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FRONT YARD <br />LANDSCAPING <br />(E) GARAGE <br />(E) 1-STORY <br />RESIDENCE <br />(F.F. = 78.42) <br />NON-SPRINKLERED <br />BUILDING <br />(E) DRIVEWAY AND <br />IMPERVIOUS YARD <br />W HAZARD AVE <br />PL N 89°23'45" E, 70.19' <br />℄ N 89°23'45" E <br />(E) GAS <br />METER <br />(E) 3/4" <br />WATER <br />METER <br />PL <br /> <br />N <br /> <br />0 <br />0 <br />° <br />3 <br />6 <br />' <br />1 <br />5 <br />" <br /> <br />W <br />, <br /> <br />1 <br />1 <br />8 <br />. <br />0 <br />0 <br />' <br />PL N 89°23'45" E, 70.00' <br />PL <br /> <br />N <br /> <br />0 <br />0 <br />° <br />3 <br />6 <br />' <br />1 <br />5 <br />" <br /> <br />W <br />, <br /> <br />1 <br />1 <br />8 <br />. <br />0 <br />0 <br />' <br /> <br />WI <br />L <br />L <br />A <br />R <br />D <br />S <br />O <br />N <br /> <br />W <br />A <br />Y <br />(E) PLANTER TO <br />BE REMOVED <br />(E <br />) <br /> <br />P <br />L <br />A <br />N <br />T <br />E <br />R <br /> <br />T <br />O <br />BE <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />(E) GARAGE <br />W HAZARD AVE <br />PL N 89°23'45" E, 70.19' <br />℄N 89°23'45" E <br />PL <br /> <br />N <br /> <br />0 <br />0 <br />° <br />3 <br />6 <br />' <br />1 <br />5 <br />" <br /> <br />W <br />, <br /> <br />1 <br />1 <br />8 <br />. <br />0 <br />0 <br />' <br />PL N 89°23'45" E, 70.00' <br />PL <br /> <br />N <br /> <br />0 <br />0 <br />° <br />3 <br />6 <br />' <br />1 <br />5 <br />" <br /> <br />W <br />, <br /> <br />1 <br />1 <br />8 <br />. <br />0 <br />0 <br />' <br />WI <br />L <br />L <br />A <br />R <br />D <br />S <br />O <br />N <br /> <br />W <br />A <br />Y <br />(N) ADU <br />F.F. = 79.00 <br />PAD = 78.25 <br />B <br />N <br />0 <br />0 <br />° <br />3 <br />1 <br />' <br />4 <br />5 <br />" <br /> <br />W <br />WE <br />S <br />T <br /> <br />S <br />T <br />6 <br />HAG <br />78.48 FS <br />B <br />A A <br />2 <br />W1 <br />2% <br /> <br />M <br />I <br />N <br /> <br />26 <br />CONNECT TO (E) <br />SEWER W/ CLEAN <br />OUT PER CITY STD. <br />PLAN 1204 <br />5'-0" <br />19'-0" <br />7'-0" <br />4'-0" <br />18 <br />17 <br />i=0.25% FL <br />21 <br />9 <br />22 <br />S1 <br />15 <br />4 <br />78.35 FS <br />i= <br />1 <br />% <br /> <br />F <br />L <br />5 <br />8 <br />20 <br />19 <br />22'-5" <br />3 <br />33 <br />14 1 1 <br />W2 <br />11 <br />14 <br />(E) <br />77.95 FL <br />(78.19 FS) <br />78.15 FS <br />(77.98 FS) <br />77.90 FS <br />(77.92 FS) <br />(78.46 FS) <br />78.30 FS <br />77.81 FL <br />13 <br />13 <br />13 <br />24 <br />77.88 FL <br />(E <br />) <br />12 <br />12 <br />(E <br />) <br />(E <br />) <br /> <br />(E <br />) <br />23 <br />5 <br />5 <br />5 <br />2% MIN <br />2% MIN <br />i=1% FL 2% MIN <br />2% MIN <br />2% <br /> <br />M <br />I <br />N <br />2% <br /> <br />M <br />I <br />N <br />78.65 FS 78.30 FS <br />(78.15 FS) <br />(E <br />) <br />(E <br />) <br />23 <br />26 <br />(E <br />) <br /> <br />M <br />E <br />T <br />A <br />L <br />GA <br />T <br />E <br />(E) METAL <br />GATE <br />78 <br />. <br />1 <br />1 <br /> <br />F <br />L <br />78.06 FL78.23 FL <br />HP <br />78.40 FL <br />78.15 FS <br />78.19 FS <br />78.15 FS <br />78.13 FS <br />78.00 FS <br />19 <br />16 <br />17 <br />10 <br />LAG <br />77.92 FS <br />(E) PATIO <br />(E) 1-STORY <br />RESIDENCE <br />(F.F. = 78.42) <br />NON-SPRINKLERED <br />BUILDING <br />(E) PATIO <br />5 <br />18 18 <br />(78.33 FS) <br />78.12 FS <br />(E <br />) <br />(E <br />) <br />78.29 FS <br />(78.29 FS) <br />18 <br />(E) <br />(E) PATIO <br />S2 <br />77.70 FS <br />(78.07 FS) <br />77.70 FS <br />(78.09 FS) <br />77.75 FS <br />(78.21 FS) <br />77.85 FS <br />(78.32 FS) <br />77 <br />. <br />8 <br />4 <br /> <br />F <br />L <br /> <br />78 <br />. <br />0 <br />0 <br /> <br />F <br />L <br />77 <br />. <br />9 <br />2 <br /> <br />F <br />L <br /> <br />i= <br />1 <br />% <br /> <br />F <br />L <br />77.85 FS <br />77.80 FS <br />77.91 FS <br />77.75 FS <br />77 <br />. <br />7 <br />2 <br /> <br />F <br />L <br /> <br />77 <br />. <br />6 <br />5 <br /> <br />F <br />L <br /> <br />77 <br />. <br />6 <br />0 <br /> <br />F <br />L <br /> <br />2% <br /> <br />M <br />I <br />N <br />2% <br /> <br />M <br />I <br />N <br />77.97 FS <br />i= <br />0 <br />. <br />2 <br />5 <br />% <br /> <br />F <br />L <br /> <br />2% <br /> <br />M <br />I <br />N <br /> <br />2% <br /> <br />M <br />I <br />N <br /> <br />2% <br /> <br />M <br />I <br />N <br /> <br />2% <br /> <br />M <br />I <br />N <br /> <br />77 <br />. <br />7 <br />6 <br /> <br />F <br />L <br /> <br />76.55 INV <br />(76.97 TC) <br />77.19 TG <br />76.69 INV7 <br />3'-0" <br />GRADING PLAN <br />4" PCC <br />90% COMPACTED <br />SUBGRADE <br />WALKWAY SECTION <br />N.T.S. <br />5 <br />DETAILS <br />EXISTING SITE PLAN <br />GRADING PLAN <br />(E) SITE PLAN <br />DOWNSPOUT DETAIL <br />N.T.S. <br />23 <br />REV. # DATE BY DESCRIPTION <br />SHEET <br />2 <br />OF <br />3 <br />SEWER AND WATER CONSTRUCTION NOTES <br />PROTECT IN PLACE EXISTING 4" SEWER LATERAL <br />CONSTRUCT SEWER LATERAL CLEANOUT PER STANDARD PLAN NO. 1204. <br />PROTECT IN PLACE EXISTING WATER METER <br />CONSTRUCT NEW 1" WATER SERVICE WITH 3/4" METER PER CITY STANDARD 1401 FOR DOMESTIC USE. WATER <br />METER TO BE INSTALLED BY CITY FORCES AFTER SUBMISSION OF A WATER METER APPLICATION AND <br />PAYMENT OF FEES. CONTACT THE WATER RESOURCES DIVISION @ (714) 647 3320 FOR ASSISTANCE. <br />PAVEMENT RESTORATION PER STANDARD PLAN NO. 1150. SIDEWALK RESTORATION PER STANDARD PLAN NO. <br />1104. <br />PRESSURE REDUCING VALVE NOTES <br />INDIVIDUAL PRESSURE REGULATORS ARE REQUIRED BY THE UNIFORM PLUMBING CODE IF THE AVERAGE STATIC <br />PRESSURE IN THE PUBLIC WATER MAIN IS 80 PSI OR MORE. WHERE REQUIRED, THE WATER SERVICE SHALL BE <br />PROVIDED WITH APPROVED PRESSURE REGULATORS SET AT 80 PSI AND SHALL BE INSTALLED PER CITY OF SANTA <br />ANA'S STANDARD PLANS OR APPROPRIATE GOVERNING AGENCY'S STANDARDS. PRESSURE REGULATORS SHALL BE <br />INSTALL ON PRIVATE PROPERTY AND SHALL BE MAINTAINED BY THE PROPERTY OWNER. <br />CONTACT THE WATER QUALITY INSPECTOR AT (714) 647 3341 FOR PRESSURE REDUCING VALVES <br />QUESTIONS/CONCERNS. <br />S1 <br />W1 <br />W2 <br />BRANDON TRAN, P.E. <br />RCE# 58283 <br />EXP. 6/30/2024 <br />16792 BRIDGEPORT ST <br />FOUNTAIN VALLEY, CA 92708 <br />TEL.: (714) 414 5701 <br />BRANDONHTRAN@YAHOO.COM <br />DRAWN BY: ALBERT LUU <br />CHECKED BY: BRANDON TRAN <br />PREPARED UNDER SUPERVISION OF: <br />BRANDON TRAN <br />RCE NO. 58283, EXP. 6/30/2024 <br />BENCHMARK LEGAL DESCRIPTION <br />AND BASIS OF BEARINGS <br />REVISIONS APPROVAL CIVIL ENGINEERSOILS ENGINEEROWNER/DEVELOPER <br />CUONG NGUYEN <br />TEL.: (714) 204 5308 <br />3925 W HAZARD AVE <br />SANTA ANA, CA 92703 <br />SA-226-70: 74.189 (NAVD88) YEAR LEVELED: 2005 <br />FOUND 3-3/4" OCS ALUMINUM BENCHMARK DISK, SET <br />IN THE NORTHEAST CORNER OF A 3.5' BY 8' <br />CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN <br />THE SOUTHWEST CORNER OF THE INTERSECTION OF <br />NEWHOPE ST. AND HAZARD AVE., 32' SOUTHERLY OF <br />THE CENTERLINE OF HAZARD AVE. AND 4' WESTERLY <br />OF THE WEST SOUTHWEST CURB RETURN. <br />MONUMENT IS SET LEVEL WITH THE SIDEWALK. <br />APN: 198-021-33 <br />LOT 22, TRACT #1830 <br />THE CENTERLINE OF S FLINTRIDGE DR <br />BEING N 89°23'45" E WAS USED AS THE <br />BASIS OF BEARINGS OF THIS PARCEL. <br />TMC ENGINEERS INC. <br />TIEN CHU <br />CE 72324, EXP. 6/30/2024 <br />9542 PACIFIC AVE <br />ANAHEIM, CA 92804 <br />TEL.: (714) 829 5053 <br />TIENCHU.PE@GMAIL.COM <br />FOR PUBLIC SEWER AND WATER <br />FACILITIES ONLY <br />APPROVED BY: <br />CESAR E. BARRERA, P.E.DATE <br />DEPUTY PUBLIC WORKS DIRECTOR/ <br />WATER RESOURCES MANAGER <br />S2 <br />Behrooz Sarlak 5/5/2025