HomeMy WebLinkAboutDWG 489-4SW; SDP 15-10; BMP SITE PLAN - CARLSBAD OAKS NORTH LOT 13; 01----------
APPENDIX A
BMP EXHIBIT
SWMP
CARLSBAD OAKS LOT 13
SCALE: !"=50' -----------{J 50 J{J{J
li121E,· ALL TLEVA 170NS PER PLAN"
ARE PER Ol'IG 489-4A
8" fREEBOARO OEPT/-1 01,f'R
CURB INLET FLOW LINE
15{}
a·
-------------------
TYPE '8' CL/RB INLET
(LENG 11-1 OF OPENING 7. ;
/lOl'IL/NE OF OPENING ANO RIM
Ei
TOP OF SANO LA YER
(LEJ,f'L)
--------------
_ ••. _· ; --• VARIES OEPENOENT ON SURFACE SLOPE
\ • (4" MIN/ 36'" MA..t;)
\_COARSE GRAOEO SANO (SHALL BE CLEAN SANO 0.02"-0.04' OIA)
(95% COMPAC110N)
OETAIL -PER/1/OUS PAJ.£R SECllON
EXTEND LINER TO
!'IA !ER ELEVA 110N
6'' STORAGE
OEPT/-1 PLAN17NG PER
LANDSCAPE PLAN TOP OF MIN
PONO 'PLANTER
5" MAX /lOl'I DEPTH
@ 100 -STORM LANOSCAPING (BUSHES,
SEED MIX -NO GRAS~
NOT TO SCALE
FS ELEV
PER PLAN
1.5' MIN OEPT/-1-k~c
(VARIABLE HfO 71-1)
TOPSOIL MIX
J' OEPT/-1 2"-M/NLIS GRAVEL
STORAGE LAYER
4• PERFORATED PVC-~~~;::!
LINOERORAIN PIPE
RLTER FABRIC 1,0JACENT
TO NA 111,f' SOIL
-~-IMPERl10LIS LINER
(20-30 MIL
11SOLIEEI'( PLA~llC)
BIORElENllON PONO SECllON
TYPICAL SEC 110N
NOT TO SCALE
FS/TOP PER PLAN f
/lOl'I CONlROL -...___
ORIRCE PLA 1E
(SEE DETAIL
71-IIS SHEET,)
FS ELEV
PER PLAN I
54•
i
T p1P£
ouTL/[R pLAN ~I\ ('ii
FL ?,IJ.?, \\ ~S~
4" PERFORATED PVC
UNDER ORAIN PIPE
(LOCAllONS PER PLAN)
I\Q~ ql-~'11 '3 ~ 0 ?~\r,_,1-O
\~~
/MPERWOUS LINER
(20-30 MIL 11SOUEEN PLAS77C}
CATCH BASIN OETAIL
BIORElENllON BASIN
NOT TO SCALE
j 6" I'. VARIES~ 6" O" CURB (PER OETAIL 11-1/S SHEET,)
PER PLAN o• CL/RB NOT REOUIREO AT OOCK MOO!RCAllON
-o-t'-, (2' MIN. . a;,• CURB Hf-lEN AOJACENT TO GUTTER ~ -i<2-24' MAX.) <C £L£pLAN
"% Ip~~
PERVIOUS PAJ,f'R SECllON ·9'1.i/N(-·' HYOROMOO/RCA710N/l'IA1ER OUAL!TY
(SEE OETA/L 71-1/S SHEET,) 0 -•• -• "SURFACE" STORAGE OCCURS HfT/-1/N
COARSE GRAOEO SANO PERVIOL/S PAJ,f'R SEC110N
(SHALL BE CLEAN
SANO 0.02"-0.04" 0/A)
(95% COMPACllON)
18" --'--'1
20-30 MIL VISOUEEN •✓'4:--.J_,GE01EX77LE FABRIC
PLAS17C (OR EOUIV) l:iL...:lls:::µ~..::.c.:J (MIRAR HP570 OR EOUIV.)
IMPERMEABLE MEMBRANE
4• PERFORA!EO PVC
UNOERORAIN PIPE
0.5' OEPT/-1 2"-MINUS
GRAVEL STORAGE LA YER
/lAT BOTTOM (SURFACE SLOPING IS
ACCOUN!EO FOR IN PERVIOUS PA~R
SEC770N)
SANO RL TRA llON TRENCH SECllON
NOT TO SCALE
NOT TO SCALE
-------------
SJ1IMP NO. !5-23
MAINTENANCE AGREEMENT DOCUMENT: YES ..L M"'-0 __
RECOR~llONMo.~·------~
PARTY RESPONSIBLE FOR MAINTENANCE
NAME: SSG 1H, LLC CONTACT: !BO
AOORESS 4747 E)(£CU17J,f' OR/t,E, SLl/lE 900
SAN DIEGO, CA 92/2!
PHONE NO.
PLAN PREPARED BY.·
~ D. Dq ffe 1
No. 45629 NAME: ROBERT 0. OENTINO
COMPANY: EXCEL ENGINEERING
AOORESS: 440 STAIE PLACE
E)( .12-31-1 _/
ESCONDIDO, CA 92029
PHONE NO.· (760)715-8118 CERTIRCATION: RCE 15629
BMP NOTES:
1. 11-IESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACT/JRER's RECOMMENOATIONS OR 11-IESE PLANS.
2. NO CHANGES TO THE PROPOSED BMPS ON 11-1/S SHEET HfT/-IOUT PRIOR APPROVAL FROM 11-IE CITY ENGINEER.
J. NO SUBSTIT/JllONS TO 11-IE MA !ER/AL OR TYPES OR PLANllNG TYPES HfT/-IOLIT PRIOR APPROVAL FROM 11-IE
CITY ENGINEER.
4 NO OCCUPANCY HfLL BE GRANTED L/NllL 11-IE CITY INSPECTION STAFF HAS INSPEClEO 71-1/S PROJECT FOR
APPROPRIA 1E BMP CONS1RUC770N ANO INSTALLATION
5. REFER TO MAINTENANCE AGREEMENT DOCUMENT.
6. SEE PROJECT SWMP FOR A00/170NAL INFORMATION.
BAIP TABLE
/
,,,Jc
BMP 10 j BMP TYPE SYMBOL CASOA NO. OLIAN11TY ?RAHfNG NO lrfEET NO(S, INSPEC110N MAINTENANCE 'cONS1RLIC170N
HYOROMODlflCA17ON & TREATMENT CONTROL
0 SANO RL!ER r:~:i)><:f ::;;:J SO-!! 10 !BO
0 8/0-RL IRA TION l<{li%~(<:?&j TC-32 I !BO
LOfll IMPACT DESIGN fL.1.0.)
0 PER/10//S I
" 0 LANDSCAPING I
SOURCE CONTROL
0 STORM DRAIN INLET SIGNAGE
0 LANO SCAPE
OUTDOOR I
PESTICIOE USE
0 EfflCIENT I IRRIGATION
0 TRASH
COLLECTION AREA
I so 20 15 180
I so 10 162,102 SF !BO S0-12
[i] S0-13 24 !BO
S0-10 I S0-12 162,/02 SF !BO
SO-JI I /62,/02 SF !BO S0-34
ttt] S0-32 2 !BO
PERl10US PAJ,f'R SECTION
VARIES (SEE DETAIL 11-IIS SHEET,)
0.5%MIN/ 3% MAX P. C. C. CONCRETE O%
4• PERFORATED PVC_.l:!l:,....=
UNOERORAIN PIPE
FREOLIENCY fREOLIENCY
SHEE!S SEE NOTE 5 4S NEEDED ,f{f. .J, 8-11 YIN OUAR?ERLY, EACH INSPEi T.
Sttt:.tt:> SEE NOTE 5 4S NEEDED l'I/ .J, 8-11 YIN OIIAR ?ERL Y, EACH INSPECT.
SHEE!S SEE NOTE 5 1S NEEDED l'I/
? R .. 11 YIN OIIAR ?ERL r: EACH INSPECT.
SHEETS SEE NOTE 5 4S NEEDED l'I/
.J, 8-11 YIN OIIAR ?ERL Y. EACH INSPECT.
SHEE!S SEENO!E 5 4S NEEDED l'I/ .J, 8-11 YIN OIIAR ?ERL Y. EACH INSPECT.
SHEETS SEE NOTE 5 4SNEEOEO ~ YIN OIIAR ?ERL Y. .J, 8-11 EACH INSPEi T.
SHEETS SEENOlE 5 ASNEEOEO l'I/ .J, 8-11 YIN OIIAR ?ERL Y, EACH INSPECT.
SHEE!S SEE NOTE 5 ASNEEOEO~ .J, 8-!/ YIN OUAR ?ERL Y, EACH INSPEi T.
RNISHEO FLOOR
BU/LO/NG A
P. C. C. CONCRETE
VARIES
0.5%MIN/
3%MAX
SEE TYPICAL SANO RL 11i'A 710N
!RENCH FOR TYPICAL DIMENSIONS
TYPICAL TRUCK OOCK SECllON
NOT TO SCALE
NOT TO SCALE
SIGN OFF
OA 1E PREPARED.· NOJ,f'MBER 16, 2015
fsHm7 CITY OF CARLSBAD l----f---1-----------------f---+---+---+----I L!_j ENGINEERING DEPARTMENT
l----l----+----------------1------1---l----+-----1
1----1----+----------------f------1---1----+-----I SINGLE SHEET BMP SITE PLAN
DA TE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CARLSBAO OAKS LOT 13
SWl,fP NO 15-23
RECORD COPY PROJECT NO.
SOP 15-10
CJI i l
~10((/u DRAWING NO.
INITIAL DATE 489-4SW
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