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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 />2 <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 />7 <br />& <br />8 <br /> <br />- <br /> <br />S <br />T <br />O <br />R <br />M <br /> <br />D <br />R <br />A <br />I <br />N <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 />STORM DRAIN DETAILS <br />10 <br />N.T.S. <br />CURB DRAIN FOR 8" ROOF DRAIN <br />A <br />A <br />SECTION A-A <br />ROOF DRAIN PER <br />PLUMBING PLANS <br />REINFORCEMENT PERGEOTECHNICALRECOMMENDATIONS <br />PROPOSED CURB <br />CONTROL JOINT <br />#3 @ 18" O.C2" CLEAR <br />CORE DRILLTHROUGH CURB FACE <br />36" MIN <br />4" DIAMETER PIPE <br />(MINIMUM SLOPE=0.005) <br />5' <br />SEE PLUMBING PLANS <br />BUILDING <br />A <br />A <br />SECTION A-A <br />ROOF DRAIN PER <br />PLUMBING PLANS <br />REINFORCEMENT PERGEOTECHNICALRECOMMENDATIONS <br />CONTROL JOINT <br />#3 @ 18" O.C2" CLEAR <br />36" MIN <br />3"X17" RECTANGULAR PIPE <br />(MINIMUM SLOPE=0.005) <br />5' <br />SEE PLUMBING PLANS <br />BUILDING <br />TRANSITION FROM ROOF <br />DRAIN TO 3"X17"RECTANGULAR PIPE <br />INV=1" ABOVE <br />FS OR FL <br />CONNECT TO 3"X17" CURB-O-LET PERMANUFACTURER RECOMMENDATIONS <br />CURB-O-LET TCD312-NS <br />37 N.T.S. <br />CURB DRAIN FOR 4" ROOF DRAIN38N.T.S. <br />CURB DRAIN FOR 6" ROOF DRAIN <br />A <br />A <br />SECTION A-A <br />ROOF DRAIN PER <br />PLUMBING PLANS <br />REINFORCEMENT PERGEOTECHNICALRECOMMENDATIONS <br />CONTROL JOINT <br />#3 @ 18" O.C2" CLEAR <br />36" MIN <br />3"X8" RECTANGULAR PIPE <br />(MINIMUM SLOPE=0.005) <br />5' <br />SEE PLUMBING PLANS <br />BUILDING <br />TRANSITION FROM ROOF <br />DRAIN TO 3"X8"RECTANGULAR PIPE <br />INV=1" ABOVEFS OR FL <br />CONNECT TO 3"X8" CURB-O-LET PERMANUFACTURER RECOMMENDATIONS <br />CURB-O-LET TCD312-NS <br />36 <br />NOTE: SEE PLAN FOR ROOF DRAIN SIZENOTE: SEE PLAN FOR ROOF DRAIN SIZE <br />NOTE:ALL PIPESSHOULD BEBEDDED IN ASAND, GRAVELOR CRUSHEDAGGREGATEIMPORTEDMATERIALCOMPLYINGWITH THEREQUIREMENTSOF THESTANDARDSPECIFICATIONSFOR PUBLICWORKSCONSTRUCTIONSECTION306-1.2.1 <br />INV=1" ABOVEFS OR FL <br />NOTE: SEE PLAN FOR ROOF DRAIN SIZE <br />A <br />A <br />REINFORCEMENT PER <br />GEOTECHNICAL <br />RECOMMENDATIONSPROPOSED <br />SIDEWALK <br />3" X 17" RECTANGULAR CHANNELPER DETAIL 34 ON SHEET 11 <br />N.T.S. <br />3" X 17" RECTANGLE CHANNEL UNDER SIDEWALK43 <br />GUTTER FLOW <br />SECTION A-A <br />CONTROL JOINT <br />#3 @ 18" O.C2" CLEAR <br />36" MIN <br />3" X 17" RECTANGULAR CHANNEL <br />GUTTERFLOW <br />Behrooz Sarlak 4/9/2026