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EXIST. BLOCKWALL _ <br />(REMOVE) <br />PROPOSED t1' HIGH <br />RETAINING WALL W/6' HIGH — <br />BLOCKWALL (PER SEPARATE <br />PERMIT) <br />EXIST. GRADE - <br />- F— <br />L_ <br />VARIES <br />(5.46'-5.47') <br />LANDSCAPE <br />PROPOSED <br />BUILDING <br />1 r <br />-1 5%MIN- <br />2qIN _ a 21 0= x 73.50FF <br />O <br />\.6" 0 DRAIN PIPE <br />(INV PER PLAN) <br />SECTION A -A <br />NTS <br />R <br />EXIST. BUILDING (REMOVE) <br />PROPOSED f1' HIGH <br />RETAINING WALL W/6' HIGH <br />BLOCKWALL (PER SEPARATE <br />PERMIT) <br />EXIST. GRADE <br />SECTION E-E <br />NTS <br />SITE SPECIFIC DATA <br />PROJECT NUMBER <br />744766-010 <br />PROJECT NAME <br />HARBOR BLVD RESIDENTIAL <br />DEVELOPMENT <br />PROJECT LOCATION <br />SANTA ANA,CA <br />STRUCTURE ID <br />#1 <br />TREATMENT REQUIRED <br />VOLUME BASED (CF) <br />FLOW BASED (CFS) <br />N/A <br />0.06 <br />TREATMENT HGL AVAILABLE (FT) <br />N/K <br />PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE <br />1.1 <br />PIPE DATA <br />I.E. <br />MATERIAL <br />DIAMETER <br />INLET PIPE I <br />70.30 <br />PVC <br />6" <br />INLET PIPE 2 <br />N/A <br />N/A <br />N/A <br />OUTLET PIPE <br />68.98 <br />PVC <br />6" <br />PRETREATMENT <br />BIOFILTRATION <br />DISCHARGE <br />RIM ELEVATION <br />74.90 <br />74.90 <br />74.90 <br />SURFACE LOAD <br />PEDESTRIAN <br />N/A <br />PEDESTRIAN <br />FRAME & COVER <br />24" X 42' <br />OPEN PLANTER <br />N/A <br />WETLANDMEDIA VOLUME (CY) <br />2.16 <br />ORIFICE SIZE (DIA. INCHES) <br />01.16" <br />NOTES., PRELIMINARY NOT FOR CONSTRUC770N. FOR TO CONFIRM <br />OUTLET INVERT AS IT WAS ADJUSTED TO BETTER F7T MANUFACTURING <br />CAPABILITIES. <br />'L <br />VARIES <br />❑ (6.34'-6.40') <br />EXIST. BLOCKWALL LANDSCAPE PARKING STALL <br />(PROTECT IN PLACE) H <br />❑ PROPOSED <br />�u BUILDING <br />U �\ a <br />J <br />EXIST. GRADE <br />Q 5%MIN- <br />2% � a 21 0= X 73.50FF <br />F .. <br />L O <br />�6"0 DRAIN PIPE <br />(INV PER PLAN) <br />SECTION B-B <br />NTS <br />WETLANDYED14 <br />BED <br />DRAIN DOWN LINE <br />PRE-F7LTER <br />CARTRIDGE <br />NDS 2222 GRATE Q <br />22»x22" �Q� FINISH GRADE <br />_ 2� Q� <br />GRATE ADAPTOR <br />ADAPTOR <br />6" DRAIN LINE <br />_6"0 PVC DRAIN <br />PIPE <br />YARD DRAIN INLET DETAIL <br />N.T.S. <br />PATENTED <br />PERIMETER <br />VOID AREA <br />INLET PIPE LoUflH PIPE <br />SEE NOTES SEE NOTES <br />PLAN VIEW <br />INSIALLAIIUN NUItS <br />1. <br />CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND <br />74.90 <br />INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND <br />RIM/FG <br />APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE <br />MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN <br />MANUFACTURERS CONTRACT. <br />� <br />2. <br />UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER <br />72.00 <br />RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY <br />- <br />PEAK HGL <br />THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE FOR VERIFYING <br />FLOW CONTROL <br />PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. <br />RISER <br />4. <br />CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING <br />l" <br />E IN <br />PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF <br />= <br />(� 0.93 Cfs <br />CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF <br />25 68,98 <br />OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. <br />I lE OUT <br />ALL PIPES SHALL BE SEALED WATERTIGHT PER MANUFACTURERS <br />STANDARD CONNECT70N DETAIL. <br />Q =0.93 Cfs <br />6" 4'-O 6' 25 <br />� j <br />5. <br />CONTRACTOR RESPONSIBLE FOR INSTALLA77ON OF ALL PIPES, RISERS, <br />5'-0' <br />MANHOLES, AND HATCHES. CONTRACTOR TO USE GROUT AND/OR <br />BRICKS TO MATCH COVERS WITH FINISHED SURFACE UNLESS SPECIFIED <br />ELEVATION VIEW <br />OTHERWISE. <br />6. <br />VEGETATION SUPPLIED AND INSTALLED BY OTHERS. ALL UNI7S WITH <br />VEGETATION MUST HAVE DRIP OR SPRAY IRRIGATION SUPPLIED AND <br />INTERNAL BYPASS DISCLOSURE: <br />INSTALLED BY OTHERS. <br />7. <br />CONTRACTOR RESPONSIBLE FOR CONTACTING 8l0 CLEAN FOR <br />THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED <br />ACTIVATION OF UNIT MANUFACTURER'S WARRANTY IS VOID WITHOUT <br />AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE <br />PROPER ACTIVATION BY A BIO CLEAN REPRESENTATIVE. <br />ASSESSED TO ENSURE NO UPSTREAM FLOODING PEAK HGL AND BYPASS <br />GENERAL <br />NOTES <br />CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. <br />1. <br />MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. <br />PROPRIETARY AND CONFIDENTTAL: <br />2. <br />ALL DIMENSIONS, ELEVATIONS, SPECIRC4770NS AND CAPACITIES ARE SUBJECT TO "OD R 7W INTOWWN �,W O 1N WNrS DDCMENT rS nW SateCHANGE. <br />FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTSNs �°� OF AR VIREO AND B cGO. RES niu OR Mf <br />AND ACCESSORIES PLEASE CONTACT BID CLEAN. <br />IN AW MWN� WM � THEB CO RU <br />e�'E ro Under <br />ground <br />Service Alert <br />of Southern California <br />Call: TOLL FREE <br />1-800 <br />422-4133 <br />TWO WORKING DAYS BEFORE YOU DIG <br />REVISIONS <br />NO. DATE INITIALS DESCRIPTIONS <br />STORMWATER BIOFILTRATION SYSTEM (MWS) <br />NTS <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 />1-(800)-422-4133 <br />I REFERENCES <br />IAPPROVEDI PLANS <br />VARIES <br />(6.03'-6.11') <br />I EXIST. CHAIN LINK <br />LANDSCAPE <br />FENCE (REMOVE) <br />PROPOSED _ <br />r <br />PROPOSED 6' HIGH <br />BUILDING <br />BLOCKWALL (PER <br />I SEPARATE PERMIT) <br />A <br />A <br />ly F <br />I <br />73.50FF <br />5�MTN- ,� J <br />20 o A_X a 2% <br />EXIST. PLANTER <br />f <br />r <br />6"0 DRAIN PIPE <br />EXIST. CURB <br />(INV PER PLAN) <br />(PROTECT IN <br />SECTION <br />C-C PLACE) <br />NTS <br /><z <br />1 IN <br />TRAFFIC GRATE INLET <br />141 <br />DRAIN PIPE <br />INLET <br />g <br />SFF DRAIN PIPE <br />�� Qu OUTLET <br />*1212 BROOKS DRAIN BOX WITH TRAFFIC GRATE <br />VEGE7A770N--,_ <br />PLANT C/L HATCH <br />ESTABLISHMENT <br />MEDG4 <br />i <br />1 <br />6' 6'-0' <br />7'-D" <br />LEFT END VIEW <br />In <br />i <br />RIGHT END VIEW <br />NTS <br />BENCH MARK PREPARED UNDER THE SUPERVISION OF: <br />OCS BM SA-324-83 ELEV. 67.783 (2005) <br />FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED DV <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 />NORTHERLY OFLTHE CENTERLINE OF FIRSTS EET.75 Fr. OF "ME CENTERLINE OFEMONUMMEENT IS SETS CONSULTANTS , INC. <br />LEVEL WITH THE SIDEWALK CIVIL EN GINEE R S <br />12371 Lewis St. #203 Garden Grove CA. 92840 P. 714-740-8840 F. 714-740-8842 <br />PROPOSED DEDICATION <br />TO CITY OF SANTA ANA <br />FOR STREET PURPOSES <br />R\W <br />12' <br />SETBACK <br />PROPOSED 8' <br />8 <br />BUILDING <br />2' <br />(If <br />�I <br />w <br />� <br />N <br />o <br />co <br />a <br />w <br />��eP� <br />73.5OFF Q� 2% <br />—� <br />°77—_ <br />2% <br />PROPOSED <br />SIDEWALK <br />SECTION D-D <br />NTS <br />CITY OF SANTA ANA <br />arming an ui mg ency <br />GRADING CONSTRUCTION NOTES <br />42' <br />pproved <br />y <br />o <br />m <br />FOR PERMIT ISSUANCE <br />= <br />O3 <br />CONSTRUCT CONC. RECTANGULAR DRAIN EOX <br />(W=2 PER DETAIL THIS SHEET. <br />EXIST. MEDIAN <br />CURB <br />O7 <br />CONSTRUCT YARD DRAIN INLET PER DETAI <br />THIS SHEET. <br />PROPOSED CURB <br />O <br />CONSTRUCT #1212 BROOKS DRAIN BOX WI <br />H TRAFFIC GRATE PER DETAIL THIS SHEET. <br />& GUTTER <br />Ir <br />14 <br />CONSTRUCT SUMP PUMP PER DETAILSHEE/faster <br />ID: <br />15 <br />CONSTRUCT MWS PER DETAIL THIS SHEET. <br />16 <br />CONSTRUCT TRENCH CHANNEL DRAIN PER <br />DEP149'*SHEET. <br />3" COLD <br />MILL AND <br />3" ARHM <br />OVERLAY <br />18 <br />CONSTRUCT #2424 BROOKS DRAIN BOX WI <br />H SOLID/STEEL COVER PER DETAIL THIS SHEET. <br />IT <br />FULL DEPTH AC <br />COMPACT BASE @ 90% <br />\ MAX DRY DENSITY <br />2500 PSI CONCRETE 6"x6 W1.4xW1.4 <br />WELDED WIRE MESH <br />3 RECTANGULAR BOX DRAIN <br />NTS <br />4" DIA. FORCE MAN <br />2424 SOLID/STEEL COVER <br />SEAL CONNECTION <br />WITH 2 SACK <br />CEMENT SLURRY <br />CONNECT 2'x4" RECTANGULAR <br />SEAL CONNECTION CONC. DRAIN BOX TO 36%36" <br />WITH 2 SACK BROOKS DRAIN BOX AND SEAL <br />CEMENT SLURRY CONNECTION WITH 2 SACK <br />CEMENT SLURRY <br />*2424 BROOKS DRAIN BOX WITH SOLID/STEEL COVER <br />NTS <br />M. <br />E)p9/30/25 <br />PROPOSED BUILDING <br />(_ R A TF <br />PLAN <br />DIMENSIONS DETERMINED BY GRATE FRAME <br />DIMENSIONS. USE FRAME AS A FORM <br />PROPOSED DOWNSPOUT <br />PROPOSED PAVEMENT/ <br />FINISHED GROUND (SEE <br />PLAN FOR LOCATION) <br />VARIES <br />NOTE: <br />DIG A 24" WIDE X 24" MINIMUM DEPTH TRENCH <br />6" MIN. WIDE PEDESTRIAN SAFE FRAME & <br />GRATE 3/8" SLOT OPENING. V-7383 ADA <br />COMPLIANT CAST IRON GRATE <br />3„� <br />,,7—,4 REBAR <br />° TOP & BOTTOM <br />0 <br />0 6» <br />N <br />d J n <br />24" <br />r - <br />SECTION A -A <br />16 TRENCH CHANNEL DRAIN DETAIL <br />NTS <br />6"0 PVC (SDR35) DRAIN PIPE <br />3" DIA. PVC (SDR 35) J <br />DOWNSPOUT CONNECTION 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 />DP# 2022-03 ASSESSOR PARCEL NO. :198-051-17 <br />DETAIL SHEET <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 2 OF 6 <br />