Laserfiche WebLink
0.00 AC <br />D <br />CD 4 CD 4 <br />PB <br />PB <br />VLT <br />BOL <br />GATE <br />GATE <br />BOLBOL <br />CD 0.8X0.5 <br />CD 4 <br />BOL <br />BOL <br />CD 4CD 4 <br />CD 4CD 4 <br />HAND RAIL <br />BOLBOL <br />BOL <br />BOLBOL <br />BOL <br />BOLBOL <br />BOL <br />TSPB <br />TSPB <br />CD 4 <br />CD 4CD 4 <br />CD 4 <br />BOL BOL BOL BOL BOL <br />BOL <br />HAND RAIL <br />CD 4 <br />CD 4 <br />CD 5CD 5 <br />CD 5CD 5CD 5CD 5CD 5CD 5 <br />T <br />PB <br />D D <br />S 34.0 <br />1 <br />RIM <br />S <br />32.6 <br />6 <br />RIM <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 />T <br />D <br />D <br />D <br />D <br />HA <br />R <br />B <br />O <br />R <br /> <br />B <br />L <br />V <br />D <br />. <br />(36) <br />(36) <br />(35) <br />(35) <br />(35 <br />) <br />(36) <br />(37) <br />(38) <br />(39) <br />(3 <br />5 <br />) <br />(35 <br />) <br />(3 <br />5 <br />) <br />(3 <br />5 <br />) <br />(3 <br />6 <br />) <br />(3 <br />6 <br />) <br />(34) <br />(34) <br />(35) <br />(34 <br />) <br />(36) <br />(3 <br />5 <br />) <br />(3 <br />5 <br />) <br />(3 <br />3 <br />) <br />(3 <br />3 <br />) <br />(3 <br />4 <br />) <br />(3 <br />4 <br />) <br />(3 <br />6 <br />) <br />(3 <br />7 <br />) <br />(3 <br />7 <br />) <br />(3 <br />7 <br />) <br />(37 <br />) <br />(3 <br />5 <br />) <br />(3 <br />4 <br />) <br />(3 <br />6 <br />) <br />(3 <br />7 <br />) <br />(3 <br />6 <br />) <br />(3 <br />7 <br />) <br />(3 <br />8 <br />) <br />(3 <br />9 <br />) <br />(3 <br />5 <br />) <br />(34 <br />) <br />(36) <br />(36 <br />) <br />(3 <br />6 <br />) <br />(3 <br />6 <br />) <br />(3 <br />6 <br />) <br />(3 <br />7 <br />) <br />(3 <br />7 <br />) <br />(37) <br />(3 <br />5 <br />) <br />(3 <br />5 <br />) <br />(36) <br />(3 <br />6 <br />) <br />(3 <br />7 <br />) <br />(37) <br />(36) <br />(36) <br />(35)(34) <br />(36) <br />WV <br />WV WV <br />(35) <br />(35) <br />(36) <br />S <br />PARCEL 1, PM 245/31APN: 414-261-12 <br />N/F D&S INVESTMENTS <br />LOT 7, PM 252/2-3 <br />PARCEL 2, PM 245/31 <br />APN: 414-261-34 <br />N/F SUNFLOWER ART LLC PARCEL 1, PM 292/7-10 <br />APN: 414-261-32 <br />N/F CODAN US CORPORATION <br />LOT 17, PM 252/2-3 <br />N/F LAKE CENTER BUSINESS <br />HOMEOWNERS ASSN <br />LOT 13, PM 252/2-3 <br />LOT 1, PM 252/2-3 <br />EXISTING STORMDRAIN CB &MANHOLE <br />(34.84RIM) <br />(26.42INV) <br />EXISTING STORMDRAIN CB &MANHOLE <br />(34.82RIM) <br />(29.99INV) <br />EXISTING 36" RCPSTORM DRAIN LINE <br />EXISTING 36" RCPSTORM DRAIN LINE <br />EXISTING R/W <br />EXISTING ⅊ <br />EXISTING ⅊ <br />EXISTING R/W <br />℄ <br />℄ <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 />(35) <br />(40) <br />(34)(34)(34) <br />(36)(37)(38)(39) <br />S <br />H <br />A <br />R <br />B <br />O <br />R <br /> <br />B <br />L <br />V <br />D <br />W LAKE CENTER DR <br />(P <br />U <br />B <br />L <br />I <br />C <br />) <br />(PUBLIC) <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 />A-9 <br />0.003 AC <br />0.01 AC <br />A-2 <br />0.02 AC <br />A-3 <br />0.01 AC <br />A-8 <br />0.06 AC <br />A-1 <br />0.03 AC <br />A-5 <br />0.01 AC <br />A-7 <br />0.95 AC <br />A-6 <br />0.03 AC <br />A-10 <br />A-2 <br />0.006 AC <br />A-4 <br />0.01 AC <br />1 <br />1.84 AC <br />PARCEL 1, PM 245/31APN: 414-261-12 <br />N/F D&S INVESTMENTS <br />(TYP.) <br />(TYP.) <br />S-1 <br />S-1 <br />S-3 <br />S-4 <br />S-4 <br />BIO-7 <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 />OUTLET B (EXISTING PRIVATE STORMDRAIN. DRAINS TO PUBLIC <br />STORM DRAIN ON SUNFLOWER AVE SOUTHEAST OF THE SITE) <br />EXISTING STORM DRAIN CB & MANHOLE <br />(32.84 RIM) <br />(27.76 INV) <br />EXISTING 36" RCP <br />OUTLET A (SHEET FLOW <br />& PRIVATE DRIVE) <br />CONSTRUCT <br />4"X28"CURB-O-LETRECTANGULAR <br />CHANNEL <br />6 <br />75 <br />11 <br />75 <br />9 <br />9 <br />9 <br />10 <br />10 <br />10 <br />10 <br />10 <br />10 <br />6 <br />6 <br />5 7 <br />75 <br />9 <br />911 <br />28.84 INV <br />PROPOSED 8X8 MWSCOORDINATES:33.697917, -117.917206 <br />(33.14TC) <br />32.64FL28.85INV <br />PROPOSED 8" PVCS=0.005 <br />PROPOSED CURBDRAIN CULVERT <br />33.78 FL <br />28.73 INV <br />PROPOSED 8" PVCS=0.005 <br />28.36 INV <br />(28.31 INV) <br />EXISTINGCURB DRAIN EXISTINGCURB DRAIN <br />EXISTINGCURB DRAIN <br />EXISTING <br />CURB DRAIN EXISTINGCURB DRAIN <br />N-3 <br />N-11 <br />N-4A <br />N-14 <br />N-15 <br />N-3 <br />EXISTING <br />DOWNSPOUT EXISTINGDOWNSPOUT <br />EXISTINGDOWNSPOUT <br />EXISTINGDOWNSPOUT <br />EXISTINGDOWNSPOUT <br />N-4B <br />SCALE: 1" = 30' <br />60'30'0 <br />N <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 />2 <br />, <br /> <br />2 <br />0 <br />2 <br />6 <br /> <br />- <br /> <br />7 <br />: <br />2 <br />4 <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 />S <br />P <br />9 <br />1 <br />3 <br />7 <br />_ <br />L <br />I <br />D <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 />WQMP EXHIBIT <br />XX <br />X.XX AC <br />LEGEND: <br />N <br />AN STOOCEAN <br />GNPMUDO <br />RDSHT <br />NOTE: STORM DRAIN IS A PRIVATE SYSTEM. ALL STORM <br />DRAIN INLETS (CATCH BASINS) THAT DISCHARGE INTO ANEXISTING OR PROPOSED STORM DRAIN SHALL BE MARKED <br />(LABELED) WITH THE ABOVE NOTATION TO DISCOURAGE <br />ILLEGAL DUMPING OF POLLUTANTS. <br />BLUE <br />FEATURES ON <br />A WHITE <br />BACKGROUND <br />MIN 2"LETTERING <br />D=30"MIN. <br />TYPICALFISHORDOLPHIN <br />I <br />I <br />I <br />STORM DRAIN INLET MARKING <br />NTS <br />NON-STRUCTURAL SOURCE CONTROL <br />BMPS: <br />BMP <br />SYMBOL DESCRIPTION RESPONSIBLE PARTY <br />COMMON AREA LANDSCAPE <br />MANAGEMENT DEVELOPER/OWNER <br />BMP MAINTENANCE - MODULAR <br />WETLAND SYSTEM DEVELOPER/OWNER <br />BMP MAINTENANCE - CATCH BASIN <br />INSERT FILTER DEVELOPER/OWNER <br />COMMON AREA LITTER CONTROL DEVELOPER/OWNER <br />CATCH BASIN INSPECTION PROGRAM DEVELOPER/OWNER <br />VACUUM SWEEPING OF PARKING LOTSDEVELOPER/OWNER <br />N-3 <br />N-4A <br />N-4B <br />N-11 <br />N-14 <br />N-15 <br />STRUCTURAL SOURCE CONTROL BMPS: <br />BMP <br />SYMBOL DESCRIPTION RESPONSIBLE PARTY <br />STORM DRAIN SYSTEM STENCILING <br />AND SIGNAGE DEVELOPER/OWNER <br />TRASH AND WASTE STORAGE AREAS <br />TO REDUCE POLLUTION INTRODUCTIONDEVELOPER/OWNER <br />EFFICIENT IRRIGATION SYSTEMS & <br />LANDSCAPE SOURCE CONTROL DEVELOPER/OWNER <br />MODULAR WETLAND SYSTEM (MWS)DEVELOPER/OWNER <br />S-1 <br />S-3 <br />S-4 <br />BIO-7 <br />DMA SUMMARY: <br />DMA #AREA (ACRE)AREA (SQ.FT.)PERVIOUS AREA <br />(SQ.FT.) <br />IMPERVIOUS <br />AREA (SQ.FT.) <br />INTENSITY <br />(IN/HR) <br />DESIGNFLOWRATE <br />(CFS) <br />PROVIDEDFLOWRATE <br />(CFS) <br />BMP TYPE <br />A-1 0.06 2646 657 1989 <br />0.21 0.17 0.17 <br />DCV INCLUDED <br />IN BMP SIZE <br />A-2 0.006 243 164 79 SELF TREATING <br />A-3 0.02 766 556 210 SELF TREATING <br />A-4 0.01 444 348 96 SELF TREATING <br />A-5 0.03 1376 477 899 DCV INCLUDED <br />IN BMP SIZE <br />A-6 0.95 41572 7077 34495 DCV INCLUDED <br />IN BMP SIZE <br />A-7 0.01 619 0 619 DCV INCLUDED <br />IN BMP SIZE <br />A-8 0.01 572 0 572 DCV INCLUDED <br />IN BMP SIZE <br />A-9 0.003 110 0 110 DCV INCLUDED <br />IN BMP SIZE <br />A-10 0.03 1137 1137 0 SELF TREATING <br />TOTAL 1.14 49485 10416 39069 - <br />PROPERTY LINE (⅊) AND/OR RIGHT-OF-WAY (R/W) <br />CENTER LINE <br />EXISTING EASEMENT <br />PROPOSED FLOWLINE <br />EXISTING CONTOUR <br />PROPOSED CONTOUR <br />DRAINAGE MANAGEMENT AREA BOUNDARY (49,485 SF) <br />LARGER AREA THAT FLOWS TO BMP (80,085 SF) <br />PIPE FLOW DIRECTION <br />SURFACE DIRECTION OF FLOW <br />AREA ID <br />AREA (AC) <br />AREA ID OF AREA TRIBUTARY TO BMP <br />AREA (AC) <br />LANDSCAPE AREA <br />EXISTING EASEMENT KEYNOTE <br />(REFER TO EASEMENT DESCRIPTIONS ON THIS SHEET) <br />(35) <br />35 <br />X <br />INFILTRATION FEASIBILITY CONSTRAINTS: <br />·INFILTRATION RATES LESS THAN 0.3 IN/HR <br />·SITE IS IN LIQUEFACTION HAZARD ZONE <br />·SITE HAS A HISTORICALLY HIGH GROUNDWATER TABLE <br />XX <br />X.XX AC <br />DP #2025-012 <br />TITLE EXCEPTIONS: <br />INDICATES SHOWN HEREON. NUMBERED ACCORDING TO THE TITLE COMMITMENT PROVIDED BY COMMONWEALTH LAND TITLE INSURANCE COMPANY, <br />COMMITMENT NO. 09187723-918-KH2-DNO, DATED NOVEMBER 12, 2024. <br /> 5 EASEMENT(S) FOR PUBLIC UTILITIES, SANITARY SEWER, AND PRIVATE VEHICULAR ACCESS WAY AS DELINATED OR AS OFFERED FOR DEDICATION ON <br />THE MAP OF SAID TRACT/PLAT. <br /> 6 EASEMENT(S) FOR PUBLIC UTILITY IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY RECORDED APRIL 18, 1985 AS RECORDING NO. <br />85-137903. <br /> 7 EASEMENT(S) FOR INGRESS AND EGRESS IN FAVOR OF HARBOR ASSOCIATES RECORDED JUNE 12, 1985 AS RECORDING NO. 85-213150. <br /> 9 EASEMENT FOR FIRE PROTECTION SYSTEM, STORM DRAIN PURPOSES, TELEPHONE PURPOSES AND VEHICULAR ACCESS WAY PURPOSES. <br /> 10 EASEMENT(S) FOR COMMUNICATION SYSTEMS IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY RECORDED AUGUST 7, 1985 AS RECORDINGNO. 85-293051. <br /> 11 EASEMENT(S) FOR PIPELINE(S) IN FAVOR OF COUNTY OF ORANGE RECORDED JANUARY 10, 1986 AS RECORDING NO. 86-012724. <br />16 <br />*ONLY 1.14 AC (49,485 SF) OF DMA-1 IS BEING TREATED SINCE THIS IS THE PROJECT'S EQUIVALENT AREA. DMA-1HIGH FLOWS WILL BYPASS PROPOSED BMP. <br />* <br />Behrooz Sarlak 4/9/2026