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1 X 2 <br />6"S -® <br />GRAVEL BAGS (T(P) 1 <br />CV <br />I <br />0 <br />0 <br />a <br />C <br />N <br />0 <br />C) hh <br />I II <br />0 <br />I GRAVEL BAGS (TYP) 1 <br />LL <br />6"SD <br />1 f2----------- <br />S8903724"E <br />S89°37'24"E <br />73.90FF <br />r -1F 73,13P_AD=; <br />L_ -(IZOOFE IO) <br />L — J <br />r—� <br />n <br />EROSION CONTROL NOTES <br />1. INSTALL CONSTRUCTION DUMPSTER AND MATERIAL DISPOSAL AREA PER CASQA BMP WM-5 SOLID WASTE <br />MANAGMENT. CONTRACTOR TO LOCATE DURING CONSTRUCTION. <br />2. PROVIDE TEMPORARY SANITARY FACILITIES AND SECONDARY CONTAINMENT PER CASQA BMP WM-9 SANITARY <br />SEPTIC WASTE MANAGEMENT. CONTRACTOR TO LOCATE DURING CONSTRUCTION. <br />3. PROVIDE EQUIPMENT MAINTENANCE AREA AND MATEIAL STORMAGE AREA PER CASQA BMP NS-10 VEHICLE <br />AND EQUIPMENT MAINTENANCE AND WM-1 MATERIAL DELIVERY AND STORAGE. CONTRACTOR TO LOCATE <br />DURING CONSTRUCTION. <br />4. PROVIDE LINED CONCRETE WASHOUT BASIN AND EQUIPMENT CLEANUP AREA PER CASQA BMP WM-8 AND BMP <br />NS-8. <br />5. PERFORM STREET SWEEPING AND VACUUMING PER CASQA BMP SE-7 STREET SWEEPING, AS NECESSARY. <br />6. STABILIZE ALL EXPOSED SOILS PER CASQA BMP WE-1. <br />O�Fooe y�I-VG Unground <br />u� <br />fl Service Alert <br />of Southern California <br />�i Call: TOLL FREE <br />1-800 <br />422-4133 <br />TWO WORKING DAYS BEFORE YOU DIG <br />NO. I DATE I INITIALS <br />REVISIONS <br />DESCRIPTIONS <br />UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA <br />ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES <br />NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE <br />PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO <br />ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING <br />WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. <br />BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF <br />UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND SERVICE ALERT AT <br />(800)-422-4133 <br />APPROVED <br />REFERENCES <br />PLANS <br />0 <br />a <br />GRAVEL BAGS (TYP) <br />o II a®o 0o o®o — <br />6"SD <br />EXIST. BUILDING <br />A I <br />APN: 198-051-16 SMH <br />148.23' <br />STABILIZED ENTRANCE <br />1 <br />\ J-J <br />1X2 <br />�L <br />O <br />73.42FF <br />LOBBY <br />w <br />cn <br />o <br />73.50FF ELEV. o <br />72.75PAD ' �, <br />ELEC. <br />MACH. <br />STAIRS I w <br />73.50FF � I o <br />72.75PAD <br />4.111 2 w ,CCN <br />z <br />1 2 <br />EXIST. BUILDING A <br />APN: 198-051-18 <br />BENCH MARK <br />OCS BM SA-324-83 ELEV. 67.783 (2005) <br />FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED <br />"SA-324-83", SET IN THE SOUTHWEST CORNER OF A 4 FT. BY 9 FT. <br />CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEAST <br />CORNER OF THE INTERSECTION OF NEWHOPE STREET AND FIRST STREET <br />75 FT. EASTERLY OF THE CENTERLINE OF NEWHOPE STREET AND 39 FT <br />NORTHERLY OF THE CENTERLINE OF FIRST STREET. MONUMENT IS SET <br />LEVEL WITH THE SIDEWALK <br />iI <br />E>qj9 30 25 /4� <br />PREPARED UNDER THE SUPERVISION OF: <br />DMv S <br />CONSULTANTS, INC. <br />CIVIL EN GINEE R S <br />12371 Lewis St. #203 Garden Grove CA. 92840 P. 714-740-8840 F. 714-740-8842 <br />lil <br />Q II <br />Ld II <br />II I <br />v i IEXIST. <br />X <br />w 11 <br />11 , <br />4 <br />II Y <br />Q II I <br />w II I <br />II I <br />Iri EXIST. <br />w II I <br />I <br />II <br />II <br />II <br />I <br />of <br />I I <br />� <br />II <br />J <br />m <br />&G <br />II <br />T <br />N <br />II <br />II <br />I <br />U <br />LO <br />II <br />II <br />I <br />I� <br />W —w— I <br />—w <br />ILL— <br />II <br />I I <br />II <br />WV <br />I <br />I <br />I <br />II <br />II <br />II <br />I <br />I <br />II <br />I I <br />J <br />� <br />II <br />N <br />II <br />II <br />I <br />LO <br />r <br />I <br />II <br />I <br />II <br />II <br />w <br />M <br />I< <br />J <br />z <br />II <br />0 <br />(0 <br />� <br />N <br />Im <br />Mt <br />I I - <br />CD <br />z <br />O <br />Ln <br />II w <br />I <br />N <br />m <br />1 <br />W <br />= <br />II <br />I <br />I <br />II <br />ii <br />II <br />I <br />I <br />I <br />I <br />I <br />II <br />II <br />II <br />II <br />I <br />I <br />oI <br />�I <br />N <br />I I <br />� <br />►n <br />I I <br />I <br />II <br />II <br />II <br />I <br />I <br />I <br />I <br />C&G <br />I <br />I <br />I <br />I <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />I <br />I <br />I <br />I <br />I <br />GRAPHIC SCALE <br />10 0 5 10 2( <br />( IN FEET ) <br />1 inch = 10 ft. <br />CITY OF SANTA ANA <br />anning an ul Ing ency <br />CONSTRUCTION NOTES <br />O1 INSTALL GRAVEL BAGS, 2 BAGS HIGH PER CAS A SE-6, SE-10 & DETAIL THIS SHEET. <br />O2 INSTALL 6' HIGH TEMPORARY FENCE WITH GREffi SCREEN PER CAA - eT <br />O3 CONSTRUCT STABILIZED CONSTRUCTION ENTRAN E PER CASQA TCH1, -2 & DETAIL <br />THIS SHEET. FOR PERMIT ISSUACE <br />O4 INSTALL TEMPORARY AC RAMP PER CASQA NS 4 & DETAIL THIS SHEET <br />O5 INSTALL 20' WIDE SECURITY GATE <br />Master ID: <br />CRUSHED AGGREGATE D te• <br />A GREATER THAN 3" BUT � B <br />SMALLER THAN 6". T <br />CORRUGATED . <br />STEEL PANELS <br />m <br />TEMPORARY <br />AC RAMP <br />1 <br />04 <br />w <br />MATCH EXISTING <br />GRADE <br />25' <br />3 STABILIZED CONSTRUCTION ENTRANCE DETAIL <br />NTS <br />CRUSHED AGGREGATE GREATER <br />CORRUGATED STEEL PANELS—\ <br />THAN 3" BUT SMALLER THAN 6". <br />12"MIN, UNLESS OTHERWISE <br />SPECIFIED BY SOILS ENGINEER <br />SECTION A —A <br />NTS <br />CRUSHED AGGREGATE GREATER <br />THAN 3" BUT SMALLER THAN 6". <br />ORIGINAL GRADE <br />12"MIN, UNLESS OTHERWISE FILTER FABRIC <br />SPECIFIED BY SOILS ENGINEER <br />SECTION B-B <br />NTS <br />1PORARY FENCE <br />SCREEN <br />GRi <br />SINC <br />2 TEMPORARY FENCING DETAIL <br />NTS <br />OWNER APPLICANT: <br />SCOTT TRAN SCOTT TRAN <br />AMERICAN PACIFIC INVESTMENTS GROUPS, LLC AMERICAN PACIFIC INVESTMENTS GROUPS, LLC <br />8642 GARDEN GROVE BOULEVARD 8642 GARDEN GROVE BOULEVARD <br />GARDEN GROVE, CA 92844 GARDEN GROVE, CA 92844 <br />2 GRAVELBAG HIGH <br />P\— MIN. FOR ALL STORM <br />DRAIN INLETS <br />GRAVELBAG AT STORM <br />DRAIN INLET DETAIL <br />1 TYPICAL GRAVEL BAG DETAIL <br />NTS <br />SECTION D—D <br />NTS <br />24 HOUR CONTACT <br />IN CASE OF EMERGENCY PLEASE CALL <br />MR. LINH BUI <br />PH: 714-318-7838 <br />DP# 2022-03 ASSESSOR PARCEL NO. a 198-051-17 <br />EROSION CONTROL PLAN <br />RESIDENTIAL DEVELOPMENT <br />322 N HARBOR BLVD., SANTA ANA, CA <br />PUBLIC WORKS AGENCY <br />DATE 1 04-04-24 CITY OF SANTA ANA SHEET 60F6 <br />