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12+65.61EX WATERSERVICE <br />12+63.41EX WATERSERVICE <br />PB <br />PB <br />BOL <br />GATE <br />GATE <br />BOLBOL <br />MONSIGN <br />BOL <br />BOL <br />HAND RAIL <br />MONSIGN <br />BOLBOL <br />BOL <br />BOLBOL <br />BOL <br />BOLBOL <br />BOL <br />TSPB <br />TSPB <br />BOL BOL BOL BOL BOL <br />BOL <br />HAND RAIL <br />T <br />PB <br />S <br />S <br />S <br />S <br />BOL <br />BOL <br />BOLBOL <br />BOL <br />CAB <br />GATE <br />GATE END <br />GATE <br />BOL (LITE) <br />BOL (LITE) <br />SIGN SIGN <br />T <br />EXISTING BUILDING <br />3601 S HARBOR BLVD. <br />FF=(±38.2) <br />EXISTING BUILDING <br />3611 S HARBOR BLVD. <br />FF=(±37.9) <br />EXISTING BUILDING <br />3621 S HARBOR BLVD. <br />FF=(±36.8) <br />EXISTING BUILDING <br />3631 S HARBOR BLVD. <br />D <br />D <br />D <br />D <br />S <br />S S S <br />6' <br />25 <br />' <br />25 <br />' <br />15 <br />' <br />10' <br />10 <br />' <br />10 <br />' <br />6' <br />6' <br />6' <br />6' <br />6' <br />6' <br />6' <br />6' <br />20' <br />15' <br />10 <br />' <br />6' <br />15 <br />' <br />15 <br />' <br />5' <br />5' <br />15 <br />' <br />14' <br />37' <br />43' <br />56' <br />14' <br />37' <br />43' <br />56' <br />5' <br />S <br />EXISTING R/W <br />EXISTING ⅊ <br />EXISTING ⅊ <br />EXISTING R/W <br />PARCEL 2 <br />EASEMENT <br />POR. PARCEL 4 <br />P.M. 198/1-3 <br />PARCEL 3 <br />FIRE PROTECTION <br />EASEMENT <br />DN 85-213151 OR <br />& AMENDMENTS <br />PARCEL 1, PM 245/31APN: 414-261-12 <br />N/F D&S INVESTMENTS <br />PARCEL 2, PM 245/31APN: 414-261-34 <br />N/F SUNFLOWER ART LLC <br />PARCEL 3TELEPHONEEASEMENTDN 85-213151 OR& AMENDMENTS <br />PARCEL 1, PM 292/7-10 <br />APN: 414-261-32 <br />N/F CODAN US CORPORATION <br />PARCEL 2EASEMENTPOR. PARCEL 1 <br />P.M. 198/1-3 PARCEL 3 <br />FIRE PROTECTION <br />EASEMENT <br />DN 85-213151 OR <br />& AMENDMENTS <br />PARCEL 3 <br />STORM DRAIN <br />EASEMENT <br />DN 85-213151 OR <br />& AMENDMENTS <br />PARCEL 2, PM 292/7-10 <br />APN: 414-261-33 <br />N/F CODAN US CORPORATION <br />LOT 13, PM 252/2-3 <br />PARCEL 2 <br />EASEMENT <br />POR. PARCEL 2 <br />P.M. 198/1-3 <br />LOT 7, PM 252/2-3 <br />LOT 17, PM 252/2-3APN: 414-261-31 <br />N/F LAKE CENTER <br />BUSINESS HOMEOWNERS <br />ASSOCIATION <br />LOT 1, PM 252/2-3 <br />EXISTING 6" GAS <br />EXISTING 12" CL <br />WATER LINE <br />EXISTING 12" VCPSANITARY SEWER LINE <br />EXISTING 48" RCPSTORM DRAIN LINE <br />EXISTING 48" RCP <br />STORM DRAIN LINE <br />EXISTING 30" RCPSTORM DRAIN LINE <br />EXISTING 12" VCP <br />SANITARY SEWER LINE <br />EXISTING 6" GAS <br />EXISTING 12" CL WATER LINE <br />℄ <br />℄ <br />EXISTING 10" VCPSANITARY SEWER LINE <br />EXISTING 10" ACP, CLASS 150 <br />(PRIVATE) FIRE WATER MAIN <br />EXISTING 10" ACP, CLASS 150 <br />(PRIVATE) FIRE WATER MAIN <br />EXISTING 2" DOMESTICWATER POC <br />EXISTING WATER VAULT <br />EXISTING FIRESPRINKLER VALVE <br />EXISTING 8" SANITARY SEWER POC <br />(35.20 RIM) <br />(30.93 INV) <br />EXISTING 8" VCPSANITARY SEWER LATERAL <br />EXISTING 8" VCP <br />SANITARY SEWER LATERAL <br />EXISTING 8" SANITARY SEWER POC <br />(35.63 RIM) <br />(30.50 INV) <br />EXISTING WATER VAULT <br />EXISTING 8" ACP WATER LINE <br />EXISTING 8" VCP <br />SANITARY SEWER LINE <br />EXISTING 8" ACP WATER LINE <br />EXISTING 10" ACP, CLASS 150 <br />(PRIVATE) FIRE WATER MAIN <br />EXISTING 8" VCPSANITARY SEWER <br />LINE (S=0.9%) <br />EXISTING 6" VCP SANITARY SEWER POC <br />EXISTING PIV TO BE REMOVED <br />EXISTING FIRE WATER POC TO <br />BE REMOVED <br />EXISTING 8" VCPSANITARY SEWER POC <br />**EXISTING 10" ACP, CLASS 150 <br />(PRIVATE) FIRE WATER MAIN <br />EXISTING 10" ACP, CLASS 150 <br />(PRIVATE) FIRE WATER MAIN <br />EXISTING 2" DOMESTICWATER METER FOR 3621 SHARBOR BLVD BUILDING <br />(METER #99146103) <br />EXISTING 2" DOMESTICWATER METER FOR 3631 SHARBOR BLVD BUILDING <br />(METER #99146102) <br />EXISTING 2" DOMESTIC <br />WATER POC <br />EXISTING 2" DOMESTIC <br />WATER LINE <br />EXISTING 2" <br />DOMESTIC <br />WATER LINE <br />EXISTING 2" DOMESTICWATER LINE <br />EXISTING 2" <br />DOMESTIC WATER LINE <br />EXISTING 8" VCPSANITARY SEWER <br />LINE (S=2.6%) <br />EXISTING 2"DOMESTICWATER LINE <br />EXISTING FDC & PIV <br />EXISTING FIRE SYSTEM SIGN: OS&Y'S & <br />FDC SERVES 3601-3611-3621-3631 S <br />HARBOR BLVD. 3501-3511-3601 W <br />SUNFLOWER AVE. LOOPED SYSTEM 2ND <br />FDC AT SOUTH ENTRANCE OF <br />SUNFLOWER AVE. <br />EXISTINGFIRE HYDRANT <br />EXISTING <br />FIRE HYDRANT <br />EXISTING <br />FIRE HYDRANT <br />EXISTING 8" VCP SANITARY <br />SEWER LINE (S=1.5%) <br />EX. SS CLEANOUT <br />(35.99 RIM) <br />(26.7± INV) <br />EX. SS CLEANOUT <br />(36.46 RIM) <br />(27.66 INV) <br />EX. SS CLEANOUT <br />(36.84 RIM) <br />(28.47 INV) <br />36.98 RIM <br />(29.38 INV) <br />ADJUST TO GRADE EX. SS CLEANOUT <br />(36.97 RIM) <br />(31.97 INV)EX. SS CLEANOUT <br />(38.29 RIM) <br />(33.59 INV) <br />(24.72 INV) <br />(25.62 INV) <br />(30.05 INV) <br />(30.52 INV) <br />EX. SS CLEANOUT <br />(34.65 RIM) <br />(29.54 INV) <br />EXISTINGFIRE HYDRANT <br />EXISTING PIV <br />51 <br />5352 <br />51 <br />54 <br />55 <br />55 <br />71 <br />72 <br />81 <br />56 <br />56 <br />S <br />H <br />A <br />R <br />B <br />O <br />R <br /> <br />B <br />L <br />V <br />D <br />(P <br />U <br />B <br />L <br />I <br />C <br />) <br />PR <br />I <br />V <br />A <br />T <br />E <br /> <br />D <br />R <br />I <br />V <br />E <br />PRIVATE <br /> <br />D <br />R <br />I <br />V <br />E <br />S 89°40'46" E 666.94' <br />L: <br />3 <br />9 <br />. <br />2 <br />5 <br />' <br />R: <br />2 <br />5 <br />. <br />0 <br />0 <br />' <br />Δ=8 <br />9 <br />° <br />5 <br />6 <br />' <br />4 <br />1 <br />" <br />S <br />0 <br />° <br />2 <br />2 <br />' <br />3 <br />3 <br />" <br /> <br />W <br /> <br />4 <br />8 <br />8 <br />. <br />0 <br />1 <br />' <br />S 89°37'27" E 84.42'L:139.72' <br />R:400.00' <br />Δ=20°00'46" <br />N 69°36 <br />' <br />4 <br />1 <br />" <br /> <br />W <br /> <br />3 <br />5 <br />8 <br />. <br />4 <br />2 <br />' <br />L:6 <br />8 <br />. <br />4 <br />7 <br />' <br />R:2 <br />0 <br />0 <br />. <br />0 <br />0 <br />' <br />Δ=19 <br />° <br />3 <br />6 <br />' <br />5 <br />5 <br />" <br />S 39 <br />° <br />2 <br />9 <br />' <br />3 <br />1 <br />" <br /> <br />W <br /> <br />5 <br />3 <br />. <br />2 <br />4 <br />' <br />L:2 <br />0 <br />5 <br />. <br />1 <br />0 <br />' <br />R:3 <br />0 <br />0 <br />. <br />0 <br />0 <br />' <br />Δ=3 <br />9 <br />° <br />1 <br />0 <br />' <br />1 <br />7 <br />" <br />S <br />0 <br />° <br />1 <br />9 <br />' <br />1 <br />4 <br />" <br /> <br />W <br /> <br />3 <br />7 <br />0 <br />. <br />1 <br />9 <br />' <br />30 <br />' <br />60'60' <br />120' <br />30 <br />' <br />30 <br />' <br />30 <br />' <br />60 <br />' <br />49.6' <br />21 <br />. <br />4 <br />' <br />21 <br />. <br />5 <br />' <br />35.65 RIM <br />(26.2± INV) <br />31.56 INV <br />31.36 INV <br />30.80 INV <br />L=81'S=1.8% <br />L=120'S=0.9%62 <br />63 <br />63 <br />63 <br />63 <br />61 <br />82 <br />10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 <br />W LAKE CENTER DR <br />(PUBLIC) <br />CE <br />N <br />T <br />E <br />R <br />L <br />I <br />N <br />E <br /> <br />I <br />N <br />T <br />E <br />R <br />S <br />E <br />C <br />T <br />I <br />O <br />N <br />10 <br />+ <br />0 <br />0 <br />. <br />0 <br />0 <br /> <br />C <br />E <br />N <br />T <br />E <br />R <br /> <br />L <br />A <br />K <br />E <br /> <br />D <br />R <br />I <br />V <br />E <br />14+00.35EX WATERSERVICE <br />13+20.38EX WATERSERVICE <br />L=23'S=1.8%61 <br />L=11'S=1.8%61 <br />L=33'S=1.8%61 <br />EXISTING 6" SANITARY SEWER TOBE REMOVED AND REPLACED PERSEPARATE STREET IMPROVEMENTPLANS PO#116501. <br />PROPOSED CLEAN-OUT <br />PER SEPARATE STREET <br />IMPROVEMENT PLANSPO#116501.RIM=34.13, INV=25.08 <br />EXISTING 8" VCPSANITARY SEWER <br />LINE (S=1.5%) <br />37.55 RIM <br />37.77 RIM <br />37.72 RIM <br />BMF=34.7EX. SS TOP=33.6 <br />BMF=34.7EX. SS TOP=32.9 <br />EXISTING <br />FIRE HYDRANT <br />85 <br />84 86 <br />EXISTING 6" FIREWATER LINE <br />(PROTECT) <br />6 <br />75 <br />11 <br />75 <br />9 <br />9 9 <br />10 <br />10 <br />10 <br />10 <br />10 <br />6 <br />6 <br />5 7 <br />75 <br />9 <br />911 <br />PROPOSED STORM DRAIN LINEREFER TO STORM DRAINPLAN ON SHEET 9 <br />PROPOSED MODULAR WETLANDS SYSTEM. <br />REFER TO STORM DRAIN PLAN ON SHEET <br />9 FOR MORE INFORMATION <br />10 <br />83 <br />EXISTING 8" VCPSANITARY SEWER LINE <br />WATER SERVICE ABANDONMENT. <br />SEE SEPARATE PUBLIC <br />IMPROVEMENTS PLANS P0#116501 <br />54 <br />73 <br />5'CLEAR <br />A <br />N <br />C <br />E <br />EXISTING <br />TREE <br />UNAUTHORIZED CHANGES & USES: <br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED <br />CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE <br />APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE <br />WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO <br />ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION <br />OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE <br />TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR <br />FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL <br />LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING <br />LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. <br />ENGINEERS NOTE TO CONTRACTOR: <br />THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR <br />STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF <br />AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO <br />EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR <br />SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE <br />UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY <br />DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN <br />HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS <br />OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING <br />ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN. <br />FILE NO.: <br />SH <br />T <br />- <br />X <br />X <br />N <br />N <br />- <br />N <br />N <br />N <br />N <br />N <br />- <br />R <br />0 <br />0 <br />. <br />D <br />G <br />N <br />PRECISE GRADING PLAN <br />3601, 3611 HARBOR BOULEVARD <br />CITY OF SANTA ANAPUBLIC WORKS AGENCY <br />REVISIONS REFERENCES <br />NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED <br />CONSTRUCTION COMPLETED:SHEET OF 16 <br />BENCHMARK NO.: 1F-177-10 (OCPW BM)ELEV.: 37.459' NAVD88 <br />www.DigAlert.org <br />TWO WORKING DAYSBEFORE YOU DIG <br />Underground Service Alert <br />NOTICE TO CONTRACTOR <br />of Southern California <br />PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMITIS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINSA DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWOWORKING DAYS PRIOR TO COMMENCING EXCAVATION. <br />DATE <br />PREPARED UNDERTHE SUPERVISIONOF: <br />REVIEWED FORCONSTRUCTABILITYAND RECOMMENDEDFOR CONSTRUCTION:PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />O <br />. <br /> <br />P <br />0 <br />1 <br />1 <br />6 <br />3 <br />5 <br />2 <br />: <br /> <br />C <br />R <br />I <br />S <br />T <br />O <br /> <br />R <br />E <br />Y <br /> <br />H <br />I <br />G <br />H <br /> <br />S <br />C <br />H <br />O <br />O <br />L <br />; <br /> <br />3 <br />6 <br />0 <br />1 <br /> <br />& <br /> <br />3 <br />6 <br />1 <br />1 <br /> <br />S <br /> <br />H <br />A <br />R <br />B <br />O <br />R <br /> <br />B <br />L <br />V <br />D <br />. <br /> <br />G <br />R <br />A <br />D <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />CALL BEFORE YOU DIG <br />Know what's below.before you dig.Call <br />R <br />JACOB VANDERVISDESCRIPTION <br />GP# 50101563 <br />03/2026 <br /> A <br />p <br />r <br /> <br />0 <br />3 <br />, <br /> <br />2 <br />0 <br />2 <br />6 <br /> <br />- <br /> <br />6 <br />: <br />2 <br />1 <br />a <br />m <br /> <br />b <br />y <br /> <br />P <br />J <br />m <br />a <br />e <br />v <br /> <br /> <br />K <br />: <br />\ <br />D <br />r <br />a <br />w <br />i <br />n <br />g <br />s <br />\ <br />S <br />P <br />\ <br />S <br />P <br />9 <br />1 <br />3 <br />7 <br /> <br />- <br /> <br />C <br />r <br />i <br />s <br />t <br />o <br /> <br />R <br />e <br />y <br /> <br />O <br />r <br />a <br />n <br />g <br />e <br /> <br />C <br />o <br />u <br />n <br />t <br />y <br /> <br />H <br />i <br />g <br />h <br /> <br />S <br />c <br />h <br />o <br />o <br />l <br />\ <br />E <br />N <br />G <br />\ <br />C <br />o <br />n <br />s <br />t <br />r <br />u <br />c <br />t <br />i <br />o <br />n <br /> <br />D <br />r <br />a <br />w <br />i <br />n <br />g <br />s <br />\ <br />P <br />r <br />e <br />c <br />i <br />s <br />e <br /> <br />G <br />r <br />a <br />d <br />i <br />n <br />g <br /> <br />P <br />l <br />a <br />n <br />s <br />\ <br />9 <br /> <br />- <br /> <br />U <br />T <br />I <br />L <br />I <br />T <br />Y <br /> <br />P <br />L <br />A <br />N <br />. <br />d <br />w <br />g <br />REGISTERED PROFESSIONAL ENGINEER <br />JACOB VANDERVIS <br />No. C46301 <br />CIVILTSTEOFCALIFORNIAA <br />EXP. 12-31-26 <br />UTILITY PLAN <br />12 <br />SCALE: 1" = 30' <br />60'30'0 <br />N <br />PROPERTY LINE (⅊) AND/OR RIGHT-OF-WAY (R/W) <br />CENTER LINE <br />EXISTING EASEMENT <br />EXISTING STORM DRAIN LINE (30" AND LARGER) <br />EXISTING STORM DRAIN LINE (SMALLER THAN 30") <br />EXISTING SANITARY SEWER LINE <br />EXISTING DOMESTIC WATER LINE <br />EXISTING FIRE WATER LINE <br />EXISTING ELECTRICAL LINE <br />EXISTING NATURAL GAS LINE <br />EXISTING TELECOMMUNICATION LINE <br />PROPOSED STORM DRAIN LINE <br />PROPOSED FIRE WATER LINE <br />PROPOSED IRRIGATION LINE <br />PROPOSED STORM DRAIN BMP'S (DETENTION/MWS) <br />BOTTOM OF PROPOSED MAT FOUNDATION <br />TOP OF PIPE <br />EXISTING EASEMENT KEYNOTE (REFER TO HORIZONTAL CONTROL PLAN ON SHEET 4) <br />LEGEND: <br />GENERAL UTILITY NOTES: <br />1.CONTRACTOR TO USE TEMPORARY SHORING FOR EXCAVATIONS GREATER THAN 5' IN DEPTH PER GEOTECHNICAL REPORT. <br />2.APPROXIMATE LOCATION OF EXISTING UTILITIES - GENERAL CONTRACTOR TO POTHOLE TO VERIFY EXACT DEPTH AND LOCATION.GENERAL CONTRACTOR TO NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. <br />DOMESTIC WATER CONSTRUCTION NOTES:QUANTITIES <br />INSTALL 2" RPPD DOMESTIC WATER BACKFLOW PREVENTER PER CITY OF SANTA ANA STD. <br />1432. INSTALL LOCKABLE ENCLOSURE AND CONSTRUCT CONCRETE PAD FOR BACKFLOW <br />PREVENTOR. <br />2 EA <br />CONNECT TO EXISTING 2" DOMESTIC WATER METER SERVICE FOR 3601 S HARBOR BLVD <br />BUILDING (METER #98823324) <br />1 EA <br />CONNECT TO EXISTING 2" DOMESTIC WATER METER SERVICE FOR 3611 S HARBOR BLVD <br />BUILDING (METER #98823060) <br />1 EA <br />REMOVE EXISTING ABANDONDED 2" DOMESTIC WATER SERVICE AND METER BOX PER CITY OFSANTA ANA STD. 1430 AND SEPARATE STREET IMPROVEMENT PLANS P0116501. <br />1 EA <br />EXISTING DOMESTIC WATER POINT OF CONNECTION. REFER TO SEPARATE PLUMBLING PLANS.2 EA <br />EXISTING VAULT TO BE PROTECTED IN PLACE AND ADJUSTED TO GRADE (IF NEEDED) PER <br />GRADING PLANS ON SHEET 4. REMOVE AND REPLACE PRESSURE REGULATOR STATION PER <br />SEPARATE PLUMBING PLANS. <br />2 EA <br />51 <br />52 <br />53 <br />54 <br />55 <br />56 <br />IRRIGATION WATER CONSTRUCTION NOTES: <br />EXISTING 2" IRRIGATION BACKFLOW PREVENTOR TO BE REMOVED. CONTRACTOR TO INSTALLNEW IRRIGATION LINE TO RECONNECT TO THE EXISTING IRRIGATION SYSTEM. <br />EXISTING 2" WATER METER FOR 3601 S HARBOR BLVD (METER #98823084) <br />INSTALL 2" RPPD IRRIGATION WATER BACKFLOW PREVENTOR PER CITY OF SANTA ANA STD. <br />1432. INSTALL LOCKABLE ENCLOSURE AND CONSTRUCT CONCRETE PAD FOR BACKFLOW <br />PREVENTOR. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING IRRIGATION LINE AND <br />NOTIFY ENGINEER OF ANY DISCREPANCIES. <br />71 <br />72 <br />73 <br />FIRE WATER CONSTRUCTION NOTES:QUANTITIES <br />REMOVE EXISTING 10" DOUBLE CHECK VALVE ASSEMBLY PER SEPARATE OCFA UNDERGROUNDFIRE PROTECTION PLAN. <br />1 EA <br />INSTALL 10" DOUBLE CHECK DETECTOR ASSEMBLY BACKFLOW PREVENTION DEVICE FOR FIRE <br />PURPOSES PER CITY OF SANTA STD. 1433B PER SEPARATE OCFA UNDERGROUND FIRE <br />PROTECTION PLAN. <br />1 EA <br />CONNECT TO EXISTING FIRE AND INSTALL POST INDICATOR VALVE (PIV) PER SEPARATE OCFA <br />UNDERGROUND FIRE PROTECTION PLAN. <br />1 EA <br />REMOVE EX. FIREWATER LINE AND INSTALL 6" PVC C900, DR14 FIREWATER LINE (INCLUDING <br />ALL BENDS, TEES, FITTINGS, TRENCHING, THRUST BLOCKS & BEDDING) PER SEPARATE OCFA <br />UNDERGROUND FIRE PROTECTION PLAN. (36" MINIMUM COVER) <br />31 LF <br />REMOVE EXISTING POST INDICATOR VALVE (PIV), FIREWATER RISER, AND FIREWATER SERVICELINE PER SEPARATE OCFA UNDERGROUND FIRE PROTECTION PLAN. <br />1 EA <br />INSTALL FIREWATER RISER PER SEPARATE OCFA UNDERGROUND FIRE PROTECTION PLAN.1 EA <br />81 <br />82 <br />83 <br />84 <br />85 <br />86 <br />SANITARY SEWER CONSTRUCTION NOTES:QUANTITIES <br />INSTALL 6" VCP SEWER MAIN, SLOPE PER PLAN. TRENCHING & BEDDING PER CITY OF SANTAANA STD. 1150. <br />150 LF <br />INSTALL 8" VCP SEWER MAIN, SLOPE PER PLAN. TRENCHING & BEDDING, AND PAVEMENT <br />RESTORATION PER CITY OF SANTA ANA STD. 1150. <br />135 LF <br />INSTALL SANITARY SEWER CLEANOUT PER DETAIL HEREON.4 EA <br />61 <br />62 <br />63 <br />EXISTING FIRE HYDRANT <br />EXISTING WATER METER <br />EXISTING BACKFLOW PREVENTER <br />EXISTING VALVE <br />EXISTING STREET LIGHT <br />EXISTING SEWER CLEANOUT <br />EXISTING PIV <br />EXISTING FDC <br />PROPOSED FIRE HYDRANT <br />PROPOSED FIRE RISER <br />PROPOSED FDC <br />PROPOSED PIV <br />PROPOSED BACKFLOW PREVENTER <br />PROPOSED SEWER CLEANOUT <br />AC PAVEMENT RESTORATION <br />PCC PAVEMENT RESTORATION <br />X <br />BMF <br />TOP <br />ADJUSTABLE HEAD <br />DIRECTION OF FLOW <br />1" IN GRASSY AREA0" IN PAVED AREA <br />10 <br />" <br />(M <br />I <br />N <br />. <br />) <br />12"12"NOTE: SEE APPLICABLE DETAILFOR BACKFILL AND BEDDINGINSTRUCTIONS. <br />CRUSHED STONE <br />PER LOCAL CODE <br />WYE <br />SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION <br />PLUG WYE IF SERVICELATERAL DOES NOT CONTINUE <br />THREADED PVC CLEANOUT PLUG <br />GRADE SURFACE AWAY FROMCLEAN OUT <br />HEAVY DUTY FRAME AND COVER <br />W/LETTERS "C.O." CAST IN COVER <br />4" MIN. 2500 PSI P.C. <br />CONCRETE COLLAR <br />SIZE OF RISER PIPE PER LOCAL CODE <br />45° BEND <br />SEWER CLEANOUT <br />NOT TO SCALE <br />Behrooz Sarlak 4/9/2026