HomeMy WebLinkAboutDWG 480-9SW; PIP 89-08A; BMP SITE PLAN - FLORAL TRADE CENTER; 01=
•
OMA LIMIT
,_
•
----@ N0.1
··f1-----______L._--_l__-
·r
•
I
=1 t 1• ·.1------------l-----+---
: l· •
~,-,1-1·:
·'
•
,j'f,.
OMA LIM 0·.'·.•----~------,--
I
I
I
--
~ -=== :V -=== ==
• • ' ' .
. ·----
'·•---
. ,
I
. ~
• •
' ' £
'G, INC.
Surveying
/y/;<L
San Diego, CA 92108
(619) 296-5564
•
DRAIN
GE@)
·1 • . • r.' ·, ,
,.
--
===5') ===
AVENIOA ENCINAS
• •
• _-mJ / ___ J
·""'· 0.t 5==} .~ ~ ... • :_::_--• . .
• • CJ , • 4J
• • n'•""f--_ "
\')
• . . . -,
• • @
' ' ~[;¥~..,..;,,:a • ,,___@.
. '
-,·:. --. I:, • • ---'
==2) -== ::::::::::: ~YJ ==
10'
~
••• . . , ♦ + + + . , ' . . .
14'
__ ,.,
---.. --• • --' ..
• • • ---' , . ---' . ' ---.. • • ,
• ----.. • --.. • ' ' ---. • . '
~"'~
='" / I
I I
BIORETENTION
,., ,:., "-,. _•,•,, MIN.
4
• _f_ s.EC-·Tl···oN c~c•.· ·.,. ,,
t.X1ST _J-.. .. ,;--7---1 _\ __ _ cr/Ou•,-o '1 , ____ -..:.:~~~✓.-:.~
PROPOSED NOTCHED
CURB & GUTTER
I I
@:Fso =; I
IMPERVIOUS
PVC LINER
PER SOILS REPORT
BOTTOM ELEV.
PER PLAN
J'-"'-'-1--,.-c,;..,,;y"c--'=ct-PROPOSED 2: 1
BIORETENTION
SECTION A-A
NOT TO SCALE
SLOPE
ENGINEERED SOIL MIX (18" DEEP)
PERGOLA TION RA TE 5 IN/HR MIN.
4" PERFORATED
PIPE WITH 1'X5'
GRAVEL SECTION
I
• •
LEGEND
SYMBOL DESCAIFTION
LANDSCAPE (PROPOSED)
+ + + + + + + +++++++ +++++++ + + + + + + + + + + + + + + + + + + + + +
BIORETENTION PER CASQA TC-32 (PROPOSED)
BMP ID#
DRAINAGE STRUCTIJRE FLOW
SURFACE FLOW
PAVEMENT/BUILDING
BMP TYPE SYMBOL CASQA NO. QUANTITY
TREATMENT CONTROL AND HYDROMODIFICATION
@ BIORETENTION ... + + + t • ++++++ TC-32 2 AREA + + -t + + • + + + + + +
LOW IMPACT DESIGN (L.1.D.)
® 'HMP +++++• ++++++
FACILITY + + .. + t • -1 ++++++
SOURCE CONTROL
0 STORM DRAIN [ffi SD-13 SIGNAGE 7
(I) TRASH !TR! SD-32 ENCLOSURE 2
SITE DESIGN/ ~ SD-10 ® LANDSCAPE 1 EFFICIENT 00 SD-12 IRRIGATION
V1 V2
CF CF
1. '
>----c.J" 12·
BMP TABLE
9.0'
1.5' PROPOSED NOTCHED
CURB & GUTTER
ENGINEERED SOIL MIX (18" DEEP)
5"/HOUR MIN. PERGOLA TION RA TE
RATE
4" PERFORATED
PIPE WI TH 1 'X5'
GRA \'EL SECTION
BIORETENTION
SECTION F-F
NOT TO SCALE
*HMP FACILITY AS PART OF THE BIORETENTION
DRAWING NO. SHEET NO.(S) INSPECTION MAINTENANCE CONSTRUCTION
FREQUENCY FREQUENCY SIGN OFF
-1 AS NEEDED 2 TIMES A YEAR
-1 AS NEEDED 2 TIMES A YEAR
. 1 AS NEEDED AS NEEDED
. 1 AS NEEDED AS NEEDED
-1 AS NEEDED AS NEEDED
HMP SIZING TABLE
V1 V2 TOTAL ORIFICE AREA ORIFICE AREA
CF CF SQUARE INCH INCH
REQUIRED 1,157 695 PROVIDED 1,304 1,553 0.13 0.41
____ -,--DMA LIMIT
OMA
OA1
CONCRETE/ ASPHALT
LANDSCAPE
DECOMPOSED GRANITE
TOTAL AREA
tlQ1E.
OMA
AREA
(SF)
132,622
114,300
6,377
253,299
TOTAL IMP AREA CALCULATION
POST-PROJECT
SURFACE
TYPE
CONCRETE/ASPHALT
LANDSCAPE
DECOMPOSED GRANITE
OMA
RUNOFF
FACTOR
1.0
0.1
0,4
OMA AREA X SOIL TYPE
RUNOFF
FACTOR "D"
132,622 IMP SIZING
FACTOR
11,430
2,550 (WM ONLY)
146,602 0,04
IMP NAME
BIORETENTION FACILITY
PROPOSED
MINIMUM AREA AREA
5,864 6,000 I IMP AREA
ALTHOUGH NOT AUL NEW PAVEMENT AREAS DRAIN TO THE PROPOSED BIORETENTION BASIN 9.0'
AN EQUIVALENT EXISTING PAVEMENT AREA WlLL DRAIN TO IT WHICH WlLIL BE TREATED INSTEAD
SWMP NO.: • I 3 -2,_Lt
MAINTENANCE AGREEMENT DOCUMENT: YES NO
RECORDATION NO.:. ____ _
PARTY RESPONSIBLE FOR MAINTENANCE:
1.5'
IMPERMABLE
1.5' PROPOS[D NOTCHED
CURB & GUTTER
. .,__.__ ENGINEERED SOIL MIX (18" DEEP)
5"/HOUR MIN. PERGOLA TION RA TE
RATE
NAME: THE MART-CARLSBAD, LLC
ADDRESS:22115TH STREET
CONTACT:-PETER SPENCER , PVC LINER --"i,;..,i;;,;;--;;-~<,J 5 SIDES AND BOTTOM
DEL MAR, CA 92014
PHONE N0.:858.3501828
PLAN PREPARED BY:
NAME __ -'KA=MACCLCCSC...SC-'WC..:E::.:IS:__ __
COMPANY K&S ENGINEERING
ADDRESS 7801 MISSION CENTER CT.
SUITE 100
SAN DIEGO, CA 92108
PHONE NO. 1619) 296-5565
BMP NOTES:
CERTIFICATION_. ___ _
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.
No. 48592
EXP 6/J0/16
CIVIi..
PER SOILS REPORT · '·
4" PERFORATED
PVC PIPE IE
PER PLA
JO" MIN.~ 3/4"-2" WASHED
CRUSHED ANGULAR STONE
BIO RETENTION
SECTION E-E
NOT TO SCALE
I
CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT 1
BEST MANAGEMENT PLAN
5600 A VENIDA ENCINAS
(FLORAL TRADE CENTER)
POST-COl§TRQ_CTION BMP
APPRO ED://../ ~ . 7-c."1-1-( GLEN K. YAN PESKI S)
// y'-c. '.'. +'<l, J'"A5o,v 6cLD€/Lf Fu,e,_.
ENGINEERING-MANAGER PE 41204 EXPIRES 3 31 2014 DATE
OWN BY:-=-
CHKD BY: ___ 1
RYWD BY:
PROJECT NO.
PIP-89-8-A
DRAWING NO.
480-931,,;