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Home My WebLink About08-26-2024 TC Agenda Packet Tree Committee AGENDA Monday, August 26, 2024, 5:30 p.m. Council Hearing Room, 990 Palm Street, San Luis Obispo The Tree Committee holds in-person meetings. Zoom participation will not be supported at this time. Attendees of City Council or Advisory Body meetings are eligible to receive one hour of complimentary parking; restrictions apply, visit Parking for Public Meetings for more details. INSTRUCTIONS FOR PUBLIC COMMENT: Public Comment prior to the meeting (must be received 3 hours in advance of the meeting): Mail - Delivered by the U.S. Postal Service. Address letters to the City Clerk's Office at 990 Palm Street, San Luis Obispo, California, 93401. Email - Submit Public Comments via email to advisorybodies@slocity.org. In the body of your email, please include the date of the meeting and the item number (if applicable). Emails will not be read aloud during the meeting. Voicemail - Call (805) 781-7164 and leave a voicemail. Please state and spell your name, the agenda item number you are calling about, and leave your comment. Verbal comments must be limited to 3 minutes. Voicemails will not be played during the meeting. *All correspondence will be archived and distributed to members, however, submissions received after the deadline ma not be processed until the following day. Public Comment during the meeting: Meetings are held in-person. To provide public comment during the meeting, you must be present at the meeting location. Electronic Visual Aid Presentation. To conform with the City's Network Access and Use Policy, Chapter 1.3.8 of the Council Policies & Procedures Manual, members of the public who desire to utilize electronic visual aids to supplement their oral presentation must provide display-ready material to the City Clerk by 12:00 p.m. on the day of the meeting. Contact the City Clerk's Office at cityclerk@slocity.org or (805) 781-7114. Pages 1.CALL TO ORDER Chair Elizabeth Lucas will call the Regular Meeting of the Tree Committee to order. 2.PUBLIC COMMENT FOR ITEMS NOT ON THE AGENDA The public is encouraged to submit comments on any subject within the jurisdiction of the Tree Committee that does not appear on this agenda. Although the Committee will not take action on items presented during the Public Comment Period, the Chair may direct staff to place an item on a future agenda for discussion. 3.CONSENT Matters appearing on the Consent Calendar are expected to be non- controversial and will be acted upon at one time. A member of the public may request the Tree Committee to pull an item for discussion. The public may comment on any and all items on the Consent Agenda within the three-minute time limit. 3.a CONSIDERATION OF MINUTES - JUNE 24, 2024 AND JULY 22, 2024 TREE COMMITTEE MINUTES 5 Recommendation: To approve the following Tree Committee Minutes: June 24, 2024• July 22, 2024• 4.TREE REMOVAL APPLICATION 4.a REVIEW A TREE REMOVAL APPLICATION TO REMOVE ONE SWEETGUM (LIQUIDAMBAR STYRACIFLUA) TREE LOCATED AT 470 PISMO STREET (TREE-0221-2024) 13 Recommendation: Review the proposed Tree Removal Application (TREE-0221-2024) to remove one (1) Sweetgum (Liquidambar styraciflua) tree for consistency with the Municipal Code Section 12.24.090(E) Criteria and Process for Non-Construction Related Tree Removal Application Determinations Related to Property Owner Convenience and provide a recommendation to the Community Development Director. 5.NEW BUSINESS 5.a REVIEW LAGUNA LAKE DOG PARK REVITALIZATION PROJECT REPLANTING PLAN (TREE-0344-2024) 23 Recommendation: Review the Laguna Lake Dog Park Revitalization Planting Plan and provide recommendations for species selections based on the information provided in the plans and characteristics specific to the site. 6.COMMENT AND DISCUSSION 6.a ARBORIST REPORT Receive a brief update from Urban Forest Program Coordinator / City Arborist Walter Gault. 7.ADJOURNMENT The next Regular Meeting of the Tree Committee meeting is scheduled for September 23, 2024 at 5:30 p.m. in the Council Hearing Room at City Hall, 990 Palm Street, San Luis Obispo. LISTENING ASSISTIVE DEVICES are available -- see the Clerk The City of San Luis Obispo wishes to make all of its public meetings accessible to the public. Upon request, this agenda will be made available in appropriate alternative formats to persons with disabilities. Any person with a disability who requires a modification or accommodation in order to participate in a meeting should direct such request to the City Clerk’s Office at (805) 781-7114 at least 48 hours before the meeting, if possible. Telecommunications Device for the Deaf (805) 781-7410. Agenda related writings or documents provided to the Tree Committee are available for public inspection on the City’s website: https://www.slocity.org/government/mayor-and-city-council/agendas-and- minutes. Meeting video recordings can be found on the City’s website: http://opengov.slocity.org/WebLink/Browse.aspx?id=61087&dbid=0&repo=CityCl erk 1 Tree Committee Minutes June 24, 2024, 5:30 p.m. Council Hearing Room, 990 Palm Street, San Luis Obispo Tree Committee Members Present: Member Alan Bate, Member Henry Bonifas, Member Daniel Canella, Member Brian Pineda, Member Emily Rosten, Vice Chair Ben Parker, Chair Elizabeth Lucas City Staff Present: Urban Forest Program Coordinator / City Arborist Walter Gault, Senior Planner Rachel Cohen, City Clerk Teresa Purrington _____________________________________________________________________ 1. CALL TO ORDER A Regular Meeting of the San Luis Obispo Tree Committee was called to order on June 24, 2024 at 5:33 p.m. in the Council Hearing Room at City Hall, 990 Palm Street, San Luis Obispo, by Chair Lucas with all members present. 2. PUBLIC COMMENT FOR ITEMS NOT ON THE AGENDA Public Comment: None --End of Public Comment-- 3. CONSENT 3.a CONSIDERATION OF MINUTES - MAY 20, 2024 TREE COMMITTEE MINUTES Motion By Vice Chair Parker Second By Member Rosten To approve the Tree Committee Minutes of May 20, 202 4. Ayes (7): Member Bate, Member Bonifas, Member Canella, Member Pineda, Member Rosten, Vice Chair Parker, and Chair Lucas CARRIED (7 to 0) Page 5 of 57 2 4. TREE REMOVAL APPEALS 4.a REVIEW A TREE REMOVAL APPEAL OF THE CITY ARBORIST’S DECISION TO DENY REMOVAL OF TWO (2) SHAMEL ASH (FRAXINUS UHDEI) TREES LOCATED AT 2125 STORY STREET, IN THE PARKWAY NEAR CORNER OF SANDERCOCK AND STORY City Arborist Walter Gault presented the staff report and responded to Committee inquiries. Appellant representative, Sam Oakley, provided an overview of the Tree Removal Appeal and responded to questions raised. Chair Lucas opened Public Comment Public Comment: None --End of Public Comment-- Chair Lucas closed Public Comment Motion By Member Canella Second By Member Rosten To approve the removal of two (2) Shamel Ash (Fraxinus uhdei) trees consistent with Section 12.24.090 (E)(1)(d) and (f) of the Municipal Code, with the following conditions:  A replanting plan shall be submitted prior to removal of the two trees.  Two (2) 24-inch box trees with a minimum height of 25 feet shall be planted in the same location. Recommend using structural soil and significant tree protection around the trees.  An additional four trees with a minimum height of 35 feet shall be planted at a location of the applicant's choosing on the school property. Ayes (7): Member Bate, Member Bonifas, Member Canella, Member Pineda, Member Rosten, Vice Chair Parker, and Chair Lucas CARRIED (7 to 0) Page 6 of 57 3 5. TREE REMOVAL APPLICATION 5.a REVIEW A TREE REMOVAL CONVENIENCE APPLICATION TO REMOVE ONE (1) LONDON PLANE TREE (PLANTANUS X ACERFOLIA) (HISPANICA) LOCATED AT 4275 POINSETTIA STREET Vice Chair Parker declared a conflict with this item and recused as he lives within the boundary, and serves as a Board Member, of the Sa nta Lucia Hills Homeowners Association. City Arborist Walter Gault presented the staff report and responded to Committee inquiries. Applicant, Luann Cheda, provided an overview of the Tree Removal Application and responded to questions raised. Chair Lucas opened Public Comment Public Comment: None --End of Public Comment-- Chair Lucas closed Public Comment Motion By Member Bate Second By Member Pineda To recommend the Community Development Director approve the Tree Removal Application to remove one (1) London Plane (Platanus X hispanica) tree. The Committee finds the removal consistent with Section 12.24.090 (G) (5) and (6), per the landscape plan submitted, with the added recommendation that drought tolerant native trees be planted. Ayes (4): Member Bate, Member Canella, Member Rosten, and Chair Lucas Noes (2): Member Bonifas, and Member Pineda Recused (1): Vice Chair Parker CARRIED (4 to 2) Page 7 of 57 4 6. COMMENT AND DISCUSSION 6.a ARBORIST REPORT Urban Forest Program Coordinator / City Arborist Walter Gault provided an update of upcoming projects and activities related to the City’s urban forest. 7. ADJOURNMENT The meeting was adjourned at 7:18 p.m. The next Regular Meeting of the Tree Committee is scheduled for July 22, 2024 at 5:30 p.m. in the Council Hearing Room at City Hall, 990 Palm Street, San Luis Obispo. APPROVED BY TREE COMMITTEE: XX/XX/2024 Page 8 of 57 1 Tree Committee Minutes July 22, 2024, 5:30 p.m. Council Hearing Room, 990 Palm Street, San Luis Obispo Tree Committee Members Present: Member Daniel Canella, Member Emily Rosten, Chair Elizabeth Lucas Tree Committee Members Absent: Member Alan Bate, Member Henry Bonifas, Member Brian Pineda, Vice Chair Ben Parker City Staff Present: Urban Forest Program Coordinator / City Arborist Walter Gault, Senior Planner Rachel Cohen, Deputy City Clerk Megan Wilbanks _____________________________________________________________________ 1. CALL TO ORDER A Regular Meeting of the San Luis Obispo Tree Committee was called to order on July 22, 2024 at 5:30 p.m. in the Council Hearing Room at City Hall, 990 Palm Street, San Luis Obispo, by Chair Lucas. 2. PUBLIC COMMENT FOR ITEMS NOT ON THE AGENDA Public Comment: None --End of Public Comment-- 3. CONSENT 3.a CONSIDERATION OF MINUTES - JUNE 24, 2024 TREE COMMITTEE MINUTES As a quorum was not present, consideration of the June 24, 2024 Tree Committee Draft Minutes was continued to the next Regular Meeting, August 26, 2024. Page 9 of 57 2 4. NEW BUSINESS 4.a REVIEW OF LAGUNA LAKE DOG PARK REVITALIZATION PROJECT REPLANTING PLAN (TREE-0344-2024) Urban Forest Program Coordinator / City Arborist Walter Gault provided a brief informational presentation. Chair Lucas opened Public Comment Public Comment: Hugh O'Malley --End of Public Comment-- Chair Lucas closed Public Comment As a quorum was not present, consideration of this item was continued to the next Regular Meeting, August 26, 2024. 5. COMMENT AND DISCUSSION 5.a ARBORIST REPORT Urban Forest Program Coordinator / City Arborist Walter Gault provided the following update of activities in the Tree Division:  Additional street trees will be planted in the parkway at the corner of Lawrence Drive and Broad Street.  Staff continues to try to meet with the property owner at 1250 Palm Street, where one palm tree was removed, to ensure four (4) replacement trees are planted on the site, as recommended by the Tree Committee at their September 25, 2023 meeting.  Staff continues to work with the tenant at 1065 Higuera Street, where four (4) palm trees were removed, to identify appropriate locations on the site to plant four (4) replacement trees, as recommended by the Tree Committee at their March 25, 2024 meeting.  Staff is actively working to ensure the administrative and noticing process is complete in order to recover fines levied on the property owner of 163 Serrano Heights Drive, as approved by the Tree Committee at their February 12, 2024 meeting. Page 10 of 57 3 6. ADJOURNMENT The meeting was adjourned at 5:46 p.m. The next Regular Meeting of the Tree Committee is scheduled for August 26, 2024 at 5:30 p.m. in the Council Hearing Room at City Hall, 990 Palm Street, San Luis Obispo. _________________________ APPROVED BY TREE COMMITTEE: XX/XX/2024 Page 11 of 57 Page 12 of 57 TREE COMMITTEE AGENDA REPORT SUBJECT: REVIEW A TREE REMOVAL APPLICATION TO REMOVE ONE SWEETGUM (LIQUIDAMBAR STYRACIFLUA) TREE LOCATED AT 470 PISMO STREET FILE NUMBER: TREE-0221-2024 PROJECT ADDRESS: 470 Pismo Street FROM: Walter Gault, Urban Forestry Program Coordinator / City Arborist Phone Number: (805) 781-7578 Email: wgault@slocity.org RECOMMENDATION Review the proposed Tree Removal Application (TREE-0221-2024) to remove one (1) Sweetgum (Liquidambar styraciflua) tree for consistency with the Municipal Code Section 12.24.090(E) Criteria and Process for Non -Construction Related Tree Removal Application Determinations Related to Property Owner Convenience and provide a recommendation to the Community Development Director. 1.0 APPLICATION DESCRIPTION RongShan Jin (Applicant) has requested the removal of one (1) Liquidambar styraciflua in the front yard at 470 Pismo Street per Municipal Code Section 12.24.090(E) related to property owner convenience. The applicant would like to remove the tree and replace it with 3 trees (2 Jacaranda mimisifolia and 1 Cercis occidentalis [Western Redbud]). Meeting Date: 8/26/2024 Item Number: 4a Time Estimate: 20 Minutes Figure 1: Location of the proposed tree removal at 470 Pismo Street. Figure 2: View of the Liquidambar styraciflua in the front yard. Page 13 of 57 Item 4a TREE-0221-2024 (470 Pismo St.) Tree Committee Report – August 26, 2024 2.0 COMMITTEE PURVIEW The Tree Committee’s role is to review the removal request in accordance with the process set forth in San Luis Obispo Municipal Code (SLOMC) Section 12.24 (Tree Municipal Code Section 12.24.090(E)(3). This code section utilizes the process set forth in subsection F(2), the relevant additional application requirements in subsection (D)(2) and the criteria set forth in subsection (G). 3.0 TREE REGULATIONS The City’s Tree Ordinance (Municipal Code Chapter 12.24) was adopted in 2010 and recently updated in 2019 with the purpose of establishing a comprehensive program for installing, maintaining, and preserving trees within the City. This ordinance establishes policies, regulations, and specifications necessary to govern installation, maintenance, removal, and preservation of trees to beautify the city; to purify the air; to provide shade and wind protection; to add environmental and economic value; and to preserve trees with historic or unusual value. Criteria for Convenience Tree Removal Applications. SLOMC §12.24.090 subsection (E)(3) requires review by the Tree Committee using the criteria set for in SLOMC §12.24.090(G). Staff has provided the applicable criteria below that applies to this application as well as a brief discussion . The Tree Committee should discuss whether the proposed tree removal is consistent with the code.  (G)(1). Size of Tree. The scale of the tree shall be considered, as well as the size of the tree’s canopy. Larger, more visually prominent trees may have a higher preservation priority than smaller, less visually prominent trees. The tree proposed for removal is large and visually prominent in the front yard of the site.  (G)(2). Location of Tree on Private Property. The location of the tree on private property shall be considered. Trees located in a private rear yard, which are not highly visible from the public right-of-way, may have a lower preservation priority than trees with a high visual impact to the neighborhood. The tree proposed for removal is located in the front yard and is highly visible from the public right of way.  (G)(3). Species of Tree. Native trees shall have a higher preservation priority than non-native trees. The tree proposed for removal is not native.  (G)(6). Compliance with Subsection J of This Section Regarding Compensatory Plantings. The approving authority may consider an application proposal to provide compensatory plantings in excess of required minimums in evaluating this criterion. The applicant is proposing to replant three trees in place of the one tree removal. Page 14 of 57 Item 4a TREE-0221-2024 (470 Pismo St.) Tree Committee Report – August 26, 2024 4.0 ACTIONS 4.1 Recommend findings of consistency with the Tree Regulations. An action recommending approval of the application based on consistency with the Tree Regulations (SLOMC Section 12.24). An approval of the application should include a compensatory replanting plan with size and species of tree. 4.2 Recommend findings of inconsistency with the Tree Regulations. An action recommending denial of the application should include findings that cite the basis for denial and should reference inconsistency with the General Plan, Tree Regulations, or other policy documents. 4.3 Continue the project to a hearing date certain, or uncertain. An action continuing the application should include direction to the applicant and staff on pertinent issues. 5.0 ATTACHMENTS A - Tree Removal Application for 470 Pismo (TREE-0221-2024) Page 15 of 57 Page 16 of 57 Page 17 of 57 Page 18 of 57 Page 19 of 57 Page 20 of 57 Page 21 of 57 Page 22 of 57 TREE COMMITTEE AGENDA REPORT SUBJECT: LAGUNA LAKE DOG PARK REVITALIZATION PROJECT FILE NUMBER: TREE-0344-2024 FROM: Walter Gault, City Arborist PROJECT ADDRESS: 504 Madonna Rd. Phone Number: (805) 781-7578 APPLICANT: City of San Luis Obispo Email: wgault@slocity.org RECOMMENDATION Review the Laguna Lake Dog Park Revitalization Planting Plan and provide recommendations for species selections based on the information provided in the plans and characteristics specific to the site. 1.0 COMMITTEE PURVIEW The Tree Committee’s role is to review the planting plan and the site at Laguna Lake Park and provide recommendations for species selections based on the information provided in the plans and characteristics specific to the site. 2.0 PROJECT DESCRIPTION City of San Luis Obispo Public Works Department (Applicant) has been approved to remove two trees as part of the Laguna Lake Dog Park Revitalization Project and replant a minimum of 6 trees. The applicant has developed a draft landscape plan that shows the planting of 38 new trees (see Attachment A, pages 25 and 26). Meeting Date: 8/26/2024 Item Number: 5a Time Estimate: 60 minutes Figure 1: Proposed location of the Laguna Lake Dog Park Page 23 of 57 Item 5a TREE-0344-2024 Tree Committee Report – 8/26/2024 2.1 Existing Conditions The Laguna Lake Open Space is one of the harsher microclimates in the city limits. While generally cooler, it is also windier and drier. The soil transitions from a rocky outcrop to Cropley clay in the flatter sections. The estimated frost-free period is 300 days, which is about 15 days less than more protected areas closer to the city’s center. The Cropley soil series consists of very deep, moderate to well-draining soils that formed in alluvium from mixed rock sources. Cropley soils are on alluvial fans, floodplains and in small basins. Throughout the open space, eucalyptus and pine species appear to be performing well. Eucalyptus are strong performers in dryer and harsher conditions. Oak tree species are performing moderately well, and Camphor and cypress tree species are either stunted or showing signs of stress. One Grevillea robusta (Silk Oak) tree, located south of the dog park towards the lake, is performing fairly well. 2.2 Planting Plan The project will be required to plant six (6) trees as a minimum compensatory replanting for the removal of two (2) trees as a part of the project. As currently proposed, the applicant has drafted a planting plan that includes a variety of trees, shrubs, groundcovers, and other plants. The proposed 38 trees that are included in this planting plan are predominantly native to California. As a part of the “shrub” planting schedule, nine (9) 15-gallon toyons are to be planted. 18 manzanitas are functioning as ground cover in addition to spreading rush and wild rye. Extent or existence of irrigation is still to be determined. Species for review. The tree planting plan includes 5 different species: (8) Alnus Rhombifolia (White Alder), (5) Cupressus macrocarpa (Monterey Cypress), (2) Platanus racemosa (California sycamore), (10) Quercus agrifolia (Coast live oak) and (13) Chitalpa tashkentensis. Species of highest focus are the alder, cypress and chitalpa. Staff is seeking Tree Committee direction on whether these are the right tree species for this location and based on the existing planting plan palette.  The alder is a riparian tree and has high water needs. While the water table is likely high due to the presence of Laguna Lake, it is uncertain that the tree will benefit from it due to the dog park’s distance from the lake.  Monterey cypress is relatively drought tolerant but only in cooler coastal conditions where they can benefit from the marine layer. In dryer inland areas, cypress perform better with more water. Existing cypress at Laguna Lake are not robust. Page 24 of 57 Item 5a TREE-0344-2024 Tree Committee Report – 8/26/2024  Chitalpa is supposed to be a tough drought tolerant tree, but it is also relatively small. There are concerns about its performance in the cooler and harsher environment at Laguna Lake. There is fair specimen that is currently flowering located in the Mission Plaza seating area in between the San Luis Creek bridge and Chorro Street. This location is wind-insulated, warmer and likely has more access to water than the site at Laguna Lake Park. Species substitutions to consider.  Eucalyptus at Laguna Lake are performing well. New species to consider: Angophora costata (Sydney Red Gum), Corymbia ficifolia (Red Flowering Gum), Eucalyptus cinerea (Argyle Apple), Eucalyptus spathulata (Swamp Mallet), Eucalyptus erythrocorys (Red-Cap Gum), Eucalyptus torquata (Coral Gum)  Due to the predominantly California native planting pallet, consider substituting or adding different oak species (oblongifolia, engelmannii, hypoleucoides, rugosa, tomentella)  Other California natives for consideration: Lyonothamnus floribundus (Catalina Ironwood)  Melaleuca quinquenervia (Paperbark/ Cajeput) is a low-water, drought tolerant tree from Australia and underutilized in the City.  Other species recommendations welcome. SelecTree is a useful resource when comparing species. 3.0 ACTIONS 3.1 Provide direction to staff supporting the existing planting plan. 3.2 Provide direction to staff on other tree species that should be considered as a part of the planting plan. 4.0 ATTACHMENTS A - Laguna Lake Dog Park Site Plan Page 25 of 57 Page 26 of 57 / // / / / / / / / // / / / / / / / // •• •• •• •• • • • • • • • • • ••• •• • • • • • • •• •• • • • • • • • • 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 IMPROVEMENTS 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. 2000526-01Scale: 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 27 of 57 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 28 of 57 100 101 102 103 104 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 29 of 57 / / / / / / / / / / / / / / / / ///// // / / / / // / // / / / / / / / 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 30 of 57 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 31 of 57 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // ////////////////// / / / / // / / / / / / / / / /////////////// /// /// /// /// /// /// //////////// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / ///////////////////// /// /// /// /// /// /////////////// //// // ///////// / / / ////// / / / / // ////////////////// ////// / / / / / / 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 32 of 57 •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• • • •• • • •• •• •• •• •• •• •• •• •• •• •• •••••••••• •• •••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••• •••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •••••••••••••••••••••••••• •• •••• •• •• •• •• •• •• •• •••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / // / / / / //// /// /// /// /// /// ///////// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / / / / / // //////////////////////// / / / / / / 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 33 of 57 •• •• •• •• •• •• •• •• •• •• •• • • •• •• • • • • •• •• • • •• •• •• •• •• • • •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••• •••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••• •••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •••••••••••••••••••••••••• •• •• • • •• •• •• •• •• •• •• •• •••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• 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 34 of 57 •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••• •• •••••••• •• •• •• •• •• •• •• •• •• •• •• • • •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••• •••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••• 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 35 of 57 •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •••• •• •••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •••• •• •••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• 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 36 of 57 •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••• •• •••• 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 37 of 57 •• •• •• •• •• •• • • •• •• •• •• •• •• • • •• •• •• •• •• • • •• •• •• •• •• • • • • •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• 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 38 of 57 •• •• •• •• •• •• •• •• •• •• •• • • • • • • •• •• •• • • •• •• •• • • •• • • •• •• •• •• •• •• •• •• •• •• •••••••••••• •• •••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••• •••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •••••••••••••••••••••••••• •• •••• •• •• •• •• •• •• •• •••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• 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 39 of 57 •• •• •• •• •• •• •• •• •• •• •• • • •• •• • • •• •• •• • • •• •• •• •• •• •• • • •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••• •• •••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••• •••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •••••••••••••••••••••••••• •• • • • • •• •• •• •• •• •• •• •• •••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• 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 777777777 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 FRR141141141141141 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 FRFRFRRFRFR 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 40 of 57 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 41 of 57 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 42 of 57 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 43 of 57 •• •• •••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••• •• •• •• • • •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • • • •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• / // / / / / / / ///////////////////// /// /// ////////////////// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / //////////////////////// /// /// /// ////////////////// //// // /// 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 44 of 57 •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• • • • • •• • • •• •• •• •• •• •• •• •• •• •• •••••••••••• •• •• •• •• •••••• •• •••••••••••••••••••••••••• •• •••• •• •••• ////////////////// / / / / // /// /// / / / ////// / / / / // ///////// /// ////// ////// / / / / / / 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 45 of 57 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 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 46 of 57 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 47 of 57 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 48 of 57 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 49 of 57 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 50 of 57 •• •••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• ••• •••••••• ••• • / // / / / / / / ///////////////////// /// /// ////////////////// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / //////////////////////// /// /// /// ////////////////// //// // /// 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 51 of 57 •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• • • •• • • •• •• •• •• •• •• •• •• •• •••••••••••• •• •• •••• •••• •• •• •••••••••••••••••••••••••• • • •••• •• •••• • ••• ////////////////// / / / / // ////// / / / ////// / / / / / / ///////// ///////// ////// / / / / / / 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 52 of 57 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 53 of 57 / / / // / / / / / / ///////////////////// /// /// ////////////////// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / //////////////////////// /// /// /// ////////////////// //// // /// •• •••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • • • •• •• •• •• •• •• •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •• •• •• •• •• •• •• •• •• •• •• •• / //// / 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 54 of 57 / / / ///////// ///////// ////// / / / / / / / / •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• • • •• • • •• •• •• •• •• •• •• •• •• •••••••••••• •• •• •• •• •••• •• •• •••••••••••••••••••••••••• • • •• •• • • • • • • •• •• •••• 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 55 of 57 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 56 of 57 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 57 of 57