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LEGEND <br />XXXXX <br />PROPOSED ELEVATIONS <br />BSW <br />BACK OF SIDEWALK <br />INV <br />INVERT <br />CENTERLINECL <br />IRRBOX <br />IRRIGATION BOX <br />XXXxxi <br />EXISTING ELEVATIONS <br />CO <br />CLEANOUT <br />LF <br />LINEAR FEET <br />CONC <br />CONCRETE <br />LS <br />LUMP SUM <br />PROPERTY LINE <br />CID <br />SURVEY CONTROL POINT <br />LT <br />LIGHT <br />— E — <br />ELECTRICAL LINE <br />DCK <br />TOP OF DECK <br />OG <br />ORIGINAL GROUND <br />— X — <br />CHAIN LINK FENCE <br />DWNSP'T <br />DOWN SPOUT <br />POC <br />POINT OF CONNECTION <br />—RW— <br />RECLAIMED WATER <br />EG <br />EXISTING GRADE <br />PS <br />PIPE SLOPE <br />— S— <br />SEWER LINE <br />EP <br />EDGE OF PAVEMENT <br />SF <br />SQUARE FEET <br />— T — <br />TELEPHONE LINE <br />FF <br />FINISHED FLOOR <br />SGN <br />SIGN <br />— W— <br />WATER LINE <br />FG <br />FINISHED GRADE <br />TC <br />TOP OF CURB <br />FH <br />FIRE HYDRANT <br />TCW <br />TOP CONC. WALL <br />BLOCK WALL <br />FL <br />FLOW LINE <br />TG <br />TOP GRATE <br />EDGE OF PAVEMENT <br />FTG <br />TOP OF FOOTING <br />TP <br />TOP OF PIPE <br />EXISTING BUILDING <br />FS <br />FINISHED SURFACE <br />TR <br />TOP OF RAIL <br />AC <br />ASPHALTIC CONCRETE <br />GB <br />GRADE BREAK <br />TOR <br />TOP OF RAMP <br />GM <br />GAS METER <br />WV <br />WATER VALVE <br />DRAINAGE DIRECTION <br />HP <br />HIGH POINT <br />0 <br />LANDSCAPED AREA <br />A.C. <br />i <br />SURFACE FLOW DIRECTION <br />0 <br />CONCRETE <br />+0+ <br />FIRE HYRANT <br />® <br />PORCH <br />WATER METER <br />111�� <br />WI <br />EXISTING TREE <br />� <br />NEW AC <br />KEYNOTES <br />(PROTECT IN PLACE) <br />ITEM <br />DESCRIPTION <br />PROTECT IN PLACE EXISTING CURB AND G UTTER <br />❑2 <br />PROTECT IN PLACE EXISTING SIDEWALK <br />❑3 <br />PROTECT IN PLACE EXISTING DRIVEWAYAPPROACH <br />PROTECT IN PLACE EXISTING PLANTER <br />PROTECT IN PLACE EXISTING BL0CKWALL/FENCE <br />❑6 <br />PROTECT IN PLACE EXISTING CONCRETE DRIVEWAY <br />❑7 <br />PROTECT IN PLACE EXISTING CONCRETE WALKWAY <br />❑8 <br />PROTECT IN PLACE EXISTING BRICK PAVER <br />PIL <br />5 <br />} <br />t <br />1 <br />Underground Service Alert <br />Call: TOLL FREE <br />1-800-422-4133 <br />TWO WORKING DAYS BEFORE YOU DIG <br />C <br />16.8 <br />CONSTRUCTION NOTES - ESTIMATED OUANTITIES <br />ITEM <br />DESCRIPTION <br />ON -SITE <br />OFF -SITE <br />OCONSTRUCT <br />DRAIN BOX INLET PER DETAIL HEREON <br />1 EACH <br />2 <br />INSTALL CURB DRAIN WITH 3-112"SCH 60 PVC PIPE <br />I EACH <br />PER CITY OF SANTA ANA STD. 319 (n=1) <br />O3 <br />INSTALL CLEAN-OUTPER CITYSTD. 1204 <br />1 EACH <br />OINSTALL <br />DOWNSPOUT PER DETAIL HEREON <br />2 EACH <br />OETCHA <br />"S" ON THE CURB FACE TO DENOTE THE EXISTING <br />1 EACH <br />SEWER LATERAL <br />OETCHA <br />"W" ON THE CURB FACE TO DENOTE THE WATER METER <br />2 EACH <br />OCONSTRUCT <br />NEW 4" CONCRETE WALKWAY <br />500 SF <br />O <br />REMOVE EXISTING CONCRETE AREA <br />500 SF <br />O9 <br />REMOVE & REPLACE CONCRETE AREA FOR UTILITIES INSTALLATION <br />200 SF <br />10 <br />REMOVE EXISTING PLANTER <br />I EACH <br />Il <br />NEW LANDSCAPE AREA <br />300 SF <br />* THE FOLLOWING ITEMS REQUIRE A SEPERATE PUBLIC WORKS ENCROACHMENT PERMIT. O O O <br />I <br />GRADING PLAN <br />PIL <br />GRADING LIMIT (E) HOUSE <br />I SPEED-D-TUFF GRATE <br />T°G. ELEV° N.D.S. No. 1212 (GREEN) <br />6.3 N AD (SEE PLAN)"OR APPROVED EQUAL <br />25.7 �A?IN F.G. <br />11 <br />GRATE HOUSING <br />REDUCE ADDAPTER N.D.S. No. 1212 <br />5 _ I OR APPROVED EQUAL <br />FL PIPE RISE 3"PVC <br />PER PLAN 8 MIN F.F. =84.58 NOTE: FOR BINDING <br />PAD=84.25 F.P°=84.58 :" """"""""" A.B.S. TOP.V°C. <br />MIN2% N1IN 5%--------- CONTRACTOR TO USE WELD- <br />' 4 4" �yII1V ON 194 SOLVENT OR EQUAL <br />INV. ELEV <br />/\\/\\/�\/\\/\\/\ (SEE PLAN) <br />�lf�lL�li�1_L�1L�./L�/L�..L�/L� f,../i\./_i�/L�l.���// ., ,^•..\/%/\/��/ <br />SAND OVER 10 MIL DETAIL 1 <br />VISQUEEN VAPOR OVER <br />2 It SAND <br />N.T.S. <br />SECTIONA A <br />N.T°S. <br />BENCH MARK <br />GRADING LIMIT <br />I" <br />- -- - -" " 611MIN F.F. =84.58 6" <br />PAD=84 25 <br />2jAEN 2 MIN P p 4ri j <br />\/�\\L�\lam\L�\l�L�\/�\�L <br />2 SAND OVER 10 MIL <br />-- /�� VISQUEEN VAPOR OVER <br />. 2" SAND <br />SECTION B-B <br />N.T.S. <br />1 C-114-70: 84.963 (NAVD88 2005) <br />MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE <br />INTERSECTION OF NEWHOPE STREET AND WESTMINSTER <br />A VENUE, 125 FT. WESTERLY OF THE CENTERLINE OF NEWHOPE <br />STREET AND 43.5 FT. SOUTHERLY OF THE CENTERLINE OF <br />WESTMINSTER AVENUE. MONUMENT IS SET LEVEL WITH THE <br />SIDEWALK <br />PIL <br />M <br />n <br />�J <br />5 <br />M <br />REVISIONS DEVELOPER/OWNER SOILS ENGINEER <br />REV. DATE BY DESCRIPTION APP'V'D <br />TILYLYNGUYEN <br />4413 W SUNSWEPT AVE <br />SANTA ANA, CA 92703 <br />714-867-3349 <br />N/A <br />GUTTER DRAIN <br />q <br />< 24' <br />24" <br />DOWNSPOUT DETAIL O <br />N.T.S. <br />APPROVED BY: <br />BUILDING DEPT <br />APPROVED BY: <br />PLANNING DEPT. <br />APPROVED BY: <br />PUBLIC WORKS DIRECTOR <br />R.C.E. NO.: EXP. DATE: <br />GRAPHIC SCALE <br />10 5 0 10 <br />SCALE IN FEE T <br />1 inch = 10 It. <br />STANDARD SEWER NOTES <br />THE FOLLOWING STANDARD SEWER NOTES SHALL BE INCLUDED ONALL STREET <br />IMPROVEMENT PLANS OR SEWER SYSTEM CONSTR UCTIONPLANS <br />. <br />1. CONSTR UCTIONAND INSTALLATION OF ALL SEWER MAINS AND APPURTENANCES SHALL <br />BE IN ACCORDANCE WITH THE CITY OF SANTA ANA STANDARD PLANS AND <br />SPECIFICATIONSWHERE THE STANDARD PLANS ARE SILENT, CONSTR UCTION AND <br />INSTALLATION OF SEWER MAINS AND APPURTENANCES SHALL CONFORM TO THE <br />STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2012 EDITION. <br />2. CONSTR UCTION OF SEWER MAINS AND APPURTENANCES SHALL ONLY BE PERFORMED BY <br />QUALIFIED CONTRACTORS WITH VALID CALIFORNIA CONTRACTOR A OR C34 LICENSE. <br />3. ALL NEWLY CONSTRUCTED SEWER MAINS AND APPURTENANCES SHALL BE TESTED IN <br />ACCORDANCE WITH 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 BYA NATIONAL <br />ASSOCIATION OF SEWER SERVICES COMPANIES (NASSCO) CERTIFIED TECHNICIANAND <br />VIDEO SUBMITTED INA DIGITAL FORMAT TO THE WATER RESOURCES DIVISION FOR <br />REVIEW AND FINAL ACCEPTANCE OF WORK. <br />4. ALL SEWER MAINS SHALL BE VITRIFIED CLAYPIPE (VCP) OR PVC SDR-26 PIPE. ALL OTHER <br />PIPE MATERIALS REQUIRE SPECIAL REVIEWAND APPROVAL FROM THE WATER <br />RESOURCES DIVISION. <br />5. TRENCH PLATES SHALL BE FLUSH WITH INVEMENTAND SHALL BE NON-SKID. <br />6. CONTRACTOR TO VERIFYDEPTHAND LOCATION OFALL UTILITIESAND POINTS OF <br />CONNECTION PRIOR TO TRENCHING. <br />7. WHENPUBLICSEWER FACILITIESARELOCATED ONPRIVATEPROPERTY , EASEMENT <br />DOCUMENTS ARE TO BE SUBMITTED TO CITY FOR APPROVAL PRIOR TO A PERMIT BEING <br />ISSUED. <br />8. FINAL ACCEPTANCE WILL NOT OCCUR UNTIL ORIGINAL RECORD DRAWINGS ON MYLAR <br />AND DIGITAL FORMAT ARE DELIVERED 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 />Q�OF ESS /0 <br />LYPHAN <br />P.E. <br />RCE 63381 No. C63381 m <br />EXP. 9-30-2026 <br />10082 EMERSON AVE <br />GARDEN GROVE, CA 92843 sT9T C/V� <br />TEL. (714) 548-1233 F of CA��F° <br />EMAILLY10@GMAIL. COM <br />Planning and Building Age <br />Af� Approved <br />R PERMIT ISSUANC <br />!;Master ID: <br />i <br />Date: <br />i <br />SI <br />w <br />00 <br />W� <br />SEWER AND WATER CONSTRUCTION NOTES: <br />Sl PROTECT IN PLACE EXISTING 4" SEWER LATERAL. <br />Wl PROTECT IN PLACE EXISTING 518" WATER METER <br />W2 CONSTRUCT I " WATER SERVICE WITH 1 "METER PER STANDARD PLAN No. 1401 <br />FOR DOMESTIC USE. WATER METER TO BE INSTALLED BY CITY FORCES AFTER <br />SUBMISSION OF WATER METER APPLICATIONAND PAYMENT OF FEES. CONTACT <br />THE WATER RESOURECESDIVISIONAT 714-647-3320 FOR ASSISTANCE. PAVEMENT <br />& SIDEWALK RESORATIONPER STANDARD PLANNo. 1150 & 1104. (FULL DEPTH <br />AC=6'). <br />PRESSURE RED UCING VALVE NOTES: <br />INDIVIDUAL PRESSURE REGULATORS ARE REQUIRED BY THE UNIFORMPLUMBING CODE IF THE <br />AVERAGE STATIC PRESSURE IN THE PUBLIC WATER M41NIS 80 PSI OR MORE. WHERE REQUIRED, THE <br />WATER SERVICE SHALL BE PROVIDED WITHAPPROVED PRESSURE REGULATORS SET AT 80 PSI AND <br />SHALL BE INSTALLED PER CITY OF SANTA ANA'S STANDARD PLANS OR APPROPRIATE GOVERNING <br />AGENCY'S STANDARDS. PRESSURE REGULATORS SHALL BE INSTALLED ON PRIVATE PROPERTYAND <br />SHALL BE MAINTAINED BY THE PROPERTY OWNER. <br />(CONTACT WATER QUALITYINSPECTOR AT (714) 647-3341 FOR PRESSURE REDUCING VALVES <br />QUESTIONS/CONCERNS) <br />DRAWN BY: KN 1 104/2025 <br />DESIGNED BY: LP 1 104/2025 <br />CHECKED BY: BT 1 1 04/2025 <br />PREPARED UNDER THE SUPERVISION OF: <br />��4 <br />R.C.E. NO.: 63381 EXP. DATE; 9/30/2026 <br />S;1-IEE <br />DRAINAGE PLANS &DETAILS <br />TILY LY NGUYEN OF <br />4413 W SUNSWEPT AVE <br />SANTA ANA, CA 92703 <br />