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Item 6d. Award North Chorro Neighborhood Greenway Project (Spec. 1000036)
Item 6d Department: Public Works Cost Center: 5010 For Agenda of: 3/7/2023 Placement: Consent Estimated Time: N/A FROM: Matt Horn, Public Works Director Prepared By: Jennifer Rice, Transportation Planner/Engineer SUBJECT: AWARD NORTH CHORRO NEIGHBORHOOD GREENWAY, SPECIFICATION NO. 1000036 RECOMMENDATION 1. Award a construction contract for the North Chorro Neighborhood Greenway Project to Souza Engineering Contracting Inc. DBA Souza Construction in the amount of $6,076,939; and 2. Authorize the City Engineer to approve construction contract change orders up to and in excess of $200,000, if within the available project budget; and 3. Appropriate $1,600,000 in undesignated Local Revenue Measure fund balance to the project; and 4. Appropriate $218,708 in Capital Projects Reserve funding to the project; and 5. Authorize a transfer of existing funding in the following amounts to the project account: a. Transfer $100,000 from Sidewalk Annual Asset Maintenance Account (Spec . No. 90849) b. Transfer $141,101 from the Streetlights Annual Asset Maintenance (Spec. No. 91616) c. Transfer $100,000 from Pedestrian Crossing Improvements (Spec. No. 1000069) d. Transfer $76,869 from Active Transportation Plan -Pedestrian Facility Improvements (Spec. No. 1000502-01) e. Transfer $105,507 from Active Transportation Plan-Bicycle Facility Improvements (Spec. No. 1000502-02) f. Transfer $94,600 from Railroad Safety Trail (Taft to Pepper) (Spec. No. 91375) g. Transfer $178,340 from California/Foothill Railroad Crossing (Spec. No. 91293) h. Transfer $90,837 from 862 Aerovista Development VMT Fair Share Mitigation Fee (Account No. 701-0000-47202) i. Transfer $4,520 from Sewer Manhole Cover Adjustments (Spec. No. 1000084) j. Transfer $21,008 from Water Valve Cover Adjustments (Spec. No. 91149) k. Transfer $164,715 from the Morro, Mill, Santa Rosa Sewer Project (Specification No. 1000561) 6. Approve the final project plans and specifications for the North Chorro Neighbourhood Greenway Project. Page 33 of 375 Item 6d POLICY CONTEXT The North Chorro Neighborhood Greenway (previously known as the Anholm Neighborhood Greenway) supports the Climate Action, Open Space , and Sustainable Transportation Major City Goal and is identified as a Tier 1 Project in the City’s Active Transportation Plan. The City’s Purchasing Policy requires the City Council to award a contract if the lowest responsible bidder is over the previously authorized Council amount. REPORT- IN-BRIEF The City received public bids for the North Chorro Neighborhood Greenway on January 31, 2023. The bid received by the apparent low bidder, John Madonna Construction , was determined to be non-responsive, therefore staff is recommending the award of the construction contract to the next lowest responsive bid as submitted by Souza Construction. This report discusses the finding of non-responsiveness for John Madonna Construction’s bid as well as staff recommendation to award to Souza Construction. This report also discusses updates to the project plans and specifications since the previous review by the City Council at its July 19, 2022, meeting, and includes an action for the Council to review and approve this final plan set. Finally, this report discusses the need for additional funding to fully fund the project. The construction bids received indicated a significant increase in construction costs than originally estimated. An additional $3,114,104 is needed to fully fund the project. Staff has identified additional funding sources to support the total project costs , as further discussed in the Fiscal Analysis section. DISCUSSION Background On July 19, 2022, the City Council authorized staff to advertise for construction bids for the North Chorro Neighborhood Greenway (Attachment E) and delegated authority to the City Manager to award the contract if the lowest responsible bid was below the Publicly Disclosed Funding Amount of $3,375,000. After experiencing unanticipated delays in the review of an encroachment permit application wit h Caltrans for the US 101/Chorro Undercrossing portions of the project, staff was ultimately able to advertise the project for construction in December 2022. On January 31, 2023, three bids were received. The following bids were ranked based on the Bid Total (Attachment F): Contractor Bid Total 1 John Madonna Construction $5,959,996.50 2 Souza Construction $6,076,938.80 3 Papich Construction $7,650,000 Page 34 of 375 Item 6d Of the three bids received, John Madonna Construction (JMC) was the apparent lowest bidder and their bid was evaluated for responsiveness to confirm consistency with the material terms of the bid package. A bid is responsive if it fulfills all the requirements of the bidding instructions. This evaluation verifies that all requested items of inf ormation are complete, addendums are acknowledged, and reference information is included. Incomplete information, or information that does not comply with the Notice to Bidders or contract requirements, is cause for the bid to be categorized as “non-responsive”. If a bid is determined to be “non-responsive” the next lowest bid document is then reviewed for responsiveness. Finding of Non-Responsiveness of Apparent Low Bidder Staff reviewed the JMC bid proposal and determined the bid to be non-responsive for two reasons: 1) the submitted references did not meet the minimum contractor qualifications stated within the Notice to Bidders and 2) the percentage of work for the subcontractors listed on the List of Subcontractors accounted for 61.8% of the total base bid. Pursuant to Section 5-1.13 of the City Standard Specifications and Engineering Standards, subcontracting must not total more than 50% of the submitted bid . For City Capital Improvement Plan Projects in roadways, the City’s standard is to require the prime contractor to complete 50% or more of the project work. This standard provides the City greater control of the project to mitigate construction impacts to community members as well as address any unforeseen conditions that requires project changes. JMC was provided an opportunity to respond (Attachment G) with information on why its bid should be considered responsive. JMC’s response is included as Attachment H and specific points summarized here with additional staff response: 1. Percentage of Work Performed by Prime Contractor JMC’s response references Section 5-1.13A of the Caltrans Standard Specifications which allow for a minimum of 30% self-performed work by the prime contractor. Prior to 2010, Caltrans Standard Specifications included a 50% minimum requirement for self -performed work by the prime contractor. As the scope of Caltrans projects became increasingly complex, Caltrans made the decision to amend this requirement to 30%. Typical City projects continue to align with the minimum requirement for 50%, therefore the City’s Standard Specifications continues to have this requirement. Additionally, this standard provides the City more control over a project. It allows the City to deal with one prime contractor on various issues including changes in work, modification of working hours and quality control. It should be noted that during the bid solicitation process, there was no request for clarification on this requirement or request for the City to consider amending the bid package to provide a reduced requirement for minimum percentage of work performed by the prime contractor. Page 35 of 375 Item 6d 2. Identifying an Item as a “Specialty” Item JMC’s response includes discussion of Type II Slurry Sealing as being a specialized scope, requiring specialized equipment, and is typically a specialized contract. Listing the item as “Specialty” in the bid item list would make that item exempt from being included for the calculation of the percentage of work the prime contractor is performing. Categorizing an item as “Specialty” is up to the discretion of the design engineer. It is not uncommon that slurry seal contractors would not be licensed as a general contractor. On projects where a general contractor is desired, but the slurry sealing is a large portion of the total project, the item may be listed as “Specialized” so that it’s value would not count toward the calculation for the percentage of work performed by sub-contractors. Again, it should be noted that that during the bid solicitation process, no con tractors submitted requests for clarification or for the City to amend the bid package to categorize slurry seal or other bid items as Specialty work. The subcontractor listed in JMC’s bid for Type II Slurry was for a total of 2.6% of the base bid, which even if listed as a specialty item, JMC’s bid would still exceed 50% of sub-contracted work. Additionally, JMC’s bid did not meet the minimum contractor qualifications to provide a reference for a “roadway maintenance by slurry seal” project. JMC’s response indicates that the sub-contractor listed specializes in slurry sealing throughout the state. It appears this qualification may have been met, however the City cannot affirm that the contractor or sub- contractor’s qualifications meet this requirement if that information is not included in their project references, as required per the bid package . Staff has reviewed JMC’s response but does not recommend waiving the determination of JMC’s bid as non-responsive, for the reasons: discussed above. Recommended Award Staff is recommending that the contract be awarded to Souza Construction, the second lowest-cost bidder and the lowest-cost responsive bid. Souza submitted a complete and responsive bid package with a proposal of $6,076,938.80. The Contractor’s refe rences, license, and registration with the Department of Industrial Relations have been verified. The Draft Agreement with Souza Construction is provided as Attachment E. Approve Final Plans and Specifications Since previous Council Action on July 19, 20 22, which approved the North Chorro Greenway project plans and specifications and authorized construction bid solicitation, staff has been working closely to obtain an encroachment permit from Caltrans for improvements at the US 101/Chorro Undercrossing. Initial plan check comments from Caltrans on this application have required subsequent revisions to the project plans and specifications. To ensure that the City retains proper design immunity for this project before initiating construction, staff is again requesting that the Council formally approve the final project plans and specifications, which are provided as Attachment F and G, respectively. Page 36 of 375 Item 6d Previous Council or Advisory Body Action August 15, 2017 – City Council adopted final Bishop Peak and Pacheco Elementary Safe Routes to School Plan May 17, 2018 – Active Transportation Committee reviewed the final Anholm Bikeway Plan August 14, 2018 – Planning Commission reviewed the final Anholm Bikeway Plan September 4, 2018 – City Council adopted final Anholm Bikeway Plan February 5, 2019 – City Council approved formal name change to Anholm Neighborhood Greenway Plan June 1, 2021 – City Council approved 2021-23 Financial Plan allocating funding to implement the greenway December 6, 2018 – City Council approved easement agreement with Church of Jesus Christ of Latter-Day Saints to secure land for the shared use path between Foothill Boulevard and Ramona Street October 20, 2020 – City Council approved a Cooperative Agreement with the San Luis Obispo Council of Governments (SLOCOG), which included acceptance of $200,000 in grant funding for the Project (Reso. 11172) February 2, 2021 – City Council approved the application for $1.7M in grant funding from the California Natural Resources Agency to be used for the Project (Reso. 11220) July 19, 2022, the City Council authorized staff to advertise for bids for the North Chorro Neighborhood Greenway. Public Engagement All public meetings noted above were properly noticed and held at the time in the manner required by law. This staff report was published for public review one week prior to this Council meeting date. Additionally, staff will be presenting at the March 1, 2023 Revenue Enhancement Oversight Commission (REOC) to recommend the use of $1.6 million of unassigned Local Revenue Measure funds to be allocated to the North Chorro Neighborhood Greenway Project. The North Chorro Neighborhood Greenway Project is included in the current SLO in Motion outreach effort, utilizing a variety of media resources and outreach activities to provide ongoing information to the community about the project, pre-construction and planned construction activities and schedule. These outreach activities will continue throughout construction as well as post-construction to evaluate the effectiveness of the outreach efforts and the physical project itself. Finally, the following list provides a summary of public engagement efforts over the previous seven years, which included an extensive outreach process during the development of the Greenway planning document and design elements: 1. A petition in 2015 from parents requesting bicycle and pedestrian safety improvements along north-south route connecting to Pacheco and Bishop’s Peak Elementary Schools 2. Project-specific websites for both the Greenway and Safe Routes to School planning efforts 3. Two community surveys with both online and direct mailer participation Page 37 of 375 Item 6d 4. Five community meetings specific to the Greenway Plan 5. Two community meetings specific to the Bishop’s Peak and Pacheco Safe Routes to School Plan 6. One Active Transportation Committee meeting 7. One Planning Commission meeting 8. Five City Council meetings ENVIRONMENTAL REVIEW This project has been evaluated and found to be categorically exempt from environmental review pursuant to section 15301 of the CEQA Guidelines (Existing Facilities) and section 15304 (Minor Alterations to Land) since the project will be constructed within the City street right-of-way and private property easements that do not contain native habitat or habitat supporting special-status species and are not located in agricultural areas. No heritage trees will be removed, and the project is consistent with City General Plan policies that protect listed species in that the installation of bioretention facilities and other stormwater protection measures will provide additional protection for sensitive aquatic resources located within the adjacent streams. A Notice of Exemption was filed through the Community Development Department April 28, 2022. Additionally, the project is consistent with the Anholm Bikeway Plan (2018), the Active Transportation Plan (2021), and the Land Use and Circulation Element (2014), therefore consistent with the environmental review of those documents. FISCAL IMPACT Budgeted: Yes Budget Year: 2021-22, 2022-23 Funding Identified: Yes Fiscal Analysis: (1) See Table 2. Additional Sources of Funding below General Fund - Local Revenue Measure General Fund - Capital Outlay SLOCOG SRTS Grant SB1 Gas Tax CNRA Grant Bid Total 1,998,427$ 237,690$ 200,000$ 444,514$ 1,625,225$ 1,571,083$ 6,076,939$ Contingency (15%)911,541$ 911,541$ Total Construction 1,998,427$ 237,690$ 200,000$ 444,514$ 1,625,225$ 2,482,624$ 6,988,480$ Construction Support Services 50,000$ 50,000$ Construction Mgmt Services 45,000$ 45,000$ Materials Testing 10,000$ 10,000$ Grant Signage 10,000$ 10,000$ PG&E Service 13,180$ 13,180$ Public Art 348,300$ 348,300$ Communications 150,000$ 150,000$ Printing and Advertizing 5,000$ 5,000$ Total Project Estimate 1,998,427$ 237,690$ 200,000$ 444,514$ 1,625,225$ 3,114,104$ 7,619,960$ Available Project Balance 1,998,427$ 237,690$ 200,000$ 444,514$ 1,625,225$ 4,505,857$ Additional Request Funds -$ -$ -$ -$ -$ 3,114,104$ 3,114,104$ Needed Funds1 Project Costs Table 1: North Chorro Neighborhood Greenway Cost and Funding Available Project Funding Sources Page 38 of 375 Item 6d On July 19, 2022, the City Council approved an overall project budget of $5,033,455. There is currently a balance of $4,505,855.83 in the project account. Project expenditures to date have included the design and environmental services, PG&E and Caltrans coordination costs, as well as encumbrances for construction management contract services and artists to fulfill the public art component of the project. An additional $3,114,104 is needed to fully fund the project. Staff has identified additional funding sources to support the total project costs: The following provides additional detail regarding the above-recommended transfers and amounts. 1. Undesignated Local Revenue Measure Fund Balance in the amount of $1,600,000 is available to support this project and is recommended for appropriation. (Reference Attachment A) 2. Staff recommends appropriating $218,708 from the Capital Projects Reserve Fund to fully fund the project. This fund will have no remaining balance after approval of this requested appropriation. The reserve will be replenished with budget appropriation in the 2023-25 Financial Plan. (Reference Attachment A) 3. Staff recommends using $100,000 from the Sidewalk Annual Asset Maintenance, Curb Ramps and Sidewalks subproject (90849), which will result in a remaining project balance of $311,258. The Greenway project includes the replacement of 46 curb ramps as well as sidewalk replacement at various locations, therefore, staff believes this is an appropriate use of these funds. This project account provides for annual asset maintenance funding on an as-needed basis for the purpose of replacement and installation of accessible curb ramps and sidewalks. Page 39 of 375 Item 6d 4. Staff recommends using $141,101 from the Street Lights - Annual Asset Maintenance (91616) project account, which will result in a remaining project balance of $30,000. This project funds new streetlight installations. Since the Greenway project includes 11 new lights along the corridor, staff believes this is an appropriate use of these funds. The $30,000 retained in the streetlight account will allow staff to continue with planning, design and PG&E permit ting for new streetlights to be installed in FY2023-24. 5. Staff recommends using $100,000 from the Pedestrian Crossing Improvements (1000069) Project account. Bids were received for the Pedestrian Crossing Improvement project earlier this year and came in lower than the engineer’s estimate. The Greenway project includes the installation of 35 high-visibility crosswalks as well as replacement of the existing Rectangular Rapid Flashing Beacon (RRFB) system at Ramona Drive and The Villages as well as the installation of a new RRFB crossing at Chorro and Mill Streets. Therefore, staff believes this is an appropriate use of these funds. After transferring $100,000 to the Greenway Project, the Pedestrian Crossing Improvement project will still have sufficient construction funding and contingencies to complete the project ($678,908). It should be noted that the Pedestrian Crossing Improvements Project is partially funded with Transportation Development Act Funding which restricts these funds for the improvement and maintenance of street systems including bicycle and pedestrian facilities. The Greenway project meets the intent of this restriction and is an eligible project for these funds to be applied. 6. Active Transportation Plan Implementation (1000502) a. Staff recommends using $76,869 from account 1000502-01: Pedestrian Facility Improvements. The Greenway includes 550 feet of a shared-use path connecting the Pedestrian Hybrid Beacon at Foothill Blvd. and Ferrini Rd. to Ramona Dr. There is currently a balance of $76,869 in this account. This funding source is designated as Transportation Development Act Funding which restricts these funds for the improvement and maintenance of street systems including bicycle and pedestrian facilities. The entirety of the Greenway project meets the intent of this restriction and is an eligible project for these funds to be applied. b. Staff recommends using $105,507 from 1000502 -02: Bicycle Facility Improvements. The Greenway project is implementing one of the Tier 1 (highest priority) projects identified in the City’s Active Transportation Plan; thus, this is proposed as an appropriate use for these funds. There is currently a balance of $122,412 in this account. 7. Staff recommends using $312,500 from the Railroad Safety Trail (Taft to P epper) (91375) project account. The Railroad Safety Trail Project is complete with $352,494 remaining in the project account. After transferring $312,500 to the Greenway Project, the Railroad Safety Trail project will have approximately $40,000 remaining, which is sufficient funding to cover the remaining items, which include the installation of security cameras in coordination with the Police Department. Page 40 of 375 Item 6d 8. Staff recommends using $178,340 from the California/Foothill Railroad Crossing (91293) project account. Design work for the California/Foothill Railroad Crossing project was originally funded with local funding; however, staff has subsequently received federal grant funding under the Section 130 Program, which will cover all further planning, design and construction costs for this project. Thus, these remaining local funds are no longer needed for the Railroad Crossing project. 9. Staff recommends appropriating $90,837 in transportation mitigation fees from the 862 Aerovista Place development project. This de velopment is required to pay these funds to be used towards off -site sustainable transportation improvements as a mitigation requirement to address project-generated vehicle miles traveled (VMT) impacts. In the resolution approving the development project, the North Chorro Greenway project then “Anholm Greenway”) was specifically identified as one of several planned transportation projects for which these funds could be used. 10. Project elements related to sewer infrastructure will be funded from the following project accounts: a. Staff recommends appropriating $4,520 from the Sewer Manhole Cover Adjustments (1000084) project account for the adjustments of sewer manhole covers. b. Staff recommends appropriating $21,008 from the Water Valve Cover Adjustments (91149) project account for the adjustments of sewer manhole covers. c. Staff recommends appropriating $164,715 from the Morro, Mill, Santa Rosa Sewer Project (Specification No. 1000561) for the replacement of the sewer line on Chorro Street between Mill and Palm Street. The increase in project cost and need for additional funding can be attributed to a few factors. Recently, City construction projects have seen an increase in construction costs which can be attributed to rising cost of materials and labor of approximately 30% over the last two calendar years (January 2021 - January 2023)1. Many of the construction materials required for the project, such as asphalt emulsion for roadway slurry seal, have increased exponentially due to recent spikes in oil prices. Many of the bid prices reflected significant increases from comparative bids received for the most recent curb ramp and paving projects. All three bids received demonstrated a consistent increase when comparing bid items. Any remaining budget at the close out of the project will be returned to the CIP Reserve account. For reference, the following table is an estimate of project construction costs separated out by mode of transportation (this is an updated table to one provided in the July 19, 2022 Council Agenda Report, now reflective of actual bid prices). 1 California Construction Cost Index. https://www.dgs.ca.gov/RESD/Resources/Page-Content/Real-Estate- Services-Division-Resources-List-Folder/DGS-California-Construction-Cost-Index-CCCI Page 41 of 375 Item 6d Mode of Transportation % of Total Construction Cost Components Pedestrian 56% Curb ramps, sidewalks, crosswalks, pedestrian lighting, RRFB, portions of public art & landscaping Bicycle 31% Protected bikeways, bikeway striping & pavement markings, guide signage, bikeway landscaping, portion of roadway improvements, landscaping and public art. Motor Vehicle 13% Roadway improvements, roadway signing & striping TOTAL: 100% ALTERNATIVES 1. The City Council could deny the request to award the project. Staff does not recommend this alternative because this could risk forfeiture of $1.9M in grant funding, including refund of funds already used for design. Additionally, this project is the Active Transportation Committee’s highest priority request for the 2021 -23 Financial Plan. 2. The City Council could direct staff to award the project to John Madonna Construction. Staff does not recommend this alternative because the bid received by John Madonna Construction was determined to be non-responsive due to the contractors list of subcontractor work for greater than 50% of the work and the references submitted in the bid proposal did not meet the minimum Contractor Qualifications stated within the Notice to Bidders. Additionally, awarding the John Madonna Construction could lead to formal challenges by other bidders which could potentially lead to valid claims or delays to the start of the project, which could risk forfeiture of grant funding. ATTACHMENTS A - Draft Agreement with Souza Engineering Contracting Inc. B - Draft Resolution authorizing funds to support Cerro San Luis Neighborhood Greenway C - Final Project Plans D - Final Project Specifications E - Council Agenda Report from July 19, 2022 F - Cerro San Luis Neighborhood Greenway Bid Results G - John Madonna Construction Responsiveness Letter H - John Madonna Construction Response Page 42 of 375 AGREEMENT 1 AGREEMENT THIS AGREEMENT, made on _____________, by and between the City of San Luis Obispo, a municipal corporation and charter city, San Luis Obispo County, California (hereinafter called the Owner) and SOUZA ENGINEERING CONTRACTING, INC. (hereinafter called the Contractor). WITNESSETH: That the Owner and the Contractor for the consideration stated herein agree as follows: ARTICLE 1, SCOPE OF WORK: The Contractor shall perform everything required to be performed, shall provide and furnish all of the labor, materials, necessary tools, expendable equipment, and all utility and transportation services required to complete all the work of construction of NORTH CHORRO GREENWAY, SPEC NO. 1000036 in strict compliance with the plans and specifications therefor, including any and all Addenda, adopted by the Owner, in strict compliance with the Contract Documents hereinafter enumerated. It is agreed that said labor, materials, tools, equipment, and services shall be furnished and said work performed and completed under the direction and supervision and subject to the approval of the Owner or its authorized representatives. ARTICLE II, CONTRACT PRICE: The Owner shall pay the Contractor as full consideration for the faithful performance of this Contract, subject to any additions or deductions as provided in the Contract Documents, the contract prices as follows: Item Item Unit of Estimated Item Price Total No. Description Measure Quantity (in figures) (in figures) 1 TRAFFIC CONTROL PLAN AND IMPLEMENTATION LS 1 $538,600.00 $538,600.00 2 CONSTRUCTION SURVEY LS 1 $60,000.00 $60,000.00 3 COMPLY WITH CALTRANS ENCROACHMENT PERMIT LS 1 $3,400.00 $3,400.00 4 COMPLY WITH GRANT DEED AND RIGHT OF WAY AGREEMENT – BIKE PATH LS 1 $2,300.00 $2,300.00 5 CLEARING, GRUBBING, AND LIMB REMOVAL LS 1 $50,000.00 $50,000.00 6 CHORRO STREET RECONSTRUCTION SQFT 10000 $17.80 $178,000.00 7 CLASS I BIKE PATH (OPTION 2) SQFT 6600 $21.00 $138,600.00 8 MINOR CONCRETE (SIDEWALK) SQFT 1700 $14.00 $23,800.00 Page 43 of 375 AGREEMENT 2 9 MINOR CONCRETE (CURB AND GUTTER) LF 2355 $98.00 $230,790.00 10 MINOR CONCRETE (CROSS GUTTER) LF 250 $275.00 $68,750.00 11 MINOR CONCRETE (DRIVEWAY RAMPS) SQFT 800 $38.00 $30,400.00 12 MINOR CONCRETE (1.25' CONCRETE BIKE MEDIAN) LF 1600 $66.40 $106,240.00 13 MINOR CONCRETE (3' CONCRETE BIKE MEDIAN) LF 1650 $150.40 $248,160.00 14 MINOR CONCRETE (SIDEWALK UNDERDRAIN) EA 1 $10,800.00 $10,800.00 15 MINOR CONCRETE (ENERGY DISSIPATION STRUCTURE AND COBBLE) EA 1 $5,900.00 $5,900.00 16 STRUCTURE CONCRETE (CURB & GUTTER RETAINING WALL - BROAD ST - STA 21+40 TO 23+12) LF 172 $528.00 $90,816.00 17 STRUCTURE CONCRETE (RETAINING WALL - BIKE PATH - STA 1+00 TO 2+80) LF 180 $760.00 $136,800.00 18 STRUCTURE CONCRETE (LANDSCAPE HIGH CURB - CHORRO/101) LF 123 $393.00 $48,339.00 19 STRUCTURE CONCRETE (CMU PILASTER - BIKE PATH) EA 1 $7,150.00 $7,150.00 20 TYPE II SLURRY SEAL SQYD 30,440 $4.20 $127,848.00 21 BIKE LANE AND EXISTING CURB RAMP EDGE GRIND LS 1 $53,200.00 $53,200.00 22 TEMPORARY STRIPING AND PAVEMENT MARKINGS LS 1 $155,070.00 $155,070.00 23 MINOR HOT MIX ASPHALT (CASE 1 – 10” THICK) SQFT 2,330 $20.60 $47,998.00 24 MINOR HOT MIX ASPHALT (SPEED HUMP – TYPE 2) EA 7 $5,440.00 $38,080.00 25 ADJUST STORMDRAIN MANHOLE TO GRADE EA 6 $1,310.00 $7,860.00 26 ADJUST SANITARY SEWER MANHOLE TO GRADE EA 3 $1,310.00 $3,930.00 27 ADJUST COMMUNICATION VAULT/MANHOLE/BOX TO GRADE EA 36 $1,310.00 $47,160.00 28 ADJUST WATER VALVE TO GRADE EA 12 $800.00 $9,600.00 29 ADJUST WATER METER TO GRADE EA 11 $788.00 $8,668.00 30 18" HDPE STORM DRAIN PIPE LF 63 $230.00 $14,490.00 31 MINOR CONCRETE (STORMDRAIN CATCH BASIN) EA 1 $24,000.00 $24,000.00 32 MINOR CONCRETE (STORMDRAIN MANHOLE) EA 2 $8,880.00 $17,760.00 Page 44 of 375 AGREEMENT 3 33 6" PERFORATED UNDERDRAIN PIPE LF 62 $132.00 $8,184.00 34 MINOR CONCRETE (12" MIDSTATE STORMDRAIN CATCH BASIN) EA 3 $1,870.00 $5,610.00 35 MINOR CONCRETE (24” MIDSTATE STORMDRAIN CATCH BASIN) EA 1 $3,030.00 $3,030.00 36 REMOVE AND REPLACE STORMDRAIN INLET GRATE AND INSTALL FILTEREXX STORMEXX FILTER EA 17 $6,160.00 $104,720.00 37 12' PUNCH POST EA 45 $138.00 $6,210.00 38 14' PUNCH POST EA 3 $150.00 $450.00 39 R1-1 SIGN 18" EA 2 $126.00 $252.00 40 R1-1 SIGN 30" EA 4 $174.00 $696.00 41 R1-2 SIGN 25" EA 1 $174.00 $174.00 42 R1-3P PLAQUE EA 4 $51.00 $204.00 43 R4-11 SIGN EA 7 $168.00 $1,176.00 44 R5-3 SIGN EA 2 $162.00 $324.00 45 R7-9 SIGN EA 18 $75.00 $1,350.00 46 R10-15 (MODIFIED) "YIELD TO BIKE" SIGN EA 5 $168.00 $840.00 47 R81 (CA) SIGN EA 3 $75.00 $225.00 48 R81A (CA) SIGN EA 2 $17.00 $34.00 49 R81B (CA) SIGN EA 5 $17.00 $85.00 50 W1-1 SIGN EA 2 $162.00 $324.00 51 W1-2L SIGN EA 2 $162.00 $324.00 52 W4-4P SIGN EA 1 $78.00 $78.00 53 W11-2 SIGN EA 8 $162.00 $1,296.00 54 W16-7P SIGN EA 8 $75.00 $600.00 55 W84 (CA) SIGN EA 3 $210.00 $630.00 56 GREENWAY ARROW PLAQUE EA 8 $51.00 $408.00 57 GREENWAY SIGN EA 19 $216.00 $4,104.00 58 PEXCO CITY POST MODEL EAC, 36" WHITE WITH 2 GREY WRAPS EA 23 $450.00 $10,350.00 59 72" WHEEL STOP EA 8 $180.00 $1,440.00 60 6" YELLOW TACTILE GUIDE STRIP, VANGUARD ADA SYSTEMS OR APPROVED EQUAL LF 82 $163.00 $13,366.00 61 INSTALL EXISTING / RELOCATED SIGN EA 16 $300.00 $4,800.00 62 CURB PAINT LF 200 $3.00 $600.00 63 PREFORMED THERMOPLASTIC SHEETS (BROAD/MURRAY) SQFT 120 $13.00 $1,560.00 64 ZICLA ZEBRA CYCLE TRACK LANE SEPARATORS EA 48 $240.00 $11,520.00 65 4" YELLOW STRIPING LF 1,300 $1.30 $1,690.00 66 DETAIL 1 LF 2,750 $1.10 $3,025.00 Page 45 of 375 AGREEMENT 4 67 DETAIL 8 LF 50 $1.00 $50.00 68 DETAIL 22 LF 2,450 $3.40 $8,330.00 69 DETAIL 39 LF 3,750 $1.60 $6,000.00 70 BIKE BUFFER LF 1,360 $3.80 $5,168.00 71 BIKE BUFFER AT DRIVEWAY SQFT 1,140 $3.50 $3,990.00 72 HI-VIS CROSSWALK EA 35 $1,320.00 $46,200.00 73 STOP BAR LF 465 $4.40 $2,046.00 74 STOP LEGEND EA 32 $384.00 $12,288.00 75 STOP LEGEND (1/2 SCALE) EA 7 $1,470.00 $10,290.00 76 BIKE / PED DIRECTIONAL SYMBOL EA 2 $840.00 $1,680.00 77 TYPE II ARROW EA 1 $378.00 $378.00 78 TYPE IV ARROW EA 1 $300.00 $300.00 79 HUMP LEGEND EA 12 $420.00 $5,040.00 80 PED LEGEND EA 2 $330.00 $660.00 81 XING LEGEND EA 4 $360.00 $1,440.00 82 SLOW LEGEND EA 2 $384.00 $768.00 83 SCHOOL LEGEND EA 4 $570.00 $2,280.00 84 TURNING BIKE BOX EA 3 $426.00 $1,278.00 85 BIKE SYMBOL & ARROW EA 23 $210.00 $4,830.00 86 GREENBACK CHEVRON EA 25 $360.00 $9,000.00 87 GREENBACK SHARROW EA 2 $366.00 $732.00 88 GREENWAY SYMBOL EA 22 $450.00 $9,900.00 89 GREEN BIKE LANE MARKINGS (CASE 1) LF 118 $3.60 $424.80 90 GREEN BIKE LANE MARKINGS (CASE 2) LF 286 $2.50 $715.00 91 GREEN BIKE LANE MARKINGS (CASE 3) LF 364 $3.00 $1,092.00 92 GREEN SEALMASTER COLOR SAFE PAVEMENT MARKING SQFT 5,640 $5.20 $29,328.00 93 YIELD LINE EA 5 $45.00 $225.00 94 RELOCATE RRFB SOLAR CROSSWALK (RAMONA) LS 1 $3,400.00 $3,400.00 95 RRFB SOLAR CROSSWALK (CHORRO/MILL) LS 1 $38,000.00 $38,000.00 96 FOOTHILL TO RAMONA BIKE PATH LIGHTING / CHORRO LIGHTING / CHORRO PG&E SERVICE LS 1 $637,000.00 $637,000.00 97 BENCHES (BIKE PATH & CHORRO/MOUNTAIN VIEW) EA 3 $5,540.00 $16,620.00 98 TRASH CONTAINER (BIKE PATH) EA 2 $3,000.00 $6,000.00 99 METAL PICKET FENCING (BIKE PATH) LF 136 $255.00 $34,680.00 100 CHAINLINK FENCE (CHORRO /101) LF 297 $76.00 $22,572.00 Page 46 of 375 AGREEMENT 5 101 CHAINLINK GATES (CHORRO /101) EA 6 $1,068.00 $6,408.00 102 SOIL PREPARATION (NON- BIORETENTION & TREE PITS) CY 130 $230.00 $29,900.00 103 BIORETENTION SOIL MIX CY 90 $148.00 $13,320.00 104 CLASS II DRAIN ROCK TON 200 $76.00 $15,200.00 105 ENERGY DISSIPATOR ROCK TON 5 $724.00 $3,620.00 106 IRRIGATION LS 1 $158,000.00 $158,000.00 107 TREE WATERING BAGS (NON- IRRIGATED TREES) EA 35 $174.00 $6,090.00 108 PLANTING (SHRUBS - ALL AREAS) SQFT 10,672 $20.00 $213,440.00 109 PLANTING (TREES - ALL AREAS) EA 63 $468.00 $29,484.00 110 GREENWAY PLANTERS/SOIL/PLANTS EA 285 $810.00 $230,850.00 111 MULCH (BIORETENTION AREAS) CY 9 $132.00 $1,188.00 112 MULCH (CONVENTIONAL PLANTING AREAS & TREES) CY 96 $132.00 $12,672.00 113 GREENWAY PLANTERS MAINT/WATERING (1-YR) LS 1 $7,800.00 $7,800.00 114 ESTABLISHMENT/MAINTENANCE ALL TREES & PLANTS (1 YR) LS 1 $41,400.00 $41,400.00 115 HAND WATER NON-IRRIGATED TREES (1-YR) EA 35 $258.00 $9,030.00 116 HAND WATER NON-IRRIGATED UNDERSTORY PLANTINGS (1-YR) LS 1 $7,200.00 $7,200.00 117 CURB RAMP ALMOND-MISSION (E) C-4.17 LS 1 $29,050.00 $29,050.00 118 CURB RAMP BROAD-MISSION (E) C-4.16 LS 1 $47,700.00 $47,700.00 119 CURB RAMP BROAD-MISSION (N) C-4.15 LS 1 $34,970.00 $34,970.00 120 CURB RAMP CENTER-CHORRO (NE) C-4.26 LS 1 $24,300.00 $24,300.00 121 CURB RAMP CENTER-CHORRO (NW) C-4.25 LS 1 $27,270.00 $27,270.00 122 CURB RAMP CENTER-CHORRO (SE) C-4.27 LS 1 $22,360.00 $22,360.00 123 CURB RAMP CENTER-CHORRO (SW) C-4.28 LS 1 $25,390.00 $25,390.00 124 CURB RAMP CERRO ROMAULDO- FERRINI (NW) C-4.4 LS 1 $35,510.00 $35,510.00 125 CURB RAMP CERRO ROMAULDO- FERRINI (SE) C-4.3 LS 1 $21,670.00 $21,670.00 126 CURB RAMP FELTON-FERRINI (NW) C-4.2 LS 1 $21,650.00 $21,650.00 127 CURB RAMP FELTON-FERRINI (SW) C-4.1 LS 1 $19,410.00 $19,410.00 128 CURB RAMP LINCOLN-CHORRO (NE) C-4.35 LS 1 $30,110.00 $30,110.00 Page 47 of 375 AGREEMENT 6 129 CURB RAMP LINCOLN-CHORRO (NW) C-4.34 LS 1 $27,410.00 $27,410.00 130 CURB RAMP LINCOLN-CHORRO (SE) C-4.36 LS 1 $29,170.00 $29,170.00 131 CURB RAMP LINCOLN-CHORRO (SW) C-4.37 LS 1 $24,680.00 $24,680.00 132 CURB RAMP MEINEKE-BROAD (N) C-4.8 LS 1 $27,110.00 $27,110.00 133 CURB RAMP MEINEKE-BROAD (S) C-4.9 LS 1 $22,130.00 $22,130.00 134 CURB RAMP MEINEKE C-4.10 LS 1 $21,030.00 $21,030.00 135 CURB RAMP MILL-CHORRO (NW) C-4.46 LS 1 $22,240.00 $22,240.00 136 CURB RAMP MILL-CHORRO (NE) C-4.49 LS 1 $39,600.00 $39,600.00 137 CURB RAMP MILL-CHORRO (SE) C-4.48 LS 1 $36,060.00 $36,060.00 138 CURB RAMP MILL-CHORRO (SW) C-4.47 LS 1 $38,450.00 $38,450.00 139 CURB RAMP MISSION-CHORRO (NE) C-4.20 LS 1 $22,500.00 $22,500.00 140 CURB RAMP MISSION-CHORRO (NW) C-4.19 LS 1 $23,180.00 $23,180.00 141 CURB RAMP MISSION-CHORRO (SE) C-4.21 LS 1 $21,710.00 $21,710.00 142 CURB RAMP MISSION-CHORRO (SW) C-4.22 LS 1 $28,680.00 $28,680.00 143 CURB RAMP MISSION BULBOUT C-4.18 LS 1 $28,280.00 $28,280.00 144 CURB RAMP MOUNTAIN VIEW- CHORRO (NE) C-4.30 LS 1 $28,800.00 $28,800.00 145 CURB RAMP MOUNTAIN VIEW- CHORRO (NW) C-4.29 LS 1 $23,410.00 $23,410.00 146 CURB RAMP MOUNTAIN VIEW- CHORRO (SE) C-4.31 LS 1 $52,160.00 $52,160.00 147 CURB RAMP MOUNTAIN VIEW- CHORRO (SW) C-4.33 LS 1 $24,610.00 $24,610.00 148 CURB RAMP MURRAY-BROAD (E) C-4.12 LS 1 $21,270.00 $21,270.00 149 CURB RAMP MURRAY-BROAD (N) C-4.11 LS 1 $19,040.00 $19,040.00 150 CURB RAMP MURRAY-BROAD (S) C-4.13 LS 1 $19,990.00 $19,990.00 151 CURB RAMP MURRAY-BROAD (W) C-4.14 LS 1 $18,200.00 $18,200.00 152 CURB RAMP PEACH-CHORRO (SE) C-4.43 LS 1 $39,670.00 $39,670.00 153 CURB RAMP PEACH-CHORRO (NW) C-4.45 LS 1 $37,050.00 $37,050.00 154 CURB RAMP PEACH-CHORRO (SW) C-4.44 LS 1 $29,010.00 $29,010.00 155 CURB RAMP PEACH-CHORRO (NE) C-4.42 LS 1 $38,320.00 $38,320.00 Page 48 of 375 AGREEMENT 7 156 CURB RAMP RAMONA-BROAD (E) C-4.6 LS 1 $20,170.00 $20,170.00 157 CURB RAMP RAMONA-BROAD (W) C-4.7 LS 1 $45,450.00 $45,450.00 158 CURB RAMP RAMONA CROSSING C-4.5 LS 1 $37,770.00 $37,770.00 159 CURB RAMP VENABLE-CHORRO (NE) C-4.23 LS 1 $20,940.00 $20,940.00 160 CURB RAMP WALNUT-CHORRO (SE) C-4.40 LS 1 $116,370.00 $116,370.00 161 CURB RAMP WALNUT-CHORRO (SE) C-4.24 LS 1 $23,940.00 $23,940.00 162 CURB RAMP WALNUT-CHORRO (N) C-4.38 LS 1 $57,970.00 $57,970.00 163 ROUGH GRADING CUT (BIKE PATH) CY 300 $75.90 $22,770.00 164 ROUGH GRADING CUT (STORM WATER MITIGATION AREAS) CY 200 $38.00 $7,600.00 165 REMOVE EXISTING MANHOLE AND INSTALL (N) SEWER MANHOLE EA 1 $13,550.00 $13,550.00 166 INSTALL COATING ON (N) SEWER MANHOLE EA 1 $12,000.00 $12,000.00 167 REMOVE EXISTING CLEANOUT AND INSTALL (N) SEWER CLEANOUT EA 1 $1,950.00 $1,950.00 168 REMOVE EXISTING 12" CMP AND INSTALL (N) 12" PVC STORMDRAIN LF 45 $318.00 $14,310.00 169 ABANDON EXISTING SEWERLINE AND INSTALL (N) 6" HDPE SEWERLINE LF 275 $280.00 $77,000.00 170 CONNECT TO EXISTING SDMH PER ENG. STD. 3540 EA 1 $2,770.00 $2,770.00 171 CONNECT EXISTING SEWER LATERAL TO SEWER MAIN EA 4 $4,900.00 $19,600.00 172 RE-GRADE SEWER LATERAL BEYOND 6 FEET LF 10 $210.00 $2,100.00 173 REMOVE EXISTING CONCRETE OUTLET STRUCTURE LS 1 $1,680.00 $1,680.00 174 INSTALL (N) CATCH BASIN EA 1 $25,150.00 $25,150.00 175 REMOVE AND REPLACE SIDEWALK SQFT 60 $40.90 $2,454.00 176 BYPASS PUMPING LS 1 $2,900.00 $2,900.00 177 POTHOLING LS 1 $12,850.00 $12,850.00 BID TOTAL: $ 6,076,938 .80 Payments are to be made to the Contractor in compliance with and subject to the provisions embodied in the documents made a part of this Contract. Page 49 of 375 AGREEMENT 8 Should any dispute arise respecting the true value of any work omitted, or of any extra work which the Contractor may be required to do, or respecting the size of any payment to the Contractor, during the performance of this Contract, said dispute shall be decided by the Owner and its decision shall be final, and conclusive. ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the following documents, all of which are as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached: 1. Notice to Bidders and Information for Bidders 2. Standard Specifications and Engineering Standards 3. Special Provisions, any Addenda, Plans and Contract Change Orders 4. Caltrans Standard Specifications and Standard Plans 2015 5. Accepted Bid and Bid Bond 6. List of Subcontractors 7. Public Contract Code Sections 10285.1 Statement 8. Public Contract Code Section 10162 Questionnaire 9. Public Contract Code Section 10232 Statement 10. Labor Code Section 1725.5 Statements 11. Bidder Acknowledgements 12. Qualifications 13. Non-collusion Declaration 14. Agreement and Bonds 15. Insurance Requirements and Forms ARTICLE IV INDEMNIFICATION: The Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless City, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with the Contractor’s negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the City. Should conflict of interest principles preclude a single legal counsel from representing both the City and the Contractor, or should the City otherwise find the Contractor’s legal counsel unacceptable, then the Contractor shall reimburse the City its costs of defense, including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation. The Contractor shall promptly pay any final judgment rendered against the City (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement. The Contractor obligations under this section apply regardless of whether such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, Page 50 of 375 AGREEMENT 9 civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of the City under any provision of this agreement, the Contractor shall not be required to indemnify and hold harmless the City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where the City is shown to have been actively negligent and where the City’s active negligence accounts for only a percentage of the liability involved, the obligation of the Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of the City. ARTICLE V. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said bid conflicting herewith. IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this year and date first above written. CITY OF SAN LUIS OBISPO A Municipal Corporation __________________________________ Derek Johnson, City Manager APPROVED AS TO FORM CONTRACTOR: Name of Company ________________________________ By:________________________________ J. Christine Dietrick City Attorney Steve A. Souza Its: PRESIDENT (2nd signature required if Corporation): By:________________________________ Stuart Souza Its: Secretary Page 51 of 375 AGREEMENT 10 Page 52 of 375 R ______ RESOLUTION NO. _____ (2023 SERIES) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN LUIS OBISPO, CALIFORNIA, AUTHORIZING USE OF UNDESIGNATED LOCAL REVENUE MEASURE FUNDS AND CAPITAL PROJECTS RESERVE FUNDS TO SUPPORT NORTH CHORRO NEIGHBORHOOD GREENWAY, SPECIFICATION NO. 1000036 WHEREAS, on July 19, 2022, the City Council authorized advertisement of the North Chorro Neighborhood Greenway project and delegated authority to the City Manager to award the construction contract if the lowest responsible bid was within the publicly disclosed funding amount of $3,375,000; and WHEREAS, on January 31, 2023, construction bids were received, with the lowest responsive bid exceeding the publicly disclosed funding amount; and WHEREAS, to provide sufficient funding to proceed with project construction, staff is recommending the City Council approve use of $1,600,000 in Undesignated Local Revenue Measure funding, and $218,708 from the Capital Projects Reserve Fund; and WHEREAS, a balance of approximately $1,600,000 is available in Undesignated Local Revenue Measure funds and $380,000 from the Capital Projects Reserve Fund. NOW, THEREFORE, BE IT RESOLVED by the Council of the City of San Luis Obispo as follows: Page 53 of 375 Resolution No. _____ (2023 Series) Page 2 R ______ SECTION 1. The City Council authorizes staff to proceed with the following funds transfers: 1. Transfer $1,600,000 in Undesignated Local Revenue Measure funds to the North Chorro Neighborhood Greenway project, Specification No. 1000558; and 2. Transfer $248,708 from the Capital Projects Reserve to the North Chorro Neighborhood Greenway, Specification No. 1000558 project account. Upon motion of _______________________, seconded by _______________________, and on the following roll call vote: AYES: NOES: ABSENT: The foregoing resolution was adopted this _____ day of _____________________ 2023. ___________________________ Mayor Erica A. Stewart ATTEST: __________________________ Teresa Purrington City Clerk APPROVED AS TO FORM: __________________________ J. Christine Dietrick City Attorney IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Luis Obispo, California, on ___________________________. ___________________________ Teresa Purrington City Clerk Page 54 of 375 CIVIL:C-1.1TITLE SHEET, VICINITY MAP, SHEET SUMMARYC-1.2GENERAL NOTES, LEGEND, SHEET INDEXC-1.3 KEY MAPC-2.1 TO C-2.2 DEMOLITION PLANSC-3.1 TO C-3.16STREETS, SIGNAGE & STRIPPING - PLAN & PROFILESC-4.1 TO C-4.49 CURB RETURNSC-5.1 TO C-5.3 CIVIL DETAILSELECTRICAL:E-0.1ELECTRICAL NOTES, LEGEND AND SINGLE LINE DIAGRAMSE-1.1ELECTRICAL PLAN - BIKE PATHE-1.2ELECTRICAL PLAN - CHORRO UNDERPASSLANDSCAPE:LP001 TO LP502 PLANTING PLANS AND DETAILSLI001 TO LI502 IRRIGATION PLANS AND DETAILSSTRUCTURAL:S-101SHEET INDEX, LEGEND & ABBREVIATIONS-102 GENERAL NOTESS-103 SPECIAL INSPECTION & TESTSS-201 TYPICAL CONCRETE DETAILSS-211 TYPICAL CONCRETE DETAILSS-311 RETAINING WALL DETAILSNOTES:1.FOR FULL CIVIL SHEET INDEX LIST SEE SHEET C-1.32.FOR CIVIL KEY MAP SEE SHEET C-1.3HORIZONTAL CONTROL FOR POINTS 8029 & 8026 AS PUBLISHEDIN THE CITY OF SAN LUIS OBISPO 2007 HORIZONTAL CONTROLNETWORK. CITY NETWORK IS BASED ON THE NORTH AMERICANDATUM OF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5CALIFORNIA.VERTICAL CONTROL BENCHMARK NO. 195 WITH AN ELEVATIONOF 252.72 L&T 12± WEST OF EASTERLY DRIVE APPROACH TOSHELL STATION AT FOOTHILL & BROAD AS PUBLISHED IN THECITY OF SAN LUIS OBISPO 2007 BENCHMARK SYSTEM. CITY'SBENCHMARK SYSTEM IS BASED ON THE NORTH AMERICANVERTICAL DATUM OF 1988 (NAVD88).Reference Documents:City Standard Specifications - August 2020 EditionCity Engineering Standards - August 2020 EditionDATUM:SAN LUIS OBISPO COUNTY, CALIFORNIANORTH CHORRO GREENWAYAPPROVED BYSPECIFICATION NO. DATE SHEETBrian A. Nelson, City Engineer R.C.E. C79870 Approved DateNOVEMBER 11, 20221000036FILE NO./LOCATIONNo. C 79870BRIAN A. NELSO N CIVILC-1.1TOPOGRAPHIC SURVEYPREPARED BY:RRM DESIGN GROUPDATE:NOVEMBER 10, 2021PROJECT No.: 1417-05-CU211417-05-CU21SHEET SUMMARYCLIVINo. 78227AHID .KSCTOTOYSDATE: 11/11/22EXPIRES: 9/30/23December 19, 2022Page 55 of 375 CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU211000036ABBREVIATIONSAB AGGREGATE BASEAC ASPHALT CONCRETEAP ANGLE POINTARV AIR RELEASE VALVEBCR BEGIN CURVEBW BACK OF WALKCB CATCH BASINCL/CL. CENTERLINE/CLASSCMP CORRUGATED METAL PIPECONC. CONCRETEDBH DIAMETER AT BREAST HEIGHT [OF A TREE]DI DRAIN INLETDIP DUCTILE IRON PIPEEG EXISTING GRADEEX. EXISTINGELEV ELEVATIONFDC FIRE DEPARTMENT CONNECTIONFG FINISHED GRADEFL FLOWLINEFS FINISHED SURFACEFP FINISHED PADFW FIRE WATERHP HIGH POINTIPS IRON PIPE SIZEJT JOINT TRENCHLP LOW POINTEL. MAXIMUMMIN. MINIMUMNTS NOT TO SCALEPL PROPERTY LINEPCL PARCELPCC PORTLAND CEMENT CONCRETEPOC POINT OF CURVE/POINT OF CONNECTIONPOT POINT OF TANGENTPRC POINT OF REVERSE CURVEROW RIGHT OF WAYRET. WALL RETAINING WALLRP REDUCED PRESSURERW RECYCLED WATERSD STORM DRAINSFM SEWER FORCE MAINSL STREET LIGHT/SERVICE LATERALSS SANITARY SEWERSTA STATIONSTD. STANDARDTBD TO BE DETERMINEDTBM TEMPORARY BENCHMARKTC TOP OF CURBTF TOP OF FOOTINGTP TOP OF PAVEMENTTG TOP OF GRATETYP. TYPICALTW TOP OF WALLUON UNLESS OTHERWISE NOTEDW WATERWSE WATER SURFACE ELEVATIONPCRS:THE PROJECT CONSISTS OF:xROAD AND PARKING SURFACE REPAIRxSIDEWALK AND BIKE PATHxCURB AND GUTTER IMPROVEMENT OR REPLACEMENTxTRAILS AND PATHWAYSxCURB RAMP IMPROVEMENTSTHE PROJECT IS SUBSEQUENTLY EXEMPT FROM CENTRAL COAST POST-CONSTRUCTION STORMWATER REQUIREMENTS PER RESOLUTION R3-2013-0032. REFER TOPROJECT STORMWATER CONTROL PLAN APPLICATION FOR FURTHER DETAILS.STORMWATER COMPLIANCEGENERAL NOTESC-1.2RAW EARTHWORK QUANTITIES (BIKE PATH)AREA OF DISTURBANCE:11,000 SQUARE FEETMAXIMUM CUT HEIGHT: 4.0 FEETMAXIMUM FILL HEIGHT: 1.0 FEETRAW CUT: 300 CUBIC YARDSRAW FILL: 0 CUBIC YARDSADJUSTED FILL:(ASSUMED 25% SHRINKAGE)0 CUBIC YARDSNET QUANTITY:300 CUBIC YARDSTHE APPROXIMATE RAW EARTHWORK QUANTITIES SHOWN HEREON REPRESENT THE ESTIMATED VOLUMETRIC DIFFERENCE CALCULATED BETWEEN THE PROPOSEDSUBGRADE AND EXISTING GRADE SURFACE, AND ARE SUBJECT TO CHANGE. THESE ESTIMATES DO NOT INCLUDE CONSIDERATIONS FOR LOSSES OR BULKING DUE TO:SOIL AMENDMENTS, STABILIZATION, CONSTRUCTION TECHNIQUE, FOOTING & TRENCHING SPOILS, ETC. THESE CONSIDERATIONS, IN ADDITION TO ACTUAL FIELDCONDITIONS AND THE FINAL RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER, MAY SIGNIFICANTLY EFFECT THE FINAL IMPORT/EXPORT QUANTITIES.APPROXIMATE QUANTITIES SHOWN ON THESE PLANS ARE FOR PERMITTING PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALCULATE ACTUALQUANTITIES FOR THE PURPOSE OF CONSTRUCTION AND COST ESTIMATES. CONTRACTOR IS ALSO RESPONSIBLE FOR ADJUSTMENTS TO SLOPE HINGE POINTS IN ORDERTO PROVIDE GRADED PAD AREA ADJACENT TO PATHS, WALKWAYS, AND ROADS FOR UTILITY BOXES, TRANSFORMERS, AND ABOVE GROUND UTILITY INFRASTRUCTURE.APPROXIMATE RAW EARTHWORK QUANTITIES SHOWN ABOVE FOR BIKE PATH AREA BETWEEN FOOTHILL BLVD AND RAMONA DRIVE ONLY. APPROXIMATE RAWEARTHWORK QUANTITIES FOR REMAINING PROJECT AREAS ARE NOT PROVIDED. CONTRACTOR IS RESPONSIBLE FOR ANY/ALL MATERIALS QUANTITIES, EARTHWORKQUANTITIES ASSOCIATED WITH WORK SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALCULATE ACTUAL QUANTITIES FOR THE PURPOSE OFBIDDING, COST ESTIMATES AND CONSTRUCTION.PROJECT SOILS REPORTPREPARED BY:EARTH SYSTEMS PACIFIC4378 OLD SANTA FE ROADSAN LUIS OBISPO, CA 93401DATE:November 12, 2021UPDATED:N/AREPORT NAME:GEOTECHNICAL ENGINEERING REPORTANHOLM NEIGHBORHOOD GREENWAYSAN LUIS OBISPO, CALIFORNIAPREPARER:Robert Down, PELICENSE: PE 70206SKYBLMSKY1. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE PLANS, SPECIAL PROVISIONSPREPARED FOR THIS PROJECT AND THE 2020 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS ANDENGINEERING STANDARDS, IN CONJUNCTION WITH THE STATE OF CALIFORNIA DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS, 2015 EDITION (UNREVISED), ANDLATEST EDITION OF CALIFORNIA MUTCD.2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUNDSERVICE ALERT OF NORTHERN/CENTRAL CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURSPRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GASUNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO CONTACT THE APPROPRIATEAGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.3. THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C12" LICENSE AT THE TIME THE BIDS OPEN ANDDURING THE ENTIRE LENGTH OF THE CONTRACT.4. THESE PLANS DO NOT INDICATE ALL EXISTING FACILITIES IN THE VICINITY OF THE PROPOSED WORKSUCH AS EXISTING IRRIGATION HEADS AND LINES, SHRUBBERY AND VEGETATION, ETC. THECONTRACTOR MUST USE CARE TO AVOID DAMAGE TO ANY EXISTING IMPROVEMENTS OR VEGETATION INTHE VICINITY OF THE WORK, AND MUST REPAIR ANY FACILITIES DAMAGE DURING CONSTRUCTION TO THESATISFACTION OF THE ENGINEER.5. WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION IT MUST BE DONE INA MANNER TO REMOVE THE MINIMUM POSSIBLE AMOUNT OF VEGETATION AND LEAVE THE REMAINING INAN ATTRACTIVE CONDITION. CONTRACTOR MUST COORDINATE WITH CITY ARBORIST PRIOR TO TRIMMINGOF ANY VEGETATION.6. PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPER TRIMMING ANDCONSTRUCTION TECHNIQUES WHENEVER POSSIBLE PER CITY STD SECTION 20.7. THESE PLANS DO NOT INDICATE ALL OVERHEAD LINES. CONTRACTOR SHALL TAKE CARE DURINGCONSTRUCTION TO AVOID CONTACT WITH OR DAMAGE TO EXISTING OVERHEAD LINES.8. ANY EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALLBE COMPLETELY RESTORED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S SOLEEXPENSE.9. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND AGENCIES WITH SERVICES IN THE AREAPRIOR TO COMMENCING CONSTRUCTION ACTIVITIES AND COORDINATE WITH THE UTILITY COMPANIESAFFECTED BY CONSTRUCTION.10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR'S LICENSED LAND SURVEYOR SHALL FILE ACORNER RECORD IN THE OFFICE OF THE SAN LUIS OBISPO COUNTY SURVEYOR FOR EACH EXISTINGMONUMENT WITHIN THE PROJECT AREA THAT HAS THE POTENTIAL TO BE DISTURBED. PROTECTBENCHMARKS AND PROPERTY CORNERS IN PLACE PER CITY STD SECTION 5-1.26.11. PROTECT SURVEY MONUMENTS IN PLACE DURING CONSTRUCTION. THE CONTRACTOR SHALL BERESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE REPLACEMENT OF DAMAGED OR DISPLACEDSURVEY MONUMENTS AND SHALL NOTIFY THE CITY FIVE (5) WORKING DAYS PRIOR TO RESTORINGMONUMENTS. MONUMENTS SHALL BE RESET BY A CALIFORNIA LICENSED LAND SURVEYOR AND SHALLINCLUDE PREPARING AND FILING A CORNER RECORD WITH SAN LUIS OBISPO COUNTY.12. ALL STRIPING AND MARKINGS SHALL BE PER CALTRANS REVISED STANDARD PLANS 2015 -A20A, A20B,A20C, A20D, A24A, A24B, A24C, A24D, AND A24E. ANY STRIPING NOT MARKED FOR REMOVAL SHALL BEPROTECTED IN PLACE. SEE SPECIAL PROVISIONS SECTION 84.13. ALL CURB, GUTTER, AND SIDEWALK IMPROVEMENTS SHALL BE COMPLETED PRIOR TO THE START OFPAVING WORK.14. CONCRETE SIDEWALKS MUST CONFORM TO ENGINEERING STANDARDS 4110 & 4220.15. REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TO ENGINEERING STANDARD4910.16. ALL PAVEMENT MARKINGS, STRIPING, AND SIGN LOCATIONS SHALL BE APPROVED BY THE CITY PRIOR TOINSTALLATION.17. ALL EQUIPMENT SUBMITTALS, INCLUDING PATH/STREET LIGHTING, SIGNS, GREEN BIKE LANE COATING,ETC. SHALL BE APPROVED BY CITY PRIOR TO INSTALLATION.18. WHERE NO CURB AND GUTTER EXISTS AND EDGE OF PAVEMENT IS OBSTRUCTED BY VEGETATION,CONTRACTOR SHALL TRIM BACK VEGETATION TO REVEAL EDGE OF PAVEMENT PRIOR TOIMPROVEMENTS.19. GREEN PAVEMENT MARKINGS AT BIKE LANES SHALL BE SEALMASTER SAFE RIDE OR CITY APPROVEDEQUIVALENT PER SECTION 84-6.01.20. HYDRANT MARKERS MUST BE INSTALLED PER STD. 7920, DO NOT INSTALL IN BIKE LANES.21. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITY COVERS IN FIELD.22. PROTECT UTILITY COVERS IN PLACE. ENSURE EXCESSIVE LIP BETWEEN COVER AND SLURRY DOES NOTFORM. THERMOPLASTIC STRIPING PLACED ON CONCRETE REQUIRES A PRIMER COAT PRIOR TOAPPLICATION.GENERAL NOTES:LEGEND:1. PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPER TRIMMING AND CONSTRUCTIONTECHNIQUES WHENEVER POSSIBLE. CONTRACTOR TO HIRE CERTIFIED ARBORIST FOR TREE TRIMMING TO ALLOWNECESSARY EQUIPMENT CLEARANCE AT NO ADDITIONAL COST TO THE CITY.2. WHERE TREES CANNOT BE TRIMMED TO AVOID CONFLICT WITH CONSTRUCTION EQUIPMENT, THE FOLLOWINGTECHNIQUES MAY BE UTILIZED TO MINIMIZE DAMAGE DURING CONSTRUCTION ACTIVITIES:a. USE EQUIPMENT THAT IS SHORTER IN HEIGHT OR WIDTH TO AVOID CONTACT WITH TREESb. BACK EQUIPMENT UNDER LIMBS AND FOLIAGE TO MINIMIZE CONTACT WITH CONSTRUCTION EQUIPMENTc. EMPLOY HAND TECHNIQUES TO AVOID USING EQUIPMENT UNDER VULNERABLE TREESd. UNDER COORDINATION WITH THE CITY ARBORIST, PUSH INTERFERING TREE LIMBS TEMPORARILY OUT OF THE WAY.TREE PROTECTIONPER CITY OF SAN LUIS OBISPO GRANT DEED AND ROW AGREEMENT: 1. DEED SECTION 2 - RESTORATION OF GRANTOR PROPERTY: CONTRACTOR TO RESTORE AREAS IMPACTEDBY CONSTRUCTION WITHIN THE TEMPORARY EASEMENT AREA LOCATED ON THE CHURCH OF JESUS CHRISTOF LATTER-DAY SAINTS ("GRANTOR") PROPERTY TO PRE-CONSTRUCTION CONDITION UPON COMPLETIONOF CONSTRUCTION ACTIVITIES. THIS INCLUDES, BUT IS NOT LIMITED TO REMOVAL OF ALL EQUIPMENT ANDMATERIALS; REPAIR OF ANY DAMAGE; AND REPLACEMENT OF TOPSOIL, VEGETATION, MULCH, ETC.2.DEED SECTION 5.3 - USE OF EASEMENT AREA: CONTRACTOR SHALL NOT CARRY OUT ANY ACTIVITIES THATCREATE NUISANCES OR POSE RISKS TO THE GRANTOR, INCLUDING BUT NOT LIMITED TO NOISES, ODORS,LIGHT, DUST, SMOKE, GASES, LIGHT, VIBRATION, RISK OF FIRE, EXPLOSION, OR HAZARDOUS MATERIALS.3.ROW AGREEMENT - SECTION E: CONTRACTOR TO REINSTALL THE 6' HIGH METAL SECURITY FENCE, OR ACOMPARABLE REPLACEMENT FENCE, ALONG FOOTHILL BOULEVARD AND FOR THE LENGTH OF THEPROPERTY LINE BETWEEN THE GRANTOR'S PROPERTY AND THE NEW EASEMENT AREA.4.ROW AGREEMENT - SECTION E: AS PART OF THE CONSTRUCTION PROJECT, THE CONTRACTOR PLANT EIGHTTREES WITHIN THE TEMPORARY CONSTRUCTION EASEMENT LOCATED ON THE GRANTOR'S PROPERTY.5. CONTRACTOR TO COMPLY WITH THE FULL REQUIREMENTS DESCRIBED IN THE DEED AND RIGHT OF WAYAGREEMENT, WHICH ARE PROVIDED AS AN ATTACHMENT TO THE BID DOCUMENTS.LDS BIKE PATH NOTES1. PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY DIMENSIONS WITH ENGINEER PRIOR TOSAWCUTTING AND DIG.2. FIELD VERIFY WITH ENGINEER PRIOR TO REMOVAL OF BASE FAILURES. DIGOUTS OF BASE FAILURES SHALLBE REMOVED AND REPLACED PRIOR TO FIRST LIFT. DEPTH OF BASE DIGOUT TO BE DETERMINED BYGEOTECHNICAL ENGINEER.3. ASSUMED CLASS II AGGREGATE BASE SUBGRADE ASSUMED TO BE SUFFICIENT AND TO BE PROTECTED INPLACE. PRIOR TO CONSTRUCTION, ANY CHANGE IN DEPTH OF HMA OR CLASS II AGGREGATE BASESUBGRADE MATERIAL TO BE COORDINATED WITH CITY AND GEOTECHNICAL ENGINEER.4. PLACE 10" U.O.N. MIN HOT MIX ASPHALT (HMA) TYPE "A" IN LIFTS PER STATE STANDARD SPECIFICATIONS.THE INITIAL LIFT MUST BE 3-INCHES THICK (1/2" MAX AGGREGATE) AND FINAL LIFT BE 3-INCHES THICK (1/2"MAX AGGREGATE).5. MILLING AND FILLING WITH THE INITIAL LIFT OF 3-INCHES MUST BE COMPELTED ON THE SAME WORK SHIFT.THE INITIAL LIFT OF 3-INCHES MUST BE COMPLETED FOR THE ENTIRE LENGTH AND WIDTH OF THEDESIGNATED AREA BEFORE THE FINAL LIFT CAN BE COMPLETED.6. CONTRACTOR TO PAVE UP TO GUTTER LIP OR EDGE OF EXISTING PAVEMENT SAWCUT LINE.7. PAVEMENT CROSS SLOPES SHALL MATCH EXISTING EXCEPT THAT CROSS SLOPES SHALL BE LIMITED TO 1.5%MINIMUM AND 3.0% MAXIMUM, UNLESS OTHERWISE APPROVED BY THE CITY AND/OR ENGINEER.AC MILL AND FILL NOTESDATE: 11/11/22EXPIRES: 9/30/23Page 56 of 375 CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet5001" = 250'250750KEYMAP1" = 250' HORIZONTAL SCALEKEYMAPC-1.3SKYBLMSKYCIVIL SHEET INDEX LISTSHEET NUMBER SHEET TITLEC-1.1 TITLE SHEETC-1.2 GENERAL NOTESC-1.3 KEYMAPC-2.1DEMOLITION PLAN - BIKE PATH [10+00 - 13+50]C-2.2DEMOLITION PLAN - CHORRO [33+25 - 42+25]C-3.1 FERRINIC-3.2 FERRINIC-3.3BIKE PATH [10+00 - 13+50]C-3.4BIKE PATH [13+50 - 15+32]C-3.5 BIKE PATH RETAINING WALLC-3.6RAMONA [10+00 - 17+86]C-3.7ABROAD [10+00 - 18+75]C-3.7B BROAD & MURRAYC-3.8BROAD [18+75 - 27+60]C-3.9MISSION [11+00 - 18+25]C-3.10CHORRO [10+00 - 17+50]C-3.11CHORRO [17+50 - 26+50]C-3.12LINCOLN [6+05 - 9+00]C-3.13CHORRO [26+50 - 29+50]C-3.14CHORRO [29+50 - 38+00]C-3.15CHORRO [38+00 - 41+50]C-3.16CHORRO [41+50 - 45+00]C-4.1 FELTON CURB RETURNSC-4.2 FELTON CURB RETURNSC-4.3 CERRO ROMAULDO CURB RETURNSC-4.4 CERRO ROMAULDO CURB RETURNSC-4.5 RAMONA CURB RETURNSC-4.6 RAMONA CURB RETURNSC-4.7 RAMONA CURB RETURNSC-4.8 MEINECKE CURB RETURNSC-4.9 MEINECKE CURB RETURNSC-4.10 MEINECKE CURB RETURNSC-4.11 MURRAY CURB RETURNSC-4.12 MURRAY CURB RETURNSC-4.13 MURRAY CURB RETURNSC-4.14 MURRAY CURB RETURNSC-4.15 BROAD CURB RETURNSC-4.16 BROAD CURB RETURNSC-4.17 ALMOND CURB RETURNC-4.18 MISSION CURB RETURNSC-4.19 MISSION CURB RETURNSC-4.20 MISSION CURB RETURNSC-4.21 MISSION CURB RETURNSC-4.22 MISSION CURB RETURNSC-4.23 VENABLE CURB RETURNSC-4.24 VENABLE CURB RETURNSC-4.25 CENTER CURB RETURNSC-4.26 CENTER CURB RETURNSC-4.27 CENTER CURB RETURNSC-4.28 CENTER CURB RETURNSC-4.29 MOUNTAIN VIEW CURB RETURNSC-4.30 MOUNTAIN VIEW CURB RETURNSC-4.31 MOUNTAIN VIEW CURB RETURNSC-4.32 MOUNTAIN VIEW CURB RETURNSC-4.33 MOUNTAIN VIEW CURB RETURNSC-4.34 LINCOLN CURB RETURNSC-4.35 LINCOLN CURB RETURNSC-4.36 LINCOLN CURB RETURNSC-4.37 LINCOLN CURB RETURNSC-4.38 WALNUT CURB RETURNSC-4.39 WALNUT CURB RETURNSC-4.40 WALNUT CURB RETURNSC-4.41 WALNUT CURB RETURNSC-4.42 PEACH CURB RETURNSC-4.43 PEACH CURB RETURNSC-4.44 PEACH CURB RETURNSC-4.45 PEACH CURB RETURNSC-4.46 MILL CURB RETURNSC-4.47 MILL CURB RETURNSC-4.48 MILL CURB RETURNSC-4.49 MILL CURB RETURNSC-5.1 CIVIL DETAILSC-5.2 CIVIL DETAILSC-5.3 CIVIL DETAILSDATE: 11/11/22EXPIRES: 9/30/23Page 57 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.PROTECT AND PRESERVE EXISTING SIGN AND POST IN PLACE.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REMOVE AND REINSTALL EXISTING SIGN ON NEW PUNCH POST UNLESS EXISTING POSTCAN BE SALVAGED PER CITY STD 7215.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.NOT USED.NOT USED.REMOVE EXISTING CONCRETE CURB. CURB TO BE REPLACED WITH PROPOSED CURB &GUTTER AS SHOWN ON SHEET C-3.15.REMOVE EXISTING CONCRETE CURB AND GUTTER.REMOVE EXISTING TREE, INCLUDING STUMPS AND ROOTS.REMOVE ALL EXISTING VEGETATION WITHIN EXISTING 20' EASEMENT.REMOVE EXISTING DRIP IRRIGATION LINES, STUB AND CAP AT LDS PROPERTY.12345612345678910111213PROTECT AND PRESERVEEXISTING PILASTERS, FENCE ANDCONCRETE MOW STRIP, U.O.N.CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060BIKE PATH [10+00 - 15+32]DEMOLITION PLAN - BIKE PATH [10+00 - 13+50]C-2.1SKYBLMSKY61630"x24"CAL FRESH SHOPPING CENTER(NOT A PART)PROTECT AND PRESERVEEXISTING WALL (TYP)2REMOVE EXISTING PILASTERAND FOUNDATIONREMOVE EXISTING FENCE ANDCONCRETE MOW STRIP (APPROX 25 LF)6PROTECT AND PRESERVEEXISTING PILASTER11111LDS CHURCH(NOT A PART)6228"521REMOVE EXISTING PILASTERAND FOUNDATIONPROTECT AND PRESERVEEXISTING WALL (TYP)266REMOVE EXISTING FENCE ANDCONCRETE MOW STRIP (APPROX 50 LF).REMOVE ALL EXISTING VEGETATIONLOCATED BETWEEN EXISTING BACK OFWALK AND ROW.REMOVE EXISTING MOWSTRIP (APPROX 20 LF)REMOVE EXISTING PILASTERAND FOUNDATIONPROTECT AND PRESERVEEXISTING PILASTER62211REMOVE AND REPLACEEXISTING DAMAGEDCONCRETE PANEL111112"4"11111212121212131112"111111118"116"13116"ADJUST/RAISE EXISTINGTV AND PAC BELL BOXESPROTECT AND PRESERVEEXISTING PG&E VAULTPROTECT (2) EXISTING CITYPROJECT SIGNS IN PLACEDATE: 11/11/22EXPIRES: 9/30/23Page 58 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.PROTECT AND PRESERVE EXISTING SIGN AND POST IN PLACE.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REMOVE AND REINSTALL EXISTING SIGN ON NEW PUNCH POST UNLESS EXISTING POSTCAN BE SALVAGED PER CITY STD 7215.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.NOT USED.NOT USED.REMOVE EXISTING CONCRETE CURB. CURB TO BE REPLACED WITH PROPOSED CURB &GUTTER AS SHOWN ON SHEET C-3.15.REMOVE EXISTING CONCRETE CURB AND GUTTER.REMOVE EXISTING TREE, INCLUDING STUMPS AND ROOTS.REMOVE ALL EXISTING VEGETATION WITHIN EXISTING 20' EASEMENT.REMOVE EXISTING DRIP IRRIGATION LINES, STUB AND CAP AT LDS PROPERTY.12345612345678910111213CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060CHORRO [38+00 - 42+25]MATCHLINE - SEE ABOVEDEMOLITION PLAN - CHORRO [33+25 - 42+25]C-2.2SKYBLMSKY2511226132462926661162430"X24"99225959962296225462969220feet401" = 20'2060CHORRO [33+25 - 38+00]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOW5145544324211246455553666423222246614226666666266626122REMOVE AND REPLACE CURB, GUTTER AND SIDEWALK PER CITY STD 4030 AND4110. ASPHALT PAVEMENT DIGOUT REPAIR. REMOVE AC/BASE AND REPLACE WITH10" DEEP LIFT HOT MIX ASPHALT (HMA) TYPE "A" (12" MAX AGGREGATE).PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH CITY ANDCITY ARBORIST IF ADJACENT PINE TREE, WHICH IS SUSPECTED TO BE UPROOTINGTHE PAVEMENT, WILL BE IMPACTED BY HMA AND DIGOUT REPAIRS665230"X24"2211230"X24"2212DATE: 11/11/22EXPIRES: 9/30/23Page 59 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060FERRINI1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOWFERRINIC-3.1SKYBLMSKYMATCHLINE - SEE BELOW0feet401" = 20'2060FERRINI1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOWMATCHLINE - SEE NEXT SHEETMATCHLINE - SEE ABOVE7777744663310DATE: 11/11/22EXPIRES: 9/30/23Page 60 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.12345678910110feet401" = 20'2060FERRINI1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOWMATCHLINE - SEE ABOVECITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060FERRINI1" = 20' HORIZONTAL SCALEMATCHLINE - SEE PREVIOUS SHEETFERRINIC-3.2SKYBLMSKY74677773364824"X24"1010MATCHLINE - SEE NEXT SHEET4DATE: 11/11/22EXPIRES: 9/30/23Page 61 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).12345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060BIKE PATH [10+00 - 13+50]1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEMATCHLINE - SEE NEXT SHEETBIKE PATH [10+00 - 13+50]C-3.3SKYBLMSKY9NOTES:1. PROTECT AND PRESERVE EXISTING WALL AND FOOTING.¬ PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXISTING DEPTHAND EXTENTS OF EXISTING WALL FOOTING.¬ CONTRACTOR SHALL IDENTIFY AND REPORT ANY POTENTIAL CONFLICTS WITH PROPOSED WALL FOOTINGAND/OR PROPOSED FOOTING CONSTRUCTION AS SOON AS FEASIBLE.¬ INFORMATION FOUND SHALL BE SHARED WITH CITY AND ENGINEER OF RECORD.2. REFER TO ELECTRICAL PLANS FOR CONDUIT LOCATION.NOTE:1. ALL BIKE PATH STRIPING TO BE TRAFFIC RATEDPAINT (NOT THERMOPLASTIC) (TYP), EXCEPTFOR BIKE & PEDESTRIAN SYMBOLS, WHICH AREPREFORMED THERMOPLASTIC SHEETS.MATCHLINE - SEEPREVIOUS SHEET4DATE: 11/11/22EXPIRES: 9/30/23Page 62 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).12345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060BIKE PATH [13+50 - 15+32]1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEELEVATIONMATCHLINE - SEE PREVIOUS SHEETBIKE PATH [13+50 - 15+32]C-3.4SKYBLMSKY713NOTES:1. PROTECT AND PRESERVE EXISTING WALL AND FOOTING.¬ PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXISTING DEPTHAND EXTENTS OF EXISTING WALL FOOTING.¬ CONTRACTOR SHALL IDENTIFY AND REPORT ANY POTENTIAL CONFLICTS WITH PROPOSED WALL FOOTINGAND/OR PROPOSED FOOTING CONSTRUCTION AS SOON AS FEASIBLE.¬ INFORMATION FOUND SHALL BE SHARED WITH CITY AND ENGINEER OF RECORD.NOTES:1. PROTECT AND PRESERVE EXISTING WALL AND FOOTING.¬ PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXISTING DEPTHAND EXTENTS OF EXISTING WALL FOOTING.¬ CONTRACTOR SHALL IDENTIFY AND REPORT ANY POTENTIAL CONFLICTS WITH PROPOSED WALL FOOTINGAND/OR PROPOSED FOOTING CONSTRUCTION AS SOON AS FEASIBLE.¬ INFORMATION FOUND SHALL BE SHARED WITH CITY AND ENGINEER OF RECORD.PER CITY OF SAN LUIS OBISPO GRANT DEED AND ROW AGREEMENT:¬1. DEED SECTION 2 - RESTORATION OF GRANTOR PROPERTY: CONTRACTOR TO RESTOREAREAS IMPACTED BY CONSTRUCTION WITHIN THE TEMPORARY EASEMENT AREA LOCATEDON THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS ("GRANTOR") PROPERTY TOPRE-CONSTRUCTION CONDITION UPON COMPLETION OF CONSTRUCTION ACTIVITIES. THISINCLUDES, BUT IS NOT LIMITED TO REMOVAL OF ALL EQUIPMENT AND MATERIALS; REPAIROF ANY DAMAGE; AND REPLACEMENT OF TOPSOIL, VEGETATION, MULCH, ETC.2.DEED SECTION 5.3 - USE OF EASEMENT AREA: CONTRACTOR SHALL NOT CARRY OUT ANYACTIVITIES THAT CREATE NUISANCES OR POSE RISKS TO THE GRANTOR, INCLUDING BUT NOTLIMITED TO NOISES, ODORS, LIGHT, DUST, SMOKE, GASES, LIGHT, VIBRATION, RISK OF FIRE,EXPLOSION, OR HAZARDOUS MATERIALS.3.ROW AGREEMENT - SECTION E: CONTRACTOR TO REINSTALL THE 6' HIGH METAL SECURITYFENCE, OR A COMPARABLE REPLACEMENT FENCE, ALONG FOOTHILL BOULEVARD ANDFOR THE LENGTH OF THE PROPERTY LINE BETWEEN THE GRANTOR'S PROPERTY AND THE NEWEASEMENT AREA.4.ROW AGREEMENT - SECTION E: AS PART OF THE CONSTRUCTION PROJECT, THECONTRACTOR PLANT EIGHT TREES WITHIN THE TEMPORARY CONSTRUCTION EASEMENTLOCATED ON THE GRANTOR'S PROPERTY.5. CONTRACTOR TO COMPLY WITH THE FULL REQUIREMENTS DESCRIBED IN THE DEED ANDRIGHT OF WAY AGREEMENT, WHICH ARE PROVIDED AS AN ATTACHMENT TO THE BIDDOCUMENTS.NOTE:1. ALL BIKE PATH STRIPING TO BE TRAFFIC RATEDPAINT (NOT THERMOPLASTIC) (TYP)4DATE: 11/11/22EXPIRES: 9/30/23Page 63 of 375 CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU211000036BIKE PATH RETAINING WALLC-3.5SKYBLMSKY0feet401" = 20'2060RETAINING WALL(W)1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEELEVATIONDATE: 11/11/22EXPIRES: 9/30/23Page 64 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060RAMONA [10+00 - 14+25]1" = 20' HORIZONTAL SCALE0feet401" = 20'2060RAMONA [14+25 - 17+86]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOWMATCHLINE - SEE ABOVEBIKE PATH - SEE PREVIOUS SHEETMATCHLINE - SEE NEXT SHEETRAMONA [10+00 - 17+86]C-3.6SKYBLMSKY764736443777341DATE: 11/11/22EXPIRES: 9/30/23Page 65 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060BROAD [10+00 - 14+25]1" = 20' HORIZONTAL SCALE0feet401" = 20'2060BROAD [14+25 - 18+75]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOWMATCHLINE - SEE ABOVEMATCHLINE - SEE NEXT SHEETMATCHLINE - SEE PREVIOUS SHEETMATCHLINE - SEE PREVIOUS SHEETBROAD [10+00 - 18+75]C-3.7ASKYBLMSKY86677343436444367476368348634463430"X24"60"X24"18"X18"1063410DATE: 11/11/22EXPIRES: 9/30/23Page 66 of 375 CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet201" = 10'1030BROAD & MURRAYBROAD & MURRAYC-3.7BSKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 67 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060BROAD [18+75 - 23+25]1" = 20' HORIZONTAL SCALE0feet401" = 20'2060BROAD [23+25 - 27+60]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOWMATCHLINE - SEE ABOVEMATCHLINE - SEE NEXT SHEETMATCHLINE - SEE PREVIOUS SHEETBROAD [18+75 - 27+60]C-3.8SKYBLMSKY637777774634840"X24"10BROAD CURB DETAILSCALE: 1" = 10'1010DATE: 11/11/22EXPIRES: 9/30/23Page 68 of 375 SDSDSSSSSSSSSSSSSSGREENWAY^^^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^SD/// /// /// /// /// /// /// ///10+0011+00 +0015+0016+0017+0018+00INTERSECTION DATASTA=10+00.00 CHORROSTA=16+75.63 MISSIONN=2301989.58E=5765140.20INSTALL GREENWAY SIGN ON 14' PUNCH POST. SEEDETAIL A. INSTALL R4-11 UNDER GREENWAY SIGN.GREENWAY SIGN AND RIGHT ARROW PLAQUE ON 12' PUNCH POST. SEE DETAIL AGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPDETAIL 22, 50 LFBIKE SYMBOL AND ARROWNOTCHED CURB MEDIAN PER DETAILK, SHEET C-5.2. SEE LANDSCAPEPLANS FOR PLANTER DETAILS.10'10'8'3'12 SCALE STOP LEGENDSEE SHEET C-4.19FOR CURBRETURNSEE SHEET C-4.18 FOR CURB RETURNSEE SHEET C-4.22FOR CURBRETURNSEE SHEET C-4.21FOR CURBRETURNSEE SHEET C-4.20FOR CURBRETURNINSTALL BACK TO BACK GREENWAY SIGNS.NORTHBOUND SIGN WITH LEFT ARROWPLAQUE ON 12' PUNCH POSTSTOP LEGEND & LIMIT LINE, 22 SF19.7'19.6'9'STOP LEGEND & LIMIT LINE 22 SF12" WHITE, 11 LF12" WHITE, 18 LF12" WHITE, 18 LFDETAIL 22, 11 LFDETAIL 22, 9 LFINSTALL 18" R1-1 SIGNON 12' PUNCH POSTINSTALL RED CURB PAINTEDGE GRIND, 76 LFEDGE GRIND, 18 LFEDGE GRIND, 4 LFEXISTING STOP SIGN, REMOVE& REINSTALL IN PLACEEXISTING STOP SIGN, REMOVE & REINSTALL IN PLACEEXISTING STOP SIGN,PROTECT IN PLACERELOCATE EXISTING STOP SIGNR4-11 ON 12' PUNCHPOST IN PARKWAYSSSSSSSSSSSS SS SS GREENWAYGREEN WAY >>>^^^^ ^+0012+0013+0014+11+00 10+00INTERSECTION DATASTA=12+87.98 MISSIONSTA=10+00.00 ALMONDN=2301939.22E=5764755.84220225219221222223224226227228229ALMOND S T R E E TSEE SHEET C-4.17FOR CURBRETURNDETAIL 1108 LFGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPSTOP LEGENDAND LIMIT LINE12" WHITE, 26 LFNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060MISSION [11+00 - 14+00]1" = 20' HORIZONTAL SCALE0feet401" = 20'2060MISSION [14+00 - 18+25]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOWMATCHLINE - SEE ABOVEMISSION [11+00 - 18+25]C-3.9SKYBLMSKY3477777636343663446325MATCHLINE - SEE PREVIOUS SHEET47DDPage 69 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011SD^^^^^^^^ ^^^ ^^^^^^^^^^^^^^^^^^^^//////////////////////////////////////////////////////////////////////////////////////////////////////10+0011+0014+0015+0016+0017+0010+0011+00INTERSECTION DATASTA=17+09.04 CHORROSTA=10+00.00 CENTERN=2301310.85E=5765345.30INTERSECTION DATASTA=13+54.79 CHORROSTA=10+00.00 VENABLEN=2301650.02E=5765243.044" WHITE EDGE LINEDETAIL 22, 50 LFBIKE SYMBOL AND ARROW4" YELLOW APPROX 25'NOTCHED CURB MEDIAN PER DETAIL K, SHEET C-5.2.SEE LANDSCAPE PLANS FOR PLANTER DETAILS.4" YELLOW LINE, 3' WITH 9' GAPNOTCHED CURB MEDIAN PER DETAILK, SHEET C-5.2. SEE LANDSCAPEPLANS FOR PLANTER DETAILS.12 SCALE STOP LEGENDSTOP BARBIKE SYMBOL AND ARROWHI VIS CROSSWALKPER ENG STD 7350. 37 LF.STOP LEGEND & LIMIT LINE12 SCALE STOP LEGENDAND LIMIT LINE"RIGHT TURN YIELD TO BIKE" SIGN (R10-15)SEE SHEET C-4.23FOR CURBRETURNSEE SHEET C-4.24FOR CURBRETURNSEE SHEET C-4.26FOR CURBRETURNSEE SHEET C-4.25FOR CURBRETURNGREEN BIKE LANE MARKINGS PERDETAIL J, (CASE 3) 32 LFSEE SHEET C-4.28 FOR CURB RETURNSEE SHEET C-4.27FOR CURBRETURN4" YELLOW APPROX 25'DETAIL 2250 LFDETAIL 1151 LFINSTALL R7-9 ON 12'PUNCH POSTINSTALL R7-9 AND END PLAQUE ON 12' PUNCH POSTINSTALL R7-9 AND BEGINPLAQUE ON EXISTINGPUNCH POST WITHSTREET NAME SIGNS.8.0'10'10'4.5'12" WHITE19 LF12" WHITE16 LFSTOP LEGEND & LIMIT LINE12" WHITE10 LFHI VIS CROSSWALKPER ENG STD 7350. 38 LF.12" WHITE18 LFDETAIL 22, 50 LFSTOP SIGN,PROTECT IN PLACEEDGE GRIND, 353 LFNOTCHED CURB MEDIAN PER DETAIL K,SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 14 PLANTERS.6 PLANTERS7 PLANTERS2 PLANTERSSTA=13+31STA=13+79STA=14+08STA=14+21STA=14+57STA=14+93STA=15+03STA=15+95STA=15+62STA=16+43STA=16+65EXISTING STOP SIGN, REMOVEAND REINSTALL IN PLACE.EXISTING STOP SIGN, REMOVEAND REINSTALL IN PLACE.3'4.5'SDSDSSSSGREENWAY^^^^^^^^^^^^^^^^^^^^^^//////////////////////////////////////////10+0011+0012+0013+0016+0017+00INTERSECTION DATASTA=10+00.00 CHORROSTA=16+75.63 MISSIONN=2301989.58E=5765140.20NOTCHED CURB MEDIAN PER DETAILK, SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 16 PLANTERS.R4-11 ON 12' PUNCHPOST IN PARKWAYSTOP BAR AND LEGEND4" WHITE EDGE LINEDETAIL 2250 LFHI VIS CROSSWALK PERENG STD 7350. 37 LFBIKE CROSSING PER DETAIL ITWO (2) BACK TO BACK GREENWAY SIGNS ON 12' PUNCH POST IN PAVERS. SEE DETAIL BINSTALL R7-9 SIGN UNDER SOUTHBOUND GREENWAY SIGNBIKE SYMBOL AND ARROW4" YELLOW APPROX 25'4" YELLOW LINE, 3' WITH 9' GAPBIKE BUFFER PER DETAIL FNOTCHED CURB MEDIAN PER DETAIL K,SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 14 PLANTERS.12 SCALE STOP LEGENDSTOP BARDETAIL 1, 185 lfSEE SHEET C-4.21FOR CURBRETURNSEE SHEET C-4.22FOR CURBRETURNSEE SHEET C-4.19FOR CURBRETURNSEE SHEET C-4.20FOR CURBRETURNINSTALL "NO PARKING BIKELANE" SIGN (R7-9) ON NEWPUNCH POST8.0'10'10'4.5'4.5'INSTALL 18" R1-1 SIGN ON 12' PUNCH POSTGREENWAY SYMBOL PERDETAIL BEDGE GRIND,176 LFEDGE GRIND, 14 LFEDGE GRIND, 17 LFEDGE GRIND, 16 LFSTA=10+43STA=11+23STA=12+57EXISTING STOP SIGN,REMOVE ANDREINSTALL IN PLACE.3'CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU211000036CHORRO [10+00 - 17+50]C-3.10SKYBLMSKY0feet401" = 20'2060CHORRO [10+00 - 13+00]1" = 20' HORIZONTAL SCALE0feet401" = 20'2060CHORRO [13+00 - 17+50]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOWMATCHLINE - SEE ABOVE767777776336334636464464646433638827"x44.5"(24"X36"OPENING)42"X30"Page 70 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011>>>>>>^^^^^^^^^^ ^ ^^^^^^^^^^^^^^^^^^^^^//////////////////22+0023+0024+0025+0026+0010+00INTERSECTION DATASTA=24+58.02 CHORROSTA=10+00.00 LINCOLNN=2300640.95E=5765660.424" YELLOW LINE, 3' WITH 9' GAPNOTCHED CURB MEDIAN PER DETAIL K,SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 3 PLANTERS.NOTCHED CURB MEDIAN PER DETAIL K,SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 10 PLANTERS.TWO (2) BACK TO BACK GREENWAY SIGNSON 12' PUNCH POST IN PAVERS. SEE DETAIL AREMOVE R4-11 SIGN AND PUNCH POSTINSTALL (11) GREENBACK CHEVRONS PER DETAIL IBIKE SYMBOLAND ARROW, 10.5 SF4" YELLOW APPROX 25'4" WHITE EDGE LINEDETAIL 1151 LFHI VIS CROSSWALKPER ENG STD 7350, 37 LF12 SCALE STOP LEGENDNOTCHED MEDIAN PERDETAIL K, SHEET C-5.2EDGE GRIND, 65 LFSTOP LEGEND & LIMIT LINEDETAIL 2250 LFINSTALL GREENWAY SIGN ON 12'PUNCH POST AND MODIFIED R10-15SIGN "LEFT/RIGHT TURN YIELD TO BIKES"STOP LEGEND& LIMIT LINEBIKE SYMBOL AND ARROW, 10.5 SF TYPGREENWAY SIGN AND R7-9 SIGN ON 12' PUNCH POSTSTRIPED BUFFER WITH ZICLA ZEBRASEPARATORS PER DETAIL G.GRIND EXISTING STRIPING ON CONCRETEBRIDGE DECK AND RESTRIPE PER PLANSTOP BARSEE SHEET C-4.34FOR CURBRETURNSEE SHEET C-4.35FOR CURBRETURNSEE SHEET C-4.36FOR CURBRETURNSEE SHEET C-4.37FOR CURBRETURNGREEN BACK SHARROWPER DETAIL CREMOVE AND RELOCATEEXISTING STOP SIGNGREENWAY SIGN ON 12' PUNCH POSTSTOP LEGEND& LIMIT LINER7-9 SIGN AND END PLAQUEON 12' PUNCH POSTREMOVE AND REPLACE CURB, GUTTER ANDSIDEWALK PER CITY STD 4030 AND 4110. ASPHALTPAVEMENT DIGOUT REPAIR. REMOVE AC/BASE ANDREPLACE WITH 10" DEEP LIFT HOT MIX ASPHALT(HMA) TYPE "A" (1/2" MAX AGGREGATE).8.0'10.0'10.0'4.5'6.3'10.5'10.5'6.1'DETAIL 2279 LFHI VIS CROSSWALKPER ENG STD 7350, 35 LF12" WHITE, 14 LF12" WHITE, 19 LF12" WHITE, 11 LFDETAIL 2250 LFHI VIS CROSSWALKPER ENG STD 7350, 40 LFHI VIS CROSSWALKPER ENG STD 7350, 40 LFSTA=26+04.43ME=198.22±STA=25+81.81ME=197.93±DETAIL 2216 LFGREEN BIKE LANE MARKINGSPER DETAIL J, (CASE 1) 66 LFDETAIL 161 LF CONT3' WIDE MEDIAN PERDETAIL L, SHEET C-5.222.7'42.2'3' WIDE MEDIAN PERDETAIL L, SHEET C-5.2±197.7 TC±196.8 FLMATCHEXISTING±198.2 TC±197.2 FLMATCHEXISTING19.1'REINSTALL STOP BAR10'18'14'STA=22+03STA=22+49STA=23+00STA=22+86STA=23+37STA=23+49NOTCHED CURB MEDIAN PER DETAIL K,SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 2 PLANTERS.PEXISTING STOP SIGN, REMOVEAND REINSTALL IN PLACE.REMOVE & REINSTALL EXISTINGSTOP SIGN. ADD R7-9 SIGN ANDEND PLAQUE BELOW STOP SIGN.REMOVE AND RELOCATEEXISTING STOP SIGN.4.5'3'>>>>>>>>^^^^^^^^^^ ^ ^^^^^^^^^^^^^^^^^18+0019+0020+0021+0022+0010+0011+00INTERSECTION DATASTA=20+98.86 CHORROSTA=10+00.00 MOUNTAIN VIEWN=2300937.71E=5765458.13NOTCHED CURB MEDIASHEET C-5.2. SEE LAFOR PLANTER DETA4" YELLOW LINE,3' WITH 9' GAPBIKE SYMBOL AND ARROW4" WHITE EDGE LINEDETAIL 1204 LFNOTCHED CURB MEDIAN PER DETAIL K,SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 4 PLANTERS.BIKE SYMBOL AND ARROW, 10.5 SF TYP4" YELLOW APPROX 25'NOTCHED CURB MEDIAN PER DETAILK, SHEET C-5.2. SEE LANDSCAPEPLANS FOR PLANTER DETAILS.4" YELLOW LINE, 3' WITH 9' GAPNOTCHED CURB MEDIAN PER DETAILK, SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 14 PLANTERS.12' PUNCH POST WITH NORTHBOUNDFACING R1-1 (18" x 18")."LEFT TURN YIELD TO BIKE" SIGN (R10-15)SEE SHEET C-4.30FOR CURBRETURNSEE SHEET C-4.29FOR CURBRETURNSEE SHEET C-4.31FOR CURBRETURNSEE SHEET C-4.33FOR CURBRETURNSEE LANDSCAPEPLANSSTOP LEGEND & LIMIT LINEBIKE CROSSING PER CITY STD. 7360, CLASS 3INSTALL R7-9 SIGN AND ENDPLAQUE ON 12' PUNCH POST4" YELLOW APPROX 25'INSTALL R7-9 SIGN ON12' PUNCH POST10'10'4.5'4.5'12" WHITE18 LFDETAIL 2250 LFDETAIL 2250 LFDETAIL 2250 LFREINSTALL STOP LEGEND& LIMIT LINE12" WHITE,18 LFSTA=18+15STA=18+54STA=18+77STA=19+22STA=19+49STA=19+99STA=19+84STA=20+34STA=20+63STA=21+62STA=21+425 PLANTERS.3 PLANTERS.6 PLANTERS.NOTCHED CURB MEDIAN PER DETAIL K,SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 4 PLANTERS.STA=22+03EXISTING STOP SIGN, REMOVEAND REINSTALL IN PLACE.EXISTING STREET SIGN, REMOVEAND REINSTALL IN PLACEEXISTING STOP SIGN, REMOVEAND REINSTALL IN PLACE.8'3'CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU211000036CHORRO [17+50 - 26+50]C-3.11SKYBLMSKY0feet401" = 20'2060CHORRO [21+75 - 26+50]1" = 20' HORIZONTAL SCALEMATCHLIN E - S E E B E L O W MATCHLINE - SEE ABOVE0feet401" = 20'2060CHORRO [17+50 - 21+75]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE PREVIOUS SHEETMATCHLINE - SEE CHORRO [26+50 - 29+50]MATCHLINE - SEE NEXT SHEET756346344776647677743634653644Page 71 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU211000036LINCOLN [6+05 - 9+00]C-3.12SKYBLMSKY0feet401" = 20'2060LINCOLN [6+05 - 9+00]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE PREVIOUS SH E E T 839"X39"824"X24"DATE: 11/11/22EXPIRES: 9/30/23Page 72 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060CHORRO [26+50 - 29+50]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE CHORRO [21+75 - 26+50]MATCHLINE - SEE NEXT SHEETCHORRO [26+50 - 29+50]C-3.13SKYBLMSKY779DATE: 11/11/22EXPIRES: 9/30/23Page 73 of 375 SD SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWFF>>>>> >^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////34+0035+0036+0037+0038+10+00 10+00INTERSECTION DATASTA=37+51.26 CHORROSTA=10+00.00 MILLN=2299572.28E=5766388.73INTERSECTION DATASTA=33+91.02 CHORROSTA=10+00.00 PEACHN=2299870.04E=5766185.96GREEN BIKE LANE MARKINGS PER DETAIL J, (CASE 3) 22 LFHI VIS CROSSWALKPER ENG STD 7350. 29 LF1.25' WIDE MEDIAN PER DETAIL M, SHEET C-5.2BIKE SYMBOL AND ARROW, 10.5 SF TYPDETAIL 22, 50 LFYELLOW "SLOW" LEGEND, 21 SF TYPYELLOW "SCHOOL"LEGEND. 35 SF, TYPYELLOW "XING" LEGEND21 SF, TYPREMOVE AND REPLACE CURB, GUTTER AND SIDEWALK PERCITY STD 4030 AND 4110. ASPHALT PAVEMENT DIGOUTREPAIR. REMOVE AC/BASE AND REPLACE WITH 10" DEEP LIFTHOT MIX ASPHALT (HMA) TYPE "A" (1/2" MAX AGGREGATE).FURNISH AND INSTALL RAPID RECTANGULAR FLASHINGBEACON SYSTEM (RRFB) (CARMANAH R920-F ORAPPROVED EQUAL), PEDESTRIAN PUSH BUTTON ANDSOLAR KIT ON NEW 12' PUNCH POST.INSTALL PEDESTRIAN CROSSING SIGNS (W11-2 ANDW16-7P) ON BOTH SIDES OF PUCH POST. SIGNS SHALL BEFLOURESCENT YELLOW/GREENYIELD LINEBIKE SYMBOLAND ARROW10.5 SF TYPBIKE SYMBOL AND ARROW, 10.5 SF TYP1.25' WIDE MEDIAN PERDETAIL M, SHEET C-5.21.25' WIDE MEDIAN PERDETAIL M, SHEET C-5.2YIELD LINEDETAIL 1180 LFREMOVE R26(CA) ANDD11-1 SIGN FROMEXISTING PUNCH POST.INSTALL R7-9 AND R81SIGN ON EXISTINGPUNCH POST.REPLACE IN ROADWAY PEDESTRIAN CROSSING SIGNSYELLOW HI VISCROSSWALKPER ENG STD 7350INSTALL R1-1 PUNCH POST WITH TWO RED RETROREFLECTIVE SHEETING FLAGS ABOVE THE SIGN,WITH THE FLAGS ORIENTED TO BE 45 DEGREES AND A STRIP OF RED RETROREFLECTIVEMATERIAL PLACED FOR THE FULL LENGTH OF THE PUNCH POST FROM THE BOTTOM MOST SIGNTO 2 FEET ABOVE THE EDGE OF THE ROADWAY. INSTALL "RIGHT TURN YIELD TO BIKE"SIGN (R10-15) AND ADD AN "ALL WAY PLAQUE UNDER THE STOP SIGN.HI VIS CROSSWALKPER ENG STD 7350. 25 LFFURNISH AND INSTALL RAPID RECTANGULAR FLASHINGBEACON SYSTEM (RRFB) (CARMANAH R920-F ORAPPROVED EQUAL), PEDESTRIAN PUSH BUTTON ANDSOLAR KIT ON NEW TYPE 1C POLE.INSTALL PEDESTRIAN CROSSING SIGNS (W11-2 ANDW16-7P) ON BOTH SIDES OF PUCH POST. SIGNS SHALL BEFLOURESCENT YELLOW/GREENSEE SHEET C-4.42FOR CURBRETURNSEE SHEET C-4.43FOR CURBRETURNSEE SHEET C-4.44FOR CURBRETURNSEE SHEET C-4.45FOR CURBRETURNSEE SHEET C-4.49FOR CURBRETURNSEE SHEET C-4FOR CURBRETURNSEE SHEET C-4.47FOR CURBRETURNSEE SHEET C-4.46FOR CURBRETURN30REMOVE R26(CA) AND D11-1 SIGN FROMEXISTING PUNCH POST. INSTALL R7-9 ANDR81 SIGN ON EXISTING PUNCH POST.STOP BAR AND LEGEND, 22 SF6.9'10'10'5.1'REMOVE AND REPLACEEXISTING STOP SIGN.REMOVE "CROSS TRAFFICDOES NOT STOP" SIGN ANDADD "ALL WAY" PLAQUEUNDER STOP SIGNREMOVE AND REPLACEEXISTING STOP SIGN.REMOVE "CROSS TRAFFICDOES NOT STOP" SIGN ANDADD "ALL WAY" PLAQUEUNDER STOP SIGNINSTALL R1-1 PUNCH POST WITH TWO REDRETROREFLECTIVE SHEETING FLAGS ABOVE THE SIGN,WITH THE FLAGS ORIENTED TO BE 45 DEGREES AND ASTRIP OF RED RETROREFLECTIVE MATERIAL PLACED FORTHE FULL LENGTH OF THE PUNCH POST FROM THEBOTTOM MOST SIGN TO 2 FEET ABOVE THE EDGE OF THEROADWAY. INSTALL "RIGHT TURN YIELD TO BIKE"SIGN (R10-15) AND ADD AN "ALL WAY PLAQUE UNDERTHE STOP SIGN.DETAIL 2250 LFDETAIL 22, 50 LFHI VIS CROSSWALKPER ENG STD 7350. 39 LFHI VIS CROSSWALKPER ENG STD 7350. 40 LF12" WHITE, 11 LFSTOP BAR ANDLEGEND, 22 SF12" WHITE,12 LFGREEN BIKE LANE MARKINGSPER DETAIL J, (CASE 2) 16 LF27'GREEN BIKE LANE MARKINGSPER DETAIL J, (CASE 2) 16 LFGREEN BIKE LANEMARKINGS PER DETAILJ, (CASE 2 16 LFSTA=36+28.75ME=212.87±STA=35+95.75ME=210.35±12" WHITE, 11 LF12" WHITE, 11 LFSTOP BAR AND LEGEND, 22 SFSTOP BAR AND LEGEND, 22 SF12" WHITE, 15 LF12" WHITE,19 LFSTOP BAR ANDLEGEND, 22 SFSTOP BAR ANDLEGEND, 22 SF±209.3 TC±208.8 FLMATCHEXISTING±212.2 TC±211.7 FLMATCHEXISTING±220.9 FS SAWCUT AP MATCH EXISTSTA=37+63.26 0.00± () CL_ChorroGREEN BIKE LANE MARKINGSPER DETAIL J, (CASE 3) 22 LFGREEN BIKE LANE MARKINGSPER DETAIL J, (CASE 3) 37 LFGREEN BIKE LANEMARKINGS PER DETAILJ, (CASE 3) 37 LFEDGE GRIND, 8 LFEDGE GRIND,89 LFEDGE GRIND, 6 LFEDGE GRIND, 280 LFEDGE GRIND, 26 LFEDGE GRIND, 23 LFEDGE GRIND,28 LFREMOVE NOPARKING SIGNEXISTING STOP SREMOVE ANDREINSTALL IN PLAREMOVE NOPARKING SIGNEXISTING STOPSIGN, REMOVEAND REINSTALLIN PLACE.1.25' WIDE MEDIAN PER DETAIL M, SHEET C-5.2SDSDSDX X XXXXXXX X SD ^^^^^^^^^^^^^^^^^^XXXXX/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////30+0031+0032+0033+0010+00INTERSECTION DATASTA=30+30.98 CHORROSTA=10+00.00 WALNUTN=2300167.64E=5765983.33HI VIS CROSSWALKPER ENG STD 7350, 50 LFDETAIL 22, 50 LFSTOP BAR ANDLEGEND, 22 SFGREEN BIKE LANE MARKINGSPER DETAIL J, (CASE 3) 48 LFBIKE SYMBOL ANDARROW, 10.5 SF TYPBIKE SYMBOL AND ARROW12' BREAK IN MEDIAN FORSTORM DRAIN & EXISTING SSMHPRIVATE PARCELAPN: 002-293-015PRIVATE PARCELAPN: 002-292-031"RIGHT TURN YIELD TO BIKE" SIGN (R10-15)SEE SHEET C-4.38FOR CURBRETURNSEE SHEET C-4.40FOR CURBRETURN7'10'10'5.8'8.6'10'10'6.5'DETAIL 2250 LFDETAIL 1180 LFGREEN BIKE LANE MARKINGSPER DETAIL J, (CASE 2) 52 LFREMOVE AND REPLACEXISTING FENCE, 23 LF. REFERTO LANDSCAPE PLANS.SEE LANDSCAPEPLANS (TYP)SEE LANDSCAPEPLANS (TYP)PROTECT AND PRESERVEEXISTING FENCEPROTECT AND PRESERVEEXISTING FENCE12" WHITE, 12 LFSTA=31+48.95 17.70' LSTA=31+69.10 18.17' LBEGIN MEDIAN TRANSITIONEND MEDIAN TRANSITION1.25' WIDE MEDIAN PERDETAIL M, SHEET C-5.21.25' WIDE MEDIAN PERDETAIL M, SHEET C-5.2EDGE GRIND, 212 LFEDGE GRIND, 380 LF(L)STA=29+43.21OFFSET=11.0' (L)STA=29+67.82OFFSET=11.0' (L)STA=30+09.57OFFSET=11.0' (R)STA=29+66.49OFFSET=11.0' (R)NOTCHED CURB MEDIAN PER DETAIL K,SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 9 PLANTERS.STA=30+74.61OFFSET=11.0' (R)STA=31+43.25OFFSET=11.0' (R)NOTCHED CURB MEDIAN PER DETAILK, SHEET C-5.2. SEE LANDSCAPEPLANS FOR PLANTER DETAILS.14 PLANTERS6 PLANTERSPROTECT (2) EXISTINGCITY PROJECT SIGNSIN PLACERELOCATE EXISTINGSTOP SIGNRELOCATE EXISTING BLOCK WALLTO PROPOSED BACK OF WALKNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060CHORRO [33+25 - 38+00]MATCHLINE - SEE PREVIOUS SHEET1" = 20' HORIZONTAL SCALEMATCHLINE - SEE NEXT SHEET0feet401" = 20'2060CHORRO [29+50 - 33+25]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE ABOVEMATCHLINE - SEE BELOWCHORRO [29+50 - 38+00]C-3.14SKYBLMSKY3774644633763777366644446443433663446335830"X24"99Page 74 of 375 SD SSSSSSSSSSWWWWWWWWWWWWSSSSSSSSSSFFFFFFFFFGREENWAYGREEN WAY ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^E-E 4444441138+0039+0040+0041+0010+00 INTERSECTION DATASTA=41+11.41 CHORROSTA=10+00.00 PALMN=2299274.99E=5766592.03DETAIL 1, 127 LFGREEN BIKE LANE MARKINGSPER DETAIL J, (CASE 2) 52 LFDETAIL 8TYPE IVARROW (L)TYPE II (R)ARROWGREENWAYSIGN ON 12'PUNCH POSTGREEN BIKE LANEMARKINGS PERDETAIL J, (CASE 2)64 LFYIELD LINEBIKE SYMBOLAND ARROW,10.5 SF TYP"BIKE LANE ENDS" SIGN & "BIKEMAY USE FULL LANE" SIGNSEE SHEET C-4.48FOR CURBRETURNSEE SHEET C-4.47FOR CURBRETURNSTA=40+07.71ME=222.91±STA=40+79.02ME=223.54±STA=40+14.84ME=222.08±STA=40+26.78ME=222.22±33330"X24"STA=39+28.71ME=221.23±STA=39+79.41ME=221.78±STA=39+51.64ME=221.47±STA=39+31.72ME=221.25±HI-VIS CROSSWALK PERENG STD 7350. 36 LF10'5'25 MPHSIGN ON12' PUNCHPOSTREMOVE R26(CA) AND D11-1 SIGN FROMEXISTING PUNCH POST. INSTALL R7-9 ANDR81 SIGN ON EXISTING PUNCH POST.DETAIL 22, 50 LFGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPDETAIL 2295 LFHI-VIS CROSSWALK PERENG STD 7350. 38 LFHI-VIS CROSSWALK PERENG STD 7350. 32 LFHI-VIS CROSSWALK PERENG STD 7350. 30 LFGREEN BIKE LANE MARKINGSPER DETAIL J, (CASE 2) 28 LFSTOP BAR ANDLEGEND, 22 SFSTOP BAR ANDLEGEND, 22 SFYELLOW "SCHOOL" LEGEND, 35 SFYELLOW "XING" LEGEND, 21 SFBIKE SYMBOL ANDARROW, 10.5 SF TYPREMOVE ANDREPLACE TREEE WELLPER CITY STD 8130REMOVE ANDREPLACE TREEE WELLPER CITY STD 8130STA=40+71.23STA=40+81.51222.64 TC221.96 FLMATCH EX.223.43 TC222.95 FLMATCH EX.ME=222.7±222.2± FLME=222.2± LIP1.25' WIDE MEDIAN PERDETAIL M, SHEET C-5.21.25' WIDEMEDIAN PERDETAIL M,SHEET C-5.2YELLOW "SLOW"LEGENDDETAIL 39, 122 LFDETAIL 39, 60 LFDETAIL 39, 65 LFSTA 39+29 24' RLOWER ~0.08 TO 0.15CONTRACTOR SHALL CONTACTENGINEER BEFORE PG&E BOXESARE ADJUSTED TO GRADE.STA 39+72 24' RLOWER ~0.08CONTRACTOR SHALL CONTACTENGINEER BEFORE PG&E BOXESARE ADJUSTED TO GRADE.STA 39+29 24' RNO PROPOSED CHANGE (±0.1)MATCH EXISTINGCONTRACTOR SHALL CONTACTENGINEER BEFORE PG&E BOXESARE ADJUSTED TO GRADE.EDGE GRIND, 8 LFEXISTING STOP SIGN,REMOVE ANDREINSTALL IN PLACE.1.25' WIDE MEDIAN PERDETAIL M, SHEET C-5.210'5.2'11.9'11.7'10'40.6'17'52.6'ELEVATION210.0215.0220.0225.0230.0235.0240.0210.0215.0220.0225.0230.0235.0240.0PVI STA = 37+92.88PVI ELEV = 221.24PVI STA = 40+71.24PVI ELEV = 222.710.53%221.137+75221.28221.338+00221.54221.6221.81221.839+00222.07222.0222.33222.340+00222.60222.5222.740+75EXISTING 6" VCP SEWEREXISTING 8" C900 WATERCENTERLINEOFFSET = -15.2' (L)1.5%CENTERLINEOFFSET = 15.2' (R)3.0%REMOVE 12" OF EXISTINGMATERIAL AND REPLACE WITH12" OF HMA (SEE NOTE 4)EXISTING SUBGRADEEXISTING CLASS 2AGGREGATE BASESEC E-E: CHORRO RECONSTRUCTION STA: 37+63.26 TO 40+79.02PER SOILS REPORT BY EARTH SYSTEMS PACIFIC:R-VALUE = 19TRAFFIC INDEX = 8.0NOTES:1. THERE ARE EXISTING SHALLOW UTILITIES WITHIN PROPOSED WORK AREA. CONTRACTOR SHALL PROTECT ANDPRESERVE EXISTING UTILITIES IN PLACE AND COORDINATE WITH GEOTECHNICAL ENGINEER.2. PAVEMENT CROSS SLOPES SHALL MATCH EXISTING EXCEPT THAT CROSS SLOPES SHALL BE LIMITED TO 1.5% MINIMUM,3% MAXIMUM, UNLESS OTHERWISE APPROVED BY THE ENGINEER.3. DEPTH OF EXISTING HMA LAYER VARIES.4. PLACE 12 INCHES OF NEW HMA IN THREE LIFTS. THE INITIAL LIFT MUST BE 4 INCHES THICK (34" AGGREGATE). SECONDLIFT MUST BE 4 INCHES THICK (34" AGGREGATE). FINAL TWO LIFTS BE 2 INCHES THICK (12" AGGREGATE).5. MILLING AND FILLING WITH THE INITIAL LIFT OF THE 4 INCHES MUST BE COMPLETED ON THE SAME WORK SHIFT. THEINITIAL LIFT OF THE 4 INCHES MUST BE COMPLETED FOR THE ENTIRE LENGTH AND WIDTH OF THE PROJECT ROADWAYBEFORE THE FINAL LIFT CAN BE COMPLETED.6. CONTRACTOR TO PAVE UP TO GUTTER LIP.7. HMA AGGREGATE SIZE MUST COMPLY WITH SECTION 39-3.01.8. APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS.MIN.MAX.1.50%EXISTING SIDEWALK TOREMAIN UNLESS WHERESHOWN PER PLANRIGHT-OF-WAYRIGHT-OF-WAY50' RIGHT-OF-WAY3.0%MAX.1.5%MIN.1.50%ADD NEW CURB AND GUTTERPER CITY STD 4030. DOWELINTO EXISTING SIDEWALK, 12REBAR DOWELS, 5' O.C.(TYP). SEE NOTE 6.ADD NEW CURB AND GUTTERPER CITY STD 4030. DOWELINTO EXISTING SIDEWALK, 12REBAR DOWELS, 5' O.C. (TYP).SEE NOTE 6.1.25' MEDIAN PERDETAIL M, SHEET C-5.21.25' MEDIANPER DETAIL M,SHEET C-5.2SWFEXISTING FIBERCOMMUNICATIONS LINEEXISTING 6 " VCP SEWEREXISTING 8" C900 WATEREXISTING SIDEWALKTO REMAIN UNLESSWHERE SHOWN PERPLANNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060CHORRO [38+00 - 41+50]MATCHLINE - SEE PREVIOUS SHEET1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO [38+00 - 41+50]C-3.15SKYBLMSKY8MATCHLINE - SEE NEXT SHEETNOTE: EXISTING UTILITY LOCATIONS AND DEPTHS ARESHOWN AS APPROXIMATE BASED ON INFORMATIONRECEIVED FROM THE CITY OF SAN LUIS OBISPO.CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTIONAND NOTIFY ENGINEER OF ANY POTENTIAL CONFLICTS.Page 75 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4. ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6. SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN.¬ PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060CHORRO [41+50 - 45+00]MATCHLINE - SEE PREVIOUS SHEET1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALECHORRO [41+50 - 45+00]C-3.16SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 76 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101"=5'515FERRINI | FELTON (SW)1"=5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEFELTON - SEE NEXT SHEETFERRINIFELTON CURB RETURNSC-4.1SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 77 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515FERRINI | FELTON (NW)1"= 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEFELTON - SEE PREVIOUS SHEETFERRINIFELTON CURB RETURNSC-4.2SKYBLMSKYRAMP EXCEPTIONDATE: 11/11/22EXPIRES: 9/30/23Page 78 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CERRO ROMAULDO - SEE NEXT SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU211000036FERRINICERRO ROMAULDO CURB RETURNSC-4.3SKYBLMSKYFERRINI | CERRO ROMAULDO (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE0feet101" = 5'515EXISTING GRADEPROPOSED GRADEDATE: 11/11/22EXPIRES: 9/30/23Page 79 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515FERRINI | CERRO ROMAULDO (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECERR O R O MAULD O - SEE PREVI OUS SHEETFERRINICERRO ROMAULDO CURB RETURNSC-4.4SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 80 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910RAMONACITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515RAMONA RAISED BIKEWAY1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALERAMONA CURB RETURNSC-4.5SKYBLMSKYRELOCATE EXISTING BENCHTO EAST AS SHOWNRELOCATED BENCHNOTE: PROFILE VIEWSTATIONING IS LEFT TORIGHT. PLAN VIEWSTATION IS RIGHT TO LEFT.PROTECT AND PRESERVEEXISTING CONCRETE GUTTERPROTECT AND PRESERVEEXISTING WALKWAYPROTECT AND PRESERVEEXISTING DRIVEWAYPROTECT AND PRESERVEEXISTING BULBOUTEXISTING GRADEPROPOSED GRADERELOCATE THE EXISTING POSTSAND BEACONS AS NEEDED.DATE: 11/11/22EXPIRES: 9/30/23Page 81 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515BROAD | RAMONA (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEBROAD - SEE NEXT SHEETRAMONA CURB RETURNSC-4.6SKYBLMSKY2'1.5'EXISTING WALLDATE: 11/11/22EXPIRES: 9/30/23Page 82 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515BROAD | RAMONA (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEBROAD - SEE PREVIOUS SHEETRAMONARAMONA CURB RETURNSC-4.7SKYBLMSKY1.5'DATE: 11/11/22EXPIRES: 9/30/23Page 83 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADEMEINECKE - SEE NEXT SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515BROAD | MEINECKE (NE)1" = 5' HORIZONTAL SCALE1" = 1 VERTICAL SCALEBROAD MEINECKE CURB RETURNSC-4.8SKYBLMSKY1.3 DATE: 11/11/22EXPIRES: 9/30/23Page 84 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910MEINECKE - SEE PREVIOUS SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515BROAD | MEINECKE (SE)1" = 5'HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEBROADMEINECKE CURB RETURNSC-4.9SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 85 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910MEINECKE - SEE PREVIOUS SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515BROAD | MEINECKE (NW)1" = 5'HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEBROADMEINECKE CURB RETURNSC-4.10SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 86 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515BROAD | MURRAY (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEMURRAY - SEE NEXT SHEETBROADMURRAY CURB RETURNSC-4.11SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 87 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515BROAD | MURRAY (E)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEMURRAY - SEE PREVIOUS SHEETMURRAY - SEE NEXT SHEETBROADMURRAY CURB RETURNSC-4.12SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 88 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADEMURRAY - SEE PREVIOUS SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515BROAD | MURRAY (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEBROADMURRAY CURB RETURNSC-4.13SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 89 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515BROAD | MURRAY (W)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEBROADMURRAY CURB RETURNSC-4.14SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 90 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515BROAD | MISSION (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEMISSION - SEE NEXT SHEETBROADBROAD CURB RETURNSC-4.15SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 91 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101"=5'515BROAD | MISSION (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEMISSIO N - SEE PREVI OUS SHEETBROADBROAD CURB RETURNSC-4.16SKYBLMSKYRAMP EXCEPTIONDATE: 11/11/22EXPIRES: 9/30/23Page 92 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515MISSION | ALMOND (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEMISSIO N ALMONDALMOND CURB RETURNC-4.17SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 93 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515MISSION BULBOUT1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEMISSIONMISSION CURB RETURNSC-4.18SKYBLMSKYCONTINUED54'DATE: 11/11/22EXPIRES: 9/30/23Page 94 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MISSION (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE NEXT SHEETMISSIONMISSION CURB RETURNSC-4.19SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 95 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.123456123456789100feet101" = 5'515CHORRO | MISSION (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETMISSION - SEE NEXT SHEETMISSION CURB RETURNSC-4.20SKYBLMSKYCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU211000036EXISTING GRADEFLOWLINETOP OF CURBDATE: 11/11/22EXPIRES: 9/30/23Page 96 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECHORRO - SEE NEXT SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MISSION (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEMISSI ON - SEE PREVI OUS SHEETMISSION CURB RETURNSC-4.21SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 97 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MISSION (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE P R E V I O U S S H E E T MISSIONMISSION CURB RETURNSC-4.22SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 98 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | VENABLE (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEVENABLE - SEE NEXT SHEETCHORROVENABLE CURB RETURNSC-4.23SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 99 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | VENABLE (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEVENABLE - SEE PREVIOUS SHEETCHORROVENABLE CURB RETURNSC-4.24SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 100 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECHORRO - SEE NEXT SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | CENTER (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALECENTERCENTER CURB RETURNSC-4.25SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 101 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | CENTER (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETCENTER - SEE NEXT SHEETCENTER CURB RETURNSC-4.26SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 102 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECHORRO - SEE NEXT SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | CENTER (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALECENTER - SEE PREVIOUS SHEETCENTER CURB RETURNSC-4.27SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 103 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" =5'515CHORRO | CENTER (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVI OUS SHEETCENTERCENTER CURB RETURNSC-4.28SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 104 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MOUNTAIN VIEW (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE NEXT SHEETMOUNTAIN VIEWMOUNTAIN VIEW CURB RETURNSC-4.29SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 105 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MOUNTAIN VIEW (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETMOUNTAIN VIEW - SEE NEXT SHEETMOUNTAIN VIEW CURB RETURNSC-4.30SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 106 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CHORROCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515MOUNT AI N VIE W - SEE P RE VI O US S HEETMOUNTAIN VIEW CURB RETURNSC-4.31SKYBLMSKYCHORRO | MOUNTAIN VIEW (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEDATE: 11/11/22EXPIRES: 9/30/23Page 107 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU211000036CHORRO | MOUNTAIN VIEW (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEMOUNTAIN VIEW CURB RETURNSC-4.32SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 108 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MOUNTAIN VIEW (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETMOUNTAIN VIEWMOUNTAIN VIEW CURB RETURNSC-4.33SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 109 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | LINCOLN (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE NEXT SHEETLINCOLNLINCOLN CURB RETURNSC-4.34SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 110 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | LINCOLN (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETLINCOLN - SEE NEXT SHEETLINCOLN CURB RETURNSC-4.35SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 111 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECHORRO - SEE NEXT SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | LINCOLN (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALELINCOLN - SEE PREVI OUS SHEETLINCOLN CURB RETURNSC-4.36SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 112 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | LINCOLN (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETLINCOLNLINCOLN CURB RETURNSC-4.37SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 113 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515WALNUTCHORROWALNUT CURB RETURNSC-4.38SKYBLMSKYCHORRO | WALNUT (N)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEDATE: 11/11/22EXPIRES: 9/30/23Page 114 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARYEXISTING GRADEPROPOSED GRADECITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU211000036CHORRO | WALNUT (N)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEWALNUT CURB RETURNSC-4.39SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 115 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CHORROCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515WALNUT - SEE PREVIOUS SHEETWALNUT CURB RETURNSC-4.40SKYBLMSKYCHORRO | WALNUT (S)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEDATE: 11/11/22EXPIRES: 9/30/23Page 116 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.RESTORE LANDSCAPING IN KIND WITH EXISTING TYPICAL WHERE TRIMMING ISEXISTING GRADEPROPOSED GRADECITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU211000036CHORRO | WALNUT (S)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEWALNUT CURB RETURNSC-4.41SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 117 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADEPEACH - SEE NEXT SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5' 515CHORRO | PEACH (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALECHORROPEACH CURB RETURNSC-4.42SKYBLMSKYREMOVE EXISTING VEGETATIONAS NEEDED WITHIN ROWDATE: 11/11/22EXPIRES: 9/30/23Page 118 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | PEACH (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEPEACH - SEE PREVIOUS SHEETCHORRO - SEE NEXT SHEETPEACH CURB RETURNSC-4.43SKYBLMSKYREMOVE EXISTING VEGETATIONAS NEEDED WITHIN ROWRELOCATE EXISTING LANDSCAPEMETER AND SERVICE LINESDATE: 11/11/22EXPIRES: 9/30/23Page 119 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADEPEACH - SEE NEXT SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | PEACH (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALECHORR O - SEE PREVI OUS SHEETPEACH CURB RETURNSC-4.44SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 120 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | PEACH (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEPEACH - SEE PREVIOUS SHEETCHORROPEACH CURB RETURNSC-4.45SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 121 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECHORRO - SEE NEXT SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MILL (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEMILLMILL CURB RETURNSC-4.46SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23Page 122 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5' 515CHORRO | MILL (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETMILL - SEE NEXT SHEETMILL CURB RETURNSC-4.47SKYBLMSKYPROTECT AND PRESERVEEXISTING UNDERDRAINDATE: 11/11/22EXPIRES: 9/30/23Page 123 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECHORRO - SEE NEXT SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MILL (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEMILL - SEE PREVIOUS SHEETMILL CURB RETURNSC-4.48SKYBLMSKYPage 124 of 375 NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MILL (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETMILLMILL CURB RETURNSC-4.49SKYBLMSKYRAMP EXCEPTIONDATE: 11/11/22EXPIRES: 9/30/23Page 125 of 375 CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU211000036NOTE: MARKINGS SHALL BE MELT-DOWNTHERMOPLASTIC SHEETS (ENNIS FLINT ORCITY-APPROVED EQUIVALENT PRODUCT).WHITE ARROW WITH 1.5"BLACK BORDER2.5" YELLOW CIRCLE, BLACKBACKGROUND WITH WHITE PEDSYMBOL2.5" GREENCIRCLE, BLACKBACKGROUNDWITH WHITE BIKESYMBOL16"40"18"7"22"30"30"6"CIVIL DETAILSBIKE BUFFERFNOT TO SCALETRAVEL6" WHITE Typ.CLEDGE OF PAVEMENT5'DIRECTION OF TRAVELWHITE SHARROWGREEN BIKE LANE COATINGPER SPECIAL PROVISIONS9'3'3'3"GREENBACK SHARROWCNOT TO SCALEBIKE BUFFER AT DRIVEWAYHNOT TO SCALE45°, 10 O.C. (U.O.N.)DIRECTION OF TRAVELDRIVEWAY6" WHITEWHITE TYPE IV LEFT TURN ARROWPER CALTRANS STD. AT HALF SIZEWHITE BIKE LANE SYMBOL WITHOUTPERSON PER CALTRANS STD.GREEN BIKE LANE COATING PERPROJECT SPECIAL PROVISIONS U.O.N.8' U.O.N.10' U.O.N.LEFT-TURN BIKE BOX DNOT TO SCALEBIKE/PED DIRECTIONAL SYMBOLSNOT TO SCALEE4"10"GREEN AREA = 230 SQFTWHITE MARKINGS = 45.5 SQFTGREEN WAY SYMBOLBNOT TO SCALENOTE: (1) GREEN WAY STENCIL FURNISHED BY CITY8"8"ZICLA ZEBRA GNOT TO SCALEC-5.16'ZICLA ZEBRA CYCLE TRACK LANE SEPARATORSSIZE: ZEBRA9, COLOR: WHITEBIKE BUFFERPER DETAIL FGREENWAY SIGNNOT TO SCALEA24"x36" SIGN,BACKGROUND:GREEN, LEGEND:WHITECITY WILL PROVIDE GRAPHIC FILESBACKGROUND:GREENLEGEND & BORDER:WHITERIGHT ARROW PLAQUELEFT ARROW PLAQUEDOUBLE ARROW PLAQUE24'6"24"36"BIKE BUFFERPER DETAIL FCONCRETEMEDIAN PERDETAIL J10'WIDTH VARIESPER PLAN10'BIKE LANE WIDTHVARIES PER PLAN2'6'6" WHITE Typ.GREEN AREA = 20 SQFTWHITE MARKINGS = 5.92 SQFT8" GRIDGREENBACK CHEVRONINOT TO SCALEGENERAL NOTES:A. Green bike lane pavement coating shall be Methyl Methacrylate (MMA) specifically designed forapplication on asphalt or concrete pavements, such as Color-Safe of STREETBOND CL or approvedequal. Low-odor alternatives to MMA, such as SealMaster Safe Ride or preformed thermoplastic may beused at the discretion of the City Engineer. Pavement coating to be installed by manufacturer certifiedinstaller per manufacturer's specifications. Bike lane coating shall conform to the following FederalHighway Administration (FHWA) requirements for green bike lanes:1. The daytime chromaticity coordinates for the color used for green colored pavement shall be asfollows:The daytime luminance factor (У) shall be at least 7, but no more than 35.2. The nighttime chromaticity coordinates for the color used for green colored pavement shall be asfollows:Prior to installation, the contractor shall submit a color sample and manufacturer specificationsindicating compliance with the FHWA requirements as indicated above. City shall receive submittalsof green pavement coating and approve prior to application.B. Specific placement and application of green bike lane markings to be determined by the City Engineeron a case-by-case basis.CASE 1SOLID GREENBIKE LANECASE 2DASHED GREEN BIKE LANEEXTENSION APPROACHINGINTERSECTION RIGHT TURNCONFLICT AREASCASE 3DASHED GREEN BIKE LANEEXTENSION THROUGHINTERSECTIONS ANDACROSS DRIVEWAYSGreen Bike LanePavement Coating,typicalWhite 6" StripeWhite Bike Lane Symbol withPerson per Caltrans StandardWhite 6" StripeONE-WAY TWO-WAY4.0'8.0'2.0'3.0'2.0'3.0'Yellow 6"StripeYellow 6" Stripe4.0'8.0'GREEN BIKE LANE MARKINGSNOT TO SCALEJGREEN AREA = 40 SQFTWHITE MARKINGS = 15 SQFTGREEN AREA = 105 SQFTWHITE MARKINGS = 18 SQFTDATE: 11/11/22EXPIRES: 9/30/23Page 126 of 375 7.50"6"1.50"CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU211000036CIVIL DETAILSC-5.2VARIES3.0'PERPLANPERPLANR= 1.5' (TYP.)30"6.0"44"44"R=0.5"#4 REBAR AT 4'-0"OC, 12" MIN LENGTH,DRIVEN IN PLACESECTION B-B: 6" DOWELED CONCRETE CURBEXISTING PAVEMENTTO REMAIN, U.O.N.6"5"6" CONCRETE(CLASS 3)436"3EXISTINGPAVEMENT TOREMAIN, U.O.N.SECTION A-A#4 REBAR AT 4'-0" OC,12" MIN LENGTH,DRIVEN IN PLACE4#4 LONGITUDINAL BARNOTCHED CURB MEDIANNOT TO SCALEKSLOPE TOWARDSGUTTER (1%-2%)2231.5"1.5"33"5#4 LONGITUDINAL BAR6" CONCRETE(CLASS 3)MEDIAN INSTALLATION NOTES:ON MEDIANS OVER 30' INLENGTH INSTALL 12" WIDEOPENINGS AT A 45° ANGLE INTHE DIRECTION OF SURFACEFLOW, 10' MINIMUM FROMNOSE END OF CURB MEDIANAND AT 20' SPACING.6" CONCRETE CURB,DOWELLED IN TO EXISTINGPAVEMENT SURFACE.CLASS 3 CONCRETE WITHEXPANSION JOINTS ANDWEAKENED PLANE JOINTS PERCITY STD 4110.#4 REBAR AT 4'-0" OC, 12" MIN.LENGTH, DRIVEN IN PLACE#4 LONGITUDINAL BARMEDIAN WORK SHALLCONFORM TO TO THEPROVISIONS IN SECTION 73, OFTHE STANDARDSPECIFICATIONS.12345PER PLAN 3'4AA36"3EXISTINGPAVEMENT TOREMAIN, U.O.N.LAYOUTSECTION A-A#4 REBAR AT 4'-0" OC,12" MIN LENGTH,DRIVEN IN PLACE45#4 LONGITUDINAL BARDIRECTIONOF TRAVELSLOPE TOWARDSGUTTER (1%-2%)R1.25'223GUTTER LIPPERPLANSIDEWALKCURB FACE6PEXCO CITY POST OBJECTMARKER MODEL EAC, 18"WHITE WITH 3 YELLOW WRAP1.5"1.5"33"1.25' WIDE CONCRETE MEDIAN DETAIL NOT TO SCALEM6" CONCRETE(CLASS 3)415"3EXISTINGPAVEMENT TOREMAIN, U.O.N.#4 REBAR AT 4'-0" OC,12" MIN LENGTH,DRIVEN IN PLACE45#4 LONGITUDINAL BARSLOPE TOWARDSGUTTER (1%-2%)223PER PLAN 1.25'GUTTER LIPPERPLANSIDEWALKBBLAYOUTDIRECTIONOF TRAVELCURB FACER0.6256"SECTION B-B12"1PEXCO CITY POST OBJECTMARKER MODEL EAC, 18"WHITE WITH 3 YELLOW WRAP1.5"1.5"3' WIDE CONCRETE MEDIAN DETAIL NOT TO SCALEL6"6"DATE: 11/11/22EXPIRES: 9/30/23Page 127 of 375 BIORETENTION SOIL MIX (BSM)SEE LANDSCAPE PLANSCLASS II DRAIN ROCK PERCALTRANS SPECIFICATIONS3:1 MAXPROPOSED GUTTER,FG PER PLANREFER TOSTRUCTURAL DETAIL22 ON SHEET S-311SEE LANDSCAPE PLANS FORPLANTING INFORMATION6" SDR35 PVC SD CLEANOUTWITH CAP AT FINISHED GRADE12" MIDSTATE CONCRETE CATCH BASIN(CB 12" x 12", OR APPROVED EQUAL)OVERFLOW / OUTLET STRUCTURE.6" PERFORATED SDR35 PVCSLOPED UNDERDRAIN(SLOPE PER PLAN)8" HDPE STORM DRAIN(SLOPE PER PLAN)PUNCH THROUGHDEEPENED CURB6"6"2'2' MIN3" MULCH12" CURB WITHDEEPENED FOOTINGFG PER PLANPROPOSED VERTICALCONCRETE CHECK DAM6" PERFORATED SDR35 PVCSLOPED UNDERDRAIN(SLOPE PER PLAN)12"REFER TO STRUCTURALDETAIL 22 ON SHEET S-311PROPOSED 18" GUTTERFG PER PLANSEE LANDSCAPE PLANS FORPLANTING INFORMATIONBIORETENTION SOIL MIX (BSM)SEE LANDSCAPE PLANSCLASS II DRAIN ROCK PERCALTRANS SPECIFICATIONS2'2'PROPOSED AC PAVINGBIORETENTION SOIL MIX (BSM)SEE LANDSCAPE PLANSCLASS II DRAIN ROCK PERCALTRANS SPECIFICATIONS3:1 MAXPROPOSED GUTTER,FG PER PLANREFER TOSTRUCTURAL DETAIL22 ON SHEET S-311SEE LANDSCAPE PLANS FORPLANTING INFORMATION6" SDR35 PVC SD CLEANOUTWITH CAP AT FINISHED GRADE24" MIDSTATE CONCRETE CATCH BASIN(CB 24" x 24", OR APPROVED EQUAL)OVERFLOW / OUTLET STRUCTURE.ROTATE, AS NEEDED, TO FIT OUTGOINGCULVERT INTO SIDE WALL.6" PERFORATED SDR35 PVCSLOPED UNDERDRAIN(SLOPE PER PLAN)18" HDPE STORM DRAIN(SLOPE PER PLAN)PUNCH THROUGH DEEPENEDCURB IF NECESSARY6"6"2'2' MIN3" MULCHREFER TOSTRUCTURAL DETAIL22 ON SHEET S-311PROPOSED GUTTER,FG PER PLAN3:1 MAXPROPOSED VERTICALCONCRETE CHECK DAM6" PERFORATED SDR35 PVCSLOPED UNDERDRAIN(SLOPE PER PLAN)12"REFER TO STRUCTURALDETAIL 22 ON SHEET S-311PROPOSED 18" GUTTERFG PER PLANSEE LANDSCAPE PLANS FORPLANTING INFORMATIONBIORETENTION SOIL MIX (BSM)SEE LANDSCAPE PLANSCLASS II DRAIN ROCK PERCALTRANS SPECIFICATIONS2'2'PROPOSED AC PAVINGBIORETENTION SOIL MIX (BSM)SEE LANDSCAPE PLANSCLASS II DRAIN ROCK PERCALTRANS SPECIFICATIONSFG PER PLANREFER TO STRUCTURALDETAIL 22 ON SHEET S-311SEE LANDSCAPE PLANS FORPLANTING INFORMATION6" SDR35 PVC SD CLEANOUTWITH CAP AT FINISHED GRADE12" MIDSTATE CONCRETE CATCH BASIN(CB 12" x 12", OR APPROVED EQUAL)OVERFLOW / OUTLET STRUCTURE6" PERFORATED SDR35 PVCSLOPED UNDERDRAIN(SLOPE PER PLAN)8" HDPE STORM DRAIN(SLOPE PER PLAN)PUNCH THROUGH DEEPENEDCURB IF NECESSARY6"6"2'2'3" MULCHREFER TOSTRUCTURAL DETAIL22 ON SHEET S-311FG PER PLAN6" PERFORATED SDR35 PVCSLOPED UNDERDRAIN(SLOPE PER PLAN)12"REFER TO STRUCTURALDETAIL 22 ON SHEET S-311PROPOSED 18" GUTTERFG PER PLANSEE LANDSCAPE PLANS FORPLANTING INFORMATIONBIORETENTION SOIL MIX (BSM)SEE LANDSCAPE PLANSCLASS II DRAIN ROCK PERCALTRANS SPECIFICATIONS2'2'PROPOSED AC PAVINGSDSDSDSDSDSDSDSD SDSD^^^^^^^^^^^^^^^^^^^^^^^^12+001-1C-5.21C-5.22-2 C-5.2 12" MIDSTATE CONCRETE CATCH BASIN(CB 12" x 12", OR APPROVED EQUAL)234.1 TG231.5 INV8" HDPE SD @0.5% MINSIDEWALK UNDERDRAINPER CITY STD 3420INSTALL 3"-6" ROUNDEDDECORATIVE COBBLEENERGY DISSAPATOR,MINIMUM DEPTH = 12"SEE SHEET C-3.4 FOR BIKEPATH, PROFILE, AND SECTION2' CURBCUTEXISTING SDMHRIM = 234.91INV = 231.3CONNECT TO EXISTING.CONTRACTOR TO FIELD FIT,CORE, AND SEAL AS NEEDED.234.94 FS234.90 FS235.00BSW235.01BSW235.12BSW235.04BSW235.10 BSWMATCH EXIST235.03 TC234.53 FL234.50 TC/FL234.35 TC/FL234.83 TC234.33 FL235.04 FS233.6 FG234.3 ROCK234.86 FS234.96BSW234.82 TC234.14 FL234.84 TC234.12 FL233.6 FG234.89 TC234.04 FLMATCH EXIST235.10 TC234.60 FLMATCH EXIST234.86 SAWCUT APMATCH EXIST234.65 SAWCUT APMATCH EXISTSTA=11+89.44 19.0± (L)CL_RamonaSTA=11+89.44 9.7± (L)CL_RamonaSTA=11+89.44 25.0± (L)CL_RamonaSTA=12+42.00 9.7± (L)CL_RamonaSTA=12+42.01 18.9± (L)CL_RamonaSTA=12+42.13 25.3± (L)CL_RamonaSD233.9FG6" PERFORATED SDR35PVC SD @0.5% MIN234.86 TC234.36 FL234.92 TC234.42 FLSEE CONCRETE ENERGYDISSIPATION STRUCTUREDETAIL, THIS SHEET234.92BSWPROPOSED 2' CURB CUTPROPOSED 18" CURB ANDGUTTER PER CITY STD 4030INSTALL RIVER ROCK ENERGYDISSAPATOR WITH 4"-8" STONEMINIMUM DEPTH = 12"PROPOSED WATER QUALITYTREATMENT FACILITYTRANSITION FROM6" TO 0" CURBPROPOSED 18" CURB ANDGUTTER PER CITY STD 40302'6"PROPOSED 12" CURBCONCRETE LINED BOTTOM6" WIDE CONCRETE WEIR, ORSTAINLESS STEEL WEIR PLATE,OR APPROVED EQUAL4.17'1'6"(7) #4 BARS(1) #4 BARPROPOSED 12" CURBPROPOSED 6" WIDECONCRETE WEIR, ORSTAINLESS STEEL WEIRPLATE, OR APPROVEDEQUAL. SEE SECTION VIEW100.00 FG99.75 FG99.50 FGFLOWROCK LINED SWALEPROPOSED SIDEWALKUNDERDRAIN3"-6" ROUNDED DECORATIVECOBBLE, 6" DEEPPROPOSED RETAININGWALLCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU211000036CIVIL DETAILSC-5.3WALNUT STORMWATER TREATMENT SECTION5-5NOT TO SCALEWALNUT STORMWATER TREATMENT SECTION6-6NOT TO SCALEMISSION STORMWATER TREATMENT SECTION3-3NOT TO SCALEMISSION STORMWATER TREATMENT SECTION4-4NOT TO SCALERAMONA STORMWATER TREATMENT SECTION1-1NOT TO SCALERAMONA STORMWATER TREATMENT SECTION2-2NOT TO SCALERAMONA BIKE PATH DRIVEWAY GRADING AND STORMWATER TREATMENT DETAILSCALE: 1" = 5'2' CURB CUT DETAILNOT TO SCALEWEIR SECTIONNOT TO SCALECONCRETE ENERGY DISSIPATION STRUCTURENOT TO SCALE1DATE: 11/11/22EXPIRES: 9/30/23Page 128 of 375 C1CKT-5C2C3C4PWRCKT-7TIME CLOCKDMX512 CONTROLLER120VAC IN24VDC POWER SUPPLYCOMM+24VDCCOMM+24VDCSPARESPARESPAREDMX-OUTCKT-3DMX512 SPLITTERCOMM+24VDCDMX-INDMX-OUT1DMX-OUT2METER PEDESTALFOR FUTUREFENCE LIGHTPULL BOXPULL BOXPOLELIGHTPOLELIGHTPULL BOXFUTURE LEDDRIVER FORFENCE LIGHTSPULL BOXPOLELIGHTPOLELIGHTPULL BOXPULL BOXPOLELIGHTPOLELIGHTPULL BOX PULL BOX PULL BOX PULL BOX PULL BOXDDFUTURE LEDDRIVER FORFENCE LIGHTSDDFUTURE LEDDRIVER FORFENCE LIGHTSDFUTURE LEDDRIVER FORFENCE LIGHTSDDFUTURE LEDDRIVER FORFENCE LIGHTSDDFUTURE LEDDRIVER FORFENCE LIGHTSD12354678971010101081010101087777777779TYPPC11CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYGOGOGOAS NOTEDOCTOBER 21, 202210000361417-05-CU21ELECTRICAL NOTES, LEGEND, AND SINGLE LINE DIAGRAME-0.1GENERAL NOTES1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITHCODES, STANDARDS, AND ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING JURISDICTIONAND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT APPLICATION) OFTHE FOLLOWING PUBLICATIONS:A. CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2019 CALIFORNIA ELECTRICAL CODE,2019 CALIFORNIA FIRE CODE, 2019 CALIFORNIA BUILDING CODE, ETC. WITH LOCAL AMENDMENTSAS APPLICABLE.2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFEAND RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT ISENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES ASWELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS,TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OFNEGLIGENT SAFETY PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB SITE.3. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS ANDOTHER SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATEDPLASTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLYLABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITSTERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL ANDSPLICE BOXES).4. ALL CONDUCTORS SHALL BE COPPER WITH TYPE THHN/THWN INSULATION UNLESS OTHERWISENOTED.5. ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, AS SPECIFIED, SHALL HAVETERMINATION PROVISIONS LISTED AND IDENTIFIED FOR USE WITH 75 DEG. CONDUCTORS, AND ALLFEEDER CONDUCTORS, AND CONDUITS, ARE SIZE BASED ON USE OF 75 DEG. C COPPER WIRES TYPETHWN/THHN.6. DEVICE LOCATIONS SHOWN ARE SCHEMATIC AND APPROXIMATE. EXACT LOCATIONS SHALL BE FIELDVERIFIED DURING ROUGH-IN WITH ARCHITECTURAL ELEVATIONS, CASEWORK SHOP DRAWINGS,FURNITURE, ETC. AND SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT WITHOTHER EQUIPMENT.(R)UCUGUON(TBR)TYPNICNLPPOLEMSBMTTB(N) NEWABBREVIATIONSAMPEREAMP FUSE RATINGABOVE FINISH FLOORABOVE FINISH GRADEAMPERES INTERRUPT CAPACITYAMP SWITCH RATINGBELOW FINISH GRADECIRCUIT BREAKERCIRCUITCONDUITEXISTINGELECTRICAL CONTRACTOREXHAUST FANCA. ELECTRICAL CODE(E) IN (N) LOCATION(E) TO BE (R)FIRE ALARMFIRE ALARM CONTROL PANELGROUNDING CONDUCTORGENERAL CONTRACTORGROUNDGALVANIZED RIGID STEELMECHANICAL CONTRACTORISOLATED GROUNDGANGED WITH SWITCHMAIN CIRCUIT BREAKERLIGHTINGMAIN LUGS ONLYFUTUREGROUND FAULT CKT INTERRUPTER(E) POWER HOMERUNPOWER/COMM.SINGLE RECEPT.DUPLEX RECEPT.DUPLEX- HALF SWITCHEDDOUBLE DUPLEXSPECIAL CONFIGURATIONDUPLEX- FLOOR OUTLETLETTER ADJACENT INDICATESFIXTURE TYPEARECESSED FLUOR.SURFACE FLUOR.FLUOR. STRIP UONTRACK LIGHTDIRECTIONAL FLOODEXIT LIGHT- WALLEMERGENCY FIXTUREPOLE LIGHTPOLE LIGHT- DECORATIVETANDEM-WIRED LAMPS(ARROW INDICATES DIRECTION)EXIT LIGHT- CEILINGBOLLARDFA2DPSTOCCUPANCY SENSOR W/THERMAL OVERLOADDUAL LEVEL SWITCHINGSWITCHLEG DESIGNATIONPW/PILOT LIGHTKEY OPERATED,aOSK3-WAY4-WAYDIMMERTIMER SWITCHDT34MCMCBMLOIGGWSLTGGFIGNDGRSGFACPGCCONDUIT STUB (W/MARKER)VERTICAL CONDUIT RUNFLEXIBLE CONNECTIONSURFACEMOUNT RACEWAYSWITCHESSPSTCONDUIT SEALLOW VOLTAGELV(E)(EXN)(EXR)(F)ECEF-#CECCKTCASBFGCBNOTE: INTERPRET IN CONTEXTLIGHT FIXTURESCEILING SURFACEMOUNTWALL SURFACEMOUNTRECESSED DOWNLIGHTRECESSED WALLWASHLEGENDPENDANT MOUNTNEW POWER HOMERUN(3 HOTS & NEUT SHOWN)EXISTING TO REMAINCONDUIT/WIREISOLATED GROUNDENEWAFFAFGAICAAFUNDERGROUNDPHONE/DATA COMBO OUTLETGROUND FAULT CIRCUIT INTERRUPTGFIMOUNTED ABOVE COUNTER*MOUNTED ABOVE COUNTER*CONDUIT ONLYC.O.PV PHOTOVOLTAICJJUNCTION BOXMAIN SWITCHBOARDNOT IN CONTRACTNIGHT LIGHTRELOCATE(D)TO BE REMOVEDTYPICALUNDERCABINETUNDERGROUNDVOLT AMPERESWATT, WIREWEATHERPROOF (NEMA 3R)UNLESS OTHERWISE NOTEDMAIN TELEPHONE TERMINAL BOARDFUSIBLE SWITCHØGROUNDPHASETELEPHONE OUTLETDATA OUTLETSAFETY DISCONNECTTELEVISION OUTLETMISCELLANEOUSCIRCUIT BREAKERTHERMOSTATTMOTORTVVOLTVWPVAWSINGLE LINE DIAGRAM NOTES'MP' METER PEDESTAL100A, 120/240, 1PH, 3W, NEMA 3RTC100A2PG#620A1PCHORRO UNDERPASS SINGLE LINE DIAGRAMREFERENCE NOTES1. 3" C.O. FOR PG&E SECONDARY. ROUTE EXISTINGWOOD POLE. CONFIRM WITH PG&E HANDOUTPACKAGE.2. METER PEDESTAL. 316 STAINLESS STREET.MYERS MEUG32-S OR EQUAL. PROVIDE WITHPHOTOCELL AND PHOTOCELL WINDOW.3. 4 CIRCUIT ASTRONOMIC TIME CLOCK ANDLIGHTING CONTACTOR. INTERMATIC ET2845CP.4. FENCE BACK LIGHTING 24VDC POWER SUPPLYAND CONTROLLER WITH DMX COLOR CONTROL.FRESCO PART # FCS-7-DMX.5. #3-1/2 PULL BOX PER CITY STANDARDS.6. 2"C - 2#10 THWN & 1#10 GND7. 2"C.O. WITH PULL ROPE.8. 1"C - 1.5PR#16 TSP FOR BACKLIGHT DMX SIGNAL &1PR#16 FOR 24VDC POWER TO DPI BOX9. 1"C - SPARE (PULL ROPE ONLY)10. IRRIGATION CONTROLLER PER LANDSCAPEPLANS11. 2"C FOR IRRIGATION CONTROL CABLES PER SITEPLAN.12. SEE WIRING BLOCK DIAGRAM FROM ADDITIONALCONDUIT DETAILS.13. 3/4"C - 2#12 THWN & 1 #12 GND.X1INSTALL PERMANENT LABELS AT ALL NEWAND MODIFIED SWITCHBOARDS,DISTRIBUTION AND BRANCH PANELBOARDSAND DISCONNECT SWITCHES.MAXIMUM AVAILABLEFAULT CURRENTXX.XXXKAICDATE: M/D/YRACTUALCALCULATED FAULTCURRENTACTUAL DATE OFFAULT CURRENTCALCULATION1. PER NEC 110.24 AND 110.21 PROVIDE LABELS ONELECTRICAL SERVICE EQUIPMENT INDICATING MAXIMUMAVAILABLE FAULT CURRENT AND DATE OF FAULT CURRENTCALCULATION. REFER TO LABELING DETAILS, THIS SHEET.2. PER NEC 110.16 AND 110.21 PROVIDE LABELS ANDMARKINGS ON ELECTRICAL DISTRIBUTION EQUIPMENT (I.E.SWITCHBOARDS, PANELBOARDS) INDICATING POTENTIALARC FLASH HAZARDS. REFER TO LABELING DETAILS, THISSHEET.ARC FLASH LABEL NOTESN#6GFI RECEPT.220A1PPS/LC15A1P20A1PPOLELIGHTSFUTUREFENCELIGHTS345585676IC1110- ALL CONDUCTORS SHALL BE COPPER WITH TYPE THHN/THWN INSULATION UNLESS OTHERWISE NOTED.- EXPOSED CONDUIT SHALL BE GALVANIZED RIGID CONDUIT. BURIED CONDUIT MAY BE SCHEDULE 80 PVC AS ALLOWED BY CEC.- ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, AS SPECIFIED, SHALL HAVE TERMINATION PROVISIONS LISTEDAND IDENTIFIED FOR USE WITH 75 DEG. CONDUCTORS, AND ALL FEEDER CONDUCTORS, AND CONDUITS, ARE SIZE BASED ONUSE OF 75 DEG. C COPPER WIRES TYPE THWN/THHN.- ALL EQUIPMENT SHALL HAVE AN APPROVED TESTING LABORATORY LABEL ATTACHED [UL, CSA, ETC.] (CEC 110-2).- PER CALIFORNIA TITLE 24 SECTION 130.5, WIRING PROVISIONS HAVE BEEN MADE FOR DESEGREGATION OF THE ELECTRICALCIRCUITS. THE OPTIONAL METERING HAS NOT BEEN PROVIDED FOR THIS PROJECT.876715A1P9912CHORRO UNDERPASS LIGHTING CONTROL BLOCK DIAGRAMADREFERENCE NOTES1. 4 CIRCUIT ASTRONOMIC TIME CLOCK AND LIGHTING CONTACTOR. INTERMATIC ET2845CP.2. FENCE BACK LIGHTING 24VDC, 20W POWER SUPPLY.3. DMX512 CONTROLLER WITH COLOR CONTROL. FRESCO PART # FCS-7-DMX.4. CAT6 ETHERNET CABLE. 300VAC RATED INSULATION.5. DPI512 4-WAY SPLITTER. HYDREL PART # DPI4WHYD.6. #3-1/2 PULL BOX PER CITY STANDARDS. TYPICAL.7. 2"C - 2#10 THWN & 1#10 GND8. 2"C.O. WITH PULL ROPE.9. (2)1"C - FOR FUTURE BACKLIGHT DMX SIGNAL AND SPARE. PROVIDE PULL ROPE IN EACH.10. 2"C & (2)1"C SPARE CONDUITS WITH PULL ROPES.11. PROVIDE PHOTO CELL IN PHOTOCELL WINDOW OF METER PEDESTAL.X13NORTH CHORRO GREENWAYNOVEMBER 11, 2022Page 129 of 375 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD STOPW3/4"C - 2#12 THWN & 1#12 GNDIRRIGATIONCONTROLLER PERLANDSCAPE PLANS(E) METER PEDESTAL. USE EXISTING20A/1P BREAKER LABELED"IRRIGATION" TO FEED NEWIRRIGATION CONTROLLER. USEEXISTING 20A/1P "SPARE" BREAKERTO FEED PATHWAY LIGHTS. RE-LABELAS "PATH LIGHTING".(E) PULL BOX AND 2"C CONDUIT.ROUTE NEW CIRCUITS THROUGHPULL BOX AND SPARE CONDUIT.NEW PATHWAY LIGHTS PER CITYSTANDARD 7905. TYPICAL OF 6.2"C - 2#10 THWN & 1#10 GND.2"C - SPARE (PULL ROPE ONLY).TYPICAL.A-SDSDSDSDSD SD SD SD SD SD SD SD SDSDSDPPWMEBEBSTOPA-NEW PATHWAY LIGHTS PER CITYSTANDARD 7905.NEW PATHWAY LIGHTS PER CITYSTANDARD 7905.2"C - 2#10 THWN & 1#10 GND.2"C - SPARE (PULL ROPE ONLY).TYPICAL.24" MINTRACER WIREWARNINGTRACER TAPE2" CONDUIT POLELIGHTS2" SPARE CONDUIT2" MIN2" MIN11" MINREFER TO CITY STANDARDDETAILS 6010, 6020, 6030, 6040FOR ADDITIONAL TRENCH ANDLOCATION REQUIREMENTS.CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYGOGOGOAS NOTEDOCTOBER 21, 202210000361417-05-CU21ELECTRICAL PLANS - BIKE PATHE-1.1NORTHSCALE:BIKE PATH1"=20'-0"MATCHLINE - SEE SHEET RIGHTMATCHLINE - SEE SHEET LEFTNORTHSCALE:BIKE PATH1"=20'-0"LIGHTING CIRCUIT TRENCH DETAILNOT TO SCALEA-NORTH CHORRO GREENWAYNOVEMBER 11, 2022Page 130 of 375 SDSDSDWVWVWVWMSD STOPMETER PEDESTAL. FOUNDATION ANDANCHOR PER CITY STANDARD 7510.INSTALL IN CITY R.O.WIRRIGATION CONTROLLERPER LANDSCAPE PLANS.3"C.O. FOR PG&E SECONDARY. TRENCHALONG BUFFER AREA UNLESSADDITIONAL CLEARANCE IS REQUIREDTO AVOID EXISTING UTILITIES.STUB CONDUIT UP AT EXISTING PG&EPOLE WITH TRANSFORMER FOR NEWSERVICE RISER.#3-1/2 PULL BOX(TYP)#3-1/2 PULL BOX (TYP)NEW LIGHTS PER CITY STANDARD7905. PLACE CENTER OF NEW POLEFOUNDATION APPROXIMATELY 36"BEHIND NEW CURBTYPICAL OF 4.NEW LIGHTS PER CITY STANDARD 7905. SUBSTITUTEWITH 16FT POLE AND BOTTOM OF LUMINAIREMOUNTED AT APPROXIMATELY THE SAME ELEVATIONAS THE BOTTOM OF THE OVERPASS (~12-13FT POLEASSUMED). VERIFY IN FIELD BEFORE ORDERING.PLACE CENTER OF NEW POLE AS CLOSE TO BACK OFNEW HIGH CURB AS PRACTICAL.2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)2"C - SPARE (PULL ROPE ONLY).(2)1"C - FUTURE FENCE BACKLIGHT DMXSIGNAL AND SPARE CONDUITS.2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)2"C - SPARE (PULL ROPE ONLY).(2)1"C - FUTURE FENCE BACKLIGHT DMXSIGNAL AND SPARE CONDUITS.2"C - FOR IRRIGATION CABLES PERLANDSCAPE PLANS.2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)2"C - SPARE (PULL ROPE ONLY).(2)1"C - FUTURE FENCE BACKLIGHT DMXSIGNAL AND SPARE CONDUITS.2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)2"C - SPARE (PULL ROPE ONLY).(2)1"C - FUTURE FENCE BACKLIGHT DMXSIGNAL AND SPARE CONDUITS.2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)2"C - SPARE (PULL ROPE ONLY).(2)1"C - FUTURE FENCE BACKLIGHT DMXSIGNAL AND SPARE CONDUITS.2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)2"C - SPARE (PULL ROPE ONLY).(2)1"C - FUTURE FENCE BACKLIGHT DMXSIGNAL AND SPARE CONDUITS.B-A-C-~25'±~25'±~25'±~25'±1"C FOR FUTURE DMXSIGNAL CABLEBETWEEN FUTURE LEDDRIVERS. TYPICAL.ALL SPARE CONDUITSSHALL STUB OUT ATBACK OF NEW CURBAPPROXIMATELY 6"ABOVE GRADE. CAPCONDUITS.CONTRACTOR TO ROUTE CONDUITS EITHERIN FRONT OF EXISTING FREEWAY SUPPORTPILLARS AND NEW CURB OR BEHIND BASEDON FIELD CONDITIONS. TYPICAL.2"C - FOR IRRIGATION CONTROL WIRES.TRACER WIREWARNINGTRACER TAPE3" PG&E SECONDARYCONDUIT. REFER TO PG&EGREENBOOK FORADDITIONAL REQUIREMENTS2" MIN7" MINREFER TO CITY STANDARDDETAILS 6010, 6020, 6030, 6040FOR ADDITIONAL TRENCH ANDLOCATION REQUIREMENTS.30" MIN*3FT BELOW CROSSINGUTILITIES OR 7FT,WHICHEVER ISDEEPER30" MINTRACER WIREWARNINGTRACER TAPE1" CONDUITS FOR FUTUREFENCE LIGHTING2" CONDUIT FOR POLELIGHTS2" SPARE CONDUIT2" MIN2" MIN11" MIN2" MINREFER TO CITY STANDARDDETAILS 6010, 6020, 6030, 6040FOR ADDITIONAL TRENCH ANDLOCATION REQUIREMENTS.2" CONDUIT FOR IRRIGATIONWIRES. WHERE OCCURRING.18" MIN30" MIN*3FT BELOWCROSSING UTILITIESOR 7FT, WHICHEVERIS DEEPERTRACER WIREWARNINGTRACER TAPE1" CONDUITS FOR FUTUREFENCE LIGHTING2" CONDUIT FOR POLELIGHTS2" SPARE CONDUIT2" MIN2" MIN14' MIN2" MINREFER TO CITY STANDARDDETAILS 6010, 6020, 6030, 6040FOR ADDITIONAL TRENCH ANDLOCATION REQUIREMENTS.2" IRRIGATION VALVECONTROL CONDUITBACKFILL TRENCH PER CITYSTANDARD 6035CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYGOGOGOAS NOTEDOCTOBER 21, 202210000361417-05-CU21ELECTRICAL PLAN - CHORRO UNDERPASSE-1.2NORTHSCALE:CHORRO UNDERPASS1"=20'-0"SECONDARY TRENCH DETAILNOT TO SCALEB-LIGHTING CIRCUIT TRENCH DETAILNOT TO SCALEA-CHORRO CROSSING TRENCH DETAILNOT TO SCALEC-GENERAL NOTEA. ROUTING OF NEW UTILITIES ARE ONLY A SUGGESTION. MOST UTILITIES ARE NOT SHOWNINCLUDING. OTHER UTILITIES SUCH AS SEWER, WATER, CATV, TELEPHONE, FIBER, ANDPOWER ARE LOCATED WITHIN THE PROJECT AREA. CONTRACTOR SHALL LOCATE EXISTINGUTILITIES PRIOR TO STARTING WORK, CONTRACTOR SHALL ADJUST ROUTING TO AVOIDEXISTING UTILITIES AND MAINTAIN CLEARANCES PER MOST RESTRICTIVE UTILITYSTANDARDS/REQUIREMENTS.B. LATERALS ARE NOT SHOWN ON PLANS. LOCATING LATERALS IS THE RESPONSIBILITY OF THECONTRACTOR AND ANY DAMAGE TO A LATERAL MUST BE REPAIRED IMMEDIATELY AND ATNO COST TO THE CITY.C. ALL SPARE CONDUITS SHALL HAVE NUMBERED PULL ROPE INSTALLED.D. DEPTH OF CONDUITS ARE SHOWN AS MINIMUMS. IN ORDER TO AVOID OTHER UTILITYCROSSINGS THAT THE DEPTH OF TRENCH MAY NEED TO BE INCREASED TO PROVIDESUFFICIENT CLEARANCE BELOW EXISTING UTILITIES AS DIRECTED BY THE ENGINEER.PROVIDE 36" BELOW CROSSING UTILITIESNORTH CHORRO GREENWAYNOVEMBER 11, 2022Page 131 of 375 SYMBOLMANUFACTURER/MODEL ARC PSI RADIUSHUNTER MP STRIP PROS-12-PRS40-CV-F LST LCS 405'x15'HUNTER MP STRIP PROS-12-PRS40-CV-F RST RCS 405'x15'HUNTER MP1000 PROS-12-PRS40-CV-F M 90-210 4014'HUNTER MP1000 PROS-12-PRS40-CV-F O 360 4014'HUNTER MP2000 PROS-12-PRS40-CV-F K 90-210 40 19'RAIN BIRD RWS-B-C 1401 360 40 3'SYMBOL MANUFACTURER/MODEL/DESCRIPTIONRAIN BIRD XCZ-100-LCWIDE FLOW DRIP CONTROL KIT, FOR LIGHTCOMMERCIAL USES. 1" PEB VALVE, WITH 1" PRESSUREREGULATING 40PSI BASKET FILTER. 0.3-20 GPM.PIPE TRANSITION POINT ABOVE GRADEPIPE TRANSITION POINT FROM PVC LATERAL TO DRIPTUBINGAREA TO RECEIVE DRIP EMITTERSRAIN BIRD XB-PCSINGLE OUTLET, PRESSURE COMPENSATING DRIPEMITTERS. FLOW RATES OF 0.5 GPH=BLUE, 1.0GPH=BLACK, AND 2.0 GPH=RED. COMES WITH ASELF-PIERCING BARB INLET X BARB OUTLET.Emitter Notes:0.5 GPH emitters (2 assigned to each 5 gal plant)0.5 GPH emitters (2 assigned to each 1 gal plant)SYMBOL MANUFACTURER/MODEL/DESCRIPTIONRAIN BIRD PESBR-PRS-DELECTRIC REMOTE CONTROL VALVE FOR RECLAIMEDWATER APPLICATIONS WITH SCRUBBER MECHANISMAND PRESSURE REGULATOR.RAIN BIRD 44-LRC1" BRASS QUICK-COUPLING VALVE, WITHCORROSION-RESISTANT STAINLESS STEEL SPRING,LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECEBODY.MATCO-NORCA 759CBRASS SHUT OFF BALL VALVE, 1/2" TO 4". TWO PIECEBODY, BLOW-OUT PROOF STEM, CHROME PLATED SOLIDBRASS BALL, THREADED, WITH PTFE SEATS. C X C. SAMESIZE AS MAINLINE PIPE.SUPERIOR 3100 1"NORMALLY OPEN DESIGN, SOLID BRASSCONSTRUCTION, ELECTRIC.FEBCO 825Y LF 3/4"REDUCED PRESSURE BACKFLOW PREVENTERCALSENSE CONTROLLER (CITY STANDARD DETAIL #8520)PEDESTAL ENCLOSURE MOUNTED INSTALLATIONCS3-8-S/CS3-GR-BUNDLE-2/FM 1UCALSENSE CONTROLLER (CITY STANDARD DETAIL #8520)PEDESTAL ENCLOSURE MOUNTED INSTALLATIONCS3-8-S/CS3-GR-BUNDLE-2/FM 1UCALSENSE TEE INSERTED FLOW SENSORWATER METER 3/4"(CITY STANDARD DETAIL #6210) EXISTING CITY SERVICEMAIN, NEW METER REQUIRED. INSTALL 3/4" WATER METERWITH 1" SERVICE LATERALWATER METER 3/4"(CITY STANDARD DETAIL #6210) CITY`S POTABLE WATERSERVICE. INSTALL 3/4" WATER METER WITH 1" SERVICELATERALIRRIGATION LATERAL LINE: PVC SCHEDULE 40IRRIGATION MAINLINE: PVC SCHEDULE 40PIPE SLEEVE: PVC SCHEDULE 40PIPE SLEEVE: SLEEVES SHALL BE TWO TIMES LARGER INDIAMETER THAN WATER SUPPLY LINE. EXTEND SLEEVES 18INCHES BEYOND EDGES OF PAVING OR CONSTRUCTIONLRMVBFC1C2M#"#Valve NumberValve SizeValve FlowValve Callout#IRRIGATION SCHEDULEIRRIGATION NOTES1. CONTRACTOR SHALL SLEEVE ALL LATERALS AND MAINLINES RUNNING UNDER PAVING. PIPE SLEEVE SIZE SHALL ALLOW FORIRRIGATION PIPING AND RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES MINIMUM 18INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION.2. IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING WILL BE DETERMINED AT THE TIME OF INSTALLATION.MAINLINE AND LATERALS SHALL BE PLACED IN THE SAME TRENCH WHEN POSSIBLE. ALL Q.C. VALVES ARE TO BE LOCATED 12"FROM SIDEWALKS, CURBS, ASPHALT & CONCRETE SURFACES.3. ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING, TO COMPLETE THE WORK, SHALL BE PROVIDED BY THEIRRIGATION CONTRACTOR.4. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR SPECIFICATIONS.5. CONTRACTOR SHALL COORDINATE POWER TO CONTROLLERS AND DEDICATE ONE (1) 20 AMP BREAKER FOR EACHCONTROLLER. THE AUTHORIZED REPRESENTATIVE SHALL REVIEW CONTROLLER LOCATIONS PRIOR TO INSTALLATION. 120 VOLTSERVICE AND HOOK-UP TO THE CONTROLLER SHALL BE COMPLETED BY A LICENSED ELECTRICAL CONTRACTOR. THIS COST ISTO BE A PART OF THE LANDSCAPE CONTRACTOR'S BID.6. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS AND SITE CONDITIONS PRIOR TO BEGINNING WORK. SHOULDCONFLICTING INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPEARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION.7. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THATOBSTRUCTIONS, PLANT MATERIAL SPACING, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THATMIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TOTHE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTORSHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER.8. CONTRACTOR SHALL ADJUST HEADS AS NEEDED TO MINIMIZE OVERSPRAY ONTO HARDSCAPE AREAS.9. WIRE BETWEEN CONTROLLER AND VALVES TO BE COLOR STRANDED AND NOT A 2-WIRE SYSTEM.10. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COIL OF EXCESS WIRE AT EACHSPLICE. LABEL ALL WIRES W/ WATERPROOF MARKERS AT ALL SPLICES AND VALVE MANIFOLDS.11. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL APPEARING ON PLAN.12. PROVIDE PVC SHUTOFF VALVE FOR EACH VALVE.13. ALL EXISTING UTILITIES, WATER LINES AND FIRE HYDRANTS SHALL REMAIN CONNECTED AND IN FULL CONTINUOUS OPERATIONDURING AND FOLLOWING ALL CONTRACT WORK.14. CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO THE IRRIGATION SYSTEM FOLLOWING A PRECIPITATION TEST PERTHE OWNER. ADJUSTMENTS SHALL INCLUDE BUT WILL NOT BE LIMITED TO: HEAD RELOCATION, CHANGING NOZZLES, ANDADJUSTING ARC PATTERNS TO ATTAIN 65% EFFICIENT UNIFORMITY AS REQUIRED BY THE OWNER.15. CONTRACTOR SHALL SLEEVE ALL PIPE CROSSINGS UNDER HARDSCAPE. ALL SLEEVES UNDER PAVING SHALL RECEIVEIDENTIFYING MARK ON TOP OF HARDSCAPE AT EDGE OF PLANTER TO INDICATE LOCATION OF SLEEVE. EXTEND ALL SLEEVES18" BEYOND EDGE OF HARDSCAPE, TYP.16. ALL NEW IRRIGATION BOXES, AND ADDITIONAL BOXES SHALL BE LOCATED IN PLANTING AREAS 18" MIN. AWAY FROMADJACENT PAVING AND 5' MIN. AWAY FROM IMMEDIATE BUILDING ENTRIES.17. EXTRA VALVE WIRES SHALL BE PROVIDED FOR EACH VALVE STATION NOT USED ON PROPOSED. CONTROLLER. UNLESSOTHERWISE NOTED ON PLANS, VALVE WIRES SHALL BE EXTENDED AND LOCATED IN TWO (2) VALVE BOXES EACH LOCATED ATPOLAR OPPOSITE ENDS OF THE PROJECT SITE.18. FOR ALL DRIP AREAS: CONTRACTOR TO INSTALL AIR RELIEF VALVES, OPERATION INDICATORS AND FLUSH VALVES INACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.19. FOR LANDSCAPE AREAS TO RECEIVE IRRIGATION, CONTRACTOR SHALL NOT INSTALL ANY PLANTING UNTIL THE FOLLOWINGARE COMPLETED: 1. THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL. 2. HYDROSTATIC PRESSURE TESTS SHALL BEPERFORMED ON MAIN AND LATERAL LINES. 3. ALL ZONES SHALL PASS A COVERAGE TEST. 4. CONTROLLERS SHALL BE FULLYOPERATIONAL.20. TREES NOT SERVICED BY IRRIGATION TO RECEIVE TEMPORARY TREE WATERING BAG, PER SPECIFICATIONS.CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARCH IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 1000036MMMMJCLI001WELO CERTIFICATION OF COMPLIANCETHIS LANDSCAPE PLAN, WHEN INSTALLED, WILL COMPLY WITH THE COUNTY OF SAN LUIS OBISPO MUNICIPALCODE AND THE WATER CONSERVATION MANDATE 'WATER EFFICIENT LANDSCAPE ORDINANCE' (WELO)PREPARED IN ACCORDANCE WITH THE WATER EFFICIENT LANDSCAPE WORK SHEETS APPENDEX A ANDAPPENDEX B. THE WUCOLS VALUES WERE GIVEN IN THE PLANT APPENDICES LOCATED IN THE RICE RANCHSPECIFIC PLAN DESIGN GUIDELINES AND ARE USED TO DETERMINE PF (PLANT FACTOR) VALUE IN THECALCULATION IN THE CONSTRUCTION DOCUMENT PHASE.THE WATER CONSERVATION METHOD FOR THE NEW LANDSCAPE PLANT MATERIAL WILL HAVE A LOW TOLOW/MED PF (PLANT FACTOR) RATING AND THE ETWU (ESTIMATED TOTAL WATER USE) PER YEAR IS ESTIMATED TOBE WITH IN THE MAXIMUM ALLOWABLE WATER ALLOCATION (MAWA) WHICH WILL BE CALCULATED FOR THEPROJECT. ADDITIONALLY, A 'SMART CONTROLLER' WITH A CLIMATE CONTROL WEATHER STATION WILL BE USEDTO MONITOR THE IRRIGATION WATER AND PRO-RATE DAILY WATER CONSUMPTION TO THE MINIMUMREQUIREMENTS FOR EACH HYDROZONES. ALL TREES WILL BE IRRIGATED ON SEPARATES SYSTEMS SO THAT ONCEESTABLISHED, WATER CAN BE REGULATED IN A MORE EFFICIENT MANNER.xMELANIE MILLS, LANDSCAPE ARCHITECT RLA NO. 5394WATER CALCULATIONSIRRIGATION NOTES AND SCHEDULE11/11/2022ATIONSWATER CALCULACONTACT CALSENSE REP: JEFF(760) 580-9428CONTACT CALSENSE REP: JEFF(760) 580-9428Page 132 of 375 GREEN WAY GREENWAYGREEN WAY EXISTING CONTROLLERLOCATION. PROTECT INPLACECONTRACTOR TO TIE INTO EXISTINGTREE BUBBLER IRRIGATION VALVEDOWNSTREAM OF VALVE ANDPROVIDE ADDITIONAL PIPING ANDBUBBLERS TO NEW TREES. MATCHBUBBLER EQUIPMENT TO EXISTINGHAND TRENCH IRRIGATION PIPING TOAVOID EXISTING IRRIGATION & LANDSCAPE7+858+009+00IRRIGATION NOTES:SEE LI001 FOR IRRIGATION SCHEDULE AND NOTES.CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARCH IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 10000360feet401" = 20'2060FERRINI [7+85 - 9+05]1" = 20' HORIZONTAL SCALELI101IRRIGATION PLANHIGHWAY 1 / N.SANTA ROSAHIGHL A N D D RI VEFERRINI ROADN.CHORRO ROADCALTRANS ROWMMMMJC11/11/2022Page 133 of 375 ^^^^^^11+0012+00 >>>>>>>>>>FOOTHILL BLVDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSSSSSSSSSSSSSSSSMBFMVA30.441"C1LR2A11"A117.0A21"A221+0012+0013+00 10+0011+0012+0013+0014+0015+0015+6911+0012+00 IRRIGATION NOTES:SEE LI001 FOR IRRIGATION SCHEDULE AND NOTES.UTILITIES NOTES:1. ROUTING OF NEW UTILITIES ARE ONLY A SUGGESTION.NOT ALL UTILITIES ARE SHOWN. DRY UTILITIES SUCH ASCATV, TELEPHONE, FIBER, AND POWER ARE LOCATEDWITHIN THE PROJECT AREA. CONTRACTOR SHALLLOCATE ALL EXISTING UTILITIES PRIOR TO STARTINGWORK. CONTRACTOR SHALL ADJUST ROUTING TOAVOID EXISTING UTILITIES AND MAINTAIN CLEARANCESPER MOST RESTRICTIVE UTILITYSTANDARDS/REQUIREMENTS.2. NOT ALL LATERALS ARE SHOWN ON PLANS. LOCATINGLATERNALS IS THE RESPONSIBILITY OF THE CONTRACTORAND ANY DAMAGE TO A LATERAL MUST BE REPAIREDIMMEDIATELY AND AT NOT COST TO THE CITY.CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARCH IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 10000360feet401" = 20'2060BIKE PATH [10+00 - 15+32]1" = 20' HORIZONTAL SCALELI102IRRIGATION PLANREMOVE ALL ABANDONED IRRIGATIONLINES IN PROJECT AREA (TYPICAL)CAP EXISTING IRRIGATION LINES AT LDSCHURCH PROPERTY LINE (TYPICAL)IRRIGATION FOR ALL NEW TREESLOCATED ON LDS CHURCH PROPERTYBY LDS CHURCH (TYPICAL)REMOVE ALL ABANDONED IRRIGATIONLINES IN PROJECT AREA (TYPICAL)FOOTHILL BLVDRAMONA DRPROVIDE 120VAC TO THIS LOCATION.PULL APPLICABLE VALVE WIRES TOTHE CONTROLLER.CAP ALL EXISTING IRRIGATION LINES AT LDSCHURCH PROPERTY LINE AS NEEDED (TYPICAL)COORDINATE LOCATION OF ELECTRICALSLEEVE WITH ELECTRICAL SERVICE. PROVIDE3/4" CONDUIT FOR POWER SERVICE TOCONTROLLER.LOCATE IRRIGATION CONTROLLER,PROVIDE GROUND MOUNTINSTALLATION PER CITY STANDARDDETAIL #8520.MMMMJC11/11/2022Page 134 of 375 SD SDSDSDSDX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X SDSDSDSDSDBF MV1.3211"0.5041"7.2851"LLL27.721"10.631"12.061"C2LLL27+0028+0029+0030+0031+0010+00IRRIGATION NOTES:SEE LI001 FOR IRRIGATION SCHEDULE AND NOTES.UTILITIES NOTES:1. ROUTING OF NEW UTILITIES ARE ONLY A SUGGESTION.NOT ALL UTILITIES ARE SHOWN. DRY UTILITIES SUCH ASCATV, TELEPHONE, FIBER, AND POWER ARE LOCATEDWITHIN THE PROJECT AREA. CONTRACTOR SHALLLOCATE ALL EXISTING UTILITIES PRIOR TO STARTINGWORK. CONTRACTOR SHALL ADJUST ROUTING TOAVOID EXISTING UTILITIES AND MAINTAIN CLEARANCESPER MOST RESTRICTIVE UTILITYSTANDARDS/REQUIREMENTS.2. NOT ALL LATERALS ARE SHOWN ON PLANS. LOCATINGLATERNALS IS THE RESPONSIBILITY OF THE CONTRACTORAND ANY DAMAGE TO A LATERAL MUST BE REPAIREDIMMEDIATELY AND AT NOT COST TO THE CITY.CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARCH IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 10000360feet401" = 20'2060CHORRO [26+50 - 33+25]1" = 20' HORIZONTAL SCALELI103IRRIGATION PLANCONTRACTOR TO REPLACE EXISTING METER BOX WITH NEWMETER BOX, PROVIDE NEW M2 3/4" METER AND HOT TAPCONNECTION WITH 1" SERVICE LATERAL TO CITY MAIN PER CITYSTANDARD DETAIL #6210.COORDINATE LOCATION OF ELECTRICAL SLEEVE FOR LOWVOLTAGE WIRE WITH ELECTRICAL SERVICE. PROVIDE 3/4" CONDUIT.SEE CIVIL PLANS FOR IRRIGATION SLEEVE LOCATION (TYPICAL)WALNUT STCALTRANS ROWCALTRANS ROWCALTRANS ROWCALTRANS R O W CALTRANS R O WCALTRANS ROWLOCATE IRRIGATION CONTROLLER ADJACENT TO ELECTRICALSERVICE PEDESTAL (SEE ELECTRICAL PLANS), PROVIDE GROUNDMOUNT INSTALLATION PER CITY STANDARD DETAIL #8520.CHORRO STMMMMJC11/11/2022Page 135 of 375 CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARCH IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 1000036LANDSCAPE IRRIGATION DETAILSLI501SCH 80 NIPPLE (2-INCH LENGTH,HIDDEN) AND SCH 40 ELL24-INCH LINEAR LENGTH OFWIRE, COILEDWATER PROOF CONNECTION (1 OF 2)ID TAGVALVE BOXTOP OF MULCHREMOTE CONTROL VALVEPVC SCH 80 NIPPLE. SIZE PERPLAN. LENGTH AS REQUIRED.BRICK (1 OF 4)SCH 40 PVC ELL FITTINGPVC MAINLINE PIPEPVC SCH 40 TEE OR ELLPVC SCH 40 MALE ADAPTERPVC UNION12" DEEP 3/4" CRUSHED AGGREGATEBASENOTES:1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.BALL VALVE (LINE SIZED)REMOTE CONTROL VALVE1" = 1'-0"2RRM-1417.05-16PRESSURIZED MAINLINE PVC PIPE.3/4" CRUSHED AGGREGATE BASE.ONE (1) CUBIC FT. MIN.SCHEDULE 40 PVCMALE ADAPTER.COMMON BRICKS FORSUPPORT. MIN. THREE.BALL VALVE. CENTER IN BOXEXTENSION FOR 12" METER BOX.SIZE AS REQUIRED.12" ROUND METER BOX.NOTE:PLACE AGGREGATE PRIOR TOINSTALLATION OF VALVE BOX.BALL VALVE1" = 1'-0"FINISH GRADEVALVE BOX1RRM-1417.05-781. CONTRACTOR SHALL WIRE FLOW SENSOR TO IRRIGATION CONTROLLER MODULE.2. FLOW SENSOR MAKE AND MODEL SHALL BE COMPATIBLE WITH IRRIGATION CONTROLLER.3. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.1" TURF AREAS2" SHRUB AREASFLOW5 X PIPE DIA.10 X PIPE DIA.JUMBO PLASTIC VALVE BOXWITH 2 - 6" EXTENSIONS &LOCKING COVER.BRICKS. ONE AT EACHCORNER OF JUMBO VALVEBOX.12" DEEP 34" CRUSHEDAGGREGATE BASE2 CONDUCTOR SHIELDED CABLES.CONNECT TO TRANSMITTER.FLOW SENSOR. MATCHDIRECTION OF FLOW.SCH 80 PVC MALE ADAPTERS,WHEN REQUIRED (2).WATERPROOF CONNECTORS.FLOWNO VALVES, REDUCERS,OR ELBOWS IN THIS AREAFLOW SENSOR3/4" = 1'-0"10" MIN.RRM-1417.05-8431 1/2" = 1'-0"TYPICAL DRIP TUBING LAYOUTCOMPRESSION FITTING.PLANT GRAPHICDRIPLINE EDGE.METAL 1/2" DRIP TUBING STAKE.SINGLE-OUTLET EMITTER WITH BARB INLET.STAKE EMITTERS AT END OFLINE ON 12" DRIP STAKE.TYPICALCOMPRESSIONFITTING.NOTES:A. PLACE EMITTERS 34 BETWEEN THE TRUNK AND OUTER DRIPLINE.B. EVENLY SPACE EMITTERS AROUND PLANT.C. STAKE THE DRIP TUBING AT EACH TEE, ELL, COUPLER, AT EACH EMITTER OR TRANSFER, AND AT 6'-0"MAX O.C.D. 1/4" 'SPAGHETTI' TUBING IS NOT PERMITTED.E. SEE SCHEDULE FOR NUMBER OF EMITTERS PER PLANT.1/2" FLEXIBLE DRIP TUBINGRRM-1417.05-8541 1/2" = 1'-0"DRIP FLUSH VALVE10" DIAMETER VALVE BOX.COIL 24" TO 30" OF DRIP TUBING IN THE BOX.34" PVC BALL VALVE WITH SHORTNIPPLE.12" DRIP TUBING.SET VALVE BOX 2" ABOVE FINISHEDGRADE OF SHRUB AREA.4" THICK LAYER OF WASHED GRAVEL.THE BOX SHALL REST UPON THE ROCKBED. DO NOT EXTEND GRAVEL INTOBOX.12" DRIP TUBING TO 34" FPT ADAPTER.5RRM-1417.05-861 1/2" = 1'-0"QUICK COUPLING VALVE IN BOXRRM-1417.05-876PLANFGNATIVE SOILSCH. 40 P.V.C TEE SxSxTLATERAL LINESCH 80 PVC SWING JOINTTREE BACKFILL, SEE PLANTING DETAILS3/4" WASHED CRUSHED AGGREGATE BASEBUBBLER NOZZLE (ABOVE ROCK) ONRISER, SEE IRRIGATION LEGENDDEEP ROOT WATER SYSTEM ASSEMBLY,W/ TAMPER PROOF GRATE. PROVIDEFILTER FABRIC SLEEVE PER MANUFACTURER.ROOTBALLTREE TRUNKSECTIONLATERAL LINESCH 80 PVC SWING JOINTDEEP ROOT WATER SYSTEM ASSEMBLY,W/ TAMPER PROOF GRATE. WRAP NYLONMESH TUBE W/ FILTER FABRICNOTES :1. USE PIPE TEFLON TAPE ONALL PIPE THREADS. TIGHTENTHREADS UNTIL MODERATELYSNUG (DO NOTOVERTIGHTEN).2. LOCATE TREE BUBBLER ONROOT BALL SIDE OF ROOTCONTROL BARRIERS.3. WHERE POSSIBLE, LOCATETREE BUBBLER AWAY FROMADJACENT HARDSCAPEAREAS TO DISCOURAGE ROOTGROWTH UNDER PAVING.TREE BUBBLER3/4" = 1'-0"RRM-1417.05-887MAINLINE COMBINED WITH LATERAL LINEMAINLINE WITH CONTROL WIRELATERAL LINELATERAL LINETRACER TAPESAND COVERPRESSURE LINEPOSITION CONTROL WIRESIN LOWER LEFT OR RIGHTHAND QUADRANT OFMAINLINE. TAPE WIRE AT 10'INTERVALS; DO NOT SECURETO MAINLINE.SAND BED3 x's DIAOF LATERALLINEWATER JET BEDDINGAND BACKFILL FORPIPELINEINSTALLATION.TYPICAL FOR ALLNATURAL EARTHBACKFILL.LATERAL LINEEXISTING PAVINGTRACER TAPESAND COVERPRESSURE (MAIN)LINEPOSITION CONTROL WIRESIN LOWER LEFT OR RIGHTHAND QUADRANT OFMAINLINE. TAPE WIRE AT 10'INTERVALS; DO NOT SECURETO MAINLINE.SAND BEDMATCH TYPE AND GRADEOF EXISTING PAVING3 X'S DIA. OFMAINLINE3 X'S DIA. OFMAINLINE2 SACK SLURRY BACKFILLSAND COVERMAINLINE IN SLEEVE, SEEIRRIGATION PLAN FORSLEEVING LOCATIONSPOSITION CONTROL WIRESIN LOWER LEFT OR RIGHTHAND QUADRANT OFMAINLINE. TAPE WIRE AT 10'INTERVALS; DO NOT SECURETO MAINLINE.SAND BEDMAINLINE WITH CONTROL WIRE BELOW EXISTING PAVINGRECLAIMED WATER & POTABLE WATER PIPEPOTABLE WATER MAINLINE ORLATERAL LINENON-POTABLE WATER MAINLINEOR LATERAL LINESLEEVE POTABLE LINE FOR AMIN. OF 10' BOTH WAYSBEYOND CROSSING OFNON-POTABLE LINE.SLEEVE NON-POTABLE LINEFOR A MIN. OF 10' BOTHWAYS BEYOND CROSSING OFPOTABLE LINE.NOTES:1. PIPE BEDDING AND BACKFILL SHALL BEWATER JETTED TO ACHIEVE PROPERDENSIFICATION.2. PIPE AND CONTROL WIRE CROSSINGVECHICULAR ROADWAY SHALL BE SLEEVEDPER PLANS AND THIS DETAIL3. ELECTRICAL SLEEVE: 3" MIN; LARGER IFREQUIRED BY INSPECTOR.4. IRRIGATION SLEEVE: TWO PIPE SIZES LARGERTHAN WATER PIPE SIZE.5. SHOW ALIGNMENT OF ALL CONTROL WIRENOT INSTALLED WITH MAINLINE ON AS-BUILTDRAWINGS.MAINLINE COMBINED WITH LATERAL LINE UNDER PAVEMENTLATERAL LINE WITH SLEEVETRACER TAPESAND COVERPOSITION CONTROL WIRES INLOWER LEFT OR RIGHT HANDQUADRANT OF MAINLINE.TAPE WIRE AT 10' INTERVALS;DO NOT SECURE TOMAINLINE.SAND BEDMAINLINE IN SLEEVE, SEEIRRIGATION PLAN FORSLEEVING LOCATIONSFGCONTROL WIRESEPARATE FROM PIPETRACER TAPE1/2" CLASS 315P.V.C. PIPE(NOT ANIRRIGATIONLINE)WIRE TAPED AT10' O.C. TOLOWER HALF OFPIPEPAVING PER PLANSBACKFILL MATERIALBACKFILL MATERIALBACKFILL MATERIALTRENCHING1" = 1'-0"TRACER TAPERRM-1417.05-898MMMMJC11/11/2022Page 136 of 375 CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARCH IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 1000036LANDSCAPE IRRIGATION DETAILSLI502PVC SCH 40 LATERAL LINE TO DRIPTUBING, 18" LENGTH MINIMUM BEFOREFIRST FITTING.VALVE BOX WITH LOCKABLE LID (2" BELOW GRADEWHEN IN PLANTER AREAS)12" DEEP 3/4" CRUSHEDAGGREGATE BASECOMMON BRICK, ONE AT EACHCORNER FOR SUPPORT.FINISH GRADEPRESSURIZED MAINLINE PIPEINLINE WYE FILTER, SEE IRRIGATIONLEGEND FOR TYPE.COIL 18" LENGTH OF CONTROL WIREAND SPLICE WITH WATER-TIGHT SPLICECONNECTORS.INLINE PRESSURE REGULATORPVC UNION, LINE SIZE1/2" = 1'-0"DRIP ZONE CONTROL VALVESCHEDULE 40 PVC MALE ADAPTERRRM-1417.05-1823" = 1'-0"DRIP AIR RELIEF VALVE IN BOX34"X1"MPT ADAPTER.1" FPTXMPT ELL.AS SPECIFIED.AIR RELIEF VALVEDRIPLINE OR 1/2" DRIP TUBING.34"FPT X 12" DRIPTUBING ADAPTER.DRIP TUBING COUPLING.6" PURPLE DRIP BOX.12" DEEP 3/4" CRUSHEDAGGREGATE BASETOP OF MULCHNOTES:1. PLACE AGGREGATE PRIOR TOINSTALLATION OF VALVE BOX.1/2" PVC UNION1RRM-1417.05-19MMMMJC11/11/2022Page 137 of 375 TREESBOTANICAL NAMECOMMON NAMECONTWUCOLSQTYAESCULUS CALIFORNICA CALIFORNIA BUCKEYE 15 GAL VERY LOW 2AGONIS FLEXUOSA PEPPERMINT TREE 15 GAL LOW 8CALLISTEMON VIMINALIS WEEPING BOTTLEBRUSH 15 GAL LOW 7LAGERSTROEMIA INDICA `RED` CRAPE MYRTLE 15 GAL LOW 9PISTACIA CHINENSIS CHINESE PISTACHE 15 GAL LOW 22PLATANUS RACEMOSA CALIFORNIA SYCAMORE 15 GAL MODERATE 2QUERCUS TOMENTELLA ISLAND LIVE OAK 15 GAL LOW 13PLANT SCHEDULEGENERAL PLANTING NOTES1. THERE ARE TWO TYPES OF LANDSCAPE AREAS ON THESE PLANS:1.1. BIORETENTION AREAS: RECEIVE A SPECIAL SOIL MIX AND COMPOST MULCH NOTBARK MULCH, PER PLANS AND SPECIFICATIONS.1.2.CONVENTIONAL PLANTING AREAS: SOILS TO BE AMENDED WITH COMPOST ANDMULCHED WITH BARK MULCH PER THE SPECIFICATIONS.2. CONTRACTOR SHALL SUBMIT LABELED REPRESENTATIVE PHOTOS OF ALL PLANT MATERIAL,TREES AND GROUNDCOVERS. PHOTOS SHALL BE OF THE SPECIFIED CONTAINER SIZE.PHOTOS SHALL BE SUBMITTED AS A COMPLETE SUBMITTAL PACKAGE FOR REVIEW ANDAPPROVAL. INCLUDE PHOTOS OF ANY PROPOSED SUBSTITUTES, CLEARLY LABELED.3.PLANTED AREAS SHALL BE MAINTAINED PER SPECIFICATIONS.4.CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TOFURNISH AND INSTALL PLANT MATERIAL AS SHOWN ON THE DRAWINGS AND ASDESCRIBED IN THE SPECIFICATIONS.5.PLANTING PLANS ARE DIAGRAMMATIC AND PLANT SCHEDULE ON THE DRAWINGS SHALLBE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES ANDQUANTITIES BY PLAN CHECK. NOTIFY PROJECT LANDSCAPE ARCHITECT OF ANY MAJORDISCREPANCIES.6.ALL STRUCTURAL AND HARDSCAPE IMPROVEMENTS SHALL BE CONSTRUCTED ANDFINISHED AHEAD OF PLANTING UNLESS DESIGNATED OTHERWISE ON THE DRAWINGS.SHRUBSBOTANICAL NAMECOMMON NAMECONTWUCOLSQTYACHILLEA X 'MOONSHINE' MOONSHINE YARROW 1 GAL LOW 52AGAVE ATTENUATA `NOVA` BLUE FLAME AGAVE 1 GAL LOW 36DIPLACUS AURANTIACUS STICKY MONKEYFLOWER 1 GAL VERY LOW 75ERIOGONUM CROCATUM SAFFRON BUCKWHEAT 1 GAL LOW 16ERIOGONUM FASCICULATUM 'WARRINER LYTLE' WARRINER LYTLE CALIFORNIA BUCKWHEAT 1 GAL LOW 4FESTUCA CALIFORNICA 'RIVER HOUSE BLUES' RIVER HOUSE BLUES CALIFORNIA FESCUE 1 GAL LOW 355FESTUCA MUELLERI MUELLER'S FESCUE 1 GAL LOW 306FESTUCA RUBRA 'MOLATE' MOLATE RED FESCUE 1 GAL LOW 35FRANGULA CALIFORNICA 'MOUND SAN BRUNO' MOUND SAN BRUNO COFFEEBERRY 5 GAL LOW 14IRIS DOUGLASIANA DOUGLAS IRIS 1 GAL LOW 12JUNCUS PATENS `ELK BLUE` ELK BLUE CALIFORNIA GRAY RUSH 1 GAL LOW 144LEYMUS CONDENSATUS `CANYON PRINCE` NATIVE BLUE RYE 1 GAL LOW 41LOMANDRA CONFERTIFOLIA 'POM POM' SHORTY MAT RUSH 1 GAL LOW 12LOMANDRA LONGIFOLIA 'BREEZE' TM BREEZE MAT RUSH 1 GAL LOW 51LOMANDRA LONGIFOLIA 'PLATINUM BEAUTY' VARIEGATED RUSH 1 GAL LOW 5LOMANDRA X 'LOMLON' TM LIME TUFF DWARF MAT RUSH 1 GAL LOW 5MISCANTHUS SINENSIS 'MORNING LIGHT' MORNING LIGHT EULALIA GRASS 5 GAL LOW 4MUHLENBERGIA DUBIA PINE MUHLY 1 GAL LOW 97MUHLENBERGIA RIGENS DEER GRASS 1 GAL LOW 55MYRICA CALIFORNICA PACIFIC WAX MYRTLE 1 GAL LOW 6NEPETA X FAASSENII 'PURRSIAN BLUE' PURRSIAN BLUE CATMINT 1 GAL LOW 11PARTHENOCISSUS QUINQUEFOLIA VIRGINA CREEPER 1 GAL MODERATE 20PENNISETUM SPATHIOLATUM RYE PUFFS 1 GAL LOW 30PHLOMIS FRUTICOSA JERUSALEM SAGE 1 GAL LOW 10RIBES SPECIOSUM FUCHSIA FLOWERING GOOSEBERRY 1 GAL LOW 21ROSA CALIFORNICA `ELSIE` CALIFORNIA WILD ROSE 1 GAL LOW 22SALVIA SPATHACEA HUMMINGBIRD SAGE 1 GAL LOW 55SESLERIA AUTUMNALIS `CAMPO VERDE` AUTUMN MOOR GRASS 1 GAL MODERATE 277. ADJUST PLANT MATERIAL AS NECESSARY AROUND UTILITY LOCATIONS. NOTIFYLANDSCAPE ARCHITECT OF ANY MAJOR CONFLICTS OR NECESSARY ADJUSTMENTS.8. ALL WORK ON THE IRRIGATION SYSTEM INCLUDING OPERATIONAL TESTS, ANDBACKFILLING OF TRENCHES SHALL BE COMPLETED AHEAD OF PLANTING.9.LOCATIONS OF ALL PLANT MATERIAL SHALL BE REVIEWED ON SITE BY LANDSCAPEARCHITECT PRIOR TO PLANTING. OWNER OR LANDSCAPE ARCHITECT RESERVES THERIGHT TO MAKE ANY ADJUSTMENTS, SUBSTITUTIONS, ADDITIONS, AND DELETIONS TO THEPLANT LAYOUT AS WORK PROGRESSES.10. ALL GROUNDCOVER SHALL BE TRIANGULARLY SPACED, UNLESS OTHERWISE NOTED.11.TREES TO BE PLANTED WITHIN TEN (10) FEET OF HARDSCAPE, UTILITIES, WALLS, ORSTRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER.12. SOIL SHALL BE AMENDED PURSUANT TO AN AGRONOMIC SOILS REPORT, WITHINFILTRATION RATES, PRIOR TO PLANTING.13. REFER TO PLANTING DETAILS FOR ADDITIONAL INFORMATION.14. HEIGHT TO FIRST BRANCH ON ALL STREET TREES SHALL BE NO LESS THAN 5 FEET.CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARCH IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 1000036LP001MMMMJCPLANTING SCHEDULE AND NOTESPER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDDETAILS #8210 & #8220PER CITY STANDARDDETAILS #8210 & #8220PER CITY STANDARDDETAILS #8210 & #8220PER CITY STANDARDDETAILS #8210 & #8220PER CITY STANDARDDETAILS #8210 & #8220PER CITY STANDARDDETAILS #8210 & #8220PER CITY STANDARDDETAILS #8210 & #8220DETAILDETAILPER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #842011/11/2022Page 138 of 375 GREEN WAY GREENWAYGREEN WAY7+858+009+00NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.1 PISTACIA CHINENSIS N 2305450.5827 E 5763811.81542 PISTACIA CHINENSIS N 2305437.1832 E 5763790.74963 QUERCUS TOMENTELLA N 2305427.6409 E 5763825.50424 PISTACIA CHINENSIS N 2305403.8733 E 5763804.45045 PISTACIA CHINENSIS N 2305399.3341 E 5763827.97056 PISTACIA CHINENSIS N 2305376.5893 E 5763824.11317 QUERCUS TOMENTELLA N 2305360.4987 E 5763866.74448 PISTACIA CHINENSIS N 2305380.4443 E 5763884.28749 PISTACIA CHINENSIS N 2305360.3579 E 5763895.102810 PISTACIA CHINENSIS N 2305341.6609 E 5763884.109411 PISTACIA CHINENSIS N 2305325.4696 E 5763901.274512 PISTACIA CHINENSIS N 2305343.3025 E 5763913.874813 QUERCUS TOMENTALLA N 2305361.9701 E 5763919.004414 QUERCUS TOMENTELLA N 2305399.6802 E 5763923.296615 QUERCUS TOMENTELLA N 2305379.3538 E 5763943.674916 QUERCUS TOMENTELLA N 2305347.4450 E 5763943.052917 QUERCUS TOMENTELLA N 2305360.9060 E 5763965.520018 QUERCUS TOMENTELLA N 2305341.7601 E 5763987.664319 QUERCUS TOMENTELLA N 2305319.1605 E 5764009.3350TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARCH IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 10000360feet401" - 20'2060FERRINI [7+85 - 9+05]1" = 20' HORIZONTAL SCALELP101PROPOSED TREECOORDINATE LOCATIONSHIGHWAY 1 / N.SANTA ROSAHIGHL A N D D RI VELANDSCAPE PLANPOINTDESCRIPTIONNORTHINGEASTINGCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARCH IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 1000036CALTRANS ROWPROTECT EXISTING CITY IRRIGATIONSYSTEM DURING CONSTRUCTIONFERRINI ROADN.CHORRO ROADCITY PROJECT SIGN,PROTECT IN PLACEMMMMJC11/11/2022Page 139 of 375 FOOTHILL BLVDSSSSSSSSSSSSSSSSS21+0012+0013+00 10+0011+0012+0013+0014+0015+0015+6911+0012+00 NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.BENCHTRASH RECEPTACLEPLANTER BOX AND PLANT PALETTE NUMBER4B20 PISTACIA CHINENSIS N 2303924.6434 E 5763849.466221 PISTACIA CHINENSIS N 2303923.9319 E 5763872.952822 PISTACIA CHINENSIS N 2303923.4638 E 5763896.280523 PISTACIA CHINENSIS N 2303919.2343 E 5763940.005424 LAGERSTROEMIA INDICA `RED` N 2303780.4088 E 5763908.193325 LAGERSTROEMIA INDICA `RED` N 2303759.5473 E 5763907.234026 LAGERSTROEMIA INDICA `RED` N 2303705.1542 E 5763905.114227 LAGERSTROEMIA INDICA `RED` N 2303658.1667 E 5763904.005428 LAGERSTROEMIA INDICA `RED` N 2303637.8371 E 5763904.142929 PLATANUS RACEMOSA N 2303576.4646 E 5763900.029330 LAGERSTROEMIA INDICA `RED` N 2303550.1528 E 5763899.180531 LAGERSTROEMIA INDICA `RED` N 2303529.8231 E 5763899.318132 LAGERSTROEMIA INDICA `RED` N 2303522.3489 E 5763875.9174TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.GRANT DEED AND ROW AGREEMENT1.Deed Section 2 - Restoration of Grantor Property: Contractor to restore areas impacted by construction within theTemporary Easement Area located on the Church of Jesus Christ of Latter-day Saints ("Grantor") property topre-construction condition upon completion of construction activities. This includes, but is not limited to removal of allequipment and materials; repair of any damage; and replacement of topsoil, vegetation, mulch, etc.2.Deed Section 5.3 - Use of Easement Area: Contractor shall not carry out any activities that create nuisances or poserisks to the Grantor, including but not limited to noises, odors, light, dust, smoke, gases, light, vibration, risk of fire,explosion, or hazardous materials.3.ROW Agreement - Section E: Contractor to reinstall the 6’ high metal security fence, or a comparable replacementfence, along Foothill Boulevard and for the length of the property line between the Grantor's property and the newEasement Area.4.ROW Agreement - Section E: As part of the construction project, the Contractor plant eight trees within the TemporaryConstruction Easement located on the Grantor’s property.5.Contractor to comply with the full requirements described in the Deed and Right of Way Agreement, which areprovided as an attachment to the Bid Documents.BIORETENTION PLANTING NOTES1.TREES SHALL BE LOCATED AT LEAST 2.5 FEETFROM FACE OF CURB.2.TREES SHALL BE LOCATED AT LEAST 5 FEETFROM BIORETENTION AREA INLETS ANDBACK FROM CONVEYANCE CHANNELS TOAVOID SCOURING OF ROOT BALLS.3.DO NOT PLANT GRASSES OR SHRUBS INFRONT OF CURB CUT INLETS, WHERE THEYWILL BLOCK CONVEYANCE FROM ENTERINGBIORETENTION PLANTER.4.BIORETENTION AREAS RECEIVE COMPOSTMULCH, NOT BARK MULCH, PER PLANS ANDSPECIFICATIONS.CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARC H IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 10000360feet401" = 20'2060BIKE PATH [10+00 - 15+32]1" = 20' HORIZONTAL SCALELP102ALL TREES LOCATED WITHINCONSTRUCTION EASEMENT WILLBE MAINTAINED AND IRRIGATEDBY LDS CHURCHTRASH CONTAINER PERCITY STANDARDSDETAIL #9060PUBLIC RIGHT OF WAYBENCH PER CITYSTANDARDSDETAIL #9040EXISTING TREE LOCATEDWITHIN CONSTRUCTIONEASEMENT TO PROTECT(TYPICAL)3CMU PILASTER2METAL PICKET FENCELEGENDLANDSCAPE PLANPROPOSED TREECOORDINATE LOCATIONSPOINTDESCRIPTIONNORTHINGEASTINGPROVIDE CONNECTION TOEXISTING FENCE (SEE CIVILFOR FENCE DEMOLITIONLIMITS)PROVIDE CONNECTION TOEXISTING FENCE (SEE CIVILFOR FENCE DEMOLITIONLIMITS)FOOTHILL BLVDRAMONA DRTREES TO BE REMOVED (TYPICAL), PER CIVIL PLANSCITY PROJECT SIGN,PROTECT IN PLACEMMMMJC11/11/2022Page 140 of 375 ^^^^^^^^^^^^^^^^^^^^^^^^^^^>>>>^^^^^^^^^^^^^^^^^^^^SDSD SD 15+0015+6912+0013+0014+0015+0016+0017+0017+8610+00NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.33 AGONIS FLEXUOSA N 2303443.0612 E 5764173.927734 AGONIS FLEXUOSA N 2303442.0000 E 5764203.369335 AGONIS FLEXUOSA N 2303441.3243 E 5764231.872236 AGONIS FLEXUOSA N 2303439.7822 E 5764307.282237 AGONIS FLEXUOSA N 2303437.8692 E 5764375.1625TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.BENCHTRASH RECEPTACLEPLANTER BOX AND PLANT PALETTE NUMBER4BCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARCH IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 10000360feet401' = 20'2060RAMONA [12+00 - 17+86]1" = 20' HORIZONTAL SCALELP103MMMMJCLANDSCAPE PLAN5ARAMONA DRIVE4A1A5A4APROPOSED TREECOORDINATE LOCATIONSPOINTDESCRIPTIONNORTHINGEASTING1A2A5A5ABROAD STPLANTER BOXES IN BIKEWAYMEDIANS, LOCATIONS ANDQUANTITIES PER CIVIL PLANS.11/11/2022LEGENDPage 141 of 375 GREENWAYSD14+0015+0016+00GREENWAYGREEN WAYGREENWAYGREEN WAY 25+0026+00 10+0011+0012+0013+0010+00BIORETENTION PLANTING NOTES1.TREES SHALL BE LOCATED AT LEAST 2.5 FEETFROM FACE OF CURB.2.TREES SHALL BE LOCATED AT LEAST 5 FEETFROM BIORETENTION AREA INLETS ANDBACK FROM CONVEYANCE CHANNELS TOAVOID SCOURING OF ROOT BALLS.3.DO NOT PLANT GRASSES OR SHRUBS INFRONT OF CURB CUT INLETS, WHERE THEYWILL BLOCK CONVEYANCE FROM ENTERINGBIORETENTION PLANTER.4.BIORETENTION AREAS RECEIVE COMPOSTMULCH, NOT BARK MULCH, PER PLANS ANDSPECIFICATIONS.NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.38 PISTACIA CHINENSIS N 2301887.7684 E 5764539.563439 CALLISTEMON VIMINALIS N 2301896.1149 E 5764602.341440 PISTACIA CHINENSIS N 2301903.9994 E 5764703.062741 PISTACIA CHINENSIS N 2301907.4028 E 5764728.349442 QUERCUS TOMENTELLA N 2301936.9050 E 5764891.790443 QUERCUS TOMENTELLA N 2301940.2419 E 5764920.0801TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARCH IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 10000360feet401" = 20'2060MISSION [10+00 - 13+75]1" = 20' HORIZONTAL SCALE0feet401" = 20'2060MISSION [13+75 - 18+25]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOWMATCHLINE - SEE ABOVEMMMMJCLANDSCAPE PLANMISSION STREETMISSION STREETPROPOSED TREECOORDINATE LOCATIONSPOINTDESCRIPTIONNORTHINGEASTINGBROAD S T R E E T ALMOND S T R E E T 11/11/2022LP104MATCHLINE - SEE NEXT SHEETPage 142 of 375 14+0015+0016+0017+0010+0011+0010+0011+0014+0015+0016+0017+0010+0011+0010+0011+00SDSDSS17+0010+0011+0012+0013+00SDSDSS17+0010+0011+0012+0013+00NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.44 AGONIS FLEXUOSA N 2301953.9556 E 5765174.975745 AGONIS FLEXUOSA N 2301929.0204 E 5765182.699446 QUERCUS TOMENTELLA N 2301891.2227 E 5765193.992347 QUERCUS TOMENTELLA N 2301855.7710 E 5765204.482848 PISTACIA CHINENSIS N 2301477.5538 E 5765319.088349 PISTACIA CHINENSIS N 2301453.6433 E 5765326.504050 PISTACIA CHINENSIS N 2301415.7329 E 5765337.958851 AGONIS FLEXUOSA N 2301364.7694 E 5765353.485044 AGONIS FLEXUOSA N 2301953.9556 E 5765174.975745 AGONIS FLEXUOSA N 2301929.0204 E 5765182.699446 QUERCUS TOMENTELLA N 2301891.2227 E 5765193.992347 QUERCUS TOMENTELLA N 2301855.7710 E 5765204.482848 PISTACIA CHINENSIS N 2301477.5538 E 5765319.088349 PISTACIA CHINENSIS N 2301453.6433 E 5765326.504050 PISTACIA CHINENSIS N 2301415.7329 E 5765337.958851 AGONIS FLEXUOSA N 2301364.7694 E 5765353.4850TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.LEGENDPLANTER BOX AND PLANT PALETTE NUMBER4BLEGENDPLANTER BOX AND PLANT PALETTE NUMBER4BCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARCH IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 10000360feet401" = 20'2060CHORRO [10+00 - 13+00]1" = 20' HORIZONTAL SCALE0feet401" = 20'2060CHORRO [13+00 - 17+50]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOWMATCHLINE - SEE ABOVELP105MMMMJCLANDSCAPE PLAN1A5AMATCHLINE - SEE PREVIOUS SHEETMATCHLINE - SEE NEXT SHEETCHORRO STREETCHORRO STREET7A6A5A4A2A5APROPOSED TREECOORDINATE LOCATIONSPOINTDESCRIPTIONNORTHINGEASTING3A MISSION STREET VENABLE STREET CENTER STREETPLANTER BOXES IN BIKEWAY MEDIANS,LOCATIONS AND QUANTITIES PER CIVILPLANS.PLANTER BOXES IN BIKEWAY MEDIANS,LOCATIONS AND QUANTITIES PER CIVILPLANS.11/11/20225A2A5A4APage 143 of 375 22+0023+0024+0025+0026+0010+0022+0023+0024+0025+0026+0010+0018+0019+0020+0021+0022+0010+0011+0018+0019+0020+0021+0022+0010+0011+00NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.52 CALLISTEMON VIMINALIS N 2301158.4969 E 5765415.818753 CALLISTEMON VIMINALIS N 2301108.3527 E 5765430.492454 CALLISTEMON VIMINALIS N 2301081.8205 E 5765438.679755 CALLISTEMON VIMINALIS N 2301073.4935 E 5765393.406656 PISTACIA CHINENSIS N 2301017.7432 E 5765458.283457 PISTACIA CHINENSIS N 2300876.8872 E 5765472.128658 CALLISTEMON VIMINALIS N 2300778.8972 E 5765596.487059 CALLISTEMON VIMINALIS N 2300724.0531 E 5765632.774552 CALLISTEMON VIMINALIS N 2301158.4969 E 5765415.818753 CALLISTEMON VIMINALIS N 2301108.3527 E 5765430.492454 CALLISTEMON VIMINALIS N 2301081.8205 E 5765438.679755 CALLISTEMON VIMINALIS N 2301073.4935 E 5765393.406656 PISTACIA CHINENSIS N 2301017.7432 E 5765458.283457 PISTACIA CHINENSIS N 2300876.8872 E 5765472.128658 CALLISTEMON VIMINALIS N 2300778.8972 E 5765596.487059 CALLISTEMON VIMINALIS N 2300724.0531 E 5765632.7745LEGENDLEGEND63 LAGERSTROEMIA INDICA `RED` N 2300930.7927 E 5765533.647163 LAGERSTROEMIA INDICA `RED` N 2300930.7927 E 5765533.6471TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.BENCHPLANTER BOX AND PLANT PALETTE NUMBER4BBENCHPLANTER BOX AND PLANT PALETTE NUMBER4BCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARCH IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 10000360feet401" = 20'2060CHORRO [21+75 - 26+50]1" = 20' HORIZONTAL SCALEMATCHLIN E - S E E B E L O W MATCHLINE - SEE ABOVE0feet401" = 20'2060CHORRO [17+50 - 21+75]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE PREVIOUS SHEETMATCHLINE - SEE NEXT SHEETLP106LANDSCAPE PLAN5A6BMOUNTAIN VIEW STREETLINCOLN STREET7A5A2A1A2B4B6BPROPOSED TREECOORDINATE LOCATIONSPOINTDESCRIPTIONNORTHINGEASTING5A5B2A1A2ACHORRO STREETCHORRO STREETPLANTER BOXES IN BIKEWAY MEDIANS,LOCATIONS AND QUANTITIES PER CIVILPLANS.PLANTER BOXES IN BIKEWAY MEDIANS,LOCATIONS AND QUANTITIES PER CIVILPLANS.MMMMJC11/11/2022PUBLIC RIGHT OF WAYBENCH PER CITY STANDARDSDETAIL #90402BPage 144 of 375 SD X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X PRIVATE PARCELAPN: 002-295-002PRIVATE PARCELAPN: 002-292-025PRIVATE PARCELAPN: 002-293-015PRIVATE PARCELAPN: 002-292-03127+0028+0029+0030+0031+0032+0010+00SD X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X PRIVATE PARCELAPN: 002-295-002PRIVATE PARCELAPN: 002-292-025PRIVATE PARCELAPN: 002-293-015PRIVATE PARCELAPN: 002-292-03127+0028+0029+0030+0031+0032+0010+00BIORETENTION PLANTING NOTES1.TREES SHALL BE LOCATED AT LEAST 2.5 FEETFROM FACE OF CURB.2.TREES SHALL BE LOCATED AT LEAST 5 FEETFROM BIORETENTION AREA INLETS ANDBACK FROM CONVEYANCE CHANNELS TOAVOID SCOURING OF ROOT BALLS.3.DO NOT PLANT GRASSES OR SHRUBS INFRONT OF CURB CUT INLETS, WHERE THEYWILL BLOCK CONVEYANCE FROM ENTERINGBIORETENTION PLANTER.4.BIORETENTION AREAS RECEIVE COMPOSTMULCH, NOT BARK MULCH, PER PLANS ANDSPECIFICATIONS.BIORETENTION PLANTING NOTES1.TREES SHALL BE LOCATED AT LEAST 2.5 FEETFROM FACE OF CURB.2.TREES SHALL BE LOCATED AT LEAST 5 FEETFROM BIORETENTION AREA INLETS ANDBACK FROM CONVEYANCE CHANNELS TOAVOID SCOURING OF ROOT BALLS.3.DO NOT PLANT GRASSES OR SHRUBS INFRONT OF CURB CUT INLETS, WHERE THEYWILL BLOCK CONVEYANCE FROM ENTERINGBIORETENTION PLANTER.4.BIORETENTION AREAS RECEIVE COMPOSTMULCH, NOT BARK MULCH, PER PLANS ANDSPECIFICATIONS.60 PLATANUS RACEMOSA N 2300479.8982 E 5765819.916561 AESCULUS CALIFORNICA N 2300214.1416 E 5765907.438862 AESCULUS CALIFORNICA N 2300198.0370 E 5765920.462260 PLATANUS RACEMOSA N 2300479.8982 E 5765819.916561 AESCULUS CALIFORNICA N 2300214.1416 E 5765907.438862 AESCULUS CALIFORNICA N 2300198.0370 E 5765920.4622NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.EXISTING SHRUB/TREE TO BEREMOVEDEXISTING TREE TO REMAINEXISTING SHRUB/TREE TO BEREMOVEDEXISTING TREE TO REMAIN1. APPROXIMATE LOCATION OF SHRUBS/TREES TO BE REMOVEDSHOWN ON PLAN. REMOVE ROOTS PER SPECIFICATIONS.2. SHRUBS/TREES TO BE REMOVED WILL BE TAGGED IN THE FIELDBY PROJECT ARBORIST. CONTRACTOR TO PROVIDELANDSCAPE ARCHITECT WITH 72 HOURS NOTICE, TOSCHEDULE ARBORIST TAGGING.3. CONTRACTOR TO RAISE CROWN ON EXISTING TREES TOREMAIN AS FOLLOWS:3.1. 20' TREES OR SMALLER - REMOVE LIMBS UP TO 8'3.2. TREES 20' TO 30' TALL - REMOVE LIMBS UP TO 10'3.3. TREES OVER 30' TALL - REMOVE LIMBS UP TO 12'EXISTING TREES AND SHRUBS1. APPROXIMATE LOCATION OF SHRUBS/TREES TO BE REMOVEDSHOWN ON PLAN. REMOVE ROOTS PER SPECIFICATIONS.2. SHRUBS/TREES TO BE REMOVED WILL BE TAGGED IN THE FIELDBY PROJECT ARBORIST. CONTRACTOR TO PROVIDELANDSCAPE ARCHITECT WITH 72 HOURS NOTICE, TOSCHEDULE ARBORIST TAGGING.3. CONTRACTOR TO RAISE CROWN ON EXISTING TREES TOREMAIN AS FOLLOWS:3.1. 20' TREES OR SMALLER - REMOVE LIMBS UP TO 8'3.2. TREES 20' TO 30' TALL - REMOVE LIMBS UP TO 10'3.3. TREES OVER 30' TALL - REMOVE LIMBS UP TO 12'EXISTING TREES AND SHRUBSLEGENDPLANTER BOX AND PLANT PALETTE NUMBER4BLEGENDPLANTER BOX AND PLANT PALETTE NUMBER4BCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARCH IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 10000360feet401" = 20'2060CHORRO [26+50 - 33+25]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE PREVIOUS SHEETLP107LANDSCAPE PLAN5B4B6B5B4B6B4B5B4B5B4B6B4B4B6B4B5B4B5B4B6B5BREMOVE EXISTING CALTRANSSECURITY FENCE TO TIE INPOINT SHOWN (TYPICAL)CHORRO STREETREMOVE EXISTINGCALTRANS SECURITYFENCE TO TIE ENDPOINT SHOWN (TYPICAL)TIE INTO EXISTING CALTRANS FENCE5B4B6B6B4B1HIGH CURBPROPOSED TREECOORDINATE LOCATIONS1HIGH CURBCHAINLINK FENCE AND GATES PERCALTRANS REVISED STANDARD PLANCRS A-85 - 6' HIGH, 3' LENGTH (TYPICAL)TIE INTO EXISTING CALTRANS FENCEPOINTDESCRIPTIONNORTHINGEASTINGWALNUT STREETART FENCE MOUNTED ON HIGH CURBBETWEEN BRIDGE COLUMNS - BY OTHERSNOT IN THIS CONTRACT (TYPICAL)EXISTING TREES - RAISE CROWN PER NOTES (TYPICAL)PLANTER BOXES IN BIKEWAY MEDIANS,LOCATIONS AND QUANTITIES PER CIVIL PLANS.EXISTING SHRUBS/TREES TO REMOVE PERNOTES (TYPICAL)BEGIN TRANSITION OF CURB HEIGHTDOWN TO 6" OVER 10'BEGIN TRANSITION OF CURB HEIGHTDOWN TO 6" OVER FINAL 15'CHAINLINK FENCE AND GATES PERCALTRANS REVISED STANDARD PLANCRS A-85 - 6' HIGH, 3' LENGTH (TYPICAL)CHAIN LINK FENCE GATE, TYPICALCALTRANS ROWCALTRANS R O W CALTRANS ROW CALTRANS R O WCITY PROJECT SIGN, PROTECT IN PLACEBEGIN TRANSITION OF CURB HEIGHTDOWN TO 6" OVER FINAL 10'TIE INTO EXISTING CALTRANS FENCEMMMMJC11/11/2022BEGIN TRANSITION OF CURB HEIGHTDOWN TO 6" OVER FINAL 10'6B4B6BPLACE BARK MULCH IN AREA WHERE SIDEWALK ISREMOVED, TYPE AND DEPTH PER SPECIFICATIONS(SEE CIVIL PLANS FOR LIMITS OF WORK)5BPage 145 of 375 CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARCH IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 1000036LP501LANDSCAPE CONSTRUCTION DETAILS1PC CONCRETE SMOOTH CURB2COMPACTED DECOMPOSEDGRANITE AT 95% (SEE CIVIL PLANS)321NOTES:1. PROVIDE CONTRACTION JOINT EVERY 10' MAX.2. PROVIDE EXPANSION JOINT EVERY 20' MAX.3. SPACE JOINTS EVENLY BETWEEN BEGINNING AND END POINTS.4. PROTECT ALL EXISTING TREES, REFER TO TREE PROTECTION NOTES.5. ART FENCE ATTACHMENT DETAIL TO BE DETERMINED BY CONTRACTOR.4" BENCHGRADE SLOPE TO PROVIDEEARTHEN SWALE, LOCATE HIGHPOINT AT CENTER OF CURB ANDSLOPE AWAY TO ENDS.3CONCRETE CURB, SEESTRUCTURAL DETAIL 32/S-311453/8" RADIUS AS SHOWN,BOTH SIDESCURB END PANEL AND DRAIN ROCK1PROVIDE FULL DEPTH DRAIN ROCK AT SWALE LOWPOINTS AT CURB ENDS TO ALLOW DRAINAGE TOESCAPE THROUGH WEEP HOLES IN PLATES.1CALTRANSBRIDGECOLUMNCALTRANSBRIDGECOLUMNPLAN VIEWTALL CURB(LENGTH VARIES PER PLAN)DECOMPOSEDGRANITE SHOULDER(SEE CIVIL PLANS)SIDEWALK241DG EXTENDS AT GAP BETWEENCOLUMN AND NEW CURB(TYPICAL)1/4" THICK A36 GALVANIZEDSTEEL PLATE (TYPICAL)ATTACH PLATE TO CONCRETECURB WITH 2-1/2" DIA. TITEN HDANCHOR BOLTS GALVANIZEDFINISH, WITH MIN. EMBED OF 3-1/4".CONTRACTOR TO SPACE TOAVOID CONTACT WITH CURBREBAR (TYPICAL).MIN. 3" SPACING BETWEEN BOLTS,AND TO BE PROTECTED FROMEARTH BY WATERPROOFING LAYER.2212" DIA. WEEP HOLES - 2 PER SIDE (TYPICAL)12" DIA. WEEP HOLES - 2 PER SIDE,PROVIDE STAINLESS STEEL MESHAT BACK OF PLATE (TYPICAL)31234SWALEHIGH POINT5SWALE LOW POINTS ATAGGREGATE TO ALLOWFLOW TO WEEP THROUGHGALVANIZED PLATE (TYPICAL)551'-0"1'-0"2"3-1/4"EMBEDWHERE SHOWN ON PLANS,ART FENCE, BY OTHERS,NOT IN THIS CONTRACT.WATER PROOFING: TWO LAYERSOF HENRY'S STD. ASPHALTEMULSION NO. 107 WITH A LAYEROF FIBERGLASS BETWEEN, OREQUAL.5HIGH CURBNTS4CONTRACTOR TO PROVIDE POSTPOCKETS FOR FUTURE ART FENCE,BY OTHERS, AT APPROXIMATELY 4'OC SPACING. FINAL LOCATIONSTO BE COORDINATED WITHCITY/CITY REPRESENTATIVE ANDWITH REBAR LAYOUT.66HIGH CURB SECTIONRRM-1417.05-391NOTE: AMERISTAR MONTAGE II, GENESIS MODEL OR APPROVED EQUAL. VERIFY & INSTALL PERMANUFACTURER'S INSTRUCTIONS PRIOR TO FABRICATION. FENCE POST SIZE, POST SPACING,AND FOOTINGS PER MANUFACTURER'S SPECIFICATIONS. SUBMIT SHOP DRAWINGS FORAPPROVAL BY AUTHORIZED REPRESENTATIVE.FENCE COLOR: TO BEST MATCH EXISTING FENCE COLORHEIGHT: MATCH EXISTING FENCE HEIGHTMATCH EXISTINGFENCEMETAL PICKET FENCE AND GATE1/2" = 1'-0"FENCE MOUNTED ONRETAINING WALL, SEESTRUCTURAL PLANSCONCRETEFOOTINGMIN. 1'-0"NO SPIKES ON TOP OF NEW FENCERRM-1417.05-022CMU PILASTERNTSSTANDARD BRICKMATCH EXISTINGSTANDARD BRICK (FACE)MATCH EXISTINGCONCRETE FOOTINGNEW PILASTER TO MATCH EXISTING PILASTERS ALONG ADJACENT CHURCH PROPERTY FRONTAGE.NOTES: PRECISE DIMENSIONS TO MATCH EXISTING PILASTERS1'-9"3'-0" SQ.(2) #4 VERT REBAR(4) #4 BARS CONTINUOUS3RRM-1417.05-01MMMMJC11/11/2022Page 146 of 375 CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARCH IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 1000036LP502MMMMJCPLANTER BOX PLANT PALETTES11/11/2022COLOR: BLACK.COLOR: BLACK.COLOR: BLACK.COLOR: BLACK.Page 147 of 375 DETAIL REFERENCE BUBBLE WITH LEADERDRAG STRUT CONNECTIONMOMENT CONNECTIONWIDE FLANGE STEEL COLUMNNUMBER OF EVENLY SPACEDSTEEL HSS TUBE COLUMNWELDED WIRE FABRICELEVATION OF WALL OR FRAMESLOPED SURFACEINDICATES SAND OR GROUTINDICATES GRAVELEARTH LAYERNORTH ARROWSLOPEFULL HEIGHT SECTION INDICATORDETAIL REFERENCE BUBBLEBEAM CAMBER AT MID-SPANSPECIAL STUD SPACING SEE TYPICALDOUBLE ANGLE BRACESTEEL IN CROSS SECTIONFULL HEIGHT STIFFENER CONNECTIONSTEPPED FOOTINGTOP/BOTTOM OF ELEVATIONSTOP OF STEEL ± ELEVATIONMEMBER SPLICESTEEL HSS OR PIPE COLUMN(WWF LAYER)STEPPED SURFACE; FLOOR DEPRESSIONANGLE BRACESHEAR STUDSSTEEL DETAILS-S-BOT OFEL = (-X'-X")BOTTOM STEPPED FOOTINGWOOD POSTXXX'-X"INDICATES SHEAR WALL TYPE AND LENGTH, PER SHEAR WALL SCHEDULEINDICATES HEADER @ OPENING PER HEADER SCHEDULEINDICATES SPAN AND DIRECTION OF PREFABRICATED ROOF TRUSS (BY OTHERS)INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST WITH WEB STIFFENERXXINDICATES BEARING WALLSHADED AREA INDICATES CALIFORNIA FRAMINGSHADED AREA INDICATES FOOTPRINT OF FLOOR ABOVEINDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOISTXXINDICATES EXTENTS OF FRAMING OR OTHER STRUCTURAL ELEMENTINDICATES TOP PLATE SPLICE NAILING PER SCHEDULEINDICATES PAD FOOTING TYPE PER SCHEDULE1xINDICATES SHEAR WALL STRAP / HOLDOWN TYPE PER SCHEDULEXF1SHEET INDEX, LEGEND &ABBREVIATIONINDICATES BEARING CMU WALL BELOWINDICATES BEARING CMU WALL ABOVEINDICATES NON-BEARING CMU WALL BELOWINDICATES NON-BEARING CMU WALL ABOVEINDICATES EXISTING BEARING CMU WALLINDICATES BEARING CONCRETE WALL BELOWINDICATES EXISTING NON-BEARING CMU WALL INDICATES NON-BEARING CONCRETE WALL BELOWINDICATES BEARING CONCRETE WALL ABOVEINDICATES NON-BEARING CONCRETE WALL ABOVEINDICATES EXISTING NON-BEARING CONCRETE WALLINDICATES BEARING WOOD WALL BELOWINDICATES BEARING WOOD WALL ABOVEINDICATES PLYWOOD SIDE FOR SHEARWALLINDICATES NON-BEARING WOOD WALL BELOWINDICATES NON-BEARING WOOD WALL ABOVEINDICATES EXISTING BEARING WOOD WALL INDICATES EXISTING NON-BEARING WOOD WALL INDICATES EXISTING BEARING CONCRETE WALLKSIFOOTINGHEIGHTINCLUDEINFORMATIONINCLINFOJSTINSPINTJOINTJOISTKIPS IDI-JSTINIFHTINCHGRADE BEAMHORIZONTALGROUNDHIGH POINTH or HORIZHPGBGRNDFACE OF MASONARYFOOT; FEETFOMFJELEVATOREDGE NAILEMBEDMENTEXISTINGEXTERIOREACH WAYEQUAL OR EQUIVALENTEXIST or (E)FDNEWELEVESEQUIPEQSTRUCTURAL STEEL SHAPESWT, ST, MTMC AMERICAN STD CHANNEL SHAPEMISC CHANNEL SHAPETHRUTHKT & GT & BTOCTOTBSTRUCTSTIFFSTLSWTHREADEDTEMPERATURE; TEMPORARYSTIFFENERSSTEELSTANDARDAMERICAN WOOD PRESERVERS ASSOCIATIONCONSTRUCTION JOINT; CONTROL JOINTCOMPLETE JOINT PENETRATION WELDDIAPHRAGMDRAWINGDIAMETERDOWELEACH FACEELEVATIONEFELDWLEACHDIMDIAGCONTRACTORCONSTRUCTIONCUBIC FOOTPENNY (NAIL OR BAR DIA)CONNECTION; CONNECTCONCRETEDBLCU FTdDETAILCONSTRCONTRCJP CONTCONNCONCBEARINGCENTER OF GRAVITYCENTER TO CENTERCANTILEVERCAMBERCOMPRESSIONCOLUMNCONCRETE MASONRY UNITCLRCOMPCMUCJCLBTWNBLOCKINGBNBMBLOCKBLDGASTMAITCSPECSSNSPCGSHTGSEPPSIPVMT#PSLSHEATHINGSHEETSECTIONPARTIAL JOINT PENETRATION WELDREINFORCE; REINFORCINGPARALLEL STRAND LUMBERPAVEMENTREFERENCEREQUIREDPLATE WASHERPREFABRICATEDPLYWOODORIGINALODPI LPCOPPNO or #OC MIN(N)MFRPONDS PER LINEAL FOOTPROPERTY LINEPERPENDICULARADDLAPPROXIMATEARCHITECTURAL; ARCHITECTADJACENTARCHAPAAESSALUMALTADJANCHOR BOLTAMERICAN CONCRETE INSTITUTE ABLINEAL FOOTPOUND(S)LOW POINTLEVEL OR LAMINATED VENEER LUMBERMACHINE BOLTMASONRYMATERIALLINEAL; LINEARLONG SLOTTED HOLESLONG LEG VERTICALLFLT WTMASMAXMATLLVLLLVLLHAMERICAN PLYWOOD ASSOCIATION)KIPS PER SQUARE INCHFTGHORIZONTALLY SLOTTED HOLESHSHINSIDE DIAMETERINSIDE FACEI-JOISTINSPECTIONINTERIORJTKGALVANIZEDHANGERHEADERGLUED LAMINATED BEAMHGRHDRGRGLB GALVGAGRADEGAUGEFACE OF CONCRETEFIELD NAILFLANGEFLOOR JOISTFRAMINGFACE OF WALLFACE OF STUDFTFRMGFOWFOSFNFOCFLGFLRFINFLOORFINISHENGINEEREACH SIDEEQUIPMENTFOUNDATIONEXTENGRENEMBEDTYPICALTYPPIPE-XPIPE-XXHSSCPIPE LWWWFWDWPW/OW/UNO VSH VERT UTDBL EXTRA STRONG PIPE SHAPEEXTRA STRONG PIPE SHAPEHOLLOW STRUCTURAL SECTIONSTANDARD PIPE SHAPESTRUCT TEE SHAPEANGLE SHAPEW SHAPEWELDED WIRE FABRICWORK POINT; WATERPROOFWOODWITHOUTWITHVERTICAL SLOTTED HOLESULTRA-SONIC TESTUNLESS NOTED OTHERWISEVERTICALTOP or TTHRTOWTOSTOFTEMPSTIRRSYM SSSSLSTGRSTDSQ TOP OF STEEL/TOP OF SLABTOP OF CURB; TOP OF CONCRETETHICKNESS/THICKTHROUGHTOP OF WALLTOPTOP OF FOOTINGTONGUE & GROOVETOP AND BOTTOMTOP OFTIE BEAMSYMMETRICALSHEAR WALLSTRUCTURALSTIRRUPSHORT SLOTTED HOLESSTAINLESS STEELSTAGGERSQUAREAWPAAMERICAN SOCIETY FOR TESTING MATERIALSAMERICAN INSTITUTE OF TIMBER CONSTRUCTIONDOUGLAS FIR/LARCHDFDIMENSIONDIAGONALELECTRICALEXPANSION JOINTDWGELECEJEADIAPHDN DOWNCENTERDEPARTMENTDOUBLECOUNTERSINK; COUNTERSUNKCONTINUE; CONTINUOUSCTRDEPTDETCTSKBETWEENCLEARANCE; CLEARCENTER LINECAST-IN-PLACECOLCIPBRGCAM OR CCANT CGCCBUILDINGBOUNDARY NAILBOTTOMAMERICAN WELDING SOCIETYBLKBOT OR BBRCBLKGBRACEBEAMAWSSOG SIMSCHEDRFØSHTSECTREINFREFREQDPREFABPLYPTPWPSFPJPPROPSPECIFICATIONSSLAB ON GRADESHEAR NAILSPACINGSIMILARROUND; DIAMETERROOFSEPARATIONSCHEDULEPOUNDS PER SQUARE INCHPOUNDS PER SQUARE FOOTPOUND; NUMBERPRESSURE TREATEDPROPERTYMECHANICALNEWNORTHON CENTERNOT TO SCALENUMBEROPENINGOPPOSITEOUTSIDE FACEORIENTED STRAND BOARDOPPOSITE HANDMINIMUM; MINUTEOUTSIDE DIAMETERMISCELLANEOUSMANUFACTURERPARA OR //PLF PLPLCSP OR PL.PERPOPNGOSBORIGOHOFNTSMECHMISCNPLYWOOD INDEXPRECAST; PIECEPLATEPLACESPARALLELARCHITECTURAL EXPOSED STRUCTURAL STEELAMERICAN NATIONAL STANDARDS INSTITUTEAMERICAN INSTITUTE OF STEEL CONSTRUCTIONADDITIONALANCHORALTERNATEALUMINUMAPPROVEDENGINEERED WOOD ASSOCIATION (FORMERLY THEANCHAPPROXAPPVDANSIAISCACILIGHTWEIGHTMAXIMUMLONG LEG HORIZONTALMBLPLSHLINLB(S) OR #DIA OR ØLAMINATED STRAND LUMBERLSLABOVE AND BELOWA & BRR ROOF RAFTERPOST ABOVEPAFLOOR TIE ABOVEFTAKING POSTKPWO WHERE OCCURSABOVEABVKING STUDKSTS TRIMMER STUDINDICATES CONTINUOUS FOOTING TYPE PER SCHEDULEC1SHEET INDEXWALL TYPESSYMBOLSABBREVIATIONSS-101 SHEET INDEX, LEGEND & ABBREVIATIONS-102 GENERAL NOTESS-103 SPECIAL INSPECTIONS & TESTSS-201 TYPICAL CONCRETE DETAILSS-211 TYPICAL CONCRETE DETAILSS-311 RETAINING WALL DETAILSCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYSKYKM / KWASKYAS NOTEDNOVEMBER 11 20221417-05-CU211000036S-101Page 148 of 375 1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES AND STANDARDS:A. 2019 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2019 EDITION AND LATESTREVISIONS (INCLUDING SUPPLEMENTS AND ERRATA) HEREIN REFERRED TO AS “THE CODE”.B. ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDINGTHE STATE OF CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA).C. CODES & STANDARDS REFERENCED IN THE CODE OR LISTED IN THESE NOTES AND SPECIFICATIONS.2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BERESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE STARTOF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECTPRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED INCONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THECONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERENO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BENOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. IN NO INSTANCE SHALL DIMENSIONS BE SCALED FROM THEDRAWINGS.5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTEDB. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS UNLESSNOTED AND/OR DETAILED ON THE STRUCTURAL DRAWINGSC. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS,SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETCD. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWNE. FLOOR AND ROOF FINISHESF. MISCELLANEOUS DRAINAGE AND WATERPROOFINGG. ALL FIREPROOFING REQUIREMENTS INCLUDING FIREPROOFING OF STRUCTURAL STEELH. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC.,EXCEPT AS SHOWN OR NOTED.B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FORMOTOR MOUNTS.7. SEE CIVIL DRAWINGS FOR THE FOLLOWING:A. HEIGHT AND/OR ELEVATION OF:a. FINISHED SURFACEb. TOP OF WALLc. TOP OF GRADEd. FINISHED GRADEe. SLOPEB. SITE CONCRETE WALKWAYS, CURBS & PAVING8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOTINDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TOPROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO,BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. THE CONTRACTOR IS RESPONSIBLE FORPROVISION OF TEMPORARY SHORING AND OTHER CONSTRUCTION AIDS, INCLUDING ALL ENGINEERING OF SUCHSYSTEMS, FOR TEMPORARY SUPPORT OF NEW AND/OR EXISTING STRUCTURAL ELEMENTS AS REQUIRED FOR ERECTIONAND OTHER CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION (UNO). OBSERVATION VISITS TO THE SITE BYTHE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS OR CONCERN CONSTRUCTIONMEANS AND METHODS OR CONSTRUCTION SAFETY.9. BACKFILL SHALL NOT BE PLACED BEHIND EXTERIOR AND INTERIOR RETAINING WALLS UNTIL THE CONCRETE / CMU HASACHIEVED FULL DESIGN STRENGTH. FOR BRACED WALLS SUPPORTED BY STRUCTURAL DIAPHRAGMS. BACKFILL SHALLNOT BE PLACED BEHIND THE WALL UNTIL THE DIAPHRAGM HAS BEEN INSTALLED , AND FOR CONCRETE DIAPHRAGMS,HAS ACHIEVED FULL DESIGN STRENGTH.10. THE CONTRACT STRUCTURAL DRAWINGS SHOW THE BUILDING IN ITS FINAL INTENDED POSITION. CONTRACTOR SHALLMAKE PROVISIONS IN THE LAYOUT OF THE BUILDING TO TAKE INTO ACCOUNTS SHRINKAGE, CREEP, SHORTENING,ETC..11. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS, UNLESSSPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BYOTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUTWHICH ARE LOCATED IN STRUCTURAL MEMBERS.12. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE THE VERSION REFERENCED IN CHAPTER 35 OF THE CODE OR ASREFERENCED IN THE APPLICABLE DESIGN STANDARD.13. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONSOR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND,THE STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY.14. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOTEXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. THE CONTRACTOR TO DESIGN AND PROVIDE ADEQUATESHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.15. CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO INSURE PROVISIONS FOR POCKETS,BLOCKOUTS, OFFSETS, STEPPED FOOTINGS AND ANY OTHER ITEMS AFFECTED BY THE SHORING16. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO WORKINGDAYS BEFORE STARTING WORK WITH THIS PERMIT.A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.17. EDGE OF SLAB DIMENSIONS TO BE COORDINATED AND VERIFIED BY THE GENERAL CONTRACTOR PRIOR TOFABRICATION.CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYSKYKM / KWASKYAS NOTEDNOVEMBER 11 20221417-05-CU2110000361. GEOTECHNICAL INFORMATION AND FOUNDATION DESIGN IS BASED ON THE FOLLOWING GEOTECHNICALREPORTS AND SUPPLEMENTS/ADDENDUMS. COPIES OF THE REPORTS AND SUPPLEMENTAL LETTERS SHALL BEAVAILABLE AT THE JOBSITE AT ALL TIMES.2. LATERAL EARTH PRESSURES:* APPLIES TO WALLS LESS THAN 6 FEET IN HEIGHT.3. SPREAD OR CONTINUOUS FOOTINGS:NOTES:A. THE ALLOWABLE CAPACITY MAY BE INCREASED BY ONE-THIRD WHEN CONSIDERING LOADS OFSHORT DURATION SUCH AS WIND OR SEISMIC FORCES.B. THE ALLOWABLE CAPACITY IS BASED ON A FACTOR OF SAFETY OF 2.0.C. THE ALLOWABLE LATERAL RESISTANCE CAN BE TAKEN AS THE SUM OF THE FRICTIONAL RESISTANCEAND PASSIVE RESISTANCE.D. THE UPPER 1 FOOT OF SOIL NOT PROTECTED BY PAVEMENT SHALL BE NEGLECTED WHENCALCULATING PASSIVE RESISTANCE.E. COMPACTED FILL SHOULD BE PREPARED PER SECTION 7.0 GEOTECHNICAL EVALUATION REPORTDATEDF. EXCAVATION DEEPENED TO ACHEIVE BEARING MATERIAL CAN BE REPLACED WITH CONTROLLEDLOW STRENGTH MATERIAL (CLSM).G. THE SUBGRADE MODULUS SHOWN IS BASED ON A UNIT SQUARE FOOT AREA AND SHOULD BEADJUSTED FOR LARGER MATS. ADJUSTED VALUES OF THE MODULUS OF SUBGRADE REACTION, K ,CAN BE OBTAINED FROM THE FOLLOWING EQUATION FOR MATS OF VARIOUS WIDTH:4. WHERE NOT SHOWN ON THE DRAWINGS, CONTRACTOR TO PROVIDE FOR DESIGN AND INSTALLATION OF ALLCRIBBING, SHEATHING AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATIONPROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES,STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.5. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATERAND/OR SEEPAGE.6. EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE INSPECTOR OR GEOTECHNICAL ENGINEER PRIORTO PLACING CONCRETE AND REINFORCING.7. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLSBEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE ORPROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARECOMPLETELY IN PLACE AND HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FORDESIGN, PERMITS AND INSTALLATION OF SUCH BRACING.8. EXCAVATIONS SHALL BE CUT SQUARE AND SMOOTH, WITH LEVEL BOTTOMS.9. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLYCOMPACTED IN LAYERS IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT ANDAPPROVED BY THE GEOTECHNICAL ENGINEER. FLOODING WILL NOT BE PERMITTED. ALL FILLS USED TOSUPPORT FOUNDATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER REPRESENTATIVE PERSECTION 1705.6 OF THE CODE.10. ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED. NEW FOOTINGS MUST EXTEND INTOUNDISTURBED SOILS.11. GROUNDWATER WAS NOT ENCOUNTER DURING THE GEOTECHNICAL INVESTIGATION.ANTICIPATEDBEARINGMATERIALALLOWABLEBEARINGCAPACITY(PSF)ALLOWABLE LATERAL RESISTANCEPASSIVE RESISTANCE(PSF/FT BELOWGRADE)FRICTION RESISTANCE(COEFFICIENT OFFRICTION)RET WALL 2000 300 0.35REPORT/ADDENDUM TITLEPREPARED BY DATE PROJECT #GEOTECTNICAL ENGINEERING REPORTANHOLM NEIGHBORHOOD GREENWAYSAN LUIS OBISPO. CALIFORNIAEARTH SYSTEMS PACIFIC11/12/2021304833-001K = KK = UNIT SUBGRADE MODULUSK = REDUCED SUBGRADE MODULUSB = FOUNDATION WIDTHRB+1[2B]2RFOUNDATIONEXISTING CONDITIONS1. ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENTKNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY.2. WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECTAND/OR STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FORNEW CONSTRUCTION SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT.EXISTING UNDERGROUND UTILITIES1. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUNDUTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. DRAWINGS, IF ANY, IS APPROXIMATE. THECONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHOULD ANYSUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TOEXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.3. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWOWORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.MATERIAL ASTM STANDARDPORTLAND CEMENT (TYPE II)AC150CONCRETE AGGREGATES (HARDROCK)C33CONCRETE AGGREGATES (LIGHTWEIGHT)CC330WATERBC1602COAL FLY ASH OR POZOLLAN (CLASS F)C618NATURAL OR MANUFACTURED SAND C33SLAGC989CONCRETELOCATION IN STRUCTUREMINIMUM STRENGTH(PSI)DENSITY (PCF)MAX SLUMP(IN±1)MAXWATER/CEMENTRATIOSLAG/FLY ASHA(MAX)CONCRETE SLAB ONGRADE3,00015040.45 0.15STAIRS ON GRADE, CURBSAND OTHER NON-STRUCTURAL CONCRETE3,00015040.5 0.15SITE WALLS3,00015040.5 0.151. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THEPROVISIONS OF ACI 318-14.2. CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS:A. FOR SOILS WITH HIGH CONCENTRATIONS OF SULFATES (EXPOSURES S2 OR S3 PER ACI 318-14 TABLE19.3.2.1) PORTLAND CEMENT SHALL BE TYPE V. VERIFY WITH PROJECT GEOTECHNICAL REPORT.B. WATER SHOULD ONLY BE ADDED AT THE BATCH PLANT. IN NO CASE SHALL THE DESIGN WATER/ CEMENTRATIO BE EXCEEDED.C. PUMICE AGGREGATE SHALL NOT BE USED.3. CONCRETE MIXES SHALL BE PROPORTIONED BASED ON SECTION 26.4.3 OF ACI 318-14, WHICH REFERENCESACI 301-10 ARTICLE 4.2.3. MIX DESIGNS SHALL INCLUDE DOCUMENTATION OF MIX AVERAGE COMPRESSIVESTRENGTH THROUGH FIELD TEST DATA OR TRAIL MIXTURES IN ACCORDANCE WITH ACI 301-10 ARTICLE 4.2.3.4.SCHEDULE OF STRUCTURAL CONCRETE STRENGTHS AND LOCATIONS (UNO):A. AS MEASURED BY CEMENTITIOUS WEIGHT4. READY MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OFASTM C94 OF C685.5. DEPOSITING AND CONVEYING OF CONCRETE SHALL CONFORM TO SECTION 26.5 OF ACI 318-14 ANDPROJECT SPECIFICATIONS.6. ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED SHALL BE CLEANED ANDROUGHENED TO 1/4" AMPLITUDE.7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED INPOSITION PRIOR TO PLACING CONCRETE.8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUTANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED WITHOUT SEORAPPROVAL. NOTIFY THE SEOR IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THEDRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS.9. PIPES EMBEDDED IN CONCRETE:A. CONCRETEa. PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOTE BE EMBEDDED IN STRUCTURAL CONCRETEEXCEPT WHERE SPECIFICALLY APPROVED BY SEOR.b. NO CONDUITS SHALL BE PLACED IN CONCRETE FILL OVER METAL DECK.c. PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS.d. DO NOT STACK CONDUITS, SPACE EMBEDDED PIPES AND CONDUITS AT A MINIMUM OF 3DIAMETERS CLEAR FROM OTHER EMBEDDED PIPES/CONDUITS AND REBAR.1. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE CODE AND WITH THEPROVISIONS OF ACI 318-14, ASTM A706, GRADE 60 UNO. ASTM A615 GR 60 STEEL MAY BE SUBSTITUTED FORASTM A706 GR60 STEEL PER ACI 318-14 SECTION 20.2.2.5 PROVIDED THE FOLLOWING CONDITIONS ARE MET:A. THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BYMORE THAN 18,000 PSI.B. THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL YIELD STRENGTH IS NOT LESS THAN1.25.C. WHERE REINFORCEMENT COMPLYING WITH ASTM A615 IS TO BE WELDED, CHEMICAL TESTS SHALL BEPERFORMED TO DETERMINE WELDABILITY IN ACCORDANCE WITH SECTION 26.6.4 OF ACI 318-14.2. BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCINGBAR BENDS SHALL BE MADE COLD.3. WELDED WIRE REINFORCEMENT (WWR), PLAIN OR DEFORMED, SHALL CONFORM TO ASTM A185. WELDEDDEFORMED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A1064. ALL WWR FOR STAIR PANS ANDALL WWR FOR CONCRETE FILL ON METAL DECK TO BE PLAIN WWR. PROVIDE LAPS PER ACI 318-14 SECTION25.5.3 OR 25.5.4 MINIMUM. WWR SHALL BE SUPPORTED ON APPROVED CHAIRS.4. REINFORCING BAR LAP SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP ALL HORIZONTALBARS AT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS.A. MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN CONCRETE SHALL BE PER ACI 318-14SECTION 25.5.2 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.B. MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN MASONRY SHALL BE PER ACI 530-13SECTION 8.1.6.7.1 OR 9.3.3.4 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.5. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION ISMADE. ALL REINFORCING CONFORMING TO DIFFERING ASTM SPECIFICATIONS AND/OR OF DIFFERINGGRADES SHALL BE CLEARLY MARKED TO DIFFERENTIATE THEM FROM OTHER REINFORCING STEEL IFCONCURRENTLY PRESENT ON SITE.6. WHERE WELDING OF REINFORCING IS APPROVED BY THE STRUCTURAL ENGINEER, IT SHALL BE DONE BY AWSCERTIFIED WELDERS USING E80XX OR APPROVED ELECTRODES. WELDING PROCEDURES SHALL CONFORM TOTHE REQUIREMENTS OF STRUCTURAL WELDING CODE- REINFORCING STEEL", AWS-D1.4-15. REINFORCING BARSTO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706.7. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BEFORE THE CONCRETE ISPLACED AND SHALL BE SECURED AGAINST DISPLACEMENT DURING CONSTRUCTION WITHIN PERMITTEDTOLERANCES. ADEQUATE SUPPORTS ARE ALSO NECESSARY TO KEEP THE REINFORCING STEEL AT THE PROPERDISTANCE FROM THE FORMS. USE WIRE BAR SUPPORTS, PRECAST CONCRETE SUPPORTS, SPACERS, BOLSTERS,REINFORCEMENT OR OTHER MEANS OF SUPPORT PER THE "CRSI MANUAL OF STANDARD PRACTICE", LATESTEDITION.8. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "CRSI MANUAL OF STANDARD PRACTICEFOR DETAILING REINFORCED CONCRETE STRUCTURES", LATEST EDITION.9. COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THEARCHITECT FOR APPROVAL BY THE SEOR PRIOR TO FABRICATION IN ACCORDANCE WITH THE SPECIFICATIONSAND APPLICABLE CODES. THESE DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OFCONCRETE. THE REINFORCING PLACEMENT DRAWINGS SHALL INCLUDE ALL PRIMARY REINFOREMENT, LAPSPLICES, TIES, DOWELS, HEADED U-DOWELS, EMBED PLATES, ANCHOR BOLTS, ETC. AREAS OF CONGESTIONSHALL BE DETAILED SUFFICIENTLY TO DEMONSTRATE THAT PLACEMENT OF REBAR MEETS SPACINGREQUIREMENTS OF ACI 318-14.10. MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED TO THE INSPECTOR OF RECORD PRIOR TOPLACEMENT OF CONCRETE PER ACI 318-14 SECTION 26.13.2.3 OF THE CODE.11. WHEN REQ'D, INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING INSTALLATION OFREINFORCING STEEL. INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL,CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDSOR REINFORCING STEEL.12. CONCRETE PROTECTION FOR REINFORCEMENT13. MECHANICAL BAR SPLICE CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-14 SECTION25.5.7 USE OF MECHANICAL CONNECTIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. SPLICESMUST BE TESTED AS INDICATED IN THE CONCRETE REINFORCEMENT SPECIFICATION. ACCEPTABLE PRODUCTSINCLUDE:LENTON STANDARD COUPLERS (IAPMO-ES 0129)LENTON FORM SAVERS, TYPE SA (IAPMO-ES 0129)LENTON WELDABLE HALF COUPLERS (IAPMO-ES 0129)LENTON LOCK COUPLERS PER (IAPMO-ES 0129)NOTE THAT REBAR ATTACHED TO PLATE USING LENTON WELDABLE HALF COUPLERS SHALLBE ASTM A706 PER IAPMO-ES 0129.ALL MECHANICAL BAR SPLICE CONNECTIONS IN SPECIAL STRUCTURAL WALLS, SPECIAL MOMENT FRAMESAND CONCRETE DIAPHRAGMS SHALL BE TYPE 2 CONFORMING TO THE REQUIREMENTS OF ACI 318-14SECTION 18.2.7 & 18.12.7.4THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FORREINFORCEMENT IN CAST-IN-PLACE CONCRETE (NON-PRESTRESSED):MINIMUM COVER, IN.A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH3B. CONCRETE EXPOSED TO EARTH OR WEATHER: NO.6 THROUGH NO. 18 BAR NO.5 BAR, W31 OR D31 WIRE & SMALLER21 12"C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS: NO.14 AND NO.18 BARS NO.11 BAR & SMALLER BEAMS, COLUMNS: PRIMARY REINFORCEMENT TIES, STIRRUPS, SPIRALS1 12"34"1 12"REINFORCING STEEL1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATION FORMASONRY STRUCTURES" (TMS 402-16) PUBLISHED BY THE MASONRY SOCIETY AND WITH CHAPTER 21 OF THECODE.2. CONCRETE MASONRY UNITS SHALL COMPLY WITH SECTION 2103.1 OF THE CODE AND BE HOLLOW LOADBEARING CONFORMING TO ASTM C90 AND MEET THE FOLLOWING REQUIREMENTS:3. MORTAR SHALL CONFORM TO SECTION 2103.2 OF THE CODE AND ASTM C270 AND HAVE THE FOLLOWING PROPERTIES AND STRENGTHS: SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.4. GROUT SHALL COMPLY WITH SECTION 2103.3 OF THE CODE AND ASTM C476. GROUT SHALL MEET THEFOLLOWING REQUIREMENTS:SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.5. MORTAR AND GROUT COMPONENTS SHALL CONFORM WITH THE FOLLOWING:6. ADMIXTURES SHALL NOT BE USED IN GROUT EXCEPT BY SPECIFIC CONSENT OF SEOR. SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.7. REINFORCING BARS - SEE NOTES UNDER "REINFORCING STEEL" FOR REQUIREMENTS.8. PROVIDE A MINIMUM OF 1/2" CLEAR BETWEEN MAIN REINFORCING AND MASONRY UNITS.9. ALL CELLS SHALL BE GROUTED SOLID.10. DESIGN f'm = 2,000 PSI FOR CMU CONSTRUCTION, TYPICAL. PRISM TESTING SHALL BE PERFORMED AS PER THEREQUIREMENTS OF PROJECT SPECIFICATIONS. SEE ALSO NOTES UNDER "TEST AND INSPECTION REQUIREMENTS"FOR REQUIREMENTS.11. USE RUNNING BOND PATTERN UNO BY ARCHITECT. USE OPEN ENDED UNITS FOR STACKED BOND PATTERN.12. USE OF "HIGH-LIFT" GROUT CONSTRUCTION IS SUBJECT TO APPROVAL BY SEOR AND JURISDICTION. MAXGROUT LIFT HEIGHT SHALL BE 5'-4" IN ACCORDANCE WITH TMS 602-16 ARTICLE 3.5D. GROUT LIFT HEIGHT MAYBE INCREASED TO 12'-8" IF THE FOLLOWING CONDITIONS ARE MET:A. MASONRY HAS CURED FOR AT LEAST 4 HOURSB. GROUT SLUMP IS MAINTAINED BETWEEEN 10" - 11"C. NO BOND BEAMS OCCUR BETWEEN TOP AND BOTTOM OF POUR HEIGHTD. CLEANOUTS ARE PROVIDED AT 32" MAX OC FOR CLEANING AND INSPECTION PRIOR TO GROUTINGPER TMS 602-16 ARTICLE 3.2F.13. CONSOLIDATE GROUT AT TIME OF PLACEMENT USING MECHANICAL VIBRATION OR USE A SELFCONSOLIDATING GROUT14. EMBEDDED PIPES AND CONDUITSA. CONDUITS, PIPES AND SLEEVES MAY BE EMBEDDED IN MASONRY ONLY IF COMPLYING WITH THEFOLLOWING REQUIREMENTS:a. THEY SHALL BE SPACED NO CLOSER THAN 3 DIAMETERS ON CENTERb. THE MAXIMUM AREA OF VERTICAL PIPES, CONDUITS, OR SLEEVES PLACED IN MASONRYCOLUMNS OR PILASTERS SHALL NOT EXCEED 2 PERCENT OF THE CROSS SECTIONc. THE MAXIMUM NUMBER OF PIPES ALLOWED IN A CELL FOR WALLS IS THE FOLLOWING:d. WRAP PIPES AND FITTINGS WITH 14" FOAM TAPE MIN.B. PIPES SHALL NOT BE EMBEDDED IN MASONRY WHEN:a. CONTAINING LIQUID GAS OR VAPORS AT TEMPERATURES HIGHER THAN 150° Fb. UNDER PRESSURE IN EXCESS OF 55 PSIc. CONTAINING WATER OR OTHER LIQUIDS SUBJECT TO FREEZINGC. ALUMINUM PIPES SHALL NOT BE EMBEDDED IN CMUCOMPONENT ASTM NOTESSAND ASTM C144LIME ASTM C207PORTLAND CEMENT ASTM C150TYPE I or II, LOW ALKALI, < 6 MONTHS OLDPEA GRAVEL ASTM C301MASONRYWALL DESIGN STRENGTHNET AREA COMPRESSIVE STRENGTH OFCONCRETE MASONRY UNITSDENSITYf'm = 2,000 PSI2,000 PSI MINIMUMMEDIUM WIEGHTf'm = 2,500 PSI3,250 PSI MINIMUMMEDIUM WIEGHTWALL DESIGN STRENGTH MORTAR TYPE MORTAR 28 DAY COMPRESSIVE STRENGTHf'm = 2,000 PSIS2,000 PSI MINIMUMf'm = 2,500 PSIM2,500 PSI MINIMUMWALL DESIGN STRENGTHCOMPRESSIVESTRENGTHGROUT 28 DAY MIX DESIGNf'm = 2,000 PSI2,000 PSI3 PARTS SAND2 PARTS PEA GRAVEL1 PART PORTLAND CEMENT8-11 INCH SLUMPf'm = 2,500 PSI- SUBMIT MIX DESIGNWALL THICKNESS REINFORCED CELL UN-REINFORECED CELL8"(2) 12" Ø(1) 34" Ø(3) 12" Ø(2) 34" Ø(1) 1" Ø12"(4) 12" Ø(3) 34" Ø(2) 1" Ø(1) 1 14" Ø(5) 12" Ø(4) 34" Ø(3) 1" Ø(2) 1 14" ØGENERAL1. WIND DESIGN DATA (2019 CBC SECTION 1603.1.4) :2. EARTHQUAKE DESIGN DATA (2019 CBC SECTION 1603.1.5):3. GEOTECHNICAL INFORMATION (2019 CBC SECTION 1603.1.6):REFER TO FOUNDATION GENERAL NOTESSITE AND OCCUPANCY PARAMETERSPARAMETERVALUEREFERENCERISK CATEGORY II 2019 CBC TABLE 1604.5SEISMIC IMPORTANCE FACTOR I = 1.0 ASCE 7-16 TABLE 1.5-2MAPPED SPECTRAL RESPONSE ACCELERATIONS: S S = 1.0512019 CBC 1613.2.1 S 1 = 0.388SITE CLASS D 2019 CBC 1613.2.2SPECTRAL RESPONSE COEFFICIENTS: S DS = 0.8412019 CBC 1613.2.4 S D1 = 0.495WIND DESIGN DATAPARAMETERVALUEREFERENCEULTIMATE DESIGN WIND SPEED (3-SEC GUST)VULT = 90 MPH2019 CBC FIG. 1609.3NOMINAL DESIGN WIND SPEED (3-SEC GUST)VASD = 91 MPH2019 CBC 1609.3.1EXPOSURE CATEGORY C 2019 CBC 1609.4.3INTERNAL PRESSURE COEFFICIENT:GCpi = ± 0.18ASCE 7-16 TABLE 26.13-1DESIGN INFORMATIONACTIVE EARTH PRESSURE(CANTILEVER RETAININGWALLS)AT-REST EARTHPRESSURE(BRACED WALLS)50H35H(PCF)Ø**NATIVEENG FILL65H50H(PCF)NATIVEENG FILLS-102Page 149 of 375 CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYSKYKM / KWASKYAS NOTEDNOVEMBER 11 20221417-05-CU2110000361. THIS STATEMENT OF SPECIAL INSPECTIONS HAS BEEN PREPARED PURSUANT TO SECTION 1704.3 OF THE CODE .THIS SECTION DETAILS BOTH REQUIRED SPECIAL INSPECTIONS AND TESTS INCLUDING TESTING PER SECTION1705 OF THE CODE. THE FOLLOWING SHALL BE OBSERVED DURING THEIR IMPLEMENTATION:A. GENERAL:a. STRUCTURAL VERIFICATIONS, INSPECTIONS AND TESTS SHALL BE PERFORMED IN ACCORDANCEWITH CHAPTER 17 OF THE CODE AND/OR THE APPLICABLE REFERENCE STANDARD.B. OWNER REQUIREMENTS:a. THE OWNER OR OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TOPERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED IN SECTION1705 OF THE CODE AND IN THIS STATEMENT OF INSPECTIONS.C. SPECIAL INSPECTOR QUALIFICATIONS:a. THE SPECIAL INSPECTIONS SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDINGOFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT EXPERIENCE ORTRAINING. THE EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHEN THEDOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OFSPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MATERIALQUANTITIES.D. CONTRACTOR REQUIREMENTS:a. SPECIAL INSPECTION IS IN ADDITION TO THE CONTRACTOR'S QUALITY CONTROL INSPECTIONSAND TESTING. THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING SHALLOCCUR PRIOR TO SPECIAL INPECTION AND REPORTS SHALL BE AVAILABLE TO THE SPECIALINSPECTOR.b. THE CONTRACTOR SHALL ENSURE THAT THE WORK FOR WHICH SPECIAL INSPECTION IS REQUIREDREMAINS ACCESSIBLE AND EXPOSED FOR SPECIAL INSPECTION PURPOSES UNTIL COMPLETIONOF THE REQUIRED SPECIAL INSPECTION.c. ANY CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMICFORCE RESISTING SYSTEM SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THEBUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM ORCOMPONENT. THE STATEMENT OF RESPONSBILITY SHALL CONTAIN ACKNOWLEDGEMENT OFAWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OFSPECIAL INSPECTIONS.E. SPECIAL INSPECTOR REPORT REQUIREMENTS:a. THE SPECIAL INSPECTOR SHALL KEEP RECORD OF INSPECTIONSb. THE SPECIAL INPSECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL ANDTO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD.c. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED INCONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS.d. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FORCORRECTION.e. IF NOT CORRECTED DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDINGOFFICIAL AND THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD PRIOR TO THECOMPLETION OF THAT PHASE OF WORK.f. A FINAL REPORT DOCUMENTING SPECIAL INSPECTIONS AND CORRECTION OF ANYDISCREPANCIES NOTED SHALL BE SUBMITTED TO THE BUILDING OFFICIAL.STATEMENT OF SPECIAL INSPECTIONS1. THE FOLLOWING SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER:A. STEEL INCLUDING MISC. METALSa. SHOP DRAWINGS FOR FABRICATION AND ERECTIONb. WPS's (INCLUDING PQR'S AS APPLICABLE)c. REINFORCING STEELd. SHOP DRAWINGS FOR FABRICATION AND PLACEMENTB. CONCRETE MIX DESIGNS2. BEFORE SUBMITTING EACH SUBMITTAL, (INCLUDES SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILARSUBMITTALS), THE CONTRACTOR SHALL HAVE:A. REVIEWED AND COORDINATED EACH SUBMITTAL WITH OTHER SUBMITTALS AND WITH THE REQUIREMENTSOF THE WORK AND THE CONTRACT DOCUMENTS. THIS INCLUDES THE CONTRACTOR REVIEWING ANDVERIFYING THAT THE SUBMITTAL IS COORDINATED AMONG ALL CONSTRUCTION TRADES:B. DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS, QUANTITIES, DIMENSIONS , SPECIFIEDPERFORMANCE AND DESIGN CRITERIA, INSTALLATION REQUIREMENTS, MATERIALS, CATALOG NUMBERSAND SIMILAR INFORMATIONC. DETERMINED AND VERIFIED ALL INFORMATION RELATIVE TO THE CONTRACTOR'S RESPONSIBILITIES FORMEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, AND SAFETYPRECAUTIONS AND PROGRAMS.D. REVIEWED AND VERIFIED THAT THE ARCHITECT'S OR ENGINEER'S COMMENTS FROM PREVIOUS SUBMITTALROUNDS HAVE BEEN ADDRESSED.3. EACH SUBMITTAL SHALL BEAR A STAMP OR SPECIFIC WRITTEN CERTIFICATION THAT THE CONTRACTOR HASSATISFIED THEIR OBLIGATIONS UNDER THE CONTRACT DOCUMENTS WITH RESPECT TO THE CONTRACTOR'SREVIEW AND APPROVAL OF THAT SUBMITTAL.4. THE CONTRACTOR'S OBLIGATION TO PERFORM AND COMPLETE THE WORK IN ACCORDANCE WITH THECONTRACT DOCUMENTS SHALL BE ABSOLUTE:a. REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE ARCHITECT AND/OR ENGINEER DOES NOTCONSTITUTE APPROVAL OF A CHANGE REQUEST, SUBSTITUTION OR MODIFICATION TO THECONTRACT DRAWINGS.b. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF CHANGE REQUESTS, SUBSTITUTIONS ORMODIFICATIONS TO THE CONTRACT DRAWINGS IN WRITING BEFORE AND SEPARATE FROM THESUBMITTAL PRIOR TO SUBMISSION.5. FABRICATION FOR ITEMS IN THESE DOCUMENTS SHALL NOT COMMENCE UNTIL THE SUBMITTAL HAS BEENREVIEWED AND APPROVED BY THE ENGINEER.SUBMITTALS1. SHOP FABRICATION REQUIRES SPECIAL INSPECTION IN ACCORDANCE WITH CODE SECTION 1704.2.5.EXCEPTION: SHOP SPECIAL INSPECTIONS ARE NOT REQUIRED WHEN WORK IS DONE ON THE PREMISES OFFABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK IN ACCORDANCE WITH CODE SECTION 1704.2.5.1. THE FOLLOWING ACCREDITATIONS MEET THE REQUIREMENTS OF THIS EXCEPTION:A. STEEL BUILDINGS (OR STEEL ELEMENTS IN OTHER BUILDINGS)a. FOR GENERAL STEEL BUILDINGS OR ELEMENTS THE FABRICATOR SHALL BE AN AISC CERTIFIEDFABRICATOR IN ACCORDANCE WITH THE AISC CERTIFICATION PROGRAM FOR STRUCTURALSTEEL FABRICATORS (AISC 201-06).b. OTHER ACCREDITATION DEEMED ACCEPTABLE BY THE AUTHORITY HAVING JURISDICTION.c. IF FABRICATION IS PERFORMED BY AN APPROVED FABRICATOR A CERTIFICATE OF COMPLIANCEMUST BE PROVIDED TO THE BUILDING INSPECTOR THAT THE MATERIALS SUPPLIED AND WORKPERFORMED BY THE FABRICATOR ARE IN CONFORMANCE WITH THE CONSTRUCTIONDOCUMENTS.d. IF FABRICATION IS NOT PERFORMED BY AN APPROVED FABRICATOR WELDING INSPECTIONREPORTS MUST BE SUBMITTED TO THE BUILDING OFFICIAL BY AN APPROVED TESTING AGENCY.e.a. NONDESTRUCTIVE TESTING (NDT) MAY BE PERFORMED BY THE FABRICATOR, HOWEVERTHE QA AGENCY SHALL REVIEW THE FABRICATOR'S NDT REPORTS.B. WOOD BUILDINGSa. WOOD STRUCTURAL PANELS (SHEATHING) SHALL BE IDENTIFIED BY THE APA TRADEMARK.SHOP FABRICATIONREQUIRED VERIFICATION AND INSPECTIONSCONCRETE CONSTRUCTIONCODE TABLE 1705.3SPECIAL INSPECTION OR TESTCONTINUOUSPERIODICREFERENCEDSTANDARDCBC REFERENCE1. INSPECT REINFORCMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT.___XACI 318: CH 20, 25.2,25.3, 26.6.1-26.6.31908.42. REINFORCING BAR WELDING: a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706 b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 516" AND c. INSPECT ALL OTHER WELDS______XXX___AWS D1.4ACI 318: 26.6.4___3. INSPECT ANCHORS CAST IN CONCRETE___XACI 318:17.8.2___4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS (b) (a) ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS (b) MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a.XXACI 318: 17.8.2.4ACI 318: 17.8.2______5. VERIFY USE OF REQUIRED MIX DESIGN___XACI 318:CH. 19, 26.4.3, 26.4.41904.1, 1904.2,1908.2, 1908.36. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.X___ASTM C 172ASTM C 31ACI 318: 26.5, 26.121908.107. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUESX___ACI 318: 26.51908.6, 1908.7,1908.88. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.___XACI 318: 26.5.3-26.5.51908.99. INSPECT PRESTRESSED CONCRETE FOR: A. APPLICATION OF PRESTRESSING FORCES; AND B. GROUTING OF BONDED PRESTRESSING TENDONSXX______ACI 318: 26.10___10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.___X ACI 318: 26.9___11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS___X ACI 318: 26.11.2___12. INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.___X___ SPECIAL INSPECTIONS LISTED FOR CONCRETE ALSO APPLY TO GROUTING OPERATIONS.MASONRYLEVEL 2 QUALITY ASSURANCEMINIMUM TESTSPRIOR TO CONSTRUCTION, VERIFY CERTIFICATES OF COMPLIANCE USED IN MASONRY CONSTRUCTION INACCORDANCE WITH SPECIFICATION ARTICLE 1.5VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE INACCORDANCE WITH SPECIFICATION ARTICLE 1.5 & 1.6 FOR SELF-CONSOLIDATING GROUTVERIFICATION OF f'm AND f'AAC IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTION,EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODEMINIMUM SPECIAL INSPECTIONINSPECTION TASKFREQUENCY (a)REFERENCE FOR CRITERIACONT PERIODIC TMS 402 TMS 602XArt. 1.5a. PROPORTIONS OF SITE-PREPARED MORTARXArt. 2.1, 2.6 Ab. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGESXArt. 2.4 B, 2.4 Hc. GRADE, TYPE AND SIZE OF REINFORCEMENT, CONNECTORS, ANCHOR BOLTS AND PRESTRESSING TENDONS AND ANCHORAGESXArt. 3.4, 3.6Ad. PRESTRESSING TECHNIQUEXArt. 3.6 Be. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY X (b)X (c)Art. 2.1 C f. SAMPLE PANEL CONSTRUCTIONX Art. 1.6 D3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:a. GROUT SPACEXArt. 3.2 D, 3.2 Fb. PLACEMENT OF PRESTRESSING TENDONS AND ANCHORAGESXSEC. 10.8,10.9Art. 2.4, 3.6c. PLACEMENT OF REINFORCEMENT, CONNECTORS AND ANCHOR BOLTSXSEC. 6.3.1,6.3.6, 6.3.7 Art. 3.2 E, 3.4,d. PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONSXArt. 2.6 B,2.4 G.1.b4. VERIFY DURING CONSTRUCTION:a. MATERIALS AND PROCEDURES WITH THE APPROVED SUBMITTALSXArt. 1.5b. PLACEMENT OF MASONRY UNITS AND MORTAR JOINT CONSTRUCTIONX Art. 3.3 Bc. SIZE AND LOCATION OF STRUCTURAL ELEMENTSX Art. 3.3 Fd. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTIONXSEC. 1.2.1(e),6.1.4.3, 6.2.1e. WELDING OF REINFORCEMENT XSEC. 6.1.6.2f. PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F ) OR HOT WEATHER (TEMPERATURE ABOVE 90°F )XArt. 1.8 C,1.8 Dg. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCEX Art. 3.6 Bh. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS IS IN COMPLIANCEXArt. 3.5, 3.6 Ci. PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF THIN-BED MORTAR JOINTSX (b)X (c)Art. 3.3 B.9,3.3 F.1.b5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS AND/OR PRISMSXArt.1.4 B.2.a.3,1.4 B.2.b.3,1.4 B.2.c.3,1.4 B.3,1.4 B.4(a) FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTION, WHICH MAY BE CONTINUOUS DURING THETASK LISTED OR PERIODIC DURING THE TASK LISTED, AS DEFINED IN THE TABLE(b) REQUIRED FOR THE FIRST 5000 SQ FT OF AAC MASONRY(c) REQUIRED AFTER THE FIRST 5000 SQ FT OF AAC MASONRYSOILSCODE TABLE 1705.6SPECIAL INSPECTION OR TESTCONTINUOUSPERIODIC1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY___X2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.___X3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS___X4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.X___5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.___XS-103REQUIRED VERIFICATION AND INSPECTIONSPage 150 of 375 NOTES:1. VALUES ABOVE ARE FOR REINFORCEMENT WITH THE FOLLOWING PARAMETERS:A. GRADE 60 REINFORCEMENTB. NORMAL WEIGHT CONCRETEa. FOR LIGHTWEIGHT CONCRETE MULTIPLY THE VALUES ABOVE BY 1.3C. NON-EPOXY COATED REINFORCEMENTD. HORIZONTAL BARS WITHOUT 12" OF CONCRETE BELOW (BOTTOM BARS), AND VERTICAL BARSa. FOR TOP BARS WITH 12" OR MORE OF CONCRETE BELOW THE BAR MULTIPLY THE VALUES ABOVE BY 1.3E. CLEAR SPACING NOT LESS THAN db, CLEAR COVER NOT LESS THAN db AND STIRRUPS THROUGH Ld NOT LESS THANMINORCLEAR SPACING NO LESS THAN 2db AND CLEAR COVER NOT LESS THAN dba. FOR OTHER SPACING AND COVER CONDITIONS MULTIPLY THE VALUES ABOVE BY 1.5F. REINFORCEMENT NOT IN SHEAR WALLSa. FOR REINFORCEMENT IN SHEAR WALLS MULTIPLY THE VALUES ABOVE BY 1.252. THE MULTIPLIERS LISTED IN NOTE 1 ABOVE ARE CUMULATIVE INCREASES IN DEVELOPMENT/LAP SPLICE LENGTH.3. ALL LAP SPLICES REFERENCED IN THE PLANS SHALL BE CLASS B UNLESS NOTED OTHERWISE.4. WHEN REINFORCING BARS OF TWO SIZES ARE LAP-SPLICED IN TENSION, USE THE LARGER OF THE TENSION CLASS B, LAP SPLICE LENGTH (ls) OF THE SMALLER BAR, AND THE CLASS A, TENSION DEVELOPMENT LENGTH (ld) OF THE LARGER BAR.CONTACT LAP SPLICE(PREFERRED)NON-CONTACT LAP SPLICELAP SPLICEMAX = LARGER OFCLASS B, UNOls/5 OR 6"REINFORCING TENSION DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULEBAR SIZEDEVELOPMENT LENGTH, ld(CLASS A LAP SPLICE)LAP SPLICE, ls(CLASS B LAP SPLICE)f'c (psi) f'c (psi)2,5003,000 4,0002,5003,000 4,000#3 1'-6"1'-5"1'-3" 2'-0" 1'-10"1'-7"#42'-0" 1'-10"1'-7"2'-8" 2'-5"2'-1"#52'-6"2'-4"2'-0" 3'-3" 3'-0" 2'-7"#63'-0" 2'-9" 2'-5" 3'-11" 3'-7" 3'-2"#7 4'-5" 4'-0" 3'-6" 5'-9" 5'-2" 4'-6"#8 5'-0" 4'-7" 4'-0" 6'-6"5'-11"5'-2"#9 5'-8" 5'-2" 4'-6" 7'-4" 6'-9" 5'-10"#10 6'-5" 5'-10"5'-1"8'-3"7'-7"6'-7"#117'-1"6'-6"5'-7"9'-2" 8'-5" 7'-3"REINF DEVELOPMENT LENGTH AND SPLICESNTSBAR SIZE D#3 THRU #86d#9 THRU #11 8dNOTES:1. ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE WITH A MINIMUM 2" END COVER AND WITH EMBEDMENT NOT LESS THAN SHOWN ON THE SCHEDULE UNLESS NOTED OTHERWISE ON PLANS.2. MINIMUM SIDE COVER = 2 12".3. FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTHS IN SCHEDULE BY 1.3.STANDARD HOOK DEVELOPMENT LENGTH "ldh"BAR SIZE D"lh"NORMAL WEIGHT2,500 3,000 4,000#32 1/4"6" 0'-9" 0'-9" 0'-8"#43" 8" 1'-0" 0'-11" 0'-10"#53 3/4"10" 1'-3"1'-2"1'-0"#64 1/2"12"1'-6"1'-5"1'-3"#75 1/4"1'-2"1'-9" 1'-8"1'-5"#8 6"1'-4"2'-0" 1'-10"1'-7"#99 1/2" 1'-7 1/2"2'-3"2'-1"1'-10"#1010 3/4"1'-10" 2'-7"2'-4" 2'-1"#11 12"2'-0 1/2"2'-10" 2'-7" 2'-3"ldhdb4db2 12" MINDD12 db"l h"2" CLR MINHOOK DEVELOPMENT LENGTH(SEE SCHEDULE)FACE OFCONCRETEFOC OR POURJT @ STD HOOKdbREINF HOOK DEVELOPMENT LENGTH AND BENDSNTSdb6dbD6db *dbD135 HOOK90 HOOK** PROVIDE 10db EXTENSIONS IN LIEUOF 6db AT ALL FRAME COLUMNS,GIRDERS, SHEAR WALLS AND SHEARWALL BOUNDARY MEMBERSBAR SIZE D#3 1 12"#4 2"#5 2 12"OR 3" MINREINF TIES AND STIRRUPSNTS"SL" STEP LENGTH= 2 "SH""SH""SH""D" + "SL""D"DEPTH OF FTGFTG EL = SEE PLAN"SH" STEPHEIGHTTOP REINF WHERESHOWN PER PLAN"ls' LAP SPLICETYP"D" + "SL""SL" STEP LENGTH= 2 "SH""ls' LAP SPLICETYPSSSTEP LONG REINF TO MATCHLONG REINF SIZE & SPCGSTEP TRANS REINF TO MATCHTRANS REINF SIZE & SPCGFTG REINF PERPLAN & DETAILS"SH" STEPHEIGHTSSNOTE: "SH" = 1'-6" MAXLAP SPLICEDOWEL TO MATCHLONG REINF SIZE & SPCGPLANCALLOUTSTEP FOOTINGTIES AND STIRRUPSNTS1'-6"MIN9"FTG PIPEBACKFILLPER SPECSTRENCHEXCAVATION, TYP21 PIPEBOT OF TRENCH EXCAVATIONSHALL NOT EXTEND BELOW THISLINE UNLESS APPROVED BY THEGEOTECHNICAL ENGINEERGRADENOTES:1. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONSWITH BUILDING FOUNDATION REQUIREMENTS.2. IF REQUIREMENTS AS SHOWN CANNOT BE MET STEPFOOTING PER TYPICAL "STEPPED FOOTING" DETAILS22-PIPES PARALLEL TO FOOTINGSNTS3'-0" MAX(SEE NOTE #1)4"MIN6" MIN1'-6" MINSLEEVE3D MIN"D"Ø OF SLEEVESTEM WALLFOOTINGNO PIPES PERMITTED IN THIS AREAELEVATIONSECTIONNOTES:1. FOOTINGS SHALL BE STEPPED PER DETAIL 22/- SO THAT THIS DIMENSION DOES NOT EXCEED 3'-0".2. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS WITH BUILDING FOUNDATION REQUIREMENTS.3. TRENCH BELOW FOOTING SHALL BE FILLED WITH CONCRETE OR 3-SACK SLURRY BEFORE POURINGFOOTING. CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH.4. PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU OF SLEEVING.5. CONDUIT MAY BE RUN THRU STEM OR ENCASEMENT UNDER FOOTING WITHOUT SLEEVES OR FOAM WRAP.238"SLEEVE 2" LARGERTHAN OD OF PIPE(SEE NOTE #4)PIPES PERPENDICULAR TO FOOTINGS W/ STEM WALLNTSLAP SPLICELAP SPLICELAP SPLICELAP SPLICECONCRETE INTERSECTIONCONCRETE CORNERCONCRETE END0" TYP.0" TYP.0" TYP0" TYPDOWELS TO MATCH SIZE &SPCG OF HORIZ REINF, TYP90 DEG HOOK@ INT BARSPROVIDE 90 DEG STD HOOK, A U-BARMAY BE PROVIDED W/ LAP SPLICE TOHORIZ BARS IN LIEU OF END HOOKSNOTE:REINFORCEMENT SHOWN ON WALL ELEVATION(S), BOUNDARY REINFORCING DETAILS, AND OTHERSPECIFICALLY REFERENCED DETAILS SHALL TAKE PRECEDENCE OVER REINFORCEMENT SHOWN HERE.DOUBLE MATLAP SPLICELAP SPLICELAP SPLICELAP SPLICECONCRETE INTERSECTIONCONCRETE CORNERCONCRETE ENDPROVIDE 90 DEG STDHOOK @ SHEAR WALLS(2) BARS TO MATCHWALL VERT REINF MIN(2) BARS TO MATCHWALL VERT REINF MIN(2) BARS TO MATCHWALL VERT REINF MINDOWELS TO MATCHSIZE & SPCG OFHORIZ REINF, TYPALT DOWEL DIRECTION@ INTERSECTIONSINGLE MATCONC REINF @ INTERSECTIONNTSSITE RETAINING WALLVARIES(9" MIN)DISTANCE TO SLOPENTSCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYSKYKM / KWASKYAS NOTEDNOVEMBER 11 20221417-05-CU211000036S-2011214212223243132344142434451525354Page 151 of 375 "db""6 db""D""6 db" *"db""D"135 HOOK90 HOOK*BAR SIZE D#31 12"#4 2"#52 12"OR 3" MIN"ldh""db""db""4 db"2 12" MIN"D""D""12 db"" l h"12"MINBAR SIZE D#3 THRU #86db#9 THRU #118dbHOOK DEVELOPMENT LENGTH(SEE SCHED)FACE OFMASONRYBAR SIZEDEVELOPMENT LENGTH (ld) ORLAP SPLICE LENGTH (ls)HOOKDEVELOPMENTLENGTH (le)Dln#32'-3" 0'-5" 2 145"#43'-0" 0'-7" 3 8"#5 3'-9" 0'-9"3 3410"#6 4'-6" 0'-10" 4 121'-0"#7 5'-3" 0'-12"5 141'-2"#8 6'-0" 1'-1" 61'-4"#9 6'-9" 1'-3"9 121'-7 12"NOTES:1. USE DEVELOPMENT LENGTH (ld) AND SPLICE LENGTH (ls) INDICATED IN SCHEDULE FOR ALL DOWEL LENGTHS NOTSHOWN ON PLANS UNLESS OTHERWISE PERMITTED BY THE SEOR AND JURISDICTION AGENCY2. DEVELOPMENT LENGTHS (ld) AND SPLICE LENGTHS (ls) INDICATED IN SCHEDULE CORRESPOND TO GRADE 60BARS IN 1,500 OR 2,500 psi NORMAL WEIGHT MASONRY3. THIS SCHEDULE SHALL BE USED WHERE DEVELOPMENT AND SPLICE LENGTHS ARE NOT SPECIFICALLY DETAILS ANDDIMENSIONED ON THE DRAWINGS4. WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED, SPLICE LENGTH SHALL BE THE SPLICE LENGTH OF THE SMALLERBARS5. NOTE THAT THE LAP SPLICES SHOWN ACCOUNT FOR THE INCREASE IN LAP SPLICE IN REGIONS OF MOMENTWHERE THE DESIGN TENSILE STRESSES IN THE REINFORCEMENT ARE GREATER THAN 80 PERCENT OF THEALLOWABLE STEEL TENSION STRESS, Fs6. D = FINISHED INSIDE BEND DIAMETER7. db = NOMINAL BAR DIAMETERCONTACT LAP SPLICE(PREFERRED)NON-CONTACT LAP SPLICELAP SPLICEPER SCHEDMAX = SMALLER OF"ls"/ 5" OR 8"LAP SPLICEPER SCHEDLAP SPLICEPER SCHEDLAP SPLICEPER SCHED"db"CLEARSPCGCLEARSPCGTYPICAL LAP SPLICESSTAGGERED SPLICINGFACE OF MASONRYOR JT @ STD HOOK212TYPICAL COLUMN BAR OFFSETMASONRY-LAP SPLICE / DEVELOPMENT LENGTH SCHEDNTSCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYSKYKM / KWASKYAS NOTEDNOVEMBER 11 20221417-05-CU2110000361421222324313233344142434451525354S-211Page 152 of 375 * FOR K < 2'-0" tkey = 12"hwd ftgkt stem(IN)BCWREINFStoeMINS heelMAXØFTG TOP FTG BOTTOM WALLT L T L VERT "V" HORIZ "H"3'-0" 18"N/A80'-6"1'-4"3'-0"#6 @ 12" #5 @ 16" #6 @ 12" #5 @ 16" #5 @ 12"#4 @ 24"6" 2'-0" 05'-0" 18"N/A81'-6"1'-4"3'-6"#6 @ 12" #5 @ 16" #6 @ 12" #5 @ 16" #5 @ 12"#4 @ 24"12"4'-0" 07'-0" 18" 8" 8 2'-0"1'-4"4'-0"#6 @ 12" #5 @ 16" #6 @ 12" #5 @ 16" #5 @ 12" #4 @ 24" 12"6'-0" 0"B"FINISH GRADE" k "" W "3"CLR" hw "0"" t " stemØ 110CONC KEY WHERESPECIFIED INSCHED BELOWLAP SPLICE2"CLR3"CLR" ld "90° HOOK"V" REINF"H" REINF"H" BARS CONT @ TOW"L" REINF, TOP"T" REINF, BOT"L" REINF, BOT" C "(IF C < 2'-0", PROVIDESTD 90° HOOK)"d " ftg"S" toe2"Ø SLOPED WEEP HOLE @ 10'-0" OCOR CLOSER SPCG IF SPECIFIED IN SOILSREPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE)IF "ld" CAN'T BE ACHIEVED,PROVIDE STD 90° HOOK" S " heelMAX" t " key*PROPERTY LINEWHERE OCCURSFENCE WHEREOCCURSEQEQWALL DRAIN PIPE PER CIVILDWGS WHERE DRAINAGENOT PROVIDED, PROVIDEWEEP HOLESROUGHEN JT TO14" AMPLITUDEPERMEABLE MATERIAL"T" REINF, TOPWATERPROOFING PERCIVIL WHERE SPECIFIEDBIKE PATH CONCRETE WALL @ PROP LINE1/2" = 1'-0"Hwd ftgBCWREINFStoeMINS heelMAXTOP BOTTOM WALLT L T L HORIZ VERT4'-0"1'-6" 8 1'-6" 0'-10" 3'-0"#6 @ 12" #5 @ 16" #6 @ 12" #5 @ 16"#5 @ 12"N/A6"3'-0"0FINISH GRADEWALL DRAIN PIPE PER CIVIL DWGSWHERE DRAINAGE NOT PROVIDED,PROVIDE WEEP HOLESROUGHEN JT TO 14"AMPLITUDEWRAP PERMEABLE MATERIALS BEHINDRETAINING WALLS IN A FILTER FABRICAS REQD BY GEOTECH3" CLR3"CLR"Hw"" B "WATERPROOFING PERCIVIL, WHERE SPECIFIEDPERMEABLE MATERIAL"S" heelMAX"C"(IF C < 2'-0", PROVIDESTD 90° HOOK)"S" toe"d" ftg" W "Ø ALT DOWEL DIR @ FTG90°HOOK"L" REINF, BOT" t " stem"H" REINF(2) "H" BARS CONT @ TOWEQEQFENCE WHERE OCCURS"T" REINF, BOT2"Ø SLOPED WEEP HOLE @ 10'-0" OCOR CLOSER SPCG IF SPECIFIED IN SOILSREPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE)BIKE PATH CONCRETE WALL1/2" = 1'-0"* FOR K < 2'-0" tkey = 12" FOR K > 2'-0" tkey = 18"hwd ftgkt stem(IN)BCWREINFStoeMINS heelMAXFTG TOP FTG BOTTOM WALLT L T L VERT "V" HORIZ "H"5'-6" 18"12" 121'-9"1'-4"3'-9"#6 @ 12" #4 @ 12" #6 @ 12" #4 @ 12" #5 @ 12" #4 @ 24"6" 5'-6""B"FINISH GRADE" k "" W "3"CLR" hw "0"" t " stem110CONC KEY WHERESPECIFIED INSCHED BELOWLAP SPLICE2"CLRWATERPROOFING PERCIVIL WHERE SPECIFIEDWALL DRAIN PIPE PER CIVILDWGS WHERE DRAINAGENOT PROVIDED, PROVIDEWEEP HOLESROUGHEN JT TO14" AMPLITUDE3"CLR" ld "90° HOOKPERMEABLE MATERIAL"V" REINF"H" REINF(2) "H" BARSCONT @ TOW"T" REINF, TOP"L" REINF, TOP"T" REINF, BOT"L" REINF, BOT" C "(IF C < 2'-0", PROVIDESTD 90° HOOK)"d " ftg"S" toe2"Ø SLOPED WEEP HOLE @ 10'-0" OCOR CLOSER SPCG IF SPECIFIED IN SOILSREPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE)IF "ld" CAN'T BE ACHIEVED,PROVIDE STD 90° HOOK" S " heelMAX" t " key*2" CLRFINISH GRADESTORMWATER WALL1/2" = 1'-0"WALLTYPEhwd ftgt stem(IN)BCWREINFStoeS heelMAXØFTG TOP FTG BOTTOM WALLT L T L HORIZ "H"VERT "V"A2'-6"12"6 1'-6" 9" 2'-9"#6 @ 12" #5 @ 12" #6 @ 12"N/A#5 @ 16"N/A6" 2'-0" 34B2'-6"12"6 4'-0" 9" 5'-3"#6 @ 12" #5 @ 12" #6 @ 12"N/A#5 @ 16"N/A6" 2'-0" 34"B"" W "3"CLR" hw "" t " stemØ 2"CLRWATERPROOFING PERARCH WHERE SPECIFIEDWALL DRAIN PIPE PER CIVILDWGS WHERE DRAINAGENOT PROVIDED, PROVIDEWEEP HOLESROUGHEN JT TO14" AMPLITUDE3"CLR90° HOOKPERMEABLE MATERIAL"H" REINF"H" BARS CONT @ TOW"T" REINF, TOP"T" REINF, BOT" C ""d " ftg"S" toe2"Ø SLOPED WEEP HOLE @ 10'-0" OCOR CLOSER SPCG IF SPECIFIED IN SOILSREPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE)IF "ld" CAN'T BE ACHIEVED,PROVIDE STD 90° HOOK" S " heelMAXEQ"L" REINF, TOPEQCURB AND GUTTER WALL1/2" = 1'-0"INTEGRAL GUTTER PAN.SLOPE PER CITY STANDARDSAND CIVIL DRAWINGShwd ftgt stem(IN)BCWREINFStoeMINS heelMAXFTG TOP FTG BOTTOM WALLT L T L VERT "V" HORIZ "H"2'-8"12"8 1'-6" 1'-10" 4'-0"#5 @ 12" #4 @ 16" #5 @ 12" #4 @ 16" #5 @ 12" #4 @ 24" 12" 2'-4""B"FINISH GRADE" W "3"CLR" hw "" t " stem2"CLRWATERPROOFING PERCIVIL WHERE SPECIFIEDWALL DRAIN PIPE PER CIVILDWGS WHERE DRAINAGENOT PROVIDED, PROVIDEWEEP HOLESROUGHEN JT TO14" AMPLITUDE3"CLR90° HOOKPERMEABLE MATERIAL"V" REINF"H" REINF"H" BARS CONT @ TOW"T" REINF, TOP"T" REINF, BOT"L" REINF, BOT" C ""d " ftg"S" toe2"Ø SLOPED WEEP HOLE @ 10'-0" OCOR CLOSER SPCG IF SPECIFIED IN SOILSREPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE)IF "ld" CAN'T BE ACHIEVED,PROVIDE STD 90° HOOK" S " heelMAXEQ"L" REINF, TOPFENCE WHEREOCCURSLANDSCAPE HIGH CURB1/2" = 1'-0"EQWALL FOUNDATION SHALL NOT INTERFERE,OR ADD LOADING TO THE CALTRANSBRIDGE FOUNDATION SYSTEM. EXISTINGFOUNDATION ELEMENTS SHALL BE VERIFIEDPRIOR TO THE START OF CONSTRUCTION.NOTIFY SEOR IF CONFLICT IS DISCOVERED.CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYSKYKM / KWASKYAS NOTEDNOVEMBER 11 20221417-05-CU211000036121422243233344142434451525354S-311POST @ CONC WALL 1/2" = 1'-0"30" MINEMBEDBLK OUTFENCE PER LANDSCAPE DRAWINGFILL HOLE W/ NON-SHRINK GROUTCONC WALL PER PLAN2 12" MIN℄ POST &CONC WALL(2) #4 CONT HORIZ BARS @TOP OF WALL & BOT OF BLK OUTPage 153 of 375 Page 154 of 375 SPECIAL PROVISIONS FOR CITY OF SAN LUIS OBISPO North Chorro Neighborhood Greenway Specification No. 1000036 December 2022 PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 919 Palm Street San Luis Obispo, CA 93401 (805) 781-7200 Page 155 of 375 1RUWK&KRUUR 1HLJKERUKRRG*UHHQZD\ 6SHFLILFDWLRQ1R $SSURYDO'DWH -XO\ %ULDQ1HOVRQ C LIVI No. 78227 AH I D.K SCTOTOYS 6FRWW<RVKLGD '$7( (;3,5(6 Page 156 of 375 TABLE OF CONTENTS NOTICE TO BIDDERS ..................................................................................................... I BID SUBMISSION ................................................................................................................................ I NORTH CHORRO NEIGHBORHOOD GREENWAY, SPECIFICATION NO. 1000036 ... I BID DOCUMENTS ............................................................................................................................... II PROJECT INFORMATION.................................................................................................................. III QUALIFICATIONS .............................................................................................................................. III AWARD ...............................................................................................................................................V ACCOMMODATION ............................................................................................................................V BID FORMS .................................................................................................................... A BID ITEM LIST FOR NORTH CHORRO NEIGHBORHOOD GREENWAY, SPECIFICATION NO. 1000036...............................................................................................................................................A PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT ............................................................. I PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE......................................................... I PUBLIC CONTRACT CODE SECTION 10232 STATEMENT ................................................................ I LABOR CODE SECTION 1725.5 STATEMENTS .................................................................................. I NON-COLLUSION DECLARATION .....................................................................................................K BIDDER ACKNOWLEDGEMENTS ...................................................................................................... L QUALIFICATIONS .............................................................................................................................. M SPECIAL PROVISIONS .................................................................................................. 1 DIVISION I GENERAL PROVISIONS ................................................................................................... 1 1 GENERAL ..................................................................................................................................... 1 2 BIDDING ....................................................................................................................................... 1 3 CONTRACT AWARD AND EXECUTION ....................................................................................... 1 4 SCOPE OF WORK ........................................................................................................................ 2 5 CONTROL OF WORK ................................................................................................................... 2 6 CONTROL OF MATERIALS .......................................................................................................... 2 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC ..................................................... 2 8 PROSECUTION AND PROGRESS ............................................................................................... 3 9 PAYMENT ..................................................................................................................................... 4 DIVISION II GENERAL CONSTRUCTION ......................................................................................... 22 13 WATER POLLUTION CONTROL ............................................................................................... 22 15 EXISTING FACILITIES .............................................................................................................. 23 DIVISION III EARTHWORK AND LANDSCAPE ................................................................................. 24 20 LANDSCAPE AND IRRIGATION ............................................................................................... 24 DIVISION V SURFACINGS AND PAVEMENTS ................................................................................. 26 37 BITUMINOUS SEALS ................................................................................................................ 26 Page 157 of 375 39 ASPHALT CONCRETE ............................................................................................................. 28 DIVISION VII DRAINAGE FACILITIES ............................................................................................... 29 71 EXISTING DRAINAGE FACILITIES ........................................................................................... 29 DIVISION VIII MISCELLANEOUS CONSTRUCTION ...................................................................... 29 73 CONCRETE CURBS AND SIDEWALKS .................................................................................... 29 DIVISION IX TRAFFIC CONTROL DEVICES ..................................................................................... 32 82 SIGNS AND MARKERS ............................................................................................................ 32 84 MARKINGS ............................................................................................................................... 32 DIVISION XIII APPENDICES ............................................................................................................. 33 APPENDIX A: Form of Agreement APPENDIX B: Location Exhibit of Project Funding Signage APPENDIX C: School Zones APPENDIX D: Easement Deed APPENDIX E: Bicycle Lane Coating APPENDIX F: Modified City Standard 7320 Road Bump APPENDIX G: Project Soils Report APPENDIX H: PG&E Construction Sketch Page 158 of 375 NOTICE TO BIDDERS i NOTICE TO BIDDERS BID SUBMISSION Sealed bids will be received by the City of San Luis Obispo at the Public Works Administration Office located at 919 Palm Street, San Luis Obispo California, 93401 until 11:00 D.m. on January 26, 2023 at which time they will be publicly opened and read aloud. Submit bid in a sealed envelope plainly marked: NORTH CHORRO NEIGHBORHOOD GREENWAY, SPECIFICATION NO. 1000036 Any bid received after the time and date specified will not be considered and will be returned to the bidder unopened. Bids received by Fax or Email will not be considered. By submission of bid you agree to comply with all instruction and requirements in this notice and the contract documents. All bids must be submitted on the Bid Item List form(s) provided and submitted with all other Bid Forms included in these Special Provisions. Each bid must be accompanied by either a: 1. certified check 2. cashier's check 3. bidder's bond made payable to the City of San Luis Obispo for an amount equal to ten percent of the bid amount as a guaranty. Guaranty will be forfeited to the City San Luis Obispo if the bidder, to whom the contract is awarded, fails to enter into the contract. The City of San Luis Obispo reserves the right to accept or reject any or all bids or waive any informality in a bid. All bids are to be compared based on the City Engineer's estimate of the quantities of work to be done, as shown on the Bid Item List. Bids will only be accepted from bidders that are licensed in compliance with the provisions of Chapter 9, Division III of Business and Professions Code. The award of the contract, if awarded, will be to the lowest re sponsive bid submitted by a responsible contractor whose bid complies with the requirements prescribed. If the contract is awarded, the contract will be awarded within 60 calendar days after the opening of the bids. Failure to raise defects in the notice to bidders or bid forms prior to bid opening constitute a waiver of those defects. Page 159 of 375 NOTICE TO BIDDERS NOTICE TO BIDDERS ii BID DOCUMENTS A copy of the plans and special provisions may be downloaded, free of charge, from the City’s website at: www.slocity.org/government/department-directory/public-works/public-works-bids- proposals No printed copies are available for purchase at the City office. Standard Specifications and Engineering Standards referenced in the Special Provisions may be downloaded, free of charge, from the City’s website at: www.slocity.org/government/department-directory/public-works/documents- online/construction-documents You are responsible to obtain all issued addenda prior to bid opening. Addenda will be available to download at the City’s website listed above or at the office of the City Engineer. Contact the project manager, Jennifer Rice at 805-781-7058 or the Public Works Department at (805) 781-7200 prior to bid opening to verify the number of addenda issued. You are responsible to verify your contact information is correct on the plan holders list located on the City’s website at: www.slocity.org/government/department-directory/public-works/public-works-bids- proposals. Page 160 of 375 NOTICE TO BIDDERS NOTICE TO BIDDERS iii PROJECT INFORMATION In general, the project consists of curb ramp construction, minor street reconstruction, application of slurry seal, striping, pavement markings, and signage along the route identified as the North Chorro Neighborhood Greenway. Work ancillary to these maintenance and rehabilitation treatments includes, but is not limited to striping, signage, markings, and traffic control. The project estimated construction cost is $3,100,000.00 Contract time is established as 200 working days. The fixed liquidated damages amount is established at $2,600 per day for failure to complete the work within the contract time. In compliance with section 1773 of the Labor Code, the State of California Department of Industrial Relations has established prevailing hourly wage rates for each type of workman. Current wage rates may be obtained from the Division of Labor at: https://www.dir.ca.gov/oprl/DPreWageDetermination.htm This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. QUALIFICATIONS You must possess a valid Class A or C8 Contractor's License at the time of the bid opening. You and any subcontractors required to pay prevailing wage must be registered with the Department of Industrial Relations pursuant to Section 1725.5 of the Labor Code. You must have experience constructing projects similar to the work specified for this project. Provide three similar reference projects completed as either the prime or subcontractor. All referenced projects must have been completed within the last five years from this project’s bid opening date. Two of the three reference projects must have been completed under contract with a city, county, state or federal government agency as the prime contractor. Two of the three referenced projects must be for concrete work including ADA curb ramp construction within the public right of way. One of the three referenced projects must be for roadway maintenance by slurry sealing. Page 161 of 375 NOTICE TO BIDDERS NOTICE TO BIDDERS iv Failure to provide reference projects as specified in this section and as required on the qualification form is cause to reject a bid as being non-responsive. The City reserves the right to reject any bid based on non-responsiveness if a bidder fails to provide a bid that complies with all bidding instructions. The City reserves the right to reject a responsive bid based on the non-responsibility of the bidder if the Director of Public Works or Designee finds, after providing notice and a hearing to the bidder, that the bidder lacks the 1. knowledge 2. experience, 3. or is otherwise not responsible as defined in Section 3.24 of the San Luis Obispo Municipal Code to complete the project in the best interest of the City. Rejected bidders may appeal this determination. Appeal must comply with the requirements in this Notice to Bidders. It is the City of San Luis Obispo’s intent to award the contract to the lowest responsive bid submitted by a responsible bidder. If in the bidder’s opinion the contract has been or may be improperly awarded, the bidder may protest the contract award. Protests must be filed no later than five working days after either: 1. bid opening date 2. notification of rejected bid. Protest must be in writing and received by the project manager located at: 919 Palm Street San Luis Obispo, CA 93401. Valid protests must contain the following information: 1. the reasons for the protest 2. any supporting documentation 3. the ruling expected by the City to remedy the protest. Any protest not containing all required information will be deemed invalid and rejected. The City will consider additional documentation or other supporting information regarding the protest if submitted in compliance to the specified time limits. Anything submitted after the specified time limit will be rejected and not be considered. The Director of Public Works or Designee may request additional information to be submitted within three days of the request, unless otherwise specified, and will notify the protester of ruling within ten days of determination. Page 162 of 375 NOTICE TO BIDDERS NOTICE TO BIDDERS v If the protester is not satisfied with ruling, the protester may appeal the ruling to the City Council in compliance with Chapter 1.20 of the City of San Luis Obispo Municipal Code. Pursuant to the Public Records Act (Government Code, § 6250, et seq.), the City will make public records available upon request. AWARD The lowest bidder will be determined using the TOTAL PROJECT BID. As a condition to executing a contract with the City, two bonds each equal to one hundred percent of the total contract price are required in compliance with Section 3-1.05 of the Standard Specifications. You may substitute securities for moneys withheld under the contract in compliance with the provisions of the Public Contract Code, Section 10263. ACCOMMODATION If any accommodations are needed to participate in the bid process, please contact Argelia Chang at (805) 781-7200 or by Telecommunications Device for the Deaf at (805) 781-7107. Requests should be made as early as possible in the bidding process to allow time for accommodation. Page 163 of 375 BID FORMS A BID FORMS All bid forms must be completed and submitted with your bid. Failure to submit these forms and required bid bond is cause to reject the bid as nonresponsive. Staple all bid forms together. THE UNDERSIGNED, agrees that they have carefully examined: 1. the location of the proposed work 2. the plans and specifications 3. read the accompanying instructions to bidders and propose to furnish all: materials labor to complete all the required work satisfactorily in compliance with plans specifications special provisions for the prices set forth in the bid item list: BID ITEM LIST FOR NORTH CHORRO NEIGHBORHOOD GREENWAY, SPECIFICATION NO. 1000036 Item Item Unit of Estimated Item Price Total No. SS(1) Description Measure Quantity (in figures) (in figures) 1 7, 9, 12 TRAFFIC CONTROL PLAN AND IMPLEMENTATION LS 1 2 5, 9 CONSTRUCTION SURVEY LS 1 3 5, 9, 7 COMPLY WITH CALTRANS ENCROACHMENT PERMIT LS 1 4 5, 9, 7 COMPLY WITH GRANT DEED AND RIGHT OF WAY AGREEMENT – BIKE PATH LS 1 5 9, 15, 17 CLEARING, GRUBBING, AND LIMB REMOVAL LS 1 6 9, 15, 26, 39 CHORRO STREET RECONSTRUCTION SQFT 10000 7 9, 15, 26, 73, 90 CLASS I BIKE PATH (OPTION 2) SQFT 6600 8 9, 15, 26, 73, 90 MINOR CONCRETE (SIDEWALK) SQFT 1700 9 9, 15, 26, 39, 73, 90 MINOR CONCRETE (CURB AND GUTTER) LF 2355 Page 164 of 375 BID FORMS BID FORMS B 10 9, 15, 26, 39, 73, 90 MINOR CONCRETE (CROSS GUTTER) LF 250 11 9, 15, 26, 39, 73, 90 MINOR CONCRETE (DRIVEWAY RAMPS) SQFT 800 12 9, 73, 90 MINOR CONCRETE (1.25' CONCRETE BIKE MEDIAN) LF 1600 13 9, 73, 90 MINOR CONCRETE (3' CONCRETE BIKE MEDIAN) LF 1650 14 9, 15, 26, 73, 90 MINOR CONCRETE (SIDEWALK UNDERDRAIN) EA 1 15 9, 15, 20, 26, 73, 90 MINOR CONCRETE (ENERGY DISSIPATION STRUCTURE AND COBBLE) EA 1 16 9, 15, 26, 51, 73, 90 STRUCTURE CONCRETE (CURB & GUTTER RETAINING WALL - BROAD ST - STA 21+40 TO 23+12) LF 172 17 9, 15, 26, 51, 73, 90 STRUCTURE CONCRETE (RETAINING WALL - BIKE PATH - STA 1+00 TO 2+80) LF 180 18 9, 15, 26, 51, 73, 90 STRUCTURE CONCRETE (LANDSCAPE HIGH CURB - CHORRO/101) LF 123 19 9, 15, 26, 51, 73, 90 STRUCTURE CONCRETE (CMU PILASTER - BIKE PATH) EA 1 20 9, 37 TYPE II SLURRY SEAL SQYD 30,440 21 9, 15, 37 BIKE LANE AND EXISTING CURB RAMP EDGE GRIND LS 1 22 9, 12 TEMPORARY STRIPING AND PAVEMENT MARKINGS LS 1 23 9, 15, 39 MINOR HOT MIX ASPHALT (CASE 1 – 10” THICK) SQFT 2,330 24 9, 39 MINOR HOT MIX ASPHALT (SPEED HUMP – TYPE 2) EA 7 25 9, 15 ADJUST STORMDRAIN MANHOLE TO GRADE EA 6 26 9, 15 ADJUST SANITARY SEWER MANHOLE TO GRADE EA 3 27 9, 15 ADJUST COMMUNICATION VAULT/MANHOLE/BOX TO GRADE EA 36 28 9, 15 ADJUST WATER VALVE TO GRADE EA 12 Page 165 of 375 BID FORMS BID FORMS C 29 9, 15 ADJUST WATER METER TO GRADE EA 11 30 9, 64, 77 18" HDPE STORM DRAIN PIPE LF 63 31 9, 15, 39, 77 MINOR CONCRETE (STORMDRAIN CATCH BASIN) EA 1 32 9, 15, 39, 77 MINOR CONCRETE (STORMDRAIN MANHOLE) EA 2 33 9, 64, 77 6" PERFORATED UNDERDRAIN PIPE LF 62 34 9, 15, 77 MINOR CONCRETE (12" MIDSTATE STORMDRAIN CATCH BASIN) EA 3 35 9, 15, 77 MINOR CONCRETE (24” MIDSTATE STORMDRAIN CATCH BASIN) EA 1 36 9, 64, 77 REMOVE AND REPLACE STORMDRAIN INLET GRATE AND INSTALL FILTEREXX STORMEXX FILTER EA 17 37 9, 82 12' PUNCH POST EA 45 38 9, 82 14' PUNCH POST EA 3 39 9, 82 R1-1 SIGN 18" EA 2 40 9, 82 R1-1 SIGN 30" EA 4 41 9, 82 R1-2 SIGN 25" EA 1 42 9, 82 R1-3P PLAQUE EA 4 43 9, 82 R4-11 SIGN EA 7 44 9, 82 R5-3 SIGN EA 2 45 9, 82 R7-9 SIGN EA 18 46 9, 82 R10-15 (MODIFIED) "YIELD TO BIKE" SIGN EA 5 47 9, 82 R81 (CA) SIGN EA 3 48 9, 82 R81A (CA) SIGN EA 2 49 9, 82 R81B (CA) SIGN EA 5 50 9, 82 W1-1 SIGN EA 2 51 9, 82 W1-2L SIGN EA 2 52 9, 82 W4-4P SIGN EA 1 53 9, 82 W11-2 SIGN EA 8 54 9, 82 W16-7P SIGN EA 8 55 9, 82 W84 (CA) SIGN EA 3 56 9, 82 GREENWAY ARROW PLAQUE EA 8 57 9, 82 GREENWAY SIGN EA 19 58 9, 82 PEXCO CITY POST MODEL EAC, 36" WHITE WITH 2 GREY WRAPS EA 23 59 9, 82 72" WHEEL STOP EA 8 60 9, 82 6" YELLOW TACTILE GUIDE STRIP, VANGUARD ADA SYSTEMS OR APPROVED EQUAL LF 82 61 9, 82 INSTALL EXISTING / RELOCATED SIGN EA 16 Page 166 of 375 BID FORMS BID FORMS D 62 9, 84 CURB PAINT LF 200 63 9, 84 PREFORMED THERMOPLASTIC SHEETS (BROAD/MURRAY) SQFT 120 64 9, 84 ZICLA ZEBRA CYCLE TRACK LANE SEPARATORS EA 48 65 9, 84 4" YELLOW STRIPING LF 1,300 66 9, 84 DETAIL 1 LF 2,750 67 9, 84 DETAIL 8 LF 50 68 9, 84 DETAIL 22 LF 2,450 69 9, 84 DETAIL 39 LF 3,750 70 9, 84 BIKE BUFFER LF 1,360 71 9, 84 BIKE BUFFER AT DRIVEWAY SQFT 1,140 72 9, 84 HI-VIS CROSSWALK EA 35 73 9, 84 STOP BAR LF 465 74 9, 84 STOP LEGEND EA 32 75 9, 84 STOP LEGEND (1/2 SCALE) EA 7 76 9, 84 BIKE / PED DIRECTIONAL SYMBOL EA 2 77 9, 84 TYPE II ARROW EA 1 78 9, 84 TYPE IV ARROW EA 1 79 9, 84 HUMP LEGEND EA 12 80 9, 84 PED LEGEND EA 2 81 9, 84 XING LEGEND EA 4 82 9, 84 SLOW LEGEND EA 2 83 9, 84 SCHOOL LEGEND EA 4 84 9, 84 TURNING BIKE BOX EA 3 85 9, 84 BIKE SYMBOL & ARROW EA 23 86 9, 84 GREENBACK CHEVRON EA 25 87 9, 84 GREENBACK SHARROW EA 2 88 9, 84 GREENWAY SYMBOL EA 22 89 9, 84 GREEN BIKE LANE MARKINGS (CASE 1) LF 118 90 9, 84 GREEN BIKE LANE MARKINGS (CASE 2) LF 286 91 9, 84 GREEN BIKE LANE MARKINGS (CASE 3) LF 364 92 9, 84 GREEN SEALMASTER COLOR SAFE PAVEMENT MARKING SQFT 5,640 93 9, 84 YIELD LINE EA 5 94 9, 84, 87 RELOCATE RRFB SOLAR CROSSWALK (RAMONA) LS 1 95 9, 84, 87 RRFB SOLAR CROSSWALK (CHORRO/MILL) LS 1 Page 167 of 375 BID FORMS BID FORMS E 96 9, 86 FOOTHILL TO RAMONA BIKE PATH LIGHTING / CHORRO LIGHTING / CHORRO PG&E SERVICE LS 1 97 9, 20 BENCHES (BIKE PATH & CHORRO/MOUNTAIN VIEW) EA 3 98 9, 20 TRASH CONTAINER (BIKE PATH) EA 2 99 9, 20 METAL PICKET FENCING (BIKE PATH) LF 136 100 9, 20 CHAINLINK FENCE (CHORRO /101) LF 297 101 9, 20 CHAINLINK GATES (CHORRO /101) EA 6 102 9, 20 SOIL PREPARATION (NON- BIORETENTION & TREE PITS) CY 130 103 9, 20 BIORETENTION SOIL MIX CY 90 104 9, 20 CLASS II DRAIN ROCK TON 200 105 9, 20 ENERGY DISSIPATOR ROCK TON 5 106 9, 20 IRRIGATION LS 1 107 9, 20 TREE WATERING BAGS (NON- IRRIGATED TREES) EA 35 108 9, 20 PLANTING (SHRUBS - ALL AREAS) SQFT 10,672 109 9, 20 PLANTING (TREES - ALL AREAS) EA 63 110 9, 20 GREENWAY PLANTERS/SOIL/PLANTS EA 285 111 9, 20 MULCH (BIORETENTION AREAS) CY 9 112 9, 20 MULCH (CONVENTIONAL PLANTING AREAS & TREES) CY 96 113 9, 20 GREENWAY PLANTERS MAINT/WATERING (1-YR) LS 1 114 9, 20 ESTABLISHMENT/MAINTENANCE ALL TREES & PLANTS (1 YR) LS 1 115 9, 20 HAND WATER NON-IRRIGATED TREES (1-YR) EA 35 116 9, 20 HAND WATER NON-IRRIGATED UNDERSTORY PLANTINGS (1-YR) LS 1 117 9, 73 CURB RAMP ALMOND-MISSION (E) C-4.17 LS 1 118 9, 73 CURB RAMP BROAD-MISSION (E) C-4.16 LS 1 119 9, 73 CURB RAMP BROAD-MISSION (N) C-4.15 LS 1 120 9, 73 CURB RAMP CENTER-CHORRO (NE) C-4.26 LS 1 121 9, 73 CURB RAMP CENTER-CHORRO (NW) C-4.25 LS 1 122 9, 73 CURB RAMP CENTER-CHORRO (SE) C-4.27 LS 1 123 9, 73 CURB RAMP CENTER-CHORRO (SW) C-4.28 LS 1 124 9, 73 CURB RAMP CERRO ROMAULDO- FERRINI (NW) C-4.4 LS 1 Page 168 of 375 BID FORMS BID FORMS F 125 9, 73 CURB RAMP CERRO ROMAULDO- FERRINI (SE) C-4.3 LS 1 126 9, 73 CURB RAMP FELTON-FERRINI (NW) C-4.2 LS 1 127 9, 73 CURB RAMP FELTON-FERRINI (SW) C-4.1 LS 1 128 9, 73 CURB RAMP LINCOLN-CHORRO (NE) C-4.35 LS 1 129 9, 73 CURB RAMP LINCOLN-CHORRO (NW) C-4.34 LS 1 130 9, 73 CURB RAMP LINCOLN-CHORRO (SE) C-4.36 LS 1 131 9, 73 CURB RAMP LINCOLN-CHORRO (SW) C-4.37 LS 1 132 9, 73 CURB RAMP MEINEKE-BROAD (N) C-4.8 LS 1 133 9, 73 CURB RAMP MEINEKE-BROAD (S) C-4.9 LS 1 134 9, 73 CURB RAMP MEINEKE C-4.10 LS 1 135 9, 73 CURB RAMP MILL-CHORRO (NW) C-4.46 LS 1 136 9, 73 CURB RAMP MILL-CHORRO (NE) C-4.49 LS 1 137 9, 73 CURB RAMP MILL-CHORRO (SE) C-4.48 LS 1 138 9, 73 CURB RAMP MILL-CHORRO (SW) C-4.47 LS 1 139 9, 73 CURB RAMP MISSION-CHORRO (NE) C-4.20 LS 1 140 9, 73 CURB RAMP MISSION-CHORRO (NW) C-4.19 LS 1 141 9, 73 CURB RAMP MISSION-CHORRO (SE) C-4.21 LS 1 142 9, 73 CURB RAMP MISSION-CHORRO (SW) C-4.22 LS 1 143 9, 73 CURB RAMP MISSION BULBOUT C-4.18 LS 1 144 9, 73 CURB RAMP MOUNTAIN VIEW- CHORRO (NE) C-4.30 LS 1 145 9, 73 CURB RAMP MOUNTAIN VIEW- CHORRO (NW) C-4.29 LS 1 146 9, 73 CURB RAMP MOUNTAIN VIEW- CHORRO (SE) C-4.31 LS 1 147 9, 73 CURB RAMP MOUNTAIN VIEW- CHORRO (SW) C-4.33 LS 1 148 9, 73 CURB RAMP MURRAY-BROAD (E) C-4.12 LS 1 149 9, 73 CURB RAMP MURRAY-BROAD (N) C-4.11 LS 1 150 9, 73 CURB RAMP MURRAY-BROAD (S) C-4.13 LS 1 Page 169 of 375 BID FORMS BID FORMS G 151 9, 73 CURB RAMP MURRAY-BROAD (W) C-4.14 LS 1 152 9, 73 CURB RAMP PEACH-CHORRO (SE) C-4.43 LS 1 153 9, 73 CURB RAMP PEACH-CHORRO (NW) C-4.45 LS 1 154 9, 73 CURB RAMP PEACH-CHORRO (SW) C-4.44 LS 1 155 9, 73 CURB RAMP PEACH-CHORRO (NE) C-4.42 LS 1 156 9, 73 CURB RAMP RAMONA-BROAD (E) C-4.6 LS 1 157 9, 73 CURB RAMP RAMONA-BROAD (W) C-4.7 LS 1 158 9, 73 CURB RAMP RAMONA CROSSING C-4.5 LS 1 159 9, 73 CURB RAMP VENABLE-CHORRO (NE) C-4.23 LS 1 160 9, 73 CURB RAMP WALNUT-CHORRO (SE) C-4.40 LS 1 161 9, 73 CURB RAMP WALNUT-CHORRO (SE) C-4.24 LS 1 162 9, 73 CURB RAMP WALNUT-CHORRO (N) C-4.38 LS 1 163 9, 19 ROUGH GRADING CUT (BIKE PATH) CY 300 164 9, 19 ROUGH GRADING CUT (STORM WATER MITIGATION AREAS) CY 200 Bid Total (or Base Bid) $ Company Name: (1) refers to section in the Standard Specifications, with modifications in the Special Provisions, that describe required work. Contractor shall provide a schedule of values for all LS items before or at the pre-construction meeting. Page 170 of 375 BID FORMS BID FORMS H LIST OF SUBCONTRACTORS Pursuant to Section 4100 of the Public Contracts Code and section 2-1.33C of the standard specifications, the Bidder is required to furnish the following information for each Subcontractor performing more than 1/2 percent (0.5%) of the total base bid. Do not list alternative subcontractors for the same work. Subcontracting must not total more than fifty percent (50%) of the submitted bid except as allowed in section 5-1.13 of the standard specifications. For Streets & Highways projects, subcontractors performing less than ten thousand dollars ($10,000) worth of work need not be mentioned. Subcontractors required to pay prevailing wage, must be registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 to be listed. NOTE: If there are no subcontractors, write “NONE” and submit with bid. Name Under Which Subcontractor is Licensed License Number DIR Public Works Registration Number Address and Phone Number of Office, Mill or Shop Specific Description of Subcontract % of Total Base Bid Attach additional sheets as needed. Page 171 of 375 BID FORMS BID FORMS I PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT In compliance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder, or any subcontractor to be engaged by the bidder, has ____, has not ____ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1. NOTE: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided. The above Statement is part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE In compliance with Public Contract Code Section 10162, the Bidder must complete, under penalty of perjury, the following questionnaire: Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? Yes No If the answer is yes, attach a letter explaining the circumstances PUBLIC CONTRACT CODE SECTION 10232 STATEMENT In compliance with Public Contract Code Section 10232, you hereby state under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against you within the immediately preced ing two-year period because of your failure to comply with an order of a federal court which orders you to comply with an order of the National Labor Relations Board. LABOR CODE SECTION 1725.5 STATEMENTS The bidder has delinquent liability to an employee or the state for any assessment of back wages or related damages, interest, fines, or penalties pursuant to any final judgment, order, or determination by a court or any federal, state, or local administrative agency, including a confirmed arbitration award. Any judgment, order, or determination that is Page 172 of 375 BID FORMS BID FORMS J under appeal is excluded, provided that the contractor has secured the payment of any amount eventually found due through a bond or other appropriate means. Yes No The bidder is currently debarred under Section 1777.1 or under any other federal or state law providing for the debarment of contractors from public works. Yes No NOTE: The above Statements and Questionnaire are part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement and Questionnaire. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. Page 173 of 375 BID FORMS BID FORMS K NON-COLLUSION DECLARATION I, , declare that I am of , the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone refrained from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Executed on , 20 , in __ I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. (Signature and Title of Declarant) (SEAL) Subscribed and sworn to before me this _______day of _________, 20_____ Notary Public Company Name:____________________ Page 174 of 375 BID FORMS BID FORMS L BIDDER ACKNOWLEDGEMENTS By signing below, the bidder acknowledges and confirms that this bid is based on the information contained in all contract documents, including the notice to bidders, plans, specifications, special provisions, and addendum number(s) . (Note: You are responsible to verify the number of addenda prior to the bid opening.) The undersigned further agrees that in case of default in executing the required contract, with necessary bonds, within eight days, (not including Saturdays, Sundays, and legal holidays), after having received a mailed notice that the contract is ready for signature, the proceeds of the check or bond accompanying his bid will become the property of the City of San Luis Obispo. Licensed in accordance with an act providing for the registrati on of contractors, License No. , Expiration Date . The above statement is made under penalty of perjury, and any bid not containing this information "will be considered non-responsive and will be rejected” by the City. Signature of Bidder (Print Name and Title of Bidder) DIR– Public Works Registration No: Business Name (DBA): Owner/Legal Name: Indicate One: Sole-proprietor Partnership Corporation List Partners/Corporate Officers: Name Title Name Title Name Title Business Address Street Address Mailing Address City, State, Zip Code Phone Number Fax Number Email Address Date Page 175 of 375 BID FORMS BID FORMS M QUALIFICATIONS Failure to furnish complete reference information ON THIS FORM, as specified in this project’s Notice to Bidders and indicated below, is cause to reject the bid. Additional information may be attached but is not a substitute for this form. Reference Number 1 Customer Name & Contact Individual Telephone & Email Project Name (Site Address): Did this project include curb ramp construction? Yes □ No □ Describe the services provided and how this project is similar to that which is being bid: Date project completed: Was this contract for a public agency? Yes □ No □ Reference Number 2 Customer Name & Contact Individual Telephone & Email Project Name (Site Address): Did this project include curb ramp construction? Yes □ No □ Describe the services provided and how this project is similar to that which is being bid: Date project completed: Was this contract for a public agency? Yes □ No □ Reference Number 3 Customer Name & Contact Individual Telephone & Email Project Name (Site Address): Did this project include roadway maintenance by slurry sealing? Yes □ No □ Describe the services provided and how this project is similar to that which is being bid: Date project completed: Was this contract for a public agency? Yes □ No □ Page 176 of 375 BID FORMS BID FORMS N ATTACH BIDDER'S BOND TO ACCOMPANY BID Know all men by these presents: That we ____________________________________________, AS PRINCIPAL, and _______________________________________________________, AS SURETY, are held and firmly bound unto the City of San Luis Obispo in the sum of: ____________________________________________________ Dollars (_____________) to be paid to said City or its certain attorney, its successors and assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents: THE CONDITION OF THIS OBLIGATION IS SUCH, that if the certain bid of the above bounden ______________________________________________________________________ to construct ___________________________________________________________________ (insert name of street and limits to be improved or project) dated _____________________ is accepted by the City of San Luis Obispo, and if the above bounden _______________________________________________________, his heirs, executors, administrators, successors, and assigns shall duly enter into and execute a contract for such construction and shall execute and deliver the two bonds described within ten (10) days (not including Saturdays, Sundays, or legal holidays) after the above bounden, ______________________________________________________, has received notice by and from the said City of San Luis Obispo that said contract is ready for execution, then this obligation shall become null and void; otherwise, it shall be and remain in full force and virtue. IN WITNESS WHEREOF, we hereunto set our hands and seals this ___ day of ______, 20____. Bidder Principal: Signature Date Title: Surety: Bidder's signature is not required to be notarized. Surety's signature must be notarized. Equivalent form may be substituted (Rev. 6-30-14) Page 177 of 375 SPECIAL PROVISIONS 1 SPECIAL PROVISIONS ORGANIZATION Special provisions are under headings that correspond with the main section heading of the Standard Specifications. Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications. Any paragraph added or deleted by a revision clause does not change the paragraph number of the Standard Specifications for any other reference to a paragraph of the Standard Specifications. DIVISION I GENERAL PROVISIONS 1 GENERAL Add to Section 1-1.01 GENERAL: The work must be done in compliance with the City of San Luis Obispo, Department of Public Works: 1. North Chorro Neighborhood Greenway Special Provisions 2. City of San Luis Obispo Standard Specifications and Engineering Standards – 2020 edition 3. State of California, Department of Transportation Standard Specifications and Standard Plans – 2015 edition In case of conflict between documents, governing ranking must comply with section 5- 1.02 of the City of San Luis Obispo’s Standard Specifications. Failure to comply with the provisions of these sections is a material breach of contract: 1. Sections 5 through 8 of the Standard Specifications 2. Section 12 through 15 of the Standard Specifications 3. Section 77-1 of the Standard Specifications 4. Section 81 of the Standard Specifications 5. authorized working hours 6. OSHA compliance 2 BIDDING Replace Section 2-1.33A BID DOCUMENT COMPLETION AND SUBMITTAL, General with: Furnish bid using blank forms provided in the Special Provisions. Bid must include all forms and must be signed by the bidder. 3 CONTRACT AWARD AND EXECUTION Add Section 3-1.18B CONTRACT EXECUTION, Caltrans Encroachment Permit 3- 1.18B Caltrans Encroachment Permit Page 178 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 2 Compliance with Caltrans Encroachment permit and traffic control shall conform to the provisions of Section 12 “Temporary Traffic Control”, of the Standard Specifications and these Special Provisions. 4 SCOPE OF WORK Add to Section 4-1.03 WORK DESCRIPTION: Comply with the provisions of Sections 3, 5, 6, 7, 8, 12, 14, 15, 19, 20, 26, 37, 39, 51, 56, 64, 73, 77, 82, 84, 86, 87, and 90 for general, material, construction, and payment specifics. Refer to these Special Provisions for modifications to the above Sections. Add Section 4-1.03A WORK DESCRIPTION, Project Specific Signage: Protect in place project funding signage in work area (See Appendix B). 5 CONTROL OF WORK Add to Section 5-1.01 GENERAL: All overtime work must be approved in advance by the Engineer and all overtime inspection costs shall be the responsibility of the contractor. Scheduling and sequencing of work along with means and methods are the contractor ’s responsibility. If the contractor chooses to apply the micro surfacing before installing the curbs, steps shall be taken during curb installation that will prevent any concrete from staining or marking the new micro surfacing. If the curbs are installed first, steps shall be taken to prevent any micro surfacing material from staining or marking the new curbs. Any stains or markings on the adjacent surfaces will be cleaned or the surface resurfaced to the satisfaction of the engineer. 6 CONTROL OF MATERIALS Add to Section 6-2.03 DEPARTMENT ACCEPTANCE: The City will furnish one (1) GREEN WAY SYMBOL stencil as detailed on Sheet C-5.1 of the project plans. Contractor can obtain additional stencil(s) at its own discretion and must be approved by the Engineer prior to use for this project. Water to be used in the slurry seal emulsion must be potable water. The City will provide a hydrant location for the slurry mix. The Contractor will be responsible to pay for the potable water. 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC Add to Section 7-1.03B PUBLIC CONVENIENCE, Traffic Control Plan Unless stated otherwise below, work hours are Monday through Friday between 7:00 a.m. to 4:00 p.m. at all the affected streets. Page 179 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 3 Unless otherwise approved by Caltrans and the Engineer, work within Caltrans Right of Way must be performed between the hours of 9:00 a.m. to 3:00 p.m Monday – Thursday and 9:00 a.m. to 2:00 p.m. Friday. CURB RAMPS Where curb ramp improvements are proposed at multiple corners of the intersection, the contractor shall provide a phasing plan showing schedule for demolition and construction of ramps in a manner that retains pedestrian access on at least one side of the street at all times. The construction phasing approach for these ramps shall be approved to the satisfaction of the Engineer. SCHOOL ZONES All work within school zones (Appendix C) are limited to 9:00 a.m. to 2:00 p.m. (Tuesday through Friday) and 9:30 a.m. to 2:00 p.m. on Mondays. TRAFFIC CONTROL ZONES Contractor shall provide traffic control plan and traffic control application at or before the preconstruction meeting. Traffic control plan must be drawn to scale. Traffic control application may be obtained on the City’s website: www.slocity.org/government/department-directory/public-works/documents- online/construction-documents Upon approval of the traffic control plan, the City will issue a no-fee Encroachment Permit. Permittee is responsible to comply with all conditions of the traffic control plan. Complete work using due diligence to restore free flowing of traffic. 8 PROSECUTION AND PROGRESS Replace the 1st paragraph in Section 8-1.02A SCHEDULE, General with: Provide a Level 2 schedule for this work. A three-week lookahead schedule, updated each week, shall be provided to the Engineer before commencing the following week’s work. This requirement shall be completed in order to continue construction work. Weekly progress meetings will be held. Contractor shall not work in more than two sites concurrently unless approved by the Engineer. Contractor must start work within the Bicycle/Pedestrian Path Easement and Temporary Construction Easement areas per Exhibit B of Appendix D as the first item of work. Work to be completed within the easement no later than 4 months from the date of the Notice to Proceed, unless otherwise approved by the Engineer. The City will be responsible for Page 180 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 4 providing Notice of Commencement of Construction to the property owner, per the Easement Deed (Appendix D). Caltrans Right-of-Way work. Work between Lincoln St and Walnut St must be the last item of work, or based upon the approval of the Engineer. 9 PAYMENT Add to Section 9-1.02A: The Project Plans consist of one plan set, NORTH CHORRO NEIGHBORHOOD GREENWAY PROJECT. The following is a general description of the type of work for each bid item listed in the Bid Schedule and is not intended to be all-inclusive. Comply with the contract documents for the work. Bid items quantified as lump sum items are required to submit a schedule of values according to section 9-1.16B. The schedule of values must be authorized by the Engineer prior to progress payments. Bid items of work shown on the plans or indicated in the specifications or miscellaneous items of work which are not specifically identified in the bid item descriptions or bid schedule are included in lump sum items of work and must be identified in the Schedule of Values submittal by the Contractor and no additional payment will be made. Summary BASE BID Item Descriptions: 1. TRAFFIC CONTROL PLAN AND IMPLEMENTATION Comply with section 7 and 12 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Temporary Traffic Control is intended to be all-inclusive and shall include the preparation of Traffic Control Plans, implementation, and maintenance of the traffic control system during the project to manage and maintain vehicle, bicycle, and pedestrian traffic. Implementation of the Traffic Control System includes all items listed in the authorized Traffic Control Plan including but not limited to constriction area signs, detour signs, barricades, and any other required traffic appurtenances. 2. CONSTRUCTION SURVEY Comply with section 5 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to provide construction surveying and for establishing necessary lines and grades to complete the work. Survey monuments and benchmarks must be protected and restored in accordance with Section 5-1.36. Surveying must be performed under Page 181 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 5 the direction of a Licensed Land Surveyor or Civil Engineer authorized by the State of California to provide these services. 3. COMPLY WITH CALTRANS ENCROACHMENT PERMIT Comply with section 5 and 7 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to complete the work (during the day or night) involved to comply with all Caltrans encroachment permit requirements. The contract price shall also include the application fee of $1,400.00 for obtaining a double permit for Encroachment Permit (PENDING). 4. COMPLY WITH GRANT DEED AND RIGHT OF WAY AGREEMENT – BIKE PATH Comply with section 5 and 7 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to comply with all provisions of the Deed and Agreement as specified in the contract documents. 5. CLEARING, GRUBBING, AND LIMB REMOVAL Comply with section 15 and 17 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove existing trees/shrubs as shown on the plans, as directed by an Arborist, or as necessary to complete all work to the limits as indicated on the plans. 6. CHORRO STREET RECONSTRUCTION Comply with section 15, 26, and 39 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing roadway structural section (asphalt and base), grading and compaction of subgrade, installation and compaction of aggregate base, and installation and compaction of asphalt paving to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 7. CLASS 1 BIKE PATH (OPTION 2) Comply with section 15, 26, 73, and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove all existing site conditions, protection of the existing facilities, grading activities and restoration of existing facilities once the grading activities are complete, replacement of landscaping and irrigation features, excavation and fill, Page 182 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 6 grading and compaction of subgrade, installation and compaction of aggregate base, installation and compaction of aggregate base shoulder, and installation of concrete and reinforcement to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 8. MINOR CONCRETE (SIDEWALK) Comply with section 15, 26, 73, and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing sidewalk structural section (concrete and base), grading and compaction of subgrade, installation and compaction of aggregate base, and installation of concrete and reinforcement to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 9. MINOR CONCRETE (CURB AND GUTTER) Comply with section 15, 26, 39, 73, and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing curb, gutter and pavement structural sections (concrete, asphalt, and base), grading and compaction of subgrade, installation and compaction of aggregate base, installation of concrete and reinforcement, and installation and compaction of asphalt paving to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 10. MINOR CONCRETE (CROSS GUTTER) Comply with section 15, 26, 39, 73, and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing concrete and pavement structural sections (concrete, asphalt, and base), grading and compaction of subgrade, installation and compaction of aggregate base, installation of concrete and reinforcement, and installation and compaction of asphalt paving to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. Cross gutter limits are identified as the portion of the cross gutter between gutter spandrels. 11. MINOR CONCRETE (DRIVEWAY RAMP) Comply with section 15, 26, 39, 73, and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing concrete and pavement structural sections (concrete, asphalt, and base), grading and compaction of subgrade, installation and compaction of aggregate base, installation of concrete and reinforcement, and Page 183 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 7 installation and compaction of asphalt paving to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 12. MINOR CONCRETE (1.25’ CONCRETE BIKE MEDIAN) Comply with section 73 and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the procurement and installation of pexco post object markers, and the installation of concrete and reinforcement to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 13. MINOR CONCRETE (3’ CONCRETE BIKE MEDIAN) Comply with section 73 and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the procurement and installation of pexco post object markers, and the installation of concrete and reinforcement to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 14. MINOR CONCRETE (SIDEWALK UNDERDRAIN) Comply with section 15, 26, 73 and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing soil, concrete and pavement structural sections (concrete, asphalt, and base), grading and compaction of subgrade, installation and compaction of aggregate base, installation of concrete and reinforcement, and installation of frame and covers to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 15. MINOR CONCRETE (ENERGY DISSIPATION STRUCTURE AND COBBLE) Comply with section 15, 20, 26, 73 and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing soil, concrete and pavement structural sections (concrete, asphalt, and base), grading and compaction of subgrade, installation and compaction of aggregate base, installation of concrete and reinforcement, installation of weir, and installation of cobble (structure and median) to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. Page 184 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 8 16. STRUCTURE CONCRETE (CURB AND GUTTER RETAINING WALL – BROAD ST – STA 21+40 TO 23+12) Comply with section 15, 26, 51, 73, and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing soil, concrete and pavement structural sections (concrete, asphalt, and base), grading and compaction of subgrade, installation and compaction of aggregate base, installation of waterproofing, permeable material, filter fabric, wall drain, and weep holes, installation of concrete and reinforcement, and installation and compaction of final grading to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 17. STRUCTURE CONCRETE (RETAINING WALL – BIKE PATH – STA 1+00 TO 2+80) Comply with section 15, 26, 51, 73, and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing soil, concrete and pavement structural sections (concrete, asphalt, and base), grading and compaction of subgrade, installation and compaction of aggregate base, installation of waterproofing, permeable material, filter fabric, wall drain, and weep holes, installation of concrete, post holes, and reinforcement, and installation and compaction of final grading to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 18. STRUCTURE CONCRETE (LANDSCAPE HIGH CURB – CHORRO/101) Comply with section 15, 26, 51, 73, and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing soil, concrete and pavement structural sections (concrete, asphalt, and base), grading and compaction of subgrade, installation and compaction of aggregate base, installation of waterproofing, permeable material, filter fabric, wall drain, and weep holes, installation of concrete, post holes, and reinforcement, and installation and compaction of final grading to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 19. STRUCTURE CONCRETE (CMU PILASTER – BIKE PATH) Comply with section 15, 26, 51, 73, and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing soil, concrete and pavement structural sections (concrete, asphalt, and base), grading and compaction of subgrade, installation and compaction of aggregate base, installation of concrete and reinforcement, Page 185 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 9 installation of brick, and installation and compaction of final grading to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 20. TYPE II SLURRY SEAL Comply with section 13 and 37 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, “No Parking” notices, door hangers, and incidentals required to install slurry seal to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. Payment includes, but is not limited to, a slurry schedule, pneumatic tire roll compaction, a street sweeping schedule, and street sweeping 24 hours after and 30 days after initial slurry installation. 21. BIKE LANE AND EXISTING CURB RAMP EDGE GRIND Comply with section 15 and 37 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to grind the existing asphalt adjacent to a concrete gutter, prior to slurry seal application, for bike lanes and existing curb ramps to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 22. TEMPORARY STRIPING AND PAVEMENT MARKINGS Comply with section 12 and 84 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing striping and pavement markings, temporary striping and pavement markings to match proposed lane configuration after existing traffic stripes and pavement markings have been removed, and temporary striping and pavement markings to match proposed lane configuration after the application of slurry sealing to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 23. MINOR HOT MIX ASPHALT (CASE 1 – 10” THICK) Comply with section 15 and 39 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to saw-cut, grind, and remove the existing pavement structural section (concrete, asphalt, and base), grading and compaction of subgrade, and installation and compaction of asphalt paving to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 24. MINOR HOT MIX ASPHALT (SPEED HUMP – TYPE 2) Page 186 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 10 Comply with section 15 and 39 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing asphalt speed hump, remove the existing asphalt under the speed hump to a minimum of 2” below existing finish grade (modification from City Standard 7320), and installation and compaction of asphalt paving to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 25. ADJUST STORMDRAIN MANHOLE TO GRADE Comply with section 15 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing collar, adjusting to grade, and installation of a new concrete collar to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 26. ADJUST SANITARY SEWER MANHOLE TO GRADE Comply with section 15 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing collar, adjusting to grade, and installation of a new concrete collar to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 27. ADJUST COMMUNICATION VAULT/MANHOLEH/BOX TO GRADE Comply with section 15 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing collar, adjusting to grade, and installation of a new concrete collar to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 28. ADJUST WATER VALVE TO GRADE Comply with section 15 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove the existing collar adjusting to grade, and installation of a new concrete collar to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 29. ADJUST WATER METER TO GRADE Comply with section 15 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove Page 187 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 11 the existing collar, adjusting to grade, and installation of a new concrete collar to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 30. 8" HDPE STORM DRAIN PIPE Comply with section 64 and 77 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to excavate the trench, lay the pipe to the design line and grade, connections into new/existing structures, and place and compact backfill material to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 31. MINOR CONCRETE (STORMDRAIN CATCH BASIN) Comply with section 15, 39, and 77 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to demolish the existing catch basin (Chorro/Walnut), remove the existing soil, concrete and pavement structural sections (concrete, asphalt, and base), excavation of the trench, installation of crushed rock or aggregate base, installation of concrete and reinforcement, installation of hardware, and installation and compaction of pavement to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 32. MINOR CONCRETE (STORMDRAIN MANHOLE) Comply with section 15, 39, and 77 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to existing soil, concrete and pavement structural sections (concrete, asphalt, and base), excavation of the trench, installation of crushed rock or aggregate base, installation of concrete and reinforcement, installation of hardware, installation and compaction of pavement, and installation of concrete collar to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 33. 6" PERFORATED UNDERDRAIN PIPE Comply with section 64 and 77 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to excavate the trench, lay the pipe to the design line and grade, and connect into new/existing structures to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. Backfill of trench to be paid for in other items of work (Bioretention Soil Mix and Class II Drain Rock). Page 188 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 12 34. MINOR CONCRETE (12” MIDSTATE STORMDRAIN CATCH BASIN) Comply with section 77 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to existing soil, concrete and pavement structural sections (concrete, asphalt, and base), excavation of the trench, installation of crushed rock or aggregate base, installation of concrete and reinforcement, installation of hardware, installation and compaction of backfill to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 35. MINOR CONCRETE (24” MIDSTATE STORMDRAIN CATCH BASIN) Comply with section 77 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to existing soil, concrete and pavement structural sections (concrete, asphalt, and base), excavation of the trench, installation of crushed rock or aggregate base, installation of concrete and reinforcement, installation of hardware, installation and compaction of backfill to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 36. REMOVE AND REPLACE STORMDRAIN INLET GRATE AND FILTER Comply with section 64 and 77 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to protect the existing stormdrain inlet, remove the existing frame and grate, installation of Filtrexx Stormexx Clean Catch Basin Inlet Filter,installation of a Honeycomb Caltrans Type 18-8S or 24-10S, modified to fit, and adjusting the new frame and grate to grade to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 37. 12’ PUNCH POST Comply with section 82 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove and/or relocate existing punch posts, and for the procurement and installation of punch posts (in new sidewalk, existing sidewalk, or landscape median) to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 38. 14’ PUNCH POST Comply with section 82 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to remove and/or relocate existing punch posts, and for the procurement and installation of punch posts (in new sidewalk, existing sidewalk, or landscape median) to the limits Page 189 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 13 as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. BID ITEMS 39-60 Comply with section 82 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the procurement and installation to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 39. R1-1 SIGN 18” 40. R1-1 SIGN 30” 41. R1-2 SIGN 25” 42. R1-3P PLAQUE 43. R4-11 SIGN 44. R5-3 SIGN 45. R7-9 SIGN 46. R10-15 (MODIFIED) “YIELD TO BIKE” SIGN 47. R81 (CA) SIGN 48. R81A (CA) SIGN 49. R81B (CA) SIGN 50. W1-1 SIGN 51. W1-2L SIGN 52. W4-4P SIGN 53. W11-2 SIGN 54. W16-7P SIGN 55. W84 (CA) SIGN 56. GREENWAY ARROW PLAQUE 57. GREENWAY SIGN 58. PEXCO CITY POST MODEL EAC, 36" WHITE WITH 2 GREY WRAPS 59. 72” WHEEL STOP 60. 6" YELLOW TACTILE GUIDE STRIP, VANGUARD ADA SYSTEMS OR APPROVED EQUAL 61. INSTALL EXISTING / RELOCATED SIGN Comply with section 82 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the removal and abandonment, relocation, and installation to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 62. CURB PAINT Comply with section 84 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for Page 190 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 14 furnishing all labor, materials, tools, equipment, and incidentals required for the removal and installation of curb paint (all colors) to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 63. PREFORMED THERMOPLASTIC SHEETS (BROAD/MURRAY) Comply with section 84 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the procurement and installation to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 64. ZICLA ZEBRA CYCLE TRACK LANE SEPARATORS Comply with section 84 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of cycle track lane separators to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. BID ITEMS 65-93 Comply with section 84 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of striping/markings to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 65. 4” YELLOW STRIPING 66. DETAIL 1 67. DETAIL 8 68. DETAIL 22 69. DETAIL 39 70. BIKE BUFFER Includes all striping and cross hatching regardless of width of buffer. 71. BIKE BUFFER AT DRIVEWAY Includes all striping and cross hatching regardless of width of buffer. 72. HI-VIZ CROSSWALK 73. STOP BAR 74. STOP LEGEND 75. STOP LEGEND (1/2 SCALE) 76. BIKE / PED DIRECTIONAL SYMBOL 77. TYPE II ARROW 78. TYPE IV ARROW 79. HUMP LEGEND Page 191 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 15 80. PED LEGEND 81. XING LEGEND 82. SLOW LEGEND 83. SCHOOL LEGEND 84. TURNING BIKE BOX 85. BIKE SYMBOL AND ARROW 86. GREENBACK CHEVRON 87. GREENBACK SHARROW 88. GREENWAY SYMBOL 89. GREEN BIKE LANE MARKINGS (CASE 1) Includes bike lane symbol, green paint, white markings and striping 90. GREEN BIKE LANE MARKINGS (CASE 2) Includes bike lane symbol, green paint, white markings and striping 91. GREEN BIKE LANE MARKINGS (CASE 3) Includes bike lane symbol, green paint, white markings and striping 92. GREEN SEALMASTER COLOR SAFE PAVEMENT MARKING 93. YIELD LINE 94. RELOCATE RRFB SOLAR CROSSWALK (RAMONA) Comply with section 84 and 87 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the relocation and installation of the existing RRFB system to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 95. RRFB SOLAR CROSSWALK (CHORRO/MILL) Comply with section 84 and 87 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of the new RRFB system to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 96. FOOTHILL TO RAMONA BIKE PATH LIGHTING / CHORRO LIGHTING / CHORRO PG&E SERVICE Comply with section 86 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation the lighting and electrical system to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. This work includes, but is not limited to, the installation of pathway lights and streetlights, trench excavation and restoration, installation of conduits, wire, pull boxes, meter pedestals, tying into existing meter pedestal, and coordination with PG&E for service install. Page 192 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 16 97. BENCHES (BIKE PATH & CHORRO/MOUNTAIN VIEW) Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to procure and install the benches to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. Concrete work is paid for under other bid items of work (Class I Bike Path and Minor Concrete (Concrete Pavers). 98. TRASH CONTAINER (BIKE PATH) Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to procure and install the trash containers to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. Concrete work is paid for under other bid items of work (Class I Bike Path). 99. METAL PICKET FENCING (BIKE PATH) Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to tie into the existing fencing and procurement and installation of the new metal picket fencing to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 100. CHAINLINK FENCING (CHORRO/101) Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to tie into the existing fencing and procurement and installation of new chainlink fencing to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 101. CHAINLINK GATES (CHORRO/101) Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to tie into the existing fencing and procurement and installation of new chainlink gates to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 102. SOIL PREPARATION (NON-BIORETENTION & TREE PITS) Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for Page 193 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 17 furnishing all labor, materials, tools, equipment, and incidentals required for soil preparation to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 103. BIORETENTION SOIL MIX Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of bioretention soil mix to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 104. CLASS II DRAIN ROCK Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of class II drain rock to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 105. ENERGY DISSAPATOR ROCK Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of energy dissipator rock to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 106. IRRIGATION Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of irrigation to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. This work includes, but is not limited to, abandonment/capping/removal of existing irrigation lines, repair of damaged irrigation lines, installation of irrigation controllers, installation of conduit sleeves, connections to City water main, installation of new water meters and boxes, trench excavation and restoration, installation of piping, valves, bubblers, flow sensors, drip tubing, irrigation heads, conduit and wiring, protection of existing facilities, the grading activities and restoration of existing facilities once the grading activities are complete, and the replacement of landscaping and irrigation features as needed to complete work. 107. TREE WATERING BAGS (NON-IRRIGATED TREES) Page 194 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 18 Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of tree watering bags to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 108. PLANTING (SHRUBS - ALL AREAS) Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of all plant materials (regardless of species) to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. This includes, but is not limited to, protection of existing facilities, the grading activities and restoration of existing facilities once the grading activities are complete, and the replacement of landscaping and irrigation features as needed to complete work. 109. PLANTING (TREES - ALL AREAS) Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of all trees (regardless of species) to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. This includes, but is not limited to, protection of existing facilities, the grading activities and restoration of existing facilities once the grading activities are complete, and the replacement of landscaping and irrigation features as needed to complete work. 110. GREENWAY PLANTERS/SOIL/PLANTS Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of planter boxes per the number and limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 111. MULCH (BIORETENTION AREAS) Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of compost mulch to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. Page 195 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 19 112. MULCH (CONVENTIONAL PLANTING AREAS & TREES) Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the installation of bark mulch to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 113. GREENWAY PLANTERS MAINT/WATERING (1-YR) Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the establishment and maintenance to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 114. ESTABLISHMENT/MAINTENANCE ALL TREES & PLANTS (1 YR) Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the establishment and maintenance to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 115. HAND WATER NON-IRRIGATED TREES (1-YR) Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the hand watering of non-irrigated trees to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 116. HAND WATER NON-IRRIGATED UNDERSTORY PLANTINGS (1-YR) Comply with section 20 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required for the hand watering of non-irrigated trees to the limits as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. BID ITEMS 115-160 Comply with section 15, 26, 39, 73, and 90 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required to install each new curb ramp and bulbout as shown on the plans, and as Page 196 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 20 specified in these specifications and the special provisions, and as directed by the Engineer. The contractor shall allow time to verify with the inspector the limits of demolition prior to saw cutting. The contractor shall allow 1 hour of time for the concrete foreman and the inspector to verify slope and grades at curb return, after demolition and prior to setting forms to make adjustment if needed. Any additional concrete work beyond what is shown on the plans will be paid for at contract quantity prices. The lump sum cost for each curb ramp and bulbout includes all work shown on the Plan Sheet specified in the Bid Item Description. This work includes, but is not limited to: 1. public notices 2. traffic and pedestrian control and access 3. layout 4. elevation control 5. tree protection 6. protection of existing utilities and improvements 7. saw-cutting 8. demolition 9. removal and disposal of demolished material 10. formwork 11. temporary cold mix 12. relocation of signs 13. grading and compaction of subgrade 14. installation and compaction of aggregate base 15. furnishing and installation of new signs, post and sleeves 16. furnishing and installation of new pull boxes 17. reinstalling existing utility boxes, pull boxes, and mailboxes 18. furnishing and installing tree grate frames 19. adjustment of existing utility manholes, pull boxes, vaults, etc. 20. adjustment of fire hydrant spools 21. reinstalling sidewalk underdrains 22. installation of curbs, curb & gutter, cross gutter spandrel, sidewalk, and reinforcement 23. installation of asphalt pavement 24. installation of truncated domes 25. curb painting 26. landscape replacement, if applicable 27. repair of existing irrigation systems, if damaged & modifications as needed 28. protection of existing utilities and restoration of existing improvements 29. protection and restoration of existing benchmarks 30. cleanup Payment for the above items of work will be made specific to each individual lump sum curb ramp and bulbout. No compensation will be made as part of any other bid items. Items of work that are paid for under other bid items of work: Page 197 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 21 x Cross Gutter between gutter spandrels x Storm Drain System x Storm Water Treatment System x Concrete Pavers and Bench x New Landscaping Any additional work required to complete the work as shown per plan, and outside of the limits as shown on each Plan Sheet, needs to be brought to the attention of the Engineer immediately. The Engineer will direct further work as necessary. Payment for this additional work will be through other bid items or at force account. 117. CURB RAMP ALMOND-MISSION (E) C-4 .17 118. CURB RAMP BROAD-MISSION (E) C-4.16 119. CURB RAMP BROAD-MISSION (N) C-4.15 120. CURB RAMP CENTER-CHORRO (NE) C-4.26 121. CURB RAMP CENTER-CHORRO (NW) C-4.25 122. CURB RAMP CENTER-CHORRO (SE) C-4.27 123. CURB RAMP CENTER-CHORRO (SW) C-4.28 124. CURB RAMP CERRO ROMAULDO-FERRINI (NW) C-4.4 125. CURB RAMP CERRO ROMAULDO-FERRINI (SE) C-4.3 126. CURB RAMP FELTON-FERRINI (NW) C-4.2 127. CURB RAMP FELTON-FERRINI (SW) C-4.1 128. CURB RAMP LINCOLN-CHORRO (NE) C-4.35 129. CURB RAMP LINCOLN-CHORRO (NW) C-4.34 130. CURB RAMP LINCOLN-CHORRO (SE) C-4.36 131. CURB RAMP LINCOLN-CHORRO (SW) C-4.37 132. CURB RAMP MEINEKE-BROAD (N) C-4.8 133. CURB RAMP MEINEKE-BROAD (S) C-4.9 134. CURB RAMP MEINEKE C-4.10 135. CURB RAMP MILL-CHORRO (NW) C-4.46 136. CURB RAMP MILL-CHORRO (NE) C-4.49 137. CURB RAMP MILL-CHORRO (SE) C-4.48 138. CURB RAMP MILL-CHORRO (SW) C-4.47 139. CURB RAMP MISSION-CHORRO (NE) C-4.20 140. CURB RAMP MISSION-CHORRO (NW) C-4.19 141. CURB RAMP MISSION-CHORRO (SE) C-4.21 142. CURB RAMP MISSION-CHORRO (SW) C-4.22 143. CURB RAMP MISSION BULBOUT C-4.18 144. CURB RAMP MOUNTAIN VIEW-CHORRO (NE) C-4.30 145. CURB RAMP MOUNTAIN VIEW-CHORRO (NW) C-4.29 146. CURB RAMP MOUNTAIN VIEW-CHORRO (SE) C-4.31 147. CURB RAMP MOUNTAIN VIEW-CHORRO (SW) C-4.33 148. CURB RAMP MURRAY-BROAD (E) C-4.12 149. CURB RAMP MURRAY-BROAD (N) C-4.11 150. CURB RAMP MURRAY-BROAD (S) C-4.13 Page 198 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 22 151. CURB RAMP MURRAY-BROAD (W) C-4.14 152. CURB RAMP PEACH-CHORRO (SE) C-4.43 153. CURB RAMP PEACH-CHORRO (NW) C-4.45 154. CURB RAMP PEACH-CHORRO (SW) C-4.44 155. CURB RAMP PEACH-CHORRO (NE) C-4.42 156. CURB RAMP RAMONA-BROAD (E) C-4.6 157. CURB RAMP RAMONA-BROAD (W) C-4.7 158. CURB RAMP RAMONA CROSSING C-4.5 159. CURB RAMP VENABLE-CHORRO (NE) C-4.23 160. CURB RAMP WALNUT-CHORRO (SE) C-4.40 161. CURB RAMP WALNUT-CHORRO (SE) C-4.24 162. CURB RAMP WALNUT-CHORRO (N) C-4.38 163. ROUGH GRADING CUT (BIKE PATH) Comply with section 19 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required rough grade the earthwork to cut and export the bike path area as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. 164. ROUGH GRADING CUT (STORMWATER MITIGATION AREAS) Comply with section 19 of the Special Provisions, City Standard Specifications and Caltrans Standard Specifications. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required rough grade the earthwork to cut and export the stormwater mitigation areas as shown on the plans, and as specified in these specifications and the special provisions, and as directed by the Engineer. Add to Section 9-1.16B: Submit a Schedule of Values for all Lump Sum work bid items at or before the Pre- Construction meeting. DIVISION II GENERAL CONSTRUCTION 13 WATER POLLUTION CONTROL Add to Section 13-7.02 Street Sweeping 13-7.02C Construction Street sweeping shall be performed 24 hours and 30 days after application of Type II slurry seal. The Contractor must post streets for no parking in advance and during the 24 hour and 30-day street sweeping. The Contractor must submit a street sweeping schedule Page 199 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 23 for approval by the Engineer. Street sweeping must be done in a manner that street parking is available within 600 ft from affected addresses, unless approved by the Engineer. 15 EXISTING FACILITIES Add Section 15-2.01 Remove Pavement (Remove AC) – The outline of the asphalt concrete pavement area to be removed must be cut on a neat line with a power-driven diamond saw to a minimum depth of the existing asphalt concrete (see coring log information) before removing all existing asphalt. As an alternative, the Contractor may use a grinding device such as a “zipper” to remove the AC patch area. All areas of removal must be cut as marked in the field and must be uniform in pattern (square, rectangle). Add Section 15-2.02 Obliterate Roads, Detours, and Surfacing Micro-milling must be utilized for bike lane and at existing curb ramps edge grinds located in slurry pavement treatment. Edge grinding at curb ramps must be the greater of the following: x From beginning to end of curve return and bulbouts. x Extend 10 feet, measured perpendicularly beyond the curb ramp landing in both directions. Micro-milling machines shall: Be equipped with a micro-milling drum with tungsten-carbide-tipped cutting teeth spaced no greater than ¼ inch apart on center. The configuration of the teeth shall be such that the deviation in elevation between any 2 teeth does not exceed 1/16 inch. Be capable of removing asphalt concrete pavement to a tolerance of +/- 1/8 inch. Be equipped with an automatic grade control system operating in “profile” mode. Micro-milling shall result in a grid-patterned textured pavement surface with longitudinal ridges approximately the same distance apart as the cutting teeth. The ridges shall be consistent in depth, width, and profile. The distance between the top of the ridge and the adjacent valleys shall not exceed 1/8 inch. Add Section 15-2.03 Remove Traffic Stripes and Pavement Markings After existing traffic stripes and pavement markings have been removed, temporary striping tabs must be installed and remain in place until slurry operations have begun. Temporary striping and pavement markings are to be installed after slurry operations are completed and remain in place until permanent striping and paving markings are applied. Page 200 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 24 DIVISION III EARTHWORK AND LANDSCAPE 20 LANDSCAPE AND IRRIGATION Add to Section 20-1.01 General: There are two types of landscape areas on this project: 1. Stormwater treatment areas 2. Conventional landscape areas Bioretention areas receive a special soil mix and compost mulch (not bark mulch), per plans and specifications. All other landscape areas that do not receive bioretention soil mix shall be amended with compost per the specifications. Add to Section 20-1.02 MATERIALS: TREE WATERING BAGS: 1. Trees not served by irrigation to be installed with manual tree watering bags, Treegator 20-gallon slow-release watering bag, or approved equal. Replace Section 20-1.02D Organic Soil Amendments with: FINE COMPOST 1. Compost for soil amendment and preparation to be a well decomposed, stable, weed free organic matter source derived from waste materials including yard debris, wood wastes or other organic materials. Compost to have a dark brown color and a soil like odor. Compost exhibiting a sour or putrid smell, containing recognizable grass or leaves, or is hot (120f) upon delivery or rewetting is not acceptable. 2. Compost facility and compost material must meet the following requirements: Inspected and regulated by the local enforcement agency for CalRecycle. The past 3 inspection reports to be submitted verifying compliance with title14 requirements of the process to further reduce pathogens (pfrp), fecal coliform and salmonella testing and pathogen and epa, 40 cfr 503 regulations. Certified through the uscc seal of testing assurance (sta) program (a compost testing and information disclosure program). Analyzed by a laboratory that is enrolled in the us composting council’s compost analysis proficiency (cap) program and using approved test methods for the evaluation of composting and compost (tmecc). Page 201 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 25 Facility must provide proof of compost testing within 120 calendar days prior to delivery of material to project site. Apply a four-inch lift of compost during cultivation. Replace Section 20-1.02E Fertilizer: AMENDMENTS AND MYCORRHIZAL FUNGI INOCULANT Apply to all new planting holes, including bioretention areas: Granular Tri-c myco Revival Plus applied at the manufacturer’s recommended rates based on plant material container size. Revise Section 20-1.03C(2) Remove Existing Plants: Revise to increase removal depth: Removal of existing plants includes removing their stumps and roots 2 inches or larger in diameter to a minimum depth of 24 inches below finished grade. Revise Section 20-1.03D Cultivation: All planting areas, except bioretention areas to be cultivated. Revise to increase cultivation depth: Repeat cultivation until the soil is loose to a minimum depth of 12 inches. Add: Remove native soil as needed prior to adding amendments, to allow for addition of compost amendment and mulch to achieve final grades. Place compost amendment and till to a depth of twelve inches. Provide additional amendments or adjust soil preparation if directed per the soil analysis (per 10.3.3 Soils Management Report) recommendations and approved by owner/owner’s representative. Roll compact soil to achieve compaction of 85% of dry weight density in areas where plantings are located. After natural settlement and light rolling, the complete work to conform strictly to the lines, grades and elevation indicated, under the contract without additional cost to the City. Finish grading of landscape areas: fine grade all prepared planting areas to lines and grades shown on plans and as specified within this section. Finish grade to account for placement of specified mulch. Page 202 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 26 Top of finished mulch surface to be ½” below adjacent pedestrian or bicycle paths unless otherwise specified on civil grading plans. Add to Section 20-3.01B(2) Plants: 1. Contractor to submit proof of acquisition of plant material within 60 days of signed contract. 2. Any requests for plant material substitutions must be accompanied by documentation of inability to locate plants, including a list of plant nurseries contacted (minimum of three). Substitutions may be denied if plant material is available at regional wholesale nurseries. Remove Section 20-5.03A(3)(c) Treatment of Soils: Do not apply pre-emergent herbicide for weed control. Contractor to carry out manual removal of weeds prior to planting. Add to Section 20-5.03 INERT GROUND COVERS AND MULCHES: 3. Mulch to be applied to all planting areas. 4. Mulch varies by area type: Bioretention areas: 3” depth fine compost as specified in addition to Section 20 - 1.02D. All other planting areas: 3” depth walk on bark – fir bark mulch, 1” pieces and smaller. Submit samples for approval. Mulch to be free of weed seeds, or substances injurious to plant growth. DIVISION V SURFACINGS AND PAVEMENTS 37 BITUMINOUS SEALS Add to Section 37-3.02A General Slurry seal must be Type II. Use Polymer Modified Asphaltic Emulsion with 2% latex additive. Add to Section 37-3.03A General Page 203 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 27 Not all frames, covers, grates, or manholes are shown on the Plans. The Contractor is responsible for examining the site of work. A submission of a bid is conclusive evidence that the bidder has investigated the local conditions to be encountered. Remove and Replace 2nd Paragraph of Section 37-3.03(D)(2)(a) General with: Before placing the seal coat, vegetation in pavement cracks and between pavement and curb/gutter must be manually removed. Add to Section 37-3.03(D)(2)(a) General Locations of bike lane edge grind and curb ramp edge are identified on plans and as needed to complete slurry seal operations. The Contractor is responsible for examining the site of work. A submission of a bid is conclusive evidence that the bidder has investigated the local conditions to be encountered. Replace Section 37-3.03D(4)(a)(i) General with: Roll all seal material with a pneumatic tire roller, a minimum of three coverages, prior to allowing traffic on the surfaced roads. After placement of seal material surfaced roads must be temporary striped and opened to traffic no later than 3 hours after the seal material has been placed and no later than 4:00 p.m. in the evening. Quantities of seal placed daily must be adjusted to accommodate road-opening schedule. A coverage must consist of the number of passes a roller needs to cover the width. A pass must be 1 roller movement parallel to the slurry seal application in either direction. Overlapping passes are part of the coverage being made and are not part of a subsequent coverage. Do not start a coverage until completing the previous coverage. Add to Section 37-3.03D(4)(b) Slurry Seal Thru-traffic lanes must be spread in full lane widths only. Slurry seal must be spread at a rate within the ranges shown in the following table for pounds of dry aggregate per square yard: Slurry Seal Type Location Spread Rate (lb of dry aggregate/ sq yd) Type II1 Full Lane Width 14+/-1 Notes: 1. For slurry seal over asphalt concrete pavement. During slurry seal operations, You are responsible for: 1. Verifying that the slurry seal emulsion being used will allow for rolling within the specified time frame. 2. Adjusting the mixture for changes in weather conditions, as appropriate. Page 204 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 28 3. Sweeping the surface approximately 24 hours and 30 days after placement and as directed by the Engineer. See section 13-7.02 Street Sweeping. 4. Sweeping in such a manner as to remove loosened or shed aggregate particles without damaging the new surface. 39 ASPHALT CONCRETE Add to Section 39-1.0A Summary Contractor must phase milling and pavement operations such that public traffic is not directed to traverse milled surfaces, including remaining asphalt or base material. Contractor must submit phasing plan for review and approval. Paving is not to be done without the inspection of the Engineer. A mechanical tamp is to be used for compacting the base or subgrade and bottom lifts of the AC. A roller is to be used for the top lift of AC. Vibrating Plates are not allowed. Any PCC to be used for pavement must be Class 1 mix per Engineering Standard 6040 General Note B to allow same day AC pave out and immediate traffic use. At each location of roadway repair activity, removal and replacement of existing pavement materials are to be performed on the same working day. Additional AC patch repair areas and extents may be identified by the Engineer. Pavement repair locations must be field verified by the Engineer before the start of work. Pavement restoration must comply with section 39 and 77. Speed humps and speed tables shall be constructed per modified City Standard 7320 as shown in Appendix F. Pavement will be ground 1 ½” prior to construction of spe ed hump, and must be constructed that same day of being ground. AC shall be Type “B” with ½” max aggregate. Add to Section 39-1.02B MATERIALS, Tack Coat All vertical edges to be paved against shall be tack coated. These include, but are not limited to, curb faces, gutter lips, swale edges, cross gutter edges, and asphalt concrete edges. Replace Section 39-1.02F MATERIALS, Reclaimed Asphalt Pavement (RAP) of City Specifications with: Maximum of 15% RAP may be used in the pavement mix for the 1/2" HMA Mix base course of paving operations. The final lift of 1/2" HMA Mix surface course and 1/2” HMA Mix leveling course must use virgin asphalt concrete. Add to Section 39-1.03 HOT MIX ASPHALT DESIGN REQUIREMENTS Mix voids to be targeted at 4.0%. TSR to be minimum 70 in accordance with CTM 371. Page 205 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 29 Replace the first and second sentence of Section 39-1.04F Density Cores with: To determine density for Standard and QC/QA construction process projects, 4- or 6-inch diameter density cores may be required by the Engineer at random locations up to 5 calendar days after placement. Frequency of density cores are at the discretion of the Engineer. DIVISION VII DRAINAGE FACILITIES 71 EXISTING DRAINAGE FACILITIES Add to Section 71-1.03 Construction Contractor shall remove existing storm drain frame and cover and install new custom dimension frame and custom dimension Type 18-8S/24-10S storm drain grate per Caltrans Standard plans D77A & D77B to fit existing infrastructure. Contractor shall modify the existing storm drain inlet to allow for the new frame and cover to fit flush with the finished surface. DIVISION VIII MISCELLANEOUS CONSTRUCTION 73 CONCRETE CURBS AND SIDEWALKS Add to Section 73-1.03 Construction You must meet with the Engineer for an average of 1.5 hours total per ramp to complete the following coordination tasks: 1. Before saw-cutting to agree on the limits of demolition and removal. 2. After formwork is set, to verify that grades meet those stated on the Plans. 3. Upon completion of new curb ramp installation to verify finished grades. Curb ramps have been designed to comply with the current Caltrans Standard Plan detail RSP A88A and City Std. 4440. Field modifications to the design plans, if approved by the Engineer, must meet the dimensional and slope requirements of Standard Plan RSP A88A. When measuring the ADA facility’s dimensions and slopes, consider the required dimension or slope to have been met if the recorded individual measurements comply with the following: x Dimensional measurement does not exceed ½-inch from the dimension shown, i.e. ½-inch less than a minimum dimension, or ½-inch greater than a maximum dimension. x Slope measurement does not exceed 0.2 percent from the slope shown. You must give the City a 24-hour notice for inspection of formwork before pouring the concrete. Page 206 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 30 You must calibrate all levels used in construction at the beginning of each workday. You must ensure that new ramp flowlines do not create any "ponding" areas. You cannot saw-cut and demolish more than 2 corners at any given intersection in order to allow pedestrian travel. Curb ramp spandrel design may vary from Engineering Standards, as directed by the Engineer, in order to accommodate ramp landing. You are responsible for storing existing signs and boxes for reuse. Contractor to replace damaged signs or boxes at no cost to the City. 77 LOCAL INFRASTRUCTURE Add to Section 77-1.01 EXCAVATION AND RESTORATION, GENERAL; Protection and restoration of survey monuments and benchmarks must comply with Section 5-1.26 and 5-1.36. Add Section 77-4.02 MATERIALS: Honeycomb CalTrans 18-8S or 24-10S to be used to replace existing storm drain inlets where called out by plan. Contractor shall field cut new grate to fit and apply two coats of cold galvanized paint to all cut surfaces. New grate shall be installed per CalTrans standard D77B, dimensions per plan. Install Filterexx Stormexx clean catch basin inlet filter, or approved equal. Add Section 77-7 MISC GRADING AND LANDSCAPING WORK: Add Section 77-7.01 GENERAL: If the elevations at the back of newly constructed sidewalk, driveway or curb ramp differ from the existing grade by more than 1”, the contractor shall temporarily remove the existing landscaping, irrigation systems or ground cover, grade to match to back of new construction to the satisfaction of the engineer, then replace the landscaping, irrigation or ground cover. Any plantings, irrigation systems, ornamental ground covers or other items on private property shall be protected or restored during these activities. Temporary Construction Easement Area (bike path area, Appendix D): The Contractor’s restoration responsibilities shall include, but not be limited to: (i) removal of all improvements, equipment or materials within the Temporary Easement Area;· (ii) mounding of the same topsoil which was originally removed in the excavation process, in all areas excavated by the Contractor such that the mounded areas shall settle to the approximate depth of the surrounding surface after the construction activities; (iii) the Page 207 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 31 filling in and repairing of all other portions of the private property which are damaged, rutted or otherwise disturbed as a result of the Contractor’s operations with the same topsoil existing prior to said construction activities as necessary such that all disturbed areas are ready for re-vegetation; (iv) compacting the soil after it is backfilled to a density acceptable to property owner; (v) grading the areas in which the soils were removed and relocated; and (vi) leaving the private property and the Temporary Easement Area in a condition which is clean, free of debris and hazards which may be caused by the Contractor’s activities, and subject to neither, environmental hazards, nor liens caused by the Contractor’s activities. Add Section 77-8 MISC GRADING AND HOT MIX ASPHALT: Add Section 77-8.01 GENERAL, Summary: The contractor shall contact the engineer immediately when the elevations at the back of newly constructed sidewalk, driveway or curb ramp differ from the existing grade by more than 1”, and the adjacent material is a hot mix asphalt driveway or alley, that material shall be removed and replaced to the satisfaction of the engineer and that work will be paid at force account. At least 5 feet of the existing hot mix asphalt facility must be sawcut and removed. The contractor shall then grade between the existing facility and new construction, ensuring slopes do not exceed 15%. Next, prime and place the hot mix asphalt per City standards, ensuring a minimum of 5 inches of HMA. Add Section 77-9 MISC GRADING AND CONCRETE: Add Section 77-9.01 GENERAL: If the elevations at the back of newly constructed sidewalk, driveway or curb ramp differ from the existing grade by more than 1”, and the adjacent material is concrete, that material shall be removed and replaced to the satisfaction of the engineer and that work will be paid at force account. At least 4 feet or the first construction joint of the existing concrete facility must be sawcut and removed. The contractor shall then grade between the existing facility and new construction, ensuring slopes are reasonable for the connecting facility. Concrete shall be Class 3 and 4 inches thick while conforming to City sidewalk details. Add Section 77-10 MISC GRADING AND CONCRETE DRIVEWAYS: Add Section 77-10.01 GENERAL: If the elevations at the back of newly constructed sidewalk, driveway or curb ramp differ from the existing grade by more than 1”, and the adjacent material is a concrete driveway, that material shall be removed and replaced to the satisfaction of the engineer and that work will be paid at force account. Page 208 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 32 At least 4 feet or the first construction joint of the existing concrete facility must be sawcut and removed. The contractor shall then grade between the existing facility and new construction, ensuring slopes are reasonable for the connecting facility. Concrete shall be Class 3, 6 inches thick with reinforcement, and conform to City driveway details. DIVISION IX TRAFFIC CONTROL DEVICES 82 SIGNS AND MARKERS Add to Section 82-1.03 Construction: Parking restriction signs shall be installed prior to bike median installation. Object markers shall be installed on new bike medians within one week of median installation. 84 MARKINGS Add to Section 84-2.01A Summary, Traffic Striping to be applied shall be per Caltrans Standard Plans 2015. Contractor shall install temporary reflective tape to crosswalks near schools and for markings in speed bumps prior to opening to traffic. New crosswalk markings shall not be installed until all crosswalk warning signage and flashing beacon systems (if applicable) are installed and operational. Otherwise, temporary signage must be installed to convey “CROSSWALK CLOSED” to the satisfaction of the engineer. Preformed thermoplastic sheets, cobble pattern, dark brick red color, Ennis-Flint by PPG Traffic Patterns or approved equal. Contractor shall confirm pattern and color prior to installation. Preformed thermoplastic will be allowed only when approved by the Engineer. Preformed thermoplastic will not be allowed for lane line markings. Add to Section 84-2.03C Application of Stripes and Markings: All striping requiring pavement markers (i.e. Detail 9, Detail 37B, etc.) on one-way streets shall be Type C RED-CLEAR RETROREFLECTIVE per Caltrans Revised Standard Plans 2015. Add Section 84-6 BIKE LANE MARKINGS 84-6.01 Bike Lane Coating: Bike lane coating must be SealMaster Color Safe (Appendix E) or approved equal. Page 209 of 375 SPECIAL PROVISIONS SPECIAL PROVISIONS 33 Prior to installation of green bike lane coating, contractor is responsible for noticing adjacent properties to provide advance warning of planned work and potential odors during installation and while the coating cures. Add to Section 84-9.03B REMOVE TRAFFIC STRIPES AND PAVEMENT MARKERS Add to Section 84-9.03B. Not more than five days before the start of roadway surfacing or paving, you must remove existing paint and thermoplastic: 1. Striping 2. Pavement marking 3. Pavement markers Do not paint or seal over existing roadway striping or markings. Existing striping and markings must be obliterated. Extra caution is required at locations with traffic signal loops where pavement markings or striping must be removed. Loops are located just below surface grade. Tie-out bicycle detector symbols prior to removal and coordinate the reinstallation with the Engineer. Replace Section 84-9.04 Full compensation for work specified in Section 84 and applicable Engineering Standards is included in the payment for other bid items unless a bid item of work is shown on the Bid Item List. DIVISION XIII APPENDICES Add 100-1.01 Refer to Appendix A: Form of Agreement Refer to Appendix B: Location Exhibit of Project Funding Signage Refer to Appendix C: School Zones Refer to Appendix D: Easement Deed Refer to Appendix E: Bicycle Lane Coating Refer to Appendix F: Modified City Standard 7320 Road Bump Refer to Appendix G: Project Soils Report Refer to Appendix H: PG&E Construction Sketch Page 210 of 375 APPENDIX APPENDIX APPENDIX A - FORM OF AGREEMENT THIS AGREEMENT, made on _____________, by and between the City of San Luis Obispo, a municipal corporation and charter city, San Luis Obis po County, California (hereinafter called the Owner) and COMPANY NAME (hereinafter ca lled the Contractor). WITNESSETH: That the Owner and the Contractor for the consideration stated herein agree as follows: ARTICLE 1, SCOPE OF WORK: The Contractor shall perform everything required to be performed, shall provide and furnish all of the labor, materials, necessary tools, expendable equipment, and all utility and transportation services required to complete all the work of construction of NORTH CHORRO GREENWAY, SPEC NO. 1000036 in strict compliance with the plans and specifications therefor, including any and all Addenda, adopted by the Owner, in strict compliance with the Contract Documents hereinafter enumerated. It is agreed that said labor, materials, tools, equipment, and services shall be furnished and said work performed and completed under the direction and supervision and subject to the approval of the Owner or its authorized representatives. ARTICLE II, CONTRACT PRICE: The Owner shall pay the Contractor as full consideration for the faithful performance of this Contract, subject to any additions or deductions as provided in the Contract Documents, the contract prices as follows: Item No. Item Unit of Measure Estimated Quantity Item Price (in figures) Total (in figures) 1. 2. 3. BID TOTAL: $ .00 Payments are to be made to the Contractor in compliance with and subject to the provisions embodied in the documents made a part of this Contract. Should any dispute arise respecting the true value of any work omitted, or of any extra work which the Contractor may be required to do, or respecting the size of any payment to the Contractor, during the performance of this Contract, said dispute shall be decided by the Owner and its decision shall be final, and conclusive. Page 211 of 375 APPENDIX APPENDIX ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the following documents, all of which are as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached: 1. Notice to Bidders and Information for Bidders 2. Standard Specifications and Engineering Standards 3. Special Provisions, any Addenda, Plans and Contract Change Orders 4. Caltrans Standard Specifications and Standard Plans 2015 5. Accepted Bid and Bid Bond 6. List of Subcontractors 7. Public Contract Code Sections 10285.1 Statement 8. Public Contract Code Section 10162 Questionnaire 9. Public Contract Code Section 10232 Statement 10. Labor Code Section 1725.5 Statements 11. Bidder Acknowledgements 12. Qualifications 13. Non-collusion Declaration 14. Agreement and Bonds 15. Insurance Requirements and Forms ARTICLE IV INDEMNIFICATION: The Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless City, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with the Contractor’s negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the City. Should conflict of interest principles preclude a single legal counsel from representing both the City and the Contractor, or should the City otherwise find the Contractor’s legal counsel unacceptable, then the Contractor shall reimburse the City its costs of defense, including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation. The Contractor shall promptly pay any final judgment rendered against the City (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement. The Contractor obligations under this section apply regardless of whether such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of the City under any provision of this agreement, the Contractor shall not be required to indemnify and hold harmless the City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In Page 212 of 375 APPENDIX APPENDIX instances where the City is shown to have been actively negligent and where the City’s active negligence accounts for only a percentage of the liability involved, the obligation of the Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of the City. ARTICLE V. It is further expressly agreed by and between the parties her eto that should there be any conflict between the terms of this instrument and the bid of said Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said bid conflicting herewith. IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this year and date first above written. CITY OF SAN LUIS OBISPO A Municipal Corporation __________________________________ Derek Johnson, City Manager APPROVED AS TO FORM CONTRACTOR: Name of Company ________________________________ By:________________________________ J. Christine Dietrick City Attorney Name of CAO/President Its: CAO/PRESIDENT (2nd signature required if Corporation): By:________________________________ Name of Corporate Officer Its: ____________________ Page 213 of 375 APPENDIX APPENDIX APPENDIX B – LOCATION EXHIBIT OF PROJECT FUNDING SIGNAGE Page 214 of 375 GREEN WAY GREENWAYGREEN WAY7+858+009+00NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.1 PISTACIA CHINENSIS N 2305450.5827 E 5763811.81542 PISTACIA CHINENSIS N 2305437.1832 E 5763790.74963 QUERCUS TOMENTELLA N 2305427.6409 E 5763825.50424 PISTACIA CHINENSIS N 2305403.8733 E 5763804.45045 PISTACIA CHINENSIS N 2305399.3341 E 5763827.97056 PISTACIA CHINENSIS N 2305376.5893 E 5763824.11317 QUERCUS TOMENTELLA N 2305360.4987 E 5763866.74448 PISTACIA CHINENSIS N 2305380.4443 E 5763884.28749 PISTACIA CHINENSIS N 2305360.3579 E 5763895.102810 PISTACIA CHINENSIS N 2305341.6609 E 5763884.109411 PISTACIA CHINENSIS N 2305325.4696 E 5763901.274512 PISTACIA CHINENSIS N 2305343.3025 E 5763913.874813 QUERCUS TOMENTALLA N 2305361.9701 E 5763919.004414 QUERCUS TOMENTELLA N 2305399.6802 E 5763923.296615 QUERCUS TOMENTELLA N 2305379.3538 E 5763943.674916 QUERCUS TOMENTELLA N 2305347.4450 E 5763943.052917 QUERCUS TOMENTELLA N 2305360.9060 E 5763965.520018 QUERCUS TOMENTELLA N 2305341.7601 E 5763987.664319 QUERCUS TOMENTELLA N 2305319.1605 E 5764009.3350TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARCH IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 10000360feet401" - 20'2060FERRINI [7+85 - 9+05]1" = 20' HORIZONTAL SCALELP101PROPOSED TREECOORDINATE LOCATIONSHIGHWAY 1 / N.SANTA ROSAHIGHL A N D D RI VELANDSCAPE PLANPOINTDESCRIPTIONNORTHINGEASTINGCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARCH IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 1000036CALTRANS ROWPROTECT EXISTING CITY IRRIGATIONSYSTEM DURING CONSTRUCTIONFERRINI ROADN.CHORRO ROADCITY PROJECT SIGN,PROTECT IN PLACEMMMMJC11/11/2022CITY PROJECT SIGN,SIGN,PROTECT IN PLACEOTECT INPage 215 of 375 FOOTHILL BLVDSSSSSSSSSSSSSSSSS21+0012+0013+00 10+0011+0012+0013+0014+0015+0015+6911+0012+00 NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.BENCHTRASH RECEPTACLEPLANTER BOX AND PLANT PALETTE NUMBER4B20 PISTACIA CHINENSIS N 2303924.6434 E 5763849.466221 PISTACIA CHINENSIS N 2303923.9319 E 5763872.952822 PISTACIA CHINENSIS N 2303923.4638 E 5763896.280523 PISTACIA CHINENSIS N 2303919.2343 E 5763940.005424 LAGERSTROEMIA INDICA `RED` N 2303780.4088 E 5763908.193325 LAGERSTROEMIA INDICA `RED` N 2303759.5473 E 5763907.234026 LAGERSTROEMIA INDICA `RED` N 2303705.1542 E 5763905.114227 LAGERSTROEMIA INDICA `RED` N 2303658.1667 E 5763904.005428 LAGERSTROEMIA INDICA `RED` N 2303637.8371 E 5763904.142929 PLATANUS RACEMOSA N 2303576.4646 E 5763900.029330 LAGERSTROEMIA INDICA `RED` N 2303550.1528 E 5763899.180531 LAGERSTROEMIA INDICA `RED` N 2303529.8231 E 5763899.318132 LAGERSTROEMIA INDICA `RED` N 2303522.3489 E 5763875.9174TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.GRANT DEED AND ROW AGREEMENT1.Deed Section 2 - Restoration of Grantor Property: Contractor to restore areas impacted by construction within theTemporary Easement Area located on the Church of Jesus Christ of Latter-day Saints ("Grantor") property topre-construction condition upon completion of construction activities. This includes, but is not limited to removal of allequipment and materials; repair of any damage; and replacement of topsoil, vegetation, mulch, etc.2.Deed Section 5.3 - Use of Easement Area: Contractor shall not carry out any activities that create nuisances or poserisks to the Grantor, including but not limited to noises, odors, light, dust, smoke, gases, light, vibration, risk of fire,explosion, or hazardous materials.3.ROW Agreement - Section E: Contractor to reinstall the 6’ high metal security fence, or a comparable replacementfence, along Foothill Boulevard and for the length of the property line between the Grantor's property and the newEasement Area.4.ROW Agreement - Section E: As part of the construction project, the Contractor plant eight trees within the TemporaryConstruction Easement located on the Grantor’s property.5.Contractor to comply with the full requirements described in the Deed and Right of Way Agreement, which areprovided as an attachment to the Bid Documents.BIORETENTION PLANTING NOTES1.TREES SHALL BE LOCATED AT LEAST 2.5 FEETFROM FACE OF CURB.2.TREES SHALL BE LOCATED AT LEAST 5 FEETFROM BIORETENTION AREA INLETS ANDBACK FROM CONVEYANCE CHANNELS TOAVOID SCOURING OF ROOT BALLS.3.DO NOT PLANT GRASSES OR SHRUBS INFRONT OF CURB CUT INLETS, WHERE THEYWILL BLOCK CONVEYANCE FROM ENTERINGBIORETENTION PLANTER.4.BIORETENTION AREAS RECEIVE COMPOSTMULCH, NOT BARK MULCH, PER PLANS ANDSPECIFICATIONS.CITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARC H IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 10000360feet401" = 20'2060BIKE PATH [10+00 - 15+32]1" = 20' HORIZONTAL SCALELP102ALL TREES LOCATED WITHINCONSTRUCTION EASEMENT WILLBE MAINTAINED AND IRRIGATEDBY LDS CHURCHTRASH CONTAINER PERCITY STANDARDSDETAIL #9060PUBLIC RIGHT OF WAYBENCH PER CITYSTANDARDSDETAIL #9040EXISTING TREE LOCATEDWITHIN CONSTRUCTIONEASEMENT TO PROTECT(TYPICAL)3CMU PILASTER2METAL PICKET FENCELEGENDLANDSCAPE PLANPROPOSED TREECOORDINATE LOCATIONSPOINTDESCRIPTIONNORTHINGEASTINGPROVIDE CONNECTION TOEXISTING FENCE (SEE CIVILFOR FENCE DEMOLITIONLIMITS)PROVIDE CONNECTION TOEXISTING FENCE (SEE CIVILFOR FENCE DEMOLITIONLIMITS)FOOTHILL BLVDRAMONA DRTREES TO BE REMOVED (TYPICAL), PER CIVIL PLANSCITY PROJECT SIGN,PROTECT IN PLACEMMMMJC11/11/2022CITY PROJECT SIGN,IGN,PROTECT IN PLACEOTECT INPage 216 of 375 SD X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X PRIVATE PARCELAPN: 002-295-002PRIVATE PARCELAPN: 002-292-025PRIVATE PARCELAPN: 002-293-015PRIVATE PARCELAPN: 002-292-03127+0028+0029+0030+0031+0032+0010+00SD X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X PRIVATE PARCELAPN: 002-295-002PRIVATE PARCELAPN: 002-292-025PRIVATE PARCELAPN: 002-293-015PRIVATE PARCELAPN: 002-292-03127+0028+0029+0030+0031+0032+0010+00BIORETENTION PLANTING NOTES1.TREES SHALL BE LOCATED AT LEAST 2.5 FEETFROM FACE OF CURB.2.TREES SHALL BE LOCATED AT LEAST 5 FEETFROM BIORETENTION AREA INLETS ANDBACK FROM CONVEYANCE CHANNELS TOAVOID SCOURING OF ROOT BALLS.3.DO NOT PLANT GRASSES OR SHRUBS INFRONT OF CURB CUT INLETS, WHERE THEYWILL BLOCK CONVEYANCE FROM ENTERINGBIORETENTION PLANTER.4.BIORETENTION AREAS RECEIVE COMPOSTMULCH, NOT BARK MULCH, PER PLANS ANDSPECIFICATIONS.BIORETENTION PLANTING NOTES1.TREES SHALL BE LOCATED AT LEAST 2.5 FEETFROM FACE OF CURB.2.TREES SHALL BE LOCATED AT LEAST 5 FEETFROM BIORETENTION AREA INLETS ANDBACK FROM CONVEYANCE CHANNELS TOAVOID SCOURING OF ROOT BALLS.3.DO NOT PLANT GRASSES OR SHRUBS INFRONT OF CURB CUT INLETS, WHERE THEYWILL BLOCK CONVEYANCE FROM ENTERINGBIORETENTION PLANTER.4.BIORETENTION AREAS RECEIVE COMPOSTMULCH, NOT BARK MULCH, PER PLANS ANDSPECIFICATIONS.60 PLATANUS RACEMOSA N 2300479.8982 E 5765819.916561 AESCULUS CALIFORNICA N 2300214.1416 E 5765907.438862 AESCULUS CALIFORNICA N 2300198.0370 E 5765920.462260 PLATANUS RACEMOSA N 2300479.8982 E 5765819.916561 AESCULUS CALIFORNICA N 2300214.1416 E 5765907.438862 AESCULUS CALIFORNICA N 2300198.0370 E 5765920.4622NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.EXISTING SHRUB/TREE TO BEREMOVEDEXISTING TREE TO REMAINEXISTING SHRUB/TREE TO BEREMOVEDEXISTING TREE TO REMAIN1. APPROXIMATE LOCATION OF SHRUBS/TREES TO BE REMOVEDSHOWN ON PLAN. REMOVE ROOTS PER SPECIFICATIONS.2. SHRUBS/TREES TO BE REMOVED WILL BE TAGGED IN THE FIELDBY PROJECT ARBORIST. CONTRACTOR TO PROVIDELANDSCAPE ARCHITECT WITH 72 HOURS NOTICE, TOSCHEDULE ARBORIST TAGGING.3. CONTRACTOR TO RAISE CROWN ON EXISTING TREES TOREMAIN AS FOLLOWS:3.1. 20' TREES OR SMALLER - REMOVE LIMBS UP TO 8'3.2. TREES 20' TO 30' TALL - REMOVE LIMBS UP TO 10'3.3. TREES OVER 30' TALL - REMOVE LIMBS UP TO 12'EXISTING TREES AND SHRUBS1. APPROXIMATE LOCATION OF SHRUBS/TREES TO BE REMOVEDSHOWN ON PLAN. REMOVE ROOTS PER SPECIFICATIONS.2. SHRUBS/TREES TO BE REMOVED WILL BE TAGGED IN THE FIELDBY PROJECT ARBORIST. CONTRACTOR TO PROVIDELANDSCAPE ARCHITECT WITH 72 HOURS NOTICE, TOSCHEDULE ARBORIST TAGGING.3. CONTRACTOR TO RAISE CROWN ON EXISTING TREES TOREMAIN AS FOLLOWS:3.1. 20' TREES OR SMALLER - REMOVE LIMBS UP TO 8'3.2. TREES 20' TO 30' TALL - REMOVE LIMBS UP TO 10'3.3. TREES OVER 30' TALL - REMOVE LIMBS UP TO 12'EXISTING TREES AND SHRUBSLEGENDPLANTER BOX AND PLANT PALETTE NUMBER4BLEGENDPLANTER BOX AND PLANT PALETTE NUMBER4BCITY SPECIFICATION NO.DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAYAS NOTEDNOVEMBER 11, 20221417-05-CU21LICENSED LANDSCAPE ARCH IT E C T S TATE OF CALIFORNIA5/31/23MELANIE MILLS NO. 539 4 10000360feet401" = 20'2060CHORRO [26+50 - 33+25]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE PREVIOUS SHEETLP107LANDSCAPE PLAN5B4B6B5B4B6B4B5B4B5B4B6B4B4B6B4B5B4B5B4B6B5BREMOVE EXISTING CALTRANSSECURITY FENCE TO TIE INPOINT SHOWN (TYPICAL)CHORRO STREETREMOVE EXISTINGCALTRANS SECURITYFENCE TO TIE ENDPOINT SHOWN (TYPICAL)TIE INTO EXISTING CALTRANS FENCE5B4B6B6B4B1HIGH CURBPROPOSED TREECOORDINATE LOCATIONS1HIGH CURBCHAINLINK FENCE AND GATES PERCALTRANS REVISED STANDARD PLANCRS A-85 - 6' HIGH, 3' LENGTH (TYPICAL)TIE INTO EXISTING CALTRANS FENCEPOINTDESCRIPTIONNORTHINGEASTINGWALNUT STREETART FENCE MOUNTED ON HIGH CURBBETWEEN BRIDGE COLUMNS - BY OTHERSNOT IN THIS CONTRACT (TYPICAL)EXISTING TREES - RAISE CROWN PER NOTES (TYPICAL)PLANTER BOXES IN BIKEWAY MEDIANS,LOCATIONS AND QUANTITIES PER CIVIL PLANS.EXISTING SHRUBS/TREES TO REMOVE PERNOTES (TYPICAL)BEGIN TRANSITION OF CURB HEIGHTDOWN TO 6" OVER 10'BEGIN TRANSITION OF CURB HEIGHTDOWN TO 6" OVER FINAL 15'CHAINLINK FENCE AND GATES PERCALTRANS REVISED STANDARD PLANCRS A-85 - 6' HIGH, 3' LENGTH (TYPICAL)CHAIN LINK FENCE GATE, TYPICALCALTRANS ROWCALTRANS R O W CALTRANS ROW CALTRANS R O WCITY PROJECT SIGN, PROTECT IN PLACEBEGIN TRANSITION OF CURB HEIGHTDOWN TO 6" OVER FINAL 10'TIE INTO EXISTING CALTRANS FENCEMMMMJC11/11/2022BEGIN TRANSITION OF CURB HEIGHTDOWN TO 6" OVER FINAL 10'6B4B6BPLACE BARK MULCH IN AREA WHERE SIDEWALK ISREMOVED, TYPE AND DEPTH PER SPECIFICATIONS(SEE CIVIL PLANS FOR LIMITS OF WORK)5BCCCCITY PROJECT SIGN, PROTECT IN PLACEOJECT SIGN, PROTECT INPage 217 of 375 APPENDIX APPENDIX APPENDIX C – SCHOOL ZONES Page 218 of 375 PUBLIC WORKS DEPARTMENT919 Palm Street, San Luis Obispo, CA 93401CERRO SAN LUIS NEIGHBORHOOD GREENWAYSCHOOL ZONES0SCALE IN FEET1500LIST OF SCHOOLS1. PACHECO ELEMENTARY SCHOOL2. MISSION COLLEGE PREPARATORYCATHOLIC HIGH SCHOOL21Page 219 of 375 APPENDIX APPENDIX APPENDIX D ̽̽ EASEMENT DEED Page 220 of 375 Page 221 of 375 Page 222 of 375 Page 223 of 375 Page 224 of 375 Page 225 of 375 Page 226 of 375 Page 227 of 375 Page 228 of 375 Page 229 of 375 Page 230 of 375 Page 231 of 375 Page 232 of 375 APPENDIX APPENDIX APPENDIX E – BICYCLE LANE COATING Page 233 of 375 PRODUCT DESCRIPTION Safe Ride Bicycle Lane Coating is a 100% Acrylic Self- Crosslinking Polymer Emulsion designed as a highly durable pavement color coating. Safe Ride is fortified with specifically graded aggregate providing a textured surface for slip-resistance and added durability. Safe Ride bicycle lane coating meets the Manual on Uniform Traffic Control Devices (MUTCD) requirements for Green color night time and day time chromaticity ratings. Safe Ride is a single component ready-to-apply product. USES Safe Ride is primarily designed for bicycle lanes on asphalt streets and roads. Safe Ride provides a Safe Zone for bicyclists on city streets and other high traffic roadways. Product Data Characteristics Requirement Resin Cross-linking Acrylic % Solids by Weight >74% % Solids by Volume >60% Weight per Gallon 13.5 lbs./gal ± .5 lb. % Non-reactive Fillers <38% % Silica Sand >15% Volatile Organic Compounds (VOC) <50 grams per liter Boiling Range Above 212°F Vapor Density Heavier than Air Flashpoint ASTM D3278 >450°F Viscosity @ 70°F (20°C) 90-120 KU Dry mil thickness per coat 20 to 25 mils Recommended Number of Coats 2-3 coats Dry Time (to re-coat) @ 50°F (10°C) @ 50% RH 45 minutes Dry Time (to re-coat) @ 90°F (32°C) @ 50% RH 25 minutes 85% Cure (for traffic) @ 50°F (10°C) @ 50% RH 5 to 7 hours 85% Cure (for traffic) @ 90°F (32°C) @ 50% RH 1 to 3 hours ASTM 2486 Scrub Resistance (25 dry mils) 50% applied as a per manufacturers specifications 6000 cycles to max loss of 50% coating Dry mil build thickness per coat 20 to 25 mils Temp. limits for service (of cured material) -40°F to 150°F Friction with locked wheeled tester at 30 mph >50 FN30R Pedestrian Friction ASTM E303 British Pendulum >75 BPN COVERAGE Typically one gallon of Safe Ride Bicycle Lane Coating will cover approximately 50 square feet per coat. Two to three coats are recommended for optimum durability and performance. SURFACE PREPARATION Surface must be clean and free from all loose material, dirt, grease, and oil. COLOR Bright green. Meets the Manual on Uniform Traffic Control Devices (MUTCD) requirements for Green color night time and day time chromaticity ratings. APPLICATION EQUIPMENT Spraying is the preferred method of application. A textured spray unit is recommended. Safe Ride can also be applied by brush or roller. MIXING PROCEDURES Safe Ride is ready to use. Stir material thoroughly before applying. APPLICATION For optimum performance and durability, apply a minimum of two coats of Safe Ride Bicycle Lane Coating. Allow first coat to dry thoroughly before applying second coat. A third coat of Safe Ride may be applied in high traffic/high wear areas for added durability. PROTECT CONTAINERS FROM FREEZING WARRANTY AND DISCLAIMER The statements made on this specification sheet are believed to be true and accurate and are intended to provide a guide for approved application practices. As workmanship, weather, construction, condition of pavement, tools utilized, and other variables affecting results are all beyond our control, the manufacturer warrants only that the material conforms to product specifications and any liability to the buyer or user of this product is limited to the replacement value of the product only. The manufacturer expressly disclaims any implied warranties of merchantability or fitness for a particular purpose. Warranty is void on multi-coat applications if material made by other manufacturers is used with this product. SMT-158 REVISED 12/13/16 Technical Data Sheet SAFE RIDE Bicycle Lane Coating Phone: 1-800-395-7325 www.sealmaster.net Page 234 of 375 APPENDIX APPENDIX APPENDIX F – MODIFIED CITY STANDARD 7320 ROAD BUMP Page 235 of 375 IWIW PD[DJJUHJDWH Page 236 of 375 APPENDIX APPENDIX APPENDIX G ̽̽ PROJECT SOILS REPORT Page 237 of 375 GEOTECHNICAL ENGINEERING REPORT ANHOLM NEIGHBORHOOD GREENWAY SAN LUIS OBISPO, CALIFORNIA November 12, 2021 Prepared for Mr. Scott Yoshida Prepared by Earth Systems Pacific 4378 Old Santa Fe Road San Luis Obispo, CA 93401 Copyright © 2021 Page 238 of 375 ii November 12, 2021 FILE NO.: 304833-001 Mr. Scott Yoshida RRM Design Group 3765 South Higuera, Suite 102 San Luis Obispo, California 93401 PROJECT: ANHOLM NEIGHBORHOOD GREENWAY SAN LUIS OBISPO, CALIFORNIA SUBJECT: Geotechnical Engineering Report and Infiltration Test Results Dear Mr. Yoshida: This geotechnical engineering report has been prepared for use in the development of plans and specifications for the proposed roadway reconstruction at the 800 block of Chorro Street, the new bike path between Foothill Boulevard and Ramona Drive, the new sidewalk at the north end of Chorro Street, and infiltration facilities including pervious curb. The infiltration facilities are planned near the intersection of Ferini Road and Foothill Boulevard, Ramona Drive and Broad Street, near and along Mission Street, and along Chorro Street between Walnut and Lincoln Streets. Preliminary recommendations for exterior pedestrian flatwork, hot mix asphalt pavements, retaining walls, drainage and maintenance, and observation and testing are presented to guide the development of project plans and specifications. Results of Low Impact Development (LID) infiltration testing are also included for your use in assessing the infiltration potential in the test areas. One electronic copy and one bound copy have been provided to you. Additional electronic copies have also been distributed to those mentioned below. We appreciate the opportunity to have provided services for this project and look forward to working with you again in the future. If there are any questions concerning this report, please do not hesitate to contact the undersigned. Sincerely, Earth Systems Pacific Robert Down, PE Aileen Flynn, EIT Principal Engineer Staff Engineer Doc. No.: 2111-062.SER/pm Page 239 of 375 iii TABLE OF CONTENTS Cover Letter ................................................................................................................. ii 1.0 INTRODUCTION AND SITE SETTING ............................................................................. 1 2.0 SCOPE OF SERVICES ..................................................................................................... 1 3.0 FIELD INVESTIGATION ................................................................................................. 2 4.0 LABORATORY ANALYSIS............................................................................................... 4 5.0 GENERAL SUBSURFACE PROFILE ................................................................................. 5 6.0 CONCLUSIONS ............................................................................................................. 5 7.0 PRELIMINARY GEOTECHNICAL RECOMMENDATIONS ................................................. 6 Site Preparation........................................................................................................... 7 Grading ........................................................................................................................ 7 Utility Trenches ........................................................................................................... 9 Exterior Pedestrian Flatwork ..................................................................................... 10 Retaining Walls .......................................................................................................... 11 Pavements ................................................................................................................. 14 Drainage and Maintenance ....................................................................................... 16 Observation and Testing ........................................................................................... 17 8.0 CLOSURE.................................................................................................................... 19 TECHNICAL REFERENCE LIST .................................................................................................. 20 APPENDIX A APPENDIX B APPENDIX C APPENDIX D APPENDICES Figure 1 – Site Vicinity Map Figure 2 – Exploration Location MapƐ Boring Log Legend Boring Logs Infiltration Test Results Laboratory Test Results Typical Detail A: Pipe Placed Parallel to Foundations Page 240 of 375 Anholm Neighborhood Greenway November 12, 2021 San Luis Obispo, California 304833-001 1 2111-062.SER 1.0 INTRODUCTION AND SITE SETTING The proposed improvements will consist of roadway and pedestrian path upgrades associated to the Anholm Neighborhood Greenway Project, located along the alignment running from Chorro Street at the intersection of Highland Drive to the intersection of Chorro Street and Monterey Street. Addressed developments include the roadway reconstruction at the 800 block of Chorro Street, the new bike path between Foothill Boulevard and Ramona Drive, the new sidewalk and associated retaining wall at the north end of Chorro Street, and infiltration facilities including pervious curb. We anticipate the new bike path and road reconstruction will be surfaced with Hot Mix Asphalt (HMA). Other site improvements consist of exterior pedestrian flatwork, vehicular pavement, relocation of underground utilities, site retaining walls, stormwater control measures (SCMs) including bioswales, pervious concrete gutters, and shallow subterranean basins, and landscaping. The site is located in San Luis Obispo at multiple locations running along the alignment of the Anholm Neighborhood Greenway Project, as shown in Figure 1 – Exploration Location Map in Appendix A. The majority of the project area is roadway and pedestrian paths, excluding the proposed bike path location between Foothill Boulevard and Ramona Drive. The proposed bike path is located in an undeveloped area covered in grasses. Grading for the project is expected to include cuts and fills up to 3 feet. 2.0 SCOPE OF SERVICES The scope of work for this geotechnical engineering investigation included the following: a general site reconnaissance, subsurface exploration and infiltration testing, laboratory testing of selected samples, geotechnical evaluation of the data collected, and the preparation of this report. This report and recommendations are intended to comply with the considerations of Sections 1803.1 through 1803.6, J104.3 and J104.4, as applicable, of the 2019 California Building Code (CBC) and common geotechnical engineering practice in this area under similar conditions at this time. The test procedures were accomplished in general conformance with the standards noted, as modified by common geotechnical engineering practice in this area under similar conditions at this time. Page 241 of 375 Anholm Neighborhood Greenway November 12, 2021 San Luis Obispo, California 304833-001 2 2111-062.SER Preliminary geotechnical engineering recommendations for site preparation, grading, utility trenches, foundations, exterior pedestrian flatwork, retaining walls, vehicle pavements, drainage and maintenance, and observation and testing are presented to guide the development of project plans and specifications. As there may be geotechnical issues yet to be resolved, the geotechnical engineer should be retained to provide consultation as the design progresses, and to review project plans as they near completion to assist in verifying that pertinent geotechnical issues have been addressed and to aid in conformance with the intent of this report. It is our intent that this report be used exclusively by the client to form the geotechnical basis of the design of the project and in the preparation of plans and specifications. Application beyond this intent is strictly at the user’s risk. This report does not address issues in the domain of contractors such as, but not limited to, site safety, loss of volume due to stripping of the site, shrinkage of soils during compaction, excavatability, dewatering, temporary slope angles, construction means and methods, etc. Analyses of aerial or site geology, or of the soil for corrosivity, radioisotopes, asbestos (either naturally occurring or in man-made products), lead or mold potential, hydrocarbons, or chemical properties is beyond the scope of this report. Any ancillary features such as flag or light poles, temporary access roads, and non-structural fills, or other improvements not addressed herein are not within our scope and are also not addressed. In the event that there are any changes in the nature, design, or location of improvements, or if any assumptions used in the preparation of this report prove to be incorrect, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and the conclusions of this report modified or verified by the geotechnical engineer in writing. The criteria presented in this report are considered preliminary until such time as any peer review or review by any jurisdiction has been completed, conditions have been observed by the geotechnical engineer in the field during construction, and the recommendations have been verified as appropriate, or modified by the geotechnical engineer in writing. 3.0 FIELD INVESTIGATION Geotechnical Borings The geotechnical field investigation consisted of one boring dr illed on September 22, 2021, within the proposed bike path area between Foothill Boulevard and Ramona Drive to a maximum depth of 11.5 feet below the existing ground surface (bgs). The boring was drilled with a Mobile Drill Page 242 of 375 Anholm Neighborhood Greenway November 12, 2021 San Luis Obispo, California 304833-001 3 2111-062.SER Model B-53 truck-mounted drill rig, equipped with 6-inch outside diameter hollow stem auger and an automatic trip hammer for sampling. The approximate locations of the borings are shown on Figure 2 – Exploration Location Map in Appendix A. Soil samples were obtained from the borings using a 2-inch outside diameter ring- lined barrel sampler (ASTM D 3550-01/07 with shoe similar to D 2937-10) and bulk soil samples obtained from the auger cuttings. After sampling was complete, the borings were backfilled with the auger cuttings. Soils encountered in the borings were categorized and logged in general accordance with the Unified Soil Classification System and ASTM D 2488-09a. Where bedrock was encountered, its properties were described based upon observation of ring and/or Standard Penetration Test samples, observation of the auger cuttings, the effort required to drill into the bedrock, and the effort required to drive samplers into the bedrock. Copies of the current boring logs and a Boring Log Legend are included in Appendix A. In reviewing the boring logs and legend, the reader should recognize that the legend is intended as a guideline only, and there are a number of conditions that may influence the soil characteristics as observed during drilling. These include, but are not limited to, the presence of cobbles or boulders, cementation, variations in soil moisture, presence of groundwater, and other factors. It should also be noted that the descriptions of bedrock must span a much wider range of density and strength characteristics than soil and are relative to other bedrock strata. For example, fractured and weathered bedrock may be described as “soft,” yet it will be considerably harder than almost any type of soil. Conversely, a clay soil may be described as “hard,” however it will not be nearly as hard as even “soft” bedrock such as the sandstone encountered on this site. Consequently, the logger must exercise judgment in interpreting the subsurface characteristics, possibly resulting in soil and bedrock descriptions that vary somewhat from the legend. Infiltration Testing Ten infiltration test borings were drilled using the truck-mounted Mobile Drill Model B-53 rig. After drilling was competed, a 2-inch diameter perforated pipe was installed in each of the infiltration test borings and the annular spaces around the pipes were filled with gravel. After testing was complete, borings were backfilled with auger cuttings. The approximate locations of the infiltration test borings are shown on Figure 2 – Exploration Location Map in Appendix A. Soils encountered in the borings were categorized and logged in general accordance with the Unified Page 243 of 375 Anholm Neighborhood Greenway November 12, 2021 San Luis Obispo, California 304833-001 4 2111-062.SER Classified Soil Classification System and ASTM D 2488-09a. Copies of the infiltration boring logs and a Boring Log Legend are included in Appendix A. Infiltration testing was performed in general accordance with t he methods developed by this firm in cooperation with the Central Coast Low Impact Development Initiative (ESP 2013). Initially, testing consisted of introducing water into each of the test borings to just below existing grade. This water level was then maintained at constant head for 30 minutes. After the 30-minute period, the water was shut off and the amount of water introduced into each of the test borings was recorded. Readings of the change in water level were then recorded at various time intervals over periods ranging from approximately 2 to 8 hours. Following testing, the pipes were removed, and the test borings were backfilled with on-site soil. The LID infiltration test results are attached in Appendix B. Constant head infiltration testing resulted in introducing 0 to 2 gallons of water over a period of 30 minutes. Falling head test results ranged generally ranged from 1 to 4 inches per hour near the end of the tests in tests 1 and 2, from 0 to 0.5 inches per hour near the end of the tests in tests 3 through 8, and from 2.5 to 16 inches per hour near the end of the tests in tests 9 and 10. Tests 3 and 4 were run approximately 3 feet bgs due to a layer of sand over the native material and to get true infiltration results. The test results indicate slow to moderate rates of infiltration with variation from each location tested. The test results only indicate the infiltration rates at the specific locations tested and under specific conditions. Sound engineering judgment should be exercised in extrapolating the test results for other conditions or locations. Technical design references vary in methods they present for using these types of test results. However, most references include reduction, safety, and/or correction factors for several parameters including, but not limited to, size of the LID system relative to the test volume, number of tests conducted, variability in the soil profile, anticipated silt loading, anticipated biological buildup, anticipated long-term maintenance, and other factors. Typically, in aggregate these factors range from about 2.5 to 50 depending upon the method used. The final determination of the means by which these data are used is left to the design engineer. 4.0 LABORATORY ANALYSIS Selected samples from the current borings were tested in our laboratory for bulk density (ASTM D 2937-17, modified for ring liners) and moisture content (ASTM D 2216-10), expansion index (ASTM D 2937-19), maximum density and optimum moisture content (ASTM D 1557-12 Modified), and resistance R-Value (ASTM D 2844-94). The geotechnical laboratory test results for our investigation are presented in Appendix C. Page 244 of 375 Anholm Neighborhood Greenway November 12, 2021 San Luis Obispo, California 304833-001 5 2111-062.SER 5.0 GENERAL SUBSURFACE PROFILE Our investigation has been divided into 3 project sites. Please refer to the Exploration Location Map in Appendix A for boring locations. Based upon our investigation, project Sites 1 and 2 are underlain by alluvium. Boring 1 showed alluvium extending to depths of approximately 9 feet. The alluvial deposit consists of clayey material with varying amounts of sand and gravel. The alluvium is underlain with bedrock of the Franciscan Mélange geologic unit. Infiltration borings in Sites 1 and 3 encountered similar soils to Boring 1. Infiltration borings at Site 2 was underlain by an imported sand layer overlying native clayey material seen at the other sites. Groundwater was not encountered during our investigation. Please refer to the Boring Logs in Appendix A for a more detailed description of the subsurface conditions encountered in the subsurface investigations performed by this firm at the site. 6.0 CONCLUSIONS In our opinion, the site is suitable, from a geotechnical engineering standpoint, for the proposed development discussed in the “Introduction and Site Setting” section of the report, provided the recommendations contained herein are implemented in the design and construction. In our opinion, the primary geotechnical engineering concerns at the site are the potential for seismic shaking and soil expansion potential. Erosion potential is also discussed below. Strong Seismic Shaking The site is in a region of high seismic activity with the poten tial for large seismic events that could generate strong ground shaking. The CBC requires that seismic loads be considered in structural design. A seismic analysis was undertaken to provide seismic acceleration design parameters; the results are presented in the “Foundations” section of this report for use by others in the structural design process. The 2010 ASCE 7 method with 2013 updates available on the Structural Engineers Associate of California (SEAOC) Seismic Design Map Tool website (SEAOC, 2021) was used for the seismic analysis. The risk category for buildings and structures is assigned by others in accordance with CBC Table 1604.5; however, based on our current understanding of the project, we selected Risk Category II for our analysis. Based upon the subsurface conditions encountered during our subsurface investigation, Site Class “D”, “Stiff Soil,” was used. A general ground motion seismic analysis was performed, assuming that Exception 2 listed in Section 11.4.8 (ASCE, 2017) will apply to the project. We also provided seismic parameters if the Simplified Lateral Force Analysis Procedure from Section 12.14.8 (ASCE, 2017) will be used in structural design. Page 245 of 375 Anholm Neighborhood Greenway November 12, 2021 San Luis Obispo, California 304833-001 6 2111-062.SER Expansive Soils Several expansion index tests performed on samples of the surficial alluvium produced expansion index values of 43. Per CBC 1803.5.3, soils encountered at the site are considered to be expansive. Using the terminology typically associated with the ASTM test method for expansion, the soils are generally considered to have “low” expansion potential. Expansive soils tend to swell with seasonal increases in moisture and shrink during the dry season as subsurface moisture decreases. The volume changes that these materials undergo in this cyclical pattern can stress and damage slabs and foundations if precautionary measures are not incorporated into the design and construction procedures. Recommendations for reducing the potential for movement of the proposed improvements including deepening foundations, non-expansive fill placement, and moisture conditioning are provided in the following sections. Erosion Potential The site soils are considered to have a high potential to erosion; caution should be exercised to protect the soil from erosion during and following construction. 7.0 PRELIMINARY GEOTECHNICAL RECOMMENDATIONS These recommendations are applicable for the improvements as described in the “Introduction and Site Setting” section of this report. If locations or elevations change, or if improvements not previously mentioned are included, the geotechnical engineer should be contacted for revised recommendations. Unless otherwise noted, the following definitions are used in the recommendations presented below. Where terms are not defined, definitions commonly used in the construction industry are intended. x HMA Areas: The footprint of the HMA. If the aggregate base extends beyond the limits of the HMA, the HMA area includes the entire area of the aggregate base. x Flatwork Areas: The areas within and extending a minimum of 1 foot beyond the limits of exterior pedestrian flatwork. x Site Retaining Wall Foundation Area: The area from the heel of the wall footing to 2 feet beyond the toe of the footing. x Grading Area: The entire area to be graded for construction of site retaining wall areas, HMA areas, and areas where fill will be placed or surface improvements constructed. Page 246 of 375 Anholm Neighborhood Greenway November 12, 2021 San Luis Obispo, California 304833-001 7 2111-062.SER x Finish Grade: Elevations as shown on the grading plan. x Existing Grade: The elevation that existed as of the date of this report. x Scarified: Plowed or ripped in two orthogonal directions to a depth of not less than 8 inches. x Moisture Conditioned: Soil moisture content adjusted to optimum moisture content, or just above, prior to application of compactive effort. x Compacted/Recompacted: Soils placed in level lifts not exceeding 8 inches in loose thickness and compacted to a minimum of 90 percent of maximum dry density. The standard tests used to establish maximum dry density and field density should be ASTM D 1557-12 and ASTM D 6938-17, respectively, or other methods acceptable to the soils engineer and jurisdiction. Site Preparation 1. The ground surface in the grading area should be prepared for construction by removing existing improvements, vegetation, debris, and other deleterious materials. Any existing utility lines that will not remain in service should be either removed or abandoned. The appropriate method of utility abandonment will depend upon the type and depth of the utility. Recommendations for abandonment during construction can be made as necessary. 2. Voids created by the removal of materials or utilities described above should be called to the attention of the geotechnical engineer. No fill should be placed unless the underlying soil has been observed by the geotechnical engineer. Grading 1. Following site preparation, the existing soils within the retaining wall foundation areas should be removed to a level plane at a minimum of 2 feet below planned bottom-of- footing elevation, or 2 feet below existing grade, whichever is deeper. The exposed surfaces should then be scarified, moisture conditioned and recompacted. 2. Following site preparation, exterior pedestrian flatwork areas and vehicular pavement areas should be overexcavated to a depth of 1 foot below planned subgrade elevation or existing grade, whichever is deeper. The soil surface exposed by overexcavation should be scarified, moisture conditioned, and recompacted. Page 247 of 375 Anholm Neighborhood Greenway November 12, 2021 San Luis Obispo, California 304833-001 8 2111-062.SER 3. In all remaining grading areas, the exposed and prepared surfaces should be scarified to a minimum depth of 1 foot, moisture conditioned and recompacted to a minimum of 90 percent of maximum dry density. 4. Voids created by dislodging cobbles and/or debris during scarification should be backfilled and recompacted, and the dislodged materials should be removed from the work area. 5. Previously removed site soil may be compacted as general fill within the grading area with the exception of the non-expansive layer below the flatwork areas or aggregate base. 6. All imported soil used on the site should be nonexpansive. Nonexpansive materials are defined as soils that fall in the GW, GM, GC, SP, SW, SC and SM categories per ASTM D 2487-17, and that have an expansion index of 10 or less (ASTM 4829-11). 7. Proposed import materials should be evaluated by the geotechnical engineer before being used and on an intermittent basis during placement on the site. 8. All fill should be cleaned of any rocks, debris, and irreducible material larger than 6 inches in . When fill material includes rocks, the rocks should be placed in a sufficient soil matrix to ensure that voids caused by nesting of the rocks will not occur and that the fill can be properly compacted. 9. Generally, all soils should be compacted to a minimum of 90 percent of maximum dry density as defined above; however, the upper foot of subgrade and all aggregate base in HMA areas should be compacted to a minimum of 95 percent of maximum dry density. Subgrade and aggregate base in areas to be paved should be firm and unyielding when proofrolled with heavy, rubber-tired grading equipment prior to continuing construction. 10. If the soils are overly moist so that they become unstable or if the recommended compaction cannot be readily achieved, drying the soil to just above optimum moisture content, or just above, may be necessary. Placement of gravel layers or geotextiles may also be necessary to help stabilize unstable soils. If such conditions are found, the geotechnical engineer should be contacted to assist the contractor in selecting appropriate measures for stabilization of unstable soils. Page 248 of 375 Anholm Neighborhood Greenway November 12, 2021 San Luis Obispo, California 304833-001 9 2111-062.SER 11. The recommended soil moisture content should be maintained during construction and throughout the life of the project. Failure to maintain the soil moisture content can result in cracks and disturbance, which are an indication of degradation of the soil compaction. If cracks are allowed to develop, or if soils near improvements such as foundations, flatwork, pavement, curbs, etc. are otherwise disturbed, damage to those improvements may result. Soils that have been or are otherwise disturbed should be removed, moisture conditioned, and compacted. Utility Trenches 1. Unless otherwise recommended, utility trenches adjacent to foundations should not be excavated within the zone of foundation influence, as shown in Typical Detail A in Appendix D. 2. Utilities that must pass beneath a foundation should be placed with properly compacted utility trench backfill and the foundation should be designed to span the trench. 3. A select, noncorrosive, easily compacted sand should be used as bedding and shading immediately around utilities. Generally, the soil found at the site may be used for trench backfill above the select material. 4. Utility trench backfill should be moisture conditioned and compacted to a minimum of 90 percent of maximum dry density. Trenches located within areas to be paved should be compacted to a minimum of 95 percent of maximum dry density. 5. Trench backfill should be placed in level lifts not exceeding 6 inches in loose thickness, moisture conditioned, and compacted to the minimums noted above. 6. Compaction of trench backfill by jetting or flooding is not recommended except under extraordinary circumstances. However, to aid in encasing utility conduits, particularly corrugated drainpipes, and multiple, closely-spaced conduits in a single trench, jetting or flooding may be useful. Flooding or jetting should only be attempted with extreme caution, and any jetting operation should be subject to review by the geotechnical engineer. Page 249 of 375 Anholm Neighborhood Greenway November 12, 2021 San Luis Obispo, California 304833-001 10 2111-062.SER 7. The recommendations of this section are minimums only and may be superseded by the requirements of the client, pipe manufacturers, utility companies, or the governing jurisdiction based upon soil corrosivity or other factors. Exterior Pedestrian Flatwork 1. Exterior pedestrian flatwork should have a minimum thickness of 4 inches. Minimum reinforcement for exterior pedestrian flatwork should consist of No. 3 rebar placed at 24 inches on-center each way. 2. In conventional construction, it is common to use 4 to 6 inches of imported sand beneath exterior pedestrian flatwork. However, due to the expansion potential of the site soils, there will be a risk of movement and damage to the flatwork and slabs if conventional measures are used – heaving and cracking could occur. To reduce the potential for movement and damage, flatwork should be supported on at least 18 inches of nonexpansive imported soils. 3. For an added level of protection against expansion, the flatwork can be provided with perimeter trenched edges a minimum of 3 inches deeper than the chosen nonexpansive layer. The trenched edges should be reinforced with No. 4 rebar top and bottom. The decision regarding the thickness of nonexpansive material to use below flatwork, as well as the use of trenched edges, is left to the architect/engineer or owner. 4. Exterior pedestrian flatwork should have thickened edges a minimum of 6 inches below the bottom of the slab. 5. Flatwork should be constructed with frequent joints to allow articulation as the flatwork moves in response to seasonal soil temperature and moisture variations. The soil below flatwork should be moisture conditioned prior to casting the flatwork. 6. Flatwork surface should be sloped to freely drain toward appropriate drainage facilities. Water should not be allowed to stand or pond on or adjacent to pavement or other improvements as it could infiltrate into the aggregate base and/or subgrade, causing premature pavement deterioration. 7. To reduce shrinkage cracks in all slabs-on-grade, the concrete aggregates should be of appropriate size and proportion, the water/cement ratio should be low, the concrete should be properly placed and finished, contraction joints should be installed, and the Page 250 of 375 Anholm Neighborhood Greenway November 12, 2021 San Luis Obispo, California 304833-001 11 2111-062.SER concrete should be properly cured. This is particularly applicable to slabs that will be cast directly upon a vapor retarder and those that will be protected from transmission of vapor by use of admixtures or surface sealers. Concrete materials, placement, and curing specifications should be at the direction of the architect/engineer; AC 302.1R-15 (ACI 2015) is suggested as a resource for the architect/engineer in preparing such specification. Retaining Walls 1. Site Retaining walls may be founded in firm recompacted soil. Foundations for all site retaining walls should have a minimum depth (not including the keyway) of 24 inches below lowest adjacent grade within 8 feet of the footing. 2. Footings should be reinforced, at a minimum, by two No. 4 rebar at the top and bottom, or as required by the architect/engineer. Spread footings should be reinforced in accordance with the requirements of the architect/engineer. Spread footings should be connected by grade beams on two sides to create a foundation system that acts as a single unit. 3. Footings bearing into firm compacted fill may be designed using maximum allowable bearing capacities of 1,500 psf for dead loads and 2,000 psf for dead plus live loads. Using these criteria, maximum total and differential static settlements are expected to be less than 1-inch. Allowable capacities may be increased by one-third when transient loads such as wind or seismicity are included. 4. The seismic acceleration site parameters included in the table below have been provided to the design team for use in its analyses. The 2010 ASCE 7 method with 2013 updates, available on the Structural Engineers Association of California website (SEAOC 2021), was used to obtain the parameters. The project was considered to b e a “nonessential” facility from the perspective of risk category as described by the CBC. The site coordinates stated in the “Introduction and Site Setting” section were used in the analysis. Based upon the subsurface conditions encountered during our investigation, the site should be classified as Site Class D (Stiff Soil). Foundations may be designed using the following 2019 CBC seismic parameters. Page 251 of 375 Anholm Neighborhood Greenway November 12, 2021 San Luis Obispo, California 304833-001 12 2111-062.SER SEISMIC ACCELERATION SITE PARAMETERS Mapped Spectral Response Accelerations Site Coefficients for Site Class D Adjusted MCE Spectral Response Accelerations for Site Class D Design Spectral Response Accelerations for Site Class D Seismic Parameter Value (g) Site Coefficient Value Seismic Parameter Value (g) Seismic Parameter Value (g) SS 1.051 Fa 1.200 SMS 1.262 SDS 0.841 S1 0.388 Fv 1.910 SM1 0.742 SD1 0.495 Peak Mean Ground Acceleration (PGAm) : 0.559 g Seismic Design Category: D 5. Foundation excavations should be observed by the geotechnical engineer prior to rebar and PCC placement. Footing excavations should be thoroughly moistened prior to PCC placement and no desiccation cracks should be present. 6. We have assumed that retaining walls will not exceed a height of 6 feet; therefore, seismic design per CBC Section 1803.5.12.1 (CBSC, 2019) is not required. If retaining walls will retain more than 6 feet of soil, seismic design will be required, and the geotechnical engineer should be contacted to provide appropriate parameters. 7. Retaining wall design may be based on the following drained parameters: TABLE 2: RETAINING WALL DESIGN PARAMETERS Parameter Backfill Type Value Active Equivalent Fluid Pressure Site Fill Materials 50 pcf Imported Sand/Gravel 35 pcf At-Rest Equivalent Fluid Pressure Site Fill Materials 65 pcf Imported Sand/Gravel 50 pcf Passive Equivalent Fluid Pressure Compacted Fill 300 pcf Maximum Toe Pressure Compacted Fill 2000 psf Coefficient of Sliding Friction Compacted Fill 0.35 8. No surcharges are taken into consideration in the values presented in the previous paragraph. The maximum toe pressure is an allowable value to which no factor of safety Page 252 of 375 Anholm Neighborhood Greenway November 12, 2021 San Luis Obispo, California 304833-001 13 2111-062.SER has been applied. No factors of safety, load factors, and/or other factors have been applied to any of the remaining values. 9. If the values for imported sand or gravel are used in the design, the sand or gravel should be utilized exclusively as backfill above a 1-horizontal to 1-vertical plane extended from the base of the wall to daylight. 10. The above pressures are applicable to a horizontal retained surface behind the wall. Walls having a retained surface that slopes upward from the wall should be designed for an additional equivalent fluid pressure of 1 pcf for the active case and 1.5 pcf for the at-rest case, for every two degrees of slope inclination. 11. Long-term settlement of properly compacted, imported sand or gravel retaining wall backfill should be assumed to be about 0.2 to 0.5 percent of the depth of the backfill; long-term settlement of properly compacted site soil or crushed sandstone bedrock retaining wall backfill should be assumed to be about 0.5 to 1 percent of the depth of the backfill. Improvements that are constructed near the tops of retaining walls should be designed to accommodate long-term settlement. 12. All retaining walls should be drained with perforated pipe encased in a free-draining gravel blanket. The pipe should be placed with perforations fa cing downward and should discharge in a nonerosive manner away from foundations and other improvements. The gravel blanket should have a width of approximately 1 foot and should extend upward to approximately 1 foot below the top of the wall backfill. The upper foot should be backfilled with native soil, except in areas where exterior pedestrian flatwork or HMA pavement will abut the top of the wall. In such cases, the gravel should extend to the imported nonexpansive material, aggregate base, or other material below the improved surface, as appropriate. To reduce infiltration of the soil into the gravel, a permeable synthetic filter fabric conforming to Standard Specifications Section 96-1.02B – Class C (Caltrans 2018), should be placed between the gravel and soil. Manufactured synthetic drains, such as Miradrain or Enkadrain are acceptable alternatives to the use of gravel, provided they are installed in accordance with the recommendations of the manufacturer and Geotechnical Engineer. 13. Walls facing areas where moisture transmission through the wall would be undesirable should be thoroughly waterproofed in accordance with the specifications of the architect/engineer. Page 253 of 375 Anholm Neighborhood Greenway November 12, 2021 San Luis Obispo, California 304833-001 14 2111-062.SER 14. The architect/engineer should bear in mind that retaining walls by their nature are flexible structures, and that surface treatments on walls often crack. Where walls are to be plastered or otherwise have a finish applied, the flexibility should be considered in determining the suitability of the surfacing material, spacing of horizontal and vertical control joints, etc. The flexibility should also be considered where a retaining wall will abut or be connected to a rigid structure, and where the geometry of the wall is such that its flexibility will vary along its length. Pavements HMA Pavement The following Hot Mix Asphalt (HMA) pavement sections are based upon a tested R-value of 19 and assumed Traffic Indices (TIs) of 4.0 through 8.0. The R-value and corresponding pavement sections should be confirmed or modified during construction. Determination of the appropriate TI for specific areas of the project is left to others. The HMA sections were calculated in accordance with the method presented in the “Highway Design Manual” (Caltrans 2018). The calculated HMA and Class 2 aggregate base (AB) thicknesses are for compacted material. Normal Caltrans construction tolerances should apply. HMA Pavement Sections Traffic Index HMA (in) Class 2 AB*(in) 4.0 2.25 6.25 4.5 2.50 7.00 5.0 2.75 8.00 5.5 3.00 9.25 6.0 3.25 10.25 7.0 4.00 12.25 8.0 4.50 14.50 *Per Caltrans (2018) Section 26 Page 254 of 375 Anholm Neighborhood Greenway November 12, 2021 San Luis Obispo, California 304833-001 15 2111-062.SER Pervious Concrete Pavement and Gutters 1. Where cast-in-place pervious concrete pavement or gutters are planned, the following minimum section is recommended: x 8 inches pervious concrete x Joint spacing at 8 feet on-center each way or less x 18 inches Class 2 permeable and subgrade compacted to a minimum of 95 percent of maximum dry density or 18 inches of reservoir stone (size determined by the designer) compacted with a self-propelled vibratory smooth drum roller with a minimum of six passes x All aggregate should be crushed, angular material x An impermeable liner should be placed full height on the vertical edges of the excavation prior to installing the aggregate x Top of ponding storage should be designed to be a minimum of 4 inches below the bottom of the concrete 2. Where pre-cast pervious concrete pavement or gutters, such as Stormcrete, are planned, the following minimum section is recommended: x 6 inches pervious concrete x Joint spacing at 8 feet on-center each way or less x 18 inches Class 2 permeable and subgrade compacted to a minimum of 95 percent of maximum dry density or 18 inches of reservoir stone (size determined by the designer) compacted with a self-propelled vibratory smooth drum roller with a minimum of six passes x All aggregate should be crushed, angular material x An impermeable liner should be placed full height on the vertical edges of the excavation prior to installing the aggregate x Top of ponding storage should be designed to be a minimum of 6 inches below the bottom of the concrete 3. If pervious concrete will be subject to bus or heavy truck traffic, the aggregate layer should be increased by 6 inches and placed in two layers, each compacted as described above Page 255 of 375 Anholm Neighborhood Greenway November 12, 2021 San Luis Obispo, California 304833-001 16 2111-062.SER Pavement Sections - General 1. Pavements should be constrained by curbs, gutters, flatwork, walls, etc.; free edges to the pavements should be avoided. 2. Pavements should be set back a minimum of 5 feet from any descending slope. Alternately, deepened curbs may be used to constrain the pavement. Where curbs will be deepened in lieu of the recommended setback, the individual situation should be reviewed, and specific recommendations prepared by the geotechnical engineer. 3. Subgrade and AB should be firm and unyielding when proof-rolled with heavy, rubber- tired grading equipment prior to continuing construction. 4. Finished pavement surfaces should be sloped to freely drain toward appropriate drainage facilities. Water should not be allowed to stand or pond on or adjacent to pavement, as it could cause premature pavement deterioration or improvement damage. 5. To reduce migration of surface drainage into the subgrade, maintenance of non- permeable pavement areas is critical. Any cracks that develop in the pavement should be promptly sealed. Drainage and Maintenance 1. Unpaved ground surfaces should be graded during construction, and, per Section 1804.4 of the 2019 CBC, finish graded to direct surface runoff away from foundations, slopes, and other improvements at a minimum 5 percent grade for a minimum distance of 10 feet. If this is not feasible due to the terrain, property lines, or other factors, swales with improved surfaces, area drains, or other drainage features should be provided to divert drainage away from these areas. 2. Finished surfaces should be sloped to freely drain toward appropriate drainage facilities. Water should not be allowed to stand or pond on or adjacent to foundations. 3. Where infiltration stormwater control measure areas will lie within 8 feet of foundations, flatwork, pavement, or other similar surface improvement, moisture protection should be provided between the infiltration feature and the improvement. Moisture protection should consist of curbs or impermeable liners, deepened to a minimum of 2 feet below Page 256 of 375 Anholm Neighborhood Greenway November 12, 2021 San Luis Obispo, California 304833-001 17 2111-062.SER foundations, or the bottom of the infiltration facility, whichever is deeper. It is not anticipated that this protection needs to extend greater than 8 feet. 4. Where utility trenches will pass through areas intended for infiltration, lean concrete or sand/cement slurry plugs should be placed in the trenches at the perimeter of the infiltration area. 5. To reduce the potential for planter drainage gaining access to subslab areas, any raised planter boxes adjacent to foundations should be installed with drains and sealed sides and bottoms. Drains should also be provided for areas adjacent to the structure that would not otherwise freely drain. 6. To reduce the potential for damage due to erosion it is essential that the surface soils, particularly those disturbed during construction, be stabilized by vegetation or other means during and following construction. Care should be taken to establish and maintain vegetation. The landscaping and exterior flatwork should be installed to maintain the surface drainage recommended above. 7. To reduce the potential for disruption of drainage patterns and undermining of foundations and other improvements, rodent activity should be aggressively controlled. Observation and Testing 1. It must be recognized that the recommendations contained in this report are based on a limited number of borings and rely on continuity of the subsurface conditions encountered. Therefore, the geotechnical engineer should be retained to provide consultation during the design phase, to review plans as they near completion, to interpret this report during construction, and to provide construction monitoring in the form of testing and observation. 2. At a minimum, the geotechnical engineer should be retained to provide: x Review of the project plans as they near completion x Professional observation during grading and backfill x Oversight of soil special inspection Page 257 of 375 Anholm Neighborhood Greenway November 12, 2021 San Luis Obispo, California 304833-001 18 2111-062.SER 3. Special inspection of grading and backfill should be provided as per Section 1705.6 and Table 1705.6 of the 2019 CBC. The special inspector should be under the direction of the geotechnical engineer. It is our opinion that none of the grading construction is of a nature that should warrant continuous special inspection; periodic special inspection should suffice. Subject to approval by the Building Official, the exception to continuous special inspection is described in Section 1704.2 of the 2019 CBC and should be specified by the architect/engineer and periodic special inspection of the following items should be provided by the special inspector. x Stripping and clearing of vegetation and unsuitable materials x Overexcavation, scarification, moisture conditioning, and compaction of the soil x Fill quality, placement, moisture conditioning and compaction x Foundation excavations, including retaining and screen wall foundation excavations x Retaining wall drains and backfill x Utility trench backfill x Subgrade and AB/nonexpansive fill compaction and proof-rolling 4. A program of quality control should be developed prior to beginning grading. It is the responsibility of the owner, contractor, or project manager to determine any additional inspection items required by the architect/engineer or the governing jurisdiction. 5. Locations and frequency of compaction tests should be as per the recommendation of the geotechnical engineer at the time of construction. The recommended test location and frequency may be subject to modification by the geotechnical engineer, based upon soil and moisture conditions encountered, size and type of equipment used by the contractor, the general trend of the results of compaction tests, or other factors. 6. A preconstruction conference among the owner, the geotechnical engineer, the governing agency, the special inspector, the project inspector, the architect/engineer, and contractors is recommended to discuss planned construction procedures and quality control requirements. 7. The geotechnical engineer should be notified at least 48 hours prior to beginning construction operations. If Earth Systems Pacific is not retained to provide construction observation and testing services, it shall not be responsible for the interpretation of the information by others or any consequences arising therefrom. Page 258 of 375 Anholm Neighborhood Greenway November 12, 2021 San Luis Obispo, California 304833-001 19 2111-062.SER 8.0 CLOSURE Our intent was to perform the investigation in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing in the locality of this project and under similar conditions. No representation, warranty, or guarantee is either expressed or implied. This report is intended for the exclusive use by the client as discussed in the “Scope of Services” Section. Application beyond the stated intent is strictly at the user's risk. This report is valid for conditions as they exist at this time for the type of project described herein. The conclusions and recommendations contained in this report could be rendered invalid, either in whole or in part, due to changes in building codes, regulations, standards of geotechnical or construction practice, changes in physical conditions, or the broadening of knowledge. If Earth Systems Pacific is not retained to provide construction observation and testing services, it shall not be responsible for the interpretation of the information by others or any consequences arising therefrom. If changes with respect to project type or location become necessary, if items not addressed in this report are incorporated into plans, or if any of the assumptions used in the preparation of this report are not correct, this firm shall be notified for modifications to this report. Any items not specifically addressed in this report should comply with the CBC and the requirements of the governing jurisdiction. The preliminary recommendations of this geotechnical report are based upon the geotechnical conditions encountered at the site and may be augmented by additional requirements of the architect/engineer, or by additional recommendations provided by the geotechnical engineer based on conditions exposed at the time of construction. This document, the data, conclusions, and recommendations contained herein are the property of Earth Systems Pacific. This report shall be used in its entirety, with no individual sections reproduced or used out of context. Copies may be made only by Earth Systems Pacific, the client, and the client’s authorized agents for use exclusively on the subject project. Any other use is subject to federal copyright laws and the written approval of Earth Systems Pacific. Thank you for this opportunity to have been of service. If you have any questions, please feel free to contact this office at your convenience. End of Text. Page 259 of 375 Anholm Neighborhood Greenway November 12, 2021 San Luis Obispo, California 304833-001 20 2111-062.SER TECHNICAL REFERENCE LIST ACI (American Concrete Institute). 2015. "Guide for Concrete Floor and Slab Construction." Documents 302.1R.15. California Building Code. 2019. California Code of Regulations, Title 24, Part 2. Caltrans (California Department of Transportation). 2018. "Standard Specifications." Google Earth. 2020. Google Earth [website], retrieved from: http://www.google.com/earth/index.html SEAOC (Structural Engineers Association of California). 2020. “Seismic Design Map Tool.” Retrieved from: https://seismicmaps.org/ Page 260 of 375 APPENDIXA Figure1–SiteVicinityMap Figure2–ExplorationLocationMapƐ BoringLogLegend BoringLogs Page 261 of 375 NOT TO SC4378 Old Santa Fe Road, San Luis Obispo, CA 93401www.earthsystems.com(805) 544-3276 Fax (805) 544-1786DateSeptember 2021Project No.304833-001Figure 1SITE VICINITY MAPAnholm Neighborhood GreenwayVarious StreetsSan Luis Obispo, CaliforniaNOT TO SCBASE MAP PROVIDED BY: Google Earth (2021)SITE 2SITE 3SITE 1Page 262 of 375 NOT TO SC4378 Old Santa Fe Road, San Luis Obispo, CA 93401www.earthsystems.com(805) 544-3276 Fax (805) 544-1786DateSeptember 2021Project No.304833-001Figure 2EXPLORATION LOCATION MAPAnholm Neighborhood GreenwayVarious StreetsSan Luis Obispo, CaliforniaBASE MAP PROVIDED BY: Google Earth (2021)LEGENDI1Boring Location (Approx.)Infiltration Test Location (Approx.)B1B1I1I2I9I10Page 263 of 375 NOT TO SC4378 Old Santa Fe Road, San Luis Obispo, CA 93401www.earthsystems.com(805) 544-3276 Fax (805) 544-1786DateSeptember 2021Project No.304833-001Figure 3EXPLORATION LOCATION MAPAnholm Neighborhood GreenwayVarious StreetsSan Luis Obispo, CaliforniaBASE MAP PROVIDED BY: Google Earth (2021)LEGENDI1Boring Location (Approx.)Infiltration Test Location (Approx.)B1I3I4Page 264 of 375 NOT TO SC4378 Old Santa Fe Road, San Luis Obispo, CA 93401www.earthsystems.com(805) 544-3276 Fax (805) 544-1786DateSeptember 2021Project No.304833-001Figure 4EXPLORATION LOCATION MAPAnholm Neighborhood GreenwayVarious StreetsSan Luis Obispo, CaliforniaBASE MAP PROVIDED BY: Google Earth (2021)LEGENDI1Boring Location (Approx.)Infiltration Test Location (Approx.)B1I8I7I6I5Page 265 of 375 Page 266 of 375 DEPTH(feet)USCS CLASSSYMBOLINTERVAL(feet)SAMPLETYPEDRY DENSITY(pcf)MOISTURE(%)BLOWSPER 6 IN.SAMPLE DATA SOIL DESCRIPTION LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.Subsurface conditions may differ at other locations and times. AUGER TYPE: 6" Hollow Stem DRILL RIG: Mobile B-53 with Automatic Hammer LOGGED BY: A. Flynn CLAYEY SAND W/ GRAVEL: light yellowish brown, stiff, slightly moist (Alluvium) 5.0 - 6.5 10.0 - 11.5 36 13 50/4" 12 7 16 SC 110.4 13.3 117.3 13.0 End of Boring @ 11.5' No subsurface water encountered PAGE 1 OF 1 Boring No. 1 JOB NO.: 304833-001 DATE: 9/22/2021 Anholm Neighborhood Greenway Various Streets San Luis Obispo, California very stiff 0.0 - 5.0 CL SANDY LEAN CLAY: dark brown, very stiff, slightly moist SILTSTONE: olive brown, moderately hard, slightly moist, weathered (Franciscan Melange) oxidation staining Page 267 of 375 DEPTH(feet)USCS CLASSSYMBOLINTERVAL(feet)SAMPLETYPEDRY DENSITY(pcf)MOISTURE(%)BLOWSPER 6 IN.SAMPLE DATA SOIL DESCRIPTION LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.Subsurface conditions may differ at other locations and times. AUGER TYPE: 6" Hollow Stem DRILL RIG: Mobile B-53 with Automatic Hammer LOGGED BY: A. Flynn 3" AC/ 6" AB PAGE 1 OF 1 Boring No. I1 JOB NO.: 304833-001 DATE: 9/16/2021 Anholm Neighborhood Greenway Various Streets San Luis Obispo, California CL SANDY LEAN CLAY: grayish brown, stiff, moist CL SANDY LEAN CLAY: dark brown, stiff, moist (Alluvium) SC CLAYEY SAND: yellowish brown, dense, moist End of Boring @ 5.0' No subsurface water encountered Page 268 of 375 DEPTH(feet)USCS CLASSSYMBOLINTERVAL(feet)SAMPLETYPEDRY DENSITY(pcf)MOISTURE(%)BLOWSPER 6 IN.SAMPLE DATA SOIL DESCRIPTION LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.Subsurface conditions may differ at other locations and times. AUGER TYPE: 6" Hollow Stem DRILL RIG: Mobile B-53 with Automatic Hammer LOGGED BY: A. Flynn 4" AC/ 6" AB PAGE 1 OF 1 Boring No. I2 JOB NO.: 304833-001 DATE: 9/16/2021 Anholm Neighborhood Greenway Various Streets San Luis Obispo, California CL SANDY LEAN CLAY: grayish brown, stiff, moist CL SANDY LEAN CLAY: dark brown, stiff, slightly moist (Alluvium) SC CLAYEY SAND: yellowish brown, stiff, slightly moist End of Boring @ 5.0' No subsurface water encountered Page 269 of 375 DEPTH(feet)USCS CLASSSYMBOLINTERVAL(feet)SAMPLETYPEDRY DENSITY(pcf)MOISTURE(%)BLOWSPER 6 IN.SAMPLE DATA SOIL DESCRIPTION LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.Subsurface conditions may differ at other locations and times. AUGER TYPE: 6" Hollow Stem DRILL RIG: Mobile B-53 with Automatic Hammer LOGGED BY: A. Flynn 2" AC PAGE 1 OF 1 Boring No. I3 JOB NO.: 304833-001 DATE: 9/17/2021 Anholm Neighborhood Greenway Various Streets San Luis Obispo, California SP POORLY GRADED SAND: dark yellowish brown, medium dense, slightly moist (Fill) light brown End of Boring @ 5.0' No subsurface water encountered CH FAT CLAY: dark brown, stiff, slightly moist (Alluvium) Page 270 of 375 DEPTH(feet)USCS CLASSSYMBOLINTERVAL(feet)SAMPLETYPEDRY DENSITY(pcf)MOISTURE(%)BLOWSPER 6 IN.SAMPLE DATA SOIL DESCRIPTION LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.Subsurface conditions may differ at other locations and times. AUGER TYPE: 6" Hollow Stem DRILL RIG: Mobile B-53 with Automatic Hammer LOGGED BY: A. Flynn 2" AC PAGE 1 OF 1 Boring No. I4 JOB NO.: 304833-001 DATE: 9/17/2021 Anholm Neighborhood Greenway Various Streets San Luis Obispo, California SP POORLY GRADED SAND: light yellowish brown, medium dense, slightly moist (Fill) End of Boring @ 5.0' No subsurface water encountered CH FAT CLAY: dark grayish brown, stiff, slightly moist (Alluvium) Page 271 of 375 DEPTH(feet)USCS CLASSSYMBOLINTERVAL(feet)SAMPLETYPEDRY DENSITY(pcf)MOISTURE(%)BLOWSPER 6 IN.SAMPLE DATA SOIL DESCRIPTION LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.Subsurface conditions may differ at other locations and times. AUGER TYPE: 6" Hollow Stem DRILL RIG: Mobile B-53 with Automatic Hammer LOGGED BY: A. Flynn 3" AC/ 3" AB PAGE 1 OF 1 Boring No. I5 JOB NO.: 304833-001 DATE: 9/17/2021 Anholm Neighborhood Greenway Various Streets San Luis Obispo, California CH SANDY FAT CLAY: very dark brown, stiff, slightly moist (Alluvium) End of Boring @ 5.0' No subsurface water encountered SC CLAYEY SAND: grayish brown, dense, moist Page 272 of 375 DEPTH(feet)USCS CLASSSYMBOLINTERVAL(feet)SAMPLETYPEDRY DENSITY(pcf)MOISTURE(%)BLOWSPER 6 IN.SAMPLE DATA SOIL DESCRIPTION LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.Subsurface conditions may differ at other locations and times. AUGER TYPE: 6" Hollow Stem DRILL RIG: Mobile B-53 with Automatic Hammer LOGGED BY: A. Flynn 3" AC/ 3" AB PAGE 1 OF 1 Boring No. I6 JOB NO.: 304833-001 DATE: 9/17/2021 Anholm Neighborhood Greenway Various Streets San Luis Obispo, California CH SANDY FAT CLAY: dark brown, stiff, slightly moist (Alluvium) End of Boring @ 5.0' No subsurface water encountered light brown, moist Page 273 of 375 DEPTH(feet)USCS CLASSSYMBOLINTERVAL(feet)SAMPLETYPEDRY DENSITY(pcf)MOISTURE(%)BLOWSPER 6 IN.SAMPLE DATA SOIL DESCRIPTION LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.Subsurface conditions may differ at other locations and times. AUGER TYPE: 6" Hollow Stem DRILL RIG: Mobile B-53 with Automatic Hammer LOGGED BY: A. Flynn 3" AC/ 4" AB PAGE 1 OF 1 Boring No. I7 JOB NO.: 304833-001 DATE: 9/17/2021 Anholm Neighborhood Greenway Various Streets San Luis Obispo, California SC CLAYEY SAND: very dark brown, dense, slightly moist (Alluvium) End of Boring @ 5.0' No subsurface water encountered SANDY FAT CLAY: pale brown, stiff, moistCH Page 274 of 375 DEPTH(feet)USCS CLASSSYMBOLINTERVAL(feet)SAMPLETYPEDRY DENSITY(pcf)MOISTURE(%)BLOWSPER 6 IN.SAMPLE DATA SOIL DESCRIPTION LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.Subsurface conditions may differ at other locations and times. AUGER TYPE: 6" Hollow Stem DRILL RIG: Mobile B-53 with Automatic Hammer LOGGED BY: A. Flynn 3" AC/ 4" AB PAGE 1 OF 1 Boring No. I8 JOB NO.: 304833-001 DATE: 9/17/2021 Anholm Neighborhood Greenway Various Streets San Luis Obispo, California SC CLAYEY SAND: dark brown, dense, slightly moist (Alluvium) End of Boring @ 5.0' No subsurface water encountered SANDY FAT CLAY: pale brown, stiff, moistCH Page 275 of 375 DEPTH(feet)USCS CLASSSYMBOLINTERVAL(feet)SAMPLETYPEDRY DENSITY(pcf)MOISTURE(%)BLOWSPER 6 IN.SAMPLE DATA SOIL DESCRIPTION LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.Subsurface conditions may differ at other locations and times. AUGER TYPE: 6" Hollow Stem DRILL RIG: Mobile B-53 with Automatic Hammer LOGGED BY: A. Flynn PAGE 1 OF 1 Boring No. I9 JOB NO.: 304833-001 DATE: 9/22/2021 Anholm Neighborhood Greenway Various Streets San Luis Obispo, California SC CLAYEY SAND W/ GRAVEL: yellowish brown, medium dense, slightly moist (Alluvium) End of Boring @ 5.0' No subsurface water encountered light yellowish brown Page 276 of 375 DEPTH(feet)USCS CLASSSYMBOLINTERVAL(feet)SAMPLETYPEDRY DENSITY(pcf)MOISTURE(%)BLOWSPER 6 IN.SAMPLE DATA SOIL DESCRIPTION LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.Subsurface conditions may differ at other locations and times. AUGER TYPE: 6" Hollow Stem DRILL RIG: Mobile B-53 with Automatic Hammer LOGGED BY: A. Flynn PAGE 1 OF 1 Boring No. I10 JOB NO.: 304833-001 DATE: 9/22/2021 Anholm Neighborhood Greenway Various Streets San Luis Obispo, California SC CLAYEY SAND W/ GRAVEL: brown, stiff, slightly moist (Alluvium) End of Boring @ 5.0' No subsurface water encountered yellowish brown SANDY LEAN CLAY: dark brown, stiff, moistCL Page 277 of 375 APPENDIXB InfiltrationTestResults Page 278 of 375 PROJECT: City of SLO - Anholm Neighborhood Greenway 304833-001 INFILTRATION TEST: I-1 DATE DRILLED: 9/16/2021 TEST HOLE DIAMETER:6 inches DATE TESTED: 9/16/2021 TEST HOLE DEPTH:57 inches TECHNICIAN: SH TEST DURATION:480 Minutes CONSTANT HEAD DATA 30 minutes Volume Added During Constant Head:0.1 gallons FALLING HEAD DATA INTERVAL READING INCREMENTAL INFILTRATION INFILTRATION (Minutes) (Inches) FALL RATE RATE (Inches) (Minutes / Inch) (Inches / Hour) 0 9.25 --- --- --- 30.0 11.50 2.25 13.33 4.5 30.0 12.50 1.00 30.00 2.0 30.0 13.50 1.00 30.00 2.0 30.0 16.75 3.25 9.23 6.5 60.0 21.75 5.00 12.00 5.0 60.0 26.00 4.25 14.12 4.3 60.0 28.25 2.25 26.67 2.3 60.0 32.00 3.75 16.00 3.8 60.0 35.50 3.50 17.14 3.5 INFILTRATION TEST RESULTS Time of Constant Head: Page 279 of 375 PROJECT: City of SLO - Anholm Neighborhood Greenway 304833-001 INFILTRATION TEST: I-2 DATE DRILLED: 9/16/2021 TEST HOLE DIAMETER:6 inches DATE TESTED: 9/16/2021 TEST HOLE DEPTH:53 inches TECHNICIAN: SH TEST DURATION:375 Minutes CONSTANT HEAD DATA 30 minutes Volume Added During Constant Head:0.1 gallons FALLING HEAD DATA INTERVAL READING INCREMENTAL INFILTRATION INFILTRATION (Minutes) (Inches) FALL RATE RATE (Inches) (Minutes / Inch) (Inches / Hour) 0 9.50 --- --- --- 30.0 10.00 0.50 60.00 1.0 30.0 11.00 1.00 30.00 2.0 30.0 11.75 0.75 40.00 1.5 30.0 12.25 0.50 60.00 1.0 60.0 13.25 1.00 60.00 1.0 60.0 14.00 0.75 80.00 0.8 INFILTRATION TEST RESULTS Time of Constant Head: Page 280 of 375 PROJECT: City of SLO - Anholm Neighborhood Greenway 304833-001 INFILTRATION TEST: I-3 DATE DRILLED: 9/17/2021 TEST HOLE DIAMETER:6 inches DATE TESTED: 9/17/2021 TEST HOLE DEPTH:59 inches TECHNICIAN: AF TEST DURATION:180 Minutes CONSTANT HEAD DATA 30 minutes Volume Added During Constant Head:0.05 gallons FALLING HEAD DATA INTERVAL READING INCREMENTAL INFILTRATION INFILTRATION (Minutes) (Inches) FALL RATE RATE (Inches) (Minutes / Inch) (Inches / Hour) 0 36.00 --- --- --- 30.0 36.00 0.00 0.00 0.0 30.0 36.25 0.25 120.00 0.5 30.0 36.25 0.00 0.00 0.0 30.0 36.25 0.00 0.00 0.0 60.0 36.25 0.00 0.00 0.0 INFILTRATION TEST RESULTS Time of Constant Head: Page 281 of 375 PROJECT: City of SLO - Anholm Neighborhood Greenway 304833-001 INFILTRATION TEST: I-4 DATE DRILLED: 9/17/2021 TEST HOLE DIAMETER:6 inches DATE TESTED: 9/17/2021 TEST HOLE DEPTH:57 inches TECHNICIAN: AF TEST DURATION:480 Minutes CONSTANT HEAD DATA 30 minutes Volume Added During Constant Head:0.1 gallons FALLING HEAD DATA INTERVAL READING INCREMENTAL INFILTRATION INFILTRATION (Minutes) (Inches) FALL RATE RATE (Inches) (Minutes / Inch) (Inches / Hour) 0 29.50 --- --- --- 30.0 29.50 0.00 0.00 0.0 30.0 29.75 0.25 120.00 0.5 30.0 29.75 0.00 0.00 0.0 30.0 30.00 0.25 120.00 0.5 30.0 30.00 0.00 0.00 0.0 INFILTRATION TEST RESULTS Time of Constant Head: Page 282 of 375 PROJECT: City of SLO - Anholm Neighborhood Greenway 304833-001 INFILTRATION TEST: I-5 DATE DRILLED: 9/17/2021 TEST HOLE DIAMETER:6 inches DATE TESTED: 9/17/2021 TEST HOLE DEPTH:60 inches TECHNICIAN: AF TEST DURATION:150 Minutes CONSTANT HEAD DATA 30 minutes Volume Added During Constant Head:0.10 gallons FALLING HEAD DATA INTERVAL READING INCREMENTAL INFILTRATION INFILTRATION (Minutes) (Inches) FALL RATE RATE (Inches) (Minutes / Inch) (Inches / Hour) 0 4.50 --- --- --- 30.0 4.50 0.00 0.00 0.0 30.0 4.75 0.25 120.00 0.5 30.0 4.75 0.00 0.00 0.0 30.0 4.75 0.00 0.00 0.0 INFILTRATION TEST RESULTS Time of Constant Head: Page 283 of 375 PROJECT: City of SLO - Anholm Neighborhood Greenway 304833-001 INFILTRATION TEST: I-6 DATE DRILLED: 9/17/2021 TEST HOLE DIAMETER:6 inches DATE TESTED: 9/17/2021 TEST HOLE DEPTH:60 inches TECHNICIAN: AF TEST DURATION:150 Minutes CONSTANT HEAD DATA 30 minutes Volume Added During Constant Head:0.05 gallons FALLING HEAD DATA INTERVAL READING INCREMENTAL INFILTRATION INFILTRATION (Minutes) (Inches) FALL RATE RATE (Inches) (Minutes / Inch) (Inches / Hour) 0 8.75 --- --- --- 30.0 9.00 0.25 120.00 0.5 30.0 9.00 0.00 0.00 0.0 30.0 9.00 0.00 0.00 0.0 30.0 9.00 0.00 0.00 0.0 INFILTRATION TEST RESULTS Time of Constant Head: Page 284 of 375 PROJECT: City of SLO - Anholm Neighborhood Greenway 304833-001 INFILTRATION TEST: I-7 DATE DRILLED: 9/17/2021 TEST HOLE DIAMETER:6 inches DATE TESTED: 9/17/2021 TEST HOLE DEPTH:60 inches TECHNICIAN: AF TEST DURATION:150 Minutes CONSTANT HEAD DATA 30 minutes Volume Added During Constant Head:0.0 gallons FALLING HEAD DATA INTERVAL READING INCREMENTAL INFILTRATION INFILTRATION (Minutes) (Inches) FALL RATE RATE (Inches) (Minutes / Inch) (Inches / Hour) 0 5.75 --- --- --- 30.0 5.75 0.00 0.00 0.0 30.0 5.75 0.00 0.00 0.0 30.0 5.75 0.00 0.00 0.0 30.0 6.00 0.25 120.00 0.5 INFILTRATION TEST RESULTS Time of Constant Head: Page 285 of 375 PROJECT: City of SLO - Anholm Neighborhood Greenway 304833-001 INFILTRATION TEST: I-8 DATE DRILLED: 9/17/2021 TEST HOLE DIAMETER:6 inches DATE TESTED: 9/17/2021 TEST HOLE DEPTH:60 inches TECHNICIAN: AF TEST DURATION:150 Minutes CONSTANT HEAD DATA 30 minutes Volume Added During Constant Head:0.02 gallons FALLING HEAD DATA INTERVAL READING INCREMENTAL INFILTRATION INFILTRATION (Minutes) (Inches) FALL RATE RATE (Inches) (Minutes / Inch) (Inches / Hour) 0 2.75 --- --- --- 30.0 2.75 0.00 0.00 0.00 30.0 2.75 0.00 0.00 0.00 30.0 2.75 0.00 0.00 0.00 30.0 2.75 0.00 0.00 0.00 INFILTRATION TEST RESULTS Time of Constant Head: Page 286 of 375 PROJECT: City of SLO - Anholm Neighborhood Greenway 304833-001 INFILTRATION TEST: I-9 DATE DRILLED: 9/22/2021 TEST HOLE DIAMETER:6 inches DATE TESTED: 9/22/2021 TEST HOLE DEPTH:54 inches TECHNICIAN: SH TEST DURATION:150 Minutes CONSTANT HEAD DATA 30 minutes Volume Added During Constant Head:0.25 gallons FALLING HEAD DATA INTERVAL READING INCREMENTAL INFILTRATION INFILTRATION (Minutes) (Inches) FALL RATE RATE (Inches) (Minutes / Inch) (Inches / Hour) 0 9.25 --- --- --- 30.0 11.00 1.75 17.14 3.5 30.0 12.25 1.25 24.00 2.5 30.0 14.00 1.75 17.14 3.5 30.0 15.25 1.25 24.00 2.5 INFILTRATION TEST RESULTS Time of Constant Head: Page 287 of 375 PROJECT: City of SLO - Anholm Neighborhood Greenway 304833-001 INFILTRATION TEST: I-10 DATE DRILLED: 9/22/2021 TEST HOLE DIAMETER:6 inches DATE TESTED: 9/22/2021 TEST HOLE DEPTH:57 inches TECHNICIAN: SH TEST DURATION:150 Minutes CONSTANT HEAD DATA 30 minutes Volume Added During Constant Head:2.0 gallons FALLING HEAD DATA INTERVAL READING INCREMENTAL INFILTRATION INFILTRATION (Minutes) (Inches) FALL RATE RATE (Inches) (Minutes / Inch) (Inches / Hour) 0 6.00 --- --- --- 30.0 17.75 11.75 2.55 23.5 30.0 27.50 9.75 3.08 19.5 30.0 35.50 8.00 3.75 16.0 30.0 39.75 4.25 7.06 8.5 INFILTRATION TEST RESULTS Time of Constant Head: Page 288 of 375 APPENDIXC GeotechnicalLaboratoryTestResults Page 289 of 375 AnholmNeighborhoodGreenway 304833Ͳ001 EXPANSIONINDEXTESTRESULTS ASTMD4829Ͳ19 BORING DEPTH EXPANSION NO. feet INDEX 10.0Ͳ5.0 43 Page 290 of 375 AnholmNeighborhoodGreenway 304833Ͳ001 BULKDENSITYTESTRESULTS ASTMD2937Ͳ17(modifiedforringliners) October13,2021 BORING DEPTH MOISTURE WET DRY NO. feet CONTENT,%DENSITY,pcf DENSITY,pcf 16.0Ͳ6.5 13.0 132.5 117.3 1 11.0Ͳ11.5 13.3 125.1 110.4 EXPANSIONINDEXTESTRESULTS ASTMD4829Ͳ19 BORING DEPTH EXPANSION NO. feet INDEX 10.0Ͳ5.0 43 Page 291 of 375 AnholmNeighborhoodGreenway 304833Ͳ001 MOISTUREͲDENSITYCOMPACTIONTEST ASTMD1557Ͳ12(Modified) PROCEDUREUSED:C October13,2021 PREPARATIONMETHOD:Moist Boring#1@0.0Ͳ5.0' RAMMERTYPE:Mechanical LightYellowBrownClayeySandwithGravel(SC) SPECIFICGRAVITY:2.65(assumed) SIEVEDATA:MAXIMUMDRYDENSITY:122.5pcf SieveSize %Retained(Cumulative)OPTIMUMMOISTURE:11.1% 3/4" 0 3/8" 8 ENTEROVERSIZECORRECTIONDATA #4 18 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 012345678910111213141516171819202122232425DRY DENSITY, pcfMOISTURE CONTENT, percent Compaction Curve Zero Air Voids Curve Page 292 of 375 AnholmNeighborhoodGreenway 304833Ͳ001 RESISTANCE'R 'VALUEANDEXPANSIONPRESSURE ASTMD2844/D2844MͲ18 October13,2021 Boring#1@0.0Ͳ5.0' DryDensity@300psiExudationPressure:126.1Ͳpcf LightYellowBrownClayeySandwithGravel(SC) %Moisture@300psiExudationPressure:15.2% SpecifiedTrafficIndex:5.0 RͲValueͲExudationPressure:30 RͲValueͲExpansionPressure:19 RͲValue@Equilibrium:19 0 10 20 30 40 50 60 70 80 90 0100200300400500600700800R-VALUEEXUDATION PRESSURE, psi EXUDATION PRESSURE CHART 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0COVER THICKNESS BY EXUDATION PRESSURE, ftCOVER THICKNESS BY EXPANSION PRESSURE, ft EXPANSION PRESSURE CHART Page 293 of 375 APPENDIXD TypicalDetailA:PipePlacedParalleltoFoundations Page 294 of 375 9" 2' min. Compacted backfill Pipe Compacted sand bedding and shading per project specifications 1 1 Foundation Zone of foundation influence All trench excavation to be above 1:1 plane as shown 1:1 plane as shown No excavation allowed below SCHEMATIC ONLY NOT TO SCALE TYPICAL DETAIL A PIPE PLACED PARALLEL TO FOUNDATION Page 295 of 375 APPENDIX APPENDIX APPENDIX H ̽̽ PG&E CONSTRUCTION SKETCH Page 296 of 375 Page 297 of 375 Page 298 of 375 Project: North Chorro Neighborhood Greenway Spec.No.: 1000036 Bid Opening: January 31, 2023 ‐ Pre‐job: John Madonna Souza Construction Papich Construction BID ITEM & DESCRIPTION UNIT TOTAL UNIT TOTAL UNIT TOTAL No. ITEM UNIT QUAN PRICE PRICE PRICE PRICE PRICE PRICE 1 TRAFFIC CONTROL PLAN AND IMPLEMENTATION LS 1 450,000.00$ 450,000.00$ 538,600.00$ 538,600.00$ 848,213.84$ 848,213.84$ 2 CONSTRUCTION SURVEY LS 1 95,000.00$ 95,000.00$ 60,000.00$ 60,000.00$ 72,000.00$ 72,000.00$ 3 COMPLY WITH CALTRANS ENCROACHMENT PERMIT LS 1 2,000.00$ 2,000.00$ 3,400.00$ 3,400.00$ 2,500.00$ 2,500.00$ 4 COMPLY WITH GRANT DEED AND RIGHT OF WAY AGREEMENT – BIKE PATH LS 1 5,000.00$ 5,000.00$ 2,300.00$ 2,300.00$ 30,000.00$ 30,000.00$ 5 CLEARING, GRUBBING, AND LIMB REMOVAL LS 1 40,000.00$ 40,000.00$ 50,000.00$ 50,000.00$ 35,000.00$ 35,000.00$ 6 CHORRO STREET RECONSTRUCTION SQFT 10,000 18.00$ 180,000.00$ 17.80$ 178,000.00$ 25.30$ 253,000.00$ 7 CLASS I BIKE PATH (OPTION 2) SQFT 6,600 23.00$ 151,800.00$ 21.00$ 138,600.00$ 30.25$ 199,650.00$ 8 MINOR CONCRETE (SIDEWALK) SQFT 1700 22.00$ 37,400.00$ 14.00$ 23,800.00$ 25.50$ 43,350.00$ 9 MINOR CONCRETE (CURB AND GUTTER) LF 2355 75.00$ 176,625.00$ 98.00$ 230,790.00$ 48.50$ 114,217.50$ 10 MINOR CONCRETE (CROSS GUTTER) LF 250 280.00$ 70,000.00$ 275.00$ 68,750.00$ 180.25$ 45,062.50$ 11 MINOR CONCRETE (DRIVEWAY RAMPS) SQFT 800 43.00$ 34,400.00$ 38.00$ 30,400.00$ 30.00$ 24,000.00$ 12 MINOR CONCRETE (1.25' CONCRETE BIKE MEDIAN) LF 1600 39.00$ 62,400.00$ 66.40$ 106,240.00$ 37.50$ 60,000.00$ 13 MINOR CONCRETE (3' CONCRETE BIKE MEDIAN) LF 1650 40.00$ 66,000.00$ 150.40$ 248,160.00$ 59.50$ 98,175.00$ 14 MINOR CONCRETE (SIDEWALK UNDERDRAIN) EA 1 14,000.00$ 14,000.00$ 10,800.00$ 10,800.00$ 10,150.00$ 10,150.00$ 15 MINOR CONCRETE (ENERGY DISSIPATION STRUCTURE AND COBBLE) EA 1 7,000.00$ 7,000.00$ 5,900.00$ 5,900.00$ 12,750.00$ 12,750.00$ 16 STRUCTURE CONCRETE (CURB & GUTTER RETAINING WALL ‐ BROAD ST ‐ STA 21+40 TO 23+12) LF 172 600.00$ 103,200.00$ 528.00$ 90,816.00$ 430.00$ 73,960.00$ 17 STRUCTURE CONCRETE (RETAINING WALL ‐ BIKE PATH ‐ STA 1+00 TO 2+80) LF 180 800.00$ 144,000.00$ 760.00$ 136,800.00$ 520.00$ 93,600.00$ 18 STRUCTURE CONCRETE (LANDSCAPE HIGH CURB ‐ CHORRO/101) LF 123 600.00$ 73,800.00$ 393.00$ 48,339.00$ 550.00$ 67,650.00$ 19 STRUCTURE CONCRETE (CMU PILASTER ‐ BIKE PATH) EA 1 6,000.00$ 6,000.00$ 7,150.00$ 7,150.00$ 34,000.00$ 34,000.00$ 20 TYPE II SLURRY SEAL SQYD 30,440 6.00$ 182,640.00$ 4.20$ 127,848.00$ 7.20$ 219,168.00$ 21 BIKE LANE AND EXISTING CURB RAMP EDGE GRIND LS 1 20,000.00$ 20,000.00$ 53,200.00$ 53,200.00$ 145,000.00$ 145,000.00$ 22 TEMPORARY STRIPING AND PAVEMENT MARKINGS LS 1 102,000.00$ 102,000.00$ 155,070.00$ 155,070.00$ 180,000.00$ 180,000.00$ 23 MINOR HOT MIX ASPHALT (CASE 1 – 10” THICK) SQFT 2,330 27.00$ 62,910.00$ 20.60$ 47,998.00$ 54.60$ 127,218.00$ 24 MINOR HOT MIX ASPHALT (SPEED HUMP – TYPE 2) EA 7 7,800.00$ 54,600.00$ 5,440.00$ 38,080.00$ 10,500.00$ 73,500.00$ 25 ADJUST STORMDRAIN MANHOLE TO GRADE EA 6 850.00$ 5,100.00$ 1,310.00$ 7,860.00$ 2,500.00$ 15,000.00$ 26 ADJUST SANITARY SEWER MANHOLE TO GRADE EA 3 850.00$ 2,550.00$ 1,310.00$ 3,930.00$ 2,500.00$ 7,500.00$ 27 ADJUST COMMUNICATION VAULT/MANHOLE/BOX TO GRADE EA 36 600.00$ 21,600.00$ 1,310.00$ 47,160.00$ 2,250.00$ 81,000.00$ 28 ADJUST WATER VALVE TO GRADE EA 12 600.00$ 7,200.00$ 800.00$ 9,600.00$ 2,000.00$ 24,000.00$ 29 ADJUST WATER METER TO GRADE EA 11 600.00$ 6,600.00$ 788.00$ 8,668.00$ 1,750.00$ 19,250.00$ 30 18" HDPE STORM DRAIN PIPE LF 63 450.00$ 28,350.00$ 230.00$ 14,490.00$ 210.00$ 13,230.00$ 31 MINOR CONCRETE (STORMDRAIN CATCH BASIN) EA 1 20,000.00$ 20,000.00$ 24,000.00$ 24,000.00$ 3,000.00$ 3,000.00$ 32 MINOR CONCRETE (STORMDRAIN MANHOLE) EA 2 20,500.00$ 41,000.00$ 8,880.00$ 17,760.00$ 3,250.00$ 6,500.00$ 33 6" PERFORATED UNDERDRAIN PIPE LF 62 275.00$ 17,050.00$ 132.00$ 8,184.00$ 30.50$ 1,891.00$ 34 MINOR CONCRETE (12" MIDSTATE STORMDRAIN CATCH BASIN) EA 3 3,600.00$ 10,800.00$ 1,870.00$ 5,610.00$ 5,500.00$ 16,500.00$ 35 MINOR CONCRETE (24” MIDSTATE STORMDRAIN CATCH BASIN) EA 1 4,900.00$ 4,900.00$ 3,030.00$ 3,030.00$ 7,000.00$ 7,000.00$ 36 REMOVE AND REPLACE STORMDRAIN INLET GRATE AND INSTALL FILTEREXX STORMEXX FILTER EA 17 2,640.00$ 44,880.00$ 6,160.00$ 104,720.00$ 1,500.00$ 25,500.00$ 37 12' PUNCH POST EA 45 228.00$ 10,260.00$ 138.00$ 6,210.00$ 85.00$ 3,825.00$ 38 14' PUNCH POST EA 3 312.00$ 936.00$ 150.00$ 450.00$ 95.00$ 285.00$ 39 R1‐1 SIGN 18"EA 2 170.00$ 340.00$ 126.00$ 252.00$ 200.00$ 400.00$ 40 R1‐1 SIGN 30"EA 4 200.00$ 800.00$ 174.00$ 696.00$ 300.00$ 1,200.00$ 41 R1‐2 SIGN 25"EA 1 200.00$ 200.00$ 174.00$ 174.00$ 250.00$ 250.00$ 42 R1‐3P PLAQUE EA 4 115.00$ 460.00$ 51.00$ 204.00$ 150.00$ 600.00$ 43 R4‐11 SIGN EA 7 200.00$ 1,400.00$ 168.00$ 1,176.00$ 350.00$ 2,450.00$ 44 R5‐3 SIGN EA 2 200.00$ 400.00$ 162.00$ 324.00$ 300.00$ 600.00$ 45 R7‐9 SIGN EA 18 140.00$ 2,520.00$ 75.00$ 1,350.00$ 250.00$ 4,500.00$ 46 R10‐15 (MODIFIED) "YIELD TO BIKE" SIGN EA 5 200.00$ 1,000.00$ 168.00$ 840.00$ 350.00$ 1,750.00$ 47 R81 (CA) SIGN EA 3 140.00$ 420.00$ 75.00$ 225.00$ 350.00$ 1,050.00$ 48 R81A (CA) SIGN EA 2 115.00$ 230.00$ 17.00$ 34.00$ 200.00$ 400.00$ 49 R81B (CA) SIGN EA 5 115.00$ 575.00$ 17.00$ 85.00$ 200.00$ 1,000.00$ 50 W1‐1 SIGN EA 2 230.00$ 460.00$ 162.00$ 324.00$ 350.00$ 700.00$ 51 W1‐2L SIGN EA 2 230.00$ 460.00$ 162.00$ 324.00$ 350.00$ 700.00$ 52 W4‐4P SIGN EA 1 170.00$ 170.00$ 78.00$ 78.00$ 350.00$ 350.00$ 53 W11‐2 SIGN EA 8 230.00$ 1,840.00$ 162.00$ 1,296.00$ 350.00$ 2,800.00$ 54 W16‐7P SIGN EA 8 170.00$ 1,360.00$ 75.00$ 600.00$ 300.00$ 2,400.00$ 55 W84 (CA) SIGN EA 3 230.00$ 690.00$ 210.00$ 630.00$ 350.00$ 1,050.00$ 56 GREENWAY ARROW PLAQUE EA 8 140.00$ 1,120.00$ 51.00$ 408.00$ 300.00$ 2,400.00$ 57 GREENWAY SIGN EA 19 285.00$ 5,415.00$ 216.00$ 4,104.00$ 500.00$ 9,500.00$ 58 PEXCO CITY POST MODEL EAC, 36" WHITE WITH 2 GREY WRAPS EA 23 400.00$ 9,200.00$ 450.00$ 10,350.00$ 250.00$ 5,750.00$ 59 72" WHEEL STOP EA 8 140.00$ 1,120.00$ 180.00$ 1,440.00$ 400.00$ 3,200.00$ 60 6" YELLOW TACTILE GUIDE STRIP, VANGUARD ADA SYSTEMS OR APPROVED EQUAL LF 82 228.00$ 18,696.00$ 163.00$ 13,366.00$ 370.00$ 30,340.00$ 61 INSTALL EXISTING / RELOCATED SIGN EA 16 285.00$ 4,560.00$ 300.00$ 4,800.00$ 150.00$ 2,400.00$ 62 CURB PAINT LF 200 1.00$ 200.00$ 3.00$ 600.00$ 6.00$ 1,200.00$ 63 PREFORMED THERMOPLASTIC SHEETS (BROAD/MURRAY) SQFT 120 58.00$ 6,960.00$ 13.00$ 1,560.00$ 96.00$ 11,520.00$ 64 ZICLA ZEBRA CYCLE TRACK LANE SEPARATORS EA 48 230.00$ 11,040.00$ 240.00$ 11,520.00$ 150.00$ 7,200.00$ 65 4" YELLOW STRIPING LF 1,300 1.70$ 2,210.00$ 1.30$ 1,690.00$ 2.94$ 3,822.00$ 66 DETAIL 1 LF 2,750 1.40$ 3,850.00$ 1.10$ 3,025.00$ 1.50$ 4,125.00$ 67 DETAIL 8 LF 50 2.30$ 115.00$ 1.00$ 50.00$ 1.50$ 75.00$ 68 DETAIL 22 LF 2,450 2.00$ 4,900.00$ 3.40$ 8,330.00$ 2.50$ 6,125.00$ 69 DETAIL 39 LF 3,750 1.70$ 6,375.00$ 1.60$ 6,000.00$ 0.85$ 3,187.50$ 70 BIKE BUFFER LF 1,360 3.40$ 4,624.00$ 3.80$ 5,168.00$ 10.00$ 13,600.00$ 71 BIKE BUFFER AT DRIVEWAY SQFT 1,140 3.15$ 3,591.00$ 3.50$ 3,990.00$ 10.00$ 11,400.00$ 72 HI‐VIS CROSSWALK EA 35 1,140.00$ 39,900.00$ 1,320.00$ 46,200.00$ 500.00$ 17,500.00$ 73 STOP BAR LF 465 5.70$ 2,650.50$ 4.40$ 2,046.00$ 3.00$ 1,395.00$ 74 STOP LEGEND EA 32 230.00$ 7,360.00$ 384.00$ 12,288.00$ 125.00$ 4,000.00$ 75 STOP LEGEND (1/2 SCALE)EA 7 170.00$ 1,190.00$ 1,470.00$ 10,290.00$ 562.38$ 3,936.66$ 76 BIKE / PED DIRECTIONAL SYMBOL EA 2 400.00$ 800.00$ 840.00$ 1,680.00$ 600.00$ 1,200.00$ 77 TYPE II ARROW EA 1 285.00$ 285.00$ 378.00$ 378.00$ 150.00$ 150.00$ 78 TYPE IV ARROW EA 1 170.00$ 170.00$ 300.00$ 300.00$ 85.00$ 85.00$ 79 HUMP LEGEND EA 12 285.00$ 3,420.00$ 420.00$ 5,040.00$ 200.00$ 2,400.00$ 80 PED LEGEND EA 2 285.00$ 570.00$ 330.00$ 660.00$ 200.00$ 400.00$ 81 XING LEGEND EA 4 285.00$ 1,140.00$ 360.00$ 1,440.00$ 200.00$ 800.00$ 82 SLOW LEGEND EA 2 285.00$ 570.00$ 384.00$ 768.00$ 200.00$ 400.00$ 83 SCHOOL LEGEND EA 4 400.00$ 1,600.00$ 570.00$ 2,280.00$ 250.00$ 1,000.00$ 84 TURNING BIKE BOX EA 3 1,400.00$ 4,200.00$ 426.00$ 1,278.00$ 1,400.00$ 4,200.00$ 85 BIKE SYMBOL & ARROW EA 23 300.00$ 6,900.00$ 210.00$ 4,830.00$ 200.00$ 4,600.00$ 86 GREENBACK CHEVRON EA 25 650.00$ 16,250.00$ 360.00$ 9,000.00$ 650.00$ 16,250.00$ 87 GREENBACK SHARROW EA 2 900.00$ 1,800.00$ 366.00$ 732.00$ 650.00$ 1,300.00$ 88 GREENWAY SYMBOL EA 22 3,400.00$ 74,800.00$ 450.00$ 9,900.00$ 850.00$ 18,700.00$ 89 GREEN BIKE LANE MARKINGS (CASE 1) LF 118 91.00$ 10,738.00$ 3.60$ 424.80$ 50.00$ 5,900.00$ 90 GREEN BIKE LANE MARKINGS (CASE 2) LF 286 91.00$ 26,026.00$ 2.50$ 715.00$ 50.00$ 14,300.00$ 91 GREEN BIKE LANE MARKINGS (CASE 3) LF 364 91.00$ 33,124.00$ 3.00$ 1,092.00$ 50.00$ 18,200.00$ 92 GREEN SEALMASTER COLOR SAFE PAVEMENT MARKING SQFT 5640 11.00$ 62,040.00$ 5.20$ 29,328.00$ 7.25$ 40,890.00$ 93 YIELD LINE EA 5 450.00$ 2,250.00$ 45.00$ 225.00$ 150.00$ 750.00$ 94 RELOCATE RRFB SOLAR CROSSWALK (RAMONA) LS 1 3,000.00$ 3,000.00$ 3,400.00$ 3,400.00$ 2,782.00$ 2,782.00$ 95 RRFB SOLAR CROSSWALK (CHORRO/MILL) LS 1 39,000.00$ 39,000.00$ 38,000.00$ 38,000.00$ 31,664.00$ 31,664.00$ 96 FOOTHILL TO RAMONA BIKE PATH LIGHTING / CHORRO LIGHTING / CHORRO PG&E SERVICE LS 1 604,000.00$ 604,000.00$ 637,000.00$ 637,000.00$ 530,954.00$ 530,954.00$ 97 BENCHES (BIKE PATH & CHORRO/MOUNTAIN VIEW) EA 3 3,500.00$ 10,500.00$ 5,540.00$ 16,620.00$ 5,000.00$ 15,000.00$ 98 TRASH CONTAINER (BIKE PATH) EA 2 3,400.00$ 6,800.00$ 3,000.00$ 6,000.00$ 3,500.00$ 7,000.00$ Page 299 of 375 99 METAL PICKET FENCING (BIKE PATH) LF 136 134.00$ 18,224.00$ 255.00$ 34,680.00$ 213.00$ 28,968.00$ 100 CHAINLINK FENCE (CHORRO /101) LF 297 62.00$ 18,414.00$ 76.00$ 22,572.00$ 64.00$ 19,008.00$ 101 CHAINLINK GATES (CHORRO /101) EA 6 970.00$ 5,820.00$ 1,068.00$ 6,408.00$ 890.00$ 5,340.00$ 102 SOIL PREPARATION (NON‐BIORETENTION & TREE PITS) CY 130 220.00$ 28,600.00$ 230.00$ 29,900.00$ 150.00$ 19,500.00$ 103 BIORETENTION SOIL MIX CY 90 185.00$ 16,650.00$ 148.00$ 13,320.00$ 300.00$ 27,000.00$ 104 CLASS II DRAIN ROCK TON 200 165.00$ 33,000.00$ 76.00$ 15,200.00$ 110.00$ 22,000.00$ 105 ENERGY DISSIPATOR ROCK TON 5 320.00$ 1,600.00$ 724.00$ 3,620.00$ 450.00$ 2,250.00$ 106 IRRIGATION LS 1 145,900.00$ 145,900.00$ 158,000.00$ 158,000.00$ 144,400.00$ 144,400.00$ 107 TREE WATERING BAGS (NON‐IRRIGATED TREES) EA 35 165.00$ 5,775.00$ 174.00$ 6,090.00$ 96.00$ 3,360.00$ 108 PLANTING (SHRUBS ‐ ALL AREAS) SQFT 10,672 19.00$ 202,768.00$ 20.00$ 213,440.00$ 7.00$ 74,704.00$ 109 PLANTING (TREES ‐ ALL AREAS) EA 63 450.00$ 28,350.00$ 468.00$ 29,484.00$ 760.00$ 47,880.00$ 110 GREENWAY PLANTERS/SOIL/PLANTS EA 285 775.00$ 220,875.00$ 810.00$ 230,850.00$ 872.00$ 248,520.00$ 111 MULCH (BIORETENTION AREAS) CY 9 120.00$ 1,080.00$ 132.00$ 1,188.00$ 164.00$ 1,476.00$ 112 MULCH (CONVENTIONAL PLANTING AREAS & TREES) CY 96 120.00$ 11,520.00$ 132.00$ 12,672.00$ 130.00$ 12,480.00$ 113 GREENWAY PLANTERS MAINT/WATERING (1‐YR) LS 1 6,300.00$ 6,300.00$ 7,800.00$ 7,800.00$ 72,480.00$ 72,480.00$ 114 ESTABLISHMENT/MAINTENANCE ALL TREES & PLANTS (1 YR) LS 1 39,400.00$ 39,400.00$ 41,400.00$ 41,400.00$ 42,000.00$ 42,000.00$ 115 HAND WATER NON‐IRRIGATED TREES (1‐YR) EA 35 8,550.00$ 299,250.00$ 258.00$ 9,030.00$ 470.00$ 16,450.00$ 116 HAND WATER NON‐IRRIGATED UNDERSTORY PLANTINGS (1‐YR) LS 1 6,800.00$ 6,800.00$ 7,200.00$ 7,200.00$ 7,500.00$ 7,500.00$ 117 CURB RAMP ALMOND‐MISSION (E) C‐4.17 LS 1 27,000.00$ 27,000.00$ 29,050.00$ 29,050.00$ 41,000.00$ 41,000.00$ 118 CURB RAMP BROAD‐MISSION (E) C‐4.16 LS 1 21,000.00$ 21,000.00$ 47,700.00$ 47,700.00$ 82,000.00$ 82,000.00$ 119 CURB RAMP BROAD‐MISSION (N) C‐4.15 LS 1 21,000.00$ 21,000.00$ 34,970.00$ 34,970.00$ 66,000.00$ 66,000.00$ 120 CURB RAMP CENTER‐CHORRO (NE) C‐4.26 LS 1 26,500.00$ 26,500.00$ 24,300.00$ 24,300.00$ 48,000.00$ 48,000.00$ 121 CURB RAMP CENTER‐CHORRO (NW) C‐4.25 LS 1 23,600.00$ 23,600.00$ 27,270.00$ 27,270.00$ 53,500.00$ 53,500.00$ 122 CURB RAMP CENTER‐CHORRO (SE) C‐4.27 LS 1 23,700.00$ 23,700.00$ 22,360.00$ 22,360.00$ 40,000.00$ 40,000.00$ 123 CURB RAMP CENTER‐CHORRO (SW) C‐4.28 LS 1 23,700.00$ 23,700.00$ 25,390.00$ 25,390.00$ 47,000.00$ 47,000.00$ 124 CURB RAMP CERRO ROMAULDO‐FERRINI (NW) C‐4.4 LS 1 22,500.00$ 22,500.00$ 35,510.00$ 35,510.00$ 87,000.00$ 87,000.00$ 125 CURB RAMP CERRO ROMAULDO‐FERRINI (SE) C‐4.3 LS 1 20,250.00$ 20,250.00$ 21,670.00$ 21,670.00$ 40,000.00$ 40,000.00$ 126 CURB RAMP FELTON‐FERRINI (NW) C‐4.2 LS 1 20,000.00$ 20,000.00$ 21,650.00$ 21,650.00$ 39,000.00$ 39,000.00$ 127 CURB RAMP FELTON‐FERRINI (SW) C‐4.1 LS 1 20,000.00$ 20,000.00$ 19,410.00$ 19,410.00$ 38,000.00$ 38,000.00$ 128 CURB RAMP LINCOLN‐CHORRO (NE) C‐4.35 LS 1 22,500.00$ 22,500.00$ 30,110.00$ 30,110.00$ 47,000.00$ 47,000.00$ 129 CURB RAMP LINCOLN‐CHORRO (NW) C‐4.34 LS 1 26,000.00$ 26,000.00$ 27,410.00$ 27,410.00$ 50,000.00$ 50,000.00$ 130 CURB RAMP LINCOLN‐CHORRO (SE) C‐4.36 LS 1 23,000.00$ 23,000.00$ 29,170.00$ 29,170.00$ 61,000.00$ 61,000.00$ 131 CURB RAMP LINCOLN‐CHORRO (SW) C‐4.37 LS 1 22,500.00$ 22,500.00$ 24,680.00$ 24,680.00$ 45,000.00$ 45,000.00$ 132 CURB RAMP MEINEKE‐BROAD (N) C‐4.8 LS 1 24,900.00$ 24,900.00$ 27,110.00$ 27,110.00$ 58,000.00$ 58,000.00$ 133 CURB RAMP MEINEKE‐BROAD (S) C‐4.9 LS 1 20,700.00$ 20,700.00$ 22,130.00$ 22,130.00$ 46,000.00$ 46,000.00$ 134 CURB RAMP MEINEKE C‐4.10 LS 1 22,000.00$ 22,000.00$ 21,030.00$ 21,030.00$ 43,000.00$ 43,000.00$ 135 CURB RAMP MILL‐CHORRO (NW) C‐4.46 LS 1 20,300.00$ 20,300.00$ 22,240.00$ 22,240.00$ 42,000.00$ 42,000.00$ 136 CURB RAMP MILL‐CHORRO (NE) C‐4.49 LS 1 26,000.00$ 26,000.00$ 39,600.00$ 39,600.00$ 76,000.00$ 76,000.00$ 137 CURB RAMP MILL‐CHORRO (SE) C‐4.48 LS 1 23,000.00$ 23,000.00$ 36,060.00$ 36,060.00$ 90,000.00$ 90,000.00$ 138 CURB RAMP MILL‐CHORRO (SW) C‐4.47 LS 1 26,000.00$ 26,000.00$ 38,450.00$ 38,450.00$ 75,000.00$ 75,000.00$ 139 CURB RAMP MISSION‐CHORRO (NE) C‐4.20 LS 1 24,500.00$ 24,500.00$ 22,500.00$ 22,500.00$ 42,000.00$ 42,000.00$ 140 CURB RAMP MISSION‐CHORRO (NW) C‐4.19 LS 1 26,000.00$ 26,000.00$ 23,180.00$ 23,180.00$ 45,000.00$ 45,000.00$ 141 CURB RAMP MISSION‐CHORRO (SE) C‐4.21 LS 1 25,000.00$ 25,000.00$ 21,710.00$ 21,710.00$ 40,000.00$ 40,000.00$ 142 CURB RAMP MISSION‐CHORRO (SW) C‐4.22 LS 1 25,000.00$ 25,000.00$ 28,680.00$ 28,680.00$ 53,000.00$ 53,000.00$ 143 CURB RAMP MISSION BULBOUT C‐4.18 LS 1 20,000.00$ 20,000.00$ 28,280.00$ 28,280.00$ 76,000.00$ 76,000.00$ 144 CURB RAMP MOUNTAIN VIEW‐CHORRO (NE) C‐4.30 LS 1 26,000.00$ 26,000.00$ 28,800.00$ 28,800.00$ 50,000.00$ 50,000.00$ 145 CURB RAMP MOUNTAIN VIEW‐CHORRO (NW) C‐4.29 LS 1 23,000.00$ 23,000.00$ 23,410.00$ 23,410.00$ 42,000.00$ 42,000.00$ 146 CURB RAMP MOUNTAIN VIEW‐CHORRO (SE) C‐4.31 LS 1 39,700.00$ 39,700.00$ 52,160.00$ 52,160.00$ 83,000.00$ 83,000.00$ 147 CURB RAMP MOUNTAIN VIEW‐CHORRO (SW) C‐4.33 LS 1 24,000.00$ 24,000.00$ 24,610.00$ 24,610.00$ 43,000.00$ 43,000.00$ 148 CURB RAMP MURRAY‐BROAD (E) C‐4.12 LS 1 22,500.00$ 22,500.00$ 21,270.00$ 21,270.00$ 45,000.00$ 45,000.00$ 149 CURB RAMP MURRAY‐BROAD (N) C‐4.11 LS 1 20,700.00$ 20,700.00$ 19,040.00$ 19,040.00$ 42,000.00$ 42,000.00$ 150 CURB RAMP MURRAY‐BROAD (S) C‐4.13 LS 1 20,000.00$ 20,000.00$ 19,990.00$ 19,990.00$ 40,000.00$ 40,000.00$ 151 CURB RAMP MURRAY‐BROAD (W) C‐4.14 LS 1 20,400.00$ 20,400.00$ 18,200.00$ 18,200.00$ 39,000.00$ 39,000.00$ 152 CURB RAMP PEACH‐CHORRO (SE) C‐4.43 LS 1 28,700.00$ 28,700.00$ 39,670.00$ 39,670.00$ 56,000.00$ 56,000.00$ 153 CURB RAMP PEACH‐CHORRO (NW) C‐4.45 LS 1 28,700.00$ 28,700.00$ 37,050.00$ 37,050.00$ 56,000.00$ 56,000.00$ 154 CURB RAMP PEACH‐CHORRO (SW) C‐4.44 LS 1 28,800.00$ 28,800.00$ 29,010.00$ 29,010.00$ 49,000.00$ 49,000.00$ 155 CURB RAMP PEACH‐CHORRO (NE) C‐4.42 LS 1 30,500.00$ 30,500.00$ 38,320.00$ 38,320.00$ 51,000.00$ 51,000.00$ 156 CURB RAMP RAMONA‐BROAD (E) C‐4.6 LS 1 20,250.00$ 20,250.00$ 20,170.00$ 20,170.00$ 40,000.00$ 40,000.00$ 157 CURB RAMP RAMONA‐BROAD (W) C‐4.7 LS 1 33,700.00$ 33,700.00$ 45,450.00$ 45,450.00$ 83,000.00$ 83,000.00$ 158 CURB RAMP RAMONA CROSSING C‐4.5 LS 1 23,000.00$ 23,000.00$ 37,770.00$ 37,770.00$ 87,000.00$ 87,000.00$ 159 CURB RAMP VENABLE‐CHORRO (NE) C‐4.23 LS 1 22,000.00$ 22,000.00$ 20,940.00$ 20,940.00$ 44,000.00$ 44,000.00$ 160 CURB RAMP WALNUT‐CHORRO (SE) C‐4.40 LS 1 44,200.00$ 44,200.00$ 116,370.00$ 116,370.00$ 110,000.00$ 110,000.00$ 161 CURB RAMP WALNUT‐CHORRO (SE) C‐4.24 LS 1 22,000.00$ 22,000.00$ 23,940.00$ 23,940.00$ 44,000.00$ 44,000.00$ 162 CURB RAMP WALNUT‐CHORRO (N) C‐4.38 LS 1 41,500.00$ 41,500.00$ 57,970.00$ 57,970.00$ 144,000.00$ 144,000.00$ 163 ROUGH GRADING CUT (BIKE PATH) CY 300 99.00$ 29,700.00$ 75.90$ 22,770.00$ 152.00$ 45,600.00$ 164 ROUGH GRADING CUT (STORM WATER MITIGATION AREAS) CY 200 99.00$ 19,800.00$ 38.00$ 7,600.00$ 155.00$ 31,000.00$ 165 REMOVE EXISTING MANHOLE AND INSTALL (N) SEWER MANHOLE EA 1 53,000.00$ 53,000.00$ 13,550.00$ 13,550.00$ 25,000.00$ 25,000.00$ 166 INSTALL COATING ON (N) SEWER MANHOLE EA 1 11,000.00$ 11,000.00$ 12,000.00$ 12,000.00$ 4,502.00$ 4,502.00$ 167 REMOVE EXISTING CLEANOUT AND INSTALL (N) SEWER CLEANOUT EA 1 1,000.00$ 1,000.00$ 1,950.00$ 1,950.00$ 4,000.00$ 4,000.00$ 168 REMOVE EXISTING 12" CMP AND INSTALL (N) 12" PVC STORMDRAIN LF 45 440.00$ 19,800.00$ 318.00$ 14,310.00$ 248.00$ 11,160.00$ 169 ABANDON EXISTING SEWERLINE AND INSTALL (N) 6" HDPE SEWERLINE LF 275 305.00$ 83,875.00$ 280.00$ 77,000.00$ 109.00$ 29,975.00$ 170 CONNECT TO EXISTING SDMH PER ENG. STD. 3540 EA 1 3,400.00$ 3,400.00$ 2,770.00$ 2,770.00$ 5,500.00$ 5,500.00$ 171 CONNECT EXISTING SEWER LATERAL TO SEWER MAIN EA 4 1,000.00$ 4,000.00$ 4,900.00$ 19,600.00$ 5,000.00$ 20,000.00$ 172 RE‐GRADE SEWER LATERAL BEYOND 6 FEET LF 10 275.00$ 2,750.00$ 210.00$ 2,100.00$ 150.00$ 1,500.00$ 173 REMOVE EXISTING CONCRETE OUTLET STRUCTURE LS 1 3,200.00$ 3,200.00$ 1,680.00$ 1,680.00$ 8,000.00$ 8,000.00$ 174 INSTALL (N) CATCH BASIN EA 1 15,600.00$ 15,600.00$ 25,150.00$ 25,150.00$ 11,500.00$ 11,500.00$ 175 REMOVE AND REPLACE SIDEWALK SQFT 60 36.00$ 2,160.00$ 40.90$ 2,454.00$ 300.00$ 18,000.00$ 176 BYPASS PUMPING LS 1 39,000.00$ 39,000.00$ 2,900.00$ 2,900.00$ 30,000.00$ 30,000.00$ 177 POTHOLING LS 1 14,700.00$ 14,700.00$ 12,850.00$ 12,850.00$ 20,000.00$ 20,000.00$ 5,959,996.50$ 6,076,938.80$ 7,650,000.00$ Page 300 of 375 City of San Luis Obispo, Public Works, 919 Palm Street, San Luis Obispo, CA, 93401-3218, 805.781.7200, slocity.org February 2, 2023 John Madonna John Madonna Construction Co., Inc. PO Box 5310, San Luis Obispo, CA 93403 Subject: North Chorro Neighborhood Greenway, Specifications No. 1000036 On January 31, 2023 bids were opened for the North Chorro Neighborhood Greenway Project, Specification No. 1000036. Staff reviewed John Madonna Construction Co., Inc. (JMC) bid proposal and determined that the bid from JMC is non-responsive for the following reasons: 1. The percentage of work for the subcontractors listed on the List of Subcontractors accounted for 61.8% of the total base bid. Pursuant to Section 4100 of the Public Contracts Code subcontracting must not total more than 50% of the submitted bid. 2. References submitted in the bid proposal do not meet the minimum Contractor Qualifications stated within the Notice to Bidders. Specifically, the requirement for “one of the three reference projects must be for roadway maintenance by slurry sealing.” You have an opportunity to comment upon this determination. JMC may submit written material to the City explaining why its bid should be considered responsive no later than 5:00 PM, Friday, February 10, 2023. If submitted, the written materials will be evaluated and provided to the City Council for consideration. The City Council will make a decision and you will be notified of that decision. Sincerely, Jennifer Rice Transportation Planner/Engineer III Public Works Transportation Planning/Engineering 919 Palm Street, San Luis Obispo, CA 93401-3218 Attachments: JMC Bid Page 301 of 375 Page 302 of 375 Page 303 of 375 Page 304 of 375 Page 305 of 375 Page 306 of 375 Page 307 of 375 Page 308 of 375 Page 309 of 375 Page 310 of 375 Page 311 of 375 Page 312 of 375 Page 313 of 375 Page 314 of 375 Page 315 of 375 Page 316 of 375 Page 317 of 375 Page 318 of 375 Page 319 of 375 Page 320 of 375 Page 321 of 375 Page 322 of 375 Page 323 of 375 Page 324 of 375