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Home My WebLink AboutPublic Works FilesRelocate and up- date Bocce Courts Expanded Multi-Purpose Court Shade Structure and Expanded Playground Hydration Station and Bathrooms Blacktop Resurfacing Relocate and Update Bocce Courts Exercise Equipment and Shade Structure EMERSON PARK REVITALIZATION PROJECT Hydration Station Blacktop Resurfacing Updated Perimeter Fencing Bathroom, Shade Structure and Hydration Station Expanded Playground Shade Structure and Hydration Station Blacktop Resurfacing and expanded Multi-Purpose Court + Lighting EMERSON PARK REVITALIZATION PROJECT Educational Garden Shade Structure and Hydration Station Educational Garden EMERSON PARK REVITALIZATION PROJECT Expanded Playground Expanded Playground Blacktop Resurfacing Shade Structure and Exer- cise Equipment Shade Structure, Bathroom, Hydration Stations Shade Structure, Hydration Station Shade Structure EMERSON PARK REVITALIZATION PROJECT Expanded Multi-Purpose Court Relocate and update Bocce Courts Bathrooms, Hydration Station PACIFIC ST NIPOMO STEXERCISE EQUIPMENT (Exisiting) MULTI- PURPOSE COURT (1.5 COURTS) PARKS & REC OFFICE DOG PARK COMMUNITY GARDENS (Exisiting) Drought Tolerant Landscaping New Recreation Features or Support Amenities Hydration station BOCCE COURT Updated Recreation Features or Support AmenitiesBEACH STPISMO ST PICNIC TABLES (Exisiting)PARKING LOT SHADE SHADE EXPAND PLAYGROUND (2 DIVIDED PLAYGROUNDS) Compost stationSHADEFIELD (Exisiting) Safety lights RESTROOM 16’ 8” x 24’ 400 sq ft Lights for extended use Storm water barrel Educational garden • New Recreation Features: Dog Park, Educational Garden, Mosaic Public Art, Mural Public Art on restroom, Multi- purpose court and dog park lighting to allow for extended use, Shade Structures to allow for extended day time use • New Major Support Amenities: Restroom Building, Drought Tolerant Landscaping, Safety foot lighting, Storm water barrel, Compost station • Updated Recreation Features: Update and relocate Bocce Courts, Convert Basketball Court to Multi-purpose Court and expand by half court, Expand Playground • Updated Major Support Amenities: Perimeter fencing, update drinking fountain to hydration station • New and existing building space at the park makes up approximately 4% of the overall area. Digital Comment Card Slido.com Code: SLOParks 1 From:Honer-Hollstien, Lily Sent:Thursday, January 23, 2025 8:25 AM To:Glaudel, Kevin@Parks; Avakian, Greg Cc:Olmos, Maria@Parks Subject:RE: 12/5 Meeting Recap Attachments:Emerson Park - Prop 68 Scope Reduction Letter_CityofSanLuisObispo-signed.pdf; Emerson Park 50percent Cost Estimate 24-03-07.pdf; Emerson Park 50percent Cost Estimate 24-08-19 - REVISED.pdf; CitySLO_EmersonPark_SITE PLAN-11.24.pdf Hello Kevin, Attached is the Emerson Park Scope Reduction Letter along with two cost estimates and the final site plan. A 50% cost estimate was provided by SSA on March 7, 2024. The cost estimate included a few items outside the scope of our grant application. SSA then provided a revised cost estimate on August 19, 2024, that breaks out alternatives that could be constructed later or separately, along with a reduction to the overall project cost. The cost of the project is still much higher than was anticipated when completing the grant application process. We are happy to meet and discuss further if clarification is needed. Please let me know if this documentation is sufficient. Thank you and we look forward to hearing back from you! Lily Honer-Hollstien pronouns she/her/hers Business Analyst Parks & Recreation 1341 Nipomo, San Luis Obispo, CA 93401-3934 E lhoner@slocity.org T 805.781.7158 slocity.org Stay connected with the City by signing up for e-notifications From: Glaudel, Kevin@Parks <Kevin.Glaudel@parks.ca.gov> Sent: Thursday, December 5, 2024 10:27 AM To: Honer-Hollstien, Lily <lhoner@slocity.org>; Avakian, Greg <gavakian@slocity.org> Cc: Olmos, Maria@Parks <Maria.Olmos@parks.ca.gov> Subject: 12/5 Meeting Recap This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Good morning Lily and Greg! 2 As always it was a pleasure meeting with you this morning to discuss your active projects! For Emerson Neighborhood Park (SW-40-002) we discussed scope modifications to reduce cost of construction. A letter signed by the authorized rep is required to facilitate a scope modification, the requirements of this letter are below: Cover letter from the authorized representative explaining the following: a) Describing the proposed removal or modification to the Recreation Feature(s) or Major Support Amenity from the original Grant Scope. b) Explaining why the proposed removal or modification is needed. c) Describing how the proposed removal or modification affects the range of recreational opportunities between the original Grant Scope, and the proposed scope change. d) Describing how the proposed removal or modification impacts the projected number of users. e) Describing how the proposed removal or modification effects projected operating hours. f) Describing how the residents were notified of the proposed removal or modification and given the opportunity to provide feedback about the proposed reduction. Explain any controversy and describe what actions were taken to mitigate the controversy. g) Describing reasonable attempts to obtain funding from other local, State, Federal, or private sources to complete the original grant scope. (If the requested removal or modification is due to a rise in construction costs and a subsequent shortage of funds) We will then require a new grant scope cost estimate ( you may line out and modify the original from the application and have the authorized rep initial) and a final site plan. 18-40-002 (Mitchell Park Revitalization) Congrats on nearly completing your project! As stated in our meeting, a final inspection is not required for this project due to its small scope and non-competitive nature. To close this project once the project is complete, we require the following: 1. Photos of all scope items completed 2. Photos of ADA Accessible Paths of Travel 3. An aerial/overview of the whole site 4. Photo of the bond act sign in place 5. Project completion packet The project completion packet consists of our payment request workbook, audit checklist, project completion packet, and a DPR541 (Public Contracting Cert) for any contracted services. A link to all of these documents can be found in section 5 of the website here: https://www.parks.ca.gov/?page_id=29750 Finally, we did discuss future funding opportunities may be available through the newly passed Proposition 4, for the most up to date information on subsequent funding rounds available, please be sure you are subscribed to our email list here: https://signup.e2ma.net/signup/1884213/1892449/ 3 Thank you for your passion in completing your projects and enhancing recreational opportunities for the citizens of San Luis Obispo! I look forward to seeing Emerson Park through to completion and cannot wait to see the final product. If you have any questions, please as always feel free to reach out at any time. Best! Kevin Glaudel Administrative Project Officer Office of Grants and Local Services California Department of Parks and Recreation 916-902-8778 EMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO. DATE PURPOSEDRAWN BYCHECKEDSCALEDATEJOB03 . 08. 2024230001.00303 potrero street, suite 40-csanta cruz, ca 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCH50% CD - NOT FOR CONSTRUCTION COVER SHEET CHJBCOVER SHEETG-1.0EMERSON PARKPROJECT DESIGN TEAM:&ANDCMU CONCRETE MASONRY UNIT FG FINISH GRADE ELEVATION -SOFTSCAPENIC NOT IN CONTRACTSPECS SPECIFICATIONS@ATCSDG CEMENT STABILIZEDDECOMPOSED GRANITEFLFLOW LINENOM NOMINALSS SANITARY SEWERACASPHALTCTSK COUNTER SUNKFLG FLANGEDNTS NOT TO SCALESSMH SANITARY SEWERMANHOLEACC ACCESSIBLEDEPT DEPARTMENTFS FINISH SURFACE ELEVATION -HARDSCAPEOC ON CENTERSTA STATION POINTADJADJUSTABLEDFDRINKING FOUNTAINFTG FOOTINGOD OUTSIDE DIAMETERSWL STATIC WATER LEVELAFFABOVE FINISH FLOOR DG DECOMPOSED GRANITEGALV GALVANIZEDPA PLANT AREATBRTO BE REMOVEDALTALTERNATEDIA DIAMETERGB GRADE BREAKPC PLUMBING CONTRACTORTC TOP OF CURBAGAGGREGATEDIMDIMENSIONHDHOT DIPPEDPOB POINT OF BEGINNINGTFTG TOP OF FOOTINGAPPROX APPROXIMATEDS DOWN SPOUTHDR HEADERPOC POINT OF CONNECTIONTHKTHICKARCH ARCHITECTURALDWG DRAWINGHOR HORIZONTALPOT POINT OF TANGENCYTPTOP OF PAVINGBCBOTTOM OF CURBEAEACHHPHIGH POINTPNTPOINTTS TOP OF STEPBLDG BUILDING(E) EXISTINGINVINVERT ELEVATIONPTPRESSURE TREATEDTRANS TRANSFORMERBOC BACK OF CURBEC ELECTRICAL CONDUCTORIRRIG IRRIGATIONRRADIUSTWTOP OF WALLBOW BACK OF WALKEG EXISTING GRADEJBJUNCTION BOXRDWDREDWOODTYPTYPICALBWBASE OF WALLEJEXPANSION JOINTLALANDSCAPE ARCHITECTREBARREINFORCEMENT BARUNO UNLESS NOTEDOTHERWISECBCATCH BASINELEVELEVATIONLF LINEAR FEETREQ'D REQUIREDVERTVERTICALCIPCAST IN PLACEEPEDGE OF PAVINGMAX MAXIMUMRIMRIM ELEVATIONW/WITHCJCONTROL JOINTEQ EQUALMBMACHINE BOLTRO ROUGHWC WATER CLOSETCLCENTERLINEEXPEXPOSEDMC MECHANICAL CONTRACTORRPRADIUS POINTWPWEAKEND PLANE JOINTCLR CLEARFOB FACE OF BUILDINGMFG MANUFACTURERS/S STAINLESS STEELWWMWELDED WIRE MESHCOCLEAN OUTFOC FACE OF CURBMIN MINIMUMSCH SCHEDULECONC CONCRETEFDFLOOR DRAINMTL METALSIM SIMILARCONT CONTINUOUSFFEFINISH FLOOR ELEVATION(N)NEWSF SQUARE FOOTSITE SECTIONDATUM REFERENCEREVISION REFERENCENORTH ARROWN o r t h1SHEET MATCH/CONTINUATION LINELIMIT OF WORKPROPERTY AND BOUNDARY LINESCENTER LINESBREAKLINEAREA MAPPROJECT MAPGENERAL NOTESGENERAL ABBREVIATIONSAPPLICABLE CODESCITY OF SAN LUIS OBISPO1341 NIPOMO ST, SAN LUIS OBISPO, CA 93401CONTACT: ERICA LONGPHONE: 805-783-7758 LANDSCAPE ARCHITECTHIDDEN LINEPROPOSED CONTOUR LINEEXISTING CONTOUR LINE(104)LIMIT OF ADDITIVE ALTERNATE WORK104L-1.0L-2.0L-2.1L-2.2L-3.0L-4.0L-5.0L-6.0L-7.0 - L-7.3L-8.0 - L-8.1DEMOLITION PLANSITE PLANACCESSIBILITY PLANPLAYGROUND ENLARGEMENT PLANRESTROOM BUILDING PLANLAYOUT PLANIRRIGATION PLANPLANTING PLANCONSTRUCTION DETAILS & ELEVATIONSLANDSCAPE DETAILSSHEET INDEXSECTION G - GENERALSECTION C - CIVILCOVER COVER SHEET / SHEET INDEXC-1.0C-2.0C-3.0IMPERVIOUS AREA SCHEMATICGRADING AND DRAINAGE PLANUTILITY PLANSECTION S - STRUCTURALS-1.0S-2.0REBAR SCHEDULEKEY PLANSECTION E - ELECTRICALE-0.1E-0.2E-1.1E-2.1E-6.1E-6.2E-7.0SYMBOLS, SCHEDULE, NOTES & SHEETS INDEXCALIFORNIA ENERGY COMPLIANCE OUTDOOR TITLE-24SINGLE LINE DIAGRAM & DETAILSELECTRICAL SITE PLANELECTRICAL DETAILSELECTRICAL DETAILS & PANEL BOARD SCHEDULEPHOTOMETRIC ANALYSIS1101CIVIL & STRUCTURAL ENGINEERSECTION L - LANDSCAPESSA LANDSCAPE ARCHITECTS, INC.CONTACT: CHRISTIAN HARRIS303 POTRERO STREET, SUITE 40-CSANTA CRUZ, CA 95060(831) 459 - 0455MME CIVIL + STRUCTURAL ENGINEERINGCONTACT: RODNEY CAHILL224 WALNUT AVE #BSANTA CRUZ, CA 95060TEL. 831-426-3186LIGHTING ENGINEERAURUM CONSULTINGCONTACT: NAJIB ANWARY1798 TECHNOLOGY DRIVESAN JOSE, CA 95110TEL. 408-564-79252022 CALIFORNIA GREEN BUILDING STANDARDS CODE2022 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24, C.C.R.2022 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24, C.C.R.TITLE 19, C.C.R., PUBLIC SAFETY, OFFICE OF THE STATE FIRE MARSHAL REGULATIONS2022 NFPA 72 - NATIONAL FIRE ALARM CODE WITH CALIFORNIA AMENDMENTSPROJECT DESCRIPTIONTHIS PROJECT INCLUDES THE FOLLOWING:·TREE PROTECTION·EXISTING UTILITY PROTECTION·GRADING & EROSION CONTROL·SITE IMPROVEMENTS- PERIMETER FENCE, DOG PARK, PLAYGROUND, BOCCE COURTS, SPORTCOURTS, SHADE STRUCTURES, RESTROOM BUILDING·PLANTING AND IRRIGATION1. DESIGN INTENT: THESE DRAWINGS AND ACCOMPANYING TECHNICAL SPECIFICATIONS REPRESENT THE GENERAL DESIGN INTENT TO BE IMPLEMENTED ON THE SITE. THECONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE ARCHITECT FOR ANY ADDITIONAL CLARIFICATION OR DETAILS NECESSARY TO ACCOMMODATE SITE CONDITIONS.2. CONTRACTOR SHALL INFORM THEMSELVES OF, AND FULLY ADHERE TO THE ZONING AND ORDINANCE REGULATIONS OF THE CITY AND/OR COUNTY WHERE THE PROJECT IS LOCATED,THE RULES, REGULATIONS AND REQUIREMENTS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK, AND ALL FEDERAL AND STATE LAWS, CODES ORREGULATIONS REGARDING CONSTRUCTION ACTIVITY.3. CONTRACTOR SHALL INVESTIGATE AND PROCURE, AT THEIR EXPENSE, ANY AND ALL PERMITS THAT MAY BE REQUIRED ON PROJECT. PRIOR TO BIDDING, THE CONTRACTOR SHALLVISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING SITE CONDITIONS.4. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNERS REPRESENTATIVE IF DISCREPANCY IS SUSPECTED BETWEEN THE SITE AND WHAT IS CONTAINED IN THE CONTRACTDOCUMENTS. NO ALLOWANCES WILL BE MADE TO THE CONTRACTOR DUE TO THEIR LACK OF FAMILIARITY WITH THE SITE CONDITIONS. CONTRACTOR SHALL CALL OUT"USA"-UNDERGROUND SERVICE ALERT (800-642-2444) AND HAVE USA THOROUGHLY MARK OUT ALL PUBLIC UTILITIES ON, OR ADJACENT TO THE SITE PRIOR TO ANY DEMOLITION OREXCAVATION WORK. CONTRACTOR SHALL RECORD OR MAINTAIN USA MARKINGS IN LEGIBLE AND ACCESSIBLE FORM FOR DURATION OF PROJECT.5. CONTRACTOR SHALL AT ALL TIMES PROVIDE NOISE, DUST AND LITTER CONTROL ON THE PROJECT IN ACCORDANCE WITH GOVERNING AGENCIES OR DOCUMENTS LISTED ABOVE ANDPER THE DISCRETION OF THE OWNERS REPRESENTATIVE.6. CONTRACTOR SHALL INSURE PROPER POSITIVE DRAINAGE TO EXISTING DRAINAGE STRUCTURES AT ALL TIMES. IF OPERATION OF ANY EXISTING DRAINAGE STRUCTURE OR UTILITYIS INTERRUPTED BY THE CONTRACTORS WORK, CONTRACTOR MUST HAVE ACCEPTABLE ALTERNATE METHODS IN PLACE PRIOR TO INTERRUPTION. THE OWNERS REPRESENTATIVESHALL DETERMINE THE ACCEPTABILITY OF SUCH ALTERNATE METHODS.7. CONTRACTOR SHALL PROVIDE AND MAINTAIN EROSION CONTROL MEASURES IN CONFORMANCE WITH STANDARD CONSTRUCTION PRACTICES AS REQUIRED TO PROTECT THEPROJECT AND/OR ADJACENT PROPERTIES FROM DAMAGES DUE TO NATURAL OR MAN-MADE EROSIVE FORCES.8. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING DAMAGES OR DAMAGED AREAS TO AN AS-WAS OR BETTER CONDITION IF IT CAN BE REASONABLY CONSTRUED THATSUCH DAMAGES WERE DUE TO THE CONTRACTORS CONSTRUCTION ACTIVITY OR LACK OF AMPLE PROTECTIVE MEASURES. REPAIRS SHALL BE MADE SUBJECT TO THE DISCRETIONOF THE OWNERS REPRESENTATIVE.9. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL CERTIFY THAT ALL WORK HAS BEEN INSTALLED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ALL VARIATIONSFROM THE DOCUMENTS MUST BE PRESENTED TO THE OWNERS REPRESENTATIVE ACCURATELY AND/OR GRAPHICALLY ON RECORD DRAWINGS PRIOR TO FINAL ACCEPTANCE.REFER TO SPECIFICATIONS FOR ADDITIONAL CLOSE-OUT INFORMATION AND PROCEDURES.10. CONTRACTOR SHALL DILIGENTLY PROTECT THE PROJECT SITE AND ALL CONSTRUCTION MATERIALS FROM VANDALISM OR DAMAGE UNTIL PROJECT FINAL ACCEPTANCE.11. CONTRACTOR SHALL PROVIDE DRINKING WATER AND PORTABLE REST ROOM FACILITIES FOR WORKER USE DURING CONSTRUCTION AT CONTRACTORS EXPENSE.12. CONTRACTOR SHALL MAKE ALL ARRANGEMENTS AND PAY ALL FEES TO ACQUIRE A METERED HOOKUP TO A CITY WATER SOURCE FOR ANY CONSTRUCTION WATER. ALL COSTS FORSUCH WATER USE SHALL BE BORNE BY THE CONTRACTOR. ADDITIONALLY, CONTRACTOR SHALL PAY FOR IRRIGATION WATER USED DURING CONSTRUCTION AND MAINTENANCEPERIODS. IT IS THE CONTRACTORS RESPONSIBILITY TO INCLUDE ANTICIPATED COSTS IN THE BID PRICE.PROJECTLOCATIONNTSSITE MAPN o r t hMARSH ST.NIPOMO ST. HW Y 1 0 1 NTSSITE MAPN o r t hPROJECTLOCATIONHW Y 1 0 1 MARSH ST.BROAD ST.REFERENCE SYMBOLSSECTION B - BATHROOM BUILDINGB-5 - B-10B-11B-12P-13 - P-15G-2G-16 - G-17BATHROOM BUILDING FLOOR PLAN & ELEVATIONSSCHEMATIC SERVICE PLANSINGLE LINE DIAGRAMBATHROOM PLUMBINGACCESSIBLE DETAILSDOOR SIGN DETAILSGEOTECHNICAL SERVICESGEOSOLUTIONSCONTACT: BRIAN JAGGER220 HIGH STREETSAN LUIS OBISPO, CA 93401TEL. 805-543-8539ARBORISTHERITAGE TREECONTACT: RODNEY D. THURMAN1343 BISHOP STREETSAN LUIS OBISPO, CA 93401TEL. 805-234-8760SECTION R - REFERENCER-1.0 TOPOGRAPHIC SURVEY H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)GGGGGGGGGGGGGGGGGGGGGGGAPPROX 2" GASAPPROX TELEAPPROX TELEBM 92WWPISMO STREETPACIFIC STREETBEACH STREET EMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO. DATE PURPOSEDRAWN BYCHECKEDSCALEDATEJOB03 . 08. 2024230001.00303 potrero street, suite 40-csanta cruz, ca 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCHN o r t h040201050% CD - NOT FOR CONSTRUCTION DEMOLITION PLAN 1" = 20'-0"CHJB& DEMOLITION PLANEXISTING CONDITIONSL-1.0DEMOLITION NOTESSYMBOL DESCRIPTION#DEMOLITION TAGDEMOLITION LEGEND#PRESERVATION TAGCLEAR AND GRUB (E)LANDSCAPE AREA PER NOTE(+/- XXXX SF)DEMOLITION SCHEDULEDEMOLITIONCLEAR AND GRUB (E) LANDSCAPE AREADEMOLISH & REMOVE (E) TREE0102PRESERVATION & PROTECTION(E) UTILITIES, PROTECT IN PLACE0102030405(E) TREE TO BE REMOVED(E) TREE TO REMAIN(E) TREE, PROTECT IN PLACE(E) FITNESS COURT & PERIMETER HARDSCAPE,PROTECT IN PLACE01TYP.030406DEMOLISH & REMOVE (E) CONCRETE1. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO ANYEXCAVATION OR DEMOLITION.2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING ABOVE-GROUND UTILITIES ANDPROVIDE FOR THEIR TEMPORARY DISCONNECTION, PROTECTION, REMOVAL AND/OR STORAGEAS MAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THEOWNER TO DETERMINE WHETHER TEMPORARY SERVICES ARE NECESSARY.3. ALL SPOILS AND DEBRIS FROM THE DEMOLITION WORK SHALL BE HAULED OFF SITE BYCONTRACTOR AND BE DISPOSED OF IN A LAWFUL MANNER AS IT ACCUMULATES. EXCAVATED,CLEAN FILL MAY BE USED IN CONSTRUCTION IF APPROVED BY THE OWNERS REPRESENTATIVE.4. CONTRACTOR SHALL REVIEW ALL RELATED WORK REQUIRED ON ALL OTHER DRAWING SHEETSAND/OR SPECIFICATIONS PRIOR TO BIDDING.5. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE IN ANY WAY, ANY EXISTING ELEMENTS NOTDESIGNATED FOR REMOVAL. SUCH DAMAGE IS THE RESPONSIBILITY OF THE CONTRACTOR,AND SHALL BE REPAIRED OR REPLACED TO AN "AS-WAS" OR BETTER CONDITION BY THECONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.6. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD AND CHALKED, FLAGGED OR STRING-LINEDPRIOR TO ANY CONSTRUCTION. IF ANY DISCREPANCIES OCCUR, NOTIFY OWNERSREPRESENTATIVE IMMEDIATELY BEFORE PROCEEDING. THE DEPTHS OF ITEMS TO BEREMOVED, UNLESS NOTED, SHALL BE DETERMINED BY THE CONTRACTOR BY VISITING THE SITE.7. PROTECT TREES WITHIN THE PROJECT SITE WHICH ARE INDICATED TO BE LEFT IN PLACE ANDWHICH MIGHT BE DAMAGED DURING DEMOLITION, BY SIX FOOT HIGH FENCES. ERECT FENCESAT THE OUTER PERIMETER OF BRANCHES OF INDIVIDUAL TREES OR FOLLOW THE OUTERPERIMETER OF BRANCHES OF CLUMPS OF TREES. RESTORE TREES SCARRED OR DAMAGED BYCONTRACTOR EQUIPMENT OR OPERATIONS TO THEIR ORIGINAL CONDITION OR REPLACE ASDETERMINED BY OWNER'S REPRESENTATIVE. OWNER'S REPRESENTATIVE WILL APPROVERESTORATION PROCEDURES PRIOR TO INITIATION.8. UTILITIES AND RELATED EQUIPMENT: REMOVE ALL EXISTING UTILITIES AS INDICATED AND ASUNCOVERED BY WORK, AND TERMINATE IN A MANNER CONFORMING TO CODE, AND AT A TIMESATISFACTORY TO THE OWNER'S REPRESENTATIVE. REMOVE METERS AND RELATEDEQUIPMENT AND DELIVER TO A LOCATION AS INSTRUCTED BY THE OWNER'S REPRESENTATIVEWITHOUT ADDITIONAL COST TO THE OWNER. DISPOSE OF UTILITY LINES ENCOUNTERED THATARE NOT SHOWN ON THE DRAWINGS IN ACCORDANCE WITH INSTRUCTIONS OF OWNER'SREPRESENTATIVE.9. IRRIGATION VALVES, RELATED PIPING AND HEADS: REMOVE AS INDICATED ON DRAWINGS.SALVAGEABLE MATERIALS AS DETERMINED BY THE OWNER'S REPRESENTATIVE SHALL BEDELIVERED TO THE OWNER AT A LOCATION INDICATED BY THE OWNER'S REPRESENTATIVE.10. UNDERGROUND PIPING: REMOVE AS INDICATED AND BACK FILL TO COMPACTION DENSITYDESIGNATED BY THE GEOTECHNICAL REPORT. DEMOLISHED STUB-UPS SHALL BE TERMINATEDAT A MINIMUM TWO FEET BELOW NEW FINISHED GRADE UNLESS DESIGNATED OTHERWISE ONDRAWINGS. LINES WHICH CONNECT TO ACTIVE SYSTEMS SHALL BE CAPPED, PLUGGED ORBLIND FLANGED AS APPROPRIATE.11. AS APPLICABLE AND UNLESS OTHERWISE NOTED, "DEMOLISH & REMOVE" SHALL INCLUDE ALLFOOTINGS AND ATTACHED APPURTENANCES ABOVE OR BELOW GROUND.12. DO NOT STORE OR BURN MATERIAL ON-SITE.13. CHAIN LINK FENCE POSTS AT EXISTING STONE WALL SHALL BE SAWCUT FLUSH AND SLURRYFILL.14. CONTRACTOR MAY USE EXISTING CHAIN LINK FENCE AS CONSTRUCTION FENCE, IF APPLICABLETO PROJECT PHASING, UNTIL DEMOLITION AND REPLACEMENT PER PLANS IS REQUIRED.DEMOLISH & REMOVE (E)DECOMPOSED GRANITE PERNOTE (+/- XXXX SF)010403DEMOLISH & REMOVE EXISTINGCONCRETE PAVING PER NOTE.(+/- XXXX SF)02DEMOLISH & REMOVE EXISTINGASPHALT PAVING PER NOTE.(+/- XXXX SF)0506(E) BUILDING, PROTECT IN PLACE(E) STONE WALL, PROTECT IN PLACEDEMOLISH & REMOVE (E) CONCRETE CURB060507DEMOLISH & REMOVE (E) PLAYGROUNDSTRUCTURES AND PLAYGROUND SURFACING.0703TYP.07TYP.(E) STEPS, PROTECT IN PLACE0707TYP.DEMOLISH & REMOVE (E) ASPHALTDEMOLISH & REMOVE (E) DECOMPOSEDGRANITE08DEMOLISH & REMOVE (E) SITE FURNISHINGS09TYP. OF (1 EA)09DEMOLISH & REMOVE (E) PERIMETER CHAINLINK FENCE. AT WALL LOCATIONS, SAW CUT (E)POST, FLUSH WITH TOP OF WALL.SLURRY FILL POST VOID. PRESERVE (E) WALL.0210DEMOLISH & RELOCATE (E) IRRIGATION VAULT(E) BACK FLOW PREVENTION DEVICE,PROTECT IN PLACE080810(E) DRAINAGE, PROTECT IN PLACE090808TYP.060611DEMOLISH (E) SPORTS EQUIPMENT11111103061105TYP. ON BEACH STREETAND PACIFIC STREET(E) LIGHT FIXTURE, PROTECT IN PLACE01TYP.(E) FENCINGBEGINNING OR END OFSITE ELEMENTTYP.08TYP.08TYP.09(E) COMMUNITY GARDEN BED10TYP.1005TYP. H)E(O/H)E(O/H)GGGGGGGGGGGGGGGGGGGGGGWWXXXXXXXXXXXXXXXXXXXXXXRTRTRTRTX X X X X X X X X X X X X X X X X XXXXRTXXRT XXXXXX X X X X X X X X X X X X X X X XXXPISMO STREETPACIFIC STREETBEACH STREET XRTXXEMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO. DATE PURPOSEDRAWN BYCHECKEDSCALEDATEJOB03 . 08. 2024230001.00303 potrero street, suite 40-csanta cruz, ca 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCH50% CD - NOT FOR CONSTRUCTION SITE PLAN 1" = 20'-0"CHJBSITE PLANL-2.01. PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES, ALL TREE PROTECTION MEASURES SHALL BE IN PLACE.2. ANY AREAS DESIGNATED TO REMAIN SHALL BE PROTECTED IN PLACE. IF DAMAGE OCCURS, CONTRACTOR IS RESPONSIBLE FORREPAIR AND REPLACEMENT IN KIND.3. THE CONTRACTOR SHALL CONTINUALLY REFER TO ALL DRAWINGS, ADDENDA, REPORTS AND SPECIFICATIONS DURING THE LIFEOF THE PROJECT FOR CONSTRUCTION INFORMATION.4. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO THE EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM.5. CONTRACTOR IS SOLELY RESPONSIBLE TO ARRANGE FOR ALL SITE INSPECTIONS AND OBSERVATIONS DESCRIBED IN THECONTRACT DOCUMENTS. MINIMUM LEAD TIME FOR INSPECTION/OBSERVATION REQUESTS IS 48 HOURS.6. REFER TO GEOTECHNICAL INVESTIGATION REPORT FOR SUB-BASE AND COMPACTION REQUIREMENTS.7. THE ACCESSIBLE PATH OF TRAVEL SHOWN IS CONTINUOUSLY ACCESSIBLE; CHANGES IN ELEVATION DO NOT EXCEED 1/2" ANDWIDTH IS NOT LESS THAN 48". CROSS-SLOPES DO NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5%.SITE PLAN NOTES1. CONCRETE FINISHES AT THE GROUND PLANE SHALL BE FINISHED PERPENDICULAR TO THEPRIMARY PATH OF TRAVEL.2. SITE FURNISHINGS AND PLAY EQUIPMENT SHALL BE INSTALLED IN STRICT ADHERENCE TOMANUFACTURER'S RECOMMENDATIONS.3. CONCRETE FINISHES SHALL BE PER SPECIFICATIONS UNLESS OTHERWISE NOTED ON THEPLANS. CONTRACTOR SHALL PROVIDE 2 FT x 2 FT MOCK-UPS, UNLESS OTHERWISE NOTED, FORALL SPECIFIED CONCRETE FINISHES USING THE SAME MATERIALS THAT WILL BE USED IN THEACTUAL CONSTRUCTION FOR EACH TYPE SPECIFIED. SAMPLES SHALL BE PREPARED WELLENOUGH IN ADVANCE OF SCHEDULED CONCRETE POUR TO ALLOW FOR REVIEW AND POSSIBLERE-POURING OF UNACCEPTABLE SAMPLES. UNACCEPTABLE SAMPLES SHALL BE RE-PREPAREDUNTIL ACCEPTED BY THE CITY ENGINEER. ACCEPTED SAMPLES SHALL BE RETAINED ON SITEFOR MEANS OF COMPARISON TO ACTUAL POUR.MATERIALS AND FINISHES NOTESSEE PLAYGROUND ENLARGEMENTAND SURFACING PLANS SHEET L-2.2SYMBOLITEMDETAILMATERIALS & FINISH1.0HARDSCAPECONSTRUCT CONCRETE PAVINGINTEGRAL COLOR: SAN DIEGO BUFF,SANDBLAST FINISHCONCRETE JOINTINGTBDCONSTRUCT ASPHALTTBDCONSTRUCT 8" WIDE CONCRETEEDGE BANDTBDCONSTRUCT TILE DECORATIVEBAND - FLUSHX/L-X.XRACHEL RODI MOSAICS, OR EQUALCONSTRUCT 8" CONCRETE MOWBANDNO COLOR, BROOM FINISHCONSTRUCT DECOMPOSEDGRANITESTABILIZED GOLD FINESCONSTRUCT LOOSE FILLED SAFETYSURFACEFIBAR SYSTEM 300 ENGINEERED WOOD FIBERCONSTRUCT SAFETY SURFACE X/L-X.X TBDCONSTRUCT PATHWAY BARK ATDOG PARKX/L-X.X FIBAR ENGINEERED WOOD FIBERCONSTRUCT ROCK SWALEX/L-X.X TBD2.0STRUCTURESCONSTRUCT SEAT WALL - PIPRACHEL RODI MOSAICS, OR EQUALCONSTRUCT CURVED SEAT WALLWITH TILES - PIPINTEGRAL COLOR: DAVIS OUTBACK, FINISH:TOP-CAST 5CONSTRUCT BOCCE BALL COURTSTBDCONSTRUCT LEARNING GARDEN X/L-X.X TBDSHADE STRUCTURE AT DOG PARKPOLIGON - REK 16X24 MULTI-RIB, COLOR TBDSHADE STRUCTURE WITH GUTTERPOLIGON - REK 16X24 MULTI-RIB, ADD GUTTER,COLOR TBDFABRIC SHADE STRUCTURE ATWORKOUT STATIONA/L-7.2USA SHADE: 21'X41' OVERSIZE HIP ROOF.MODEL#451, COLOR: TBDCONSTRUCT BATHROOM BUILDINGL-3.0, B-5EXELOO - JUPITER DOUBLE1.11.21.31.41.51.61.71.81.91.101.112.12.22.32.42.52.62.72.8SITE SCHEDULE4.0SITE FURNISHINGSPROVIDE & INSTALL PICNIC TABLEX/L-X.XDUMOR 475-60TMR, 6' STEEL PICNIC TABLE,THERMALLY MODIFIED RED OAK, MOUNTINGSTYLE: SURFACEPROVIDE & INSTALL ADA PICNICTABLEX/L-X.XDUMOR 475-60-1TMR, 6' STEEL ADA PICNICTABLE, THERMALLY MODIFIED RED OAK,MOUNTING STYLE: SURFACEPROVIDE & INSTALL BENCHX/L-X.XDUMOR 472-60TMR-2AR 6' STEEL BENCH,THERMALLY MODIFIED RED OAK SEAT, COLOR:BRONZE, + CENTER ARMREST, MOUNTINGSTYLE: SURFACEPROVIDE & INSTALL BACKLESSBENCHX/L-X.XDUMOR 473-60TMR-2AR 6' STEEL BACKLESSBENCH, THERMALLY MODIFIED RED OAK SEAT,COLOR: BRONZE, + CENTER ARMREST,MOUNTING STYLE: SURFACEPROVIDE & INSTALL BIKE RACKDUMOR 292-00/S-1 COLOR: BLACK OR BRONZE,MOUNTING STYLE: IMBEDPROVIDE & INSTALL DRINKINGFOUNTAINX/L-X.XMOST DEPENDABLE FOUNTAINS. MODEL10145SM WITH PET FOUNTAIN, COLOR: GREEN,MOUNTING STYLE: SURFACEPROVIDE & INSTALL TRASH/RECYCLING RECEPTACLESX/L-X.XLANDSCAPE FORMS 'LAKEFRONT' - GRASS,SIDE OPENINGPROVIDE AND INSTALL STANDARDBASKETBALL POST/ NET/BACKBOARDX/L-X.XPOST TO BE SINGLE CURVED STEEL PIPE,MODEL #12C66PC, 6-5/8" O.D. POWDER COATEDBLACK, WITH HEAVY DUTY FIBERGLASSRECTANGLE BACKBOARD, MODEL LA-20 ANDGOAL RING MODEL TITAN 775 W/ NYLON NETBY L.A. STEELCRAFT OR APPROVED EQUAL,MOUNTING STYLE: IMBEDDOG PARK TRAINING COURSE X/L-X.XMIRACLE PLAY GROUP DOG PARK: RAMPMODEL #MRDP08 (TYP. OF 2), TUNNEL MODEL#MRDP09 (TYP. OF 2), TRIPLE HOOP MODEL#MRDP11 (TYP. OF 2)6.0MISCELLANEOUSROOT BARRIERGRAPHIC IS DIAGRAMATIC, REFER TO DETAILFOR INSTALLATIONREDWOOD HEADERBOARDTBDCOURT STRIPINGX/L-X.X TBDFITNESS STRIPINGX/L-X.X TBDRAINWATER SPIGOTX/L-X.X TBDRAIN WATER TANKE/L-7.1BUSHMAN 200 GALLON - 36" D X 56" H, COLOR:DARK GREENRECYCLED WATER SIGN "DO NOTDRINK"X/L-X.X TBDCONSTRUCT NATURAL TURF AREASEE PLANTING PLAN4.14.24.34.44.54.64.74.84.96.16.26.36.46.56.66.76.81.2TYP.1.1TYP.1.3TYP.4.7TYP. OF (7 EA) TRASHTYP. OF (7 EA) RECYCLING4.1TYP. OF (8 EA)LIMIT OF WORKSITE REFERENCE0.0DETAIL REFERENCESHEET REFERENCEX/L-0.0BEGINNING OR END OF SITE ELEMENT3.0FENCINGCONSTRUCT PERIMETER FENCEAND GATESX/L-X.XIDEAL FENCE, 'CAROLINA', 5' HT. COLOR: TBDCONSTRUCT DOG PARK FENCE ANDGATESX/L-X.XOMEGA ELITE 4' HIGH. 2"X2" FENCE POSTS.3"X3" GATE POSTS. COLOR: TBDCONSTRUCT DECORATIVE DOGPARK DIVIDERX/L-X.XOMEGA UNIK: HORIZONTAL 44"X92" PANEL.REF#46 PAWPRINTS. 2"X2" POSTS.COLOR: TBD3.13.23.32.81.5TYP.3.1BEGIN3.1GATE, TYP.6.74.5TYP. OF (7 EA)1.7TYP.2.34.3TYP. OF (17 EA)4.2TYP. OF (3 EA)3.3TYP.2.54.4TYP. OF (5 EA)4.6TYP. OF (4 EA)3.23.1END2.2TYP. OF (2 EA)1.6TYP.2.1TYP.1.106.46.62.74.8TYP. OF (3 EA)6.3TYP.XXP.A.1.8P.A.P.A.P.A.BIORETENTION3.1P.A.P.A.P.A.P.A.6.2TYP.3.2BEGIN3.2END1.4TYP.1.116.52.42.64.9TWO IDENTICAL SETSA/L-7.0B/L-7.0C/L-7.0D/L-7.0F/L-7.0G/L-7.0E/L-8.1A/L-7.1A/L-7.1B/L-7.1D/L-7.1F/L-8.1A/L-7.31.10N o r t h04020101.91.86.8POTENTIAL LOCATION FORROOFTOP SOLAR PANELSE/L-7.0A/L-7.3F/L-7.0 E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)GGGGGGGGGGGGGGGGGGGGGGGAPPROX 2" GASAPPROX TELEAPPROX TELEWWXXXXXXXXXXXXXXXXXXXXXXRTRTRTRTX X X X X X X X X X X X X X X X X XXXXRTXXRT XXXXXX X X X X X X X X X X X X X X X XXXPISMO STREETPACIFIC STREETBEACH STREET XRTXXEMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO. DATE PURPOSEDRAWN BYCHECKEDSCALEDATEJOB03 . 08. 2024230001.00303 potrero street, suite 40-csanta cruz, ca 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCH50% CD - NOT FOR CONSTRUCTION ACCESSIBILITY PLAN 1" = 20'-0"CHJBACESSIBILITY PLANL-2.1GRAPHIC LEGENDPROPOSED ACCESSIBLE PATH OF TRAVELACCESSIBILITY NOTESN o r t h04020101. AS INDICATED ON PLAN, A BARRIER-FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVELCHANGES EXCEEDING 12" IF BEVELED AT 1:12 MAX SLOPE OR VERTICAL LEVEL CHANGESEXCEEDING 14", AND AT LEAST 48" IN WIDTH. SURFACE IS STABLE, FIRM, AND SLIPRESISTANT AND CROSS-SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OFTRAVEL IS LESS THAN 5%. ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTANED FREE OFOVERHANGING OBSTRUCTIONS TO 80" MINIMUM AND FREE OF OVERHANGINGOBSTRUCTIONS TO 80" MINIMUM AND FREE OF PROTRUDING OBJECTS GREATER THAN 4"FROM A WALL ABOVE 27" AND BELOW 80" RTRTRTEMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO. 0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCH50% CD - NOT FOR CONSTRUCTION PLAYGROUND ENLARGEMENT 1" = 10'-0"CHJBENLARGEMENTPLAYGROUNDL-2.21. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, LAYOUT AND RECOMMENDATIONS PRIOR TO INSTALLATION.DIMENSIONS SHOWN ARE TO CENTERS OF FOOTINGS.2. CONTRACTOR IS RESPONSIBLE TO LAYOUT PLAY EQUIPMENT TO ENSURE FALL ZONES ARE ADEQUATE. CITY TO APPROVELAYOUT PRIOR TO INSTALLATION OF PERIMETER CURB.3. INSPECTION BY PLAYGROUND SAFETY INSPECTOR IS REQUIRED PRIOR TO CLOSEOUT. REFER TO SPECIFICATIONS FOR MOREINFORMATION.4. USE ZONE FINISH SURFACE OF PLAYGROUND COMPLIES WITH ASTM F1292-995. GROUND SURFACING COMPLIES WITH ASTM 1951-996. PLAYGROUND EQUIPMENT SHALL COMPLY WITH ASTM F1487-987. THIS PLAY AREA MEETS CBC SECTION 11B-1008NOTESSYMBOL5.0 PLAYGROUND ITEM FROM MIRACLE PLAYSYSTEMS OR EQUALADA SWING SEATSUSE ZONE5.15.25.35.45.55.9PLAYGROUND EQUIPMENT SCHEDULEPLAY AREA - AGE APPROPRIATE 2-5 YEARS5.65.75.8STRAP SWINGSBUCKET SWINGSLARGE LEAF SHADECATERPILLAR CLIMBERRUBBER MOUNDSACCESS NET 2-5YR OLD STRUCTUREN o r t h0201005ACCESS NET 5-12YR OLD STRUCTURETUNNEL5.105.115.125.135.175.145.155.16POST STEPPERS2-5 YR OLD SLIDECUSTOM BUTTERFLY SHADEMUSHROOM TABLE AND SEATSNET SPINNERHONEYCOMB SCULPTED CLIMBERFITNESS CHALLENGE: BONGO CLIMBER, HEX CLIMBER &VARIOUS MONKEY BARSNET TUNNEL BRIDGEBEE HIVE TOWER5.185.195.235.205.215.225-12 YR OLD SLIDEHAMMOCKADA TRANSFER STATIONSPIRAL CLIMBER5.245.255.265.27CLIMBING WALL WITH LEAF HANDHOLDSFLOATING SEATSHARMONY BELLSAGE SAFETY PANEL/ RISK MANAGEMENT SIGN5.15.25.35.55.65.75.95.105.115.125.135.145.155.165.45.185.195.205.215.225.17TYP. OF (2 EA)TYP. OF (3 EA)TYP. OF (2 EA)TYP. OF (2 EA)5.255.235.24UNDER NET PLATFORM5.26(AGE 2-5)5.26(AGE 5-12)5.27ELEVATED PLAY ACTIVITIES (TOTAL) 4ELEVATED PLAY ACTIVITIES BY TRANSFER: 4 REQ'D: 4ELEVATED PLAY ACTIVITIES ACCESSIBLE BY RAMP: 0 REQ'D: 0GROUND LEVEL ACTIVITY TYPE:4 REQ'D: 3GROUND LEVEL ACTIVITY QUANTITY:11 REQ'D: 3CAPACITY:50-55 CHILDRENCRITICAL FALL HEIGHT:6'PLAY AREA - AGE APPROPRIATE 5-12 YEARSELEVATED PLAY ACTIVITIES (TOTAL) 10ELEVATED PLAY ACTIVITIES BY TRANSFER: 5 REQ'D: 5ELEVATED PLAY ACTIVITIES ACCESSIBLE BY RAMP: 1 REQ'D: 0GROUND LEVEL ACTIVITY TYPE:5 REQ'D: 3GROUND LEVEL ACTIVITY QUANTITY:21 REQ'D: 3CAPACITY:50-55 CHILDRENCRITICAL FALL HEIGHT:9'AGE 2-5PLAY AREAAGE 5-12PLAY AREASAFETY SURFACE6,131 SFSURFACE DELINEATIONENGINEERED WOOD MULCH1,393 SFSAFETY SURFACESURFACE DELINEATIONENGINEERED WOOD MULCH 1,247 SF5.85.8TYP. OF (4 EA)SURFACINGSAFETY SURFACE TOTAL AREA6,131 SFENGINEERED WOOD MULCH TOTAL AREA 2,640 SF5.4 EMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCH50% CD - NOT FOR CONSTRUCTION RESTROOM BUILDING PLAN AS SHOWNCHJBBUILDING PLANRESTROOML-3.01. RESTROOM MANUFACTURER WILL PROVIDE FULL ARCHITECTURAL PLANS AND ENGINEERING CALCULATIONS, STAMPED BY STATE GOVERNING AGENCY SUITABLE FORGENERAL CONTRACTOR TO FILE FOR REQUIRED NO-FEE BUILDING PERMIT.2. RESTROOM MANUFACTURER WILL DELIVER RESTROOM TO SITE AND CRANE ONTO GRADE BEAMS3. RESTROOM MANUFACTURER WILL TEST FINAL OPERATION OF FACILITY AND REMOTE COMMUNICATION4. WORK TO BE COMPLETED AT EXELOO FACTORY:4.1. PRE-FABRICATED TOILET UNIT - CONCRETE SLAB, STEEL FRAME STRUCTURE, WALL CLADDING, INTERNAL WALLS, RESTROOM FITTINGS, ROOF & FLASHING (REMOVEDFOR TRANSPORT).4.2. PLUMBING & ELECTRICAL WORK.GENERAL CONTRACTOR AND RESTROOM COMPANY RESPONSIBILITIESRESTROOM MANUFACTURER:1. THE DIFFERENCE IN THE ELEVATION BETWEEN THE FINISH FLOOR OF RESTROOMS AND THE SIDEWALK OUTSIDE CAN NOT BE GREATER THAN 14" MAX.GENERAL PAD NOTES:1. GENERAL CONTRACTOR SHALL CONSTRUCT GRADE BEAMS AND BASE, EXTEND EXISTING UTILITIES AND PROVIDE FINAL CONNECTIONS (SANITARY SEWER, WATER ANDELECTRICAL).2. CONTRACTOR SHALL INSTALL PREFABRICATED FOAM CORE ROOF PANELS AND FLASHING PER MANUFACTURER'S INSTRUCTIONS3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL SPOILS AND SITE GENERAL RESTORATION AND CLEAN-UP.GENERAL CONTRACTOR:EXELOO - JUPITER TWIN RENDERINGSSCALE: NTSEXELOO - JUPITER TWIN FLOOPLANSCALE: NTSBOARD & BATTEN SIDING TO MATCHEXISTING PARKS & RECREATION BUILDINGREFER TO SHEET B-5 - B-10 FORBATHROOM PLAN AND ELEVATIONS -1"25'-6"20'35'-3"37' 8' 7'-6" 8'3' TYP.8" BAND, TYP. 4'-7" 30'-2"38'-5" 3'-7" 10'48'10'-9"32'-6"12'14'8'22'-2"1'-6"67'-8"4'-8"4'-10"4'43'-3"10'20'-5"41'-9"6'8'8'9'109'-10"13' 12'-3"22'-1"24'12'22'-2"29'-5"60'-5"6'-2"13'-7" 10' 20'-5"30'CL 20'-7" 37'-10" 13'-6"10'36'-6"18'12'46'-6"151'-4"5'154'-10"29'-3"46'-4"14'-2"10'12'9'7'9'33'-10"25'-2" CLCL 12'33'-11"39'-4"15'24'10'67'10'CONFORMCONFORMCONFORMCONFORMCONFORMCONFORMCONFORM13'24'-4"CL29'-6"16'-9"12'-9"13'-10"25'-7"30' 5'10'EMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO. DATE PURPOSEDRAWN BYCHECKEDSCALEDATEJOB03 . 08. 2024230001.00303 potrero street, suite 40-csanta cruz, ca 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCHN o r t h040201050% CD - NOT FOR CONSTRUCTION LAYOUT PLAN 1" = 20'-0"CHJBLAYOUT PLANL-4.0CENTERLINEBASELINEPOINT OF BEGINNINGALIGNPOINT OF TANGENCYPOTCONFORM POINT1. THE CONTRACTOR SHALL CONTINUALLY REFER TO ALL DRAWINGS, ADDENDA, REPORTS AND SPECIFICATIONS DURING THE LIFE OF THE PROJECT FOR CONSTRUCTION INFORMATION.2. PER SPECIFICATIONS, ALL SITE ELEMENTS TO BE STAKED BY A LICENSED SURVEYOR PRIOR TO COMMENCEMENT OF CONSTRUCTION OPERATIONS.3. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD AND STAKED PRIOR TO ANY CONSTRUCTION. IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY SITE DISCREPANCIES OR VARIATIONS FROM THE PLANS AS DRAWN AND RE-DIRECTWORK TO AVOID DELAY.4. ALL DIMENSION LINES ARE EITHER PERPENDICULAR, TANGENT, OR PARALLEL TO THE ELEMENT FROM WHICH IT IS DIMENSIONED UNLESS NOTED OTHERWISE.5. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO THE EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM.6. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITY AND ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS ANDCONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE CITY IMMEDIATELY SHOULD DISCREPANCY ARISE AND RE-DIRECT WORKTO AVOID DELAY. PROCEEDING WITH WORK WITHOUT CLARIFICATION FROM ENGINEER IS DONE AT THE SOLE RISK OF THE CONTRACTOR WITH NO COMPENSATION ALLOWED FOR CHANGES NOT DIRECTED BY THE OWNER'S REPRESENTATIVE.7. AFTER ALL FORMS, REINFORCING, DOBIES AND JOINT MATERIALS ARE SECURED IN PLACE, CONTRACTOR SHALL OBTAIN REVIEW AND ACCEPTANCE BY THE CITY PRIOR TO POURING CONCRETE. CONTRACTOR SHALL GIVE A MINIMUM 2WORKING DAY NOTICE WHEN REQUESTING REVIEW. CONTRACTOR MAY BE BACK-CHARGED FOR COST OF REVIEW IF SITE IS FOUND NOT PREPARED AS SPECIFIED.8. CONTRACTOR SHALL REMOVE ALL BASE ROCK AND OVER POUR FROM PLANTING AREAS AFTER CONCRETE WORK IS COMPLETE AND BEFORE IRRIGATION AND PLANTING INSTALLATION BEGINS.9. CONTRACTOR IS RESPONSIBLE TO LAYOUT FITNESS EQUIPMENT TO ENSURE FALL ZONES ARE ADEQUATE PRIOR TO THE INSTALLATION OF PERIMETER WORK. ENGINEER TO APPROVE LAYOUT PRIOR TO INSTALLATION OF PERIMETER CURB.10. CONTRACTOR TO REFER TO MANUFACTURER'S DETAILS & INSTALLATION RECOMMENDATIONS FOR FOOTINGS PRIOR TO COMMENCING CONSTRUCTION.LAYOUT NOTESSYMBOLDESCRIPTIONLINEAR DIMENSIONRADIUS DIMENSIONR1"LAYOUT LEGENDX'-X" E(O/H)E(O/H)E(O/H)E(O/H)GGGGGGGGGGGGGGGGGGGGGGGAPPROX 2" GASAPPROX TELEAPPROX TELE196198200 202202WW199203203197199 201203XXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X XXXXXX XXXXXX X X X X X X X X X X X X X X X XXXPISMO STREETPACIFIC STREETBEACH STREET XXXEMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO. DATE PURPOSEDRAWN BYCHECKEDSCALEDATEJOB03 . 08. 2024230001.00303 potrero street, suite 40-csanta cruz, ca 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCHN o r t h040201050% CD - NOT FOR CONSTRUCTION IRRIGATION PLAN 1" = 20'-0"CHJBIRRIGATION PLANL-5.0IRRIGATION NOTES1. THIS SYSTEM IS DESIGNED TO OPERATE AT A MAXIMUM FLOW OF XX GALLONS PER MINUTE (G.P.M.) AND A MIN. OF XX P.S.I. STATIC AT THE POINT OF CONNECTION. THE CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO BEGINNING WORK AND CONTACT THE OWNER'SREPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE WHILE RE-DIRECTING APPLICABLE WORK TO AVOID DELAY.2. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL SUPPLY, TELEPHONE CONNECTION, GROUNDING, SLEEVING AND STUBOUT WORK REQUIRED FOR SYSTEM WITH THE GENERAL CONTRACTOR AND/OR OWNERS REPRESENTATIVE AS APPLICABLE. CONTRACTOR RESPONSIBLETO SUPPLY ALL SLEEVING NECESSARY TO ACCESS INDIVIDUAL PLANTER BEDS. NOT ALL REQUIRED SLEEVING MAY BE SHOWN ON PLAN.3. IRRIGATION SYSTEM DESIGN SHOWN MAY BE PARTIALLY DIAGRAMMATIC. WHERE EQUIPMENT IS SHOWN OUTSIDE PLANTING AREAS OR LIMIT OF WORK, INTENT IS FOR EQUIPMENT TO BE INSTALLED IN PLANTING AREAS. CONTRACTOR SHALL INDICATE PRECISE LOCATIONS OFALL WORK INSTALLED DIFFERENTLY THAN AS SHOWN IN THE CONTRACT DOCUMENTS ON THE RECORD DRAWINGS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.4. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO IRRIGATION SYSTEM IN FIELD AS NECESSARY. VALVES SHALL BE ADJUSTED TO PROVIDE SPECIFIED PRESSURE AT THE HEAD.5. THE CONTRACTOR SHALL PROGRAM CONTROLLER TO INSURE PROPER IRRIGATION BASED ON PLANT TYPE, EXPOSURE AND SEASON. CONTRACTOR SHALL NOT START PLANTING UNTIL IRRIGATION SYSTEM IS FULLY OPERATIONAL FROM THE CONTROLLER AUTOMATICALLY.CONTRACTOR SHALL HAND-WATER AS MAY BE NECESSARY DURING PERIODS OF CONTROLLER SHUT-DOWN. THE INTENT OF THIS IRRIGATION SYSTEM IS TO PROVIDE THE MINIMUM AMOUNT OF WATER REQUIRED TO SUSTAIN GOOD PLANT HEALTH. IT IS THE RESPONSIBILITY OFTHE MAINTENANCE CONTRACTOR AND/OR THE OWNER TO MAKE ADJUSTMENTS TO THE CONTROLLER PROGRAM FOR SEASONAL WEATHER CHANGES AND MICROCLIMATIC VARIATIONS.6. REFER TO LANDSCAPE DETAIL SHEETS FOR MORE INFO.7. ALL WORK IN THE PUBLIC STREETS ARE NOT INCLUDED UNDER THIS ON-SITE IMPROVEMENT PERMIT.1. FIELD VERIFY (E) STATIC PRESSURE IS ADEQUATE TO SUPPLY REQUIRED OPERATING PRESSUREFOR ALL DRIP EMITTERS IN EACH CIRCUIT. PRESSURE REGULATING BASKET FILTERS MAY BEREPLACED WITH NON-PRESSURE REGULATING FILTERS WHERE NECESSARY IN ORDER TOACHIEVE THE REQUIRED OPERATING PRESSURE.2. DRIPLINE TO BE BURIED TO A DEPTH OF 4" IN SOD AREAS. INSTALL DRIPLINE IN SHRUB AREAS SOTHAT TOP OF TUBING IS FLUSH WITH FINISH GRADE AND COVER WITH MULCH.3. INSTALL MANUAL FLUSH VALVES AT FAR SIDE OF EACH PLANTER ISLANDS PER LANDSCAPEDETAILS.DRIP NOTESHYDROZONE 01HYDROZONE 02HYDROZONE 03HYDROZONE 04HYDROZONE 04HYDROZONE 04HYDROZONE 04HYDROZONE 03HYDROZONE 03HYDROZONE 05 -BIOTREATMENTHYDROZONE 06 - TURFHYDROZONE 07 -NORTH TREESHYDROZONE 08 -SOUTH TREESSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIDETAILRAIN BIRD RWS-B-C 1402ROOT WATERING SYSTEM WITH 4.0IN. DIAMETER X 36.0IN.LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE, ANDCHECK VALVE.140SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIDETAILRAIN BIRD 5006-PL-PC-SAM-R 8.0TURF ROTOR, 6IN. POP-UP WITH PLASTIC RISER.ADJUSTABLE TO FULL CIRCLE. STANDARD ANGLE NOZZLE,IN-STEM PRESSURE REGULATOR, AND FLOW SHUT-OFFDEVICE. WITH SEAL-A-MATIC CHECK VALVE.145SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYDETAILRAIN BIRD XCZ-100-PRB-COMWIDE FLOW DRIP CONTROL KIT FOR COMMERCIALAPPLICATIONS. 1IN. BALL VALVE WITH 1IN. PESB VALVEAND 1IN. PRESSURE REGULATING 40PSI QUICK-CHECKBASKET FILTER. 0.3 GPM-20 GPM5AREA TO RECEIVE DRIP EMITTERSRAIN BIRD XBCV-PCSINGLE OUTLET, PRESSURE COMPENSATING DRIPEMITTERS. FLOW RATES OF 0.5 GPH=BLUE, 1.0GPH=BLACK, AND 2.0 GPH=RED. COMES WITH ASELF-PIERCING BARB INLET X BARB OUTLET. WITH CHECKVALVE.9,911 S.F.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYDETAILRAIN BIRD PESB-PRS-D1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL VALVES. LOWFLOW OPERATING CAPABILITY, GLOBE CONFIGURATION.WITH PRESSURE REGULATING MODULE, AND SCRUBBERTECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTYWATER IRRIGATION APPLICATIONS.6RAIN BIRD 44-LRC1IN. BRASS QUICK-COUPLING VALVE, WITHCORROSION-RESISTANT STAINLESS STEEL SPRING,LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECEBODY.3SHUT OFF VALVEKBI BTU-E PVC BLOCKED TRUE UNION BALL VALVE1/2" TO 2" SAME SIZE AS PIPE3GRISWOLD DWS 2"BRASS, IN-LINE, ON-OFF, SOLENOID CONTROL VALVE,NORMALLY OPEN.1EXISTING BACKFLOW PREVENTER 2"1CREATIVE SENSOR TECHNOLOGY FSI-T15-0011.5IN. PVC TEE TYPE FLOW SENSOR W/SOCKET ENDS,CUSTOM MOUNTING TEE AND ULTRA LIGHTWEIGHTIMPELLER ENHANCES LOW FLOW MEASUREMENT. FLOWRANGE 1.8 GPM - 108 GPM.1POINT OF CONNECTION 2"1IRRIGATION LATERAL LINE: PVC SCHEDULE 40-IRRIGATION MAINLINE: PVC SCHEDULE 40-PIPE SLEEVE: PVC CLASS 315 SDR 13.5-14028.0Valve NumberValve FlowValve SizeValve Callout###"IRRIGATION SCHEDULEA/L-8.0C/L-8.0D/L-8.0D/L-8.0E/L-8.0F/L-8.0G/L-8.0H/L-8.0I/L-8.0A/L-8.10102030405060708HYDROZONE 04HYDROZONE 05 -BIOTREATMENTHYDROZONE 05 - BIOTREATMENTHYDROZONE 05 -BIOTREATMENT H)E(O/H)E(O/H)E(O/H)GGGGGGGGGGGGGGGGGGGGGGGAPPROX 2" GASAPPROX TELEAPPROX TELEWWXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X XXXXXX XXXXXX X X X X X X X X X X X X X X X XXXPISMO STREETPACIFIC STREETBEACH STREET XXXJACCERCERCERLAGLAGLAGLAGLAGTRITRITRITRICEROLEOLEOLETRICEREMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO. DATE PURPOSEDRAWN BYCHECKEDSCALEDATEJOB03 . 08. 2024230001.00303 potrero street, suite 40-csanta cruz, ca 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCHN o r t h040201050% CD - NOT FOR CONSTRUCTION PLANTING PLAN 1" = 20'-0"CHJBPLANTING PLANL-6.0PLANTING NOTES1. A HORTICULTURAL SOIL ANALYST TEST SHALL BE CONDUCTED AT A MINIMUM OF 4LOCATIONS IN PLANTING AREAS IN ADDITION TO AN ANALYSIS OF ANY TOP SOILIMPORTED TO PROJECT PLANTING AREAS. CONTRACTOR TO FOLLOW AMENDMENTRECOMMENDATIONS FROM A QUALIFIED SOILS LABORATORY BASED ON TESTRESULTS. THOROUGHLY MIX SOIL ADDITIVIES INTO TOP 6" OF SOIL BY ROTOTILLINGAT LEAST ONCE IN EACH DIRECTION.2. SOIL AMENDMENT AND COMPOST TO BE ADDED TO PLANTING AREAS AT A RATE OF 4CUBIC YARDS PER 1,000 SF. INCORPORATED TO A DEPTH OF SIX INCHES INTO THESOIL.3. A MINIMUM (3") LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOILSURFACES OF PLANTING AREAS EXCEPT IN TURF AREAS. REFER TO PLANTINGNOTES ABOVE FOR MULCH SPECIFICATION.WELO NOTES1. PLANT COUNTS SHOWN ARE FOR BIDDING REFERENCE ONLY. CONTRACTOR SHALL SUPPLY ALL PLANTS REQUIRED TO FULFILL DESIGN INTENT AS SHOWN. ADDITIONALLY, IF A GROUNDCOVER SYMBOL OR PATTERN IS SHOWN STOPPING AT THE EDGE OF A TREE OR SHRUB CANOPY SYMBOL, THEINTENT IS THAT THE GROUNDCOVER CONTINUE UNDERNEATH THE CANOPY SYMBOL(S) TO PROVIDE AN EVENLY COVERED GROUND PLANE.2. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PLANT MATERIAL FROM THE TIME OF DELIVERY TO THE TIME OF PROJECT ACCEPTANCE. THE CITY SHALL NOT BE RESPONSIBLE FOR LOSSES DUE TO VANDALISM, THEFT, OR SEVERE WEATHER.3. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN IS NOT ALTERED SIGNIFICANTLY. CONTRACTOR SHALL SET OUT PLANT MATERIAL IN THEIRCONTAINERS AS SHOWN AND RECEIVE ACCEPTANCE FROM PROJECT MANAGER WITH RESPECT TO PLANT HEALTH, APPEARANCE, AND LOCATION PRIOR TO INSTALLATION. ANY DISEASED OR UNHEALTHY PLANTS SHALL BE REMOVED FROM PROJECT SITE IMMEDIATELY.4. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE APPROVAL FROM THE LANDSCAPE ARCHITECT WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE MINIMUM 3 WORKING DAYS NOTICE FOR OBSERVATION AND SHALL HAVEALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME. CONTRACTOR MAY BE BACKCHARGED FOR THE COST OF RE-INSPECTION IF MATERIAL IS NOT PREPARED AS SPECIFIED. CONTRACTOR SHALL REPLACE ANY MATERIAL DIRECTED BY ENGINEER. .5. ALL PLANTING AREAS SHALL BE MAINTAINED IN A WEED FREE CONDITION UNTIL PROJECT ACCEPTANCE.6. REFER TO SPECIFICATIONS FOR SOIL AMENDMENT INFORMATION.7. CONTRACTOR SHALL WORK WITH CITY STAFF TO PROVIDE AESTHETICALLY PLEASING TEMPORARY BARRIERS AND PROTECTIVE MEASURES FOR ALL NEW PLANTING AREAS TO PROTECT PLANT MATERIAL DURING ESTABLISHMENT PERIOD.9. ALL TREES AND SHRUBS ARE TO BE ALIGNED AND EQUALLY SPACED IN ALL DIRECTIONS,10. TREES SHALL BE PLANTED A MINIMUM OF 5' FROM UTILITIES AND HARDSCAPE, WITH THE EXCEPTION OF SANITARY SEWER. TREES MUST BE 10' FROM SANITARY SEWER. ANY TREE PLANTED WITHIN 5' OF HARDSCAPE SHALL BE PLANTED WITH A ROOT BARRIER PLACED ADJACENT TO THE EDGE OFHARDSCAPE.11. ALL LANDSCAPE AREAS TO BE TOP DRESSED WITH 3" THICK LAYER OF BARK MULCH. MULCH SHALL BE REDWOOD, FIR, CEDAR, OR A COMBINATION OF THESE. THE COMPOSITION OF THE MULCH SHALL BE A MIX OF SHREDDED BARK, WOOD AND SAWDUST, 0-4" EQUAL TO:'WONDER MULCH' BY VISION RECYCLING, FREMONT, CA (510) 385-0255, CONTACT: ANDREW TUCKMAN. GORILLA HAIR MULCH AND BARK CHIPS SHALL NOT BE USED OR ACCEPTED. CONTRACTOR TO PROVIDE SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PURCHASING.SYMBOLCODEBOTANICAL / COMMON NAMESIZEEXISTING TREE TO REMAINN/ACER CERCIS CANADENSIS 'FOREST PANSY' / FOREST PANSY EASTERN REDBUD 24" BOXJAC JACARANDA MIMOSIFOLIA / JACARANDA48"BOXLAG LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' / NATCHEZ CRAPE MYRTLE 24"BOXOLE OLEA EUROPAEA 'SWAN HILL' / SWAN HILL FRUITLESS OLIVE36"BOXTRI TRISTANIA CONFERTA / BRISBANE BOX24"BOXCALIFORNIA NATIVE PLANTSWUCOLSQUANTITY8,773 SFACHILLEA MILLEFOLIUM 'SALMON BEAUTY'/COMMON YARROW LALOE STRIATA / CORAL ALOELARCTOSTAPHYLOS X 'SUNSET' / MANZANITALBOUTELOUA GRACILIS 'BLONDE AMBITION' / BLUE GRAMALCALAMAGROSTIS FOLIOSA / REED GRASSMCARYOPTERIS X 'DARK KNIGHT' / BLUEBEARDLCHONDROPETALUM T. 'EL CAMPO' / DWARF CAPE RUSHLCORREA X 'WYNN'S WONDER' / VARIEGATED AUSTRALIAN FUCHSIA LEPILOBIUM CANUM 'SIERRA SALMON' / CALIFORNIA FUCHSIA LERIGERON GLAUCUS / SEASIDE DAISYLERIOGONUM FASCICULATUM 'WARRINER LYTLE' / CA BUCKWHEAT LERIOGONUM GRANDE RUBESCENS / RED BUCKWHEATLGREVILLEA LANIGERA 'COASTAL GEM' / CREEPING GREVILLEA LLOMANDRA X 'SILVER GRACE' / VAREIGATED MAT RUSHMMONARDELLA VILLOSA / COYOTE MINTVLMUHLENBERGIA RIGENS / DEER GRASSLRHAMNUS CALIFORNICA 'LEATHERLEAF' / COFFEEBERRYLSALVIA X 'DARA'S CHOICE' / DARA'S CHOICE SAGELTAGETES LEMMONII 'COMPACTA' / COPPER CANYON DAISYLVERBENA LILACINA 'DE LA MINA' / LILAC VERBENALSYMBOLBIOTREATMENT RAIN GARDENCAREX TUMULICOLA / FOOTHILL SEDGEMJUNCUS PATENS/CALIFORNIA GRAY RUSHLRIBES SANGUINEUM / RED FLOWERING CURRANTL1,619 SFPLANT SCHEDULETURFSOD, BLEND TO BE DETERMINEDH2,3160 SFJACCERLAGTRIOLE JOINTSPER PLANS#3 BAR, 18" O.C. BOTH WAYS CENTEREDIN SLAB (TYP.)4"3"CLR.TYP.ADJACENT TOSTRUCTURE, ETC.THICKENED EDGEADJACENT TO PLANTING3"CLR.NOTES:1. CONCRETE MIX PER SPECIFICATIONS, IF APPLICABLE.2. CONCRETE PAVING, SUBGRADE COMPACTION AND INSTALLATION PER GEOTECHNICAL REPORT, IF APPLICABLE.3. THICKENED EDGE TO OCCUR WHERE CONCRETE SLAB MEETS PLANTING AREAS TYP. REGULAR EDGE TO OCCUR WHERE SLAB MEETS OTHER PAVEMENTS TYP.4. CONCRETE JOINTING PER DETAIL AND AS SHOWN ON PLANS.ADJACENT WALL, STRUCTURE POST,OR BUILDINGFG3/8" TOOLEDRADIUS TYP.CONCRETE PERSPECIFICATIONSFSCLASS II BASE ROCKCOMPACTED TO 95% R.C.EXPANSION JOINTPER DETAIL6" 1/2"6"CONCRETE PAVEMENT SECTION1" = 1'-0"SCALE:6"B/L-7.0B/L-7.0AE5-35SCALE: N.T.S.NOTES:1. JOINT SPACING TO BE EQUAL TO WIDTH OF WALK, I.E. 6' WIDE WALK WITH 6' O.C., UNLESS OTHERWISE SHOWN ON SITE PLAN.2. CUT ALL REBAR OR MESH AT EXPANSION JOINTS TO ALLOW HORIZONTAL MOVEMENT. DO NOT CUT DOWELS.3. ALL EXPANSION JOINTS TO BE WITH DOWEL UNLESS NOTED OTHERWISE.4. SEALANT COLOR TO MATCH CONCRETE.CONCRETE JOINTINGFOAM OR FIBROUS EXPANSION JOINT MATERIAL12" #4 SMOOTH DOWELS AT 4' O.C. MAX. ALONG EXPANSION JOINTSTYP. GREASE AND WRAP ONE END OR USE OTHER APPROVEDBREAK-BOND METHOD.EXPANSION JOINT W/ DOWELEXPANSION JOINTEXPANSION JOINT SEALANT TO MATCH CONCRETE38" WIDE AND 38" TOOLED RADII TYP.PROPSED OR (E) ADJACENT CONCRETEFOAM OR FIBROUS EXPANSION JOINT MATERIALPROPOSED CONCRETEPER DETAILEXPANSION JOINT SEALANT TO MATCH CONCRETE38" WIDE AND 38" TOOLED RADII TYP.PROPOSED OR (E) ADJACENT CONCRETE3/8" RADIUS TOOLEDJOINT TO 1/4 DEPTH OFSLAB MIN.CONTROL JOINTPROPOSED CONCRETEPER DETAILPROPOSED CONCRETEPER DETAILA/L-7.0A/L-7.0A/L-7.0BDECOMPOSED GRANITE PAVING1" = 1'-0"SCALE:GRANITECRETE VARIESSEE SITE PLANCLREDWOOD HEADERCONDITIONCONCRETE BAND CONDITIONSTABILIZED DECOMPOSED GRANITE.INSTALL IN (2) LIFTS. INSTALL PERSPECIFICATIONSADJACENT GRADE, TYP.ADJACENT CONCRETEPAVEMENT PERKEEP 1/4" ABOVEEXISTING GRADE.CLASS II BASEROCK AT 95% R.C.NATIVE SOIL, TYP. SCARIFY,MOISTURE CONDITION ANDCOMPACT TOP 6" TO 90% R.C.4"4"REDWOOD HEADER BOARD,PER SITE SCHEDULE ANDE/L-7.0A/L-7.0DE5-021.NOTES:FINISH GRADE SIDE6"12" O.C.6"2'-0"2 X 6 PTDF HEADERBOARD ATDECOMPOSED GRANITE PAVING2 X 6 X 4 FOOT PTDF SCAB2 X 4 X 18 INCH PTDF STAKE2 X 6 PTDF HEADERBOARD AT DECOMPOSED GRANITE PAVINGFINISH GRADE SOIL VARIES - SEE SPECS.2 X 4 X 18 INCH MIN. PTDF STAKE AT 5' O.C. MIN.ATTACH USING 16d HOT DIPPED GALV. NAILSHEADERBOARD IS TO BE PRESSURE TREATED DOUGLASFIR (MIN. ACZA .4) HEM-FIR WILL BE REJECTED.TYPICAL SECTION VIEW AT HEADERBOARDTYPICAL PLAN VIEW AT HEADERBOARD SPLICE - N.T.S.CRUSHED BASALTSPLICE JOINTWOOD HEADER AT DECOMPOSED GRANITE PAVING1" = 1'-0"SCALE:E5-64E8" WIDE CONCRETE EDGE BAND8" WIDE CONCRETE EDGE BAND, TYP.NOTES:1. EXISTING BASE ROCK, IF SUITABLE, MAY BEREUSED UNDER NEW ASPHALT PAVEMENT.TYPICAL SECTION VIEWS AT HEADERBOARDTYPICAL PLAN VIEW AT HEADERBOARD SPLICE - N.T.S.ASPHALT SIDEJOINT6"3"ASPHALT PAVING1" = 1'-0"SCALE:ASPHALT PAVEMENT PER SPECIFICATIONSREFER TO GEOTECHNICAL REPORT FORSUBGRADE PREPARATION REQUIREMENTSCLASS II AGGREGATE BASEAT 95% R.C. PER SPECS.6" 1'(2) #4 REBAR HORIZ. CONTINUOUS TOPAND BOTTOM, TYP.8"3"C12" MIN.NOTES:1. REFER TO SITE PLAN FOR LOOSE-FILL MATERIAL.2. LOOSE-FILL MATERIAL SHALL CONFORM TO STANDARDS DEFINED IN ASTM F2075CONCRETE BANDPER DETAIL F/L-7.0LOOSE FILL SAFETY MATERIALMIRAFI 140N FILTER FABRIC3" MIN.NATIVE SOILLOOSE FILL SAFETY SURFACE1" = 1'-0"SCALE:1/2" MAX.1'- 6"GNATIVE SUBGRADE6'-2"10"CONCRETE PAVING PER DETAIL A/L-7.0GEOTEXTILE FABRIC - OVERLAP 6"CONCRETE RAMP WITH 45° MAX EDGECONDITION6"12" #4 SMOOTH DOWELS AT 4'O.CMAX. ALONG EXPANSION JOINTS TYP.GREASE AND WRAP ONE END OR USEOTHER APPROVED BREAK-BONDMETHODACCESS RAMPAS SHOWNSCALE:CONCRETE PAVING WITHTHICKENED EDGELOOSE FILL SAFETY SURFACINGPER DETAIL3" MIN. COVERAGE G/L-7.01'PLAN VIEWSCALE: N.T.S.7'-2"7'-0"45°45°6'-2"10" 8.33% MAX 1 0 % M A XSECTION VIEWSCALE: 1" = 1'-0"10%MAX7'-0"8"1'-2"HE5-16NOTES:1. PROVIDE JOINTS PER DETAIL2. PROVIDE SCORE JOINTS EQUALLY SPACED 8'O.C. MAXIMUM, OR AS SHOWN ON PLAN.3. PROVIDE EXPANSION JOINTS 20' O.C. MAXIMUM.4. JOINTS TO BE ALIGNED WITH ADJACENT JOINTSWHENEVER POSSIBLE.CONCRETE BAND1" = 1'-0"SCALE:B/L-7.06"8"#4 REBAR HORIZ. CONTINUOUSTYP. CENTER IN CURB, 3" CLR.TYP.CONCRETE PAVEMENTPLANTING AREACLASS II BASE ROCK @ 95% RC3"ADJACENT PAVEMENT PER DETAILREFER TO GEOTECHNICAL REPORTFOR ALL SUBGRADE PREPARATION &COMPACTION REQUIREMENTSEXPANSION JOINT PER DETAILA/L-7.0B/L-7.0FE5-97 EMERSON 1BASKETBALL COURT SURFACING1" = 1'-0"SCALE:NOVAPLAY SYSTEM @BASKETBALL COURTNOTE:1. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.3" THICK ASPHALT PAVEMENT,TYP. PREPARE SURFACE TOACCEPT NOVA COURT SYSTEMPER MANUFACTURER'SSPECIFICATIONS.ADJACENT ASPHALT PER DETAILREFER TO GEOTECHNICALREPORT FOR SUBGRADEPREPARATION ANDCOMPACTION REQUIREMENTSC/L-7.0E5-09CCONCRETE PER SPECIFICATIONS#3 HORIZ. REBAR @ 16" O.C. MAX.#3 BAR CONTINUOUS AT 16" O.C VERT. SPACEDEVENLY, 3" CLEAR (TYP.)+/- 18" REFER TO GRADING PLAN 12" V-CHANNEL JOINT TORUN CONTINUOUSLY FROMBASE. OVER TOP ANDBACK DOWN OTHER SIDEPLAN VIEWN.T.S.R 1 / 2 "CONCRETE MOWBAND WHEREOCCURS PER DETAILSKATE DETERRENT POURED-IN-PLACEEVERY 36" O.C. PER SITE SCHEDULE L-2.01'-6"8"NOTES:1. REFER TO SITE SCHEDULE FOR WALL FINISH.2. CONTRACTOR SHALL NOT SACK FINISH WALL.1/2" MAX DIA. POCKETING IS ACCEPTABLE.3. PROVIDE 1/2" V-CHANNEL VERTICAL WALLJOINTS AT 8" O.C. MAX. EQUALLY SPACEDALONG WALL LENGTH. JOINT TO WRAP ALLEXPOSED FACES OF WALL.4. CUSTOM CUT BOARDS MAY BE REQUIRED FORFORMWORK.1'4"SCARIFY, MOISTURECONDITION ANDCOMPACT REFER TOGEOTECHNICAL REPORTCLASS II BASE ROCK TO95% R.C.12" MIN.12" MIN.LOOSE FILL SAFETY SURFACINGPER DETAILCONCRETE SEAT WALL1" = 1'-0"SCALE:F/L-7.0G/L-7.06"E5-98ABIKE RACK - CIRCULAR W/ SURFACE MOUNT AS SHOWNSCALE:SECTIONSCALE: 1" = 1'-0"THICKENEDCONCRETE PAD36"5"SURFACEMOUNTED BIKERACK, TYP.CONCRETEPAVING PERDETAIL10"10"10"1:2 SLOPE, TYP.NOTE:REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FORFURTHER RECOMMENDATIONS.6" CIRCULAR PLATEAND ANCHORS PERMANUFACTURER'SINSTRUCTIONS, TYP.PLAN VIEW - PLACEMENTSCALE: 1/2" = 1'-0"THICKENED CONCRETE PADSURFACE MOUNTEDBIKE RACK, TYP.CONCRETE PAVINGPER DETAIL24" MIN. TYP.7' MIN.2' 5'JOINT PER PLANAND DETAIL2'3' MIN.3' MIN. 5'A/L-7.0A/L-7.0B/L-7.0DRAINWATER CATCHMENT SCHEMATIC1/2" = 1'-0"SCALE:SHADE STRUCTUREGUTTERSTRUCTURE POSTFIRST FLUSH DEVICEDOWNSPOUTCONNECT DOWNSPOUT TOSTRAINER BASKET ASSEMBLY200 GALLON TANKOVERFLOW TOCONNECT TO SWALEFGE5-99E8"1" 2' 1' 6" 3" TYP. 1'8"8"2" COURT SURFACE -OYSTER SHELL BLEND1" SAND LEVELINGCOURSE4"PERF.PIPE INDRAIN ROCK,HOLES DOWNCONCRETE STEMWALL W/#4@18"VERT,(3) #4 HORIZ.1" CHAMF.6" MIN CLASS BASELAYER95%COMP.SUBGRADESLOPE TODRAIN 1% MIN2X8 KILN DRIED, VERTICALGRAIN CEDAR, COUNTERSINK BOLT EVERY 2' O.C.ADJACENTPAVINGNOTE:1. SURFACE TO BE GRADED FLATBOCCE BALL COURT SECTION1" = 1'-0"SCALE:E5-101B EMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCH50% CD - NOT FOR CONSTRUCTION CONSTRUCTION DETAILS & ELEVATIONS AS SHOWNCHJBDETAILS & ELEVATIONSCONSTRUCTIONL-7.2FABRIC SHADE STRUCTURE AT WORKOUT STATION: USA SHADE-21'X41' OVERSIZE HIP ROOF SCALE: NTSA1. THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THEY ARE A PICTORIALREPRESENTATION OF FABRIC AND STEEL ONLY. NONE OF THE REQUIREDATTACHMENT OR CONNECTION DETAILS HAVE BEEN DEPICTED.2. ALL DIMENSIONS AND HEIGHTS MUST BE FIELD VERIFIED PRIOR TO ANY FINALDESIGN, FABRICATION OR INSTALLATION WORK.NOTES EMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCH50% CD - NOT FOR CONSTRUCTION CONSTRUCTION DETAILS & ELEVATIONS AS SHOWNCHJBDETAILS & ELEVATIONSCONSTRUCTIONL-7.3SHADE STRUCTURE: POLIGON - REK 16'X34' MULTI-RIBSCALE: NTSANOT FOR CONSTRUCTION. USE FORPRELIMINARY PLANNING ANDESTIMATING ONLYGENERAL NOTES: MAX. TYP. 24" TYP. 18" 18" TYP.METALLIC WARNING TAPETYP.FINISH GRADE SOILCOMPACTED NATIVEMAIN SUPPLY ANDWIRES TYP.MAIN ONLYSHARED TRENCHNOTES:1. REFER TO PLANS FOR ADDITIONAL INFORMATION.2. TAPE AND BUNDLE 24 V. CONDUCTORS AT 10' INTERVALS. DONOT TAPE IN SLEEVES.3. "SNAKE" WIRE AND PIPING SIDE TO SIDE IN TRENCH TO ALLOWFOR EARTH EXPANSION/CONTRACTION.4. PIPING AND TRENCHING UNDER INCOMING PAVING SHALL BEBACKFILLED WITH CLEAN NATIVE SOIL AND SHALL BECOMPACTED TO 90% RC UNLESS NOTED OTHERWISE. ALLIRRIG. PIPING UNDER ANY PAVING SHALL HAVE A MINIMUM OF24 INCHES OF COVER. IN PLANTING AREAS, COMPACT TRENCHTO 85% RC UNLESS NOTED OTHERWISE.COMPACTED NATIVELATERAL TYP.LATERAL ONLYCOMPACTED NATIVE6" CLR.LATERAL TYP.PIPE TRENCHING N.T.S.SCALE:E5-21ARECTANGULAR JUMBO VALVE BOX SIZE ASNECESSARY. MINIMUM 15" X 20"PLAN VIEW12" TYP.12" TYP.12" TYP.12" TYP.EDGE OF LAWN, WALK, CURB, ETCNOTES:1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE OR GATE VALVE TO FACILITATE SERVICING VALVE.2. SET BOXES 1" ABOVE FINISH GRADE.3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF WALL.4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES.5. INSTALL EXTENSION BY VALVE BOX MANUFACTURER AS REQUIRED TO COMPLETELY ENCLOSE ASSEMBLY FOR EASY ACCESS.VALVE BOX LAYOUT N.T.S.SCALE:E5-24B3" 6" MIN. 12" MAX.VALVE BOX WITH BOLT-DOWN COVERUSE EXTENSIONS AS NECESSARY ANDSIZE TO FIT (MINIMUM 10" DIA.)SUPPLY LINE TYP.12" MIN. DEPTH 3/4" DRAIN ROCKSTANDARD BRICKS, TWO IF ROUND BOX - FOUR IFRECTANGLE.TRUE UNION VALVE: SEE IRRIGATION SCHEDULEFOR TYPE AND SIZE1/2", TYP.CONSTRUCT STAINLESS STEEL AVIARY WIREGOPHER BARRIER. LAP EDGES UP INTO VALVEBOX TO TOP OF DRAIN ROCK.SHUT-OFF VALVE N.T.S.SCALE:PVC SCH 80 ADAPTER (MPT X S)E5-32C12"24"24" MINIMUM.MASTER VALVE ASSPECIFIEDWATER PROOFCONNECTORSPVC MAIN LINE PERIRRIGATION PLAN1" X12 PVC SCH 80PIPING3/4" CRUSHED STONE,MIN. 6" THICK, EXTENDING6" BEYOND BOXFINISHED GRADEIN SHRUBSSPECIFIED RECTANGULAR JUMBO VALVEBOXES WITH EXTENSIONS AS NEEDEDPVC SCH 80 1" X 8" NIPPLE1/2" STAINLESS STEEL AVIARYWIRE WRAPPED UP SIDES OFEACH BOX 6"PVC ADAPTER ASREQUIRED1" X 24 PVC SCH80 TOE PIPINGFLOW METER AS SPECIFIED(2 WIRES TO CONTROLLER)TO BACKFLOWNOTE:1. PROVIDE DIRECT BURIAL 1 PAIR,TWISTED SHIELDED CABLE FROM FLOWSENSER TO CONTROLLER—MINIMUMCONDUCTOR SIZE 20 AWG.MASTER VALVE AND FLOW SENSOR ASSEMBLY N.T.S.SCALE:E5-25D4" MIN. 8" MAX QUICK COUPLING VALVE PER IRRIGATIONSCHEDULE1" x 316" x 30" ANGLE IRON W/ (2) STAINLESSSTEEL CLAMPSPVC SCH. 80 NIPPLE (LENGTH AS REQUIRED)PVC SCH. 80 90 DEGREE ELL (TXT) TYP.12" MIN. DEPTH 3/4" DRAIN ROCKSTD. BRICK EA. SIDE-2 TOTALCONSTRUCT STAINLESS STEEL AVIARY WIREGOPHER BARRIER. LAP EDGES DOWN INTOVALVE BOX AS INDICATEDPVC SCH. 80 8" NIPPLEPVC SCH. 40 TEE (SXSXS) MID-RUN OR 90DEGREE ELL (SXS) AT END OF RUNVALVE BOX W/ BOLT-DOWN COVERUSE EXTENSIONS AS NECESSARY AND SIZETO FIT (MINIMUM 10" DIA.)1 1/2"PVC SCH. 80 3" NIPPLESPVC SCH.80 NIPPLE. CUT IN HALF TOFACILITATE CONNECTION TO SCH 40TEE (LENGTH AS REQUIRED TYP.)QUICK COUPLING N.T.S.SCALE:EE5-273" 3" MIN3-M DBY CONNECTORS.24" COILED EXTRAWIRE TYP.PVC SCH. 80 UNIONIRRIGATION LATERALTO HEADSSUPPLY LINE TYP.VALVE-SEE IRRIGATION LEGENDPVC SCH.80 90 DEGREE ELL (TXT)HIGH DENSITY POLYETHYLENE JUMBOVALVE BOX W/ BOLT-DOWN COVERSIZE TO FIT (MINIMUM 15" X 20").PVC SCH.80 NIPPLE. CUT IN HALF TOFACILITATE CONNECTION TO SCH 40TEE (LENGTH AS REQUIRED TYP.)12" MIN. DEPTH 3/4" DRAIN ROCKSTD. BRICK EA. CORNER-4 TOTALPVC SCH. 40 TEE (SXSXS) OR ELL SXS)CONTROL AND COMMONWIRES1/2"TOP OF SOIL VARIESSEE SPECIFICATIONSSHRUBCONDITIONTURFCONDITIONNOTE:1. ALL CONTROL VALVES TO HAVE BALL VALVES INTHEIR ASSEMBLY.KBI BTU-E PVC BLOCKED TRUE UNION BALL VALVECONSTRUCT STAINLESS STEEL AVIARY WIREGOPHER BARRIER. LAP EDGES UP INTOVALVE BOX TO TOP OF DRAIN ROCK.REMOTE CONTROL VALVE N.T.S.SCALE:PVC SCH. 80 NIPPLEE5-26FDRIP ZONE REMOTE CONTROL VALVE KITSCALE: 1/2" = 1'-0"FINISH GRADEPVC LATERAL TO HEADSVALVE BOX WITH BOLT-DOWN COVERUSE EXTENSIONS AS NECESSARY ANDSIZE TO FIT (MINIMUM 12" X 17")PRESSURE REGULATORREMOTE CONTROL VALVESEE IRRIGATION SCHEDULESTD. BRICK EACH CORNER - 4 TOTAL3" MIN.4" MIN.12" MIN. DEPTH, 1-1/2" DRAIN ROCKPVC SCH. 80NIPPLE (LENGTHAS REQUIREDTYP.)CONTROL WIRECOMMON & CONTROLWIRES3-M DBY WIRECONNECTORS TYP.24" COILEDEXTRA WIRE TYP.FILTER - POSITION DOWN-WARD (AS DRAWN) OR TO THE SIDEPVC SCH. 80,90 DEGREEELL (TXT)PVC SCH. 40TEE (SXSXT)OR ELL (SXT)(E) SUPPLY LINECONSTRUCT GALVANIZED AVIARY WIREGOPHER BARRIER. LAP EDGES FROM VALVEBOX TO TOP OF DRAIN ROCKBALL VALVEGE5-59POP-UP SPRAY HEAD N.T.S.SCALE:3" TYP. TO HEAD CENTERSCH. 40 PVC TEE (SXSXT) AT MID-RUNOR ELL (SXT) AT END OF LINELATERAL LINE PIPING PERIRRIGATION PLANTRIPLE SWING JOINT CONSISTING OF: (3)12" MARLEX STREET ELLS AND (1) 12" LONGSCH. 80 PVC NIPPLEPOP-UP SPRAY HEAD PERIRRIGATION SCHEDULE, SHEET L-5.0NOTE:WRAP ALL MALE THREADS WITHTEFLON TAPEADJACENT FINISHED SURFACE1 1/2" TYP.SHRUBCONDITIONTURFCONDITIONCL1" TYP.HBUBBLER NOZZLE - SEE IRRIGATIONPLAN FOR LOCATIONSDEEP ROOT WATERING SYSTEM PERIRRIGATION SCHEDULE. INSTALL TWOPER TREELATERAL LINE6" MAX.1"34" WASHED DRAIN ROCKTREE ROOTBALLMULCH TOPDRESS PERPLANTING PLAN3" CIRCULAR WATERING BASINLOCKING GRATE COVERTREE BUBBLER NTSSCALE:I AS SHOWNCHJBLANDSCAPE DETAILSL-8.1TYPICAL DRIP TUBING LAYOUT1/2" = 1'-0"SCALE:NOTES:1. PLACE EMITTERS 3/4" BETWEEN THE TRUNKAND OUTER DRIPLINE.2. EVENLY SPACE EMITTERS AROUND PLANT.3. SEE IRRIGATION PLAN FOR FULL DRIP NOTES.4. PARTIALLY BURY DRIP TUBING AND COVERWITH MULCH LAYERTYPICAL 12" DRIP TUBINGTYPICAL COMPRESSION FITTING1 GALLONSHRUB (TYP.)5 GALLON SHRUBPVC LATERAL LINE1/2" POLYETHYLENE FLEXIBLE TUBINGSXSXT TEE OR ELLLATERAL LINE PVCPLANT ROOTBALLDRIP STAKE.FINISHED GRADE1/2" MHT X BARBINSERT1/2" MHT X BARB INSERT.RAIN BIRD XERI-BUG EMITTER1/2" POLYETHYLENE FLEXIBLETUBING. LENGTH AS REQUIREDPVC LATERAL PIPE12" MIN. BELOW GRADE 3" MULCH LAYER ABOVE GRADEFPT TEE, SET 2" ABOVE GRADEINSIDE WATER WELL.BARB ELL X MIPT1/2" DRIP TUBING STAKE (TYP.)XERI-BUG BARBED EMITTER (TYP.)AE5-61TREE PLANTING N.T.S.SCALE:BACKFILL MIX PER SPECS - APPLYWATER TO SETTLE AND TAMPDURING BACKFILL INSTALLATIONMULCH ENTIRE PLANTER. KEEP 2" AWAYFROM TRUNKFERTILIZER TABLETS PER SPECSNATIVE SOIL TO FORM PEDESTAL TOPREVENT SETTLING6" HIGH MIN. CIRCULAR WATER BASIN INPLANTING AREAS ONLY2" CLRTREE & PITTREE PER PLANTING PLAN PLANTROOTBALL 2" ABOVE GRADE, SLOPE TODRAIN AWAY FROM TRUNKSCARIFY SIDES OF PLANT PITTREE IRRIGATION PER IRRIGATIONPLAN, REFER TO DETAIL3X BALL DIA. MIN.SECTIONFERTILIZER CHART15 GALLON - 10 TABLETS24" BOX - 16 TABLETS36" BOX - 20 TABLETSTREETIESTAKEBLACK V.I.T CINCH TREE TIES, 2 PERTREE - ATTACH TO STAKE WITH TWONAILS. TIES TO BE LOOSE TO ALLOWMORE TREE MOVEMENTSTAKING PLAN(2) 3" DIA. UNTREATED LODGE POLE PINE STAKES(TYP.). INSTALL 2" OUTSIDE OF ROOTBALL10' DIRECTION OF PREVAILING WINDNOTES:1. DIG ALL PITSSQUARE & SCARIFYROOT BALL BEFOREPLACEMENT IN PIT2. FERTILIZER TABLETSSHALL BEDISTRIBUTED PERTHE FERTILIZERCHART3. AVOID PUTTINGSTAKES THROUGHROOTBALL4. FOR TREES IN TURFAREA, MAINTAIN 2'DIAMETER MULCHRING5. REFER TO DETAILFOR ROOT BARRIERI/L-8.0F/L-8.1E5-14B2 X DIA. OF CONTAINER6"PLANT ROOTBALL 1" HIGHER THANSURROUNDING GRADE TO ALLOWFOR SETTLING3" BARK MULCH, DO NOT BURYROOTBALL3" CIRCULAR WATERING BASINBACKFILL MIX PER SHEET L-5.0 ANDSPECS.SCARIFY ALL SIDES OF PLANT PITFERTILIZER TABLETS PER SPECSNOTE:SCARIFY ROOT BALL BEFOREPLACEMENT IN PIT.SHRUB PLANTING N.T.S.SCALE:CE5-23EDGE OF PLANTER/CURB/PAVINGSPACING DISTANCEEQUALHALF OF SPACING E Q U A L HALF OF SPACINGSHRUB, TYP.NOTES:1. LOCATE PLANTS AT EQUAL DISTANCEFROM EACH OTHER2. FOR SPACING DIMENSION SEEPLANTING SCHEDULE, SHEET L-5.0PLANTTYP.GROUNDCOVER AND SHRUB SPACING N.T.S.SCALE:DE5-184"6"ADJACENT PAVING, TYP.5/8" SOD LAYER 1" BELOW FINISHEDGRADE PER SPECS. REFER TOPLANTING PLAN FOR SPECIES.4" OF APPROVED TOPSOIL.ADD 6" OF SOIL AMENDMENTS.6"NATIVE SOIL OR SUBGRADE.TILL (OR "RIP") 6" OF SUBGRADEONCE IN EACH DIRECTION.CONCRETECONDITIONLANDSCAPECONDITIONMULCHED LANDSCAPE AREA.SOD PLACEMENT1" = 1'-0"SCALE:E5-20EINSTALL PANELS W/GROUND LOCKS & RIBSORIENTED TOWARDROOT BALL OF TREE10' CENTERED ON TREECONCRETECURBADJACENT PAVINGSOILASSEMBLE MULTIPLE PANELSBY SLIDING ONE PANEL INTOANOTHER, AS ILLUSTRATED.NOTES:1. CONTRACTOR SHALL INSTALL THE ROOT BARRIERS W/ THE NUMBER OFPANELS & IN THE MANNER SHOWN ON THE DRAWINGS. THE VERTICAL ROOTDEFLECTING RIBS SHALL BE FACING INWARDS TO THE ROOT BALL AND THEDOUBLE TOP EDGE SHALL BE 1/2" ABOVE GRADE. EACH OF THE REQUIREDNUMBER OF PANELS SHALL BE JOINED IN A LINEAR FASHION AND PLACEDALONG THE ADJACENT HARDSCAPE.2. FOR PLANTER APPLICATIONS, USE THE FOLLOWING FORMULA: CALCULATETHE PLANTER PERIMETER IN FEET, THEN SUBTRACT 2', THEN DIVIDE THERESULT BY 2. THIS IS THE NUMBER OF PANELS TO USE. EXAMPLE: 8'x8'PLANTER = 32' PERIMETER, LESS 2' = 30'. 30/2 = 15. USE 15 PANELS.3. TREE ROOT BARRIERS SHALL BE PRODUCT# UB24-2 AS MANUFACTURED BYDEEP ROOT PARTNERS, SAN FRANCISCO, CA., OR APPROVED EQUAL.4. DEEP ROOT TREE ROOT BARRIERS AVAILABLE FROM DEEP ROOT PARTNERS,SAN FRANCISCO, CA (800) 458-7668POSITION ROOT BARRIERW/ TOP OF PANEL 1/2" ABOVEFINISHED GRADEROOT BARRIER INSTALLATION INSTRUCTIONSFOR 24" DEEP ROOT TREE ROOT BARRIERS,PART# UB24-2, BY DEEP ROOT PARTNERS2'-0"x2'-0" ROOTBARRIER PANELPART# UB24-2LINEAR ROOT BARRIER INSTALLATION DIAGRAM(SEE NOTE #2 FOR PLANTER INSTALLATION INSTRUCTIONS)ROOT BARRIER N.T.S.SCALE:FE5-49NOTES:1. TREE PRESERVATION MEASURES MUST BE IN PLACE BEFOREDEMOLITION, GRADING, OR CONSTRUCTION ACTIVITIESCOMMENCE.2. TREES TO BE PRESERVED SHALL BE FENCED AT THE DRIP LINE.FENCING MAY OCCUR AT THE COMBINED DRIP LINES OF GROVESOF TREES.3. FENCING SHALL BE EITHER HOG WIRE OR SNOW FENCE WITHLODGE POLE PINE STAKES EMBEDDED IN THE GROUND.4. NO GRADING SHALL OCCUR W/I DRIPLINES / FENCED AREA OFEXISTING TREES.5. NO CONSTRUCTION MATERIALS OR CONSTRUCTION VEHICLESMAY BE STORED WITHIN THE DRIP LINES/FENCED AREA OFEXISTING TREES.6. REFER TO ARBORIST REPORT AND SPECIFICATIONS FORADDITIONAL TREE PROTECTION NOTES.4'2'PLAN VIEWTREE TRUNKTREE DRIP LINEFENCE2" DIA.X 6'-6" LODGEPOLE PINE STAKESTREE DRIP LINE OR EDGEOF PROPOSED PAVINGSNOW FENCE OR 2X4HOG WIRE2" DIA.X 6'-6" LODGEPOLE PINE STAKESN.T.S.6"TREE PRESERVATION1/4" = 1'-0"SCALE:G 1,130 35,900 40 6,350 16,670 1,090 TOTAL REPLACED IMPERVIOUS SURFACE AREA (B) = 20,980 FT2 TOTAL EXISTING IMPERVIOUS AREA (C) = 37,210 FT2 TOTAL IMPERVIOUS AREA OF COMPLETED PROJECT (D) = 24,110 FT2 NEW REPLACED EXISTING COMPLETED 5,000 < 11,500 < 15,000 ·SITE DESIGN ·WATER QUALITY TREATMENT ·NO RETENTION ·NO PEAK MANAGEMENT 140 470 340 110 1610 1090 I:\22162 SSA - Emerson Park\dwg\C 1.0 IMPERV AREA PLAN.dwg, 2/16/2024 9:04:28 AM, AutoCAD PDF (General Documentation).pc3 Suite B Santa Cruz, CA 95060Phone (831) 426-3186MME, INC. Engineer retains all right and title. No part may be reproduced in any fashion or medium without the express written permission of the Engineer.These drawings are Instruments of Service, issued for a one-time, single use by the Owner. The entire contents of these Drawings are Copyright c 2024 22162 1 1 1 2 2 3 3 2 1 1 2 2 I:\22162 SSA - Emerson Park\dwg\C 2.0 GRADING PLAN.dwg, 2/16/2024 9:04:40 AM, AutoCAD PDF (General Documentation).pc3 STRUCTURAL ENGINEERING224 Walnut Ave, Suite B Santa Cruz, CA 95060Phone (831) 426-3186MME, INC. Engineer retains all right and title. No part may be reproduced in any fashion or medium without the express written permission of the Engineer.These drawings are Instruments of Service, issued for a one-time, single use by the Owner. The entire contents of these Drawings are Copyright c 2024 22162 1 1 2 2 3 3 I:\22162 SSA - Emerson Park\dwg\C 3.0 UTILITY PLAN.dwg, 2/16/2024 9:04:50 AM, AutoCAD PDF (General Documentation).pc3 , 3" M I N TYPICAL 135° HOOK FOR STIRRUPS AND TIESCLEARANCE FROM OUTSIDEPLAN AT DOUBLE LAYERFACE, TYPPLACE HOOK AT SPECIFIEDD=6*DIASTD 90° HOOKDOUBLE CURTAIN REINFORCEMENTSTD 90° HOOKREBAR LAP SPLICE SCHEDULE AND TYPICAL REINFORCING DETAILSD=6*DIATYPICAL 180° HOOKTYPICAL 90° HOOK12 DIAD=6*DIA1SPECIFIED CONCRETE COVER OVER REINFORCING BARS USE CLEAR COVER SPECIFIED BELOWUNLESS NOTED OTHERWISE ON PLANS OR DETAILSUSE:CAST AGAINST & PERMANENTLY EXPOSED TO EARTHFORMED, EXPOSED TO EARTH OR WEATHERCLEAR COVER:3"2"NOT USEDNOT USEDSPIRALSSPIRAL PERSCHEDULESPIRAL REINFORCEMENT: THREE EXTRA TURNS SHALLBE PROVIDED AT EACH END OF THE SPIRAL UNIT.SPLICES SHALL BE 20" MINIMUM (#3) AND 25" MINIMUM (#4)IF NEEDED.VERT BARS3"CLR6" MIN HOOPS PERSCHEDULE3"CLRCIRCULAR TIES (HOOPS): ENDS OF HOOPS SHALLOVERLAP 6" MINIMUM AND TERMINATE WITH STANDARDHOOKS THAT ENGAGE A VERTICAL PIER BAR. TIEOVERLAPS SHALL BE STAGGERED.VERT BARSCIRCULAR TIESS1.0BRDHNOTES REBAR SCHEDULE CHECKED BY:DRAWN BY:SHEETDESCRIPTION 4 3 2 1 0 REV.BY DATEJOB NUMBER:50% SCHEMATIC DESIGN DRAWINGS MME 02/08/2024 PRELIMINARY NOT FOR CONSTRUCTIONPREPARED AT THE REQUEST OF EMERSON PARK AMENITY UPGRADES AND BEAUTIFICATION SSA LANDSCAPE ARCHITECTS 303 POTRERO STREET, SUITE 40-C SANTA CRUZ, CA 95060 CIVIL+STRUCTURAL ENGINEERING 224 Walnut Ave, Suite B Santa Cruz, CA 95060 Phone (831) 426-3186 MME, INC. Engineer retains all right and title. No part may be reproduced in any fashion or medium without the express written permission of the Engineer.These drawings are Instruments of Service, issued for a one-time, single use by the Owner. The entire contents of these Drawings are Copyright c 202422162STRUCTURAL NOTESSTRUCTURAL SPECIAL INSPECTIONSpecial inspection per Chapter 17 of the California Building Code will be performed by an independent testing laboratoryapproved by the local jurisdiction and paid by the owner for the following areas of work:1. Steel construction per AISC 360, Section N5, "Minimum Requirements for Inspection of Structural Steel Buildings"1.1.Verification of Materials, Equipment, Welders, etc.1.1.1. Verify weld filler material identification marking per AWS designation listed on the approved constructiondocuments and the WPS (Periodic Inspection).1.1.2. Verify weld filler material manufacturer's certificate of compliance (Periodic Inspection).1.1.3. Verify WPS, welder qualifications and equipment (Periodic Inspection).1.2.Shop and Field Welding:1.2.1. Inspect groove welds, multipass fillet welds, single pass fillet welds > 5/16”, plug and slot welds (ContinuousInspection).1.2.2. Inspect single-pass fillet weld <= 5/16” (Periodic Inspection)1.2.3. NDT complete joint penetration welds1.3. Structural Steel Coating for Soldier Piles1.3.1. Tests, Inspections and Qualifications per 2018 Caltrans Standard Specifications.2. Concrete construction per CBC Table 1705.32.1. Reinforcement steel placement2.2. Verify use of required mix design and samples of fresh concrete2.3. Concrete placement2.4. Inspect formwork3. Masonry Construction per TMS 402 and TMS 602, Level 2 Special Inspection3.1. Prior to construction , verification of compiance of submittals3.2. Prior to construction , verification of f'm and taking of prisims3.3. Verification of mortar and grout proportions3.4. Verify placement of units and mortar joint construction,3.5. Verify grout space3.6. Verify placement of grout3.7. Verify placement of reinforcing and anchor bolts4. See Special Inspection and Testing Agreement for a complete list of all tests and inspectionsApproval by the inspector does not mean approval of failure to comply with the plans or specifications. Any detail that failsto be clear or is ambiguous must be referred to the Engineer for interpretation or clarification prior to performing the work.SUBMITTALSShop drawings shall be submitted for Structural review in the following areas of work:1. Concrete mix designs, stamped by an engineer licensed in the State of California2. Concrete pumping/tremie system3. Reinforcing shop drawings4. Structural steel shop drawings5. For all substitutionsShop drawings for fabrication of components shall not utilize copies of the Engineer's drawings.All submittals shall be reviewed and checked by the Contractor prior to submittal. Contractor shall stamp and sign each submittalindicating they have reviewed, checked and approved the submittal for compliance with all the requirements of the plans andspecifications.OBSERVATION BY THE GEOTECHNICAL ENGINEER OF RECORDGeotechnical observation is required at the following construction milestones:1. For select grading and earthwork activities2. For all foundation excavations3. Continuously during construction of drilled holes for piles.4. For proper placement of perforated retaining wall back drain pipes prior to placement of permeable material.5. Compaction testing for engineered fill materials6. Where required by the Geotechnical Investigation ReportThe geotechnical engineer shall be notified 48 hours in advance of above milestones.OBSERVATION BY THE ENGINEER OF RECORDStructural observation is required at the following construction milestones for work depicted on the structural drawings:1. Reinforcing steel placement prior to placing concrete (or grout for masonry construction).2. Upon Completion of WorkThe structural engineer shall be notified 48 hours in advance of above milestones.FOUNDATION NOTESThe Soils Engineering Report and addendums herein after referred to as "the Soils Report" shall be part of the constructiondocuments and shall be kept at the job site at all times.Earthwork shall be in strict accordance with the recommendations of the applicable portions of the Soils Report preparedfor this project :Soils Engineering ReportEmerson Park Amenity Upgrades and Beautification Project1341 Nipomo street, San Luis Obispo, CaliforniaAPN: 003-515-001Project GS00320-1Dated: July 14, 2023See Soils Report Section 7.1 for site preparation at foundations for structures.See Soils Report Section 7.12 for foundations for structures.All continuous and spread footings shall extend at lest 24 inches below lowest adjacent soil grade.Grade Beams shall extend at lest 18 inches below lowest adjacent soil grade.Minimum footing embedment shall be measured from the lowest adjacent soil grade.Drilled piers shall be drilled to the diameters and depths shown on the plans unless determined otherwise by thegeotechnical engineer in the field.Backfill shall not be placed behind retaining walls until 14 days after placing concrete backfill or until the concrete or grouthas developed a compressive strength of not less than 3,000 psi, whichever occurs first.Contractor shall carefully excavate all materials necessary, of whatever nature, for construction of the work. Any materialof an unsuitable or deleterious nature discovered below the bottoms of the foundations shall be brought to the attention ofthe geotechnical engineer before proceeding with the work.Do not use compaction equipment or methods that may cause excessive displacement or damage structures.All other earthwork shall conform to the requirements of the current Building Code Chapter 33, "Safeguards DuringConstruction" and the recommendations contained within the aforementioned report by the Geotechnical Engineer.ABBREVIATIONSABAnchor BoltACIAmerican Concrete InstituteAISCAmerican Institute of Steel ConstructionAITCAmerican Institute of Timber Constr.ALTAlternateAPAAmerican Plywood AssociationAPPROX ApproximatelyARCH ArchitectASTM American Society for Testing & MaterialsAVGAverageB/OBottom OfBLDG BuildingBLK(G) Block(ing)BMBeamBNBoundary nailingBOTBottomBTWN BetweenBVLBevelCChannelCANT CantileverCBCarriage BoltCBCCalifornia Building CodeCCCenter to CenterCJControl JointCL Center LineCLGCeilingCLRClear, ClearanceCMUConcrete Masonry UnitCOLColumnCJPComplete Joint PenetrationCONC ConcreteCONN ConnectionCONT ContinuousCSLM Controlled Low Strength MaterialCTRCenterCVRCoverDBLDoubleDEGDegreeDETDetailDFDouglas FirDIA DiameterDIAGDiagonalDIMDimensionDLDead LoadDNDownDWGDrawingEAEachEFEach FaceELElevationELEVElevationENEdge NailENGR EngineerEOREngineer Of RecordESEach SideEWEach WayEX ExistingEXTExteriorFGFinish GradeFJFloor JoistFLRFloorFNField nailingFDNFoundationFOCFace Of ConcreteFOSFace Of Steel/StudFRMG FramingFSFinsihed SurfaceFTFoot or FeetFTGFootingGAGaugeGALV GalvanizedGLBGlulam BeamHDHoldownHDRHeaderHORIZ HorizontalIDInside DiameterINInchJST(S) Joist(s)KPKing PostLAngleLBPoundLLLive LoadLTWT Light WeightMAXMaximumMBMachine BoltMECH MechanicalMFGManufacturerMISCMiscellaneousMINMinimumMTLMetalNS&FS Near Side And Far SideNTSNot To ScaleOCOn CenterODOutside DiameterPPostPERT Pre-Engineered Roof TrussPJPPartial Joint PenetrationPL PlatePLYPlywoodPMRPer Manufacturers RecommendationsPSFPounds per Square FootPSIPounds per Square InchPTDFPreservative Treated Douglas FirRRadiusRCRelative CompactionREINF ReinforcementREQD RequiredRETRetainingR&RRemove And ReplaceRRRoof RafterRSRough SawnRWDRedwoodSADSee Architectural DrawingsSCHScheduleSECT SectionSELSelectSFSquare FootSHRWL Shear wallSHTG SheathingSIMSimilarSLDSee Landscape DrawingsSPEC SpecificationsSQRSquareSTDStandardSTLSteelSTRUCT StructuralTTee SectionT/OTop OfT&GTongue And GrooveT&BTop And BottomTNToe NailTOCTop Of ConcreteTOFTop Of FootingTOSTop Of SteelTOWTop Of WallTYPTypicalUNOUnless Noted OtherwiseVERT VerticalVIFVerify In FieldWWide flange steel beamW/WithW/OWithoutWPWork PointWWFWelded Wire FabricWIND DESIGN CRITERIA PER :ASCE 7-16BASIC WIND SPEED 92 MPHWIND EXPOSURE CRISK CATEGORY IIEARTHQUAKE DESIGN CRITERIA PER THE SOILS REPORTSEISMIC DESIGN CATEGORY DSITE CLASSD - Stiff Soil SDs & PGAm 0.759 & 0.530 RESPONSE MODIFICATION FACTORS R1.25 (STEEL CANTILEVERED COLUMN)MATERIAL SPECIFICATIONS:SHAPES AND PLATES: ASTM A36HOLLOW STRUCTURAL STEEL: ASTM A53 GRADE BANCHOR BOLTS: ASTM F1554 GRADE 36WELDING ELECTRODES: E70XXCONCRETE:4,000 PSIREBAR: ASTM A615, GRADE 60SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.STRUCTURAL DESIGN NOTESSOIL DESIGN CRITERIA FOR: CONTINUOUS AND SPREAD FOOTINGS WITH GRADE BEAMS.1. BEARING PRESSURE:1.1. NORMAL DURATION LOADS 2,000 PSF1.2. SHORT DURATION LOADS 2,666 PSF2. PASSIVE PRESSURE: 400 PSF/FT (NEGLECT IN THE UPPER 0.0 FT)3. COEFFICIENT OF FRICTION:0.404. IF FRICTION AND PASSIVE PRESSURES ARE COMBINED TO RESIST LATERAL FORCES ACTING ON SHALLOWFOOTINGS, THE LESSER VALUE IS REDUCED BY 50 PERCENT.MAT SLABS - PREFABRICATED STRUCTURES:1. BEARING PRESSURE:1.1. NORMAL DURATION LOADS 1,000 PSF1.2. SHORT DURATION LOADS 1,330 PSF2. PASSIVE PRESSURE: 0.0 PSF/FT (NEGLECT IN THE UPPER 0.0 FT)3. COEFFICIENT OF FRICTION:0.454. IF FRICTION AND PASSIVE PRESSURES ARE COMBINED TO RESIST LATERAL FORCES ACTING ON SHALLOWFOOTINGS, THE LESSER VALUE IS REDUCED BY 50 PERCENT.DRILLED PIER - PLAYGROUND STRUCTURES1. MINIMUM PIER DIAMETER: 12 INCHES2. MINIMUM PIER DEPTH: 24 INCHES BELOW LOWEST ADJACENT GRADE3. BEARING PRESSURE:2000 PSF4. PASSIVE PRESSURE:400 PCF4.1. APPLIED OVER: 2X PIER DIAMETERSDRILLED CAST-IN-PLACE CAISSONS - SHADE STRUCTURES1. MINIMUM PIER DIAMETER: 18 INCHES2. MINIMUM PIER DEPTH: 6 FEET BELOW LOWEST ADJACENT GRADE3. MINIMUM PIER SPACING:3 PIER DIAMETERS CENTER TO CENTER4. SKIN FRICTION:4.1. NORMAL DURATION LOADS: 125 PSF4.2. SHORT DURATION LOADS: 166 PSF4.3. NEGLECT DEPTH:UPPER 2 FEET4.4. SETBACK FROM FACE OF SLOPE: 5 FEET5. PASSIVE PRESSURE:5.1. NORMAL DURATION LOADS 400 PSF5.2. SHORT DURATION LOADS 533 PSF5.3. APPLIED ON:2X PIER DIAMETER5.3. NEGLECT DEPTH:UPPER 2 FEET5.4. SETBACK FROM FACE OF SLOPE: 5 FEETI:\22162 SSA - Emerson Park\dwg\S1 NOTES AND SCHEDULES.dwg, 2/16/2024 9:04:58 AM, AutoCAD PDF (General Documentation).pc3 XXXXXXXXXXXXXXXXXXXXXRTRTRTRTX X X X X X X X X X X X X X X X X XXXXRTXXRT STREETNIPOMO STREET BEACH STREET XRTXXS2.0BRDH KEY PLAN SCALE:KEY PLANNTS CHECKED BY:DRAWN BY:SHEETDESCRIPTION 4 3 2 1 0 REV.BY DATEJOB NUMBER:50% SCHEMATIC DESIGN DRAWINGS MME 02/08/2024 PRELIMINARY NOT FOR CONSTRUCTIONPREPARED AT THE REQUEST OF EMERSON PARK AMENITY UPGRADES AND BEAUTIFICATION SSA LANDSCAPE ARCHITECTS 303 POTRERO STREET, SUITE 40-C SANTA CRUZ, CA 95060 CIVIL+STRUCTURAL ENGINEERING 224 Walnut Ave, Suite B Santa Cruz, CA 95060 Phone (831) 426-3186 MME, INC. Engineer retains all right and title. No part may be reproduced in any fashion or medium without the express written permission of the Engineer.These drawings are Instruments of Service, issued for a one-time, single use by the Owner. The entire contents of these Drawings are Copyright c 2024221621234KEY NOTES#DESCRIPTIONFOUNDATIONPRE-CAST CONCRETE BATHROOMMAT SLAB WITH (2) LAYERS OFREBAR EACH WAY, TOP ANDBOTTOMSHADE STRUCTURE(4) DRILLED CIP CAISSONSSHADE STRUCTURE(4) DRILLED CIP CAISSONSSAIL STRUCTURE(4) DRILLED CIP CAISSONS(3) BASKETBALL POSTSDRILLED PIERSPLAY STRUCTURESDRILLED PIERS12345656I:\22162 SSA - Emerson Park\dwg\S2 Key plan.dwg, 2/16/2024 9:05:01 AM, AutoCAD PDF (General Documentation).pc3 EMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO.DATEPURPOSEDRAWN BYCHECKEDSCALEDATEJOB02 . 16 . 2024230001.00303 potrero street, suite 40-csanta cruz, ca 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCHProject No.ONTEREY NGINEERSONSULTINGEMURUM A CAY, INC.B1798 Technology Dr. Suite 242 San Jose, CA 95110T.831.646.3330 F.831.646.3336 www.acemb.com23-001.00E0.1SYMBOLS, ABBREVIATIONS, LIGHTFIXTURE SCHEDULE, CODES,STANDARDS, NOTES & SHEET INDEXTYPEDESCRIPTIONMANUFACTURERLAMPSXA-1PURE FORM SERIESGARDCOLED30WPUREFORM POST TOP; NEUTRAL WHITE; TYPE 5DISTRIBUTION; 12' HIGH; UNIVERSAL VOLTAGE120-277V4000K PPT-196L-650-NW-G2-5-UNVLIGHT FIXTURE SCHEDULEFIXTURE NOTES:1. ALL LED LIGHT FIXTURE DRIVERS SHALL BE ELECTRONIC TYPE, 10% TOTAL HARMONIC DISTORTION MAXIMUM.2. ALL LED LIGHT MODULES SHALL BE ENERGY SAVING 3500° K, 80 CRI MINIMUM, U.O.N. (SEE SPECIFICATIONS FORMORE INFORMATION).3. ALL LED DRIVERS (AND ASSOC. FIXTS.) SHALL HAVE MANUFACTURER'S CERTIFICATION OF COMPLIANCE WITHCALIFORNIA ENERGY COMMISSION STANDARDS AND REQUIREMENTS, WHERE SUCH ARE USED IN CONDITIONEDSPACES.4. EXIT SIGNS , EMERGENCY LIGHTS AND LIGHT FIXTURES WITH EMERGENCY BATTERY BACK-UP SHALL SUPPLY AMINIMUM DURATION OF 90 MINUTES OF POWER IN THE EVENT OF A POWER OUTAGE/FAILURE.5. ALL RECESSED LIGHT FIXTURES SHALL BE U.L. APPROVED FOR ZERO CLEARANCE INSULATION COVER WHENINSTALLED IN INSULATED CEILINGS.GENERAL CONSTRUCTION NOTES1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. MATERIALS AND EQUIPMENTSHALL BE U.L. LISTED AND LABELED FOR THE APPLICATION.2. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTION FEES REQUIRED BYTHIS CONTRACT WORK.3. CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO BIDDING AND ALLOW FOR ALL FIELD CONDITIONS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL WORK NOTED AND CALLED OUT ON ALLCONTRACT DOCUMENTS. THE CONTRACTOR SHALL OBTAIN INFORMATION AND BE FAMILIAR WITH ALL OTHERTRADES WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN OTHER TRADESON PROJECT.4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PERSONS AND PROPERTY AND SHALL PROVIDEINSURANCE COVERAGE AS NECESSARY FOR LIABILITY AND PERSONAL, PROPERTY DAMAGE, TO FULLYPROTECT THE OWNER, ARCHITECT AND ENGINEER FROM ANY AND ALL CLAIMS RESULTING FROM THIS WORK.5. CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS AT THE PROJECT SITE INDICATING ALL MODIFICATIONSTO ELECTRICAL SYSTEMS. THE CONTRACTOR SHALL AT THE CONCLUSION OF THE PROJECT PROVIDEACCURATE "AS-BUILT" DRAWINGS ACCEPTABLE TO THE ARCHITECT.6. ALL MATERIALS PROVIDED TO THE PROJECT SHALL BE NEW. THE CONTRACTOR SHALL BE RESPONSIBLE TOPROVIDE AND INSTALL ALL INCIDENTAL MATERIALS REQUIRED FOR A COMPLETE INSTALLATION.7. CONTRACTOR SHALL PROVIDE TO THE ARCHITECT A CONSTRUCTION SCHEDULE OF ELECTRICAL WORK. THECONSTRUCTION SCHEDULE SHALL IDENTIFY ALL SIGNIFICANT MILESTONES WITH COMPLETION DATES.8. CONTRACTOR SHALL PROVIDE ALL REQUIRED "CUTTING, PATCHING, EXCAVATION, BACKFILL AND REPAIRS"NECESSARY TO RESTORE DAMAGED SURFACES TO EQUAL OR BETTER THAN ORIGINAL CONDITIONS EXISTINGAT START OF WORK.9. CONTRACTOR SHALL BE RESPONSIBLE FOR PAINTING ALL EXPOSED CONDUITS AND ELECTRICAL EQUIPMENT.REFER TO ARCHITECTS PAINTING SECTION FOR REQUIREMENTS.10. ALL ELECTRICAL EQUIPMENT INSTALLED OUTDOORS SHALL BE WEATHERPROOF. EXTERIOR CONDUITS RUNINTO BUILDINGS SHALL BE INSTALLED WITH FLASHING, CAULKED AND SEALED. CONDUITS FOR EXTERIORELECTRICAL DEVICES SHALL BE RUN INSIDE BUILDING UNLESS OTHERWISE NOTED ON DRAWINGS.11. ALL CONDUITS UNLESS OTHERWISE NOTED ON DRAWINGS SHALL HAVE AS A MINIMUM: TWO (2) #12s WITH ONE(1) #12 GROUND. "TICK" MARKS SHOWN ON CIRCUITRY ARE FOR ROUGH ESTIMATING ONLY. THE CONTRACTORSHALL BE RESPONSIBLE FOR ALL WIRES AND WIRE SIZES REQUIRED BY LATEST CODE.12. ALL BRANCH CIRCUITS SHALL HAVE INDIVIDUAL NEUTRALS. SHARED NEUTRALS ON MULTIWIRE CIRCUITS ISNOT ALLOWED.13. ALL 120/277V LIGHT SWITCHES AND WALL OCCUPANT SENSORS SHALL HAVE A NEUTRAL INSTALLED TO THEDEVICE BOX EXCEPT WHERE A CONDUIT OR SURFACE RACEWAY SYSTEM IS INSTALLED.14. COORDINATE ALL CONDUIT RUNS, ELECTRICAL EQUIPMENT AND PANELS WITH ALL OTHER WORK TO AVOIDCONFLICTS.15. SEE ARCHITECTURAL DOCUMENTS FOR EXACT PLACEMENT OF LIGHTING FIXTURES AND DEVICES. THEELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF CEILING TYPES FROMARCHITECTURAL DOCUMENTS AND PROVIDE AND INSTALL ALL REQUIRED FIXTURE MOUNTING HARDWARE.PROVIDE AND INSTALL U.L. LISTED FIRE STOP ENCLOSURES FOR ALL RECESSED FIXTURES IN FIRE RATEDCEILINGS.16. FROM ALL NEW FLUSH MOUNT PANELS; THE CONTRACTOR SHALL STUB UP INTO ACCESSIBLE CEILING SPACEA MINIMUM OF FOUR (4) 3/4" CONDUITS FOR FUTURE USE.17. CONTRACTOR SHALL, PRIOR TO BID, FIELD VERIFY ALL REQUIREMENTS FOR MODIFYING THE EXISTING CLOCK,DATA, AND INTERCOM SYSTEMS TO ACCOMMODATE ADDITIONS NOTED. THE CONTRACTOR SHALL PROVIDEALL MATERIALS NEEDED TO MAKE A FULLY OPERATIONAL SYSTEM AT THE CONCLUSION OF PROJECT WORK.18. CONTRACTOR SHALL PROVIDE IN EVERY NEW EMPTY CONDUIT A DRAW STRING FOR USE IN FUTURECONSTRUCTION.19. ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. CUT AND PATCH EXISTING WALLS WHERENECESSARY. WHERE IT IS NECESSARY TO CUT OR BORE EXISTING STRUCTURAL WALLS FOR NEW ELECTRICALWORK OBTAIN PERMISSION FROM THE ARCHITECT PRIOR TO STARTING WORK. REUSE EXISTING CONDUITWHERE POSSIBLE.20. WHERE IT IS NOT POSSIBLE TO REUSE EXISTING CONDUIT OR RUN NEW CONCEALED CONDUIT USENON-METALLIC SURFACE RACEWAY AND BOXES. ROUTING OF ALL NON-METALLIC RACEWAYS SHALL BEAPPROVED BY THE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO ROUGH-IN.21. EXTENSION RINGS OR RESET BOXES TO BE FLUSH WITH NEW WALL THICKNESS.22. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO EXISTING UNDERGROUND SYSTEMS (GAS,WATER, TELEPHONE, ELECTRICAL, SEWER, ETC.). THE CONTRACTOR SHALL REPAIR & PAY ALL EXPENSES FORDAMAGE TO EXISTING UNDERGROUND SYSTEMS AS A RESULT OF NEW WORK. REPAIR TO DAMAGEDUNDERGROUND SYSTEMS SHALL BE TO THE OWNERS SATISFACTION WITHOUT EXTRA EXPENSE TO THEOWNER.23. EXISTING WIRING SHOWN HAS BEEN TAKEN FROM OLD PLANS AND IS ASSUMED TO BE CORRECT. ELECTRICALCONTRACTOR SHALL FIELD VERIFY ACTUAL CONDITIONS AND MAKE ADJUSTMENTS TO SUIT ACTUALCONDITIONS AND TO MEET THE INTENT OF THE CONTRACT DOCUMENTS.24. WHERE NON-METALLIC SHEATHED CONDUCTORS ARE FOUND, THE CONTRACTOR SHALL REMOVE TOFULLEST EXTENT PER THE GENERAL DEMOLITION NOTES AND REPLACE WITH CONDUIT. METAL CLAD CABLEWILL BE PERMITTED ON A CASE-BY-CASE BASIS ONLY BY WRITTEN APPROVAL FROM THE ARCHITECT.25. ALL INSTALLATION OF EXPOSED SURFACE MOUNTED RACEWAY IN PUBLIC AREAS SHALL BE REVIEWED BY[ARCHITECT] [ELECTRICAL ENGINEER] BEFORE ROUGH-IN. CONTRACTOR IS TO DETERMINE THEACCESSIBILITY OF ATTIC, FURRED SPACE, HOLLOW MULLIONS, ETC. IN EACH AREA AND REVIEW WITH[ARCHITECT] [ELECTRICAL ENGINEER]. IF SYSTEM CAN BE ROUTED CONCEALED EITHER BY FISHING ORACCESSIBILITY, CONTRACTOR IS TO DO SO. IF INACCESSIBILITY IS DETERMINED, CONTRACTOR SHALLINSTALL SURFACE MOUNTED RACEWAY IN THE MOST AESTHETICALLY PLEASING MEANS AS DETERMINED BYTHE [ARCHITECT] [ELECTRICAL ENGINEER]. NO ALLOWANCE FOR ADDITIONAL COMPENSATION DUE TOROUTING AS DIRECTED BY THE [ARCHITECT] [ELECTRICAL ENGINEER] WILL BE MADE.26. CONTRACTOR SHALL COORDINATE WITH PG&E, AT&T & PAY ALL CHARGES FOR TEMPORARY CONSTRUCTIONPOWER & TELEPHONE.27. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES AND OBTAIN UTILITY COMPANY CONSTRUCTIONDOCUMENTS. UTILITY COMPANY CHARGES SHALL BE PAID BY OWNER.APPLICABLE CODES & STANDARDSCODES:1. 2022 CALIFORNIA ADMINISTRATIVE CODE C.A.C., PART 1, TITLE 24, C.C.R.2. 2022 CALIFORNIA BUILDING CODE (CBC) C.C.R., TITLE 24, VOL. 1 & 2 BASED ON THE2021 INTERNATIONAL BUILDING CODE (IBC) WITH CALIFORNIA AMENDMENTS.3. 2022 CALIFORNIA RESIDENTIAL CODE C.C.R., TITLE 24, PART 2.5 BASED ON THE 2021INTERNATIONAL RESIDENTIAL CODE WITH CALIFORNIA AMENDMENTS.4. 2022 CALIFORNIA ELECTRICAL CODE (CEC) C.C.R., TITLE 24, PART 3 BASED ON THE2020 NATIONAL ELECTRICAL CODE (NEC) WITH CALIFORNIA AMENDMENTS.5. 2022 CALIFORNIA MECHANICAL CODE (CMC) C.C.R., TITLE 24, PART 4 BASED ON THE2021 UNIFORM MECHANICAL CODE (UMC) WITH CALIFORNIA AMENDMENTS.6. 2022 CALIFORNIA PLUMBING CODE (CPC) C.C.R., TITLE 24, PART 5 BASED ON THE 2021UNIFORM PLUMBING CODE (UPC) WITH CALIFORNIA AMENDMENTS.7. 2022 CALIFORNIA ENERGY CODE C.C.R., TITLE 24, PART 6.8. 2022 CALIFORNIA FIRE CODE (CFC) C.C.R., TITLE 24, PART 9 BASED ON THE 2021INTERNATIONAL FIRE CODE (IFC) WITH CALIFORNIA AMENDMENTS.9. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE C.C.R., TITLE 24, PART 11.10. 2022 CALIFORNIA REFERENCED STANDARDS CODE C.C.R., TITLE 24, PART 12.11. TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.12. NATIONAL FIRE ALARM CODE (NFPA 72) 2022.13. CITY OF SAN LUIS OBISPO ORDINANCES, CODES, AND REGULATIONS.STANDARDS:1. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)2. ELECTRONICS INDUSTRIES ASSOCIATION (EIA)3. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE)4. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)5. NATIONAL ELECTRICAL TESTING ASSOCIATION (NETA)6. UNDERWRITER LABORATORIES (UL)7. CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS (CAL/OSHA)HALF SWITCHED DUPLEX RECEPTACLEINSTALLATIONRECEPTACLE - DUPLEX FLOOR MOUNTED DUPLEX RECEPTACLEJPANELBOARD - FLUSH MOUNTEDSIZE PER CODE, TAPE AND TAG WIRESPANELBOARD - SURFACE MOUNTEDEQUIPMENT PANEL - SURFACE MOUNTEDEQUIPMENT PANEL - FLUSH MOUNTEDMETER W/ CURRENT TRANSFORMERINTERIOR SPEAKERS CEILING MOUNTEDTV OUTLET VOICE/DATA OUTLET - FLOOR MOUNTEDJUNCTION BOX - CEILING OR WALL MOUNTED, GFCI CONVENIENCE RECEPTACLE - DUPLEXDUPLEX RECEPTACLE MOUNTED ABOVE COUNTER -FIELD VERIFY HEIGHTPOWER OUTLET - SEE PLANS FOR NEMA TYPERECEPTACLE DOUBLE DUPLEX VOICE/DATA WALL OUTLET WALL TELEPHONE OUTLETCLOCK +8'-0" AFF U.O.N. VERIFY BEFORE PER EQUIPMENT MFGRS NAMEPLATE DATAFUSED DISCONNECT SWITCH ELEMENT FUSES SIZEDGROUND ELECTRODENEMA 3R ENCLOSURE UNLESS OTHERWISE SPECIFIEDMAGNETIC STARTER - NEMA SIZE INDICATEDNON-FUSED DISCONNECT SWITCHGROUND ROD WITH GROUNDWELL BOXCIRCUIT BREAKERNORMALLY CLOSED CONTACTNORMALLY OPEN CONTACTTRANSFORMER - SEE SINGLE LINE FOR SIZEMOTOR CONNECTIONCOMBINATION STARTER/FUSED DISCONNECT SWITCH;DETAIL OR SECTION REFERENCESECURITY DOOR CONTACTSPULLBOXSYMBOLS & ABBREVIATIONS SHOWN ARE FOR GENERAL USE. DISREGARD THOSE WHICH DO NOT APPEAR ON THE PLANS.DETAIL NOTE REFERENCE SYMBOLSEE ASSOCIATED NOTE ON SAME DETAIL21E3.0INTERIOR SPEAKERS WALL MOUNTEDMINDICATES QUANTITY OF DATA OUTLETSINDICATES QUANTITY OF TELEPHONE OUTLETS12F301FEEDER DESIGNATION;SEE ASSOCIATED NOTE ON SAME DETAILSINGLE RECEPTACLEDUPLEX RECEPTACLE - CEILING MOUNTEDPOWER POLEFUSED DISCONNECT SWITCH; FUSED WITHDUAL-ELEMENT FUSES SIZED PER EQUIPMENTMFGR'S NAMEPLATE DATACCTV CAMERASECURITY MOTION DETECTORFLOOR MOUNTED BOXDETAIL NUMBERSHEET NUMBERELECTRICAL SYMBOLS & ABBREVIATIONS********SECURITY SYSTEM KEYPADSSCKPSCMDGFCI CONVENIENCE DUPLEX RECEPTACLEMOUNTED ABOVE COUNTER - FIELD VERIFY HEIGHTJABBREVIATIONSLETTER INDICATES DUPLEX HALFCONTROLLED RECEPTACLEHC*LETTER INDICATES DUPLEX FULLYCONTROLLED RECEPTACLEC*SINGLE POLE SWITCHFOUR WAY SWITCHTHREE WAY SWITCHLIGHTING DIMMERKEY OPERATED SWITCHSINGLE POLE SWITCH,a = CIRCUIT CONTROLLEDMANUAL MOTOR STARTER3a4KMSWALL OCCUPANCY SENSORLIGHTING CONTROL OCCUPANCY SENSOR CORNER MOUNTEDDOUBLE SWITCHED WALL OCCUPANCYS2SENSOR****************SSSSSSSDIMMER ROOM CONTROLLERDRCDIGITAL DUAL TECHNOLOGYWALL OCC. SENSORSSDIGITAL MULTI SCENELIGHTING SWITCHSDIGITAL ON/OFF SWITCHSSDDIGITAL DIMMER SWITCHM#PLUG LOAD CONTROLLERROOM LIGHTING CONTROLLERLCPLIGHTING CONTROL PANELDIGITAL DAYLIGHT SENSORDLDIGITAL DUAL TECHNOLOGYOCC. SENSOR****SEE SCHEDULESEE SCHEDULESEE SCHEDULEEMERGENCY LIGHTTRACK LIGHTING - SEE SCHEDULELUMINAIRE - RECESSED - SEE SCHEDULEEXIT LIGHT - DIRECTIONAL ARROWS ASINDICATED - SEE SCHEDULELUMINAIRE - POLE OR POST MOUNTED - BOLLARD OR PATH LIGHT - SEE SCHEDULESTRIP FLUORESCENT OR LED LUMINAIRE - LUMINAIRE - SURFACE MOUNTED - LUMINAIRE - WALL MOUNTED SEE SCHEDULEFLUORESCENT OR LED LUMINAIRE -EMERGENCY OR NIGHT LIGHT RECESSED WALL WASHERSEE SCHEDULE****DIMMING DUAL TECHNOLOGY **SS2WALL SWITCH OCCUPANCY SENSOR2-BUTTON DIMMING DUAL TECHNOLOGY WALL SWITCH OCCUPANCY SENSOR**CHDOOR BELL PUSHBUTTONDOOR CHIME WITH LEDRCPC**WIRELESS ACCESS POINT (WAP) -CEILING MOUNTEDWIRELESS ACCESS POINT (WAP) -WALL MOUNTED - FIELD VERIFY HEIGHTVOICE/DATA OUTLET MOUNTED ABOVECOUNTER - FIELD VERIFY HEIGHT[#][#][#]SURFACE MOUNTED VOICE/DATA WALL OUTLET *SURFACE MOUNTED VOICE/DATA OUTLETMOUNTED ABOVE COUNTER - FIELD VERIFY HEIGHT[#][#]VOICE/DATA OUTLET - CEILING MOUNTED[#]SHEET INDEX#10E23CONDUIT - UPCONDUIT - DOWNCONDUIT EMERGENCY SYSTEMFLEX CONDUIT WITH CONNECTIONSURFACE METAL OR NON-METALLIC RACEWAYCONDUIT - CONCEALED IN WALLS OR CEILINGCONDUIT - EXISTINGCONDUIT - BELOW SLAB OR UNDERGROUND: 3/4"MIN.CONDUIT CONTINUATIONCAPPED OR STUB-OUT CONDUITLOW VOLTAGE WIRINGLVSHEET NOTE REFERENCE SYMBOL;SEE ASSOCIATED NOTE ON SAME SHEETSCHEDULE SYMBOL; SEE ASSOCIATEDNOTE ON SAME SHEETCONDUIT - HOME RUN TO PANEL, TERMINALCABINET, ETC. RUNS MARKED WITHCROSSHATCHES INDICATE NUMBER OF #12AWG WIRES WHEN MORE THAN TWO. SIZECONDUIT ACCORDING TO SPECIFICATIONSAND APPLICABLE CODE. CROSS HATCHESWITH NUMBER ADJACENT INDICATES WIRESIZE OTHER THAN #12 AWG.ERMSHEIGHTHTINTERCOMPANELLIGHTINGKILOWATTKILOVOLTJUNCTION BOXLIGHTING CONTROLKVALCPLTGJBKWKVKILOVOLT AMPERESICINCANDESCENTINCANDINTERMEDIATE IDFDISTRIBUTION FRAME**+48" A.F.F. TO TOP OF BOX, U.O.N.+15" A.F.F. TO BOTTOM OF BOX, U.O.N.*PULL BOXPBPA PUBLIC ADDRESSCHLORIDEPOLYVINYLREQUIREDSHEETSWITCHPHASEPANELPVCPNLREQDSWBDSHT(R)SWPFWITHWATTVOLTUONXFMRW/WWPVTYP TYPICALMOUNTEDMETAL HALIDETHOUSANDLOW VOLTAGECIRCULAR MILSMAIN LUGS ONLYNEWNOT IN CONTRACTON CENTERCONTRACTNOT IN ELECTRICALMOUNTINGPOWER FACTORSWITCHBOARDUNLESS OTHERWISE NOTEDREQUIREMENT(S)RELOCATETRANSFORMERWEATHERPROOFMTDKCMLVMHMLOOCNIECNIC(N)MTGOWNER FURNACEDOFCIREQMT'SMECHANICALMECHRECPT'S RECEPTACLES(RP) REMOVABLE POLEPWR POWERUG UNDERGROUNDSINGLE LINE DIAGRAMSLDOAH OVERALL HEIGHTPASSIVE INFRAREDPIRPHPHOTOVOLTAICPVTTB TELEPHONE TERMINALBACKBOARDMAIN DISTRIBUTION FRAMEMDFMAIN POINT OF ENTRANCEMPOESYSTEMS TERMINATIONCABINETSTCFUTUREGROUND FAULTGROUNDINTERRUPTINGGFCI(F)AFFAABOVE FINISHED FLOORAMPEREGND, GAWGARCHBKRCBC.O.CLGCTRCKTDIMDISTCL(E)CEQUIPFINFACPFAFLEMTFLOORMETALLIC TUBINGCONTROL PANELEQUIPMENTFIRE ALARMFINISHFIRE ALARMAMERICAN WIRECIRCUIT BREAKERBREAKERGAUGEDISTRIBUTIONCIRCUITCENTER LINECEILINGCONDUIT ONLYCENTERDIMENSIONEXISTINGELECTRICALCONDUITARCHITECTGALVANIZED RIGIDGRSSTEELEM EMERGENCYALUM/AL ALUMINUMFLUOR FLUORESCENTGENERAL CONTRACTORGCCATV CABLE TVCCTV CLOSED CIRCUIT TVEC ELECTRICAL CONTRACTOR GFI(EL) EVENING LIGHTNUMBERNOT TO SCALENTSNO.(NL) NIGHT LIGHTNOMINALNOMD DIMMERFC FOOT CANDLEFLA FULL LOAD AMPSMINIMUMMCACIRCUIT AMPSMAXIMUM OVERMOCPCURRENT PROTECTIONNUMBER IN BRACKETS DENOTES NUMBEROF CABLE DROPS WHEN MORE THAN (2).[#]VOLTAGE DROPVDEVELECTRICAL VEHICLE MAIN CIRCUIT BREAKER M.B.ERMSMAINTENANCE SWITCHENERGY REDUCTIONOVERHEADOHCONTRACTOR INSTALLEDE0.1 SYMBOLS, ABBREVIATIONS, LIGHT FIXTURE SCHEDULE,CODES, STANDARDS, NOTES & SHEET INDEX.E0.2 CALIFORNIA ENERGY COMPLIANCE TITLE 24 - OUTDOOR.E1.1 ELECTRICAL SINGLE LINE DIAGRAM & DETAILS.E2.1 ELECTRICAL SITE PLAN.E6.1 ELECTRICAL DETAILS.E6.2 ELECTRICAL DETAILS & PANELBOARD SCHEDULE.PURE FORM SERIESGARDCOLED30WSAME AS FIXTURE TYPE "XA-1" EXCEPT TYPE 3DISTRIBUTION.4000K PPT-196L-650-NW-G2-3-UNVBLX-II SERIESVISIONAIRELED150WBLX-II-3; TYPE 4 LONG OPTICS; 20 LUMENS; 20'OVERALL HEIGHT.4000K BLX-II-3_T4L_20L_4K-20' HBLX-II SERIESVISIONAIRELED150WSAME AS FIXTURE TYPE "XB-1" EXCEPT TYPE 2 OPTICS4000K BLX-II-3_T2_20L_4K-20' HBLX-II SERIESVISIONAIRELED500WBLX-II-4; TYPE 4 LONG OPTICS; 65 LUMENS; 20'OVERALL HEIGHT4000K BLX-II-4_T4L_65L_4K-20' HXA-2XB-1XB-3XB-1BPURE FORM SERIESGARDCOLED31WSAME AS FIXTURE TYPE "XA-1" EXCEPT WATTAGE.4000K PPT-196L-1150-NW-G2-5-UNVXA-3 EMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO.DATEPURPOSEDRAWN BYCHECKEDSCALEDATEJOB02 . 16 . 2024230001.00303 potrero street, suite 40-csanta cruz, ca 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCHProject No.ONTEREY NGINEERSONSULTINGEMURUM A CAY, INC.B1798 Technology Dr. Suite 242 San Jose, CA 95110T.831.646.3330 F.831.646.3336 www.acemb.com23-001.00E0.2CALIFORNIA ENERGY COMPLIANCEOUTDOOR TITLE-24-RESERVED FOR TITLE 24 DOCUMENTATION- 0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCHProject No.ONTEREY NGINEERSONSULTINGEMURUM A CAY, INC.B1798 Technology Dr. Suite 242 San Jose, CA 95110T.831.646.3330 F.831.646.3336 www.acemb.com23-001.00E1.1ELECTRICAL SINGLE LINE DIAGRAM& DETAILS2NO SCALEPANEL GROUNDINGGROUND ROD BOX DETAIL96" MIN.18" MIN.3NOTE:WHERE METAL CONDUIT USED INLIEU OF PVC, PROVIDE GROUNDBUSHINGS & BONDS PER CODENO SCALE1. FINISHED GRADE2. GROUND CONDUCTOR; #6 AWG.3. SEAL CONDUIT WATERTIGHT4. GROUT BOTTOM MINIMUM 3"5.34" x 8'-0" COPPER CLAD GROUND ROD6. LID LABELED "GROUND ROD"7. CHRISTY "F8" GROUND ROD BOX8. UNDISTURBED EARTH9. GROUND CLAMP10. COAT ALL INSIDE SURFACESW/SEALANTDETAIL NOTES:345216710981NO SCALEELECTRICAL SINGLE LINE DIAGRAMPANEL "RR"1. PANEL PROVIDED AND INSTALLED AS PART OF PREFABRICATEDBUILDING. ELECTRICAL CONTRACTOR SHALL COORDINATE CONNECTIONWITH BUILDING CONTRACTOR.DETAIL NOTES:AMPACITYFEEDER SCHEDULEDESIGNATIONCONDUIT & CONDUCTORS SIZESSINGLE LINE DIAGRAM LEGEND(EXISTING)(NEW)(E) FLOOR/PAD MOUNTED EQUIPMENT(N) FLOOR/PAD MOUNTED EQUIPMENT1CONCRETE TRANSFORMERPAD AND GROUNDING FORPG&E XFMR*400/3PG&E METERM*#3/060/2F409MAIN SWITCHBOARD "MSB";400A, 120/208V, 3Ø, 4W, NEMA 1, 65K AIC.1E6.1*(1) 5" C.O. PG&E SECONDARY**PER PG&E RULES, REGULATIONS & STANDARDS.LANDING LUGS*3TYPICAL TRENCH SECTION4NO SCALENO SCALETYPICAL PULLBOX DETAIL530" MIN. U.O.N.REINFORCED CONC. LID LABELED AS NOTED ON FINISHED GRADEGROUT FILL (TYPICAL)CONDUITDETAIL NOTES:1. SIZE(S) & MFGR. AS NOTED ON DRAWINGS.2. PROVIDE & INSTALL TAMPER RESISTANT BOLT DWON LID FOR ALL PULLBOXES.BELL ENDS12"6"DRAWINGSPULL BOXPROVIDE EXTENSIONS ASREQUIRED1 12" MIN. DIA.DRAIN ROCK18" MIN. ALL SIDES(1) 4" C.O. PG&E PRIMARY*(E) PG&E PRIMARY PULLBOXF411300 3 1/2" C., 4 #350kcm & 1 #4 GND.PANEL "P1"125/3F410F409225 2 1/2" C., 4 #4/0 & 1 #4 GND.TYPICAL MODULAR BUILDING GROUNDING INSTALLATION6NO SCALE1. GROUND BUS.2. COPPER GROUND CONDUCTOR TO METAL FRAME WHEN PROVIDED.3. COPPER LCAD GROUND ROD 10'-0" LONG 34"Ø PER CEC 250.50.4. RELOCATABLE BUILDING.5. ELECTRICAL PANEL.6. CHANNEL SUPPORT.7. RIGID CONDUIT WITH CONDUCTOR, ATTACHED TO WALL WITH 2-HOLESTRAPS.8. FINISH GRADE.9. GROUND ROD BOX CHRISTY "F8" OR EQUAL.10. SIZE OF CONDUCTORS SHALL COMPLY WITH CEC 250.66.11. BOND SEPARATE CONDUCTORS FROM GROUND ROD TO ELECTRICALPANEL AND TO METAL BUILDING FRAME PER CEC 250.30.12. CHECK RESISTANCE TO GROUND, IF RESISTANCE EXCEEDS 25 OHMS,INSTALL ADDITIONAL GROUND RODS AS REQUIRED PER CEC 250.53.DETAIL NOTES:NOTES:A. ALL MODULES OF METAL FRAME BUILDINGS SHALL BEELECTRICALLY BONDED TOGETHER (BOLTING ONLY IS NOTACCEPTABLE BONDING).B. BOND RAMP TO BUILDING.C. BOND WATER PIPES PER CEC 250.52(A)(1).1239876541012113E1.12E1.1#26E1.1#22UNPAVED AREAS3"FINISHED GRADE30" MIN.3"3"12"3"3"6"MIN. 95% COMPACT EARTH FILLPAVED AREASNOTES:1. SAW CUT, TRENCH & BACKFILL FOR NEW CONDUITS. PATCH WALKWAY TO MATCH (E) SURROUNDING SURFACES. CARESHALL BE TAKEN TO PROTECT EXISTING TREES. RESEED OR RESOD (E) DISTURBED PLANTED AREAS TO ARCHITECT'SSATISFACTION.2. BASE MATERIAL TO BE REPLACED TO THE DEPTH OF EXISTING BASE AND COMPACTED TO A MIN. 95% RELATIVECOMPACTION. A.C. MAY BE SUBSTITUTED FOR BASE MATERIAL. WHEN USED AS BACKFILL, CLASS 100-E-100 P.C.C. MAYBE SUBSTITUTED FOR BASE MATERIAL.WARNING MARKER TAPE CONTINUOUSLENGTH OF TRENCHCONDUIT, SEE PLANS FOR QUANTITY,SIZE AND USAGEMINIMUM 95% COMPACT SAND BACKFILL[NATIVE SOIL]NONMETALLIC CONDUIT SPACERS(OMIT SPACERS WHEN ONLY ONECONDUIT IN TRENCH)6" CLASS 2 AGGREGATEBASE, 95% COMPACTION3" THICK AC PAVINGWHEN OCCURSSAW CUT (E) AC PAVINGWHEN OCCURS125/3 M.B.NLGGENERAL NOTE:IF AVAILABLE ON THE PREMISES AT EACH BUILDING ORSTRUCTURE SERVED EACH OF THE FOLLOWING SHALLBE BONDED TOGETHER TO FORM THE GROUNDINGELECTRODE SYSTEM:a. METAL COLD WATER PIPE,b. METAL FRAME OF BUILDING,c. GROUND RING,d. OTHER ELECTRODES PER CEC 250.52(A)(2) THROUGH (7)3E1.11. PANEL.2. 1" CONDUIT SEE SINGLE LINE DIAGRAM 1/E1.1FOR GROUNDING ELECTRODE CONDUCTORREQUIREMENTS3. EQUIPMENT BONDING JUMPER, SUPPLIEDWITH PANEL INSTALLED BY CONTRACTOR.4. NEUTRAL BUS.5. GROUND BUS.23145DETAIL NOTES:F410250 3" C., 4 #250kcm & 1 #4 GND.CONTRACTOR SHALL OBTAIN GEOTECH REPORT; WHERE CONDUITS ARE STACKED, BACKFILL WITH CONTROL DENSITY FILL.***3E1.17NO SCALE1. SERVICE GROUND ROD2. BARE COPPER, SEE 1/E6.2 FOR SIZE.3. INCOMING NEUTRAL4. SERVICE EQUIP.5. NEUTRAL BUS6. GROUND BUS7. 1" PVC; WITH BARE COPPER GROUND,SEE 1/E6.1 FOR SIZE.MAIN SERVICE GROUND1234567DETAIL NOTES:7E1.1 INSTALL "EXTRA-DUTY" WEATHERPROOF "IN-USE" COVER, TAYMAC OR EQUAL.MOUNT AT STRUCTURE POST AT +15" ABOVE FINISHED GRADE TO BOTTOM OF DEVICE BOX.12. #8 CU. BOND TO GROUND AND LUGS ON ROOF STEEL BEAM.GENERAL NOTES:A. CONTRACTOR SHALL LOCATE ALL (E) UNDERGROUND UTILITIES PRIOR TO TRENCHINGAND TAKE CAUTION TO AVOID DAMAGE DURING TRENCHING. HAND TRENCH IFNECESSARY. CONTRACTOR SHALL MAKE ALL REPAIRS TO DAMAGED UTILITIES AT NOCHARGE TO OWNER.B. ALL WIRING FOR SITE LIGHTING SHALL BE #6 AWG MINIMUM, U.O.N.C. ALL UTILITIES (PG&E, AT&T AND CATV) ARE SHOWN IN SCHEMATIC FORM ONLY.CONTRACTOR SHALL VERIFY EXACT REQUIREMENTS WITH UTILITY COMPANYENGINEERED DRAWINGS PRIOR TO START OF CONSTRUCTION AND PROVIDEFACILITIES ACCORDINGLY.C. FOR ALL UNDERGROUND CONDUCTOR SPLICING IN CONCRETE PULLBOX,CONTRACTOR SHALL PROVIDE WEATHERPROOF WIRE NUTS.D. FOR ALL SITE LIGHTING, CONTRACTOR SHALL SPLICE DOWN INCOMING #6 AWGFEEDERS AT ADJACENT PULLBOX TO #8 AWG FOR CONNECTION TO LIGHT FIXTURE.XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXRTRTRTRTRTX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXX XX X XXXX XXX XX X XXXXXXXXXXXXXXXXXXXRTXXXXXXXXXXXXXXXXXXXXX XXXXXRTXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXPISMO STREETPACIFIC STREETNIPOMO STREET BEACH STREET XXXXXXXXXXXX X XXXX X XXXX XXX WPXA-3XA-39108TYP.1112PANEL "RR"121E1.145LCP1E6.2MSB1E1.1XA-2XA-2XA-1XA-1XA-1XA-1XA-1XA-2XA-1XA-2XA-2XB-1BXB-1BXB-1BXB-1BXB-1BXB-1BXA-2XA-1XA-1XA-2 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCHProject No.ONTEREY NGINEERSONSULTINGEMURUM A CAY, INC.B1798 Technology Dr. Suite 242 San Jose, CA 95110T.831.646.3330 F.831.646.3336 www.acemb.com23-001.00E6.1ELECTRICAL DETAILSNO SCALESERVICE PEDESTAL DETAIL (MSB)1TEST SWITCHNEUTRALGROUND BUSSLOAD SPLITTERSECTION 3NSECTION 1SECTION 2S/NGND#2 AWG120/208V 3PHASE, 4 WIRESERVICENOTE: LOAD CURRENT FOR ALL BREAKERS NOT TOEXCEED 80% OF BREAKER AMPERAGESERVICE EQUIPMENTWIRING DIAGRAMSERVICEDISCONNECT400/3METERINGDIAGRAM15CTMAIN RATED@ 65KAICCURRENT TRANSFORMERS,TEST SWITCH & WIRING BYTHE UTILITY COMPANY7E1.11. SEE 1/E1.1 FOR FEEDER SIZE.DETAIL NOTES:#1 AWGPER PG&E RULES, REGULATIONS & STANDARDS.*#3/0 AWGSPARE30150PANEL "SP"100PANEL "RR"SPARE30125PANEL "P1"SPARE20SPARE3020SPARE20SPARE50SPARESPARE2050SPARE20SPARE20SPARE20SPARE20SPARE202020202020SPARESPARESPARESPARESPARESPARESPARE30MUST BE RATED AT NOCURRENT TRANSFORMERSPROVIDED BY UTILITYLESS THAN 22K AIC.11FIXTURE TYPE "XC" MOUNTING2NO SCALEFIXTURE TYPE "XA" MOUNTINGNO SCALE3LANDING LUGS##DEADFRONT SWITCHBOARDSECTIONOF SECTIONSVOLTAGE SUPPLY SECTIONHZSHORT CIRCUITCURRENT RATINGAT VOLTS PHASE WVRMSAMPERES SYM.METER SOCKET RATINGA. CONT.ENCLOSURE:AMPEREST-7E1.1FINISHEDGRADE4" GRID.; 2500 PSI @ WITH STEEL WIRE MESH 28 DAY CONCRETE24"2"2", TYP. ALL SIDES1. FABRICATED FROM 14 GA #304 STAINLESS STEEL INT. 14 GA. COLD ROLLED 4. NUTS, BOLTS & SCREWS WILL NOT BE VISIBLE FROM OUTSIDE OF ENCLOSURE.6. CONTROL WIRING WILL BE MARKED AT BOTH ENDS BY PERMANENT WIRE MARKERS.8. ENCLOSURE WILL BE FACTORY WIRED AND CONFORM TO REQUIRED NEMATHE FRONT DOOR.2. CONSTRUCTION WILL BE NEMA 3R, RAINTIGHT. 3. ALL NUTS, BOLTS AND SCREWS WILL BE STAINLESS STEEL.5. NAMEPLATES WILL BE PROVIDED AS REQUIRED.STEEL ELECTRICALLY WELDED AND REINFORCED WHERE REQUIRED.7. A PLASTIC COVERED WIRING DIAGRAM WILL BE ATTACHED TO THE INSIDE OFENCLOSURE CONSTRUCTION NOTES:AND UL 508A STANDARDS.9. ENCLOSURE RATED AT 65K AIC WITH EXCEPTION OF METER SOCKET AND SUPPORT HARDWARE10. SERVICE ENCLOSURE SHALL MEET EUSERC REQUIREMENTS.11. SERVICE ENCLOSURE SHALL BE PAINTED CITY APPROVED COLOR.SECTION 1SECTION 3SECTION 2.312.218.312.218 C1C2C3C4FRONT VIEW66"36.0"36.0"36.0"BASE VIEW12.9"15.2"18.3"36.0"34.3"32.0"36.0"34.3"32.0"36.0"34.3"32.0"GENERAL NOTE:CONTRACTOR SHALL REFERENCE AND INSTALL FOOTINGS/POLE BASES PER STRUCTURAL DETAILS/CALCULATIONS ON LANDSCAPE PLANS.STRUCTURAL DETAILS ON LANDSCAPE PLANS SHALL TAKE PRECEDENCE OVER THIS DETAIL FOR FOOTING OF POLE LIGHTS.TYPE-3R20(CT)4320865K60400A400A120/2081124-418CTSSXSBCPOLEBASEGRADE36"23456789101112143" TYP.3" TYP.(C)(B) BASE30"(A) POLE36"13MINIMUM DIAMETER. IN ALL CASES,DIAMETER OF BASE SHALL BE "C"DIMENSION OR BOLT CIRCLE DIA. +8"WHICHEVER IS GREATER.*1. YOKE MOUNTED FIXTURE2. GROUND BOND LUG IN POLE3. HANDHOLE WITH GASKETCOVER4. FINISHED GRADE5. LEVEL NUTS6. 6 #4 VERTICAL BARS EQUALLYSPACED; HOOK ENDS7. ANCHOR BOLTS AND BASECOVER8. GROUT FILLED WITH 1" x 45°BEVEL AT EDGE9. 3 #3 TIES IN UPPER 5" OF BASE10. ANCHOR BOLT; QUANTITY &SIZE PER POLE MFGR.FURNISHED WITH POLE.MINIMUM 58" DIAMETERANCHOR RODS WITH 12"EMBED. (4 TOTAL IN A 5" x 5"SQUARE LAYOUT) AND 14" BASEPLATE. ANCHOR BOLTS SHALLBE WITHIN VERTICAL REBARCAGE11. PVC ELBOW AND RISER12. BRANCH CIRCUIT PVC CONDUIT13. 3000 P.S.I. AT 28 DAYSCONCRETE FOOTING14. #3 HORIZONTAL TIES AT 8" O.C.LAP END15. CONTRACTOR SHALL ENSURETHAT FINISH OF EXPOSEDBASE IS SMOOTH WITH EVENTEXTURE.DETAIL NOTES:A B CFOOTINGDEPTHBELOWGRADEFOOTINGDIAMETERPOLELENGTH8'-0" TO 15'-0" 4'-0"1'-6"*1A15BACPOLEBASEGRADE3" TYP.3" TYP.(C)(B) BASE30"(A) POLE131412111098 76543211. POST TOP MOUNTED FIXTURE2. GROUND BOND LUG IN POLE3. HANDHOLE WITH GASKETCOVER4. TOP OF PAVING/SIDEWALK,FINISHED GRADE.5. LEVEL NUTS6. 6 #4 VERTICAL BARS EQUALLYSPACED; HOOK ENDS7. ANCHOR BOLTS AND BASECOVER8. CONTRACTOR SHALL ENSURETHAT FINISH OF EXPOSED BASEIS SMOOTH WITH EVENTEXTURE.9. 3 #3 TIES IN UPPER 5" OF BASE10. 4-34"Ø x 17" STD HEADED ASTMA307 ANCHOR BOLTS ON 7"BOLT CIRCLE EMBEDED 12" MIN.INTO CONC.; QUANTITY & SIZEPER POLE MFGR. FURNISHEDWITH POLE. ANCHOR BOLTSSHALL BE WITHIN VERTICALREBAR CAGE.11. PVC ELBOW AND RISER12. BRANCH CIRCUIT PVC CONDUIT13. 3000 P.S.I. AT 28 DAYSCONCRETE FOOTING14. #3 HORIZONTAL TIES AT 9" O.C.LAP ENDDETAIL NOTES:MINIMUM DIAMETER. IN ALL CASES,DIAMETER OF BASE SHALL BE "C"DIMENSION OR BOLT CIRCLE DIA. +8"WHICHEVER IS GREATER.*A B CFOOTINGDEPTHBELOWGRADEFOOTINGDIAMETERPOLELENGTH8'-0" TO 15'-0"4'-0"1'-6"* EMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCHProject No.ONTEREY NGINEERSONSULTINGEMURUM A CAY, INC.B1798 Technology Dr. Suite 242 San Jose, CA 95110T.831.646.3330 F.831.646.3336 www.acemb.com23-001.00E6.2ELECTRICAL DETAILS& PANELBOARD SCHEDULEGENERAL NOTES:A. ALL PART NUMBERS ARE WATTSTOPPER, U.O.N.B. EXTERIOR SCHEDULE (SET TIMER PER OWNER):"EL" - ON AT DUSK, OFF AT SET TIME"NL" - ON AT DUSK, OFF AT DAWNC. CIRCUIT SITE LIGHTING VIA THIS PANEL.D. CIRCUIT RECEPTACLES VIA THIS PANEL.1. LOCATE AT NORTH EAVE OF BUILDING.2. THIS DETAIL IS FOR GENERAL INFORMATIONONLY. CONTRACTOR SHALL OBTAIN ANDFURNISH AUTOCAD DRAWINGS FROMWATTSTOPPER FACTORY REPRESENTATIVEDETAIL NOTES:865432RBYWRBYWRBYWRBYWRBYWRBYWGNDNEUT115V277VINNER COVER LATCH (1 OF 2).PULL TO RELEASE, PRESS TO LATCH.EXTERIORPHOTOCELLLM-PO-200USE 4/#187WYBR1RBYW120VLIGHT FIXTURENPOWERSUPPLYRELAY STATUS LEDMANUAL OVERRIDESWITCH FOR RELAYS161514RBYWRBYWRBYWWYBR13NO SCALE1EXTERIOR LIGHTING CONTROL GROUNDNEUTRAL120VDIGITALPHOTOCELLINPUT MODULELMIO-301WATTSTOPPER LMCP 24DLM RELAY PANELWITH 24 RELAYS, NEMA 11POST GROUNDING2NO SCALEUSE MECHANICAL LUG TOPOSTS THAT ARE DIRECTBURIED AND PIPE CLAMPSWITHIN FRAMING OFCOLUMN AT STRUCTURE3E1.1HAND HOLE201918RBYWRBYWRBYWWYBR17242322RBYWRBYWRBYWWYBR2112109RBYWRBYWRBYW11RBYW 18.68.99.18.88.58.17.77.47.06.14.73.42.51.91.51.31.10.90.90.91.01.21.51.82.12.63.34.14.85.36.06.77.68.79.18.77.46.45.65.04.64.23.63.02.41.73.34.66.27.68.48.79.09.29.59.89.99.79.49.18.98.78.37.45.94.33.22.41.91.51.31.11.11.11.21.51.92.32.73.24.04.85.76.37.17.88.59.69.99.58.27.36.55.85.45.04.64.03.32.34.35.87.69.09.89.99.89.910.110.510.610.410.09.89.89.99.78.77.25.44.03.02.31.81.51.31.21.31.51.82.32.73.13.64.25.05.76.27.07.88.49.08.98.88.17.36.45.55.35.35.14.84.23.05.67.59.711.112.112.011.910.99.37.15.33.92.82.11.71.51.41.51.72.12.63.03.33.64.04.54.95.25.76.27.07.67.77.46.65.65.04.54.64.95.35.44.93.77.19.612.013.214.214.014.013.011.59.16.74.73.32.52.01.71.71.71.92.42.83.23.33.43.63.73.83.94.04.04.34.34.34.13.83.43.23.23.64.45.35.85.44.18.711.914.816.017.016.216.915.914.111.28.25.63.92.82.21.91.92.02.32.73.23.43.53.33.12.93.02.92.82.62.52.42.32.22.11.91.92.22.94.05.46.15.84.410.214.317.820.021.219.121.119.616.913.39.46.44.33.12.42.22.22.42.83.33.73.93.93.63.12.82.62.52.22.01.81.61.41.31.31.21.31.62.64.16.06.96.54.911.015.719.923.223.921.423.822.618.814.710.26.84.63.32.62.42.42.83.43.94.34.34.13.93.52.92.52.32.11.81.51.31.11.01.01.01.11.52.64.56.87.57.25.711.115.719.722.424.021.824.022.118.814.710.37.04.83.52.82.52.73.23.94.75.25.24.84.23.83.12.72.42.11.81.51.21.00.90.90.91.01.52.75.18.08.48.46.710.714.718.620.622.021.322.020.517.713.910.07.04.93.62.92.72.93.44.45.36.06.25.54.64.13.42.82.52.11.81.41.10.90.80.80.91.01.42.85.48.59.09.57.510.313.917.619.621.020.820.819.416.813.19.66.94.93.63.02.72.93.54.55.46.36.45.64.74.23.52.82.52.11.81.41.10.90.80.80.91.01.42.85.48.59.19.77.610.213.717.720.021.521.221.319.616.812.99.66.94.93.73.02.82.93.44.35.15.65.65.14.44.03.32.82.52.11.81.51.21.00.90.90.91.01.52.85.38.38.88.97.010.414.117.920.021.521.321.219.717.013.29.87.05.03.83.12.82.83.23.84.44.84.74.54.13.83.12.72.42.11.81.51.31.11.01.01.01.11.52.74.77.17.77.56.011.115.219.121.322.722.122.621.118.114.210.47.35.23.93.12.82.73.03.44.04.34.44.34.03.53.02.72.62.22.01.81.51.41.31.21.21.21.62.64.36.37.26.75.111.616.420.723.625.323.525.123.219.615.45.44.03.22.82.72.83.13.64.04.24.13.83.53.23.13.02.92.62.52.32.12.01.91.81.72.12.84.15.66.36.04.511.816.921.525.126.123.926.024.520.416.05.64.13.32.92.72.83.13.64.04.24.24.04.03.93.94.04.04.04.24.24.03.83.53.12.93.03.44.35.45.95.54.111.315.920.122.824.522.724.522.719.315.35.84.43.53.02.82.93.33.84.34.54.54.44.54.85.25.45.86.26.87.47.37.06.25.24.64.34.34.95.45.65.03.710.314.117.919.821.321.021.320.017.514.05.74.53.73.12.93.23.73.94.14.44.54.54.85.46.06.47.17.98.59.08.98.88.17.16.15.45.25.35.35.14.43.29.112.315.918.019.619.819.418.015.712.85.34.43.93.33.03.33.83.73.43.73.94.14.65.36.06.57.37.98.69.79.99.58.27.46.65.85.55.24.84.33.52.58.011.014.617.218.819.118.717.014.411.54.84.54.03.32.93.23.63.22.72.93.23.43.84.45.15.66.26.97.99.19.38.97.66.65.85.34.94.54.03.32.71.87.410.213.516.117.517.817.818.118.519.219.519.018.418.017.918.017.615.913.310.64.94.43.93.12.83.03.43.12.72.72.72.62.73.03.43.74.04.75.56.36.66.25.44.53.93.73.43.12.72.21.81.27.310.113.315.917.217.517.517.618.118.819.018.617.917.617.617.717.315.512.910.15.04.33.52.82.52.62.92.92.72.52.31.91.71.82.02.12.37.910.814.116.417.918.117.716.013.310.34.93.93.12.52.22.22.22.42.32.11.81.51.41.31.31.51.78.811.814.916.417.817.917.616.414.011.04.63.52.82.32.01.81.81.81.81.61.51.31.21.11.11.21.49.813.216.417.718.818.318.717.715.312.04.53.32.62.11.81.61.61.51.51.41.31.21.11.11.11.11.210.514.618.019.820.619.220.719.516.513.04.53.32.52.11.81.61.51.51.51.41.41.31.31.21.21.11.110.614.918.420.820.619.221.020.217.013.44.73.42.62.11.81.71.71.71.71.71.61.61.61.51.41.31.19.813.516.417.718.417.318.717.915.612.64.83.62.82.31.91.91.92.02.12.02.12.12.12.11.81.61.28.511.313.714.215.014.715.214.913.411.24.53.63.02.42.12.12.32.22.22.22.62.92.72.31.91.71.36.99.211.312.012.812.812.812.411.39.63.93.43.12.52.22.32.62.21.92.12.93.43.02.11.61.51.25.47.29.110.311.011.211.110.49.27.93.43.43.22.52.22.32.62.21.82.13.13.53.11.71.21.31.04.15.67.28.49.19.19.09.19.39.69.79.59.29.19.29.49.28.47.46.43.43.22.92.32.12.22.62.42.22.43.03.42.92.11.51.41.13.24.56.07.38.08.28.58.79.09.39.39.18.98.68.58.38.07.25.95.03.32.92.52.11.92.02.22.32.32.42.62.72.52.21.81.61.12.63.65.06.16.87.27.57.88.38.68.78.48.17.87.57.26.86.04.83.92.72.52.22.01.91.81.91.91.91.91.91.91.91.81.61.30.92.12.94.15.05.76.06.36.77.17.47.47.36.96.56.26.05.64.93.83.02.22.12.22.12.11.91.71.61.51.41.41.31.31.31.11.00.71.82.53.44.24.75.05.25.55.85.96.05.95.75.45.25.04.64.03.22.42.11.91.92.02.22.32.42.21.81.51.31.11.11.01.01.00.90.70.61.52.23.03.74.14.34.44.54.54.64.74.64.64.64.54.44.03.52.82.11.81.71.81.92.01.81.92.01.91.51.21.01.01.01.00.90.80.70.61.42.12.93.63.84.03.83.73.63.63.63.73.84.04.34.13.83.22.51.91.61.51.71.91.81.51.41.81.91.51.21.01.01.11.11.11.00.80.62.92.41.81.51.41.61.81.92.52.21.71.41.31.41.71.91.21.82.12.01.82.02.32.21.91.71.71.92.32.52.42.02.02.22.01.61.31.21.31.51.71.91.91.71.41.11.01.11.62.22.01.51.31.10.81.01.52.02.12.22.02.01.81.51.41.41.51.82.22.42.42.12.11.81.51.31.21.31.31.41.41.31.21.00.90.91.11.62.12.01.10.90.90.70.81.21.61.92.01.91.71.41.21.11.11.21.41.72.12.12.01.81.61.51.41.31.21.11.00.90.70.70.81.01.52.21.91.31.21.00.80.60.81.11.31.41.31.21.00.90.80.80.91.01.21.41.51.51.51.51.61.61.51.31.10.90.70.60.60.70.91.31.81.81.61.41.20.80.50.60.70.80.90.90.80.70.70.60.60.70.70.80.91.01.11.21.51.81.51.61.51.10.80.60.50.50.50.70.91.21.41.41.31.00.60.30.40.50.50.60.60.60.50.50.50.50.50.60.60.70.80.91.11.51.91.31.61.61.20.80.60.40.40.40.50.60.80.90.90.80.70.50.30.30.30.40.40.40.40.40.40.40.40.40.40.50.50.60.71.01.41.91.21.81.71.20.70.50.40.30.20.20.30.30.30.30.30.30.30.30.30.30.30.40.40.50.60.81.21.81.51.71.61.00.70.50.40.30.20.20.20.20.20.20.30.30.30.30.30.30.30.30.30.40.50.71.01.41.61.51.20.90.60.40.30.30.20.20.20.20.20.20.20.20.20.20.20.20.30.30.30.40.40.60.81.01.31.10.90.70.50.40.30.20.10.20.20.20.20.20.20.20.20.20.20.20.20.30.30.30.40.50.70.81.00.90.80.60.40.30.30.20.10.20.20.20.20.20.20.20.20.20.20.20.20.30.30.40.40.50.70.81.00.90.70.60.40.30.20.20.20.20.20.20.30.30.30.20.20.20.20.20.30.30.30.40.50.60.81.01.21.10.90.70.50.30.20.20.20.20.30.30.40.40.30.30.30.30.30.30.30.40.40.50.60.81.11.41.41.41.20.80.50.40.30.20.30.40.40.50.60.60.50.40.40.30.30.30.40.50.60.70.91.11.41.81.31.41.41.00.60.40.20.20.40.50.70.91.00.90.80.70.50.40.40.40.50.70.91.11.21.41.72.11.01.61.61.00.60.40.20.20.50.71.11.51.61.61.41.00.70.50.50.50.70.91.31.61.82.02.12.42.21.51.31.71.61.00.60.40.20.10.61.01.52.02.12.11.91.30.90.60.50.60.81.21.82.22.22.52.42.42.21.91.61.61.30.80.50.30.20.12.32.21.91.71.51.31.00.60.40.30.20.11.91.91.51.21.00.80.60.50.30.20.10.10.61.01.41.30.91.11.41.30.90.60.50.60.91.31.41.20.91.31.61.51.10.90.70.50.40.30.20.20.10.10.50.81.01.00.80.91.11.00.70.50.50.50.71.01.21.00.91.11.31.10.80.60.50.40.30.20.20.10.10.112.511.511.011.211.611.611.411.111.212.015.613.612.412.613.013.012.812.412.914.918.116.814.614.514.814.914.614.415.717.821.219.917.316.716.917.016.816.918.920.523.522.219.418.818.919.018.918.921.322.924.323.020.520.020.320.420.120.122.223.824.322.820.720.620.820.820.720.521.924.123.821.520.220.420.720.720.620.221.023.322.720.919.720.220.720.820.419.920.322.124.322.020.720.921.221.121.020.621.423.824.923.621.421.421.721.721.521.322.724.825.324.121.621.221.621.721.421.423.424.924.923.821.220.720.921.020.820.823.224.523.122.119.919.620.020.119.819.721.622.921.420.318.518.819.419.418.918.419.721.320.318.618.018.619.219.218.818.018.320.019.218.618.519.119.619.619.218.618.419.1CalcPts_2Basketball - Full Court18.317.617.418.018.518.618.117.617.618.319.117.216.316.817.317.317.016.417.018.919.318.015.916.116.416.516.215.917.619.320.118.716.115.515.815.815.715.918.419.920.118.615.714.915.015.115.015.518.420.018.416.914.313.813.914.013.814.216.618.316.214.512.412.412.612.612.412.414.216.313.911.911.011.211.511.511.311.011.813.911.310.610.110.510.610.710.510.210.611.4CalcPts_3Basketball - Half Court0.81.31.71.61.21.51.71.51.00.70.60.71.01.51.81.71.62.1Path_11.51.71.81.51.71.81.61.21.01.01.31.61.61.5Path_21.42.12.73.02.93.13.23.02.72.62.62.83.23.43.42.92.9Path_30.91.31.61.71.61.41.11.11.21.62.02.01.51.8Path_49.59.89.79.28.37.57.47.37.27.37.78.18.28.07.36.25.44.73.93.02.3Path_5RRRRRRRPISMO STREETNIPOMO STREET BEACH STREET PHOTOMETRIC DATA USED AS INPUT FOR THESE CALCULATIONS IS BASED ON ESTABLISHED IESNA TESTING PROCEDURES AND PUBLISHED LAMP RATINGS. FIELD PERFORMANCE WILL DEPEND ON ACTUAL LAMP, BALLAST, ELECTRICAL, AND SITE CHARACTERISTICS. Calculations have been performed according to IESNA standards and good practice. Some differences between measured values and calculated results may occur due to tolerances in calculation methods, testing procedures, component performance, measurement techniques and field conditions such as voltage and temperature variations. Input data used to generate the attached calculations such as room dimensions, reflectances, furniture and architectural elements significantly affect the lighting calculations. If the real environment conditions do not match the input data, differences will occur between measured values and calculated values. SCALE OF SHEET DATE DRAWING NO. / INPUT FILE PROJECT DESCRIPTION REV REPORT FOR : SALES REPRESENTATIVE : APPLICATION ENGINEERING : JOHN A. RAMOS ASSOCIATED LIGHTING REPRESENTATIVES, INC. Associated Lighting Representatives, Inc. EMERSON PARK SAN LUIS OBISPO, CA 22608JDS-A-R0 0 1 1 2/1/2024 1" = 20' NAJIB ANWARY, P.E., LEED AP (BD+C) AURUM CONSULTING ENGINEERS JD STEPHENSPRELIMINARY - NOT FOR CONSTRUCTION( ALL VALUES SHOWN ARE MAINTAINED HORIZONTAL FOOTCANDLES AT FINISHED GRADE, U.O.N. )SCALE: 1" = 20'-0"LIGHTING PLAN - PHOTOMETRIC ANALYSIS - LAYOUT VERIFICATIONNote: Unless otherwise specified - the lamp lumen depreciation (LLD) for legacy sources used in these calculations is based on publishedmean lumen ratings by major lamp manufacturers; 0.80 LLD for pulse start metal halide; 0.90 LLD for high pressure sodium; 0.95 LLD forlinear T8 and T5 fluorescent; 0.86 LLD for compact fluorescent and induction; 0.88 LLD for Cosmo and Elite lamps. 0.94 LDD for all LEDsources. Unless otherwise noted - 0.90 luminaire dirt depreciation (LDD) is commonly applied. In cases where appropriate - ballast factor (BF)is applied. Additional user defind factors (UDF) may be applied if necessary to represent luminaire performance to a higher degree ofaccruracy. Total light loss factor (LLF) is the product of all multiplied loss factors.PLAN VIEWASSOCIATED LIGHTING REPRESENTATIVES, INC.NOT FOR QUOTING PURPOSESD-5.88(0.6917)8800 BAYMEADOWS WAY WEST, SUITE 500, JACKSONVILLE, FL 32256 AGi32 VERSION 20.0 AGi (C) 2024 LIGHTING ANALYSTS, INC. From REVALIZE SOFTWARE Oakland, CA 7777 Pardee Lane 94621 510-638-3800 Fresno, CA 2720 North Grove 93727 559-453-0444 Sacramento, CA 1912 Del Paso Rd. 95834 916-383-4545 Reno, NV 9070 Double Diamond Pkwy. 89521 775-849-9770 Oregon / SW Washington 800 C Street Vancouver, WA 98660 503-894-7500 SEAL,PAINTED GALVANISED PROFILE WASHER & 30mm EPDMWASHER ON 75mm SHS SUPAGAL ROOF RAFTERS ALLFLASHINGS .55mm ZM8 3 0 0 1 .5 m m [1 1 81 8 i n ] 11/8/22 in]353.7 mm [137 8 in] 38.1 mm [11 2 in]38 mm[112 in]152.4 mm [6 in] LOCATION OF WASH SOLENOIDS COMPLIES TO DEDICATED ELECTRICAL SPACE AS PER NEC 110.26(E)(1) LOCATION OF VALVE TRAIN COMPLIES TO DEDICATED ELECTRICAL SPACE AS PER NEC 110.26(E)(1) -SEE P14 FOR DETAILS 60 mm[238 in]11/8/22 AS PER NEC 110.26.(E)(1)864.2 mm[34 in]18" W x 30" D GRADE BEAM W/3-#5 T&B & #3 TIES @ 12" OC TYP 18" W x 30" D GRADE BEAM W/3-#5 T&B & #3 TIES @ 12" OC TYP 11/8/22 W x 30" D GRADE BEAM W/3-#5 T&B & #3 TIES @ 12" OC TYP 11/8/22 OF POWER FAILURE MILES NELSON RECESSED FLUSH PULL HANDLE ON INSIDE OF DOOR TO OPEN IN CASE OF POWER FAILURE 18" W x 30" D GRADE BEAM W/3-#5 T&B & #3 TIES @ 12" OC TYP 18" W x 30" D GRADE BEAM W/3-#5 T&B & #3 TIES @ 12" OC TYP 11/8/22 ROOF RAFTERS ALL FLASHINGS .55mm ZM8 18" W x 30" D GRADE BEAM W/3-#5 T&B & #3 TIES @ 12" OC TYP 11/8/22 11/8/22 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 A A B B C C D D E E F F G G H H I I J J Drawn by: Approved by: Creation Date: Rev. Finish: Description: Drawing No:Material: SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE Proj: Checked by: Units: Sheet No. Scale:Tolerance: DO NOT SCALE - IF IN DOUBT ASK ASJUP22DD-US1BON 24/08/20221-H 12 JUPITER TWIN ACCESSIBLE USA JJG in N.T.S. REF 26 Paramount Dve Henderson 0610 PO Box 33-256 Takapuna, Auckland T: +64-9-838-8912 F: +64-9-838-8913 +/-0.5 R Rev Date. 16/04/2012 New Zealand Australia Unit 18, 62-66 Newton Rd Wetherill Park PO Box 12 Liverpool NSW 1871 T: +61-2-975-3444 F: +61-2-1-800-105-504 954 Toro St San Luis Obispo CA 93401 PO Box 13310 San Luis Obispo CA 93406 T: (800) 676-5290 or 1-800-303-3506 USA B 11/8/22 (1) -SEE P14 FOR DETAILS 11/8/22 60 PSI 11/8/22 )APPROX. 920mm (36 14")11/8/22 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 A A B B C C D D E E F F G G H H I I J J Drawn by: Approved by: Creation Date: Rev. Finish: Description: Drawing No:Material: SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE Proj: Checked by: Units: Sheet No. Scale:Tolerance: DO NOT SCALE - IF IN DOUBT ASK ASJUP22DD-US1BON 24/08/20221-H 2 JUPITER TWIN ACCESSIBLE USA JJG in N.T.S. REF 26 Paramount Dve Henderson 0610 PO Box 33-256 Takapuna, Auckland T: +64-9-838-8912 F: +64-9-838-8913 +/-0.5 R Rev Date. 16/04/2012 New Zealand Australia Unit 18, 62-66 Newton Rd Wetherill Park PO Box 12 Liverpool NSW 1871 T: +61-2-975-3444 F: +61-2-1-800-105-504 954 Toro St San Luis Obispo CA 93401 PO Box 13310 San Luis Obispo CA 93406 T: (800) 676-5290 or 1-800-303-3506 USA G 11/8/22 BRAILLE MAXACCESSIBLE RESTROOM BRAILLE WITH TACTILE CHARACTERS WALL SIGNS AS PER 2019 CBC, 11B-703.4. NOTE: NO BRAILLE ON SIGNS OR BUTTONS BETWEEN FFL & 48" ABOVE FFL INDICATOR LIGHTS - NO BRAILLE BETWEEN FFL & 48" ABOVE FFL 11/8/22 11/8/22 90202.50202.31202.39202.06202.03202.49202.20202.32202.33202.88203.32203.62203.40203.53203.70203.98203.55203.58203.60203.65203.70203.68203.60203.56203.30203.12202.95202.79202.75202.85203.06202.97202.97202.94202.94202.83202.55202.65202.77202.85202.85202.91202.95202.97202.96202.96203.12202.68203.12203.20203.22203.41203.75204.01204.06204.09204.10203.96203.97203.97203.96203.86T 10T 12T 12T 8203.05203.69203.65203.87204.17203.74203.73203.56203.41203.24203.09203.05203.02203.00203.33203.08202.76202.71202.67202.88202.92202.80202.66202.41202.48202.55202.66202.90202.96203.00202.95202.89202.75202.64202.78202.79202.84202.80202.80202.28203.06203.30202.03201.78201.70201.73201.76201.13201.08200.87201.09202.19202.85202.86201.94202.02202.41202.85202.56202.72202.48202.47204.36204.20204.27204.16203.98202.00201.16201.15201.05200.97200.81201.29201.35201.36200.91200.99200.21200.01199.42196.10196.10196.04195.60196.03195.77195.30200.33200.328201.78MAG203.54203.60203.72203.87203.89203.98204.03204.04T 8203.68204.20203.94203.91203.97204.07204.11204.08204.21204.56204.59204.52204.49204.11203.79203.42203.39203.47203.60203.60203.40203.36203.24203.32203.21203.18203.11203.09203.05203.08203.18203.12203.14203.16203.23203.25203.29203.30203.32203.11203.11203.07203.18203.29203.29203.22203.39203.27203.30203.27203.36203.33203.37203.38203.34203.35203.37203.38203.37203.36202.94202.96203.04203.29203.31203.13203.08203.12203.08203.17203.15203.36203.31203.30203.28203.32203.27203.05203.06203.10203.34203.34203.39202.89202.95203.17203.09203.35203.38203.47203.38203.05203.17203.35203.35203.32203.32203.09203.14203.35203.36203.18203.16203.15203.20203.19203.64203.65203.68204.03204.37204.42204.48204.52204.38204.30204.28204.15204.00204.03203.98204.02204.10204.00203.97203.89203.68203.47203.11203.20203.16203.13203.18203.41203.22203.20203.33203.22202.95202.89202.86202.86T 10T 10T 12T 15T 12T 18T 15T 12T 12T 15T 24203.52203.54203.66203.78203.55203.73203.70203.82203.82203.46203.50204.53204.38204.42204.42204.34203.67203.74203.53203.21202.91202.73203.53203.28203.17203.35203.38203.39203.90204.25204.39203.89203.48204.00204.04204.30203.96203.81203.75203.94203.92203.64203.59203.90203.81203.57203.45203.79203.62203.37203.36203.53202.91203.05203.13202.97203.07203.18203.26203.12203.25203.41203.52203.41204.49204.32204.07204.23204.26203.95203.71203.53203.50203.25203.88T 8T 15203.92203.62203.67203.62203.62203.79203.98204.20203.77203.47203.44204.09203.58204.30204.29204.04203.91203.30203.31202.92202.73202.61202.51202.31202.09201.72201.52201.28200.91200.57200.31200.17200.05200.20200.56201.04201.26201.20201.13201.04200.86200.77200.73200.42200.06200.06199.97200.21200.56200.56200.62200.90200.84201.00201.10201.17201.25201.42201.56201.96202.38202.11202.34202.39202.30202.18202.27202.43202.82202.83202.81202.92202.93202.81202.90203.06203.33203.47203.39203.46203.59203.52203.37203.44203.44203.48203.34203.24203.13203.02202.13202.16202.30202.43203.43203.09203.01202.93202.92202.78200.20200.08200.26200.30202.98202.97202.97203.19203.41203.34203.37203.37203.32203.28203.33203.35203.34203.32203.27203.20203.27203.33203.21203.16202.93203.07203.26203.25203.31203.40203.36203.28203.30203.31203.32203.38203.40203.39202.95202.93202.90203.00202.94202.99202.86202.67202.77202.92203.58203.14203.12203.21203.35203.34203.35203.27203.22203.19203.04202.78202.70202.69202.70203.12203.14202.94202.95202.93202.97202.94203.06203.15203.32202.46202.20201.71202.21201.76201.88201.76202.00201.91202.15202.12202.26202.31202.26202.19202.35202.37203.22203.31203.26203.21203.30203.30203.36203.33203.33203.37203.36204.02204.02204.01204.00204.00204.01T 12T 10T 12T 14T 14T 30T 24T 24T 08T 24T 24T 9T 28T 48T 40T 30T 18T 8T 18T 36T 24T 36T 24T 28204.19203.87203.80202.93202.51201.82201.24201.12200.79200.57200.14198.92198.15196.99196.88196.50197.11197.40197.84198.35198.51198.78199.22199.60199.88199.87196.75196.99197.20197.40197.40197.04196.88196.51196.33196.32195.86196.86203.900.00202.93202.90202.95202.94202.90202.74202.67202.51202.13201.38201.00200.54200.34198.54200.70200.26200.23199.98199.91198.94198.05197.60197.62197.56196.69195.75195.64195.73196.02195.97196.15196.09196.54196.72197.10197.27196.99197.08197.14197.13197.06196.94196.78196.65196.20196.14196.42196.89197.23197.74197.87197.04196.91199.02199.06199.09199.08197.15196.34196.18196.07196.00196.05196.08196.77196.81196.81196.77196.21196.28196.36196.59196.70196.52196.35196.13195.99195.75195.57195.47195.64196.33197.06197.74198.40199.25199.74200.13200.36200.37200.78201.27201.61201.87202.27202.75203.21203.34203.43201.92200.38195.96195.98195.78195.76195.45194.91195.72195.89195.62195.08195.85196.32196.66196.85196.80196.62196.39196.18196.02195.72195.30196.43197.21197.91198.61199.40199.97200.46200.97201.49202.01202.43202.88203.36203.79203.98203.72202.88202.12201.07199.92198.54202.63202.42201.94201.22200.52200.14199.81199.40199.20199.23199.48199.79200.07200.24200.72200.68200.37199.99199.73199.58199.59199.71199.68199.39199.50199.23199.03198.94198.96199.33199.61199.89200.12199.97199.55199.18198.92198.63198.32198.37197.82198.16198.35198.69199.09199.38199.77199.66199.24198.75198.39197.98197.48197.02197.15197.10197.43198.02198.59199.12199.47199.68199.00198.60197.96197.40197.08196.85196.49197.07197.48198.13198.84199.28199.95200.09200.55200.22200.19199.76200.55200.93201.32201.61201.24200.72199.72200.42200.60200.37199.95199.53197.44197.14197.14197.16202.38202.68202.52202.70202.88202.53202.71202.60202.67202.65202.69202.78203.42203.42203.40203.41203.40203.41203.68203.69203.68203.69203.68203.66202.82203.01203.42203.21202.74202.91202.95202.99202.97202.95202.92202.96200.77200.44201.66201.24201.17201.09200.98200.94200.84200.57200.29200.04200.10200.16200.20200.22200.23200.55200.90201.00200.79200.48200.22203.09202.85202.71202.66202.51202.22201.90201.50201.33201.33201.28201.12200.48200.31200.05199.68199.16199.06199.77200.05200.03200.48201.16201.76202.03202.41202.64201.35201.34201.30201.30199.09202.58202.76202.94203.17203.26203.30203.23202.80202.55202.55202.42202.49201.89201.19201.02201.09201.20201.65201.96202.42202.06202.55202.96203.02203.14203.08202.10202.46202.29202.32202.18202.18202.30202.14202.34202.40202.43202.37202.33202.44202.31202.25201.92202.01202.03201.98202.02201.98201.95202.02202.10202.06201.97202.00202.06202.10202.08202.60203.35203.39203.52203.49203.51203.53203.52203.52203.49203.50203.60203.41203.36203.35203.38203.64203.31203.59203.37203.40203.34203.37203.31203.31203.32203.33203.38203.42203.37203.34201.46201.03201.00200.92200.63200.70200.98201.20200.97201.29201.30201.39201.74202.21202.31202.92202.72202.08201.76201.64201.62201.72202.30202.20202.06202.33202.92202.73202.45202.25202.29202.67202.61202.24202.32202.27202.38199.28199.32199.33199.31196.83197.10203.65203.97203.81203.63203.68203.34203.75203.80203.84204.02202.68202.81203.03203.03203.03203.04N34° 52' 05.83"W 1045.60WWWWWWWWGGGGGGGGGFWSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS PACIFIC STREETNIPOMO STREETPISMO STREETBEACH STREETSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSAPPROX 6" VCP SS APPROX 6" VCP SSAPPROX6" VCP SSAPPROX 6" VCP SS WWAPPROX 6" C900 WATER MAIN APPROX 12" C900 WATER MAINCEEEEEEEE E E E E E E E EE E E E E E E E EEEEEE EE E E COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOME E E E COMCOMCOMCOMCOMCOMCOMCOMCG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GAPPROX 4" GAS APPROX 8" CIP WATER COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMS S SSSS SS SS SS SS SS SS CCE(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGAPPROX 2" GASAPPROX TELEAPPROX TELEAPPROX 8" C900 WATERDRINKINGFOUNTAINBOCCE COURT BOCCE COURTBASKETBALL COURTFITNESS AREACHAIN LINKBACK STOPS36° 27' 17.07"E324.27BM 92BENCHBENCHBENCHBENCHBENCHBENCHBENCHBENCHSHEDSHEDCOMMUNITY GARDENS(GARDEN OUTLINES APPROXIMATE)HVAC CONDENSERSBENCH200198196196198 200200200202204204204204204204196198 2 0 2 20020220020 2 202 202 198196202202202 200JPJP APPROXJPJPJPSD CURB OUTLET (COVERED)SD OUTLET UNKNOWNSD INLET SILTED INBFP IN FENCED AREAWWWWVAULT FFEMERSON PARKCITY OF SAN LUIS OBISPOPARKS AND RECREATIONOFFICE BUILDINGBIKE RACKSPLAYGROUNDPORCHPORCH199201203203197199 2012032011992MON 80431000206.11BM 92T1JPRC22162TOPOGRAPHIC SURVEY 020'10' 20'40'1" = 20'SIGNSURVEY CONTROL POINTEXISTING CONTOURSSURVEY NOTESLEGEND1. DATE OF TOPOGRAPHIC ENGINEERING SURVEY: 3/15/2023-3/17/20232. BASIS OF BEARINGS: CALCULATED BEARING OF N34° 52' 05.83"W(NAD 83(92) Z5) BETWEEN CONTROL POINTS 1, MON 8207, ATINTERSECTION OF NIPOMO AND PACIFIC AND 2, MON 8043, ATINTERSECTION OF NIPOMO AND MONTEREY, DISTANCE 1045.60FEET PER CITY HORIZONTAL CONTROL NETWORK 2007.3. BENCHMARK: POINT 1000, A FOUND BM 92, 2" ALUMINUM DISC 10FEET NORTHERLY OF B.C.R. AT NW CORNER OF INTERSECTION OFNIPOMO AND BUCHON, S36°27'17.07"E, 324.17 FEET FROM CONTROLPOINT 7, ELEVATION 206.11' NAVD 88 PER CITY 2020 BENCH MARKSYSTEM.4. THIS IS NOT A BOUNDARY SURVEY. PROPERTY LINES ANDEASEMENTS NOT SURVEYED5. ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. ALLSTREET UTILITY LOCATIONS BASED ON UTILITY MAPS PROVIDED BYCITY AND CITY GIS MAPS. ALL SITE UTILITY LOCATIONS ARE BASEDON PRIVATE UTILITY LOCATOR MARKINGS.6. CONTOUR INTERVAL IS 1 FOOT.7. TREES UNDER 8" NOT SURVEYEDOVERHEAD ELECTRICGRADE BREAKE(O/H)E(O/H)E(O/H)TREECHECKED BY:DRAWN BY:SHEETDESCRIPTION 4 3 2 1 0 REV.BY DATEJOB NUMBER:RELEASED FOR CLIENT REVIEW ONLY RTC 04/14/2023 PREPARED AT THE REQUEST OF EMERSON PARK TOPOGRAPHIC SURVEY SSA LANDSCAPE ARCHITECTS 303 POTRERO STREET, SUITE 40-C SANTA CRUZ, CA 95060-2778 CIVIL+STRUCTURAL ENGINEERING 224 Walnut Ave, Suite B Santa Cruz, CA 95060 Phone (831) 426-3186 MME, INC. Engineer retains all right and title. No part may be reproduced in any fashion or medium without the express written permission of the Engineer.These drawings are Instruments of Service, issued for a one-time, single use by the Owner. The entire contents of these Drawings are Copyright c 2023LIGHTDRAINAGE INLETSEWERSSSSSSGASGGGCOMUNICATION COMCOMCOMWATERWWWJOINT POLEGUY ANCHORWATER VALVEI:\22162 SSA - Emerson Park\dwg\T1 - TOPO.dwg, 4/14/2023 11:53:31 AM, DWG To PDF.pc3 EMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO. DATE PURPOSEDRAWN BYCHECKEDSCALEDATEJOB03 . 08. 2024230001.00303 potrero street, suite 40-csanta cruz, ca 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCH50% CD - NOT FOR CONSTRUCTION COVER SHEET CHJBCOVER SHEETG-1.0EMERSON PARKPROJECT DESIGN TEAM:&ANDCMU CONCRETE MASONRY UNIT FG FINISH GRADE ELEVATION -SOFTSCAPENIC NOT IN CONTRACTSPECS SPECIFICATIONS@ATCSDG CEMENT STABILIZEDDECOMPOSED GRANITEFLFLOW LINENOM NOMINALSS SANITARY SEWERACASPHALTCTSK COUNTER SUNKFLG FLANGEDNTS NOT TO SCALESSMH SANITARY SEWERMANHOLEACC ACCESSIBLEDEPT DEPARTMENTFS FINISH SURFACE ELEVATION -HARDSCAPEOC ON CENTERSTA STATION POINTADJADJUSTABLEDFDRINKING FOUNTAINFTG FOOTINGOD OUTSIDE DIAMETERSWL STATIC WATER LEVELAFFABOVE FINISH FLOOR DG DECOMPOSED GRANITEGALV GALVANIZEDPA PLANT AREATBRTO BE REMOVEDALTALTERNATEDIA DIAMETERGB GRADE BREAKPC PLUMBING CONTRACTORTC TOP OF CURBAGAGGREGATEDIMDIMENSIONHDHOT DIPPEDPOB POINT OF BEGINNINGTFTG TOP OF FOOTINGAPPROX APPROXIMATEDS DOWN SPOUTHDR HEADERPOC POINT OF CONNECTIONTHKTHICKARCH ARCHITECTURALDWG DRAWINGHOR HORIZONTALPOT POINT OF TANGENCYTPTOP OF PAVINGBCBOTTOM OF CURBEAEACHHPHIGH POINTPNTPOINTTS TOP OF STEPBLDG BUILDING(E) EXISTINGINVINVERT ELEVATIONPTPRESSURE TREATEDTRANS TRANSFORMERBOC BACK OF CURBEC ELECTRICAL CONDUCTORIRRIG IRRIGATIONRRADIUSTWTOP OF WALLBOW BACK OF WALKEG EXISTING GRADEJBJUNCTION BOXRDWDREDWOODTYPTYPICALBWBASE OF WALLEJEXPANSION JOINTLALANDSCAPE ARCHITECTREBARREINFORCEMENT BARUNO UNLESS NOTEDOTHERWISECBCATCH BASINELEVELEVATIONLF LINEAR FEETREQ'D REQUIREDVERTVERTICALCIPCAST IN PLACEEPEDGE OF PAVINGMAX MAXIMUMRIMRIM ELEVATIONW/WITHCJCONTROL JOINTEQ EQUALMBMACHINE BOLTRO ROUGHWC WATER CLOSETCLCENTERLINEEXPEXPOSEDMC MECHANICAL CONTRACTORRPRADIUS POINTWPWEAKEND PLANE JOINTCLR CLEARFOB FACE OF BUILDINGMFG MANUFACTURERS/S STAINLESS STEELWWMWELDED WIRE MESHCOCLEAN OUTFOC FACE OF CURBMIN MINIMUMSCH SCHEDULECONC CONCRETEFDFLOOR DRAINMTL METALSIM SIMILARCONT CONTINUOUSFFEFINISH FLOOR ELEVATION(N)NEWSF SQUARE FOOTSITE SECTIONDATUM REFERENCEREVISION REFERENCENORTH ARROWN o r t h1SHEET MATCH/CONTINUATION LINELIMIT OF WORKPROPERTY AND BOUNDARY LINESCENTER LINESBREAKLINEAREA MAPPROJECT MAPGENERAL NOTESGENERAL ABBREVIATIONSAPPLICABLE CODESCITY OF SAN LUIS OBISPO1341 NIPOMO ST, SAN LUIS OBISPO, CA 93401CONTACT: ERICA LONGPHONE: 805-783-7758 LANDSCAPE ARCHITECTHIDDEN LINEPROPOSED CONTOUR LINEEXISTING CONTOUR LINE(104)LIMIT OF ADDITIVE ALTERNATE WORK104L-1.0L-2.0L-2.1L-2.2L-3.0L-4.0L-5.0L-6.0L-7.0 - L-7.3L-8.0 - L-8.1DEMOLITION PLANSITE PLANACCESSIBILITY PLANPLAYGROUND ENLARGEMENT PLANRESTROOM BUILDING PLANLAYOUT PLANIRRIGATION PLANPLANTING PLANCONSTRUCTION DETAILS & ELEVATIONSLANDSCAPE DETAILSSHEET INDEXSECTION G - GENERALSECTION C - CIVILCOVER COVER SHEET / SHEET INDEXC-1.0C-2.0C-3.0IMPERVIOUS AREA SCHEMATICGRADING AND DRAINAGE PLANUTILITY PLANSECTION S - STRUCTURALS-1.0S-2.0REBAR SCHEDULEKEY PLANSECTION E - ELECTRICALE-0.1E-0.2E-1.1E-2.1E-6.1E-6.2E-7.0SYMBOLS, SCHEDULE, NOTES & SHEETS INDEXCALIFORNIA ENERGY COMPLIANCE OUTDOOR TITLE-24SINGLE LINE DIAGRAM & DETAILSELECTRICAL SITE PLANELECTRICAL DETAILSELECTRICAL DETAILS & PANEL BOARD SCHEDULEPHOTOMETRIC ANALYSIS1101CIVIL & STRUCTURAL ENGINEERSECTION L - LANDSCAPESSA LANDSCAPE ARCHITECTS, INC.CONTACT: CHRISTIAN HARRIS303 POTRERO STREET, SUITE 40-CSANTA CRUZ, CA 95060(831) 459 - 0455MME CIVIL + STRUCTURAL ENGINEERINGCONTACT: RODNEY CAHILL224 WALNUT AVE #BSANTA CRUZ, CA 95060TEL. 831-426-3186LIGHTING ENGINEERAURUM CONSULTINGCONTACT: NAJIB ANWARY1798 TECHNOLOGY DRIVESAN JOSE, CA 95110TEL. 408-564-79252022 CALIFORNIA GREEN BUILDING STANDARDS CODE2022 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24, C.C.R.2022 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24, C.C.R.TITLE 19, C.C.R., PUBLIC SAFETY, OFFICE OF THE STATE FIRE MARSHAL REGULATIONS2022 NFPA 72 - NATIONAL FIRE ALARM CODE WITH CALIFORNIA AMENDMENTSPROJECT DESCRIPTIONTHIS PROJECT INCLUDES THE FOLLOWING:·TREE PROTECTION·EXISTING UTILITY PROTECTION·GRADING & EROSION CONTROL·SITE IMPROVEMENTS- PERIMETER FENCE, DOG PARK, PLAYGROUND, BOCCE COURTS, SPORTCOURTS, SHADE STRUCTURES, RESTROOM BUILDING·PLANTING AND IRRIGATION1. DESIGN INTENT: THESE DRAWINGS AND ACCOMPANYING TECHNICAL SPECIFICATIONS REPRESENT THE GENERAL DESIGN INTENT TO BE IMPLEMENTED ON THE SITE. THECONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE ARCHITECT FOR ANY ADDITIONAL CLARIFICATION OR DETAILS NECESSARY TO ACCOMMODATE SITE CONDITIONS.2. CONTRACTOR SHALL INFORM THEMSELVES OF, AND FULLY ADHERE TO THE ZONING AND ORDINANCE REGULATIONS OF THE CITY AND/OR COUNTY WHERE THE PROJECT IS LOCATED,THE RULES, REGULATIONS AND REQUIREMENTS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK, AND ALL FEDERAL AND STATE LAWS, CODES ORREGULATIONS REGARDING CONSTRUCTION ACTIVITY.3. CONTRACTOR SHALL INVESTIGATE AND PROCURE, AT THEIR EXPENSE, ANY AND ALL PERMITS THAT MAY BE REQUIRED ON PROJECT. PRIOR TO BIDDING, THE CONTRACTOR SHALLVISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING SITE CONDITIONS.4. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNERS REPRESENTATIVE IF DISCREPANCY IS SUSPECTED BETWEEN THE SITE AND WHAT IS CONTAINED IN THE CONTRACTDOCUMENTS. NO ALLOWANCES WILL BE MADE TO THE CONTRACTOR DUE TO THEIR LACK OF FAMILIARITY WITH THE SITE CONDITIONS. CONTRACTOR SHALL CALL OUT"USA"-UNDERGROUND SERVICE ALERT (800-642-2444) AND HAVE USA THOROUGHLY MARK OUT ALL PUBLIC UTILITIES ON, OR ADJACENT TO THE SITE PRIOR TO ANY DEMOLITION OREXCAVATION WORK. CONTRACTOR SHALL RECORD OR MAINTAIN USA MARKINGS IN LEGIBLE AND ACCESSIBLE FORM FOR DURATION OF PROJECT.5. CONTRACTOR SHALL AT ALL TIMES PROVIDE NOISE, DUST AND LITTER CONTROL ON THE PROJECT IN ACCORDANCE WITH GOVERNING AGENCIES OR DOCUMENTS LISTED ABOVE ANDPER THE DISCRETION OF THE OWNERS REPRESENTATIVE.6. CONTRACTOR SHALL INSURE PROPER POSITIVE DRAINAGE TO EXISTING DRAINAGE STRUCTURES AT ALL TIMES. IF OPERATION OF ANY EXISTING DRAINAGE STRUCTURE OR UTILITYIS INTERRUPTED BY THE CONTRACTORS WORK, CONTRACTOR MUST HAVE ACCEPTABLE ALTERNATE METHODS IN PLACE PRIOR TO INTERRUPTION. THE OWNERS REPRESENTATIVESHALL DETERMINE THE ACCEPTABILITY OF SUCH ALTERNATE METHODS.7. CONTRACTOR SHALL PROVIDE AND MAINTAIN EROSION CONTROL MEASURES IN CONFORMANCE WITH STANDARD CONSTRUCTION PRACTICES AS REQUIRED TO PROTECT THEPROJECT AND/OR ADJACENT PROPERTIES FROM DAMAGES DUE TO NATURAL OR MAN-MADE EROSIVE FORCES.8. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING DAMAGES OR DAMAGED AREAS TO AN AS-WAS OR BETTER CONDITION IF IT CAN BE REASONABLY CONSTRUED THATSUCH DAMAGES WERE DUE TO THE CONTRACTORS CONSTRUCTION ACTIVITY OR LACK OF AMPLE PROTECTIVE MEASURES. REPAIRS SHALL BE MADE SUBJECT TO THE DISCRETIONOF THE OWNERS REPRESENTATIVE.9. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL CERTIFY THAT ALL WORK HAS BEEN INSTALLED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ALL VARIATIONSFROM THE DOCUMENTS MUST BE PRESENTED TO THE OWNERS REPRESENTATIVE ACCURATELY AND/OR GRAPHICALLY ON RECORD DRAWINGS PRIOR TO FINAL ACCEPTANCE.REFER TO SPECIFICATIONS FOR ADDITIONAL CLOSE-OUT INFORMATION AND PROCEDURES.10. CONTRACTOR SHALL DILIGENTLY PROTECT THE PROJECT SITE AND ALL CONSTRUCTION MATERIALS FROM VANDALISM OR DAMAGE UNTIL PROJECT FINAL ACCEPTANCE.11. CONTRACTOR SHALL PROVIDE DRINKING WATER AND PORTABLE REST ROOM FACILITIES FOR WORKER USE DURING CONSTRUCTION AT CONTRACTORS EXPENSE.12. CONTRACTOR SHALL MAKE ALL ARRANGEMENTS AND PAY ALL FEES TO ACQUIRE A METERED HOOKUP TO A CITY WATER SOURCE FOR ANY CONSTRUCTION WATER. ALL COSTS FORSUCH WATER USE SHALL BE BORNE BY THE CONTRACTOR. ADDITIONALLY, CONTRACTOR SHALL PAY FOR IRRIGATION WATER USED DURING CONSTRUCTION AND MAINTENANCEPERIODS. IT IS THE CONTRACTORS RESPONSIBILITY TO INCLUDE ANTICIPATED COSTS IN THE BID PRICE.PROJECTLOCATIONNTSSITE MAPN o r t hMARSH ST.NIPOMO ST. HW Y 1 0 1 NTSSITE MAPN o r t hPROJECTLOCATIONHW Y 1 0 1 MARSH ST.BROAD ST.REFERENCE SYMBOLSSECTION B - BATHROOM BUILDINGB-5 - B-10B-11B-12P-13 - P-15G-2G-16 - G-17BATHROOM BUILDING FLOOR PLAN & ELEVATIONSSCHEMATIC SERVICE PLANSINGLE LINE DIAGRAMBATHROOM PLUMBINGACCESSIBLE DETAILSDOOR SIGN DETAILSGEOTECHNICAL SERVICESGEOSOLUTIONSCONTACT: BRIAN JAGGER220 HIGH STREETSAN LUIS OBISPO, CA 93401TEL. 805-543-8539ARBORISTHERITAGE TREECONTACT: RODNEY D. THURMAN1343 BISHOP STREETSAN LUIS OBISPO, CA 93401TEL. 805-234-8760SECTION R - REFERENCER-1.0 TOPOGRAPHIC SURVEY O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)GGGGGGGGGGGGGGGGGGGGGGGAPPROX 2" GASAPPROX TELEAPPROX TELEBM 92WWPISMO STREETPACIFIC STREETBEACH STREET EMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO. DATE PURPOSEDRAWN BYCHECKEDSCALEDATEJOB03 . 08. 2024230001.00303 potrero street, suite 40-csanta cruz, ca 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCHN o r t h040201050% CD - NOT FOR CONSTRUCTION DEMOLITION PLAN 1" = 20'-0"CHJB& DEMOLITION PLANEXISTING CONDITIONSL-1.0DEMOLITION NOTESSYMBOL DESCRIPTION#DEMOLITION TAGDEMOLITION LEGEND#PRESERVATION TAGCLEAR AND GRUB (E)LANDSCAPE AREA PER NOTE(+/- XXXX SF)DEMOLITION SCHEDULEDEMOLITIONCLEAR AND GRUB (E) LANDSCAPE AREADEMOLISH & REMOVE (E) TREE0102PRESERVATION & PROTECTION(E) UTILITIES, PROTECT IN PLACE0102030405(E) TREE TO BE REMOVED(E) TREE TO REMAIN(E) TREE, PROTECT IN PLACE(E) FITNESS COURT & PERIMETER HARDSCAPE,PROTECT IN PLACE01TYP.030406DEMOLISH & REMOVE (E) CONCRETE1. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO ANYEXCAVATION OR DEMOLITION.2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING ABOVE-GROUND UTILITIES ANDPROVIDE FOR THEIR TEMPORARY DISCONNECTION, PROTECTION, REMOVAL AND/OR STORAGEAS MAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THEOWNER TO DETERMINE WHETHER TEMPORARY SERVICES ARE NECESSARY.3. ALL SPOILS AND DEBRIS FROM THE DEMOLITION WORK SHALL BE HAULED OFF SITE BYCONTRACTOR AND BE DISPOSED OF IN A LAWFUL MANNER AS IT ACCUMULATES. EXCAVATED,CLEAN FILL MAY BE USED IN CONSTRUCTION IF APPROVED BY THE OWNERS REPRESENTATIVE.4. CONTRACTOR SHALL REVIEW ALL RELATED WORK REQUIRED ON ALL OTHER DRAWING SHEETSAND/OR SPECIFICATIONS PRIOR TO BIDDING.5. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE IN ANY WAY, ANY EXISTING ELEMENTS NOTDESIGNATED FOR REMOVAL. SUCH DAMAGE IS THE RESPONSIBILITY OF THE CONTRACTOR,AND SHALL BE REPAIRED OR REPLACED TO AN "AS-WAS" OR BETTER CONDITION BY THECONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.6. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD AND CHALKED, FLAGGED OR STRING-LINEDPRIOR TO ANY CONSTRUCTION. IF ANY DISCREPANCIES OCCUR, NOTIFY OWNERSREPRESENTATIVE IMMEDIATELY BEFORE PROCEEDING. THE DEPTHS OF ITEMS TO BEREMOVED, UNLESS NOTED, SHALL BE DETERMINED BY THE CONTRACTOR BY VISITING THE SITE.7. PROTECT TREES WITHIN THE PROJECT SITE WHICH ARE INDICATED TO BE LEFT IN PLACE ANDWHICH MIGHT BE DAMAGED DURING DEMOLITION, BY SIX FOOT HIGH FENCES. ERECT FENCESAT THE OUTER PERIMETER OF BRANCHES OF INDIVIDUAL TREES OR FOLLOW THE OUTERPERIMETER OF BRANCHES OF CLUMPS OF TREES. RESTORE TREES SCARRED OR DAMAGED BYCONTRACTOR EQUIPMENT OR OPERATIONS TO THEIR ORIGINAL CONDITION OR REPLACE ASDETERMINED BY OWNER'S REPRESENTATIVE. OWNER'S REPRESENTATIVE WILL APPROVERESTORATION PROCEDURES PRIOR TO INITIATION.8. UTILITIES AND RELATED EQUIPMENT: REMOVE ALL EXISTING UTILITIES AS INDICATED AND ASUNCOVERED BY WORK, AND TERMINATE IN A MANNER CONFORMING TO CODE, AND AT A TIMESATISFACTORY TO THE OWNER'S REPRESENTATIVE. REMOVE METERS AND RELATEDEQUIPMENT AND DELIVER TO A LOCATION AS INSTRUCTED BY THE OWNER'S REPRESENTATIVEWITHOUT ADDITIONAL COST TO THE OWNER. DISPOSE OF UTILITY LINES ENCOUNTERED THATARE NOT SHOWN ON THE DRAWINGS IN ACCORDANCE WITH INSTRUCTIONS OF OWNER'SREPRESENTATIVE.9. IRRIGATION VALVES, RELATED PIPING AND HEADS: REMOVE AS INDICATED ON DRAWINGS.SALVAGEABLE MATERIALS AS DETERMINED BY THE OWNER'S REPRESENTATIVE SHALL BEDELIVERED TO THE OWNER AT A LOCATION INDICATED BY THE OWNER'S REPRESENTATIVE.10. UNDERGROUND PIPING: REMOVE AS INDICATED AND BACK FILL TO COMPACTION DENSITYDESIGNATED BY THE GEOTECHNICAL REPORT. DEMOLISHED STUB-UPS SHALL BE TERMINATEDAT A MINIMUM TWO FEET BELOW NEW FINISHED GRADE UNLESS DESIGNATED OTHERWISE ONDRAWINGS. LINES WHICH CONNECT TO ACTIVE SYSTEMS SHALL BE CAPPED, PLUGGED ORBLIND FLANGED AS APPROPRIATE.11. AS APPLICABLE AND UNLESS OTHERWISE NOTED, "DEMOLISH & REMOVE" SHALL INCLUDE ALLFOOTINGS AND ATTACHED APPURTENANCES ABOVE OR BELOW GROUND.12. DO NOT STORE OR BURN MATERIAL ON-SITE.13. CHAIN LINK FENCE POSTS AT EXISTING STONE WALL SHALL BE SAWCUT FLUSH AND SLURRYFILL.14. CONTRACTOR MAY USE EXISTING CHAIN LINK FENCE AS CONSTRUCTION FENCE, IF APPLICABLETO PROJECT PHASING, UNTIL DEMOLITION AND REPLACEMENT PER PLANS IS REQUIRED.DEMOLISH & REMOVE (E)DECOMPOSED GRANITE PERNOTE (+/- XXXX SF)010403DEMOLISH & REMOVE EXISTINGCONCRETE PAVING PER NOTE.(+/- XXXX SF)02DEMOLISH & REMOVE EXISTINGASPHALT PAVING PER NOTE.(+/- XXXX SF)0506(E) BUILDING, PROTECT IN PLACE(E) STONE WALL, PROTECT IN PLACEDEMOLISH & REMOVE (E) CONCRETE CURB060507DEMOLISH & REMOVE (E) PLAYGROUNDSTRUCTURES AND PLAYGROUND SURFACING.0703TYP.07TYP.(E) STEPS, PROTECT IN PLACE0707TYP.DEMOLISH & REMOVE (E) ASPHALTDEMOLISH & REMOVE (E) DECOMPOSEDGRANITE08DEMOLISH & REMOVE (E) SITE FURNISHINGS09TYP. OF (1 EA)09DEMOLISH & REMOVE (E) PERIMETER CHAINLINK FENCE. AT WALL LOCATIONS, SAW CUT (E)POST, FLUSH WITH TOP OF WALL.SLURRY FILL POST VOID. PRESERVE (E) WALL.0210DEMOLISH & RELOCATE (E) IRRIGATION VAULT(E) BACK FLOW PREVENTION DEVICE,PROTECT IN PLACE080810(E) DRAINAGE, PROTECT IN PLACE090808TYP.060611DEMOLISH (E) SPORTS EQUIPMENT11111103061105TYP. ON BEACH STREETAND PACIFIC STREET(E) LIGHT FIXTURE, PROTECT IN PLACE01TYP.(E) FENCINGBEGINNING OR END OFSITE ELEMENTTYP.08TYP.08TYP.09(E) COMMUNITY GARDEN BED10TYP.1005TYP. H)E(O/H)GGGGGGGGGGGGGGGGGGGGGGWWXXXXXXXXXXXXXXXXXXXXXXRTRTRTRTX X X X X X X X X X X X X X X X X XXXXRTXXRT XXXXXX X X X X X X X X X X X X X X X XXXPISMO STREETPACIFIC STREETBEACH STREET XRTXXEMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO. DATE PURPOSEDRAWN BYCHECKEDSCALEDATEJOB03 . 08. 2024230001.00303 potrero street, suite 40-csanta cruz, ca 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCH50% CD - NOT FOR CONSTRUCTION SITE PLAN 1" = 20'-0"CHJBSITE PLANL-2.01. PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES, ALL TREE PROTECTION MEASURES SHALL BE IN PLACE.2. ANY AREAS DESIGNATED TO REMAIN SHALL BE PROTECTED IN PLACE. IF DAMAGE OCCURS, CONTRACTOR IS RESPONSIBLE FORREPAIR AND REPLACEMENT IN KIND.3. THE CONTRACTOR SHALL CONTINUALLY REFER TO ALL DRAWINGS, ADDENDA, REPORTS AND SPECIFICATIONS DURING THE LIFEOF THE PROJECT FOR CONSTRUCTION INFORMATION.4. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO THE EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM.5. CONTRACTOR IS SOLELY RESPONSIBLE TO ARRANGE FOR ALL SITE INSPECTIONS AND OBSERVATIONS DESCRIBED IN THECONTRACT DOCUMENTS. MINIMUM LEAD TIME FOR INSPECTION/OBSERVATION REQUESTS IS 48 HOURS.6. REFER TO GEOTECHNICAL INVESTIGATION REPORT FOR SUB-BASE AND COMPACTION REQUIREMENTS.7. THE ACCESSIBLE PATH OF TRAVEL SHOWN IS CONTINUOUSLY ACCESSIBLE; CHANGES IN ELEVATION DO NOT EXCEED 1/2" ANDWIDTH IS NOT LESS THAN 48". CROSS-SLOPES DO NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5%.SITE PLAN NOTES1. CONCRETE FINISHES AT THE GROUND PLANE SHALL BE FINISHED PERPENDICULAR TO THEPRIMARY PATH OF TRAVEL.2. SITE FURNISHINGS AND PLAY EQUIPMENT SHALL BE INSTALLED IN STRICT ADHERENCE TOMANUFACTURER'S RECOMMENDATIONS.3. CONCRETE FINISHES SHALL BE PER SPECIFICATIONS UNLESS OTHERWISE NOTED ON THEPLANS. CONTRACTOR SHALL PROVIDE 2 FT x 2 FT MOCK-UPS, UNLESS OTHERWISE NOTED, FORALL SPECIFIED CONCRETE FINISHES USING THE SAME MATERIALS THAT WILL BE USED IN THEACTUAL CONSTRUCTION FOR EACH TYPE SPECIFIED. SAMPLES SHALL BE PREPARED WELLENOUGH IN ADVANCE OF SCHEDULED CONCRETE POUR TO ALLOW FOR REVIEW AND POSSIBLERE-POURING OF UNACCEPTABLE SAMPLES. UNACCEPTABLE SAMPLES SHALL BE RE-PREPAREDUNTIL ACCEPTED BY THE CITY ENGINEER. ACCEPTED SAMPLES SHALL BE RETAINED ON SITEFOR MEANS OF COMPARISON TO ACTUAL POUR.MATERIALS AND FINISHES NOTESSEE PLAYGROUND ENLARGEMENTAND SURFACING PLANS SHEET L-2.2SYMBOLITEMDETAILMATERIALS & FINISH1.0HARDSCAPECONSTRUCT CONCRETE PAVINGINTEGRAL COLOR: SAN DIEGO BUFF,SANDBLAST FINISHCONCRETE JOINTINGTBDCONSTRUCT ASPHALTTBDCONSTRUCT 8" WIDE CONCRETEEDGE BANDTBDCONSTRUCT TILE DECORATIVEBAND - FLUSHX/L-X.XRACHEL RODI MOSAICS, OR EQUALCONSTRUCT 8" CONCRETE MOWBANDNO COLOR, BROOM FINISHCONSTRUCT DECOMPOSEDGRANITESTABILIZED GOLD FINESCONSTRUCT LOOSE FILLED SAFETYSURFACEFIBAR SYSTEM 300 ENGINEERED WOOD FIBERCONSTRUCT SAFETY SURFACE X/L-X.X TBDCONSTRUCT PATHWAY BARK ATDOG PARKX/L-X.X FIBAR ENGINEERED WOOD FIBERCONSTRUCT ROCK SWALEX/L-X.X TBD2.0STRUCTURESCONSTRUCT SEAT WALL - PIPRACHEL RODI MOSAICS, OR EQUALCONSTRUCT CURVED SEAT WALLWITH TILES - PIPINTEGRAL COLOR: DAVIS OUTBACK, FINISH:TOP-CAST 5CONSTRUCT BOCCE BALL COURTSTBDCONSTRUCT LEARNING GARDEN X/L-X.X TBDSHADE STRUCTURE AT DOG PARKPOLIGON - REK 16X24 MULTI-RIB, COLOR TBDSHADE STRUCTURE WITH GUTTERPOLIGON - REK 16X24 MULTI-RIB, ADD GUTTER,COLOR TBDFABRIC SHADE STRUCTURE ATWORKOUT STATIONA/L-7.2USA SHADE: 21'X41' OVERSIZE HIP ROOF.MODEL#451, COLOR: TBDCONSTRUCT BATHROOM BUILDINGL-3.0, B-5EXELOO - JUPITER DOUBLE1.11.21.31.41.51.61.71.81.91.101.112.12.22.32.42.52.62.72.8SITE SCHEDULE4.0SITE FURNISHINGSPROVIDE & INSTALL PICNIC TABLEX/L-X.XDUMOR 475-60TMR, 6' STEEL PICNIC TABLE,THERMALLY MODIFIED RED OAK, MOUNTINGSTYLE: SURFACEPROVIDE & INSTALL ADA PICNICTABLEX/L-X.XDUMOR 475-60-1TMR, 6' STEEL ADA PICNICTABLE, THERMALLY MODIFIED RED OAK,MOUNTING STYLE: SURFACEPROVIDE & INSTALL BENCHX/L-X.XDUMOR 472-60TMR-2AR 6' STEEL BENCH,THERMALLY MODIFIED RED OAK SEAT, COLOR:BRONZE, + CENTER ARMREST, MOUNTINGSTYLE: SURFACEPROVIDE & INSTALL BACKLESSBENCHX/L-X.XDUMOR 473-60TMR-2AR 6' STEEL BACKLESSBENCH, THERMALLY MODIFIED RED OAK SEAT,COLOR: BRONZE, + CENTER ARMREST,MOUNTING STYLE: SURFACEPROVIDE & INSTALL BIKE RACKDUMOR 292-00/S-1 COLOR: BLACK OR BRONZE,MOUNTING STYLE: IMBEDPROVIDE & INSTALL DRINKINGFOUNTAINX/L-X.XMOST DEPENDABLE FOUNTAINS. MODEL10145SM WITH PET FOUNTAIN, COLOR: GREEN,MOUNTING STYLE: SURFACEPROVIDE & INSTALL TRASH/RECYCLING RECEPTACLESX/L-X.XLANDSCAPE FORMS 'LAKEFRONT' - GRASS,SIDE OPENINGPROVIDE AND INSTALL STANDARDBASKETBALL POST/ NET/BACKBOARDX/L-X.XPOST TO BE SINGLE CURVED STEEL PIPE,MODEL #12C66PC, 6-5/8" O.D. POWDER COATEDBLACK, WITH HEAVY DUTY FIBERGLASSRECTANGLE BACKBOARD, MODEL LA-20 ANDGOAL RING MODEL TITAN 775 W/ NYLON NETBY L.A. STEELCRAFT OR APPROVED EQUAL,MOUNTING STYLE: IMBEDDOG PARK TRAINING COURSE X/L-X.XMIRACLE PLAY GROUP DOG PARK: RAMPMODEL #MRDP08 (TYP. OF 2), TUNNEL MODEL#MRDP09 (TYP. OF 2), TRIPLE HOOP MODEL#MRDP11 (TYP. OF 2)6.0MISCELLANEOUSROOT BARRIERGRAPHIC IS DIAGRAMATIC, REFER TO DETAILFOR INSTALLATIONREDWOOD HEADERBOARDTBDCOURT STRIPINGX/L-X.X TBDFITNESS STRIPINGX/L-X.X TBDRAINWATER SPIGOTX/L-X.X TBDRAIN WATER TANKE/L-7.1BUSHMAN 200 GALLON - 36" D X 56" H, COLOR:DARK GREENRECYCLED WATER SIGN "DO NOTDRINK"X/L-X.X TBDCONSTRUCT NATURAL TURF AREASEE PLANTING PLAN4.14.24.34.44.54.64.74.84.96.16.26.36.46.56.66.76.81.2TYP.1.1TYP.1.3TYP.4.7TYP. OF (7 EA) TRASHTYP. OF (7 EA) RECYCLING4.1TYP. OF (8 EA)LIMIT OF WORKSITE REFERENCE0.0DETAIL REFERENCESHEET REFERENCEX/L-0.0BEGINNING OR END OF SITE ELEMENT3.0FENCINGCONSTRUCT PERIMETER FENCEAND GATESX/L-X.XIDEAL FENCE, 'CAROLINA', 5' HT. COLOR: TBDCONSTRUCT DOG PARK FENCE ANDGATESX/L-X.XOMEGA ELITE 4' HIGH. 2"X2" FENCE POSTS.3"X3" GATE POSTS. COLOR: TBDCONSTRUCT DECORATIVE DOGPARK DIVIDERX/L-X.XOMEGA UNIK: HORIZONTAL 44"X92" PANEL.REF#46 PAWPRINTS. 2"X2" POSTS.COLOR: TBD3.13.23.32.81.5TYP.3.1BEGIN3.1GATE, TYP.6.74.5TYP. OF (7 EA)1.7TYP.2.34.3TYP. OF (17 EA)4.2TYP. OF (3 EA)3.3TYP.2.54.4TYP. OF (5 EA)4.6TYP. OF (4 EA)3.23.1END2.2TYP. OF (2 EA)1.6TYP.2.1TYP.1.106.46.62.74.8TYP. OF (3 EA)6.3TYP.XXP.A.1.8P.A.P.A.P.A.BIORETENTION3.1P.A.P.A.P.A.P.A.6.2TYP.3.2BEGIN3.2END1.4TYP.1.116.52.42.64.9TWO IDENTICAL SETSA/L-7.0B/L-7.0C/L-7.0D/L-7.0F/L-7.0G/L-7.0E/L-8.1A/L-7.1A/L-7.1B/L-7.1D/L-7.1F/L-8.1A/L-7.31.10N o r t h04020101.91.86.8POTENTIAL LOCATION FORROOFTOP SOLAR PANELSE/L-7.0A/L-7.3F/L-7.0 H)E(O/H)E(O/H)E(O/H)GGGGGGGGGGGGGGGGGGGGGGGAPPROX 2" GASAPPROX TELEAPPROX TELEWWXXXXXXXXXXXXXXXXXXXXXXRTRTRTRTX X X X X X X X X X X X X X X X X XXXXRTXXRT XXXXXX X X X X X X X X X X X X X X X XXXPISMO STREETPACIFIC STREETBEACH STREET XRTXXEMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO. DATE PURPOSEDRAWN BYCHECKEDSCALEDATEJOB03 . 08. 2024230001.00303 potrero street, suite 40-csanta cruz, ca 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCH50% CD - NOT FOR CONSTRUCTION ACCESSIBILITY PLAN 1" = 20'-0"CHJBACESSIBILITY PLANL-2.1GRAPHIC LEGENDPROPOSED ACCESSIBLE PATH OF TRAVELACCESSIBILITY NOTESN o r t h04020101. AS INDICATED ON PLAN, A BARRIER-FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVELCHANGES EXCEEDING 12" IF BEVELED AT 1:12 MAX SLOPE OR VERTICAL LEVEL CHANGESEXCEEDING 14", AND AT LEAST 48" IN WIDTH. SURFACE IS STABLE, FIRM, AND SLIPRESISTANT AND CROSS-SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OFTRAVEL IS LESS THAN 5%. ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTANED FREE OFOVERHANGING OBSTRUCTIONS TO 80" MINIMUM AND FREE OF OVERHANGINGOBSTRUCTIONS TO 80" MINIMUM AND FREE OF PROTRUDING OBJECTS GREATER THAN 4"FROM A WALL ABOVE 27" AND BELOW 80" 0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCH50% CD - NOT FOR CONSTRUCTION PLAYGROUND ENLARGEMENT 1" = 10'-0"CHJBENLARGEMENTPLAYGROUNDL-2.21. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, LAYOUT AND RECOMMENDATIONS PRIOR TO INSTALLATION.DIMENSIONS SHOWN ARE TO CENTERS OF FOOTINGS.2. CONTRACTOR IS RESPONSIBLE TO LAYOUT PLAY EQUIPMENT TO ENSURE FALL ZONES ARE ADEQUATE. CITY TO APPROVELAYOUT PRIOR TO INSTALLATION OF PERIMETER CURB.3. INSPECTION BY PLAYGROUND SAFETY INSPECTOR IS REQUIRED PRIOR TO CLOSEOUT. REFER TO SPECIFICATIONS FOR MOREINFORMATION.4. USE ZONE FINISH SURFACE OF PLAYGROUND COMPLIES WITH ASTM F1292-995. GROUND SURFACING COMPLIES WITH ASTM 1951-996. PLAYGROUND EQUIPMENT SHALL COMPLY WITH ASTM F1487-987. THIS PLAY AREA MEETS CBC SECTION 11B-1008NOTESSYMBOL5.0 PLAYGROUND ITEM FROM MIRACLE PLAYSYSTEMS OR EQUALADA SWING SEATSUSE ZONE5.15.25.35.45.55.9PLAYGROUND EQUIPMENT SCHEDULEPLAY AREA - AGE APPROPRIATE 2-5 YEARS5.65.75.8STRAP SWINGSBUCKET SWINGSLARGE LEAF SHADECATERPILLAR CLIMBERRUBBER MOUNDSACCESS NET 2-5YR OLD STRUCTUREN o r t h0201005ACCESS NET 5-12YR OLD STRUCTURETUNNEL5.105.115.125.135.175.145.155.16POST STEPPERS2-5 YR OLD SLIDECUSTOM BUTTERFLY SHADEMUSHROOM TABLE AND SEATSNET SPINNERHONEYCOMB SCULPTED CLIMBERFITNESS CHALLENGE: BONGO CLIMBER, HEX CLIMBER &VARIOUS MONKEY BARSNET TUNNEL BRIDGEBEE HIVE TOWER5.185.195.235.205.215.225-12 YR OLD SLIDEHAMMOCKADA TRANSFER STATIONSPIRAL CLIMBER5.245.255.265.27CLIMBING WALL WITH LEAF HANDHOLDSFLOATING SEATSHARMONY BELLSAGE SAFETY PANEL/ RISK MANAGEMENT SIGN5.15.25.35.55.65.75.95.105.115.125.135.145.155.165.45.185.195.205.215.225.17TYP. OF (2 EA)TYP. OF (3 EA)TYP. OF (2 EA)TYP. OF (2 EA)5.255.235.24UNDER NET PLATFORM5.26(AGE 2-5)5.26(AGE 5-12)5.27ELEVATED PLAY ACTIVITIES (TOTAL) 4ELEVATED PLAY ACTIVITIES BY TRANSFER: 4 REQ'D: 4ELEVATED PLAY ACTIVITIES ACCESSIBLE BY RAMP: 0 REQ'D: 0GROUND LEVEL ACTIVITY TYPE:4 REQ'D: 3GROUND LEVEL ACTIVITY QUANTITY:11 REQ'D: 3CAPACITY:50-55 CHILDRENCRITICAL FALL HEIGHT:6'PLAY AREA - AGE APPROPRIATE 5-12 YEARSELEVATED PLAY ACTIVITIES (TOTAL) 10ELEVATED PLAY ACTIVITIES BY TRANSFER: 5 REQ'D: 5ELEVATED PLAY ACTIVITIES ACCESSIBLE BY RAMP: 1 REQ'D: 0GROUND LEVEL ACTIVITY TYPE:5 REQ'D: 3GROUND LEVEL ACTIVITY QUANTITY:21 REQ'D: 3CAPACITY:50-55 CHILDRENCRITICAL FALL HEIGHT:9'AGE 2-5PLAY AREAAGE 5-12PLAY AREASAFETY SURFACE6,131 SFSURFACE DELINEATIONENGINEERED WOOD MULCH1,393 SFSAFETY SURFACESURFACE DELINEATIONENGINEERED WOOD MULCH 1,247 SF5.85.8TYP. OF (4 EA)SURFACINGSAFETY SURFACE TOTAL AREA6,131 SFENGINEERED WOOD MULCH TOTAL AREA 2,640 SF5.4 EMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCH50% CD - NOT FOR CONSTRUCTION RESTROOM BUILDING PLAN AS SHOWNCHJBBUILDING PLANRESTROOML-3.01. RESTROOM MANUFACTURER WILL PROVIDE FULL ARCHITECTURAL PLANS AND ENGINEERING CALCULATIONS, STAMPED BY STATE GOVERNING AGENCY SUITABLE FORGENERAL CONTRACTOR TO FILE FOR REQUIRED NO-FEE BUILDING PERMIT.2. RESTROOM MANUFACTURER WILL DELIVER RESTROOM TO SITE AND CRANE ONTO GRADE BEAMS3. RESTROOM MANUFACTURER WILL TEST FINAL OPERATION OF FACILITY AND REMOTE COMMUNICATION4. WORK TO BE COMPLETED AT EXELOO FACTORY:4.1. PRE-FABRICATED TOILET UNIT - CONCRETE SLAB, STEEL FRAME STRUCTURE, WALL CLADDING, INTERNAL WALLS, RESTROOM FITTINGS, ROOF & FLASHING (REMOVEDFOR TRANSPORT).4.2. PLUMBING & ELECTRICAL WORK.GENERAL CONTRACTOR AND RESTROOM COMPANY RESPONSIBILITIESRESTROOM MANUFACTURER:1. THE DIFFERENCE IN THE ELEVATION BETWEEN THE FINISH FLOOR OF RESTROOMS AND THE SIDEWALK OUTSIDE CAN NOT BE GREATER THAN 14" MAX.GENERAL PAD NOTES:1. GENERAL CONTRACTOR SHALL CONSTRUCT GRADE BEAMS AND BASE, EXTEND EXISTING UTILITIES AND PROVIDE FINAL CONNECTIONS (SANITARY SEWER, WATER ANDELECTRICAL).2. CONTRACTOR SHALL INSTALL PREFABRICATED FOAM CORE ROOF PANELS AND FLASHING PER MANUFACTURER'S INSTRUCTIONS3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL SPOILS AND SITE GENERAL RESTORATION AND CLEAN-UP.GENERAL CONTRACTOR:EXELOO - JUPITER TWIN RENDERINGSSCALE: NTSEXELOO - JUPITER TWIN FLOOPLANSCALE: NTSBOARD & BATTEN SIDING TO MATCHEXISTING PARKS & RECREATION BUILDINGREFER TO SHEET B-5 - B-10 FORBATHROOM PLAN AND ELEVATIONS -1"25'-6"20'35'-3"37' 8' 7'-6" 8'3' TYP.8" BAND, TYP. 4'-7" 30'-2"38'-5" 3'-7" 10'48'10'-9"32'-6"12'14'8'22'-2"1'-6"67'-8"4'-8"4'-10"4'43'-3"10'20'-5"41'-9"6'8'8'9'109'-10"13' 12'-3"22'-1"24'12'22'-2"29'-5"60'-5"6'-2"13'-7" 10' 20'-5"30'CL 20'-7" 37'-10" 13'-6"10'36'-6"18'12'46'-6"151'-4"5'154'-10"29'-3"46'-4"14'-2"10'12'9'7'9'33'-10"25'-2" CLCL 12'33'-11"39'-4"15'24'10'67'10'CONFORMCONFORMCONFORMCONFORMCONFORMCONFORMCONFORM13'24'-4"CL29'-6"16'-9"12'-9"13'-10"25'-7"30' 5'10'EMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO. DATE PURPOSEDRAWN BYCHECKEDSCALEDATEJOB03 . 08. 2024230001.00303 potrero street, suite 40-csanta cruz, ca 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCHN o r t h040201050% CD - NOT FOR CONSTRUCTION LAYOUT PLAN 1" = 20'-0"CHJBLAYOUT PLANL-4.0CENTERLINEBASELINEPOINT OF BEGINNINGALIGNPOINT OF TANGENCYPOTCONFORM POINT1. THE CONTRACTOR SHALL CONTINUALLY REFER TO ALL DRAWINGS, ADDENDA, REPORTS AND SPECIFICATIONS DURING THE LIFE OF THE PROJECT FOR CONSTRUCTION INFORMATION.2. PER SPECIFICATIONS, ALL SITE ELEMENTS TO BE STAKED BY A LICENSED SURVEYOR PRIOR TO COMMENCEMENT OF CONSTRUCTION OPERATIONS.3. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD AND STAKED PRIOR TO ANY CONSTRUCTION. IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY SITE DISCREPANCIES OR VARIATIONS FROM THE PLANS AS DRAWN AND RE-DIRECTWORK TO AVOID DELAY.4. ALL DIMENSION LINES ARE EITHER PERPENDICULAR, TANGENT, OR PARALLEL TO THE ELEMENT FROM WHICH IT IS DIMENSIONED UNLESS NOTED OTHERWISE.5. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO THE EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM.6. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITY AND ELEMENTS INCLUDING UTILITY LOCATIONS AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE POINT LOCATIONS ANDCONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE CITY IMMEDIATELY SHOULD DISCREPANCY ARISE AND RE-DIRECT WORKTO AVOID DELAY. PROCEEDING WITH WORK WITHOUT CLARIFICATION FROM ENGINEER IS DONE AT THE SOLE RISK OF THE CONTRACTOR WITH NO COMPENSATION ALLOWED FOR CHANGES NOT DIRECTED BY THE OWNER'S REPRESENTATIVE.7. AFTER ALL FORMS, REINFORCING, DOBIES AND JOINT MATERIALS ARE SECURED IN PLACE, CONTRACTOR SHALL OBTAIN REVIEW AND ACCEPTANCE BY THE CITY PRIOR TO POURING CONCRETE. CONTRACTOR SHALL GIVE A MINIMUM 2WORKING DAY NOTICE WHEN REQUESTING REVIEW. CONTRACTOR MAY BE BACK-CHARGED FOR COST OF REVIEW IF SITE IS FOUND NOT PREPARED AS SPECIFIED.8. CONTRACTOR SHALL REMOVE ALL BASE ROCK AND OVER POUR FROM PLANTING AREAS AFTER CONCRETE WORK IS COMPLETE AND BEFORE IRRIGATION AND PLANTING INSTALLATION BEGINS.9. CONTRACTOR IS RESPONSIBLE TO LAYOUT FITNESS EQUIPMENT TO ENSURE FALL ZONES ARE ADEQUATE PRIOR TO THE INSTALLATION OF PERIMETER WORK. ENGINEER TO APPROVE LAYOUT PRIOR TO INSTALLATION OF PERIMETER CURB.10. CONTRACTOR TO REFER TO MANUFACTURER'S DETAILS & INSTALLATION RECOMMENDATIONS FOR FOOTINGS PRIOR TO COMMENCING CONSTRUCTION.LAYOUT NOTESSYMBOLDESCRIPTIONLINEAR DIMENSIONRADIUS DIMENSIONR1"LAYOUT LEGENDX'-X" E(O/H)E(O/H)E(O/H)E(O/H)GGGGGGGGGGGGGGGGGGGGGGGAPPROX 2" GASAPPROX TELEAPPROX TELE196198200 202202WW199203203197199 201203XXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X XXXXXX XXXXXX X X X X X X X X X X X X X X X XXXPISMO STREETPACIFIC STREETBEACH STREET XXXEMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO. DATE PURPOSEDRAWN BYCHECKEDSCALEDATEJOB03 . 08. 2024230001.00303 potrero street, suite 40-csanta cruz, ca 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCHN o r t h040201050% CD - NOT FOR CONSTRUCTION IRRIGATION PLAN 1" = 20'-0"CHJBIRRIGATION PLANL-5.0IRRIGATION NOTES1. THIS SYSTEM IS DESIGNED TO OPERATE AT A MAXIMUM FLOW OF XX GALLONS PER MINUTE (G.P.M.) AND A MIN. OF XX P.S.I. STATIC AT THE POINT OF CONNECTION. THE CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO BEGINNING WORK AND CONTACT THE OWNER'SREPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE WHILE RE-DIRECTING APPLICABLE WORK TO AVOID DELAY.2. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL SUPPLY, TELEPHONE CONNECTION, GROUNDING, SLEEVING AND STUBOUT WORK REQUIRED FOR SYSTEM WITH THE GENERAL CONTRACTOR AND/OR OWNERS REPRESENTATIVE AS APPLICABLE. CONTRACTOR RESPONSIBLETO SUPPLY ALL SLEEVING NECESSARY TO ACCESS INDIVIDUAL PLANTER BEDS. NOT ALL REQUIRED SLEEVING MAY BE SHOWN ON PLAN.3. IRRIGATION SYSTEM DESIGN SHOWN MAY BE PARTIALLY DIAGRAMMATIC. WHERE EQUIPMENT IS SHOWN OUTSIDE PLANTING AREAS OR LIMIT OF WORK, INTENT IS FOR EQUIPMENT TO BE INSTALLED IN PLANTING AREAS. CONTRACTOR SHALL INDICATE PRECISE LOCATIONS OFALL WORK INSTALLED DIFFERENTLY THAN AS SHOWN IN THE CONTRACT DOCUMENTS ON THE RECORD DRAWINGS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.4. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO IRRIGATION SYSTEM IN FIELD AS NECESSARY. VALVES SHALL BE ADJUSTED TO PROVIDE SPECIFIED PRESSURE AT THE HEAD.5. THE CONTRACTOR SHALL PROGRAM CONTROLLER TO INSURE PROPER IRRIGATION BASED ON PLANT TYPE, EXPOSURE AND SEASON. CONTRACTOR SHALL NOT START PLANTING UNTIL IRRIGATION SYSTEM IS FULLY OPERATIONAL FROM THE CONTROLLER AUTOMATICALLY.CONTRACTOR SHALL HAND-WATER AS MAY BE NECESSARY DURING PERIODS OF CONTROLLER SHUT-DOWN. THE INTENT OF THIS IRRIGATION SYSTEM IS TO PROVIDE THE MINIMUM AMOUNT OF WATER REQUIRED TO SUSTAIN GOOD PLANT HEALTH. IT IS THE RESPONSIBILITY OFTHE MAINTENANCE CONTRACTOR AND/OR THE OWNER TO MAKE ADJUSTMENTS TO THE CONTROLLER PROGRAM FOR SEASONAL WEATHER CHANGES AND MICROCLIMATIC VARIATIONS.6. REFER TO LANDSCAPE DETAIL SHEETS FOR MORE INFO.7. ALL WORK IN THE PUBLIC STREETS ARE NOT INCLUDED UNDER THIS ON-SITE IMPROVEMENT PERMIT.1. FIELD VERIFY (E) STATIC PRESSURE IS ADEQUATE TO SUPPLY REQUIRED OPERATING PRESSUREFOR ALL DRIP EMITTERS IN EACH CIRCUIT. PRESSURE REGULATING BASKET FILTERS MAY BEREPLACED WITH NON-PRESSURE REGULATING FILTERS WHERE NECESSARY IN ORDER TOACHIEVE THE REQUIRED OPERATING PRESSURE.2. DRIPLINE TO BE BURIED TO A DEPTH OF 4" IN SOD AREAS. INSTALL DRIPLINE IN SHRUB AREAS SOTHAT TOP OF TUBING IS FLUSH WITH FINISH GRADE AND COVER WITH MULCH.3. INSTALL MANUAL FLUSH VALVES AT FAR SIDE OF EACH PLANTER ISLANDS PER LANDSCAPEDETAILS.DRIP NOTESHYDROZONE 01HYDROZONE 02HYDROZONE 03HYDROZONE 04HYDROZONE 04HYDROZONE 04HYDROZONE 04HYDROZONE 03HYDROZONE 03HYDROZONE 05 -BIOTREATMENTHYDROZONE 06 - TURFHYDROZONE 07 -NORTH TREESHYDROZONE 08 -SOUTH TREESSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIDETAILRAIN BIRD RWS-B-C 1402ROOT WATERING SYSTEM WITH 4.0IN. DIAMETER X 36.0IN.LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE, ANDCHECK VALVE.140SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIDETAILRAIN BIRD 5006-PL-PC-SAM-R 8.0TURF ROTOR, 6IN. POP-UP WITH PLASTIC RISER.ADJUSTABLE TO FULL CIRCLE. STANDARD ANGLE NOZZLE,IN-STEM PRESSURE REGULATOR, AND FLOW SHUT-OFFDEVICE. WITH SEAL-A-MATIC CHECK VALVE.145SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYDETAILRAIN BIRD XCZ-100-PRB-COMWIDE FLOW DRIP CONTROL KIT FOR COMMERCIALAPPLICATIONS. 1IN. BALL VALVE WITH 1IN. PESB VALVEAND 1IN. PRESSURE REGULATING 40PSI QUICK-CHECKBASKET FILTER. 0.3 GPM-20 GPM5AREA TO RECEIVE DRIP EMITTERSRAIN BIRD XBCV-PCSINGLE OUTLET, PRESSURE COMPENSATING DRIPEMITTERS. FLOW RATES OF 0.5 GPH=BLUE, 1.0GPH=BLACK, AND 2.0 GPH=RED. COMES WITH ASELF-PIERCING BARB INLET X BARB OUTLET. WITH CHECKVALVE.9,911 S.F.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYDETAILRAIN BIRD PESB-PRS-D1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL VALVES. LOWFLOW OPERATING CAPABILITY, GLOBE CONFIGURATION.WITH PRESSURE REGULATING MODULE, AND SCRUBBERTECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTYWATER IRRIGATION APPLICATIONS.6RAIN BIRD 44-LRC1IN. BRASS QUICK-COUPLING VALVE, WITHCORROSION-RESISTANT STAINLESS STEEL SPRING,LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECEBODY.3SHUT OFF VALVEKBI BTU-E PVC BLOCKED TRUE UNION BALL VALVE1/2" TO 2" SAME SIZE AS PIPE3GRISWOLD DWS 2"BRASS, IN-LINE, ON-OFF, SOLENOID CONTROL VALVE,NORMALLY OPEN.1EXISTING BACKFLOW PREVENTER 2"1CREATIVE SENSOR TECHNOLOGY FSI-T15-0011.5IN. PVC TEE TYPE FLOW SENSOR W/SOCKET ENDS,CUSTOM MOUNTING TEE AND ULTRA LIGHTWEIGHTIMPELLER ENHANCES LOW FLOW MEASUREMENT. FLOWRANGE 1.8 GPM - 108 GPM.1POINT OF CONNECTION 2"1IRRIGATION LATERAL LINE: PVC SCHEDULE 40-IRRIGATION MAINLINE: PVC SCHEDULE 40-PIPE SLEEVE: PVC CLASS 315 SDR 13.5-14028.0Valve NumberValve FlowValve SizeValve Callout###"IRRIGATION SCHEDULEA/L-8.0C/L-8.0D/L-8.0D/L-8.0E/L-8.0F/L-8.0G/L-8.0H/L-8.0I/L-8.0A/L-8.10102030405060708HYDROZONE 04HYDROZONE 05 -BIOTREATMENTHYDROZONE 05 - BIOTREATMENTHYDROZONE 05 -BIOTREATMENT H)E(O/H)E(O/H)E(O/H)GGGGGGGGGGGGGGGGGGGGGGGAPPROX 2" GASAPPROX TELEAPPROX TELEWWXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X XXXXXX XXXXXX X X X X X X X X X X X X X X X XXXPISMO STREETPACIFIC STREETBEACH STREET XXXJACCERCERCERLAGLAGLAGLAGLAGTRITRITRITRICEROLEOLEOLETRICEREMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO. DATE PURPOSEDRAWN BYCHECKEDSCALEDATEJOB03 . 08. 2024230001.00303 potrero street, suite 40-csanta cruz, ca 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCHN o r t h040201050% CD - NOT FOR CONSTRUCTION PLANTING PLAN 1" = 20'-0"CHJBPLANTING PLANL-6.0PLANTING NOTES1. A HORTICULTURAL SOIL ANALYST TEST SHALL BE CONDUCTED AT A MINIMUM OF 4LOCATIONS IN PLANTING AREAS IN ADDITION TO AN ANALYSIS OF ANY TOP SOILIMPORTED TO PROJECT PLANTING AREAS. CONTRACTOR TO FOLLOW AMENDMENTRECOMMENDATIONS FROM A QUALIFIED SOILS LABORATORY BASED ON TESTRESULTS. THOROUGHLY MIX SOIL ADDITIVIES INTO TOP 6" OF SOIL BY ROTOTILLINGAT LEAST ONCE IN EACH DIRECTION.2. SOIL AMENDMENT AND COMPOST TO BE ADDED TO PLANTING AREAS AT A RATE OF 4CUBIC YARDS PER 1,000 SF. INCORPORATED TO A DEPTH OF SIX INCHES INTO THESOIL.3. A MINIMUM (3") LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOILSURFACES OF PLANTING AREAS EXCEPT IN TURF AREAS. REFER TO PLANTINGNOTES ABOVE FOR MULCH SPECIFICATION.WELO NOTES1. PLANT COUNTS SHOWN ARE FOR BIDDING REFERENCE ONLY. CONTRACTOR SHALL SUPPLY ALL PLANTS REQUIRED TO FULFILL DESIGN INTENT AS SHOWN. ADDITIONALLY, IF A GROUNDCOVER SYMBOL OR PATTERN IS SHOWN STOPPING AT THE EDGE OF A TREE OR SHRUB CANOPY SYMBOL, THEINTENT IS THAT THE GROUNDCOVER CONTINUE UNDERNEATH THE CANOPY SYMBOL(S) TO PROVIDE AN EVENLY COVERED GROUND PLANE.2. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PLANT MATERIAL FROM THE TIME OF DELIVERY TO THE TIME OF PROJECT ACCEPTANCE. THE CITY SHALL NOT BE RESPONSIBLE FOR LOSSES DUE TO VANDALISM, THEFT, OR SEVERE WEATHER.3. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN IS NOT ALTERED SIGNIFICANTLY. CONTRACTOR SHALL SET OUT PLANT MATERIAL IN THEIRCONTAINERS AS SHOWN AND RECEIVE ACCEPTANCE FROM PROJECT MANAGER WITH RESPECT TO PLANT HEALTH, APPEARANCE, AND LOCATION PRIOR TO INSTALLATION. ANY DISEASED OR UNHEALTHY PLANTS SHALL BE REMOVED FROM PROJECT SITE IMMEDIATELY.4. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE APPROVAL FROM THE LANDSCAPE ARCHITECT WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE MINIMUM 3 WORKING DAYS NOTICE FOR OBSERVATION AND SHALL HAVEALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME. CONTRACTOR MAY BE BACKCHARGED FOR THE COST OF RE-INSPECTION IF MATERIAL IS NOT PREPARED AS SPECIFIED. CONTRACTOR SHALL REPLACE ANY MATERIAL DIRECTED BY ENGINEER. .5. ALL PLANTING AREAS SHALL BE MAINTAINED IN A WEED FREE CONDITION UNTIL PROJECT ACCEPTANCE.6. REFER TO SPECIFICATIONS FOR SOIL AMENDMENT INFORMATION.7. CONTRACTOR SHALL WORK WITH CITY STAFF TO PROVIDE AESTHETICALLY PLEASING TEMPORARY BARRIERS AND PROTECTIVE MEASURES FOR ALL NEW PLANTING AREAS TO PROTECT PLANT MATERIAL DURING ESTABLISHMENT PERIOD.9. ALL TREES AND SHRUBS ARE TO BE ALIGNED AND EQUALLY SPACED IN ALL DIRECTIONS,10. TREES SHALL BE PLANTED A MINIMUM OF 5' FROM UTILITIES AND HARDSCAPE, WITH THE EXCEPTION OF SANITARY SEWER. TREES MUST BE 10' FROM SANITARY SEWER. ANY TREE PLANTED WITHIN 5' OF HARDSCAPE SHALL BE PLANTED WITH A ROOT BARRIER PLACED ADJACENT TO THE EDGE OFHARDSCAPE.11. ALL LANDSCAPE AREAS TO BE TOP DRESSED WITH 3" THICK LAYER OF BARK MULCH. MULCH SHALL BE REDWOOD, FIR, CEDAR, OR A COMBINATION OF THESE. THE COMPOSITION OF THE MULCH SHALL BE A MIX OF SHREDDED BARK, WOOD AND SAWDUST, 0-4" EQUAL TO:'WONDER MULCH' BY VISION RECYCLING, FREMONT, CA (510) 385-0255, CONTACT: ANDREW TUCKMAN. GORILLA HAIR MULCH AND BARK CHIPS SHALL NOT BE USED OR ACCEPTED. CONTRACTOR TO PROVIDE SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PURCHASING.SYMBOLCODEBOTANICAL / COMMON NAMESIZEEXISTING TREE TO REMAINN/ACER CERCIS CANADENSIS 'FOREST PANSY' / FOREST PANSY EASTERN REDBUD 24" BOXJAC JACARANDA MIMOSIFOLIA / JACARANDA48"BOXLAG LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' / NATCHEZ CRAPE MYRTLE 24"BOXOLE OLEA EUROPAEA 'SWAN HILL' / SWAN HILL FRUITLESS OLIVE36"BOXTRI TRISTANIA CONFERTA / BRISBANE BOX24"BOXCALIFORNIA NATIVE PLANTSWUCOLSQUANTITY8,773 SFACHILLEA MILLEFOLIUM 'SALMON BEAUTY'/COMMON YARROW LALOE STRIATA / CORAL ALOELARCTOSTAPHYLOS X 'SUNSET' / MANZANITALBOUTELOUA GRACILIS 'BLONDE AMBITION' / BLUE GRAMALCALAMAGROSTIS FOLIOSA / REED GRASSMCARYOPTERIS X 'DARK KNIGHT' / BLUEBEARDLCHONDROPETALUM T. 'EL CAMPO' / DWARF CAPE RUSHLCORREA X 'WYNN'S WONDER' / VARIEGATED AUSTRALIAN FUCHSIA LEPILOBIUM CANUM 'SIERRA SALMON' / CALIFORNIA FUCHSIA LERIGERON GLAUCUS / SEASIDE DAISYLERIOGONUM FASCICULATUM 'WARRINER LYTLE' / CA BUCKWHEAT LERIOGONUM GRANDE RUBESCENS / RED BUCKWHEATLGREVILLEA LANIGERA 'COASTAL GEM' / CREEPING GREVILLEA LLOMANDRA X 'SILVER GRACE' / VAREIGATED MAT RUSHMMONARDELLA VILLOSA / COYOTE MINTVLMUHLENBERGIA RIGENS / DEER GRASSLRHAMNUS CALIFORNICA 'LEATHERLEAF' / COFFEEBERRYLSALVIA X 'DARA'S CHOICE' / DARA'S CHOICE SAGELTAGETES LEMMONII 'COMPACTA' / COPPER CANYON DAISYLVERBENA LILACINA 'DE LA MINA' / LILAC VERBENALSYMBOLBIOTREATMENT RAIN GARDENCAREX TUMULICOLA / FOOTHILL SEDGEMJUNCUS PATENS/CALIFORNIA GRAY RUSHLRIBES SANGUINEUM / RED FLOWERING CURRANTL1,619 SFPLANT SCHEDULETURFSOD, BLEND TO BE DETERMINEDH2,3160 SFJACCERLAGTRIOLE 18" O.C. BOTH WAYS CENTEREDIN SLAB (TYP.)4"3"CLR.TYP.ADJACENT TOSTRUCTURE, ETC.THICKENED EDGEADJACENT TO PLANTING3"CLR.NOTES:1. CONCRETE MIX PER SPECIFICATIONS, IF APPLICABLE.2. CONCRETE PAVING, SUBGRADE COMPACTION AND INSTALLATION PER GEOTECHNICAL REPORT, IF APPLICABLE.3. THICKENED EDGE TO OCCUR WHERE CONCRETE SLAB MEETS PLANTING AREAS TYP. REGULAR EDGE TO OCCUR WHERE SLAB MEETS OTHER PAVEMENTS TYP.4. CONCRETE JOINTING PER DETAIL AND AS SHOWN ON PLANS.ADJACENT WALL, STRUCTURE POST,OR BUILDINGFG3/8" TOOLEDRADIUS TYP.CONCRETE PERSPECIFICATIONSFSCLASS II BASE ROCKCOMPACTED TO 95% R.C.EXPANSION JOINTPER DETAIL6" 1/2"6"CONCRETE PAVEMENT SECTION1" = 1'-0"SCALE:6"B/L-7.0B/L-7.0AE5-35SCALE: N.T.S.NOTES:1. JOINT SPACING TO BE EQUAL TO WIDTH OF WALK, I.E. 6' WIDE WALK WITH 6' O.C., UNLESS OTHERWISE SHOWN ON SITE PLAN.2. CUT ALL REBAR OR MESH AT EXPANSION JOINTS TO ALLOW HORIZONTAL MOVEMENT. DO NOT CUT DOWELS.3. ALL EXPANSION JOINTS TO BE WITH DOWEL UNLESS NOTED OTHERWISE.4. SEALANT COLOR TO MATCH CONCRETE.CONCRETE JOINTINGFOAM OR FIBROUS EXPANSION JOINT MATERIAL12" #4 SMOOTH DOWELS AT 4' O.C. MAX. ALONG EXPANSION JOINTSTYP. GREASE AND WRAP ONE END OR USE OTHER APPROVEDBREAK-BOND METHOD.EXPANSION JOINT W/ DOWELEXPANSION JOINTEXPANSION JOINT SEALANT TO MATCH CONCRETE38" WIDE AND 38" TOOLED RADII TYP.PROPSED OR (E) ADJACENT CONCRETEFOAM OR FIBROUS EXPANSION JOINT MATERIALPROPOSED CONCRETEPER DETAILEXPANSION JOINT SEALANT TO MATCH CONCRETE38" WIDE AND 38" TOOLED RADII TYP.PROPOSED OR (E) ADJACENT CONCRETE3/8" RADIUS TOOLEDJOINT TO 1/4 DEPTH OFSLAB MIN.CONTROL JOINTPROPOSED CONCRETEPER DETAILPROPOSED CONCRETEPER DETAILA/L-7.0A/L-7.0A/L-7.0BDECOMPOSED GRANITE PAVING1" = 1'-0"SCALE:GRANITECRETE VARIESSEE SITE PLANCLREDWOOD HEADERCONDITIONCONCRETE BAND CONDITIONSTABILIZED DECOMPOSED GRANITE.INSTALL IN (2) LIFTS. INSTALL PERSPECIFICATIONSADJACENT GRADE, TYP.ADJACENT CONCRETEPAVEMENT PERKEEP 1/4" ABOVEEXISTING GRADE.CLASS II BASEROCK AT 95% R.C.NATIVE SOIL, TYP. SCARIFY,MOISTURE CONDITION ANDCOMPACT TOP 6" TO 90% R.C.4"4"REDWOOD HEADER BOARD,PER SITE SCHEDULE ANDE/L-7.0A/L-7.0DE5-021.NOTES:FINISH GRADE SIDE6"12" O.C.6"2'-0"2 X 6 PTDF HEADERBOARD ATDECOMPOSED GRANITE PAVING2 X 6 X 4 FOOT PTDF SCAB2 X 4 X 18 INCH PTDF STAKE2 X 6 PTDF HEADERBOARD AT DECOMPOSED GRANITE PAVINGFINISH GRADE SOIL VARIES - SEE SPECS.2 X 4 X 18 INCH MIN. PTDF STAKE AT 5' O.C. MIN.ATTACH USING 16d HOT DIPPED GALV. NAILSHEADERBOARD IS TO BE PRESSURE TREATED DOUGLASFIR (MIN. ACZA .4) HEM-FIR WILL BE REJECTED.TYPICAL SECTION VIEW AT HEADERBOARDTYPICAL PLAN VIEW AT HEADERBOARD SPLICE - N.T.S.CRUSHED BASALTSPLICE JOINTWOOD HEADER AT DECOMPOSED GRANITE PAVING1" = 1'-0"SCALE:E5-64E8" WIDE CONCRETE EDGE BAND8" WIDE CONCRETE EDGE BAND, TYP.NOTES:1. EXISTING BASE ROCK, IF SUITABLE, MAY BEREUSED UNDER NEW ASPHALT PAVEMENT.TYPICAL SECTION VIEWS AT HEADERBOARDTYPICAL PLAN VIEW AT HEADERBOARD SPLICE - N.T.S.ASPHALT SIDEJOINT6"3"ASPHALT PAVING1" = 1'-0"SCALE:ASPHALT PAVEMENT PER SPECIFICATIONSREFER TO GEOTECHNICAL REPORT FORSUBGRADE PREPARATION REQUIREMENTSCLASS II AGGREGATE BASEAT 95% R.C. PER SPECS.6" 1'(2) #4 REBAR HORIZ. CONTINUOUS TOPAND BOTTOM, TYP.8"3"C12" MIN.NOTES:1. REFER TO SITE PLAN FOR LOOSE-FILL MATERIAL.2. LOOSE-FILL MATERIAL SHALL CONFORM TO STANDARDS DEFINED IN ASTM F2075CONCRETE BANDPER DETAIL F/L-7.0LOOSE FILL SAFETY MATERIALMIRAFI 140N FILTER FABRIC3" MIN.NATIVE SOILLOOSE FILL SAFETY SURFACE1" = 1'-0"SCALE:1/2" MAX.1'- 6"GNATIVE SUBGRADE6'-2"10"CONCRETE PAVING PER DETAIL A/L-7.0GEOTEXTILE FABRIC - OVERLAP 6"CONCRETE RAMP WITH 45° MAX EDGECONDITION6"12" #4 SMOOTH DOWELS AT 4'O.CMAX. ALONG EXPANSION JOINTS TYP.GREASE AND WRAP ONE END OR USEOTHER APPROVED BREAK-BONDMETHODACCESS RAMPAS SHOWNSCALE:CONCRETE PAVING WITHTHICKENED EDGELOOSE FILL SAFETY SURFACINGPER DETAIL3" MIN. COVERAGE G/L-7.01'PLAN VIEWSCALE: N.T.S.7'-2"7'-0"45°45°6'-2"10" 8.33% MAX 1 0 % M A XSECTION VIEWSCALE: 1" = 1'-0"10%MAX7'-0"8"1'-2"HE5-16NOTES:1. PROVIDE JOINTS PER DETAIL2. PROVIDE SCORE JOINTS EQUALLY SPACED 8'O.C. MAXIMUM, OR AS SHOWN ON PLAN.3. PROVIDE EXPANSION JOINTS 20' O.C. MAXIMUM.4. JOINTS TO BE ALIGNED WITH ADJACENT JOINTSWHENEVER POSSIBLE.CONCRETE BAND1" = 1'-0"SCALE:B/L-7.06"8"#4 REBAR HORIZ. CONTINUOUSTYP. CENTER IN CURB, 3" CLR.TYP.CONCRETE PAVEMENTPLANTING AREACLASS II BASE ROCK @ 95% RC3"ADJACENT PAVEMENT PER DETAILREFER TO GEOTECHNICAL REPORTFOR ALL SUBGRADE PREPARATION &COMPACTION REQUIREMENTSEXPANSION JOINT PER DETAILA/L-7.0B/L-7.0FE5-97 1BASKETBALL COURT SURFACING1" = 1'-0"SCALE:NOVAPLAY SYSTEM @BASKETBALL COURTNOTE:1. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.3" THICK ASPHALT PAVEMENT,TYP. PREPARE SURFACE TOACCEPT NOVA COURT SYSTEMPER MANUFACTURER'SSPECIFICATIONS.ADJACENT ASPHALT PER DETAILREFER TO GEOTECHNICALREPORT FOR SUBGRADEPREPARATION ANDCOMPACTION REQUIREMENTSC/L-7.0E5-09CCONCRETE PER SPECIFICATIONS#3 HORIZ. REBAR @ 16" O.C. MAX.#3 BAR CONTINUOUS AT 16" O.C VERT. SPACEDEVENLY, 3" CLEAR (TYP.)+/- 18" REFER TO GRADING PLAN 12" V-CHANNEL JOINT TORUN CONTINUOUSLY FROMBASE. OVER TOP ANDBACK DOWN OTHER SIDEPLAN VIEWN.T.S.R 1 / 2 "CONCRETE MOWBAND WHEREOCCURS PER DETAILSKATE DETERRENT POURED-IN-PLACEEVERY 36" O.C. PER SITE SCHEDULE L-2.01'-6"8"NOTES:1. REFER TO SITE SCHEDULE FOR WALL FINISH.2. CONTRACTOR SHALL NOT SACK FINISH WALL.1/2" MAX DIA. POCKETING IS ACCEPTABLE.3. PROVIDE 1/2" V-CHANNEL VERTICAL WALLJOINTS AT 8" O.C. MAX. EQUALLY SPACEDALONG WALL LENGTH. JOINT TO WRAP ALLEXPOSED FACES OF WALL.4. CUSTOM CUT BOARDS MAY BE REQUIRED FORFORMWORK.1'4"SCARIFY, MOISTURECONDITION ANDCOMPACT REFER TOGEOTECHNICAL REPORTCLASS II BASE ROCK TO95% R.C.12" MIN.12" MIN.LOOSE FILL SAFETY SURFACINGPER DETAILCONCRETE SEAT WALL1" = 1'-0"SCALE:F/L-7.0G/L-7.06"E5-98ABIKE RACK - CIRCULAR W/ SURFACE MOUNT AS SHOWNSCALE:SECTIONSCALE: 1" = 1'-0"THICKENEDCONCRETE PAD36"5"SURFACEMOUNTED BIKERACK, TYP.CONCRETEPAVING PERDETAIL10"10"10"1:2 SLOPE, TYP.NOTE:REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FORFURTHER RECOMMENDATIONS.6" CIRCULAR PLATEAND ANCHORS PERMANUFACTURER'SINSTRUCTIONS, TYP.PLAN VIEW - PLACEMENTSCALE: 1/2" = 1'-0"THICKENED CONCRETE PADSURFACE MOUNTEDBIKE RACK, TYP.CONCRETE PAVINGPER DETAIL24" MIN. TYP.7' MIN.2' 5'JOINT PER PLANAND DETAIL2'3' MIN.3' MIN. 5'A/L-7.0A/L-7.0B/L-7.0DRAINWATER CATCHMENT SCHEMATIC1/2" = 1'-0"SCALE:SHADE STRUCTUREGUTTERSTRUCTURE POSTFIRST FLUSH DEVICEDOWNSPOUTCONNECT DOWNSPOUT TOSTRAINER BASKET ASSEMBLY200 GALLON TANKOVERFLOW TOCONNECT TO SWALEFGE5-99E8"1" 2' 1' 6" 3" TYP. 1'8"8"2" COURT SURFACE -OYSTER SHELL BLEND1" SAND LEVELINGCOURSE4"PERF.PIPE INDRAIN ROCK,HOLES DOWNCONCRETE STEMWALL W/#4@18"VERT,(3) #4 HORIZ.1" CHAMF.6" MIN CLASS BASELAYER95%COMP.SUBGRADESLOPE TODRAIN 1% MIN2X8 KILN DRIED, VERTICALGRAIN CEDAR, COUNTERSINK BOLT EVERY 2' O.C.ADJACENTPAVINGNOTE:1. SURFACE TO BE GRADED FLATBOCCE BALL COURT SECTION1" = 1'-0"SCALE:E5-101B EMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO. 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCH50% CD - NOT FOR CONSTRUCTION CONSTRUCTION DETAILS & ELEVATIONS AS SHOWNCHJBDETAILS & ELEVATIONSCONSTRUCTIONL-7.2FABRIC SHADE STRUCTURE AT WORKOUT STATION: USA SHADE-21'X41' OVERSIZE HIP ROOF SCALE: NTSA1. THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THEY ARE A PICTORIALREPRESENTATION OF FABRIC AND STEEL ONLY. NONE OF THE REQUIREDATTACHMENT OR CONNECTION DETAILS HAVE BEEN DEPICTED.2. ALL DIMENSIONS AND HEIGHTS MUST BE FIELD VERIFIED PRIOR TO ANY FINALDESIGN, FABRICATION OR INSTALLATION WORK.NOTES EMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCH50% CD - NOT FOR CONSTRUCTION CONSTRUCTION DETAILS & ELEVATIONS AS SHOWNCHJBDETAILS & ELEVATIONSCONSTRUCTIONL-7.3SHADE STRUCTURE: POLIGON - REK 16'X34' MULTI-RIBSCALE: NTSANOT FOR CONSTRUCTION. USE FORPRELIMINARY PLANNING ANDESTIMATING ONLYGENERAL NOTES: GRADE SOILCOMPACTED NATIVEMAIN SUPPLY ANDWIRES TYP.MAIN ONLYSHARED TRENCHNOTES:1. REFER TO PLANS FOR ADDITIONAL INFORMATION.2. TAPE AND BUNDLE 24 V. CONDUCTORS AT 10' INTERVALS. DONOT TAPE IN SLEEVES.3. "SNAKE" WIRE AND PIPING SIDE TO SIDE IN TRENCH TO ALLOWFOR EARTH EXPANSION/CONTRACTION.4. PIPING AND TRENCHING UNDER INCOMING PAVING SHALL BEBACKFILLED WITH CLEAN NATIVE SOIL AND SHALL BECOMPACTED TO 90% RC UNLESS NOTED OTHERWISE. ALLIRRIG. PIPING UNDER ANY PAVING SHALL HAVE A MINIMUM OF24 INCHES OF COVER. IN PLANTING AREAS, COMPACT TRENCHTO 85% RC UNLESS NOTED OTHERWISE.COMPACTED NATIVELATERAL TYP.LATERAL ONLYCOMPACTED NATIVE6" CLR.LATERAL TYP.PIPE TRENCHING N.T.S.SCALE:E5-21ARECTANGULAR JUMBO VALVE BOX SIZE ASNECESSARY. MINIMUM 15" X 20"PLAN VIEW12" TYP.12" TYP.12" TYP.12" TYP.EDGE OF LAWN, WALK, CURB, ETCNOTES:1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE OR GATE VALVE TO FACILITATE SERVICING VALVE.2. SET BOXES 1" ABOVE FINISH GRADE.3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF WALL.4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES.5. INSTALL EXTENSION BY VALVE BOX MANUFACTURER AS REQUIRED TO COMPLETELY ENCLOSE ASSEMBLY FOR EASY ACCESS.VALVE BOX LAYOUT N.T.S.SCALE:E5-24B3" 6" MIN. 12" MAX.VALVE BOX WITH BOLT-DOWN COVERUSE EXTENSIONS AS NECESSARY ANDSIZE TO FIT (MINIMUM 10" DIA.)SUPPLY LINE TYP.12" MIN. DEPTH 3/4" DRAIN ROCKSTANDARD BRICKS, TWO IF ROUND BOX - FOUR IFRECTANGLE.TRUE UNION VALVE: SEE IRRIGATION SCHEDULEFOR TYPE AND SIZE1/2", TYP.CONSTRUCT STAINLESS STEEL AVIARY WIREGOPHER BARRIER. LAP EDGES UP INTO VALVEBOX TO TOP OF DRAIN ROCK.SHUT-OFF VALVE N.T.S.SCALE:PVC SCH 80 ADAPTER (MPT X S)E5-32C12"24"24" MINIMUM.MASTER VALVE ASSPECIFIEDWATER PROOFCONNECTORSPVC MAIN LINE PERIRRIGATION PLAN1" X12 PVC SCH 80PIPING3/4" CRUSHED STONE,MIN. 6" THICK, EXTENDING6" BEYOND BOXFINISHED GRADEIN SHRUBSSPECIFIED RECTANGULAR JUMBO VALVEBOXES WITH EXTENSIONS AS NEEDEDPVC SCH 80 1" X 8" NIPPLE1/2" STAINLESS STEEL AVIARYWIRE WRAPPED UP SIDES OFEACH BOX 6"PVC ADAPTER ASREQUIRED1" X 24 PVC SCH80 TOE PIPINGFLOW METER AS SPECIFIED(2 WIRES TO CONTROLLER)TO BACKFLOWNOTE:1. PROVIDE DIRECT BURIAL 1 PAIR,TWISTED SHIELDED CABLE FROM FLOWSENSER TO CONTROLLER—MINIMUMCONDUCTOR SIZE 20 AWG.MASTER VALVE AND FLOW SENSOR ASSEMBLY N.T.S.SCALE:E5-25D4" MIN. 8" MAX QUICK COUPLING VALVE PER IRRIGATIONSCHEDULE1" x 316" x 30" ANGLE IRON W/ (2) STAINLESSSTEEL CLAMPSPVC SCH. 80 NIPPLE (LENGTH AS REQUIRED)PVC SCH. 80 90 DEGREE ELL (TXT) TYP.12" MIN. DEPTH 3/4" DRAIN ROCKSTD. BRICK EA. SIDE-2 TOTALCONSTRUCT STAINLESS STEEL AVIARY WIREGOPHER BARRIER. LAP EDGES DOWN INTOVALVE BOX AS INDICATEDPVC SCH. 80 8" NIPPLEPVC SCH. 40 TEE (SXSXS) MID-RUN OR 90DEGREE ELL (SXS) AT END OF RUNVALVE BOX W/ BOLT-DOWN COVERUSE EXTENSIONS AS NECESSARY AND SIZETO FIT (MINIMUM 10" DIA.)1 1/2"PVC SCH. 80 3" NIPPLESPVC SCH.80 NIPPLE. CUT IN HALF TOFACILITATE CONNECTION TO SCH 40TEE (LENGTH AS REQUIRED TYP.)QUICK COUPLING N.T.S.SCALE:EE5-273" 3" MIN3-M DBY CONNECTORS.24" COILED EXTRAWIRE TYP.PVC SCH. 80 UNIONIRRIGATION LATERALTO HEADSSUPPLY LINE TYP.VALVE-SEE IRRIGATION LEGENDPVC SCH.80 90 DEGREE ELL (TXT)HIGH DENSITY POLYETHYLENE JUMBOVALVE BOX W/ BOLT-DOWN COVERSIZE TO FIT (MINIMUM 15" X 20").PVC SCH.80 NIPPLE. CUT IN HALF TOFACILITATE CONNECTION TO SCH 40TEE (LENGTH AS REQUIRED TYP.)12" MIN. DEPTH 3/4" DRAIN ROCKSTD. BRICK EA. CORNER-4 TOTALPVC SCH. 40 TEE (SXSXS) OR ELL SXS)CONTROL AND COMMONWIRES1/2"TOP OF SOIL VARIESSEE SPECIFICATIONSSHRUBCONDITIONTURFCONDITIONNOTE:1. ALL CONTROL VALVES TO HAVE BALL VALVES INTHEIR ASSEMBLY.KBI BTU-E PVC BLOCKED TRUE UNION BALL VALVECONSTRUCT STAINLESS STEEL AVIARY WIREGOPHER BARRIER. LAP EDGES UP INTOVALVE BOX TO TOP OF DRAIN ROCK.REMOTE CONTROL VALVE N.T.S.SCALE:PVC SCH. 80 NIPPLEE5-26FDRIP ZONE REMOTE CONTROL VALVE KITSCALE: 1/2" = 1'-0"FINISH GRADEPVC LATERAL TO HEADSVALVE BOX WITH BOLT-DOWN COVERUSE EXTENSIONS AS NECESSARY ANDSIZE TO FIT (MINIMUM 12" X 17")PRESSURE REGULATORREMOTE CONTROL VALVESEE IRRIGATION SCHEDULESTD. BRICK EACH CORNER - 4 TOTAL3" MIN.4" MIN.12" MIN. DEPTH, 1-1/2" DRAIN ROCKPVC SCH. 80NIPPLE (LENGTHAS REQUIREDTYP.)CONTROL WIRECOMMON & CONTROLWIRES3-M DBY WIRECONNECTORS TYP.24" COILEDEXTRA WIRE TYP.FILTER - POSITION DOWN-WARD (AS DRAWN) OR TO THE SIDEPVC SCH. 80,90 DEGREEELL (TXT)PVC SCH. 40TEE (SXSXT)OR ELL (SXT)(E) SUPPLY LINECONSTRUCT GALVANIZED AVIARY WIREGOPHER BARRIER. LAP EDGES FROM VALVEBOX TO TOP OF DRAIN ROCKBALL VALVEGE5-59POP-UP SPRAY HEAD N.T.S.SCALE:3" TYP. TO HEAD CENTERSCH. 40 PVC TEE (SXSXT) AT MID-RUNOR ELL (SXT) AT END OF LINELATERAL LINE PIPING PERIRRIGATION PLANTRIPLE SWING JOINT CONSISTING OF: (3)12" MARLEX STREET ELLS AND (1) 12" LONGSCH. 80 PVC NIPPLEPOP-UP SPRAY HEAD PERIRRIGATION SCHEDULE, SHEET L-5.0NOTE:WRAP ALL MALE THREADS WITHTEFLON TAPEADJACENT FINISHED SURFACE1 1/2" TYP.SHRUBCONDITIONTURFCONDITIONCL1" TYP.HBUBBLER NOZZLE - SEE IRRIGATIONPLAN FOR LOCATIONSDEEP ROOT WATERING SYSTEM PERIRRIGATION SCHEDULE. INSTALL TWOPER TREELATERAL LINE6" MAX.1"34" WASHED DRAIN ROCKTREE ROOTBALLMULCH TOPDRESS PERPLANTING PLAN3" CIRCULAR WATERING BASINLOCKING GRATE COVERTREE BUBBLER NTSSCALE:I AS SHOWNCHJBLANDSCAPE DETAILSL-8.1TYPICAL DRIP TUBING LAYOUT1/2" = 1'-0"SCALE:NOTES:1. PLACE EMITTERS 3/4" BETWEEN THE TRUNKAND OUTER DRIPLINE.2. EVENLY SPACE EMITTERS AROUND PLANT.3. SEE IRRIGATION PLAN FOR FULL DRIP NOTES.4. PARTIALLY BURY DRIP TUBING AND COVERWITH MULCH LAYERTYPICAL 12" DRIP TUBINGTYPICAL COMPRESSION FITTING1 GALLONSHRUB (TYP.)5 GALLON SHRUBPVC LATERAL LINE1/2" POLYETHYLENE FLEXIBLE TUBINGSXSXT TEE OR ELLLATERAL LINE PVCPLANT ROOTBALLDRIP STAKE.FINISHED GRADE1/2" MHT X BARBINSERT1/2" MHT X BARB INSERT.RAIN BIRD XERI-BUG EMITTER1/2" POLYETHYLENE FLEXIBLETUBING. LENGTH AS REQUIREDPVC LATERAL PIPE12" MIN. BELOW GRADE 3" MULCH LAYER ABOVE GRADEFPT TEE, SET 2" ABOVE GRADEINSIDE WATER WELL.BARB ELL X MIPT1/2" DRIP TUBING STAKE (TYP.)XERI-BUG BARBED EMITTER (TYP.)AE5-61TREE PLANTING N.T.S.SCALE:BACKFILL MIX PER SPECS - APPLYWATER TO SETTLE AND TAMPDURING BACKFILL INSTALLATIONMULCH ENTIRE PLANTER. KEEP 2" AWAYFROM TRUNKFERTILIZER TABLETS PER SPECSNATIVE SOIL TO FORM PEDESTAL TOPREVENT SETTLING6" HIGH MIN. CIRCULAR WATER BASIN INPLANTING AREAS ONLY2" CLRTREE & PITTREE PER PLANTING PLAN PLANTROOTBALL 2" ABOVE GRADE, SLOPE TODRAIN AWAY FROM TRUNKSCARIFY SIDES OF PLANT PITTREE IRRIGATION PER IRRIGATIONPLAN, REFER TO DETAIL3X BALL DIA. MIN.SECTIONFERTILIZER CHART15 GALLON - 10 TABLETS24" BOX - 16 TABLETS36" BOX - 20 TABLETSTREETIESTAKEBLACK V.I.T CINCH TREE TIES, 2 PERTREE - ATTACH TO STAKE WITH TWONAILS. TIES TO BE LOOSE TO ALLOWMORE TREE MOVEMENTSTAKING PLAN(2) 3" DIA. UNTREATED LODGE POLE PINE STAKES(TYP.). INSTALL 2" OUTSIDE OF ROOTBALL10' DIRECTION OF PREVAILING WINDNOTES:1. DIG ALL PITSSQUARE & SCARIFYROOT BALL BEFOREPLACEMENT IN PIT2. FERTILIZER TABLETSSHALL BEDISTRIBUTED PERTHE FERTILIZERCHART3. AVOID PUTTINGSTAKES THROUGHROOTBALL4. FOR TREES IN TURFAREA, MAINTAIN 2'DIAMETER MULCHRING5. REFER TO DETAILFOR ROOT BARRIERI/L-8.0F/L-8.1E5-14B2 X DIA. OF CONTAINER6"PLANT ROOTBALL 1" HIGHER THANSURROUNDING GRADE TO ALLOWFOR SETTLING3" BARK MULCH, DO NOT BURYROOTBALL3" CIRCULAR WATERING BASINBACKFILL MIX PER SHEET L-5.0 ANDSPECS.SCARIFY ALL SIDES OF PLANT PITFERTILIZER TABLETS PER SPECSNOTE:SCARIFY ROOT BALL BEFOREPLACEMENT IN PIT.SHRUB PLANTING N.T.S.SCALE:CE5-23EDGE OF PLANTER/CURB/PAVINGSPACING DISTANCEEQUALHALF OF SPACING E Q U A L HALF OF SPACINGSHRUB, TYP.NOTES:1. LOCATE PLANTS AT EQUAL DISTANCEFROM EACH OTHER2. FOR SPACING DIMENSION SEEPLANTING SCHEDULE, SHEET L-5.0PLANTTYP.GROUNDCOVER AND SHRUB SPACING N.T.S.SCALE:DE5-184"6"ADJACENT PAVING, TYP.5/8" SOD LAYER 1" BELOW FINISHEDGRADE PER SPECS. REFER TOPLANTING PLAN FOR SPECIES.4" OF APPROVED TOPSOIL.ADD 6" OF SOIL AMENDMENTS.6"NATIVE SOIL OR SUBGRADE.TILL (OR "RIP") 6" OF SUBGRADEONCE IN EACH DIRECTION.CONCRETECONDITIONLANDSCAPECONDITIONMULCHED LANDSCAPE AREA.SOD PLACEMENT1" = 1'-0"SCALE:E5-20EINSTALL PANELS W/GROUND LOCKS & RIBSORIENTED TOWARDROOT BALL OF TREE10' CENTERED ON TREECONCRETECURBADJACENT PAVINGSOILASSEMBLE MULTIPLE PANELSBY SLIDING ONE PANEL INTOANOTHER, AS ILLUSTRATED.NOTES:1. CONTRACTOR SHALL INSTALL THE ROOT BARRIERS W/ THE NUMBER OFPANELS & IN THE MANNER SHOWN ON THE DRAWINGS. THE VERTICAL ROOTDEFLECTING RIBS SHALL BE FACING INWARDS TO THE ROOT BALL AND THEDOUBLE TOP EDGE SHALL BE 1/2" ABOVE GRADE. EACH OF THE REQUIREDNUMBER OF PANELS SHALL BE JOINED IN A LINEAR FASHION AND PLACEDALONG THE ADJACENT HARDSCAPE.2. FOR PLANTER APPLICATIONS, USE THE FOLLOWING FORMULA: CALCULATETHE PLANTER PERIMETER IN FEET, THEN SUBTRACT 2', THEN DIVIDE THERESULT BY 2. THIS IS THE NUMBER OF PANELS TO USE. EXAMPLE: 8'x8'PLANTER = 32' PERIMETER, LESS 2' = 30'. 30/2 = 15. USE 15 PANELS.3. TREE ROOT BARRIERS SHALL BE PRODUCT# UB24-2 AS MANUFACTURED BYDEEP ROOT PARTNERS, SAN FRANCISCO, CA., OR APPROVED EQUAL.4. DEEP ROOT TREE ROOT BARRIERS AVAILABLE FROM DEEP ROOT PARTNERS,SAN FRANCISCO, CA (800) 458-7668POSITION ROOT BARRIERW/ TOP OF PANEL 1/2" ABOVEFINISHED GRADEROOT BARRIER INSTALLATION INSTRUCTIONSFOR 24" DEEP ROOT TREE ROOT BARRIERS,PART# UB24-2, BY DEEP ROOT PARTNERS2'-0"x2'-0" ROOTBARRIER PANELPART# UB24-2LINEAR ROOT BARRIER INSTALLATION DIAGRAM(SEE NOTE #2 FOR PLANTER INSTALLATION INSTRUCTIONS)ROOT BARRIER N.T.S.SCALE:FE5-49NOTES:1. TREE PRESERVATION MEASURES MUST BE IN PLACE BEFOREDEMOLITION, GRADING, OR CONSTRUCTION ACTIVITIESCOMMENCE.2. TREES TO BE PRESERVED SHALL BE FENCED AT THE DRIP LINE.FENCING MAY OCCUR AT THE COMBINED DRIP LINES OF GROVESOF TREES.3. FENCING SHALL BE EITHER HOG WIRE OR SNOW FENCE WITHLODGE POLE PINE STAKES EMBEDDED IN THE GROUND.4. NO GRADING SHALL OCCUR W/I DRIPLINES / FENCED AREA OFEXISTING TREES.5. NO CONSTRUCTION MATERIALS OR CONSTRUCTION VEHICLESMAY BE STORED WITHIN THE DRIP LINES/FENCED AREA OFEXISTING TREES.6. REFER TO ARBORIST REPORT AND SPECIFICATIONS FORADDITIONAL TREE PROTECTION NOTES.4'2'PLAN VIEWTREE TRUNKTREE DRIP LINEFENCE2" DIA.X 6'-6" LODGEPOLE PINE STAKESTREE DRIP LINE OR EDGEOF PROPOSED PAVINGSNOW FENCE OR 2X4HOG WIRE2" DIA.X 6'-6" LODGEPOLE PINE STAKESN.T.S.6"TREE PRESERVATION1/4" = 1'-0"SCALE:G 1,130 35,900 40 6,350 16,670 1,090 TOTAL REPLACED IMPERVIOUS SURFACE AREA (B) = 20,980 FT2 TOTAL EXISTING IMPERVIOUS AREA (C) = 37,210 FT2 TOTAL IMPERVIOUS AREA OF COMPLETED PROJECT (D) = 24,110 FT2 NEW REPLACED EXISTING COMPLETED 5,000 < 11,500 < 15,000 ·SITE DESIGN ·WATER QUALITY TREATMENT ·NO RETENTION ·NO PEAK MANAGEMENT 140 470 340 110 1610 1090 I:\22162 SSA - Emerson Park\dwg\C 1.0 IMPERV AREA PLAN.dwg, 2/16/2024 9:04:28 AM, AutoCAD PDF (General Documentation).pc3 Suite B Santa Cruz, CA 95060Phone (831) 426-3186MME, INC. Engineer retains all right and title. No part may be reproduced in any fashion or medium without the express written permission of the Engineer.These drawings are Instruments of Service, issued for a one-time, single use by the Owner. The entire contents of these Drawings are Copyright c 2024 22162 1 1 1 2 2 3 3 2 1 1 2 2 I:\22162 SSA - Emerson Park\dwg\C 2.0 GRADING PLAN.dwg, 2/16/2024 9:04:40 AM, AutoCAD PDF (General Documentation).pc3 STRUCTURAL ENGINEERING224 Walnut Ave, Suite B Santa Cruz, CA 95060Phone (831) 426-3186MME, INC. Engineer retains all right and title. No part may be reproduced in any fashion or medium without the express written permission of the Engineer.These drawings are Instruments of Service, issued for a one-time, single use by the Owner. The entire contents of these Drawings are Copyright c 2024 22162 1 1 2 2 3 3 I:\22162 SSA - Emerson Park\dwg\C 3.0 UTILITY PLAN.dwg, 2/16/2024 9:04:50 AM, AutoCAD PDF (General Documentation).pc3 , 3" M I N TYPICAL 135° HOOK FOR STIRRUPS AND TIESCLEARANCE FROM OUTSIDEPLAN AT DOUBLE LAYERFACE, TYPPLACE HOOK AT SPECIFIEDD=6*DIASTD 90° HOOKDOUBLE CURTAIN REINFORCEMENTSTD 90° HOOKREBAR LAP SPLICE SCHEDULE AND TYPICAL REINFORCING DETAILSD=6*DIATYPICAL 180° HOOKTYPICAL 90° HOOK12 DIAD=6*DIA1SPECIFIED CONCRETE COVER OVER REINFORCING BARS USE CLEAR COVER SPECIFIED BELOWUNLESS NOTED OTHERWISE ON PLANS OR DETAILSUSE:CAST AGAINST & PERMANENTLY EXPOSED TO EARTHFORMED, EXPOSED TO EARTH OR WEATHERCLEAR COVER:3"2"NOT USEDNOT USEDSPIRALSSPIRAL PERSCHEDULESPIRAL REINFORCEMENT: THREE EXTRA TURNS SHALLBE PROVIDED AT EACH END OF THE SPIRAL UNIT.SPLICES SHALL BE 20" MINIMUM (#3) AND 25" MINIMUM (#4)IF NEEDED.VERT BARS3"CLR6" MIN HOOPS PERSCHEDULE3"CLRCIRCULAR TIES (HOOPS): ENDS OF HOOPS SHALLOVERLAP 6" MINIMUM AND TERMINATE WITH STANDARDHOOKS THAT ENGAGE A VERTICAL PIER BAR. TIEOVERLAPS SHALL BE STAGGERED.VERT BARSCIRCULAR TIESS1.0BRDHNOTES REBAR SCHEDULE CHECKED BY:DRAWN BY:SHEETDESCRIPTION 4 3 2 1 0 REV.BY DATEJOB NUMBER:50% SCHEMATIC DESIGN DRAWINGS MME 02/08/2024 PRELIMINARY NOT FOR CONSTRUCTIONPREPARED AT THE REQUEST OF EMERSON PARK AMENITY UPGRADES AND BEAUTIFICATION SSA LANDSCAPE ARCHITECTS 303 POTRERO STREET, SUITE 40-C SANTA CRUZ, CA 95060 CIVIL+STRUCTURAL ENGINEERING 224 Walnut Ave, Suite B Santa Cruz, CA 95060 Phone (831) 426-3186 MME, INC. Engineer retains all right and title. No part may be reproduced in any fashion or medium without the express written permission of the Engineer.These drawings are Instruments of Service, issued for a one-time, single use by the Owner. The entire contents of these Drawings are Copyright c 202422162STRUCTURAL NOTESSTRUCTURAL SPECIAL INSPECTIONSpecial inspection per Chapter 17 of the California Building Code will be performed by an independent testing laboratoryapproved by the local jurisdiction and paid by the owner for the following areas of work:1. Steel construction per AISC 360, Section N5, "Minimum Requirements for Inspection of Structural Steel Buildings"1.1.Verification of Materials, Equipment, Welders, etc.1.1.1. Verify weld filler material identification marking per AWS designation listed on the approved constructiondocuments and the WPS (Periodic Inspection).1.1.2. Verify weld filler material manufacturer's certificate of compliance (Periodic Inspection).1.1.3. Verify WPS, welder qualifications and equipment (Periodic Inspection).1.2.Shop and Field Welding:1.2.1. Inspect groove welds, multipass fillet welds, single pass fillet welds > 5/16”, plug and slot welds (ContinuousInspection).1.2.2. Inspect single-pass fillet weld <= 5/16” (Periodic Inspection)1.2.3. NDT complete joint penetration welds1.3. Structural Steel Coating for Soldier Piles1.3.1. Tests, Inspections and Qualifications per 2018 Caltrans Standard Specifications.2. Concrete construction per CBC Table 1705.32.1. Reinforcement steel placement2.2. Verify use of required mix design and samples of fresh concrete2.3. Concrete placement2.4. Inspect formwork3. Masonry Construction per TMS 402 and TMS 602, Level 2 Special Inspection3.1. Prior to construction , verification of compiance of submittals3.2. Prior to construction , verification of f'm and taking of prisims3.3. Verification of mortar and grout proportions3.4. Verify placement of units and mortar joint construction,3.5. Verify grout space3.6. Verify placement of grout3.7. Verify placement of reinforcing and anchor bolts4. See Special Inspection and Testing Agreement for a complete list of all tests and inspectionsApproval by the inspector does not mean approval of failure to comply with the plans or specifications. Any detail that failsto be clear or is ambiguous must be referred to the Engineer for interpretation or clarification prior to performing the work.SUBMITTALSShop drawings shall be submitted for Structural review in the following areas of work:1. Concrete mix designs, stamped by an engineer licensed in the State of California2. Concrete pumping/tremie system3. Reinforcing shop drawings4. Structural steel shop drawings5. For all substitutionsShop drawings for fabrication of components shall not utilize copies of the Engineer's drawings.All submittals shall be reviewed and checked by the Contractor prior to submittal. Contractor shall stamp and sign each submittalindicating they have reviewed, checked and approved the submittal for compliance with all the requirements of the plans andspecifications.OBSERVATION BY THE GEOTECHNICAL ENGINEER OF RECORDGeotechnical observation is required at the following construction milestones:1. For select grading and earthwork activities2. For all foundation excavations3. Continuously during construction of drilled holes for piles.4. For proper placement of perforated retaining wall back drain pipes prior to placement of permeable material.5. Compaction testing for engineered fill materials6. Where required by the Geotechnical Investigation ReportThe geotechnical engineer shall be notified 48 hours in advance of above milestones.OBSERVATION BY THE ENGINEER OF RECORDStructural observation is required at the following construction milestones for work depicted on the structural drawings:1. Reinforcing steel placement prior to placing concrete (or grout for masonry construction).2. Upon Completion of WorkThe structural engineer shall be notified 48 hours in advance of above milestones.FOUNDATION NOTESThe Soils Engineering Report and addendums herein after referred to as "the Soils Report" shall be part of the constructiondocuments and shall be kept at the job site at all times.Earthwork shall be in strict accordance with the recommendations of the applicable portions of the Soils Report preparedfor this project :Soils Engineering ReportEmerson Park Amenity Upgrades and Beautification Project1341 Nipomo street, San Luis Obispo, CaliforniaAPN: 003-515-001Project GS00320-1Dated: July 14, 2023See Soils Report Section 7.1 for site preparation at foundations for structures.See Soils Report Section 7.12 for foundations for structures.All continuous and spread footings shall extend at lest 24 inches below lowest adjacent soil grade.Grade Beams shall extend at lest 18 inches below lowest adjacent soil grade.Minimum footing embedment shall be measured from the lowest adjacent soil grade.Drilled piers shall be drilled to the diameters and depths shown on the plans unless determined otherwise by thegeotechnical engineer in the field.Backfill shall not be placed behind retaining walls until 14 days after placing concrete backfill or until the concrete or grouthas developed a compressive strength of not less than 3,000 psi, whichever occurs first.Contractor shall carefully excavate all materials necessary, of whatever nature, for construction of the work. Any materialof an unsuitable or deleterious nature discovered below the bottoms of the foundations shall be brought to the attention ofthe geotechnical engineer before proceeding with the work.Do not use compaction equipment or methods that may cause excessive displacement or damage structures.All other earthwork shall conform to the requirements of the current Building Code Chapter 33, "Safeguards DuringConstruction" and the recommendations contained within the aforementioned report by the Geotechnical Engineer.ABBREVIATIONSABAnchor BoltACIAmerican Concrete InstituteAISCAmerican Institute of Steel ConstructionAITCAmerican Institute of Timber Constr.ALTAlternateAPAAmerican Plywood AssociationAPPROX ApproximatelyARCH ArchitectASTM American Society for Testing & MaterialsAVGAverageB/OBottom OfBLDG BuildingBLK(G) Block(ing)BMBeamBNBoundary nailingBOTBottomBTWN BetweenBVLBevelCChannelCANT CantileverCBCarriage BoltCBCCalifornia Building CodeCCCenter to CenterCJControl JointCL Center LineCLGCeilingCLRClear, ClearanceCMUConcrete Masonry UnitCOLColumnCJPComplete Joint PenetrationCONC ConcreteCONN ConnectionCONT ContinuousCSLM Controlled Low Strength MaterialCTRCenterCVRCoverDBLDoubleDEGDegreeDETDetailDFDouglas FirDIA DiameterDIAGDiagonalDIMDimensionDLDead LoadDNDownDWGDrawingEAEachEFEach FaceELElevationELEVElevationENEdge NailENGR EngineerEOREngineer Of RecordESEach SideEWEach WayEX ExistingEXTExteriorFGFinish GradeFJFloor JoistFLRFloorFNField nailingFDNFoundationFOCFace Of ConcreteFOSFace Of Steel/StudFRMG FramingFSFinsihed SurfaceFTFoot or FeetFTGFootingGAGaugeGALV GalvanizedGLBGlulam BeamHDHoldownHDRHeaderHORIZ HorizontalIDInside DiameterINInchJST(S) Joist(s)KPKing PostLAngleLBPoundLLLive LoadLTWT Light WeightMAXMaximumMBMachine BoltMECH MechanicalMFGManufacturerMISCMiscellaneousMINMinimumMTLMetalNS&FS Near Side And Far SideNTSNot To ScaleOCOn CenterODOutside DiameterPPostPERT Pre-Engineered Roof TrussPJPPartial Joint PenetrationPL PlatePLYPlywoodPMRPer Manufacturers RecommendationsPSFPounds per Square FootPSIPounds per Square InchPTDFPreservative Treated Douglas FirRRadiusRCRelative CompactionREINF ReinforcementREQD RequiredRETRetainingR&RRemove And ReplaceRRRoof RafterRSRough SawnRWDRedwoodSADSee Architectural DrawingsSCHScheduleSECT SectionSELSelectSFSquare FootSHRWL Shear wallSHTG SheathingSIMSimilarSLDSee Landscape DrawingsSPEC SpecificationsSQRSquareSTDStandardSTLSteelSTRUCT StructuralTTee SectionT/OTop OfT&GTongue And GrooveT&BTop And BottomTNToe NailTOCTop Of ConcreteTOFTop Of FootingTOSTop Of SteelTOWTop Of WallTYPTypicalUNOUnless Noted OtherwiseVERT VerticalVIFVerify In FieldWWide flange steel beamW/WithW/OWithoutWPWork PointWWFWelded Wire FabricWIND DESIGN CRITERIA PER :ASCE 7-16BASIC WIND SPEED 92 MPHWIND EXPOSURE CRISK CATEGORY IIEARTHQUAKE DESIGN CRITERIA PER THE SOILS REPORTSEISMIC DESIGN CATEGORY DSITE CLASSD - Stiff Soil SDs & PGAm 0.759 & 0.530 RESPONSE MODIFICATION FACTORS R1.25 (STEEL CANTILEVERED COLUMN)MATERIAL SPECIFICATIONS:SHAPES AND PLATES: ASTM A36HOLLOW STRUCTURAL STEEL: ASTM A53 GRADE BANCHOR BOLTS: ASTM F1554 GRADE 36WELDING ELECTRODES: E70XXCONCRETE:4,000 PSIREBAR: ASTM A615, GRADE 60SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.STRUCTURAL DESIGN NOTESSOIL DESIGN CRITERIA FOR: CONTINUOUS AND SPREAD FOOTINGS WITH GRADE BEAMS.1. BEARING PRESSURE:1.1. NORMAL DURATION LOADS 2,000 PSF1.2. SHORT DURATION LOADS 2,666 PSF2. PASSIVE PRESSURE: 400 PSF/FT (NEGLECT IN THE UPPER 0.0 FT)3. COEFFICIENT OF FRICTION:0.404. IF FRICTION AND PASSIVE PRESSURES ARE COMBINED TO RESIST LATERAL FORCES ACTING ON SHALLOWFOOTINGS, THE LESSER VALUE IS REDUCED BY 50 PERCENT.MAT SLABS - PREFABRICATED STRUCTURES:1. BEARING PRESSURE:1.1. NORMAL DURATION LOADS 1,000 PSF1.2. SHORT DURATION LOADS 1,330 PSF2. PASSIVE PRESSURE: 0.0 PSF/FT (NEGLECT IN THE UPPER 0.0 FT)3. COEFFICIENT OF FRICTION:0.454. IF FRICTION AND PASSIVE PRESSURES ARE COMBINED TO RESIST LATERAL FORCES ACTING ON SHALLOWFOOTINGS, THE LESSER VALUE IS REDUCED BY 50 PERCENT.DRILLED PIER - PLAYGROUND STRUCTURES1. MINIMUM PIER DIAMETER: 12 INCHES2. MINIMUM PIER DEPTH: 24 INCHES BELOW LOWEST ADJACENT GRADE3. BEARING PRESSURE:2000 PSF4. PASSIVE PRESSURE:400 PCF4.1. APPLIED OVER: 2X PIER DIAMETERSDRILLED CAST-IN-PLACE CAISSONS - SHADE STRUCTURES1. MINIMUM PIER DIAMETER: 18 INCHES2. MINIMUM PIER DEPTH: 6 FEET BELOW LOWEST ADJACENT GRADE3. MINIMUM PIER SPACING:3 PIER DIAMETERS CENTER TO CENTER4. SKIN FRICTION:4.1. NORMAL DURATION LOADS: 125 PSF4.2. SHORT DURATION LOADS: 166 PSF4.3. NEGLECT DEPTH:UPPER 2 FEET4.4. SETBACK FROM FACE OF SLOPE: 5 FEET5. PASSIVE PRESSURE:5.1. NORMAL DURATION LOADS 400 PSF5.2. SHORT DURATION LOADS 533 PSF5.3. APPLIED ON:2X PIER DIAMETER5.3. NEGLECT DEPTH:UPPER 2 FEET5.4. SETBACK FROM FACE OF SLOPE: 5 FEETI:\22162 SSA - Emerson Park\dwg\S1 NOTES AND SCHEDULES.dwg, 2/16/2024 9:04:58 AM, AutoCAD PDF (General Documentation).pc3 XXXXXXXXXXXXXXXXXXXXXRTRTRTRTX X X X X X X X X X X X X X X X X XXXXRTXXRT Walnut Ave, Suite B Santa Cruz, CA 95060 Phone (831) 426-3186 MME, INC. Engineer retains all right and title. No part may be reproduced in any fashion or medium without the express written permission of the Engineer.These drawings are Instruments of Service, issued for a one-time, single use by the Owner. The entire contents of these Drawings are Copyright c 2024221621234KEY NOTES#DESCRIPTIONFOUNDATIONPRE-CAST CONCRETE BATHROOMMAT SLAB WITH (2) LAYERS OFREBAR EACH WAY, TOP ANDBOTTOMSHADE STRUCTURE(4) DRILLED CIP CAISSONSSHADE STRUCTURE(4) DRILLED CIP CAISSONSSAIL STRUCTURE(4) DRILLED CIP CAISSONS(3) BASKETBALL POSTSDRILLED PIERSPLAY STRUCTURESDRILLED PIERS12345656I:\22162 SSA - Emerson Park\dwg\S2 Key plan.dwg, 2/16/2024 9:05:01 AM, AutoCAD PDF (General Documentation).pc3 EMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO.DATEPURPOSEDRAWN BYCHECKEDSCALEDATEJOB02 . 16 . 2024230001.00303 potrero street, suite 40-csanta cruz, ca 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCHProject No.ONTEREY NGINEERSONSULTINGEMURUM A CAY, INC.B1798 Technology Dr. Suite 242 San Jose, CA 95110T.831.646.3330 F.831.646.3336 www.acemb.com23-001.00E0.1SYMBOLS, ABBREVIATIONS, LIGHTFIXTURE SCHEDULE, CODES,STANDARDS, NOTES & SHEET INDEXTYPEDESCRIPTIONMANUFACTURERLAMPSXA-1PURE FORM SERIESGARDCOLED30WPUREFORM POST TOP; NEUTRAL WHITE; TYPE 5DISTRIBUTION; 12' HIGH; UNIVERSAL VOLTAGE120-277V4000K PPT-196L-650-NW-G2-5-UNVLIGHT FIXTURE SCHEDULEFIXTURE NOTES:1. ALL LED LIGHT FIXTURE DRIVERS SHALL BE ELECTRONIC TYPE, 10% TOTAL HARMONIC DISTORTION MAXIMUM.2. ALL LED LIGHT MODULES SHALL BE ENERGY SAVING 3500° K, 80 CRI MINIMUM, U.O.N. (SEE SPECIFICATIONS FORMORE INFORMATION).3. ALL LED DRIVERS (AND ASSOC. FIXTS.) SHALL HAVE MANUFACTURER'S CERTIFICATION OF COMPLIANCE WITHCALIFORNIA ENERGY COMMISSION STANDARDS AND REQUIREMENTS, WHERE SUCH ARE USED IN CONDITIONEDSPACES.4. EXIT SIGNS , EMERGENCY LIGHTS AND LIGHT FIXTURES WITH EMERGENCY BATTERY BACK-UP SHALL SUPPLY AMINIMUM DURATION OF 90 MINUTES OF POWER IN THE EVENT OF A POWER OUTAGE/FAILURE.5. ALL RECESSED LIGHT FIXTURES SHALL BE U.L. APPROVED FOR ZERO CLEARANCE INSULATION COVER WHENINSTALLED IN INSULATED CEILINGS.GENERAL CONSTRUCTION NOTES1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. MATERIALS AND EQUIPMENTSHALL BE U.L. LISTED AND LABELED FOR THE APPLICATION.2. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTION FEES REQUIRED BYTHIS CONTRACT WORK.3. CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO BIDDING AND ALLOW FOR ALL FIELD CONDITIONS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL WORK NOTED AND CALLED OUT ON ALLCONTRACT DOCUMENTS. THE CONTRACTOR SHALL OBTAIN INFORMATION AND BE FAMILIAR WITH ALL OTHERTRADES WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN OTHER TRADESON PROJECT.4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PERSONS AND PROPERTY AND SHALL PROVIDEINSURANCE COVERAGE AS NECESSARY FOR LIABILITY AND PERSONAL, PROPERTY DAMAGE, TO FULLYPROTECT THE OWNER, ARCHITECT AND ENGINEER FROM ANY AND ALL CLAIMS RESULTING FROM THIS WORK.5. CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS AT THE PROJECT SITE INDICATING ALL MODIFICATIONSTO ELECTRICAL SYSTEMS. THE CONTRACTOR SHALL AT THE CONCLUSION OF THE PROJECT PROVIDEACCURATE "AS-BUILT" DRAWINGS ACCEPTABLE TO THE ARCHITECT.6. ALL MATERIALS PROVIDED TO THE PROJECT SHALL BE NEW. THE CONTRACTOR SHALL BE RESPONSIBLE TOPROVIDE AND INSTALL ALL INCIDENTAL MATERIALS REQUIRED FOR A COMPLETE INSTALLATION.7. CONTRACTOR SHALL PROVIDE TO THE ARCHITECT A CONSTRUCTION SCHEDULE OF ELECTRICAL WORK. THECONSTRUCTION SCHEDULE SHALL IDENTIFY ALL SIGNIFICANT MILESTONES WITH COMPLETION DATES.8. CONTRACTOR SHALL PROVIDE ALL REQUIRED "CUTTING, PATCHING, EXCAVATION, BACKFILL AND REPAIRS"NECESSARY TO RESTORE DAMAGED SURFACES TO EQUAL OR BETTER THAN ORIGINAL CONDITIONS EXISTINGAT START OF WORK.9. CONTRACTOR SHALL BE RESPONSIBLE FOR PAINTING ALL EXPOSED CONDUITS AND ELECTRICAL EQUIPMENT.REFER TO ARCHITECTS PAINTING SECTION FOR REQUIREMENTS.10. ALL ELECTRICAL EQUIPMENT INSTALLED OUTDOORS SHALL BE WEATHERPROOF. EXTERIOR CONDUITS RUNINTO BUILDINGS SHALL BE INSTALLED WITH FLASHING, CAULKED AND SEALED. CONDUITS FOR EXTERIORELECTRICAL DEVICES SHALL BE RUN INSIDE BUILDING UNLESS OTHERWISE NOTED ON DRAWINGS.11. ALL CONDUITS UNLESS OTHERWISE NOTED ON DRAWINGS SHALL HAVE AS A MINIMUM: TWO (2) #12s WITH ONE(1) #12 GROUND. "TICK" MARKS SHOWN ON CIRCUITRY ARE FOR ROUGH ESTIMATING ONLY. THE CONTRACTORSHALL BE RESPONSIBLE FOR ALL WIRES AND WIRE SIZES REQUIRED BY LATEST CODE.12. ALL BRANCH CIRCUITS SHALL HAVE INDIVIDUAL NEUTRALS. SHARED NEUTRALS ON MULTIWIRE CIRCUITS ISNOT ALLOWED.13. ALL 120/277V LIGHT SWITCHES AND WALL OCCUPANT SENSORS SHALL HAVE A NEUTRAL INSTALLED TO THEDEVICE BOX EXCEPT WHERE A CONDUIT OR SURFACE RACEWAY SYSTEM IS INSTALLED.14. COORDINATE ALL CONDUIT RUNS, ELECTRICAL EQUIPMENT AND PANELS WITH ALL OTHER WORK TO AVOIDCONFLICTS.15. SEE ARCHITECTURAL DOCUMENTS FOR EXACT PLACEMENT OF LIGHTING FIXTURES AND DEVICES. THEELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF CEILING TYPES FROMARCHITECTURAL DOCUMENTS AND PROVIDE AND INSTALL ALL REQUIRED FIXTURE MOUNTING HARDWARE.PROVIDE AND INSTALL U.L. LISTED FIRE STOP ENCLOSURES FOR ALL RECESSED FIXTURES IN FIRE RATEDCEILINGS.16. FROM ALL NEW FLUSH MOUNT PANELS; THE CONTRACTOR SHALL STUB UP INTO ACCESSIBLE CEILING SPACEA MINIMUM OF FOUR (4) 3/4" CONDUITS FOR FUTURE USE.17. CONTRACTOR SHALL, PRIOR TO BID, FIELD VERIFY ALL REQUIREMENTS FOR MODIFYING THE EXISTING CLOCK,DATA, AND INTERCOM SYSTEMS TO ACCOMMODATE ADDITIONS NOTED. THE CONTRACTOR SHALL PROVIDEALL MATERIALS NEEDED TO MAKE A FULLY OPERATIONAL SYSTEM AT THE CONCLUSION OF PROJECT WORK.18. CONTRACTOR SHALL PROVIDE IN EVERY NEW EMPTY CONDUIT A DRAW STRING FOR USE IN FUTURECONSTRUCTION.19. ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. CUT AND PATCH EXISTING WALLS WHERENECESSARY. WHERE IT IS NECESSARY TO CUT OR BORE EXISTING STRUCTURAL WALLS FOR NEW ELECTRICALWORK OBTAIN PERMISSION FROM THE ARCHITECT PRIOR TO STARTING WORK. REUSE EXISTING CONDUITWHERE POSSIBLE.20. WHERE IT IS NOT POSSIBLE TO REUSE EXISTING CONDUIT OR RUN NEW CONCEALED CONDUIT USENON-METALLIC SURFACE RACEWAY AND BOXES. ROUTING OF ALL NON-METALLIC RACEWAYS SHALL BEAPPROVED BY THE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO ROUGH-IN.21. EXTENSION RINGS OR RESET BOXES TO BE FLUSH WITH NEW WALL THICKNESS.22. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO EXISTING UNDERGROUND SYSTEMS (GAS,WATER, TELEPHONE, ELECTRICAL, SEWER, ETC.). THE CONTRACTOR SHALL REPAIR & PAY ALL EXPENSES FORDAMAGE TO EXISTING UNDERGROUND SYSTEMS AS A RESULT OF NEW WORK. REPAIR TO DAMAGEDUNDERGROUND SYSTEMS SHALL BE TO THE OWNERS SATISFACTION WITHOUT EXTRA EXPENSE TO THEOWNER.23. EXISTING WIRING SHOWN HAS BEEN TAKEN FROM OLD PLANS AND IS ASSUMED TO BE CORRECT. ELECTRICALCONTRACTOR SHALL FIELD VERIFY ACTUAL CONDITIONS AND MAKE ADJUSTMENTS TO SUIT ACTUALCONDITIONS AND TO MEET THE INTENT OF THE CONTRACT DOCUMENTS.24. WHERE NON-METALLIC SHEATHED CONDUCTORS ARE FOUND, THE CONTRACTOR SHALL REMOVE TOFULLEST EXTENT PER THE GENERAL DEMOLITION NOTES AND REPLACE WITH CONDUIT. METAL CLAD CABLEWILL BE PERMITTED ON A CASE-BY-CASE BASIS ONLY BY WRITTEN APPROVAL FROM THE ARCHITECT.25. ALL INSTALLATION OF EXPOSED SURFACE MOUNTED RACEWAY IN PUBLIC AREAS SHALL BE REVIEWED BY[ARCHITECT] [ELECTRICAL ENGINEER] BEFORE ROUGH-IN. CONTRACTOR IS TO DETERMINE THEACCESSIBILITY OF ATTIC, FURRED SPACE, HOLLOW MULLIONS, ETC. IN EACH AREA AND REVIEW WITH[ARCHITECT] [ELECTRICAL ENGINEER]. IF SYSTEM CAN BE ROUTED CONCEALED EITHER BY FISHING ORACCESSIBILITY, CONTRACTOR IS TO DO SO. IF INACCESSIBILITY IS DETERMINED, CONTRACTOR SHALLINSTALL SURFACE MOUNTED RACEWAY IN THE MOST AESTHETICALLY PLEASING MEANS AS DETERMINED BYTHE [ARCHITECT] [ELECTRICAL ENGINEER]. NO ALLOWANCE FOR ADDITIONAL COMPENSATION DUE TOROUTING AS DIRECTED BY THE [ARCHITECT] [ELECTRICAL ENGINEER] WILL BE MADE.26. CONTRACTOR SHALL COORDINATE WITH PG&E, AT&T & PAY ALL CHARGES FOR TEMPORARY CONSTRUCTIONPOWER & TELEPHONE.27. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES AND OBTAIN UTILITY COMPANY CONSTRUCTIONDOCUMENTS. UTILITY COMPANY CHARGES SHALL BE PAID BY OWNER.APPLICABLE CODES & STANDARDSCODES:1. 2022 CALIFORNIA ADMINISTRATIVE CODE C.A.C., PART 1, TITLE 24, C.C.R.2. 2022 CALIFORNIA BUILDING CODE (CBC) C.C.R., TITLE 24, VOL. 1 & 2 BASED ON THE2021 INTERNATIONAL BUILDING CODE (IBC) WITH CALIFORNIA AMENDMENTS.3. 2022 CALIFORNIA RESIDENTIAL CODE C.C.R., TITLE 24, PART 2.5 BASED ON THE 2021INTERNATIONAL RESIDENTIAL CODE WITH CALIFORNIA AMENDMENTS.4. 2022 CALIFORNIA ELECTRICAL CODE (CEC) C.C.R., TITLE 24, PART 3 BASED ON THE2020 NATIONAL ELECTRICAL CODE (NEC) WITH CALIFORNIA AMENDMENTS.5. 2022 CALIFORNIA MECHANICAL CODE (CMC) C.C.R., TITLE 24, PART 4 BASED ON THE2021 UNIFORM MECHANICAL CODE (UMC) WITH CALIFORNIA AMENDMENTS.6. 2022 CALIFORNIA PLUMBING CODE (CPC) C.C.R., TITLE 24, PART 5 BASED ON THE 2021UNIFORM PLUMBING CODE (UPC) WITH CALIFORNIA AMENDMENTS.7. 2022 CALIFORNIA ENERGY CODE C.C.R., TITLE 24, PART 6.8. 2022 CALIFORNIA FIRE CODE (CFC) C.C.R., TITLE 24, PART 9 BASED ON THE 2021INTERNATIONAL FIRE CODE (IFC) WITH CALIFORNIA AMENDMENTS.9. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE C.C.R., TITLE 24, PART 11.10. 2022 CALIFORNIA REFERENCED STANDARDS CODE C.C.R., TITLE 24, PART 12.11. TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.12. NATIONAL FIRE ALARM CODE (NFPA 72) 2022.13. CITY OF SAN LUIS OBISPO ORDINANCES, CODES, AND REGULATIONS.STANDARDS:1. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)2. ELECTRONICS INDUSTRIES ASSOCIATION (EIA)3. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE)4. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)5. NATIONAL ELECTRICAL TESTING ASSOCIATION (NETA)6. UNDERWRITER LABORATORIES (UL)7. CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS (CAL/OSHA)HALF SWITCHED DUPLEX RECEPTACLEINSTALLATIONRECEPTACLE - DUPLEX FLOOR MOUNTED DUPLEX RECEPTACLEJPANELBOARD - FLUSH MOUNTEDSIZE PER CODE, TAPE AND TAG WIRESPANELBOARD - SURFACE MOUNTEDEQUIPMENT PANEL - SURFACE MOUNTEDEQUIPMENT PANEL - FLUSH MOUNTEDMETER W/ CURRENT TRANSFORMERINTERIOR SPEAKERS CEILING MOUNTEDTV OUTLET VOICE/DATA OUTLET - FLOOR MOUNTEDJUNCTION BOX - CEILING OR WALL MOUNTED, GFCI CONVENIENCE RECEPTACLE - DUPLEXDUPLEX RECEPTACLE MOUNTED ABOVE COUNTER -FIELD VERIFY HEIGHTPOWER OUTLET - SEE PLANS FOR NEMA TYPERECEPTACLE DOUBLE DUPLEX VOICE/DATA WALL OUTLET WALL TELEPHONE OUTLETCLOCK +8'-0" AFF U.O.N. VERIFY BEFORE PER EQUIPMENT MFGRS NAMEPLATE DATAFUSED DISCONNECT SWITCH ELEMENT FUSES SIZEDGROUND ELECTRODENEMA 3R ENCLOSURE UNLESS OTHERWISE SPECIFIEDMAGNETIC STARTER - NEMA SIZE INDICATEDNON-FUSED DISCONNECT SWITCHGROUND ROD WITH GROUNDWELL BOXCIRCUIT BREAKERNORMALLY CLOSED CONTACTNORMALLY OPEN CONTACTTRANSFORMER - SEE SINGLE LINE FOR SIZEMOTOR CONNECTIONCOMBINATION STARTER/FUSED DISCONNECT SWITCH;DETAIL OR SECTION REFERENCESECURITY DOOR CONTACTSPULLBOXSYMBOLS & ABBREVIATIONS SHOWN ARE FOR GENERAL USE. DISREGARD THOSE WHICH DO NOT APPEAR ON THE PLANS.DETAIL NOTE REFERENCE SYMBOLSEE ASSOCIATED NOTE ON SAME DETAIL21E3.0INTERIOR SPEAKERS WALL MOUNTEDMINDICATES QUANTITY OF DATA OUTLETSINDICATES QUANTITY OF TELEPHONE OUTLETS12F301FEEDER DESIGNATION;SEE ASSOCIATED NOTE ON SAME DETAILSINGLE RECEPTACLEDUPLEX RECEPTACLE - CEILING MOUNTEDPOWER POLEFUSED DISCONNECT SWITCH; FUSED WITHDUAL-ELEMENT FUSES SIZED PER EQUIPMENTMFGR'S NAMEPLATE DATACCTV CAMERASECURITY MOTION DETECTORFLOOR MOUNTED BOXDETAIL NUMBERSHEET NUMBERELECTRICAL SYMBOLS & ABBREVIATIONS********SECURITY SYSTEM KEYPADSSCKPSCMDGFCI CONVENIENCE DUPLEX RECEPTACLEMOUNTED ABOVE COUNTER - FIELD VERIFY HEIGHTJABBREVIATIONSLETTER INDICATES DUPLEX HALFCONTROLLED RECEPTACLEHC*LETTER INDICATES DUPLEX FULLYCONTROLLED RECEPTACLEC*SINGLE POLE SWITCHFOUR WAY SWITCHTHREE WAY SWITCHLIGHTING DIMMERKEY OPERATED SWITCHSINGLE POLE SWITCH,a = CIRCUIT CONTROLLEDMANUAL MOTOR STARTER3a4KMSWALL OCCUPANCY SENSORLIGHTING CONTROL OCCUPANCY SENSOR CORNER MOUNTEDDOUBLE SWITCHED WALL OCCUPANCYS2SENSOR****************SSSSSSSDIMMER ROOM CONTROLLERDRCDIGITAL DUAL TECHNOLOGYWALL OCC. SENSORSSDIGITAL MULTI SCENELIGHTING SWITCHSDIGITAL ON/OFF SWITCHSSDDIGITAL DIMMER SWITCHM#PLUG LOAD CONTROLLERROOM LIGHTING CONTROLLERLCPLIGHTING CONTROL PANELDIGITAL DAYLIGHT SENSORDLDIGITAL DUAL TECHNOLOGYOCC. SENSOR****SEE SCHEDULESEE SCHEDULESEE SCHEDULEEMERGENCY LIGHTTRACK LIGHTING - SEE SCHEDULELUMINAIRE - RECESSED - SEE SCHEDULEEXIT LIGHT - DIRECTIONAL ARROWS ASINDICATED - SEE SCHEDULELUMINAIRE - POLE OR POST MOUNTED - BOLLARD OR PATH LIGHT - SEE SCHEDULESTRIP FLUORESCENT OR LED LUMINAIRE - LUMINAIRE - SURFACE MOUNTED - LUMINAIRE - WALL MOUNTED SEE SCHEDULEFLUORESCENT OR LED LUMINAIRE -EMERGENCY OR NIGHT LIGHT RECESSED WALL WASHERSEE SCHEDULE****DIMMING DUAL TECHNOLOGY **SS2WALL SWITCH OCCUPANCY SENSOR2-BUTTON DIMMING DUAL TECHNOLOGY WALL SWITCH OCCUPANCY SENSOR**CHDOOR BELL PUSHBUTTONDOOR CHIME WITH LEDRCPC**WIRELESS ACCESS POINT (WAP) -CEILING MOUNTEDWIRELESS ACCESS POINT (WAP) -WALL MOUNTED - FIELD VERIFY HEIGHTVOICE/DATA OUTLET MOUNTED ABOVECOUNTER - FIELD VERIFY HEIGHT[#][#][#]SURFACE MOUNTED VOICE/DATA WALL OUTLET *SURFACE MOUNTED VOICE/DATA OUTLETMOUNTED ABOVE COUNTER - FIELD VERIFY HEIGHT[#][#]VOICE/DATA OUTLET - CEILING MOUNTED[#]SHEET INDEX#10E23CONDUIT - UPCONDUIT - DOWNCONDUIT EMERGENCY SYSTEMFLEX CONDUIT WITH CONNECTIONSURFACE METAL OR NON-METALLIC RACEWAYCONDUIT - CONCEALED IN WALLS OR CEILINGCONDUIT - EXISTINGCONDUIT - BELOW SLAB OR UNDERGROUND: 3/4"MIN.CONDUIT CONTINUATIONCAPPED OR STUB-OUT CONDUITLOW VOLTAGE WIRINGLVSHEET NOTE REFERENCE SYMBOL;SEE ASSOCIATED NOTE ON SAME SHEETSCHEDULE SYMBOL; SEE ASSOCIATEDNOTE ON SAME SHEETCONDUIT - HOME RUN TO PANEL, TERMINALCABINET, ETC. RUNS MARKED WITHCROSSHATCHES INDICATE NUMBER OF #12AWG WIRES WHEN MORE THAN TWO. SIZECONDUIT ACCORDING TO SPECIFICATIONSAND APPLICABLE CODE. CROSS HATCHESWITH NUMBER ADJACENT INDICATES WIRESIZE OTHER THAN #12 AWG.ERMSHEIGHTHTINTERCOMPANELLIGHTINGKILOWATTKILOVOLTJUNCTION BOXLIGHTING CONTROLKVALCPLTGJBKWKVKILOVOLT AMPERESICINCANDESCENTINCANDINTERMEDIATE IDFDISTRIBUTION FRAME**+48" A.F.F. TO TOP OF BOX, U.O.N.+15" A.F.F. TO BOTTOM OF BOX, U.O.N.*PULL BOXPBPA PUBLIC ADDRESSCHLORIDEPOLYVINYLREQUIREDSHEETSWITCHPHASEPANELPVCPNLREQDSWBDSHT(R)SWPFWITHWATTVOLTUONXFMRW/WWPVTYP TYPICALMOUNTEDMETAL HALIDETHOUSANDLOW VOLTAGECIRCULAR MILSMAIN LUGS ONLYNEWNOT IN CONTRACTON CENTERCONTRACTNOT IN ELECTRICALMOUNTINGPOWER FACTORSWITCHBOARDUNLESS OTHERWISE NOTEDREQUIREMENT(S)RELOCATETRANSFORMERWEATHERPROOFMTDKCMLVMHMLOOCNIECNIC(N)MTGOWNER FURNACEDOFCIREQMT'SMECHANICALMECHRECPT'S RECEPTACLES(RP) REMOVABLE POLEPWR POWERUG UNDERGROUNDSINGLE LINE DIAGRAMSLDOAH OVERALL HEIGHTPASSIVE INFRAREDPIRPHPHOTOVOLTAICPVTTB TELEPHONE TERMINALBACKBOARDMAIN DISTRIBUTION FRAMEMDFMAIN POINT OF ENTRANCEMPOESYSTEMS TERMINATIONCABINETSTCFUTUREGROUND FAULTGROUNDINTERRUPTINGGFCI(F)AFFAABOVE FINISHED FLOORAMPEREGND, GAWGARCHBKRCBC.O.CLGCTRCKTDIMDISTCL(E)CEQUIPFINFACPFAFLEMTFLOORMETALLIC TUBINGCONTROL PANELEQUIPMENTFIRE ALARMFINISHFIRE ALARMAMERICAN WIRECIRCUIT BREAKERBREAKERGAUGEDISTRIBUTIONCIRCUITCENTER LINECEILINGCONDUIT ONLYCENTERDIMENSIONEXISTINGELECTRICALCONDUITARCHITECTGALVANIZED RIGIDGRSSTEELEM EMERGENCYALUM/AL ALUMINUMFLUOR FLUORESCENTGENERAL CONTRACTORGCCATV CABLE TVCCTV CLOSED CIRCUIT TVEC ELECTRICAL CONTRACTOR GFI(EL) EVENING LIGHTNUMBERNOT TO SCALENTSNO.(NL) NIGHT LIGHTNOMINALNOMD DIMMERFC FOOT CANDLEFLA FULL LOAD AMPSMINIMUMMCACIRCUIT AMPSMAXIMUM OVERMOCPCURRENT PROTECTIONNUMBER IN BRACKETS DENOTES NUMBEROF CABLE DROPS WHEN MORE THAN (2).[#]VOLTAGE DROPVDEVELECTRICAL VEHICLE MAIN CIRCUIT BREAKER M.B.ERMSMAINTENANCE SWITCHENERGY REDUCTIONOVERHEADOHCONTRACTOR INSTALLEDE0.1 SYMBOLS, ABBREVIATIONS, LIGHT FIXTURE SCHEDULE,CODES, STANDARDS, NOTES & SHEET INDEX.E0.2 CALIFORNIA ENERGY COMPLIANCE TITLE 24 - OUTDOOR.E1.1 ELECTRICAL SINGLE LINE DIAGRAM & DETAILS.E2.1 ELECTRICAL SITE PLAN.E6.1 ELECTRICAL DETAILS.E6.2 ELECTRICAL DETAILS & PANELBOARD SCHEDULE.PURE FORM SERIESGARDCOLED30WSAME AS FIXTURE TYPE "XA-1" EXCEPT TYPE 3DISTRIBUTION.4000K PPT-196L-650-NW-G2-3-UNVBLX-II SERIESVISIONAIRELED150WBLX-II-3; TYPE 4 LONG OPTICS; 20 LUMENS; 20'OVERALL HEIGHT.4000K BLX-II-3_T4L_20L_4K-20' HBLX-II SERIESVISIONAIRELED150WSAME AS FIXTURE TYPE "XB-1" EXCEPT TYPE 2 OPTICS4000K BLX-II-3_T2_20L_4K-20' HBLX-II SERIESVISIONAIRELED500WBLX-II-4; TYPE 4 LONG OPTICS; 65 LUMENS; 20'OVERALL HEIGHT4000K BLX-II-4_T4L_65L_4K-20' HXA-2XB-1XB-3XB-1BPURE FORM SERIESGARDCOLED31WSAME AS FIXTURE TYPE "XA-1" EXCEPT WATTAGE.4000K PPT-196L-1150-NW-G2-5-UNVXA-3 EMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO.DATEPURPOSEDRAWN BYCHECKEDSCALEDATEJOB02 . 16 . 2024230001.00303 potrero street, suite 40-csanta cruz, ca 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCHProject No.ONTEREY NGINEERSONSULTINGEMURUM A CAY, INC.B1798 Technology Dr. Suite 242 San Jose, CA 95110T.831.646.3330 F.831.646.3336 www.acemb.com23-001.00E0.2CALIFORNIA ENERGY COMPLIANCEOUTDOOR TITLE-24-RESERVED FOR TITLE 24 DOCUMENTATION- 0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCHProject No.ONTEREY NGINEERSONSULTINGEMURUM A CAY, INC.B1798 Technology Dr. Suite 242 San Jose, CA 95110T.831.646.3330 F.831.646.3336 www.acemb.com23-001.00E1.1ELECTRICAL SINGLE LINE DIAGRAM& DETAILS2NO SCALEPANEL GROUNDINGGROUND ROD BOX DETAIL96" MIN.18" MIN.3NOTE:WHERE METAL CONDUIT USED INLIEU OF PVC, PROVIDE GROUNDBUSHINGS & BONDS PER CODENO SCALE1. FINISHED GRADE2. GROUND CONDUCTOR; #6 AWG.3. SEAL CONDUIT WATERTIGHT4. GROUT BOTTOM MINIMUM 3"5.34" x 8'-0" COPPER CLAD GROUND ROD6. LID LABELED "GROUND ROD"7. CHRISTY "F8" GROUND ROD BOX8. UNDISTURBED EARTH9. GROUND CLAMP10. COAT ALL INSIDE SURFACESW/SEALANTDETAIL NOTES:345216710981NO SCALEELECTRICAL SINGLE LINE DIAGRAMPANEL "RR"1. PANEL PROVIDED AND INSTALLED AS PART OF PREFABRICATEDBUILDING. ELECTRICAL CONTRACTOR SHALL COORDINATE CONNECTIONWITH BUILDING CONTRACTOR.DETAIL NOTES:AMPACITYFEEDER SCHEDULEDESIGNATIONCONDUIT & CONDUCTORS SIZESSINGLE LINE DIAGRAM LEGEND(EXISTING)(NEW)(E) FLOOR/PAD MOUNTED EQUIPMENT(N) FLOOR/PAD MOUNTED EQUIPMENT1CONCRETE TRANSFORMERPAD AND GROUNDING FORPG&E XFMR*400/3PG&E METERM*#3/060/2F409MAIN SWITCHBOARD "MSB";400A, 120/208V, 3Ø, 4W, NEMA 1, 65K AIC.1E6.1*(1) 5" C.O. PG&E SECONDARY**PER PG&E RULES, REGULATIONS & STANDARDS.LANDING LUGS*3TYPICAL TRENCH SECTION4NO SCALENO SCALETYPICAL PULLBOX DETAIL530" MIN. U.O.N.REINFORCED CONC. LID LABELED AS NOTED ON FINISHED GRADEGROUT FILL (TYPICAL)CONDUITDETAIL NOTES:1. SIZE(S) & MFGR. AS NOTED ON DRAWINGS.2. PROVIDE & INSTALL TAMPER RESISTANT BOLT DWON LID FOR ALL PULLBOXES.BELL ENDS12"6"DRAWINGSPULL BOXPROVIDE EXTENSIONS ASREQUIRED1 12" MIN. DIA.DRAIN ROCK18" MIN. ALL SIDES(1) 4" C.O. PG&E PRIMARY*(E) PG&E PRIMARY PULLBOXF411300 3 1/2" C., 4 #350kcm & 1 #4 GND.PANEL "P1"125/3F410F409225 2 1/2" C., 4 #4/0 & 1 #4 GND.TYPICAL MODULAR BUILDING GROUNDING INSTALLATION6NO SCALE1. GROUND BUS.2. COPPER GROUND CONDUCTOR TO METAL FRAME WHEN PROVIDED.3. COPPER LCAD GROUND ROD 10'-0" LONG 34"Ø PER CEC 250.50.4. RELOCATABLE BUILDING.5. ELECTRICAL PANEL.6. CHANNEL SUPPORT.7. RIGID CONDUIT WITH CONDUCTOR, ATTACHED TO WALL WITH 2-HOLESTRAPS.8. FINISH GRADE.9. GROUND ROD BOX CHRISTY "F8" OR EQUAL.10. SIZE OF CONDUCTORS SHALL COMPLY WITH CEC 250.66.11. BOND SEPARATE CONDUCTORS FROM GROUND ROD TO ELECTRICALPANEL AND TO METAL BUILDING FRAME PER CEC 250.30.12. CHECK RESISTANCE TO GROUND, IF RESISTANCE EXCEEDS 25 OHMS,INSTALL ADDITIONAL GROUND RODS AS REQUIRED PER CEC 250.53.DETAIL NOTES:NOTES:A. ALL MODULES OF METAL FRAME BUILDINGS SHALL BEELECTRICALLY BONDED TOGETHER (BOLTING ONLY IS NOTACCEPTABLE BONDING).B. BOND RAMP TO BUILDING.C. BOND WATER PIPES PER CEC 250.52(A)(1).1239876541012113E1.12E1.1#26E1.1#22UNPAVED AREAS3"FINISHED GRADE30" MIN.3"3"12"3"3"6"MIN. 95% COMPACT EARTH FILLPAVED AREASNOTES:1. SAW CUT, TRENCH & BACKFILL FOR NEW CONDUITS. PATCH WALKWAY TO MATCH (E) SURROUNDING SURFACES. CARESHALL BE TAKEN TO PROTECT EXISTING TREES. RESEED OR RESOD (E) DISTURBED PLANTED AREAS TO ARCHITECT'SSATISFACTION.2. BASE MATERIAL TO BE REPLACED TO THE DEPTH OF EXISTING BASE AND COMPACTED TO A MIN. 95% RELATIVECOMPACTION. A.C. MAY BE SUBSTITUTED FOR BASE MATERIAL. WHEN USED AS BACKFILL, CLASS 100-E-100 P.C.C. MAYBE SUBSTITUTED FOR BASE MATERIAL.WARNING MARKER TAPE CONTINUOUSLENGTH OF TRENCHCONDUIT, SEE PLANS FOR QUANTITY,SIZE AND USAGEMINIMUM 95% COMPACT SAND BACKFILL[NATIVE SOIL]NONMETALLIC CONDUIT SPACERS(OMIT SPACERS WHEN ONLY ONECONDUIT IN TRENCH)6" CLASS 2 AGGREGATEBASE, 95% COMPACTION3" THICK AC PAVINGWHEN OCCURSSAW CUT (E) AC PAVINGWHEN OCCURS125/3 M.B.NLGGENERAL NOTE:IF AVAILABLE ON THE PREMISES AT EACH BUILDING ORSTRUCTURE SERVED EACH OF THE FOLLOWING SHALLBE BONDED TOGETHER TO FORM THE GROUNDINGELECTRODE SYSTEM:a. METAL COLD WATER PIPE,b. METAL FRAME OF BUILDING,c. GROUND RING,d. OTHER ELECTRODES PER CEC 250.52(A)(2) THROUGH (7)3E1.11. PANEL.2. 1" CONDUIT SEE SINGLE LINE DIAGRAM 1/E1.1FOR GROUNDING ELECTRODE CONDUCTORREQUIREMENTS3. EQUIPMENT BONDING JUMPER, SUPPLIEDWITH PANEL INSTALLED BY CONTRACTOR.4. NEUTRAL BUS.5. GROUND BUS.23145DETAIL NOTES:F410250 3" C., 4 #250kcm & 1 #4 GND.CONTRACTOR SHALL OBTAIN GEOTECH REPORT; WHERE CONDUITS ARE STACKED, BACKFILL WITH CONTROL DENSITY FILL.***3E1.17NO SCALE1. SERVICE GROUND ROD2. BARE COPPER, SEE 1/E6.2 FOR SIZE.3. INCOMING NEUTRAL4. SERVICE EQUIP.5. NEUTRAL BUS6. GROUND BUS7. 1" PVC; WITH BARE COPPER GROUND,SEE 1/E6.1 FOR SIZE.MAIN SERVICE GROUND1234567DETAIL NOTES:7E1.1 INSTALL "EXTRA-DUTY" WEATHERPROOF "IN-USE" COVER, TAYMAC OR EQUAL.MOUNT AT STRUCTURE POST AT +15" ABOVE FINISHED GRADE TO BOTTOM OF DEVICE BOX.12. #8 CU. BOND TO GROUND AND LUGS ON ROOF STEEL BEAM.GENERAL NOTES:A. CONTRACTOR SHALL LOCATE ALL (E) UNDERGROUND UTILITIES PRIOR TO TRENCHINGAND TAKE CAUTION TO AVOID DAMAGE DURING TRENCHING. HAND TRENCH IFNECESSARY. CONTRACTOR SHALL MAKE ALL REPAIRS TO DAMAGED UTILITIES AT NOCHARGE TO OWNER.B. ALL WIRING FOR SITE LIGHTING SHALL BE #6 AWG MINIMUM, U.O.N.C. ALL UTILITIES (PG&E, AT&T AND CATV) ARE SHOWN IN SCHEMATIC FORM ONLY.CONTRACTOR SHALL VERIFY EXACT REQUIREMENTS WITH UTILITY COMPANYENGINEERED DRAWINGS PRIOR TO START OF CONSTRUCTION AND PROVIDEFACILITIES ACCORDINGLY.C. FOR ALL UNDERGROUND CONDUCTOR SPLICING IN CONCRETE PULLBOX,CONTRACTOR SHALL PROVIDE WEATHERPROOF WIRE NUTS.D. FOR ALL SITE LIGHTING, CONTRACTOR SHALL SPLICE DOWN INCOMING #6 AWGFEEDERS AT ADJACENT PULLBOX TO #8 AWG FOR CONNECTION TO LIGHT FIXTURE.XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXRTRTRTRTRTX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXX XX X XXXX XXX XX X XXXXXXXXXXXXXXXXXXXRTXXXXXXXXXXXXXXXXXXXXX XXXXXRTXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXPISMO STREETPACIFIC STREETNIPOMO STREET BEACH STREET XXXXXXXXXXXX X XXXX X XXXX XXX WPXA-3XA-39108TYP.1112PANEL "RR"121E1.145LCP1E6.2MSB1E1.1XA-2XA-2XA-1XA-1XA-1XA-1XA-1XA-2XA-1XA-2XA-2XB-1BXB-1BXB-1BXB-1BXB-1BXB-1BXA-2XA-1XA-1XA-2 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCHProject No.ONTEREY NGINEERSONSULTINGEMURUM A CAY, INC.B1798 Technology Dr. Suite 242 San Jose, CA 95110T.831.646.3330 F.831.646.3336 www.acemb.com23-001.00E6.1ELECTRICAL DETAILSNO SCALESERVICE PEDESTAL DETAIL (MSB)1TEST SWITCHNEUTRALGROUND BUSSLOAD SPLITTERSECTION 3NSECTION 1SECTION 2S/NGND#2 AWG120/208V 3PHASE, 4 WIRESERVICENOTE: LOAD CURRENT FOR ALL BREAKERS NOT TOEXCEED 80% OF BREAKER AMPERAGESERVICE EQUIPMENTWIRING DIAGRAMSERVICEDISCONNECT400/3METERINGDIAGRAM15CTMAIN RATED@ 65KAICCURRENT TRANSFORMERS,TEST SWITCH & WIRING BYTHE UTILITY COMPANY7E1.11. SEE 1/E1.1 FOR FEEDER SIZE.DETAIL NOTES:#1 AWGPER PG&E RULES, REGULATIONS & STANDARDS.*#3/0 AWGSPARE30150PANEL "SP"100PANEL "RR"SPARE30125PANEL "P1"SPARE20SPARE3020SPARE20SPARE50SPARESPARE2050SPARE20SPARE20SPARE20SPARE20SPARE202020202020SPARESPARESPARESPARESPARESPARESPARE30MUST BE RATED AT NOCURRENT TRANSFORMERSPROVIDED BY UTILITYLESS THAN 22K AIC.11FIXTURE TYPE "XC" MOUNTING2NO SCALEFIXTURE TYPE "XA" MOUNTINGNO SCALE3LANDING LUGS##DEADFRONT SWITCHBOARDSECTIONOF SECTIONSVOLTAGE SUPPLY SECTIONHZSHORT CIRCUITCURRENT RATINGAT VOLTS PHASE WVRMSAMPERES SYM.METER SOCKET RATINGA. CONT.ENCLOSURE:AMPEREST-7E1.1FINISHEDGRADE4" GRID.; 2500 PSI @ WITH STEEL WIRE MESH 28 DAY CONCRETE24"2"2", TYP. ALL SIDES1. FABRICATED FROM 14 GA #304 STAINLESS STEEL INT. 14 GA. COLD ROLLED 4. NUTS, BOLTS & SCREWS WILL NOT BE VISIBLE FROM OUTSIDE OF ENCLOSURE.6. CONTROL WIRING WILL BE MARKED AT BOTH ENDS BY PERMANENT WIRE MARKERS.8. ENCLOSURE WILL BE FACTORY WIRED AND CONFORM TO REQUIRED NEMATHE FRONT DOOR.2. CONSTRUCTION WILL BE NEMA 3R, RAINTIGHT. 3. ALL NUTS, BOLTS AND SCREWS WILL BE STAINLESS STEEL.5. NAMEPLATES WILL BE PROVIDED AS REQUIRED.STEEL ELECTRICALLY WELDED AND REINFORCED WHERE REQUIRED.7. A PLASTIC COVERED WIRING DIAGRAM WILL BE ATTACHED TO THE INSIDE OFENCLOSURE CONSTRUCTION NOTES:AND UL 508A STANDARDS.9. ENCLOSURE RATED AT 65K AIC WITH EXCEPTION OF METER SOCKET AND SUPPORT HARDWARE10. SERVICE ENCLOSURE SHALL MEET EUSERC REQUIREMENTS.11. SERVICE ENCLOSURE SHALL BE PAINTED CITY APPROVED COLOR.SECTION 1SECTION 3SECTION 2.312.218.312.218 C1C2C3C4FRONT VIEW66"36.0"36.0"36.0"BASE VIEW12.9"15.2"18.3"36.0"34.3"32.0"36.0"34.3"32.0"36.0"34.3"32.0"GENERAL NOTE:CONTRACTOR SHALL REFERENCE AND INSTALL FOOTINGS/POLE BASES PER STRUCTURAL DETAILS/CALCULATIONS ON LANDSCAPE PLANS.STRUCTURAL DETAILS ON LANDSCAPE PLANS SHALL TAKE PRECEDENCE OVER THIS DETAIL FOR FOOTING OF POLE LIGHTS.TYPE-3R20(CT)4320865K60400A400A120/2081124-418CTSSXSBCPOLEBASEGRADE36"23456789101112143" TYP.3" TYP.(C)(B) BASE30"(A) POLE36"13MINIMUM DIAMETER. IN ALL CASES,DIAMETER OF BASE SHALL BE "C"DIMENSION OR BOLT CIRCLE DIA. +8"WHICHEVER IS GREATER.*1. YOKE MOUNTED FIXTURE2. GROUND BOND LUG IN POLE3. HANDHOLE WITH GASKETCOVER4. FINISHED GRADE5. LEVEL NUTS6. 6 #4 VERTICAL BARS EQUALLYSPACED; HOOK ENDS7. ANCHOR BOLTS AND BASECOVER8. GROUT FILLED WITH 1" x 45°BEVEL AT EDGE9. 3 #3 TIES IN UPPER 5" OF BASE10. ANCHOR BOLT; QUANTITY &SIZE PER POLE MFGR.FURNISHED WITH POLE.MINIMUM 58" DIAMETERANCHOR RODS WITH 12"EMBED. (4 TOTAL IN A 5" x 5"SQUARE LAYOUT) AND 14" BASEPLATE. ANCHOR BOLTS SHALLBE WITHIN VERTICAL REBARCAGE11. PVC ELBOW AND RISER12. BRANCH CIRCUIT PVC CONDUIT13. 3000 P.S.I. AT 28 DAYSCONCRETE FOOTING14. #3 HORIZONTAL TIES AT 8" O.C.LAP END15. CONTRACTOR SHALL ENSURETHAT FINISH OF EXPOSEDBASE IS SMOOTH WITH EVENTEXTURE.DETAIL NOTES:A B CFOOTINGDEPTHBELOWGRADEFOOTINGDIAMETERPOLELENGTH8'-0" TO 15'-0" 4'-0"1'-6"*1A15BACPOLEBASEGRADE3" TYP.3" TYP.(C)(B) BASE30"(A) POLE131412111098 76543211. POST TOP MOUNTED FIXTURE2. GROUND BOND LUG IN POLE3. HANDHOLE WITH GASKETCOVER4. TOP OF PAVING/SIDEWALK,FINISHED GRADE.5. LEVEL NUTS6. 6 #4 VERTICAL BARS EQUALLYSPACED; HOOK ENDS7. ANCHOR BOLTS AND BASECOVER8. CONTRACTOR SHALL ENSURETHAT FINISH OF EXPOSED BASEIS SMOOTH WITH EVENTEXTURE.9. 3 #3 TIES IN UPPER 5" OF BASE10. 4-34"Ø x 17" STD HEADED ASTMA307 ANCHOR BOLTS ON 7"BOLT CIRCLE EMBEDED 12" MIN.INTO CONC.; QUANTITY & SIZEPER POLE MFGR. FURNISHEDWITH POLE. ANCHOR BOLTSSHALL BE WITHIN VERTICALREBAR CAGE.11. PVC ELBOW AND RISER12. BRANCH CIRCUIT PVC CONDUIT13. 3000 P.S.I. AT 28 DAYSCONCRETE FOOTING14. #3 HORIZONTAL TIES AT 9" O.C.LAP ENDDETAIL NOTES:MINIMUM DIAMETER. IN ALL CASES,DIAMETER OF BASE SHALL BE "C"DIMENSION OR BOLT CIRCLE DIA. +8"WHICHEVER IS GREATER.*A B CFOOTINGDEPTHBELOWGRADEFOOTINGDIAMETERPOLELENGTH8'-0" TO 15'-0"4'-0"1'-6"* EMERSON PARK CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCHProject No.ONTEREY NGINEERSONSULTINGEMURUM A CAY, INC.B1798 Technology Dr. Suite 242 San Jose, CA 95110T.831.646.3330 F.831.646.3336 www.acemb.com23-001.00E6.2ELECTRICAL DETAILS& PANELBOARD SCHEDULEGENERAL NOTES:A. ALL PART NUMBERS ARE WATTSTOPPER, U.O.N.B. EXTERIOR SCHEDULE (SET TIMER PER OWNER):"EL" - ON AT DUSK, OFF AT SET TIME"NL" - ON AT DUSK, OFF AT DAWNC. CIRCUIT SITE LIGHTING VIA THIS PANEL.D. CIRCUIT RECEPTACLES VIA THIS PANEL.1. LOCATE AT NORTH EAVE OF BUILDING.2. THIS DETAIL IS FOR GENERAL INFORMATIONONLY. CONTRACTOR SHALL OBTAIN ANDFURNISH AUTOCAD DRAWINGS FROMWATTSTOPPER FACTORY REPRESENTATIVEDETAIL NOTES:865432RBYWRBYWRBYWRBYWRBYWRBYWGNDNEUT115V277VINNER COVER LATCH (1 OF 2).PULL TO RELEASE, PRESS TO LATCH.EXTERIORPHOTOCELLLM-PO-200USE 4/#187WYBR1RBYW120VLIGHT FIXTURENPOWERSUPPLYRELAY STATUS LEDMANUAL OVERRIDESWITCH FOR RELAYS161514RBYWRBYWRBYWWYBR13NO SCALE1EXTERIOR LIGHTING CONTROL GROUNDNEUTRAL120VDIGITALPHOTOCELLINPUT MODULELMIO-301WATTSTOPPER LMCP 24DLM RELAY PANELWITH 24 RELAYS, NEMA 11POST GROUNDING2NO SCALEUSE MECHANICAL LUG TOPOSTS THAT ARE DIRECTBURIED AND PIPE CLAMPSWITHIN FRAMING OFCOLUMN AT STRUCTURE3E1.1HAND HOLE201918RBYWRBYWRBYWWYBR17242322RBYWRBYWRBYWWYBR2112109RBYWRBYWRBYW11RBYW 18.68.99.18.88.58.17.77.47.06.14.73.42.51.91.51.31.10.90.90.91.01.21.51.82.12.63.34.14.85.36.06.77.68.79.18.77.46.45.65.04.64.23.63.02.41.73.34.66.27.68.48.79.09.29.59.89.99.79.49.18.98.78.37.45.94.33.22.41.91.51.31.11.11.11.21.51.92.32.73.24.04.85.76.37.17.88.59.69.99.58.27.36.55.85.45.04.64.03.32.34.35.87.69.09.89.99.89.910.110.510.610.410.09.89.89.99.78.77.25.44.03.02.31.81.51.31.21.31.51.82.32.73.13.64.25.05.76.27.07.88.49.08.98.88.17.36.45.55.35.35.14.84.23.05.67.59.711.112.112.011.910.99.37.15.33.92.82.11.71.51.41.51.72.12.63.03.33.64.04.54.95.25.76.27.07.67.77.46.65.65.04.54.64.95.35.44.93.77.19.612.013.214.214.014.013.011.59.16.74.73.32.52.01.71.71.71.92.42.83.23.33.43.63.73.83.94.04.04.34.34.34.13.83.43.23.23.64.45.35.85.44.18.711.914.816.017.016.216.915.914.111.28.25.63.92.82.21.91.92.02.32.73.23.43.53.33.12.93.02.92.82.62.52.42.32.22.11.91.92.22.94.05.46.15.84.410.214.317.820.021.219.121.119.616.913.39.46.44.33.12.42.22.22.42.83.33.73.93.93.63.12.82.62.52.22.01.81.61.41.31.31.21.31.62.64.16.06.96.54.911.015.719.923.223.921.423.822.618.814.710.26.84.63.32.62.42.42.83.43.94.34.34.13.93.52.92.52.32.11.81.51.31.11.01.01.01.11.52.64.56.87.57.25.711.115.719.722.424.021.824.022.118.814.710.37.04.83.52.82.52.73.23.94.75.25.24.84.23.83.12.72.42.11.81.51.21.00.90.90.91.01.52.75.18.08.48.46.710.714.718.620.622.021.322.020.517.713.910.07.04.93.62.92.72.93.44.45.36.06.25.54.64.13.42.82.52.11.81.41.10.90.80.80.91.01.42.85.48.59.09.57.510.313.917.619.621.020.820.819.416.813.19.66.94.93.63.02.72.93.54.55.46.36.45.64.74.23.52.82.52.11.81.41.10.90.80.80.91.01.42.85.48.59.19.77.610.213.717.720.021.521.221.319.616.812.99.66.94.93.73.02.82.93.44.35.15.65.65.14.44.03.32.82.52.11.81.51.21.00.90.90.91.01.52.85.38.38.88.97.010.414.117.920.021.521.321.219.717.013.29.87.05.03.83.12.82.83.23.84.44.84.74.54.13.83.12.72.42.11.81.51.31.11.01.01.01.11.52.74.77.17.77.56.011.115.219.121.322.722.122.621.118.114.210.47.35.23.93.12.82.73.03.44.04.34.44.34.03.53.02.72.62.22.01.81.51.41.31.21.21.21.62.64.36.37.26.75.111.616.420.723.625.323.525.123.219.615.45.44.03.22.82.72.83.13.64.04.24.13.83.53.23.13.02.92.62.52.32.12.01.91.81.72.12.84.15.66.36.04.511.816.921.525.126.123.926.024.520.416.05.64.13.32.92.72.83.13.64.04.24.24.04.03.93.94.04.04.04.24.24.03.83.53.12.93.03.44.35.45.95.54.111.315.920.122.824.522.724.522.719.315.35.84.43.53.02.82.93.33.84.34.54.54.44.54.85.25.45.86.26.87.47.37.06.25.24.64.34.34.95.45.65.03.710.314.117.919.821.321.021.320.017.514.05.74.53.73.12.93.23.73.94.14.44.54.54.85.46.06.47.17.98.59.08.98.88.17.16.15.45.25.35.35.14.43.29.112.315.918.019.619.819.418.015.712.85.34.43.93.33.03.33.83.73.43.73.94.14.65.36.06.57.37.98.69.79.99.58.27.46.65.85.55.24.84.33.52.58.011.014.617.218.819.118.717.014.411.54.84.54.03.32.93.23.63.22.72.93.23.43.84.45.15.66.26.97.99.19.38.97.66.65.85.34.94.54.03.32.71.87.410.213.516.117.517.817.818.118.519.219.519.018.418.017.918.017.615.913.310.64.94.43.93.12.83.03.43.12.72.72.72.62.73.03.43.74.04.75.56.36.66.25.44.53.93.73.43.12.72.21.81.27.310.113.315.917.217.517.517.618.118.819.018.617.917.617.617.717.315.512.910.15.04.33.52.82.52.62.92.92.72.52.31.91.71.82.02.12.37.910.814.116.417.918.117.716.013.310.34.93.93.12.52.22.22.22.42.32.11.81.51.41.31.31.51.78.811.814.916.417.817.917.616.414.011.04.63.52.82.32.01.81.81.81.81.61.51.31.21.11.11.21.49.813.216.417.718.818.318.717.715.312.04.53.32.62.11.81.61.61.51.51.41.31.21.11.11.11.11.210.514.618.019.820.619.220.719.516.513.04.53.32.52.11.81.61.51.51.51.41.41.31.31.21.21.11.110.614.918.420.820.619.221.020.217.013.44.73.42.62.11.81.71.71.71.71.71.61.61.61.51.41.31.19.813.516.417.718.417.318.717.915.612.64.83.62.82.31.91.91.92.02.12.02.12.12.12.11.81.61.28.511.313.714.215.014.715.214.913.411.24.53.63.02.42.12.12.32.22.22.22.62.92.72.31.91.71.36.99.211.312.012.812.812.812.411.39.63.93.43.12.52.22.32.62.21.92.12.93.43.02.11.61.51.25.47.29.110.311.011.211.110.49.27.93.43.43.22.52.22.32.62.21.82.13.13.53.11.71.21.31.04.15.67.28.49.19.19.09.19.39.69.79.59.29.19.29.49.28.47.46.43.43.22.92.32.12.22.62.42.22.43.03.42.92.11.51.41.13.24.56.07.38.08.28.58.79.09.39.39.18.98.68.58.38.07.25.95.03.32.92.52.11.92.02.22.32.32.42.62.72.52.21.81.61.12.63.65.06.16.87.27.57.88.38.68.78.48.17.87.57.26.86.04.83.92.72.52.22.01.91.81.91.91.91.91.91.91.91.81.61.30.92.12.94.15.05.76.06.36.77.17.47.47.36.96.56.26.05.64.93.83.02.22.12.22.12.11.91.71.61.51.41.41.31.31.31.11.00.71.82.53.44.24.75.05.25.55.85.96.05.95.75.45.25.04.64.03.22.42.11.91.92.02.22.32.42.21.81.51.31.11.11.01.01.00.90.70.61.52.23.03.74.14.34.44.54.54.64.74.64.64.64.54.44.03.52.82.11.81.71.81.92.01.81.92.01.91.51.21.01.01.01.00.90.80.70.61.42.12.93.63.84.03.83.73.63.63.63.73.84.04.34.13.83.22.51.91.61.51.71.91.81.51.41.81.91.51.21.01.01.11.11.11.00.80.62.92.41.81.51.41.61.81.92.52.21.71.41.31.41.71.91.21.82.12.01.82.02.32.21.91.71.71.92.32.52.42.02.02.22.01.61.31.21.31.51.71.91.91.71.41.11.01.11.62.22.01.51.31.10.81.01.52.02.12.22.02.01.81.51.41.41.51.82.22.42.42.12.11.81.51.31.21.31.31.41.41.31.21.00.90.91.11.62.12.01.10.90.90.70.81.21.61.92.01.91.71.41.21.11.11.21.41.72.12.12.01.81.61.51.41.31.21.11.00.90.70.70.81.01.52.21.91.31.21.00.80.60.81.11.31.41.31.21.00.90.80.80.91.01.21.41.51.51.51.51.61.61.51.31.10.90.70.60.60.70.91.31.81.81.61.41.20.80.50.60.70.80.90.90.80.70.70.60.60.70.70.80.91.01.11.21.51.81.51.61.51.10.80.60.50.50.50.70.91.21.41.41.31.00.60.30.40.50.50.60.60.60.50.50.50.50.50.60.60.70.80.91.11.51.91.31.61.61.20.80.60.40.40.40.50.60.80.90.90.80.70.50.30.30.30.40.40.40.40.40.40.40.40.40.40.50.50.60.71.01.41.91.21.81.71.20.70.50.40.30.20.20.30.30.30.30.30.30.30.30.30.30.30.40.40.50.60.81.21.81.51.71.61.00.70.50.40.30.20.20.20.20.20.20.30.30.30.30.30.30.30.30.30.40.50.71.01.41.61.51.20.90.60.40.30.30.20.20.20.20.20.20.20.20.20.20.20.20.30.30.30.40.40.60.81.01.31.10.90.70.50.40.30.20.10.20.20.20.20.20.20.20.20.20.20.20.20.30.30.30.40.50.70.81.00.90.80.60.40.30.30.20.10.20.20.20.20.20.20.20.20.20.20.20.20.30.30.40.40.50.70.81.00.90.70.60.40.30.20.20.20.20.20.20.30.30.30.20.20.20.20.20.30.30.30.40.50.60.81.01.21.10.90.70.50.30.20.20.20.20.30.30.40.40.30.30.30.30.30.30.30.40.40.50.60.81.11.41.41.41.20.80.50.40.30.20.30.40.40.50.60.60.50.40.40.30.30.30.40.50.60.70.91.11.41.81.31.41.41.00.60.40.20.20.40.50.70.91.00.90.80.70.50.40.40.40.50.70.91.11.21.41.72.11.01.61.61.00.60.40.20.20.50.71.11.51.61.61.41.00.70.50.50.50.70.91.31.61.82.02.12.42.21.51.31.71.61.00.60.40.20.10.61.01.52.02.12.11.91.30.90.60.50.60.81.21.82.22.22.52.42.42.21.91.61.61.30.80.50.30.20.12.32.21.91.71.51.31.00.60.40.30.20.11.91.91.51.21.00.80.60.50.30.20.10.10.61.01.41.30.91.11.41.30.90.60.50.60.91.31.41.20.91.31.61.51.10.90.70.50.40.30.20.20.10.10.50.81.01.00.80.91.11.00.70.50.50.50.71.01.21.00.91.11.31.10.80.60.50.40.30.20.20.10.10.112.511.511.011.211.611.611.411.111.212.015.613.612.412.613.013.012.812.412.914.918.116.814.614.514.814.914.614.415.717.821.219.917.316.716.917.016.816.918.920.523.522.219.418.818.919.018.918.921.322.924.323.020.520.020.320.420.120.122.223.824.322.820.720.620.820.820.720.521.924.123.821.520.220.420.720.720.620.221.023.322.720.919.720.220.720.820.419.920.322.124.322.020.720.921.221.121.020.621.423.824.923.621.421.421.721.721.521.322.724.825.324.121.621.221.621.721.421.423.424.924.923.821.220.720.921.020.820.823.224.523.122.119.919.620.020.119.819.721.622.921.420.318.518.819.419.418.918.419.721.320.318.618.018.619.219.218.818.018.320.019.218.618.519.119.619.619.218.618.419.1CalcPts_2Basketball - Full Court18.317.617.418.018.518.618.117.617.618.319.117.216.316.817.317.317.016.417.018.919.318.015.916.116.416.516.215.917.619.320.118.716.115.515.815.815.715.918.419.920.118.615.714.915.015.115.015.518.420.018.416.914.313.813.914.013.814.216.618.316.214.512.412.412.612.612.412.414.216.313.911.911.011.211.511.511.311.011.813.911.310.610.110.510.610.710.510.210.611.4CalcPts_3Basketball - Half Court0.81.31.71.61.21.51.71.51.00.70.60.71.01.51.81.71.62.1Path_11.51.71.81.51.71.81.61.21.01.01.31.61.61.5Path_21.42.12.73.02.93.13.23.02.72.62.62.83.23.43.42.92.9Path_30.91.31.61.71.61.41.11.11.21.62.02.01.51.8Path_49.59.89.79.28.37.57.47.37.27.37.78.18.28.07.36.25.44.73.93.02.3Path_5RRRRRRRPISMO STREETNIPOMO STREET BEACH STREET PHOTOMETRIC DATA USED AS INPUT FOR THESE CALCULATIONS IS BASED ON ESTABLISHED IESNA TESTING PROCEDURES AND PUBLISHED LAMP RATINGS. FIELD PERFORMANCE WILL DEPEND ON ACTUAL LAMP, BALLAST, ELECTRICAL, AND SITE CHARACTERISTICS. Calculations have been performed according to IESNA standards and good practice. Some differences between measured values and calculated results may occur due to tolerances in calculation methods, testing procedures, component performance, measurement techniques and field conditions such as voltage and temperature variations. Input data used to generate the attached calculations such as room dimensions, reflectances, furniture and architectural elements significantly affect the lighting calculations. If the real environment conditions do not match the input data, differences will occur between measured values and calculated values. SCALE OF SHEET DATE DRAWING NO. / INPUT FILE PROJECT DESCRIPTION REV REPORT FOR : SALES REPRESENTATIVE : APPLICATION ENGINEERING : JOHN A. RAMOS ASSOCIATED LIGHTING REPRESENTATIVES, INC. Associated Lighting Representatives, Inc. EMERSON PARK SAN LUIS OBISPO, CA 22608JDS-A-R0 0 1 1 2/1/2024 1" = 20' NAJIB ANWARY, P.E., LEED AP (BD+C) AURUM CONSULTING ENGINEERS JD STEPHENSPRELIMINARY - NOT FOR CONSTRUCTION( ALL VALUES SHOWN ARE MAINTAINED HORIZONTAL FOOTCANDLES AT FINISHED GRADE, U.O.N. )SCALE: 1" = 20'-0"LIGHTING PLAN - PHOTOMETRIC ANALYSIS - LAYOUT VERIFICATIONNote: Unless otherwise specified - the lamp lumen depreciation (LLD) for legacy sources used in these calculations is based on publishedmean lumen ratings by major lamp manufacturers; 0.80 LLD for pulse start metal halide; 0.90 LLD for high pressure sodium; 0.95 LLD forlinear T8 and T5 fluorescent; 0.86 LLD for compact fluorescent and induction; 0.88 LLD for Cosmo and Elite lamps. 0.94 LDD for all LEDsources. Unless otherwise noted - 0.90 luminaire dirt depreciation (LDD) is commonly applied. In cases where appropriate - ballast factor (BF)is applied. Additional user defind factors (UDF) may be applied if necessary to represent luminaire performance to a higher degree ofaccruracy. Total light loss factor (LLF) is the product of all multiplied loss factors.PLAN VIEWASSOCIATED LIGHTING REPRESENTATIVES, INC.NOT FOR QUOTING PURPOSESD-5.88(0.6917)8800 BAYMEADOWS WAY WEST, SUITE 500, JACKSONVILLE, FL 32256 AGi32 VERSION 20.0 AGi (C) 2024 LIGHTING ANALYSTS, INC. From REVALIZE SOFTWARE Oakland, CA 7777 Pardee Lane 94621 510-638-3800 Fresno, CA 2720 North Grove 93727 559-453-0444 Sacramento, CA 1912 Del Paso Rd. 95834 916-383-4545 Reno, NV 9070 Double Diamond Pkwy. 89521 775-849-9770 Oregon / SW Washington 800 C Street Vancouver, WA 98660 503-894-7500 SEAL,PAINTED GALVANISED PROFILE WASHER & 30mm EPDMWASHER ON 75mm SHS SUPAGAL ROOF RAFTERS ALLFLASHINGS .55mm ZM8 3 0 0 1 .5 m m [1 1 81 8 i n ] 11/8/22 in]353.7 mm [137 8 in] 38.1 mm [11 2 in]38 mm[112 in]152.4 mm [6 in] LOCATION OF WASH SOLENOIDS COMPLIES TO DEDICATED ELECTRICAL SPACE AS PER NEC 110.26(E)(1) LOCATION OF VALVE TRAIN COMPLIES TO DEDICATED ELECTRICAL SPACE AS PER NEC 110.26(E)(1) -SEE P14 FOR DETAILS 60 mm[238 in]11/8/22 110.26.(E)(1)864.2 mm[34 in]18" W x 30" D GRADE BEAM W/3-#5 T&B & #3 TIES @ 12" OC TYP 18" W x 30" D GRADE BEAM W/3-#5 T&B & #3 TIES @ 12" OC TYP 11/8/22 D GRADE BEAM W/3-#5 T&B & #3 TIES @ 12" OC TYP 11/8/22 MILES NELSON RECESSED FLUSH PULL HANDLE ON INSIDE OF DOOR TO OPEN IN CASE OF POWER FAILURE 18" W x 30" D GRADE BEAM W/3-#5 T&B & #3 TIES @ 12" OC TYP 18" W x 30" D GRADE BEAM W/3-#5 T&B & #3 TIES @ 12" OC TYP 11/8/22 FLASHINGS .55mm ZM8 18" W x 30" D GRADE BEAM W/3-#5 T&B & #3 TIES @ 12" OC TYP 11/8/22 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 A A B B C C D D E E F F G G H H I I J J Drawn by: Approved by: Creation Date: Rev. Finish: Description: Drawing No:Material: SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE Proj: Checked by: Units: Sheet No. Scale:Tolerance: DO NOT SCALE - IF IN DOUBT ASK ASJUP22DD-US1BON 24/08/20221-H 12 JUPITER TWIN ACCESSIBLE USA JJG in N.T.S. REF 26 Paramount Dve Henderson 0610 PO Box 33-256 Takapuna, Auckland T: +64-9-838-8912 F: +64-9-838-8913 +/-0.5 R Rev Date. 16/04/2012 New Zealand Australia Unit 18, 62-66 Newton Rd Wetherill Park PO Box 12 Liverpool NSW 1871 T: +61-2-975-3444 F: +61-2-1-800-105-504 954 Toro St San Luis Obispo CA 93401 PO Box 13310 San Luis Obispo CA 93406 T: (800) 676-5290 or 1-800-303-3506 USA B FOR DETAILS 11/8/22 8/22 14")11/8/22 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 A A B B C C D D E E F F G G H H I I J J Drawn by: Approved by: Creation Date: Rev. Finish: Description: Drawing No:Material: SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE Proj: Checked by: Units: Sheet No. Scale:Tolerance: DO NOT SCALE - IF IN DOUBT ASK ASJUP22DD-US1BON 24/08/20221-H 2 JUPITER TWIN ACCESSIBLE USA JJG in N.T.S. REF 26 Paramount Dve Henderson 0610 PO Box 33-256 Takapuna, Auckland T: +64-9-838-8912 F: +64-9-838-8913 +/-0.5 R Rev Date. 16/04/2012 New Zealand Australia Unit 18, 62-66 Newton Rd Wetherill Park PO Box 12 Liverpool NSW 1871 T: +61-2-975-3444 F: +61-2-1-800-105-504 954 Toro St San Luis Obispo CA 93401 PO Box 13310 San Luis Obispo CA 93406 T: (800) 676-5290 or 1-800-303-3506 USA G 11/8/22 BRAILLE WITH TACTILE CHARACTERS WALL SIGNS AS PER 2019 CBC, 11B-703.4. 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52' 05.83"W 1045.60WWWWWWWWGGGGGGGGGFWSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS PACIFIC STREETNIPOMO STREETPISMO STREETBEACH STREETSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSAPPROX 6" VCP SS APPROX 6" VCP SSAPPROX6" VCP SSAPPROX 6" VCP SS WWAPPROX 6" C900 WATER MAIN APPROX 12" C900 WATER MAINCEEEEEEEE E E E E E E E EE E E E E E E E EEEEEE EE E E COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOME E E E COMCOMCOMCOMCOMCOMCOMCOMCG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GAPPROX 4" GAS APPROX 8" CIP WATER COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMS S SSSS SS SS SS SS SS SS CCE(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)E(O/H)GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGAPPROX 2" GASAPPROX TELEAPPROX TELEAPPROX 8" C900 WATERDRINKINGFOUNTAINBOCCE COURT BOCCE COURTBASKETBALL COURTFITNESS AREACHAIN LINKBACK STOPS36° 27' 17.07"E324.27BM 92BENCHBENCHBENCHBENCHBENCHBENCHBENCHBENCHSHEDSHEDCOMMUNITY GARDENS(GARDEN OUTLINES APPROXIMATE)HVAC CONDENSERSBENCH200198196196198 200200200202204204204204204204196198 2 0 2 20020220020 2 202 202 198196202202202 200JPJP APPROXJPJPJPSD CURB OUTLET (COVERED)SD OUTLET UNKNOWNSD INLET SILTED INBFP IN FENCED AREAWWWWVAULT FFEMERSON PARKCITY OF SAN LUIS OBISPOPARKS AND RECREATIONOFFICE BUILDINGBIKE RACKSPLAYGROUNDPORCHPORCH199201203203197199 2012032011992MON 80431000206.11BM 92T1JPRC22162TOPOGRAPHIC SURVEY 020'10' 20'40'1" = 20'SIGNSURVEY CONTROL POINTEXISTING CONTOURSSURVEY NOTESLEGEND1. DATE OF TOPOGRAPHIC ENGINEERING SURVEY: 3/15/2023-3/17/20232. BASIS OF BEARINGS: CALCULATED BEARING OF N34° 52' 05.83"W(NAD 83(92) Z5) BETWEEN CONTROL POINTS 1, MON 8207, ATINTERSECTION OF NIPOMO AND PACIFIC AND 2, MON 8043, ATINTERSECTION OF NIPOMO AND MONTEREY, DISTANCE 1045.60FEET PER CITY HORIZONTAL CONTROL NETWORK 2007.3. BENCHMARK: POINT 1000, A FOUND BM 92, 2" ALUMINUM DISC 10FEET NORTHERLY OF B.C.R. AT NW CORNER OF INTERSECTION OFNIPOMO AND BUCHON, S36°27'17.07"E, 324.17 FEET FROM CONTROLPOINT 7, ELEVATION 206.11' NAVD 88 PER CITY 2020 BENCH MARKSYSTEM.4. THIS IS NOT A BOUNDARY SURVEY. PROPERTY LINES ANDEASEMENTS NOT SURVEYED5. ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. ALLSTREET UTILITY LOCATIONS BASED ON UTILITY MAPS PROVIDED BYCITY AND CITY GIS MAPS. ALL SITE UTILITY LOCATIONS ARE BASEDON PRIVATE UTILITY LOCATOR MARKINGS.6. CONTOUR INTERVAL IS 1 FOOT.7. TREES UNDER 8" NOT SURVEYEDOVERHEAD ELECTRICGRADE BREAKE(O/H)E(O/H)E(O/H)TREECHECKED BY:DRAWN BY:SHEETDESCRIPTION 4 3 2 1 0 REV.BY DATEJOB NUMBER:RELEASED FOR CLIENT REVIEW ONLY RTC 04/14/2023 PREPARED AT THE REQUEST OF EMERSON PARK TOPOGRAPHIC SURVEY SSA LANDSCAPE ARCHITECTS 303 POTRERO STREET, SUITE 40-C SANTA CRUZ, CA 95060-2778 CIVIL+STRUCTURAL ENGINEERING 224 Walnut Ave, Suite B Santa Cruz, CA 95060 Phone (831) 426-3186 MME, INC. Engineer retains all right and title. No part may be reproduced in any fashion or medium without the express written permission of the Engineer.These drawings are Instruments of Service, issued for a one-time, single use by the Owner. The entire contents of these Drawings are Copyright c 2023LIGHTDRAINAGE INLETSEWERSSSSSSGASGGGCOMUNICATION COMCOMCOMWATERWWWJOINT POLEGUY ANCHORWATER VALVEI:\22162 SSA - Emerson Park\dwg\T1 - TOPO.dwg, 4/14/2023 11:53:31 AM, DWG To PDF.pc3 CITY OF SAN LUIS OBISPO PUBLIC WORKS DEPARTMENT Emerson Park Amenity Upgrades and Beautification Project Kick Off Meeting Date/Time: 3/7/23, 3:30pm Facilitator: Erica Long Meeting Location: Microsoft Teams Recorder: Erica Long Attendees: City: Greg Avakian, Devin Hyfield, Shelsie Moore, Erica Long SSA Landscape Architects: Christian Harris Purpose Kick off meeting to review project scope, schedule, and budget. Desired Outcomes Ensure team has consensus on scope, schedule, budget, and next steps AGENDA Item Topic/Issue Action Path 1. Project Overview  Project Description – Design a prop 68 grant funded amenity upgrade project at Emerson Park.  Project Team Introductions o Project Manager – Erica Long o Project Sponsor – Greg Avakian, Director of Parks and Recreation o Project Team –Shelsie Moore, Devin Hyfield, Greg Avakian, Christian Harris Background: -Emerson Park is the location of an old schoolhouse. The Parks and recreation building is the site of the old schoolhouse. -Located in a downtown neighborhood with a mixture of low- and high- income residents. -The City would like the park to have a theme around the background of it being an old schoolhouse. Prop 68 Grant: -Construction deadline and reporting due by March 2025 -Grant was awarded at the end of 2021. -The City held around five community outreach events for input on the grant application. 2. Project Scope  Design conceptual layout and prepare construction documents with a dog park, prefabricated self-cleaning restroom, new playground, bocce courts, perimeter fencing, shade structure, safety lighting, renovate/expand the existing basketball court to a multi-purpose court, replace drinking fountain and hydration station and other amenities per the grant application/RFP. Dog Park: -The City’s signature dog park will be at Laguna Lake. -The current grass area is around an acre and about half of it will be used for the dog park -Separate small / large dog park sections -Amenities: fenced, safety lights, a hydration station, potentially artificial turf. (The remainder of the field will remain natural turf.) Restroom: -Self-cleaning (pilot project for the City), potentially ex-loo, 1-2 stalls with individual doors -Does not have to be the dimensions shown in the concept map. -solar panels, natural light if possible -Stormwater catching system: could this be for demonstration? Drought tolerant landscape: -Park is not currently using recycled water -Are parks excluded from Water Efficient Landscape Ordinance (WELO)? Shade Structures: -No City standard or vender but has used fabric sails at Islay Park and soon to use them at N. Broad Park and Mitchell Park. -Would like shade partially over playgrounds and seating, exercise equipment and dog park. Bocce Courts: -Start from scratch, currently DG, but open to oyster shells. -Intermediate play courts Playgrounds: -Full replacement of current equipment. -Doesn’t need to stay in the footprint but keeping the curbing could save money and either age group playground could go in that space. -The City is okay with using engineered wood fiber and is also okay with using rubber. Perimeter Fencing: -Current fence is higher than it needs to be -Would be open to other fencing options like wrought iron -Chain link is okay to use -Replacing posts could damage the wall -Keep wall Hydration Station: -The City has a standard, we can get the information from Parks Maintenance for Most Dependable Fountains -One at the dog park and one for the rest of the park Garden -Experts on staff at Parks and Recreation -Active community garden group -Only one section of the garden will have an educational piece, will possibly be hosting classes -Currently trying to standardize the garden as people leave then the garden plots change. (This may happen in a different phase of the project) Mosaic: -This was a grant requirement -Could be at the restroom, benches, accent pieces -Idea for kids tile art -School age theme Community Outreach: -Parks and Recreation held five outreach events in preparation for submitting the grant application. -Need to hold one more community outreach event on site at the park, community workshop, possibly with food trucks or a movie night. As-Builts: -Utilities, record drawings, playground, fitness equipment. Design Theme: -School site theme with a big black top area with school yard games -This park often has food truck nights -Painted designs on the blacktop Geotech: -SSA has Geotech on board -Boring for the restroom -Stormwater Erica will be Christian’s contact and she will share information between Parks and Recreation and Christian. 3. Budget  Prop 68 Grant: $2,810,000 for design and construction We need to stay within the grant funding for design services and construction. 4. Schedule  50% plans – 09/12/23  90% - 11/17/23  100% - 3/14/23  Advertise – 4/15/24 Construction Begin – 6/10/24 SSA: -Surveys are delayed again due to weather. This is their critical path. -May 6th is listed as a tentative date for the Outreach Event. -Notes that mass purchasing could help the City save money, (but Public Works prefers Design/Bid/Build) 5. Next Steps Conceptual Design Public Outreach with conceptual design Conceptual Design: -SSA will complete two conceptual designs to present at the community outreach event on site. Site Visit: Devin/Erica can walk the site with SSA. Action Items Description Owner Due Date Provide Christian with record drawings of Emerson Park, Islay Park (shade sail information), past public workshop information. Erica Long 3/20 Analyst will research if amenities (especially stormwater catching system and solar panels) must exactly match what was listed in the grant application. Devin Hyfield 3/20 Reach out to Utilities to understand if this park will get purple pipes. Devin Hyfield 3/20 Reach out to Parks Maintenance to get preferences for landscape components (irrigation etc.) Erica Long 3/20 Next Meeting: TBD CITY OF SAN LUIS OBISPO PUBLIC WORKS DEPARTMENT Emerson Park Amenity Upgrades and Beautification Project ROM Redesign Cost Estimate Meeting Date/Time: 2/13/25, 8:30am Facilitator: Erica Long Meeting Location: 1341 Nipomo P&R Conference Room 1, Microsoft Teams (weather backup option) Recorder: Erica Long Attendees: City: Greg Avakian, Devin Hyfield, Anthony Ramos, Brian Nelson, Erica Long Purpose Review SSA’s revised ROM cost estimate if the City designs to redesign using the current park layout. Desired Outcomes Determine the best approach for moving forward with this project. AGENDA Item Topic/Issue Action Path 1. Welcome & Purpose  We are here to review SSA’s revised ROM cost estimate and determine the best approach for moving forward with the Emerson Park revitalization project.  Recap key background points: o 50% plans and initial estimate exceeded budget. o Value engineering reduced costs, shifting some elements to an alternative bid section. o City requested SSA to estimate redesigning the park with its current layout. o SSA provided a ROM cost estimate for this approach, including redesign costs. 2. Budget  Prop 68 Grant: o $2,810,000 for design & construction o Design: $383,420.71 o Available Grant Funding: $2,426,579.29  Value Engineered project estimate: o $6.5M ($5.7M Base Bid + $800K Alternative) o Escalated to FY27/28 with 20% contingency and 20% construction management.  Alternative estimate: o $5.8M ($5.1M Base Bid + $700K Alternative) o Escalated to FY27/28 with 15% contingency and 10% construction management.  ROM Cost Estimate for redesign (existing park layout): o $3.7M (includes a 10% redesign fee) o Escalated to FY27/28 with 20% contingency and 20% construction management.  NOTE: o Madeline has verified that the 510 Citywide Park Development Funds in the amount of $200,000 should be removed from the project. o Improvement (519) funds from Righetti may be available $1,136,522 3. Review of SSA’s Revised ROM Cost Estimate  High level schematic  Cost reductions from value engineering  Items moved to the additive alternative section  Comparison with Original Strategy: Does this approach keep the project viable within the expected budget? 4. Discussion on Alternative Approaches  Option 1: Moving Forward with Value Engineering Strategy o Pros: Keeps original vision intact, allows phased implementation o Cons: May limit flexibility in award process, risk of budget constraints  Option 2: Redesign to Retain Current Layout o Pros: Potentially reduces costs, keeps familiar park structure o Cons: Additional redesign costs, may compromise some improvements  Option 3: Waiting for Input from State Parks o Pros: Aligns project with potential external funding/support o Cons: Causes delays 5. Decision-Making Discussion  Review key considerations: o Cost implications o Impact on project timeline o Community and stakeholder expectations  Define action items based on the discussion: o If a decision is reached, outline next steps for execution. o If further analysis is needed, assign tasks for gathering information. 6. Schedule  50% plans – 04/3/24  90% - 3/4/25  100% - 7/11/25  Advertise – 4/30/27  Construction Begin – 7/1/27 7. Next Steps  Summarize key takeaways.  Assign follow-ups and responsibilities.  Confirm next check-in or timeline for decision-making. Action Items Description Owner Due Date Next Meeting: TBD CITY OF SAN LUIS OBISPO PUBLIC WORKS DEPARTMENT Emerson Park Amenity Upgrades and Beautification Project ROM Redesign Cost Estimate Meeting Date/Time: 2/13/25, 8:30am Facilitator: Erica Long Meeting Location: 1341 Nipomo P&R Conference Room 1, Microsoft Teams (weather backup option) Recorder: Erica Long Attendees: City: Greg Avakian, Devin Hyfield, Anthony Ramos, Brian Nelson, Erica Long Purpose Review SSA’s revised ROM cost estimate if the City designs to redesign using the current park layout. Desired Outcomes Determine the best approach for moving forward with this project. AGENDA Item Topic/Issue Action Path 1. Welcome & Purpose  We are here to review SSA’s revised ROM cost estimate and determine the best approach for moving forward with the Emerson Park revitalization project.  Recap key background points: o 50% plans and initial estimate exceeded budget. o Value engineering reduced costs, shifting some elements to an alternative bid section. o City requested SSA to estimate redesigning the park with its current layout. o SSA provided a ROM cost estimate for this approach, including redesign costs. Project Update  SSA provided a rough order magnitude cost assessment.  Initial 50% plans and estimates exceeded budget.  Value engineering applied to reduce costs.  SSA’s third estimate retains current layout while revising plans from the concept phase. 2. Budget  Prop 68 Grant: o $2,810,000 for design & construction o Design: $383,420.71 o Available Grant Funding: $2,426,579.29  Value Engineered project estimate: o $6.5M ($5.7M Base Bid + $800K Alternative) o Escalated to FY27/28 with 20% contingency and 20% construction management.  Alternative estimate: o $5.8M ($5.1M Base Bid + $700K Alternative) o Escalated to FY27/28 with 15% contingency and 10% construction management.  ROM Cost Estimate for redesign (existing park layout): o $3.7M (includes a 10% redesign fee) o Escalated to FY27/28 with 20% contingency and 20% construction management.  NOTE: o Madeline has verified that the 510 Citywide Park Development Funds in the amount of $200,000 should be removed from the project. o Improvement (519) funds from Righetti may be available $1,136,522 Financial Considerations  Available funds analyzed, including general improvement funds and potential reallocation from other projects.  Discussion on feasibility of securing additional funding.  Decision to explore potential grants (DeVaul Ranch Playground) or city-wide improvement funds to bridge budget gaps.  Potential increase in budget from $2.4M to $3.9M through reallocation of city improvement funds (519) and Quimby. 3. Review of SSA’s Revised ROM Cost Estimate  High level schematic  Cost reductions from value engineering  Items moved to the additive alternative section  Comparison with Original Strategy: Does this approach keep the project viable within the expected budget? Site Plan and Design Adjustments  Adjustments include minor layout changes to current park to maintain budget constraints.  Expansion of playground area with removal of some grass sections.  Bocce court remains in its current position  Reduction to a single-stall, self-cleaning restroom, with considerations for a cost comparison of a standard restroom. Also, cost comparison to a two-stall restroom.  Pathway lighting reduced by about half; safety concerns raised.  Dog park adjustments: Small dog section flipped, minor space reduction. Basketball Court and Surface Considerations  Discussion on keeping vs. resurfacing current court.  Options for resurfacing with same surfacing as Islay’s basketball court (acrylic coating) vs. asphalt discussed.  Potential for upgrading to a larger court depending on cost assessment or adding in a asphalt half court.  Request the old basketball hoop is demoed and moved closer to the playground. Fencing and Security Measures  Consideration of replacing perimeter fencing vs. keeping existing structure.  Add bid alternative fencing demolition and replacement of fencing for safety around playground, field and dog park.  Options for donation-based fencing for community gardens. Shade and Seating  Discussion on prioritizing shade structures, particularly near playgrounds/bocce in that social area.  Potential relocation of shade structures from original plan to better support user flow.  Add flatwork so seating and tables in the dog park area can be added later. 4. Discussion on Alternative Approaches  Option 1: Moving Forward with Value Engineering Strategy o Pros: Keeps original vision intact, allows phased implementation o Cons: May limit flexibility in award process, risk of budget constraints  Option 2: Redesign to Retain Current Layout o Pros: Potentially reduces costs, keeps familiar park structure o Cons: Additional redesign costs, may compromise some improvements  Option 3: Waiting for Input from State Parks o Pros: Aligns project with potential external funding/support o Cons: Causes delays Decision to Move Forward with Park Redesign  Budget constraints required a redesign to align with available funding.  New design maintains essential park features while reducing costs.  Focus on retaining core elements such as playground, dog park, and pathways.  Community concerns addressed by prioritizing accessibility and safety.  Additional grant opportunities will be explored to support future enhancements. 5. Decision-Making Discussion  Review key considerations: o Cost implications o Impact on project timeline o Community and stakeholder expectations  Define action items based on the discussion: o If a decision is reached, outline next steps for execution. o If further analysis is needed, assign tasks for gathering information. Key Considerations  If we can pull from current available funding, we may be able to go to construction a year earlier and save money on cost escalation. Next Steps  SSA to update estimates and include cost comparisons for restroom options. (self- cleaning, standard, one stall or two stalls)  Further refinement of budget allocations based on available funds.  PRC review scheduled for April to discuss updated plans.  Team to confirm final details before presenting adjustments to the community. 6. Schedule  50% plans – 04/3/24  90% - 3/4/25  100% - 7/11/25  Advertise – 4/30/27  Construction Begin – 7/1/27 Schedule Adjustments  If there is available funding to utilize then we can move the schedule to start construction earlier, possibly as soon as plans are completed. 7. Next Steps  Summarize key takeaways.  Assign follow-ups and responsibilities.  Confirm next check-in or timeline for decision-making. Action Items  Request additional information from SSA  Present this redesign formally to Parks and Recreation Commission (PRC)  Amendment from SSA to redesign the park Action Items Description Owner Due Date Request additional information from SSA and an updated estimate Erica 2/21 Present this park redesign formally to Parks and Recreation Commission (PRC) Greg 4/2 Request contract amendment from SSA to redesign the park Erica 4/15 Next Meeting: TBD Emerson Park Revitalization Public Workshop Purpose: To engage the Emerson Park Community in the potential revitalization of their park. Agenda 2 INTRODUCTION BACKGROUND PUBLIC INPUT ON PARK DESIGN NEXT STEPS CLOSE INTRODUCTION –staff contact info Dave Setterlund Recreation Supervisor – Community Services Phone: 781-7067 Email: dsetterlund@slocity.org Jeff Andrews Administrative Assistant Phone: 781-7018 Email:jandrews@slocity.org CITY WIDE PARK INPUT • 2.3 Regular PRC Meeting • 2.24 Special PRC Meeting February 2021 • 3.3 Regular PRC Meeting • Week of 3.15 Virtual Public Workshop • 3.31 PRC Finalize for City Council March 2021 Upcoming Public Meetings and Workshops BACKGROUND •Revitalization of Emerson Park – City of San Luis Obispo is seeking community input • California's Statewide Park Development and Community Revitalization Program (SPP) - grant program for community parks •Over 7,580 parks have been created or improved with grants administered by the California Department of Parks and Recreation's Office of Grants and Local Services (OGALS) BRIEF HISTORY OF EMERSON PARK 1869 Originally a school site Acquired by City in 1980's 1993 Park and Recreation Department Office 2005 Fitness equipment 2013 Playground update MEETING PROTOCOLS RESPECT • Give others the opportunity to ask questions 2 Ways to Ask Question: • Raise hand to be unmuted • Submit questions in chat Polls and Stamps • Select best options • Stamp placement MEETING OBJECTIVES Park Design Goal 1 • Selection of Recreation Features Park Design Goal 2 • Location of selected Recreation Features. Park Design Goal 3 • Safe public use and Park Beautification Ideas DESIGN CONCEPTS –Feature PLAYGOUND SHADE STRUCTURE BATHROOMS ZEN GARDEN NEW EXERCISE EQUIPMENT BIKE PUMP TRACK ADDITIONAL HYDRATION STATAION UPDATE BASKETBALL COURT GARDEN WALKWAY WALKING PATH PUBLIC ART SAFETY LIGHTING ETC... CAN YOU PICTURE IT?! BIKE PUMP TRACK Playground Shade Structure RESTROOMS EXERCISE EQUIPMENT BASKETBALL COURT – multi use Black Top Resurfacing Gardens and Pathways Lawn Design Lighting Hydration Station Design Features – Discussion and Chat What's Missing? Poll 1:Choose Your Top 5 Design Features LOCATING FEATURES Emerson Park Design – Example Whiteboard -Locate Design Features Zoom: View Options – Annotate – Stamp Safety and Beautification What Can Be Improved? What safety features would you like to see? Lighting Signage Layout Maintenance SAFETY Poll 2: Safety Poll Beautification: Landscape Beautification: Art Poll 3: What Beautification features do you like best? Poll 3 What are we missing? HD2 Slide 32 HD2 May need one more slide prior. You have are, landscape, should have a beauty slide Hyfield, Devin, 1/6/2021 NEXT STEPS & QUESTIONS Grant submission: March 2021 Grant Award Notification: Summer 2021 Design Approval: July 2021 Date of Construction (if approved): Feb 2023 Opening: November 2023 CITY WIDE PARK INPUT • 2.3 Regular PRC Meeting • 2.24 Special PRC Meeting February 2021 • 3.3 Regular PRC Meeting • Week of 3.15 Virtual Public Workshop • 3.31 PRC Finalize for City Council March 2021 Upcoming Public Meetings and Workshops Questions? Dave Setterlund Recreation Supervisor – Community Services Phone: 781-7067 Email: dsetterlund@slocity.org Sarah Billeter Recreation Specialist, Events – Community Services Phone: 783-7877 Email:sbillete@slocity.org Questions, Comments, Concerns Raffle – Gift Certificate Thank you! LANDSCAPE ARCHITECTURAL DESIGN SERVICES FOR EMERSON PARK AMENITY UPGRADES AND BEAUTIFICATION PROJECT – CITY OF SAN LUIS OBISPO REV. 1 January 31, 2023 Erica Long – Project Manager II City of San Luis Obispo 919 Palm Street San Luis Obispo, CA 93401‐3218 A. PROJECT UNDERSTANDING The scope of work contained herein is based on the Request for Proposal for the Emerson Park Amenity Upgrades and Beautification project for the City of San Luis Obispo. This Request for Proposal was has been presented to SSA Landscape Architects. Inc. as part of the City’s On‐Call Landscape Architectural Services contract, Specification No. 50410.2018LA. This project includes the design of a ½ acre dog park, prefabricated self‐cleaning restroom, drought tolerant landscaping, shade structures, bocce court renovation and/or relocation, renovation and expansion of existing basketball courts, new playgrounds for both the 2‐5 and 5‐12 age groups, replacement of existing perimeter fencing, replacement of an existing drinking fountain and inclusion of an educational garden. A public mosaic will be included as either part of the restroom building facade or placed elsewhere in the park. SSA will serve as the prime consultant leading, collaborating, and managing the design and engineering work of consultants hired by SSA. Anticipated consultants include a Geotechnical Engineer to document existing soil conditions and provide recommendations sufficient for project consultants to design their respective project components; a Civil Engineer will provide rough and fine grading of all elements, sanitary sewer and water utilities for the proposed restroom structure, and stormwater management services; an Electrical Engineer will provide design of court and site lighting sufficient for night time use as well as power to the prefabricated restroom building; and a Structural Engineer will provide direction for footing design for the restroom foundation, light fixtures, and shade structures. An allowance for an Arborist, who will survey all trees in the area of work and provide guidance in relation to tree disposition and potential construction impacts, has been included as an optional service. The scope of work for the project is as follows: PHASE ONE – CONCEPTUAL DESIGN a. Data Collection: Collect and review all available existing conditions information from the CITY, including as‐built plans, title reports, recorded easements, site reports, and any other existing topographic survey information available. b. Execute contracts and initiate topographic and geotechnic surveys and execute with respective subconsultants. c. Project Kick‐off: Attend a kick‐off meeting with the CITY to review the program, project goals, project schedule and existing conditions. This meeting will establish communication protocol and design review protocol by the CITY. d. Site Analysis – Visit the site with the topographic survey to assess features, site access and circulation, drainage and utilities, and identify opportunities and constraints. e. Prepare and submit (2) Schematic Design concepts for amenities noted above based on the Attachment B Site Plan. The Conceptual Plans will include material option concepts. f. Prepare an initial estimate of probable construction costs for each concept. g. Meet with the CITY via video conferencing to review the Schematic Design concepts. h. Attend public meeting at Park to review proposed site designs. City to facilitate meeting, SSA will prepare concept boards and presentation material, present concepts, and solicit feedback during meeting. i. Prepare presentation and present concepts and community meeting findings and input to the Parks and Recreation Committee j. Refine preferred concept per Parks and Recreation Committee comments for final concept approval. k. Coordinate with consultants, vendors and CITY via emails and phone calls throughout this phase of work. PHASE ONE DELIVERABLES  (2) Park Concepts  (1) Final Approved Concept  Preliminary Cost Estimate for each concept  (1) City Review Meeting  (1) Public Meeting  (1) PRC Meeting PHASE TWO – DESIGN DEVELOPMENT a. Based on the approved Conceptual Design, prepare base files for Design Development set and subconsultant use. b. Prepare and submit the 50% Design Development level plan set for the preferred design to the CITY for approval. The plan set will include the following information which may be consolidated to reduce sheet quantity where feasible. Additional consultant sheets for Civil and Electrical scope of work will be incorporated into the plan set: i. Existing Conditions and Demolition Plan ii. Site Plan iii. Accessibility Plan iv. Architectural Floor Plan (for restroom building) v. Layout Plan vi. Irrigation Plan vii. Planting Plan viii. Construction Details and Sections ix. Landscape Details x. Outline Technical Specifications xi. Update Opinion of Probable Construction Cost. xii. Civil Plans xiii. Structural Plans xiv. Electrical Plans c. Publish (1) electronic copy of 50% CD’s and submit for CITY review. d. Meet with the CITY via video conferencing to review 50% CD comments e. Allow for up to (2) meetings via video conferencing with project team to collaborate, coordinate or review project issues. f. Coordinate with Utility companies and submit NOI to construct at the park site. g. Coordinate with CITY, design team, and vendors via emails and phone calls throughout this phase of work. PHASE TWO DELIVERABLES  50% PS&E  (1) City DD review meeting  (2) Design coordination meetings PHASE THREE – CONSTRUCTION DOCUMENTS a. Incorporate comments from previous submittal to prepare and submit the 90% Construction Documents. CITY to coordinate Building Permit submittal (including printing sets, delivery, completing forms, general submittal administration): i. Existing Conditions and Demolition Plan ii. Site Plan iii. Accessibility Plan iv. Architectural Floor Plan (restroom building) v. Layout Plan vi. Irrigation Plan vii. Planting Plan viii. Construction Details and Sections ix. Landscape Details x. Draft Technical Specifications xi. Update Opinion of Probable Construction Cost xii. Civil Plans xiii. Structural Plans xiv. Electrical Plans xv. Itemized Building Review comment response letter b. Publish (1) electronic copy of 90% PS&E and submit for CITY review. c. Meet with the CITY to review 90% comments at CITY offices. d. Walk site with 90% plans to confirm assumptions and identify potential conflicts. e. Conduct in‐house plan check of SSA and consultant drawing sets prior to submittal and incorporate revisions and CITY feedback into draft 100% CD’s to meet all applicable laws, regulations, CITY standards, and other applicable requirements. f. Prepare 100% estimate of probable construction costs. g. Prepare 100% Technical Specifications in CSI format. Coordinate with CITY front end specifications. h. Publish (1) electronic copy of draft 100% CD’s and submit for CITY review. i. Collect feedback from CITY and finalize/compile Bid Set Package. j. Allow for up to (2) meetings via video conferencing with project design team for this phase of work to collaborate, coordinate or review design, construction, budget or schedule. k. Coordinate with CITY, design team, and vendors via emails and phone calls throughout this phase of work. PHASE THREE DELIVERABLES  90% PS&E  100% PS&E  Bid Set  (1) CITY document review meeting  (2) Design coordination meetings PHASE FOUR – BID PHASE COORDINATION a. Attend one pre‐bid meeting and walk‐through with bidding contractors and CITY. b. Provide clarification and addenda throughout bid period as required. c. Assist CITY with review and evaluation of bids. d. Coordinate with CITY on the execution of a contract for construction with successful bidder. PHASE FIVE – CONSTRUCTION ADMINISTRATION a. Attend one Pre‐Construction Meeting to answer contractor questions and walk the site with contractors. b. Provide plan clarification and responses to contractor RFI’s throughout the construction period as requested by the CITY. c. Construction Meetings & Field Observations – attend up to (3) construction meetings to review progress in the field as necessary. Provide site observation notes from each field review. d. Submittals – Review submittals, shop drawings and provide written approval, rejection or correction directives. Review proposed substitutions for conformance to drawings and technical specs, if any. e. CCO’s – Review and make recommendations to the CITY if necessary. Change Order preparation and management by others. f. Perform one pre‐final acceptance walk‐through and prepare punch list. ADDITIONAL SERVICES SSA may provide additional services, as requested in advance by CITY. Additional services will be negotiated separately based on the billing rates contained in the “SSA Rate Schedule”. Additional services may include, but are not limited to: a. Cost estimating or value engineering services beyond those included above. b. Revisions or re‐submittals beyond those included above. c. Procurement of Biological Consultant. d. CEQA coordination. e. Unforeseen changes in the scope of work, design program, budget or schedule. f. 3D modeling or renderings. g. Submitting drawings for or any fees associated with permitting unless noted in scope above. h. Additive or deductive alternates beyond what is included above, and any other service not described within this Scope of Work. FEE PROPOSAL The fees for the above Scope of Work phases are as follows: Phase One – Conceptual Design $73,408.00 Phase Two – Design Development $75,434.00 Phase Three – Construction Documents $169,046.00 Phase Four – Bid Phase Coordination $8,424.00 Phase Five – Construction Administration $31,399.00 Estimated Reimbursable Expenses $5,363.00 Allowance for Arborist $2,750.00 Allowance for Solar Design and Application $8,250.00 Total Proposed Fees $374,074.00 These services are proposed to be provided on an Hourly Not to Exceed basis. Fees will be billed monthly based on the actual effort and expense in each phase. SERVICES TO BE PROVIDED BY THE CITY 1. All Project related drawings, surveys and reports, including, but not limited to, those requested in this Scope of Work 2. CITY review, comment and directives as requested by SSA 3. Procurement of any subconsultant that may be identified as necessary during the Project 4. Submittal to any necessary agencies for review and approval, including to the OWNER REIMBURSABLE EXPENSES Included in the FEE PROPOSAL is an allowance for expenses such as mileage at current federal rates, plotting, printing and reproduction, shipping and postage. Billings for reimbursable expenses will be submitted on or around the 25th of each month based on the actual cost for the previous month, per the attached “SSA Rate Schedule”. a.Data collection 6 4 4 b.Execute contracts and initiate surveys 8 8 c.Project kick-off meeting 2 2 d.Site Analysis 6 6 e.Prepare (2) design concepts 20 32 24 f.Prepare initial construction estimate 6 12 g.Meet with CITY to review concepts 2 2 h.Prepare materials and attend public meeting at park 16 24 24 i.Prepare presentation for concepts and present to PRC 8 8 j.Prepare final concept plan 6 8 8 k.Coordinate with consultants via email, phone 12 4 0 92 0 0 0 82 0 0 80 8 $45,204 $7,540 $8,294 $18,100 $19,910 $25,640 $28,204 $73,408 a.Prepare base files for DD set and subconsultant use 2 8 b.Submit 50% Design level plan set i. Existing conditions 248 ii. Site Plan 4 16 24 iii. Accessibility Plan 2 2 6 iv. Architectural Floor Plan (Restroom)2 4 8 v. Layout Plan 2 4 8 vi. Irrigation Plan 2 8 16 vii. Planting Plan 2 12 16 viii. Construction Details 8 20 24 ix. Landscape Details 2 2 4 x. Outline Tech Specs 2 6 xi. Update probable construction cost 2 2 4 xii. Civil Plan Review 4 xiii. Structural Plan Review 4 xiv. Electrical Plan Review 4 c.Submit 50% CD's to CITY 223 d.Meet with CITY to review 50% set 2 2 e.Allow up to (2) meetings with project team for review 4 4 f.Coordinate with utility and submit NOI for park 2 2 4 g.Coordinate with CITY, design team 12 4 0 66 0 0 0 94 0 0 133 0 $47,725 $5,860 $6,446 $19,330 21263 $25,190 $27,709 $75,434 a.Incorporate comments from CITY and prepare 90%CDs i. Existing conditions 2812 ii. Site Plan 12 12 16 iii. Accessibility Plan 1 2 4 iv. Architectural Floor Plan (Restroom)2 6 8 v. Layout Plan 1 12 16 vi. Irrigation Plan 6 16 20 vii. Planting Plan 4 16 20 viii. Construction Details 16 20 24 ix. Landscape Details 2 4 6 x. Draft Tech Specs 8 8 xi. Update probable construction cost 3 6 xii. Civil Plan Review 4 xiii. Structural Plan Review 4 xiv. Electrical Plan Review 4 xv. Itemized Building Review response letter 2 3 b.Submit 90% CD's to CITY 2 3 c.Meet with CITY to review 90% set 8 2 d.Conduct in-house plan check and prepare 100% CD's 12 24 32 e.Walk site with 90% plans to identify conflicts 3 6 Proposal No. P22056.00 Rev. 1 Date: 01-31-23 Director of DesignLandscape Designer l/AutoCAD TechSub Consultants Multiplier 1.10 Consultant Subtotal Sub Consultants GeoSolutions Phase Two SSA Subtotal Phase One: Conceptual Design Senior Project ManagerPrincipalProject ManagerLandscape Architect lLandscape Designer ll/AutoCAD TechDetailed Breakdown of Landscape Architectural Services for Emerson Park Amenity Upgrades for City of San Luis Obispo MME Consultant Subtotal Aurum Consulting Engineers MME Phase Two: Design Development Phase Three: Construction Documents Phase One Total Phase Two Total Administrative AssistantBASIC SERVICES Associate PrincipalPhase One SSA Subtotal Multipler 1.10Job Captain/Landscape Architect llSSA Landscape Architects, Inc. Project Name Proposal Number 1/31/2023 Page 1 of 2 Director of DesignLandscape Designer l/AutoCAD TechSenior Project ManagerPrincipalProject ManagerLandscape Architect lLandscape Designer ll/AutoCAD TechAdministrative AssistantBASIC SERVICES Associate PrincipalJob Captain/Landscape Architect llf.Prepare 100% cost estimate 2 4 6 g.Prepare 100% technical specs 12 h.Submit 100% CD's to CITY 2 3 i.Prepare and submit bid set package 8 12 16 j. Allow up to (2) meetings for review with Design Team 4 4 k.Coordinate with CITY, design team 12 6 0 136 0 0 0 156 0 0 201 0 $82,377 $17,660 $19,426 $61,130 67243 $78,790 $86,669 $169,046 a.Attend on pre-bid meeting 8 b.Provide plan clarification and RFI responses 8 16.0 c.Assist CITY with review of bids 4 d.Coordinate with CITY - execution of construction contract 4 024000000160$7,520 $822 $904 0 $822 $904 $8,424 a.Attend on Pre-Construction meeting 8 b.Provide Plan Clarification and RFI responses 16 12 c.Attend up to (3) Construction Meetings 24 d.Review submittals 24 24 e.Review Change orders 12 f.One prefinal walk through - prepare punch list 8 3 092000039000$26,274 $4,659 $5,125 $6,490 7139 $4,659 $5,125 $31,399 Hours: 0 410 0 0 0 332 39 0 430 8 Rate: $241 $222 $218 $215 $178 $158 $150 $146 $137 $108 Extension: $0 $91,020 $0 $0 $0 $52,456 $5,850 $0 $58,910 $864 209100 $357,711 Estimated Reimbursable Expenses $2,000 MME Reimbursable Expenses $2,875 Allowance for Arborist $2,500 Allowance for Solar Design and Application $7,500 $14,875 Multiplier 1.10 $16,363 $374,074 Consultant Subtotal Consultant Subtotal Consultant Subtotal Sub Consultants Aurum Consulting Engineers Phase Four SSA Subtotal Phase Five SSA Subtotal MME Multiplier 1.10 Mulitplier 1.10 Mulitplier 1.10 Sub Consultants MME Sub Consultants Aurum Consulting Engineers Phase Three SSA Subtotal The above breakdown represents our best estimate at this time and may change subject to future developments during the project. It is possible that some of the estimated manpower requirements for specific task items may increase, while others may not require the entire anticipated effort. This provides us a greater degree of confidence in the overall project estimate, rather than in any given task. Project Totals for In-house Staff Reimbursable Expenses Phase Three Total Phase Four Total Phase Four: Bid Phase Coordination Phase Five: Construction Administration Phase Five Total Total Project Compensation Subtotal Project Fees for Services Aurum Consulting Engineers MME SSA Landscape Architects, Inc. Project Name Proposal Number 1/31/2023 Page 2 of 2 EXHIBIT B STANDARD BILLING RATE SCHEDULE Effective through December 31, 2023 PROFESSIONAL SERVICES Principal Landscape Architect $248.00/Hour Associate Principal $233.00/Hour Senior Project Manager $225.00/Hour Project Manager II $209.00/Hour Project Manager I $185.00/Hour Job Captain/Landscape Architect II $164.00/Hour Landscape Architect I $156.00/Hour Landscape Designer III $152.00/Hour Landscape Designer II/AutoCAD Technician $149.00/Hour Landscape Designer I $142.00/Hour Staff Clerical/Administrative $111.00/Hour REIMBURSABLE EXPENSES Subconsultants Direct Billing x 1.10 In-House Office Services: As listed below x 1.10 Plotting: Color Bond $4.65/sf Black & White Bond $2.95/sf Vellum $4.55/sf Mylar $10.50/sf Transparencies: Color $3.25/each Black and White $2.25/each Color Laser Prints: 8.5 x 11 $.65/each 11 x 17 $.95/each Blueprints: 24 x 36 $2.00/each 30 x 42 $2.50/each Black & White Laser Prints: 8.5 x 11 $.10/each 11 x 17 $.15/each CD Media: CDR $6.00/each Outside Reimbursable Expenses: Reproduction, photography, shipping and postage, miscellaneous expenses Direct Cost x 1.10 Travel: Mileage Round Trip from SSA office Current IRS Rate Other travel expenses Direct Cost x 1.10 January 5, 2023 Mr. Christian Harris SSA Landscape Architects, Inc. 303 Potrero Street, Suite 40 - C Santa Cruz, CA 95060 Re: Emerson Park San Luis Obispo, CA Aurum Project. 23-001.00 Dear Christian, We are pleased to have this opportunity to provide a proposal for the electrical construction documents design portion for the referenced project. Our fee proposal is based on the information emailed to us on January 2nd, 2022 for the electrical design to provide power to pre-fabricated restroom building, Solar Powered pole lights around the park and recreational lighting for basketball/multi-sport area. We make the following proposal for consulting services: 50% Construction Documents a. Review preliminary project design plans. b. Review and coordinate comments from DD drawings. c. Site visit to establish existing conditions. d. Load calculations. e. *Coordination with utility companies. f. *Electrical service design. g. Electrical service distribution. h. Power and Lighting plans. i. Equipment cut sheets and product literature. j. Opinion of probable costs. k. (2) web-based meetings with design team. 90% Construction Documents a. Review and coordinate comments from 50% drawings. b. Power and Lighting plans. c. Electrical specifications. d. Opinion of probable costs. e. (2) web-based meetings with design team. 100% Construction Documents a. Review and coordinate comments from 90% drawings. b. Power and Lighting plans. c. Electrical specifications. d. Title 24 Calculations and documentation. e. Opinion of probable costs. f. Review and respond to City comments. g. Provide 100% biddable construction documents. h. (2) web-based meetings with design team. Bidding & Construction Administration a. Respond top bidder’s inquiries and request for clarifications. b. Incorporate addenda bid documents into construction set of plans and specifications. c. Review of submittals. d. Review proposed substitutions. e. Responding to questions from the field. f. Review change orders. g. (2) On site review of the Contractor’s work upon request. h. Final walk through observation report of the completed work. i. Prepared Record Drawings from redlines provided by contractor. Our total fee for the services outlined above is as follows: 50% Construction Documents $5,860 90% Construction Documents $5,400 100% Construction Documents $4,400 Bidding & Construction Administration $5,481 Total fee $21,141*/** *PG&E Application/Coordination/New Service (if Necessary): $7,860. **Solar Photovoltaic System Design/Grid-Interconnection/Application/Process: Assumed by Others Construction support includes review of submittals, responding to questions from the field, one on site review of the Contractor’s work upon request and a final walk through observation report of the completed work. Regularly scheduled job meetings during construction or periodic on-site inspections are not included in our scope of work (weekly or bi-weekly meetings). Not included in our basic scope of work: a. Electrical Utility Design (power, telephone & cable TV) beyond the Project property lines. b. Upgrade of existing on-site utilities (power, telephone & cable TV). c. Fire Alarm System Design. d. Electrical Service or Distribution Design. e. Street lighting or control. f. Data Cabling (or active electronics). g. CATV System Design. h. Telephone Cabling (or telephone switch design). i. Title 24 Commissioning. j. Title 24 certification, testing and documentation. k. Green Building Code (Cal Green) voluntary measures. l. Mechanical controls. m. Emergency Generator Design. n. Fire Pump Design. o. Photovoltaic System Design. p. Intrusion/Security System Design. q. CCTV System Design. r. As – built Drawings. s. Power Coordination Study etc. t. Preparation or review of energy rebate applications. u. LEED Certification. v. Value Engineering Reviews. w. Design using Revit or other BIM software. x. Structural Calculations. 2023 Hourly Rate Schedule Engineering Director $ 217.00/hr. Senior Project Manager $ 194.00/hr. Project Manager $ 188.00/hr. Electrical Designer $ 178.00/hr. CADD Manager/ Drafter $ 139.00/hr. Drafter $ 119.00/hr. All drawings, details, specifications, reports, calculations and etc. are the property of Aurum Consulting Engineers Monterey Bay, Inc. Aurum Consulting Engineers Monterey Bay, Inc. grants a one-time non- exclusive license for one time use on this specific project for the engineering work covered by this agreement and may not be used by the Client for any other endeavor without written consent. The above proposed fee does not include fees assessed by agencies as a result of obtaining information, plans, existing conditions, etc. in order to accomplish our Scope of Work. These will be considered out- sourced expenses should they occur. Additional compensation will be requested when: • Revisions are requested after the substantial completion of the documents. • It is necessary to review change orders not initiated by or as a result of our design. • When additional work not in the scope of work listed above (included services) is requested. Agreement Terms An invoice for Aurum Consulting Engineers services will be submitted monthly. Invoices are payable within 30 days after the invoice date. Accounts unpaid 60 days after the invoice date may be subject to a monthly service charge of 1.5% (or the legal rate) on the then unpaid balance. In the event any portion or all of an account remains unpaid 90 days after billing, the Client shall pay all costs of collection, including reasonable attorney’s fees. If the client objects to any portion of the invoice, the Client shall notify Aurum Consulting Engineers in writing within ten calendar days of receipt of invoice. The Client shall identify the specific cause of the disagreement and shall pay when due that portion of the invoice not in dispute. Any claims or disputes arising between Aurum Consulting Engineers Monterey Bay Inc. and the Client shall be submitted to non-binding mediation. The Client shall, to the fullest extent permitted by law, indemnify and hold harmless Aurum Consulting Engineers Monterey Bay Inc., Aurum Consulting Engineers Monterey Bay Inc.’s officers, directors, employees, agents and sub consultants from and against all damage, liability and costs, including reasonable attorney’s fees and defense costs, arising out of or in any way connected with the performance by any of the parties above named of the services under this agreement, excepting only those damages, liabilities, or costs attributed to the sole negligence or willful misconduct of Aurum Consulting Engineers Monterey Bay Inc. In recognition of the relative risks, rewards and benefits of the project to both Aurum Consulting Engineers Monterey Bay Inc. and the Client, the risks have been allocated such that the Client agrees that, to the fullest extent permitted by law, Aurum Consulting Engineers Monterey Bay Inc.’s total liability to the Client for any and all injuries, claims, losses, expenses, damages or claim expenses arising out of this agreement from any cause or causes, shall not exceed Aurum Consulting Engineers Monterey Bay Inc. Insurance coverage in effect on the contract date. Such causes include, but are not limited to, Aurum Consulting Engineers Monterey Bay Inc. negligence, errors, omissions, strict liability, breach of contract or breach of warranty. This agreement may be terminated upon giving written notice by the Client or Aurum Consulting Engineers Monterey Bay Inc. should the other fail to perform its obligation hereunder. In the event of termination, the Client shall pay Aurum Consulting Engineers Monterey Bay Inc. for all services rendered to the date of termination, all reimbursable expenses, and reimbursable termination expenses. Any litigation between the parties shall be adjudicated in the County of Monterey, California. Payment of invoices is in no case subject to unilateral discounting or set-offs by the Client and payment is due regardless of suspension or termination of the Agreement by either party. We trust that the above is in agreement with your understanding of our participation in this project and meets with your approval. We are most interested in your input and if there is something about our proposal which needs further explanation or if you would like to make adjustments in the scope-of-work please contact us. Please acknowledge your acceptance of this proposal by signing this letter below and returning a copy to us. This Proposal and pricing will expire in 90 days if written agreement is not received. Sincerely, Najib Anwary, P.E., LEED AP (BD+C) Sr. Project Manager Accepted: Signature: __________________________ Title: ____________________________ Name: _____________________________ Date: ____________________________ PROPOSAL FOR GEOTECHNICAL SERVICES Dear Mr. Harris: 1.0 INTRODUCTION GeoSolutions, Inc. presents this proposal to provide geotechnical services for the proposed Emerson Park Amenity Upgrades and Beautification project to be located at Emerson Park, 1341 Nipomo Street, San Luis Obispo California. SSA Landscape Architects, Inc. will hereafter be referred to as the client. This proposal presents our project understanding, proposed scope of services, preliminary schedule, and estimated costs associated with providing the following project deliverables:  Soils Engineering Report All work listed in this proposal shall be in accordance with the standard specifications of the City of San Luis Obispo, the 2022 California Building Code (CBC), and/or industry standard practices. 2.0 PROJECT UNDERSTANDING Our project understanding is based on the RFP for the project, which was provided by the City of San Luis Obispo. The proposed project will consist of renovating existing facilities and constructing new facilities within the existing park. New facilities are to include a restroom, play structure, and shade structures. Retaining walls may be constructed as part of the proposed improvements. See Figure 1: Site Plan (provided by the City of San Luis Obispo). Figure 1: Site Plan (provided by City of San Luis Obispo) DATE January 6, 2023 PROJECT NUMBER GS00320-1 CLIENT SSA Landscape Architects, Inc. Attn: Christian Harris 303 Potrero St, Suite 40-C Santa Cruz, CA 95060 PROJECT NAME Emerson Park Amenity Upgrades and Beautification Project 1341 Nipomo Street San Luis Obispo California Emerson Park Amenity Upgrades and Beautification January 6, 2023 Project GS00320-1 2 The proposed structures are to be located throughout Emerson Park. The site is generally level, sloping gradually downward to the southwest. This area is mapped as being underlain by Surficial Sediments (Qa). Geotechnical information is requested for design and construction of foundations for the proposed structures.. 3.0 SCOPE OF SERVICES Based on our understanding of the project needs we propose the following scope of services. 3.1 Field Investigation The proposed field investigation will consist of advancing five exploratory borings to a maximum depth of 15 feet (bgs). Anticipated exploration locations are provided in Figure 2: Proposed Exploration Plan. Actual exploration locations will be based on drill rig access, utility clearance, and our understanding of the project needs. The explorations will be used to determine the general site suitability for the proposed construction. The Project Engineer will observe the boring operations and record the sub-surface soils and/or bedrock conditions in Boring Logs. During the field investigation, sampling will be performed at approximate 2.5 to 5.0-foot intervals. Bulk and relatively undisturbed soil/bedrock samples will be obtained in the field for classification and laboratory testing. The exploratory borings will be backfilled, but not compacted, with on-site material. Repair of damaged landscape will not be the responsibility of GeoSolutions, Inc. Prior to the field investigation, pertinent published and unpublished geotechnical studies and literature of the subject project area will be reviewed under the direction of the Project Engineer. A predrill site visit will be performed in order to coordinate proposed exploration locations with the project team and/or mark for utility clearance (USA Dig Alert). We assume no site access restrictions apply for our field investigation and that no permits are required for our fieldwork. 3.2 Laboratory Testing Selected soil samples that are considered to be representative of site conditions will be tested in our laboratory, or an equivalent laboratory, in order to ascertain or derive relevant engineering properties. Anticipated testing for the project may include: Figure 2: Proposed Exploration Plan Emerson Park Amenity Upgrades and Beautification January 6, 2023 Project GS00320-1 3  Soil Classification (ASTM D2487, D2488)  Liquid Limit, Plastic Limit, and Plasticity Index (ASTM D4318)  Expansion Index (ASTM D4829)  Soil Particle Size Analysis (ASTM D422)  Laboratory Maximum Density (ASTM D1557)  Direct Shear (ASTM D3080) 3.3 Geotechnical Analysis and Report Preparation Geotechnical engineering analyses will be performed using the data obtained during our literature review, field investigation, and laboratory testing. The analyses will be used to help form our Soils Engineering Report for the project providing geotechnical recommendations pertaining to:  Location and depth to bedrock, if encountered  Depth to groundwater, if encountered  Grading requirements  Processing of soils and depth of over-excavation  Drainage and erosion  Preliminary pedestrian pavement structural section  Bearing capacity  Minimum foundation depth and width parameters  Lateral earth pressures (active, at-rest, and passive resistance) and sliding resistance parameters for the design of retaining walls and footings  Seismic design considerations including seismic lateral earth pressures A digital copy (pdf) of this report will be emailed to the client and/or client representative. 4.0 SCHEDULE Receipt of the signed agreement for professional services signifies the start of the schedule. Please note this schedule is only approximate and is subject to change; weather and site access can affect the schedule time frame.  Field investigation: within approximately four to five weeks of receiving signed agreement.  Laboratory analysis: within approximately two to three weeks of field investigation.  Report preparation: within approximately two weeks of laboratory analysis. The report(s) will be submitted within approximately eight to ten weeks of receipt of your written authorization to proceed. To initiate the proposed services, please sign and return a copy of the included Agreement for Professional Services. Upon receipt of the signed copies of the Agreement for Professional Services, we will promptly schedule the fieldwork for the proposed scope of services and return a counter-signed Agreement for Professional Services. Any alterations to the original Agreement for Professional Services may result in a delay of the proposed services or our inability to execute those services. Emerson Park Amenity Upgrades and Beautification January 6, 2023 Project GS00320-1 4 5.0 FEE ESTIMATE Our fees for the proposed geotechnical services include a Soils Engineering Report (field investigation, laboratory testing, and report). We understand this is a prevailing wage project. A breakdown of costs associated with performing our proposed work scope is provided. Our fees are based on a flat rate and are as follows: Soils Engineering Report Field Investigation $ 3,640.00 Laboratory Testing $ 1,900.00 Report Preparation $ 2,000.00 TOTAL: $ 7,540.00 We will not incur expenditures above $ 7,540.00 without your prior authorization. 6.0 TERMINATION OF SERVICES This contract may be terminated by either party. Any fees accrued by GeoSolutions, Inc. after receipt of the signed Agreement for Professional Services and retainer will be deducted from said retainer and the remainder returned to the issuer of the retainer. 7.0 ADDITIONAL GEOTECHNICAL AND INSPECTION SERVICES GeoSolutions, Inc. assumes that it will be retained to provide additional services during future phases of the proposed project. These services would be provided by GeoSolutions, Inc. as required by the City of San Luis Obispo, the 2022 CBC, and/or industry standard practices. These services would be in addition to those included in this document. 8.0 PROJECT CONSIDERATIONS It is the responsibility of the Client and/or the Client Representative to provide access to the project site for our testing equipment. The locating of any underground utility within the property limits is the responsibility of the Client and/or the Client Representative. If the Client/Client Representative is uncertain about the locations of underground utilities, you should hire a professional locating service. We will contact Underground Service Alert (USA) to locate utilities in the public right of away and exercise caution during field investigation. If paint is used to mark utility locations, GeoSolutions, Inc. will not remove paint marks. GeoSolutions, Inc. will not be liable for damage or injury arising from damage to existing utilities. It should be noted when drilling on or near developed properties, we will attempt to minimize damage to the existing landscape, hardscape, and/or pavement areas. GeoSolutions, Inc. will not be liable for damage to existing landscape, hardscape, and pavements. If available, topographic maps and a preliminary layout should be provided to us. Any change in the layout could necessitate additional work. Review of subsequent plan changes and/or other project requirements would be charged as additional cost in accordance with our fee schedule. We request that any previous geologic or geotechnical reports conducted for the site be submitted to us. 9.0 CLOSURE This proposal, including, but not limited to, the terms of payment, proposed services, and schedule for proposed services, is valid for 90 days from the proposed date. AGREEMENT FOR PROFESSIONAL SERVICES Project Description: Provide geotechnical services associated with a Soils Engineering Report in accordance with this proposal dated January 6, 2023 This Agreement is entered into by and between GEOSOLUTIONS, INC. and the CLIENT as follows: 1. GEOSOLUTIONS, INC. agrees to perform professional services at the Project name described to the left, or elsewhere as appropriate, the scope of which services is briefly described above. Client acknowledges that the “Exhibit A” applicable to project and date listed above is hereby made part of this Agreement for Professional Services. 2. Unless otherwise specifically agreed in writing, GEOSOLUTIONS, INC. services shall be performed on a fixed fee and/or time and materials basis in accordance with the proposal and/or fee schedule attached to this Agreement. Any estimate of the total cost for the scope of work described herein is provided in good faith, but is intended as an estimate only in recognition of the many variables that may affect the execution of professional services (including, without limitation, conditions in the field, coordination with other trades, field change orders, and the like). 3. All fees and other charges attributable to this Agreement shall be invoiced at completion of services. Release of work product to Client is contingent upon receipt of client payment in full to GEOSOLUTIONS, INC. unless otherwise specifically agreed to in writing by both parties. Invoices are due and payable upon receipt. After thirty (30) days, late charges shall accrue on invoices at the rate of 1% per month. Should Client dispute any fee or charge, written notice of such dispute must be provided to GEOSOLUTIONS, INC. within thirty (30) days after invoice date; otherwise, invoiced items and amounts shall be conclusively presumed correct. If it becomes necessary for GEOSOLUTIONS, INC. to file suit to collect any sum due for professional fees or costs, the prevailing party in such collection action shall be entitled to reasonable attorney's fees and costs incurred therein. 4. Any change order or expansion or modification of the scope of work, or additional services to be provided by GEOSOLUTIONS, INC., shall be agreed upon in writing, to the extent that it is reasonably practicable to do so, and such modified or additional work shall be governed by each and every provision of this Agreement; provided, however, that Client's acceptance of the work as modified or enlarged shall be deemed a waiver of any requirement of a written change order associated therewith. 5. To the fullest extent permitted by law, and not withstanding any other provision of this Agreement, the total liability, in the aggregate, of GEOSOLUTIONS, INC. and GEOSOLUTIONS, INC.’S officers, directors, partners, employees, agents and subconsultants, and any of them, to the Client and anyone claiming by, through or under the Client, for any and all claims, losses, costs or damages of any nature whatsoever arising out of, resulting from or in any way related to the Project or the Agreement from any cause or causes, including but not limited to the negligence, professional errors or omissions, strict liability, breach of contract or warranty, express or implied, of GEOSOLUTIONS, INC. or GEOSOLUTIONS, INC.’S officers, directors, employees, agents or subconsultants, or any of them, shall not exceed the total compensation received by GEOSOLUTIONS, INC. under this Agreement, or the total amount of $35,000 whichever is greater. 6. GEOSOLUTIONS, INC. shall perform professional services hereunder in accordance with generally accepted professional practice in its fields of specialty. No other warranty or representation of quality or result, either express or implied, is included or intended in our proposal, agreements or reports. Any and all reports or other findings, conclusions or recommendations provided to Client by GEOSOLUTIONS, INC. shall be strictly subject to the conditions and limitations stated therein. Any material departure from such conditions or limitations by Client shall relieve GEOSOLUTIONS, INC. of any liability which would otherwise arise in connection with such reports or recommendations. 7. To the fullest extent permitted by law, Client agrees to indemnify, defend, and hold harmless GEOSOLUTIONS, INC. from any and all liability, costs, loss, damages, or judgments arising directly or indirectly out of the conduct of Client, its employees, subcontractors, design professionals, agents, suppliers, and representatives, regardless of whether or not the active or passive fault of GEOSOLUTIONS, INC. contributed to the claim, loss, damage or liability. 8. In the event that Client requests termination of the services contemplated by this Agreement prior to the completion thereof, GEOSOLUTIONS, INC. reserves the right to complete such analyses, records, and reports as may be necessary to place its file in order and reasonably to protect its reputation for professional competence. All files, drawings, samples, field notes, and reports, including the authorized submission of final reports to public agencies, shall remain the property of GEOSOLUTIONS, INC. until GEOSOLUTIONS, INC. has received payment in full for fees and costs billed hereunder. The actual or threatened use of any such material in contravention of GEOSOLUTIONS, INC.'S ownership rights hereunder shall be grounds for appropriate injunctive relief. 9. GEOSOLUTIONS, INC. will diligently proceed to complete the professional services described in this Agreement in a timely manner. However, it is expressly agreed that GEOSOLUTIONS, INC. shall not be held responsible for delays in performance occasioned by factors beyond GEOSOLUTIONS, INC.'S control. Client: SSA Landscape Architecture, Inc. Signature: _______________________ Date: DATE January 6, 2023 PROJECT NUMBER GS00320-1 CLIENT SSA Landscape Architects, Inc. Attn: Christian Harris 303 Potrero St, Suite 40-C Santa Cruz, CA 95060 PROJECT NAME Emerson Park Amenity Upgrades and Beautification Project 1341 Nipomo Street San Luis Obispo California GeoSolutions, Inc. Kelly Robinson, GE 3118 Signature: _______________________ Date: January 11, 2023 Christian Harris Associate Principal SSA Landscape Architects, Inc. 303 Potrero Street, Suite 40-C Santa Cruz, CA 95060 Re: Proposal to Provide Civil and Structural Engineering Services for Emerson Park Amenity Upgrades and Beautification MME Project No: 22162 Dear Christian, Thank you for asking MME to provide your engineering services, accordingly we have prepared the following proposal for your review. We have over 30 years of local civil and structural engineering experience and look forward to working with you. Project Understanding This project consists of the rehabilitation and improvement of the existing amenities at Emerson Park in San Luis Obispo, California. These improvements primarily include a new fully accessible pre-fabricated public restroom, improvements to the dog park, relocated bocce courts, expanded basketball court, new playground, new fencing, improved solar safety lighting, site lighting, fencing, and (3) new shade structures at the dog park, playground, and exercise equipment. We understand that a major goal of the project is to utilize rain barrels to collect storm water for use at the community garden. We anticipate that the added and replaced impervious area for this project will be less than 22,500 SF. With the added/replaced impervious areas greater than 15,000 SF and less than 22,500 SF, the project will need to provide performance requirements 1, 2, & 3 in accordance with the City of San Luis Obispo’s Adopted Post Construction Requirements (Central Coast Regional Water Quality Control Board), dated July 12, 2013. These requirements include site design and runoff reduction, water quality treatment, and runoff retention. We understand that the project is being funded by Proposition 68 State Parks grant funding and will therefore need to comply with recent Prop 68 requirements. The approximate project budget is $2.8 million. Our work will generally include the civil engineering (CE) services to prepare construction documents including plans, specifications and estimates for use in competitive bidding and construction of this project. Proposal for Emerson Park MME Project No: 22162 January 11, 2023 Page 2 of 7 Scope of Proposed Services The scope of our services is based on a review of the conceptual drawings, observations made during a visit to the site, and discussions with you. Based on this information, we intend to provide the following services: Design Phase Services Phase One – Conceptual Design 1. Participate in correspondence with you and members of the design team as may be required to accomplish the tasks identified during this phase. 2. Prepare a topographic field survey of the site to provide a base map for design. Contact utilities companies to request maps of utilities in the project area and surrounding streets. We will survey ground features such as fences, slopes, pavements, building corners, driveways, major trees, and visible improvements or utilities at ground level. We will prepare a topographic map at about 10 scale with 2’ contours and elevations of ground features deliverable in AutoCAD and PDF. Survey will be an Engineering Survey based on local assumed datum and basis of bearings and will not be a Boundary Survey and will not include historical research, deeds, easements, legal descriptions, reconciliation of maps, filing records of survey, setting corners or determining property boundaries. Develop a scope of services and subcontract to provide underground utility location markings at the site and surrounding street (see Figure 1). Figure 1 – Site overview map from RFP Proposal for Emerson Park MME Project No: 22162 January 11, 2023 Page 3 of 7 3. Review the Geotechnical Investigation from the City. 4. Prepare structural design of foundations for prefabricated restroom, three shade structures, large playground structures, site light poles, and fencing. 5. Prepare and deliver one set of Schematic Design (SD) civil and structural engineering drawings of the selected alternative with sufficient detail to fix and describe the character of the systems contemplated for use on this project. SD drawings will be about 50% complete when compared to the final drawings. Drawings will include: i) Impervious area plan with drainage area calculations and mitigation areas ii) Site grading and drainage plan with inlets, outlets, pipes for storm drainage and preliminary ADA grading scheme iii) Utility Plan for prefabricated restroom sewer and water connections, and possibly replacement water fountain connections if needed iv) Foundation plan for prefabricated restroom, shade structures, and playground structures v) Key Structural Details 6. Prepare an opinion of estimated construction costs for the portions of the project represented by our drawings. 7. Provide the administrative support necessary for us to perform these services. Phase Two – Final Design 1. Participate in correspondence with you and members of the design team as may be required to accomplish the tasks identified during this phase. 2. Attend a meeting with you and other members of the design team to review and discuss the previously submitted schematic drawings and to resolve any identified conflicts between the various disciplines. 3. Prepare a Drainage Memo. 4. Prepare and deliver 90% engineering drawings sufficiently detailed for competitive bidding and for guidance of a qualified, experienced contractor during construction of the proposed improvements. These Drawings will be submitted for the Building Permit Application. Drawings to be furnished will include: i) Cover ii) Site grading plan iii) Site drainage plan with inlets, outlets, pipe sizes and lengths for storm drainage and restroom sewer lateral iv) Storm Water Control Plan with impervious areas v) Utility Plan Proposal for Emerson Park MME Project No: 22162 January 11, 2023 Page 4 of 7 vi) Erosion control plan vii) Site Details viii) Foundation plan for prefabricated restroom, shade structures, and playground structures ix) Key Structural Details 5. Prepare and deliver a preliminary set of technical specifications in MS Word. 6. Prepare an opinion of estimated construction costs for the portions of the project represented by our drawings. 7. Assist in obtaining approval of our parts of the project by the Building Official by responding to one set of plan check comments. 8. Complete the design and preparation of 100% level drawings incorporating Building Permit submittal comments and revisions. 9. Complete the preparation of 100% level technical specifications incorporating Building Permit submittal comments and revisions. 10. Update the final 100% opinion of estimated construction costs for the portions of the project represented by our drawings. 11. Prepare final civil engineering calculations for earthwork volumes, storm and sanitary sewer systems, and other portions of the civil site improvements. 12. Prepare final structural engineering calculations for foundations. 13. Revise Final Plans, Specifications, and Estimate as requested by City Engineer, for use in bidding and construction of the project. 14. Provide the administrative support necessary for us to perform these services. Phase Three – Construction Administration 1. Participate in correspondence with you and members of the design team as may be required to accomplish the tasks identified during this phase. 2. Participate in a pre-construction meeting to answer questions about design intent or about interpretation of the documents prior to work at the site. 3. Prepare and issue bulletins in response to RFI’s during construction, if needed, for clarification of our drawings or specifications. 4. Review submittals and shop drawings, submitted through and checked by the General Contractor, for general compliance with the intent and requirements of our Construction Documents. Re-review of any submittals more than two resubmittals would be considered Additional Services. 5. Provide the administrative support necessary for us to perform these services. Additional Services Additional Services are those items which are not specifically mentioned under the scope of proposed Design Phase services outlined above and/or those items which Proposal for Emerson Park MME Project No: 22162 January 11, 2023 Page 5 of 7 arise as a result of unforeseen circumstances during the design or construction phases of the project. Any Additional Services and compensation shall be authorized by the Client in advance and in writing or acknowleged and confirmed by email. Because the remodeling and/or rehabilitation of an existing building or infrastructure requires that certain assumptions be made regarding existing conditions, all the construction details can seldom be precisely shown on the drawings before the work of construction begins. Therefore, unforeseen field conditions will generate a certain amount of Additional Services work and expense due to no fault of anyone and we recommend the Owner carry a bigger contingency for additional design fee and additional construction cost to address unknown existing conditions. The following is a partial list of work excluded from this scope of services: Existing Underground Utility Location, Irrigation, Geotechnical Engineering, Caltrans Encroachment Permits, Environmental Assessments or Permits, Hazardous Materials Services, Architecture or Waterproofing, Mechanical, Electrical or Traffic Engineering, Pumps and Hydromodification Analysis, FEMA studies, Arborists Reports, Tree Protection Plans, Traffic Control Plan, Construction Staging Plans, SWPPP, Signalized Intersections and Crosswalks, Bid Alternates, Value Engineering, Construction Inspection, Front End Specifications, Expedited Schedule, Demolition Plans and Construction Contracts. Deliverables At the following points in the design process, we will furnish the following deliverables to you for your use, review and comment:  Topographic Survey – AutoCAD format and PDF format  Schematic Design 50% – Two conceptual plans, one set of plans (with selected alternative), and cost estimate in electronic PDF format  Design Development 90% – One set of plans, one cost estimate, and one preliminary drainage memo in electronic PDF format, and one set of preliminary technical specifications in MS Word format.  Construction Documents 100% – One set of plans, one cost estimate, one set of calculations in electronic PDF format, and one set of technical specifications in MS Word format.  Final Construction Documents– One set of signed plans on bond paper, three sets of signed calculations, one cost estimate, and one final drainage memo in electronic PDF format and one set of signed technical specifications in MS Word format. Time Schedule Based on our present workload, we could begin work on this project within two weeks of receiving a signed copy of this proposal. The work will be completed pursuant to a mutually agreed upon schedule. Proposal for Emerson Park MME Project No: 22162 January 11, 2023 Page 6 of 7 Compensation for Services Compensation for all services rendered in connection with this project will be based on time and expenses charged in accordance with our Schedule of Standard Billing Rates. Based on information available to us at this time, it is our opinion the estimated cost of our services will be Hourly Not To Exceed the amount shown in the attached Engineering Fee Estimate. Thank you for the opportunity to prepare this proposal. Should you have any questions please call me. We look forward to working together with you. Respectfully yours, Rodney Cahill, P.E. Principal Engineering Fee Estimate prepared for SSA CE and SE Services for Emerson Park Mesiti-Miller Engineering, Inc. MME Project Number: 22162 1/11/2023 Item Task Description Total Principal Engineer Engineer Engineer Engineer Engineer Admin Fee Engineer V IV III II I Assist $230 $220 $200 $170 $150 $130 $95 Phase One - Conceptual Design 1 Correspondence 4 1 1 2 $1,590 2 Topographic Survey 16 80 $15,680 3 Review Geotechnical 1 4 $830 4SDs $0 i. Impervious Area Plan 1 4 4 $1,510 ii. Grading and Drainage Plan 8 8 16 $5,600 iii. Utility Plan 4 8 16 $4,680 iv. Foundation Plans 1 16 $3,430 v. Key Structural Details 1 8 $1,830 5 Cost Estimate 1 4 2 2 $1,670 6 Administration 1 4 $610 Subtotals: 38 0 29 23 124 0 4 $37,430 Phase Two - Final Design 1 Correspondence 4 1 1 1 $1,440 2 Meeting 2 2 $760 3 Drainage Memo 2 16 4 $3,780 4 90% Plans $0 i. Cover 2 $300 ii. Grading Plan 2 24 6 $5,440 iii. Drainage Plan 2 4 16 $3,540 iv. SWCP 2 12 4 $3,100 v. Utility Plan 1 12 4 $2,870 vi. Erosion Control Plan 1 2 4 $1,170 vii. Site Details 1 2 4 $1,170 viii. Foundation Plan 1 32 $6,630 ix. Key Structural Details 1 12 $2,630 5 90% Tech Specs 4 24 4 24 $10,000 6 90% Cost Estimate 1 8 2 8 $3,370 7 Plan Check 1 2 1 4 $1,400 8 100% Plans 2 8 4 16 $5,140 9 100% Tech Specs 2 4 2 4 $2,200 10 100% Cost Estimate 1 2 2 $930 11 CE Calculations 1 6 $1,130 12 SE Calculations 1 6 $1,430 13 Revise Final PS&E 4 4 $1,400 14 Administration 4 4 $1,300 Subtotals: 36 0 103 86 115 0 4 $61,130 Personnel and Hourly Billing Rates Phase Three - Construction Administration 1 Correspondence 1 1 1 $580 2 Pre-con Meeting 2 2 $800 3 RFI Response 2 4 8 $2,460 4 Review Submittals 1 4 8 $2,230 5 Administration 1 2 $420 Subtotals: 70921702 $6,490 Services Subtotal: $105,050 Reimbursable Expenses 1 Plotting and Delivery $0 2 Mileage 200 0.625 $125 3 Subconsultant Utility Markings Allowance (x 1.10)2500 1.1 $2,750 Subtotals: $2,875 Services and Expenses Subtotal: $107,925 This is our estimate based on currently available information. We may redistribute compensation between phases to be consistent with the hours of services provided, but shall not exceed the total unless approved by the Client. This estimate is based on hourly rates effective through December 2023. Proposal for Emerson Park MME Project No: 22162 January 11, 2023 Page 7 of 7 Schedule of Standard Billing Rates Effective through December 31, 2023 Professional Services Engineer I $ 130 / hour Engineer II $ 150 / hour Engineer III $ 170 / hour Engineer IV $ 200 / hour Engineer V $ 220 / hour Principal Engineer $ 230 / hour Expert Witness Services $ 380 / hour Deposition, court appearance and preparation Administrative Assistant $ 95 / hour CAD Technician I $ 90 / hour CAD Technician II $ 110 / hour Field Technician I $ 115 / hour Field Technician II $ 140 / hour Minimum Consultation Fee $ 1,000 Field Survey (Prevailing Wage) Chief of Party $235 / hour Instrumentman $225 / hour Chainman / Rodman $215 / hour Flagperson / Pedestrian Monitor $170 / hour Reimbursable Expenses Sub-Consultants Direct Billing x 1.10 Outside Services Direct Cost x 1.15 Printing, delivery, equipment rental and other direct project expenses In-House Services Photocopies $ 0.10 sheet Plotting -internal check plots / plots on bond $ 2.00 sheet -final plots on mylar $ 10.00 sheet Travel Automobile mileage $ 0.625 mile Airfare, Car Rental, etc. Direct Cost x 1.15 Per Diem Allowance (varies by location) $ 197/day \\svr2016\projects\22162 ssa - emerson park\proposal\proposal or soq work docs\22162_emerson park_proposal.docx EMERSON PARK | MASTER PLAN A San Luis Obispo, CA June 19, 2023LANDSCAPE ARCHITECTS SSASSA EMERSON PARK | MASTER PLAN B San Luis Obispo, CA June 19, 2023LANDSCAPE ARCHITECTS SSASSA EMERSON PARK San Luis Obispo, CA June 19, 2023LANDSCAPE ARCHITECTS SSASSA COURSES AMENITIES AMENITIES SURFACING 1 3 4 1 2 6 5 2 3 1 2 3 DOG PARK OPTIONS City of San Luis Obispo, Public Works, 919 Palm Street, San Luis Obispo, CA, 93401-3218, 805.781.7200, slocity.org REQUEST FOR PROPOSAL November 4, 2022 Lief McKay RRM Design Group 3765 South Higuera St, STE 102 San Luis Obispo, CA 93401 PROJECT: Emerson Park Amenity Upgrades and Beautification The City of San Luis Obispo is requesting proposals from our on-call consultants for the design of the Emerson Park Amenity Upgrades and Beautification Project. The project is located at Emerson Park (1341 Nipomo Street) in San Luis Obispo (See Attachment A). The project will bring the existing amenities and services to current safety and ADA standards (except for the exercise equipment that was recently replaced through another project and the community garden area that may be upgraded in-house with City staff) in support of the recent Prop 68 State Park Grant. PROJECT BACKGROUND: Emerson Park is in the downtown core of San Luis Obispo, adjacent to the Parks and Recreation Department main office building. Current amenities at Emerson Park include two bocce ball courts, an old basketball court, community garden plots, a weathered black top, playground, picnic tables, turf area with an old backstop, and new exercise equipment. There are currently no public restrooms within the park for families with small children to utilize while playing at the park. As part of the Prop 68 State Parks grant application requirements, as well as fulfilling the community outreach for development in support of the Master Plan Public Outreach process, the Parks and Recreation Department facilitated multiple public workshops for the community to provide input on specific amenities needed at Emerson Park. The feedback received at these workshops were instrumental in the successful award of the Grant to the City San Luis Obispo. In conjunction, the community input and the grant award has provided the amenities proposed within the Emerson Neighborhood Park Revitalization Concept plan. The concept plan includes public restrooms to provide families with young children an accessible restroom while playing at the park thereby extending their use of the park with minimal interruption. The desire for more shade structures has been a consistent community request throughout the public workshops and the concept plan includes a shade structure over the playground. In addition, the community forums produced the need for additional shade amenities to support the fitness and bocce ball area, as well as potential for an area of the dog park. One of the City’s Major City Goals is Climate Action and Sustainability, and the concept plan proposes the use of rain barrels to capture and store rainfall run off to utilize in watering at the educational on-site gardens. The plan will also include an update to the compost bins already located within Emerson Park. The design process will require conceptual layout options for the park with the already chosen amenities per the grant. The project will need to comply with the recent Prop 68 State Parks grant awarded to the City in December 2021 including the requirement to have project completed prior to March 2025. PROJECT SCOPE: The consultant will need to meet with Parks & Recreation staff for input on design features and amenities relative to the Prop 68 State Parks grant and recently implemented Parks + Recreation Blueprint (master plan - July 2021). Attachment B Emerson Park Site Plan contains the preferred layout of the recreation and support amenities. This plan needs to be refined with a conceptual layout and material options displays that can be presented at the Parks and Recreation Committee meeting. Upon review and approval of a conceptual layout for the park, the consultant will complete the design and prepare construction documents for the project. The consultant will be responsible for all coordination with third party utility companies (PG&E, etc.) as needed to complete the design. The first stage of the park will be to incorporate recommendations from Staff and the Parks and Recreation Commission (PRC).  The consultant will need to develop conceptual designs for the playground equipment and dog park based on the requested amenities for Emerson Park.  Provide visual concept plans for Staff and the consultant to conduct a community forum.  Present two conceptual plans and designs to PRC.  Based on the detail of the design plans, provide a minimum of one follow up meeting to present scope and design, and return to present the 90% design to PRC. The following list of improvements will be included in the design: - ½ Acre Large/Small Dog Park o fencing o lighting o shade structure - Prefabricated self-cleaning restroom o solar roof panels o Stormwater captured for infiltration or irrigation - Drought tolerant landscaping - Shade structure partially covering existing exercise equipment - Safety lighting throughout the park on main pathways (solar) - Renovate and relocate (2) Bocce Courts - Renovate and expand an existing basketball court to multi-purpose court (full-size court and half-size court) and install new court lighting - New playground o 2-5 year old’s o 5-12 year old’s o shade structure - Replace existing perimeter fencing - Replace drinking fountain and hydration station (include dog bowl feature) - Educational garden with storm water barrel and compost station - Area available for a public mosaic on the outside of the restroom or included in design of park This is a list of all improvements included in the Prop 68 State Parks grant application for the project. The consultant will produce conceptual layouts to be reviewed and discussed with staff, the community, and the Parks and Recreation Commission during the design process. CONSULTANT SUBMITTAL: Please submit a cost proposal for providing the following services: 1. Produce a presentation board with the preliminary layout based on the site plan provided in Attachment B based on the requested amenities. Attend one staff meeting to review conceptual layouts. 2. Provide material boards to present options at a community forum. 3. Attend one community forum at the park to present and get input on material boards. 4. Prepare presentations and participate at one Parks and Recreation Commission Meetings. Consultant will be responsible for preparing visual presentation board and presenting the 90% Design at the second meeting. 5. Complete design (plans, special provisions, and estimate) for the entire scope of work. The plan set (using City AutoCAD template) shall include the following as a minimum: o Cover/title sheet with vicinity map o Site Plan o Grading Plan o Utility Plan o Architectural, Structural, Mechanical, Electrical, and Plumbing Plans for Restroom Design o Electrical or Solar Design for park lighting o Irrigation and Planting Plans o Detail sheets as needed 6. Construction Administration Services including attending the preconstruction meeting, reviewing, and responding to request for information from the contractor, reviewing submittals, and answering questions during construction. Cost proposal must be broken down per the tasks above. Prime consultants and subconsultants should include their hours and costs for each team member and all costs should be subtotaled by task. Include identification of any other direct costs not specified above. Consultants shall provide their current billing rates in accordance with the terms and conditions of the on-call agreement. Required Deliverables for each park:  Preliminary/Conceptual Park Layout Options  50% Plans and Cost estimate  90% Plans, Specifications and Cost Estimate  100% Plans, Specifications and Cost Estimate  Final Plans, Specifications and Cost Estimate The City will provide review comments for each deliverable, with a timeframe of approximately 4 weeks. City will submit project plans for building permit review and approval at the 90% PS&E stage. The consultant can expect 90% plan check revisions from the building permit review process that will be combined with the engineering staff review comments. Consultant may also anticipate minor revisions to the 100% PS&E prior to City Engineer approval of Final PS&E. Please include a schedule for delivery for the design work and revisions of the project plans, specifications, and estimates in the proposal. Proposals will be evaluated based on design price, relevant work experience (within the last 5 years) and understanding of project scope. Please provide proposals to the City by December 2, 2022, to be considered for this project. Please submit any question by November 18, 2022, so the City has time to answer questions prior to the proposal due date. Proposals must comply with the terms and conditions of the signed on-call agreements. Proposals are to be emailed to the project manager, Erica Long at elong@slocity.org. Sincerely, Erica Long Project Manager II Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E elong@slocity.org T 805-783-7758 Attachments: A. Location Map B. Conceptual Plan Landing Page: Parks and Recreation - Current Projects Emerson Park Amenity Updates and Beautification Project Emerson Park is in the downtown core of San Luis Obispo, adjacent to the Parks and Recreation Department main office building (1341 Nipomo Street). Current amenities at Emerson Park include two bocce ball courts, an old basketball court, community garden plots, a weathered black top, playground, picnic tables, turf area with an old backstop, and new exercise equipment. There are currently no public restrooms within the park for families with small children to utilize while playing at the park. The City of San Luis Obispo has started the design of a project that will bring the existing amenities and services to current safety and ADA standards at Emerson Park (except for the exercise equipment that was recently replaced through another project and the community garden area that may be upgraded in-house with City staff). This project is funded through a Prop 68 State Park Grant. The Emerson Park Amenity Updates and Beautification Project includes adding a restroom, dog park and updating two bocce ball courts, replacing playground equipment, and renovating the existing basketball court. The City values the input from our community and have organized opportunities to receive community feedback on the concept layouts. Your input is greatly appreciated! 1. Monday Meet-up: Junel 19th 5:30pm-7:30pm @ Emerson Park (Free Entry) 2. Parks and Recreation Commission Meeting: August TBA 5:30pm @ City Hall Landing Page: Current Projects | City of San Luis Obispo, CA (slocity.org) Online Survey Questions Emerson Park Introduction: Emerson Park is in the downtown core of San Luis Obispo at 1316 Beach Street, adjacent to the Parks and Recreation Department main office building. Current amenities at Emerson Park include two bocce ball courts, an old basketball court, community garden plots, a weathered black top, playground, picnic tables, turf area with an old backstop, and new exercise equipment. The City of San Luis Obispo has started the design of a project that will bring the existing amenities and services to current safety and ADA standards at Emerson Park (except for the exercise equipment that was recently replaced through another project and the community garden area that may be upgraded in-house with City staff). This project is funded through a Prop 68 State Park Grant. The Emerson Park Amenity Updates and Beautification Project includes adding a restroom, adding a dog park, updating two bocce ball courts, replacing playground equipment, and renovating the existing basketball court. 1. Do you live in the City of San Luis Obispo? Yes/No 2. Do you live in the neighborhood near Emerson Park? Yes/No 3. How many people live in your household including yourself? A. One B. Two C. Three D. Four E. Five F. Six+ 4. If any, what are the ages of the children in your household? (Check all that apply) a. 0 to 2 years b. 3 to 5 years c. 6 to 12 years c. 13 to 18 years d. N/A 5. How would you get to the parks most of the time: A. Walk B. Ride my bike C. Drive 6. What are the amenities you would use when visiting the park? (Rank by importance) Basketball Playground Use Dog Park Field Sports Picnics with my family or friends Picnics with larger groups Walking/Exercise Community Garden Other: ______ 7. Out of the two concept layouts for the Emerson Park which option do you prefer? A. Concept Plan Layout 1 Online Survey Questions Emerson Park B. Concept Plan Layout 2 8. What do you like about layout 1? 9. What do you like about layout 2? 10. What character would you like the playground at the Emerson Park to have?? A. Seven Sisters/California State theme B. Garden party theme C. Other: __________ 11. Would you like to be included in future notifications regarding Emerson park? Contact Information. streetNumber streetName streetType suite City zipCode Occupant 228 High St A San Luis Obispo 93401 Occupant 228 High St B San Luis Obispo 93401 Occupant 228 High St C San Luis Obispo 93401 Occupant 228 High St D San Luis Obispo 93401 Occupant 228 High St E San Luis Obispo 93401 Occupant 228 High St F San Luis Obispo 93401 Occupant 228 High St San Luis Obispo 93401 Occupant 300 Islay St San Luis Obispo 93401 Occupant 320 Buchon St San Luis Obispo 93401 Occupant 330 Pismo St A San Luis Obispo 93401 Occupant 330 Pismo St B San Luis Obispo 93401 Occupant 330 Pismo St C San Luis Obispo 93401 Occupant 330 Pismo St D San Luis Obispo 93401 Occupant 330 Pismo St San Luis Obispo 93401 Occupant 331 Pismo St A San Luis Obispo 93401 Occupant 331 Pismo St B San Luis Obispo 93401 Occupant 331 Pismo St C San Luis Obispo 93401 Occupant 331 Pismo St San Luis Obispo 93401 Occupant 333 Buchon St San Luis Obispo 93401 Occupant 335 Pismo St San Luis Obispo 93401 Occupant 338 Buchon St San Luis Obispo 93401 Occupant 340 Buchon St San Luis Obispo 93401 Occupant 340 Pismo St A San Luis Obispo 93401 Occupant 340 Pismo St B San Luis Obispo 93401 Occupant 340 Pismo St C San Luis Obispo 93401 Occupant 340 Pismo St D San Luis Obispo 93401 Occupant 340 Pismo St San Luis Obispo 93401 Occupant 342 High St San Luis Obispo 93401 Occupant 346 Buchon St San Luis Obispo 93401 Occupant 350 High St San Luis Obispo 93401 Occupant 350 Islay St San Luis Obispo 93401 Occupant 350 Pismo St A San Luis Obispo 93401 Occupant 350 Pismo St B San Luis Obispo 93401 Occupant 350 Pismo St C San Luis Obispo 93401 Occupant 350 Pismo St D San Luis Obispo 93401 Occupant 350 Pismo St San Luis Obispo 93401 Occupant 351 Buchon St San Luis Obispo 93401 Occupant 353 Pismo St A San Luis Obispo 93401 Occupant 353 Pismo St B San Luis Obispo 93401 Occupant 353 Pismo St C San Luis Obispo 93401 Occupant 353 Pismo St San Luis Obispo 93401 Occupant 354 Buchon St A San Luis Obispo 93401 Occupant 354 Buchon St B San Luis Obispo 93401 Occupant 354 Buchon St San Luis Obispo 93401 Occupant 357 Pismo St D San Luis Obispo 93401 Occupant 357 Pismo St E San Luis Obispo 93401 Occupant 357 Pismo St F San Luis Obispo 93401 Occupant 357 Pismo St San Luis Obispo 93401 Occupant 358 Buchon St San Luis Obispo 93401 Occupant 360 Buchon St San Luis Obispo 93401 Occupant 360 Islay St San Luis Obispo 93401 Occupant 361 Pismo St San Luis Obispo 93401 Occupant 362 Buchon St San Luis Obispo 93401 Occupant 363 Pismo St San Luis Obispo 93401 Occupant 364 Buchon St San Luis Obispo 93401 Occupant 365 Buchon St A San Luis Obispo 93401 Occupant 365 Buchon St San Luis Obispo 93401 Occupant 366 Buchon St San Luis Obispo 93401 Occupant 367 Pismo St A San Luis Obispo 93401 Occupant 367 Pismo St B San Luis Obispo 93401 Occupant 367 Pismo St San Luis Obispo 93401 Occupant 368 High St San Luis Obispo 93401 Occupant 370 Islay St San Luis Obispo 93401 Occupant 371 Buchon St A San Luis Obispo 93401 Occupant 371 Buchon St B San Luis Obispo 93401 Occupant 371 Buchon St C San Luis Obispo 93401 Occupant 371 Buchon St San Luis Obispo 93401 Occupant 373 Pismo St San Luis Obispo 93401 Occupant 374 High St San Luis Obispo 93401 Occupant 375 Islay St San Luis Obispo 93401 Occupant 378 High St San Luis Obispo 93401 Occupant 379 Pismo St San Luis Obispo 93401 Occupant 380 Buchon St A San Luis Obispo 93401 Occupant 380 Buchon St B San Luis Obispo 93401 Occupant 380 Buchon St C San Luis Obispo 93401 Occupant 380 Buchon St San Luis Obispo 93401 Occupant 380 Pismo St San Luis Obispo 93401 Occupant 381 Pismo St San Luis Obispo 93401 Occupant 382 Pismo St A San Luis Obispo 93401 Occupant 382 Pismo St B San Luis Obispo 93401 Occupant 382 Pismo St San Luis Obispo 93401 Occupant 383 Buchon St A San Luis Obispo 93401 Occupant 383 Buchon St B San Luis Obispo 93401 Occupant 383 Buchon St C San Luis Obispo 93401 Occupant 383 Buchon St San Luis Obispo 93401 Occupant 384 Buchon St San Luis Obispo 93401 Occupant 384 Islay St 2-Jan San Luis Obispo 93401 Occupant 384 Islay St San Luis Obispo 93401 Occupant 386 Buchon St San Luis Obispo 93401 Occupant 388 Buchon St San Luis Obispo 93401 Occupant 389 Pismo St San Luis Obispo 93401 Occupant 390 Islay St San Luis Obispo 93401 Occupant 392 Pismo St San Luis Obispo 93401 Occupant 393 Buchon St A San Luis Obispo 93401 Occupant 393 Buchon St B San Luis Obispo 93401 Occupant 393 Buchon St C San Luis Obispo 93401 Occupant 393 Buchon St D San Luis Obispo 93401 Occupant 393 Buchon St San Luis Obispo 93401 Occupant 394 Pismo St San Luis Obispo 93401 Occupant 395 Pismo St San Luis Obispo 93401 Occupant 396 Buchon St San Luis Obispo 93401 Occupant 398 Pismo St San Luis Obispo 93401 Occupant 405 Pismo St San Luis Obispo 93401 Occupant 407 Pismo St San Luis Obispo 93401 Occupant 411 Brizzolara St San Luis Obispo 93401 Occupant 413 Brizzolara St San Luis Obispo 93401 Occupant 415 Dana St 1 San Luis Obispo 93401 Occupant 415 Dana St 2 San Luis Obispo 93401 Occupant 415 Dana St 3 San Luis 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Obispo 93401 Occupant 421 Dana St 16 San Luis Obispo 93401 Occupant 421 Dana St San Luis Obispo 93401 Occupant 425 Brizzolara St San Luis Obispo 93401 Occupant 429 Brizzolara St San Luis Obispo 93401 Occupant 430 Dana St San Luis Obispo 93401 Occupant 430 Pismo St San Luis Obispo 93401 Occupant 431 Islay St San Luis Obispo 93401 Occupant 432 Buchon St San Luis Obispo 93401 Occupant 432 Dana St San Luis Obispo 93401 Occupant 434 Dana St San Luis Obispo 93401 Occupant 434 Islay St San Luis Obispo 93401 Occupant 436 Dana St San Luis Obispo 93401 Occupant 436 Pismo St 1/2A San Luis Obispo 93401 Occupant 436 Pismo St 1/2B San Luis Obispo 93401 Occupant 436 Pismo St 1/2C San Luis Obispo 93401 Occupant 436 Pismo St San Luis Obispo 93401 Occupant 437 Pismo St San Luis Obispo 93401 Occupant 438 Dana St San Luis Obispo 93401 Occupant 439 Pismo St San Luis Obispo 93401 Occupant 440 Dana St San Luis Obispo 93401 Occupant 440 Pacific St A San Luis Obispo 93401 Occupant 440 Pacific St B San Luis Obispo 93401 Occupant 440 Pacific St C San Luis Obispo 93401 Occupant 440 Pacific St D San Luis Obispo 93401 Occupant 440 Pacific St San Luis Obispo 93401 Occupant 441 Buchon St San Luis Obispo 93401 Occupant 441 Dana St San Luis Obispo 93401 Occupant 441 Pismo St San Luis Obispo 93401 Occupant 442 Buchon St San Luis Obispo 93401 Occupant 442 Dana St San Luis Obispo 93401 Occupant 443 Buchon St A San Luis Obispo 93401 Occupant 443 Buchon St San Luis Obispo 93401 Occupant 443 Islay St REAR San Luis Obispo 93401 Occupant 443 Islay St San Luis Obispo 93401 Occupant 444 Dana St San Luis Obispo 93401 Occupant 445 Buchon St San Luis Obispo 93401 Occupant 446 Dana St San Luis Obispo 93401 Occupant 446 Islay St A San Luis Obispo 93401 Occupant 446 Islay St San Luis Obispo 93401 Occupant 447 Pismo St San Luis Obispo 93401 Occupant 448 Dana St San Luis Obispo 93401 Occupant 448 Pismo St San Luis Obispo 93401 Occupant 450 Islay St A San Luis Obispo 93401 Occupant 450 Islay St B San Luis Obispo 93401 Occupant 450 Islay St C San Luis Obispo 93401 Occupant 450 Islay St San Luis Obispo 93401 Occupant 451 Dana St San Luis Obispo 93401 Occupant 451 Islay St San Luis Obispo 93401 Occupant 454 Buchon St San Luis Obispo 93401 Occupant 454 Islay St REAR San Luis Obispo 93401 Occupant 454 Islay St San Luis Obispo 93401 Occupant 454 Pismo St San Luis Obispo 93401 Occupant 455 Brizzolara St San Luis Obispo 93401 Occupant 455 Pismo St A San Luis Obispo 93401 Occupant 455 Pismo St B San Luis Obispo 93401 Occupant 455 Pismo St C San Luis Obispo 93401 Occupant 455 Pismo St San Luis Obispo 93401 Occupant 456 Buchon St San Luis Obispo 93401 Occupant 456 Leff St A San Luis Obispo 93401 Occupant 456 Leff St B San Luis Obispo 93401 Occupant 456 Leff St C San Luis Obispo 93401 Occupant 456 Leff St San Luis Obispo 93401 Occupant 456 Pismo St San Luis Obispo 93401 Occupant 457 Buchon St San Luis Obispo 93401 Occupant 457 Islay St A San Luis Obispo 93401 Occupant 457 Islay St B San Luis Obispo 93401 Occupant 457 Islay St San Luis Obispo 93401 Occupant 457 Pismo St San Luis Obispo 93401 Occupant 458 Islay St A San Luis Obispo 93401 Occupant 458 Islay St B San Luis Obispo 93401 Occupant 458 Islay St San Luis Obispo 93401 Occupant 459 Brizzolara St San Luis Obispo 93401 Occupant 459 Buchon St A San Luis Obispo 93401 Occupant 459 Buchon St B San Luis Obispo 93401 Occupant 459 Buchon St San Luis Obispo 93401 Occupant 459 Dana St San Luis Obispo 93401 Occupant 460 Dana St San Luis Obispo 93401 Occupant 460 Pacific St San Luis Obispo 93401 Occupant 461 Brizzolara St San Luis Obispo 93401 Occupant 461 Islay St San Luis Obispo 93401 Occupant 462 Dana St San Luis Obispo 93401 Occupant 462 Islay St San Luis Obispo 93401 Occupant 462 Pismo St A San Luis Obispo 93401 Occupant 462 Pismo St B San Luis Obispo 93401 Occupant 462 Pismo St C San Luis Obispo 93401 Occupant 462 Pismo St San Luis Obispo 93401 Occupant 463 Brizzolara St San Luis Obispo 93401 Occupant 463 Islay St San Luis Obispo 93401 Occupant 463 Pacific St 2-Jan San Luis Obispo 93401 Occupant 463 Pacific St San Luis Obispo 93401 Occupant 464 Buchon St A San Luis Obispo 93401 Occupant 464 Buchon St San Luis Obispo 93401 Occupant 465 Dana St San Luis Obispo 93401 Occupant 465 Islay St San Luis Obispo 93401 Occupant 465 Pacific St A San Luis Obispo 93401 Occupant 465 Pacific St B San Luis Obispo 93401 Occupant 465 Pacific St C San Luis Obispo 93401 Occupant 465 Pacific St San Luis Obispo 93401 Occupant 465 Pismo St A San Luis Obispo 93401 Occupant 465 Pismo St B San Luis Obispo 93401 Occupant 465 Pismo St C San Luis Obispo 93401 Occupant 465 Pismo St D San Luis Obispo 93401 Occupant 465 Pismo St E San Luis Obispo 93401 Occupant 465 Pismo St F San Luis Obispo 93401 Occupant 465 Pismo St G San Luis Obispo 93401 Occupant 465 Pismo St H San Luis Obispo 93401 Occupant 465 Pismo St San Luis Obispo 93401 Occupant 466 Dana St San Luis Obispo 93401 Occupant 466 Pacific St San Luis Obispo 93401 Occupant 467 Brizzolara St San Luis Obispo 93401 Occupant 467 Buchon St A San Luis Obispo 93401 Occupant 467 Buchon St B San Luis Obispo 93401 Occupant 467 Buchon St C San Luis Obispo 93401 Occupant 467 Buchon St San Luis Obispo 93401 Occupant 467 Dana St A San Luis Obispo 93401 Occupant 467 Dana St B San Luis Obispo 93401 Occupant 467 Dana St C San Luis Obispo 93401 Occupant 467 Dana St D San Luis Obispo 93401 Occupant 467 Dana St E San Luis Obispo 93401 Occupant 467 Dana St F San Luis Obispo 93401 Occupant 467 Dana St San Luis Obispo 93401 Occupant 467 Islay St San Luis Obispo 93401 Occupant 468 Islay St San Luis Obispo 93401 Occupant 468 Leff St A San Luis Obispo 93401 Occupant 468 Leff St B San Luis Obispo 93401 Occupant 468 Leff St C San Luis Obispo 93401 Occupant 468 Leff St D San Luis Obispo 93401 Occupant 468 Leff St E San Luis Obispo 93401 Occupant 468 Leff St San Luis Obispo 93401 Occupant 469 Brizzolara St San Luis Obispo 93401 Occupant 469 Buchon St San Luis Obispo 93401 Occupant 469 Dana St San Luis Obispo 93401 Occupant 469 Pacific St San Luis Obispo 93401 Occupant 470 Pismo St 2-Jan San Luis Obispo 93401 Occupant 470 Pismo St San Luis Obispo 93401 Occupant 471 Pacific St San Luis Obispo 93401 Occupant 472 Buchon St 2-Jan San Luis Obispo 93401 Occupant 472 Buchon St San Luis Obispo 93401 Occupant 472 Islay St A San Luis Obispo 93401 Occupant 472 Islay St B San Luis Obispo 93401 Occupant 472 Islay St San Luis Obispo 93401 Occupant 473 Brizzolara St San Luis Obispo 93401 Occupant 473 Pacific St San Luis Obispo 93401 Occupant 474 Pacific St San Luis Obispo 93401 Occupant 475 Brizzolara St San Luis Obispo 93401 Occupant 475 Islay St A San Luis Obispo 93401 Occupant 475 Islay St B San Luis Obispo 93401 Occupant 475 Islay St San Luis Obispo 93401 Occupant 475 Pacific St San Luis Obispo 93401 Occupant 477 Buchon St San Luis Obispo 93401 Occupant 479 Pacific St San Luis Obispo 93401 Occupant 479 Pismo St A San Luis Obispo 93401 Occupant 479 Pismo St B San Luis Obispo 93401 Occupant 479 Pismo St San Luis Obispo 93401 Occupant 480 Buchon St A San Luis Obispo 93401 Occupant 480 Buchon St B San Luis Obispo 93401 Occupant 480 Buchon St San Luis Obispo 93401 Occupant 480 Leff St A San Luis Obispo 93401 Occupant 480 Leff St B San Luis Obispo 93401 Occupant 480 Leff St C San Luis Obispo 93401 Occupant 480 Leff St D San Luis Obispo 93401 Occupant 480 Leff St E San Luis Obispo 93401 Occupant 480 Leff St F San Luis Obispo 93401 Occupant 480 Leff St G1 San Luis Obispo 93401 Occupant 480 Leff St G2 San Luis Obispo 93401 Occupant 480 Leff St San Luis Obispo 93401 Occupant 480 Pacific St San Luis Obispo 93401 Occupant 480 Pismo St 2-Jan San Luis Obispo 93401 Occupant 480 Pismo St San Luis Obispo 93401 Occupant 481 Buchon St San Luis Obispo 93401 Occupant 481 Islay St San Luis Obispo 93401 Occupant 481 Pacific St San Luis Obispo 93401 Occupant 482 Islay St San Luis Obispo 93401 Occupant 483 Pacific St San Luis Obispo 93401 Occupant 484 Pacific St San Luis Obispo 93401 Occupant 485 Pacific St San Luis Obispo 93401 Occupant 485 Pismo St San Luis Obispo 93401 Occupant 486 Buchon St San Luis Obispo 93401 Occupant 492 Leff St A1 San Luis Obispo 93401 Occupant 492 Leff St A2 San Luis Obispo 93401 Occupant 492 Leff St B San Luis Obispo 93401 Occupant 492 Leff St C San Luis Obispo 93401 Occupant 492 Leff St San Luis Obispo 93401 Occupant 493 Islay St San Luis Obispo 93401 Occupant 493 Pismo St San Luis Obispo 93401 Occupant 496 Pismo St San Luis Obispo 93401 Occupant 497 Islay St San Luis Obispo 93401 Occupant 498 Buchon St San Luis Obispo 93401 Occupant 499 Brizzolara St San Luis Obispo 93401 Occupant 499 Pacific St San Luis Obispo 93401 Occupant 505 Brizzolara St 1 San Luis Obispo 93401 Occupant 505 Brizzolara St 2 San Luis Obispo 93401 Occupant 505 Brizzolara St 3 San Luis Obispo 93401 Occupant 505 Brizzolara St 4 San Luis Obispo 93401 Occupant 505 Brizzolara St 5 San Luis Obispo 93401 Occupant 505 Brizzolara St 6 San Luis Obispo 93401 Occupant 505 Brizzolara St 7 San Luis Obispo 93401 Occupant 505 Brizzolara St 8 San Luis Obispo 93401 Occupant 505 Brizzolara St 9 San Luis Obispo 93401 Occupant 505 Brizzolara St 10 San Luis Obispo 93401 Occupant 505 Brizzolara St 11 San Luis Obispo 93401 Occupant 505 Brizzolara St 12 San Luis Obispo 93401 Occupant 505 Brizzolara St San Luis Obispo 93401 Occupant 507 Dana St San Luis Obispo 93401 Occupant 515 Dana St San Luis Obispo 93401 Occupant 519 Brizzolara St A San Luis Obispo 93401 Occupant 519 Brizzolara St B San Luis Obispo 93401 Occupant 519 Brizzolara St C San Luis Obispo 93401 Occupant 519 Brizzolara St D San Luis Obispo 93401 Occupant 519 Brizzolara St E San Luis Obispo 93401 Occupant 519 Brizzolara St F San Luis Obispo 93401 Occupant 519 Brizzolara St San Luis Obispo 93401 Occupant 520 Dana St San Luis Obispo 93401 Occupant 522 Dana St 2-Jan San Luis Obispo 93401 Occupant 522 Dana St San Luis Obispo 93401 Occupant 524 Dana St 1 San Luis Obispo 93401 Occupant 524 Dana St 2 San Luis Obispo 93401 Occupant 524 Dana St 3 San Luis Obispo 93401 Occupant 524 Dana St 4 San Luis Obispo 93401 Occupant 524 Dana St 5 San Luis Obispo 93401 Occupant 524 Dana St 6 San Luis Obispo 93401 Occupant 524 Dana St San Luis Obispo 93401 Occupant 525 Dana St San Luis Obispo 93401 Occupant 526 Dana St 1 San Luis Obispo 93401 Occupant 526 Dana St 2 San Luis Obispo 93401 Occupant 526 Dana St 3 San Luis Obispo 93401 Occupant 526 Dana St 4 San Luis Obispo 93401 Occupant 526 Dana St 5 San Luis Obispo 93401 Occupant 526 Dana St 6 San Luis Obispo 93401 Occupant 526 Dana St 7 San Luis Obispo 93401 Occupant 526 Dana St 8 San Luis Obispo 93401 Occupant 526 Dana St San Luis Obispo 93401 Occupant 530 Buchon St 1 San Luis Obispo 93401 Occupant 530 Buchon St 2 San Luis Obispo 93401 Occupant 530 Buchon St 3 San Luis Obispo 93401 Occupant 530 Buchon St San Luis Obispo 93401 Occupant 530 Islay St San Luis Obispo 93401 Occupant 531 Dana St San Luis Obispo 93401 Occupant 532 Dana St A San Luis Obispo 93401 Occupant 532 Dana St B San Luis Obispo 93401 Occupant 532 Dana St San Luis Obispo 93401 Occupant 532 Leff St 2-Jan San Luis Obispo 93401 Occupant 532 Leff St San Luis Obispo 93401 Occupant 533 Buchon St San Luis Obispo 93401 Occupant 533 Dana St San Luis Obispo 93401 Occupant 533 Pismo St 1 San Luis Obispo 93401 Occupant 533 Pismo St 2 San Luis Obispo 93401 Occupant 533 Pismo St 3 San Luis Obispo 93401 Occupant 533 Pismo St 4 San Luis Obispo 93401 Occupant 533 Pismo St 5 San Luis Obispo 93401 Occupant 533 Pismo St 6 San Luis Obispo 93401 Occupant 533 Pismo St 7 San Luis Obispo 93401 Occupant 533 Pismo St 8 San Luis Obispo 93401 Occupant 533 Pismo St 9 San Luis Obispo 93401 Occupant 533 Pismo St San Luis Obispo 93401 Occupant 535 Islay St San Luis Obispo 93401 Occupant 536 Buchon St San Luis Obispo 93401 Occupant 537 Brizzolara St A San Luis Obispo 93401 Occupant 537 Brizzolara St B San Luis Obispo 93401 Occupant 537 Brizzolara St C San Luis Obispo 93401 Occupant 537 Brizzolara St D San Luis Obispo 93401 Occupant 537 Brizzolara St E San Luis Obispo 93401 Occupant 537 Brizzolara St San Luis Obispo 93401 Occupant 537 Islay St San Luis Obispo 93401 Occupant 538 Buchon St San Luis Obispo 93401 Occupant 539 Islay St San Luis Obispo 93401 Occupant 540 Buchon St San Luis Obispo 93401 Occupant 541 Buchon St San Luis Obispo 93401 Occupant 542 Islay St San Luis Obispo 93401 Occupant 543 Dana St San Luis Obispo 93401 Occupant 544 Pacific St 100 San Luis Obispo 93401 Occupant 544 Pacific St 101 San Luis Obispo 93401 Occupant 544 Pacific St 102 San Luis Obispo 93401 Occupant 544 Pacific St 103 San Luis Obispo 93401 Occupant 544 Pacific St 104 San Luis Obispo 93401 Occupant 544 Pacific St 105 San Luis Obispo 93401 Occupant 544 Pacific St 106 San Luis Obispo 93401 Occupant 544 Pacific St 107 San Luis Obispo 93401 Occupant 544 Pacific St 108 San Luis Obispo 93401 Occupant 544 Pacific St 109 San Luis Obispo 93401 Occupant 544 Pacific St 110 San Luis Obispo 93401 Occupant 544 Pacific St 200 San Luis Obispo 93401 Occupant 544 Pacific St 201 San Luis Obispo 93401 Occupant 544 Pacific St 202 San Luis Obispo 93401 Occupant 544 Pacific St 203 San Luis Obispo 93401 Occupant 544 Pacific St 204 San Luis Obispo 93401 Occupant 544 Pacific St 205 San Luis Obispo 93401 Occupant 544 Pacific St 206 San Luis Obispo 93401 Occupant 544 Pacific St 207 San Luis Obispo 93401 Occupant 544 Pacific St 208 San Luis Obispo 93401 Occupant 544 Pacific St 209 San Luis Obispo 93401 Occupant 544 Pacific St 210 San Luis Obispo 93401 Occupant 544 Pacific St 211 San Luis Obispo 93401 Occupant 544 Pacific St B1 San Luis Obispo 93401 Occupant 544 Pacific St San Luis Obispo 93401 Occupant 545 Brizzolara St A San Luis Obispo 93401 Occupant 545 Brizzolara St B San Luis Obispo 93401 Occupant 545 Brizzolara St C San Luis Obispo 93401 Occupant 545 Brizzolara St D San Luis Obispo 93401 Occupant 545 Brizzolara St E San Luis Obispo 93401 Occupant 545 Brizzolara St F San Luis Obispo 93401 Occupant 545 Brizzolara St G San Luis Obispo 93401 Occupant 545 Brizzolara St H San Luis Obispo 93401 Occupant 545 Brizzolara St San Luis Obispo 93401 Occupant 545 Islay St San Luis Obispo 93401 Occupant 546 Leff St San Luis Obispo 93401 Occupant 547 Buchon St San Luis Obispo 93401 Occupant 547 Dana St San Luis Obispo 93401 Occupant 549 Buchon St San Luis Obispo 93401 Occupant 550 Buchon St San Luis Obispo 93401 Occupant 550 Islay St San Luis Obispo 93401 Occupant 551 Pismo St San Luis Obispo 93401 Occupant 552 Buchon St San Luis Obispo 93401 Occupant 552 Islay St San Luis Obispo 93401 Occupant 552 Leff St San Luis Obispo 93401 Occupant 553 Pismo St San Luis Obispo 93401 Occupant 554 Buchon St San Luis Obispo 93401 Occupant 554 Islay St A San Luis Obispo 93401 Occupant 554 Islay St B San Luis Obispo 93401 Occupant 554 Islay St San Luis Obispo 93401 Occupant 556 Buchon St San Luis Obispo 93401 Occupant 556 Leff St San Luis Obispo 93401 Occupant 557 Brizzolara St San Luis Obispo 93401 Occupant 557 Buchon St San Luis Obispo 93401 Occupant 558 Buchon St San Luis Obispo 93401 Occupant 558 Leff St San Luis Obispo 93401 Occupant 559 Buchon St San Luis Obispo 93401 Occupant 559 Islay St San Luis Obispo 93401 Occupant 559 Pismo St San Luis Obispo 93401 Occupant 560 Buchon St San Luis Obispo 93401 Occupant 560 Leff St San Luis Obispo 93401 Occupant 561 Buchon St A San Luis Obispo 93401 Occupant 561 Buchon St B San Luis Obispo 93401 Occupant 561 Buchon St C San Luis Obispo 93401 Occupant 561 Buchon St San Luis Obispo 93401 Occupant 562 Pacific St A San Luis Obispo 93401 Occupant 562 Pacific St B San Luis Obispo 93401 Occupant 562 Pacific St C San Luis Obispo 93401 Occupant 562 Pacific St D San Luis Obispo 93401 Occupant 562 Pacific St E San Luis Obispo 93401 Occupant 562 Pacific St F San Luis Obispo 93401 Occupant 562 Pacific St San Luis Obispo 93401 Occupant 564 Leff St San Luis Obispo 93401 Occupant 566 Pacific St A San Luis Obispo 93401 Occupant 566 Pacific St San Luis Obispo 93401 Occupant 567 Brizzolara St F San Luis Obispo 93401 Occupant 567 Brizzolara St G San Luis Obispo 93401 Occupant 567 Brizzolara St H San Luis Obispo 93401 Occupant 567 Brizzolara St H San Luis Obispo 93401 Occupant 567 Brizzolara St I San Luis Obispo 93401 Occupant 567 Brizzolara St I San Luis Obispo 93401 Occupant 567 Brizzolara St San Luis Obispo 93401 Occupant 567 Islay St San Luis Obispo 93401 Occupant 570 Pacific St San Luis Obispo 93401 Occupant 571 Buchon St San Luis Obispo 93401 Occupant 571 Pismo St San Luis Obispo 93401 Occupant 572 Islay St San Luis Obispo 93401 Occupant 572 Pacific St San Luis Obispo 93401 Occupant 574 Islay St San Luis Obispo 93401 Occupant 574 Pacific St San Luis Obispo 93401 Occupant 575 Buchon St San Luis Obispo 93401 Occupant 575 Dana St A San Luis Obispo 93401 Occupant 575 Dana St B San Luis Obispo 93401 Occupant 575 Dana St San Luis Obispo 93401 Occupant 575 Islay St San Luis Obispo 93401 Occupant 576 Pacific St San Luis Obispo 93401 Occupant 577 Dana St San Luis Obispo 93401 Occupant 578 Buchon St San Luis Obispo 93401 Occupant 578 Leff St San Luis Obispo 93401 Occupant 578 Pacific St San Luis Obispo 93401 Occupant 579 Buchon St San Luis Obispo 93401 Occupant 579 Dana St San Luis Obispo 93401 Occupant 580 Pacific St San Luis Obispo 93401 Occupant 581 Dana St San Luis Obispo 93401 Occupant 586 Buchon St San Luis Obispo 93401 Occupant 586 Pacific St San Luis Obispo 93401 Occupant 587 Buchon St A San Luis Obispo 93401 Occupant 587 Buchon St B San Luis Obispo 93401 Occupant 587 Buchon St San Luis Obispo 93401 Occupant 588 Buchon St San Luis Obispo 93401 Occupant 589 Brizzolara St A San Luis Obispo 93401 Occupant 589 Brizzolara St A San Luis Obispo 93401 Occupant 589 Brizzolara St B San Luis Obispo 93401 Occupant 589 Brizzolara St B San Luis Obispo 93401 Occupant 589 Brizzolara St C San Luis Obispo 93401 Occupant 589 Brizzolara St D San Luis Obispo 93401 Occupant 589 Brizzolara St E San Luis Obispo 93401 Occupant 589 Brizzolara St San Luis Obispo 93401 Occupant 591 Buchon St A San Luis Obispo 93401 Occupant 591 Buchon St B San Luis Obispo 93401 Occupant 591 Buchon St San Luis Obispo 93401 Occupant 591 Islay St San Luis Obispo 93401 Occupant 594 Buchon St San Luis Obispo 93401 Occupant 638 Leff St San Luis Obispo 93401 Occupant 639 Pismo St San Luis Obispo 93401 Occupant 640 Leff St San Luis Obispo 93401 Occupant 641 Buchon St San Luis Obispo 93401 Occupant 641 Islay St San Luis Obispo 93401 Occupant 641 Pismo St 1 San Luis Obispo 93401 Occupant 641 Pismo St 2 San Luis Obispo 93401 Occupant 641 Pismo St 3 San Luis Obispo 93401 Occupant 641 Pismo St San Luis Obispo 93401 Occupant 644 Islay St San Luis Obispo 93401 Occupant 647 Islay St San Luis Obispo 93401 Occupant 649 Islay St San Luis Obispo 93401 Occupant 649 Pismo St San Luis Obispo 93401 Occupant 650 Pismo St San Luis Obispo 93401 Occupant 651 Buchon St 1 San Luis Obispo 93401 Occupant 651 Buchon St 2 San Luis Obispo 93401 Occupant 651 Buchon St 3 San Luis Obispo 93401 Occupant 651 Buchon St San Luis Obispo 93401 Occupant 652 Buchon St San Luis Obispo 93401 Occupant 654 Buchon St San Luis Obispo 93401 Occupant 654 Islay St REAR San Luis Obispo 93401 Occupant 654 Islay St San Luis Obispo 93401 Occupant 655 Islay St San Luis Obispo 93401 Occupant 656 Islay St San Luis Obispo 93401 Occupant 656 Leff St San Luis Obispo 93401 Occupant 657 Pismo St San Luis Obispo 93401 Occupant 658 Buchon St San Luis Obispo 93401 Occupant 660 Pismo St San Luis Obispo 93401 Occupant 661 Buchon St San Luis Obispo 93401 Occupant 662 Islay St REAR San Luis Obispo 93401 Occupant 662 Islay St San Luis Obispo 93401 Occupant 663 Buchon St San Luis Obispo 93401 Occupant 663 Islay St San Luis Obispo 93401 Occupant 663 Pismo St San Luis Obispo 93401 Occupant 664 Leff St San Luis Obispo 93401 Occupant 665 Buchon St 2-Jan San Luis Obispo 93401 Occupant 665 Buchon St San Luis Obispo 93401 Occupant 665 Islay St San Luis Obispo 93401 Occupant 668 Leff St San Luis Obispo 93401 Occupant 670 Buchon St REAR San Luis Obispo 93401 Occupant 670 Buchon St San Luis Obispo 93401 Occupant 670 Islay St San Luis Obispo 93401 Occupant 671 Islay St San Luis Obispo 93401 Occupant 671 Pismo St A San Luis Obispo 93401 Occupant 671 Pismo St San Luis Obispo 93401 Occupant 672 Islay St San Luis Obispo 93401 Occupant 673 Buchon St San Luis Obispo 93401 Occupant 674 Leff St 2-Jan San Luis Obispo 93401 Occupant 674 Leff St San Luis Obispo 93401 Occupant 675 Islay St San Luis Obispo 93401 Occupant 676 Buchon St San Luis Obispo 93401 Occupant 676 Islay St San Luis Obispo 93401 Occupant 677 Buchon St San Luis Obispo 93401 Occupant 680 Buchon St San Luis Obispo 93401 Occupant 680 Leff St San Luis Obispo 93401 Occupant 683 Pismo St A San Luis Obispo 93401 Occupant 683 Pismo St San Luis Obispo 93401 Occupant 684 Leff St San Luis Obispo 93401 Occupant 685 Buchon St San Luis Obispo 93401 Occupant 687 Islay St 1 San Luis Obispo 93401 Occupant 687 Islay St 2 San Luis Obispo 93401 Occupant 687 Islay St 3 San Luis Obispo 93401 Occupant 687 Islay St 4 San Luis Obispo 93401 Occupant 687 Islay St 5 San Luis Obispo 93401 Occupant 687 Islay St 6 San Luis Obispo 93401 Occupant 687 Islay St 7 San Luis Obispo 93401 Occupant 687 Islay St 8 San Luis Obispo 93401 Occupant 687 Islay St 9 San Luis Obispo 93401 Occupant 687 Islay St 10 San Luis Obispo 93401 Occupant 687 Islay St San Luis Obispo 93401 Occupant 690 Islay St San Luis Obispo 93401 Occupant 695 Pismo St San Luis Obispo 93401 Occupant 795 Nipomo St San Luis Obispo 93401 Occupant 855 Nipomo St A San Luis Obispo 93401 Occupant 855 Nipomo St B San Luis Obispo 93401 Occupant 855 Nipomo St C San Luis Obispo 93401 Occupant 855 Nipomo St C San Luis Obispo 93401 Occupant 855 Nipomo St D San Luis Obispo 93401 Occupant 855 Nipomo St D San Luis Obispo 93401 Occupant 855 Nipomo St San Luis Obispo 93401 Occupant 877 Nipomo St E San Luis Obispo 93401 Occupant 877 Nipomo St F San Luis Obispo 93401 Occupant 877 Nipomo St G San Luis Obispo 93401 Occupant 877 Nipomo St H San Luis Obispo 93401 Occupant 877 Nipomo St H San Luis Obispo 93401 Occupant 877 Nipomo St I San Luis Obispo 93401 Occupant 877 Nipomo St I San Luis Obispo 93401 Occupant 877 Nipomo St San Luis Obispo 93401 Occupant 887 Nipomo St A San Luis Obispo 93401 Occupant 887 Nipomo St B San Luis Obispo 93401 Occupant 887 Nipomo St San Luis Obispo 93401 Occupant 891 Nipomo St San Luis Obispo 93401 Occupant 1224 Carmel St San Luis Obispo 93401 Occupant 1233 Beach St San Luis Obispo 93401 Occupant 1233 Nipomo St San Luis Obispo 93401 Occupant 1235 Nipomo St San Luis Obispo 93401 Occupant 1241 Beach St San Luis Obispo 93401 Occupant 1241 Nipomo St San Luis Obispo 93401 Occupant 1312 Carmel St 101 San Luis Obispo 93401 Occupant 1312 Carmel St 102 San Luis Obispo 93401 Occupant 1312 Carmel St 103 San Luis Obispo 93401 Occupant 1312 Carmel St 104 San Luis Obispo 93401 Occupant 1312 Carmel St 105 San Luis Obispo 93401 Occupant 1312 Carmel St 106 San Luis Obispo 93401 Occupant 1312 Carmel St 107 San Luis Obispo 93401 Occupant 1312 Carmel St 108 San Luis Obispo 93401 Occupant 1312 Carmel St 109 San Luis Obispo 93401 Occupant 1312 Carmel St 110 San Luis Obispo 93401 Occupant 1312 Carmel St 201 San Luis Obispo 93401 Occupant 1312 Carmel St 202 San Luis Obispo 93401 Occupant 1312 Carmel St 203 San Luis Obispo 93401 Occupant 1312 Carmel St 204 San Luis Obispo 93401 Occupant 1312 Carmel St 205 San Luis Obispo 93401 Occupant 1312 Carmel St 206 San Luis Obispo 93401 Occupant 1312 Carmel St 207 San Luis Obispo 93401 Occupant 1312 Carmel St 208 San Luis Obispo 93401 Occupant 1312 Carmel St 209 San Luis Obispo 93401 Occupant 1312 Carmel St 210 San Luis Obispo 93401 Occupant 1312 Carmel St San Luis Obispo 93401 Occupant 1319 Beach St San Luis Obispo 93401 Occupant 1324 Carmel St San Luis Obispo 93401 Occupant 1327 Carmel St San Luis Obispo 93401 Occupant 1328 Archer St A San Luis Obispo 93401 Occupant 1328 Archer St B San Luis Obispo 93401 Occupant 1328 Archer St C San Luis Obispo 93401 Occupant 1328 Archer St San Luis Obispo 93401 Occupant 1329 Beach St San Luis Obispo 93401 Occupant 1331 Carmel St 2-Jan San Luis Obispo 93401 Occupant 1331 Carmel St San Luis Obispo 93401 Occupant 1332 Carmel St San Luis Obispo 93401 Occupant 1333 Carmel St 2-Jan San Luis Obispo 93401 Occupant 1333 Carmel St San Luis Obispo 93401 Occupant 1335 Carmel St San Luis Obispo 93401 Occupant 1336 Carmel St A San Luis Obispo 93401 Occupant 1336 Carmel St B San Luis Obispo 93401 Occupant 1344 Nipomo St San Luis Obispo 93401 Occupant 1405 Beach St San Luis Obispo 93401 Occupant 1405 Broad St San Luis Obispo 93401 Occupant 1407 Beach St San Luis Obispo 93401 Occupant 1407 Nipomo St San Luis Obispo 93401 Occupant 1411 Beach St San Luis Obispo 93401 Occupant 1411 Broad St San Luis Obispo 93401 Occupant 1415 Beach St San Luis Obispo 93401 Occupant 1415 Nipomo St San Luis Obispo 93401 Occupant 1417 Carmel St B San Luis Obispo 93401 Occupant 1417 Carmel St San Luis Obispo 93401 Occupant 1418 Carmel St 1 San Luis Obispo 93401 Occupant 1418 Carmel St 2 San Luis Obispo 93401 Occupant 1418 Carmel St 3 San Luis Obispo 93401 Occupant 1418 Carmel St 4 San Luis Obispo 93401 Occupant 1418 Carmel St San Luis Obispo 93401 Occupant 1419 Beach St San Luis Obispo 93401 Occupant 1420 Archer St San Luis Obispo 93401 Occupant 1420 Carmel St 1 San Luis Obispo 93401 Occupant 1420 Carmel St 2 San Luis Obispo 93401 Occupant 1420 Carmel St 3 San Luis Obispo 93401 Occupant 1420 Carmel St 4 San Luis Obispo 93401 Occupant 1420 Carmel St San Luis Obispo 93401 Occupant 1421 Broad St A San Luis Obispo 93401 Occupant 1421 Broad St B San Luis Obispo 93401 Occupant 1421 Broad St C San Luis Obispo 93401 Occupant 1421 Broad St San Luis Obispo 93401 Occupant 1421 Carmel St San Luis Obispo 93401 Occupant 1423 Carmel St San Luis Obispo 93401 Occupant 1424 Archer St REAR San Luis Obispo 93401 Occupant 1424 Archer St San Luis Obispo 93401 Occupant 1424 Carmel St A San Luis Obispo 93401 Occupant 1424 Carmel St B San Luis Obispo 93401 Occupant 1424 Carmel St San Luis Obispo 93401 Occupant 1427 Beach St San Luis Obispo 93401 Occupant 1427 Broad St San Luis Obispo 93401 Occupant 1428 Beach St San Luis Obispo 93401 Occupant 1428 Nipomo St San Luis Obispo 93401 Occupant 1429 Nipomo St A San Luis Obispo 93401 Occupant 1429 Nipomo St B San Luis Obispo 93401 Occupant 1429 Nipomo St C San Luis Obispo 93401 Occupant 1429 Nipomo St D San Luis Obispo 93401 Occupant 1429 Nipomo St E San Luis Obispo 93401 Occupant 1429 Nipomo St F San Luis Obispo 93401 Occupant 1429 Nipomo St San Luis Obispo 93401 Occupant 1430 Nipomo St San Luis Obispo 93401 Occupant 1435 Broad St San Luis Obispo 93401 Occupant 1437 Beach St San Luis Obispo 93401 Occupant 1437 Nipomo St San Luis Obispo 93401 Occupant 1438 Nipomo St San Luis Obispo 93401 Occupant 1441 Nipomo St San Luis Obispo 93401 Occupant 1445 Broad St San Luis Obispo 93401 Occupant 1446 Nipomo St REAR San Luis Obispo 93401 Occupant 1446 Nipomo St San Luis Obispo 93401 Occupant 1502 Carmel St San Luis Obispo 93401 Occupant 1503 Beach St San Luis Obispo 93401 Occupant 1505 Beach St San Luis Obispo 93401 Occupant 1505 Broad St San Luis Obispo 93401 Occupant 1507 Beach St San Luis Obispo 93401 Occupant 1511 Broad St San Luis Obispo 93401 Occupant 1512 Archer St San Luis Obispo 93401 Occupant 1513 Broad St San Luis Obispo 93401 Occupant 1515 Beach St San Luis Obispo 93401 Occupant 1516 Nipomo St San Luis Obispo 93401 Occupant 1517 Beach St San Luis Obispo 93401 Occupant 1518 Carmel St San Luis Obispo 93401 Occupant 1518 Nipomo St San Luis Obispo 93401 Occupant 1519 Beach St A San Luis Obispo 93401 Occupant 1519 Beach St San Luis Obispo 93401 Occupant 1519 Broad St San Luis Obispo 93401 Occupant 1519 Nipomo St San Luis Obispo 93401 Occupant 1520 Beach St REAR San Luis Obispo 93401 Occupant 1520 Beach St San Luis Obispo 93401 Occupant 1520 Carmel St San Luis Obispo 93401 Occupant 1521 Beach St San Luis Obispo 93401 Occupant 1521 Carmel St San Luis Obispo 93401 Occupant 1525 Beach St A San Luis Obispo 93401 Occupant 1525 Beach St B San Luis Obispo 93401 Occupant 1525 Beach St San Luis Obispo 93401 Occupant 1525 Nipomo St San Luis Obispo 93401 Occupant 1526 Beach St San Luis Obispo 93401 Occupant 1527 Nipomo St San Luis Obispo 93401 Occupant 1528 Nipomo St San Luis Obispo 93401 Occupant 1530 Beach St San Luis Obispo 93401 Occupant 1530 Nipomo St San Luis Obispo 93401 Occupant 1531 Broad St San Luis Obispo 93401 Occupant 1535 Carmel St San Luis Obispo 93401 Occupant 1535 Nipomo St San Luis Obispo 93401 Occupant 1537 Beach St A San Luis Obispo 93401 Occupant 1537 Beach St San Luis Obispo 93401 Occupant 1541 Nipomo St San Luis Obispo 93401 Occupant 1545 Carmel St San Luis Obispo 93401 Occupant 1547 Beach St San Luis Obispo 93401 Occupant 1610 Carmel St San Luis Obispo 93401 Occupant 1618 Carmel St A San Luis Obispo 93401 Occupant 1618 Carmel St B San Luis Obispo 93401 Occupant 1618 Carmel St San Luis Obispo 93401 Occupant 1620 Nipomo St San Luis Obispo 93401 Occupant 1623 Nipomo St San Luis Obispo 93401 Occupant 1625 Nipomo St San Luis Obispo 93401 Occupant 1627 Broad St San Luis Obispo 93401 Occupant 1627 Nipomo St San Luis Obispo 93401 Occupant 1628 Nipomo St San Luis Obispo 93401 Occupant 1637 Broad St San Luis Obispo 93401 Occupant 1639 Nipomo St San Luis Obispo 93401 Occupant 1640 Nipomo St San Luis Obispo 93401 Occupant 1641 Nipomo St San Luis Obispo 93401 Occupant 1645 Nipomo St San Luis Obispo 93401 Postcard Information FRONT: Emerson Park Amenity Upgrades and Beautification Project Join us at the Monday Meet-up Event! June 19th, 2023 from 5:30 p.m. – 7:30 p.m. Emerson Park, 1316 Beach Street, SLO 93401 Enjoy local food trucks, music, and games! Entry is free. BACK: Provide feedback on the park conceptual layouts. Feedback Opportunities The City values the input from our community and have organized opportunities to receive community feedback on the Emerson Park conceptual layouts. Provide your input at the following: 1. Monday Meet-Up: June 19th 5:30pm-7:30pm (Free Entry) Emerson Park, 1316 Beach Street, SLO 93401 2. Parks and Recreation Commission Meeting: August TBA City Hall, 990 Palm St, SLO 93401 Your input is greatly appreciated! Please visit for more information: (use same QR code as the last postcard) https://www.slocity.org/government/department-directory/parks-and-recreation/current-projects Emerson Park Revitalization Public Workshop Purpose: To engage the Emerson Park Community in the potential revitalization of their park. Agenda 2 INTRODUCTION BACKGROUND PUBLIC INPUT ON PARK DESIGN NEXT STEPS CLOSE INTRODUCTION –staff contact info Dave Setterlund Recreation Supervisor – Community Services Phone: 781-7067 Email: dsetterlund@slocity.org Jeff Andrews Administrative Assistant Phone: 781-7018 Email:jandrews@slocity.org CITY WIDE PARK INPUT • 2.3 Regular PRC Meeting • 2.24 Special PRC Meeting February 2021 • 3.3 Regular PRC Meeting • Week of 3.15 Virtual Public Workshop • 3.31 PRC Finalize for City Council March 2021 Upcoming Public Meetings and Workshops BACKGROUND •Revitalization of Emerson Park – City of San Luis Obispo is seeking community input • California's Statewide Park Development and Community Revitalization Program (SPP) - grant program for community parks •Over 7,580 parks have been created or improved with grants administered by the California Department of Parks and Recreation's Office of Grants and Local Services (OGALS) BRIEF HISTORY OF EMERSON PARK 1869 Originally a school site Acquired by City in 1980's 1993 Park and Recreation Department Office 2005 Fitness equipment 2013 Playground update MEETING PROTOCOLS RESPECT • Give others the opportunity to ask questions 2 Ways to Ask Question: • Raise hand to be unmuted • Submit questions in chat Polls and Stamps • Select best options • Stamp placement MEETING OBJECTIVES Park Design Goal 1 • Selection of Recreation Features Park Design Goal 2 • Location of selected Recreation Features. Park Design Goal 3 • Safe public use and Park Beautification Ideas DESIGN CONCEPTS –Feature PLAYGOUND SHADE STRUCTURE BATHROOMS ZEN GARDEN NEW EXERCISE EQUIPMENT BIKE PUMP TRACK ADDITIONAL HYDRATION STATAION UPDATE BASKETBALL COURT GARDEN WALKWAY WALKING PATH PUBLIC ART SAFETY LIGHTING ETC... CAN YOU PICTURE IT?! BIKE PUMP TRACK Playground Shade Structure RESTROOMS EXERCISE EQUIPMENT BASKETBALL COURT – multi use Black Top Resurfacing Gardens and Pathways Lawn Design Lighting Hydration Station Design Features – Discussion and Chat What's Missing? Poll 1:Choose Your Top 5 Design Features LOCATING FEATURES Emerson Park Design – Example Whiteboard -Locate Design Features Zoom: View Options – Annotate – Stamp Safety and Beautification What Can Be Improved? What safety features would you like to see? Lighting Signage Layout Maintenance SAFETY Poll 2: Safety Poll Beautification: Landscape Beautification: Art Poll 3: What Beautification features do you like best? Poll 3 What are we missing? HD2 Slide 32 HD2 May need one more slide prior. You have are, landscape, should have a beauty slide Hyfield, Devin, 1/6/2021 NEXT STEPS & QUESTIONS Grant submission: March 2021 Grant Award Notification: Summer 2021 Design Approval: July 2021 Date of Construction (if approved): Feb 2023 Opening: November 2023 CITY WIDE PARK INPUT • 2.3 Regular PRC Meeting • 2.24 Special PRC Meeting February 2021 • 3.3 Regular PRC Meeting • Week of 3.15 Virtual Public Workshop • 3.31 PRC Finalize for City Council March 2021 Upcoming Public Meetings and Workshops Questions? Dave Setterlund Recreation Supervisor – Community Services Phone: 781-7067 Email: dsetterlund@slocity.org Sarah Billeter Recreation Specialist, Events – Community Services Phone: 783-7877 Email:sbillete@slocity.org Questions, Comments, Concerns Raffle – Gift Certificate Thank you! Emerson Park Amenity Updates and Beautification Project Prop 68 Grant Amenity Requirements Required Project Deliverables: Design of Recreation Features: • Educational garden • Restroom • Lit dog park • Shade structures • Drought resistant/low cost landscaping • Hydration stations (including one for dogs) • Updated perimeter fencing • Expansion/renovation of the playground • Multi-purpose court with lighting Location of Features in the Park: • Restroom location near the playground • The shade structures were chosen to be placed near the dog park, the playground, and exercise equipment. • The dog park was identified to be located on the opposite section of the park from the playground as an additional safety measure. • Bocce courts moved adjacent to the exercise equipment shade structure. Safe Public Use: • Safety path lighting will be installed around the restroom, and along main pathways and lighting will be added to the multi-purpose court and dog park. • The public wanted updated perimeter fencing Park Beautification/Public Art: • Educational garden • Drought tolerant landscaping • Art installation on restroom and black top mural • Neighborhood youth participation in designing art mosaic tiles to incorporate into concrete surfaces and benches • Colorful and artistic shaped shade structures. • Artistic dog park equipment. Employment or volunteer opportunities to be included in the project are: • There will be an opportunity for residents and/or corps members to help with renovating the current landscaping at the park through the planting of drought tolerant plants, and dog park fencing. • Public Art is to be installed at the park (mural on restroom and black top). In addition to community youth work in designing mosaic tiles incorporated in concrete surfaces. Partnerships for the project’s design or construction will include: • San Luis Obispo Botanical Garden - will assist with designing and implementing the new children’s educational gardens and determine the appropriate drought resistant plants to be included. They will help oversee the installation of the garden. All work will be on a volunteer basis. • Arts Council - will coordinate the public art for the park which includes a mural on the restroom and blacktop. All work will be on a volunteer basis. Emerson Park Amenity Updates and Beautification Project Prop 68 Grant Amenity Requirements • County of San Luis Obispo Public Health Department - will help design the renovated fitness equipment area. County is contributing staff hours to the project. • Friends of SLO City Dog Parks - The members of the community organization will assist with building the Dog Park and donating specific features/amenities. The project will include these sustainable techniques: • Bio-Swales/Grading - In constructing the new restrooms, stormwater will be captured for infiltration or irrigation, where applicable, through the use of bio-swales, grading, and rain barrels. Permeable material will be used for children’s garden pathways. The design incorporates rain barrels for stormwater runoff from the restrooms to use in watering landscaping and garden areas. In addition a bio-swale will be built near the dog park to capture storm water. •Water efficient irrigation system - The park already incorporates sustainable landscape and irrigation features (Calsense, flow sensing, ET technology and rain sensors). The revitalization activities will augment current features and update irrigation to switch sprinklers and MP rotator sprinklers to provide more water/energy efficient irrigation. • Recycled Materials - Project will use recycled materials for the ground covering present in the dog park, community and educational gardens. • Use of drought tolerant/climate appropriate non-invasive native turf, shrubs, plants and ground cover - The gardens and general landscaping of the park will include drought tolerant plants. Invasive species will not be used in the park. Fertilizer is only applied for turf renovation, which happens once a year, and the turf area is closed for public use at that time. • Safety Path Solar Lighting - Utilizing solar energy for foot lighting. • Additional hydration station - The project will include a new hydration station adjacent to the new restroom and the existing water fountain at the park will be updated to a hydration station. These hydration stations will provide safe reliable drinking water to visitors and allow them to fill their own bottle, so they can stay hydrated throughout the park. • Additional compost bin in Educational Children’s Garden - Establish an additional bin in the educational children’s garden. • Solar Panel Installation - Solar panels will be installed on top of the restrooms. • Water Runoff Collection - Water barrel near restrooms to collect rain water runoff. • Reduced natural Turf - Reduced fertilizer and irrigation needs • Additional Buffer/Landscape Strip - Bio swale creation through additional buffer/landscape strip. O/H)E(O/H)E(O/H)E(O/H)E(O/H)GGGGGGGGGGGGGGGGGGGGGGWWPISMO STREETPACIFIC STREETBEACH STREET XXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXX XXXXXXXXXXXXX EMERSON PARK AMENITY UPGRADES & BEAUTIFICATION PROJECT SPECIFICATION#: 2000514 CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO. DATE PURPOSEDRAWN BYCHECKEDSCALEDATEJOB03-18-2025230001.00303 potrero street, suite 40-csanta cruz, ca 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCHSITE PLAN 1" = 20'-0"CHJBSITE PLANL-2.01. PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES, ALL TREE PROTECTION MEASURES SHALL BE IN PLACE.2. ANY AREAS DESIGNATED TO REMAIN SHALL BE PROTECTED IN PLACE. IF DAMAGE OCCURS, CONTRACTOR IS RESPONSIBLE FORREPAIR AND REPLACEMENT IN KIND.3. THE CONTRACTOR SHALL CONTINUALLY REFER TO ALL DRAWINGS, ADDENDA, REPORTS AND SPECIFICATIONS DURING THE LIFEOF THE PROJECT FOR CONSTRUCTION INFORMATION.4. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO THE EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM.5. CONTRACTOR IS SOLELY RESPONSIBLE TO ARRANGE FOR ALL SITE INSPECTIONS AND OBSERVATIONS DESCRIBED IN THECONTRACT DOCUMENTS. MINIMUM LEAD TIME FOR INSPECTION/OBSERVATION REQUESTS IS 48 HOURS.6. REFER TO GEOTECHNICAL INVESTIGATION REPORT FOR SUB-BASE AND COMPACTION REQUIREMENTS.7. THE ACCESSIBLE PATH OF TRAVEL SHOWN IS CONTINUOUSLY ACCESSIBLE; CHANGES IN ELEVATION DO NOT EXCEED 1/2" ANDWIDTH IS NOT LESS THAN 48". CROSS-SLOPES DO NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5%.SITE PLAN NOTES1. CONCRETE FINISHES AT THE GROUND PLANE SHALL BE FINISHED PERPENDICULAR TO THEPRIMARY PATH OF TRAVEL.2. SITE FURNISHINGS AND PLAY EQUIPMENT SHALL BE INSTALLED IN STRICT ADHERENCE TOMANUFACTURER'S RECOMMENDATIONS.3. CONCRETE FINISHES SHALL BE PER SPECIFICATIONS UNLESS OTHERWISE NOTED ON THEPLANS. CONTRACTOR SHALL PROVIDE 2 FT x 2 FT MOCK-UPS, UNLESS OTHERWISE NOTED, FORALL SPECIFIED CONCRETE FINISHES USING THE SAME MATERIALS THAT WILL BE USED IN THEACTUAL CONSTRUCTION FOR EACH TYPE SPECIFIED. SAMPLES SHALL BE PREPARED WELLENOUGH IN ADVANCE OF SCHEDULED CONCRETE POUR TO ALLOW FOR REVIEW AND POSSIBLERE-POURING OF UNACCEPTABLE SAMPLES. UNACCEPTABLE SAMPLES SHALL BE RE-PREPAREDUNTIL ACCEPTED BY THE CITY ENGINEER. ACCEPTED SAMPLES SHALL BE RETAINED ON SITEFOR MEANS OF COMPARISON TO ACTUAL POUR.MATERIALS AND FINISHES NOTESSYMBOLITEMDETAILMATERIALS & FINISH1.0HARDSCAPECONSTRUCT CONCRETE PAVINGINTEGRAL COLOR: SAN DIEGO BUFF,SANDBLAST FINISHCONCRETE JOINTINGTBDCONSTRUCT ASPHALTTBDCONSTRUCT 8" CONCRETE MOWBANDNO COLOR, BROOM FINISHCONSTRUCT LOOSE FILLED SAFETYSURFACE12" FIBAR SYSTEM 300 ENGINEERED WOODFIBERCONSTRUCT PATHWAY BARK ATDOG PARK4" THICK FIBAR ENGINEERED WOOD FIBER2.0STRUCTURESCONSTRUCT LEARNING GARDENTBD8'X24' SHADE STRUCTURE W/GUTTERPOLIGON REK-8X24-48999, COLOR TBD20'X36' CANTILEVER SHADESTRUCTURELANDSCAPE STRUCTURES SKYWAYSCANTILEVER 20X36, COLOR TBD1.11.21.31.41.51.62.12.22.3SITE SCHEDULE4.0SITE FURNISHINGSPROVIDE & INSTALL PICNIC TABLE X/L-X.XDUMOR 475-60TMR, 6' STEEL PICNIC TABLE,THERMALLY MODIFIED RED OAK, MOUNTINGSTYLE: SURFACEPROVIDE & INSTALL ADA PICNICTABLEX/L-X.XDUMOR 475-60-1TMR, 6' STEEL ADA PICNICTABLE, THERMALLY MODIFIED RED OAK,MOUNTING STYLE: SURFACEPROVIDE & INSTALL BENCH X/L-X.XDUMOR 472-60TMR-2AR 6' STEEL BENCH,THERMALLY MODIFIED RED OAK SEAT, COLOR:BRONZE, + CENTER ARMREST, MOUNTINGSTYLE: SURFACEPROVIDE & INSTALL BACKLESSBENCHX/L-X.XDUMOR 473-60TMR-2AR 6' STEEL BACKLESSBENCH, THERMALLY MODIFIED RED OAK SEAT,COLOR: BRONZE, + CENTER ARMREST,MOUNTING STYLE: SURFACEPROVIDE & INSTALL BIKE RACKDUMOR 292-00/S-1 COLOR: BLACK OR BRONZE,MOUNTING STYLE: IMBEDPROVIDE & INSTALL DRINKINGFOUNTAINX/L-X.XMOST DEPENDABLE FOUNTAINS. MODEL10145SM WITH PET FOUNTAIN, COLOR: GREEN,MOUNTING STYLE: SURFACEPROVIDE & INSTALL TRASH/RECYCLING RECEPTACLESX/L-X.XFORMS & SURFACES - SPLIT TWO 30 GALLONTONYO LITTER & RECYCLING RECEPTACLE -SLTNO-230S. POWDERCOAT, SLATE TEXTURE.PATTERN: WARP.PROVIDE AND INSTALL STANDARDBASKETBALL POST/ NET/BACKBOARDPOST TO BE SINGLE CURVED STEEL PIPE,MODEL #12C66PC, 6-5/8" O.D. POWDERCOATED BLACK, WITH HEAVY DUTYFIBERGLASS RECTANGLE BACKBOARD, MODELLA-20 AND GOAL RING MODEL TITAN 775 W/NYLON NET BY L.A. STEELCRAFT ORAPPROVED EQUAL, MOUNTING STYLE: IMBEDPROVIDE AND INSTALLBACK-TO-BACK BASKETBALLPOST/ NET/ BACKBOARDPOST TO BE BACK-TO-BACK CURVED STEELPIPE, MODEL #12C066PC, 6-5/8" O.D. POWDERCOATED BLACK, WITH HEAVY DUTYFIBERGLASS RECTANGLE BACKBOARD, MODELLA-20 AND GOAL RING MODEL TITAN 775 W/NYLON NET BY L.A. STEELCRAFT ORAPPROVED EQUAL, MOUNTING STYLE: IMBEDTRASH AND POOP BAG POST XXX TBDPROVIDE AND INSTALLCOMPOSITE BINXXX TBD6.0MISCELLANEOUSROOT BARRIERGRAPHIC IS DIAGRAMATIC, REFER TO DETAILFOR INSTALLATIONCOURT STRIPINGRAINWATER SPIGOTRAIN WATER RANKBUSHMAN 200 GALLON - 36" D X 56" H, COLOR:DARK GREENRECYCLED WATER SIGN "DO NOTDRINK"BOLLARDTBD4.14.24.34.44.54.64.74.84.94.104.116.16.26.36.46.56.6LIMIT OF WORKSITE REFERENCE0.0DETAIL REFERENCESHEET REFERENCEX/L-0.0BEGINNING OR END OF SITE ELEMENT3.0FENCINGCONSTRUCT PERIMETER FENCEAND GATESIDEAL FENCE, 'CAROLINA', 5' HT. COLOR: TBDCONSTRUCT DOG PARK FENCE ANDGATES4' HIGH BLACK CHAIN LINK FENCE3.13.2XXA/L-8.0B/L-8.0C/L-8.0F/L-8.0G/L-8.0D/L-8.1I/L-9.1N o r t h0402010H/L-8.0A,C,D/L-8.5B,E,F/L-8.5B/L-8.2G/L-8.5G/L-8.5H/L-8.5E/L-8.1H/L-8.5EXISTING TURF3.2BEGIN3.2END3.2BEGIN3.24.5TYP. OF 64.5TYP. OF 21.1TYP.1.2TYP.3.1BEGIN3.1END3.1BEGIN3.1END3.1BEGIN3.1END1.3TYP.1.51.41.62.24.4CONCRETE AREA FOR FUTURE BENCHES/TABLESTYP. OF 32.34.3TYP. OF 24.1TYP. OF 44.24.3RELOCATED(E) BENCH(E) BENCH4.74.74.74.104.84.96.2(E) FITNESS AREA(E) BOCCE COURT (E) DECOMPOSED GRANITETYP.BIOSWALE6.66.46.56.3SINGLE STALL BATHROOM, TBD4.112.1(E) CONCRETE WALKWAY(E) CONCRETE ADA RAMP(E) BOCCE COURT (E) COMMUNITY GARDENSPAPAPA3.1END3.1BEGIN3.1END3.1BEGINDOUBLE GATE FOR MAINTENANCE ACCESS, TYP. OF 2.SAWCUT(E) WALKWAY(E) CONCRETE PAD TO REMAIN4.74.63.2SINGLE GATE FOR PEDESTRIAN, TYP. OF 4 O/H)E(O/H)E(O/H)E(O/H)E(O/H)GGGGGGGGGGGGGGGGGGGGGGWWPISMO STREETPACIFIC STREETBEACH STREET XXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXX XXXXXXXXXXXXX EMERSON PARK AMENITY UPGRADES & BEAUTIFICATION PROJECT SPECIFICATION#: 2000514 CITY OF SAN LUIS OBISPO 1341 NIPOMO STREET SAN LUIS OBISPO, CA 93401SHEETAGENCY APPROVALREVISIONSNO. DATE PURPOSEDRAWN BYCHECKEDSCALEDATEJOB03-18-2025230001.00303 potrero street, suite 40-csanta cruz, ca 95060p: 831.459.0455f: 831-459-0484www.ssala.comcrla no. 2805LANDSCAPE ARCHITECTSExp. 1-31-26EEVTS TESTACLI D ENSE R N I A I FOOFCAL ALRANo. 2805ERON R BNAL DSTUSHETPACEEDNTCRITCHSITE PLAN 1" = 20'-0"CHJBSITE PLANL-2.01. PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES, ALL TREE PROTECTION MEASURES SHALL BE IN PLACE.2. ANY AREAS DESIGNATED TO REMAIN SHALL BE PROTECTED IN PLACE. IF DAMAGE OCCURS, CONTRACTOR IS RESPONSIBLE FORREPAIR AND REPLACEMENT IN KIND.3. THE CONTRACTOR SHALL CONTINUALLY REFER TO ALL DRAWINGS, ADDENDA, REPORTS AND SPECIFICATIONS DURING THE LIFEOF THE PROJECT FOR CONSTRUCTION INFORMATION.4. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO THE EXISTING SITE SHALL CONFORM AND BE SMOOTH AND UNIFORM.5. CONTRACTOR IS SOLELY RESPONSIBLE TO ARRANGE FOR ALL SITE INSPECTIONS AND OBSERVATIONS DESCRIBED IN THECONTRACT DOCUMENTS. MINIMUM LEAD TIME FOR INSPECTION/OBSERVATION REQUESTS IS 48 HOURS.6. REFER TO GEOTECHNICAL INVESTIGATION REPORT FOR SUB-BASE AND COMPACTION REQUIREMENTS.7. THE ACCESSIBLE PATH OF TRAVEL SHOWN IS CONTINUOUSLY ACCESSIBLE; CHANGES IN ELEVATION DO NOT EXCEED 1/2" ANDWIDTH IS NOT LESS THAN 48". CROSS-SLOPES DO NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5%.SITE PLAN NOTES1. CONCRETE FINISHES AT THE GROUND PLANE SHALL BE FINISHED PERPENDICULAR TO THEPRIMARY PATH OF TRAVEL.2. SITE FURNISHINGS AND PLAY EQUIPMENT SHALL BE INSTALLED IN STRICT ADHERENCE TOMANUFACTURER'S RECOMMENDATIONS.3. CONCRETE FINISHES SHALL BE PER SPECIFICATIONS UNLESS OTHERWISE NOTED ON THEPLANS. CONTRACTOR SHALL PROVIDE 2 FT x 2 FT MOCK-UPS, UNLESS OTHERWISE NOTED, FORALL SPECIFIED CONCRETE FINISHES USING THE SAME MATERIALS THAT WILL BE USED IN THEACTUAL CONSTRUCTION FOR EACH TYPE SPECIFIED. SAMPLES SHALL BE PREPARED WELLENOUGH IN ADVANCE OF SCHEDULED CONCRETE POUR TO ALLOW FOR REVIEW AND POSSIBLERE-POURING OF UNACCEPTABLE SAMPLES. UNACCEPTABLE SAMPLES SHALL BE RE-PREPAREDUNTIL ACCEPTED BY THE CITY ENGINEER. ACCEPTED SAMPLES SHALL BE RETAINED ON SITEFOR MEANS OF COMPARISON TO ACTUAL POUR.MATERIALS AND FINISHES NOTESSYMBOLITEMDETAILMATERIALS & FINISH1.0HARDSCAPECONSTRUCT CONCRETE PAVINGINTEGRAL COLOR: SAN DIEGO BUFF,SANDBLAST FINISHCONCRETE JOINTINGTBDCONSTRUCT ASPHALTTBDCONSTRUCT 8" CONCRETE MOWBANDNO COLOR, BROOM FINISHCONSTRUCT LOOSE FILLED SAFETYSURFACE12" FIBAR SYSTEM 300 ENGINEERED WOODFIBERCONSTRUCT PATHWAY BARK ATDOG PARK4" THICK FIBAR ENGINEERED WOOD FIBER2.0STRUCTURESCONSTRUCT LEARNING GARDENTBD8'X24' SHADE STRUCTURE W/GUTTERPOLIGON REK-8X24-48999, COLOR TBD20'X36' CANTILEVER SHADESTRUCTURELANDSCAPE STRUCTURES SKYWAYSCANTILEVER 20X36, COLOR TBD1.11.21.31.41.51.62.12.22.3SITE SCHEDULE4.0SITE FURNISHINGSPROVIDE & INSTALL PICNIC TABLE X/L-X.XDUMOR 475-60TMR, 6' STEEL PICNIC TABLE,THERMALLY MODIFIED RED OAK, MOUNTINGSTYLE: SURFACEPROVIDE & INSTALL ADA PICNICTABLEX/L-X.XDUMOR 475-60-1TMR, 6' STEEL ADA PICNICTABLE, THERMALLY MODIFIED RED OAK,MOUNTING STYLE: SURFACEPROVIDE & INSTALL BENCH X/L-X.XDUMOR 472-60TMR-2AR 6' STEEL BENCH,THERMALLY MODIFIED RED OAK SEAT, COLOR:BRONZE, + CENTER ARMREST, MOUNTINGSTYLE: SURFACEPROVIDE & INSTALL BACKLESSBENCHX/L-X.XDUMOR 473-60TMR-2AR 6' STEEL BACKLESSBENCH, THERMALLY MODIFIED RED OAK SEAT,COLOR: BRONZE, + CENTER ARMREST,MOUNTING STYLE: SURFACEPROVIDE & INSTALL BIKE RACKDUMOR 292-00/S-1 COLOR: BLACK OR BRONZE,MOUNTING STYLE: IMBEDPROVIDE & INSTALL DRINKINGFOUNTAINX/L-X.XMOST DEPENDABLE FOUNTAINS. MODEL10145SM WITH PET FOUNTAIN, COLOR: GREEN,MOUNTING STYLE: SURFACEPROVIDE & INSTALL TRASH/RECYCLING RECEPTACLESX/L-X.XFORMS & SURFACES - SPLIT TWO 30 GALLONTONYO LITTER & RECYCLING RECEPTACLE -SLTNO-230S. POWDERCOAT, SLATE TEXTURE.PATTERN: WARP.PROVIDE AND INSTALL STANDARDBASKETBALL POST/ NET/BACKBOARDPOST TO BE SINGLE CURVED STEEL PIPE,MODEL #12C66PC, 6-5/8" O.D. POWDERCOATED BLACK, WITH HEAVY DUTYFIBERGLASS RECTANGLE BACKBOARD, MODELLA-20 AND GOAL RING MODEL TITAN 775 W/NYLON NET BY L.A. STEELCRAFT ORAPPROVED EQUAL, MOUNTING STYLE: IMBEDPROVIDE AND INSTALLBACK-TO-BACK BASKETBALLPOST/ NET/ BACKBOARDPOST TO BE BACK-TO-BACK CURVED STEELPIPE, MODEL #12C066PC, 6-5/8" O.D. POWDERCOATED BLACK, WITH HEAVY DUTYFIBERGLASS RECTANGLE BACKBOARD, MODELLA-20 AND GOAL RING MODEL TITAN 775 W/NYLON NET BY L.A. STEELCRAFT ORAPPROVED EQUAL, MOUNTING STYLE: IMBEDTRASH AND POOP BAG POST XXX TBDPROVIDE AND INSTALLCOMPOSITE BINXXX TBD6.0MISCELLANEOUSROOT BARRIERGRAPHIC IS DIAGRAMATIC, REFER TO DETAILFOR INSTALLATIONCOURT STRIPINGRAINWATER SPIGOTRAIN WATER RANKBUSHMAN 200 GALLON - 36" D X 56" H, COLOR:DARK GREENRECYCLED WATER SIGN "DO NOTDRINK"BOLLARDTBD4.14.24.34.44.54.64.74.84.94.104.116.16.26.36.46.56.6LIMIT OF WORKSITE REFERENCE0.0DETAIL REFERENCESHEET REFERENCEX/L-0.0BEGINNING OR END OF SITE ELEMENT3.0FENCINGCONSTRUCT PERIMETER FENCEAND GATESIDEAL FENCE, 'CAROLINA', 5' HT. COLOR: TBDCONSTRUCT DOG PARK FENCE ANDGATES4' HIGH BLACK CHAIN LINK FENCE3.13.2XXA/L-8.0B/L-8.0C/L-8.0F/L-8.0G/L-8.0D/L-8.1I/L-9.1N o r t h0402010H/L-8.0A,C,D/L-8.5B,E,F/L-8.5B/L-8.2G/L-8.5G/L-8.5H/L-8.5E/L-8.1H/L-8.5EXISTING TURF3.2BEGIN3.2END3.2BEGIN3.24.5TYP. OF 64.5TYP. OF 21.1TYP.1.2TYP.3.1BEGIN3.1END3.1BEGIN3.1END3.1BEGIN3.1END1.3TYP.1.51.41.62.24.4CONCRETE AREA FOR FUTURE BENCHES/TABLESTYP. OF 32.34.3TYP. OF 24.1TYP. OF 44.24.3RELOCATED(E) BENCH(E) BENCH4.74.74.74.104.84.96.2(E) FITNESS AREA(E) BOCCE COURT (E) DECOMPOSED GRANITETYP.BIOSWALE6.66.46.56.3SINGLE STALL BATHROOM, TBD4.112.1(E) CONCRETE WALKWAY(E) CONCRETE ADA RAMP(E) BOCCE COURT (E) COMMUNITY GARDENSPAPAPA3.1END3.1BEGIN3.1END3.1BEGINDOUBLE GATE FOR MAINTENANCE ACCESS, TYP. OF 2.SAWCUT(E) WALKWAY(E) CONCRETE PAD TO REMAIN4.74.63.2SINGLE GATE FOR PEDESTRIAN, TYP. OF 4 SPP Emerson Park Revitalization Hawthorne Contact Josie Grady <jgrady@slcusd.org> 5 meetings needed GOAL: Design Emerson Park with community input via 5 interactive meetings. January Meetings: 2 staff minimum 1. Saturday, January 9th 2021 10-12  Staff Attending: Dave, Sarah, Lindsey, Aleah , Greg 2. Wednesday, January 13th 12-2  Staff Attending: Dave, Sarah, Greg, Lindsey 3. Wednesday, January 20th 9-11  Staff Attending: Dave, Sarah, Aleah 4. Thursday, January 21st 12-2  Staff Attending: Dave, Sarah, Lindsey, Greg 5. Tuesday, January 26, 6-8PM  Staff Attending: Dave, Lindsey, Greg NEW Outreach Flyer Needed o List all meeting dates o Direct them to meeting website or to P&R website? QR code? o English & Spanish o Survey linked to website o Businesses to reach out to  Housing Authority  Door to Door  Avila Senior Living  Hawthorne & School District  Pass out flyers to park goers at different times of the day  Stake flyers around at park  High Street  Libertine  Email – mail chimp  Press Release  Social media Needed from Attendees o Select and design recreation features o Locate the selected recreating feature within the park o Identify safe public use and park beautification ideas Create kit to bring to each meeting (in person) o Table o Table cloth o Pop up o Weights o Sandwich board – public meeting sign o Hand sanitizer o Paper weights o Large posterboard with blank footprint of Emerson Park o Supplies needed for attendees to vote  3 easels  Large notepad  Pens – clean/dirty o Clipboard for raffle Webinar o GoToMeeting: webinar platform we’ve been using through city – ask Jeff for info o Staff Roles: presenter/facilitator, one staff to monitor questions, support staff for technical issues o Provide visual aide (Maps of Park), create PowerPoint o Use survey/poll as interactive tool to use to ask participants what they want to add o Add printable handout to website for participants to print, fill out, and email in...option to fill out via google drawings o Incentive: raffle P&R Coupon Technology in Webinar  Poll  Survey  Interactive sticker  Break out room for participants to discuss ideas together? Survey : https://www.surveymonkey.com/r/KP6JBRM http://reports.parksforcalifornia.org/designingparks/#Conduct5Meetings Send survey to Hawthorne via parent square Possible Features:  Playground shade structure  Bathrooms  Zen Garden  New Exercise Equipment  Horseshoe Pit  Bike Pump Rack  Additional Hydration Station  Update Basketball Court  Garden Walkway  Educational Garden  Walking Path  Amphitheater/performing arts dance, music, and theater stage.  Athletic fields (soccer regulation size or "futbol-rapido," baseball/softball, football).  Athletic courts (basketball, "futsal," tennis, pickleball).  Community gardens, botanical orchards demonstration gardens and orchards.  Community/Recreation center.  Dog park.  Running track/walking loop, par course.  Non-motorized trail, pedestrian/bicycle bridge, greenbelt/linear.  Outdoor gym exercise equipment.  Open space and natural area for recreation.  Picnic/Bar-B-Que areas.  Playground and tot lot.  Plaza, Zocalo, Gazebo.  Public art (mosaic tiles, sculptures, murals).  Skate park, skating rink, and BMX or pump track (non-motorized bike tracks).  Swimming pool, splash pad, aquatic center, fishing pier or paddling launch site.  Lighting to allow for extended nighttime use of a recreation feature.  Shade structure/covered park areas over a recreation feature to allow for extended day time use. Possible Questions: explanation of survey 1. Collect email: 2. What is your age?: (bubble age ranges)  18-24, 25-39, 40-60, 61 plus 3. What is your proximity to the park?  (bubble: 0 –1/4mile away, ¼-1/2mile away, ½-1 mile away, etc) 4. If any what are the ages of the children in your household? (bubble age ranges)  0-5, 6-10, 11-13, 14-18 Potential design features: 5. Rank below design features you would most like to see at Emerson Park: List of features - pictures if possible If we can ‘t rank features in survey we could ask - 6. What below design features would you prioritize for Emmerson Park? (select all that apply) Please fill in any design features you would like to see that was not mentioned. 7. Of your previous selected priorities , which are your top three Priorities? (select three) not really sure how many feature we want to incorporate if we’re doing quadrants we might want four? Locate the selected recreating feature within the park 8. Feedback on already created design layout? Show map, show quadrants , show map of potential design idea 9. What prioritized feature should go in which quadrant Safety and Beautification Do you feel safe in the park? Bubbles always, often, sometimes, never Would lighting increase your sense of safety? If they select yes, where would lighting best be used to increase sense of safety? Entrances, perimeter, Is there anything else you would like us to know? Provide options that they can select.  Dog park (highest)? Devin says not great location, doesn’t seem big enough to accommodate everything unless it is just a dog park (Greg Qs) o Replace bike pump track with dog park?  Not everyone on board with bike pump track –  Walking path around park/or bike pump within that (youth oriented) 57 participants On survey bike pump track 41% of responses 18/130 – 14% Restr ooms Exercise Multi- Purpose Court (additional half court) Dog Park (fenced woo d chip) Safety Lighting Safety Lighting Safety Lighting Safety Lighting Safety Lighting Shade StruStructure Poll only 11 people wanted that one Changes:  NFC fitness court (52% of survey wanted it)  Restrooms by playground/office  Update  Removed bike pump track?  See what Greg thinks about dog park?  Shade structure within NFC court?  Lighting on the multi-purpose courts? 36% wanted it from the survey  Community participation – mosaic tiles randomly within blacktop  Educational garden (drought tolerant xeriscape garden) stepping stones tiles/in the retaining wall – mosaic tiles  Safety enhanced landscaping  Number 1 choice drought tolerant landscaping  Remove drought landscaping around perimeter  Improve turf  Park Mural on restroom (NFC?)  Tiles/mosaics on bocce court edges Updated with Greg edits: Shade Dog Park Exercise Equipment Bocce Shade Structure Edu Garden Bocce Court Shade Structure Shade Fitness Court: 40 x 40 ft (remove fencing) Rec Amenities: Updated/relocate Bocce Court Multi-purpose court Dog Park (include fencing) 2 Shade Structures Dog Park Expand Playground (2 Divided Playgrounds) Restr ooms Exercise Equipment Shade Shade Multi - Purpose Court (1.5 courts) H S h a d Permeable/E co surface (buffer/lands cape strip, slope = bio- swale) Restroom (2 stalls) – Same size as Islay restrooms (Ada access to side street) – ask building ****, code requirement for nearest access point from parking or from street Compost bin 2 Hydration Stations Educational Garden Beautification/Safety: Program Program lighting (dog park and multi-purpose court) - Similar to Meadow Park lighting – overhead over Multi-Purpose Pathway/Safety lighting (solar lighting); identify exactly what lighting up, light parking lots and restrooms, Updated perimeter fencing Public Art tiles in benches Artwork archway Environmental Components A. How will the PROJECT include the following sustainable techniques? For the APPLICATION to be eligible, the PROJECT must include, at a minimum, A(1): 1. Stormwater: Incorporate pervious surfaces or other technique(s) such as bioswales or grading to capture storm water for infiltration or irrigation, or cleanse storm water before release. – natural low spots, add features to help clean storm water (capture run off restrooms), not adding new hard surfaces **Planter strip, landscape area to capture run off from hardscape, capture storm water from restroom 2. 2. Water Efficiency: Use of water efficient irrigation system that includes a rain sensor, evapotranspiration (ET) controllers, flow sensors, or on-site water recycling that reduces potable water consumption, or the PROJECT will not require additional use of water. 3. Recycled Materials: At least 10% of the materials for PROJECT construction will consist of recycled materials, or construction waste will be minimized by the separation and recycling of recoverable materials generated during construction. (cal-green code for construction, building code) 4. Landscaping: Landscaping that excludes the use of invasive plants and instead features drought tolerant or climate appropriate non-invasive native turf, trees, shrubs, plants, and ground cover. Also discuss how the landscaping minimizes the use of toxic pesticides and inorganic fertilizers. (Adam minimizing pesticides) B. How will the PROJECT include the following additional techniques that are not listed in question (A) above? 1. Carbon sequestration tree planting (identify approximately how many trees will be planted). See Greenhouse Gas Emissions Reduction and Carbon Sequestration technical assistance on page 65. If the PROJECT will not include tree planting, include one other energy, water, and natural resource conservation technique. (more trees, compost bin) 2. Facilitation of safe and reliable drinking water to park visitors if not yet available. If safe and reliable drinking water is already available for park visitors, include one other energy, water, and natural resource conservation technique. 3. One other energy, water, and/or natural resource conservation technique. **Chris Reed (solar panels on restrooms), solar on shade structures? Ask Adam – solar lighting in other areas? Maintenance issue? Luke Schwartz. Support Staff Role & Tips Text me for questions: TOP 5 FEATURES: 1. 2. 3. 4. 5. NOTES: **If “Greg” shows do not admit to meeting and message: “Thank you for joining the Emerson Park Community Forum. If you have already attended a previous workshop, there is no need to attend an additional one. This forum is for new community members to provide input and participate in the workshop. Thank you for your previous participation.” ** Put in Chat Spanish resources available If you need help in Spanish, please let us know. Si necesitan ayuda en español, háganoslo saber. 1. Double check polls are available and enabled. 2. Make sure no one else is logged in as “SLO City Parks and Rec” or polls won’t work 3. Start meeting 15 minutes early 4. Make all staff co-hosts 5. Security a. Enable Waiting Room b. Allow participants to: i. Chat ii. Start Video c. Don’t allow participants to: i. Share screen. ii. Unmute themselves. iii. Rename themselves. 6. Don’t admit people til staff are in and it is time...you can message “waiting room only” to inform we will begin soon a. The meeting will begin soon, thank you for your patience. If you need help in Spanish, please let us know using the chat option in the meeting. Si necesitan ayuda en español, háganoslo saber. 7. Record meeting 8. Chat after a few minutes in: Staff will monitor the chat feature throughout the workshop, so please feel free to ask questions along the way. 9. Admit attendees throughout. 10. Keep eye on chat & hand raises. 11. All participants will be muted and cannot unmute themselves. You must unmute to allow a participant to speak, then mute again after. 12. Take photo of 1st poll. a. Use top rated features for whiteboard interaction. 13. Save screenshots of whiteboard as PDF. 14. Save Chat Support Staff Role & Tips 15. Randomly choose 2 winners. Write winners name down, send to Sarah. 16. Add email to chat for winners (sbillete@slocity.org) 17. Thank people for attending. 18. Video will start converting when you leave meeting. Feel free to do this later when back in office. Or let it convert and it will automatically save to computer. 19. Move whiteboard screenshots, chat, audio only and video to SharePoint. a. https://slocitycloud.sharepoint.com/:f:/s/SLOHub/Parks/EpZriOjDqFJMkcFIZ0OxWNoBK 6YOkCrNACjuqubZSdmHTQ?e=OKMuea Contact Dave Setterlund to share your thoughts: Can't make it? dsetterl@slocity.org (805) 781-7067 HELP SHAPE THE FUTURE OF EMERSON PARK! Please join Parks & Recreation for a virtual meeting to share your thoughts and ideas on the future park design: sloparksandrec.org | @sloparksandrec | @cityofslo Participants will be entered into a gift card raffle that includes both local businesses and SLO Parks & Rec programming. Win a prize! Wednesday, January 20 from 9 am - 11am Thursday, January 21 from 12 pm - 2pm Tuesday, January 26 from 6 pm - 8 pm Virtual Meeting Links:Survey: - Spanish resources available (Recursos disponibles en español) ¡AYUDE A DAR FORMA AL FUTURO DE EMERSON PARK! Por favor, únase a Parques y Recreación para una reunión virtual para compartir sus pensamientos e ideas sobre el diseño del parque futuro: Póngase en contacto con Dave Setterlund para compartir sus pensamientos: No puede asistir? dsetterl@slocity.org (805) 781-7067 sloparksandrec.org | @sloparksandrec | @cityofslo Los participantes participarán en una rifa de tarjetas de regalo que incluye tanto negocios locales como la programación de SLO Parks & Rec. ¡GANA UN PREMIO! Enlaces de reuniones virtuales:Encuesta: Miércoles 20 de enero de 9 am - 11 am Jueves 21 de enero de 12 pm - 2 pm Martes 26 de enero de 6 pm - 8 pm - Recursos disponibles en español