HomeMy WebLinkAboutDWG 488-2SW; MS 12-03; BMP SITE PLAN - FLORAL TRADE CENTER; 01I
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SWMP NO. _SW_M_P_1_5-_12 __ _
PARTY RESPONSIBLE FOR MAINTENANCE:
NAME CARLSBAD RANCH COMPANY, LP CONTACT CHRISTOPHER CALKINS
ADDRESS TT20 AVENIDA ENCINAS
SUITE204
CARLSBAD CA 92011
PHONE NO. 760.431.5500
PLAN PREPARED BY:
NAME BRYAND. SMITH P.E.
COMPANY FUSCOE ENGINEERING INC.
ADDRESS 6390 GREENWICH DRIVE
SUITE 170
SAN DIEGO, CA 92122
PHONE NO. 858.554.1500 CERTIFICATION RCE 75822
I. A-1
A=4.69 AC
(EXISTING SE_LF
MITIGATING AREA,
TO BYPASS)
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• OFFSITE AREA (BASIN A-1)
A=4.69 . •
Q100=3.67 CFS
SEE OFFSITE AREA MAP A-1
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B-1
A=3.70 AC
(EXISTING SELF
MITIGATING AREA,
TO IMP-2)
--
CAR COUNTRY DRIVE
BMPNOTES:
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.
5. REFER TO MAINTENANCE AGREEMENT DOCUMENT
6. SEE PROJECT SPECIFIC SWMP FOR ADDITIONAL INFORMATION
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LEGEND
GRADING LIMIT/PROJECT BOUNDARY
GRADING LIMIT/PROJECT BOUNDARY
PROPOSED CONTOUR
PROPOSED STORM DRAIN
BASIN LIMITS
BROW DITCH
FLOW ARROW
DECOMPOSED GRANITE
ASPHALT CONCRETE
CONCRETE
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---------~--~-----~---------
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____ I
,---; IMP 4
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--
8-2
A=4.17 AC
(EXISTING SELF MITIGATING AREA,
TO BYPASS)
IMP 5
MITIGATION FOR
DMA 8-5
BMPID# BMPTYPE SYMBOL CASQA NO. QUANTITY
HYDROMODIFICATION & TREATMENT CONTROL
IMP-1 -IMP-5 BIORETENTION AREA
TREATMENT CONTROL
TC-1 BIOFILTRATION
DEVICE
SOURCE CONTROL
CD
PERMEABLE
PAVERS
STORM DRAIN
SYSTEM SIGNS
LANDSCAPE
DESIGN
EFFICIENT
IRRIGATION
TRASH
ENCLOSURES
INTERIOR FLOOR
DRAINS
INTEGRATED PEST
MANAGEMENT
TC-32
Iii
SD-20
SD-13
SD-10
SD-12
LJ SD-32
NIA
N/A
IMPLEMENTED LOW IMPACT DESIGN (L.1.D.)
CONSERVE
NATURAL AREAS
MINIMIZE IMP.
SURFACES
DETAIN AND RETA!
RUNOFF
PERMEABLE
PAVEMENTS
DRAIN IMP. TO
PERVIOUS AREAS
DESIGN PERVIOUS
AREAS TO RECEIVE
RUNOFF FROM IMP.
NIA
NIA
NIA
SEE ABOVE
NIA
N/A
5
1
6,935 SF
32
2
• 8-1, 8-3 (MITIGATED), B-6
PRE-DETENTION Qi 00=35.52CFS -, 2
BMP TABLE
DRAWING NO. SHEET NO.(S)
488-2A 14
488-2A 15
488-2A 15
488-2A 5,7
INSPECTION
FREQUENCY
MONTHLY/
RAIN EVENT
MONTHLY/
RAIN EVENT
MONTHLY/
RAIN EVENT
ANNUALLY
NIA
MAINTENANCE
FREQUENCY
SEMI ANNUALLY
SEMI ANNUALLY
SEMI ANNUALLY
AS NEEDED
N/A
CONSTRUCTION
SIGN OFF
CONTINUOUSLY CONTINUOUSLY
I' l !
t !
,!
V
11
N/A N/A
N/A N/A
QUARTERLY QUARTERLY
--.
~-PRE ~DETENTION 0, ~;,.;42.S:lGFS •
POST-DETETNION 0too"'191.92CFS \
~~======-----=-=--==--~=P=OS=T=-D=ET=E=NT=IO=N~Ot---□=:o==:1:_1_:.8~4C=:FS-!=~=~ __ • ~----1 TC 1 _ _
•• c·:.;;,, ----.: ··-·:Ejl .>~--.;~~'-%-.:,;~~~~,-~ -----~. ~ ~~~~~--=--~ =-~:.ea: ~ c=.-:.-~ , -'.~~~-~:-= ~ _, , ~~-,~= -:·_ .... _ ~ ~-:~~~-= ~_:·; ~~ .. -.. __ --, -·_·-·> ---~.:'t~i • ""~~~:,::L.;,;;-~ _.~ .. -==~--~-::._:~.=:;. ;ft :....__::
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TOTAL A=3:T.:, AC
---··-··"--·--· ••
----11----
-SD-~-
->
• 1 ----C-2~_ --~rn--rn .. _ _ __ A=1:57 AC ~IGH RAIE 810-=FIL~IE~R~-
--------------·----. -.. "' ------··•·"·----.
2r.
FROM OMA 8-7
-TOJMR-2 •
RECEIVED
JAN 2 0 2016
VERIFIED BY:
INSPECTOR DATE
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
BMP SITE PLAN
_.-.. .. .. ,, ~,~ FUSCOE
I N e I N I I R I N I
6390 Greenwich Drive, Suite 170
San Diego, California 92122
DA TE INlllAL DATE INITIAL DATE INITIAL
NORTH 40 URBAN FARM
CARLSBAD, CA
SEPTEMBER 2015
RECORD COPY
}'&L 1/22/16
PROJECT NO.
MS 12-03
DRAWING NO.
FUTURE IMPERVIOUS AREA (FUTURE PHASE),""'!~•·---=·~-~~=· --~---~-~<-•·=> /
tel 858.554.1500 ° fax 858.597 .0335
www.fuscoe.com ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL INITIAL olrE 1 488-2SW