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HomeMy WebLinkAboutDWG 477-9SW; CT 12-05; BMP SITE PLAN - LA COSTA RESIDENTIAL; 012.9B' I I I 1---1' BENCH PER PLAN RETAINING WALL W/FENCE EXISnNG GRADf H=S.S' MAX FINISH GRADf-~ PLANnNG ~ MIXNSANDY LOAM "' J29.0 BOTTOM BMP 5 STORAGE LAYER PER CAL TRANS SECTION A-ACLASS 2 BASE ===~=~~~-=~~= SCALE: 1"=10' - -~•N,ISH GRADE RETAINING WALL W/F£NCE (TYP.) PLANllNG MIXNSANDY LOAM EXISnNG GRAOC :=---.., 360.0 BOTTOM . . . ' . . . . . . . . . . ' + • • t • • • • • • • ' •• ······•,········· . . . .... ' . -. BMP SECTION 1 B-B SCALE: 1•-10' ) STORAGE LA YER PER CAL TRANS r.t A~ ~ RA'.F ) RETAINING WALL ,V/f.ENCE HEIGHT VARIES 2 -3' LOT 27 =P=A=D=J=B=J.=2~;..,~---,---:---------------:.,,---,~L~:EXISllNG GRADE LOT 21 PAD 382.J LOT JO PAD 379.8 PLANnNG MIXNSANDY LOAM STORAGE LA YER PER CAL TRANS CLASSgW" 2 . Q SECTION C-C SCALE: 1•-10• PERFORATED UNDERDRAIN __ / SOIL MIX FLANGE & ORIFICE PLATE CONNECTICIN--~ (SEE NOTil: 1) VI EXISllNG GRAOC ---L--- Pl.AN N.T.S, ;:::: ------- • • FLOW OUTFAU. PPE (GEN. NOTE 1) TYPE F CATCH BASIN ORF/Cf PLATE SIT DETAIL THIS SHfET ,1-'-t-(GEN. NOTE 3) RETAl!:lfNG WALL W/FENCE H=J.9 MAX G) 4 PLANllNG MIXNSANDY LOAM BMP SECTION STORAGE LA YER PER CAL TRANS 3 CLASS 2 BASE D-D SCALE: 1"=10' PRECAST PAVERS -"MEGA-BERGERAC"(80mil), COLOR: TUSCANA BLEND, MFG. BY BELGARD PAVERS OR EQUAL. AVAIL. THRU MODERN BUILDER SUPPLY, GREG DRAZIL: 949-254-4692 SAND BEDDING (ASTM C 33) PER MANUF. SPEC. 1" THICK WITH "SAND LOCK" . RA TIO OF "SAND LOCK" TO SAND PER MANUFACTURER'S RECOMMENDATIONS. STRUCTURAL SECTION TO BE DETERMINED AFTER 'R' VALUE TEST HA VE BEEN CONDUCTED. © CONCRETE GUTTER P[R STR[ET IMPROVEMENT PLANS/12" WIDE CONCRETE BAND @ A.C. COMPACTED BASf @ 20 MIL HDPE INER W/2" LA YER OF SAND SEf TRfA TMfNT ck FLOW CONTROL BMPs TABLf FOR REQUIRED DEPTHS GRA \,f"L OUTFALL PIPE r-'-----L (GENERAL NOTE 1) 5 6 D2 4" PERFORATED PIPE • IMPERMEABLE UNER SECTION ORIFICE NOTE 1. ORIFICE PLATE &: FLANGE CONNECTION TO CONCR£TE SHALL BE FITTED WITH ORIFICE PLATE: MIN SQUARE DIMENSIONS 1.0 FT C.R~TER lliAN PIPE 01.',. HOT-DIP GALVANIZE□ PLATE AFTER HOLES 1-iAYE EJEE;N DRILLED N.T.S. MIN 6" (1YP) ' (1YP) • ,~~ !l'iFLOW PIPE ' '-I ,-=l,=l==l>,_~,-..__ -f,ilFICE DIAMETER (DIA) • SIZED PER DESIGN CRITERIA 30 DUR:JMITER: NEOPRENE RING, i"O,-HOLE (1YP) FLOW CONTROL ORIFICE f'I..ATE Bioretention Facility Outlet Detail -A H:\11OO\1136.10\REPORTS\WATER QUALITY\1136.1O BMP PLAN SHEET.DWG 9/16/2013 10:57: 15 AM *BASE MATERIAL TO DRAIN TO 2' P[RFORA TEO PIPE AND CONNECT TO TRENCH DRAIN PERMEABLE NTS PAVERS ' , LATITUDE 33 PLANNING AND ENGINEERING 5355 MIRA SORRENTO PLACE. SUITE SAN DIEGO, CA 92121 TEL. B5B.751 .0633 FAX. 858.751 .0634 650 ----------------------- ) 2' BENCH PER PLAN RETAINING WALL H=4'MAX ________ fEXISnNG GRADf ------- STORAGE LA YER PER CAL TRANS BMP 4CLAss 2 BASE SECTION E-E / I ! SCALE: 1"=10' .! • ♦ ••• ♦• •• + I • • I ' I • / /I i ' / • • • • • • • • •• I ,.J AVENIDA SOEIA ! / ' ( rvr.)r • • • • • • 4 69 I ,· I • • • • DATE REGISTRATION EXPIRES ••• - • • • •• ____ r-., ~-. ,;;>·' " . ·--· ' . -------·-. " -. ---.. - .;!..<..~--------------1 1 DATE INITIAL ENGINEER OF WORK BMPID# BMPTYPE SYMBOL HYDROMODIFICA TION 0-© BIORETENTION AREA )0()()()( LOW IMPACT DESIGN (L.I.D.) NIA 'l,!J • • ··& •• • • • . . ' ••• JO" LANDSC.I\PING PERMEABLE PAVERS • ---~ REVISION DESCRIPTION - -1 BMP TABLE CASQA NO. TC-32 SD-10 SD-12 SD-20 QUANTITY 5 4680 S.F. DRAWING NO. 477-9A 477-9L 477-9A I , I I ' I r ' ' : ;,-' /,' / ' . ' ' ' ' '· (_ii // . ' .... , . .,, ' ' -, -,, ' 1 ' ·"1 '< 1 ' ' ' -- DATE 1,, ' I " 0 I '•Z ~I 01 ~ ~ p.; INITIAL '.I OlHER APPROVAL ' ' \' I I .I l\ • \, 1. ii I I ' ,, '' ,, i DATE I!. I I u..-1..._ -i'. .1 ''.I 1 I ·' I I' I , I , ! I \ INITIAL CITY APPROVAL SHEET NO.(S) 3-5, SEE BIO-RETENTION TABLEb SHEET 6 FORV LUME 20-23 INSPECTION FREQUENCY EVERY 3 MONTHS OR AFTER RAIN EVENTS WEEKLY MAINTENANCE FREQUENCY ANNUALLY WEEKLY CONSTRUCTION SIGN OFF 4 SEMI-ANNUALLY SEMI-ANNUALLY SWMP NO. ~13=.0~7 __ _ MAINTENANCE AGREEMENT DOCUMENT: RECORDATION NO. ____ _ PARTY RESPONSIBLE FOR MAINTENANCE: NAME TAYLOR MORRISON OF CALIFORNIA, LLC CONTACT TOM BAINE ADDRESS 8105 IRVINE CENTER DRIVE, SUITE 1450 IRVINE, CA 92602 PHONE NO. (949) 341-1450 PLAN PREPARED BY: NAME JIM KILGORE COMPANY LATITUDE 33 PLANNING & ENGINEERING ADDRESS 5355 MIRA SORRENTO PLACE, SUITE 650 SAN DIEGO, CA 92121 YES V NO PHONE NO. (858) 875-1719 CERTIFICATION RCE 46692 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 THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR 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. I '7fi\ LATITUDI;; 33 80 ( IN ~'EET ) 1 inch • 40 ft. VERIFIED BY: INSPECTOR 120 DATE I SHlET I CITY OF CARLSBAD I SHIETS I ENGINEERING DEPARTMENT BMP SITE PLAN LA ?l/O~,T~'A,1. 1RESIDENTIAL S,, P .07 PUD 12-07 _/, ·" I.I frV I 6391'2_, t:.~ n V12-O, APPROVED f-EN K. VAN PESKI / v•'---~ 16 11- SENIOR CIVIL ENGINEER PE 41204 EXPIRES 3/31/15 DATE OWN BY: H I PROJECT NO. I DRAWING NO. CHKD BY: ~ .. i77-9SW RVWD BY: dl4-CT12-05