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~ PROPOSED ELEVATIONS <br />~ EXISTING ELEVATIONS <br />PROPERTY LINE <br />-E-ELECTRICAL LINE <br />-x-CHAIN LINK FENCE <br />-RW-RECLAIMED WATER <br />-s-SEWER LINE <br />-T-TELEPHONE LINE <br />-w-WATER LINE <br />BLOCK WALL <br />&. ~ EDGE OF PAVEMENT <br />/ / / EXISTING BUILDING <br />AC ASPHAL TIC CONCRETE .. DRAINAGE DIRECTION <br />P<·>,'I A.C. <br />c::;::J CONCRETE <br />C8J WATER METER <br />KEYNOTES <br />(PROTECT IN PLACE) <br />ITEM DESCRIPTION <br />0 PROTECT IN PLACE EXISTING CURB AND GUTTER <br />0 PROTECT IN PLACE EXISTING POWER POLE <br />0 PROTECT IN PLACE EXISTING DRIVEWAY APPROACH <br />0 PROTECT IN PLACE EXISTING LANDSCAPE AREA & TREE <br />0 PROTECT IN PLACE EXISTING BLOCKWALIJFENCE <br />0 PROTECT IN PLACE EXISTING CONCRETE DRIVEWAY <br />0 PROTECT IN PLACE EXISTING CONCRETE WALKWAY <br />LEGEND <br />BSW BACK OF SIDEWALK INV INVERT <br />CL CENTERLINE IRRBOX IRRIGATION BOX <br />co CLEAN OUT LF LINEAR FEET <br />CONG CONCRETE LS LUMP SUM <br />CP SURVEY CONTROL POINT LT LIGHT <br />DCK TOP OF DECK OG ORIGINAL GROUND <br />DWNSPT DOWN SPOUT POC POINT OF CONNECTION <br />EG EXISTING GRADE PS PIPE SLOPE <br />EP EDGE OF PAVEMENT SF SQUARE FEET <br />FF FINISHED FLOOR SGN SIGN <br />FG FINISHED GRADE TC TOP OF CURB <br />FH FIRE HYDRANT TCW TOP CONG. WALL <br />FL FLOW LINE TG TOP GRATE <br />FTG TOP OF FOOTING TP TOP OF PIPE <br />FS FINISHED SURF ACE TR TOP OF RAIL <br />GB GRADE BREAK TOR TOP OF RAMP <br />GM GAS METER WV WATER VALVE <br />HP HIGH POINT ~ LANDSCAPED AREA <br />i SURF ACE FLOW DIRECTION <br />. <br />-tOt FIRE HYRANT ~ PORCH <br />e l2ZJ NEW AC <br />EXISTING TREE <br />CONSTRUCTION NOTES -EST/MA TED QUANTITIES <br />* <br />* <br />* <br />ITEM DESCRIPTION ON-SITE OFF-SITE <br />CD CONSTRUCT DRAIN BOX INLET PER DETAIL HEREON 3EACH <br />0 INSTALL CURB DRAIN WITH 3-112" SCH 60 PVC PIPE !EACH PER CJTYOF SANTAANA STD. 319 (n=l) <br />0 INSTALL CLEAN-OUT PER CITY STD. 1204 2EACH <br />0 INSTALL DOWNSPOUT PER DE'I'AJL HEREON 3EACH <br />CD NEW LANDSCAPE AREA 1,200SF <br />0 ETCH A "W" ON THE CURB FACE TO DENOTE THE WATER METER 2EACH <br />(!) ETCH A "S" ON THE CURB FACE TO DENOTE THE EXISTING !EACH SEWER LATERAL <br />® REMOVE EXISTING CONCRETE AREA 800SF <br />0 CONSTRUCT NEW 4" CONCRETE WALKWAY 650SF <br />@ REMOVE & REPLACE CONCRETE AREA 290SF <br />® REMOVE EXISTING SHED 4EACH <br />@ INSTALL 3" PVC DRAINAGE PILE 90LF <br />@ CONSTRUCT NEW V-GUTTER PER DETAIL HEREON£ 19LF <br />* THE FOUOWING ITEMS REQUIRE A SEPERATE PUBUC WORKS ENCROACHMEm PERMIT: 0 0 0 <br />P!L P!L <br />10' & Var <br />0 <br />"' <br />P/L <br />12' & Var <br />0 <br />3' <br />0 <br />6"MIN <br />3' <br />0 <br />FL <br />PERPLAN <br />"MIN <br />GRADING LTMIT <br />20.5' <br />(N) UNIT#2 <br />F.F.=97.09 <br />PAD=96.42 <br />UPACTED SUBGRADE <br />SECTION A-A <br />N.T.S. <br />3' 12.5' <br />0 0 <br />"~ 611 MIN "'"' ~ <br />GRADING UMIT <br />40.8' 4' <br />(N) UNJT#2 0 <br />FL <br />ERP <br />F.F.=97.09 6" MIN <br />l% 2% +-l=~=========='"PA;;;D;,,,=,,;9;;6.4;;;2;.,.,.,===="====.½ES<I -+ l% 2% ¥1!!._ !1!l!-:~:i_:'._~~•:9f1/t .. ~·~-?:~:,,~j~;:v~<~;::,y,~\\;:s:t\!'.~,~:\:Y#=:?:~\~¥,~>~~-~-'.~~0?,;-~,_~~:~~,1·.,:·;,;?:,~~(:··· "· -: , ··---:: '_~_·;_ •• _>l-:-· .... ., ,_ Yf&_ .NI!!- <br />• :: t\f 0:.~«(«(«(«(«(«(~~ AC % % ~«(«(~ J;:_)'. :;::>,',;"-»"-»'\:/.»: >'>-Y>-»"-»~ >'>-Y>-Y>->; <br />'A..V..~ CTED SUBGRAD <br />SECTIONB-B <br />NT.S. <br />Underground Service Alert <br />~ <br />«,oRc reu BENCH MARK REVISIONS DEVELOPER/OWNER <br />sc~" <br />1 w Call: TOLL FREE i u (~ "' 1-800-422-4133 -- <br />TWO WORKING DAYS BEFORE YOU DIG <br />REV. DATE BY DESCRIPTION APP'V"D <br />JC-116-69: 95.809 (NAVD88 2005) <br />MONUMENT TS LOCATED IN THE NORTHWESTERLY CORNER 0Ff---+----+--+----------+----, <br />THE INTERSECTION OF WESTMINSTER BOULEVARD AND <br />FAJRv.TEW ROAD, 112 FT. NORTHERLY OF THE CENT.ERLTNE OF <br />WESTMINSTER BOULEVARD AND 45 FT. WESTERLY OF THE <br />CENT.ERLTNE OF FA/Rv.TEW ROAD. MONUMENT JS SET LEVEL <br />WITH THE SIDEWALK. <br />DUNGPHAM <br />2726 STRAWBERY LN <br />SANTA ANA, CA 92706 <br />714-856-2121 <br />T.G. ELEV. <br />(SEEPLAN) <br />REDUCE <br />PIPERIS <br />10 <br />! <br />GRAPHIC SCALE <br />5 0 10 <br />·~~1 ! <br />SCAI.E: IN f'E:E:1 <br />I inc/I = 10 II. <br />SPEED-D-TUFF GRATE <br />N.D.S. No. 1212 (GREEN) <br />1-.---1¥---1; ORAPPROVEDEQUAL <br />F.G. <br />GRATE HOUSING <br />ADDAPTER N.D.S. No. 1212 <br />OR APPROVED EQUAL <br />3"PVC <br />•~:··-------- <br />NOTE: FOR BINDING <br />A.B.S. TOP. V.C. <br />CONTRACTOR TO USE WEW­ <br />ON 194SOLVENTOREQUAL <br />~--Y_J.-~ <br />TNV. ELEV. <br />(SEEPLAN) <br />DETAIL(}) <br />NT.S. <br />GUT.TER DRAIN <br />DOWNSPOUT DETAIL 0 <br />N.T.S. <br />FLPERPLAN <br />-------t~ 12" 7 <br />4" so/o _..::,;.--: <br />V-GUTTER DETAIL 0) <br />N.T.S. <br />SOILS ENGINEER <br />TMC ENGINEERS INC. <br />TIENCHU,PE <br />RCA 72324, EXP. 6-30-2026 <br />9542 PACIFIC Av.E, ANAHEIM, CA 92804 <br />TEL. (714) 829-5053 <br />I <br />DRAINAGE PLAN <br />STANDARD SEWER NOTES: <br />1. CONSTRUCTION AND INSTALLATION OF AU SEWER MAINS AND APPURTENANCES SHALL <br />BE IN ACCORDANCE WITH THE CJTY OF SANTA ANA STANDARD PLANS AND <br />SPECIFICATIONS. WHERE THE STANDARD PLANS ARE SILENT. CONSTRUCTION AND <br />INSTALLATION OF SEWER MAINS AND APPURTENANCES SHALL CONFORM TO THE <br />STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION, 2012 EDITION. <br />2. CONSTRUCTION OF SEWER MAINS AND APPURTENANCES SHALL ONLY BE PERFORMED BY <br />QUAUFIED comRACTORS WITH A VALTD CALIFORNIA CONTRACTOR A OR C34UCENSE. <br />3. ALL NEWLY CONSTRUCTED SEWER MAINS AND APPURTENANCES SHALL BE TESTED IN <br />ACCORDANCE WJTH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS <br />CONSTRUCTION. ALL NEWLY CONSTRUCTED SEWER MAINS, LATERALS AND MANHOLES <br />MUST BE INSPECTED VIA CLOSED CIRCUIT TELEVISION CAMERA BY A NATIONAL <br />ASSOCIATION OF SEWER SERVICES COMPANIES (NASSCO) CERTIFIED TECHNICIAN AND <br />VIDEO SUBMIT.TED IN A DTGJTAL FORMAT TO THE WATER RESOURCES DIVTSION FOR <br />REVIEW AND FTNALACCEPTANCE OF WORK. <br />4. ALL SEWER MAINS SHALL BE VITRIFIED CLAY PIPE (VCP) OR PVC SDR-26 PIPE. ALL OTHER <br />PIPE MATERIALS REQUIRE SPECIAL REVIEW AND APPROVAL FROM THE WATER <br />RESOURCES DIVISION. <br />5. TRENCH PLATES SHALL BE FLUSH WITH PAVEMENT AND SHALL BE NON-SKTD. <br />6. comRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTIUTIES AND POINTS OF <br />CONNECTION PRIOR TO TRENCHING. <br />7. WHEN PUBLIC SEWER FACTLTTIESARE LOCATED ON PRIVATE PROPERTY, EASEMEm <br />DOCUMENTS ARE TO BE SUBMIT.TED TO CITY FOR APPROVAL PRIOR TO A PERMIT BEING <br />ISSUED. <br />8. FINAL ACCEPTANCE WILL NOT OCCUR umIL ORIGINAL RECORD DRAWINGS ON MYLAR <br />AND DIGJTAL FORMAT ARE DELiv.ERED TO AND ACCEPTED BY THE CITY S INSPECTOR. <br />SHOW ALL FIELD CHANGES ON RECORD DRAWINGS. <br />9. ALL SEWER REPAIRS SHALL BE ACCOMPLISHED USING STAINLESS STEEL DOUBLE BANDED <br />COUPLINGS. <br />APPROVED BY: nss, <br />BUILDING DEPT. LY PHAN '\ Pff <br />APPROVED BY: P.E. <br />RCE63381 No. C63381 <br />PLANNING DEPT. EXP. 9-30-2026 <br />APPROVED BY: 10082 EMERSON AVE <br />GARDEN GROVE, CA 928 IV\\. <br />PUBLIC WORKS DIRECTOR <br />R.C.E. NO.: EXP. DATE: <br />TEL. (714) 548-1233 <br />EMAILLYJ0@GMAIL.COM <br />DRAWN BY: <br />SEWER AND WATER CONSTRUCTION NOTES: <br />®-PROTECT IN PLACE EXISTING 4" SEWER LATERAL. <br />@-PROTECT IN PLACE EXISTING 5/8" WATER METER <br />CONSTRUCT 1" WATER SERVICE WITH 3/4" METER PER STANDARD PLAN NO. 1401 FOR <br />DOMESTIC USE. WATER METER TO BE INSTALLED BY CITY FORCES AFTER SUBMISSION <br />OF A WATER METER APPUCATION AND PAYMENT OF FEES. comACT THE WATER <br />RESOURCES DIVTSION AT 714-647-3320 FOR ASSISTANCE. PAVEMEm RESTORATION PER <br />STANDARD PLAN NO. 1150. SIDEWALK RESTORATION PER CITY STD PLAN NO. /104 <br />PRESSURE REDUCING VALVE NOTES: <br />INDIVIDUAL PRESSURE REGULATORS ARE REQUIRED BY THE UNIFORM PLUMBING CODE IF THE <br />AVERAGE STATIC PRESSURE IN THE PUBLIC WATER MAIN IS 80 PSI OR MORE. WHERE REQUIRED, THE <br />WATER SERVICE SHALL BE PROVIDED WITH APPROVED PRESSURE REGULATORS SET ATB0 PSI AND <br />SHALL BE INSTAUED PER CITY OF SANTA ANA'S STANDARD PLANS OR APPROPRIATE GOVERNING <br />AGENCY'S STANDARDS. PRESSURE REGULATORS SHALL BE INSTALLED ON PRIVATE PROPERTY AND <br />SHALL BE MAimAINED BY THE PROPERTY OWNER. <br />(COmACTWATER QUALTTY INSPECTORAT(714) 647-3341 FOR PRESSURE REDUCING VALVES <br />QUESTIONS/CONCERNS) <br />KN 08/2024 <br />DESIGNED BY: LP OB/2024 DRAINAGE PLANS & DETAILS CHECKED BY: BT 08/2024 <br />PREPARED UNDER THE SUPERV1SION OF: <br />DUNG PHAM ~ 2726 STRAWBERY LN, UNIT 2 <br />SANTA ANA, CA 92706 R.C.E. NO.: 63381 EXP. DATE, 9/30/2026 <br />5 <br />SHEET <br />2 <br />OF <br />2 <br />Behrooz Sarlak 3/7/2025