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Item 6k. Authorization to Advertise Laguna Lake Dog Park Renovation Project SPEC NO. 2001068
Item 6k Department: Public Works Cost Center: 7001 For Agenda of: 4/2/2024 Placement: Consent Estimated Time: N/A FROM: Matt Horn, Public Works Director Prepared By: Erica Long, Capital Projects Manager SUBJECT: AUTHORIZATION TO ADVERTISE THE LAGUNA LAKE DOG PARK REVITALIZATION PROJECT, SPECIFICATION NO. 2001068 RECOMMENDATION 1. Approve the project plans and special provisions for the Laguna Lake Dog Park Revitalization, Specification 2001068; and 2. Authorize staff to advertise for bids; and 3. Authorize the City Manager to award the Construction Contract pursuant to Section 3.24.190 of the Municipal Code, including the Base Bid and Additive Alternates, if the lowest responsible bid is within the Publicly Disclosed funding amount of $1,130,000; 4. Authorize the City Engineer to approve Contract Change Orders up to the available project budget; and 5. Authorize the following appropriations and transfers: a. Transfer $800,000 Parkland In-Lieu (Quimby) Funds from the Laguna Lake Improvements account (2000057) to the project account (2001068); and, b. Appropriate $239,290 Park Improvement Funds from the Unreserved Fund Balance to the project account (2001068); and, c. Transfer $329,393 from account 2000526 (from two funding sources identified below) to the project account (2001068); and, i. $279,393 Capital Outlay Funds ii. $50,000 Parkland In-Lieu (Quimby) Funds 6. Unappropriate $1,478,195 Parkland In-Lieu (Quimby) Funds from the Laguna Lake Park Improvements project account (2000057) that will be received upon final certificate of occupancy of the multi-family units for San Luis Ranch; and 7. Authorize the Finance Director to return any unspent appropriated or transferred funding to its original account or fund, as identified in Recommendation #5; and 8. Approve a Draft Resolution entitled, “A Resolution of the City Council of the City of San Luis Obispo, California, authorizing use of Park Improvement Funds, Parkland In-Lieu (Quimby) Funds and Capital Outlay Funds to support the Laguna Lake Dog Park Revitalization Project, Specification Number 2001068.” Page 237 of 596 Item 6k POLICY CONTEXT On May 17, 2022, Council approved a Purchasing Policy Update to the Financial Management Manual that required Council approval for Public Projects that cost over $200,000. The City’s Charter under Section 804 allows the City Council to amend or supplement the budget by motion adopted by majority vote of the Council. Partial funding for this project comes from fees imposed by the Quimby Act within the Subdivision Map Act (Cal . Gov. Code § 66477) and Chapter 16.22 of the San Luis Obispo Municipal Code, which requires the fees be used for developing new or rehabilitating existing neighborhood parks, community parks, or recreation facilities that serve the subdivision paying the fees. The recommended use of Quimby funds and Park Improvement Funds to supplement the Laguna Lake Dog Park Revitalization project is consistent with this policy. DISCUSSION Background The City’s Parks and Recreation Blueprint for the Future (General Plan and Element) is a plan to guide the development of parks, facilities, and programs in the City through 2041. The Blueprint identified dog parks as a high priority amenity within the City of San Luis Obispo. The Laguna Lake Off-Leash Dog Area is an existing park created as an off- leash dog area over 25 years ago on Dalidio Drive located within Laguna Lake Park at 504 Madonna Road. The existing off-leash area is approximately three acres comprised of one large area that supports the mix of both large and small sized dogs, parking spaces, a restroom, and only a front fence that borders the off-leash dog area separating it from the parking lot and Dalidio road. Over the past two and half decades, the current dog park area at Laguna Lake has lost over a dozen trees to disease and drought conditions . There is a lack of irrigation to sustain the trees and turf areas and only one water spicket for both dogs and owners . The concrete pads for seating benches have settled and cracked. Due to the current uneven terrain, the majority of the acreage is either wet and swampy in winter months or dried out with severe cracks and fissures due to the clay dirt in the hotter months . The current fencing along only one side of the off-leash area and single-entry gates are no longer to standard of how dog parks are constructed and adding perimeter fencing and double gate entries will create a safe and secure formal dog park. Project The project scope includes removal of over a dozen tree stumps, several old and cracking concrete pads, and regrading of the area to mitigate marshy and unsafe conditions. The project will construct new safety features including a full perimeter fence around the 3- acre area with two separated dog areas for small and large sized dogs and incorporate double-gated entries into each dog area. Additional site amenities in the project include drinking fountains with dog bowls, ADA compliant concrete pathways , and additional seating areas. Page 238 of 596 Item 6k The project plans (Attachment B) and specifications (Attachment C) are structured with a Base Bid, Additive Alternate A, and Additive Alternative B to maximize what the City can construct within the available funding. The strategy is to award the contract with the Base Bid and Additive Alternates as funding will allow, up to the Publicly Disclosed amount of $1,130,000 in compliance with Public Contract Code Section 20103.8(c). The project’s Base Bid includes removal of existing tree stumps and concrete pads, regrading the site, all fencing, wood bark mulch throughout the dog areas, concrete flatwork and pathways, and drinking fountains. The project’s Additive Alternative A would add all landscaping and irrigation needed for the fully designed project including new turf areas, trees, and shrubs in each dog section. The project’s Additive Alternative B includes shade sails in both the large and small dog areas. Previous Council or Advisory Body Action On June 1, 2021, Council approved the 2021-23 Financial Plan and the Parks and Recreation General Plan Implementation Project allocating funding for prioritized amenity upgrades. On July 6, 2021, Council approved the Parks and Recreation Blueprint for the Future: 2021-2041. In January 2023, the Parks and Recreation Commission (PRC) reviewed and provided direction to staff on two conceptual layouts for the Laguna Lake Dog Park. In February 2023, the PRC reviewed and provided additional direction to staff on the final conceptual layout for the Laguna Lake Dog Park. In March 2023, the City received the 50% plans, specifications and estimate for a $2,000,000 project. City staff directed the consultant to make updates to reduce the cost of the project. In September 2023 staff presented the updated project to the PRC resulting in the PRC advising staff to fund the full project based on community feedback and as a key priority from the Blueprint. Staff has reviewed and identified amenities and assessed the costs to be reduced by eliminating items that could be funded in a future phase, such as solar lighting. Ultimately it was decided to reduce costs by replacing pavers in the plaza with concrete flat work, eliminating extra concrete paths, eliminating solar lights, replacing the pergola with shade sails, eliminating windscreens, and eliminating the kiosk board and entrance sign. Some amenities will be reused or provided after construction including picnic tables, benches, trash receptacles, dog bag dispensers, and pet rinsing station. Landscaping and irrigation were separated into an Additive Alternative A and shade s ails into Additive Alternative B so the project can be advertised with a Base Bid and Alternates. Staff will only award the Base Bid and Alternates as funding allows within the publicly disclosed funding limit. Public Engagement City staff conducted an in-person feedback session at the Laguna Lake Park in May 2022, as well as promoted an online survey in June 2022 to receive community input on the project components for the design which received over 650 responses. The results of the survey were posted on the Parks and Recreation Current Projects webpage. Conceptual layouts were presented to the PRC in January and February 2023, to gain feedback on the project design with a final presentation in September 2023 regarding the anticipated project costs. Page 239 of 596 Item 6k CONCURRENCE There is concurrence from the Community Development Department through the review and approval of the project for building permit issuance. This project also has concurrence from the Parks and Recreation Department as they have reviewed the project through out the design process. There is also concurrence from the PRC of the importance of this project in supporting the community needs. ENVIRONMENTAL REVIEW The project is exempt from environmental review under Section 1530 3 Class 3 (new construction or conversion of small structures) of the California Environmental Quality Act (CEQA) Guidelines because the project proposes negligible expansion of the existing use. This project consists of work within the existing limits of the off -leash dog area. The project consists of the construction of small structures including fencing in the off -leash dog area into a dog park with a small dog area and large dog area, adding a shade structure, hydration station, seating, and ground improvements. The project would result in a negligible expansion of the existing use. The project is consistent with the applicable general plan policies as well with applicable City Regulations. A Notice of Exemption will be filed with the Community Development Department. FISCAL IMPACT Budgeted: Yes Budget Year: 2023-24 Funding Identified: Yes Fiscal Analysis: Park projects may be funded using different fund balances collected by the City depending on the source. Staff are requesting to utilize three different fund sources to support the Laguna Lake Dog Park project: - General Fund-Capital Outlay Funds: Funding allocated and approved by Council for a specific project within the financial plan, such as support for the Parks and Recreation Blueprint identified projects. - Parkland In-Lieu (Quimby) Funds: Funding collected through new development in place of developments providing identified park acreage and/or amenities. These specific funds requested to be used on this project were collected through the San Luis Ranch Development and must be spent at Laguna Lake Park. - Park Improvement Funds: Funding provided by developer for improvements to current park systems. The dog park project was originally included under the Parks and Recreation General Plan Implementation account (2000526) which was created to support primary needs outlined in the 2021 adopted Blueprint. The first project staff was directed to pursue was the Laguna Lake Dog Park. The account 2001068 has been created specifically for the construction of the Laguna Lake Dog Park. Page 240 of 596 Item 6k Staff is requesting to transfer the remaining balance of $329,323 from the 2000526 account that was planned to be used for this project. The Laguna Lake Park Improvement account 2000057 is funded by the Parkland In-Lieu (Fund 501) fees collected from the San Luis Ranch development agreement which is identified to support park improvements directly related to the adjacent Laguna La ke Park. The City’s Park Improvement Fund is funded by various city-wide developments to support community park improvements, and staff have identified these funds to support the Laguna Lake Dog Park project. Existing Laguna Lake Park Improvements Project Allocation The Laguna Lake Improvements Project, a subproject in the Development Related Parks Improvements (Account #2000057) is funded entirely by San Luis Ranch parkland in-lieu fees. Within the 2019-21 Financial Plan and in anticipation to support the forecasted adoption of the new Parks and Recreation Blueprint priorities , Council appropriated $300,000 of Parkland in-lieu (Quimby) Funds to enhance Laguna Lake Park. Within the 2021-23 Financial Plan, Council appropria ted an additional $2,875,026 to the Laguna Lake Improvements project. The combined total allocation amount of $3,175,026 aligns with the maximum parkland in-lieu fees forecasted for both single family and multi-family units outlined in the development agreement for San Luis Ranch. However, at the time of this report, only $1,696,831 has been collected in parkland in -lieu fees for the single-family units within the San Luis Ranch development. Staff is recommending that $1,478,195 be unappropriated from the Laguna Lake Park Improvement Project (2000057) since the total anticipated funds have not been fully collected. The City will receive the balance of the full projected amount of parkland in-lieu fees from San Luis Ranch upon final certificate of occupancy of the multi-family units. It is proposed to transfer $800,000 from the collected San Luis Ranch development fees in Laguna Lake Improvements account 2000057 to the Laguna Lake Dog Project account 2001068 which can only be used at Laguna Lake Park . The remaining $896,831 of the $1,696,831 San Luis Ranch development fees collected to date are planned to fund future park amenity enhancements at the Laguna Lake Park. The table below provides a summary of accounting for the Laguna Lake Park Improvement Project (2000057): Laguna Lake Park Improvements Project (2000057) Parkland In-Lieu (Quimby) Funds FY2019-21 $300,000 FY2021-23 $2,875,026 Uncollected Fees (unappropriate) -$1,478,195 Transfer to Laguna Lake Dog Park -$800,000 New Balance $896,831 Project Funding Sources On July 18, 2023, Council approved the transfer of $750,000 Parkland In-Lieu (Quimby) Funds from the Parks and Recreation General Plan Implementation project (2000526) to award construction of the North Board Street Park Project. At that time, the $800,000 from the 2023-25 Financial Plan was intended to support the Laguna Lake Dog Park Page 241 of 596 Item 6k project which was still under design review and not anticipated to go to Council for several months. As these funds were able to be utilized in support of city-wide park projects, staff utilized $750,000 from that fund to support the North Broad Street Neighborhood Park project. Staff were in agreement as sufficient project replacement funds for th e dog park project were identified within the San Luis Ranch Parkland In-Lieu (Quimby) Funds Balance (2000057) which are eligible to be utilized for park projects associated specifically at Laguna Lake Park. The balance of the initial Parkland In-Lieu (Quimby) Funds resulted in $50,000 remaining in the account which staff are requesting to transfer to the Laguna Lake Dog Park Revitalization project (2001068). Staff is recommending funding the Laguna Lake Dog Park Project account (2001068) through the following transfers and appropriations: Transfer $800,000 from Parkland In-Lieu Fund from account (2000057-01) Transfer $329,393 from account 2000526 ($50,000 are Capital Outlay Funds and $279,393 are Parkland In-Lieu (Quimby) Funds) Appropriate $239,290 from Park Improvement Fund Unreserved Fund Balance which currently has a balance of $239,290. Funding Sources Total Budget Available Current Funding Request Remaining Balance Annual Ongoing Cost General Fund: Capital Outlay Fund Account 2000526 $279,393 $279,393 $0 N/A Other: Parkland In-Lieu (Quimby) Fund (501): Account 2000526 $0 $50,000 $0 N/A *Other: Parkland In-Lieu (Quimby) Fund (501): Account 2000057 $1,696,831 $800,000 $896,831 N/A Other: Park Improvement Fund (519): Available Balance $239,290 $239,290 $0 N/A Total $2,265,514 $1,368,683 $896,831 N/A *These funds can only be spent at Laguna Lake Park as required by the San Luis Ranch Impact Fees Page 242 of 596 Item 6k Laguna Lake Dog Park, Specification No. 2001068 Capital Outlay Funds Parkland In- Lieu (Quimby) Funds Parkland In-Lieu (Quimby) Funds Park Improvement Funds Project Total Costs Parks and Rec General Plan Implementation Account (2000526) Parks and Rec General Plan Implementation Account (2000526) Development Related Parks Improvement - Laguna Lake Improvements: Account (2000057- 01) Unreserved Fund Balance Base Engineer Estimate $279,393 $50,000 $520,607 $0 $850,000 Additive Alternative A $0 $0 $196,000 $34,000 $230,000 Additive Alternative B $0 $0 $50,000 $0 $50,000 Total $279,393 $50,000 $766,607 $34,000 $1,130,000 Contingencies (18%) $0 $0 $33,393 $39,607 $73,000 Total Construction Estimate $279,393 $50,000 $800,000 $73,607 $1,203,000 Materials Testing: $0 $0 $0 $10,000 $10,000 Construction Consultant Support $0 $0 $0 $24,000 $24,000 Printing: $0 $0 $0 $1,683 $1,683 Total Project Estimate $279,393 $50,000 $800,000 $109,290 $1,238,683 Current Available Balance: $279,393 $50,000 $1,696,831 $239,290 $2,265,514 New Requested Funding $279,393 $50,000 $800,000 $109,290 $1,238,683 Funds Remaining $0 $0 $896,831 $130,000 $1,026,831 ALTERNATIVES 1. Approve authorization to advertise the project with a reduced publicly disclosed funding amount. The City Council may choose to approve the project and authorize the project advertisement with a publicly disclosed funding amount of $1,000,000. This would reduce the $239,290 appropriation from the Park Improvement Funds to $89,290 and will leave $150,000 in the Park Improvement Funds for other city-wide park projects. Staff does not recommend this alternative because the lower funding limit will reduce the park amenities that can be constructed with this project. 2. Approve authorization to advertise the project and require staff to only use funding dedicated to Laguna Lake Park from the San Luis Ranch Development. The City Council may choose to approve the project and authorize the project advertisement with a publicly disclosed funding amount of $1,130,000 but only use funds from the Parkland In-Lieu (Quimby) Funds (Project 2000057) from the San Luis Ranch Development Agreement. This would eliminate the requested appropriation from the Park Improvement Funds and eliminate the transfer request from Account 2000526 in order to spend this funding on other city-wide park projects. Staff does not recommend this alternative as it limits the future improvements that can Page 243 of 596 Item 6k be made within Laguna Lake Park with the fees collected from the San Luis Ranch Development. 3. Direct Staff to work with the Parks and Recreation Commission. Council could direct staff to work with Staff to reduce the scope of the project or defer cert ain amenities to future phases. Council should identify any specific amenities or elements of the project that might be deferred or identified for potential fundraising. 4. Deny or defer authorization to advertise the project. The City Council may choose not to authorize project advertisement. Staff does not recommend this alternative as the Parks and Recreation Blueprint for the Future: 2021 -2041 (General Plan and Element) highlighted the Laguna Lake Off-Leash Dog Area in the Near-Term improvements as needing fencing, shade, and ground treatment. ATTACHMENTS A - Draft Resolution authorizing use of Park Improvement Funds, Parkland In-Lieu (Quimby) Funds, Capital Outlay Funds to support Laguna Lake Dog Park Revitalization (Spec. No. 2001068) B - Project Plans (Spec. No. 2001068) C - Project Special Provisions (Spec. No. 2001068) D - Current photo examples of Laguna Lake Off-Leash Dog Area Page 244 of 596 R ______ RESOLUTION NO. _____ (2024 SERIES) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN LUIS OBISPO, CALIFORNIA, AUTHORIZING USE OF PARK IMPROVEMENT FUNDS, PARKLAND IN-LIEU (QUIMBY) FUNDS AND CAPITAL OUTLAY FUNDS TO SUPPORT THE LAGUNA LAKE DOG PARK REVITALIZATION PROJECT, SPECIFICATION NUMBER 2001068 WHEREAS, in June of 2021, the City Council approved the 2021-23 Financial Plan – Capital Improvement Plan, which identified the Parks and Recreation General Plan Implementation project (2000526) with a total budget of $400,000 of Capital Outlay Funds; and WHEREAS, in July of 2021, the City Council approved the Parks and Recreation Blueprint for the Future: 2021-2041, which identified dog parks as a near-term priority; and WHEREAS, in June of 2023, the City Council approved the 2023-25 Financial Plan – Capital Improvement Plan, which identified the Parks and Recreation General Plan Implementation project (2000526) with an additional $800,000 of Parkland In-Lieu (Quimby) Funds; and WHEREAS, in July of 2023, the City Council approved the transfer of $750,000 of Parkland In-Lieu (Quimby) Funds from the Parks and Recreation General Plan Implementation project (2000526) to support construction of the North Broad Street Neighborhood Park; and WHEREAS, to represent available and collected funds, staff is recommending the City Council unappropriate $1,478,195 Parkland In-Lieu (Quimby) Funds from the Laguna Lake Park Improvements project (2000057) due to the fees not being collected yet; and WHEREAS, to provide funding to support the total construction contract for the Project, staff is recommending the City Council approve the transfer of $800,000 Parkland In-Lieu (Quimby) Funds from the Laguna Lake Improvements account (2000057) to the project account (2001068); and WHEREAS, to provide funding to support the total construction contract for the Project, staff is recommending the City Council approve the transfer of the remaining account balance of $279,393 Capital Outlay Funds from the Parks and Recreation General Plan Implementation project (2000526) to the project account (2001068); and Page 245 of 596 Resolution No. _____ (2024 Series) Page 2 R ______ WHEREAS, to provide funding to support the total construction contract for the Project, staff is recommending the City Council approve the transfer of the remaining account balance of $50,000 Parkland In-Lieu (Quimby) Funds from the Parks and Recreation General Plan Implementation project (2000526) to the project account (2001068); and WHEREAS, to provide funding to support the total construction contract for the Project, staff is recommending the City Council appropriate and approve the use of $239,290 Park Improvement Funds from the Unreserved Fund Balance to the project account (2001068); and NOW, THEREFORE, BE IT RESOLVED by the Council of the City of San Luis Obispo as follows: Page 246 of 596 Resolution No. _____ (2024 Series) Page 3 R ______ SECTION 1. The City Council authorizes unappropriating $1,478,195 Parkland In- Lieu (Quimby) Funds from the Laguna Lake Park Improvements (2000057); and City Council approves the transfers of $800,000 in Parkland In-Lieu (Quimby) Funds from the Laguna Lake Park Improvements (2000057), $279,393 in Capital Outlay Funds from the Parks and Recreation General Plan Implementation (2000526), and $50,000 in Parkland In-Lieu (Quimby) Funds from the Parks and Recreation General Plan Implementation (2000526) to the Laguna Lake Dog Park Revitalization Project ; and City Council appropriates and approves the use of $239,290 Park Improvement Funds from the Unreserved Fund Balance to the Laguna Lake Dog Park Revitalization Project. Upon motion of _______________________, seconded by _______________________, and on the following roll call vote: AYES: NOES: ABSENT: The foregoing resolution was adopted this _____ day of _____________________ 2024. ___________________________ 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 247 of 596 Page 248 of 596 / // / / / / / / / // / / / / / / / // •• •• •• •• • • • • • • • • • ••• •• • • • • • • •• •• • • • • • • • • 13 13 15 19 70 19 • • • • 131313131311111313 • • • • • • • • •• 12/21/2023 C-1.0 31 APPROVED BY SPECIFICATION NO. FILE NO./LOCATION DATE OF SHEET Reference Documents: City Standard Specifications - August 2020 Edition City Engineering Standards - August 2020 Edition APPLICABLE CODES: CALTRANS STANDARD PLANS - 2022 CBC - 2022 California Building Code CPC - 2022 California Plumbing Code GBC - 2022 Green Building Code CFC - 2022 California Fire Code 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN CALIFORNIA" BY PHONE AT 8-1-1 TWO WORKING DAYS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES. 2. THE CONTRACTOR SHALL POSSESS A CLASS "A" LICENSE AT THE TIME OF THE BID OPENING. 3. CONTRACTOR SHALL DETERMINE ALL UTILITY CONFLICTS AND SHALL POTHOLE AND LOCATE PRIOR TO CONSTRUCTION, UTILITY LOCATION, DEPTH, SIZE AND MATERIAL SHALL BE REPORTED TO THE ENGINEER, AS REQUIRED BY THE SPECIAL PROVISIONS 4. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED DURING ALL CONSTRUCTION AND GROUND DISTURBING ACTIVITIES PER CITY OF SAN LUIS OBISPO STANDARDS. 5. SEE APPENDIX [B] OF THE PROJECT SPECIAL PROVISIONS FOR THE GEOTECHNICAL ENGINEERING REPORT "LAGUNA LAKE DOG PARK IMPROVEMENTS, 504 MADONNA ROAD, SAN LUIS OBISPO, CALIFORNIA" PREPARED ON AUGUST 4, 2023 FOR THE CITY OF SAN LUIS OBISPO index to plans Brian Nelson R.C.E. C 79870 City Engineer general notes: datum: CONSULTANT NAME: LAGUNA LAKE DOG PARK 5(9,7$/,=$7,21 504 MADONNA ROAD CONSTRUCTION MANAGEMENT www.wallacegroup.us MECHANICAL ENGINEERING LANDSCAPE ARCHITECTURE SURVEYING / GIS SOLUTIONS WATER RESOURCES PUBLIC WORKS ADMINISTRATION PLANNING CIVIL AND TRANSPORTATION ENGINEERING •• 1. SEE SHEET SC-1 FOR SURVEY DATUM INFORMATION. 200Scale: NTS DOG PARK LOCATION MAP ENGINEER OF RECORD: scope of work: WORK FOR THIS PLAYGROUND RENOVATION PROJECT INCLUDES: 1. REMOVAL OF THE EXISTING FENCE AND CMU WALLS, EXISTING LOG BARRIERS, EXISTING CONCRETE, EXISTING BENCHES, AND EXISTING NON-ADA COMPLIANT PATH OF TRAVEL. 2. INSTALLATION OF NEW SIDEWALK, RECREATION AREAS, SHADE EQUIPMENT, PAVERS, PICNIC TABLES, BENCHES, FENCING, ADA PATH OF TRAVEL, ADA COMPLIANT RAMP, AND WATER FOUNTAINS. E (SIGNATURE) ANN SEVER F ST OEAT A L IFC R S REGI ET LIC. #4038 AL N E D PADSC R NO IA E C T CH AR T I Sheet List Table D A L I D I O D R I V E deferred submittals: 1. SHADE STRUCTURE STRUCTURAL DESIGN. SEE SPECIAL PROVISIONS, SECTION 5-1.23B(3) 2. SWPPP SCALE: NTS Page 249 of 596 FILE NAME: 061-118 NOTE.DWG GENERAL NOTES 1. THESE PLANS ARE PART OF A SET OF CONTRACT DOCUMENTS AND SHALL NOT BE CONSIDERED THE SOLE SOURCE OF CONSTRUCTION INFORMATION. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE CITY OF SAN LUIS OBISPO AND CALTRANS STANDARDS AND SPECIFICATIONS, THE CONTRACT DOCUMENTS AND WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY OF SAN LUIS OBISPO PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR SHALL HAVE COPIES OF THE APPROVED CONTRACT DOCUMENTS FOR THIS PROJECT ON THE SITE AT ALL TIMES AND SHALL BE FAMILIAR WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS. 3. CONTRACTOR AGREES THAT HE OR SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE DURING THE COURSE OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE ENGINEER AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER, OR THIRD PARTY IN VIOLATION OF THE LAW OR IN TRESPASS. THE CONTRACTOR SHALL PRACTICE SAFETY AT ALL TIMES AND SHALL FURNISH, ERECT, AND MAINTAIN, SUCH FENCES, BARRICADES, LIGHTS, AND SIGNS NECESSARY TO GIVE ADEQUATE PROTECTION TO THE PUBLIC AT ALL TIMES. 4. INFORMATION PERTAINING TO EXISTING UNDERGROUND FACILITIES IS BASED ON RECORD INFORMATION AND IS SHOWN FOR INFORMATION PURPOSES ONLY. UNDERGROUND FEATURES SHOWN IN PLAN VIEW ON THE PLANS ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, AND MAY NOT APPEAR IN PROFILE OR SECTION VIEWS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL AGENCIES INVOLVED AND SHALL LOCATE ALL FACILITIES PRIOR TO EXCAVATION IN ANY AREA. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA), TOLL FREE AT 811 AND THE CITY OF SAN LUIS OBISPO FORTY-EIGHT (48) HOURS PRIOR TO THE START OF CONSTRUCTION. 5. THE CONTRACTOR SHALL CONTINUALLY REVIEW JOB SITE CONDITIONS. CONDITIONS REQUIRING CONSTRUCTION DIFFERENT FROM THAT SHOWN ON THE PLANS SHALL BE REPORTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED CONSTRUCTION. 6. THESE DRAWINGS REPRESENT THE FINISHED CONDITION AND UNLESS OTHERWISE INDICATED, THEY DO NOT SHOW THE METHOD OF CONSTRUCTION. 7. ALL IMPROVEMENTS SHOWN OR INDICATED ON THESE DRAWINGS ARE TO BE CONSTRUCTED AND/OR INSTALLED BY THE CONTRACTOR ON THIS PROJECT, UNLESS THEY ARE CALLED OUT AS: "EXISTING", "FUTURE", "NIC", NOT A PART; OR HAVE SOME OTHER EXCLUDING NOTATION. 8. CONTRACTOR SHALL KEEP A SET OF PROJECT DRAWINGS ON WHICH RECORD INFORMATION SHALL BE PLACED NOTING DEVIATIONS FROM THE PLANS IN THE LOCATION, GRADE, SIZE, TYPE, AND SCOPE OF WORK WHICH IS CONSTRUCTED. 9. OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) REQUIREMENTS AND STANDARDS SHALL BE OBSERVED AT THE JOB SITE AT ALL TIMES. 10. EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE OR SHALL BE TIED OUT BY A CALIFORNIA LICENSED LAND SURVEYOR PRIOR TO DISTURBANCE. PROPER RESETTING OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. ANY SURVEY MONUMENTS DISTURBED BY THE CONTRACTOR SHALL BE REPLACED PRIOR TO OCCUPANCY BY A PROFESSIONAL LICENSED LAND SURVEYOR IN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA BUSINESS AND PROFESSIONS ACT. 11. ALL CONSTRUCTION SHALL BE IN COMPLETE COMPLIANCE WITH ALL RECOMMENDATIONS AND REQUIREMENTS AS SET FORTH IN THE GEOTECHNICAL ENGINEERING REPORT, TITLED LAGUNA LAKE DOG PARK IMPROVEMENTS 504 MADONNA ROAD SAN LUIS OBISPO, CA DATED AUGUST 4, 2023. 12. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO STARTING OF CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY WILL BE REJECTED AND WILL BE AT THE CONTRACTOR'S RISK. 13. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE CITY OF SAN LUIS OBISPO STANDARDS AND SPECIFICATIONS. ALL TESTS MUST BE MADE WITHIN 15 DAYS PRIOR TO THE PLACING OF MATERIAL. THE TEST RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL. 14. COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL AS SPECIFIED BY THE SOILS ENGINEER AND CITY STANDARDS. SAID TESTS SHALL BE MADE PRIOR TO THE PLACING OF THE NEXT MATERIAL. COMPACTION REPORTS TO BE PROVIDED TO THE ENGINEER OF RECORD. 15. SITE SOILS WITHIN FLATWORK AREAS SHALL BE EXCAVATED AS RECOMMENDED IN THE GEOTECHNICAL REPORT "LAGUNA LAKE DOG PARK IMPROVEMENTS, 504 MADONNA ROAD, SAN LUIS OBISPO, CALIFORNIA". THE EXPOSED SURFACES SHALL THEN BE SCARIFIED, MOISTURE CONDITIONED, AND RECOMPACTED. 16. ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. 17. CONSTRUCTION ACTIVITY ON-SITE SHALL BE LIMITED TO THE HOURS OF 7:00AM TO 4:00PM MONDAY THROUGH FRIDAY, AND EXCLUDING HOLIDAYS. 18. DESIGNS OF ALL FOUNDATIONS, ROADWAYS, CURBS, AND OTHER STRUCTURES SHALL BE REVIEWED BY A GEOTECHNICAL ENGINEER TO ENSURE THAT THEY ARE COMPATIBLE WITH THE SOILS PROPERTIES AND CONDITIONS ON THE PROJECT SITE. 19. ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THE CITY UTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE ENGINEERING STANDARD AND STANDARD SPECIFICATIONS (ADOPTED AUGUST 2020). 20. PARKING LOT STRIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE PARKING AND DRIVEWAY STANDARDS AND CITY ENGINEERING STANDARD #2250. 21. ALL SURFACE AND SUBSURFACE DRAINAGE SYSTEMS DESIGNED AT LESS THAN 2% FINAL GRADIENTS CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER PRIOR TO FINAL INSPECTION APPROVALS. CONSTRUCTION NOTES 1. CONTRACTOR SHALL INVESTIGATE THE SITE DURING CLEARING, DEMOLITION AND EARTHWORK OPERATION FOR ANY EXISTING HAZARD SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS OR LARGE DEPOSITS OF ORGANIC MATERIAL, ETC. IF ANY SUCH HAZARDS ARE FOUND, THE OWNER AND ENGINEER SHALL BE NOTIFIED. ALL EXISTING SURFACE STRUCTURES, FENCES, TANKS, PIPES, ETC., AND ANY BURIED MATERIAL SPECIFIED IN THE PLANS FOR REMOVAL FROM THE SITE SHALL BE DISPOSED OF AT A LICENSED DISPOSAL FACILITY. 2. CONTRACTOR SHALL PROVIDE A MIN. OF 48 HOURS WRITTEN NOTICE TO THE PROJECT REPRESENTATIVE AND SURVEYOR WHEN REQUESTING SURVEY STAKES. 3. ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER & SIDEWALK, OR DRIVEWAY APPROACH SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE ENGINEER. NEW CURB, GUTTER, SIDEWALK, UTILITY ABANDONMENTS, AND NEW UTILITIES SHALL COMPLY WITH THE LATEST CITY ENGINEERING STANDARDS.. 4. A COMPACTION REPORT SHALL BE PROVIDED FROM A LICENSED SOILS ENGINEER STATING THAT THE BASE AND SUBGRADE WERE PREPARED IN ACCORDANCE WITH THE PROJECT SOILS REPORT OR THE CITY PARKING AND DRIVEWAY STANDARDS. PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATION, NON-VEHICULAR AREAS SHALL BE 90% COMPACTION AND VEHICULAR AREAS SHALL BE 95% COMPACTION. 5. A LICENSED LAND SURVEYOR SHALL CERTIFY SEWER LATERALS WITH A SLOPE NOT LESS THAN 18" PER FOOT OR 1% AT TIME OF INSTALLATION. SURVEYORS FIELD REPORT SHALL INCLUDE SPOT ELEVATIONS VERIFIED AT NOT LESS THAN 10' INTERVALS AND PROVIDED TO THE BUILDING INSPECTOR AT OR BEFORE THE SEWER LATERAL INSPECTION. 6. THE ELEVATION OF THE FOUNDATION FORMS SHALL BE CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER FOR COMPLIANCE WITH THE APPROVED BUILDING PLANS AND CITY ORDINANCES PRIOR TO FOUNDATION INSPECTION APPROVALS CUT: 2,500 CU, YDS. FILL: 550 CU, YDS. NET: 1,950 CU, YDS. QUANTITY ESTIMATES SHOWN ON THIS PLAN ARE TO BE USED FOR BONDING AND PERMIT PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ACTUAL QUANTITIES FOR THE PURPOSES OF CONSTRUCTION & BIDDING. THESE QUANTITIES DO NOT ASSUME ANY LOSSES DUE TO SHRINKAGE, DIRT REMOVAL DUE TO UNSUITABLE SUBGRADE MATERIAL OR REUSE OF EXISTING ASPHALT ON-SITE. GRADING NOTES 1. IF EXCAVATIONS ENCOUNTER SIGNIFICANT PALEONTOLOGICAL RESOURCES, ARCHAEOLOGICAL RESOURCES, OR CULTURAL MATERIAL, THEN CONSTRUCTION ACTIVITIES THAT MAY AFFECT THEM SHALL CEASE UNTIL THE EXTENT OF THE RESOURCE IS DETERMINED AND THE COMMUNITY DEVELOPMENT DIRECTOR APPROVES APPROPRIATE PROTECTIVE MEASURES. THE COMMUNITY DEVELOPMENT DIRECTOR SHALL BE NOTIFIED OF THE EXTENT AND LOCATION OF DISCOVERED MATERIALS SO THAT A QUALIFIED ARCHAEOLOGIST MAY RECORD THEM. 2. IF PRE-HISTORIC NATIVE AMERICAN ARTIFACTS ARE ENCOUNTERED, A NATIVE AMERICAN MONITOR SHOULD BE CALLED INTO WORK WITH THE ARCHAEOLOGIST TO DOCUMENT AND REMOVE THE ITEMS. DISPOSITION OF ARTIFACTS SHALL COMPLY WITH STATE AND FEDERAL LAWS. APPLICABLE CODES: CALTRANS STANDARD PLANS - 2022 CBC - 2022 California Building Code CPC - 2022 California Plumbing Code GBC - 2022 Green Building Code CFC - 2022 California Fire Code SWPPP AND EROSION CONTROL 1. CONTRACTOR SHALL PREPARE SWPPP AND OBTAIN WDID NUMBER FOR PROJECT. SWPPP SHALL BE A PART OF THE DEFERRED SUBMITTAL PACKAGE. 2. EROSION CONTROL MEASURES FOR WIND, WATER, MATERIAL STOCKPILES, AND TRACKING SHALL BE IMPLEMENTED ON ALL PROJECTS AT ALL TIMES AND SHALL INCLUDE SOURCE CONTROL, INCLUDING PROTECTION OF STOCKPILES, PROTECTION OF SLOPES, PROTECTION OF ALL DISTURBED AREAS, PROTECTION OF ACCESSES, AND PERIMETER CONTAINMENT MEASURES. EROSION CONTROL SHALL BE PLACED PRIOR TO THE COMMENCEMENT OF GRADING AND SITE DISTURBANCE ACTIVITIES UNLESS THE PUBLIC WORKS DEPARTMENT DETERMINES TEMPORARY MEASURES TO BE UNNECESSARY BASED UPON LOCATION, SITE CHARACTERISTICS OR TIME OF YEAR. THE INTENT OF EROSION CONTROL MEASURES SHALL BE TO KEEP ALL GENERATED SEDIMENTS FROM ENTERING A SWALE, DRAINAGE WAY, WATERCOURSE, ATMOSPHERE, OR MIGRATE ONTO ADJACENT PROPERTIES OR ONTO THE PUBLIC RIGHT-OF-WAY. 3. SITE INSPECTIONS AND APPROPRIATE MAINTENANCE OF ALL EROSION CONTROL MEASURES/DEVICES SHALL BE CONDUCTED AND DOCUMENTED AT ALL TIMES DURING CONSTRUCTION AND ESPECIALLY PRIOR TO, DURING, AND AFTER RAIN EVENTS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT AND MAINTENANCE OF ALL EROSION CONTROL MEASURES/DEVICES AS SPECIFIED BY THE APPROVED PLAN UNTIL SUCH TIME THAT THE PROJECT IS ACCEPTED AS COMPLETE BY THE PUBLIC WORKS DEPARTMENT OR UNTIL RELEASED FROM THE CONDITIONS OF APPROVAL OF THEIR GENERAL PERMIT. EROSION CONTROL MEASURES/DEVICES MAY BE RELOCATED, DELETED OR ADDITIONAL MEASURES/DEVICES MAY BE REQUIRED DEPENDING ON THE ACTUAL CONDITIONS ENCOUNTERED DURING CONSTRUCTION. ADDITIONAL EROSION CONTROL MEASURES/DEVICES SHALL BE PLACED AT THE DISCRETION OF THE ENGINEER OF WORK, CITY INSPECTOR, SWPPP MONITOR, OR RWQCB INSPECTOR. GUIDELINES FOR DETERMINING APPROPRIATE EROSION CONTROL DEVICES SHALL BE INCLUDED IN THE PLANS WITH ADDITIONAL MEASURES/DEVICES NOTED FROM THE APPENDIX OF THE PUBLIC IMPROVEMENT STANDARDS. 5. EROSION CONTROL DEVICES SHALL BE THE FIRST ORDER OF WORK AND SHALL BE IN PLACE AT ALL TIMES DURING CONSTRUCTION. ADDITIONAL MEASURES /DEVICES SHALL BE AVAILABLE DURING THE RAINY SEASON (BETWEEN OCTOBER 15 AND APRIL 15) OR ANYTIME WHEN THE RAIN PROABALITY EXCEEDS 30%. THESE MEASURES/DEVICES SHALL BE AVAILABLE, INSTALLED, AND/OR APPLIED AFTER EACH AREA IS GRADED AND NO LATER THAN FIVE (5) WORKING DAYS AFTER COMPLETION OF EACH AREA. 6. THE CONTRACTOR AND QSP SHALL BE RESPONSIBLE TO REVIEW THE PROJECT SITE PRIOR TO OCTOBER 15 (RAINY SEASON) AND TO COORDINATE AN IMPLEMENTATION PLAN FOR WET WEATHER EROSION CONTROL DEVICES. A LOCALLY BASED STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 15 THROUGH APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE AND STOCK PILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OR MAINTENANCE OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 7. PERMANENT EROSION CONTROL SHALL BE PLACED AND ESTABLISHED WITH 70% COVERAGE ON ALL DISTURBED SURFACES OTHER THAN PAVED OR GRAVEL SURFACES, PRIOR TO FINAL INSPECTION. PERMANENT EROSION CONTROL SHALL BE FULLY ESTABLISHED PRIOR TO FINAL ACCEPTANCE. TEMPORARY EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT MEASURES ARE ESTABLISHED. 8. EFFECTIVE SOIL COVER SHALL BE IMPLEMENTED FOR AREAS SCHEDULED TO BE INACTIVE FOR AT LEAST 14 DAYS AND ALL FINISHED SLOPES, OPEN SPACE, UTILITY BACKFILL, AND COMPLETED LOTS. 9. THE USE OF PLASTIC MATERIALS SHALL BE LIMITED WHEN ALTERNATIVES EXIST. 10. EFFECTIVE WIND EROSION CONTROL SHALL BE IMPLEMENTED. 11. AFTER EACH RAIN STORM, REMOVE ALL SILT AND DEBRIS FROM EROSION & SEDIMENT CONTROL MEASURES, INCLUDING BASINS, SEDIMENT BASINS, SEDIMENT TRAPS, AND DIVERSION EARTH SWALES. 12. ALL EQUIPMENT/ VEHICLES SHALL BE FUELED, MAINTAINED AND STORED IN THE DESIGNATED STAGING AREA FITTED WITH APPROPRIATE BMPS. 13. STORAGE AREAS FOR MATERIALS, WASTE, WATER STORAGE, WATER TRANSFER FOR DUST CONTROL AND COMPACTION PRACTICES SHALL BE LOCATED WITHIN THE DESIGNATED STAGING AREAS. 14. STOCKPILED CONSTRUCTION MATERIALS NOT BEING ACTIVELY USED SHALL BE COVERED AND BERMED PRIOR TO QUALIFYING RAIN EVENT. 15. TRACKING ONTO THE PUBLIC STREET SHALL BE MINIMIZED. THE ADJOINING STREETS SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD AND CONSTRUCTION DEBRIS AT THE END OF EACH DAY. 16. TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WHEN PERMANENT IMPROVEMENTS, PLANTINGS, AND FACILITIES ARE IN PLACE. TEMPORARY MEASURES SHALL BE REMOVED PRIOR TO FINAL INSPECTION. 17. MINIMIZE THE AMOUNT OF DISTURBED/EXPOSED AREA WHERE POSSIBLE. DISTURB ONLY AREAS NECESSARY TO COMPLETE THE WORK SHOWN IN THESE PLANS. 18. ALL PREVENTION AND CLEAN UP MEASURES SHOULD BE CONDUCTED IN ACCORDANCE WITH CITY OF SAN LUIS OBISPO ORDINANCES, AS WELL AS STATE AND FEDERAL REGULATIONS. WASTE MATERIALS SHALL BE DISPOSED OF IN A LEGAL MANNER. 19. ALL DISCHARGES OF STORM WATER MUST COMPLY WITH THE LAWFUL REQUIREMENTS OF THE CITY OF SAN LUIS OBISPO AND OTHER LOCAL AGENCIES REGARDING THE DISCHARGES OF STORM WATER TO STORM DRAIN SYSTEMS. 20. THIS PLAN DOES NOT COVER THE REMOVAL OF HAZARDOUS OR TOXIC WASTE. IN THE EVENT OF A DISCHARGE OR RELEASE OF A REPORTABLE QUANTITY OF TOXIC WASTE, CONSTRUCTION ACTIVITIES SHOULD BE STOPPED UNTIL THE SPILL CAN BE ASSESSED AND A MITIGATION REPORT PREPARED BY A QUALIFIED ENVIRONMENTAL CONSULTANT, AND IF NECESSARY, REVIEWED BY THE CITY OF SAN LUIS OBISPO AND ANY OTHER AGENCY HAVING JURISDICTION. AIR QUALITY MITIGATION NOTES THE FOLLOWING DUST MITIGATION MEASURES ARE REQUIRED AT THE START AND MAINTAINED THROUGHOUT THE DURATION OF THE CONSTRUCTION OR GRADING ACTIVITY: 1. CONSTRUCTION VEHICLE SPEED AT THE WORK SITE MUST BE LIMITED TO FIFTEEN (15) MILES PER HOUR OR LESS; 2. PRIOR TO ANY GROUND DISTURBANCE, SUFFICIENT WATER MUST BE APPLIED TO THE AREA TO BE DISTURBED TO PREVENT VISIBLE EMISSIONS FROM CROSSING THE PROPERTY LINE; 3. AREAS TO BE GRADED OR EXCAVATED MUST BE KEPT ADEQUATELY WETTED TO PREVENT VISIBLE EMISSIONS FROM CROSSING THE PROPERTY LINE; 4. STORAGE PILES MUST BE KEPT ADEQUATELY WETTED, TREATED WITH A CHEMICAL DUST SUPPRESSANT, OR COVERED WHEN MATERIAL IS NOT BEING ADDED TO OR REMOVED FROM THE PILE; 5. EQUIPMENT MUST BE WASHED DOWN BEFORE MOVING FROM THE PROPERTY ONTO A PAVED PUBLIC ROAD; 6. VISIBLE TRACK-OUT ON THE PAVED PUBLIC ROAD MUST BE CLEANED USING WET SWEEPING OR HEPA FILTER EQUIPPED VACUUM DEVICE AT THE END IF EACH DAY, 7. NO PERSON SHALL ENGAGE IN ANY CONSTRUCTION OR GRADING OPERATION ON PROPERTY WHERE THE AREA TO BE DISTURBED IS GREATER THAN ONE (1.0) ACRE UNLESS A GEOLOGIC EVALUATION HAS OCCURRED ON SITE. IF ASBESTOS CONTAINING ROCK IS DETERMINED TO BE ON SITE AN ASBESTOS DUST MITIGATION PLAN WILL BE REQUIRED TO BE SUBMITTED TO AND APPROVED BY THE DISTRICT BEFORE THE START OF ANY CONSTRUCTION OR GRADING ACTIVITY; AND THE PROVISIONS OF THAT DUST MITIGATION PLAN MUST BE IMPLEMENTED AT THE BEGINNING AND MAINTAINED THROUGHOUT THE DURATION OF THE CONSTRUCTION OR GRADING ACTIVITY; AND 8. A PRE-CONSTRUCTION MEETING SHALL BE REQUIRED TO INFORM CONSTRUCTION CREW OF SITE REQUIREMENTS. 9. ALL MATERIAL EXCAVATED OR GRADED SHALL BE SUFFICIENTLY WATERED TO PREVENT EXCESSIVE AMOUNTS OF DUST. DURING THE TIME PERIOD IN WHICH GRADING WILL OCCUR, WATERING SHALL OCCUR USING NONPOTABLE WATER, OR OTHERWISE AS NEEDED TO THE APPROVAL OF THE CITY INSPECTOR, AT LEAST TWICE DAILY INCLUDING WEEKENDS WITH COMPLETE COVERAGE, PREFERABLY IN THE LATE MORNING AND AFTER WORK IS FINISHED FOR THE DAY. 10. ALL CLEARING, GRADING EARTH-MOVING, OR EXCAVATING ACTIVITIES SHALL CEASE DURING PERIODS OF HIGH WINDS (GREATER THAN 15MPH AVERAGED OVER ONE HOUR) TO PREVENT EXCESSIVE AMOUNTS OF DUST. 11. IF SOIL MATERIALS ARE TRANSPORTED OFF-SITE, TRUCKS SHALL BE COVERED OR HAVE ALT LEAST TWO FEET OF FREEBOARD TO MINIMIZE DUST AND PREVENT LOOSE SOIL FROM SPILLING OUT. 12. ALL DISTURBED AREAS NOT SUBJECT TO REVEGETATION SHALL BE STABILIZED USING APPROVED LANDSCAPED PLANTING, CHEMICAL SOIL BINDERS, JUTE NETTING OR OTHER METHODS APPROVED IN ADVANCE BY THE ENGINEER OF RECORD. TREE PROTECTION NOTES 1. PROTECTION FENCES INSTALL A 5-FOOT TALL FENCE AROUND DRIP-LINE OF TREES TO BE SAVED, OR AS DIRECTED BY THE ENGINEER, BEFORE ANY WORK STARTS ON THE SITE. THE TREE PROTECTION FENCE MUST BE ORANGE SAFETY FENCING SECURED WITH STEEL T-POSTS SET AT 8 FEET ON CENTER. TREE PROTECTION FENCES MUST: 1. BE INSTALLED BEFORE ANY WORK BEGINS 2. REMAIN IN PLACE 3. CONTINUALLY MAINTAINED 4. REMOVED AS THE LAST ITEM OF CONTRACT WORK 2. PRUNING PRUNING OF TREE LIMBS WILL ONLY BE ALLOWED IF APPROVED BY THE ENGINEER. TREE PRUNIN MUST BE DONE BY A CERTIFIED ARBORIST PER INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) STANDARDS. 3. PARKING AND STORAGE OF BUILDING MATERIALS DO NOT: 1. PARK VEHICLES 2. PARK CONSTRUCTION EQUIPMENT 3. STOCKPILE WITHIN THE DRIP-LINE OF TREES TO BE SAVED. 4. DUMPING DO NOT DEPOSIT: 1. WATER 2. WASTE 3. CONSTRUCTION MATERIALS WITHIN 20 FEET OF DRIP-LINE OF TREES TO BE SAVED. 5. HERBICIDE USE DO NOT USE HERBICIDE INCLUDING PRE AND POST EMERGENT WITHIN 20 FEET OF DRIP-LINE OF TREES TO BE SAVED 6. TRUNK PROTECTION DO NOT ATTACH ANYTHING TO ANY PORTION OF TREES TO BE SAVED. IF YOU WOUND A TREE TO BE SAVED, IMMEDIATELY EXPAND TREE PROTECTIVE FENCING AND TREAT TREE WOUND TO THE SATISFACTION OF THE ENGINEER. IF SEVERE TREE DAMAGE OCCURS YOU MAY BE FINED IN COMPLIANCE WITH THE CITY'S TREE ORDINANCE. 7. EXCAVATION, GRADING, TRENCHING AND BORING NO TRENCHING OF ANY DEPTH WILL BE ALLOWED WITHIN THE DRIP-LINE OF TREES OR SHRUBS TO BE SAVED, UNLESS APPROVED BY THE ENGINEER. IF YOU PLAN TO TRENCH WITHIN 20 FEET OF THE DRIP0LINE OF TREE TO BE SAVED, LAYOUT TRENCH LOCATION WITH CHALK OR PAINT, AND NOTIFY THE ENGINEER FOR REVIEW AND APPROVAL BEFORE TRENCHING WORK BEGINS. IF THE ENGINEER APPROVES TRENCHING WITHIN THE DRIP-LINE OF TREES OR SHRUBS TO BE SAVED, TRENCHING EXCAVATION MUST BE DONE BY HAND. TRENCHING OUTSIDE THE DRIP-LINE OF TREES TO BE SAVED AND WITHIN 20 FEET OF DRIP-LINE OF TREES TO BE SAVED IS NOT REQUIRED TO BE COMPLETED BY HAND. NO GRADING CUTS OR FILLS WILL BE ALLOWED WITHIN THE DRIP-LINE OF TREES TO BE SAVED, UNLESS APPROVED BY THE ENGINEER. DURING EXCAVATION IF ANY ROOTS ARE ENCOUNTERED LESS THAN 1-INCH IN DIAMETER, THE ROOT MAY BE CUT BY HAND LEAVING A CLEAN CUT. DURING EXCAVATION IF ANY ROOTS ARE ENCOUNTERED GREATER THAN 1-INCH IN DIAMTER, THE ROOT MUST BE PROTECTED FROM: 1. SCARRING 2. DRYING 3. THEN TUNNELED UNDER IF THE ROOT CANNOT BE PROTECTED, YOU MUST SCHEDULE THE ENGINEER AND CITY ARBORIST TO REVIEW EXCAVATION AND GIVE DIRECTION. SHADE ROOTS FROM DIRECT SUNLIGHT WHEN EXPOSED IN OPEN TRENCH. THE ENGINEER MUST REVIEW PRUNED OR CUT ROOTS PRIOR TO BACKFILLING TRENCH. TRENCH MUST BE BACKFILLED WITHIN 24 HOURS OF ENCOUNTERING ROOTS. ALL DIRECTIONAL BORING WITHIN DRIP-LINE TREES TO BE SAVED MUST MAINTAIN A MINIMUM DEPTH OF 5 FEET. IF SEVERE TREE OR ROOT DAMAGE OCCURS YOU MAY BE FINED IN COMPLIANCE WITH THE CITY'S TREE ORDINANCE. 8. TREE REMOVALS TREES NOT SHOWN AND IDENTIFIED ON THE PLANS TO BE REMOVED, BUT ARE REQUIRED TO BE REMOVED IN ORDER TO COMPLETE THE WORK, ARE SUBJECT TO THE CITY'S TREE REMOVAL POLICIES AND PROCEDURES. COORDINATE TREE REMOVAL POLICY COMPLIANCE WITH ENGINEER. CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # BDH CPK BDH 12/21/2023 LEGEND //////EXISTING EDGE OF PAVEMENT ABANDON UTILITY UNDERGROUND CABLE TELEVISION LINECTVCTV UNDERGROUND ELECTRICAL LINEELEELE UNDERGROUND GAS LINEGASGAS UNDERGROUND TELECOMMUNITCATIONS LINETCOMTCOM UNDERGROUND UTILITY LINEUTLUTL GRAVITY SEWER LINESSSS STORM DRAINSDSD WATER LINEWLWL RIGHT OF WAY EASEMENT CENTERLINE BARBED WIRE FENCEX (BW) CHAIN LINK FENCEX (CL) WOOD FENCE•••• EXISTING PROPOSED DESCRIPTION SD SD SS CO SS SDSD SS SS SLOPE SPOT ELEVATIONS SEWER CLEANOUT SEWER MANHOLE CO SEWER LATERAL 0.50%2:1 FG= 225.45EG= 225.45 0.50%2:1 FIRE HYDRANT WATER SERVICE WATER SERVICE MANIFOLD STORM DRAIN MANHOLE STORM DRAIN CURB INLET STORM DRAIN CATCH BASIN SD STORM DRAINSD SSFM SEWER FORCE MAINSSFM IRR EXISTING IRRIGATION LINE •••• Page 250 of 596 100 101 102 103 104 SURVEY CONTROL POINTS PT. NO. 100 101 102 103 104 NORTHING 2293553.06 2293502.83 2293588.59 2293206.52 2293001.46 EASTING 5760917.49 5760875.26 5760762.90 5761126.06 5760930.42 ELEV. 146.88 144.56 143.40 148.30 139.47 DESC. SET 5/8 REBAR 'WG CONTROL' SET 5/8 REBAR 'WG CONTROL' SET MAG NAIL IN PAINT STRIPE SET MAG NAIL 'WG CONTROL' SET MAG NAIL 'WG CONTORL' SHEET LAYOUT AND SURVEY CONTROL VICINITY MAP SURVEY NOTES 1. THE HORIZONTAL DATUM FOR THIS SURVEY IS THE NORTH AMERICAN DATUM OF 1983, 1992 ADJUSTMENT [NAD83(1992)], EPOCH DATE OF 1991.35 ACCORDING TO THE CITY OF SAN LUIS OBISPO HORIZONTAL CONTROL NETWORK, JANUARY 2007 REVISION. 2. THE PROJECTION USED IS THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), ZONE 5 PROJECTION ACCORDING TO THE CITY OF SAN LUIS OBISPO'S HORIZONTAL CONTROL NETWORK, JANUARY 2007 REVISION. 3. THIS SURVEY TIED TO TWO CITY OF SAN LUIS OBISPO HORIZONTAL CONTROL POINT STATIONS. THOSE STATIONS ARE DESIGNATED "8118", HAVING A PUBLISHED POSITION OF: NORTHING 2291824.331', EASTING 5759987.692'; AND "8120", HAVING A PUBLISHED POSITION OF: NORTHING 2292760.657', EASTING 5759556.922'. THE RECORD BEARING FROM ••••••••• ••••••••••••• •••• ••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••HE BEARINGS SHOWN HEREON ARE REFERENCED TO CCS83, ZONE 5 GRID NORTH ACCORDING TO THE CITY OF SAN LUIS OBISPO'S HORIZONTAL CONTROL NETWORK, JANUARY 2007 REVISION. 4. ALL MEASUREMENTS LISTED, SHOWN AND REPRESENTED HEREON ARE BASED ON GRID DISTANCES OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 ZONE 5 PROJECTION ACCORDING TO THE CITY OF SAN LUIS OBISPO'S HORIZONTAL CONTROL NETWORK, JANUARY 2007 REVISION. THE COMBINED SCALE FACTOR FOR THE PROJECT IS 0.999961444 THIS SCALE FACTOR WAS CALCULATED USING AN ELEVATION OF 130.53 FEET FOR PT. NO. 106 (CITY VERTICAL BM# 327). DIVIDE THE DISTANCES HEREON BY THE COMBINED SCALE FACTOR TO OBTAIN GROUND DISTANCES. ALL DISTANCES SHOWN ARE U.S. SURVEY FEET. 5. THE CONVERGENCE ANGLE IS: •• ••• • ••• • •• • •••••••••••••••••AT PT. NO. 327. 6. THE ORTHOMETRIC HEIGHTS (ELEVATIONS) ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) ACCORDING TO THE CITY OF SAN LUIS OBISPO BENCH MARK SYSTEM, JANUARY 2007 REVISION. THIS SURVEY TIED TO THE POINT DESIGNATED AS PT. NO 327 OF THE CITY OF SAN LUIS OBISPO BENCH MARK SYSTEM, JANUARY 2007 REVISION, HAVING A PUBLISHED ELEVATION OF 130.53'. 7. THE CONTOUR INTERVAL IS 1 FOOT. 8. ORTHOPHOTOGRAPHY PRODUCED BY WALLACE GROUP. PHOTOGRAPHY DATED: 10/28/2022 9. UNDERGROUND UTILITY LOCATIONS ARE PLOTTED BASED ON ABOVE GROUND PAINT MARKS BY OTHERS, ABOVE GROUND SURFACE STRUCTURES. ACTUAL LOCATION MAY DIFFER. ADDITIONAL UNDERGROUND UTILITY LINES MAY EXIST. FOR INFORMATION REGARDING UTILITY LOCATION, SIZE, DEPTH, CONDITION, AND CAPACITY CONTACT UTILITY OR MUNICIPAL/PUBLIC SERVICE FACILITY. 10. UNDERGROUND PIPE SIZES ARE BASED ON VISUAL OBSERVATIONS MADE FROM THE SURFACE AND ARE APPROXIMATE. 11. THIS IS NOT A BOUNDARY SURVEY. NO BOUNDARY LINES ARE DEPICTED AND NO BOUNDARY EVIDENCE WAS REVIEWED. NO TITLE INFORMATION WAS PROVIDED FOR THIS PROJECT. SHEET SC-2 SHEET SC-3 DA L I D I O D R . No. 9688 N.T.S. MADO N N A R D L O S O S O S V A L L E Y R D LAGUNA LAKE D A L I D I O R D LAGUNA LAKE DOG PARK FILE NAME: 061-118 SRVY.DWG CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 12/21/2023 Page 251 of 596 / / / / / / / / / / / / / / / / ///// // / / / / // / // / / / / / / / GATE TRASH CAN TRASH CAN 36" MULTI - TRUNK CYP 9" REDWOOD 4" CYP 4" CYP 4" CYP 4" CYP 9" CYP 8" STUMP 12" STUMP 12" STUMP 12" STUMP 18" STUMP PLANT PROTECTION SILT FENCE PLANT PROTECTION SILT FENCE WOOD BRIDGE BIKE RACK TRASH CAN / / / / / / // / // / / / / / / / / / / /// / / / / / / /// / / / / / / / / / / / / / / / / / / / / / / / / / / / ////// H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H WATER SPIGOT & DRAIN INV 8" PVC =139.21' RESTROOMS TRANSMISSION LINE TOWER METAL GATE DAMAGED PAVEMENT DAMAGED PAVEMENT 13 5 14 0 14 5 135 140 14 5 14 5 TRAIL TRAIL TRAIL ABANDONED WATER SPIGOT & DRAIN BLOCK WALL BL O C K W A L L DI RIM=143.36' INV(NW)12" HDPE=141.41' SD BOULDER (TYP.) BOULDER (TYP.) ABANDONED WATER SPIGOT & DRAIN POST DI R T R O A D DI R T R O A D DI RIM=142.38' INV(NW)8" PVC=140.46' INV(SE)12" HDPE=140.88' INV(E)6" PVC=141.00' WHEEL STOP (TYP.) CONCRETE PAD & BENCH (TYP.) DA L I D I O D R . 18" TREE PO L E F E N C E ( T Y P . ) PO L E F E N C E ( T Y P . ) 2" RISER 100 101 102 LEGEND //////EDGE OF PAVEMENT CHAIN LINK FENCE POLE FENCE SD STORM DRAIN LINE SS SANITARY SEWER LINE O/H OVERHEAD UTILITY LINE AREA LIGHT LIGHT STANDARD SANITARY SEWER MANHOLE FIRE HYDRANT WATER METER IRRIGATION CONTROL VALVE WATER VALVE GUY POLE GUY WIRE SANITARY SEWER CLEAN OUT STREET SIGN/SIGN POST SURVEY CONTROL POINT AND NUMBER BRUSH LINE/DRIP LINE INTERMEDIATE CONTOUR INDEX CONTOUR POLE WITH LIGHT TRAFFIC STRIPING (SOLID) CO S 20" PINE TREE WITH DIAMETER NOTED BUILDING CONCRETE TRAFFIC STRIPING (DASHED) BOULDER TREE STUMP CONCRETECONC DRAINAGE INLETDI TYPICALTYP. BRICK BLOCK WALL CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 MATCHLINE- SEE SHEET SC-3 FILE NAME: 061-118 SRVY.DWG No. 9688 12/21/2023 Page 252 of 596 SSMH RIM=145.78 INV (NW) 8" = 137.08' INV (S) 8" = 137.08' ///////// /// /// /// /// /// /// ////// ////// ////// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// ////// ////// ////// /// /// /////////////// / / / /// TRAIL 2-6" LIVE OAK 18" LIVE OAK 15" LIVE OAK 2-4" LIVE OAK 24" LIVE OAK 15" STUMP 27" STUMP 27" STUMP 25" STUMP 21" STUMP 12" STUMP 15" STUMP 12" STUMP 15" STUMP 6" STUMP 12" STUMP 12" STUMP 12" STUMP 8 STUMP 12" STUMP 18" STUMP / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O/ H O14 14 14 0 145 1 4 0 1 4 5 TRAIL TRAIL BENCH CONC DISC GOLF TEE BOULDER (TYP.) DA L I D I O D R . ADA PARKING SIGN TREE 6" TREE PO L E F E N C E ( T Y P . ) POLE FENCE (TYP.) TRANSMISSION LINE TOWER PARK SIGN 103 104 LEGEND //////EDGE OF PAVEMENT CHAIN LINK FENCE POLE FENCE SD STORM DRAIN LINE SS SANITARY SEWER LINE O/H OVERHEAD UTILITY LINE AREA LIGHT LIGHT STANDARD SANITARY SEWER MANHOLE FIRE HYDRANT WATER METER IRRIGATION CONTROL VALVE WATER VALVE GUY POLE GUY WIRE SANITARY SEWER CLEAN OUT STREET SIGN/SIGN POST SURVEY CONTROL POINT AND NUMBER BRUSH LINE/DRIP LINE INTERMEDIATE CONTOUR INDEX CONTOUR POLE WITH LIGHT TRAFFIC STRIPING (SOLID) CO S 20" PINE TREE WITH DIAMETER NOTED BUILDING CONCRETE TRAFFIC STRIPING (DASHED) BOULDER TREE STUMP CONCRETECONC DRAINAGE INLETDI TYPICALTYP. BRICK BLOCK WALL CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 FILE NAME: 061-118 SRVY.DWG MATCHLINE- SEE SHEET SC-2 FILE NAME: 061-118 SRVY.DWG No. 9688 12/21/2023 Page 253 of 596 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // ////////////////// / / / / // / / / / / / / / / /////////////// /// /// /// /// /// /// //////////// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / ///////////////////// /// /// /// /// /// /////////////// //// // ///////// / / / ////// / / / / // ////////////////// ////// / / / / / / O/HO/HO/HO/HO/HO/HO/HO/HO/HO/HO/HO/HO/HO/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H SD BEGIN LOG BARRIER REMOVAL N:2293464.1220 E:5760948.8670 END LOG BARRIER REMOVAL N:2293548.3120 E:5760769.4280 IR R IR R IR R IR R IR R IR R IR R IRR IR R IR R IR R I R R IR R IR R WLWLWLWLWLWLWL W L W L W L W L W L W L SSSSSSSSSSSSSS S S S S S S S S S S S S BEGIN LOG BARRIER REMOVAL N:2293045.1400 E:5760902.0830 END LOG BARRIER REMOVAL N:2293021.7920 E:5760874.8600 BEGIN LOG BARRIER REMOVAL N:2293267.4301 E:5761084.4354 END LOG BARRIER REMOVAL N:2293294.2336 E:5761066.0740 FILE NAME: 061-118 DEMO.DWG 002040 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 BDH CPK BDH 12/21/2023 EXIST ASPHALT REFERENCE KEYNOTES 101 PROTECT IN PLACE EXIST RESTROOM 102 PROTECT IN PLACE EXIST CONCRETE 103 PROTECT IN PLACE EXIST IRRIGATION CONTROL VALVE 104 PROTECT IN PLACE EXIST LOG BARRIER 105 PROTECT IN PLACE EXIST TREE 106 PROTECT IN PLACE EXIST SANITARY SEWER CLEANOUT 201 REMOVE EXIST INFORMATION KIOSK 202 RELOCATE EXIST TRASH RECEPTACLE. SEE SHEETS SL-1 AND SL-2 FOR NEW LOCATION 203 RELOCATE EXIST BOULDER. SEE SHEETS SL-1 AND SL-2 FOR NEW LOCATION 301 REMOVE AND DISPOSE OF EXIST SILT FENCE 302 REMOVE AND DISPOSE OF EXIST BLOCK WALL AND FOUNDATION 303 REMOVE AND DISPOSE OF EXIST WATER SPIGOT AND DRAIN. ABANDON EXISTING WATER LINE AND SD PIPE. CAP AT WATER MAIN CONNECTION 304 REMOVE AND DISPOSE OF EXIST CONCRETE 305 REMOVE AND DISPOSE OF EXIST BENCH 306 REMOVE AND DISPOSE OF EXIST LOG BARRIER, RETURN TO CITY 307 REMOVE AND DISPOSE OF EXIST TREE AND GRIND STUMP 308 REMOVE AND DISPOSE OF EXIST CHAIN LINK FENCE 309 REMOVE AND DISPOSE OF EXIST SIGN 310 REMOVE AND DISPOSE OF EXIST WHEEL STOP 311 REMOVE AND DISPOSE OF EXIST STORM DRAIN INLET 312 REMOVE AND DISPOSE OF EXIST TRENCH DRAIN 313 REMOVE AND DISPOSE OF EXIST STORM DRAIN PIPE 314 GRIND EXIST TREE STUMP 315 REMOVE EXISTING PAINT STRIPING 401 RELOCATE EXIST DOG BAG DISPENSER AND SIGNS 101102 102 302 103 103 103 104 306 308 105 401 401 202 202 202 203(TYP.) 301 301 302 303 303 304 304 304 304 303 304 105 105 305 305 305 304 305 306 307 307 314 314 314 314 314 314 314 314 306 306 308 104 309 309 309 309 310 310 310 310 311 312 302 313 DALIDIO DRIVE 308 104 106 32'306 314 315 315 315 315 315 315 315 315 315315 201 310 310 310 309 36" MULTI-TRUNK CYPRESS IN POOR HEALTH 9" REDWOOD IN POOR HEALTH Page 254 of 596 •• •• •• •• •• •• •• •• •• •• •• •• • • •• •• •• •• • • •• •• •• • • •• • • •• •• •• •• •• •• •• •• •• •• •• •••••••••• •• •••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••• •••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •••••••••••••••••••••••••• •• •••• •• •• •• •• •• •• •• •••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / // / / / / //// /// /// /// /// /// ///////// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / / / / / // //////////////////////// / / / / / / SD 8. 0 0 ' 6 . 0 0 ' 4. 5 0 ' 6. 0 0 ' 3. 0 0 ' 5. 9 0 ' 3. 5 0 ' L 1 L 2 L 3 C 1 L 5 L 6 L 7 C 3 C 4 C 5 C 6L 8 C 7 C 8 C 9 L 9 C 1 0 L 10 L 11 C 2 L 1 2 L 13 C 16 C 1 7 C 1 8 C 1 9 C 2 0 L 14 C 11 L 15 L 16 C 12 L 17 L 1 8 L 19 L 2 0 L 21 C 13 C 1 4 C 15 C 21 C 22 C 2 3 C 2 4 L 4 C 25 C 26 C 27 C 28 C 29 C 30 L 32 L 33L 35 L 36 L 37 C 36 C 37 C 3 8 L 40 C 39 L 41 L 42 L 43 L 4 4 L 4 5 L 46 C 40 C 41 C 42 C 4 4 L 4 7 L 48 L 4 9 L 5 0 L 51 L 5 2 L 53L 54 L 5 5 L 5 6 L 57 L 5 8 L 59 L 6 0 C 4 8 C 4 9 C 5 0 L 6 4 L 65 L 6 6 C 5 1 L 22 L 69 C 5 2 C 5 3 C 5 4 C 5 5 L 74 L 75 L 76 L 77 L 7 8 L 7 9 L 8 0 L 8 1 L 82 C 56 C 57 C 58 L 8 6 END FENCE N:2293557.3468 E:5760729.2188BEGIN FENCE N:2293550.5122 E:5760760.4607 BEGIN FENCE/END FENCE (LOOP) N:2293167.8746 E:5761046.5898 N:2293163.2550 E:5761050.4187 N:2293051.8904 E:5760917.5064 N:2293037.2661 E:5760899.8508 N:2293018.7903 E:5760877.7734 L 23 L 88 Curve Table Curve # C 1 C 2 C 3 C 4 C 5 C 6 C 7 C 8 C 9 C 10 C 11 C 12 C 13 C 14 Length 38.93 23.68 18.28 15.27 10.87 19.50 12.80 6.26 13.65 14.20 33.71 5.29 208.86 27.31 Radius 174.50 32.25 46.25 36.25 32.25 32.25 36.25 38.25 36.25 32.25 31.00 35.00 245.00 34.50 Delta • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• • •• • •• • ••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• • •• • •• • ••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• Curve Table Curve # C 15 C 16 C 17 C 18 C 19 C 20 C 21 C 22 C 23 C 24 C 25 C 26 C 27 C 28 Length 66.75 35.33 35.33 24.37 27.18 33.71 66.75 169.49 90.06 90.06 76.90 98.70 119.51 54.34 Radius 30.00 19.00 19.00 13.00 25.00 31.00 30.00 204.50 48.00 48.00 75.50 71.50 155.50 68.50 Delta •••••••••••••••••••• •••••••••••••••••••• •••••••••••••••••••• •••••••••••••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• •••••••••••••••••••• • • •• • •• • •••••••••• •••••••••••••••••••• •••••••••••••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• Curve Table Curve # C 29 C 30 C 36 C 37 C 38 C 39 C 40 C 41 C 42 C 44 C 48 C 49 C 50 C 51 Length 106.64 101.70 22.48 31.05 7.68 5.90 112.66 105.32 56.50 13.87 17.27 6.03 17.44 34.28 Radius 200.00 194.00 24.50 30.50 24.50 20.50 100.00 38.00 36.00 36.25 17.50 17.50 17.50 11.50 Delta • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• •••••••••••••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• •••••••••••••••••••• Curve Table Curve # C 52 C 53 C 54 C 55 C 56 C 57 C 58 Length 23.39 15.99 12.94 17.26 145.60 224.57 196.94 Radius 19.00 13.00 18.00 24.00 162.00 455.00 124.75 Delta • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• • • •• • •• • •••••••••• Line Table Line # L 1 L 2 L 3 L 4 L 5 L 6 L 7 L 8 L 9 L 10 L 11 L 12 L 13 Length 44.54 89.22 22.44 30.41 97.73 9.63 92.84 4.01 4.01 4.01 4.02 4.00 4.00 Direction •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• Line Table Line # L 14 L 15 L 16 L 17 L 18 L 19 L 20 L 21 L 22 L 32 L 33 L 35 L 36 Length 2.60 2.60 4.05 2.73 24.74 30.00 29.64 25.16 8.83 10.00 210.57 10.00 16.26 Direction •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• Line Table Line # L 37 L 40 L 41 L 42 L 43 L 44 L 45 L 46 L 47 L 48 L 49 L 50 L 51 Length 16.45 3.99 4.05 6.05 4.89 22.50 22.50 15.00 39.43 292.12 73.45 10.00 10.00 Direction •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• Line Table Line # L 52 L 53 L 54 L 55 L 56 L 57 L 58 L 59 L 60 L 64 L 65 L 66 L 69 Length 6.00 10.01 6.00 173.40 10.00 10.00 6.00 10.00 130.80 24.20 6.00 28.79 8.87 Direction •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• Line Table Line # L 74 L 75 L 76 L 77 L 78 L 79 L 80 L 81 L 82 L 86 L 88 Length 7.01 7.06 7.53 4.00 20.50 20.50 20.50 20.05 17.08 67.59 210.80 Direction •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• ••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• •••••••••••••••••••••• ••••••••••••••••••• ••••••••••••••••••• ••••••••••••••••••• •••••••••••••••••••••• FILE NAME: 061-118 HORZ.DWG 002040 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 BDH CPK BDH 12/21/2023 EXIST ASPHALT EXIST RESTROOM BUILDING EXIST CONCRETE 6.00' 10 . 0 0 ' 6. 0 0 ' 10 . 0 0 ' 6.00' 6.0 0 ' 5 . 0 0 ' LEGEND: ACCESSIBLE PATH OF TRAVEL Page 255 of 596 •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• • • •• •• •• •• •• • • •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••• •••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••• •••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •••••••••••••••••••••••••• •• •• • • •• •• •• •• •• •• •• •• •••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• 135 14 0 132 133 134 136 137 138 139 141 142 1 4 3 135 140 1 4 5 14 5 136 137 138 139 141 142 143 144 140 145 139 141 142 143 144 146 140 145 139 141 142 143 144 146 1 4 7 140 145 139 141 142 143 144 146 147 1 4 8 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / ////////////////// /// /// /// /// /// //////////// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / ///////////////////// /// /// /// /// /// /// /////////////////// // ///////// / / / ////// / / / / / / ////////////////// ////// / / / / / / O/HO/HO/HO/HO/HO/HO/HO/HO/HO/HO/HO/HO/HO/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H SD 1 4 0 1 3 9 1 4 1 1 4 2 FILE NAME: 061-118 GRAD.DWG 002040 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 BDH CPK BDH 12/21/2023 SHEET C-3.1SHEET C-3.2 SHEET C-3.3 SHEET C-3.4 Page 256 of 596 •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••• •• •••••••• •• •• •• •• •• •• •• •• •• •• •• • • •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••• •••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••• 14 0 139 141 142 1 4 3 40 1 4 5 14 5 141 142 143 144 / // / // / / / / / / / / / / / / /// /////////////// / / / ///////// / / / / / / / / / / / / /// ///////////////////////////////////////////// / / / / / / / / / / / / / / / 12" HDPE SD 3.04 LF @ 0.50% SLOPE 12" HDPE SD 3.78 LF @ 0.50% SLOPE 4" PVC SD 7.27 LF @ 2.00% SLOPE EXIST 8" PVC SD 27.13 LF @ 4.61% SLOPE CURB INLET #1 TC=143.89 FL(IN)=142.64 FL(OUT)=141.28 EXIST 24x24 SD INLET #2 TG=142.43 FL(IN)=140.46 FL(OUT)=140.46 SD SD SD EG: 14 3 . 5 6 EG: 14 3 . 6 2 FS: 144 . 1 5 FS: 14 4 . 3 1 0. 2 3 % 1.35% 0. 2 7 % 0. 2 9 % 0. 7 0 % 0.84%0.84%0.84% FS: 144.1 7 FS: 1 4 4 . 3 0 1.5 4 % 1.62 % FS: 1 4 3 . 3 7 FS: 143.25 FS: 14 2 . 8 9 FS: 143.61 FS: 14 3 . 1 9 FS: 1 4 4 . 2 8 FS: 144.38 FS: 1 4 4 . 9 8 FS: 1 4 4 . 8 8 FS: 145.0 8 FS: 145.06 FS: 143.79 EG: 1 4 3 . 7 9 FS: 143.66 EG: 1 4 3 . 6 2 FS: 143.57 EG: 1 4 3 . 5 6 FS: 143.46 EG: 1 4 3 . 4 6 144 . 8 2 T C 144 . 3 2 F L FS: 1 4 4 . 3 2 14 4 . 6 0 T C 14 4 . 1 0 F L FS: 1 4 4 . 2 2 144 . 3 6 T C 14 3 . 8 6 F L FS: 1 4 4 . 1 1 14 4 . 1 2 T C 14 3 . 6 2 F L FS: 1 4 4 . 0 0 144.2 5 T C 143.7 5 F L 144.2 0 T C 143.7 0 F L 144.1 2 T C 143.6 2 F L 14 4 . 0 4 T C 14 3 . 5 4 F L 14 3 . 9 6 T C 14 3 . 4 6 F L 144.71 T C 144.21 F L 1 4 4 . 3 3 T C 1 4 3 . 8 3 F L 3. 6 1 % 3. 3 0 % 3. 6 9 % 2. 0 0 % 145.09 TC 144.59 FL E G : 1 4 4 . 5 3 E G : 1 4 4 . 3 9 EG : 1 4 4 . 2 8 E G : 1 4 4 . 6 9 144.9 2 T C 144.4 2 F LFS: 1 4 4 . 8 9 FS: 1 4 4 . 7 9 FS: 1 4 4 . 8 4 FS: 14 4 . 6 7 FS: 1 4 4 . 6 4 FS: 144.44 FS: 144.44 FS: 14 5 . 8 1 FS: 1 4 3 . 9 1 FS: 143 . 7 6 FS: 144.68 FS : 1 4 4 . 7 7 1.16% 1 . 4 3 % 0.54 % 0.50% 0.11% FS: 1 4 4 . 6 4 FS: 144. 6 7 FS: 145.88 1.0 9 % 0. 5 6 % 1.7 6 % 1.7 7 % 1.7 6 % 1 . 5 0 % 1. 4 3 % 0.1 4 % FS: 1 4 3 . 3 2 FS : 1 4 3 . 4 4 FS: 14 3 . 3 8 1 . 6 5 % 1.63 % FS: 14 4 . 2 1 EG: 14 3 . 5 2 FS: 1 4 3 . 5 2 EG: 1 4 3 . 9 2 FS: 1 4 4 . 6 7 0.13 % 0.21 % FS: 14 3 . 8 5 0. 5 0 % 6. 9 4 % 3.0 9 % FS: 144.49 FS: 144 . 5 7 FS: 1 4 3 . 5 0 FS: 144.68 0 . 9 2 % 2. 9 0 % •••••••• •••••••••••••••••••• •••••• •• •• •• •• •••• •• •• •• •• / / / / / / / / / / / / / 1. 6 8 % 1. 8 5 % 1. 8 2 % 0. 6 2 % EG: 1 4 3 . 7 5 EG: 1 4 3 . 7 8 EG: 1 4 3 . 7 3 EG: 1 4 3 . 7 2 1. 7 3 % 1. 5 0 % 1. 3 7 % 1. 6 0 % FS: 143.46 FS: 1 4 3 . 4 7 FS: 143. 4 6 FS: 143.45 FS: 14 3 . 4 5 1. 5 0 % 143.8 8 T C 143.3 8 F L FS: 1 4 4 . 0 0 FS: 1 4 3 . 5 5 6.32% FS: 143.4 5 EG: 1 4 3 . 6 2 EG: 1 4 3 . 5 0 FS: 1 4 3 . 6 2 FS: 1 4 3 . 5 0 FS: 1 4 3 . 6 3 FS: 1 4 3 . 6 2 FS: 1 4 3 . 6 3 EG: 1 4 3 . 6 3 FS: 1 4 3 . 6 4 EG: 14 3 . 6 4 FS: 143 . 2 1 E G : 1 4 3 . 2 1 FS: 143. 4 9 FS: 1 4 3 . 4 8 FS: 1 4 3 . 4 7 FS: 1 4 3 . 4 7 FS: 14 3 . 4 6 FS: 143. 4 4 FS: 143.49 E G : 1 4 3 . 4 9 FS: 143.44 EG : 1 4 3 . 4 4 EG: 1 4 3 . 4 4 EG: 1 4 3 . 5 3 FS: 1 4 3 . 4 9 0.77%0.04% T G : 1 4 3 . 4 4 TG: 1 4 3 . 4 5 TG: 1 4 3 . 4 6 TG: 143.47 FS: 143.47 0. 9 8 % 1. 8 3 % 1. 7 0 % EG: 1 4 3 . 4 6 FS: 143.52 E G : 1 4 3 . 5 2 FS: 143.53 E G : 1 4 3 . 5 3 FS: 143.53 E G : 1 4 3 . 5 3 FS: 143. 3 5 E G : 1 4 3 . 3 5 EG: 1 4 3 . 5 7 0.24%0.16%0.02% 1. 1 2 % 0.09% 0.14% 0.64% 2. 3 1 % FL: 143.00 FL : 1 4 2 . 7 8 FILE NAME: 061-118 GRAD.DWG 001020 (IN FEET) 5 GRAPHIC SCALE 1 IN = 10 FT REFERENCE KEYNOTES 100 SITE IMPROVEMENTS 101 6" CURB PER CITY OF SLO STD DETAIL 4020, SHEET C-6.0 102 6" CURB & GUTTER PER CITY OF SLO STD DETAIL 4030, SHEET C-6.0 103 CONCRETE SIDEWALK PER CITY OF SLO STD DETAIL 4110, SHEET C-6.0 OVER 24" CLASS II AGGREGATE BASE 104 WHEEL STOP (48" LENGTH) PER CITY OF SLO STD DETAIL 2260, SHEET C-6.0 105 ACCESSIBLE PARKING STALL STRIPING AND SIGNAGE PER CALTRANS DETAIL A90A, SHEET C-6.0 106 CURB RAMP PER CALTRANS DETAIL A88A, SHEET C-6.0 107 DETECTABLE WARNING SURFACE PER CALTRANS DETAIL A88A, SHEET C-6.0. SURFACE SHALL BE YELLOW AND APPROXIMATE FS 33538 OF SAE AMS-STD-595A. (CBC 11B-705.1.1.3.1). 108 SAWCUT AND REPLACE EXIST ASPHALT PER CITY OF SLO STD DETAIL 4910. NEW 6" ASPHALT INSTALLATION NOTES PER CITY OF SLO STD DETAIL 4110, SHEET C-6.0 109 TRENCH DRAIN AND CONCRETE ENCASEMENT PER ZURN P6-BDD AND Z886-HD, SHEET C-6.0 AND DETAIL 1, SHEET C-6.0 110 CURB INLET PER CITY OF SLO STD DETAIL 3350, SHEET C-6.1 111 CONCRETE EDGING (LANDSCAPE CURB), SEE SHEETS SL-1 AND SL-2 FOR DETAIL 112 8" CURB PER CITY OF SLO STD DETAIL 4020, SHEET C-6.0 113 SINGLE STRIPE PARKING STALLS PER CITY OF SLO STD DETAIL 2250, SHEET C-6.1 114 INSTALL NEW LOG BARRIER PER DETAIL 30, SHEET C-6.1 103 103 103 103 101 102 109 108 107 110 112 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 BDH CPK BDH 12/21/2023 MA T C H L I N E SE E S H E E T C - 3 . 2 A Scale: 1"=5' GRADING DETAILA EXIST RESTROOM BUILDING SEE UTILITY PLAN C-4.0 FOR STORM DRAIN PROFILE 105 105 105 3. 0 0 ' 111 111 104 104 104 MATCHLINE SEE SHEET C-3.4 103 103 TRENCH FL: 142.78 TRENCH FL: 143.00 44.54 LF @ 0.5% 8.00'9.00'9.00' 113 (TYP.) 104 18 . 0 0 ' 9.00' (TYP.) 18 . 0 0 ' (T Y P . ) (TYP.)(TYP.) (T Y P . ) 113 (TYP.) 109 103 103 105105 Page 257 of 596 •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •••• •• •••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •••• •• •••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• 145 146 145 143 144 146 1 4 7 145 146 147 1 4 8 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /////////////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /////////////// // / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / FS: 1 4 4 . 7 8 FS: 14 4 . 8 7 FS: 145. 1 6 FS: 14 5 . 2 5 FS: 1 4 5 . 5 4 FS: 14 5 . 6 4 FS: 145.83 FS: 1 4 5 . 9 3 0.47% 0.49%1. 7 2 % FS: 147 . 2 8 FS: 146 . 6 2 FS : 1 4 6 . 2 0 FS: 146.27 FS : 1 4 5 . 6 6 FS: 14 6 . 1 0 FS: 1 4 6 . 1 7 FS: 146. 0 0 FS: 145.72 1. 7 1 % FS: 146.00 FS: 146 . 6 6 FS: 145. 9 0 4. 1 1 % 1. 6 2 % 1. 4 7 % FS: 1 4 5 . 6 1 FS: 145.7 8 FS : 1 4 3 . 2 4 4.27 % FS: 14 4 . 7 9 FS: 144 . 8 6 FS: 1 4 5 . 8 8 FS: 1 4 6 . 1 5 FS: 146 . 0 4 EG: 145.10 EG: 146.10 EG: 14 6 . 9 6 FS: 14 2 . 2 6 2. 8 1 % 5. 5 8 % 1.0 2 % 1.7 2 % 5.0 3 % FS: 146.32 FS: 14 5 . 9 7 FS: 1 4 5 . 7 5 1.2 3 % 1.1 2 % FS: 145 . 5 0 FS: 14 5 . 5 5 FS: 14 5 . 8 9 FS: 145.62 FS: 145.50 FS: 1 4 4 . 9 1 FS: 145.87 001020 (IN FEET) 5 GRAPHIC SCALE 1 IN = 10 FT REFERENCE KEYNOTES 100 SITE IMPROVEMENTS 101 6" CURB PER CITY OF SLO STD DETAIL 4020, SHEET C-6.0 102 6" CURB & GUTTER PER CITY OF SLO STD DETAIL 4030, SHEET C-6.0 103 CONCRETE SIDEWALK PER CITY OF SLO STD DETAIL 4110, SHEET C-6.0 OVER 24" CLASS II AGGREGATE BASE 104 WHEEL STOP (48" LENGTH) PER CITY OF SLO STD DETAIL 2260, SHEET C-6.0 105 ACCESSIBLE PARKING STALL STRIPING AND SIGNAGE PER CALTRANS DETAIL A90A, SHEET C-6.0 106 CURB RAMP PER CALTRANS DETAIL A88A, SHEET C-6.0 107 DETECTABLE WARNING SURFACE PER CALTRANS DETAIL A88A, SHEET C-6.0. SURFACE SHALL BE YELLOW AND APPROXIMATE FS 33538 OF SAE AMS-STD-595A. (CBC 11B-705.1.1.3.1). 108 SAWCUT AND REPLACE EXIST ASPHALT PER CITY OF SLO STD DETAIL 4910. NEW 6" ASPHALT INSTALLATION NOTES PER CITY OF SLO STD DETAIL 4110, SHEET C-6.0 109 TRENCH DRAIN AND CONCRETE ENCASEMENT PER ZURN P6-BDD AND Z886-HD, SHEET C-6.0 AND DETAIL 1, SHEET C-6.0 110 CURB INLET PER CITY OF SLO STD DETAIL 3350, SHEET C-6.1 111 CONCRETE EDGING (LANDSCAPE CURB), SEE SHEETS SL-1 AND SL-2 FOR DETAIL 112 8" CURB PER CITY OF SLO STD DETAIL 4020, SHEET C-6.0 113 SINGLE STRIPE PARKING STALLS PER CITY OF SLO STD DETAIL 2250, SHEET C-6.1 114 INSTALL NEW LOG BARRIER PER DETAIL 30, SHEET C-6.1 103 103 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 BDH CPK BDH 12/21/2023 MA T C H L I N E SE E S H E E T C - 3 . 1 MATCHLINE SEE SHEET C-3.3 111 111 1114 Page 258 of 596 •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••• •• •••• 140 139 141 142 143 144 140 139 141 142 140 139 141 142 143 144 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ////// / / / / / / / / / FS: 14 3 . 4 0 FS: 143 . 4 5 4. 1 1 % FS: 143.1 7FS: 143.22 4. 1 1 % FS: 141.7 1FS: 141.76 FS: 1 4 0 . 1 9 FS: 1 4 0 . 1 5 0.71% 1.28% 1.52% F S : 1 3 9 . 4 6 FS: 139 . 4 0 FS: 139 . 5 3 FS: 139.59 FS: 140. 8 3 FS: 140.9 2 FS: 1 4 0 . 9 2 FS: 140.7 2 FS : 1 3 9 . 0 8 FS: 139 . 0 4 FS: 1 3 8 . 0 7 FS: 1 3 8 . 0 4 EG: 1 3 8 . 0 3 EG: 13 7 . 9 1 1.53% 3. 9 1 % 4. 1 4 % 1.64% 1.91% EG: 1 4 0 . 2 5 EG: 1 4 1 . 8 9 EG: 1 4 3 . 4 3 EG: 143.8 0 0. 9 6 % FS: 141.33 FS: 140.06 FS: 140.04 0.74% 1.03% FS: 140.8 0 FS: 140.8 7 FS: 140.9 6 F S : 1 4 0 . 7 5 FS: 141. 1 3 2. 6 5 % FS: 1 4 1 . 6 9 FS: 141.38 FS: 142.1 4 FS: 1 4 1 . 4 1 0.22% 1.1 8 % 4.1 5 % 1.00 % 3. 2 3 % 1.10 % FS: 138.94 2. 6 4 % FS: 13 9 . 1 8 FS: 1 3 9 . 6 9 FS: 139 . 6 3 1.15% 1.40% FS: 1 3 9 . 5 6 FS: 1 3 9 . 4 9 1. 0 0 % 4.27 % 2. 8 1 % FS: 1 4 0 . 2 2 1.76% 3. 5 5 % 3. 6 6 % 2. 9 3 % 0.50% EG: 1 3 9 . 5 4 FILE NAME: 061-118 GRAD.DWG 001020 (IN FEET) 5 GRAPHIC SCALE 1 IN = 10 FT REFERENCE KEYNOTES 100 SITE IMPROVEMENTS 101 6" CURB PER CITY OF SLO STD DETAIL 4020, SHEET C-6.0 102 6" CURB & GUTTER PER CITY OF SLO STD DETAIL 4030, SHEET C-6.0 103 CONCRETE SIDEWALK PER CITY OF SLO STD DETAIL 4110, SHEET C-6.0 OVER 24" CLASS II AGGREGATE BASE 104 WHEEL STOP (48" LENGTH) PER CITY OF SLO STD DETAIL 2260, SHEET C-6.0 105 ACCESSIBLE PARKING STALL STRIPING AND SIGNAGE PER CALTRANS DETAIL A90A, SHEET C-6.0 106 CURB RAMP PER CALTRANS DETAIL A88A, SHEET C-6.0 107 DETECTABLE WARNING SURFACE PER CALTRANS DETAIL A88A, SHEET C-6.0. SURFACE SHALL BE YELLOW AND APPROXIMATE FS 33538 OF SAE AMS-STD-595A. (CBC 11B-705.1.1.3.1). 108 SAWCUT AND REPLACE EXIST ASPHALT PER CITY OF SLO STD DETAIL 4910. NEW 6" ASPHALT INSTALLATION NOTES PER CITY OF SLO STD DETAIL 4110, SHEET C-6.0 109 TRENCH DRAIN AND CONCRETE ENCASEMENT PER ZURN P6-BDD AND Z886-HD, SHEET C-6.0 AND DETAIL 1, SHEET C-6.0 110 CURB INLET PER CITY OF SLO STD DETAIL 3350, SHEET C-6.1 111 CONCRETE EDGING (LANDSCAPE CURB), SEE SHEETS SL-1 AND SL-2 FOR DETAIL 112 8" CURB PER CITY OF SLO STD DETAIL 4020, SHEET C-6.0 113 SINGLE STRIPE PARKING STALLS PER CITY OF SLO STD DETAIL 2250, SHEET C-6.1 114 INSTALL NEW LOG BARRIER PER DETAIL 30, SHEET C-6.1 103 103 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 BDH CPK BDH 12/21/2023 MATCHLINE SEE SHEET C-3.2 MA T C H L I N E SE E S H E E T C - 3 . 4 108 111 107 104 104 103 104 Page 259 of 596 •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• • • •• •• •• •• •• • • • • •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• 135 132 133 134 136 137 135 136 137 138 FS: 14 1 . 4 2 FS: 14 2 . 3 9 FS: 1 3 6 . 6 8 FS: 13 3 . 6 2 FS: 1 3 7 . 4 7 FS: 138.28 FS: 13 9 . 5 1 FS: 1 3 7 . 3 9 FS: 1 4 1 . 0 3 5.07% 5.89% 1 4 0 1 3 9 1 4 1 1 4 2 FILE NAME: 061-118 GRAD.DWG 001020 (IN FEET) 5 GRAPHIC SCALE 1 IN = 10 FT REFERENCE KEYNOTES 100 SITE IMPROVEMENTS 101 6" CURB PER CITY OF SLO STD DETAIL 4020, SHEET C-6.0 102 6" CURB & GUTTER PER CITY OF SLO STD DETAIL 4030, SHEET C-6.0 103 CONCRETE SIDEWALK PER CITY OF SLO STD DETAIL 4110, SHEET C-6.0 OVER 24" CLASS II AGGREGATE BASE 104 WHEEL STOP (48" LENGTH) PER CITY OF SLO STD DETAIL 2260, SHEET C-6.0 105 ACCESSIBLE PARKING STALL STRIPING AND SIGNAGE PER CALTRANS DETAIL A90A, SHEET C-6.0 106 CURB RAMP PER CALTRANS DETAIL A88A, SHEET C-6.0 107 DETECTABLE WARNING SURFACE PER CALTRANS DETAIL A88A, SHEET C-6.0. SURFACE SHALL BE YELLOW AND APPROXIMATE FS 33538 OF SAE AMS-STD-595A. (CBC 11B-705.1.1.3.1). 108 SAWCUT AND REPLACE EXIST ASPHALT PER CITY OF SLO STD DETAIL 4910. NEW 6" ASPHALT INSTALLATION NOTES PER CITY OF SLO STD DETAIL 4110, SHEET C-6.0 109 TRENCH DRAIN AND CONCRETE ENCASEMENT PER ZURN P6-BDD AND Z886-HD, SHEET C-6.0 AND DETAIL 1, SHEET C-6.0 110 CURB INLET PER CITY OF SLO STD DETAIL 3350, SHEET C-6.1 111 CONCRETE EDGING (LANDSCAPE CURB), SEE SHEETS SL-1 AND SL-2 FOR DETAIL 112 8" CURB PER CITY OF SLO STD DETAIL 4020, SHEET C-6.0 113 SINGLE STRIPE PARKING STALLS PER CITY OF SLO STD DETAIL 2250, SHEET C-6.1 114 INSTALL NEW LOG BARRIER PER DETAIL 30, SHEET C-6.1 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 BDH CPK BDH 12/21/2023 MATCHLINE SEE SHEET C-3.1 MA T C H L I N E SE E S H E E T C - 3 . 3 111 111 111 Page 260 of 596 •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• • • • • •• • • •• • • •• • • •• •• •• •• •• •• •• •• •• •• •••••••••••• •• •••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••• •••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •••••••••••••••••••••••••• •• •••• •• •• •• •• •• •• •• •••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• I R R IR R I R R I R R IR R I R R IRR IR R IR R IR R IR R IR R IR R WL WL WL / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / // / / / /// /// /// /// /// /// /// /// ///////// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / / / / / / / //////////////////////// / / / / / / SS WL WL WL WL WL SS SS 1+11 0+00 1+00 SD SSSSSSSSSSSSSS S S S S S S S S S S S S WLWLWL W L W L W L W L W L W L ELEELEELE EL E V A T I O N EL E V A T I O N STATION 135 140 150 135 140 150 0+00 0+20 0+40 0+60 0+80 1+00 1+11 12" HDPE SD 3.04 LF @ 0.50% SLOPE 12" HDPE SD 3.78 LF @ 0.50% SLOPE EXIST 8" PVC SD 27.13 LF @ 4.61% SLOPE CURB INLET 1 STA: 0+04.12 TG=143.89 FL(IN)=142.64(NW) FL(OUT)=141.28(SW) EXIST 24x24 SD INLET 2 STA: 0+83.21 TG=142.43 FL(IN)=140.46(SE) FL(OUT)=140.46(NW) 12" HDPE SD 72.26 LF @ 1.08% SLOPE ST A : 0 + 0 7 . 1 6 ST A : 0 + 1 0 . 9 5 FL E L E V : 1 4 3 . 3 8 FILE NAME: 061-118 UTIL.DWG 002040 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 BDH CPK BDH 12/21/2023 NOTE: EXIST UTILITY LOCATIONS ARE APPROXIMATE LOCATIONS PER CITY OF SAN LUIS OBISPO AS-BUILT DRAWINGS. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND RELATED FACILITIES AND FOR PROTECTING SAME DURING THE COURSE OF CONSTRUCTION EXIST 8" WL EXIST 6" SS EXIST IRR LINE EXIST IRR LINE 1" WATER SERVICE EXIST RESTROOM BUILDING 1" WATER SERVICE 1" WATER SERVICE REFERENCE KEYNOTES 400 UTILITIES 401 WATER SERVICE LINE AND CONNECTION PER CITY OF SLO STD DETAIL 6210, SHEET C-6.1 402 SEWER LATERAL AND CONNECTION PER CITY OF SLO STD DETAIL 6810, SHEET C-6.1 401 402 401 401 Scale: 1"= 10' STORM DRAIN1 00 1" 3.75 2.5 1.25 5 CONNECTION PER CITY OF SLO STD DTL 3540, SHEET C-6.1 CONNECTION PER CITY OF SLO STD DTL 3540, SHEET C-6.1 CASE A CONNECTION PER CITY OF SLO STD DTL 3540, SHEET C-6.1 EXIST 8" WL FGEG SHALLOW TRENCH PER COUNTY OF SLO STD DTL U-4B, SHEET C-6.1 4" SEWER LATERAL @ 2% W/ BALL VALVE SEDIMENT BOX SEE SHEET C-3.1 FOR STORM DRAIN DETAIL 4" SEWER LATERAL @ 2% W/ BALL VALVE SEDIMENT BOX 4" SEWER LATERAL @ 2% W/ BALL VALVE SEDIMENT BOX 402 IRRIGATION SLEEVES UNDER SIDEWALK (TYP.). SEE SHEETS IP-1 AND IP-2 FOR DETAIL IRRIGATION POINT OF CONNECTIONEXIST ELECTRICAL LINE 402 Page 261 of 596 •• •• •• •• •• •• •• •• •• •• •• •• •• • • •• •• • • • • • • •• •• •• •• •• •• • • •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••• •• •••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••• •••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •••••••••••••••••••••••••• •• • • • • •• •• •• •• •• •• •• •• •••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• 135 140 1 4 5 145 136 137 138 139 141 142 143 144 140 145 139 141 142 143 144 146 147 148 140 145 139 141 142 143 144 146 140 145 139 141 142 143 144 146 147 1 4 8 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / /////////////// /// /// /// /// /// /// //////////// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / //////////////////////// /// /// /// /// /// /////////////////// // /// ////// / / / ////// / / / / // ////////////////// ////// / / / / / / O/HO/HO/HO/HO/HO/HO/HO/HO/HO/HO/HO/HO/HO/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H SD 135 140 145 133 1 3 4 136 137 138 139 141 142 143 144 146 SD 14 5 146 147 147 FILE NAME: 061-118 EROS.DWG 002040 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 BDH CPK BDH 12/21/2023 502 •• •• ••• 504 REFERENCE KEYNOTES TEMPORARY EROSION CONTROL 501 FIBER ROLL PER CALTRANS BMP SC-5 AND T56, SHEET C-5.1 502 TEMPORARY DRAINAGE INLET PROTECTION TYPE 3A - GRAVEL BAG BERM PER CALTRANS BMP SC-10 AND T62, SHEET C-5.1 503 TEMPORARY CONSTRUCTION ENTRANCE PER CALTRANS T58, SHEET C-5.1 504 TEMPORARY CONSTRUCTION WASHOUT FACILITY PER CALTRANS T59, SHEET C-5.1 505 CONSTRUCTION STAGING AREA 501 FRFRFFF FRFRFF FRF 77777777777 F R F R F R FR FR FR FRFRFRFRFRFRFR FR FR FR FRFRF FR FR FRFR FR FR FR ///// //// SSD / / / / // / // / / /// 502 503 FRRF FRFR FRRRFR FRFR FRFR FRFFR FRFR F R F R F R FR FRFRFR14147 FR FR FR FR FR FR FR FR FR F R F R F R R FRFRR FR FR F R F R F R F R F R FR FR FR FR F R F R R F R F R F R F FR FR FR FR FR FR F R F R F R F R F R FR FR FRRRFR FRRFR FRR141141141141141141 FRFRF FR FR FR FRRF FR FR 111 FRF FR FR FR FR FR FR FR FR FR FR FRFR FR FR FR FR FR FR FR FRFF FR FR FR FR FR (TYP.) FR 505 • F R F R FR F R FR FR FR FR FR FR FRFR FRFR FR FR FR FR FR FR FR FR FR FR FR FRF FR FRFRRRRRRRRRRFRFFFFFFFFRRRRFFFFFRRRRFFFRRRRFFFFRRRRRRRRRRRRRRRRRRRFFRRRRRFFFFFFFFFFFFFFFFFFR FRFRFRFRRFRFR F R R F R F R FR FRF FRFR FR F R F R FR FRF•• FR FR LIMITS OF DISTURBANCE FRF FR FR FRFFF Page 262 of 596 FILE NAME: 061-118 EROS.DWG CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 BDH CPK BDH 12/21/2023 GENERAL NOTES 1. CALTRANS CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL (DATED MAY 2017) "FACT SHEETS" SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFER TO ORIGINAL CALTRANS CONSTRUCTION SITE BMP MANUAL (MAY 2017) FOR ENTIRE "FACT SHEET" INFORMATION AND DOCUMENTATION. Scale: N.T.S. CONSTRUCTION STAGING AREA505 FR FR CONSTRUCTION EQUIPMENT PARKING INSTALL PERIMETER FIBER ROLLS OR SILT FENCING CONSTRUCTION TRAILER AREA FUEL STORAGE/HAZ MAT AREA WITH SECONDARY CONTAINMENT CONSTRUCTION TRASH/RECYCLING CONCRETE/PAINT WASHOUT STOCKPILE AREA Page 263 of 596 4.00' 2. 7 5 ' FILE NAME: 061-118 CDET.DWG CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 BDH CPK BDH 12/21/2023 ** CONCRETE OVER 24" COMPACTED NON-EXPANSIVE MATERIAL. CAN INCLUDE 6" AGGREGATE BASE ** ** ** 8" CURB WHERE NOTED ON PLANS ** CLASS 3 CONCRETE PER CITY STANDARDS 24" NON EXPANSIVE MATERIAL UNDER CONCRETE (CLASS II BASE) SLOPE CONCRETE TO DRAINSLOPE CONCRETE TO DRAIN ASPHALTCONCRETE #4 BARS VERT @ 24" MIN #4 BARS HORZ ON EACH SIDE (REBAR TO BE 2" CLR OF SURFACE) Scale: NTS CONCRETE ENCASEMENT DETAIL1 Page 264 of 596 FILE NAME: 061-118 CDET.DWG CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 BDH CPK BDH 12/21/2023 LOG SD SD 4" PVC CONNECTION 4" PVC CONNECTION *WATER METER AND APPURTENANCES NOT TO BE INSTALLED *ADAPT FROM HDPE TO BALL VALVE TO PVC Page 265 of 596 •• •• •••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • • • •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• / // / / / / / / ///////////////////// /// /// ////////////////// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / //////////////////////// /// /// /// ////////////////// //// // /// O/HO/HO/HO/HO/HO/HO/H O/H O/H O/H O/H O/H O/H O/H O/H O/H 002040 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT FILE NAME: 0061-0118 SITE.DWG 702 702 701 504 504 504 701 701 701 701 506 703 REFERENCE KEYNOTES DESCRIPTION 500 SURFACE IMPROVEMENTS 501 EXPANSION JOINTS AT 100' INTERVALS (EXCEPT WHERE SHOWN OR NOTED OTHERWISE), SEE DETAIL 4110, SHEET C-6.0 502 WEAKENED PLANE JOINTS: 20' O.C. SPACING (EXCEPT WHERE SHOWN OR NOTED OTHERWISE) SEE DETAIL 4110, SHEET C-6.0 503 SCORE MARKS AT 5' INTERVALS (EXCEPT WHERE SHOWN OR NOTED OTHERWISE), SEE DETAIL 4110, SHEET C-6.0 504 CONCRETE SIDEWALK: SEE DETAIL 4110, SHEET C-6.0 505 CONCRETE EXPANSION CONTROL: SEE DETAIL 4110, SHEET C-6.0 506 CONCRETE EDGING, SEE DETAIL 8710, SHEET SD-3 507 8" CONCRETE CURB: SEE DETAIL 4020, SHEET C-6.0 508 EXISTING LANDSCAPE BOULDERS-RELOCATED: 600 SITE FURNISHINGS 601 RECTANGULAR SHADE SAIL: SEE DETAILS 2-4, SHEET SD-1, ENLARGEMENT A, SHEET SL-3, AND SPECIAL PROVISIONS 602 TRIANGULAR SHADE SAIL: SEE DETAILS 1,4,5 SHEET SD-1, ENLARGEMENT B, SHEET SL-4, AND SPECIAL PROVISIONS 603 RECTANGULAR SHADE SAIL: SEE DETAILS 2-4, SHEET SD-1, ENLARGEMENT C, SHEET SL-3, AND SPECIAL PROVISIONS 604 RECTANGULAR SHADE SAIL: SEE DETAILS 2-4, SHEET SD-1, ENLARGEMENT D, SHEET SL-3, AND SPECIAL PROVISIONS 605 RELOCATE EXISTING BLUE PLASTIC TRASH RECYCLE RECEPTACLE, SEE REF. NOTE 202, SHEET C-1.2 606 RELOCATE EXISTING CONCRETE TRASH RECEPTACLE WITH FOUR-WAY METAL LID, SEE REF. NOTE 202, SHEET C-1.2 607 EXISTING PET STATION AND SIGN-RELOCATED, SEE DETAIL 3, SHEET SD-3 608 DRINKING FOUNTAIN AND DOG WATER STATION: SEE DETAIL 1, SHEET SD-3 700 SITE IMPROVEMENTS 701 4' CHAINLINK FENCE WITH BLACK VINYL COATING: SEE DETAIL 2, SHEET SD-2 702 DOG PARK DOUBLE ENTRY GATE: SEE DETAIL 3, SHEET SD-2 703 CHAINLINK MAINTENANCE GATE: SEE DETAIL 1, SHEET SD-2 704 4' CHAINLINK FENCE WITH CONCRETE CURB: SEE DETAIL 4020, SHEET C-6.0 XXX MCC EAS DALIDIO PA PA PA 504 MA T C H L I N E SE E S H E E T S L - 2 SLB 502 503 TYP TYP 502 503 TYP TYP PA PA LIMIT OF W O R K LIMIT OF WORK LI M I T O F W O R K 506 501 501 501 701 701 703 504 702 701 701 502 503 TYP TYP 606 607 506 501 A SL-3 B SL-4 C SL-3 509 509 601 602 603 501 501 501 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 608 608 608 Page 266 of 596 •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• • • • • •• • • •• •• •• •• •• •• •• •• •• •• •••••••••••• •• •• •• •• •••••• •• •••••••••••••••••••••••••• •• •••• •• •••• ////////////////// / / / / // /// /// / / / ////// / / / / // ///////// /// ////// ////// / / / / / / O/HO/HO/HO/HO/H O/H O/H O/H O/H O/H SD 002040 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT FILE NAME: 0061-0118 SITE.DWG 504 504 509 702 702 701 704 REFERENCE KEYNOTES DESCRIPTION 500 SURFACE IMPROVEMENTS 501 EXPANSION JOINTS AT 100' INTERVALS (EXCEPT WHERE SHOWN OR NOTED OTHERWISE), SEE DETAIL 4110, SHEET C-6.0 502 WEAKENED PLANE JOINTS: 20' O.C. SPACING (EXCEPT WHERE SHOWN OR NOTED OTHERWISE) SEE DETAIL 4110, SHEET C-6.0 503 SCORE MARKS AT 5' INTERVALS (EXCEPT WHERE SHOWN OR NOTED OTHERWISE), SEE DETAIL 4110, SHEET C-6.0 504 CONCRETE SIDEWALK: SEE DETAIL 4110, SHEET C-6.0 505 CONCRETE EXPANSION CONTROL: SEE DETAIL 4110, SHEET C-6.0 506 CONCRETE EDGING, SEE DETAIL 8710, SHEET SD-3 507 8" CONCRETE CURB: SEE DETAIL 4020, SHEET C-6.0 508 EXISTING LANDSCAPE BOULDERS-RELOCATED: 509 CONCRETE PLAZA/FLATWORK - SEE DETAIL 4110, SHEET C-6.0 600 SITE FURNISHINGS 601 RECTANGULAR SHADE SAIL: SEE DETAILS 2-4, SHEET SD-1, ENLARGEMENT A, SHEET SL-3, AND SPECIAL PROVISIONS 602 TRIANGULAR SHADE SAIL: SEE DETAILS 1,4,5 SHEET SD-1, ENLARGEMENT B, SHEET SL-4, AND SPECIAL PROVISIONS 603 RECTANGULAR SHADE SAIL: SEE DETAILS 2-4, SHEET SD-1, ENLARGEMENT C, SHEET SL-3, AND SPECIAL PROVISIONS 604 RECTANGULAR SHADE SAIL: SEE DETAILS 2-4, SHEET SD-1, ENLARGEMENT D, SHEET SL-3, AND SPECIAL PROVISIONS 605 RELOCATE EXISTING BLUE PLASTIC TRASH RECYCLE RECEPTACLE, SEE REF. NOTE 202, SHEET C-1.2 606 RELOCATE EXISTING CONCRETE TRASH RECEPTACLE WITH FOUR-WAY METAL LID, SEE REF. NOTE 202, SHEET C-1.2 607 EXISTING PET STATION AND SIGN-RELOCATED, SEE DETAIL 3, SHEET SD-3 608 DRINKING FOUNTAIN AND DOG WATER STATION: SEE DETAIL 1, SHEET SD-3 700 SITE IMPROVEMENTS 701 4' CHAINLINK FENCE WITH BLACK VINYL COATING: SEE DETAIL 2, SHEET SD-2 702 DOG PARK DOUBLE ENTRY GATE: SEE DETAIL 3, SHEET SD-2 703 CHAINLINK MAINTENANCE GATE: SEE DETAIL 1, SHEET SD-2 704 4' CHAINLINK FENCE WITH CONCRETE CURB: SEE DETAIL 4020, SHEET C-6.0 XXX 508 703 502 503 TYP TYP LIMIT OF WOR K LIMIT OF WORK LI M I T O F W O R K 507 605606607 701 506 MA T C H L I N E SE E S H E E T S L - 1 SD-24&5 EXISTING CONCRETE - PROTECT IN PLACED SL-3 D SL-3 604 MCC EAS SLB CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 701 TYP Page 267 of 596 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• FILE NAME: 0061-0118 SITE.DWG SCALE: 1" = 2 FTENLARGEMENT A 3-STL PIPE 5.563XSCH40 ASTM A500/A500M-10a Gr. B. Fy=42 KSI COLUMNS (8'-0" AFF) •••••••••••••••••••••••••••••••••••••••••••••••••••• 2500 PSI CONCRETE FOOTING 1-STL PIPE 5.563XSCH40 ASTM A500/A500M-10a Gr. B. Fy=42 KSI COLUMNS (11'-6" AFF) •••••••••••••••••••••••••••••••••••••••••••••••••••• 2500 PSI CONCRETE FOOTING 2-STL PIPE 5.563XSCH40 ASTM A500/A500M-10a Gr. B. Fy=42 KSI COLUMNS (8'-0" AFF) •••••••••••••••••••••••••••••••••••••••••••••••••••• 2500 PSI CONCRETE FOOTING 4-STL PIPE 5.563XSCH40 ASTM A500/A500M-10a Gr. B. Fy=42 KSI COLUMNS (11'-6" AFF) •••••••••••••••••••••••••••••••••••••••••••••••••••• 2500 PSI CONCRETE FOOTING 18.00' 14 . 5 0 ' 14•••••••••••••••••••••••••••• TYP. AT PERIMETER 11'-6" 11'-6" 8'-0" 8'-0" SCALE: 1" = 2 FTENLARGEMENTC 20.00' 12 . 5 0 ' 2-STL PIPE 5.563XSCH40 ASTM A500/A500M-10a Gr. B. Fy=42 KSI COLUMNS (11'-6" AFF) •••••••••••••••••••••••••••••••••••••••••••••••••••• 2500 PSI CONCRETE FOOTING 1-STL PIPE 5.563XSCH40 ASTM A500/A500M-10a Gr. B. Fy=42 KSI COLUMNS (8'-0" AFF) •••••••••••••••••••••••••••••••••••••••••••••••••••• 2500 PSI CONCRETE FOOTING 3-STL PIPE 5.563XSCH40 ASTM A500/A500M-10a Gr. B. Fy=42 KSI COLUMNS (8'-0" AFF) •••••••••••••••••••••••••••••••••••••••••••••••••••• 2500 PSI CONCRETE FOOTING 3-STL PIPE 5.563XSCH40 ASTM A500/A500M-10a Gr. B. Fy=42 KSI COLUMNS (11'-6" AFF) •••••••••••••••••••••••••••••••••••••••••••••••••••• 2500 PSI CONCRETE FOOTING 14•••••••••••••••••••••••••••• TYP. AT PERIMETER COMMERCIAL NINETY FIVE 340 FR HDPE SHADE FABRIC COLOR SKY BLUE 495626 COMMERCIAL NINETY FIVE 340 FR HDPE SHADE FABRIC COLOR STEEL GREY 495718 11'-6" 11'-6" 8'-0" 8'-0" ENLARGEMENT D (TYPICAL OF TWO)SCALE: 1" = 2 FT 7. 0 0 ' 13.00' COMMERCIAL NINETY FIVE 340 FR HDPE SHADE FABRIC COLOR SKY BLUE 495626 3-STL PIPE 5.563XSCH40 ASTM A500/A500M-10a Gr. B. Fy=42 KSI COLUMNS (8'-0" AFF) •••••••••••••••••••••••••••••••••••••••••••••••••••• 2500 PSI CONCRETE FOOTING 5-STL PIPE 5.563XSCH40 ASTM A500/A500M-10a Gr. B. Fy=42 KSI COLUMNS (8'-0" AFF) •••••••••••••••••••••••••••••••••••••••••••••••••••• 2500 PSI CONCRETE FOOTING 1-STL PIPE 5.563XSCH40 ASTM A500/A500M-10a Gr. B. Fy=42 KSI COLUMNS (8'-0" AFF) •••••••••••••••••••••••••••••••••••••••••••••••••••• 2500 PSI CONCRETE FOOTING 4-STL PIPE 5.563XSCH40 ASTM A500/A500M-10a Gr. B. Fy=42 KSI COLUMNS (11'-6" AFF) •••••••••••••••••••••••••••••••••••••••••••••••••••• 2500 PSI CONCRETE FOOTING 2-STL PIPE 5.563XSCH40 ASTM A500/A500M-10a Gr. B. Fy=42 KSI COLUMNS (11'-6" AFF) •••••••••••••••••••••••••••••••••••••••••••••••••••• 2500 PSI CONCRETE FOOTING 6-STL PIPE 5.563XSCH40 ASTM A500/A500M-10a Gr. B. Fy=42 KSI COLUMNS (11'-6" AFF) •••••••••••••••••••••••••••••••••••••••••••••••••••• 2500 PSI CONCRETE FOOTING 13.00' 14•••••••••••••••••••••••••••• TYP. AT PERIMETER 11'-6" 11'-6"11'-6" 8'-0" 8'-0" 8'-0" 20.50' 22.50' 20 . 0 0 ' 17 . 0 0 ' 15 . 0 0 ' 10 . 7 5 ' MCC EAS SLB CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 FLAME RETARDANT SHADE SAIL FABRIC, COLOR SKY BLUE 495626 COMMERCIAL NINETY FIVE 340 FR HDPE SHADE FABRIC COLOR STEEL GREY 495718 NOTE: ALL STEEL POSTS TO HAVE A WELDED CAP TO MATCH. Page 268 of 596 8'-0" SCALE: 1" = 2 FT 14•••••••••••••••••••••••••••• TYP. AT PERIMETER COMMERCIAL NINETY FIVE 340 FR HDPE SHADE FABRIC COLOR STEEL GREY 495718 ENLARGEMENT B 11'-6" 1-STL PIPE 5.563XSCH40 ASTM A500/A500M-10a Gr. B. Fy=42 KSI COLUMNS (8'-0" AFF) •••••••••••••••••••••••••••••••••••••••••••••••••••• 2500 PSI CONCRETE FOOTING 2.02' TYP OF ALL 18 . 0 0 ' 10 . 0 0 ' 12.00' 12 . 0 0 ' 2. 0 0 ' 8'-0" 8'-0" 11'-6" 3-STL PIPE 5.563XSCH40 ASTM A500/A500M-10a Gr. B. Fy=42 KSI COLUMNS (8'-0" AFF) •••••••••••••••••••••••••••••••••••••••••••••••••••• 2500 PSI CONCRETE FOOTING 2-STL PIPE 5.563XSCH40 ASTM A500/A500M-10a Gr. B. Fy=42 KSI COLUMNS (8'-0" AFF) •••••••••••••••••••••••••••••••••••••••••••••••••••• 2500 PSI CONCRETE FOOTING 4-STL PIPE 5.563XSCH40 ASTM A500/A500M-10a Gr. B. Fy=42 KSI COLUMNS (11'-6" AFF) •••••••••••••••••••••••••••••••••••••••••••••••••••• 2500 PSI CONCRETE FOOTING 5-STL PIPE 5.563XSCH40 ASTM A500/A500M-10a Gr. B. Fy=42 KSI COLUMNS (11'-6" AFF) •••••••••••••••••••••••••••••••••••••••••••••••••••• 2500 PSI CONCRETE FOOTING 30.00' 24 . 5 0 ' 30 . 0 0 ' MCC EAS SLB CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 COMMERCIAL NINETY FIVE 340 FR HDPE SHADE FABRIC COLOR SKY BLUE 495626 NOTE: ALL STEEL POSTS TO HAVE A WELDED CAP TO MATCH. Page 269 of 596 SECTION 3105 AWNINGS AND CANOPIES NOTES: 1. 3105.1 GENERAL. AWNINGS OR CANOPIES SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION AND OTHER APPLICABLE SECTIONS OF THIS CODE. 2. 3105.2 DEFINITION. THE FOLLOWING TERM SHALL, FOR THE PURPOSES OF THIS SECTION AND AS USED ELSEWHERE IN THIS CODE, HAVE THE MEANING SHOWN HEREIN. 3. 3105.3 DESIGN AND CONSTRUCTION. AWNINGS AND CANOPIES SHALL BE DESIGNED AND CONSTRUCTED TO WITHSTAND WIND OR OTHER LATERAL LOADS AND LIVE LOADS AS REQUIRED BY CHAPTER 16 WITH DUE ALLOWANCE FOR SHAPE, OPEN CONSTRUCTION AND SIMILAR FEATURES THAT RELIEVE THE PRESSURES OR LOADS. STRUCTURAL MEMBERS SHALL BE PROTECTED TO PREVENT DETERIORATION. AWNINGS SHALL HAVE FRAMES OF NONCOMBUSTIBLE MATERIAL, FIRE-RETARDENT-TREATED WOOD, WOOD OF TYPE IV SIZE, OR 1-HOUR CONSTRUCTION WITH COMBUSTIBLE OR NONCOMBUSTIBLE COVERS AND SHALL BE EITHER FIXED, RETRACTABLE, FOLDING OR COLLAPSIBLE. 4. 3105.4 CANOPY MATERIALS. CANOPIES SHALL BE CONSTRUCTED OF A RIGID FRAMEWORK WITH AN APPROVED COVERING THAT MEETS THE FIRE PROPAGATION PERFORMANCE CRITERIA OF NFPA 701 OR HAS A FLAME SPREAD INDEX NOT GREATER THAN 25 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. ALL FABRICS AND ALL INTERIOR DECORATIVE FABRICS OR MATERIALS SHALL BE FLAME RESISTANT IN ACCORDANCE WITH APPROPRIATE STANDARDS SET FORTH IN CCR, TITLE 19, DIVISION 1, CHAPTER 8. TOPS AND SIDEWALLS SHALL BE MADE EITHER FROM FABRIC WHICH HAS BEEN FLAME RESISTANT TREATED WITH AN APPROVED EXTERIOR CHEMICAL PROCESS BY AN APPROVED APPLICATION CONCERN, OR FROM INHERENTLY FLAME RESISTANT FABRIC APPROVED AND LISTED BY THE STATE FIRE MARSHAL (SEE CCR, TITLE 19, DIVISION 1, CHAPTER 8). 5. 3202.2.3 AWNINGS. THE VERTICAL CLEARANCE FROM THE PUBLIC RIGHT-OF-WAY TO THE LOWEST PART OF ANY WANING, INCLUDING VALANCES, SHALL BE 7 FEET (2134 MM) MINIMUM. GENERAL NOTES: 1. ALL AWNINGS AND CANOPIES SHALL CONFORM TO SECTION 3105. 2. ALL FOOTING AND MEMBER SIZING FOR SHADE SAILS ARE PER MANUFACTURER AND STRUCTURAL ENGINEER CALCULATIONS. 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO OWNER REP AND LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. 4. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF LOCAL BUILDING CODE OR THE 2022 EDITION OF THE CALIFORNIA BUILDING CODE, WHICHEVER IS MORE STRICT. 5. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, CONDITIONS, NOTES, AND SPECIFICATIONS AT JOB SITE AND SHALL REPORT ANY ERRORS, OMISSIONS OR DISCREPANCIES PRIOR TO BID AND START WORK TO PROJECT ARCHITECT AND/OR ENGINEERS. 6. DETAILS OF CONSTRUCTION NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIALS. 7. ALL WELDING DONE AT CERTIFIED WELDING MANUFACTURER. 8. IF CERTAIN INFORMATION IS NOTED ON THE PLANS OR ONLY IN THE SPECIFICATIONS, THEN THAT INFORMATION WILL BE AS VALID AS IF NOTED ON BOTH PLANS AND SPECIFICATIONS. 9. DO NOT SCALE DRAWINGS. NOTED SCALES ARE FOR GENERAL REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND SHALL NOT RELY SOLELY ON SCALING FOR BIDDING PURPOSES. VERIFY ALL NOTED SCALES MATCH FIELD CONDITIONS PRIOR TO PROCEEDING. NOTED DIMENSIONS SHALL TAKE PRECEDENCE. IF DISCREPANCIES EXIST, LARGE SCALE DETAILS GOVERN OVER SMALL. 10. DIMENSIONS ARE SHOWN TO FINISH FACE, COLUMN, GRID, AND FACE OF CONCRETE MASONRY WALLS, UNLESS OTHERWISE NOTED. SHADE SAIL FOOTING IN MULCH 2 3" 30" 1" 1% PE R G E O T E C H A N D M A N U F A C T U R E R LEGEND: A. BASE PREPARATION AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. B. FOOTING TO BE DESIGNED USING A MAX. ALLOWABLE BEARING CAPACITY OF 2000 PSI DEAD PLUS LIVE LOADS. C. SEE LANDSCAPE LAYOUT PLAN FOR LOCATIONS. D. FINAL DETAILING OF THE FOOTING SHALL BE PER THE SHADE SAIL MANUFACTURER. NOTES: 14 5 3 6 FC=2500 PSI CONCRETE SHALLOW FOOTING, MIN. 1% SLOPE 1 FINISH GRADE2 COMPACTED SUBGRADE PER SOILS ENGINEER'S REPORT 3 STEEL SHADE SAIL POST WITH DARK GREEN POWDER COATING PER PLAN 4 BARK MULCH, SEE PLANTING NOTES5 3" DOBIE CONCRETE BLOCK6 SHADE SAIL FOOTING IN MULCH 3" 48 " - F O R B I D P U R P O S E S O N L Y 1 LEGEND: 1 2 A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. B. FOOTING TO BE DESIGNED USING A MAX. ALLOWABLE BEARING CAPACITY OF 2000 PSI DEAD PLUS LIVE LOADS C. SEE LANDSCAPE LAYOUT PLAN FOR LOCATIONS. D. FINAL DETAILING OF THE FOOTING SHALL BE PER THE SHADE SAIL MANUFACTURER 4" 5 24 " 4 6 7 NOTES: CONCRETE PAVING1 FINISH GRADE2 COMPACTED SUBGRADE PER SOILS ENGINEER'S REPORT 3 STEEL SHADE SAIL POST WITH DARK GREEN POWDER COATING PER PLAN 4 COMPACTED CLASS II BASE5 SIKAFLEX (OR EQUIVALENT) JOINT SEALANT6 EXPANSION JOINT7 MIN 12" SHADE SAIL FOOTING IN CONCRETE 30" 8 3" DOBIE CONCRETE BLOCK8 9 FC=2500 PSI CONCRETE SHALLOW FOOTING9 PE R G E O T E C H A N D M A N U F A C T U R E R 3 5 48 " - F O R B I D P U R P O S E S O N L Y 2 RECTANGULAR SHADE SAIL ELEVATION VARIES 1 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 1 STEEL SHADE SAIL POST PER PLAN2 2 LEGEND: 3 FOOTING, SEE DETAIL THIS SHEET3 3 SHADE SAIL ATTACHMENT 1 1 2 2 3 4 56 6 POST PER PLAN1 1/2" • •••A325, LOCK WASHER2 3 4 5 1/2"• •••••••••••••• ••••••••••••••••••••••••• BOLT (MIN 10 KIPS PROOF STRENGTH) 63 9/16" • •••HOLE THROUGH 4 CABLE CLAMPS 5 CABLE AT PERIMETER PER PLAN LEGEND: 4 TRIANGULAR SHADE SAIL ELEVATION VARIES 1 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 1 STEEL SHADE SAIL POST PER PLAN2 2 VARIES LEGEND: 3 FOOTING, SEE DETAIL THIS SHEET3 5 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 FILE NAME: 0061-0118 SITE-DETL.DWG MCC EAS SLB Page 270 of 596 HARDSCAPE NOTES: 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR FENCES, GATES, HARDWARE, & ASSEMBLIES. 2. ALL METAL FENCE COMPONENTS SHALL BE GALVANIZED STEEL WITH BLACK VINYL COATING. 3. COMPACT SURFACE BELOW FOOTINGS TO 90% RELATIVE COMPACTION. 4' CHAIN-LINK FENCE ELEVATION 2-1/2" DIA. END POST1 END CAP2 2" DIA. TOP RAIL3 TENSION BAR4 2" DIA. FENCE POST5 RAIL-THRU TOP CAP6 CHAIN LINK FABRIC7 BOTTOM TENSION WIRE8 CONCRETE FOOTING9 COMPACTED SUBGRADE10 FINISH GRADE11 LEGEND: 4 3 5 6 7 8 10 11 1 2 9 10' MAX SPACING 12" MAX 12 3/8" STEEL TENSION ROD W/ TIGHTENER AT ALL CORNERS12 13 ADD SIKAFLEX (OR EQUIVALENT) JOINT SEALANT AT POST LOCATIONS 13 2 6'6' 4' CHAIN-LINK MAINTENANCE GATE 12' 1 1 2 2 2 LEGEND: 3 2 2 2 3 3 44 445 5 6 7 8 9 10 11 6 NOTES: A. CITY WILL PROVIDE LOCK. B. ALL METAL FENCE COMPONENTS SHALL BE GALVANIZED STEEL WITH BLACK VINYL COATING. C. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS. D. SEE SPECIFICATIONS FOR MORE INFORMATION. 3 3 12" 12 3" GALV. GATE POST1 2" TOP & BOTTOM RAILS2 TENSION BARS3 CHAIN LINK FABRIC4 TENSION BAR STRAPS5 CONCRETE FOOTING, COMPACT BELOW @ 90% GRAVEL 6 LATCH ASSEMBLY7 SUBGRADE8 CANE BOLT9 CANE BOLT SLEEVE10 FINISH GRADE OR SURFACE11 ADD SIKAFLEX (OR EQUIVALENT) JOINT SEALANT AT POST LOCATIONS 12 1 NOTES: A. ALL FENCE MATERIAL SHALL BE GALVANIZED STEEL WITH BLACK VINYL COATING B. SEE LANDSCAPE LAYOUT PLAN FOR LOCATIONS. C. CONTRACTOR TO SUBMIT SHOP DRAWINGS. D. SEE SPECIFICATIONS FOR MORE INFORMATION. 4' CHAIN-LINK FENCE WITH CONCRETE CURB 1 2 3 4 5 6 7 8 9 10' MAX 1011 12 13 LEGEND: 12" MIN 14 2-1/2" DIA. CORNER & END POST1 END CAP AND BRACE BAND2 1-5/8" DIAMETER TOP RAIL3 TENSION BAR4 2" DIAMETER FENCE POST5 RAIL-THRU TOP CAP6 CHAIN LINK FABRIC7 BOTTOM TENSION WIRE8 HOG TIES AT 12" O.C.9 CONCRETE FOOTING: SEE 8" CONCRETE CURB DETAIL, THIS PAGE10 COMPACTED SUBGRADE11 CONCRETE CURB SEE DETAIL 4220, SHEET C-6.012 FINISH GRADE13 ADD SIKAFLEX (OR EQUIVALENT) JOINT SEALANT AT POST LOCATIONS14 15 3/8" STEEL TENSION ROD W/ TIGHTENER AT ALL CORNERS15 4 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 FILE NAME: 0061-0118 SITE-DETL.DWG MCC EAS SLB 4'-0" LEGEND: DOG PARK DOUBLE ENTRY GATE 1 2 3 4 5 89 8 •• •• •• •• •• •• PLAN 6' 10 10 5 6 12 13 NOTES: A. ALL FENCE MATERIAL SHALL BE GALV. STEEL WITH BLACK VINYL COATING. B. SEE LANDSCAPE LAYOUT PLAN FOR LAYOUT. C. CONTRACTOR TO SUBMIT SHOP DRAWINGS. D. SEE SPECIFICATIONS FOR MORE INFORMATION. 14 14 15 2 1/2" GALV. GATE POST1 2" TOP & BOTTOM RAILS2 TENSION BARS3 CHAIN LINK FABRIC4 TENSION BAR STRAPS5 CONCRETE FOOTING6 90% COMPACTED SUBGRADE OR PAVEMENT 8 FINISH GRADE OR SURFACE9 GATE10 SEE DETAIL FOR CHAINLINK FENCE12 ADD SIKAFLEX (OR EQUIVALENT) GROUT 13 TIGER COMPACT HINGE, SEE SPECIFICATIONS 14 10" GALVANIZED STEEL KICK PLATE, SEE SPECIFICATIONS 15 7 LOCINOX GATE LOCK/LATCH, SEE SPECIFICATIONS 7 3 Page 271 of 596 EXISTING LANDSCAPE BOULDERS 1 2 LEGEND: NOTES: A. DEPRESS BOULDER MASS 13 TO 12 BELOW GRADE AS SHOWN. B. SEE LANDSCAPE LAYOUT PLAN FOR LOCATIONS. C. BOULDER GROUPINGS SHALL BE VARYING SIZES. D. BOULDERS TO BE SELECTED & COORDINATED WITH CITY REPRESENTATIVE IN THE FIELD. EXISTING BOULDERS FROM SITE1 COMPACTED SUBGRADE2 2 LEGEND: DRINKING FOUNTAIN & DOG WATER STATION NOTES: A. INSTALL PER MANUFACTURER'S HARDWARE INSTRUCTIONS. B. SEE LANDSCAPE LAYOUT PLAN FOR LOCATIONS C. SEE CIVIL PLANS FOR UTILITY AND DRAINAGE INTERFACES 1 2 3 4 56 7 8 20" DRINKING FOUNTAIN, SEE MANUFACTURER SPECIFICATIONS 1 CONCRETE PAVING2 PVC DRAIN LINE, SEE CIVIL PLANS3 WATER SUPPLY, SEE CIVIL PLANS4 1" BRASS GATE VALVE, SEE SPECIFICATIONS5 1" TEE W/ PLUG FOR DRAIN DOWN6 6" ROUND PVC CLEANOUT IN BOX7 12" X 18" CONCRETE VALVE BOX W/ LOCKING LID 8 9 30"W x 19"D ADA CLEARANCE AREA9 1 PLAN VIEW 10 DOG DRINKING FOUNTAIN10 1 ELEVATION 1" RELOCATED PET STATION 8" 3" LEGEND1 2 3 5 6 7 4 EXISTING PET SIGN1 1.75" x 2" 14 GAUGE QUICK PUNCH POST 3 P.C. CONCRETE4 AGGREGATE BASE5 NATIVE SOIL6 PITCH SURFACE TO DRAIN7 3 4 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 FILE NAME: 0061-0118 SITE-DETL.DWG MCC EAS SLB Page 272 of 596 •• •••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• ••• •••••••• ••• • / // / / / / / / ///////////////////// /// /// ////////////////// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / //////////////////////// /// /// /// ////////////////// //// // /// O/HO/HO/HO/H O/H O/H O/H O/H O/H O/H O/H O/H O/H ••• • • ••••••• •••• ••• • ••• • •••• •••• WL WL WL SS WL WL WL WL WL SS SS SSSSSSSSSS S S S S S S S S S S E 002040 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT DALIDIO MA T C H L I N E SE E S H E E T P P - 2 NOTES: 1. QUANTITIES SHOWN ARE FOR ENTIRE PROJECT. LIMIT OF W O R K LIMIT OF WORK LI M I T O F W O R K ROOT BARRIER SYMBOL BOTANICAL / COMMON NAME CONT QTY TREES ALNUS RHOMBIFOLIA / WHITE ALDER 24"BOX 8 CUPRESSUS MACROCARPA / MONTEREY CYPRESS 24"BOX 5 PLATANUS RACEMOSA / CALIFORNIA SYCAMORE MULTI-TRUNK 24"BOX 2 QUERCUS AGRIFOLIA / COAST LIVE OAK 24"BOX 10 X CHITALPA TASHKENTENSIS / CHITALPA 24"BOX 13 SHRUBS ARCTOSTAPHYLOS X 'PACIFIC MIST' / PACIFIC MIST MANZANITA 5 GAL 18 HETEROMELES ARBUTIFOLIA / TOYON 15 GAL 9 JUNCUS PATENS 'ELK BLUE' / SPREADING RUSH 1 GAL 26 LEYMUS CONDENSATUS 'CANYON PRINCE' / CANYON PRINCE GIANT WILD RYE 1 GAL 100 •••••••••••••••••••••••••••••••• • • • • • • •• • • •• • •••••••••••••••••••••••••••••••••••••••••••••••••1 GAL 173 MYRICA CALIFORNICA / PACIFIC WAX MYRTLE 15 GAL 3 GROUND COVERS BARK MULCH NA 52,058 SF PEA GRAVEL NA 11,935 SF TURF SOD / DROUGHT TOLERANT FESCUE BLEND NA 25,889 SF PLANT SCHEDULE FILE NAME: 0061-0118 PLNT.DWG MCC EAS SLB CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 ROOT BARRIER TYP. ROOT BARRIER Page 273 of 596 •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• • • •• • • •• •• •• •• •• •• •• •• •• •••••••••••• •• •• •••• •••• •• •• •••••••••••••••••••••••••• • • •••• •• •••• • ••• ////////////////// / / / / // ////// / / / ////// / / / / / / ///////// ///////// ////// / / / / / / O/HO/HO/HO/HO/HO/H O/H O/H O/H O/H O/H O/H SD • • •• •• •••• •••• •••••••••• • IR R IR R IR R IR R SD ELEELEELE 002040 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT NOTES: 1. QUANTITIES SHOWN ARE FOR ENTIRE PROJECT. ROOT BARRIER MA T C H L I N E SE E S H E E T P P - 1 SYMBOL BOTANICAL / COMMON NAME CONT QTY TREES ALNUS RHOMBIFOLIA / WHITE ALDER 24"BOX 8 CUPRESSUS MACROCARPA / MONTEREY CYPRESS 24"BOX 5 PLATANUS RACEMOSA / CALIFORNIA SYCAMORE MULTI-TRUNK 24"BOX 2 QUERCUS AGRIFOLIA / COAST LIVE OAK 24"BOX 10 X CHITALPA TASHKENTENSIS / CHITALPA 24"BOX 13 SHRUBS ARCTOSTAPHYLOS X 'PACIFIC MIST' / PACIFIC MIST MANZANITA 5 GAL 18 HETEROMELES ARBUTIFOLIA / TOYON 15 GAL 9 JUNCUS PATENS 'ELK BLUE' / SPREADING RUSH 1 GAL 26 LEYMUS CONDENSATUS 'CANYON PRINCE' / CANYON PRINCE GIANT WILD RYE 1 GAL 100 •••••••••••••••••••••••••••••••• • • • • • • •• • • •• • •••••••••••••••••••••••••••••••••••••••••••••••••1 GAL 173 MYRICA CALIFORNICA / PACIFIC WAX MYRTLE 15 GAL 3 GROUND COVERS BARK MULCH NA 52,058 SF PEA GRAVEL NA 11,935 SF TURF SOD / DROUGHT TOLERANT FESCUE BLEND NA 25,889 SF PLANT SCHEDULE CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 FILE NAME: 0061-0118 PLNT.DWG MCC EAS SLB ROOT BARRIER TYP. Page 274 of 596 PLANTING NOTES: 1. REFER TO PLANTING PLANS, PLAN NOTES, SPECIFICATIONS, PLANT LEGEND, AND PLANTING DETAILS FOR ADDITIONAL PLANTING INFORMATION. REFER TO IRRIGATION PLANS, NOTES, SPECIFICATIONS, AND DETAILS FOR RELATED LANDSCAPE WORK. 2. NOTIFY OWNER'S REPRESENTATIVE (REP.) 48 HOURS MINIMUM PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULE. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. IMMEDIATELY NOTIFY OWNER'S REPRESENTATIVE OF FIELD CONDITIONS THAT VARY FROM THOSE SHOWN ON DRAWINGS AND SEEK CORRECTIONS AND DIRECTIONS BEFORE PROCEEDING WITH WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 4.LOCATE AND MARK ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT. PROTECT FROM DAMAGE ALL UTILITIES, AREAS AND STRUCTURES IN AND AROUND LANDSCAPE WORK AREAS. ASSUME FULL RESPONSIBILITY AND EXPENSE FOR REPAIR AND REPLACEMENT OF DAMAGES CAUSED BY CONTRACTOR. 5. LOCATION OF NON-LANDSCAPE CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, AND OTHER STRUCTURES OR ELEMENTS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY FIELD CONDITIONS WHETHER SHOWN HEREON OR NOT. WHEN SHOWN ITEMS DO NOT CORRESPOND TO FIELD CONDITIONS, REPORT DISCREPANCIES TO OWNER'S REP. FOR CLARIFICATIONS AND INSTRUCTIONS PRIOR TO PROCEEDING WITH WORK. 6. PLANTING ACCESSORIES & MATERIAL: A. TREE TIE: CINCH TIE, BY V.I.T. PRODUCTS, 800-729-1314. B. FERTILIZER TABLETS: AGRIFORM (OR APPROVED EQUAL) 20-10-5, THREE 20-GRAM TABLETS FOR 15 GALLON OR LARGER SIZE TREES, TWO 10-GRAM TABLETS FOR 5 GALLON SIZE PLANTS, ONE 10-GRAM TABLET FOR 1 GALLON SIZE. C.ROOT BARRIER: 18" DEEP X 24" INJECTION MOLDED CO-POLYMER POLYPROPYLENE ROOT BARRIER PANELS D. TOPSOIL (BACKFILL MIX): 60-70% LOAM TOPSOIL THOROUGHLY MIXED WITH 30-40% FULLY COMPOSTED ORGANIC MATERIAL. E. MULCH: CONIFEROUS BARK MULCH AS SHOWN ON PLAN AND AT SHRUB ONLY LOCATIONS WHERE NO COARSE GRAVEL OR RIVER COBBLE IS SHOWN. SUBMIT SAMPLE FOR APPROVAL. 7. PROVIDE AGRONOMIC SOIL TEST PER SPECIFICATIONS. 8. BACKFILL MIX: PREPARE IN ACCORDANCE TO SOIL TEST REPORT'S RECOMMENDATIONS, ADDING AMENDMENTS, FERTILIZER, AND OTHER MATERIAL AS REQUIRED TO SITE SOIL. 9. ADD FERTILIZER AND AMENDMENTS TO THE SITE SOIL PER SOIL TEST REPORT RECOMMENDATIONS FOR PLANTING WORK. 10. PRE-PLANTING PREPARATION: A. PROCEED WITH PLANTING WORK ONLY AFTER IRRIGATION WORK IS COMPLETED, TESTED, AND APPROVED BY OWNER'S REP. PROTECT IRRIGATION SYSTEM FROM DAMAGE. B. REMOVE ALL ROCKS GREATER THAN 1" DIAMETER AND ALL DEBRIS AND DELETERIOUS MATERIAL FROM PLANTING AREAS. 11. PLANTS: ALL PLANTS OF THE SAME SPECIES/CULTIVAR/VARIETY SHALL HAVE MATCHING FORM, FLOWER COLOR, AND SIZE, IN HEALTHY AND THRIVING CONDITION, FREE FROM INJURIES, DISEASES, PESTS AND ROOT-BOUND OR GIRDLING ROOTS. REPLACE REJECTED PLANTS WITH MATCHING SPECIES, SIZE AND FORM. 12. PLANTING: A.IRRIGATE PLANTING AREAS TO BRING TOP 6" OF SOIL TO FIELD CAPACITY. ALLOW SOIL TO DRAIN. DO NOT WORK SOIL UNTIL IT RETURNS TO A MOIST FRIABLE CONDITION. TREE EXCAVATIONS MAY REQUIRE ADDITIONAL IRRIGATION. FLOOD TREE PITS AS REQUIRED TO MOISTEN SUBGRADE. B. PLACE PLANTS IN THEIR CONTAINERS AT THE LOCATIONS PER PLANS FOR APPROVAL BY OWNER'S REP. MAKE MINOR ADJUSTMENTS AS REQUIRED BY FIELD CONDITIONS AND TO ALLOW OPTIMAL IRRIGATION COVERAGE. C. PLANT QUANTITIES GIVEN ON PLANT LEGEND ARE FOR GENERAL GUIDANCE ONLY. PROVIDE THE SPECIFIED PLANT SPECIES IN THE QUANTITIES AT THE REQUIRED SPACING TO ACHIEVE THE DESIGN EFFECT/INTENT SHOWN ON THE PLANS. D. FOR TREES WITHIN 6 FEET OF PAVEMENT AND SLAB FOUNDATIONS, PRIOR TO TREE PLACEMENT, INSTALL ROOT BARRIER PANELS ALL AROUND THE PLANT PIT PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND DETAIL 2, THIS SHEET. E. PLANT TREES AND SHRUBS AS SHOWN ON DETAILS. F.INSTALL 3" DEEP CONIFEROUS BARK MULCH TO COVER BARE SOIL AROUND TREES & SHRUBS. KEEP MULCH 3" AWAY FROM SHRUB TRUNKS, 6-8" AWAY FROM TREE TRUNKS. DO NOT INSTALL CONIFEROUS BARK MULCH WHERE MINERAL MULCHES (PEA GRAVEL) OCCUR. G. INSTALL 2" DEEP PEA GRAVEL WHERE SHOWN ON PLANS. 12. 90 DAY MAINTENANCE PERIOD: MAINTAIN PLANTINGS IN THRIVING CONDITION USING ACCEPTED INDUSTRY PRACTICES FOR WATERING, FERTILIZING, AND PRUNING. DO NOT MOW BIOFILTRATION SOD. MAINTAIN TREE STAKES IN PROPER POSITIONS. REMOVE TREE STAKES AT END OF MAINTENANCE PERIOD. REPLACE PLANTS THAT DIE OR FAIL TO ESTABLISH IN THRIVING CONDITION WITH SPECIES, SIZE AND FORM MATCHING OTHERS ON SITE. REPAIR OR REPLACE BROKEN IRRIGATION COMPONENTS. 13. WARRANTY: WARRANT PLANT MATERIAL AND IRRIGATION SYSTEM FOR ONE YEAR FROM END OF MAINTENANCE PERIOD. REPLACE DEAD OR DYING PLANTS AND BROKEN IRRIGATION COMPONENTS WITHIN THIS PERIOD. ROOT BARRIER TREE PLANTING ONLY SCALE = NTS 1 2 ROOT BALL 3 4 5 4" MIN 4" MIN PLANTING AT TURF AREAS PLANTING AT SHRUB AREAS 6 7 8 9 10 NOTES: A. SET ROOT BALL CROWN 1 12" HIGHER THAN FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOT BALL FOR POSITIVE DRAINAGE B. ROOT BARRIER TO BE PLACED MIN. 4" FROM ROOT BALL C. 4" MIN. GRAVEL BACKFILL REQUIRED MIN. 6' - 8"24" DEEP ROOT BARRIER SYSTEM. FACE ROOT GUIDING RIBS TOWARD ROOT BALL 1 3/4" CRUSHED ROCK OUTSIDE OF BARRIER2 EXCAVATE 12" OF SOIL BELOW ROOT BARRIER SYSTEM. REPLACE WITH FIRMLY COMPACTED AMENDED BACKFILL. 3 PLANT TABLETS. SEE PLANTING NOTES.4 AMENDED BACKFILL, COMPACTED5 RECESS 1" AT TURF TO ALLOW FOR MULCH6 3" THICK MULCH LAYER7 2" HIGH WATER WELL AT SHRUBS8 KEEP MULCH 6 - 8" FROM BASE OF TREE9 FINISHED GRADE10 LEGEND: 3 329343.19-37 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 MCC EAS SLB Page 275 of 596 / / / // / / / / / / ///////////////////// /// /// ////////////////// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / //////////////////////// /// /// /// ////////////////// //// // /// •• •••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • • • •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• / /// / 1 20.01" 2 18.61" 4 47.6112" 5 11112" 6 47.6112" 3 19.81" 7 38.12" 8 40.52" 9 38.12" 10 39.82" 11 19.31" 12 19.41" WL WL WL SS WL WL WL WL WL SS SS 15 30.42" 16 54112" SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI HUNTER RZWS-SLEEVE-18-CV 25 18" LONG RZWS WITH FILTER FABRIC SLEEVE, .25 GPM OR .50 GPM BUBBLER OPTIONS, CHECK VALVE, 1/2" SWING JOINT FOR CONNECTION TO 1/2" PIPE 76 30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS HUNTER I-40-06-SS-HS 08 TURF ROTOR, 6IN. POP-UP. ADJUSTABLE TO FULL CIRCLE. DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1IN. FEMALE NPT INLET THREADS, HIGH SPEED NOZZLE. 6407.641' HUNTER I-40-06-SS-HS 10 TURF ROTOR, 6IN. POP-UP. ADJUSTABLE TO FULL CIRCLE. DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1IN. FEMALE NPT INLET THREADS, HIGH SPEED NOZZLE. 4 50 10.3 45' HUNTER I-40-06-SS-HS 13 TURF ROTOR, 6IN. POP-UP. ADJUSTABLE TO FULL CIRCLE. DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1IN. FEMALE NPT INLET THREADS, HIGH SPEED NOZZLE. 3 50 11.1 46' HUNTER I-40-06-SS-HS 15 TURF ROTOR, 6IN. POP-UP. ADJUSTABLE TO FULL CIRCLE. DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1IN. FEMALE NPT INLET THREADS, HIGH SPEED NOZZLE. 16 50 13.5 51' SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD XCZ-150-LCS HIGH FLOW CONTROL ZONE KIT, FOR LARGE COMMERCIAL DRIP ZONES. 1-1/2IN. PEB GLOBE VALVE WITH SINGLE 1-1/2IN. PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER. FLOW RANGE: 15-62 GPM. 5 RAIN BIRD XCZLF-100-PRF LOW FLOW, 0.2-10 GPM, WITH 1IN. LOW FLOW VALVE VALVE AND 1IN. PRESSURE REGULATING RBY FILTER AND 40PSI PRESSURE REGULATOR. 1 RAIN BIRD MDCFCAP DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING COUPLER. 6 RAIN BIRD ARV050 1/2IN. AIR RELIEF VALVE, MADE OF QUALITY RUST-PROOF MATERIALS, WITH A 6IN. DRIP VALVE BOX (SEB 7XB EMITTER BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING WATER HAMMER OR BLOCKAGE. 6 AREA TO RECEIVE DRIP EMITTERS RAIN BIRD XBCV-PC SINGLE OUTLET, PRESSURE COMPENSATING DRIP EMITTERS. FLOW RATES OF 0.5 GPH=BLUE, 1.0 GPH=BLACK, AND 2.0 GPH=RED. COMES WITH A SELF-PIERCING BARB INLET X BARB OUTLET. WITH CHECK VALVE. 2,637 S.F. AREA TO RECEIVE DRIPLINE NETAFIM TLCV-09-12 TECHLINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITH CHECK VALVE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM. 6,469 S.F. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY HUNTER ICV-G-FS (2) 1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH FILTER SENTRY. 10 RAIN BIRD 44-LRC (2) 1IN. BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY. 13 MAINLINE ISOLATION GATE VALVE NIBCO T-134 THREADED (2-1/2" - 6" SIZE), NIBCO T-113 (2" & SMALLER SIZE). 7 BUCKNER-SUPERIOR 3100-PRS-BSPT 1-1/2" NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES DIRTY WATER PROTECTION. AVAILABLE IN 3/4", 1", 1-1/4", 1-1/2", 2", 2-1/2" AND 3". WITH BRITISH THREAD. PRESSURE REGULATION FEATURE, OR APPROVED EQUAL. PROVIDE DC LATCHING SOLENOID AND DECODER FOR 2-WIRE OPERATION. 1 CALSENSE CS3-16-WM GR-BUNDLE-2 CALSENSE CS3000 16-STATION CONTROLLER WITH THE WEATHER OPTION, MODEL CS3-W-KIT, TO KEEP A RECORD OF ACCUMULATED RAINFALL. CONTROLLER TO BE WITHIN A RUGGED, LOCKABLE, VANDAL-PROOF STAINLESS STEEL WALL-MOUNT ENCLOSURE MOUNTED ON WALL INSIDE RESTROOM STORAGE AREA. 1 CALSENSE RB-1 CALSENSE TIPPING RAIN BUCKET WITH 25FT TWO WIRE CABLE. EXTENDABLE UP TO 1000FT WITH P7171D CABLE (NOT INCLUDED). 1 CALSENSE FM-1.25B CALSENSE IMPELLER FLOW SENSOR. 1-1/4IN. BRASS TEE-MOUNTED. 3 GPM-81 GPM. 1 POINT OF CONNECTION TEE INTO EXISTING IRRIGATION MAIN LINE 1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 4,608 L.F. IRRIGATION MAINLINE: PVC SCHEDULE 40 1,484 L.F. PIPE SLEEVE: PVC CLASS 315 SDR 13.5 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 12 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. 133.1 L.F. C WS FS IRRIGATION SCHEDULE 002040 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT DALIDIO MA T C H L I N E SE E S H E E T I P - 2 FILE NAME: 0061-0118 IRRG.DWG MCC EAS SLB CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 Page 276 of 596 / / / ///////// ///////// ////// / / / / / / / / •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• • • •• • • •• •• •• •• •• •• •• •• •• •••••••••••• •• •• •• •• •••• •• •• •••••••••••••••••••••••••• • • •• •• • • • • • • •• •• •••• FS C 14 81" 13 2.171" WS ELEELEELE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI HUNTER RZWS-SLEEVE-18-CV 25 18" LONG RZWS WITH FILTER FABRIC SLEEVE, .25 GPM OR .50 GPM BUBBLER OPTIONS, CHECK VALVE, 1/2" SWING JOINT FOR CONNECTION TO 1/2" PIPE 76 30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS HUNTER I-40-06-SS-HS 08 TURF ROTOR, 6IN. POP-UP. ADJUSTABLE TO FULL CIRCLE. DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1IN. FEMALE NPT INLET THREADS, HIGH SPEED NOZZLE. 6407.641' HUNTER I-40-06-SS-HS 10 TURF ROTOR, 6IN. POP-UP. ADJUSTABLE TO FULL CIRCLE. DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1IN. FEMALE NPT INLET THREADS, HIGH SPEED NOZZLE. 4 50 10.3 45' HUNTER I-40-06-SS-HS 13 TURF ROTOR, 6IN. POP-UP. ADJUSTABLE TO FULL CIRCLE. DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1IN. FEMALE NPT INLET THREADS, HIGH SPEED NOZZLE. 3 50 11.1 46' HUNTER I-40-06-SS-HS 15 TURF ROTOR, 6IN. POP-UP. ADJUSTABLE TO FULL CIRCLE. DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1IN. FEMALE NPT INLET THREADS, HIGH SPEED NOZZLE. 16 50 13.5 51' SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD XCZ-150-LCS HIGH FLOW CONTROL ZONE KIT, FOR LARGE COMMERCIAL DRIP ZONES. 1-1/2IN. PEB GLOBE VALVE WITH SINGLE 1-1/2IN. PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER. FLOW RANGE: 15-62 GPM. 5 RAIN BIRD XCZLF-100-PRF LOW FLOW, 0.2-10 GPM, WITH 1IN. LOW FLOW VALVE VALVE AND 1IN. PRESSURE REGULATING RBY FILTER AND 40PSI PRESSURE REGULATOR. 1 RAIN BIRD MDCFCAP DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING COUPLER. 6 RAIN BIRD ARV050 1/2IN. AIR RELIEF VALVE, MADE OF QUALITY RUST-PROOF MATERIALS, WITH A 6IN. DRIP VALVE BOX (SEB 7XB EMITTER BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING WATER HAMMER OR BLOCKAGE. 6 AREA TO RECEIVE DRIP EMITTERS RAIN BIRD XBCV-PC SINGLE OUTLET, PRESSURE COMPENSATING DRIP EMITTERS. FLOW RATES OF 0.5 GPH=BLUE, 1.0 GPH=BLACK, AND 2.0 GPH=RED. COMES WITH A SELF-PIERCING BARB INLET X BARB OUTLET. WITH CHECK VALVE. 2,637 S.F. AREA TO RECEIVE DRIPLINE NETAFIM TLCV-09-12 TECHLINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITH CHECK VALVE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM. 6,469 S.F. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY HUNTER ICV-G-FS (2) 1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. WITH FILTER SENTRY. 10 RAIN BIRD 44-LRC (2) 1IN. BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY. 13 MAINLINE ISOLATION GATE VALVE NIBCO T-134 THREADED (2-1/2" - 6" SIZE), NIBCO T-113 (2" & SMALLER SIZE). 7 BUCKNER-SUPERIOR 3100-PRS-BSPT 1-1/2" NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES DIRTY WATER PROTECTION. AVAILABLE IN 3/4", 1", 1-1/4", 1-1/2", 2", 2-1/2" AND 3". WITH BRITISH THREAD. PRESSURE REGULATION FEATURE, OR APPROVED EQUAL. PROVIDE DC LATCHING SOLENOID AND DECODER FOR 2-WIRE OPERATION. 1 CALSENSE CS3-16-WM GR-BUNDLE-2 CALSENSE CS3000 16-STATION CONTROLLER WITH THE WEATHER OPTION, MODEL CS3-W-KIT, TO KEEP A RECORD OF ACCUMULATED RAINFALL. CONTROLLER TO BE WITHIN A RUGGED, LOCKABLE, VANDAL-PROOF STAINLESS STEEL WALL-MOUNT ENCLOSURE MOUNTED ON WALL INSIDE RESTROOM STORAGE AREA. 1 CALSENSE RB-1 CALSENSE TIPPING RAIN BUCKET WITH 25FT TWO WIRE CABLE. EXTENDABLE UP TO 1000FT WITH P7171D CABLE (NOT INCLUDED). 1 CALSENSE FM-1.25B CALSENSE IMPELLER FLOW SENSOR. 1-1/4IN. BRASS TEE-MOUNTED. 3 GPM-81 GPM. 1 POINT OF CONNECTION TEE INTO EXISTING IRRIGATION MAIN LINE 1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 4,608 L.F. IRRIGATION MAINLINE: PVC SCHEDULE 40 1,484 L.F. PIPE SLEEVE: PVC CLASS 315 SDR 13.5 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 12 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. 133.1 L.F. C WS FS IRRIGATION SCHEDULE 002040 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT MA T C H L I N E SE E S H E E T I P - 1 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 FILE NAME: 0061-0118 IRRG.DWG MCC EAS SLB Page 277 of 596 IRRIGATION NOTES: 1. THE SYSTEM DESIGN SHOWN IS BASED UPON A MINIMUM PRESSURE OF 80 PSI AT A MAXIMUM DISCHARGE OF 80 GPM. VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION WORK AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. 2. ALL WORK SHALL CONFORM TO LOCAL AND STATE CODES AND ORDINANCES AND THE PLANS, SPECIFICATIONS, DETAILS AND NOTES FOR THIS PROJECT. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, INCLUDING, BUT NOT LIMITED TO, UNDERGROUND UTILITIES AND STRUCTURES. COORDINATE ALL WORK WITH CIVIL, MECHANICAL, AND ELECTRICAL WORK AND TRADES TO MINIMIZE CONFLICTS. THE WORK INCLUDES THE RESPONSIBILITY FOR THE INSTALLATION OF IRRIGATION SLEEVING. CONTRACTOR SHALL COORDINATE SLEEVE INSTALLATION AND SEQUENCE HIS WORK WITH ALL WORK AND DISCIPLINES AS REQUIRED. 4. LAYOUT SHOWN IS DIAGRAMMATIC. IRRIGATION PIPING AND COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY. INSTALL IRRIGATION PIPING AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. INSTALL IRRIGATION VALVES IN GROUND COVER OR SHRUB AREAS WHENEVER POSSIBLE. LOCATE IRRIGATION CONTROL AND QUICK COUPLING VALVES ADJACENT TO HARDSCAPE OR TURF AREAS FOR EASY ACCESS. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIAL, AND ARCHITECTURAL FEATURES. 5. DO NOT PROCEED WITH THE INSTALLATION OF THE SYSTEM WHEN IT IS EVIDENT THAT FIELD CONDITIONS OR DIFFERENCES EXIST THAT COULD NOT HAVE BEEN CONSIDERED IN ENGINEERING OR IF DISCREPANCIES IN CONSTRUCTION DRAWINGS, DETAILS, NOTES AND SPECIFICATIONS ARE DISCOVERED. BRING ALL SUCH DIFFERING FIELD CONDITIONS AND DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 6. THE BACKFLOW PREVENTION DEVICE IS EXISTING AND LOCATED AT PARK ENTRANCE ALONG MADONNA RD. 7. SEE LEGEND FOR PIPING MATERIAL. SEE DRAWINGS AND LEGEND FOR PIPE SIZES. SIZE CALLOUTS ON DRAWINGS INDICATE NOMINAL PIPE SIZE. UNLABELED SECTIONS ARE THE NOMINAL SIZE OF THE PRECEDING CALLOUT. SUBSEQUENT CALLOUTS INDICATE CHANGE IN PIPE SIZE. 8. UNLESS OTHERWISE NOTED, TRENCHING DEPTHS FOR IRRIGATION SHALL BE 18" FOR MAINLINES AND 12" FOR LATERALS. DEPTH SHALL BE MEASURED FROM THE TOP OF PIPE TO FINISHED SOIL LEVEL. 9. INSTALL CONCRETE THRUST BLOCKS ON ALL MAINLINES THREE (3) INCHES AND LARGER IN DIAMETER IN ACCORDANCE WITH LOCAL CODES AND STANDARDS OR ASAE STANDARD S376.1. 10. ALL MAINLINES, LATERALS, AND CONTROL WIRES UNDER PAVEMENT OR CONCRETE SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES. SLEEVES SHALL EXTEND 12" BEYOND EDGE OF PAVEMENT AND SHALL HAVE ENDS CLEARLY MARKED ABOVE GRADE DURING CONSTRUCTION. 11. PRIOR TO BACKFILLING, FLUSH AND TEST MAINS AND LATERALS. FLUSH MAINS BEFORE INSTALLING VALVES. FLUSH LATERALS BEFORE INSTALLING SPRINKLERS. SUBJECT MAINS TO HYDROSTATIC PRESSURE OF 1.5 TIMES THE ANTICIPATED OPERATING PRESSURE (MIN. 100 PSI) FOR TWO HOURS. SUBJECT LATERALS TO HYDROSTATIC PRESSURE EQUAL TO ANTICIPATED OPERATING PRESSURE. ALL FLUSHING SHALL BE DONE IN THE PRESENCE OF THE ARCHITECT. BACKFILL WITH CLEAN MATERIAL FROM EXCAVATION. REMOVE ROCKS AND DEBRIS LARGER THAN 1" DIAMETER. 12. INSTALL QUICK COUPLING VALVE ASSEMBLIES AS SHOWN OR APPROXIMATELY 50 FEET ON CENTER FOR IRRIGATION AND HARDSCAPE WASHDOWN WATER. 13. THE FINAL LOCATION OF THE IRRIGATION CONTROLLER SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 120V ELECTRICAL SUPPLY SHALL BE BY OTHERS. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THE FINAL CONNECTION TO THE CONTROLLER IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND LOCAL ELECTRICAL CODES. 14. INSTALL ONE (1) AWG #14 CONTROL WIRE (WIRE COLOR TO VARY FOR EACH VALVE) FROM THE CONTROLLER TO EACH REMOTE CONTROL VALVE. INSTALL ONE (1) AWG #14 WIRE (GREEN) FROM THE CONTROLLER TO THE MOST REMOTE REMOTE CONTROL VALVE ALONG EACH BRANCH OF WIRING RUNS FOR USE AS A SPARE CONTROL WIRE. INSTALL ONE (1) AWG #12 WIRE (WHITE) FOR COMMON GROUND. COIL THREE (3) FEET OF WIRE IN EACH VALVE OR SPLICE BOX. USE 3M DBY SPLICE KITS FOR ALL WIRE CONNECTIONS AND SPLICES. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE AND UNIFORM COVERAGE OF ALL PLANTED AREAS. ADJUST REMOTE CONTROL VALVE PRESSURE REGULATOR AND FLOW CONTROL TO BALANCE EACH LATERAL SYSTEM AND TO ENSURE PROPER VALVE CLOSURE TIME. SELECT AND ADJUST NOZZLES FOR SPRAY AND BUBBLER SPRINKLERS WITH RADII AND ANGLES TO ENSURE UNIFORM COVERAGE WITH MINIMUM OVERSPRAY. SELECT NOZZLES FOR ROTARY SPRINKLERS AND ADJUST DIFFUSER AND RADIUS TO ENSURE UNIFORM COVERAGE WITH MINIMUM OVERSPRAY. 16. CONTRACTOR SHALL ADJUST SPRINKLER HEAD LOCATION(S) AND ADD HEADS AS REQUIRED TO ACCOMMODATE VERTICAL OBSTRUCTIONS, INCLUDING, BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, AND SIGNAGE. 17. INSTALL PLASTIC CHECK VALVES AT THE BASE OF ALL SPRINKLER HEADS OR INSTALL SPRINKLER HEADS WITH INTEGRAL CHECK VALVES AS REQUIRED TO PREVENT LOW-HEAD DRAINAGE. 1" = 1'-0" WALL MOUNT CONTROLLER LEGEND: SET THE CONTROLLER 60" ABOVE FINISHED GRADE IN A WATERPROOF ENCLOSURE UNLESS OTHERWISE NOTED 1 CONTROLLER AS SPECIFIED. SECURELY BOLT CONTROLLER TO WALL. INSTALL BACKUP BATTERIES AS REQUIRED. GROUND AS PER MANUFACTURER'S SPECIFICATIONS. 2 2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES 3 1/2" DIA. RIGID STEEL CONDUIT FOR 110 VAC ELECTRICAL SOURCE. INSTALL AS PER LOCAL ELECTRICAL CODES 4 12" X 12" X 4" STEEL JUNCTION BOX. GROUP WIRE BUNDLES AND SPLICE TO 18 GA. WIRES WITH TERMINAL STRIP AS PER SPECIFICATIONS 5 2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES 6 FINISHED GRADE7 LONG SWEEP ELL8 USE PVC SCH. 40 BELOW GRADE9 1 2 3 4 6 7 5 8 9 2 328409.13-02 1/43/4 1/81/21 SECTION/ELEVATION WIRELESS RAIN SENSOR - ROOF LINE MOUNT NOTE: MOUNT SENSOR VERTICALLY. AVOID PLACEMENT UNDER EVE OR TREE CANOPY. LOCATE WITHIN 300 FEET OF SENSOR RECEIVER AND CONTROLLER. NOTES: A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. B. DO NOT SCALE DRAWINGS. C. CONTRACTOR NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT: www.CADdetails.com/info REFERENCE NUMBER O65-256b. LEGEND: TORO WIRELESS RAIN SENSOR, MODEL NO. TWRFS 1 ADJUSTABLE MOUNTING BRACKET 2 WOOD SCREW3 BUILDING WALL AT ROOF LINE 4 ANTENNA5 1 2 3 4 5 3 NOTE: A. REPLACE EXISTING CONTROLLER AND USE EXISTING CONDUIT SWEEP Hunter pop up indicator13 13 TYP. FILE NAME: 0061-0118 IRRG-DETL.DWG MCC EAS SLB CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 Page 278 of 596 Emboss Valve # on lid Emboss "MV" AND "FS" on lid Emboss "QC" on lid Emboss "IV" on lid CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SHEET DES.DESCRIPTION CITYENGINEER DESIGNDATE APPROVALREVISIONS # 2000526-01 FILE NAME: 0061-0118 IRRG-DETL.DWG MCC EAS SLB Page 279 of 596 Page 280 of 596 SPECIAL PROVISIONS FOR CITY OF SAN LUIS OBISPO Laguna Lake Dog Park Revitalization Specification No. 2001068 April 2023 PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 919 Palm Street San Luis Obispo, CA 93401 (805) 781-7200 Page 281 of 596 Laguna Lake Dog Park Revitalization Specification No. 2001068 Approval Date: April 2, 2024 April XX, 2024 12/18/2023 12/18/2023 Page 282 of 596 TABLE OF CONTENTS NOTICE TO BIDDERS ..................................................................................................... I BID SUBMISSION ...................................................................................................................................... I BID DOCUMENTS .................................................................................................................................... II PROJECT INFORMATION........................................................................................................................ II QUALIFICATIONS .................................................................................................................................... III AWARD .................................................................................................................................................... IV ACCOMMODATION .................................................................................................................................. V BID FORMS .................................................................................................................... A BID ITEM LIST FOR LAGUNA LAKE DOG PARK REVITALIZATION, SPECIFICATION NO. 2001068 . A LIST OF SUBCONTRACTORS ................................................................................................................. E PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT ............................................................... F PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE .......................................................... F PUBLIC CONTRACT CODE SECTION 10232 STATEMENT .................................................................. F LABOR CODE SECTION 1725.5 STATEMENTS .................................................................................... F NON-COLLUSION DECLARATION ......................................................................................................... H BIDDER ACKNOWLEDGEMENTS ............................................................................................................ I QUALIFICATIONS ..................................................................................................................................... J ATTACH BIDDER'S BOND TO ACCOMPANY BID .................................................................................. K SPECIAL PROVISIONS .................................................................................................. 1 ORGANIZATION ....................................................................................................................................... 1 DIVISION I GENERAL PROVISIONS ....................................................................................................... 1 1 GENERAL ........................................................................................................................................... 1 2 BIDDING ............................................................................................................................................. 1 3 CONTRACT AWARD AND EXECUTION ........................................................................................... 2 4 SCOPE OF WORK ............................................................................................................................. 2 5 CONTROL OF WORK ........................................................................................................................ 2 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC ....................................................... 3 8 PROSECUTION AND PROGRESS ................................................................................................... 3 9 PAYMENT ........................................................................................................................................... 3 DIVISION II GENERAL CONSTRUCTION ............................................................................................... 6 10 GENERAL ......................................................................................................................................... 6 15 EXISTING FACILITIES ..................................................................................................................... 6 DIVISION III EARTHWORK AND LANDSCAPE ............................................................. 7 19 EARTHWORK ................................................................................................................................... 7 20 LANDSCAPE .................................................................................................................................... 7 Page 283 of 596 DIVISION IV SUBBASES AND BASES .................................................................................................. 14 39 ASPHALT CONCRETE .................................................................................................................. 14 DIVISION VII DRAINAGE FACILITIES ................................................................................................... 14 70 MISCELLANEOUS DRAINAGE FACILITIES ................................................................................. 14 DIVISION VIII MISCELLANEOUS CONSTRUCTION ............................................................................ 15 73 CONCRETE CURBS AND SIDEWALKS ....................................................................................... 15 80 FENCES ......................................................................................................................................... 15 DIVISION XIII APPENDICES .................................................................................................................. 16 APPENDIX A - FORM OF AGREEMENT ....................................................................... 0 APPENDIX B - CSI TECHNICAL SPECIFICATIONS ...................................................... 3 APPENDIX C - GEOTECHNICAL ENGINEERING REPORT ......................................... 4 Page 284 of 596 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 a.m. on May 25th, 2024 at which time they will be publicly opened and read aloud. Public bid opening may also be viewed via Microsoft Teams video conference and conference call. In person attendance will be permitted. Use the following link: or join by phone with this number: (209) 645-4165 with Conference ID:XXXXXXXX Submit bid in a sealed envelope plainly marked: Laguna Lake Dog Park Revitalization, Specification No. 2001068 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 instructions 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 responsive base plus additive alternate bid submitted by a responsible contractor whose bid complies with the Page 285 of 596 NOTICE TO BIDDERS NOTICE TO BIDDERS ii 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 constitutes a waiver of those defects. 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. Questions must be submitted through BidSync so that it is available to the public. Contact the project manager, Erica Long at (805) 783-7758 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. PROJECT INFORMATION In general, the project includes the revitalization of the Laguna Lake Dog Park which includes the installation of a new perimeter fence, a variety of new site furnishings and civil improvements as shown on the plans. The project estimated construction cost and contract time established for the project is as follows: BASE BID: $850,000 80 working days ADDITIVE ALTERNATIVE A: $230,000 20 working days Page 286 of 596 NOTICE TO BIDDERS NOTICE TO BIDDERS iii ADDITIVE ALTERNATIVE B: $50,000 20 working days TOTAL PROJECT BID (BASE BID + ADD ALT. “A” + ADD ALT “B”): $1,130,000 Base Bid contract time is established as 80 working days. Award of Additive Alternative “A” will add an additional 20 working days to the contract length. Award of Additive Alternative “B” will add an additional 20 working days to the contract length, for a total contract time is established as 120 working days. The fixed liquidated damages amount is established at $500 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 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. One of the three reference projects must have been completed under contract with a city, county, state or federal government agency as the prime contractor. 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, Page 287 of 596 NOTICE TO BIDDERS NOTICE TO BIDDERS iv 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. 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 in compliance with Public Contract Code Section 20103.8(c) with a Publicly Disclosed Funding Amount of $1,130,000 using the total base bid plus the additive alternate “A” and additive alternate “B” bid. TOTAL PROJECT BID, if bid for Base Bid + Add. Alt. “A” + Add. Alt. “B” is less than $1,130,000; or Page 288 of 596 NOTICE TO BIDDERS NOTICE TO BIDDERS v BASE BID + ADD. ALT. “A”, if bid for Base Bid + Add. Alt. “A” is less than $1,130,000 and Total Project Bid is greater than $1,130,000; or BASE BID, if Base Bid is less than $1,130,000 and Base Bid + Add. Alt. “A”. is greater than $1,130,000. 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 Ellen Boyle at (805) 781-7274 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 289 of 596 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: 4. materials 5. labor to complete all the required work satisfactorily in compliance with 6. plans 7. specifications 8. special provisions for the prices set forth in the bid item list: BID ITEM LIST FOR LAGUNA LAKE DOG PARK REVITALIZATION, SPECIFICATION NO. 2001068 Item Item Unit of Estimated Item Price Total No. SS(1) Description Measure Quantity (in figures) (in figures) 1 5 CONSTRUCTION SURVEY LS 1 --- 2 13 WATER POLLUTION / EROSION CONTROL LS 1 --- 3 15 REMOVE BENCH & CONCRETE PAD LS 1 --- 4 15 REMOVE WOOD INFORMATION KIOSK EA 1 5 15 REMOVE 3' HIGH CMU WALL LF 75 6 15 REMOVE 4' CHAIN LINK FENCE (800 FT) LS 1 --- 7 15 RELOCATE TRASH RECEPTACLE LS 1 --- 8 15 RELOCATE EXISTING BOULDERS LS 1 --- 9 15 REMOVE WATER FOUNTAIN EA 3 10 15 REMOVE WHEEL STOPS EA 10 11 15 REMOVE EXISTING SIGNS EA 3 12 15, 19 REMOVE & DISPOSE HMA PAVEMENT AND BASE LS 1 --- 13 15, 71 REMOVE 24"X24" STORM DRAIN INLET EA 1 14 15, 71 REMOVE 12" STORM DRAIN PIPE (60 FT) LS 1 --- Page 290 of 596 BID FORMS BID FORMS B Item Item Unit of Estimated Item Price Total No. SS(1) Description Measure Quantity (in figures) (in figures) 15 15, 71 REMOVE 18" TRENCH DRAIN (35 FT) LS 1 --- 16 19 REMOVE LOG BARRIERS (296 FT)(RETURN TO CITY) LS 1 --- 17 19 EARTHWORK (CUT 2500 CY FILL 550 CY) CY 1950 18 19 IMPORT MATERIAL CY 470 19 19 CLASS 2 BASE (24") SQFT 10350 20 19 CRUSHED PEA GRAVEL (2" LAYER) SQFT 11935 21 19, 26, 73, 90 6" CONCRETE EDGING LF 1375 22 19, 26, 73, 90 8" CONCRETE CURB LF 100 23 19, 26, 73, 90 NEW CONCRETE WHEEL STOPS EA 8 24 19,26, 73, 90 CONCRETE CURB AND GUTTER LF 90 25 19,26, 73, 90 CONCRETE TRANSITION RAMP SQFT 100 26 19, 26, 73, 90 CONCRETE FLATWORK (SIDEWALK) SQFT 10250 27 20 REMOVE TREE & GRIND STUMP EA 2 28 20 GRIND TREE STUMP EA 14 29 20 WOOD BARK MULCH (3" LAYER) CY 482 30 20 ROOT BARRIER LF 100 31 20 IRRIGATION - SLEEVING LF 133 32 39 HMA PAVEMENT (6") SQFT 580 34 56 RECTANGULAR SHADE SAIL - 7' X 13' EA 4 35 56 RECTANGULAR SHADE SAIL - 14.5' X 18' EA 1 36 56 RECTANGULAR SHADE SAIL - 12.5' X 20' EA 1 37 56 SHADE SAIL - TRIANGLE EA 2 33 73 DETECTABLE WARNING SURFACE SQFT 220 34 77 CLEARING AND GRUBBING SQFT 135000 35 77 1" PVC WATER LATERAL LF 84 36 77 4" PVC SEWER LATERAL LF 95 37 77 4" PVC STORM DRAIN LF 8 38 77 12" HDPE STORM DRAIN LF 80 39 77 TRENCH DRAIN WITH CONCRETE ENCASEMENT LF 45 Page 291 of 596 BID FORMS BID FORMS C Item Item Unit of Estimated Item Price Total No. SS(1) Description Measure Quantity (in figures) (in figures) 40 77 CURB INLET EA 1 41 80 4' CHAIN LINK FENCE LF 2117 42 80 DOG PARK ENTRY GATE (TWO GATES PER ENTRY) EA 6 43 80 CHAIN LINK MAINTENANCE GATE (2 LEAVES EACH GATE) EA 3 44 80 INSTALL NEW LOG BARRIER (34LF) LS 1 --- 45 82 ADA SIGNS AND POLES EA 2 46 84 REMOVE PAVEMENT MARKINGS LS 1 --- 47 84 PAVEMENT MARKINGS LS 1 --- 48 99 DRINKING FOUNTAIN WITH DOG WATER BOWL EA 3 49 82, 90 RELOCATE DOG BAG DISPENSER AND SIGNS EA 2 Total Base Bid $ ADDITIVE ALTERNATE A BID ITEMS 50 20 TREE PLANTING – 24” BOX EA 38 51 20 15 GALLON SHRUBS EA 12 52 20 5 GALLON SHRUBS EA 18 53 20 1 GALLON SHRUBS EA 299 54 20 TURF LAWN SQFT 25889 55 20 IRRIGATION - MAINLINE LF 1484 56 20 IRRIGATION - LATERAL LINE LF 4608 57 20 IRRIGATION - VALVES AND EQUIPMENT EA 49 58 20 IRRIGATION - TURF SPRAY HEADS EA 29 59 20 IRRIGATION - TREE WATERING SYSTEMS EA 76 60 20 IRRIGATION - DRIPLINE AREA SQFT 6469 61 20 IRRIGATION-DRIP EMITTER AREA SQFT 2637 62 20 IRRIGATION - CONTROLS (CONTROLLER AND WEATHER STATION) LS 1 --- 63 20 MAINTENANCE (3-MONTH) EA 3 Additive Alternate A Bid Total $ Page 292 of 596 BID FORMS BID FORMS D Item Item Unit of Estimated Item Price Total No. SS(1) Description Measure Quantity (in figures) (in figures) ADDITIVE ALTERNATE B BID ITEMS 64 19,56, 90 CONCRETE SHALLOW FOOTING (FOR SHADE SAILS) EA 24 65 56 RECTANGULAR SHADE SAIL - 7' X 13' EA 4 66 56 RECTANGULAR SHADE SAIL - 14.5' X 18' EA 1 67 56 RECTANGULAR SHADE SAIL - 12.5' X 20' EA 1 68 56 SHADE SAIL - TRIANGLE EA 2 Additive Alternate A Bid Total $ Project Total Bid (Base Bid + Add. Alternate A + Add. Alternate B) $ Company Name: (1) refers to section in the Standard Specifications, with modifications in the Special Provisions, that describe required work. Page 293 of 596 BID FORMS BID FORMS E 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 294 of 596 BID FORMS BID FORMS F 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 preceding 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 295 of 596 BID FORMS BID FORMS G 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 296 of 596 BID FORMS BID FORMS H 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 297 of 596 BID FORMS BID FORMS I 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 registration 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 298 of 596 BID FORMS BID FORMS J 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): Is this similar to the project being bid or did this project include Dog Park or Municipal Park activity? 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): Is this similar to the project being bid or did this project include Dog Park or Municipal Park activity? 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): Is this similar to the project being bid or did this project include Dog Park or Municipal Park activity? 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 299 of 596 BID FORMS BID FORMS K 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 300 of 596 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. Laguna Lake Dog Park 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 – 2022 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 Add after the 1st paragraph of Section 2-1.06B, Supplemental Project Information: The Department makes the following supplemental project information available: Means Description Included in Appendix C 1. Geotechnical Engineering Report, Laguna Lake Dog Park Improvements, 504 Madonna Road, San Luis Obispo, California dated August 4, 2023. Page 301 of 596 SPECIAL PROVISIONS SPECIAL PROVISIONS 2 3 CONTRACT AWARD AND EXECUTION Add Section 3-1.18B CONTRACT EXECUTION, Building Permit: 3-1.18B Building Permit The contractor must obtain a no-fee building permit from the Community Development Department. All requirements of the building permit shall be applied to the project. 4 SCOPE OF WORK Add to Section 4-1.03 WORK DESCRIPTION: Comply with the provisions of Section(s) 5,13,15,19, 20, 26, 39, 56, 68, 71, 73, 77, 80, 82, 84, 90, and 99 for general, material, construction, and payment specifics. 5 CONTROL OF WORK The City’s Horizontal and Vertical Survey information to complete the work is available at the City’s website: https://www.slocity.org/government/department-directory/public-works/documents- online/construction-documents/survey-data You must provide all on site survey to construct the project. Add to Section 5-1.23 SUBMITTALS: Refer to Section 5-1.23B(3) for Deferred Submittal requirements for the shade structures and preparation of a SWPPP. Deferred submittals are listed on the cover sheet to the plans, and described herein. Refer to Section 32 33 00, Site Furnishings for the technical specification for the shade structures. Add Section 5-1.23B(3), Deferred Submittals Section 5-1.23B(3), Deferred Submittals You must submit for review by the City Building Department and Engineer, structural design documents supporting adequate design of the shade structures, within 20 working days following notice to proceed. You will be responsible for successfully securing the necessary City Building Permit for the shade structures, addressing all plan check comments, implementing the Work based on final submittals and building permit requirements, at no additional cost to the City. The City will review and approve the deferred submittal for general conformance to the Contract Documents, before forwarding the deferred submittal to the City Building Department for review and subsequent approval. No Work on the shade structures shall commence until such time the City Building Department has issued a final building permit for the structures. The structural design documents must include at a minimum, but not be limited to the following: Page 302 of 596 SPECIAL PROVISIONS SPECIAL PROVISIONS 3 1. Structural design package, stamped by a registered California structural or civil engineer. 2. Basis of design for seismic, and wind forces, supporting calculations, and incorporating applicable geotechnical recommendations included in the Project Geotechnical Report (see Appendix C). 3. Details for structural members demonstrating adequate structural design to with stand all seismic, wind and uplift, gravity forces. 4. Updated details of shade structure footings shown on Sheet SD-1, if structural design supports modifications to footing design. 5. Complete vendor package including manufacturer’s installation requirements and recommendations. 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC Add to Section 7-1.03B PUBLIC CONVENIENCE, Traffic Control Plan Work hours are restricted to 7 a.m. to 4 p.m. on Dalidio Drive. Do not block access to the day use area and public restroom, at any time. Maintain safe pedestrian and bicycle access to all trails in the area of the Laguna Lake Dog Park. Provide traffic control plan and traffic control application at or before the preconstruction meeting. Traffic control plan must be drawn to scale. The traffic control plan must address safe pedestrian and bicycle traffic access to the trails. 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, and maintaining safe pedestrian and bicycle access to trails and the Park. 8 PROSECUTION AND PROGRESS Replace the 1st paragraph in Section 8-1.02A SCHEDULE, General with: Provide a Level 1 schedule for this work. Add to Section 8-1.04B START OF JOB SITE ACTIVITIES, standard Start: Contract time will start on August 5th, 2024. 9 PAYMENT Add to Section 9-1.03 PAYMENT SCOPE Payment for non-standard pay items shall be as specified below: Page 303 of 596 SPECIAL PROVISIONS SPECIAL PROVISIONS 4 Bid Items 65-68 – Shade Sails A. Units: Each (EA). B. Measurement: The number of shade sails actually provided. C. Payment includes full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work required to construct complete and in place, the shade sails in accordance with the contract documents. Partial payments based on Engineer’s determination. D. Scope of bid item: shade sails includes, but is not limited to the following: 1. Obtaining City of San Luis Obispo Building Permit, deferred submittals, and constructing shade sails in accordance with issued building permits at no additional cost to the City. 2. Providing all shade sail footings. 3. Providing the shade sail poles, rigging, and shade fabric per the manufacturer's specifications. 4. All other incidental work necessary to complete shade sails installation in accordance with the Contract Documents. Bid Item 42 – Dog Park Entry Gate (two gates per entry) A. Units: Each (EA). B. Measurement: The number of dog park entry gate assemblies actually provided. C. Payment includes full compensation for all furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work required to construct complete and in place, the dog park entry gate (two gates per entry) in accordance with the contract documents. Partial payments based on Engineer’s determination. The gate framing and fence fabric are included in the payment for Section 80 Fences. D. Scope of bid item: dog park entry gate (two gates per entry) includes, but is not limited to the following: 1. Providing all dog park entry gate (two gates per entry) special hardware and the kick plate per the manufacturer’s specifications. 2. All other incidental work necessary to complete dog park entry gate (two gates per entry) Work in accordance with the Contract Documents. Bid Item 44 – Log Barrier A. Units: Linear Foot (LF) B. Measurement: Linear feet of installed new log barrier, measured parallel to the ground slope. Page 304 of 596 SPECIAL PROVISIONS SPECIAL PROVISIONS 5 C. Payment includes full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work required to construct complete and in place, new log barrier in accordance with the contract documents. D. Scope of bid item: log barrier includes, but is not limited to the following: 1. Providing all new log barrier footings, hardware, and logs per the plans. 2. All other incidental work necessary to complete new log barrier installation in accordance with the Contract Documents. Bid Item 48 – Drinking Fountain with Dog Water Bowl A. Units: Each (EA). B. Measurement: The number of drinking fountains with dog water bowls actually provided. C. Payment includes full compensation for all furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work required to construct complete and in place, the drinking fountain with dog water bowl in accordance with the contract documents. Partial payments based on Engineer’s determination. D. Scope of bid item: drinking fountain with dog water bowl includes, but is not limited to the following: 1. Providing all drinking fountain with dog water bowls, and associated water and sewer connections. 2. Providing the drinking fountain with dog water bowl connections to the concrete surfacing per the manufacturer's specifications. 3. All other incidental work necessary to complete drinking fountain with dog water bowl installation in accordance with the Contract Documents. Bid Item 49 – Relocate Dog Bag Dispenser and Signs A. Units: Each (EA). B. Measurement: The number of dog bag dispensers and signs actually relocated. C. Payment includes full compensation for all furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work required to construct complete and in place, the relocate dog bag dispenser and signs in accordance with the contract documents. Partial payments based on Engineer’s determination. Page 305 of 596 SPECIAL PROVISIONS SPECIAL PROVISIONS 6 D. Scope of bid item: relocate dog bag dispenser and signs includes, but is not limited to the following: 1. Disconnecting dog bag dispenser and signs (2 signs per dispenser) from existing wood posts. 2. Providing the dog bag dispenser and signs new post and footings per the plans. 3. Installing the dog bag dispenser and signs on the new post per the plans. 4. All other incidental work necessary to complete relocate dog bag dispenser and signs in accordance with the Contract Documents. DIVISION II GENERAL CONSTRUCTION 10 GENERAL 10-1.02C(2) Irrigation Facilities Add to the end of Section 10-1.02C(2): Protect existing irrigation components and such components to be relocated before performing any other construction activity in the area. You are cautioned that existing irrigation lines within the Park are shallow and can be easily damaged by heavy equipment driving over the surface. You must repair damages to turf, landscaping, and irrigation infrastructure caused by your access to the project site and your operations in accordance with Section 20 Landscaping and applicable current engineering standards. Damages to irrigation system must be repaired within (2) days, and at no cost to the City. You must notify the City and Engineer immediately of any broken irrigation lines so that City can shut off the irrigation system to allow such repairs. Prior to work on the new irrigation system all existing irrigation laterals within the project site shall be disconnected and may be abandoned in place. All existing irrigation heads within the project site must be removed. Cap laterals outside of the project site to allow existing irrigation system outside of project limits to remain operational to surrounding planted and turf areas during construction. 15 EXISTING FACILITIES Add to Section 15-1.01 GENERAL: Properly recycle or dispose of items called for removal. Salvage log barriers to the City, at a location indicated by the City (on Park Site). Page 306 of 596 SPECIAL PROVISIONS SPECIAL PROVISIONS 7 Add Section 15-1.01A, PRE- AND POST-CONSTRUCTION VIDEO: You must provide pre- and post-construction video, documenting all construction access areas, staging areas, and all other areas of the Project Site subject to construction activities. Notify City a minimum of 3 working days prior to pre-construction video, to allow City opportunity to accompany video tapings. Submit pre-construction video to City within 3 working days of the videotaping, to allow City to review and comment on videotape. Provide post-construction video, covering at a minimum, same coverage as the pre- construction video, documenting all areas accessed by Contractor, any damage and repairs required. Submit post-construction video a minimum of 3 working days prior to scheduling final job walk/punchlist. You will be notified of any property restoration issues/punchlist items during the job walk. DIVISION III EARTHWORK AND LANDSCAPE 19 EARTHWORK Add to Section 19-1.01A GENERAL, Summary: For the purposes of this project, all references to “roadway” or “highway” found in Section 19 is defined as the “project site” or “project Improvements.” For example, Roadway Excavation means Project Site Excavation. Earthwork must be performed in accordance with the plans, these special provisions, the standard specifications and the project geotechnical engineering report prepared by Earth Systems Pacific, dated August 4, 2023, included in Appendix C. In instances where conflict exists, the more stringent determination will apply unless approved otherwise by the engineer. Add to Section 3.02C Structure Backfill: Non-expansive fill beneath exterior pedestrian flatwork. Where the plans call for 24” of non-expansive fill beneath flatwork/sidewalks, such fill must meet the material requirements of Section 19-3.02C Structure Backfill, and must be compacted to 95% relative compaction. Class 2 aggregate base per Caltrans Section 26 may be used to fulfill the 24” non-expansive fill requirement. 20 LANDSCAPE Add to Section 20-1.02D Organic Soil Amendments: 20-1.02D(2) Soil Testing Provide agronomic soil tests from a laboratory that uses methods of soil analysis approved by the American Society of Agronomy and the Soil Science Society of America. Collect soil samples from at least four (4) different locations at a depth from 8 to 14 inches from the surface of the park. Use sample locations that best represent areas that will be used for planting and seeding work. Provide location of proposed sample locations for approval by the Engineer. Collect testing samples after the finished grade is achieved. Page 307 of 596 SPECIAL PROVISIONS SPECIAL PROVISIONS 8 Test Results must include the following: Page 308 of 596 SPECIAL PROVISIONS SPECIAL PROVISIONS 9 Test Element Method pH Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 16 or USDA Agricultural handbook No. 60, Diagnosis and Improvement of Saline and Alkali Soils, Method 21a Saturation Extract Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 14 or USDA Agricultural handbook No. 60, Diagnosis and Improvement of Saline and Alkali Soils, Method 2 Sodium Adsorption Ratio Methods of Soil Analysis, Part 3 chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 14 or Inductively Coupled Argon Plasma Optical Emissions, EPA Method 6010B Water Infiltration Rate USDA Agricultural handbook No. 60, Diagnosis and Improvement of Saline and Alkali Soils, Method 34B Base Saturation Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 40 or USDA Agricultural handbook No. 60, Diagnosis and Improvement of Saline and Alkali Soils, Method 18, 19 and 20 Exchangeable Ammonium cation Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 38 Cation Exchange Capacity Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 40 or USDA Agricultural handbook No. 60, Diagnosis and Improvement of Saline and Alkali Soils, Method 18, 19 and 20 Electrical Conductivity Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 14 or USDA Agricultural handbook No. 60, Diagnosis and Improvement of Saline and Alkali Soils, Method 2 Soil Texture Methods of Soil analysis, Part 1, Physical and Mineralogical Methods, Soil Science Society of America, Inc.,1986, Chapter 15 Organic Content Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 37 Boron Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 38 or Inductively Coupled Argon Plasma Optical Emissions, EPA Method 6010B Calcium Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 40 or USDA Agricultural handbook No. 60, Diagnosis and Improvement of Saline and Alkali Soils, Method 18, 19 and 20 or Inductively Coupled Argon Plasma Optical Emissions, EPA Method 6010B Chloride Methods of Soil Analysis, Part 3 chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 14 or USDA Agricultural handbook No. 60, Diagnosis and Improvement of Saline and Alkali Soils, Method 2 or Inductively Coupled Argon Plasma Optical Emissions, EPA Method 6010B Copper Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 26, Ammonium Bicarbonate- Diethylenetriaminepentaacetic Acid (AB-DTPA) Method Iron Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 23, Ammonium Bicarbonate- Diethylenetriaminepentaacetic Acid (AB-DTPA) Method Page 309 of 596 SPECIAL PROVISIONS SPECIAL PROVISIONS 10 Magnesium Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 20, Ammonium Bicarbonate- Diethylenetriaminepentaacetic Acid (AB-DTPA) Method Calcium/Magnesium Carbonate Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 34 Manganese Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 24, Ammonium Bicarbonate- Diethylenetriaminepentaacetic Acid (AB-DTPA) Method Nitrate Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 31, Ion Selective Electrodes (ISE), Method Phosphorus Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 32, Ammonium Bicarbonate- Diethylenetriaminepentaacetic Acid (AB-DTPA) Method Potassium Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 19, Ammonium Bicarbonate- Diethylenetriaminepentaacetic Acid (AB-DTPA) Method Sodium Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 19, Ammonium Bicarbonate- Diethylenetriaminepentaacetic Acid (AB-DTPA) Method Sulfate/Sulfur Communication Soil Science Plant Analysis, Chapter 33, 2002 Ammonium Bicarbonate-Diethylenetriaminepentaacetic Acid (AB-DTPA) Method, Optimization of a Method for soil sulfur extraction, Zinc Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996 Chapter 26, Ammonium Bicarbonate- Diethylenetriaminepentaacetic Acid (AB-DTPA) Method Laboratory interpretation data must cite low, medium, and high nutrient concentrations, nutritional deficiencies, excesses, and potential toxicities. Test results must include amendment recommendations for new and existing planting and seeding. Submit test results and any recommended design modifications as a result of the test 15 days before any planting, seeding, or soil amendments activities. Replace Section 20-1.03A(1) CONSTRUCTION, General with. The following inspections and testing are required as the work progresses. Provide the Engineer with two working days' notice of the need for inspection. Correct all work that does not pass inspection or testing and request re-inspection or re-testing. Do not proceed with the next order of work until the inspection or testing has passed and the Engineer gives direction to proceed with the next order of work. The Engineer may reject any work done without necessary pre-approval. 1. Existing irrigation - preexisting damage check 2. Tree protection 3. Erosion control 4. Site clearance 5. Finish Grading 6. Mow strip chalk layout 7. Mow strip formwork 8. Soil conditioning materials Page 310 of 596 SPECIAL PROVISIONS SPECIAL PROVISIONS 11 9. Soil conditioning 10. Irrigation mainline, valve, controller and heads - flag layout 11. Irrigation audit / Coverage test 12. Full irrigation system test 13. Re-test of existing irrigation 14. Drip Irrigation distribution tubing run - chalk layout 15. Plant delivery 16. Plant layout (excluding ground cover) - actual or flagged 17. Planting completion 18. Drip installation micro tubing, emitter placement and flow test 19. Controller operation test, manual and automatic 20. Existing irrigation - damage check 21. Final Submittals and Record Drawings 22. Completion of establishment maintenance period Add to Section 20-1.03B MATERIAL, Pesticides: Select herbicides from the following table: Herbicides Herbicide name Herbicide type Preemergent (granular) Preemergent (non granular) Post- emergent Selective Non- selective Systemic Glyphosate -- -- X -- -- X Replace Section 20-2.01B(7) GENERAL, Materials – Valve Boxes and Covers with: Valve boxes must be high density polyethylene (HDPE) in green color. Covers must be: 1. High density polyethylene (HDPE) 2. Have a flush cover 3. Include locking components Valve box covers must be labeled. Labels must: 1. Be burnished with letters of the valve type – min. 1” in height Covers for valve boxes that contain remote control valves must be labeled with the controller and station. Covers for valve boxes that contain irrigation equipment must be labeled with the standard abbreviation for that equipment. Remote control valves must be labeled with a polyurethane tag. Attach the tag tightly with a nylon tie to the conductor wire. The tag must be stamped on both sides with the Page 311 of 596 SPECIAL PROVISIONS SPECIAL PROVISIONS 12 appropriate letters and numbers at least 1 inch high showing the valve's controller and station. Add to the list in the 1st paragraph of section 20-2.02B(4): 7. Be powder coated by the manufacturer to match color no. 20450 of AMS-STD-595. Add to section 20-2.04B Materials: All conductors shall be installed in a 1" PVC conduit. You may use conductors that are not armor-clad when installed in a conduit. Add to section 20-2.05B FLOW SENSORS, Materials: Flow sensor cable must: 1. Be rated for 600V. 2. Be rated for 194 degrees F. 3. Be UL listed as Type TC. 4. Comply with specifications of ICEA/NEMA. 5. Consist of two no. 16 minimum stranded copper conductors. Insulated conductor must be color coded with a PVC or nylon jacket. 6. Include a tinned copper braid or aluminized polyester film shield. Where the film is used, a no. 18 or larger, stranded or no. 16 solid, tinned, copper drain wire must be placed between the insulated conductors and the shield and in contact with the conductive surface of the shield. 7. Include a black PVC jacket with a minimum nominal thickness of either 50 mils or 48 mils where capacitance of conductors to other conductors and the shield is 87 pF/ft or better. The cable jacket must be marked with the insulation type designation, conductor size, and voltage and temperature ratings. 8. Have an outside diameter from 0.29 to 0.45 inch. 9. Be UV resistant and of the direct burial type. 10. Have no splices between components except where shown. Add to section 20-2.06B(2)(a) IRRIGATION CONTROLLERS: Furnish 2 keys for each irrigation controller enclosure door lock before Contract acceptance. Add section 20-3.01B(5)(a) PLANTING, Root Stimulants: 20-3.01B(5)(b) Mycorrhizae Inoculant Mycorrhizae inoculant must be a commercially available powder or granular product with beneficial microorganisms that will improve the ability of plant roots to absorb water and nutrients. The product must have a minimum of 13 species of fungi. Spores per gram must be 80 or greater. Add between the 2nd and 3rd paragraphs of section 20-4.01A PLANT ESTABLISHMENTS WORK, Summary: This project has a Type 1 plant establishment period. Page 312 of 596 SPECIAL PROVISIONS SPECIAL PROVISIONS 13 Add to the beginning of the 1st paragraph of section 20-4.03A CONSTRUCTION, General: Maintain a neat and presentable job site during plant establishment including areas not visible to the public. Add to section 20-4.03C CONSTRUCTION, Fertilizing: Apply slow-release fertilizer to the plants at the end of the 90-day maintenance period. Add to section 20-4.03D CONSTRUCTION, Weed Control: Dispose of weeds under section 20-1.03C(4). Add to section 20-4.03 CONSTRUCTION: 20-4.03L Pest and Disease Control Control pests under this section and section 20-1.03B. Replace section 20-5.06 RESERVED with: 20-5.06 DECORATIVE BOULDERS 20-5.06A General 20-5.06A(1) Summary Section 20-5.06 includes specifications for placing decorative boulders. 20-5.06A(2) Definitions Not Used 20-5.06A(3) Submittals Not Used 20-5.06A(4) Quality Assurance Contractor shall confirm existing and relocated boulder locations and face with Engineer. 20-5.06B Materials Relocate existing boulders as shown on plans. Contractor shall stockpile boulders in a suitable location on-site until such time boulders are relocated and placed into final position. 20-5.06C Construction Mark proposed locations for placement of boulders. Final location and orientation of the boulders must be authorized at least 5 business days prior to installation. Apply anti- graffiti coating to all exposed surfaces of the boulders. Place surplus excavated material throughout the job site under section 19-2.03B. Compact subgrade under the boulder to not less than 90 percent relative compaction. Place boulder as shown on the plans such that approximately 1/3 of the boulder height is Page 313 of 596 SPECIAL PROVISIONS SPECIAL PROVISIONS 14 buried below the finished grade. Backfill and tamp remaining soil voids around the boulder until finished grade is level with the surrounding area. If backfill area has settled, refill with additional soil and tamp. 20-5.06D Payment Not Used Replace section 20-10.02C(2) EXISTING IRRIGATION FACILITIES, Construction, Check and Test Existing Irrigation Facilities with: 20-10.02C(2) Check and Test Existing Irrigation Facilities Check and test existing irrigation system facilities that will remain in place or will be relocated before performing clearing and grubbing, earthwork, or other construction activity that will affect the existing irrigation system. When available, use existing irrigation control software program and flow sensors to conduct the test. Clear obstructions in strainers and filters before conducting tests. The Engineer determines the test watering cycle lengths and controller information to be utilized during the tests. Check for deficiencies in the existing irrigation systems including: 1. Missing, damaged or malfunctioning irrigation components 2. Leaks on supply line and irrigation components 3. Electrical continuity between irrigation controller and irrigation components 4. Electrical power at the irrigation controller 5. Communication between irrigation controller and remote access devices Correct deficiencies as ordered. The correction of deficiencies shall be performed at no additional cost to the City. DIVISION IV SUBBASES AND BASES 39 ASPHALT CONCRETE Add to Section 39-1.02F RECLAIMED ASPHALT PAVEMENT: Asphalt concrete with 25% RAP may be used for paving operations. DIVISION VII DRAINAGE FACILITIES 70 MISCELLANEOUS DRAINAGE FACILITIES 70-6 Grated Line Drains Modify Section 70-6.02A General: Page 314 of 596 SPECIAL PROVISIONS SPECIAL PROVISIONS 15 To the first paragraph, replace “Grated line drain must be on the Authorized Material List for grated line drains” with “Grated line drain (trench drain) must be Zurn Z886-HD or approved equal,” Replace Section 70-6.02C Line Drain Frames and Grates: Grated line drain grate must be Zurn P6-BDD Bronze grate or approved equal. DIVISION VIII MISCELLANEOUS CONSTRUCTION 73 CONCRETE CURBS AND SIDEWALKS Add to Section 73-1.01 General Concrete removal must be per Section 73-1.03A and City Standard Detail 4910. Dowel existing concrete into new concrete per Section 73-1.03F and City Standard Detail 4110. 80 FENCES Replace paragraph 1 of Section 80-3.01C Submittals with: Provide vinyl-clad fabric specified in Section 80-3.02C Fabric, submit a certificate of compliance for the system. Add Section 80-3.02F Gates: Gate hinges shall be Trademark Hardware TIGER compact hinge and CLB attachment for installation on round chain link fence posts. (www.tmhardware.com) Gate latch to be Trademark Hardware Locinox Gate Lock LUKYJ5 with part number 3019LA-S-C-V for installation on round chain link gates. Also provide CLH-LA tension bar to secure the gate lock in place. All gates shall be keyed alike, manufacturer option (GMA). Provide two ADA kick plates (10" tall x 36" wide, galvanized steel) to the bottom of each gate. Kick plates shall have rounded edges. Provide 3/16" galvanized bolts with lock washers (6 each gate). Provide shop drawings. Add to Section 80-3.03 CONSTRUCTION Install gate hardware according to the manufacturer's specifications. Install kick plates to fences by placing one plate on each side of the fence fabric and bolting through both plates at each corner and at the mid-point of the plate (top and bottom). Use lock washers. Page 315 of 596 SPECIAL PROVISIONS SPECIAL PROVISIONS 16 DIVISION XIII APPENDICES Add Section 100-1.01 APPENDICES: Refer to Appendix A: Form of Agreement Refer to Appendix B: CSI Technical Specifications Refer to Appendix C: Geotechnical Engineering Report, City of San Luis Obispo, Laguna Lake Dog Park Revitalization Project, Dalidio Road, San Luis Obispo, California Page 316 of 596 APPENDIX APPENDIX 0 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 Obispo County, California (hereinafter called the Owner) and COMPANY NAME (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 LAGUNA LAKE DOG PARK REVITALIZATION, SPEC NO. 2000526-001 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 317 of 596 APPENDIX APPENDIX 1 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 318 of 596 APPENDIX APPENDIX 2 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 Name of CAO/President Its: CAO/PRESIDENT (2nd signature required if Corporation): By:________________________________ Name of Corporate Officer Its: ____________________ Page 319 of 596 APPENDIX APPENDIX 3 APPENDIX B - CSI TECHNICAL SPECIFICATIONS DIVISION 32 – Exterior Improvements 32 33 00 Site Furnishings Page 320 of 596 LAGUNA LAKE DOG PARK REVITALIZATION CITY OF SAN LUIS OBISPO, CALIFORNIA DECEMBER 21, 2023 SITE FURNISHINGS 323300 - 1 SECTION 32 33 00 SITE FURNISHINGS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide the following site furnishings, including accessories, as required for complete, finished installation. 1. 7’ x 13’ Shade Sail 2. 14.5’ x 18' Shade Sail 3. 12.5’ x 20’ Shade Sail 4. Triangular Shade Sail 5. Drinking Fountain 1.2 RELATED SECTIONS: A. Division 01 General Requirements, which contain information and requirements that apply to the work specified herein. 1.3 SUBMITTALS A. General: Submittals to be in accordance with the requirements of the Standard Specifications. Review or acceptance, as specified, by the Engineer required prior to commencement of work. B. Deferred Submittal: For the shade structure, refer to Section 5 of the special provisions for additional requirements. Contractor shall be responsible for securing the City Building Permit, and installing the shade structure per approved plans and the Building Permit, at no additional cost to the City. Product Data: Submit manufacturer’s product data, storage and handling requirements and recommendations, installation methods and available colors, styles, patterns, and textures for all site furnishings listed. C. Warranty: Manufacturer’s standard warranty. 1.4 QUALITY ASSURANCE A. Workmanship and Materials: All workmanship and materials within this Section shall conform strictly to the manufacturer’s specifications installation instructions and guarantees. B. The contractor shall provide laborers and supervisors who are thoroughly familiar with the type of construction involved and materials and techniques specified. Page 321 of 596 LAGUNA LAKE DOG PARK REVITALIZATION CITY OF SAN LUIS OBISPO, CALIFORNIA DECEMBER 21, 2023 SITE FURNISHINGS 323300 - 2 1.5 SUBSTITUTIONS, ADDITIONS AND DELETIONS A. General: Submit proposals for substitutions for review and approval. Acceptance by the Engineer is required prior to proceeding with the work under this Section. Provide descriptive catalog literature for each item to be substituted. 1.6 PRODUCT DELIVERY, STORAGE AND HANDLING A. Handling of site furnishings: The Contractor is cautioned to exercise care in handling, loading, unloading, storing and installation of site furnishings. All materials shall be transported in a vehicle that allows the materials to lie flat, not to subject it to undue bending or concentrated external load at any point. Any materials that have been dented or damaged will be discarded and, if installed, shall be replaced. B. Upon receipt at the job site, all materials shall be checked to ensure that no damages occurred during shipping or handling. Materials shall be stored in such a manner to ensure proper ventilation and drainage, and to protect against damage, weather, vandalism, or theft. PART 2 - PRODUCTS 2.1 SHADE STRUCTURE A. General. Shade structures shall all be of the same manufacturer. 2.2 7’ X 13’ SHADE SAILS A. USA Shade, 1085 N. Main Street, Suite C, Orange, California 92867 or approved equal Phone: (714) 427-6987. Website https://www.usa-shade.com/ Shade Sail: Custom shade sail, contact manufacturer for more information. Mounting: See plans. Color: 2 shade sails shall be sky blue (495626) 2 shade sails shall be steel grey (495718) 2.3 14.5' X 18' SHADE SAIL A. USA Shade, 1085 N. Main Street, Suite C, Orange, California 92867 or approved equal Phone: (714) 427-6987. Website https://www.usa-shade.com/ Shade Sail: Custom shade sail, contact manufacturer for more information. Mounting: See plans. Color: Steel grey (495718) 2.4 12.5’ X 20’ SHADE SAIL A. USA Shade, 1085 N. Main Street, Suite C, Orange, California 92867 or approved equal Page 322 of 596 LAGUNA LAKE DOG PARK REVITALIZATION CITY OF SAN LUIS OBISPO, CALIFORNIA DECEMBER 21, 2023 SITE FURNISHINGS 323300 - 3 Phone: (714) 427-6987. Website https://www.usa-shade.com/ Shade Sail: Custom shade sail, contact manufacturer for more information. Mounting: See plans. Color: Sky blue (495626) 2.5 TRIANGULAR SHADE SAILS A. USA Shade, 1085 N. Main Street, Suite C, Orange, California 92867 or approved equal Phone: (714) 427-6987. Website https://www.usa-shade.com/ Shade Sail: Custom shade sail, contact manufacturer for more information. Mounting: See plans. Color: Smaller triangle shall be steel grey (495718) Larger triangle shall be sky blue (495626) 2.6 DRINKING FOUNTAIN & DOG WATER STATION Most Dependable Fountains Model 440 SMSS w/ Optional Pet Fountain (blue) or approved equal. 5705 Commander Dr., Arlington, TN 38002; www.mostdependable.com; (901) 867- 0039 PART 3 - EXECUTION 3.1 GENERAL A. Handle and install site furnishings in accordance with manufacturer's approved shop drawings and instructions. B. Deliver manufactured furnishings in original packaging. Protect and secure furnishings delivered to site from damage and theft. 3.2 SITE FURNISHINGS A. Layout of Site Furnishings 1. Layout: Layout site furniture according to the locations shown on the drawings, and as required by the Engineer. 2. Examination: Examine areas to receive site furnishings. Notify Engineer of conditions that would adversely affect installation or subsequent use. Do not begin installation until unacceptable conditions are corrected. 3. Adjustments: The Engineer reserves the right to make adjustments in the locations of the site furniture without additional cost to the County. 4. Quantity of furnishings shall be as specified on plans and in these specifications. Page 323 of 596 LAGUNA LAKE DOG PARK REVITALIZATION CITY OF SAN LUIS OBISPO, CALIFORNIA DECEMBER 21, 2023 SITE FURNISHINGS 323300 - 4 B. Installation of Site Furnishings 1. Drinking fountain to be surface mounted. Provide 1.5" schedule 40 PVC drainpipe stub through concrete base and a 1/2" supply line for water supply. Provide p-trap prior to connecting to the sewer line. Contractor to supply shop drawings. Flush and disinfect the potable water line after connection per Section 77-2.03J. 2. Set site furnishings level and true to line, in correct relationship to adjacent materials. 3. Bolt down in place or secure by other means all furnishings, as indicated in these specifications. 4. Prepare subgrade and footings for the shade sails per plans and manufacturer's instructions. Install shade sails per manufacturer's specifications. Layout per plans. C. Cleaning: 1. The contractor shall clean the jobsite of excess materials and any debris that is caused by surface mounting. 2. Clean furnishings promptly after installation in accordance with manufacturer’s instructions. 3. Do not use harsh cleaning materials or methods that could damage finish. 3.3 FINAL ACCEPTANCE A. Final Acceptance shall be when all furnishings and fixtures are installed in accordance with approved Drawings and to manufacturer’s specifications, and all damaged parts and items are replaced. B. Submit product maintenance data. END OF SECTION Page 324 of 596 APPENDIX APPENDIX 4 APPENDIX C - GEOTECHNICAL ENGINEERING REPORT CITY OF SAN LUIS OBISPO, LAGUNA LAKE DOG PARK REVITALIZATION PROJECT, DALIDO ROAD, SAN LUIS OBISPO, CALIFORNIA, BY: EARTH SYSTEMS PACIFIC, FILE NO. 306228-001.SER, DATED AUGUST 4, 2023 Page 325 of 596 GEOTECHNICAL ENGINEERING REPORT LAGUNA LAKE DOG PARK IMPROVEMENTS 504 MADONNA ROAD SAN LUIS OBISPO, CALIFORNIA August 4, 2023 Prepared for Wallace Group Prepared by Earth Systems Pacific 4378 Old Santa Fe Road San Luis Obispo, CA 93401 Copyright © 2023 Page 326 of 596 August 4, 2023 FILE NO.: 306228-001 Ms. Ann Sever Wallace Group 612 Clarion Court San Luis Obispo, CA 93401 PROJECT: LAGUNA LAKE DOG PARK IMPROVEMENTS 504 MADONNA ROAD SAN LUIS OBISPO, CALIFORNIA SUBJECT: Geotechnical Engineering Report REF: Proposal for a Geotechnical Engineering Investigation, by Earth Systems Pacific, Doc. No. SLO-2306-001.PRP, dated June 1, 2023 (revised June 27, 2023). Dear Ms. Sever: This geotechnical engineering report has been prepared for use in the development of plans and specifications for the proposed improvements at the Laguna Lake Dog Park in San Luis Obispo, California. Preliminary geotechnical recommendations for site preparation, grading, utility trench backfill, foundations, exterior pedestrian flatwork, Hot Mix Asphalt (HMA) pavement design criteria, drainage around improvements, and construction observation and testing are presented herein. We appreciate the opportunity to have provided professional 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 Jennifer Campbell, PE Principal Engineer Project Engineer Doc. No.: 2308-014.SER/pm Page 327 of 596 iii TABLE OF CONTENTS Page COVER LETTER ............................................................................................................................ii TABLE OF CONTENTS..................................................................................................... iii APPENDICES .................................................................................................................. iii 1.0 INTRODUCTION AND SITE SETTING ............................................................................... 1 2.0 SCOPE OF SERVICES ....................................................................................................... 1 3.0 PREVIOUS FIELD INVESTIGATION AND LABORATORY ANALYSIS ................................... 3 4.0 GENERAL SUBSURFACE PROFILE .................................................................................... 3 5.0 CONCLUSIONS ................................................................................................................ 4 Strong Seismic Shaking ................................................................................................. 4 Expansion Potential ...................................................................................................... 4 Soil Erosion .................................................................................................................... 4 Liquefaction Potential ................................................................................................... 5 6.0 PRELIMINARY GEOTECHNICAL RECOMMENDATIONS ................................................... 5 Site Preparation ............................................................................................................ 6 Grading .......................................................................................................................... 6 Utility Trenches ............................................................................................................. 7 Foundations .................................................................................................................. 8 Exterior Pedestrian Flatwork ...................................................................................... 11 HMA Pavement Design Criteria .................................................................................. 12 Drainage and Maintenance......................................................................................... 13 Observation and Testing ............................................................................................. 14 7.0 CLOSURE....................................................................................................................... 15 TECHNICAL REFERENCES ......................................................................................................... 17 APPENDICES APPENDIX A Site Vicinity Map Exploration Location Map Boring Log Legend Previous Boring Log APPENDIX B Previous Laboratory Test Results APPENDIX C Typical Detail A: Pipe Placed Parallel to Foundations Page 328 of 596 Laguna Lake Dog Park Improvements August 4, 2023 San Luis Obispo, California 306228-001 1 2308-014.SER 1.0 INTRODUCTION AND SITE SETTING We understand new site amenities are planned for the approximately 3-acre Laguna Lake Dog Park in San Luis Obispo, California. Based on the provided site plan, we understand the improvements will include new shade sails, concrete pedestrian paving, fencing, and other ancillary features. New utilities including irrigation lines are also planned. We assume the shade sails will be constructed with shallow conventional foundation elements or drilled caisson foundations. We assume proposed grades will be approximately those of existing grades; therefore, minor grading cuts and fills on the order of about 1 to 2 feet are anticipated. We assume no drainage basins or LID/BMP stormwater infiltration systems are currently planned. The site location is shown on the Site Vicinity Map presented in Appendix A. The approximate site coordinates of latitude 35.2646N and longitude 120.6827W were obtained from the Google Earth Website (Google Earth 2023). The site is surrounded by internal roads, car parking, and Laguna Lake. The site generally slopes westward toward Laguna Lake with drainage by sheet flow to the west. 2.0 SCOPE OF SERVICES The scope of work for this geotechnical engineering report included a general site reconnaissance, review of previous field exploration and laboratory testing, geotechnical analysis of the data, and preparation of this report. The geotechnical analysis and subsequent recommendations were based, in part, upon a site plan and verbal information provided by the client. 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 2022 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. Preliminary geotechnical recommendations for site preparation, grading, utility trench backfill, foundations, exterior pedestrian flatwork, Hot Mix Asphalt (HMA) pavement design criteria, drainage around improvements, and construction 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 Page 329 of 596 Laguna Lake Dog Park Improvements August 4, 2023 San Luis Obispo, California 306228-001 2 2308-014.SER 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 proposed Laguna Lake Dog Park improvements, and in the preparation of plans and specifications. Application beyond this intent is strictly at the user’s risk. If future property owners wish to use this report, such use will be allowed to the extent the report is applicable, only if the user agrees to be bound by the same contractual conditions as the original client, or contractual conditions that may be applicable at the time of the report’s use. 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 site or areal geology, and of the soil for lead or mold potential, radioisotopes, asbestos (either man-made or naturally occurring), hydrocarbons, or other chemical properties are beyond the scope of this report. Evaluation of ancillary features such as fences, flag poles, signage, and nonstructural fills are all not within our scope and are also not addressed. Design and/or suitability of LID features such as retention basins, bioswales, or other improvements, and determination of site suitability and design of on-site effluent disposal systems are also beyond our scope. 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. Page 330 of 596 Laguna Lake Dog Park Improvements August 4, 2023 San Luis Obispo, California 306228-001 3 2308-014.SER 3.0 PREVIOUS FIELD INVESTIGATION AND LABORATORY ANALYSIS On November 12, 2008, one exploratory boring (Boring 2) was drilled in the vicinity of the proposed dog park improvements with a Mobile B-53 drill rig equipped with an 8-inch outside diameter hollow stem auger and an automatic drop hammer for sampling. The boring was drilled to a depth of about 16.5 feet below the existing ground surface (bgs). As the exploratory boring was drilled, soil samples were obtained using a 3-inch outside diameter ring-lined barrel sampler (ASTM D 3550-01 with shoe similar to ASTM D 2937-04). Standard penetration tests were also conducted at selected depths (ASTM D 1586-99). A bulk soil sample was obtained from the auger cuttings between depths of about 2 to 4 feet. The approximate location of the boring is shown on the Exploration Location Map in Appendix A. Soils encountered in the boring were categorized and logged in general accordance with the Unified Soil Classification System and ASTM D 2488-06. Where bedrock was encountered, its properties were described based upon observation of the Standard Penetration Test sample, observation of the auger cuttings, the effort required to drill into the bedrock, and effort required to drive samplers into the bedrock. A copy of the boring log and a Boring Log Legend are included in Appendix A. In reviewing the boring log 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 characteristics 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. Consequently, the logger must exercise judgement in interpreting the subsurface characteristics, possibly resulting in descriptions that vary somewhat from the legend. The reader should also consider the sampler type used when reviewing the blow counts. Selected ring samples were tested for unit weight and moisture (ASTM D 2937-04, as modified for ring liners). A bulk sample was tested for maximum density and optimum moisture (ASTM D 1557-07) and expansion index (ASTM D 4829-07). Results of the 2008 laboratory tests are presented in Appendix B. 4.0 GENERAL SUBSURFACE PROFILE Boring 2 (ESP 2008), located in the vicinity of the proposed dog park improvements, encountered about 2 feet of fill consisting of stiff sandy lean clay overlying alluvium. The alluvium consisted of sandy fat clay and sandy lean clay with gravel. The alluvial clay soils were Page 331 of 596 Laguna Lake Dog Park Improvements August 4, 2023 San Luis Obispo, California 306228-001 4 2308-014.SER in a very stiff condition. Serpentinite of the Franciscan mélange was encountered in the exploration at 15 feet bgs. The soil and rock were described during drilling as being slightly moist to very moist. Subsurface water was not encountered in Boring 2 to the maximum depth explored of 16.5 feet bgs. 5.0 CONCLUSIONS In our opinion, the site is suitable, from a geotechnical engineering standpoint, for the proposed dog park improvements. The primary geotechnical engineering concerns at the site are the potential for strong seismic shaking, expansion potential of the surficial soils, and erosion potential of the site soils. Liquefaction potential is also addressed below. Strong Seismic Shaking The site is in a region of high seismic activity, with the potential for large seismic events that could generate strong ground shaking. Seismic acceleration parameters should be utilized in the design of the structure so that potential damage is reduced during a seismic event. Seismic acceleration design parameters are presented in the “Foundations” Section of this report. Expansion Potential An expansion index (EI) test of the near-surface alluvial soils resulted in a value of 128. Per CBC Section 1803A.5.3, the soils are considered to be expansive. The more commonly used ASTM classification is that the soils are considered to have “high” 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 foundations and pedestrian flatwork if precautionary measures are not incorporated into the design and construction procedures. Recommendations for reducing the potential effect of expansive soils on the proposed shade sail foundations and pedestrian flatwork are provided in the following sections. Soil Erosion The soils are considered highly erodible. It is essential that all surface drainage be controlled and directed to appropriate discharge points, and that surface soils, particularly those disturbed during construction, are stabilized by vegetation or other means during and following construction. The architect/engineer should ensure appropriate nonerosive overland escape if storm water drainage systems fail or are overwhelmed during significant storm event(s), so that soils are not eroded. Page 332 of 596 Laguna Lake Dog Park Improvements August 4, 2023 San Luis Obispo, California 306228-001 5 2308-014.SER Liquefaction Potential The site is mapped by the County of San Luis Obispo (SLOCO 2023) as being in an area of moderate liquefaction potential. As discussed above, the subsurface material encountered in Boring 2 generally consisted of stiff to very stiff clays overlying Franciscan mélange bedrock. Additionally, free subsurface water was not encountered in Boring 2. Therefore, in our opinion, the potential for liquefaction settlement to impact the site may be considered low. 6.0 PRELIMINARY GEOTECHNICAL RECOMMENDATIONS These recommendations are applicable for the proposed project as described in the “Introduction and Site Setting” Section of this report. If other 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. • Shade Sail Foundation Areas: The area within and extending a minimum of 5 feet beyond the perimeter of the foundations of the proposed shade sails. The shade sail area also includes the footprints of any improvements that are rigidly connected to the shade sail structures and that are expected to perform in a similar manner, if planned. • Flatwork Areas: The areas within the limits of all flatwork. • Existing Grade: Elevations of the site that existed as of the date of this report. • Scarified: Thoroughly plowed or ripped in two orthogonal directions to a depth of not less than 8 inches. • Moisture Conditioned: Soil moisture content adjusted by wetting or drying to optimum moisture content, or just above, prior to application of compactive effort. • 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, unless specified otherwise. 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 geotechnical engineer and jurisdiction. • Nonexpansive Material: Nonexpansive material is defined as being a coarse-grained soil (ASTM D2487-17) and having an expansion index of 10 or less (ASTM D4829-19) Page 333 of 596 Laguna Lake Dog Park Improvements August 4, 2023 San Luis Obispo, California 306228-001 6 2308-014.SER Site Preparation 1. The existing areas designated for site improvements should be prepared for construction by removing all existing improvements, foundations, vegetation, trees and associated root balls, debris, and other deleterious materials. Any existing unsuitable fill soils should be completely removed and replaced as compacted fill. 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, and extending below the recommended overexcavation depth, should be immediately 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 soils in the proposed flatwork areas should be removed on a level plane to a depth of 24 inches below existing grade. The upper 24 inches of soil beneath pedestrian flatwork areas should consist of compacted nonexpansive material as described in subsequent Paragraph 3. During construction, locally deeper removals may be recommended based on field conditions. The resulting soil surface should then be scarified, moisture conditioned, and compacted prior to placing any fill soil. 2. Voids created by dislodging cobbles and/or debris during scarification should be backfilled and compacted, and the dislodged materials should be removed from the area of work. 3. On-site material and approved import materials may be used as general fill up to 24 inches below bottom of pedestrian flatwork areas. As discussed, the upper 24 inches of soil beneath the pedestrian flatwork areas should consist of nonexpansive fill. Nonexpansive material is defined as being a coarse-grained soil (ASTM D2487-17) and having an expansion index of 10 or less (ASTM D4829-19). All imported soil should be nonexpansive. Native soil may be used to finish grade or sub-grade in other areas on site. The proposed imported soils should be evaluated by the geotechnical engineer before being used, and on an intermittent basis during placement on the site. Page 334 of 596 Laguna Lake Dog Park Improvements August 4, 2023 San Luis Obispo, California 306228-001 7 2308-014.SER 4. All materials used as fill should be cleaned of any debris and rocks larger than 6 inches in diameter. No rocks larger than 3 inches in diameter should be used within the upper 3 feet of finish grade. 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. 5. 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 proof rolled with heavy, rubber-tired grading equipment prior to continuing construction. 6. If the soils are overly moist so that they become unstable or if the recommended compaction cannot be readily achieved, drying the soil to 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 available to assist the contractor in selecting appropriate measures for stabilization of unstable soils. Soils that are disturbed in any manner should be removed, moisture conditioned, and recompacted. 7. In general, all cut and fill slopes should not exceed a 2:1 (horizontal to vertical) slope gradient. Utility Trenches 1. Unless otherwise recommended, utility trenches adjacent to foundations should not be excavated within the zone of foundation influence as shown on Typical Detail A presented in Appendix C. 2. In general, trench backfill should be compacted to a minimum of 90 percent of maximum dry density. The upper foot of subgrade and all aggregate base in vehicular pavement areas should be compacted to a minimum of 95 percent of maximum dry density. 3. 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. Page 335 of 596 Laguna Lake Dog Park Improvements August 4, 2023 San Luis Obispo, California 306228-001 8 2308-014.SER 4. A select, noncorrosive, granular, easily compacted material 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. 5. Compaction of trench backfill by jetting or flooding is not recommended except under extraordinary circumstances. However, to aid in encasing utility conduits, particularly corrugated drain pipes, 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. 6. The recommendations of this section are minimums only and may be superseded by the requirements of the architect/engineer, the recommendations of pipe manufacturers or utility companies, or the requirements of the governing jurisdiction based upon soil corrosivity or other factors. Foundations Conventional Shallow Foundations 1. The proposed shade sail foundations may be supported on firm native material. Any fills observed within the footing excavations should be brought to the attention of the geotechnical engineer. Footings should have a minimum embedment depth of 27 inches below lowest adjacent grade; however, footing dimensions should also conform to the requirements of CBC Section 1809 (CBSC 2022). All spread footings should be a minimum of 2 feet square. Footing reinforcement should be in accordance with the requirements of the architect/engineer; minimum continuous footing reinforcement should consist of two No. 5 rebar, one near the top and one near the bottom. 2. Footings should be designed using a maximum allowable bearing capacity of 2,000 psf dead plus live loads. 3. Using these criteria, total and differential static settlement is expected to be on the order of up to 0.5 inches. 4. The allowable bearing capacity may be increased by one-third when transient loads such as wind or seismicity are included. Page 336 of 596 Laguna Lake Dog Park Improvements August 4, 2023 San Luis Obispo, California 306228-001 9 2308-014.SER 5. In accordance with Chapter 20 of ASCE 7-16 (2017), Seismic Site Class D (Stiff Soil) was selected based on subsurface data from our boring. The S1 ground motion value obtained from the Structural Engineers Association of California website (SEAOC 2023) using Seismic Site Class D was 0.382, greater than 0.2; therefore, per Section 11.4.8 of ASCE 7-16, Supplement 3, the project requires site-specific ground motion analyses unless certain exceptions relating to structural design calculations are applied. We have assumed that the Architect/Engineer intends to apply the exception allowed under Note 1 in ASCE 7-16 Supplement 3 to this project; therefore, we are providing the general procedure seismic design parameters based on the site coordinates stated in the “Introduction and Site Setting” section and Seismic Site Class D in accordance with Section 11.4.4 of ASCE 7-16. Unscaled seismic design parameters are shown in the table below. The Architect/Engineer should verify these assumptions during the design process. The project was considered to be Risk Category II as described in Table 1604.5 of the CBC (CBSC 2022). Table 1: SEISMIC PARAMETERS Mapped Spectral Response Acceleration for Site Class B Site Class “D” Adjusted Values Design Values Seismic Parameters Values (g) Site Coefficients Values Seismic Parameters Values (g) Seismic Parameters Values (g) SS 1.036 Fa 1.086 SMS 1.125 SDS 0.750 S1 0.382 Fv 1.918 SM1 0.733 SD1 0.488 Peak Mean Ground Acceleration (PGAM) = 0.522g Seismic Design Category = D 6. Lateral loads may be resisted by soil friction and by passive resistance of the soil acting on foundations. Lateral capacity is based on the assumption that the backfill adjacent to foundations is properly compacted. A passive equivalent fluid pressure of 350 pcf and a coefficient of friction of 0.35 may be used in design. These are ultimate values as no factors of safety, load factors, and/or other factors have been applied to any of the values. 7. 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. Page 337 of 596 Laguna Lake Dog Park Improvements August 4, 2023 San Luis Obispo, California 306228-001 10 2308-014.SER Caisson Foundations 1. As an alternative to shallow foundations, drilled, cast-in-place caissons may be used to support the proposed shade sails. Caisson dimensions and reinforcement should be in accordance with the requirements of the architect/engineer. The minimum caisson diameter should be 24 inches with minimum embedment of 10 feet below lowest adjacent grade. 2. The caissons should be designed to derive support from skin friction against the alluvium. Capacity in the upper 3 feet bgs should be ignored. 3. The caissons may be designed using a downward (compressive) allowable skin friction value of 400 psf for the alluvium. Skin friction in the upper 3 feet as well as end bearing capacity should not be used in the calculations. 4. An allowable skin friction value of 280 psf can be used for short-term tension (uplift) conditions with alluvium. The self-weight of the caissons may be neglected in the determination of loading, however, it may be included, if needed, for resistance to uplift. Tension (uplift) capacity in the recompacted soils should be neglected. 5. The allowable skin friction values for the caissons may be increased by one-third when transient loads such as wind or seismicity are included. Foundations should be designed using the seismic parameters presented in Table 1 in the “Foundations” section of this report. 6. Passive resistance should be neglected in the upper 3 feet bgs. An ultimate passive resistance within the alluvium based on equivalent fluid pressure of 450 pcf, acting over 2 caisson diameters, may be taken for resistance to short term lateral loads. The structural engineer should apply an appropriate factor of safety to the ultimate values presented above. 7. Caissons should not be constructed closer than three caisson diameters to each other without approval from the geotechnical engineer. 8. Concrete used in caissons should be placed at a slump between 6 and 8 inches in dry excavations and between 8 and 10 inches when placed under water. The concrete in the upper 8 to 10 feet of the caissons should be mechanically consolidated following placement. Page 338 of 596 Laguna Lake Dog Park Improvements August 4, 2023 San Luis Obispo, California 306228-001 11 2308-014.SER 9. All caisson excavations should be filled with concrete on the same day as they are drilled. If this is not practicable, the caissons should be secured in a safe manner in conformance with OSHA requirements or other applicable safety standards until concrete can be placed. Any caisson excavation that has not been filled with concrete on the same day as it was drilled should have the surfaces “freshened” by extending the rotating auger into and out of the hole several times immediately prior to placement of the concrete. The bottom of the hole should then be cleaned out again by means of the clean-out bucket. 10. Caisson excavations should be observed by the geotechnical engineer during drilling operations to confirm the subsurface conditions and prior to placement of reinforcing steel and concrete. Special inspection of reinforcing steel and concrete placement for the caissons should also be provided. Exterior Pedestrian Flatwork 1. Conventional, light-duty PCC pedestrian flatwork should have a minimum thickness of 4 full inches; the thickness of heavy duty PCC should be specified by the architect/engineer. Due to the presence of surficial highly expansive clay, we recommend any exterior flatwork be supported on at least 24 inches of non-expansive fill. 2. Flatwork should be constructed with frequent joints to allow articulation as the flatwork moves in response to seasonal temperature and soil moisture variations. The soil underlying the flatwork should be moisture conditioned prior to casting the flatwork. 3. In conventional construction, it is common to use four to six inches of sand or gravel beneath exterior flatwork. Another measure that can be taken to reduce the risk of movement of the flatwork is to provide thickened edges or grade beams around the perimeter of the flatwork. The thickened edges or grade beams could be up to 12 inches deep with the deeper edges or grade beams providing better protection. At a minimum, the thickened edge or grade beam should be reinforced by two No. 5 rebar, one near the top and one near the bottom. 4. To reduce shrinkage cracks in PCC, the PCC aggregates should be of appropriate size and proportion, the water/cement ratio should be low, the PCC should be properly placed and finished, contraction joints should be installed, and the PCC should be properly cured. PCC materials, placement, and curing specifications should be at the direction of the architect/engineer. Page 339 of 596 Laguna Lake Dog Park Improvements August 4, 2023 San Luis Obispo, California 306228-001 12 2308-014.SER HMA Pavement Design Criteria The following HMA pavement sections are based upon an assumed R-value of 5, based on clayey soil conditions and our experience with similar sites in the area, and assumed Traffic Indices (TIs) of 4.0 through 7.0. 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 2020). The calculated HMA and Class 2 aggregate base (AB) thicknesses are for compacted material. Normal Caltrans construction tolerances should apply. TABLE 3: HMA Pavement Sections Traffic Index HMA (in) Class 2 AB* (in) 4.0 2.25 8.0 4.5 2.50 10.0 5.0 2.75 11.0 5.5 3.00 13.0 6.0 3.25 14.0 6.5 3.75 15.5 7.0 4.00 16.5 *Per Caltrans (2023) Section 26 1. Pavement should be set back a minimum of 2 feet from any descending slope, and a minimum of 5 feet from any descending slope that is steeper than 20 percent. Alternately, deepened curbs may be used to constrain the HMA and aggregate base. Where curbs are planned in lieu of the recommended set back, the individual situation should be reviewed, and specific recommendations prepared by the geotechnical engineer. 2. The upper 12 inches 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 should be firm and unyielding when proof rolled with heavy, rubber- tired grading equipment prior to continuing construction. Page 340 of 596 Laguna Lake Dog Park Improvements August 4, 2023 San Luis Obispo, California 306228-001 13 2308-014.SER 3. 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 or other improvements as it could infiltrate into the aggregate base and/or subgrade, causing premature pavement deterioration. 4. To reduce migration of surface drainage into the subgrade, maintenance of pavement areas is critical. Any cracks that develop in the pavement should be promptly sealed. 5. The local jurisdiction may have additional requirements for pavement that could take precedence over the above recommendations. Drainage and Maintenance 1. Unpaved ground surfaces should be graded during construction, and per Section 1804.4 of the 2022 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 slopes or other improvements. 3. Stabilization of surface soils, particularly those disturbed during construction, by vegetation or other means during and following construction, should be implemented to protect the site from erosion damage. Care should be taken to establish and maintain vegetation. 4. 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. Any landscaping and exterior hardscape should be installed to maintain the surface drainage recommended above. 5. To reduce the potential for disruption of drainage patterns and undermining of foundations and other improvements, rodent activity should be aggressively controlled. Page 341 of 596 Laguna Lake Dog Park Improvements August 4, 2023 San Luis Obispo, California 306228-001 14 2308-014.SER 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: • Professional observation during grading and backfill • Oversight of soil special inspection during grading and foundation construction 3. Special inspection of grading and backfill should be provided as per Section 1705.6 and Table 1705.6 (CBSC 2022). 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 (CBSC 2022) and should be specified by the architect/engineer and periodic special inspection of the following items should be provided by the special inspector. • Overexcavation to the recommended depth • Scarification, moisture conditioning, and compaction of the soil • Fill quality, placement, and compaction • Utility trench backfill • Foundation excavations 4. A program of quality control should be developed prior to beginning grading. The contractor or project manager should 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 locations 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. Page 342 of 596 Laguna Lake Dog Park Improvements August 4, 2023 San Luis Obispo, California 306228-001 15 2308-014.SER 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. 7.0 CLOSURE Our intent was to perform the geotechnical 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 (CBSC 2022) 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. Page 343 of 596 Laguna Lake Dog Park Improvements August 4, 2023 San Luis Obispo, California 306228-001 16 2308-014.SER 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 344 of 596 Laguna Lake Dog Park Improvements August 4, 2023 San Luis Obispo, California 306228-001 17 2308-014.SER TECHNICAL REFERENCES ACI (American Concrete Institute). 2014. "Building Code Requirements for Structural Concrete." Document 318-14. ASCE (American Society of Civil Engineers). 2017. Minimum Design Loads and Associated Criteria for Buildings and Other Structures, ASCE/SEI 7-16. ASTM International. 2023. Annual Book of Standards. CBSC (California Building Standards Commission). 2022. California Building Code (CBC). Caltrans (California Department of Transportation). 2020. Highway Design Manual. Caltrans (California Department of Transportation). 2023. Standard Specifications. ESP (Earth Systems Pacific). 2008. Soils Engineering Report, Laguna Lake Restrooms, 405 Madonna Road, San Luis Obispo California. Google. 2023. Google Earth Website. Retrieved from: www.google.com/earth/index.html SEAOC (Structural Engineers Association of California). 2023. Seismic Design Map Tool. Retrieved from: https://seismicmaps.org. SLOCO (San Luis Obispo, County of). 2023. Department of Planning and Building, Land Use View, Retrieved from: https://www.slocounty.ca.gov/Departments/Planning- Building/Information-Systems/Services/Land-Use-View Page 345 of 596 APPENDIX A Site Vicinity Map Exploration Location Map Boring Log Legend Previous Boring Log Page 346 of 596 4378 Old Santa Fe Road, San Luis Obispo, CA 93401 www.earthsystems.com (805) 544-3276 Fax (805) 544-1786 Date August 2023 Project No. 306228-001 Figure 1 SITE VICINITY MAP Laguna Lake Dog Park Improvements 504 Madonna Road San Luis Obispo, California NOT TO SCALEBASE MAP PROVIDED BY: GOOGLE EARTH (2023) SITE Page 347 of 596 NOT TO SCALE 4378 Old Santa Fe Road, San Luis Obispo, CA 93401 www.earthsystems.com (805) 544-3276 Fax (805) 544-1786 Date August 2023 Project No. 306228-001 Figure 2 EXPLORATION LOCATION MAP Laguna Lake Dog Park Improvements 504 Madonna Road San Luis Obispo, California BASE MAP PROVIDED BY: WALLACE GROUP (2023) LEGEND Boring Location, 2008 (Approx.)B1 B2 Page 348 of 596 dr a f t i n g / m a s t e r s / B o r i n g L o g L e g e n d 0 6 2 7 1 9 . d w g UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2487) OBSERVED MOISTURE CONDITION DRY SLIGHTLY MOIST MOIST VERY MOIST WET (SATURATED) TYPICAL BEDROCK HARDNESS TYPICAL BEDROCK WEATHERING GRAIN SIZES CONSISTENCY Page 349 of 596 Page 350 of 596 APPENDIX B Previous Laboratory Test Results Page 351 of 596 Laguna Lake Restrooms SL‐15869‐SA BULK DENSITY TEST RESULTS ASTM D 2937‐04 (modified for ring liners) November 26, 2008 BORING DEPTH MOISTURE WET DRY NO.feet CONTENT, %DENSITY, pcf DENSITY, pcf 22.0 ‐ 2.5 24.1 118.9 95.7 25.5 ‐ 6.0 29.3 117.2 90.7 2 11.0 ‐ 11.5 38.0 110.6 80.1 EXPANSION INDEX TEST RESULTS ASTM D 4829‐07 BORING DEPTH EXPANSION NO.feet INDEX 22.0 ‐ 4.0 128 Page 352 of 596 Page 353 of 596 APPENDIX C Typical Detail A: Pipe Placed Parallel to Foundations Page 354 of 596 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 355 of 596 Page 356 of 596 Current photos of the Laguna Lake Park Dog Area Bench Cement Pads Bench Cement Pads Single entry gate Single entry gate Tree stumps Page 357 of 596 Page 358 of 596