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HomeMy WebLinkAboutDWG 476-2SW; CUP 11-06; BMP SITE PLAN - FAIRFIELD INN CARLSBAD; 01~ '.'.'>, • '· ,. I ; I / I ! • ,! ' I ' / ' 1 --- _1 •• POOL ' •• ······• .... ' ----- ··~ '--....--·•---.. --· --. ---· ------------•-.. ,' -·-·· ... ·--··-. I .L_ MIN. 4" DIA PERFORATED_!~ UNDERDRAIN MIN. 6"-1◄----, ' ,I l. • FLOW -• OUTFLOW PIPE FLANGE &ORIFICE, PLATE CONNECTION-~ (SEE NOTE 1) CLOSED MESH GRATE SIZE PER PLAN SOIL MIX PER DETAIL (!J) CATCH BASIN SIZE PER PLAN PLAN N.T.S CLOSED MESH GRATE SIZE PER PLAN ' ORIFICE PLATE SEE DE.TAIL BELOW GRAVEL P!c=~/= OUTFALL PIPE ~~--"'"F;;:;FL:;,O~W] •. ' PERFORATED_~ UNDER DRAIN SECTION N.T.S ORIFICE PLATE: MIN SQUARE DIMENSIONS 1.0 FT GREATER THAN PIPE DIA. HOT DIP GALVANIZED PLATE AFTER HOLES HAVE BEEN DRILLED rMIN. 6" (TYP.) J" (TYP.) mo -....c..,;or=[ INFLOW PIPE NOTE 0.4" ORIFICE 1. g~ti:cTro:u;.iG&oNCRETE " 0 DIAMETER (DIA.) SHALL BE FILLED WITH 1 /2 MAX. J/8" DIA. 30 DUROMETER NEOPRENE RING HOLE (TYP.) FLOW CONTROL ORIFICE Pl.A TE N.T.S DETAIL '.A' CATCH BASIN ORIFICE PLATE NO SCALE -. ·•-··- \ -· ...... '• - PROPOSED HOTEL ------------------------------------ ·; ·"-·-, -------- y SCALE: 1 "=30' --,,,6 90 146---.__ ; ' ·, f .--• I ' I TYF;E 85 CLEANOUT .PER SDRSD D-10 IRIM= 146.30 • J • iE~-•w=ow= 135, 16 /Em-,~·"""= 134.50 II[= 134.46 i , I t}' 1-i I ',,,., !.:j !i q k' ;'j (1 r h ' i; SWMP NO. _1_2-_15 __ _ -,-. ' .r ·- MAINTENANCE AGREEMENT DOCUMENT: YES __X_ NO RECORDATION NO. ____ _ PARTY RESPONSIBLE FOR MAINTENANCE: NAME __ S_U_RY_A~, L_P ____ _ CONTACT NEIL PATEL ADDRESS 10660 Scripps Ranch Blvd, Suite 100 SAN DIEGO, CA 92131 PHONE NO. ~(8_5~8)_6_21_·4_90_8 ___ _ PLAN PREPARED BY: NAME DANIEL VALDEZ COMPANY COFFEY ENGINEERING, INC. ADDRESS 10660 Scripps Ranch Blvd, Suite 102 SAN DIEGO, CA 92131 PHONE NO. (858) 831-0111 CERTIFICATION ~7~60~7~4 __ _ BMP NOTES: 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS, 2, NO CHANGES TO THE PROPOSED BMPS ON mis SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES DR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. DATE INITIAL ENGINEER OF WORK DESCRIPTION CMU RETAINING WALL P.C.C. BROW DITCH LEGEND STD DWG D-75 SYMBOL =={> =={> DRAINAGE SWALE OR DIRECTION OF FLOW BROOKS BOX (OR SIM) W/GRATE ~ (SIZE PER GRADING PLAN) DOWNSPOUT VAULT DRAINLINE 6" PERFORATED UNDERDRAIN @2% 6" ATRIUM GRATE UNLESS OTHERWISE NOTED ON PLAN BMP ID# BMPTYPE SYMBOL CASQA ND. QUANTITY TREATMENT CONTROL CD-® BIORETENTION t••:::t•e•••••·•••I TC-32 4,629 S.F. AREA ® STORM WATER NIA TC-11 3 STORAGE VAULT 12,670 FT. LOW IMPACT DESIGN (L.I.D.) @-@) ROOF DRAIN TD • LANDSCAPING SD-11 XEA. SOURCE CONTROL ©-© DRAINAGE SYS. Ii] MAINTENANCE SC-44 5 0 FOUNTAIN & POOL 0 MAINTENANCE SC-72 1 * WEEKLY DURING RAINY SEASON/QUARTERLY DURING DRY SEASON DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL • SEE DATA TABLE fl Hffl I Hi l Httlttl fttlllttfl HffHlll Httill-H It NOS #BO BMP TABLE DRAWING NO. SHEET NO.(S) INSPECTION MAINTENANCE CONSTRUCTION FREQUENCY FREQUENCY SIGN OFF 476-2A 476·2A 476-2 476-2 476-2 DATE INITIAL CITY APPROVAL 2,5 2,5 2 2 2 I SHlET I * (SEE BELOW) * (SEE BELOW) QUARTERLY * (SEE BELOW) WEEKLY VERIFIED BY: INSPECTOR CITY OF ANNUALLY ANNUALLY ----- ANNUALLY ·-· ANNUALLY Bl-MONTHLY llECl~I V El) FEB 2 7 2013 LAND OEVELUt'MEt~ 1 ENGINEERING DATE CARLSBAD ENGINEERING DEPARTMENT I SHlETS I BMP SITE PLAN V/\TlDl:;''TlC'T r, Tl\Tl'l .IL .L\_JL_l\,_l_ l_ J[____j l___J JL..J i l 'I 'I PALOl\lLAR OAKS vVAY APPROVED~ 'Y /4-.. * CLE~ I< VAN PESKI 3/._m/J.2 [NG •J[[RING I\IAls;'~[R PE l'20L [XPIRES 3/31/13 'DA TT: DWN BY: I l \/ PROJECT NO. DRAWING NO. CHKD BY: 0~ ClJP 11-06 RVWD BY: 4 76-2SW Ill