HomeMy WebLinkAboutDWG 479-8SW; SDP 12-05; BMP SITE PLAN - FAITH COMMUNITY CHURCH; 01'\' ~ ''\ '\
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CATCH BASIN EMERGENCY OVERFLOW
6" P.CC. CURB
2-J' HARDWOOD MULCH
6° P.CC CURB
PER SDRSD G-1 PER SDRSD G-1
1% MIN.
DEPTH PER'-.........:~--►··1 U
SOILS ENGINEER
AMENDED SOIL (K-5 IN/HR) .:
@ 40% POROSITY
/MP[RWOUS MEMBRANE (PER SOILS
ENGINEER) MIN 40-M/L POL ITTHYLENE :-, i
LINER SUCH AS V. YF/[lD 4000
EIMROL/NER (OR EQUIVALENT} W/ALL
SEAMS HEAT WELDED
IX M/N.
oUTfALL TO sTOR~.il.--=i=J
e:-'oRAIN SYSTEM 6" DIA.
1.25" OR/ACE DRILLED THROUGH WJNTE/IANCE PV.TE
IJ CONNEGnON (INTERIOR SIDE OF CATCH BASIN}
BIO-RETENTION AREA
TYPICAL DETAIL &-OUTLET CONNECTION
NO SCALE
COREDRILL KEYHOLE TYPE OPENING
FOR MAINTENANCE PLAT[ REMOVAL
WITHOUT REMOVING THE BOLTS
r--+--------+-½"x4" STAINLESS STE£
WEDGE ANCHOR BOLT
12"xl2" PLAT[ ¾ " THICK GAL VAN/ZED
MAINTENANCE PLATE
ATTACHED TO CATCH
BASIN INTERIOR WALL
--+-6" DIA. PERFORATED ~ I 8 PVC UNDERDRAIN 8 cl.. CONNECnON
L...::c"---t'--.-----'"--' (EXTERIOR)
1.25. ORIFICE DRILLED
THROUGH MAINTENANCE PLATE
@ UND[RDRAIN CONNECTION
MAINTENANCE PLATE DETAIL
ATTACH TO INTERIOR EASTERLY WALL OF
J6"xJ6' CATCH BASIN
DRAINAGE AREA OMA BREAKDOWN
OfWIW1E ARCA SIJRFN:£ Sl1o!la. SOIL TYPE: Pf/ASE I
BUILDING ROOFTOP ~ TYPED 12,500 SQ FT
PARKING/DR/VE AISLE I I TYPED 38,074 SQ FT IMPERVIOUS AREA
HARSCAPING/SIOEWALK I I TYPED 5,265 SQ FT
BIOREJfNnON TYPED 2,986 SQ FT
BMP TABLE
BMP ID# BMPTYPE SYMBOL CASQA NO. QUANTITY DRAWING NO. SHEET NO.(S) INSPECTION MAINTENANCE CONSTRUCTION
N
JO 15 0 JO 60 90
SCALE: 1 " 30'
SWMP NO. __ 13_-_1_5_
MAINTENANCE AGREEMENT DOCUMENT: YES NO
RECORDATION NO. ____ _
PARTY RESPONSIBLE FOR MAINTENANCE:
NAME FAITH COMMUNITY CHURCH CONTACT DON MITCHELL
ADDRESS 12230 EL CAMINO REAL
SUITE 110
SAN DIEGO. CA 921 JO
PHONE NO. (858) 794-5515
PLAN PREPARED BY:
NAME DANNY ABADA
COMPANY SPEAR & ASSOC/A TES. INC.
ADDRESS 475 PRODUCTION STREET
SAN MARCOS. CA 92078
PHONE NO. (760) 736-2040
BMP NOTES:
I 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S
FREQUENCY FREQUENCY SIGN OFF
TREATMENT CONTROL
30 DAYS PRIOR TO OCT. 0 BIORETENTION TC-32 2,986 SQ FT 479-8A 3 1ST & WEEKLY DURING AS NEEDED AREA "' INY•EA'"N
LOW IMPACT DESIGN (L.I.D.)
30 DAYS PRIOR TO OCT. 0® ROOF DRAIN TO D SD-11 6 479-8A 3 1ST !_~~KLY DURING AS NEEDED LANDSCAPING
SOURCE CONTROL
30 DAYS PRIOR TO OCT. ® STORM DRAIN m SD-13 1 479-8A 3 1ST & WE,,.,vEKLY DURING AS NEEDED STENCILING "'I
VERIFIED BY:
INSPECTOR DATE
l---l----1------------+----t--t---r----J I SH1EET I CITY OF CARLSBAD I SH1EETS I
ENGINEERING DEPARTMENT ~==='...:::::::============:::::_:::===: BMP SITE PLAN:
I RECOMMENDATIONS OR THESE PLANS. (,I; 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR I
f ~~ PLANS PREPARED BY: APPROVALFROMTHECITYENGINEER. , , t( ~ ~""' SP.EAR & ASSOCIATES, INC. 3. NosuBsTITuTI0NsToTHEMATERIALORTYPEsoRPLANTINGTYPEs cin ENGIN R ~~ 412w--m 3 31 15 DATE
FAITH COMMUNITY CHURCH
: ~ CIVIL ENGINEERING & LAND SURVEYING WITHOUTPRIORAPPROVALFROMTHECITYENGINEER. •·
;s ' -~ 475 PRODUCTION STREET, SAN MARCOS, CA 92078 4. NOOCCUPANCYWILLBEGRANTEDUNTIL THE CITY INSPECTION STAFF DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: ·," ---f'ROJEC17JO. DRAWING NO.
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7!5
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7
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3
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6
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4
_
8
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6
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6
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