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20251126 CDD Responsive Files (ready)
TEMPORARY TRAFFIC CONTROL APPLICATIONPublic Works / Community Development T805.781.7015919 Palm Street, San Luis Obispo, CA 93401 F 805.783.7751ALL FIELDS MUST BE COMPLETED FOR APPROVALGeneral Info:Project Location: Tract 2368 East Airport Park AssoicationDescription of Work: Tract 2368 - Broad SewerAgency / Company: SpUZa ConstructionContact Person: _BrVOn Victor ___ , _ __ Phone: 805/546-8288Check OneU Permit Project........................ City inspector: Trae ChristensenD Capital Improvement Project...... City Inspector/Spec. No.D Special Event Street Closure. ...... City Event Supervisor:Schedule:Requested Schedule (Dales ^ Hows): Dates 2/25/2025 - 6/30/2025 _ Hours: (From) 7:00 AM (To) 3:30 PMNumber of Days Required to complete work (list for each location): 20Night Work Requests C/pm - 7am) must receive night work permit from Community Development Department.Night work application: Date Submitted _ Date Approved _ Permit NumberTraffic Control:All temporary traffic control shall be per the most current version of the California Manual on Uniform Traffic Control Devices (MUTCD), City of SanLuis Obispo Engineering Standards & Specifications (Engr. Std. AppcndK G), and CalTrans Standard Plans & Specifications.Work Zone / Event Closure Area:STREET: BroadFROM: ^_ (Dist. Ft.) _W_(Direction N,S,E,W) Of Farmhouse _(Street)TO: _ol_ (Dist. Ft.) _w_(Direction N,S,E,\V) Of Farmhouse _(Street)Work Zone Description Broad Sewer, Note, Farmhouse Lane Detour Plan to be usedduring Working Hours only.Work affects City Transit Stop or Route. Yes 1—1 No l*J Transit Division approved work: Yes 1—1 No 1—1 Date:If yes, contractor must advise Transit Division 7 days prior to work. Contact SLO Transit at 781-7531 _ (City Staff Name)Work requires closure of parking lane or parluiig meters Yes I—I No I—I Parking Division approved work: Yes U No U Date:If yes, contractor must receive approval from Parking Division 7 days prior to work. Contact Parking Division at 781-7230.Work requires traffic control to be set up on Caltrans Right of Way. Yes 1—1 No 1—1. If yes, attach copy of permit. Permit No..w i—> Lll SLO City Engineering Standard Appendix G. Check applicable standards AND indicate location of work zone on applicable standard.^ I D Fig. A D Fig. B D Fig. C D Fig. D D Fig. E D Fig. F D Fig. G§ I D Fig. H D Pig. I D Fig. j D pig. K D Fig. L D Fig. M B Fig. N0KDD Fig. 0 D Fig. PB Custom Traffic Control Plan (TCP) Required and Attached.Traffic Control Plan Requirements for each phase of work:Accurate Depiction of Street (St. Names, Striping, Traffic Signals, Stop Signs, etc....)Depiction of work zone area (Approx. Dimension)Depiction of temporary delineation & signing (Taper Lengths Dimensioned)OFFICE USE ONLYRec. By: _ Date:App. By: _ Date:Traffic control plans should be submitted to the City Inspector assigned to your job; if the work is by permit then the plan should be submitted along withthe encroachment permit. Please refer to the links below for typical applications, sign codes, use of flashing arrow panels, and taper lengths.CA MUTCD: Imp: www.tlm.cu.wv lii.i Irufiups sieiilrcli niulcilsnpii cu mulcil2012.1H!n SLO City Std. Plans: httD'//\nvw.slocitv.orii/Dublic\vorks/stds/appx-s;.pdfAccepted Witli Comments 1—1 See Additional Comments on TCPDenied (By: _ Date _ ) Resilbmittals shall include original application and traffic control plan with City commentsBW 2/15BW 5/20Approved for night work. May be modified at discretion of the City Inspector.X FIGURE N TWO-LANE TWO WAY LEFT TURN LANE ONE WAY CLOSURE 0camm Ei:!ro en|:ni2a> ^m 0|o^ zi-§ >^-0-0I =1IIG) zN6zm!I <^(0CB c0 Indicate North with an "N" B\:EAXW20-1 (C23) Cones or Delineatons, 23' max. spacing E B\yw2o-i (C23)SIGN PANEL SIZE (min.) B [a E E 36" 30" 36" 24" X 36" X 30" X 18" X 24" G20-2 (C14) SEE PAGE 1 THIS APPENDIX FOR LEGEND, NOTES AND SPACING REQUIREMENTS. FIGURE QMULTI-LANE ROADWAY WITH TRAVEL LANE CLOSURE,TEMPORARY BIKE LANE, AND PARKING LANE CLOSUREENDROAD WORK[c] G20-2(C14)TEMPORARY BIKELANE WIDTHBS5'OFFSETWIDTH = WW20-1(C23)wtit>-0^OPTIONAL DOWNSTREAM TAPER(100'MAXIMUM)WORK ZONESIGN0s[d@]mPANEL SIZE (min.)36"30"36"30"30"' X 36"X 30"X 18"X 24"X 21"IIiro om(DwOPTIONAL PARKINGLANE TAPER(LENGTH = 20' - 50')Indicate Northwith an "N"REVISIONSBYAPPDATEGUIDELINES FOR CONSTRUCTION ZONESEngineering Standards - Appendix Gpage 18 <Q' FIGURE M BICYCLE LANE CLOSURE -6 0camm C1:!? 0)1-"120) ^ aT 0|0M 2^>^-b -0I dQ-. ;=;s§d CD10(0 Nb2mco @]W20-1 (C23) BIKE LANE CLOSED <HEAyW9-3a (C20 Bike) Indicate North with an "N" E E G20-2 (C14) Install temporary No Parking signs (if required) See Note 41PARKING LANE ^W20-5 (C30 Bike) See Chart "A" s -1- s See Chart "A" SIGN PANEL SIZE (mln.) B [i E @ 36" x 36" 30" x 30" 36" x18" 18"x 24" YhT%^OR?ARE^%^ Install temporary No Parking signs (if required) See Note 4 .CLOSED,[B]N\"^W20-5 (C30 Bike) BIKE LANE' CLOSED ^HEAD/W9-3a (C20 Bike) W20-1 (C23) • SEE PAGE 1 THIS APPENDIX FOR LEGEND, NOTES AND SPACING REQUIREMENTS. ^^^l-lt)U^£ L^. - pETou^, •PL/W- Z^'-OO'/'-?''-t^ '^f/\0 ^,liK /\^£AC>"'S'lif/^' '•^."^o Ci.vse.cs TO 'r"<eu -m^FCic" •Sl(y^t S"|£,A/ ^"AD C/»S£'9 AH&^V'' 'US& ofcrouE." A.U'SAO" 5''^AJ -.^we^- w^ -tov^REFERENCE KEYNOTESNEW 10" PVC C&OO CL 165 WATER LINE.NEW 12- pvc cam CL 235 WATER UNE.NEW y CL 350 D.l. RECYCLED WATER UNENEW y HDPE SDR-17 SANITARY SEWER LINE.EX. 10- PVC C900 CL150 WATER LINE TO REMAIN. FLUSHAND TEST SYSTEM I?ACCORDANCE W\W CIU OF SLO STANDARDS.EX. 4- PVC C9DO CL150 RECYCLED WATER LINE TO REMAIN. FLUSH AND TESTSYSTEM IN ACCORDANCE VHW CITf OF SLO STANDARDS.INSTALL 4" FNPST X 4 1/2 WNPST BRASS HEX NIPPLE ON EXISTING 4"HYDRANT NOZZLE. THREADED ADAPTER SHALL BE PERMANANEMTLYSECURED WITH LOC71TE 2760 OR EQUALINSTALL 4" THICK CONCRETE APRON AROUND EX WATER METER BOXES PERCITY ENG STD G21D NOTE 13.\ \EX 8'SANITARY SEWER TO BEABANDONED PER CITY STDSCUT AND CAP CASINGS'AT CROSSING, ABANDONIN PLACE.kniinrniiiiiinu^H—— >—- 5SFM-11111111111111111t^' / V \lLN^~7^~r~f-;.-1-!---w~^/—/ sl•-nmiiirtrmraj ^EX18-SD\iiminrmuBia^iFARMHOUSE LANE,' I I• EX SANITARY SEWER LATERAL TO BEABANDONED. CONNECT LATERAL TO NEW8' SEWER UNE PER CIU ENS STD 6810.•1^—-"^.^iii(iliiiii8«iiunimnninnninninnnnnnnnnnni—imHnniinnnniiirirtni|inBiim—— SSFH.T— '—— — — —. SSFM.— .— — i—t. — ^sry— —p — —. —. &sn.i— —1- —A—iHin(i<i<[innni|niriiieaniinnmi«riinnnnnnntinn(iu»iiin<nnnnmiinmnmntnnUini/ ^f't~--fv — —--HHIMI^rfT",' ^|— ^E —^mmAw.^n-<5^REMOVE EX STEEL CASINGS AND EX -ISSFM AS REQUIRED TO INSTALL RCW/h/// FVW10'WIDE GASEASEMENTAJt\-_^\__ FOR 1025 FARMHOUSE LANE \ ^ j / \^^y-1/ ......... ^-EX 3-1 SECONDARY EFFLUEf^T WATER LINE TO BE ABANDONiD PER ~'~-~~-~'~-'~-"~~''\'~~~~-—~-^'LANT PER PLAN.30-CITY ENG STD 6050. EX VALVES TO REMAIN IN OPEN POSITION.CUT AND CAP UNE AT WATER TREATMENT PLANT PER PLAN.R/W-EX 1.5" WM AND SERVICE FOR 1D25 FARMHOUSE'yn —"'/" '' /PUE^. (^,^1 EX1.5-WMAND SERVICE FOR 1DZ5 FARMHOUSE-)-^ EX1.ITLMAND SERVICE FOR 1025 FARMHOUSE-_ _S"_ _^W^BfS^IW_ __ _^ __^ LANE.J^PLACE ^ER^TH^EVVI^F CITY mi. ^ (^ LANE Ri'PM^^^ / -------------_-_______^__FARMHOUSE LANE UTILITY PLAN 1IUNEBa%°§ff^V)z^Q.LULU>0a:a.§z0i-<0QV)V)<^^<Q-I-(^Q£La.<w<UJz^a.>-t—_1I—1+00 1+20 1440 1+60FARMHOUSE LANE CENTERLINE PROFILE: STA 1+00 TO 3+90an-Aia) Twv.sroffTAnoM Ef.Gr<E£Fr,aCDNCTRUC?f< tWWGB.'EWIAKDSWE ARCHTECTUREh-ECHAMCAL Et.QNEERimFLWi;*l>',13FUBUCVTORrtSADMNSTRATIOf;sum Fiiwf asset LmoNsWATER RE SOURCES612 CLARtON COURTSAN LUIS OBISPO, CA 93401T S05 544-4011 F 805 544^294WALLACE GROUP®'GRAPHIC SCALE0 5 10 20(IN FEET) ^VUN=10 FTHORIZONTAL SCALE-1" = 1CTVERTICAL SCALE: 1"= 10'DECEMBER 2024Cfpf sreCFICATTC^ t-N/A\M< FILE fN. / LOCATIOTi:MAP -0642.2021 (M21-IXM)C-3.2 -- (Z^C^MWgO v^n-PiKL V<W<- -£0^<•- OOW:'""1- <^W5^- \U&t.V- •%n.w€'APN: 05^412-023CLTT AND CAP CASINGSAT CROSSING. ABANDONIN PLACE.minnnnnnmdnf,,,REFERENCE KEYNOTESDESCRIPTIONNEW 10' PVC C&OO CL 165 WATER LINE.NEW 12" PVC C&OO CL 235 WATER LINE.NEW 8' CL 350 D.l. RECYCLED WATER UNENEW G" HDPE SDR-17 SANITARY SEWER UNE.EX. 10- pvc cam CLISO WATER LINE TO REMAJN. FLUSH AND TEST SYSTEM 11-ACCORDANCE TOTH CITY OF SLO STANDARDS.EX. 4" PVC C900 CL150 RECYCLED WATER UNE TO REMAJN. FLUSH AND TESTSYSTEM IN ACCORDANCE WITH CIT/ OF SLO STANDARDS.INSTALL 4" FNPST X 4 1/2 MNPST BRASS HEX NIPPLE ON EXISTING 4"HYDRANT NOZ2LE. THREADED ADAPTER SHALL BE PERMANANENTLYSECURED WITH LOCTITE 2760 OR EQUALINSTALL 4- THICK CONCRETE APRON AROUND EX WATER METER BOXES PERCin ENG STD 6210 NOTE 13.EX UFT STATION WATER ^,SERVICE TO BE ABANDONED-\\ ^ / \1 I PERCIT/STDS '•<./ ABWDONEDP^^rr^^____^______lj^r^4::^^^/ ,.'f' y' / 1 ^~7~T~~~~~~'~~~~-~—-t———^—-~:^\ \•EX 8'SANITARY SEWER TO BE \:D PER CITY STDS \^^ ^ / \ ^ EX 4"SSFM TO BEi/.^ /(^ABANDONED PER C\Vf STDSEX4"S5FM^ ~__^ \ \ <^ ___w.'_'mL"-M'w3"w3w -\ '. • _c«,mn'I '[ m CROSSING. ABANDON IN PLACE. \ | ,a^E^18'SD ^i^iiiiii!iiiiliiiiiiiiiiiiiiii«i\iiiiiiiiii«iiiiiiiiiii|iiiilfkinn^ninnninnnnni\niinnlnnmnau>n~/~-/'-r-f-:.-l-.r--_-V--/ =1i^nnmniiyrrtiillffmfKi.r^-n-q^s^2^::::^:::^EX SANITARY SEWER LATERAL TO BE / BABANDONED. CONNECT LATERAL TO NEW B8-SEWER UNE PER CIT/ENGSTD 6810. g*^~"*—^'»«.^jFOR 11125 FARMHOUSE LANE \ .' \ / \^—___—__^__;.;_rr_^;^:n^i^;_^ijj_____L_/':____________'\. EX 3- SECONDARV EFFLUENT WATER UNE TO BE ABANDONED PER "-T~-STD 6050. EX VALVES TOPER PLAN.MCIT/ ENG STD 6050. EX VALVES TO REM/UN IN OPEN POSITION.CUT AND CAP UNE AT WATER TREATMENT PLANT PER PLAN.l7> K.1_5'™.mDS.ERVICE.F°R.1°?.FARM»°.USE-JT^ Ex 1.°- LM AND SERVICE FOR 1025 FARMHOUSE/_ _ —(;£'- _7EX_"r^G^S_Lir^E_ _ _\ _^J JANE. REPLACE METER MTH NEW 1.5- Cin VM. J 1^) ^N'E" RE'plA'CE'METER'W'TH NEW'1'.5-"ciTY~LM10'SEWER ESMT PER.28MB58 --'i-------- <iSLrfcr.fcNIte£^S^FARMHOUSE LANE UTILITY PLAN 1•%°.^V)z<Q-h-zu2LU0a:a.i-<00V)V)<^.^<a.t-a:QQ.^<h-V)<IU^Q.^IF>'f^U)a —-<UJQ^sQ U;n OLs°,.g-11sl1+00 1+20 1+40 1+60FARMHOUSE LANE CENTERLINE PROFILE: STA 1+00 TO 3+90CT/H/y.OTRV>SroHTATXmENCriE£fWQCOM?TRUCDOiJ M/UWGEh-EMTLAf.'DSCWE ARCH TECTUREVEOWSVL EfiG);£EFJmRAT.-.TK!PUB uc v.oms f'rwnsmf\rtwSURVFTUre/aSSOlLmO'HSWATER RESOURCES612 CLARION COURTSAN LUIS OBISPO. CA 93-101T 805 544-4011 F 805 544-4294GRAPHIC SCALE0 5 10 20(IN FEET)UN » WFTWALLACE GROUP®'HORIZONTAL SCALE: 1"VERTICAL SCALE: 1- =DECEMBER 2024rTCSPECF1CAT10«rro.N/AjW FILE t;0,/LOCATION:M?-0642-2021 (M21.1XM)C-3.2 HARRTS PERSONAL INJURY LAVI/YERS, lNC. 1025 Farmhouse Lane #2F, San Luis Obispo CA 93401 TITLE SHEET 1 This project will conform and comply with the 2022 CA Building Code (CBC),2022 CA Residential Code (CRC), 2022 CA Mechanical Code (CM C), 2022 CA Electrical Code, 2022 CA Plumbing Code (CPC),2022 CA Energy Code and 2022 CA Green Buildins Code (CALGreen) Wgf,l1t 2 APN: osg-427-oot Zoned: c-s g*" Description of work: lnstalling one set of Non L,t 1/2" FI{q{ERlUt{$LTrymCKEProNTttEiogArALLTii,4r:; letters on exterior wall. CALL FOR INSPECT1ONS AT LEAST ONE WORKii{i; DAY IN ADVANCE 805.781 .7180 Plans shail not be changed or altered withouts LANDL.RD f;ffi-:i1j'J*:T,:li,:iil:'l8;lll,,?ll;il.il:1nt Jared Salter I1OZS Farmhouse Lane, San Luis Obispo CA g$40dhnapproval of,anyviotationoruny 805.39 2.SO7S city ordinance or state law CONTRACTOR / OeSIGNER: Laura McKinley, The Sign Place . 812 Fiero Lane, Suite F, SLO, CA 93401 805-781-2091 ext 105 CA License778664 (LK Graphics lnc. - dba The Sign Place expires 5/26, DESIGNER: Afiranda r-rr-r ', Fr - . CHANGES OR OUESTIONS? EMAIL OR CALL MEntr V IhWFfeos-zer-2os1ext 107 | amanda@thesienplace'com sEP 0 I 2025 B^U'LDING DIVISION SAN LUIS OBISPC HARRIS PERSONAL TNJURY LAVI/YERS, lNC. 1025 Farmhouse Lane #2F, San Luis Obispo CA 93401 ^^. N cffi@[o -@qem / oNE SET OF NON-LIT 1/2 PAINTED INDIVIDUAL ACRYLIC LETTERS fiHVIffiWFI-, SEP {j s 7,s25 BUILDING N'VISION SAN I IJIS OBISPC) DESIGNCR: Aflranda CHANGES OR OUESTIONS? EMAIL OR CALL ME 8O5-781-2O9'l ext 1O7 | amanda@thesignplace.com HARRTS PERSONAL INJURY LAWYERS, INC. 1025 Farmhouse Lane #2F, San Luis Obispo CA 93401 HARRIS ELEVATION A 62" X 151.5" = 65.23 SO/FT PBRSONAL INJURY LAVYBRS, INC,approx bu ild ing heig ht 430" approx building width = 1368" DEsrcNen, Amanda $1 EV I HW ffi f:€f+)ff=rt"?'*"9,u't"?I'?I:;.="Ut'i:f,Tf;lhiJ:H $EP {l !l 2$25 BUILDII.JG DIVISIONJ SAN LI"Ji$ OBISPC HARRIS PERSONAL INJURY LAVI/YERS, lNC.ELEVATION A 1025 Farmhouse Lane #2F, San Luis Obispo CA 93401 62' X 151.5" = 65.23 SO/FT NON.LIT 1/2'' ACRYLIC LETTERS PAINTED MATTE BLACK AND FLUSH STUD MOUNTED TO EXTERIOR WALL 24',IS '''[PERSONAL INJURY LAV/YERS, INC. 62" REVIEWED sEP 0 I 2025 BUILDING DIVISION SAN LUIS OBISPO 151.5" FLUSH STUD MOUN] ACRYLIC LETTER DESIGNER: AfiTanda CHANGES OR OUESTIONS? EMAIL OR CALL ME 805-781-2O91 ext 1O7 | amanda@thesignplace.com HARRIS PERSONAL TNJURY LA\ /YERS, lNC. 1025 Farmhouse Lane #2F, San Luis Obispo CA 93401 REVIEWFT sEP 0 I 2025 BUILDING DIVISION SAN LUIS OBISPC ELEVATION A 62" X 151.5" = 65.23 SO/FT (-HOLLOW STUCCO WALL Acrylic letters and logo attached to hollow wall using 2" studs. All holes filled with clear silicone so penetrations are water-tight. Non-Lit Flat Cut 112" Acrylic Letrers 1/2" FLAT CUT ACRYLIC LETTERS 2" STUDS HOLES HUEO W/ LEXEL SILICONE INSTALL NOTES DESIGNER: Aflranda CHANGES OR OUESTIONS? EMAIL OR CALL ME 805-781-2091 ext 107 | amanda@thesignplace.com Sheet List Table Sheet Number Sheet Title C-1.0 COVER SHEET C-2.0 NOTES C-2.1 NOTES Utility Plan C-3.0 ON-SITE UTILITY KEY C-3.1 OFF-SITE UTILITY KEY C-3.2 UTILITY PLAN C-3.3 UTILITY PLAN C-3.4 UTILITY PLAN C-3.5 UTILITY PLAN C-3.6 UTILITY PLAN C-3.7 UTILITY PLAN C-3.8 UTILITY PLAN C-3.9 UTILITY PLAN C-3.10 FULLER ROAD UTILITY PLAN Road & Sidewalk Construction Details C-4.0 ROAD & SIDEWALK CONSTRUCTION DETAILS C-4.1 ROAD & SIDEWALK CONSTRUCTION DETAILS C-4.2 ROAD & SIDEWALK CONSTRUCTION DETAILS C-4.3 ROAD & SIDEWALK CONSTRUCTION DETAILS C-4.4 ROAD & SIDEWALK CONSTRUCTION DETAILS C-4.5 ROAD & SIDEWALK CONSTRUCTION DETAILS Standard Details C-5.0 STANDARD DETAILS C-5.1 STANDARD DETAILS C-5.2 STANDARD DETAILS C-5.3 STANDARD DETAILS Curb Ramp Construction Details C-6.0 CURB RAMP CONSTRUCTION DETAILS C-6.1 CURB RAMP CONSTRUCTION DETAILS Water Details W-1 WATER DETAILS W-2 WATER DETAILS Sewer Details WW-1 SEWER DETAILS Electrical Plans E-1 SINGLE LINE DIAGRAM & NOTES E-2 SITE ELECTRICAL PLAN AND DETAILS E-3 PANEL DETAILS AND CONTROL POWER SCHEMATIC E-4 PLC LOOP DIAGRAMS E-5 ELECTRICAL SPECIFICATIONS E-6 ELECTRICAL SPECIFICATIONS Structural Plans S-1 65G SERIES TOWER ASSEMBLY S-2 SS G SERIES TOWERS EFFECTIVE PROJECTED AREAS S-3 MAT FOUNDATION FOR SS G SERIES TOWERS S-4 STANDARD FOUNDATION DESIGN NOTES 227 PROJECT BOUNDARY TRACT 2368 BRYAN D . C HILDRE S S No. C88775 A L A T T S OFE C AO NRFI IREGISTERED PR O F E SSIONAL EN G I N EERCI V ILT 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES ® ENGINEER OF RECORD: DATE APPROVAL BY THE CITY DOES NOT GUARANTEE ACCURACY NOR COMPLETENESS OF THESE PLANS. IT DOES AUTHORIZE THE OWNER TO BUILD THE PROJECT HEREON. IT SHALL BE THE RESPONSIBILITY OF THE OWNER AND ENGINEER OF RECORD TO CORRECT ANY DEFICIENCIES THAT APPEAR DURING OR AFTER CONSTRUCTION. CITY SPECIFICATIONS AND ENGINEERING STANDARDS SHALL BE FOLLOWED UNLESS THEY ARE SPECIFICALLY WAIVED OR MODIFIED BY NOTES ON THESE PLANS. THE ENGINEER OF RECORD SHALL PROVIDE SUBMITTALS AS REQUIRED IN THE ENGINEERING STANDARDS. NOTICE PUBLIC IMPROVEMENT PLANS FOR:REVISIONS DESCRIPTION CITY FILE NO.SHEETDRAWN BY: NFW CHECKED BY: BDC JOB NO. 1650-0001 DATE APPROVAL ENGR CITY COMMUNITY DEVELOPMENT DIRECTOR CITY UTILITIES ENGINEER TRANSPORTATION RECOMMENDED FOR APPROVAL BY ELECTRIC CO. GAS CO. TELEPHONE CO. TELEVISION CO. OTHER UTILITY DATE DATE DATE DATE DATE DATE DATE DATE DATE DATE SAN LUIS OBISPO PUBLIC WORKS BY: 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES. Reference Documents: City Standard Specifications: August 2020 Edition City Engineering Standards: August 2020 Edition OTHER DATE index to plans general notes ANNEXATION #81 EAST EAST AIRPORT PARK ASSOCIATION (TRACT 2368) Farmhouse Ln, Allene Way, Kendall Rd, Morabito Pl and Prospect St FMAP-0642-2021 (M21-004) LOT 13 C-1.0 CITY OF SAN LUIS OBISPO HORIZONTAL CONTROL NETWORK STATIONS: DESIGNATION NORTHING(ft) EASTING(ft) 8212 2279313.130 5776879.593 MAPPING ANGLE AND GRID FACTOR: DESIGNATION NORTHING(ft) EASTING(ft) MAPPING ANGLE COMB. FACTOR ELEV.(88) ELLIP. 8212 2279313.130 5776879.593 -1°29'52.8" 0.9999510596 229.85 115.55 MAPPING ANGLE AND COMBINED SCALE FACTOR DESIGNATION NORTHING(ft) EASTING(ft) MAPPING ANGLE COMB. FACTOR ELEV.(88) ELLIP. MBS PT#1412 2283767.604 5775313.969 -1°30'04.4" 0.9999531743 222.67 108.52 8094 2286114.123 5774478.414 DESIGNATION NORTHING(ft) EASTING(ft) INITIAL BASIS OF COORDINATES AND BEARINGS THE COORDINATES AND BEARINGS AS MEASURED AND SHOWN HEREON ARE ON GRID AND ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 5 0405, (1991.35 EPOCH) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID COORDINATES AND BEARINGS ARE BASED LOCALLY UPON FIELD-OBSERVED TIES TO THE FOLLOWING: DISTANCES SHOWN HEREON OR INVERSED FROM COORDINATES SHOWN HEREON ARE IN REFERENCE TO CCS83. TO APPROXIMATE LOCAL GROUND DISTANCES DIVIDE BY THE COMBINATION FACTOR PROVIDED HEREON. LOCAL CONTROL FOUND 2.5" BRASS DISK STAMPED "RCE 12545" IN A MONUMENT WELL, SITUATED AT THE CENTERLINE INTERSECTION OF FARMHOUSE LANE AND ALLENE WAY BENCH MARK THE BENCH MARK FOR THIS PROJECT IS CITY OF SAN LUIS OBISPO BENCH MARK #367, BEING LEAD & TAG IN THE TOP OF CONCRETE CURB AT THE NORTHERLY END OF A CATCH BASIN AT THE NORTH CORNER OF THE FULLER ROAD AND POINTSETTIA STREET INTERSECTION. ELEV: 191.47' (NAVD88). datum CITY LIMITS 12/16/2024 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING A PRE-CONSTRUCTION MEETING WITH THE CITY AND OTHER AFFECTED AGENCIES AND SUB-CONTRACTORS. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS PRIOR TO ANY WORK BEING PERFORMED, AND ARRANGE FOR INSPECTION (CALL 781-7180). 2. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE CITY OF SAN LUIS OBISPO ENGINEERING DEPARTMENT. THE CITY ENGINEER SHALL BE NOTIFIED AT LEAST FORTY-EIGHT HOURS PRIOR TO STARTING OF CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY ENGINEER WILL BE REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK. 4. THESE PLANS DO NOT AUTHORIZE SITE DISTURBANCE BEYOND THE LIMITS SHOWN. CONTRACTOR MUST OBTAIN NECESSARY PERMITS TO GRADE OFFSITE. 5. THE CONTRACTOR MUST OBTAIN PERMISSION TO ENTER UPON ADJOINING PROPERTY TO CONSTRUCT IMPROVEMENTS OR TO GRADE PRIOR TO CONSTRUCTION. THE CITY ENGINEER DOES NOT AUTHORIZE ENTRY PER THESE APPROVED PLANS. 6. IN THE EVENT THAT PROJECT CONSTRUCTION CONTINUES DURING WET WINTER MONTHS THE CONTRACTOR SHALL MAKE EVERY EFFORT TO MAINTAIN OR WINTERIZE THE ROADS FOR EMERGENCY VEHICLES. 7. INFORMATION SHOWN ON ALL EXISTING IMPROVEMENTS ON THESE DRAWINGS IS TAKEN FROM THE FIELD SURVEY. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A. (800) 642-2444) 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROTECTION OF ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL EXPOSE AND VERIFY ALL CRITICAL SECTIONS OF EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. ALL CONSTRUCTION WORK AND INSTALLATION SHALL CONFORM TO THE CITY OF SAN LUIS OBISPO ENGINEERING STANDARDS AND STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH APPLICABLE CODES, AND SAID WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. 9. CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE DURING THE COURSE OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 10. A REGISTERED CIVIL ENGINEER SHALL CERTIFY THAT THE IMPROVEMENTS, WHEN COMPLETED, ARE IN ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST FOR FINAL INSPECTION. AS-BUILT PLANS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE ENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING THE AS-BUILT PLANS SHALL BE PRESENT AT THE FINAL INSPECTION. 11. THE CITY INSPECTOR MAY REQUIRE REVISIONS IN THE PLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE DURING THE COURSE OF CONSTRUCTION. ALL REVISIONS SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. 12. THE CONTRACTOR SHALL HAVE COPIES OF THE PLANS AND SPECIFICATIONS FOR THIS PROJECT ON THE SITE AT ALL TIMES. ALL CHANGES OCCURRING DURING THE PROJECT CONSTRUCTION SHALL BE RECORDED ON THESE PLANS, AND THEY SHALL BE TRANSMITTED TO THE PROJECT ENGINEER TO INCORPORATE INTO THE AS-BUILT RECORD. 13. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SAFETY, AND PRACTICE SAFETY AT ALL TIMES AND SHALL FURNISH, ERECT, MAINTAIN SUCH FENCES, BARRICADES, DETOURS, LIGHTS AND SIGNS AS NECESSARY TO GIVE PROTECTION TO THE PUBLIC AT ALL TIMES. THE CONTRACTOR WILL BE REQUIRED TO KEEP TWO-WAY TRAFFIC OPEN AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL FURNISH A TRAFFIC CONTROL PLAN PRIOR TO CONSTRUCTION TO PROVIDE FOR SAFE, EFFICIENT TRAFFIC FLOW IN AND NEAR THE AREA OF WORK, AND SHALL PROVIDE THE APPROVED SIGN, SIGN LIGHTS AND BARRICADES AS NECESSARY. ROAD CLOSURES ARE NOT AUTHORIZED, UNLESS WARRANTED BY EXTREME CIRCUMSTANCES, REQUESTED BY THE CONTRACTOR, AND APPROVED BY THE CITY ENGINEER. SAID PLAN SHALL BE PREPARED AND SIGNED BY A REGISTERED CIVIL OR TRAFFIC ENGINEER. 14. THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION ACCORDING TO THESE PLANS AND SHALL NOTIFY CITY INSPECTOR 48 HOURS PRIOR TO BEGINNING WORK (805) 781-7180. 15. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS REQUIRED TO PREVENT HIS OPERATIONS FROM PRODUCING DUST IN AMOUNTS DAMAGING TO PROPERTY, CULTIVATED VEGETATION AND DOMESTIC ANIMALS, OR CAUSING A NUISANCE TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING FROM HIS OPERATIONS. DUST ABATEMENT MEASURES SHALL BE CONTINUED UNTIL RELIEF IS GRANTED BY THE GRADING INSPECTOR. 16. ALL CONSTRUCTION REFUSE SHALL BE SEPARATED (I.E. CONCRETE, ASPHALT CONCRETE, WOOD, GYPSUM BOARD, ETC.) AND REMOVED FROM THE PROJECT TO A RECYCLING FACILITY IN ACCORDANCE WITH CITY SOURCE REDUCTION AND RECYCLING ELEMENT. R Know what's below. Call before you dig. GENERAL CONSTRUCTION NOTES 17. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION, PRESERVATION AND PERPETUATION OF EXISTING SURVEY MONUMENTS DURING CONSTRUCTION IN COMPLIANCE WITH CALIFORNIA BUSINESS AND PROFESSIONS CODES BPC § 8725 AND BPC § 8771. DISTURBED OR LOST MONUMENTS MUST BE RESET BY LICENSED SURVEYOR. MONUMENTS TO BE DISTURBED SHALL BE TEMPORARILY TIED-OUT BY A LICENSED SURVEYOR. ALL SUCH RESETTING AND RESTORATION SHALL BE AT CONTRACTOR'S EXPENSE. 18. ALL BUSINESSES WITHIN THE ANNEXATION ZONE SHALL APPLY FOR A BUSINESS TAX CERTIFICATION AND SHALL COMPLETE AN INDUSTRIAL WASTEWATER SURVEY/APPLICATION AS REQUIRED BY CITY OF SAN LUIS OBISPO MUNICIPAL CODES 3.01 AND 13.08. 19. CONTRACTOR SHALL CONTACT "UNDERGROUND SERVICE ALERT" (Call 8-1-1) PRIOR TO CONSTRUCTION. GENERAL CONSTRUCTION NOTES CONT. (100.0 FS)101.50 FS ABBREVIATIONS AC ASPHALTIC CONCRETE ACP ASBESTOS CEMENT PIPE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ARV AIR RELEASE VALVEA&V AIR AND VACUUM (COMBINATION) VALVE AVG AVERAGE BF BLIND FLANGE BFV BUTTERFLY VALVE BLDG BUILDING BM BENCH MARK BO BLOW OFFBV BALL VALVE C CURBCAV COMBINATION AIR VALVE CATV CABLE TELEVISION CI CAST IRON CL CENTERLINE CL CLASSCMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUSCP CATHODIC PROTECTION CPLG COUPLING CY CUBIC YARD DET DETAIL DIA DIAMETER DIM DIMENSION D/W DRIVEWAY E EXISTING EA EACHELE ELEVATION EP EDGE OF PAVEMENT ESMT EASEMENT EX EXISTING EG EXISTING GROUNDFCA FLANGE COUPLING ADAPTOR FDC FIRE DEPARTMENT CONNECTION FF FINISH FLOOR FG FINISH GRADEFH FIRE HYDRANT FL FLOW LINEFL FIRE LINEFLG FLANGE FS FINISH SURFACEFT FEETG GAS GA GAGE GAL GALLON GALV GALVANIZED GB GRADE BREAKGPD GALLONS PER DAY GPM GALLONS PER MINUTE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HGL HYDRAULIC GRADE LINE ID INSIDE DIAMETER IN INCHESINV INVERTJP JOINT POLE JT JOINT UTILITY TRENCH L LENGTH LAT LATERAL LF LINEAR FEET LM LANDSCAPE METER LP LIGHT POLE LT LEFT M METER MAX MAXIMUM MIN MINIMUM MISC MISCELLANEOUS MH MANHOLE N/A NOT APPLICABLE NGVD NATIONAL GEODETIC VERTICAL DATUM NIC NOT IN CONTRACT NTS NOT TO SCALE OD OUTSIDE DIAMETER PCC PORTLAND CEMENT CONCRETE PH POTHOLE (UTILITY WAS POTHOLED) PIV POST INDICATOR VALVE POC POINT OF CONNECTION PRV PRESSURE REGULATING VALVE PSF POUND PER SQUARE FOOT PSI POUND PER SQUARE INCH PUE PUBLIC UTILITY EASEMENT PVC POLYVINYL CHLORIDE R RADIUS RC REINFORCED CONCRETE RCP REINFORCED CONCRETE PIPE RCW RECYLED WATER LINE REQD REQUIRED RPP REDUCED PRESSURE PRINCIPLE R/W RIGHT OF WAY RET WALL RETAINING WALL SS SANITARY SEWER SCH SCHEDULE SD STORM DRAIN SE SECONDARY EFFLUENT WATER LINE SHT SHEET SPEC SPECIFICATIONS SSFM SANITARY SEWER FORCE MAIN STA STATION STD STANDARD SW SIDEWALK TEL TELEPHONE TB THRUST BLOCK TB TOP OF BANK TC TOP OF CURB TG TOP OF GRATE TP TOP OF PAVEMENT TYP TYPICAL TW TOP WALL UTL COMMON TRENCH UTILITIES VAR VARIES VERT VERTICAL W WATER WF WIDE FLANGE WL WATER LINE WM WATER METER WS WATER SERVICE WV WATER VALVE *NOTE: THIS IS A STANDARD SET OF ABBREVIATIONS. NOT ALL ABBREVIATIONS SHOWN WILL APPLY TO THIS WORK. COCO %2.00%(2.00) LEGEND EXISTING PROPOSED DESCRIPTION SPOT ELEVATIONS SEWER MANHOLE SEWER CLEANOUT SERVICE LATERAL (W=WATER, G=GAS, U=UTILITIES) SERVICE METER (W=WATER) DOUBLE SERVICE METER (W=WATER) SEWER LATERAL FIRE HYDRANT STORM DRAIN MANHOLE STORM DRAIN CATCH BASIN GATE VALVE CAP SURVEY MONUMENT BENCH MARK SLOPE PERCENTAGE ABANDON UTILITY EDGE OF PAVEMENT REDUCER / INCREASER WATER LINE SEWER FORCE MAIN GRAVITY SEWER LINE STORM DRAIN UNDERGROUND GAS LINE UNDERGROUND UTILITY LINE LOCATION UNDERGROUND ELECTRICAL LINE UNDERGROUND CABLE TELEVISION LINE UNDERGROUND TELEPHONE LINE RIGHT OF WAY EASEMENT CENTERLINE BARBED WIRE FENCE CHAIN LINK FENCE RETAINING WALL FLOWLINE NOTESCITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATIONEAST AIRPORT PARK ASSOCIATION - IMPROVEMENT PLANSBDC NFW AS NOTED DECEMBER 2024 N/ABRYAN D . C HILDRES S No. C88775 A L A T T S OFE C AO NRFI IREGISTERED PR O F E SSIONAL EN G I N EERCI V ILT 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES ® FMAP -0642-2021 (M21-004) C-2.0 1. TRENCH EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE CITY OF SAN LUIS OBISPO ENGINEERING STANDARDS & STANDARD SPECIFICATIONS. 2. ANY TEMPORARY STOCKPILES OF EARTH SHALL BE APPROVED BY THE ENGINEER, AND SHALL NOT OBSTRUCT DRAINAGE OR CREATE BLOWING DUST 3. UTILITY TRENCHES ADJACENT TO FOUNDATIONS SHOULD NOT BE EXCAVATED WITHIN THE ZONE OF FOUNDATION INFLUENCE. 4. UTILITIES THAT MUST PASS BENEATH A FOUNDATION SHALL BE PLACED WITH PROPERLY COMPACTED UTILITY TRENCH BACKFILL AND THE FOUNDATION SHALL BE DESIGNED TO SPAN THE TRENCH. 5. A SELECT, NON-CORROSIVE, EASILY COMPACTED SAND SHALL BE USED AS BEDDING AND SHADING IMMEDIATELY AROUND UTILITIES. ALL TRENCH BACKFILL ABOVE THE SELECT MATERIAL WITHIN AND BEYOND THE BUILDING AREAS SHALL BE IN ACCORDANCE WITH THE CITY OF SAN LUIS OBISPO TRENCH DETAIL. 6. COMPACTION OF TRENCH BACKFILL BY JETTING OR FLOODING IS NOT RECOMMENDED EXCEPT UNDER EXTRAORDINARY CIRCUMSTANCES. FLOODING OR JETTING SHALL ONLY BE ATTEMPTED WITH EXTREME CAUTION, AND ANY JETTING OPERATION SHALL BE SUBJECT TO REVIEW BY THE GEOTECHNICAL ENGINEER 7. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE BASED ON AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. THE CROSSING OF THESE UTILITIES WITH WATER MAINS SHALL TENTATIVELY BE AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL HAND EXPOSE UTILITIES PRIOR TO ANY CONSTRUCTION. 8. UNLESS OTHERWISE SPECIFIED IN THESE PLANS, ALL TRENCHES SHALL BE BACKFILLED PER CITY STANDARDS. 9. NO TRENCHES OR EXCAVATIONS SHALL BE LEFT OPEN OVER NIGHT. UTILITY TRENCHES 1. CCTV INSPECTION OF ALL SEWER MAINS AND PRIVATE LATERALS SHALL BE COMPLETED AS THE FIRST ITEM OF WORK BEFORE START OF CONSTRUCTION. RESULTS OF THE CCTV INSPECTION SHALL BE SUBMITTED TO THE CITY OF SAN LUIS OBISPO FOR REVIEW AND REPAIRS IDENTIFIED SHALL BE COVERED UNDER A SEPARATE BID ITEM. ALL EXISTING SEWER LATERALS FOUND NOT PERPENDICULAR TO THE SEWER MAIN SHALL BE RECONSTRUCTED ACCORDING TO CITY STANDARDS. 2. SEE SHEET W-1 FOR SEQUENCING AND PHASING PLAN FOR CONNECTING, FLUSHING AND DISINFECTING DOMESTIC AND RECYCLED WATER MAINS. SEQUENCING OF WORK 1. WATER WELL DESTRUCTION PERMIT PER TECHNICAL BULLETIN 74-81 AND 74-90. 2. UTILITY DEMOLITION PLAN 3. PROPERTY OWNERS TO SUBMIT DIVISION OF DRINKING WATER (DDW) RECYCLED WATER APPLICATION FOR EACH PARCEL HAS AN EXISTING LANDSCAPE METER. SUBMITTAL TO INCLUDE LANDSCAPE AND IRRIGATION PLANS FOR REVIEW AND APPROVAL BY THE CITY AND DDW. DEFERRED SUBMITTALS NOTESCITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATIONEAST AIRPORT PARK ASSOCIATION - IMPROVEMENT PLANSBDC NFW AS NOTED DECEMBER 2024 N/ABRYAN D . C HILDRES S No. C88775 A L A T T S OFE C AO NRFI IREGISTERED PR O F E SSIONAL EN G I N EERCI V ILT 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES ® FMAP -0642-2021 (M21-004) C-2.1 CONTRACTOR IS RESPONSIBLE FOR ENSURING COMPLIANCE WITH AIR QUALITY MITIGATION MEASURES DESCRIBED ABOVE. CONTRACTOR CONTACT INFORMATION (TO BE FILLED IN AFTER BID AWARDED) COMPANY: NAME/TITLE: PHONE: EMAIL: RESPONSIBLE PARTY FOR ENSURING AIR QUALITY COMPLIANCE 512-038 APN: 076-512-012 KENDALL ROADPROSPECT STREETAPN: 076-512-028 APN: 076-512-029 APN: 076-512-015 APN: 076-512-036 APN: 076-512-035 APN: 076-512-017 20' WIDE DRAINAGE EASEMENT 20' WIDE DRAINAGE EASEMENT 20' WIDE UTILITY EASEMENT APN: 076-512-043 1 1 1 040 APN: 076-512-037 APN: 076-512-038 APN: 076-512-012 KENDALL ROADPROSPECT STREETAPN: 076-512-028 APN: 076-512-029 APN: 076-512-015 APN: 076-512-036 APN: 076-512-035 APN: 076-512-017 20' WIDE DRAINAGE EASEMENT 20' WIDE DRAINAGE EASEMENT 20' WIDE UTILITY EASEMENT SE CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONEAST AIRPORT PARK ASSOCIATION - IMPROVEMENT PLANS BDCNFWAS NOTEDDECEMBER 2024N/ABRYA N D. CHILDRESSNo. C88775ALATTSOFECAON RFI I REGISTERE D P ROFESSIONAL ENGINEERCIVI LT 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401www.wallacegroup.usPLANNINGCIVIL AND TRANSPORTATION ENGINEERINGCONSTRUCTION MANAGEMENTLANDSCAPE ARCHITECTUREMECHANICAL ENGINEERINGPUBLIC WORKS ADMINISTRATIONSURVEYING / GIS SOLUTIONSWATER RESOURCES®FMAP -0642-2021 (M21-004)FLOWMONITORINGSTATIONAEROVISTA PLACE AIRPORT DR IVE BROAD STREETCITY LIMITSFULLER ROAD GOLD EN ROD L AN E FIERO LANE PRVPRVPRVPRVPRVPRVPRVPRVAPN: 053-412-012APN: 053-412-004APN: 053-412-005APN: 053-412-007APN: 053-412-007APN: 053-412-017APN: 053-412-022APN: 053-416-016APN: 053-412-016PRVAPN: 053-417-001APN: 053-417-001LIMITS OF PRESSUREZONE REQUIRING PRVTRACT 2368 BOUNDARYSEE SHEET C-3.0OFF-SITE UTILITY KEY NOTES:1. PRVS WERE ESTABLISHED BASED ON THE CITY'S CALIBRATED WATER MODEL. PRVS ARE INCLUDEDON ALL PROPERTIES WITH ANTICIPATED PRESSURES OVER 80 PSI OR BELOW 200 FEET IN ELEVATION.2. NEW PRV TO BE CLA-VAL MODEL 90.-01 OR EQUAL.AERO D R I V E1&21&21&21&21&21&21&21&21&2C-3.1PRV1&2SAN LUIS OBISPO COUNTY REGIONALAIRPORT WATER CONNECTIONN00100200(IN FEET)50GRAPHIC SCALE1 IN = 100 FTSEE SHEETC-3.10 C900 WATER LINE 12" MIN12" MINR300.00'R300.00'HWY 227 (BROAD STREET)W-1 6 01 03 06 0736.5'24.25'EX 8" SANITARY SEWER TO BE ABANDONED PER CITY STDS EX LIFT STATION WATER SERVICE TO BE ABANDONED PER CITY STDS EX 1.0" LM AND SERVICE FOR 1025 FARMHOUSE LANE. REPLACE METER WITH NEW 1.5" CITY LM. EX 1.5" WM AND SERVICE FOR 1025 FARMHOUSE LANE. REPLACE METER WITH NEW 1.5" CITY WM. 08 APN: 053-412-023 16.33'10' SEWER ESMT PER 28MB58 C-3.2 PUE PUE EX SANITARY SEWER LATERAL TO BE ABANDONED. CONNECT LATERAL TO NEW 8" SEWER LINE PER CITY ENG STD 6810. 10 10 R/W CUT AND CAP CASINGS AT CROSSING, ABANDON IN PLACE. EX CURB INLET TRACT CL7.96'8.51'STA: 1+15.57 BC 17.36' LT STA: 1+72.02 BC 11.86' LT STA: 1+57.51 EC 14.04' LT STA: 2+09.45 EC 8.73' LT 15.75'10' MINREMOVE EX STEEL CASINGS AND EX SSFM AS REQUIRED TO INSTALL RCW NEW 8" HDPE SDR-17 SANITARY SEWER LINE., S=4.2% NEW 4" HDPE SDR-17 SEWER LATER FOR 1025 FARMHOUSE LANE SEE SHEET C-3.9 FOR DETAILS MATCHLINE VERTICAL SCALE: 1" = 10' ENGINEERCIVI LT 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401www.wallacegroup.usPLANNINGCIVIL AND TRANSPORTATION ENGINEERINGCONSTRUCTION MANAGEMENTLANDSCAPE ARCHITECTUREMECHANICAL ENGINEERINGPUBLIC WORKS ADMINISTRATIONSURVEYING / GIS SOLUTIONSWATER RESOURCES®FMAP -0642-2021 (M21-004)UTILITY PLAN MATCHLINESEE SHEET C-3.2MATCHLINE SEE MIDDLE LEFT - THIS SHEETMATCHLINESEE SHEET C-3.4MATCHLINESEE UPPER RIGHT - THIS SHEET MATCHLINE SEE LOWER LEFT - THIS SHEET SEE MIDDLE RIGHT- THIS SHEETMATCHLINE REFERENCE KEYNOTESDESCRIPTION01EX. 10" PVC C900 CL150 WATER LINE TO REMAIN. FLUSH AND TEST SYSTEM INACCORDANCE WITH CITY OF SLO STANDARDS.02EX. 4" PVC C900 CL150 RECYCLED WATER LINE TO REMAIN. FLUSH AND TESTSYSTEM IN ACCORDANCE WITH CITY OF SLO STANDARDS.03REMOVE EX HYDRANT DOUBLE FLANGE SPOOL AND RE-INSTALL WITHSINGLE SPOOL PER CITY STANDARDS. INSTALL 4" FNPST X 4 1/2 MNPSTBRASS HEX NIPPLE ON EXISTING 4" HYDRANT NOZZLE. THREADED ADAPTERSHALL BE PERMANANENTLY SECURED WITH LOCTITE 2760 OR EQUAL.04EX. 8" PVC SDR35 SANITARY SEWER LINE TO REMAIN. CONTRACTOR PROVIDECCTV INSPECTION PER PACP SEWER INSPECTION STANDARDS.RECONSTRUCT ALL LATERALS FOUND CONNECTED TO MANHOLES OR NOTAT PERPENDICULAR ANGLES TO SEWER MAIN.05EX. SANITARY SEWER MANHOLE TO BE SEALED WITH POLYEURATHANECOATING. SANCON 100 OR EQUAL.06LOCATION OF CONTROL PANEL POST (PREVIOUSLY REMOVED). REPAIRLOCATION BY PATCHING HOLE WITH CONCRETE.10INSTALL 4" THICK CONCRETE APRON AROUND EX WATER METER BOXES PERCITY ENG STD 6210 NOTE 13.XXXTRACT 2368 BOUNDARYFARMHOUSE LANEEX 2.0" WATER METER AND SERVICE FOR 1146 FARMHOUSELANE. TO BE REPLACED WITH A NEW 2.0" CITY METER.EX 1.5" LANDSCAPE METER AND SERVICE FOR1146 FARMHOUSE LANE. TO BE REPLACEDWITH A NEW 1.5" CITY METER.0103EX 1.0" LANDSCAPE METER AND SERVICEFOR 1075 FARMHOUSE LANE. REPLACEMETER WITH NEW 1.0" CITY METER.EX 2.0" WATER METER AND SERVICE FOR 1075 FARMHOUSELANE. REPLACE METER WITH NEW 2.0" CITY METEREX EMPTY WATER METER BOX AND SERVICE FORAPN: 076-512-004. METER TO BE INSTALLED BYDEVELOPER AT A LATER DATE.02EX 3" SECONDARY EFFLUENT WATER LINE TO BE ABANDONED PERCITY ENG STD 6050. EX VALVES TO REMAIN IN OPEN POSITION. CUTAND CAP LINE AT WATER TREATMENT PLANT PER PLAN.0405TRACT 2368 BOUNDARY030305EX 1.0" LANDSCAPE METER AND SERVICE FOR 1133 FARMHOUSELANE. REPLACE METER WITH NEW 1.0" CITY METER.EX 1.5" WATER METER AND SERVICE FOR 1133 FARMHOUSELANE. REPLACE METER WITH NEW 1.5" CITY METER.EX EMPTY WATER METER BOX AND SERVICEFOR APN: 076-512-042. METER TO BE INSTALLEDBY DEVELOPER AT A LATER DATE.EX EMPTY WATER METER BOX AND SERVICEFOR 1193 FARMHOUSE LANE. METER TO BEINSTALLED BY DEVELOPER AT A LATER DATE.TRACT 2368 BOUNDARYTRACT 2368 BOUNDA R YEX SEWERCLEANOUT03010204040102FARMHOUSE LANEFARMHOUSE LANEALLENE WAY0104EX DIRT ROAD. INSTALL TYPE 1 STABILIZEDENTRANCE PER CAL TRANS STANDARD PLAN T58.C-3.3PUER/WR/WR/WPUER/WPUER/WR/WPUEPUE06EX DIRT ROAD.10101010EX CABALLOS RANCH GATE PUSH BUTTONEDGE OF PAVEMENT10EXISTING SEWER LATERAL FOR 1075FARMHOUSE LANE. SEE NOTE 1,SHEET C-2.0 (SEQUENCING OF WORK)SEWER LATER STUB-OUTFOR 1051 FARMHOUSE LANE.EX SEWER LATERAL FOR 1133FARMHOUSE LANE. SEE NOTE 1,SHEET C-2.0 (SEQUENCING OF WORK)EX SEWER LATERAL STUB-OUTFOR 1193 FARMHOUSE LANEEX SEWER CLEANOUT A SEE UPPER RIGHT - THIS SH E E T EX 24" STORM DRAIN20' WIDE DRAINAGE EASEMENT DRAINAGE SWALE APN: 076-512-007 APN: 076-512-039 EX ROCK INLET PROTECTION NPWLNPWLNPWLNPWLNPWLNPWLNPWLNPWLNPWLNPWLNPWLNPWLNPWLNPWLRCWRCWRCWRCWRCWRCWRCWRCWRCWRCWRCWRCWRCWRCWRCWRCWRCWRCWRCWSESESESESESESESESESESESESESESERCWRCW220 225 BDCNFWAS NOTEDDECEMBER 2024N/ABRYA N D. CHILDRESSNo. C88775ALATTSOFECAON RFI I REGISTERE D P ROFESSIONAL ENGINEERCIVI LT 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401www.wallacegroup.usPLANNINGCIVIL AND TRANSPORTATION ENGINEERINGCONSTRUCTION MANAGEMENTLANDSCAPE ARCHITECTUREMECHANICAL ENGINEERINGPUBLIC WORKS ADMINISTRATIONSURVEYING / GIS SOLUTIONSWATER RESOURCES®FMAP -0642-2021 (M21-004)UTILITY PLAN MATCHLINESEE SHEET C-3.4MATCHLINESEE SHEET C-3.6MATCHLINESEE UPPER RIGHT - THIS SHEETMATCHLINE SEE SHEET C-3.7 MATCHLINE SEE LOWER LEFT - THIS SHEETNREFERENCE KEYNOTESDESCRIPTION01EX. 10" PVC C900 CL150 WATER LINE TO REMAIN. FLUSH AND TEST SYSTEM INACCORDANCE WITH CITY OF SLO STANDARDS.02EX. 4" PVC C900 CL150 RECYCLED WATER LINE TO REMAIN. FLUSH AND TESTSYSTEM IN ACCORDANCE WITH CITY OF SLO STANDARDS.03INSTALL 4" FNPST X 4 1/2 MNPST BRASS HEX NIPPLE ON EXISTING 4"HYDRANT NOZZLE. THREADED ADAPTER SHALL BE PERMANANENTLYSECURED WITH LOCTITE 2760 OR EQUAL.04EX. 8" PVC SDR35 SANITARY SEWER LINE TO REMAIN. CONTRACTOR PROVIDECCTV INSPECTION PER PACP SEWER INSPECTION STANDARDS.RECONSTRUCT ALL LATERALS FOUND CONNECTED TO MANHOLES OR NOTAT PERPENDICULAR ANGLES TO SEWER MAIN.05EX. SANITARY SEWER MANHOLE TO BE SEALED WITH POLYEURATHANECOATING. SANCON 100 OR EQUAL.10INSTALL 4" THICK CONCRETE APRON AROUND EX WATER METER BOXES PERCITY ENG STD 6210 NOTE 13.XXXEX EMPTY WATER METER BOX AND SERVICEFOR APN: 076-512-044. METER TO BEINSTALLED BY DEVELOPER AT A LATER DATE.EX 1.0" WATER METER AND SERVICE FOR 1140 KENDALLROAD. REPLACE METER WITH NEW 1.0" CITY METER.EX 1.0" LANDSCAPE METER AND SERVICE FOR 1140 KENDALLROAD. REPLACE METER WITH NEW 1.0" CITY METER.04010203EX 2.0" WATER METER AND SERVICE FOR 4800 MORABITOPLACE. REPLACE METER WITH NEW 2.0" CITY METER.EX 1.5" LANDSCAPE METER AND SERVICE FOR 4800 MORABITOPLACE. REPLACE METER WITH NEW 1.5" CITY METER.EX 1.0" WATER METER AND SERVICE FOR 1180 KENDALLROAD. REPLACE METER WITH NEW 1.0" CITY METER.EX 1.0" LANDSCAPE METER AND SERVICE FOR 1180 KENDALLROAD. REPLACE METER WITH NEW 1.0" CITY METER.EX 1.5" WATER METER AND SERVICE FOR 1220 KENDALLROAD. REPLACE METER WITH NEW 1.5" CITY METER.EX 1.0" LANDSCAPE METER AND SERVICE FOR 1220 KENDALLROAD. REPLACE METER WITH NEW 1.0" CITY METER.03030102010204040505EX 4" RAW WATER LINE TO BE ABANDONED PER CITY ENG STD 6050. EXVALVES TO REMAIN IN OPEN POSITION. CUT AND CAP LINE AT WELL HEADAND AT EDGE OF PUE PER PLAN. REMOVE ALL ABOVE GROUND PIPING.EX 3" SECONDARY EFFLUENT WATER LINE TO BE ABANDONED PERCITY ENG STD 6050. EX VALVES TO REMAIN IN OPEN POSITION.CUT AND CAP LINE AT WATER TREATMENT PLANT PER PLAN.EX 4" NON-POTABLE WATER LINE TO BE ABANDONED PER CITY ENG STD6050. EX VALVES TO REMAIN IN OPEN POSITION. CUT AND CAP AT WELLHEAD AND AT EDGE OF PUE PER PLAN. REMOVE ALL ABOVE GROUND PIPING.KENDALL ROADKENDALL ROADMORABITO PLACEEX 4" RAW WATER LINE TO BE ABANDONED PER CITY ENG STD 6050. EXVALVES TO REMAIN IN OPEN POSITION. CUT AND CAP LINE AT WELL HEADAND AT EDGE OF PUE PER PLAN. REMOVE ALL ABOVE GROUND PIPING.EX 3" SECONDARY EFFLUENT WATER LINE TO BE ABANDONED PERCITY ENG STD 6050. EX VALVES TO REMAIN IN OPEN POSITION. CUTAND CAP LINE AT WATER TREATMENT PLANT PER PLAN.EX 4" NON-POTABLE WATER LINE TO BE ABANDONED PER CITY ENG STD 6050.EX VALVES TO REMAIN IN OPEN POSITION. CUT AND CAP AT WELL HEAD ANDAT EDGE OF PUE PER PLAN. REMOVE ALL ABOVE GROUND PIPING.05R/WPUER/WPUER/WPUER/WPUEC-3.51010101010MATCHLINESEE SHEET C-3.9EX SEWER LATERAL FOR 1180KENDALL ROAD. SEE NOTE 1, SHEETC-2.0 (SEQUENCING OF WORK)EX SEWER LATERAL FOR 4800 MORABITO PLACE.SEE NOTE 1, SHEET C-2.0 (SEQUENCING OF WORK)EX SEWER LATERAL FOR 1140 KENDALL ROAD. SEENOTE 1, SHEET C-2.0 (SEQUENCING OF WORK)EX SEWER LATERAL FOR 1220 KENDALL ROAD. SEENOTE 1, SHEET C-2.0 (SEQUENCING OF WORK)EX SEWER LATERAL FOR 1250 KENDALL ROAD.SEE NOTE 1, SHEET C-2.0 (SEQUENCING OF WORK) BDCNFWAS NOTEDDECEMBER 2024N/ABRYA N D. CHILDRESSNo. C88775ALATTSOFECAON RFI I REGISTERE D P ROFESSIONAL ENGINEERCIVI LT 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401www.wallacegroup.usPLANNINGCIVIL AND TRANSPORTATION ENGINEERINGCONSTRUCTION MANAGEMENTLANDSCAPE ARCHITECTUREMECHANICAL ENGINEERINGPUBLIC WORKS ADMINISTRATIONSURVEYING / GIS SOLUTIONSWATER RESOURCES®FMAP -0642-2021 (M21-004)UTILITY PLAN SEE UPPER RIGHTMATCHLINEMATCHLINE SEE LOWER LEFT - THIS SHEET MATCHLINE SEE SHEET C-3.7N MORABITO PLACEMORABITO PLACE PROSPECT STREETREFERENCE KEYNOTESDESCRIPTION01EX. 10" PVC C900 CL150 WATER LINE TO REMAIN. FLUSH AND TEST SYSTEM INACCORDANCE WITH CITY OF SLO STANDARDS.02EX. 4" PVC C900 CL150 RECYCLED WATER LINE TO REMAIN. FLUSH AND TESTSYSTEM IN ACCORDANCE WITH CITY OF SLO STANDARDS.03INSTALL 4" FNPST X 4 1/2 MNPST BRASS HEX NIPPLE ON EXISTING 4"HYDRANT NOZZLE. THREADED ADAPTER SHALL BE PERMANANENTLYSECURED WITH LOCTITE 2760 OR EQUAL.04EX. 8" PVC SDR35 SANITARY SEWER LINE TO REMAIN. CONTRACTOR PROVIDECCTV INSPECTION PER PACP SEWER INSPECTION STANDARDS.RECONSTRUCT ALL LATERALS FOUND CONNECTED TO MANHOLES OR NOTAT PERPENDICULAR ANGLES TO SEWER MAIN.05EX. SANITARY SEWER MANHOLE TO BE SEALED WITH POLYEURATHANECOATING. SANCON 100 OR EQUAL.10INSTALL 4" THICK CONCRETE APRON AROUND EX WATER METER BOXES PERCITY ENG STD 6210 NOTE 13.XXXEX EMPTY WATER METER BOX AND SERVICE FOR APN: 076-512-033.METERS TO BE INSTALLED BY DEVELOPER AT A LATER DATE.EX 1.5" WATER METER AND SERVICE FOR 4855 MORABITOPLACE. TO BE REPLACED WITH A NEW 1.5" CITY METER.EX 1.0" LANDSCAPE METER AND SERVICE FOR 4855 MORABITOPLACE. TO BE REPLACED WITH A NEW 1.0" CITY METER.0104020305EX 4" RAW WATER LINE TO BE ABANDONED PER CITY ENG STD 6050. EXVALVES TO REMAIN IN OPEN POSITION. CUT AND CAP LINE AT WELL HEADAND AT EDGE OF PUE PER PLAN. REMOVE ALL ABOVE GROUND PIPING.EX 1.5" LANDSCAPE METER AND SERVICE FOR 4875 MORABITOPLACE. TO BE REPLACED WITH A NEW 1.5" CITY METER.EX 1.5" WATER METER AND SERVICE FOR 4875 MORABITOPLACE. TO BE REPLACED WITH A NEW 1.5" CITY METER.EX 1.5" LANDSCAPE METER AND SERVICE FOR 1175 PROSPECTSTREET. TO BE REPLACED WITH A NEW 1.5" CITY METER.EX 1.0" WATER METER AND SERVICE FOR 1175 PROSPECTSTREET. TO BE REPLACED WITH A NEW 1.0" CITY METER.EX EMPTY WATER METER BOX AND SERVICE FOR APN: 076-512-031.METERS TO BE INSTALLED BY DEVELOPER AT A LATER DATE.EX 1.5" LANDSCAPE METER AND SERVICE FOR 1223 PROSPECTSTREET. REPLACE METER WITH NEW 1.5" CITY METER.EX 1.5" WATER METER AND SERVICE FOR 1223 PROSPECTSTREET. REPLACE METER WITH NEW 1.5" CITY METER.EX 4" RAW WATER LINE TO BE ABANDONED PER CITY ENG STD 6050. EXVALVES TO REMAIN IN OPEN POSITION. CUT AND CAP LINE AT WELL HEADAND AT EDGE OF PUE PER PLAN. REMOVE ALL ABOVE GROUND PIPING.0303030301020405050505C-3.6R/WPUER/WPUER/WPUER/WPUEEX 24" STORM DRAINSEE SHEET C-3.5MATCHLINEMATCHLINESEE SHEET C-3.9EX 24" STORM DRAINEX 24" STORM DRAIN1010EXISTING SEWER LATERALSTUB-OUT FOR APN: 076-512-044EX SEWER LATERAL FOR 4855 MORABITO PLACE.SEE NOTE 1, SHEET C-2.0 (SEQUENCING OF WORK)EX SEWER LATERAL FOR 4800 MORABITO PLACE.SEE NOTE 1, SHEET C-2.0 (SEQUENCING OF WORK)EX SEWER LATERAL FOR4875MORABITO PLACE.SEE NOTE 1, SHEET C-2.0(SEQUENCING OF WORK)EX SEWER LATERAL FOR 1223 PROSPECT STREET.SEE NOTE 1, SHEET C-2.0 (SEQUENCING OF WORK)EX SEWER LATERAL FOR 1251 PROSPECT STREET.SEE NOTE 1, SHEET C-2.0 (SEQUENCING OF WORK)EX SEWER LATERAL FOR 1175 PROSPECT STREET.SEE NOTE 1, SHEET C-2.0 (SEQUENCING OF WORK)EX SEWER LATERAL FOR 1255 KENDALL ROAD. SEENOTE 1, SHEET C-2.0 (SEQUENCING OF WORK) ASSOCIATION - IMPROVEMENT PLANS BDCNFWAS NOTEDDECEMBER 2024N/ABRYA N D. CHILDRESSNo. C88775ALATTSOFECAON RFI I REGISTERE D P ROFESSIONAL ENGINEERCIVI LT 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401www.wallacegroup.usPLANNINGCIVIL AND TRANSPORTATION ENGINEERINGCONSTRUCTION MANAGEMENTLANDSCAPE ARCHITECTUREMECHANICAL ENGINEERINGPUBLIC WORKS ADMINISTRATIONSURVEYING / GIS SOLUTIONSWATER RESOURCES®FMAP -0642-2021 (M21-004)UTILITY PLAN MATCHLINESEE SHEET C-3.6 SEE SHEET C-3.5MATCHLINEPROSPECT STREETKENDALL ROAD TRACT 2368 BOUNDARY REFERENCE KEYNOTESDESCRIPTION01EX. 10" PVC C900 CL150 WATER LINE TO REMAIN. FLUSH AND TEST SYSTEM INACCORDANCE WITH CITY OF SLO STANDARDS.02EX. 4" PVC C900 CL150 RECYCLED WATER LINE TO REMAIN. FLUSH AND TESTSYSTEM IN ACCORDANCE WITH CITY OF SLO STANDARDS.03INSTALL 4" FNPST X 4 1/2 MNPST BRASS HEX NIPPLE ON EXISTING 4"HYDRANT NOZZLE. THREADED ADAPTER SHALL BE PERMANANENTLYSECURED WITH LOCTITE 2760 OR EQUAL.04EX. 8" PVC SDR35 SANITARY SEWER LINE TO REMAIN. CONTRACTOR PROVIDECCTV INSPECTION PER PACP SEWER INSPECTION STANDARDS.RECONSTRUCT ALL LATERALS FOUND CONNECTED TO MANHOLES OR NOTAT PERPENDICULAR ANGLES TO SEWER MAIN.05EX. SANITARY SEWER MANHOLE TO BE SEALED WITH POLYEURATHANECOATING. SANCON 100 OR EQUAL.06INSTALL TEMPORARY ABOVE GROUND CONNECTION FOR SYSTEM FLUSHING.FLUSH TO DOMESTIC AND RECYCLED WATER LINE TO BRINE POND.10INSTALL 4" THICK CONCRETE APRON AROUND EX WATER METER BOXES PERCITY ENG STD 6210 NOTE 13.11REMOVE EXISTING SEWER CLEANOUT AND INSTALL NEW 48" DIAMETERMANHOLE PER CITY STANDARDS. SEE DETAIL 6, SHEET C-5.2.XXXNEX 1.0" WATER METER AND SERVICE FOR APN: 076-512-028 (WATER TREATMENTPLANT). METER TO BE REMOVED DURING WATER TREATMENT PLANTABANDONMENT AND REPLACED AT A LATER DATE BY DEVELOPER.EX 1.5" WATER METER AND SERVICE FOR 1255 KENDALLROAD. REPLACE METER WITH NEW 1.5" CITY METER.EX 2.0" LANDSCAPE METER AND SERVICE FOR 1255 KENDALLROAD. REPLACE METER WITH NEW 2.0" CITY METER.030104EX 4" RAW WATER LINE TO BE ABANDONED PER CITY ENG STD 6050. EXVALVES TO REMAIN IN OPEN POSITION. CUT AND CAP LINE AT WELL HEADAND AT EDGE OF PUE PER PLAN. REMOVE ALL ABOVE GROUND PIPING.EX 3" SECONDARY EFFLUENT WATER LINE TO BE ABANDONED PERCITY ENG STD 6050. EX VALVES TO REMAIN IN OPEN POSITION. CUTAND CAP LINE AT WATER TREATMENT PLANT PER PLAN.EX 4" NON-POTABLE WATER LINE TO BE ABANDONED PER CITY ENG STD 6050.EX VALVES TO REMAIN IN OPEN POSITION. CUT AND CAP AT WELL HEAD ANDAT EDGE OF PUE PER PLAN. REMOVE ALL ABOVE GROUND PIPING.EX 1.5" WATER METER AND SERVICE FOR 1251 PROSPECTROAD. REPLACE METER WITH NEW 1.5" CITY METER.EX 1.5" LANDSCAPE METER AND SERVICE FOR 1251 PROSPECTROAD. REPLACE METER WITH NEW 1.5" CITY METER.EX 2.0" WATER METER AND SERVICE FOR 1250 KENDALLROAD. REPLACE METER WITH NEW 2.0" CITY METER.EX 5/8" LANDSCAPE METER AND SERVICE FOR 1250 KENDALLROAD. REPLACE METER WITH NEW 5/8" CITY METER.EX 4" RAW WATER LINE TO BE ABANDONED PER CITY ENG STD 6050. EXVALVES TO REMAIN IN OPEN POSITION. CUT AND CAP LINE AT WELL HEADAND AT EDGE OF PUE PER PLAN. REMOVE ALL ABOVE GROUND PIPING.0205EX SEWER CLEANOUTEX 3" SECONDARY EFFLUENT WATER LINE TO BE ABANDONED PERCITY ENG STD 6050. EX VALVES TO REMAIN IN OPEN POSITION. CUTAND CAP LINE AT WATER TREATMENT PLANT PER PLAN.EX 4" NON-POTABLE WATER LINE TO BE ABANDONED PER CITY ENG STD 6050.EX VALVES TO REMAIN IN OPEN POSITION. CUT AND CAP AT WELL HEAD ANDAT EDGE OF PUE PER PLAN. REMOVE ALL ABOVE GROUND PIPING.031251 PROSPECT ROADAPN: 076-512-029C-3.7R/WPUER/WPUEEX 4" RAW WATER LINE TO BE ABANDONED PER CITY ENG STD 6050. EXVALVES TO REMAIN IN OPEN POSITION. CUT AND CAP LINE AT WELL HEADAND AT EDGE OF PUE PER PLAN. REMOVE ALL ABOVE GROUND PIPING.0606101010101010EX SEWER LATERAL FOR APN: 076-512-028 (WATERTREATMENT PLAN). LATERAL TO BE ABANDONEDDURING WATER TREATMENT PLANTABANDONMENT (SEPARATE PERMIT)11 METAL FLAT TOP PICKET FENCE TO REMAINSEE SHEET C-3.9 FOR DETAILSMATCHLINEEX STORM DRAIN MANHOLE D P ROFESSIONAL ENGINEERCIVI LT 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401www.wallacegroup.usPLANNINGCIVIL AND TRANSPORTATION ENGINEERINGCONSTRUCTION MANAGEMENTLANDSCAPE ARCHITECTUREMECHANICAL ENGINEERINGPUBLIC WORKS ADMINISTRATIONSURVEYING / GIS SOLUTIONSWATER RESOURCES®FMAP -0642-2021 (M21-004)UTILITY PLAN C-3.9SEE SHEET C-3.6 FOR DETAILSMATCHLINE THIS SHEET - MIDDLE CENTERMATCHLINETHIS SHEET - MIDDLE RIGHTMATCHLINESEE SHEET C-3.4FOR KENDALL RDDETAILSHWY 227CALTRANS R/W20' WIDE DRAINAGE EASEMENTEX 4" RAW WATER LINE TO BE ABANDONED PER CITY ENGSTD 6050. EX VALVES TO REMAIN IN OPEN POSITION. CUTAND CAP LINE AT WELL HEAD AND AT EDGE OF PUE PERPLAN. REMOVE ALL ABOVE GROUND PIPING.EX WELL 1 (DOM) TO BE DESTROYED PER SAN LUIS OBISPOCOUNTY WATER WELL DESTRUCTION PERMIT PROCESS.STORM WATER DETENTION BASIN~FLOOR ELEV= 208.0'EX 36" STORM DRAINEX 36" STORM DRAINEX 36" STORM DRAIN20' WIDE DRAINAGE EASEMENTEX 30" STORM DRAIN20' WIDE DRAINAGE EASEMENTAPN: 076-512-044APN: 076-512-033APN: 076-512-023APN: 076-512-044APN: 076-511-015N START FENCE REPAIREND FENCE REPAIREX METAL FLAT TOP PICKET FENCE TO REMAIN. REPLACE DAMAGEDPANELS AND POSTS AND INSTALL MISSING PANEL FASTENERSEX FLAT TOP METALPICKET FENCE TO REMAINSEE SHEET C-3.8 FOR DETAILS MATCHLINE SEE SHEET C-3.2 FOR DETAILSMATCHLINESEE SHEET C-3.2FOR FARMHOUSELANE DETAILSSEE SHEET C-3.6FOR MORABITOPLACE DETAILSAPN: 076-512-00202REFERENCE KEYNOTESDESCRIPTION02EX. 8" PVC SDR35 SANITARY SEWER LINE TO REMAIN. CONTRACTOR PROVIDECCTV INSPECTION PER PACP SEWER INSPECTION STANDARDS.XXXAPN: 076-512-001EX10' WIDE SEWER ESMT PER 28MB58 WITHALL WEATHER BASE ACCESS ROAD.002040(IN FEET)10GRAPHIC SCALE1 IN = 20 FTN 002040(IN FEET)10GRAPHIC SCALE1 IN = 20 FTN PARK ASSOCIATION - IMPROVEMENT PLANS BDCNFWAS NOTEDDECEMBER 2024N/ABRYA N D. CHILDRESSNo. C88775ALATTSOFECAON RFI I REGISTERE D P ROFESSIONAL ENGINEERCIVI LT 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401www.wallacegroup.usPLANNINGCIVIL AND TRANSPORTATION ENGINEERINGCONSTRUCTION MANAGEMENTLANDSCAPE ARCHITECTUREMECHANICAL ENGINEERINGPUBLIC WORKS ADMINISTRATIONSURVEYING / GIS SOLUTIONSWATER RESOURCES®FMAP -0642-2021 (M21-004)FULLER ROAD UTILITY PLAN CITY R/W (BROAD STREET)EX VALVE VAULTTO REMAINREFERENCE KEYNOTESDESCRIPTION01FLOW METER TO BE INSTALLED IN EX VALVE VAULT. SEESHEET W-2 FOR DETAILS.02POWER AND COMMUNICATIONS PEDESTAL. SEE ELECTRICALPLANS FOR DETAILS.03COMMUNICATIONS TOWER AND FOUNDATION, ROHN 65SS030OR EQUAL. SEE STRUCTURAL PLANS FOR DETAILS.044 3/8-INCH DIAMETER REMOVABLE BOLLARD. MIN SPACING3-FEET, MAX SPACING 5-FEET EDGE-TO-EDGE. SEE SHEETC-5.2 FOR DETAILS.05SUMP PUMP AND DISCHARGE PIPE. SEE SHEET W-2 FORDETAILS.XXXTIE IN TO EX ELECTRICAL. SEEELECTRICAL PLANS (E-1/E-6) FORDETAILS5.00 '01EX 250mm DI WL02FULLER ROADAPN: 053 -411 -013APN: 053 -412 -012STREET R/W PER DOCUMENT#2001-019924STREET R/W PERDOCUMENT #2001-019924C-3.100405EDGE OF CURB3.00'TYP031.50'8"ANTENA TOWER BASE.TOP OF SLAB: 169.50'POWER AND COMSPEDESTAL SLAB FF: 169.25'N00510(IN FEET)2.5GRAPHIC SCALE1 IN = 5 FT7.75 '7.75' EMPEMPSMHAUGUST 2022T 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401www.wallacegroup.usPLANNINGCIVIL AND TRANSPORTATION ENGINEERINGCONSTRUCTION MANAGEMENTLANDSCAPE ARCHITECTUREMECHANICAL ENGINEERINGPUBLIC WORKS ADMINISTRATIONSURVEYING / GIS SOLUTIONSWATER RESOURCES®No. 85233ALATTSOFECAON RFI I SAR A H M. HUFFMANCIVI L REGISTERE D P ROFESSIONAL ENGINEERRev.FMAP-0642-2021 (M21-004)1" = 20'C-4.0 - ROAD & SIDEWALK CONSTRUCTION DETAILSC-4.0 EMPEMPSMHAUGUST 2022T 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401www.wallacegroup.usPLANNINGCIVIL AND TRANSPORTATION ENGINEERINGCONSTRUCTION MANAGEMENTLANDSCAPE ARCHITECTUREMECHANICAL ENGINEERINGPUBLIC WORKS ADMINISTRATIONSURVEYING / GIS SOLUTIONSWATER RESOURCES®No. 85233ALATTSOFECAON RFI I SAR A H M. HUFFMANCIVI L REGISTERE D P ROFESSIONAL ENGINEERRev.FMAP-0642-2021 (M21-004)1" = 20'C-4.1 - ROAD & SIDEWALK CONSTRUCTION DETAILSC-4.1 EMPEMPSMHAUGUST 2022T 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401www.wallacegroup.usPLANNINGCIVIL AND TRANSPORTATION ENGINEERINGCONSTRUCTION MANAGEMENTLANDSCAPE ARCHITECTUREMECHANICAL ENGINEERINGPUBLIC WORKS ADMINISTRATIONSURVEYING / GIS SOLUTIONSWATER RESOURCES®No. 85233ALATTSOFECAON RFI I SAR A H M. HUFFMANCIVI L REGISTERE D P ROFESSIONAL ENGINEERRev.FMAP-0642-2021 (M21-004)1" = 20'C-4.2 - ROAD & SIDEWALK CONSTRUCTION DETAILSC-4.2 EMPEMPSMHAUGUST 2022T 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401www.wallacegroup.usPLANNINGCIVIL AND TRANSPORTATION ENGINEERINGCONSTRUCTION MANAGEMENTLANDSCAPE ARCHITECTUREMECHANICAL ENGINEERINGPUBLIC WORKS ADMINISTRATIONSURVEYING / GIS SOLUTIONSWATER RESOURCES®No. 85233ALATTSOFECAON RFI I SAR A H M. HUFFMANCIVI L REGISTERE D P ROFESSIONAL ENGINEERRev.FMAP-0642-2021 (M21-004)1" = 20'C-4.3 - ROAD & SIDEWALK CONSTRUCTION DETAILSC-4.3 EMPEMPSMHAUGUST 2022T 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401www.wallacegroup.usPLANNINGCIVIL AND TRANSPORTATION ENGINEERINGCONSTRUCTION MANAGEMENTLANDSCAPE ARCHITECTUREMECHANICAL ENGINEERINGPUBLIC WORKS ADMINISTRATIONSURVEYING / GIS SOLUTIONSWATER RESOURCES®No. 85233ALATTSOFECAON RFI I SAR A H M. HUFFMANCIVI L REGISTERE D P ROFESSIONAL ENGINEERRev.FMAP-0642-2021 (M21-004)1" = 20'C-4.4 - ROAD & SIDEWALK CONSTRUCTION DETAILSC-4.4 EMPEMPSMHAUGUST 2022T 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401www.wallacegroup.usPLANNINGCIVIL AND TRANSPORTATION ENGINEERINGCONSTRUCTION MANAGEMENTLANDSCAPE ARCHITECTUREMECHANICAL ENGINEERINGPUBLIC WORKS ADMINISTRATIONSURVEYING / GIS SOLUTIONSWATER RESOURCES®No. 85233ALATTSOFECAON RFI I SAR A H M. HUFFMANCIVI L REGISTERE D P ROFESSIONAL ENGINEERRev.FMAP-0642-2021 (M21-004)1" = 20'C-4.5 - ROAD & SIDEWALK CONSTRUCTION DETAILSC-4.5 CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATIONEAST AIRPORT PARK ASSOCIATION - IMPROVEMENT PLANSBDC NFW AS NOTED DECEMBER 2024 N/ABRYAN D . C HILDRES S No. C88775 A L A T T S OFE C AO NRFI IREGISTERED PR O F E SSIONAL EN G 0 - STANDARD DETAILS NTS 1 NTS 2 NTS 5 NTS 6NTS 4 NTS 3 C-5.0 CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATIONEAST AIRPORT PARK ASSOCIATION - IMPROVEMENT PLANSBDC NFW AS NOTED DECEMBER 2024 N/ABRYAN D . C HILDRES S No. C88775 A L A T T S OFE C AO NRFI IREGISTERED PR O F E SSIONAL EN G 1 - STANDARD DETAILS NTS 1 NTS 2 NTS 5 NTS 6NTS 4 NTS 3 C-5.1 CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATIONEAST AIRPORT PARK ASSOCIATION - IMPROVEMENT PLANSBDC NFW AS NOTED DECEMBER 2024 N/ABRYAN D . C HILDRES S No. C88775 A L A T T S OFE C AO NRFI IREGISTERED PR O F E SSIONAL EN G 2 - STANDARD DETAILS NTS 1 NTS 2 NTS 5 NTS 6NTS 4 NTS 3 C-5.2 - IMPROVEMENT PLANS EMPEMPSMHAUGUST 2022T 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401www.wallacegroup.usPLANNINGCIVIL AND TRANSPORTATION ENGINEERINGCONSTRUCTION MANAGEMENTLANDSCAPE ARCHITECTUREMECHANICAL ENGINEERINGPUBLIC WORKS ADMINISTRATIONSURVEYING / GIS SOLUTIONSWATER RESOURCES®No. 85233ALATTSOFECAON RFI I SAR A H M. HUFFMANCIVI L REGISTERE D P ROFESSIONAL ENGINEERFMAP-0642-2021 (M21-004)N/AC-5.3 - STANDARD DETAILSC-5.3 EMPEMPSMHAUGUST 2022T 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401www.wallacegroup.usPLANNINGCIVIL AND TRANSPORTATION ENGINEERINGCONSTRUCTION MANAGEMENTLANDSCAPE ARCHITECTUREMECHANICAL ENGINEERINGPUBLIC WORKS ADMINISTRATIONSURVEYING / GIS SOLUTIONSWATER RESOURCES®No. 85233ALATTSOFECAON RFI I SAR A H M. HUFFMANCIVI L REGISTERE D P ROFESSIONAL ENGINEERFMAP-0642-2021 (M21-004)1" = 5'C-6.0 - CURB RAMP CONSTRUCTION DETAILSC-6.0 EMPEMPSMHAUGUST 2022T 805 544-4011 F 805 544-4294612 CLARION COURTSAN LUIS OBISPO, CA 93401www.wallacegroup.usPLANNINGCIVIL AND TRANSPORTATION ENGINEERINGCONSTRUCTION MANAGEMENTLANDSCAPE ARCHITECTUREMECHANICAL ENGINEERINGPUBLIC WORKS ADMINISTRATIONSURVEYING / GIS SOLUTIONSWATER RESOURCES®No. 85233ALATTSOFECAON RFI I SAR A H M. HUFFMANCIVI L REGISTERE D P ROFESSIONAL ENGINEERFMAP-0642-2021 (M21-004)1" = 5'C-6.1 - CURB RAMP CONSTRUCTION DETAILSC-6.1 CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATIONEAST AIRPORT PARK ASSOCIATION - IMPROVEMENT PLANSBDC NFW AS NOTED DECEMBER 2024 N/ABRYAN D . C HILDRES S No. C88775 A L A T T S OFE C AO NRFI IREGISTERED PR O F E SSIONAL EN G SAFETY STDS. 01 01 01 01 W-1 8' MIN 8' MIN 8' MIN 02 8' MIN8' MIN CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATIONEAST AIRPORT PARK ASSOCIATION - IMPROVEMENT PLANSBDC NFW AS NOTED DECEMBER 2024 N/ABRYAN D . C HILDRES S No. C88775 A L A T T S OFE C AO NRFI IREGISTERED PR O F E SSIONAL EN G 250MM DIP MJ x MJ 90° BEND (TYP) EX PIPE SUPPORT TO REMAIN (TYP) W-2 185.16'EX INV. ELEV: 194.37'WW-1 3 WW-1 3 WW-1 CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATIONEAST AIRPORT PARK ASSOCIATION - IMPROVEMENT PLANSGNO 3W, NEMA 3R LOW VOLTAGE DIVIDER 2 3 4 SUMP PUMP KIT FROM TOWER MANUFACTURER. (TYP. OF 3) ANTENNA TOWER TOWER FOUNDATION #2 BARE COPPER GROUND BONDS. (TYP. OF 3) CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATIONEAST AIRPORT PARK ASSOCIATION - IMPROVEMENT PLANSGNO ORBIT UNLICENSED 900MHz - MXNCU91N4GYNNS1FIDUNN 4. ETHERNET SWITCH - ALLEN BRADLEY 5-PORT 24VDC - 1783-US5T 5. UPS - EATON 9SX-700 WITH NETWORK-M2 CARD. X RADIO1 2 34 5 CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATIONEAST AIRPORT PARK ASSOCIATION - IMPROVEMENT PLANSGNO DIAGRAMC 24VDC POWER SEE DWG E-3 24VDC+24VDC-GND CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATIONEAST AIRPORT PARK ASSOCIATION - IMPROVEMENT PLANSGNO GNO AS NOTED July 26, 2022 N/A OTTO ELECTRICAL, INC. SAN LUIS OBISPO, CA GOTTO@OTTOELECTRICAL.COM 805.459.4329 SECTION 26 05 19 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of this Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Wires and cables. 2. Connectors. 3. Lugs and pads. 4. SO cable. 1.3 SYSTEM DESCRIPTION A. Provide wires, cables, connectors, lugs, strain reliefs, racking insulators for a complete and operational electrical system. 1.4 SUBMITTALS A. Provide product data for the following equipment: 1. Wires. 2. Cables. 3. Connectors. 4. Lugs. 5. Splice Kits. 6. Strain Relief Fittings. 7. Cable Racking and Insulators. B. Provide the insulation cable testing report in the project closeout documentation, refer to Closeout Requirements in the General Conditions portion of this specification. 1.5 REGULATORY REQUIREMENTS A. Conform to requirements of the NEC, latest adopted version with amendments by local Authority Having Jurisdiction (AHJ). B. Furnish products listed by UL or other testing firm acceptable to AHJ. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Wires and Cables: General Cable, Okonite, Southwire, or approved equal. B. Connectors: Burndy, Ilsco, Thomas & Betts, or approved equal. C. Wire connectors shall be minimum 75 degree centigrade rated and properly sized for the number of conductors being connected, terminated, spliced etc. All above grade connectors shall be solderless lug or plastic wire nut type, screw on, pressure cable type (wire nut or spring nut type), 600 volt, 105 degree C, with skirt to cover all portions of stripped wires. Connector shall be U.L. rated for number and size of conductors being joined together as a splice. D. Splices: 1. Branch Circuit Splices: Ideal, Scotch-Lock, 3M, or approved. 2. Feeder Splices: Compression barrel splice with two layers Scotch 23 and four layers of Scotch 33+ as vapor barrier. 3. Screw Terminal Lugs. 4. Kearney Split Bolt. 2.2 WIRES AND CABLES FOR LINE VOLTAGE SYSTEM AND CONTROLS. WIRE AND CABLE SHALL BE: A. Copper, 600 volt rated throughout. Conductors 14AWG to 10AWG, solid or stranded. Conductors 8AWG and larger, stranded. B. Phase color to be consistent at all feeder terminations; A_B_C, top to bottom, left to right, front to back. Phasing tape shall be permitted on sizes #6 and larger. C. Color Code Conductors as Follows: PHASE 208 VOLT 240 VOLT DELTA 480 VOLT A Black Black Brown B Red Orange (High Leg)Orange C Blue Blue Yellow Neutral White White Gray Ground Green Green Green Isolated Ground Green w/yellow trace Green w/yellow trace N/A D. All conductors shall be copper unless otherwise noted. Minimum size for individual conductors shall be #12 AWG unless otherwise noted. Sizes #8 AWG and larger shall be stranded conductor. Individual conductors shall be insulated with type, XHHW, THW, THHN/THWN 600-volt insulation unless otherwise noted. Control, signal, communication conductors shall be as dictated by the vendor of that equipment or as specified here-in. Proper insulation type shall be used for the proper environmental application (i.e., waterproof, wet location, plenum, temperature rated). If a condition exists where the application is uncertain, contact the Engineer for direction. Contractor is responsible to follow specific cabling requirements described in other sections of this specification relative to various communications and controls systems as well as the respective riser diagrams shown on plans. If a discrepancy occurs, communicate such discrepancy to the Architect and Engineer immediately for resolution. E. Insulation types THWN, THHN or XHHW. Minimum insulation rating of 90C for branch circuits. F. SO Cable: Annealed copper conductors, 600 volt rated. Minimum Size No. 12, with ground wire. Maximum of six conductors and ground per cable. 90C rated thermoset jacket. G. Refer to signal and communications specification sections for cable requirements. 2.3 CONNECTORS A. Copper Pads: Drilled and tapped for multiple conductor terminals. B. Lugs: Indent/compression type for use with stranded branch circuit or control conductors. C. Solid Conductor Branch Circuits: Spring connectors, wire nuts, for conductors 18 through 8AWG. 2.4 LUGS AND PADS A. Ampacity: Cross-sectional area of pad for multiple conductor terminations to match ampere rating of panelboard bus or equipment line terminals. PART 3 - EXECUTION 3.1 INSTALLATION A. Installation: Conductors shall not be installed until after conduit systems are permanently in place. Use an approved non hardening type wire pulling lubricant if lubricant is to be used. Maintain all conduits and wire pulls free from foreign material. If due to field conditions, more than a total of 300 degrees of bend are required; a pull box shall be furnished and installed for ease of installation. Said pull boxes must be sized and rated for the appropriate application and must remain easily accessible upon completion of the project (approval of the location shall be obtained from the Architect prior to installation). Show these pullboxes on the field record drawings. Conductors installed in underground raceways on site shall be duct sealed and taped where they exit the raceway to prevent the entrance of foreign material and moisture after the conductors are installed. Proper drainage shall be provided for underground pull and splice boxes. B. Insulation: Use proper insulation types where temperature and environment are a factor. C. Splices at or below grade level shall be made with wet location rated and approved mechanical connectors and shall be encapsulated in epoxy or plastic molded poured kits. The connections must be assured to be watertight. Splices at or below grade shall always be avoided and minimized. Prior approval is required for feeder splices below grade. Submit proposed materials and exhibit showing location of intended splices for Engineer's review and approval prior to commencing with the work. D. Labeling: All conductors in panels, switchboards, terminal cabinets, vaults, pull boxes, and junction boxes shall be labeled with tape number markers indicating circuit number and identifying system. All labeling shall be permanent. In manholes and vaults, provide embossed brass tags identifying system serviced and function. E. All conductors, wiring, cable where installed below floor, slab or underground shall be considered wet locations, and shall be rated accordingly. Non waterproof cabling is not allowed in any below grade or wet application. F. Cables routed together in cable tray shall be stacked, organized and tie wrapped together in a neat and workman like manner. Random cable routing is not acceptable. G. Cable and conductors routed through pull boxes and vaults shall be properly supported on porcelain or equal insulators mounted on steel rack inserts. Bend radius of cable or conductor shall not be less than six times the overall cable diameter. H. Wires and Cables: 1. Conductor Installation: a. Install conductors in raceways having adequate, code size cross-sectional area for wires indicated. b. Install conductors with care to avoid damage to insulation. c. Do not apply greater tension on conductors than recommended by manufacturer during installation. d. Use of pulling compounds is permitted. Clean residue from exposed conductors and raceway entrances after conductor installation. 2. Conductor Size and Quantity: a. Install no conductors smaller than 12AWG unless otherwise shown. b. Provide all required conductors for a fully operable system. 3. Provide dedicated neutrals (one neutral conductor for each phase conductor) in the following single phase circuits: a. Dimmer controlled circuits. b. Isolated ground circuits. c. Ground fault and arc fault protected circuits where a GFI and arc fault breakers are used in panelboards. d. Other electronic equipment which produces a high level of harmonic distortion including but not limited to computers, printers, plotters, copy machines, fax machines, where indicated. 4. Conductors in Cabinets: a. Cable and train all wires in panels and cabinets for power and control neatly and uniformly. Use plastic ties in panels and cabinets. b. Tie and bundle feeder conductors in wireways of panelboards. c. Hold conductors away from sharp metal edges. d. Connectors: Retighten mechanical type lugs and connectors for conductors to equipment prior to Notice of Completion. 3.2 FIELD QUALITY CONTROL A. Tests: 1. Test conductor insulation on feeders of 400 amp and greater for conformity with 1000 volt megohmmeter. Use Insulated Cable Engineers Association testing procedures. Minimum insulation resistance acceptable is 1 megohm for systems 600 volts and below. 2. Test Report: Prepare a typed tabular report indicating the testing instrument, the feeder tested, amperage rating of the feeder, insulation type, voltage, the approximate length of the feeder, conduit type, and the measured resistance of the megohmmeter test. Submit report with operating and maintenance manual. END OF SECTION SECTION 26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of this Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Conduit and fittings. 2. Weatherproof outlet boxes. 3. Junction and pull boxes. 4. Cabinets, termination cabinets. 5. Concrete boxes and vaults. 6. Hazardous Location: Sealing Fitting B. Related Work: 1. Installation of all wire, cable, conductor, boxes/gutters, pull ropes, fiber optic cable raceway, conduit, innerduct, cable sleeve and duct as described on the plans and/or as specified here-in. This scope shall include pathways to be installed underground on site and offsite, underslab, above grade, both concealed and exposed, overhead concealed and exposed as appropriately applied. Raceways/boxes shall be installed in accordance with their intended and allowed uses and as specified here-in whichever is more restrictive. Size and capacity of all raceway/boxes shall be as specified here-in or as depicted on the drawings, but shall not be less than that required by code. Larger raceway sizes may be specified than code would permit. The specifications shall govern. 2. Listed products for termination, coupling, extending, benching supports of raceways shall be used. 3. Raceways/boxes described by this section shall include, but not be limited to, power for site utilities, site communications, controls, data system, power distribution, lighting, lighting controls, and other low voltage/communications systems controls as may be required. Raceways, boxes and duct paths required for utility companies shall be installed per plans unless utility company requirements are more restrictive at which time those requirements shall take precedence. 4. Protection of and cleanliness of pathways and raceways must be assured during the construction process in order to eliminate the possibility of debris entering the conduit, duct, pathway resulting in decreased wire capacity and potential damage to installed conductors and cables. 5. Pathways are shown in a diagrammatic way and are generally accurate as to routing, however, it is the Contractor's responsibility as a means and methods process to coordinate with all other trades that require space within a building. The Contractor shall obtain approval for installation of raceways routing through structural footings, retaining walls, columns, beams, perlins, grade beams, etc. 6. Trenching and backfilling for all underground conduit systems installed by the Electrical Contractor shall be the responsibility of the Contractor. Conduits shall have minimum cover requirement of 18” below finish grade. More stringent depth requirements may be imposed by the local agency and utility company and shall be adhered to, and / or this specification or as detailed on the plans. Joint trenching may be utilized where practicable and where permitted by this specification. Concrete, native material and sand shall be used as backfill material and shall be compacted in accordance with and coordinated with the grading and site preparation requirements. Conduits shall rest in a minimum of 4” bed of sand prior to backfill and compaction. 7. Minimum conduit size shall be 1/2" except if plan shows or code requires larger size. Exception: Use minimum 3/4" for underslab and below grade applications outside of building exterior walls. 8. All electrical, control, communications systems shall be installed in conduit system. 9. All conduit, concrete pads, underground concrete or fiberglass substructures shall be furnished and installed with the approved materials and type for the application. Provide proper traffic control during construction as well as barriers and protection of all excavations and trenching. 10. Empty or future conduits shall be properly plugged with plastic caps or inserts with a 3/8” polyethylene pull rope. Plastic or "duct" tape will not be acceptable. 11. Exterior installations: After conductors are installed, seal conduit ends to prevent entrance of foreign material using pliable duct seal, caps or waterproof expanding foam. 12. Underground conduits entering building shall have the open end of conduit within building above the elevation of the conduit outside the building such that water cannot enter building through conduit. If such a condition exists, a pull box outside of building footprint shall be installed in conduit route before conduit enters building whereby top of pull box is below finish floor of building and moisture may exit box before entering building. 13. No single conduit run of any type shall exceed 300 degrees of radius bend from termination box to termination box. 14. Separate Raceway System: Provide a separate dedicated raceway system for each system installed, do not combine different systems into a raceway or cable tray system, unless otherwise noted or allowed. 15. Spare, Future Conduits: Conduits labeled conduit only, spare, or for future use, shall be provided with a pullrope, capped at each end, labeled as spare with destination marked, and turned over to the Owner in an unused state. Contractor shall not utilize these conduits for the installation of cabling or conductors as part of this scope of work. Contractor to verify and install at no additional cost to the Owner, additional conduits as required for the installation of the systems being installed. 16. Outlet System: Provide electrical boxes and fittings as required for a complete installation. Including but not limited to outlet boxes, junction boxes, pull boxes, bushings, locknuts, covers and all other necessary components. 17. Code Compliance: Comply with CEC as applicable to construction and installation of electrical boxes and fittings and size boxes according to CEC 312, 314 and 366 except as noted otherwise. 18. Outlets to be flush mounted: Maintain integrity of insulation and vapor barrier. Unless otherwise noted, flush mount all outlet boxes. 1.3 REGULATORY REQUIREMENTS A. Conform to requirements of the NEC, latest adopted version with amendments by local AHJs. B. Furnish products listed by UL or other independent and nationally recognized testing firm. PART 2 - PRODUCTS 2.1 MATERIALS A. Heavy wall Rigid Non-Metallic Conduit, shall be PVC schedule 40 manufactured in accordance with NEMA Standard TC-2, UL-651 and WC 1094A specifications. B. Extra heavy wall non-metallic conduit, shall be PVC schedule 80 manufactured in accordance with NEMA Standard TC-2, UL-651 and WC 1094A specifications. C. Galvanized Rigid Steel (GRS) conduit shall be hot dipped galvanized, zinc coated and shall comply with Underwriters Laboratories UL-6, ANSI Specification C-80.1 and Federal Specification WW-C-581E. D. Liquid tight flexible metal conduit shall have a thermoplastic cover over a galvanized steel core containing an integral copper ground in sizes to 1 1/4" and shall be in compliance with UL standards and CEC Article 350. E. Manufacturers: 1. Outlet Boxes: Bowers, Raco, Steel City or equal. 2. Weatherproof Outlet Boxes: Bell, Red Dot, [Carlon] or equal. 3. Junction and Pull Boxes: Circle AW, Hoffman, Wireguard or equal. 4. Conduit Fittings: O-Z Gedney, Thomas & Betts, or equal. 5. Vaults: Christy, Brooks, Utility Vault or equal. 6. Heavy wall rigid non-metallic conduit, Carlon, Certainteed, R&G Sloane or equal. 7. Extra heavy wall non-metallic conduit, Carlon, Certainteed, R&G Sloane or equal. 8. Galvanized Rigid Steel (GRS) conduit shall be hot dipped galvanized, zinc coated and shall comply with Underwriters Laboratories UL-6, ANSI Specification C-80.1 and Federal Specification WW-C-581E. 9. Liquid tight flexible metal conduit, Anacanda (type UA), Electri-flex Liquatite or equal. 10. Exterior In-Grade Boxes for Non-Utility Company, Precast concrete or polymer concrete, Utility Vault and Christy. 11. Hazardous Location: Sealing Fitting - Killark, Crouse-Hinds or Appleton. 2.2 OUTLET BOXES A. NEMA 1 gutter, junction and pull boxes shall be fabricated from code gage steel finished in grey enamel with screw cover fronts and concentric knockouts in all sides. B. NEMA 3R gutter, junction and pull boxes shall be fabricated from code gage galvanized steel with screw cover fronts and concentric knockouts in the bottom only. Any penetrations to the side, top or back shall be weatherproofed in an approved manner such as “MYERS” gasketed type hub or equal. C. Steel outlet boxes and plaster rings shall be galvanized rigid assemblies, either one piece pressed or factory welded construction containing the size and number of knockouts required. Steel outlet boxes shall be manufactured, sized and installed in accordance with CEC Article 314. Device Outlet: Installation of one or two devices at common location, minimum 4” square, minimum 1 1/2" deep. Single or 2 gang flush device plaster ring. Raco Series 681 and 686 or equal. D. Luminaire Outlet: minimum 4” square with correct plaster ring depth, minimum 1 1/2” deep with 3/8” luminaire stud if required. Provide proper depth plaster ring on bracket outlets and on ceiling outlets. E. Multiple Devices: Three or more devices at common location. Install 1 piece gang boxes with 1 piece device plastering. Install one device per gang unless otherwise allowed. F. Construction: Provide galvanized steel interior outlet wiring boxes, of the type, shape and size, including depth of box, to suit each respective location and installation; constructed with stamped knockouts in back and sides, and with threaded holes with screws for securing box covers or wiring devices. Boxes shall be properly secured to the structure such that they are flush with the finish surface. Boxes shall be made structurally secure by means of the proper fastening devices. G. Accessories: Provide outlet box accessories as required for each installation, including mounting brackets, wallboard hangers, extension rings, plaster rings, luminaire studs, cable clamps and metal straps for supporting outlet boxes, compatible with outlet boxes being used and meeting requirements of individual wiring situations. 2.3 WEATHERPROOF OUTLET BOXES A. Construction: Provide corrosion-resistant cast iron, with zinc finish, weatherproof outlet wiring boxes, of the type, shape and size, including depth of box, with threaded conduit ends, cast metal face plate with spring-hinged waterproof cap suitably configured for each application, including face plate gasket, blank plugs and corrosion proof fasteners. Weatherproof boxes to be constructed to have smooth sides, zinc, galvanized finish. B. Surface mounted die cast aluminum device boxes shall be provided with screw holes to accommodate cast device covers. C. Cover plates on outlet boxes mounted flush in the wall shall be gasketed to the wall in a watertight manner. Weatherproof boxes in wet locations as described in CEC 406.8 (B) shall be provided with a “while-in-use” cover; red dot 'CK' Series of aluminum die-cast construction, NEMA 3R, with lacquer finish. 2.4 JUNCTION AND PULL BOXES A. Construction: Provide galvanized sheet steel junction and pull boxes, with screw-on covers; of the type shape and size, to suit each respective location and installation; with welded seams and equipped with steel nuts, bolts, screws and washers. B. Location: 1. Install junction boxes above accessible ceilings for drops into walls for receptacle outlets from overhead. 2. Install junction boxes and pull boxes as required to facilitate the installation of conductors and limiting the accumulated angular sum of bends between boxes, cabinets and appliances to 300 degrees. 3. Locations: Junction boxes shall be located only where necessary and only in equipment rooms, closets, and accessible attic and underfloor spaces. A horizontal distance of 24” shall separate outlet boxes on opposite sides of occupancy separation walls, fire-rated walls or partitions. 4. Labeling: Junction box covers shall be marked with indelible ink indicated the circuit numbers passing through the box. 2.5 CONDUIT FITTINGS A. Requirements: Provide corrosion-resistant punched-steel box knockout closures, conduit locknuts and plastic conduit bushings of the type and size to suit each respective use and installation. B. Steel boxes may allow for field knock-out modifications, but shall in all other ways conform to code requirements. 2.6 EXTERIOR IN-GRADE BOXES FOR NON-UTILITY COMPANY USE SHALL BE: A. Precast concrete or polymer concrete type with full bottoms and draining into gravel drywell. . Open bottom splice/pull boxes 24” x 36” and smaller shall be open bottom, with minimum 12” of gravel below for drainage. B. Flushmount in hardscape and 1” above grade in softscape. C. Provided with correct traffic type lid, i.e., full vehicular, intermediate incidental vehicular or pedestrian-rated as applicable stamped with “ELECTRIC”, “LIGHTING”, COMMUNICATIONS”, etc. cover identification as shown on the drawings or as applicable. All boxes or vaults located in streets, driveways, sidewalks wider than 8', and turf areas where mowing takes place shall be traffic rated. D. Provided with brass hold-down bolts in cover. E. Provided with necessary box extensions to gain proper depth. F. Seal all conduit in underground boxes with duct seal after conductors have been installed. 2.7 HAZARDOUS LOCATION SEALING FITTING A. Copper free aluminum gas seal fitting to prevent passage of gases and vapor through electrical conduit. B. Provide proper sealing fitting listed for the hazard classification and orientation of installation. C. Include a drain canal and drain plug in installations which have a probability that liquid or vapor condensation may be trapped in raceway. D. Splices are not allowed in sealing fitting. E. Install packing fiber and sealing compound per manufacturers recommendations. PART 3 - EXECUTION 3.1 INSTALLATION A. Conduit systems listed below are for use in installations where they are permitted to be used by CEC and/or other occupancy restrictions. The below installation methods do not intend to suggest that these materials be installed in conflict with any applicable code. Special attention to applications shall be made in building types such as Educational, Health Care, wet location, hazardous locations, assembly occupancy and multi-story, but not limited to these. Requirements which are more restrictive than the CEC may be called for by the drawings and / or these specifications. These requirements must be adhered to. The Electrical Contractor shall be responsible to use the proper conduit system for the application. Exposed conduit is not allowed below ceilings or above slab of floor, without the permission and approval of the Architect. All conduits shall be concealed except in electrical and telecommunication rooms or where shown to be surface mounted. Exposed conduit (where allowed) shall be run square and plumb with building lines in an approved manner. Support roofmount conduits, where allowed, with minimum 12” wide redwood blocks set in mastic unless otherwise detailed in roof requirements or as specified in roofing specification, by the Architect. Strap conduits to blocks with proper sized conduit straps. Spacing of support shall be a minimum as provided for in the NEC. All exposed conduit mounted below 8' above finished grade shall be strapped at a minimum of 5' spacing. B. Non-Metallic Rigid Conduit shall be used in concrete slabs, below concrete slabs on grade, or underground outside of a building slab or foundation. Maintain minimum depth requirements and cover with appropriate fill material. Minimum 4” of bedding and cover of backfill material 1/4" size grain and smaller maximum. Conduit shall be heavy wall Schedule 40 or 80, rigid PVC only. Rigid utility P&C duct shall not be used in any application. Properly sized grounding conductors shall be installed per CEC article 250, in all non-metallic conduit branch circuit and feeder runs. PVC conduit shall be formed or field bent only with the use of properly approved bending tools such as to not decrease the internal bore of the conduit. All conduits shall be cut square and reamed of burrs. Approved and compatible glue shall be used on all PVC fittings to attain watertight joints. All non-metallic conduit runs over 150' in length and over 1 1/4" trade size conduit shall utilize galvanized rigid steel elbows. C. Galvanized Rigid Steel (GRS) conduit shall be used where exposed less than 8'-0” above finished grade to 18” below finished grade and where subject to physical damage. Conduits shall be cut square and reamed to remove burrs and sharp edges. Strap conduit below 8' above grade at 5' intervals. Unless otherwise noted, threadless setscrew and threadless weathertight fittings may be used in lieu of threaded fittings. All threaded ends entering a junction box of any type shall require one locknut on the inside and one on the outside of the enclosure and be provided with a plastic bushing or grounding bushing where necessary for proper grounding. Where exposed to moisture, a watertight hub or other approved method shall be required. All conduits shall be stubbed up straight and uniform into junction boxes, panels, cabinets, etc., and shall be (GRS) properly supported and strapped. All GRS conduit located below grade, shall be tape wrapped. D. Flexible conduit may be used where concealed in building construction or above dropped ceilings, but shall meet the following criteria: No individual circuit path from distribution panel to last device shall exceed a cumulative length of 30' of flexible conduit from start to end. Flexible conduit shall not exceed a total directional change of 270 bending degrees in any one run between conduit terminations. Squeeze type or Jake type steel flex fittings of a grounding type are required. Flexible conduit must be supported in accordance with NEC. Where exposed to the weather, moisture, or spray down flexible conduit shall be of the liquidtight type. Fittings shall be manufactured for use with liquidtight flexible conduit. All motor connections shall be made with liquidtight flex. Flexible conduit may not be used where exposed except for last 2' of equipment connection and unless otherwise noted or approved. A copper ground wire sized per CEC 250-122 shall be installed in all flexible conduit runs. Flexible conduit may not be used exposed. Weatherproof liquid tight conduit shall not be used at roof level for equipment connections with lengths exceeding 24” nor shall it be used to circumvent a rigid conduit system in a horizontal direction. Connect recessed lighting fixtures to conduit runs with a maximum of 6' of flexible metal conduit extending from junction box to fixture. “Master” “Slave” fixtures are permitted to use manufactured flexible cable of longer dimension up to 12' between “Master” and “Slave” only and only as a U.L. listed system component. E. Underground conduits and transition to above grade/slab shall be as follows: 1. PVC elbows allowed if top of elbow is minimum 18” BFG or below top of slab, otherwise GRS elbows are required. 2. GRS elbows are required if conduit run is 150' or greater. 3. GRS risers are required from elbow below grade to equipment (device, outlet, panel, cabinet, etc.) above grade. 4. GRS elbows/risers to be PVC coated or 10 MIL taped wrapped (1/2” lapped) to 3” above finish grade or top of slab. F. Conduit Supports: Conduit runs may be supported by one-hole and two-hole straps or supports as manufactured by Unistrut, Minerallac, Caddy or equals. Supports may be fastened by means of anchors, shields, beam clamps, toggle bolts, or other approved methods appropriate for the application and size of conduit. Pipe nailers (J-hooks) may only be used for 1” conduit and smaller and only in wood frame construction. Conduit support methods are subject to review by the engineer and authority having jurisdiction for adequacy. Installations deemed inadequate shall be corrected by the contractor at no cost to the Owner. G. Bends and offsets shall be made with approved tools for the type of conduit being utilized. Bends shall be made without kinking or destroying the smooth bore of the conduit. Parallel conduits shall be run straight and true with bends uniform and symmetrical. Minimum radii shall be per CEC 344-24. H. Conduit Stub-outs below grade shall be capped with plastic cap, and identified by placing a pull box marked with correctly identified utility such as “Elec”, “Tel”, etc. Dimension for exact location on field record drawings. Provide lids for proper field application (i.e. traffic, incidental, pedestrian). I. Conduit Seals: Where below grade conduits enter structure through slab or retaining wall of building or basement, seal the inside of each conduit as follows: 1. Provide damming material around conductors 3” into conduit. 2. Fill 3” of conduit with 3M #2123 sealing compound. 3. Wrap conductors where they exit the conduit with 3M #2229 "Scotch Seal" mastic tape. Lap tape to approximate diameter of the raceway and wrap outside of conduit opening with (minimum) one turn. 4. Use conduit sealing bushings type CSB (O-Z/Gedney) or equal. 5. Empty conduits shall be sealed with standard non-hardening duct seal compound and then capped to prevent entrance of moisture and gases and to meet fire resistance requirements. 6. Provide cable drip loop minimum 12” high. J. Marker tape: Place plastic yellow marker tape at 12” below finish grade along and above buried conduits. Label tape "CAUTION: ELECTRICAL LINES BELOW" or similar wording. K. Conduits for high voltage (12kv) systems shall be separated from all other conduits by a minimum of 12”. All power system conduits shall be separated from low voltage systems by a minimum of 12” when running parallel to each other and no less than 6” when running perpendicular to each other at conduit crossings. L. Medium voltage system conduits including 4,000 volt and above, shall be installed in conduit systems or duct banks that are concrete encased by a minimum of 3” of concrete. Depth of conduits shall remain as specified elsewhere in this specification or as required by the NEC. M. Electrical and communications systems raceways routed underground shall not occupy the same trench as plumbing utilities such as sewer, water, storm drain, gas or other wet or dry gaseous utility system. A minimum of 12” of undisturbed earth is required. Where utilities must cross in closer proximity to each other due to physical constraints, 6” minimum crossing distances are allowed, however 18” on all sides of a utility crossing must be concrete encased. N. Duct bank defined here-in shall be four or more conduits in a common trench, conduit spacers and saddles shall be required in all trenches where more than two conduits over 2” in diameter travel in the same trench. Proper spacing between systems as outlined above shall be required and spacers shall be located each 5' (maximum) along trench route from point to point. O. Conduits, routed below footings, slabs, grade beams, columns, and other structural elements shall be installed in strict compliance with structural details and criteria shown on structural plans. Clearances below structural elements and sleeves through structural elements must be carefully planned to avoid conflict and must be approved by the structural engineer if conflict arises. P. Location: Locate boxes and conduit bodies so as to ensure accessibility of electrical wiring. Q. Anchoring: Secure boxes rigidly to the substrate upon which they are being mounted, or solidly embed boxes in concrete or masonry. R. Special Application: Provide weatherproof outlets for locations exposed to weather or moisture. S. Knockout Closures: Provide knockout closures to cap unused knockout holes where blanks have been removed. T. Size outlet and junction boxes to minimum wire fill space requirements. Upsize box as required to allow ease of wire installation and device installation. END OF SECTION SECTION 26 27 16 ELECTRICAL CABINETS AND ENCLOSURES PART 1 - GENERAL 1.01 DESCRIPTION A. This specification section includes furnishing the materials and specialized equipment, and the shop fabrication, installation and testing of a fully integrated PLC based SCADA Panel. B. This SCADA Panel shall include the standardized hardware, software and required components specified herein and as indicated on the drawings. 1.02 CITY STANDARDS FOR SCADA PANEL CONFIGURATION The Contractor shall follow the SCADA Panel layout and configuration shown on the drawings to maintain a common template for operations and maintenance staff. The Contractor shall be responsible to label the wires based on software application and loop tagging used in the PLC program for corresponding input or output. 1.03 SUBMITTALS A.Submit record of discrepancies noted between remote facility conditions and information in Contract Documents. B.Submit a complete list of equipment, materials, including: 1.Panel configuration with internal panel layouts showing the configuration and the equipment installed. Indicate spacing and dimensions. 2.Provide schematic diagrams showing all equipment in the SCADA Panel including internal wiring of subassemblies. Diagrams of subassemblies may be furnished on separate sheets. 3.Submit shop drawings showing physical layout of equipment in PLC equipment cabinet. Include location of equipment and physical routing of wiring. 4.Identify each device by a unique number or number-letter combination referenced to the Bill of Materials. 5.Conductor Identification: Identify each conductor by a consecutive unique number, letter, or number-letter combination per drawings. Each conductor shall have the same identification at all terminals and tie points. Conductors connected to the same terminal or tie point shall have the same identification. 6.Provide interconnection drawings for field wiring. 7.Catalog cuts of all devices used. 8.Nameplates, designations, sizes, and mounting methods. C.Informational Submittals 1.Qualifications: Contractor: Minimum of 5 years' experience providing, integrating, installing, and commissioning of similar size and scope systems. Contractor must have UL508A certified panel shop for build of panels required under this contract. 1.04 OPERATIONS AND MAINTENANCE MANUALS A. Submit operation and maintenance manuals for devices associated with cabinet. B.Submit as-built drawings for SCADA installations. Include a bill of materials, and show the physical layout of equipment in cabinet and physical routing of field wiring incorporating any manufacturing or field changes. 1.05 AUTOCAD RECORD DRAWINGS A. Provide three identical copies of the record drawings of the SCADA installation on CD- ROM using AutoCAD drafting software, Release 2000 or newer version as approved by City. B.The drawings shall reference all wire numbers, wire colors, terminal block numbers and also tag names coded for all cables, conduits, wireways and all components and equipment. Methodology for assigning tag names for components and equipment shall be based on ANSI/ISA Standard 5.1-1984. 1.06CONTRACT CLOSEOUT A.Provide manufacturer's warranty certificates for items supplied under this section. PART 2 - PRODUCTS 2.01 SCADA CONTROL PANEL ENCLOSURE A. Control Panel Enclosure for the SCADA Panel shall be a painted steel enclosure sized as indicated on drawings. Enclosure shall be Hoffman, or City approved equal. B. Where the SCADA Panel is installed outdoors and not at Whale Rock locations, the enclosure shall be rated for outdoor use and shall have a minimum NEMA 4 rating. C. All SCADA Panel enclosures installed at the Whale Rock locations shall be rated for outdoor use and shall have a minimum NEMA 4X rating. D. Where the SCADA Panel is installed indoors, the enclosure shall be rated for indoor use and shall have a minimum NEMA 12 rating. Where typical drawings show NEMA 3R model number, use comparable size NEMA 12 panel. E.For all panels mounted outdoors and in public areas, provide swing-out panel kit for secure mounting of OIT. The outer panel shall provide physical and application security. All outer panels shall be lockable, with quick-release connections for swing-out panels. 2.02 SCADA CONTROL PANEL WIRING A.All wiring within the SCADA Panel shall be No. 14 AWG conductor size unless otherwise shown on the SCADA Power Supply drawing. Colors shall be shown on the submittal for approval by the City. B.Internal Panel Wiring Colors: 1. AC Power Distribution, ungrounded: Black 2. AC Power Distribution, grounded: White 3. AC Control Circuits, ungrounded: Red 4. AC Control Circuits, grounded: White 5. DC Power and Control, ungrounded : Blue 6. DC Power and Control, grounded: White with Blue stripe 7. Other and in agreement with manufacturer's wiring diagrams as stated on manufactured drawing legend. 8. Where conflicts between UL508A standard and colors listed above, coordinate with Engineer, but UL508A will take precedence.ELECTRICAL SPECIFICATIONSE-5 CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATIONEAST AIRPORT PARK ASSOCIATION - IMPROVEMENT PLANSGNO GNO AS NOTED July 26, 2022 N/A OTTO ELECTRICAL, INC. SAN LUIS OBISPO, CA GOTTO@OTTOELECTRICAL.COM 805.459.4329 C.Analog terminal blocks shall be “fused” type on the positive side of the loop (white wire) with “knife” blade type terminal blocks for the negative side of the loop (black wire). D.Control cables shall be as specified in Section 26 05 19. E.Instrumentation signal cables shall be as required by equipment manufacturer. 2.03 MARKING A. Identify wire terminations with a number to correspond with the schematic diagrams, or PLC register assignment. Identification tags shall be preprinted white heat shrinkable tubing, Raychem Thermofit TMS or equivalent. B.Plainly and permanently identify control devices using the same identification as shown on the schematic diagrams. Show identification for devices inside the enclosure on the plate adjacent to, not on, the device. 1.Exception No. 1: Where the size or location of the devices makes individual identification impractical, such as on electronic assemblies, use group identification. 2. Exception No. 2: Where panel layouts do not permit mounting identification plates adjacent to components, such as relays, place the permanent relay identification on the relay where it is plainly visible, and provide a second identification on the top of the panel wireway cover directly below the relay. Identify the wireway covers to show their proper location. C. Identification plates for devices mounted inside and outside the control enclosure shall be one of the following: 1. Laminated phenolic for engraving stock; a minimum of 0.062 inch thick. Hold plates in place with metallic drive screws or the equivalent. Use permanent adhesives for attaching nameplates to wireway covers. 2.Non-corrodible metal; a minimum of 0.031 inch thick for engraving stock of 0.012 inch thick for embossing stock. Hold plates in place with metallic drive screws. 2.04 TERMINAL BLOCKS AT SCADA PANEL A.Provide terminal blocks for incoming and outgoing control wires. Wire and mount terminal blocks so that internal and external wiring do not cross over the terminals. Terminate no more than two conductors at each terminal. All terminal blocks are to be labeled. B.Terminate field wiring on the "field side" of the terminal blocks. Do not connect internal panel wiring to the "field side" of the terminal blocks. Do not connect field wiring to the "panel side" of the terminal block. C. Terminal blocks shall be modular, raised rail mounted, rated at 10 A, 300 V, capable of terminating wire sizes 12 through 18 AWG, constructed of thermoplastic and UL listed in accordance with UL 486A and 1059. Provide copper or brass current carrying parts electroplated with tin/lead. Terminal connection shall be a screw clamp pressure plate connection, designed such that the clamping screw does not clamp the screw directly to the wire. D.Analog terminal blocks shall be fused type on the positive side of the loop with knife blade type terminal blocks for the negative side of the loop. Provide fused terminal blocks where indicated. E. Provide symmetric steel assembly raised rails (so top face of terminal blocks are even with raceway face), end brackets, jumper devices, and other accessories as required for a complete terminal block assembly. F. Terminal blocks shall be Allen-Bradley, Phoenix Contact or equal. 2.05 POWER DISTRIBUTION TERMINAL BLOCKS A. Terminal blocks shall be modular, raised rail mounted, rated at 30 A, 600 V, capable of terminating wire sizes 12 through 18 AWG, constructed of thermoplastic and UL listed in accordance with UL 486A and 1059. Provide copper or brass current carrying parts electroplated with tin/lead. Terminal connection shall be a screw clamp pressure plate connection, designed such that the clamping screw does not clamp the screw directly to the wire. Terminal blocks shall be Allen-Bradley, Phoenix Contact or equal. B.Provide symmetric steel assembly raised rails (so top face of terminal blocks are even with raceway face), end brackets, jumper bars, and other accessories as required for a complete terminal block assembly. C.Consecutively number terminal blocks on both sides from top to bottom with preprinted white polyamide marking tags hot printed with permanent black symbols. Markers shall be Allen-Bradley, Phoenix Contact or equal. 2.06 SCADA FUSE BLOCKS FOR POWER DISTRIBUTION A. Provide fuse blocks within the SCADA Panel at locations shown. Fuse block identification and terminal assignment shall be as shown on the SCADA drawings. B. Terminal blocks shall be modular, rail mounted, rated at 12 amp, 300 volt, capable of terminating wire sizes 12 through 18 AWG, and UL listed. Terminal connection shall be a screw clamp pressure plate connection, designed such that the clamping screw does not clamp the screw directly to the wire. Fuse blocks shall be Allen-Bradley, Phoenix Contact or equal. 2.07 DC POWER SUPPLY A.Manufacturers: 1. Allen-Bradley 2. Phoenix Contact 3. SOLA Power 4. IDEC 5. Approved equal B.Mounting and form factor: All power supplies must be manufactured to be din rail mountable, and fully enclosed in a NEMA 1 enclosure. Power supplies must be able to be removed without use of soldering equipment. All wires must be able to be installed using a single screw driver. C.Fusing: Each power supply must have line and load fuses built on to the power supply. D.The rating shall be indicated in plain view on the unit. E.Voltages: The primary line side of the power supply will be 120 volts AC. No DC to DC power supplies will be allowed. All power supplies must be independent and not depend on another DC supply for power or functionality. The secondary side of power supplies will be as follows: 1. Analog 22 to 28 VDC 2. I/O relay 24VDC 3. Analog 24VDC (non-switching type) 4. Radio 24VDC F.Analog Power: All power for 2 wire transmitters (Field side) must be derived from the same linear power supply installed in the SCADA panel. Switching type supplies are not to be used for analog loop power. G.Manufacturers of power supplies may be mixed provided all devices are grouped in logical order, are approved and only accessories U.L. rated for that device is used. 2.08 UNINTERRUPTIBLE POWER SUPPLY (UPS) A. Line interactive with pure sine wave output, din rail and panel mount capabilities, integrated dry I/O contacts, 120VAC, 700VA, at least 1 hour of backup power, Eaton 9SX-700, or approved equal. B.Provide dry-contacts outputs for power status and alarms. C.Provide Ethernet networking capability for UPS diagnostics and monitoring. 2.09 INDUSTRIAL ETHERNET SWITCH A.For sites with standard radio telemetry and no fiber optic requirements: 1. Provide unmanaged 5-port industrial 10/100BaseTX Ethernet switch, 24 VDC, negative 10 deg C to 60 deg C operating temperature. 2. Manufacturer/Model: Allen Bradley Stratix 2000 1783-US5T. This is consistent with City standard for network switches. B.For sites with fiber optic requirements: 1. Provide unmanaged, full Gigabit Ethernet switch with 6 x 10/100/1000Base TX ports, and 2 x 100/1000Base SFP slots. 2. Include 2 x SFP modules with 1 1000BaseLX port with LC connector for 10 km transmission, 0 deg C to 60 deg C operating temperature. 3. Manufacturer/Model: City standard for network switches: • Moxa EDS-G208-2SFP (8-port, 2SFP) • TrendNet TI-PG62B (4-Port, 2SFP, POE+) • TrendNet TI-G62 (5-Port, 2SFP) • Allen Bradley Stratix 2000 1783-US8TG2GX (8-port, 2SFP) • Allen Bradley Stratix 2000 1783-US5T 2.10 MISCELLANEOUS DEVICES A. Provide control relays, time delay relays, etc. as shown on schematic diagrams or as required for correct operation. Relays shall be Allen-Bradley, or equal. B. Provide indicator lights, selector switches, push buttons, meters, etc., as shown in the schematic diagrams, single line diagrams, and as required for correct operation. Mount on the front panel of the control enclosure. C.Provide LED lighting bar with switch to provide sufficient lighting/visibility to operators to work in panel. Min 18 inch light. D.Provide intrusion switch for panels, to detect exterior panel door opening. E.Signal Interface Modules: 1. Manufacturers: One of the following or equal a. Phoenix Contact. b. Entrelec. 2. Analog isolating converter. 3. Ground loop isolations. 4. Signal amplification. 5. Signal level matching. F.Pilot Lights: Provide standard full size (30.5 min mounting hole) round, transformer type, NEMA Type 4/13 for indoor and exterior areas, complete with color of lens indicated on drawings. Lamps shall be high-density light emitting diodes. Indicating lights shall be push-to-test type. 2.11SCADA WIRING METHODS A. Contain wiring in panel wireways, including incoming and outgoing field control wiring. Provide white or light gray colored PVC or noryl wireways with restricted slot design, matching snap on covers, holes and nylon "push" rivets for mounting. Provide Panduit products or equal. B.Provide minimum 2 inches of clearance between panel wireway and wire terminations to allow for clear viewing of wire identification marking. C. Wiring to miscellaneous control devices on the back panel, or where a screw fastened cable tie mount may be installed, shall be tied together at short intervals and secured to mechanically fastened screw mount cable tie mount. Cable tie mounts shall be UL recognized, and of either metallic, or black, outdoor rated, weather resistant nylon or polypropylene construction. The minimum size of tie mounts shall be restricted to selection of mounts with manufacturer's recommended screw size of # 8 or # 10. The use of self adhesive cable tie mounts shall not be acceptable. D.Wiring to control devices where a screw mount is not possible including the front door, hinged door panel, or enclosure sides, shall be tied together at short intervals and secured to panel with epoxy applied metallic swivel cable tie mount kits Panduit part No. ASMS-A-X, or low profile epoxy adhered metallic mounts Panduit part No. MBMS-S10-C adhered to door with epoxy, Panduit part No. EMA-X, or equal. The use of self-adhesive cable tie mounts shall not be acceptable. E.Enclose wiring between panel and front door in gapped polyethylene spiral wrapping. F.Physically separate analog signal wiring from control output and power wiring PART 3 - EXECUTION 3.01 FACTORY TESTS A. Inspect and test control panel for correct operation. Test each circuit for continuity, short circuits, and ground faults. B. Factory Acceptance Testing (FAT) required of complete control panel after build. This shall include simulating all inputs and outputs to the PLC. All loop functions will be simulated to the maximum extent possible. Factory Acceptance Test shall have and option to be witnessed by the City and/or Engineer. 3.02 FIELD TESTS A. Site Acceptance Testing (SAT) shall repeat FAT testing with all field inputs and outputs wired correctly to field devices and final control elements. SAT will demonstrate control panel functionality simulating the inputs and outputs to the maximum extent possible. B.Set all adjustable set points and time delays as required. Check operation of control panel and field devices and perform required adjustments for correct operation. C.Contractor shall perform loop checks to verify all new connected inputs and outputs are fully functional and contribute to a properly functioning system. Existing field devices (switches, transmitters, etc) and final control elements (valves, pumps, etc) which are re- wired as new inputs and outputs connecting to new telemetry panel shall have functional loop checks performed just as if the device were installed new. D. Provide completed Loop sheets for all panel inputs and outputs and control functions. Refer to example Loop Sheet in supplement. 3.03 FIELD WIRING A. Terminate power and control wiring on terminal blocks, with terminal connections numbered per approved submittal. B.All wires must be marked with printed heat shrink tubing such as Brady WMS Series, or approved equal. C.Clearly label terminations with 50 Volts or more present with Brady Series 44000, Style B or approved equal. Identify voltage as appropriate. D. Bundle and tie down wires in Panel in a neat and orderly manner. E.For shielded cables, terminate shield at Panel terminal block only. 3.04 SERVICES OF MANUFACTURER Provide the services of an authorized service representative of the Controls System Integrator to perform the following Inspection, Startup, Calibration and Training Services: A.Inspection, Startup and Field Adjustment. An authorized service representative of the Controls System Integrator shall be present at the site to witness the following and to certify in writing that the equipment and controls have been properly installed, adjusted, and readied for operation. 1. Inspection, checking and adjusting the equipment. 2.Startup and field testing for proper operation. 3. Performing field adjustments to ensure that the equipment installation and operation comply with the specified requirements. 3.05WARRANTY A. Equipment shall have a minimum 1 year warranty by manufacturer. Contractor's work shall have a minimum 1 year warranty. Warranty shall start when the notice of completion is recorded. B.Perform the following services during the warranty period: 1.Repair or replace damaged modules returned for service. 2.Determine and report the cause of failure of modules returned for service. 3.Resolve design problems discovered. END OF SECTION ELECTRICAL SPECIFICATIONSE-6 NBONDM A R S HTANK FARMP A C I F I C CHORRO U P H A MLAWRENCEFUNSTON LONGVIEWPEACHCROSSSHORTPACIFICHOWARDOLIVEOLNTAINSERRANOCIR. MOTLEYBROADLONGDALIDIOSPRADREASU.S. HIGHWAY 101PRADO AZMINMALVACAMELLIAALICITAESTELITA RAEUGHIHIGUERA STATE HWY. 1INCTEESORJEFFREYLCADALL KENTUCKYN SARON.SANTAN. CHORROCERRO ROMAULDOS. TASSAJARA N.TASSAJARALA CANADASANTA LUCIARAIGETANULMRAPALOONDALMHILLMURRAYFERNANDEZ101WAYHIGHU.S.U.S.101HIGHWAYOWSOUTHERPARK BROADH I G U E R A M O N T E R E Y TOROPEACHLAHORIZONTANK FARMHINDMEISSNERSOUTH HIGUERA SOUTHSUELDOEMPLEOBONETTIEMPRESAGRANADAZACACARISSACHUPARROSAMARIPOSA MARGARITALUPITAJELLACLIRIOELLACELLAC CHORRO CALIFORNIABROADVIEWMOUNHILLRAFAELABLMONTAMISSIONMURRAY FOOTHILLMISSIONTAFTAINROFINARCHERMOSASOUTHMADONNAPISMO L LIH T OOFCARPENTERSANTA ROSACARMELBEACHNIPOMOSANDERCOCKBRANCHHIGHP A L M M I L L P E A C HNIPOMOMILLPALMMONTEREYBRIZZOLARADANAARCHERGARDENC H U R C H LEFF ISLAYBUCHON OSOSMORROCHORROMARSHHIGUERABROOKHIGUERABIANCHIWALKER MEADOWAREDALBRIDGEKINGEXPOSITIONCORRIDACIMA COURTEGDIRBDOCUMBRE GANADOR BANDEROLASENDEROMADRID STORY WARD HUTTONHARRISKINGPRICECYPRESSBEEBEE BROADWALNUT MUSTANGRAMONAORANGE VISTAMONTE H A T H W A YMORROOSOSSTAFFORDFREDERICKSHATHWAYALBANMONT-JOHNSONPHILLIPSWESTHATHWAYELLEN STENNERCASA MEINECKEVACHELLBUCKLEY SUBURBANLEMONOLIVE OAKLINCCENTERVENABLEPRADOELKS LANEEL MERCADOMADONNA ROAD ONRPCUESTACOUPERBENTON ROUGEOTDESERETSENBOYLANDHIGHSKYLINECUESTASERRANOBRESSIPENMANHEIGHTSSERRANOLUNETARAMONAVERDEELMFERRINI FELTONTOLOSALAGUNA LAKEANACAPAROADFOOTHILLFOOTHILLLOS OSOS VALLEY ROADCASITASVALLECITOLAYOR101YAWHU.S.GIH AQUINOJ NIUQ AUTO PARKVALLEY LOS OSOSMADONNA NOELLAGCORALW. NEWPORTBALBOA OLESCUELAODSAAGEVLOS OSOS VALLEY ROADL TASOCEANIARECREILAVAROYALLAYOREGDIRPARTCT.LAYORYAWRIAFOIBURGATHE KRAENCEIRENFERPYONNAC ZETROCCLO DE ANZALA LUNA MNOIN RID-MARLEF IDGERKALAMOLLAENTRADAENTRADALA SAN JOSEDEL SURDEL NORTECALLE CLEARVIEWMIRADAOSNACSEDOCEANAIRECAYUCOSPICOAILQU ASIRBSTEPHANIENAJLRUMYRREKAKGARNETTE CERROSLOSHIGHBORONDAAOJCALLE ATASCADERO DEL RIOGARCIASOLA PEREIRAVICENTEHUASNALIMACT.PINECOVEOCEANAIRESEAWARDCIR.QUAILPARTRIDGEEL TIGREAHCARACUC NEWPORTLAGOIVLAGUNAOCEANAIREGULFVIEWLAKEBALBOAAVALONCAVALIERDRAKECOVE MARINER'SLA VIRADAMONTANAVISTAOGAATSIVOMULITSAC OYORRAATSIVLLOCATSIVSONRISABAIDCT.SANADRIANOOIRLEDONARTSIPAONAIRDANASDESCANSOPORTOLAJALISCO DIABLOFRAMBUESACORDOVA PATRICIASTINAIRHC SOLSELBORAODNAL EGWTAL-HILCERROCRAIGJAYCEEROSITARAMONAPATRICIA RANCHOCT.PATRICIASOUTH HIGUERA TMIRA SOLROMAULDODEL MARWESTMONTFOOTHILLCCLOVERCATALINADONNAWARRENHIGHLANDPASATIEMPO SPANISH OAKSEGASELPRUPNALDERLBE D F O R D C T . LEX I N G T O NCAMDEN CT.A L D E RWI L LOW FAESAWLU.P.R.R.SUNROSEFARM CI R C L E WI L L O W CAMINOS BROOKPINE C A P I T O L I O JOHNSONVICREWJAMI LEE ANN A E LCARLOS AUGUSTAFREDERICKSSANSANTAGARIBALDI HWY.101U.S .SNAPDRAGONGOLDENRODSETTIANIOPSE M A R Y OR WI S T E RIAT U L I P SUNFLOWEROMHSANORIKRABSTATE HWY. 227R GLORYNINGROMBELLB L U E CYCLAM E N KENIBMULOC AILOBEL VNIAGUOB A ELLI ROBERTOI A E S T E B A N SEQUOIAO N TI B U R E F DO O E R NWOODWRAIRB WELGNATOODWOODEDGEELGNATWOODHARMONYSOUTHWOODLAU R E L ANCRRAB LE LLO AJOHNSONFLORACERRITO FLORAMARIANNT ASARAACLDELCAMPO BOULEVARD NEY CO EM HO P SIB PAU L I N E TR E V O R B I S H O P NASA N L U I S D R I V E EL CENTROROBLESPASOMI O S S ISIMOOLMARIAZAALBERTCHAPLNIHI G U E R A P H I L L I P SCALIFORNIA ORCUTTSW E E N E Y P E R K I N S BROADB L U E R O KC FREDERICKJOHNSONPEPPERAITTESNIOPTANKCOHYLLOHHOPKINSAZALEABROADBROADORCUTTORCUTTBUCKLEYBUCKLEYWAVE R T R E EEROL E A ARALIABOXWOODY LIL W ORRAY E LLUF P O P P YFIERO LN .CALLE DE L EL CAP ITAN DAHLIA FU L LER INDUSTR IA L WAYSACOTNEMARRI C A R D O VMIGUELITOHELENAEVIR D ELCERRITOBULLOCKP A S E O SIERRAJOHNSONLAU R E L ROLFSPR I N G BAHIAALR I T A WOODOAK-HANSENC A L L E C R O T A L OORCUTT ORCUTTSEQUOIAESTWOODLAWN-DOOWLAWN AUGUSTASOUTHWOODSYCAMORE DOOWTNEK RICH A R D ROSEDISDOOW S A N L U I S CEDARGREGORYLEE LA CI T A L A V I N E D A SOUTHWOODM A R C O S S A N G E R D A S Y D N E Y LEGRETA R I C HSYLVIA S M I T H C E C E L I A COLIN A CASER I O C A R L A K N ONICNE CORONAPARKLANDSUNSETVI E W M O N TCT.BUSHNELL SAN LEONA FLETCHERDYS R E B AECYOJ S O LRA N A S TAS A NFLORENCE RACHEL SWAZEY RACHELJENNIFERHENRYRUTHE L L A G E O R G E IR I S FAIRVIEWB R E C K SKYLARKWILDINGFIXLINIE L L A IR I S LI Z Z I E DLWOODALTA ALI S A L CO N E J O CO R R A L I T O SCAZADERO ANDREWSENYATNASMIGUELTSIVROCKVIEWGROVE TOROPI S M O M O N T E R E Y EMILY M U T S U H I T O GARFIELDABBOTTPARKGRANDGROVEP A L M M I L L HI L L C R E S TSANTA ROSABARBARASANTA RAIL R O A D A L P H O N S O ROUNDHOUSESTONERIDGECHANDLER TENBROOK GAILMITCHELLLAWTONCAUDILL WOODBRIDGEL AW R E N C E H U M B E R T F R A N C I S VICTORIADUNCAN MORRISONMCMILLAN PENNYWILSONMCCOLLUMTURNER BUENA HENDERSON GRAVESLOOMISHOPE HAYSSLACKSANTA FE BROADBROADSTANFORDWESTMONTCERR0DALYMARLENEAIRPORTLARKSPURMADRONESWEETBAY SPANI S H OAKSCORNUSCT.HUCKLEPOPULUSBERRY LANE BUCK E Y EGOLDENRODAMBROSIABARTONIA BINNSAUGUSTAKRISTYKENDRAETO CIRCLEDE VAUL RANCH RD.SPOONER DR.WELSH CT.FORMANN CT.TONINI DR.BSAILLEARINAESTRELLAFORTUNA A E R O V I S T A AIRPORTJESPERSON ESPERANZA LN.DARTMOUTHSCALE IN FEET3000150010000500REVISIONSDESCRIPTIONCITY FILE NO.SHEETOFDRAWN BY:CHECKED BY:JOB NO.DATEAPPROVALENGR CITY1 6INDEX TO PLANSCONSERV MART SLOSTREET IMPROVEMENT PLANS4640 BROAD ST, SAN LUIS OBISPO, CA 934011 - COVER SHEET2 - TITLE SHEET3 - BROAD STREET4 - FARMHOUSE LANE5 - SIGNING AND STRIPING PLAN6 - SECTIONS22054PROJECTLOCATIONENGINEER OF RECORD:DATEAPPROVAL BY THE CITY DOES NOT GUARANTEE ACCURACY NORCOMPLETENESS OF THESE PLANS. IT DOES AUTHORIZE THE OWNER TOBUILD THE PROJECT HEREON. IT SHALL BE THE RESPONSIBILITY OF THEOWNER AND ENGINEER OF RECORD TO CORRECT ANY DEFICIENCIESTHAT APPEAR DURING OR AFTER CONSTRUCTION. CITY SPECIFICATIONSAND ENGINEERING STANDARDS SHALL BE FOLLOWED UNLESS THEY ARESPECIFICALLY WAIVED OR MODIFIED BY NOTES ON THESE PLANS. THEENGINEER OF RECORD SHALL PROVIDE SUBMITTALS AS REQUIRED INTHE ENGINEERING STANDARDS.NOTICECOMMUNITY DEVELOPMENT DIRECTORCITY UTILITIES ENGINEERTRANSPORTATIONRECOMMENDED FOR APPROVAL BYELECTRIC CO.GAS CO.TELEPHONE CO.TELEVISION CO.OTHER UTILITYDATEDATEDATEDATEDATEDATEDATEDATEDATEDATESAN LUIS OBISPOPUBLIC WORKS BY:OTHERDATEExp. 6/30/26No. C69050AIN ROFILACFOETAT SLIVICREENIGNELANOISSEFORPD ERETSIGER RI HAM WABERINCWaber ConsultantsPLANNING CIVIL ENGINEERING SURVEYING19210 S. VERMONT AVE. STE 115, GARDENA, CA 90248P (424) 344-2464 F (562) 372-3282HORIZONTAL CONTROL FOR POINTS #8094 & #8211 AS PUBLISHED INTHE CITY OF SAN LUIS OBISPO 2007 HORIZONTAL CONTROL NETWORK.CITY NETWORK IS BASED ON THE NORTH AMERICAN DATUM OF 1983(NAD83) EPOCH DATE 1991.35, ZONE 5 CALIFORNIA.VERTICAL CONTROL BENCHMARK NO. 369 WITH AN ELEVATION OF165.42' AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO 2017BENCHMARK SYSTEM. CITY'S BENCHMARK SYSTEM IS BASED ON THENORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).DATUM1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ORPERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OFNORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48)HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OFPOWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUNDFACILITIES. CONTRACTOR OR PERMITEE SHALL ALSO CONTACTTHE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V.,WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.Reference Documents:City Standard Specifications: August 2020 EditionCity Engineering Standards: August 2020 EditionGENERAL NOTES12/12/2024FMAP-0644-2023 GDCOM WM WVWVSS SS SS SS SS SSSSWSEBEB N0 1 ° 3 4 ' 4 7 " E 1 4 0 . 8 6 ' BROAD STREET TITLE SHEET STREET IMPROVEMENT PLANS FOR 4640 BROAD ST, SAN LUIS OBISPO, CA 93401 APN NO. 053-412-028 IN THE CITY OF SAN LUIS OBISPO LOCATION MAP SCALE 1" = 1000' PROJECT LOCATION DEVELOPMENT TEAM OWNER / APPLICANT CONSERV FUEL 6591 COLLINS DR., SUITE E-11 MOORPARK, CA 93021 PHONE: (805)-299-8225 CONTACT: AMY ANGAROLA ARCHITECT A&S ENGINEERING, INC. 28405 SAND CANYON ROAD, SUITE "B" CANYON COUNTRY, CA 91387 PHONE: (661) 250-9300 CONTACT: AHMAD GHADERI CIVIL ENGINEER WABER CONSULTANTS, INC. 19210 S.VERMONT AVE., SUITE 115 GARDENA, CA 9024 PHONE: (424) 344-2464 CONTACT: MAHIR WABER, QSD SURVEYOR RRM DESIGN GROUP 3765 S. HIGUERA STREET, SUITE 102 SAN LUIS OBISPO, CA 93401 PHONE: (805)-543-1794 CONTACT: BOB TOMASZEWSKI GEOTECH EARTH SYSTEMS PACIFIC 4378 OLD SANTA FE ROAD SAN LUIS OBISPO, CA 93401 PHONE: 805-544-3276 CONTACT: RYNE METTLER ABBREVIATIONS: AB - AGGREGATE BASE AC - ASPHALT CONCRETE APN - ASSESSOR'S PARCEL NUMBER BFP - BACKFLOW PREVENTOR BW - BACK OF WALK B.O.P - BOTTOM OF PIPE CB - CATCH BASIN CF - CURB FACE CL - CENTERLINE DI - DRAIN INLET DWG - DRAWING E - EAST EC - ELECTRICAL EG - EXISTING GROUND EP - EDGE OF PAVEMENT EX. - EXISTING FF - FINISHED FLOOR FG - FINISHED GRADE FH - FIRE HYDRANT FL - FLOW LINE FS - FINISHED SURFACE GB - GRADE BREAK HP - HIGH POINT INV - INVERT JS - JUNCTION STRUCTURE L/S - LANDSCAPE LF - LINEAR FOOT LP - LOW POINT OR LIGHT POLE MAX. - MAXIMUM MH - MANHOLE MIN. - MINIMUM N - NORTH NG - NATIVE GROUND PCC - PORTLAND CEMENT CONCRETE P/L - PROPERTY LINE PP - POWER POLE PVC - POLYVINYL CHLORIDE R - RADIUS RD - ROOF DRAIN R/W - RIGHT-OF-WAY S - SEWER OR SOUTH SBMWD - SAN BERNARDINO MUNICIPAL WATER DEPARTMENT SCO - SEWER CLEANOUT SD - STORM DRAIN SDCO - STORM DRAIN CLEANOUT SDMH - STORM DRAIN MANHOLE SL - STREET LIGHT SMH - SEWER MANHOLE SN - SIGN SPPWC - STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STD. - STANDARD SWK - SIDEWALK TC - TOP OF CURB T.O.P - TOP OF PIPE TE - TRASH ENCLOSURE TG - TOP OF GRATE TS - TOP OF SLOPE OR TRAFFIC SIGNAL TSBX - TRAFFIC SIGNAL CONTROL BOX TYP. - TYPICAL W - WATER OR WEST WM - WATER METER WV - WATER VALVE XXX.XX - PROPOSED ELEVATION (XXX.XX) - EXISTING ELEVATION - DRAINAGE FLOW DIRECTION TS T W G S PP SL FH MH DI SCO LP XX TSBX SDRI WV SDMH TMH SN ICB SLBX SSMH T EM GM WM BOLHYDLEGEND: BLOCK WALL SECTION LINE FENCE CURB CURB AND GUTTER VALLEY GUTTER MANHOLE DROP INLET SEWER CLEAN OUT LIGHT POLE FIRE HYDRANT STREET LIGHT LIGHT STANDARD SINGLE LIGHT STANDARD POWER POLE TRAFFIC SIGNAL EXISTING PALM EXISTING TREE WATER METER ELECTRIC VAULT ELECTRIC METER GAS METER HANDICAP PARKING STALL TELEPHONE SEWER MANHOLE STORM DRAIN MANHOLE TELEPHONE MANHOLE IRRIGATION CONTROL BOX STREET LIGHT PULL BOX SIGN CSP RISER WATER VALVE TRAFFIC SIGNAL CONTROL BOX EX. STORM DRAIN EX. SEWER LINE EX. WATER LINE EX. GAS EX. TELEPHONE BOLLARD PCC SIDEWALK PCC PAVEMENT AC PAVEMENT REPLACEMENT P/L R/W WATER LINE SEWER LINE STORM DRAIN LINE RIDGE LINE GRADE BREAK LINE FLOW LINE W S IMPORTANT NOTICE: SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG. UNDERGROUND STRUCTURES: UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THOSE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONS OF ALL RECORDED UTILITIES AS WELL AS ANY NOT SHOWN AND SHALL CONFIRM ALL ALIGNMENTS AND GRADES BY FIELD INVESTIGATIONS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD TITLE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. LEGAL DESCRIPTION: PARCEL 1 OF PARCEL MAP NO. SLO 21-0010 FILED APRIL 21, 2023 IN BOOK 84 OF PARCEL MAPS, AT PAGES 25 THROUGH 26, IN THE COUNTY OF SAN LUIS OBISPO RECORDERS OFFICE. APN 05-412-028 2 SCOPE OF WORK: THE PROPOSED PROJECT INCLUDES GRADING OF STREET IMPROVEMENTS, SIGNING, AND STRIPING. GENERAL GRADING NOTE: 1. ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THE UTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE ENGINEERING STANDARDS AND STANDARD SPECIFICATION. (THE CURRENT ADOPTED STANDARDS ARE DATED AUGUST 2020.) 2. ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER & SIDEWALK OR DRIVEWAY APPROACH SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR. 3. A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY, WITHIN CITY EASEMENTS, OR FOR CONNECTIONS TO PUBLIC UTILITIES. WORK REQUIRING AN ENCROACHMENT PERMIT INCLUDES BUT IS NOT LIMITED TO DEMOLITIONS, UTILITIES, WATER, SEWER, AND FIRE SERVICE LATERALS, CURB, GUTTER, AND SIDEWALK, DRIVEWAY APPROACHES, SIDEWALK UNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREET TREE PLANTING OR PRUNING, CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTION STAGING IN THE RIGHT-OF-WAY. 4. CONTACT THE PUBLIC WORKS INSPECTION HOTLINE AT 781-7554 WITH AT LEAST A 48-HOUR NOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTION OR FINAL INSPECTION. 5. THE ADJOINING STREET SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD AND CONSTRUCTION DEBRIS AT THE END OF EACH DAY. 6. A TRAFFIC AND PEDESTRIAN CONTROL PLAN SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE. 7. A CAL TRANS ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE CAL TRANS RIGHT-OF-WAY, TRAFFIC CONTROL, FOR CONNECTION TO A CAL TRANS MAINTAINED STORM DRAIN SYSTEM, AND/OR FOR CONNECTION TO CITY UTILITIES WITHIN THE CAL TRANS RIGHT-OF-WAY. 8. A PRE-CONSTRUCTION MEETING SHALL BE COORDINATED BY THE OWNER/DEVELOPER OR CONTRACTOR AND SHALL INCLUDE PERTINENT CITY STAFF. AS A MINIMUM, THE ASSIGNED BUILDING INSPECTOR AND PUBLIC WORKS INSPECTOR SHALL BE INCLUDED IN THIS MEETING TO DISCUSS THE LIMIT OF PUBLIC AND PRIVATE IMPROVEMENTS AND THE CORRESPONDING INSPECTION RESPONSIBILITIES. 9. THE PUBLIC IMPROVEMENTS SHALL BE SUBSTANTIALLY COMPLETE TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR PRIOR TO FINAL INSPECTION APPROVALS AND/OR OCCUPANCY OF ANY BUILDING. 10.“RECORD” DRAWINGS OR “AS-BUILT” PLANS ARE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN CITY EASEMENTS AT THE COMPLETION OF THE PROJECT PER CITY STANDARDS AND CITY STANDARD SPECIFICATIONS. THE RECORD DRAWINGS SHALL BE RECEIVED AND ACCEPTED BY THE CITY PRIOR TO FINAL INSPECTION APPROVALS AND/OR OCCUPANCY OF ANY BUILDING. 11.STORMWATER AND DRAINAGE SYSTEM CERTIFICATION IS REQUIRED FROM THE ENGINEER OF RECORD PRIOR TO FINAL INSPECTION APPROVALS. THE ENGINEER SHALL CERTIFY THAT THE DRAINAGE AND STORMWATER SYSTEM COMPONENTS HAVE BEEN INSPECTED AND ARE IN GENERAL CONFORMANCE WITH THE DRAINAGE REPORT, SYSTEM DESIGN, AND THE APPROVED PLANS, INCLUDING ALL FINAL ELEVATIONS, COMPONENT SIZING, DETENTION BASINS, PARKING LOT DETENTION CURB ELEVATIONS, DRAINAGE PIPING, INLETS, WEIR ELEVATIONS, AND ORIFICES. 12.ALL SURFACE AND SUBSURFACE DRAINAGE SYSTEMS DESIGNED AT LESS THAN 2% SHALL HAVE FINAL GRADIENTS CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER PRIOR TO FINAL INSPECTION APPROVALS. 13.ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE OR SHALL BE TIED OUT BY A LICENSED LAND SURVEYOR PRIOR TO DISTURBANCE AND THEN REPLACED PRIOR TO OCCUPANCY IN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE. 14.EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURING ALL DEMOLITIONS, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES. 15.ONE 15-GALLON STREET TREE IS REQUIRED FOR EACH 35 LINEAL FEET OF FRONTAGE OR FRACTION THEREOF. TREE SPECIES AND PLANTING REQUIREMENTS SHALL BE PER CITY ENGINEERING STANDARDS. NOTICE TO CONTRACTOR: CONTRACTOR TO FIELD VERIFY ALL SITE CONDITIONS, UTILITIES, AND CONNECTIONS TO EXISTING UTILITIES AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY FIELD DISCREPANCIES. UNDERGROUND UTILITIES ARE SHOWN PER CITY MAPS. THE REMOVALS AND SITE PREPARATION ARE THE RESPONSIBILITY OF THE CONTRACTOR. ANY FIELD DISCREPANCIES OR CHANGES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND KEEP ON RECORD OF THE REFERENCE NUMBER FROM THE DIRECT DIG ALERT CONFIRMATION. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. NEITHER THE OWNER NOR ENGINEER ASSUMES ANY RESPONSIBILITIES FOR THE UTILITIES OR THE STRUCTURES NOT SHOWN, OR NOT IN THE LOCATION SHOWN ON THE DRAWINGS. CONTRACTOR TO VERIFY RIM AND INVERT ELEVATIONS AND NOTIFY THE ENGINEER IMMEDIATELY WITH ANY DISCREPANCIES PRIOR TO CONTINUING. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING IMPROVEMENTS, WHICH ARE TO REMAIN IN PLACE, FROM DAMAGE; AND ALL SUCH IMPROVEMENTS OR STRUCTURES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED SATISFACTORY TO THE ENGINEER AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE ALL OVERHEAD INTERFERENCES WHICH MAY AFFECT HIS OPERATION DURING CONSTRUCTION AND SHALL TAKE ALL NECESSARY PRECAUTION TO AVOID DAMAGE TO SAME. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING NEAR OVERHEAD OR UNDERGROUND POWER AND/OR TELEPHONE FACILITIES SO AS TO SAFELY PROTECT ALL PERSONNEL AND EQUIPMENT, AND SHALL BE RESPONSIBLE FOR COSTS AND LIABILITY IN CONNECTION THEREWITH FOR ANY DAMAGED OCCURRED. ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY AND OUTSIDE OF THE PROJECT BOUNDARY SHALL BE PERFORMED UNDER A SEPARATE ENCROACHMENT PERMIT ISSUED BY THE CONTROLLING AUTHORITY AND OBTAINED BY CONTRACTOR. ALL CONSTRUCTION OF OFF-SITE IMPROVEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF THE UNIFORM STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION OFF-SITE IMPROVEMENTS, OR AS REQUIRED BY THE CONTROLLING AUTHORITY. DURING GRADING AND CONSTRUCTION OF THE PROJECT, THE FOLLOWING SHALL BE FOLLOWED: 1. GRADING AND CONSTRUCTION ACTIVITIES SHALL BE PROHIBITED BETWEEN THE HOURS OF 7:00 P.M. AND 7:00 A.M. MONDAY THROUGH FRIDAY; 6:00 P.M. AND 8:00 A.M. SATURDAY; AND AT ANY TIME ON SUNDAY OR A FEDERAL HOLIDAY. (PLNG) 2. AN ON-SITE WATER TRUCK SHALL WET DOWN ACTIVE GRADING AREAS AND ROADS AT LEAST TWICE DAILY, AS DESCRIBED IN THE AIR QUALITY TECHNICAL REPORT PREPARED BY HELIX ENVIRONMENTAL PLANNING (MARCH 2018). (PLNG) INDEX MAP SCALE 1" = 60' SHEET DATE: JOB NO. 12/12/2024 W:\22-054 conserv mart slo\DWG\22054-01TTSIP.dwg Dec 12, 2024 - 12:54pmINCWaber Consultants PLANNING CIVIL ENGINEERING SURVEYING 19210 S. VERMONT AVE. STE 115, GARDENA, CA 90248 P (424) 344-2464 F (562) 372-3282 Exp. 6/30/26 No. C69050 AINROFILACFOETAT S LIVIC REENIGNE LANOISSEFORPDERETSIGERRIHAMWAB E RREVISIONS DATE DESCRIPTION BENCHMARK VERTICAL CONTROL BENCHMARK NO. 369 WITH AN ELEVATION OF 165.42' AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO 2017 BENCHMARK SYSTEM. CITY'S BENCHMARK SYSTEM IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). BASIS OF BEARINGS HORIZONTAL CONTROL FOR POINTS #8094 & #8211 AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO 2007 HORIZONTAL CONTROL NETWORK. CITY NETWORK IS BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5 CALIFORNIA. 22054 STREET IMPROVEMENT PLANS4640 BROAD ST, SAN LUIS OBISPO, CA 93401 OF 6Know what's below.before you dig.Call R 20" 30" 12"12" 4" 24" 6" 10"x16" THIN WALLKNOCKOUTSEACH WALLTYPICAL PEDESTRIAN RATED ATRIUM GRATEAND FRAME CAST INTO SLAB BROAD STREETFROM STA: 10+17.37' TO STA:13+11.15'OF BROAD OBISPO STD. PLAN4030.CONSTRUCT CURB RAMP PER CALTRANS STD, PLAN A88A, CASE F.CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDER TO ADJUST TO NEWGRADE EXISTING ELECTRIC VAULT.CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDER TO REMOVE ANDRELOCATE EXISTING TELECOM PEDESTAL.CONSTRUCT CONCRETE COLLAR AND INSTALL STORM DRAIN MANHOLE OVEREXISTING DRAIN INLET PER CITY OF SAN LUIS OBISPO STD. PLAN 6040. NEWMANHOLE COVER SHALL BE SET AT NEW SIDEWALK GRADE.CONSTRUCT CURB RAMP PER CALTRANS STD. PLAN A88A, CASE A, DETAIL A.INSTALL TRUNCATED DOMES PER CALTRANS STD. PLAN A88A AND CITY OF SAN LUISOBISPO STD. PLAN 4440INSTALL SIDEWALK BARRICADE PER CITY OF SAN LUIS OBISPO STD. PLAN 7340RELOCATE EXISTING PULL BOX INTO NEW SIDEWALK.57869262 LF2 EA1 EA1 EA1 EA10111 EA5 EA12132 EA1 EACONSTRUCT PCC 6" THICK CUSTOM COMMERCIAL DRIVEWAY APPROACH, USE CITYOF SAN LUIS OBISPO STD. PLAN 2115 FOR GENERAL NOTES AND STEELREINFORCEMENTCONSTRUCT 120' LONG UNDERGROUND GRAVEL STORAGE LAYER PER DETAIL CHEREON.CONSTRUCT 12" WIDE CURB CUT OPENING PER CASQA STD PLAN SW-17 ON SHEET 2.CONSTRUCT 4" BEEHIVE DRAIN INLET AND PERFORATED VERTICAL DRAIN PIPEWRAPPED IN FILTER FABRIC.CONSTRUCT 4" PVC SDR35 PIPE AND FITTINGS PER MANUFACTURER'SRECOMMENDATIONS. PIPE BEDDING PER CITY OF SAN LUIS OBISPO REQUIREMENTS.15729 SF16540 SF3 EA1718193 EA71 LFDETAIL BSCALE 1' = 10"11.88'Δ/4Δ/4Δ/4Δ/447.53'197.28 TC 196.57 TC 196.71 TC GRAVEL LAYER GRADATION REQUIREMENTS:GGGGGGGGGSDSDSDSDSDSDSDWWWWWWWWWWWWWWWWEEEEEEEESS SS SS SSSSSSSSSSSSSSSSSSD COMSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSS EBEBS34°57'33"E393.25'R/WR/WC/L INTERSECTION STA: 10+00.00 BROAD STREET STA:20+00.00 FARMHOUSE LANE STA: 10+17.37 (196.77) LIP (196.66) FL JOIN STA: 13+11.15(190.20) LIP(190.09) FL(190.50) TCJOIN ECR STA: 10+50.29 ~ 40.00 LT 195.98 LIP 195.83 FL 196.33 TC STA: 10+55.94 GB 195.77 FL 196.27 TC STA: 11+25.00 GB 194.30 FL 194.80 TC STA: 11+99.28 GB192.50 FL193.00 TC BCR STA: 10+20.14 ~ 70.40' LT(197.60) TC(197.10) FLJOINSEE DETAIL B HEREONSEE DETAIL A HEREONBROAD STREET10+0011+0012+0013+0020+0020+50 R=30.00'L=47.53'Δ=90°47'06"T=30.41'6'6' (2.42%) (4.13%) 1.80% 1.80% 1.80%1.80% 3.36% 3.56% 3.27% 3.31%3.80%4.11%4.53%4.74%5.13%4.39%(4.14%)(3.99%)(2.44%)(3.77%)(3.36%)(3.36%) (3.19%) (2.84%) (1.98%) (4.69%)(3.33%)192.10 TG187.60 INV311235495121617188'2'30'1718GGSDSDEESS SS SS SSSSSSSDDSSSSSS EBEB7.60%197.03FS197.10FS196.87 TC196.37 FS197.13 TC196.63 FS196.61 TC0'' CF196.54 TC0'' CFECR STA: 10+50.29 195.98 LIP 195.83 FL 196.33 TC 5. 1 0 % 7.1 0 % 1.46%2.52%R=30.00'L=47.53'Δ=90°47'06"T=30.41'3.36%1.14%1.80%197.68FS(197.60) FSJOIN0.42%0.48%GB1.97%196.51FS196.49FS(1.05%)197.60 TC197.10 FS196.66FL196.38FS211013131116GGGGGGGSDSDSDSDSDSDSDEEEEEECOM1.27% 1.27% STA: 12+45.87 192.80 TC 192.30 FL ECR STA: 12+30.87 192.32 TC 191.82 FL STA: 12+85.87 191.92 TC 191.42 FL STA: 12.+65.90 191.06 FL W = 40' ECR STA: 13+00.87 190.79 TC 190.29 FL 7.18% 7.18%40' 191.44 TC190.94 FL191.62 TC191.12 FL191.87 TC191.37 FS191.47 TC0'' CF192.16 TC191.66 FS192.13 TC191.63 FS191.96 TC0'' CF192.50 TC192.00 FS2.33%7.05%192.08 TC191.58 FS192.22 TC191.72 FS191.02 TC0'' CF191.45 TC0'' CF192.37 TC0'' CF192.48 TC0'' CF2.10%2.10% 192.27 TC191.77 FL190.79 TC190.29 FL191.97 TC191.47 FSGBGBGBGBFL191.73 TC191.23 FS192.57 TC192.07 FS5'3.51' 5'3.6' 2.54% 2.51% R 3 'R3'R15'R1 5 'R3'3'L/SL/SL/SL/SL/S2.10%2.10%2.10%2.10%4.74% 5.13% 4.39%191.63 TC191.13 FS1.27% 0.69% 1.83% 2.54% 2.51% 2.52%190.72 TG189.72 INV45° BEND189.71 INV189.35 INV19N34°52'35"E67.24'@S=0.005019N79°52'35"W3.19'@S=0.0050154766811111111161817R/WPROPOSED CURB& GUTTERPROPOSEDSIDEWALKCURB OPENINGPROPOSEDTREE WITH 24" BOXPER SEPARATELANDSCAPE PLANSDETAIL CGRAVEL STORAGE ON BROAD STREETSCALE: 1" = 2'PERMEABLE NON-WOVENGEOTEXTILE MEMBRANE2'-0" 1'-0"2'-0"AGGREGATE STORAGELAYER4'-6"PROPOSEDLANDSCAPING AREAPROPOSEDLANDSCAPING AREA2" DROPEXISTING 36" RCPVERTICAL PERFORATED DRAIN PIPEWRAPPED IN FILTER FABRIC0.5'6"PROPOSED DEEPENED FOOTINGALONG LANDSCAPING AREA0.51' ~ 1.34' FARMHOUSE LANEFROM STA: 21+25.69' TO STA:21+75.70'OF FARMHOUSE 3282Exp. 6/30/26No. C69050AIN ROFILACFOETAT SLIVICREENIGNELANOISSEFORPD ERETSIGER RI H AM WABERREVISIONSDATEDESCRIPTION BENCHMARKVERTICAL CONTROL BENCHMARK NO. 369 WITH AN ELEVATION OF 165.42' AS PUBLISHED IN THE CITYOF SAN LUIS OBISPO 2017 BENCHMARK SYSTEM. CITY'S BENCHMARK SYSTEM IS BASED ON THENORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).BASIS OF BEARINGSHORIZONTAL CONTROL FOR POINTS #8094 & #8211 AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO2007 HORIZONTAL CONTROL NETWORK. CITY NETWORK IS BASED ON THE NORTH AMERICAN DATUMOF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5 CALIFORNIA.22054STREET IMPROVEMENT PLANS4640 BROAD ST, SAN LUIS OBISPO, CA 93401OF6Know what'sbelow.before you dig.CallRCONSTRUCTION NOTES:SAW CUT AND REMOVE EXISTING AC PAVEMENT AND CONSTRUCT ASPHALTCONCRETE PAVEMENT (5" MIN THICKNESS).QUANTITY1419 LF4SCALE: 1" = 5'010'5'5' 2.5'CONSTRUCT 4" THICK CONCRETE SIDEWALK W/ DEEP DEEPENED FOOTINGADJACENT TO LANDSCAPE AREAS PER CITY OF SAN LUIS OBISPO STD. PLAN 4110AND DETAIL C HEREON.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY OF SAN LUIS OBISPO STD. PLAN4030.341558 SF4 LFCONSTRUCT PCC 6" THICK DRIVEWAY RAMP PER CITY OF SAN LUIS OBISPO STD.PLAN 2115.14398 SFCONSTRUCT 8'x10' UNDERGROUND GRAVEL STORAGE LAYER PER DETAIL D HEREON.CONSTRUCT REVERSE SLOPED SIDEWALK UNDERDRAIN WITH PIPE PER CITY OF SANLUIS OBISPO STD. PLAN 3415CONSTRUCT 3" PVC SDR35 PIPE AND FITTINGS PER MANUFACTURER'SRECOMMENDATIONS. PIPE BEDDING PER CITY OF SAN LUIS OBISPO REQUIREMENTS.CONSTRUCT BOTTOMLESS 12"x12" JENSEN PRECAST DROP INLET PERMANUFACTURER'S RECOMMENDATIONS, SEE DETAIL 1 AND 2 ON SHEET 2.80 SF20218 LF2217 LF231 EAGRAVEL LAYER GRADATION REQUIREMENTS:EXISTING EASEMENTS:A NON-EXCLUSIVE EASEMENT TO LAY, CONSTRUCT, MAINTAIN, OPERATE, REPAIR, REPLACE,PATROL, CHANGE THE SIZE OF, ADD TO, OR REMOVE FROM TIME TO TIME ONE OR MOREPIPELINES AND APPURTENANCES FOR THE TRANSPORTATION OF GAS, ENERGY,COMMUNICATION, PETROLEUM PRODUCTS, TOGETHER WITH THE REASONABLE RIGHT OFINGRESS AND EGRESS AND INCIDENTAL PURPOSES, IN FAVOR OF SOUTHERN CALIFORNIA GASCOMPANY RECORDED IN INSTRUMENT NO. 2006-027801 OF OFFICIAL RECORDS.AN OFFER OF DEDICATION FOR PUBLIC ROAD, SLOPE AND INCIDENTAL PURPOSES, RECORDEDIN INSTRUMENT NO. 2006-027802 OF OFFICIAL RECORDS.56MATCH LINE - SEE LEFT HEREONMATCH LINE - SEE RIGHT HEREONPROPOSED CURB& GUTTERSIDEWALK UNDERDRAIN1" LIPPERMEABLE NON-WOVENGEOTEXTILE MEMBRANE2'-0"PROPOSEDSIDEWALK8'DETAIL DGRAVEL STORAGE ON FARMHOUSE LANESCALE: 1" = 5'AGGREGATE STORAGELAYERLANDSCAPING AREAPROPOSED 3" PIPE3'-0"PROPOSEDBOTTOMLESS CATCH BASINGGGGGGSS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSS WMWVWW W W W W W W W W W W W N1°32'25"E140.82'N55°03'53"E54.38'N55°03'53"E76.56' N55°03'53"E 98.74'198.95FS200.34FS 200.34 TC199.84 FL3.48%3.27%3.52%9.50%9.50%1.38%1.46%1.80%1.37% 198.73 TC198.23 FLSTA: 21+75.70 ~ 20.14' LT(199.99) LIP(199.91) FL(200.41) TCJOIN6'4'3.47%1.5'2'(198.79) FSJOINSTA: 20+50.70C/L DWY W=40'EXISTING 6" CURB& 18" GUTTEREXISTING 6" CURB& 18" GUTTER(200.59) FSJOIN2'2'46'3'3'FARMHOUSE LANE21+00 21+50 199.82 TC199.74 FL199.42 TC199.34 FLGBGB199.01FS200.40FS1" LIPEXISTING RED CURBEXISTING FIRE HYDRANT14334441.93%56STA: 21+25.69 ~ 20.08' LT(198.30) LIP(198.18) FL(198.68) TCJOIN1.50%GGGGGGGGSDSDSDEEEEEEEESS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSD SD D S EB 10+0020+0020+50 R=30.00'L=47.53'Δ=90°47'06"T=30.41'(2.42%)BROAD STREET20EXISTING 6" CURB& 18" GUTTEREXISTING DRAIN INLET21N49°56'07"W10.80'@S=0.0589197.98 TG196.77 INV-IN195.06 INV-OUT22N34°56'07"W5.38'@S=0.0985194.95 INV23STA: 20+87.16197.45 INV-SW DRAIN(197.41) FL(197.85) TC SIGNING AND STRIPING PLANABBREVIATIONS:AC ASPHALT CONCRETEBW BACK OF WALKCF CURB FACEEX. EXISTINGFL FLOW 2017 BENCHMARK SYSTEM. CITY'S BENCHMARK SYSTEM IS BASED ON THENORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).BASIS OF BEARINGSHORIZONTAL CONTROL FOR POINTS #8094 & #8211 AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO2007 HORIZONTAL CONTROL NETWORK. CITY NETWORK IS BASED ON THE NORTH AMERICAN DATUMOF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5 CALIFORNIA.22054STREET IMPROVEMENT PLANS4640 BROAD ST, SAN LUIS OBISPO, CA 93401OF6Know what'sbelow.before you dig.CallR5SCALE: 1" = 10'010'5'5' 2.5'STRIPING CONSTRUCTION NOTES:RELOCATE "SPEED LIMIT" AND "CITY LIMIT" SIGN PER CITY OF SAN LUIS OBISPO STD.PLAN 7210.RELOCATE "TRAFFIC SIGNAL AHEAD" AND "BIKE LANE" SIGN PER CITY OF SAN LUISOBISPO STD. PLAN 7210.REINSTALL "STOP" SIGN PER CITY OF SAN LUIS OBISPO STD. PLAN 7210.INSTALL "NO LEFT TURN" SIGN PER CA MUTCD SECTION 2B.18 R3-2 AND CITY OF SANLUIS OBISPO STD. PLAN 7210.PAINT 6" WIDE WHITE RIGHT EDGELINE PER CALTRANS STD. PLAN A20D, DETAIL 39.PAINT 6" WIDE WHITE DIAGONAL CROSSHATCH 15' O.C.PAINT 4" WIDE DOUBLE YELLOW LINE AND MARKERS - NO PASSING ZONES - TWODIRECTION PAVEMENT MARKING PER CALTRANS STD. PLAN A20B, DETAIL 29.PAINT 12" WIDE YELLOW DIAGONAL CROSSHATCH (45°, 15' O.C.).INSTALL THERMOPLASTIC BIKE LANE ARROW PAVEMENT MARKING PER CALTRANSSTD. PLAN A24A.INSTALL THERMOPLASTIC BIKE LANE SYMBOL WITH PERSON PAVEMENT MARKINGPER CALTRANS STD. PLAN A24C.INSTALL NEW STREET NAME SIGN BLADES PER CITY STD 7250 ON SAME POST ASSTOP SIGN.QUANTITY1 EA543211 EA 1 EA1 EA6789101 LF33 LF1542 SF 1 EA481 LF101 EA1 EA11MEDIAN AT BROAD ST.MEDIAN AT BROAD ST.LOCATIONBIKE LANE BUFFER AT BROAD ST.NOTE:REMOVE (GRIND AND FOG SEAL) ANY EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THISPLAN;BIKE LANE BUFFER AT DRIVEWAY.BIKE LANE BUFFER AT DRIVEWAY.D COMSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS S EBEBS34°57'33"E393.25'R/WR/WC/L INTERSECTION STA:10+00.00 BROAD STREET STA: 20+00.00 FARMHOUSE LANE10+0011+0012+0013+00BROAD STREETGGGGGGGGGGGGGGGGSDSDSDSDSDSDSDSDSDSDSDSDSDSDWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWEEEEEEEEEEEEEEESS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSD STA: 10+55.64 END IMPROVEMENTS (20.23')STA: 13+11.12BEGIN IMPROVEMENTSJOIN EX. STRIPING (6.45')3.57'9.77'15.02' FARMHOUSE LANE20+0020+50JOIN EX. STRIPINGREMOVEEXISTING STRIPINGSTA: 11+75.33 STA: 10+89.49 C1C2(7.69')(6.86')16.98'6.14'10'15.12'STA: 12+25.33 C322.28'(7.68') 15.32'10'11.45'11.03'(7.52')(6.59') C4C5STA: 12+30.60 (7.67')(6.84')23.15'10'15.11'REMOVEEXISTING STRIPING15.2'9.7'23.63'(6.5')(7.5')STA: 13+2.24 1248571096311555REMOVEEXISTING STRIPINGSTA:12+60.38E.P. RETURN DATACURVE #C1C2C3C4C5037°13'39"037°13'39"026°58'32"058°03'49"077°24'56"R25.08'25.08'52.00'8.00'8.00'L16.29'16.29'24.48'8.11'10.81'T8.4468.44612.4724.4406.411 SHEETDATE:JOB NO.12/12/2024W:\22-054 conserv mart slo\DWG\22054-06SIPSC. .BASIS OF BEARINGSHORIZONTAL CONTROL FOR POINTS #8094 & #8211 AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO2007 HORIZONTAL CONTROL NETWORK. CITY NETWORK IS BASED ON THE NORTH AMERICAN DATUMOF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5 CALIFORNIA.22054STREET IMPROVEMENT PLANS4640 BROAD ST, SAN LUIS OBISPO, CA 93401OF6Know what'sbelow.before you dig.CallR6SECTIONS10+17.37VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'C/LR/W30'25.5'17.12'55.42'EX. ACPAVEMENTPROP. ACPAVEMENTPCC CROSS GUTTER(1.69%)1.76%2.65%196.66FL(196.93)JOIN10+25VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'29.9'6.77'17.02'55.41'EX. ACPAVEMENTPROP. ACPAVEMENTPCC CROSS GUTTER196.46FL(1.37%)C/LR/W2.74%1.73%(196.79)JOIN10+50VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'29.9'10'55.38'EX. CURBAND GUTTEREX. ACPAVEMENTPROP. ACPAVEMENTPCCSIDEWALKC/LR/W(2.50%)3.15%196.33 TC 195.83 FL(196.23)JOIN10+75VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55.34'30'10'6'6'EX. ACPAVEMENTPROP. ACPAVEMENTPCCSIDEWALKC/LR/W195.86 TC 195.36 FL(1.83%)3.60%EX. CURBAND GUTTER(195.80)JOIN11+00VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55.36'29.87'10'6'6'EX. ACPAVEMENTPROP. ACPAVEMENTPCCSIDEWALKC/LR/W(1.63%)3.45%195.53 TC 194.83 FL(195.25)JOIN(2.46%)EX. CURBAND GUTTER11+25VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55.27'40'6'6'EX. ACPAVEMENTPROP. ACPAVEMENTPCCSIDEWALKC/LR/W194.79 TC194.29 FL(194.68)JOIN(1.43%)2.89%(2.30%)EX. CURBAND GUTTER11+50VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55.23'29.85'10'6'6'EX. ACPAVEMENTPROP. ACPAVEMENTPCCSIDEWALKC/LR/W194.19 TC193.69 FL(194.10)JOIN(1.24%)3.32%(3.25%)EX. CURBAND GUTTER11+75VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55.2'29.85'10'6'EX. ACPAVEMENTPROP. ACPAVEMENTPCCSIDEWALKC/LR/W(1.55%)3.98%193.55 TC 193.05 FL(193.52)JOIN6'(3.77%)EX. CURBAND GUTTER12+00VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55.19'29.82'10'6'6'EX. ACPAVEMENTPROP. ACPAVEMENTPCCSIDEWALKC/LR/W(1.55%)4.53%192.94 TC 192.44 FL(192.95)JOIN(3.87%)EX. CURBAND GUTTER12+25VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55.12'29.8'10'6'EX. ACPAVEMENTPROP. ACPAVEMENTPCCSIDEWALKC/LR/W(2.05%)(4.14%)4.63%192.39 TC 191.89 FL(192.41)JOIN6'EX. CURBAND GUTTER12+50VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55.09'29.8'7'3'EX. ACPAVEMENTPROP. ACPAVEMENTPCCDRIVEWAYC/LR/W(2.05%)(4.14%)4.33%191.36 FL(191.81)JOINEX. CURBAND GUTTER12+75VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55.05'29.81'6.99'3'EX. ACPAVEMENTPROP. ACPAVEMENTPCCDRIVEWAYC/LR/W(2.44%)5.02%190.84 FL(191.33)JOINEX. CURBAND GUTTER13+00VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55.01'29.77'10.13'EX. ACPAVEMENTPROP. ACPAVEMENTPROP. LANDSCAPEAREAC/LR/W(2.80%)4.34%191.81 TC 190.31 FL(191.33)JOINEX. CURBAND GUTTER13+11.5VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55'EX. ACPAVEMENTC/LR/WEX. CURBAND GUTTER(4.70%)(2.81%)190.59 TC 190.09 FL 39.72'15.28' G:\\chstore2\PublicWorks\Reference-Library\Forms-Templates\DevRevForms\Inspections and Management\AGENT AUTHORIZATION FORM.doc AGENT AUTHORIZATION FORM I, ___________________________ of _________________________, certify that I have (Permittee) (Permittee Company) authority to sign and execute contracts on behalf of the Permittee Company, authorize ____________________________ to work under encroachment permit ___________, (Agent Company) (Permit No.) including all conditions and code requirements outlined therein. The work is to be completed at _____________________________ and includes the following; (Address) ___________________________________________________________________________ (describe work to be completed) ___________________________________________________________________________ ___________________________________________________________________________ I understand that the liability insurance on file when I was issued the permit shall remain in effect for all work completed by the Agent. I will notify the City of San Luis Obispo Public Works Department immediately of any changes in this relationship. PERMITTEE:AGENT: _______________________________ ___________________________________ Signature Date Signature Date _______________________________ ___________________________________ Name Printed Name Printed _______________________________ ___________________________________ Phone Number Phone Number 1 12.13.24 ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person) $OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH-STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 1/22/2025 License # 0305584 (805) 543-6887 304 25682 Souza Engineering Contracting, Inc. DBA: Souza Construction P.O. Box 3810 San Luis Obispo, CA 93403-3810 25674 A 2,000,000 X 11/9/2024 11/9/2025 1,000,000 1,000,000 1,000,000 Job #25-007-p RE: Encro, #FMAP0642-2021, Broad Street at Farmhouse Lane; Farmouhouse Lane, Allene Way, Morabito Place, Kendall Road, Prospect Street, 1025 Farmhouse Lane, San Luis Obispo, CA 93401. See form attached as triggered by written contract: GL: AI - CGD316 0219. City of San Luis Obispo Community Development Department, Engineering Division 919 Palm Street San Luis Obispo, CA 93401 ^SOUZEN-01 PATRA05 Morris & Garritano Insurance Agency, Inc. PO Drawer 1189 San Luis Obispo, CA 93406 Jocelyn Wild jwild@morrisgarritano.com The Travelers Indemnity Company of Connecticut Travelers Property Casualty Company of America X X X X X X X X X T I E E E T E T E I E E IT E E E T Thi eme uranc r in E E I E E T Thi r a en ra e ama i n eme u e an h r ra r a enin i n in i enera n ea r an an re h nnam e a na ure a a a i n E ia r a e e T ani a han er hi c m an I I E E I IE The in E I in I E i iar I E E IT E IT T E TI T E T T T E The in E I are I E n er hi in er men ue u i ia au h me eha an i iar are e uir inanc a uranc ri en a reeme u i iar i a i ra e am a curre n i ia i i an in uch era i The r men n hi in ere e han i ama na in in ur n er h men i n u i iar r uc e eem i na e ec ara The a e er n e n m an ri h re e e u ri e a ria n ura e ice ice nc i h i erm n ec ara i n Po o C IN IDEN ED C EC T M M C pharma e he ep a a r he D INE D INE pr e a e e a r rper e e a e pr pr he r e r he par a raph pp e N I app N IN ED he e pa E I E I Cpr C M I I ITM T N app r ar pr h ra ra ee r arame r pr pr e a ee e r e her emp e ee eer pr D I E he ara raph r he T eem h E I C C M e a I DT N T N e he ep a E III C a a IN N E C r r h a h pe r a a rp app a e rr e a e pr a e eeme he e e E E C C E C E E I I DT ND T E I T he ep a r a D INE pr per am a a e a r a reem e a a e he a e er e mpa r h re e e C D r e ma r a ra e e h pe n n n n n n n n n n ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person) $OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH-STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 2/21/2025 License # 0305584 (805) 543-6887 304 42307 JJ Fisher Construction, Inc. PO Box 2219 Nipomo, CA 93444 25682 25674 A 1,000,000 X 2/12/2025 2/12/2026 1,000,000 1,000,000 1,000,000 Re: City CIP (Capital Improvement Plan). See form to be issued by carrier as triggered by written contract: GL: AI - CG2012 04/13 - form to be issued by carrier. The City of San Luis Obispo, A Municipal Corporation Public Works Department 919 Palm Street San Luis Obispo, CA 93401 JJFISHE-01 BOTCERTS Morris & Garritano Insurance Agency, Inc. PO Drawer 1189 San Luis Obispo, CA 93406 Jocelyn Wild jwild@morrisgarritano.com Navigators Insurance Company The Travelers Indemnity Company of Connecticut Travelers Property Casualty Company of America X X X X X X ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person) $OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH-STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 11/17/2025 License # 0305584 (805) 543-6887 304 25682 Souza Engineering Contracting, Inc dba: Souza Construction P.O. Box 3810 San Luis Obispo, CA 93403-3810 25674 A 2,000,000 X 11/9/2025 11/9/2026 1,000,000 1,000,000 1,000,000 Job #25-015-P Re: Caltrans Project #05-1N3404, City of SLO Encroachment permit for a Caltrans job, Broad Street Exit 202B to California Boulevard Exit 203C., San Luis Obispo, CA If required by written contract, City of San Luis Obispo, Community Development Department, Engineering Division are Additionally Insureds as respects General Liability per the form CGD246 0419 attached. City of San Luis Obispo Community Development Department, Engineering Division 919 Palm Street San Luis Obispo, CA 93401 ^SOUZEN-01 SAGUIRRE Morris & Garritano Insurance Agency, Inc. 1122 Laurel Ln San Luis Obispo, CA 93401-5823 Jocelyn Wild jwild@morrisgarritano.com The Travelers Indemnity Company of Connecticut Travelers Property Casualty Company of America X X X X X X X X X COMM RCI L G NERAL IAB L TYE A E L I I T IS ENDORSEMENT CHANGES T E POLICY. PL ASE READ IT CAREFULLY.H H E BLANKET ADDITIONAL INSURED (Incl des Products-Completed Operations If Required By Contu ract) Thi e dorseme t m d fie i surance prov ded und er he f l o ing:s n n o i s n i t o l w COMM RCI L G NERAL IAB LI Y COVERA E PARTE A E L I T G P O ISIONR V S (1)Any "bodily injury", "property dam ge" oa r "pe sonal injury arising out o the prov di g,r "f i nThe fol owing i added tol s SE TI N II – WHO IS ANC O or fa l re to prov de, any pro e sionali u i f sINSU EDR:surv yingoengineer ngarch te tural erii c ,Any person o o gan zat on that yo agree in ar r i i u se v ce , ncl ding:r i s i uwrit en con ract or agreem nt to in lude a ant t e c s addi ional i sured o thi Cov rage Part i at n n s e s n (a)The preparin , approv ng, or fa li g tog i i n i sured, ut onlyn b :prepa e or approv , ma s, shopre p drawi gs, opin on , reports, surv y ,n i s e sa.Wi h re pe t to l abi ity fo "bodily injury ot s c i l r " r fi l orders or change orders, or thee d"prope ty dam ge that o curs, or fo "perso alr a " c r n prepa i g, approv ng, or fa l n tor n i i i gi ju y ca sed by an o fe se that is comm ttedn r " u f n i , prepa e or app ov , drawings andrr esubsequent to the signing of that contract or ag ee ent and while tha pa t o the contra t or m t r f c r spe i i a io s; andc f c t n ag ee ent s in e fe t; andr m i f c (b)Su ervso y, in pe t on, archi ect ral op i r s c i t u rb.If a d only to the ex ent that such injury o, n t ,r engineerin a t v t e .g c i i i sdama e is ca sed by a ts o om ssio s o yo og u c r i n f u r (2)Any "bodi y inju y or "prope ty dam gel r "r a "y ur subco tra tor in the perfo m nce o "y uo n c r a f o r caused by "y ur work an in luded in theo " d cwork to which the wri ten cont a t or agreemen"t r c t "produ ts-com leted o erat on hazardc p p i s "appl e . Such person or organiza ion doe noi s t s t un ess the wri ten cont a t o ag ee entlt r c r r mqual fy a an ad itional in ured with re pect toi s d s s spe i i a ly requi esthe independent a t o omssions o such cf c l r y u to prov de suchc s r i f o i pe son or organizationr .cov rage fo that addi ional in ured durine r t s g the oli y pe iod.p c rThe i surance prov ded to such ad it onal insured isnid i subje t o he olo ing p ov sions:c t t f l w r i c.The ad itional insured m st com ly with thedu p a.fo lowi g dutieIfthe Lim t o In uran e o thi Cov rage Part l n s:i s f s c f s e shown in the De laratio s ex eed the m nim mc n c i u (1)Giv us wri ten no i e as soon a pra tica lee t t c s c bl mt requi ed by the written co tra t oi i s r n c r o an "o cur en e o an o fe se whi h m yf c r c " r f n c aag ee ent, the i surance prov ded to ther m n i re ult i a clai . To t e ex en possible suchs n m h t t ,addi ional insured wil be to suchtl no ice should in l de:t c um nim m required lim ts. Fo the purpo e oi u i r s s f de erm nin whether thi applie , thet i g s s (a)How, when an where the "o cur en edc r c "m nim m im t requi ed by the wri ten co tra t oi u l i s r t n c r or o fe se too pla e;f n k cag ee ent will be co sidered to include ther m n (b)The nam s and addre se o any inj redes s f um nim m lim ts o any Umb el a o Ex essi u i f r l r c pe sons an witne se ; andr d s sl ab l ty cov rage requi ed fo the addi ionali i i e r r t i sured by that writ en cont a t o agreem nt.n t r c r e (c)The nature and lo ation o any inj ry oc f u rThi prov sion will not increa e the lim t os i s i s f dama e ari ing out o the "o cur en eg s f c r c "i suran e de cribed in Se tion c s c n III – Lim t Ofi s or o fe se.f nIn urance.s (2)If a cla m is ma e or "sui " i brought agai sti d t s nb.The insurance prov ded to such addi ionalit the ad it onal nsuredd i i :i sured does not ap ly o:n p t CG 2 46 04 19D Pa e 1 o 2g f limited limitation © 2018 The Travelers Indemnity Company. All rights reserved. COMM RCI L G NERAL IAB LITYE A E L I (a)Im e ia ely re ord the spe i i s o them d t c c f c f (4)Te der the de ense and i dem i y o anynfn n t f cla m or "suit an the date re eiv d; and cla m or "sui " to any prov der i " d c e i t i o othef r i suran e which woul cov r such addi ionaln c d e t(b)No i y us a soo a practi able and seetf s n s c i sured fo a lo s we cov r. Howev r, thisn r s e eto it that we re eiv wri ten noti e o thec e t c f condi ion doe not a f ct whethe thet s f e rcla m or "suit a soon a pra ti ablei " s s c c .i suran e prov ded to such addi io aln c i t n(3)Im e ia ely send us cop es o all legalm d t i f i sured i prima y to ot er insurancen s r hpape s receiv d in conne t on with the clair e c i m av ila le to such addi ional insured whi ha b t cor "sui ", coopera e wit us in thett h cov r that person or a ae s si v stigat on o se tlem nt o the claim on e i r t e f r name i sured a de cribed i Paragraphd n s s n 4.,de e se against the "sui ", and o herwisef n t t Ot e In uran e o Se tionh r s c , f c IV – Com e cialm rcom ly wit all pol cy o ditio s.p h i c n n Ge eral ondit on .n C i s Pa e 2 o 2g f CG 2 46 04 19D organization Liability © 2018 The Travelers Indemnity Company. All rights reserved. ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person) $OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH-STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 11/18/2024 License # 0305584 (805) 543-6887 (805) 543-3064 36056 JJ Fisher Construction, Inc. PO Box 2219 Nipomo, CA 93444 23787 11673 A 1,000,000 X X 2/12/2024 2/12/2025 1,000,000 1,000,000 1,000,000 City of San Luis Obispo is Additional Insured per the attached and as triggered by written contract: GL: AI - CG2012 0413, PNC - CG2001 0413, WOS - CG2404 0509; AL: AI - NCA7005 0118, PNC - NCA7005 0118, WOS - NCA7005 0118; WC: WOS - WC990410C 0119; UMB: AI - follows form, PNC - CFSIC-EX-3023 10/2020, WOS - CFSIC-EX-2443 04/2015. City of San Luis Obispo, A Municipal Corporation Public Works Department 919 Palm St San Luis Obispo, CA 93401 JJFISHE-01 JWILD Morris & Garritano Insurance Agency, Inc. PO Drawer 1189 San Luis Obispo, CA 93406 Navigators Specialty Insurance Company Nationwide Mutual Insurance Company Redwood Fire and Casualty Insurance Company X X X X X X CG 20 12 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 POLICY NUMBER: COMMERCIAL GENERAL LIABILITY CG 20 12 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - STATE OR GOVERNMENTAL AGENCY OR SUBDIVISION OR POLITICAL SUBDIVISION - PERMITS OR AUTHORIZATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE State Or Governmental Agency Or Subdivision Or Political Subdivision: Any State Or Governmental Agency Or Subdivision Or Political Subdivision for whom during the policy period you and such State Or Governmental Agency Or Subdivision Or Political Subdivision have agreed in writing in a contract or agreement that such State Or Governmental Agency Or Subdivision Or Political Subdivision be added as an additional insured on your policy. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II - Who Is An Insured is amended to include as an additional insured any state or governmental agency or subdivision or political subdivision shown in the Schedule, subject to the following provisions: 1. This insurance applies only with respect to operations performed by you or on your behalf for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization. However: a. The insurance afforded to such additional insured only applies to the extent permitted by law; and b. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. 2. This insurance does not apply to: a. "Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for the federal government, state or municipality; or b. "Bodily injury" or "property damage" included within the "products-completed operations hazard". B. With respect to the insurance afforded to these additional insureds, the following is added to Section III - Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. CG 20 01 04 13 Page 1 of 1© Insurance Services Office, Inc., 2012 COMMERCIAL GENERAL LIABILITY CG 20 01 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY – OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 24 04 05 09 © Insurance Services Office, Inc., 2008 Page 1 of 1 POLICY NUMBER: COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: Any person or organization when you and such person or organization have agreed in writing in a contract or agreement that you will waive any right of recovery against such person or organization. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV - Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products- completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. INSURED COPYCA 50776 INSURED COPYCA 50776 INSURED COPYCA 50776 Endorsement Effective: Policy No.: Insured: WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 04 10 C (Ed. 01-19) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT-CALIFORNIA BLANKET BASIS We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) The additional premium for this endorsement shall be calculated by applying a factor of 2% to the total manual premium, with a minimum initial charge of $350, then applying all other pricing factors for the policy to this calculated charge to derive the final cost of this endorsement. This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule Blanket Waiver Person/Organization Blanket Waiver –Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. Waiver Premium (prior to adjustments) This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement No.: Premium $ Insurance Company: WC 99 04 10 C Countersigned by ______________________________________ (Ed. 01-19) Jo b Description All CA Operations Redwood Fire and Casualty Ins Co 5665.00 02/12/2024 February 24, 2025 Sent via email Bryon N. Victor PO Box 3810 San Luis Obispo, CA 93403 Subject: DIR-0053-2025 (Santa Rosa Street from Mill Street to Monterey Street) Request to perform night work for a maximum of thirty (30) from, May 5 to September 5, 2025 from the hours of 7:00 p.m. to 7:00 a.m. to replace existing sewer lines by open trenching. This project is categorically exempt from CEQA environmental review. Dear Bryon N. Victor: I have reviewed your request for night work to replace existing sewer lines by open trenching. You are requesting work that will allow construction activities for a maximum of thirty nights between May 5 to September 5, 2025 from the hours of 7:00 p.m. to 7:00 a.m. The equipment that is expected to be used during the night work includes utility trailers, trucks, excavators, and compactors. The requested night work is to accommodate a scope of work that includes some traffic slowing during these hours. Performing this work at night will reduce impacts and disruptions that would be produced during daytime hours. This request is to be coordinated with the City’s Public Works Department. Your night work request is approved subject to the following conditions: 1. The following schedule shall be observed to minimize the impact to businesses and residences in the vicinity. 2. Prior to commencing the project, the contractor shall notify businesses and residences, within 300 feet of the worksite, about the proposed night work. The contractor shall provide proof to the Community Development Department before work begins that the residences and/or businesses were notified. 3. The contractor shall secure all applicable approvals from the Public Works Department prior to starting the construction work. Please contact the Public Works Department at (805) 781- 7200. Location Duration Approved Hours Santa Rosa Street from Mill Street to Monterey Street May 5, 2025 – September 5, 2025 7:00 p.m.- 7:00 a.m. DIR-0053-2025 Santa Rosa – Mill – Monterey Page 2 4. Work must be performed pursuant to Temporary Traffic Control Plan and/or Encroachment Permit, approved separate from this Night Work Permit. Final work dates/hours to be confirmed with City Construction Inspector. 5. Any portable or fixed equipment that produces noise (such as generators, concrete saws, jack hammers, etc.) shall be equipped with sound blankets, temporary sound barriers, or other attenuating devices so as to limit impacts to adjoining properties. 6. When not in use, equipment shall be kept in its lowest (quietest) idling state, or switched off, to limit noise impacts. 7. Any portable lighting shall be shielded and/or directed away from adjacent properties. 8. Loudspeakers or other similar forms of communication shall be prohibited. 9. The night work activities shall not begin until all the above conditions are satisfied and no sooner than March 3, 2025. The work will be limited to the dates specified in the project description unless prior approval has been granted by the City. If unforeseen circumstances cause a delay in the night work operation, prior notification of schedule changes shall be accomplished. This approval may be rescinded at any time should it be discovered that the above conditions are not being met, or it is determined that the conditions are insufficient to mitigate noise impacts to nearby properties. If you have any other questions, please contact Naomi Wilbur, Planning Intern, at (805) 781-7866, or by e-mail at: nwilbur@slocity.org. Sincerely, Rachel Cohen Principal Planner Community Development cc: Matt LaFreniere: mlafreni@slocity.org Stephanie DeGiovanni: sdegiova@slocity.org James Yanez: jyanez@slocity.org Hai Nguyen: hnguyen@slocity.org Mallory Patino: mpatino@slocity.org July 14, 2025 Sent via email Garrett Loughran JJ Fisher Construction 261 W. Dana Street Nipomo, CA 93444 Subject: DIR-0401-2025 (4600 Broad Street) Request to perform work at night for a maximum of eleven (11) nights between July 14 to July 25, 2025 between the hours of 7:00 p.m. to 7:00 a.m. to bring 2” of domestic water service, 6” of fire service, (2) 1” irrigation services from the west side of Broad Street to the east side at a new gas station location. This project is categorically exempt from environmental review (CEQA). Dear Garrett Loughran: I have reviewed your request for nighttime work to bring 2” of domestic water service, 6” of fire service, (2) 1” irrigation services from the west side of Broad Street to the east side at a new gas station location. You are requesting work that will allow construction activities for a maximum of eleven (11) nights between July 14 to July 25, 2025 from the hours of 7:00 p.m. to 7:00 a.m. The equipment that is expected to be used during the night work includes traffic control devices, crew trucks, mid-excavators, skip-loaders, walk-behind saws, and compressors. The requested night work is to accommodate a scope of work that includes some traffic slowing during these hours. Performing this work at night will reduce impacts and disruptions that would be produced during daytime hours. This request is to be coordinated with the City’s Public Works Department. Your night work request is approved subject to the following conditions: 1. The following schedule shall be observed to minimize the impact to businesses and residences in the vicinity. 2. The contractor shall notify businesses and residences, within 300 feet of the worksite, about the proposed night work and provide proof to the Community Development Department via email at planning@slocity.org and the City’s Construction Inspector at tchristensen@slocity.org before work begins. The notice shall list the dates and times of all night work. 3. Night work completed in non-consecutive nights over weeks or months shall require separate notification to the businesses and residences within 300 feet of the work for each separate interval of work (example: three months of night work for five nights requires a notice for work in March, separate notice for two nights of work in May, separate notice for one night of work in June). The contractor shall provide proof to the Community Development Department via email at Location Duration Approved Hours 4600 Broad Street Eleven (11) nights between July 14 to July 25, 2025 7:00 p.m. – 7:00 a.m. DIR-0401-2025 (4600 Broad Street) Page 2 planning@slocity.org and the City Construction Inspector at tchristensen@slocity.org before work begins for each non-consecutive night. The notice shall list the dates and times of all night work. 4. Work must comply with work hours and conditions of an approved temporary traffic control plan and encroachment permit. Final work dates/hours to be confirmed with City construction inspector. 5. Any portable or fixed equipment that produces noise (such as generators, concrete saws, jack hammers, etc.) shall be equipped with sound blankets, temporary sound barriers, or other attenuating devices so as to limit impacts to adjoining properties. 6. When not in use, equipment shall be kept in its lowest (quietest) idling state, or switched off, to limit noise impacts. 7. Any portable lighting shall be shielded and/or directed away from adjacent properties. 8. Loudspeakers or other similar forms of communication shall be prohibited. 9. The night work activities shall not begin until all the above conditions are satisfied and no sooner than July 14, 2025. The work will be limited to the dates specified in the project description unless prior approval has been granted by the City. If unforeseen circumstances cause a delay in the night work operation, prior notification of schedule changes shall be accomplished. This approval may be rescinded at any time should it be discovered that the above conditions are not being met or it is determined that the conditions are insufficient to mitigate noise impacts to nearby properties. If you have any questions regarding this letter, please contact Naomi Wilbur at (805) 783-7866 or nwilbur@slocity.org, or Mallory Patino at (805) 783-7704 or mpatino@slocity.org. Sincerely, Rachel Cohen Principal Planner Community Development cc: Matt LaFreniere (mlafreni@slocity.org) Stephanie DeGiovanni (sdegiova@slocity.org) Trae Christensen (tchristensen@slocity.org) CITY OFsanluisCALIFORNIAPublic Works Department -919 Palm Street • San Luis Obispo, CA 93401-3218Location: 1025 Farmhouse LnX-streets: Broad, AlleneProject Name: East Airport Annexation Public ImprovementsENCROACHMENT PERMITSubdivision ImprovementsENCR-0453-2025USA #: N/AOther permits required:Contractor:Souza Engineering Contracting - Souza ConstructionBryon Victor805-459-4914Description of Work:Install East Airport Annexation Public Improvements. All work to be done perthe approved FMAP-0642-2021 plans and City Standard Specifications &Engineering Standards. A traffic and pedestrian control plan must besubmitted, reviewed, and approved prior to each phase of the work. Traffic andpedestrian controls must be per approved plans and City Appendix G &MUTCD Standards. A separate night-work application with separate fees isrequired for any traffic control plans requiring night-work; a night-workapplication must be submitted, reviewed, and approved in advance; allowsufficient time for night-work review and approval, generally more than 4weeks. Separate Public Works overtime inspection fees are required for anywork outside of the City's normal working days (see City calendar) and normalworking hours (7:00 am - 4:00 pm). The permittee must notify affected tenantsof construction; refer to page 26 of City Standard Specifications for details(attached). Contact City Public Works inspector Trae Christensen at805-458-1339 two working days prior to the start of work and one working dayprior to each subsequent inspection. Permittee is responsible for calling forfinal inspection so the permit can be closed.Frontage Improvements Complete/UpgradedCurb Ramp Complete/Upgraded.City Fiber _Bus Route _Sewer WyeAll work performed within the right-of-way shall conform to the City of San Luis Obispo Engineering Standard Detailsand Standard Specifications.You are responsible for liability for personal injury and / or property damage caused by this work or your failure to do what you areobligated to do. If a claim of such liability is made against the City or any of its departments, officers, or employees, you shall, andhereby agree to, defend and indemnify the City and hold the City harmless from any claims, including costs of defense and attorneyfees.All work shall be completed and the right-of-way restored by: September 30, 2027AGREEMENT: I have read this permit and acknowledge receipt of the Citv of San Luis Obispo Encroachment PermitGeneral Provisions and 0 pages/of attache special conditions which I have read, agree to, and acknowledge as apartofthis/^iermit/y^Signa^urg^. \ 7-^l€ ^\. ':^ws€ei r^d^H2025'Print NameDEPT. of P.UBUC WORKS6a.s^J2yf^uLn-e-Date2/21/2025Issued ByDateFinal Inspection ByDateA:The City of San Luis Obispo is committed to include the disabled in all of its services, programs and activities.Telecommunications Device for the Deaf (805) 781-7410. city op s^n luis oBispo encRoachment peRmit QeneRal con6itionsAuthority: Encroachment Permits are issued in accordance with City of San Luis Obispo Municipal Code, Title 12.Conditions: All encroachment permits for work performed within the public right-of-way shall conform to recognizedstandards of construction and the requirements and conditions contained in the current City of San Luis ObispoEngineering Standards, Standard Specifications, City Policies and the California Manual on Uniform Traffic ControlDevices (CA MUTCD) for work zones traffic control.The following sections of the Standard Specifications should be reviewed by the Contractor prior to starting work.Additional sections of the Standard Specifications are also applicable dependent upon the type of work and work siteconditions.Section 3-1.05ASection 3-1.18ASection 4-1.02Section 4-1.13Section 5-1.02ASection 5-1.02BSection 5-1.02CSection 5-1.20GSection 5-1.26Section 5-1.36Section 5-1.36ESection 7-1.03Section 7-1.04Section 12Section 13Section 14-2.03Section 15Section 77-1.03A(1)Section 77-1.03A(2)Section 77-1.03CSection 77-2.01Encroachment Permit BondEncroachment PermitIntent: Maintain Plans & Current Standards at JobsiteCleanup & Work Site MaintenancePrivate Construction Projects Coordination and Interpretation of PlansEncroachment Permit PlansInspection for Encroachment into Public Right-of-WayCity Authorizations and PermitsConstruction SurveysProperty and Facilities PreservationSurvey MonumentsPublic ConveniencePublic SafetyTemporary Traffic ControlWater Pollution ControlArcheological ResourcesExisting FacilitiesUtilitiesTree ProtectionTemporary Paving and Steel PlatesWaterlines: Prohibition on Operation of Water System ValvesCall the Public Works inspection hotline at (805) 781-7554 two working days prior to the start of work and oneworking day prior to each subsequent inspection.Permittee understands and agrees that whenever permitted facilities conflict with future City improvements andprojects, new construction, reconstruction, or maintenance work in the public right-of-way, said facilities shall berelocated, removed, modified, or adjusted at permittee's sole expense.By signing the Encroachment Permit I understand and agree to follow the requirements in these Encroachment PermitConditions. I understand that failure to comply with all the requirements could cause the permit to be revoked and/orcause me to lose my privilege to work within the City right-of-way for 2 years. It is understood and agreed by thepermittee that the doing of any work under this permit shall constitute an acceptance of the provisions of this permitand all attachments.Website References:httDS://www.slocitv.ora/aovemment/deDartment-directorv/communitv-develoDment/enqineerina-develoDment-review/encroachment-permits 7-1.03A Public NotificationSupply and deliver notices of the work to all properties adjacent to and within 100 feet of the work area.The notice must include:1. A brief description of the work2. Date the work will start3. Date the work will end4. Potential impacts on the adjacent property5. Company representative's name6. Company representative's phone number where they can be reached or a message can be leftCompany representative must respond to all phone calls received within 18 hours of receipt with therequested information. Provide notices at least 48 hours in advance of the work. The dates in the noticemust represent only those dates when work is anticipated at the specific address. The project durationmust not be used as a substitute for actual site dates. Hangers without proper dates must be reissued toadjacent property owners at your expense. The Engineer must review and approve notice wording priorto distribution. Do not place notices inside mailboxes. Notices must be hand delivered or made up as adoor hanger. This notice is in addition to notice required for water service interruptions. Water Pollution Prevention Tracking InformationMunicipal Stormwater BMP E.10.a Compliance FormWater Ppllutipn Control Manager InformationConstruction Company: Souza ConstructionContractor's License Num.: 479476-AQSPNum(forSWPPP): 24168Responsible Person: Bryon N. Victor, PE, QSD, QSPMailing Address; PO Box 3810Office Phone Number; 805-546-8288Cell Phone Number: 805-459-4914Email Address: bryon@souzaconstructioninc.coml^:^'^^^:Project)nformatipn,^;^^Y^l^::;;;:;,:);1:^Project Location: -y-^g ^p^ jg located in City of San Luis Obispo, southeast of the San Luis Obispo RegionalAirport, on Farmhouse Lane, Allene Way, Kendall Road, Morabito Place and Prospect StreetsDescription of Work: Utilities removal, replacement, reconnection, and various concrete improvements.Distance to Nearest Creek or Storm Drain: HWY 227 (Broad St,) & Farmhouse Lane IntersectionArea of Disturbance 10,000 Sq, Ft.Construction Phase (circle one) Off-Site ( On-SiteConstruction Permit Type (completed by City Staff) ^;^^^^^^^^^^^^^^D Encroachment Permit Permit Number:D Building Permit Permit Number:D Capital Improvement Plan Spec. Number:;^ Construction Permit Status (completed by City Staff) :Date Permit Issued:Estimated Completion Date:Pollution Prevention Plan Type (completed by City Staff)SWPPP Approval Date;D WPCP (Included with Plans) Approval Date:D WPCP (Minor) Approval Date: DaaaDaWater Pollution Control Plan for Minor ProjectsBest Management Practices (BMP)BMP to be ImplementedStandardSpecificationBMP DescriptionBBBBEquipment MaintenanceStockpile ManagementSweepingSpill Management13-4.03C13-4.03C(3)13-4.03F13-4.03Maintain, repair, fuel, storage location, inspect vehiclesCover Stockpile, Place WaddlesSweep work area daily and prior to rain eventsPlan and materials for mitigating spills onsiteWaste Management BMPsBBBESaw-cut SlurryWashoutPortable toiletsSolid waste13-4,03E(7)13-913-4.03D(4)5-1.31Vacuum slurry and containPlastic lined washout areas for concrete and toolsProvide and ensure secondary containmentContain and remove trash from site dailyWork Specific BMPs (check and add all that apply)sCreek Protection ControlsStorm Drain Inlet ProtectionConstruction Entrance13-1013-613-7BMPs and Controls to protect adjacent waterwaysGravel bags and entranceBMPs to eliminate tracking from construction siteBMP MaintenanceBInspect, Document, Clean & Repair13-1.03Daily maintenance of required BMPsAcknowledgmentI have read, understood, and agree to the requirements of:1. ThisWPCP2. City of San Luis Obispo's Engineering Standard and Specifications3. State of California's General Construction PermitI understand and agree that;1. Additional BMPs may be required during the course of the work to ensure the protection of local water quality2. You must take corrective actions to protect local water quality3. Failure to comply with all requirements could cause;a. All construction work to be stopped until compliance is achievedb. Permit to be revokedc. Lose the privilege to work within the City right-of-way for 2 yearsM1/6/25Water Pollution Con^l Manager SignatureDate ENCROACHMENT PERMIT Utility Company - Blanket Maint Work ENCR-1236-2025Public Works Department • 919 Palm Street • San Luis Obispo, CA 93401-3218 Location:4600 Broad St USA #: N/A X-streets: Project Name: Airport, Farmhouse Other permits required: PG&E to install cable in conduit Applicant:Pacific Gas & Electric Company (PG&E) Joey Alvarez 805-206-1011 Description of Work: PG&E PM # 35533791. PG&E to replace cover/lid on box, bring to grade, and install cable in conduit. All work to be done to City Standard Specifications & Engineering Standards. Traffic and pedestrian controls must be per the approved and attached plans and City Appendix G & MUTCD Standards. Call the Public Works inspection hotline at 805-781-7554 two working days prior to the start of work and one working day prior to each subsequent inspection. Permittee is responsible for calling for final inspection so the permit can be closed. Traffic Delineation Plan Required: Yes Approved by: William Ring on 5/29/2025 Frontage Improvements Complete/Upgraded Curb Ramp Complete/Upgraded City Fiber Bus Route Sewer Wye All work performed within the right-of-way shall conform to the City of San Luis Obispo Engineering Standard Details and Standard Specifications. You are responsible for liability for personal injury and / or property damage caused by this work or your failure to do what you are obligated to do. If a claim of such liability is made against the City or any of its departments, officers, or employees, you shall, and hereby agree to, defend and indemnify the City and hold the City harmless from any claims, including costs of defense and attorney fees. All work shall be completed and the right-of-way restored by: June 05, 2026 AGREEMENT: I have read this permit and acknowledge receipt of the City of San Luis Obispo Encroachment Permit General Provisions and ___ pages of attached special conditions which I have read, agree to, and acknowledge as a part of this permit. Signature Date Print Name Issued By Date Final Inspection By Date DEPT. of PUBLIC WORKS The City of San Luis Obispo is committed to include the disabled in all of its services, programs and activities. Telecommunications Device for the Deaf (805) 781-7410. 05/29/2025 0 6/4/2025 Joey Alvarez city of san Luis Obispo Encroachment permit General conditions Authority: Encroachment Permits are issued in accordance with City of San Luis Obispo Municipal Code, Title 12. Conditions: All encroachment permits for work performed within the public right-of-way shall conform to recognized standards of construction and the requirements and conditions contained in the current City of San Luis Obispo Engineering Standards, Standard Specifications, City Policies and the California Manual on Uniform Traffic Control Devices (CA MUTCD) for work zones traffic control. The following sections of the Standard Specifications should be reviewed by the Contractor prior to starting work. Additional sections of the Standard Specifications are also applicable dependent upon the type of work and work site conditions. Section 3-1.05A Encroachment Permit Bond Section 3-1.18A Encroachment Permit Section 4-1.02 Intent: Maintain Plans & Current Standards at Jobsite Section 4-1.13 Cleanup & Work Site Maintenance Section 5-1.02A Private Construction Projects Coordination and Interpretation of Plans Section 5-1.02B Encroachment Permit Plans Section 5-1.02C Inspection for Encroachment into Public Right-of-Way Section 5-1.20G City Authorizations and Permits Section 5-1.26 Construction Surveys Section 5-1.36 Property and Facilities Preservation Section 5-1.36E Survey Monuments Section 7-1.03 Public Convenience Section 7-1.04 Public Safety Section 12 Temporary Traffic Control Section 13 Water Pollution Control Section 14-2.03 Archeological Resources Section 15 Existing Facilities Section 77-1.03A(1) Utilities Section 77-1.03A(2) Tree Protection Section 77-1.03C Temporary Paving and Steel Plates Section 77-2.01 Waterlines: Prohibition on Operation of Water System Valves Call the Public Works inspection hotline at (805) 781-7554 two working days prior to the start of work and one working day prior to each subsequent inspection. Permittee understands and agrees that whenever permitted facilities conflict with future City improvements and projects, new construction, reconstruction, or maintenance work in the public right-of-way, said facilities shall be relocated, removed, modified, or adjusted at permittee’s sole expense. By signing the Encroachment Permit I understand and agree to follow the requirements in these Encroachment Permit Conditions. I understand that failure to comply with all the requirements could cause the permit to be revoked and/or cause me to lose my privilege to work within the City right-of–way for 2 years. It is understood and agreed by the permittee that the doing of any work under this permit shall constitute an acceptance of the provisions of this permit and all attachments. Website References: https://www.slocity.org/government/department-directory/community-development/engineering-development-review/encroachment-permits Public Works / Community Development T 805.781.7015 919 Palm Street, San Luis Obispo, CA 93401 F 805.783.7751 ALL FIELDS MUST BE COMPLETED FOR APPROVAL General Info: Project Location: _______________________________________________________________________________________ Description of Work: ____________________________________________________________________________________ Agency / Company: _____________________________________________________________________________________ Contact Person: _________________________________________ Phone: _____________________________________ Check One Permit Project…………………… City Inspector: ______________________________ Capital Improvement Project…… City Inspector/Spec. No. ______________________ Special Event Street Closure……. City Event Supervisor: ______________________________ Schedule: Requested Schedule (Dates & Hours): Dates ___________________________________________ Hours: (From)_________(To)__________ Number of Days Required to complete work (list for each location):_____________________________________________________ Night Work Requests (7pm – 7am) must receive night work permit from Community Development Department. Night work application: Date Submitted __________ Date Approved __________ Permit Number _____________ Traffic Control: All temporary traffic control shall be per the most current version of the California Manual on Uniform Traffic Control Devices (MUTCD), City of San Luis Obispo Engineering Standards & Specifications (Engr. Std. Appendix G), and CalTrans Standard Plans & Specifications. Work Zone / Event Closure Area: STREET: _____________________________________________________________________________________________ FROM: ________ (Dist. Ft.) ______(Direction N,S,E,W) Of ________________________________________________(Street) TO: ________ (Dist. Ft.) ______(Direction N,S,E,W) Of ___________________________________________________(Street) Work Zone Description __________________________________________________________________________________ _____________________________________________________________________________________________________ Work affects City Transit Stop or Route. Yes No Transit Division approved work: Yes No Date: __________ If yes, contractor must advise Transit Division 7 days prior to work. Contact SLO Transit at 781-7531 ____________________ (City Staff Name) Work requires closure of parking lane or parking meters Yes No Parking Division approved work: Yes No Date: __________ If yes, contractor must receive approval from Parking Division 7 days prior to work. Contact Parking Division at 781-7230. Work requires traffic control to be set up on Caltrans Right of Way. Yes No . If yes, attach copy of permit. Permit No.______________ SLO City Engineering Standard Appendix G. Check applicable standards AND indicate location of work zone on applicable standard. Fig. A Fig. B Fig. C Fig. D Fig. E Fig. F Fig. G Fig. H Fig. I Fig. J Fig. K Fig. L Fig. M Fig. N Fig. O Fig. P Custom Traffic Control Plan (TCP) Required and Attached. Traffic Control Plan Requirements for each phase of work: Accurate Depiction of Street (St. Names, Striping, Traffic Signals, Stop Signs, etc….) Depiction of work zone area (Approx. Dimension) Depiction of temporary delineation & signing (Taper Lengths Dimensioned) Traffic control plans should be submitted to the City Inspector assigned to your job; if the work is by permit then the plan should be submitted along with the encroachment permit. Please refer to the links below for typical applications, sign codes, use of flashing arrow panels, and taper lengths. Accepted Accepted With Comments See Additional Comments on TCP __________________________________________________ ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ Denied (By: __________________ Date ______ ) Resubmittals shall include original application and traffic control plan with City comments ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ CA MUTCD: http://www.dot.ca.gov/hq/traffops/signtech/mutcdsupp/ca_mutcd2012.htm SLO City Std. Plans: http://www.slocity.org/publicworks/stds/appx-g.pdf OFFICE USE ONLY Rec. By: _______ Date: _____ App. By: _______ Date: _____ TEMPORARY TRAFFIC CONTROL APPLICATION CHOOSE ONE F A R MH OU S E L A N E BROADSTREETWVWV1200A NON-RES.(2-600A METERS W/CTS)277/480v 3Ø 4WEST. DEM: 318kVAVD: 2.58vSCI: 22,000AJ75673 - 1 1 0 0 A E P R 1 2 k V 5 " 3 - 1 1 0 0 A E P R 1 2 k V 5 "3-1/0AEPR12k V4"3-1/0AEPR12kV4"3-1/0AEPR12k V4"103811037965E10383 65E10385 J 102135LBS0'/96'/110'0'/33'/64'114'/74'/219'335L B S SEE DETAIL ASEE DETAIL B3-1/0AEPR12kV4"3-1/0AEPR12kV4"T656274100000209414300 KVA277/480V 3Ø318 NEW KVA(S) PL35LBS0'/33'/64'NOTTOSCALE8'3'3'3'WORKINGSPACEREQUIREMENTSFOPADMOUNTTRANSFORMERS.MAINTAINACLEAR,LEVELWORKINGSPACEASSHOWN,PERPG&EDRAWING051122.TOJ1021TOT656274LEGENDXX'F/XX'/XX' = FRANCHISE CONDUIT/PP CONDUIT/ CABLENEW 3-1/0AL EPR-CON-ECAP-PE IN APPLICANT INSTALLED 4" DUCTW/ DETECTABLE PULL TAPENEW 4 RUNS OF 1000A XLP IN 4-5" APPLICANT INSTALLED DUCTSPGE TO REPLACE FRAME/COVER OF 4'6" x 8'6" IVT WITH FVT LIDMCODE: 041054 W/6" EXTENSION MCODE: 041094PGE TO SET LID TO NEW GRADESVNOTES:APPLICANT TO TRENCH AND INSTALL BOX PAD. PGE TO INSTALL LID FORSUBSTRUCTURE.CONTACT PG&E INSPECTOR @ 546-5247 FOR TRENCH INSPECTION.INSTALL PANEL, DUCT AND TRENCH PER PG&E LATEST GREENBOOK STANDARDS.REFERENCE INTERNET ADDRESS:WWW.PGE.COMPDETAIL A1"=8'DETAIL BSLO ANNUAL PERMIT & TCP/FLAGGING REQ. WORK ZONE BROAD STFARMHOUSE LANE227 TRAFFIC MANAGEMENT, INC. www.trafficmanagement.com C31 # 785804 800.763.3999 California | Great LaMes | New ;orM Traffic Control Services - Sales & Rentals Permits & Consulting - Engineering - Training N - FLAGGER WITH - TYPE-III BARRICADE W/ SIGN - ADA BARRICADE W/ SIGN - TYPE-II BARRICADE W/ SIGN - CHANNELIZATION DEVICE - SIGN - FLASHING ARROW SIGN (FAS) - WORK AREA LEGEND COVER SHEET WORK AREA TRAFFIC CONTROL: JOB NUMBER: DATE: 05/13/25 CONTACT: CONTACT: - EXISTING SIGN PM#: 35533791 ADDRESS RECOMMENDED ADVANCE WARNING SIGN SPACING TABLE (CA MUTCD 2014, LATEST EDITION, TABLE 6C-1. SEE TABLE FOR ADDITIONAL DETAILS) ROAD TYPE DISTANCE BETWEEN SIGNS (FT) A B C URBAN - 25 MPH OR LESS 100 100 100 URBAN - 30 MPH TO 40 MPH 250 250 250 URBAN - 45 MPH AND ABOVE 350 350 350 RURAL 500 500 500 EXPRESSWAY / FREEWAY 1000 1500 2640 GENERAL NOTES 1 THIS PLAN CONFORMS TO THE CA MUTCD, LATEST EDITION. 2 THE LOCATION OF THE SIGNS SHOWN ON THE PLAN ARE GUIDELINES AND THE ACTUAL LOCATION WILL DEPEND UPON ALIGNMENT, GRADE, LOCATION OF THE STREET INTERSECTIONS, AND 85TH PERCENTILE SPEED. 3 NOTIFY LOCAL LAW ENFORCEMENT, FIRE, AND AMBULANCE COMPANIES WITHIN 72 HOURS BEFORE CONSTRUCTION BEGINS. KEEP OPEN ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES. 4 CONTINUAL MONITORING AND MAINTENANCE OF THE TRAFFIC CONTROL ZONE WILL BE IMPLEMENTED FOR THE PURPOSE OF MAINTAINING EMERGENCY ACCESS, AND TO PROVIDE ACCOMMODATIONS FOR PEDESTRIANS, BICYCLE TRAFFIC AND THE DISABLED. 5 PROPERLY TRAINED TRAFFIC CONTROLLERS, PROPER DEVICES, & PROPER USE OF THE DEVICES ARE REQUIRED AT ALL TIMES. 6 ALL SIGNS IMPLEMENTED WILL ONLY BE VIEWABLE WHEN IN USE, OTHERWISE ALL WARNING DEVICES ARE TO BE TAKEN DOWN OR COVERED. 7 NOTHING WILL BE ALLOWED IN BUFFER/TRANSITION AREA(S) AT ANY TIME. 8 ALL CONFLICTING MARKINGS ARE TO BE REMOVED FOR PROJECTS THAT LAST THREE (3) CONTINUOUS DAYS OR LONGER. 9 ALL SIGNAGE AND CHANNELIZING DEVICES MUST BE RETROREFLECTIVE OR ILLUMINATED DURING THE NIGHT. MINIMUM VISIBILITY SHALL BE 1000 FEET. 10 ONLY ONE SIDEWALK WILL BE CLOSED AT A TIME. PEDESTRIAN AND DISABLED ACCESS TO BE MAINTAINED PER CA MUTCD STANDARDS. 11 CONTACT UNDERGROUND SERVICE ALERT (USA) 48 HOURS PRIOR TO ANY EXCAVATION FOR POTENTIAL UTILITY CONFLICTS. 4600 BROAD ST, SAN LUIS OBISPO 4600 BROAD ST JOEY ALVAREZ, JR (805) 206-1011 523568 PG&E RADIO COMMUNICATION SCALE: N.T.S. PREPARED BY: JC SIZE: 11"x17" PLAN#: 101699 BROAD ST 45 MPH[]FARM HOUSE LANESEE SHEET 2MATCH LINE7 ROAD WORK AHEAD W20-1 250' NTS 15' MIN 15' MIN 350' NTS ROAD WORK AHEAD W20-1 G20-2 ROAD WORK END W11-1/ SHARE THE ROAD W16-1 COMBO 227 BIKE LANE CLOSED SC11(MOD) 340' TANGENT 45' MAX BIKE LANE CLOSED SC11(MOD) R3-4 45' MAX 15' MIN 12' MIN TRAFFIC MANAGEMENT, INC. www.trafficmanagement.com C31 # 785804 800.763.3999 California | Great LaMes | New ;orM Traffic Control Services - Sales & Rentals Permits & Consulting - Engineering - Training LEGEND SHEET ADDRESS 4600 BROAD ST, SAN LUIS OBISPO 1 OF 2 WORK AREA TRAFFIC CONTROL: SCALE: 1"=40' PREPARED BY: JC JOB NUMBER: 4600 BROAD ST DATE: 05/13/25 CONTACT: CONTACT: JOEY ALVAREZ, JR (805) 206-1011 SIZE: 11"x17" 523568 PLAN#: 101699 PM#: 35533791 ALL DRIVEWAYS TO REMAIN OPEN UNLESS OTHERWISE INDICATED. FLAGGERS TO ASSIST WITH PEDESTRIAN TRAFFIC. POST TEMPORARY "NO PARKING" IN ALL AREAS AFFECTED BY THE WORK AREA 72 HRS PRIOR TO WORK. NOTIFY ALL AFFECTED BUSINESSES/RESIDENTS. - FLAGGER WITH - TYPE-III BARRICADE W/ SIGN - ADA BARRICADE W/ SIGN - TYPE-II BARRICADE W/ SIGN - CHANNELIZATION DEVICE - SIGN - FLASHING ARROW SIGN (FAS) - WORK AREA - EXISTING SIGN RADIO COMMUNICATION N AHEAD CLOSED BIKE LANE C20(MOD)(BIKE) 350' NTS 350' NTS ROAD WORK AHEAD W20-1 SEE SHEET 1MATCH LINEBROAD ST 45 MPH[] 227 115' GAP 315' SHOULDER TAPER TURN RIGHT RIGHT LANE MUST R3-7(R) 45' MAX W12-1 W11-1/ SHARE THE ROAD W16-1 COMBO 150' NTS 150' NTS CLOSED AHEAD SHOULDER RIGHT W21-5b(R) G20-2 ROAD WORK END AVIADORES WAY 15' MIN 12' MIN 15' MIN 100' NTS ROAD WORK AHEAD W20-1 TRAFFIC MANAGEMENT, INC. www.trafficmanagement.com C31 # 785804 800.763.3999 California | Great LaMes | New ;orM Traffic Control Services - Sales & Rentals Permits & Consulting - Engineering - Training LEGEND SHEET ADDRESS 4600 BROAD ST, SAN LUIS OBISPO 2 OF 2 WORK AREA TRAFFIC CONTROL: SCALE: 1"=40' PREPARED BY: JC JOB NUMBER: 4600 BROAD ST DATE: 05/13/25 CONTACT: CONTACT: JOEY ALVAREZ, JR (805) 206-1011 SIZE: 11"x17" 523568 PLAN#: 101699 PM#: 35533791 ALL DRIVEWAYS TO REMAIN OPEN UNLESS OTHERWISE INDICATED. FLAGGERS TO ASSIST WITH PEDESTRIAN TRAFFIC. POST TEMPORARY "NO PARKING" IN ALL AREAS AFFECTED BY THE WORK AREA 72 HRS PRIOR TO WORK. NOTIFY ALL AFFECTED BUSINESSES/RESIDENTS. - FLAGGER WITH - TYPE-III BARRICADE W/ SIGN - ADA BARRICADE W/ SIGN - TYPE-II BARRICADE W/ SIGN - CHANNELIZATION DEVICE - SIGN - FLASHING ARROW SIGN (FAS) - WORK AREA - EXISTING SIGN RADIO COMMUNICATION N ENCROACHMENT PERMIT Utility Company - Blanket Maint Work ENCR-2536-2025Public Works Department • 919 Palm Street • San Luis Obispo, CA 93401-3218 Location:4600 Broad St USA #: N/A X-streets: Project Name: Aero, Farmhouse Other permits required: PG&E to pull cable in conduit Applicant:Pacific Gas & Electric Company (PG&E) Joey Alvarez 805-206-1011 Description of Work: PG&E PM # 35644055. PG&E to pull cable through conduit and install equipment. Standard working hours are 7am-4pm. All work to be done to City Standard Specifications & Engineering Standards. Traffic and pedestrian controls must be per the approved and attached plans and City Appendix G & MUTCD Standards. Call the Public Works inspection hotline at 805-781-7554 two working days prior to the start of work and one working day prior to each subsequent inspection. Permittee is responsible for calling for final inspection so the permit can be closed. Traffic Delineation Plan Required: Yes Approved by: Bryan Wheeler on 10/21/2025 Frontage Improvements Complete/Upgraded Curb Ramp Complete/Upgraded City Fiber Bus Route Sewer Wye All work performed within the right-of-way shall conform to the City of San Luis Obispo Engineering Standard Details and Standard Specifications. You are responsible for liability for personal injury and / or property damage caused by this work or your failure to do what you are obligated to do. If a claim of such liability is made against the City or any of its departments, officers, or employees, you shall, and hereby agree to, defend and indemnify the City and hold the City harmless from any claims, including costs of defense and attorney fees. All work shall be completed and the right-of-way restored by: November 06, 2026 AGREEMENT: I have read this permit and acknowledge receipt of the City of San Luis Obispo Encroachment Permit General Provisions and ___ pages of attached special conditions which I have read, agree to, and acknowledge as a part of this permit. Signature Date Print Name Issued By Date Final Inspection By Date DEPT. of PUBLIC WORKS The City of San Luis Obispo is committed to include the disabled in all of its services, programs and activities. Telecommunications Device for the Deaf (805) 781-7410. 10/30/2025 0 city of san Luis Obispo Encroachment permit General conditions Authority: Encroachment Permits are issued in accordance with City of San Luis Obispo Municipal Code, Title 12. Conditions: All encroachment permits for work performed within the public right-of-way shall conform to recognized standards of construction and the requirements and conditions contained in the current City of San Luis Obispo Engineering Standards, Standard Specifications, City Policies and the California Manual on Uniform Traffic Control Devices (CA MUTCD) for work zones traffic control. The following sections of the Standard Specifications should be reviewed by the Contractor prior to starting work. Additional sections of the Standard Specifications are also applicable dependent upon the type of work and work site conditions. Section 3-1.05A Encroachment Permit Bond Section 3-1.18A Encroachment Permit Section 4-1.02 Intent: Maintain Plans & Current Standards at Jobsite Section 4-1.13 Cleanup & Work Site Maintenance Section 5-1.02A Private Construction Projects Coordination and Interpretation of Plans Section 5-1.02B Encroachment Permit Plans Section 5-1.02C Inspection for Encroachment into Public Right-of-Way Section 5-1.20G City Authorizations and Permits Section 5-1.26 Construction Surveys Section 5-1.36 Property and Facilities Preservation Section 5-1.36E Survey Monuments Section 7-1.03 Public Convenience Section 7-1.04 Public Safety Section 12 Temporary Traffic Control Section 13 Water Pollution Control Section 14-2.03 Archeological Resources Section 15 Existing Facilities Section 77-1.03A(1) Utilities Section 77-1.03A(2) Tree Protection Section 77-1.03C Temporary Paving and Steel Plates Section 77-2.01 Waterlines: Prohibition on Operation of Water System Valves Call the Public Works inspection hotline at (805) 781-7554 two working days prior to the start of work and one working day prior to each subsequent inspection. Permittee understands and agrees that whenever permitted facilities conflict with future City improvements and projects, new construction, reconstruction, or maintenance work in the public right-of-way, said facilities shall be relocated, removed, modified, or adjusted at permittee’s sole expense. By signing the Encroachment Permit I understand and agree to follow the requirements in these Encroachment Permit Conditions. I understand that failure to comply with all the requirements could cause the permit to be revoked and/or cause me to lose my privilege to work within the City right-of–way for 2 years. It is understood and agreed by the permittee that the doing of any work under this permit shall constitute an acceptance of the provisions of this permit and all attachments. Website References: https://www.slocity.org/government/department-directory/community-development/engineering-development-review/encroachment-permits Public Works / Community Development T 805.781.7015 919 Palm Street, San Luis Obispo, CA 93401 F 805.783.7751 ALL FIELDS MUST BE COMPLETED FOR APPROVAL General Info: Project Location: _______________________________________________________________________________________ Description of Work: ____________________________________________________________________________________ Agency / Company: _____________________________________________________________________________________ Contact Person: _________________________________________ Phone: _____________________________________ Check One Permit Project…………………… City Inspector: ______________________________ Capital Improvement Project…… City Inspector/Spec. No. ______________________ Special Event Street Closure……. City Event Supervisor: ______________________________ Schedule: Requested Schedule (Dates & Hours): Dates ___________________________________________ Hours: (From)_________(To)__________ Number of Days Required to complete work (list for each location):_____________________________________________________ Night Work Requests (7pm – 7am) must receive night work permit from Community Development Department. Night work application: Date Submitted __________ Date Approved __________ Permit Number _____________ Traffic Control: All temporary traffic control shall be per the most current version of the California Manual on Uniform Traffic Control Devices (MUTCD), City of San Luis Obispo Engineering Standards & Specifications (Engr. Std. Appendix G), and CalTrans Standard Plans & Specifications. Work Zone / Event Closure Area: STREET: _____________________________________________________________________________________________ FROM: ________ (Dist. Ft.) ______(Direction N,S,E,W) Of ________________________________________________(Street) TO: ________ (Dist. Ft.) ______(Direction N,S,E,W) Of ___________________________________________________(Street) Work Zone Description __________________________________________________________________________________ _____________________________________________________________________________________________________ Work affects City Transit Stop or Route. Yes No Transit Division approved work: Yes No Date: __________ If yes, contractor must advise Transit Division 7 days prior to work. Contact SLO Transit at 781-7531 ____________________ (City Staff Name) Work requires closure of parking lane or parking meters Yes No Parking Division approved work: Yes No Date: __________ If yes, contractor must receive approval from Parking Division 7 days prior to work. Contact Parking Division at 781-7230. Work requires traffic control to be set up on Caltrans Right of Way. Yes No . If yes, attach copy of permit. Permit No.______________ SLO City Engineering Standard Appendix G. Check applicable standards AND indicate location of work zone on applicable standard. Fig. A Fig. B Fig. C Fig. D Fig. E Fig. F Fig. G Fig. H Fig. I Fig. J Fig. K Fig. L Fig. M Fig. N Fig. O Fig. P Custom Traffic Control Plan (TCP) Required and Attached. Traffic Control Plan Requirements for each phase of work: Accurate Depiction of Street (St. Names, Striping, Traffic Signals, Stop Signs, etc….) Depiction of work zone area (Approx. Dimension) Depiction of temporary delineation & signing (Taper Lengths Dimensioned) Traffic control plans should be submitted to the City Inspector assigned to your job; if the work is by permit then the plan should be submitted along with the encroachment permit. Please refer to the links below for typical applications, sign codes, use of flashing arrow panels, and taper lengths. Accepted Accepted With Comments See Additional Comments on TCP __________________________________________________ ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ Denied (By: __________________ Date ______ ) Resubmittals shall include original application and traffic control plan with City comments ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ CA MUTCD: http://www.dot.ca.gov/hq/traffops/signtech/mutcdsupp/ca_mutcd2012.htm SLO City Std. Plans: http://www.slocity.org/publicworks/stds/appx-g.pdf OFFICE USE ONLY Rec. By: _______ Date: _____ App. By: _______ Date: _____ TEMPORARY TRAFFIC CONTROL APPLICATION CHOOSE ONE WORK ZONE BROAD STFARMHOUSE LNAERO DRWORK ZONE AIRPOT DR227 TRAFFIC MANAGEMENT, INC. www.trafficmanagement.com C31 # 785804 800.763.3999 California | Great LaMes | New ;orM Traffic Control Services - Sales & Rentals Permits & Consulting - Engineering - Training N- FLAGGER WITH - TYPE-III BARRICADE W/ SIGN - ADA BARRICADE W/ SIGN - TYPE-II BARRICADE W/ SIGN - CHANNELIZATION DEVICE - SIGN - FLASHING ARROW SIGN (FAS) - WORK AREA LEGEND COVER SHEET WORK AREA TRAFFIC CONTROL: JOB NUMBER: DATE: 09/02/25 CONTACT: CONTACT: - EXISTING SIGN PM#: 35644055 ADDRESS RECOMMENDED ADVANCE WARNING SIGN SPACING TABLE (CA MUTCD 2014, LATEST EDITION, TABLE 6C-1. SEE TABLE FOR ADDITIONAL DETAILS) ROAD TYPE DISTANCE BETWEEN SIGNS (FT) A B C URBAN - 25 MPH OR LESS 100 100 100 URBAN - 30 MPH TO 40 MPH 250 250 250 URBAN - 45 MPH AND ABOVE 350 350 350 RURAL 500 500 500 EXPRESSWAY / FREEWAY 1000 1500 2640 GENERAL NOTES 1 THIS PLAN CONFORMS TO THE CA MUTCD, LATEST EDITION. 2 THE LOCATION OF THE SIGNS SHOWN ON THE PLAN ARE GUIDELINES AND THE ACTUAL LOCATION WILL DEPEND UPON ALIGNMENT, GRADE, LOCATION OF THE STREET INTERSECTIONS, AND 85TH PERCENTILE SPEED. 3 NOTIFY LOCAL LAW ENFORCEMENT, FIRE, AND AMBULANCE COMPANIES WITHIN 72 HOURS BEFORE CONSTRUCTION BEGINS. KEEP OPEN ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES. 4 CONTINUAL MONITORING AND MAINTENANCE OF THE TRAFFIC CONTROL ZONE WILL BE IMPLEMENTED FOR THE PURPOSE OF MAINTAINING EMERGENCY ACCESS, AND TO PROVIDE ACCOMMODATIONS FOR PEDESTRIANS, BICYCLE TRAFFIC AND THE DISABLED. 5 PROPERLY TRAINED TRAFFIC CONTROLLERS, PROPER DEVICES, & PROPER USE OF THE DEVICES ARE REQUIRED AT ALL TIMES. 6 ALL SIGNS IMPLEMENTED WILL ONLY BE VIEWABLE WHEN IN USE, OTHERWISE ALL WARNING DEVICES ARE TO BE TAKEN DOWN OR COVERED. 7 NOTHING WILL BE ALLOWED IN BUFFER/TRANSITION AREA(S) AT ANY TIME. 8 ALL CONFLICTING MARKINGS ARE TO BE REMOVED FOR PROJECTS THAT LAST THREE (3) CONTINUOUS DAYS OR LONGER. 9 ALL SIGNAGE AND CHANNELIZING DEVICES MUST BE RETROREFLECTIVE OR ILLUMINATED DURING THE NIGHT. MINIMUM VISIBILITY SHALL BE 1000 FEET. 10 ONLY ONE SIDEWALK WILL BE CLOSED AT A TIME. PEDESTRIAN AND DISABLED ACCESS TO BE MAINTAINED PER CA MUTCD STANDARDS. 11 CONTACT UNDERGROUND SERVICE ALERT (USA) 48 HOURS PRIOR TO ANY EXCAVATION FOR POTENTIAL UTILITY CONFLICTS. 4600 BROAD ST, SAN LUIS OBISPO COUNTY 4600 BROAD ST JOEY ALVAREZ, JR (805) 206-1011 523568 PG&E RADIO COMMUNICATION SCALE: N.T.S. PREPARED BY: JER SIZE: 11"x17" PLAN#: 105024 SEE SHEET 2MATCH LINE A180' SHOULDER TAPER 100' NTS ROAD WORK AHEAD W20-1 AEROVISTA DR25MPH[]AHEAD CLOSED BIKE LANE C20(MOD)(BIKE) 350' NTS ROAD WORK AHEAD W20-1 W11-1/ SHARE THE ROAD W16-1 COMBO 150' NTS 150' NTS 350' NTS 45' MAX BROAD ST 45 MPH [ ] BIKE LANE CLOSED SC11(MOD) 227G20-2 ROAD WORK END W4-2(R)W20-5(R) AHEAD RIGHT LANE CLOSED 350' NTS W11-1/ SHARE THE ROAD W16-1 COMBO TRAFFIC MANAGEMENT, INC. www.trafficmanagement.com C31 # 785804 800.763.3999 California | Great LaMes | New ;orM Traffic Control Services - Sales & Rentals Permits & Consulting - Engineering - Training LEGEND SHEET ADDRESS 4600 BROAD ST, SAN LUIS OBISPO COUNTY 1 OF 5 WORK AREA TRAFFIC CONTROL: SCALE: 1"=40' PREPARED BY: JER JOB NUMBER: 4600 BROAD ST DATE: 09/02/25 CONTACT: CONTACT: JOEY ALVAREZ, JR (805) 206-1011 SIZE: 11"x17" 523568 PLAN#: 105024 PM#: 35644055 ALL DRIVEWAYS TO REMAIN OPEN UNLESS OTHERWISE INDICATED. FLAGGERS TO ASSIST WITH PEDESTRIAN TRAFFIC. POST TEMPORARY "NO PARKING" IN ALL AREAS AFFECTED BY THE WORK AREA 72 HRS PRIOR TO WORK. NOTIFY ALL AFFECTED BUSINESSES/RESIDENTS. - FLAGGER WITH - TYPE-III BARRICADE W/ SIGN - ADA BARRICADE W/ SIGN - TYPE-II BARRICADE W/ SIGN - CHANNELIZATION DEVICE - SIGN - FLASHING ARROW SIGN (FAS) - WORK AREA - EXISTING SIGN RADIO COMMUNICATION N SEE SHEET 1TURN RIGHT RIGHT LANE MUST R3-7(R) 100' TANGENT540' MERGING TAPER 115' GAP FAS 45' MAX MATCH LINE BSEE SHEET 3BROAD ST 45 MPH [ ] CLOSED LANE C30(CA) 15' MIN 227 W12-1 MATCH LINE A12' MIN TRAFFIC MANAGEMENT, INC. www.trafficmanagement.com C31 # 785804 800.763.3999 California | Great LaMes | New ;orM Traffic Control Services - Sales & Rentals Permits & Consulting - Engineering - Training LEGEND SHEET ADDRESS 4600 BROAD ST, SAN LUIS OBISPO COUNTY 2 OF 5 WORK AREA TRAFFIC CONTROL: SCALE: 1"=40' PREPARED BY: JER JOB NUMBER: 4600 BROAD ST DATE: 09/02/25 CONTACT: CONTACT: JOEY ALVAREZ, JR (805) 206-1011 SIZE: 11"x17" 523568 PLAN#: 105024 PM#: 35644055 ALL DRIVEWAYS TO REMAIN OPEN UNLESS OTHERWISE INDICATED. FLAGGERS TO ASSIST WITH PEDESTRIAN TRAFFIC. POST TEMPORARY "NO PARKING" IN ALL AREAS AFFECTED BY THE WORK AREA 72 HRS PRIOR TO WORK. NOTIFY ALL AFFECTED BUSINESSES/RESIDENTS. - FLAGGER WITH - TYPE-III BARRICADE W/ SIGN - ADA BARRICADE W/ SIGN - TYPE-II BARRICADE W/ SIGN - CHANNELIZATION DEVICE - SIGN - FLASHING ARROW SIGN (FAS) - WORK AREA - EXISTING SIGN RADIO COMMUNICATION N S BROAD ST 45 MPH [ ]SEE SHEET 2MATCH LINE B100' NTS ROAD WORK AHEAD W20-1 CLOSED LANE C30(CA)AERO DR25MPH[]W11-1/ SHARE THE ROAD W16-1 COMBO CLOSED LANE C30(CA) CLOSED LANE C30(CA) BIKE LANE CLOSED SC11(MOD) BIKE LANE CLOSED SC11(MOD)MATCH LINE CSEE SHEET 415' MIN 45' MAX 227 15' MIN 12' MIN TURN RIGHT RIGHT LANE MUST R3-7(R) FLAGGER TO ASSIST PEDESTRIAN TRAFFIC TRAFFIC MANAGEMENT, INC. www.trafficmanagement.com C31 # 785804 800.763.3999 California | Great LaMes | New ;orM Traffic Control Services - Sales & Rentals Permits & Consulting - Engineering - Training LEGEND SHEET ADDRESS 4600 BROAD ST, SAN LUIS OBISPO COUNTY 3 OF 5 WORK AREA TRAFFIC CONTROL: SCALE: 1"=40' PREPARED BY: JER JOB NUMBER: 4600 BROAD ST DATE: 09/02/25 CONTACT: CONTACT: JOEY ALVAREZ, JR (805) 206-1011 SIZE: 11"x17" 523568 PLAN#: 105024 PM#: 35644055 ALL DRIVEWAYS TO REMAIN OPEN UNLESS OTHERWISE INDICATED. FLAGGERS TO ASSIST WITH PEDESTRIAN TRAFFIC. POST TEMPORARY "NO PARKING" IN ALL AREAS AFFECTED BY THE WORK AREA 72 HRS PRIOR TO WORK. NOTIFY ALL AFFECTED BUSINESSES/RESIDENTS. - FLAGGER WITH - TYPE-III BARRICADE W/ SIGN - ADA BARRICADE W/ SIGN - TYPE-II BARRICADE W/ SIGN - CHANNELIZATION DEVICE - SIGN - FLASHING ARROW SIGN (FAS) - WORK AREA - EXISTING SIGN RADIO COMMUNICATION N BROAD ST 55 MPH [ ]FARMHOUSE LANE1 ROAD WORK AHEAD W20-1 250' NTS 15' MIN 15' MIN W11-1/ SHARE THE ROAD W16-1 COMBO 227 BIKE LANE CLOSED SC11(MOD) 340' TANGENT 45' MAX BIKE LANE CLOSED SC11(MOD) R3-4 50' MAX 15' MIN 12' MINSEE SHEET 3MATCH LINE C MATCH LINE DSEE SHEET 5100' NTS ROAD WORK AHEAD W20-1 BROAD ST 45 MPH [ ] 227 2 AIRPOT DR25MPH[]TRAFFIC MANAGEMENT, INC. www.trafficmanagement.com C31 # 785804 800.763.3999 California | Great LaMes | New ;orM Traffic Control Services - Sales & Rentals Permits & Consulting - Engineering - Training LEGEND SHEET ADDRESS 4600 BROAD ST, SAN LUIS OBISPO COUNTY 4 OF 5 WORK AREA TRAFFIC CONTROL: SCALE: 1"=40' PREPARED BY: JER JOB NUMBER: 4600 BROAD ST DATE: 09/02/25 CONTACT: CONTACT: JOEY ALVAREZ, JR (805) 206-1011 SIZE: 11"x17" 523568 PLAN#: 105024 PM#: 35644055 ALL DRIVEWAYS TO REMAIN OPEN UNLESS OTHERWISE INDICATED. FLAGGERS TO ASSIST WITH PEDESTRIAN TRAFFIC. POST TEMPORARY "NO PARKING" IN ALL AREAS AFFECTED BY THE WORK AREA 72 HRS PRIOR TO WORK. NOTIFY ALL AFFECTED BUSINESSES/RESIDENTS. - FLAGGER WITH - TYPE-III BARRICADE W/ SIGN - ADA BARRICADE W/ SIGN - TYPE-II BARRICADE W/ SIGN - CHANNELIZATION DEVICE - SIGN - FLASHING ARROW SIGN (FAS) - WORK AREA - EXISTING SIGN RADIO COMMUNICATION N AHEAD CLOSED BIKE LANE C20(MOD)(BIKE) 500' NTS 500' NTS ROAD WORK AHEAD W20-1 BROAD ST 55 MPH [ ] 227 140' GAP 330' SHOULDER TAPER TURN RIGHT RIGHT LANE MUST R3-7(R) W12-1 W11-1/ SHARE THE ROAD W16-1 COMBO 150' NTS 150' NTS CLOSED AHEAD SHOULDER RIGHT W21-5b(R)AVIADORES WAY 12' MIN 15' MIN 100' NTS ROAD WORK AHEAD W20-1SEE SHEET 4MATCH LINE DG20-2 ROAD WORK END 55 MAX TRAFFIC MANAGEMENT, INC. www.trafficmanagement.com C31 # 785804 800.763.3999 California | Great LaMes | New ;orM Traffic Control Services - Sales & Rentals Permits & Consulting - Engineering - Training LEGEND SHEET ADDRESS 4600 BROAD ST, SAN LUIS OBISPO COUNTY 5 OF 5 WORK AREA TRAFFIC CONTROL: SCALE: 1"=40' PREPARED BY: JER JOB NUMBER: 4600 BROAD ST DATE: 09/02/25 CONTACT: CONTACT: JOEY ALVAREZ, JR (805) 206-1011 SIZE: 11"x17" 523568 PLAN#: 105024 PM#: 35644055 ALL DRIVEWAYS TO REMAIN OPEN UNLESS OTHERWISE INDICATED. FLAGGERS TO ASSIST WITH PEDESTRIAN TRAFFIC. POST TEMPORARY "NO PARKING" IN ALL AREAS AFFECTED BY THE WORK AREA 72 HRS PRIOR TO WORK. NOTIFY ALL AFFECTED BUSINESSES/RESIDENTS. - FLAGGER WITH - TYPE-III BARRICADE W/ SIGN - ADA BARRICADE W/ SIGN - TYPE-II BARRICADE W/ SIGN - CHANNELIZATION DEVICE - SIGN - FLASHING ARROW SIGN (FAS) - WORK AREA - EXISTING SIGN RADIO COMMUNICATION N ENCROACHMENT PERMIT Subdivision Improvements ENCR-2886-2024Public Works Department • 919 Palm Street • San Luis Obispo, CA 93401-3218 Location:4600 Broad St USA #: N/A X-streets: Project Name: Farmhouse, Spitfire Other permits required: Public improvements for PM SLO 21-0010 Contractor:JJ Fisher Construction, Inc. Garrett Loughran 805-748-5818 Description of Work: Install public improvements for PM SLO 21-0010. All work to be done per the approved FMAP-0644-2023 plans and City Standard Specifications & Engineering Standards. Traffic and pedestrian controls must be per the approved plans and City Appendix G & MUTCD Standards. Contact City Public Works inspector Trae Christensen at 805-458-1339 two working days prior to the start of work and one working day prior to each subsequent inspection. Permittee is responsible for calling for final inspection so the permit can be closed. Frontage Improvements Complete/Upgraded Curb Ramp Complete/Upgraded City Fiber Bus Route Sewer Wye All work performed within the right-of-way shall conform to the City of San Luis Obispo Engineering Standard Details and Standard Specifications. You are responsible for liability for personal injury and / or property damage caused by this work or your failure to do what you are obligated to do. If a claim of such liability is made against the City or any of its departments, officers, or employees, you shall, and hereby agree to, defend and indemnify the City and hold the City harmless from any claims, including costs of defense and attorney fees. All work shall be completed and the right-of-way restored by: April 03, 2026 AGREEMENT: I have read this permit and acknowledge receipt of the City of San Luis Obispo Encroachment Permit General Provisions and ___ pages of attached special conditions which I have read, agree to, and acknowledge as a part of this permit. Signature Date Print Name Issued By Date Final Inspection By Date DEPT. of PUBLIC WORKS The City of San Luis Obispo is committed to include the disabled in all of its services, programs and activities. Telecommunications Device for the Deaf (805) 781-7410. 0 1/2/2025 01/02/2025 Garrett Loughran city of san Luis Obispo Encroachment permit General conditions Authority: Encroachment Permits are issued in accordance with City of San Luis Obispo Municipal Code, Title 12. Conditions: All encroachment permits for work performed within the public right-of-way shall conform to recognized standards of construction and the requirements and conditions contained in the current City of San Luis Obispo Engineering Standards, Standard Specifications, City Policies and the California Manual on Uniform Traffic Control Devices (CA MUTCD) for work zones traffic control. The following sections of the Standard Specifications should be reviewed by the Contractor prior to starting work. Additional sections of the Standard Specifications are also applicable dependent upon the type of work and work site conditions. Section 3-1.05A Encroachment Permit Bond Section 3-1.18A Encroachment Permit Section 4-1.02 Intent: Maintain Plans & Current Standards at Jobsite Section 4-1.13 Cleanup & Work Site Maintenance Section 5-1.02A Private Construction Projects Coordination and Interpretation of Plans Section 5-1.02B Encroachment Permit Plans Section 5-1.02C Inspection for Encroachment into Public Right-of-Way Section 5-1.20G City Authorizations and Permits Section 5-1.26 Construction Surveys Section 5-1.36 Property and Facilities Preservation Section 5-1.36E Survey Monuments Section 7-1.03 Public Convenience Section 7-1.04 Public Safety Section 12 Temporary Traffic Control Section 13 Water Pollution Control Section 14-2.03 Archeological Resources Section 15 Existing Facilities Section 77-1.03A(1) Utilities Section 77-1.03A(2) Tree Protection Section 77-1.03C Temporary Paving and Steel Plates Section 77-2.01 Waterlines: Prohibition on Operation of Water System Valves Call the Public Works inspection hotline at (805) 781-7554 two working days prior to the start of work and one working day prior to each subsequent inspection. Permittee understands and agrees that whenever permitted facilities conflict with future City improvements and projects, new construction, reconstruction, or maintenance work in the public right-of-way, said facilities shall be relocated, removed, modified, or adjusted at permittee’s sole expense. By signing the Encroachment Permit I understand and agree to follow the requirements in these Encroachment Permit Conditions. I understand that failure to comply with all the requirements could cause the permit to be revoked and/or cause me to lose my privilege to work within the City right-of–way for 2 years. It is understood and agreed by the permittee that the doing of any work under this permit shall constitute an acceptance of the provisions of this permit and all attachments. Website References: https://www.slocity.org/government/department-directory/community-development/engineering-development-review/encroachment-permits ENCROACHMENT PERMIT Subdivision Improvements ENCR-2886-2024Public Works Department • 919 Palm Street • San Luis Obispo, CA 93401-3218 Location:4600 Broad St USA #: N/A X-streets: Project Name: Farmhouse, Spitfire Other permits required: Public improvements for PM SLO 21-0010 Contractor:JJ Fisher Construction, Inc. Garrett Loughran 805-748-5818 Description of Work: Install public improvements for PM SLO 21-0010. All work to be done per the approved FMAP-0644-2023 plans and City Standard Specifications & Engineering Standards. Traffic and pedestrian controls must be per the approved plans and City Appendix G & MUTCD Standards. Contact City Public Works inspector Trae Christensen at 805-458-1339 two working days prior to the start of work and one working day prior to each subsequent inspection. Permittee is responsible for calling for final inspection so the permit can be closed. Frontage Improvements Complete/Upgraded Curb Ramp Complete/Upgraded City Fiber Bus Route Sewer Wye All work performed within the right-of-way shall conform to the City of San Luis Obispo Engineering Standard Details and Standard Specifications. You are responsible for liability for personal injury and / or property damage caused by this work or your failure to do what you are obligated to do. If a claim of such liability is made against the City or any of its departments, officers, or employees, you shall, and hereby agree to, defend and indemnify the City and hold the City harmless from any claims, including costs of defense and attorney fees. All work shall be completed and the right-of-way restored by: April 03, 2026 AGREEMENT: I have read this permit and acknowledge receipt of the City of San Luis Obispo Encroachment Permit General Provisions and ___ pages of attached special conditions which I have read, agree to, and acknowledge as a part of this permit. Signature Date Print Name Issued By Date Final Inspection By Date DEPT. of PUBLIC WORKS The City of San Luis Obispo is committed to include the disabled in all of its services, programs and activities. Telecommunications Device for the Deaf (805) 781-7410. 0 1/2/2025 city of san Luis Obispo Encroachment permit General conditions Authority: Encroachment Permits are issued in accordance with City of San Luis Obispo Municipal Code, Title 12. Conditions: All encroachment permits for work performed within the public right-of-way shall conform to recognized standards of construction and the requirements and conditions contained in the current City of San Luis Obispo Engineering Standards, Standard Specifications, City Policies and the California Manual on Uniform Traffic Control Devices (CA MUTCD) for work zones traffic control. The following sections of the Standard Specifications should be reviewed by the Contractor prior to starting work. Additional sections of the Standard Specifications are also applicable dependent upon the type of work and work site conditions. Section 3-1.05A Encroachment Permit Bond Section 3-1.18A Encroachment Permit Section 4-1.02 Intent: Maintain Plans & Current Standards at Jobsite Section 4-1.13 Cleanup & Work Site Maintenance Section 5-1.02A Private Construction Projects Coordination and Interpretation of Plans Section 5-1.02B Encroachment Permit Plans Section 5-1.02C Inspection for Encroachment into Public Right-of-Way Section 5-1.20G City Authorizations and Permits Section 5-1.26 Construction Surveys Section 5-1.36 Property and Facilities Preservation Section 5-1.36E Survey Monuments Section 7-1.03 Public Convenience Section 7-1.04 Public Safety Section 12 Temporary Traffic Control Section 13 Water Pollution Control Section 14-2.03 Archeological Resources Section 15 Existing Facilities Section 77-1.03A(1) Utilities Section 77-1.03A(2) Tree Protection Section 77-1.03C Temporary Paving and Steel Plates Section 77-2.01 Waterlines: Prohibition on Operation of Water System Valves Call the Public Works inspection hotline at (805) 781-7554 two working days prior to the start of work and one working day prior to each subsequent inspection. Permittee understands and agrees that whenever permitted facilities conflict with future City improvements and projects, new construction, reconstruction, or maintenance work in the public right-of-way, said facilities shall be relocated, removed, modified, or adjusted at permittee’s sole expense. By signing the Encroachment Permit I understand and agree to follow the requirements in these Encroachment Permit Conditions. I understand that failure to comply with all the requirements could cause the permit to be revoked and/or cause me to lose my privilege to work within the City right-of–way for 2 years. It is understood and agreed by the permittee that the doing of any work under this permit shall constitute an acceptance of the provisions of this permit and all attachments. Website References: https://www.slocity.org/government/department-directory/community-development/engineering-development-review/encroachment-permits Water Pollution Prevention Tracking Information Municipal Stormwater BMP E.10.a Compliance Form Water Pollution Control Manager Information Construction Company: Contractor’s License Num.: QSP Num (for SWPPP): Responsible Person: Mailing Address: Office Phone Number: Cell Phone Number: Email Address: Project Information Project Location: Description of Work: Distance to Nearest Creek or Storm Drain: Area of Disturbance Construction Phase (circle one) Off‐Site On‐Site Construction Permit Type (completed by City Staff) ☐ Encroachment Permit Permit Number: ☐ Building Permit Permit Number: ☐ Capital Improvement Plan Spec. Number: Construction Permit Status (completed by City Staff) Date Permit Issued: Estimated Completion Date: Pollution Prevention Plan Type (completed by City Staff) ☐ SWPPP Approval Date: ☐ WPCP (Included with Plans) Approval Date: ☐ WPCP (Minor) Approval Date: Water Pollution Control Plan for Minor Projects Best Management Practices (BMP) BMP to be Implemented Standard Specification BMP Description Good Housekeeping BMPs Equipment Maintenance 13‐4.03C Maintain, repair, fuel, storage location, inspect vehicles Stockpile Management 13‐4.03C(3) Cover Stockpile, Place Waddles Sweeping 13‐4.03F Sweep work area daily and prior to rain events Spill Management 13‐4.03 Plan and materials for mitigating spills onsite Waste Management BMPs Saw‐cut Slurry 13‐4.03E(7) Vacuum slurry and contain Washout 13‐9 Plastic lined washout areas for concrete and tools Portable toilets 13‐4.03D(4) Provide and ensure secondary containment Solid waste 5‐1.31 Contain and remove trash from site daily Work Specific BMPs (check and add all that apply) ☐ Creek Protection Controls 13‐10 BMPs and Controls to protect adjacent waterways ☐ Storm Drain Inlet Protection 13‐6 Gravel bags and entrance ☐ Construction Entrance 13‐7 BMPs to eliminate tracking from construction site ☐ ☐ ☐ ☐ ☐ ☐ ☐ ☐ ☐ ☐ BMP Maintenance Inspect, Document, Clean & Repair 13‐1.03 Daily maintenance of required BMPs Acknowledgment I have read, understood, and agree to the requirements of: 1. This WPCP 2. City of San Luis Obispo’s Engineering Standard and Specifications 3. State of California’s General Construction Permit I understand and agree that: 1. Additional BMPs may be required during the course of the work to ensure the protection of local water quality 2. You must take corrective actions to protect local water quality 3. Failure to comply with all requirements could cause: a. All construction work to be stopped until compliance is achieved b. Permit to be revoked c. Lose the privilege to work within the City right‐of‐way for 2 years Water Pollution Control Manager Signature Date Water Pollution Control Manager Printed Name CITY OF SAN LUIS OBISPO Community Development Department, Engineering Division 919 Palm Street San Luis Obispo, CA 93401 (805) 781-7111 encroachment@slocity.org http://www.slocity.org/encroachment Encroachment Permit Application Company/Contractor Name ___________________________________________________________________________ Contractor’s License Number ________________________ Mailing address ___________________________________ ________________________________________________ Underground Service Alert (USA) # ___________________ Contact Person______________________________ Office phone _______________________________ Cell phone _________________________________ Email _____________________________________ Address of Work ___________________________________________________________________________________ Description of Work _________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ Required Attachments (see link above for forms and templates) Proposed Schedule including start date, number of working days and hours of work. Construction Plans: Work must conform to City Engineering Standards and Standard Specifications unless alternate plans are approved. Plans shall reference specific Engineering Standards, as they apply. Insurance for private encroachment permit projects o Certificate of liability insurance with at least $1 million in general liability coverage; and o CG 2012 additional insured endorsement naming the City of San Luis Obispo as additional insured. See example at the link above for your insurance provider to issue under your policy. Insurance for Capital Improvement Projects (not for private development): o Applies to public projects or contracts with the City of San Luis Obispo. Public projects require a liability insurance certificate and a CG 2010 endorsement, coordinated through Public Works Administration at 805-781-7200. Contractor License: Provide a current valid copy, licensed for the type of work to be performed. City Business License: A current City business license must be maintained. For information on obtaining a City business license, please contact the Finance Department. Water Pollution Control Plan Traffic and Pedestrian Control Plan: Allow at least five working days for City Transportation Division review of minor projects and at least 10 working days for larger projects. Night Work Permit: A separate permit must be obtained through the Community Development Department if work between the hours of 7pm to 7am is necessary. Contact the Planning Division at 805-781-7170 to apply for a night work permit. To allow adequate time for processing, please submit applications at least four weeks prior to the proposed start date of the work. Night work requires a separate application fee and additional inspection fees for overtime. Payment of Encroachment Permit Fees: Please find current fee schedule available at the link above. Public Works / Community Development T 805.781.7015 919 Palm Street, San Luis Obispo, CA 93401 F 805.783.7751 ALL FIELDS MUST BE COMPLETED FOR APPROVAL General Info: Project Location: _______________________________________________________________________________________ Description of Work: ____________________________________________________________________________________ Agency / Company: _____________________________________________________________________________________ Contact Person: _________________________________________ Phone: _____________________________________ Check One Permit Project…………………… City Inspector: ______________________________ Capital Improvement Project…… City Inspector/Spec. No. ______________________ Special Event Street Closure……. City Event Supervisor: ______________________________ Schedule: Requested Schedule (Dates & Hours): Dates ___________________________________________ Hours: (From)_________(To)__________ Number of Days Required to complete work (list for each location):_____________________________________________________ Night Work Requests (7pm – 7am) must receive night work permit from Community Development Department. Night work application: Date Submitted __________ Date Approved __________ Permit Number _____________ Traffic Control: All temporary traffic control shall be per the most current version of the California Manual on Uniform Traffic Control Devices (MUTCD), City of San Luis Obispo Engineering Standards & Specifications (Engr. Std. Appendix G), and CalTrans Standard Plans & Specifications. Work Zone / Event Closure Area: STREET: _____________________________________________________________________________________________ FROM: ________ (Dist. Ft.) ______(Direction N,S,E,W) Of ________________________________________________(Street) TO: ________ (Dist. Ft.) ______(Direction N,S,E,W) Of ___________________________________________________(Street) Work Zone Description __________________________________________________________________________________ _____________________________________________________________________________________________________ Work affects City Transit Stop or Route. Yes No Transit Division approved work: Yes No Date: __________ If yes, contractor must advise Transit Division 7 days prior to work. Contact SLO Transit at 781-7531 ____________________ (City Staff Name) Work requires closure of parking lane or parking meters Yes No Parking Division approved work: Yes No Date: __________ If yes, contractor must receive approval from Parking Division 7 days prior to work. Contact Parking Division at 781-7230. Work requires traffic control to be set up on Caltrans Right of Way. Yes No . If yes, attach copy of permit. Permit No.______________ SLO City Engineering Standard Appendix G. Check applicable standards AND indicate location of work zone on applicable standard. Fig. A Fig. B Fig. C Fig. D Fig. E Fig. F Fig. G Fig. H Fig. I Fig. J Fig. K Fig. L Fig. M Fig. N Fig. O Fig. P Custom Traffic Control Plan (TCP) Required and Attached. Traffic Control Plan Requirements for each phase of work: Accurate Depiction of Street (St. Names, Striping, Traffic Signals, Stop Signs, etc….) Depiction of work zone area (Approx. Dimension) Depiction of temporary delineation & signing (Taper Lengths Dimensioned) Traffic control plans should be submitted to the City Inspector assigned to your job; if the work is by permit then the plan should be submitted along with the encroachment permit. Please refer to the links below for typical applications, sign codes, use of flashing arrow panels, and taper lengths. Accepted Accepted With Comments See Additional Comments on TCP __________________________________________________ ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ Denied (By: __________________ Date ______ ) Resubmittals shall include original application and traffic control plan with City comments ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ CA MUTCD: http://www.dot.ca.gov/hq/traffops/signtech/mutcdsupp/ca_mutcd2012.htm SLO City Std. Plans: http://www.slocity.org/publicworks/stds/appx-g.pdf OFFICE USE ONLY Rec. By: _______ Date: _____ App. By: _______ Date: _____ TEMPORARY TRAFFIC CONTROL APPLICATION CHOOSE ONE Conserve Fuel Mart Encroachment Timeline Sawcut & Demolition New Driveway Approach • WORKING DAYS: 2 Dec 2 - Dec 3 Subgrade, Form & Pour Approach • WORKING DAYS: 3 Dec 4 - Dec 6 Sawcut & Demolition New Curb Ramp • WORKING DAYS: 3 Dec 4 - Dec 6 Subgrade, Form & Pour Ramp • WORKING DAYS: 3 Dec 9 - Dec 11 Sawcut & Demolition Frontage Improvements • WORKING DAYS: 10 Dec 9 - Dec 20 Subgrade, Form & Pour Concrete Improvements • WORKING DAYS: 13 Dec 23, 2024 - Jan 10, 2025 Sawcut & Demolition Utility Trenchs • WORKING DAYS: 5 Dec 23 - Dec 27 Sewer Lateral • WORKING DAYS: 5 Dec 30, 2024 - Jan 3, 2025 Fire Water • WORKING DAYS: 5 Jan 6 - Jan 10 Domestic Water • WORKING DAYS: 5 Jan 13 - Jan 17 Irrigation Lateral • WORKING DAYS: 5 Jan 20 - Jan 24 Dec Jan Feb Mar 2024 2025 FARMHOUSE LANE BROAD STREET BROAD STREET UTILITIES Group NBONDM A R S HTANK FARMP A C I F I C CHORRO U P H A MLAWRENCEFUNSTON LONGVIEWPEACHCROSSSHORTPACIFICHOWARDOLIVEOLNTAINSERRANOCIR. MOTLEYBROADLONGDALIDIOSPRADREASU.S. HIGHWAY 101PRADO AZMINMALVACAMELLIAALICITAESTELITA RAEUGHIHIGUERA STATE HWY. 1INCTEESORJEFFREYLCADALL KENTUCKYN SARON.SANTAN. CHORROCERRO ROMAULDOS. TASSAJARA N.TASSAJARALA CANADASANTA LUCIARAIGETANULMRAPALOONDALMHILLMURRAYFERNANDEZ101WAYHIGHU.S.U.S.101HIGHWAYOWSOUTHERPARK BROADH I G U E R A M O N T E R E Y TOROPEACHLAHORIZONTANK FARMHINDMEISSNERSOUTH HIGUERA SOUTHSUELDOEMPLEOBONETTIEMPRESAGRANADAZACACARISSACHUPARROSAMARIPOSA MARGARITALUPITAJELLACLIRIOELLACELLAC CHORRO CALIFORNIABROADVIEWMOUNHILLRAFAELABLMONTAMISSIONMURRAY FOOTHILLMISSIONTAFTAINROFINARCHERMOSASOUTHMADONNAPISMO L LIH T OOFCARPENTERSANTA ROSACARMELBEACHNIPOMOSANDERCOCKBRANCHHIGHP A L M M I L L P E A C HNIPOMOMILLPALMMONTEREYBRIZZOLARADANAARCHERGARDENC H U R C H LEFF ISLAYBUCHON OSOSMORROCHORROMARSHHIGUERABROOKHIGUERABIANCHIWALKER MEADOWAREDALBRIDGEKINGEXPOSITIONCORRIDACIMA COURTEGDIRBDOCUMBRE GANADOR BANDEROLASENDEROMADRID STORY WARD HUTTONHARRISKINGPRICECYPRESSBEEBEE BROADWALNUT MUSTANGRAMONAORANGE VISTAMONTE H A T H W A YMORROOSOSSTAFFORDFREDERICKSHATHWAYALBANMONT-JOHNSONPHILLIPSWESTHATHWAYELLEN STENNERCASA MEINECKEVACHELLBUCKLEY SUBURBANLEMONOLIVE OAKLINCCENTERVENABLEPRADOELKS LANEEL MERCADOMADONNA ROAD ONRPCUESTACOUPERBENTON ROUGEOTDESERETSENBOYLANDHIGHSKYLINECUESTASERRANOBRESSIPENMANHEIGHTSSERRANOLUNETARAMONAVERDEELMFERRINI FELTONTOLOSALAGUNA LAKEANACAPAROADFOOTHILLFOOTHILLLOS OSOS VALLEY ROADCASITASVALLECITOLAYOR101YAWHU.S.GIH AQUINOJ NIUQ AUTO PARKVALLEY LOS OSOSMADONNA NOELLAGCORALW. NEWPORTBALBOA OLESCUELAODSAAGEVLOS OSOS VALLEY ROADL TASOCEANIARECREILAVAROYALLAYOREGDIRPARTCT.LAYORYAWRIAFOIBURGATHE KRAENCEIRENFERPYONNAC ZETROCCLO DE ANZALA LUNA MNOIN RID-MARLEF IDGERKALAMOLLAENTRADAENTRADALA SAN JOSEDEL SURDEL NORTECALLE CLEARVIEWMIRADAOSNACSEDOCEANAIRECAYUCOSPICOAILQU ASIRBSTEPHANIENAJLRUMYRREKAKGARNETTE CERROSLOSHIGHBORONDAAOJCALLE ATASCADERO DEL RIOGARCIASOLA PEREIRAVICENTEHUASNALIMACT.PINECOVEOCEANAIRESEAWARDCIR.QUAILPARTRIDGEEL TIGREAHCARACUC NEWPORTLAGOIVLAGUNAOCEANAIREGULFVIEWLAKEBALBOAAVALONCAVALIERDRAKECOVE MARINER'SLA VIRADAMONTANAVISTAOGAATSIVOMULITSAC OYORRAATSIVLLOCATSIVSONRISABAIDCT.SANADRIANOOIRLEDONARTSIPAONAIRDANASDESCANSOPORTOLAJALISCO DIABLOFRAMBUESACORDOVA PATRICIASTINAIRHC SOLSELBORAODNAL EGWTAL-HILCERROCRAIGJAYCEEROSITARAMONAPATRICIA RANCHOCT.PATRICIASOUTH HIGUERA TMIRA SOLROMAULDODEL MARWESTMONTFOOTHILLCCLOVERCATALINADONNAWARRENHIGHLANDPASATIEMPO SPANISH OAKSEGASELPRUPNALDERLBE D F O R D C T . LEX I N G T O NCAMDEN CT.A L D E RWI L LOW FAESAWLU.P.R.R.SUNROSEFARM CI R C L E WI L L O W CAMINOS BROOKPINE C A P I T O L I O JOHNSONVICREWJAMI LEE ANN A E LCARLOS AUGUSTAFREDERICKSSANSANTAGARIBALDI HWY.101U.S .SNAPDRAGONGOLDENRODSETTIANIOPSE M A R Y OR WI S T E RIAT U L I P SUNFLOWEROMHSANORIKRABSTATE HWY. 227R GLORYNINGROMBELLB L U E CYCLAM E N KENIBMULOC AILOBEL VNIAGUOB A ELLI ROBERTOI A E S T E B A N SEQUOIAO N TI B U R E F DO O E R NWOODWRAIRB WELGNATOODWOODEDGEELGNATWOODHARMONYSOUTHWOODLAU R E L ANCRRAB LE LLO AJOHNSONFLORACERRITO FLORAMARIANNT ASARAACLDELCAMPO BOULEVARD NEY CO EM HO P SIB PAU L I N E TR E V O R B I S H O P NASA N L U I S D R I V E EL CENTROROBLESPASOMI O S S ISIMOOLMARIAZAALBERTCHAPLNIHI G U E R A P H I L L I P SCALIFORNIA ORCUTTSW E E N E Y P E R K I N S BROADB L U E R O KC FREDERICKJOHNSONPEPPERAITTESNIOPTANKCOHYLLOHHOPKINSAZALEABROADBROADORCUTTORCUTTBUCKLEYBUCKLEYWAVE R T R E EEROL E A ARALIABOXWOODY LIL W ORRAY E LLUF P O P P YFIERO LN .CALLE DE L EL CAP ITAN DAHLIA FU L LER INDUSTR IA L WAYSACOTNEMARRI C A R D O VMIGUELITOHELENAEVIR D ELCERRITOBULLOCKP A S E O SIERRAJOHNSONLAU R E L ROLFSPR I N G BAHIAALR I T A WOODOAK-HANSENC A L L E C R O T A L OORCUTT ORCUTTSEQUOIAESTWOODLAWN-DOOWLAWN AUGUSTASOUTHWOODSYCAMORE DOOWTNEK RICH A R D ROSEDISDOOW S A N L U I S CEDARGREGORYLEE LA CI T A L A V I N E D A SOUTHWOODM A R C O S S A N G E R D A S Y D N E Y LEGRETA R I C HSYLVIA S M I T H C E C E L I A COLIN A CASER I O C A R L A K N ONICNE CORONAPARKLANDSUNSETVI E W M O N TCT.BUSHNELL SAN LEONA FLETCHERDYS R E B AECYOJ S O LRA N A S TAS A NFLORENCE RACHEL SWAZEY RACHELJENNIFERHENRYRUTHE L L A G E O R G E IR I S FAIRVIEWB R E C K SKYLARKWILDINGFIXLINIE L L A IR I S LI Z Z I E DLWOODALTA ALI S A L CO N E J O CO R R A L I T O SCAZADERO ANDREWSENYATNASMIGUELTSIVROCKVIEWGROVE TOROPI S M O M O N T E R E Y EMILY M U T S U H I T O GARFIELDABBOTTPARKGRANDGROVEP A L M M I L L HI L L C R E S TSANTA ROSABARBARASANTA RAIL R O A D A L P H O N S O ROUNDHOUSESTONERIDGECHANDLER TENBROOK GAILMITCHELLLAWTONCAUDILL WOODBRIDGEL AW R E N C E H U M B E R T F R A N C I S VICTORIADUNCAN MORRISONMCMILLAN PENNYWILSONMCCOLLUMTURNER BUENA HENDERSON GRAVESLOOMISHOPE HAYSSLACKSANTA FE BROADBROADSTANFORDWESTMONTCERR0DALYMARLENEAIRPORTLARKSPURMADRONESWEETBAY SPANI S H OAKSCORNUSCT.HUCKLEPOPULUSBERRY LANE BUCK E Y EGOLDENRODAMBROSIABARTONIA BINNSAUGUSTAKRISTYKENDRAETO CIRCLEDE VAUL RANCH RD.SPOONER DR.WELSH CT.FORMANN CT.TONINI DR.BSAILLEARINAESTRELLAFORTUNA A E R O V I S T A AIRPORTJESPERSON ESPERANZA LN.DARTMOUTHSCALE IN FEET3000150010000500REVISIONSDESCRIPTIONCITY FILE NO.SHEETOFDRAWN BY:CHECKED BY:JOB NO.DATEAPPROVALENGR CITY1 6INDEX TO PLANSCONSERV MART SLOSTREET IMPROVEMENT PLANS4640 BROAD ST, SAN LUIS OBISPO, CA 934011 - COVER SHEET2 - TITLE SHEET3 - BROAD STREET4 - FARMHOUSE LANE5 - SIGNING AND STRIPING PLAN6 - SECTIONS22054PROJECTLOCATIONENGINEER OF RECORD:DATEAPPROVAL BY THE CITY DOES NOT GUARANTEE ACCURACY NORCOMPLETENESS OF THESE PLANS. IT DOES AUTHORIZE THE OWNER TOBUILD THE PROJECT HEREON. IT SHALL BE THE RESPONSIBILITY OF THEOWNER AND ENGINEER OF RECORD TO CORRECT ANY DEFICIENCIESTHAT APPEAR DURING OR AFTER CONSTRUCTION. CITY SPECIFICATIONSAND ENGINEERING STANDARDS SHALL BE FOLLOWED UNLESS THEY ARESPECIFICALLY WAIVED OR MODIFIED BY NOTES ON THESE PLANS. THEENGINEER OF RECORD SHALL PROVIDE SUBMITTALS AS REQUIRED INTHE ENGINEERING STANDARDS.NOTICECOMMUNITY DEVELOPMENT DIRECTORCITY UTILITIES ENGINEERTRANSPORTATIONRECOMMENDED FOR APPROVAL BYELECTRIC CO.GAS CO.TELEPHONE CO.TELEVISION CO.OTHER UTILITYDATEDATEDATEDATEDATEDATEDATEDATEDATEDATESAN LUIS OBISPOPUBLIC WORKS BY:OTHERDATEExp. 6/30/26No. C69050AIN ROFILACFOETAT SLIVICREENIGNELANOISSEFORPD ERETSIGER RI HAM WABERINCWaber ConsultantsPLANNING CIVIL ENGINEERING SURVEYING19210 S. VERMONT AVE. STE 115, GARDENA, CA 90248P (424) 344-2464 F (562) 372-3282HORIZONTAL CONTROL FOR POINTS #8094 & #8211 AS PUBLISHED INTHE CITY OF SAN LUIS OBISPO 2007 HORIZONTAL CONTROL NETWORK.CITY NETWORK IS BASED ON THE NORTH AMERICAN DATUM OF 1983(NAD83) EPOCH DATE 1991.35, ZONE 5 CALIFORNIA.VERTICAL CONTROL BENCHMARK NO. 369 WITH AN ELEVATION OF165.42' AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO 2017BENCHMARK SYSTEM. CITY'S BENCHMARK SYSTEM IS BASED ON THENORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).DATUM1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ORPERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OFNORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48)HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OFPOWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUNDFACILITIES. CONTRACTOR OR PERMITEE SHALL ALSO CONTACTTHE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V.,WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.Reference Documents:City Standard Specifications: August 2020 EditionCity Engineering Standards: August 2020 EditionGENERAL NOTES12/12/2024FMAP-0644-2023 GDCOM WM WVWVSS SS SS SS SS SSSSWSEBEB N0 1 ° 3 4 ' 4 7 " E 1 4 0 . 8 6 ' BROAD STREET TITLE SHEET STREET IMPROVEMENT PLANS FOR 4640 BROAD ST, SAN LUIS OBISPO, CA 93401 APN NO. 053-412-028 IN THE CITY OF SAN LUIS OBISPO LOCATION MAP SCALE 1" = 1000' PROJECT LOCATION DEVELOPMENT TEAM OWNER / APPLICANT CONSERV FUEL 6591 COLLINS DR., SUITE E-11 MOORPARK, CA 93021 PHONE: (805)-299-8225 CONTACT: AMY ANGAROLA ARCHITECT A&S ENGINEERING, INC. 28405 SAND CANYON ROAD, SUITE "B" CANYON COUNTRY, CA 91387 PHONE: (661) 250-9300 CONTACT: AHMAD GHADERI CIVIL ENGINEER WABER CONSULTANTS, INC. 19210 S.VERMONT AVE., SUITE 115 GARDENA, CA 9024 PHONE: (424) 344-2464 CONTACT: MAHIR WABER, QSD SURVEYOR RRM DESIGN GROUP 3765 S. HIGUERA STREET, SUITE 102 SAN LUIS OBISPO, CA 93401 PHONE: (805)-543-1794 CONTACT: BOB TOMASZEWSKI GEOTECH EARTH SYSTEMS PACIFIC 4378 OLD SANTA FE ROAD SAN LUIS OBISPO, CA 93401 PHONE: 805-544-3276 CONTACT: RYNE METTLER ABBREVIATIONS: AB - AGGREGATE BASE AC - ASPHALT CONCRETE APN - ASSESSOR'S PARCEL NUMBER BFP - BACKFLOW PREVENTOR BW - BACK OF WALK B.O.P - BOTTOM OF PIPE CB - CATCH BASIN CF - CURB FACE CL - CENTERLINE DI - DRAIN INLET DWG - DRAWING E - EAST EC - ELECTRICAL EG - EXISTING GROUND EP - EDGE OF PAVEMENT EX. - EXISTING FF - FINISHED FLOOR FG - FINISHED GRADE FH - FIRE HYDRANT FL - FLOW LINE FS - FINISHED SURFACE GB - GRADE BREAK HP - HIGH POINT INV - INVERT JS - JUNCTION STRUCTURE L/S - LANDSCAPE LF - LINEAR FOOT LP - LOW POINT OR LIGHT POLE MAX. - MAXIMUM MH - MANHOLE MIN. - MINIMUM N - NORTH NG - NATIVE GROUND PCC - PORTLAND CEMENT CONCRETE P/L - PROPERTY LINE PP - POWER POLE PVC - POLYVINYL CHLORIDE R - RADIUS RD - ROOF DRAIN R/W - RIGHT-OF-WAY S - SEWER OR SOUTH SBMWD - SAN BERNARDINO MUNICIPAL WATER DEPARTMENT SCO - SEWER CLEANOUT SD - STORM DRAIN SDCO - STORM DRAIN CLEANOUT SDMH - STORM DRAIN MANHOLE SL - STREET LIGHT SMH - SEWER MANHOLE SN - SIGN SPPWC - STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STD. - STANDARD SWK - SIDEWALK TC - TOP OF CURB T.O.P - TOP OF PIPE TE - TRASH ENCLOSURE TG - TOP OF GRATE TS - TOP OF SLOPE OR TRAFFIC SIGNAL TSBX - TRAFFIC SIGNAL CONTROL BOX TYP. - TYPICAL W - WATER OR WEST WM - WATER METER WV - WATER VALVE XXX.XX - PROPOSED ELEVATION (XXX.XX) - EXISTING ELEVATION - DRAINAGE FLOW DIRECTION TS T W G S PP SL FH MH DI SCO LP XX TSBX SDRI WV SDMH TMH SN ICB SLBX SSMH T EM GM WM BOLHYDLEGEND: BLOCK WALL SECTION LINE FENCE CURB CURB AND GUTTER VALLEY GUTTER MANHOLE DROP INLET SEWER CLEAN OUT LIGHT POLE FIRE HYDRANT STREET LIGHT LIGHT STANDARD SINGLE LIGHT STANDARD POWER POLE TRAFFIC SIGNAL EXISTING PALM EXISTING TREE WATER METER ELECTRIC VAULT ELECTRIC METER GAS METER HANDICAP PARKING STALL TELEPHONE SEWER MANHOLE STORM DRAIN MANHOLE TELEPHONE MANHOLE IRRIGATION CONTROL BOX STREET LIGHT PULL BOX SIGN CSP RISER WATER VALVE TRAFFIC SIGNAL CONTROL BOX EX. STORM DRAIN EX. SEWER LINE EX. WATER LINE EX. GAS EX. TELEPHONE BOLLARD PCC SIDEWALK PCC PAVEMENT AC PAVEMENT REPLACEMENT P/L R/W WATER LINE SEWER LINE STORM DRAIN LINE RIDGE LINE GRADE BREAK LINE FLOW LINE W S IMPORTANT NOTICE: SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG. UNDERGROUND STRUCTURES: UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THOSE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONS OF ALL RECORDED UTILITIES AS WELL AS ANY NOT SHOWN AND SHALL CONFIRM ALL ALIGNMENTS AND GRADES BY FIELD INVESTIGATIONS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD TITLE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. LEGAL DESCRIPTION: PARCEL 1 OF PARCEL MAP NO. SLO 21-0010 FILED APRIL 21, 2023 IN BOOK 84 OF PARCEL MAPS, AT PAGES 25 THROUGH 26, IN THE COUNTY OF SAN LUIS OBISPO RECORDERS OFFICE. APN 05-412-028 2 SCOPE OF WORK: THE PROPOSED PROJECT INCLUDES GRADING OF STREET IMPROVEMENTS, SIGNING, AND STRIPING. GENERAL GRADING NOTE: 1. ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THE UTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE ENGINEERING STANDARDS AND STANDARD SPECIFICATION. (THE CURRENT ADOPTED STANDARDS ARE DATED AUGUST 2020.) 2. ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER & SIDEWALK OR DRIVEWAY APPROACH SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR. 3. A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY, WITHIN CITY EASEMENTS, OR FOR CONNECTIONS TO PUBLIC UTILITIES. WORK REQUIRING AN ENCROACHMENT PERMIT INCLUDES BUT IS NOT LIMITED TO DEMOLITIONS, UTILITIES, WATER, SEWER, AND FIRE SERVICE LATERALS, CURB, GUTTER, AND SIDEWALK, DRIVEWAY APPROACHES, SIDEWALK UNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREET TREE PLANTING OR PRUNING, CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTION STAGING IN THE RIGHT-OF-WAY. 4. CONTACT THE PUBLIC WORKS INSPECTION HOTLINE AT 781-7554 WITH AT LEAST A 48-HOUR NOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTION OR FINAL INSPECTION. 5. THE ADJOINING STREET SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD AND CONSTRUCTION DEBRIS AT THE END OF EACH DAY. 6. A TRAFFIC AND PEDESTRIAN CONTROL PLAN SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE. 7. A CAL TRANS ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE CAL TRANS RIGHT-OF-WAY, TRAFFIC CONTROL, FOR CONNECTION TO A CAL TRANS MAINTAINED STORM DRAIN SYSTEM, AND/OR FOR CONNECTION TO CITY UTILITIES WITHIN THE CAL TRANS RIGHT-OF-WAY. 8. A PRE-CONSTRUCTION MEETING SHALL BE COORDINATED BY THE OWNER/DEVELOPER OR CONTRACTOR AND SHALL INCLUDE PERTINENT CITY STAFF. AS A MINIMUM, THE ASSIGNED BUILDING INSPECTOR AND PUBLIC WORKS INSPECTOR SHALL BE INCLUDED IN THIS MEETING TO DISCUSS THE LIMIT OF PUBLIC AND PRIVATE IMPROVEMENTS AND THE CORRESPONDING INSPECTION RESPONSIBILITIES. 9. THE PUBLIC IMPROVEMENTS SHALL BE SUBSTANTIALLY COMPLETE TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR PRIOR TO FINAL INSPECTION APPROVALS AND/OR OCCUPANCY OF ANY BUILDING. 10.“RECORD” DRAWINGS OR “AS-BUILT” PLANS ARE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN CITY EASEMENTS AT THE COMPLETION OF THE PROJECT PER CITY STANDARDS AND CITY STANDARD SPECIFICATIONS. THE RECORD DRAWINGS SHALL BE RECEIVED AND ACCEPTED BY THE CITY PRIOR TO FINAL INSPECTION APPROVALS AND/OR OCCUPANCY OF ANY BUILDING. 11.STORMWATER AND DRAINAGE SYSTEM CERTIFICATION IS REQUIRED FROM THE ENGINEER OF RECORD PRIOR TO FINAL INSPECTION APPROVALS. THE ENGINEER SHALL CERTIFY THAT THE DRAINAGE AND STORMWATER SYSTEM COMPONENTS HAVE BEEN INSPECTED AND ARE IN GENERAL CONFORMANCE WITH THE DRAINAGE REPORT, SYSTEM DESIGN, AND THE APPROVED PLANS, INCLUDING ALL FINAL ELEVATIONS, COMPONENT SIZING, DETENTION BASINS, PARKING LOT DETENTION CURB ELEVATIONS, DRAINAGE PIPING, INLETS, WEIR ELEVATIONS, AND ORIFICES. 12.ALL SURFACE AND SUBSURFACE DRAINAGE SYSTEMS DESIGNED AT LESS THAN 2% SHALL HAVE FINAL GRADIENTS CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER PRIOR TO FINAL INSPECTION APPROVALS. 13.ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE OR SHALL BE TIED OUT BY A LICENSED LAND SURVEYOR PRIOR TO DISTURBANCE AND THEN REPLACED PRIOR TO OCCUPANCY IN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE. 14.EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURING ALL DEMOLITIONS, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES. 15.ONE 15-GALLON STREET TREE IS REQUIRED FOR EACH 35 LINEAL FEET OF FRONTAGE OR FRACTION THEREOF. TREE SPECIES AND PLANTING REQUIREMENTS SHALL BE PER CITY ENGINEERING STANDARDS. NOTICE TO CONTRACTOR: CONTRACTOR TO FIELD VERIFY ALL SITE CONDITIONS, UTILITIES, AND CONNECTIONS TO EXISTING UTILITIES AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY FIELD DISCREPANCIES. UNDERGROUND UTILITIES ARE SHOWN PER CITY MAPS. THE REMOVALS AND SITE PREPARATION ARE THE RESPONSIBILITY OF THE CONTRACTOR. ANY FIELD DISCREPANCIES OR CHANGES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND KEEP ON RECORD OF THE REFERENCE NUMBER FROM THE DIRECT DIG ALERT CONFIRMATION. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. NEITHER THE OWNER NOR ENGINEER ASSUMES ANY RESPONSIBILITIES FOR THE UTILITIES OR THE STRUCTURES NOT SHOWN, OR NOT IN THE LOCATION SHOWN ON THE DRAWINGS. CONTRACTOR TO VERIFY RIM AND INVERT ELEVATIONS AND NOTIFY THE ENGINEER IMMEDIATELY WITH ANY DISCREPANCIES PRIOR TO CONTINUING. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING IMPROVEMENTS, WHICH ARE TO REMAIN IN PLACE, FROM DAMAGE; AND ALL SUCH IMPROVEMENTS OR STRUCTURES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED SATISFACTORY TO THE ENGINEER AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE ALL OVERHEAD INTERFERENCES WHICH MAY AFFECT HIS OPERATION DURING CONSTRUCTION AND SHALL TAKE ALL NECESSARY PRECAUTION TO AVOID DAMAGE TO SAME. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING NEAR OVERHEAD OR UNDERGROUND POWER AND/OR TELEPHONE FACILITIES SO AS TO SAFELY PROTECT ALL PERSONNEL AND EQUIPMENT, AND SHALL BE RESPONSIBLE FOR COSTS AND LIABILITY IN CONNECTION THEREWITH FOR ANY DAMAGED OCCURRED. ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY AND OUTSIDE OF THE PROJECT BOUNDARY SHALL BE PERFORMED UNDER A SEPARATE ENCROACHMENT PERMIT ISSUED BY THE CONTROLLING AUTHORITY AND OBTAINED BY CONTRACTOR. ALL CONSTRUCTION OF OFF-SITE IMPROVEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF THE UNIFORM STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION OFF-SITE IMPROVEMENTS, OR AS REQUIRED BY THE CONTROLLING AUTHORITY. DURING GRADING AND CONSTRUCTION OF THE PROJECT, THE FOLLOWING SHALL BE FOLLOWED: 1. GRADING AND CONSTRUCTION ACTIVITIES SHALL BE PROHIBITED BETWEEN THE HOURS OF 7:00 P.M. AND 7:00 A.M. MONDAY THROUGH FRIDAY; 6:00 P.M. AND 8:00 A.M. SATURDAY; AND AT ANY TIME ON SUNDAY OR A FEDERAL HOLIDAY. (PLNG) 2. AN ON-SITE WATER TRUCK SHALL WET DOWN ACTIVE GRADING AREAS AND ROADS AT LEAST TWICE DAILY, AS DESCRIBED IN THE AIR QUALITY TECHNICAL REPORT PREPARED BY HELIX ENVIRONMENTAL PLANNING (MARCH 2018). (PLNG) INDEX MAP SCALE 1" = 60' SHEET DATE: JOB NO. 12/12/2024 W:\22-054 conserv mart slo\DWG\22054-01TTSIP.dwg Dec 12, 2024 - 12:54pmINCWaber Consultants PLANNING CIVIL ENGINEERING SURVEYING 19210 S. VERMONT AVE. STE 115, GARDENA, CA 90248 P (424) 344-2464 F (562) 372-3282 Exp. 6/30/26 No. C69050 AINROFILACFOETAT S LIVIC REENIGNE LANOISSEFORPDERETSIGERRIHAMWAB E RREVISIONS DATE DESCRIPTION BENCHMARK VERTICAL CONTROL BENCHMARK NO. 369 WITH AN ELEVATION OF 165.42' AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO 2017 BENCHMARK SYSTEM. CITY'S BENCHMARK SYSTEM IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). BASIS OF BEARINGS HORIZONTAL CONTROL FOR POINTS #8094 & #8211 AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO 2007 HORIZONTAL CONTROL NETWORK. CITY NETWORK IS BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5 CALIFORNIA. 22054 STREET IMPROVEMENT PLANS4640 BROAD ST, SAN LUIS OBISPO, CA 93401 OF 6Know what's below.before you dig.Call R 20" 30" 12"12" 4" 24" 6" 10"x16" THIN WALLKNOCKOUTSEACH WALLTYPICAL PEDESTRIAN RATED ATRIUM GRATEAND FRAME CAST INTO SLAB BROAD STREETFROM STA: 10+17.37' TO STA:13+11.15'OF BROAD OBISPO STD. PLAN4030.CONSTRUCT CURB RAMP PER CALTRANS STD, PLAN A88A, CASE F.CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDER TO ADJUST TO NEWGRADE EXISTING ELECTRIC VAULT.CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDER TO REMOVE ANDRELOCATE EXISTING TELECOM PEDESTAL.CONSTRUCT CONCRETE COLLAR AND INSTALL STORM DRAIN MANHOLE OVEREXISTING DRAIN INLET PER CITY OF SAN LUIS OBISPO STD. PLAN 6040. NEWMANHOLE COVER SHALL BE SET AT NEW SIDEWALK GRADE.CONSTRUCT CURB RAMP PER CALTRANS STD. PLAN A88A, CASE A, DETAIL A.INSTALL TRUNCATED DOMES PER CALTRANS STD. PLAN A88A AND CITY OF SAN LUISOBISPO STD. PLAN 4440INSTALL SIDEWALK BARRICADE PER CITY OF SAN LUIS OBISPO STD. PLAN 7340RELOCATE EXISTING PULL BOX INTO NEW SIDEWALK.57869262 LF2 EA1 EA1 EA1 EA10111 EA5 EA12132 EA1 EACONSTRUCT PCC 6" THICK CUSTOM COMMERCIAL DRIVEWAY APPROACH, USE CITYOF SAN LUIS OBISPO STD. PLAN 2115 FOR GENERAL NOTES AND STEELREINFORCEMENTCONSTRUCT 120' LONG UNDERGROUND GRAVEL STORAGE LAYER PER DETAIL CHEREON.CONSTRUCT 12" WIDE CURB CUT OPENING PER CASQA STD PLAN SW-17 ON SHEET 2.CONSTRUCT 4" BEEHIVE DRAIN INLET AND PERFORATED VERTICAL DRAIN PIPEWRAPPED IN FILTER FABRIC.CONSTRUCT 4" PVC SDR35 PIPE AND FITTINGS PER MANUFACTURER'SRECOMMENDATIONS. PIPE BEDDING PER CITY OF SAN LUIS OBISPO REQUIREMENTS.15729 SF16540 SF3 EA1718193 EA71 LFDETAIL BSCALE 1' = 10"11.88'Δ/4Δ/4Δ/4Δ/447.53'197.28 TC 196.57 TC 196.71 TC GRAVEL LAYER GRADATION REQUIREMENTS:GGGGGGGGGSDSDSDSDSDSDSDWWWWWWWWWWWWWWWWEEEEEEEESS SS SS SSSSSSSSSSSSSSSSSSD COMSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSS EBEBS34°57'33"E393.25'R/WR/WC/L INTERSECTION STA: 10+00.00 BROAD STREET STA:20+00.00 FARMHOUSE LANE STA: 10+17.37 (196.77) LIP (196.66) FL JOIN STA: 13+11.15(190.20) LIP(190.09) FL(190.50) TCJOIN ECR STA: 10+50.29 ~ 40.00 LT 195.98 LIP 195.83 FL 196.33 TC STA: 10+55.94 GB 195.77 FL 196.27 TC STA: 11+25.00 GB 194.30 FL 194.80 TC STA: 11+99.28 GB192.50 FL193.00 TC BCR STA: 10+20.14 ~ 70.40' LT(197.60) TC(197.10) FLJOINSEE DETAIL B HEREONSEE DETAIL A HEREONBROAD STREET10+0011+0012+0013+0020+0020+50 R=30.00'L=47.53'Δ=90°47'06"T=30.41'6'6' (2.42%) (4.13%) 1.80% 1.80% 1.80%1.80% 3.36% 3.56% 3.27% 3.31%3.80%4.11%4.53%4.74%5.13%4.39%(4.14%)(3.99%)(2.44%)(3.77%)(3.36%)(3.36%) (3.19%) (2.84%) (1.98%) (4.69%)(3.33%)192.10 TG187.60 INV311235495121617188'2'30'1718GGSDSDEESS SS SS SSSSSSSDDSSSSSS EBEB7.60%197.03FS197.10FS196.87 TC196.37 FS197.13 TC196.63 FS196.61 TC0'' CF196.54 TC0'' CFECR STA: 10+50.29 195.98 LIP 195.83 FL 196.33 TC 5. 1 0 % 7.1 0 % 1.46%2.52%R=30.00'L=47.53'Δ=90°47'06"T=30.41'3.36%1.14%1.80%197.68FS(197.60) FSJOIN0.42%0.48%GB1.97%196.51FS196.49FS(1.05%)197.60 TC197.10 FS196.66FL196.38FS211013131116GGGGGGGSDSDSDSDSDSDSDEEEEEECOM1.27% 1.27% STA: 12+45.87 192.80 TC 192.30 FL ECR STA: 12+30.87 192.32 TC 191.82 FL STA: 12+85.87 191.92 TC 191.42 FL STA: 12.+65.90 191.06 FL W = 40' ECR STA: 13+00.87 190.79 TC 190.29 FL 7.18% 7.18%40' 191.44 TC190.94 FL191.62 TC191.12 FL191.87 TC191.37 FS191.47 TC0'' CF192.16 TC191.66 FS192.13 TC191.63 FS191.96 TC0'' CF192.50 TC192.00 FS2.33%7.05%192.08 TC191.58 FS192.22 TC191.72 FS191.02 TC0'' CF191.45 TC0'' CF192.37 TC0'' CF192.48 TC0'' CF2.10%2.10% 192.27 TC191.77 FL190.79 TC190.29 FL191.97 TC191.47 FSGBGBGBGBFL191.73 TC191.23 FS192.57 TC192.07 FS5'3.51' 5'3.6' 2.54% 2.51% R 3 'R3'R15'R1 5 'R3'3'L/SL/SL/SL/SL/S2.10%2.10%2.10%2.10%4.74% 5.13% 4.39%191.63 TC191.13 FS1.27% 0.69% 1.83% 2.54% 2.51% 2.52%190.72 TG189.72 INV45° BEND189.71 INV189.35 INV19N34°52'35"E67.24'@S=0.005019N79°52'35"W3.19'@S=0.0050154766811111111161817R/WPROPOSED CURB& GUTTERPROPOSEDSIDEWALKCURB OPENINGPROPOSEDTREE WITH 24" BOXPER SEPARATELANDSCAPE PLANSDETAIL CGRAVEL STORAGE ON BROAD STREETSCALE: 1" = 2'PERMEABLE NON-WOVENGEOTEXTILE MEMBRANE2'-0" 1'-0"2'-0"AGGREGATE STORAGELAYER4'-6"PROPOSEDLANDSCAPING AREAPROPOSEDLANDSCAPING AREA2" DROPEXISTING 36" RCPVERTICAL PERFORATED DRAIN PIPEWRAPPED IN FILTER FABRIC0.5'6"PROPOSED DEEPENED FOOTINGALONG LANDSCAPING AREA0.51' ~ 1.34' FARMHOUSE LANEFROM STA: 21+25.69' TO STA:21+75.70'OF FARMHOUSE 3282Exp. 6/30/26No. C69050AIN ROFILACFOETAT SLIVICREENIGNELANOISSEFORPD ERETSIGER RI H AM WABERREVISIONSDATEDESCRIPTION BENCHMARKVERTICAL CONTROL BENCHMARK NO. 369 WITH AN ELEVATION OF 165.42' AS PUBLISHED IN THE CITYOF SAN LUIS OBISPO 2017 BENCHMARK SYSTEM. CITY'S BENCHMARK SYSTEM IS BASED ON THENORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).BASIS OF BEARINGSHORIZONTAL CONTROL FOR POINTS #8094 & #8211 AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO2007 HORIZONTAL CONTROL NETWORK. CITY NETWORK IS BASED ON THE NORTH AMERICAN DATUMOF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5 CALIFORNIA.22054STREET IMPROVEMENT PLANS4640 BROAD ST, SAN LUIS OBISPO, CA 93401OF6Know what'sbelow.before you dig.CallRCONSTRUCTION NOTES:SAW CUT AND REMOVE EXISTING AC PAVEMENT AND CONSTRUCT ASPHALTCONCRETE PAVEMENT (5" MIN THICKNESS).QUANTITY1419 LF4SCALE: 1" = 5'010'5'5' 2.5'CONSTRUCT 4" THICK CONCRETE SIDEWALK W/ DEEP DEEPENED FOOTINGADJACENT TO LANDSCAPE AREAS PER CITY OF SAN LUIS OBISPO STD. PLAN 4110AND DETAIL C HEREON.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY OF SAN LUIS OBISPO STD. PLAN4030.341558 SF4 LFCONSTRUCT PCC 6" THICK DRIVEWAY RAMP PER CITY OF SAN LUIS OBISPO STD.PLAN 2115.14398 SFCONSTRUCT 8'x10' UNDERGROUND GRAVEL STORAGE LAYER PER DETAIL D HEREON.CONSTRUCT REVERSE SLOPED SIDEWALK UNDERDRAIN WITH PIPE PER CITY OF SANLUIS OBISPO STD. PLAN 3415CONSTRUCT 3" PVC SDR35 PIPE AND FITTINGS PER MANUFACTURER'SRECOMMENDATIONS. PIPE BEDDING PER CITY OF SAN LUIS OBISPO REQUIREMENTS.CONSTRUCT BOTTOMLESS 12"x12" JENSEN PRECAST DROP INLET PERMANUFACTURER'S RECOMMENDATIONS, SEE DETAIL 1 AND 2 ON SHEET 2.80 SF20218 LF2217 LF231 EAGRAVEL LAYER GRADATION REQUIREMENTS:EXISTING EASEMENTS:A NON-EXCLUSIVE EASEMENT TO LAY, CONSTRUCT, MAINTAIN, OPERATE, REPAIR, REPLACE,PATROL, CHANGE THE SIZE OF, ADD TO, OR REMOVE FROM TIME TO TIME ONE OR MOREPIPELINES AND APPURTENANCES FOR THE TRANSPORTATION OF GAS, ENERGY,COMMUNICATION, PETROLEUM PRODUCTS, TOGETHER WITH THE REASONABLE RIGHT OFINGRESS AND EGRESS AND INCIDENTAL PURPOSES, IN FAVOR OF SOUTHERN CALIFORNIA GASCOMPANY RECORDED IN INSTRUMENT NO. 2006-027801 OF OFFICIAL RECORDS.AN OFFER OF DEDICATION FOR PUBLIC ROAD, SLOPE AND INCIDENTAL PURPOSES, RECORDEDIN INSTRUMENT NO. 2006-027802 OF OFFICIAL RECORDS.56MATCH LINE - SEE LEFT HEREONMATCH LINE - SEE RIGHT HEREONPROPOSED CURB& GUTTERSIDEWALK UNDERDRAIN1" LIPPERMEABLE NON-WOVENGEOTEXTILE MEMBRANE2'-0"PROPOSEDSIDEWALK8'DETAIL DGRAVEL STORAGE ON FARMHOUSE LANESCALE: 1" = 5'AGGREGATE STORAGELAYERLANDSCAPING AREAPROPOSED 3" PIPE3'-0"PROPOSEDBOTTOMLESS CATCH BASINGGGGGGSS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSS WMWVWW W W W W W W W W W W W N1°32'25"E140.82'N55°03'53"E54.38'N55°03'53"E76.56' N55°03'53"E 98.74'198.95FS200.34FS 200.34 TC199.84 FL3.48%3.27%3.52%9.50%9.50%1.38%1.46%1.80%1.37% 198.73 TC198.23 FLSTA: 21+75.70 ~ 20.14' LT(199.99) LIP(199.91) FL(200.41) TCJOIN6'4'3.47%1.5'2'(198.79) FSJOINSTA: 20+50.70C/L DWY W=40'EXISTING 6" CURB& 18" GUTTEREXISTING 6" CURB& 18" GUTTER(200.59) FSJOIN2'2'46'3'3'FARMHOUSE LANE21+00 21+50 199.82 TC199.74 FL199.42 TC199.34 FLGBGB199.01FS200.40FS1" LIPEXISTING RED CURBEXISTING FIRE HYDRANT14334441.93%56STA: 21+25.69 ~ 20.08' LT(198.30) LIP(198.18) FL(198.68) TCJOIN1.50%GGGGGGGGSDSDSDEEEEEEEESS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSD SD D S EB 10+0020+0020+50 R=30.00'L=47.53'Δ=90°47'06"T=30.41'(2.42%)BROAD STREET20EXISTING 6" CURB& 18" GUTTEREXISTING DRAIN INLET21N49°56'07"W10.80'@S=0.0589197.98 TG196.77 INV-IN195.06 INV-OUT22N34°56'07"W5.38'@S=0.0985194.95 INV23STA: 20+87.16197.45 INV-SW DRAIN(197.41) FL(197.85) TC SIGNING AND STRIPING PLANABBREVIATIONS:AC ASPHALT CONCRETEBW BACK OF WALKCF CURB FACEEX. EXISTINGFL FLOW 2017 BENCHMARK SYSTEM. CITY'S BENCHMARK SYSTEM IS BASED ON THENORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).BASIS OF BEARINGSHORIZONTAL CONTROL FOR POINTS #8094 & #8211 AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO2007 HORIZONTAL CONTROL NETWORK. CITY NETWORK IS BASED ON THE NORTH AMERICAN DATUMOF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5 CALIFORNIA.22054STREET IMPROVEMENT PLANS4640 BROAD ST, SAN LUIS OBISPO, CA 93401OF6Know what'sbelow.before you dig.CallR5SCALE: 1" = 10'010'5'5' 2.5'STRIPING CONSTRUCTION NOTES:RELOCATE "SPEED LIMIT" AND "CITY LIMIT" SIGN PER CITY OF SAN LUIS OBISPO STD.PLAN 7210.RELOCATE "TRAFFIC SIGNAL AHEAD" AND "BIKE LANE" SIGN PER CITY OF SAN LUISOBISPO STD. PLAN 7210.REINSTALL "STOP" SIGN PER CITY OF SAN LUIS OBISPO STD. PLAN 7210.INSTALL "NO LEFT TURN" SIGN PER CA MUTCD SECTION 2B.18 R3-2 AND CITY OF SANLUIS OBISPO STD. PLAN 7210.PAINT 6" WIDE WHITE RIGHT EDGELINE PER CALTRANS STD. PLAN A20D, DETAIL 39.PAINT 6" WIDE WHITE DIAGONAL CROSSHATCH 15' O.C.PAINT 4" WIDE DOUBLE YELLOW LINE AND MARKERS - NO PASSING ZONES - TWODIRECTION PAVEMENT MARKING PER CALTRANS STD. PLAN A20B, DETAIL 29.PAINT 12" WIDE YELLOW DIAGONAL CROSSHATCH (45°, 15' O.C.).INSTALL THERMOPLASTIC BIKE LANE ARROW PAVEMENT MARKING PER CALTRANSSTD. PLAN A24A.INSTALL THERMOPLASTIC BIKE LANE SYMBOL WITH PERSON PAVEMENT MARKINGPER CALTRANS STD. PLAN A24C.INSTALL NEW STREET NAME SIGN BLADES PER CITY STD 7250 ON SAME POST ASSTOP SIGN.QUANTITY1 EA543211 EA 1 EA1 EA6789101 LF33 LF1542 SF 1 EA481 LF101 EA1 EA11MEDIAN AT BROAD ST.MEDIAN AT BROAD ST.LOCATIONBIKE LANE BUFFER AT BROAD ST.NOTE:REMOVE (GRIND AND FOG SEAL) ANY EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THISPLAN;BIKE LANE BUFFER AT DRIVEWAY.BIKE LANE BUFFER AT DRIVEWAY.D COMSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS S EBEBS34°57'33"E393.25'R/WR/WC/L INTERSECTION STA:10+00.00 BROAD STREET STA: 20+00.00 FARMHOUSE LANE10+0011+0012+0013+00BROAD STREETGGGGGGGGGGGGGGGGSDSDSDSDSDSDSDSDSDSDSDSDSDSDWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWEEEEEEEEEEEEEEESS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSD STA: 10+55.64 END IMPROVEMENTS (20.23')STA: 13+11.12BEGIN IMPROVEMENTSJOIN EX. STRIPING (6.45')3.57'9.77'15.02' FARMHOUSE LANE20+0020+50JOIN EX. STRIPINGREMOVEEXISTING STRIPINGSTA: 11+75.33 STA: 10+89.49 C1C2(7.69')(6.86')16.98'6.14'10'15.12'STA: 12+25.33 C322.28'(7.68') 15.32'10'11.45'11.03'(7.52')(6.59') C4C5STA: 12+30.60 (7.67')(6.84')23.15'10'15.11'REMOVEEXISTING STRIPING15.2'9.7'23.63'(6.5')(7.5')STA: 13+2.24 1248571096311555REMOVEEXISTING STRIPINGSTA:12+60.38E.P. RETURN DATACURVE #C1C2C3C4C5037°13'39"037°13'39"026°58'32"058°03'49"077°24'56"R25.08'25.08'52.00'8.00'8.00'L16.29'16.29'24.48'8.11'10.81'T8.4468.44612.4724.4406.411 SHEETDATE:JOB NO.12/12/2024W:\22-054 conserv mart slo\DWG\22054-06SIPSC. .BASIS OF BEARINGSHORIZONTAL CONTROL FOR POINTS #8094 & #8211 AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO2007 HORIZONTAL CONTROL NETWORK. CITY NETWORK IS BASED ON THE NORTH AMERICAN DATUMOF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5 CALIFORNIA.22054STREET IMPROVEMENT PLANS4640 BROAD ST, SAN LUIS OBISPO, CA 93401OF6Know what'sbelow.before you dig.CallR6SECTIONS10+17.37VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'C/LR/W30'25.5'17.12'55.42'EX. ACPAVEMENTPROP. ACPAVEMENTPCC CROSS GUTTER(1.69%)1.76%2.65%196.66FL(196.93)JOIN10+25VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'29.9'6.77'17.02'55.41'EX. ACPAVEMENTPROP. ACPAVEMENTPCC CROSS GUTTER196.46FL(1.37%)C/LR/W2.74%1.73%(196.79)JOIN10+50VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'29.9'10'55.38'EX. CURBAND GUTTEREX. ACPAVEMENTPROP. ACPAVEMENTPCCSIDEWALKC/LR/W(2.50%)3.15%196.33 TC 195.83 FL(196.23)JOIN10+75VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55.34'30'10'6'6'EX. ACPAVEMENTPROP. ACPAVEMENTPCCSIDEWALKC/LR/W195.86 TC 195.36 FL(1.83%)3.60%EX. CURBAND GUTTER(195.80)JOIN11+00VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55.36'29.87'10'6'6'EX. ACPAVEMENTPROP. ACPAVEMENTPCCSIDEWALKC/LR/W(1.63%)3.45%195.53 TC 194.83 FL(195.25)JOIN(2.46%)EX. CURBAND GUTTER11+25VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55.27'40'6'6'EX. ACPAVEMENTPROP. ACPAVEMENTPCCSIDEWALKC/LR/W194.79 TC194.29 FL(194.68)JOIN(1.43%)2.89%(2.30%)EX. CURBAND GUTTER11+50VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55.23'29.85'10'6'6'EX. ACPAVEMENTPROP. ACPAVEMENTPCCSIDEWALKC/LR/W194.19 TC193.69 FL(194.10)JOIN(1.24%)3.32%(3.25%)EX. CURBAND GUTTER11+75VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55.2'29.85'10'6'EX. ACPAVEMENTPROP. ACPAVEMENTPCCSIDEWALKC/LR/W(1.55%)3.98%193.55 TC 193.05 FL(193.52)JOIN6'(3.77%)EX. CURBAND GUTTER12+00VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55.19'29.82'10'6'6'EX. ACPAVEMENTPROP. ACPAVEMENTPCCSIDEWALKC/LR/W(1.55%)4.53%192.94 TC 192.44 FL(192.95)JOIN(3.87%)EX. CURBAND GUTTER12+25VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55.12'29.8'10'6'EX. ACPAVEMENTPROP. ACPAVEMENTPCCSIDEWALKC/LR/W(2.05%)(4.14%)4.63%192.39 TC 191.89 FL(192.41)JOIN6'EX. CURBAND GUTTER12+50VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55.09'29.8'7'3'EX. ACPAVEMENTPROP. ACPAVEMENTPCCDRIVEWAYC/LR/W(2.05%)(4.14%)4.33%191.36 FL(191.81)JOINEX. CURBAND GUTTER12+75VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55.05'29.81'6.99'3'EX. ACPAVEMENTPROP. ACPAVEMENTPCCDRIVEWAYC/LR/W(2.44%)5.02%190.84 FL(191.33)JOINEX. CURBAND GUTTER13+00VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55.01'29.77'10.13'EX. ACPAVEMENTPROP. ACPAVEMENTPROP. LANDSCAPEAREAC/LR/W(2.80%)4.34%191.81 TC 190.31 FL(191.33)JOINEX. CURBAND GUTTER13+11.5VERTICAL SCALE: 1" = 2'HORIZONTAL SCALE: 1" = 20'55'EX. ACPAVEMENTC/LR/WEX. CURBAND GUTTER(4.70%)(2.81%)190.59 TC 190.09 FL 39.72'15.28'