HomeMy WebLinkAboutDWG 482-7SW; CDP 13-30; BMP SITE PLAN - DE ANDA RESIDENCE; 01BUB/A
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BMP ID# BMPTYPE SYMBOL
TREATMENT CONTROL
CD BIO RETENTION ;;;,r::u·.-.:,_ •~-•w:· -·:;,,,,_ I -l· ,. -1
AREA ~I.?~',,1;!1,,.1~1~
® BIO RETENTION ,!h'R~c'iiiJi1!_.,
AREA fGfa\lY~tt
® FLOW THROUGH ·•'")'•·~'iii'"' ·;;,·';, 1'•"'.;l'--X~,:I
PLANTER , ,}°1~ 'ii; ' "?°" ;;;;,,1:¼!•!,1,i;'f//>..c',1
0 FLOW THROUGH qi,11· 1(.1· ·11
PLANTER .rt:1~i -, :I ~,.,..,.,..,..,,_~,, , ..
® FLOW THROUGH
PLANTER .; -~-;•1." • 'i! ,,·,~ .. • ''i'~· .. ·!''
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LOW IMPACT DESIGN (L.I.D.)
SOURCE CONTROL
SIGNAGEAND NA STAMPAGE
INTEGRATED PEST NA CONTROL
REFUSE AREAS NA
®-® ROOF DRAINING TO fl LANDSCAPING
I
X 10.5
X/16
CASQA NO. QUANTITY
TC-32 1 EA
TC-32 1 EA
TC-32 1 EA
TC-32 1 EA
TC-32 1 EA
SD-13
SD-32 1 EA
SD-11 4EA
X 20.6
X 26'.5
BMP TABLE
DRAWING NO. SHEET NO.(S) INSPECTION MAINTENANCE
FREQUENCY FREQUENCY
482-7A SHEET 1 PRIOR TO STORMS BIANNUALLY OR QUARTERLY
482-7A SHEET 1 PRIOR TO STORMS BIANNUALLY OR QUARTERLY
PRIOR TO STORMS 482-7A SHEET 1 BIANNUALLY OR QUARTERLY
482-7A SHEET 1 PRIOR TO STORMS BIANNUALLY OR QUARTERLY
482-7A SHEET 1 PRIOR TO STORMS BIANNUALLY OR QUARTERLY
SHEET 1 BIANNUALLY ANNUALLY
NA MONTHLY QUARTERLY
SHEET 1 WEEKLY MONTHLY
PRIOR TO STORMS BIANNUALLY OR QUARTERLY
X 318
CONSTRUCTION
SIGN OFF
LEGEND
DIRECI/ON OF FLOW
PROPERTY LI/IE
ROOF /HARDSCAPE
(IMPH/MEABlE)
PEJl)IEA8l£ PA ',ff/S
lANSCAPII/G
BIIJIIEIENI/ON IMP AREA
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STORMWATER POLLUTION CONTROL
POST CONSTRUCT/ON BMPIIMP NOTES
/. All lMPERflO/JS AREAS »1/H/11 /HE SITE SI/All ORAi/i TO APPRO'ifJJ
BMPAMP FACILII/ES Al/DIOR TO CIWH OR LAIIDSCAPm AREAS /HIii AD(QIJA IE GRO/JNDCO'tfl/ PRIOR TO DISCHARGE FROM /HE SITE. All
IMPERWXJS AREAS MUST SLOPE IDWARD THE APPROlfD BMPj/MP FACILITY
A/ID/OR /HE GRAVELjlANDSCAPm AREA.S:
l 110 DRA/1/S SHAll BE II/STAL1£D IN HARDSCAPf,,, DR/l,fJl'A,Y;S;, OR AIIY 0/HER IMPER~OIJS AREA UN/£SS /HE FLOW FROM /H[ Di/All/ D!SCHMGES TO AN
ADEQIJA It IMP jBMP.
J. DR/!,fJl'A iS' SHAll HA ',f A Mill/MUM IX CROSS SLOPE IDWARD /H[ IMP IBMP AREA OR HA ',f A/10/HER APPRO'ifJJ DRAINAGE S'(STfM THAT IS DES/GNEJJ TO
CDl.1£CT RUNOFF A/ID DISCHARGE IT 7D All ADEQIJA IE IMP jBMP.
{ All STORMWATER IMPIBMP FAC/Lll/ES S//Oltll HERE0/1 SI/All NOT B[ MOO!Flm OR AllERJJJ 'rtllHOIJT A PERMIT FROM /H[ CITY.
5. /H[ IIISTAllAl/0// OF ADDII/ONAl IMPERflOUS S/JRFACES NOT S//Oltll 011
/HIS PLA/1 MAY REQUIRE THAT /HIS PLAII BE RillSED OR /HAT A SEPARATE
ENG/1/EERII/G PERMIT BE OBTA/1/ED.
SWMP NO. ~1~4-=07 __ _
MAINTENANCE AGREEMENT DOCUMENT: YES_X_ NO
RECDRDATION NO. ____ _
PARTY RESPONSIBLE FOR MAINTENANCE:
NAME _ _,,'vff,Ofl==ICA~DE~All=DeuA~--
IM TVRl)IJO/SE DR
CNILSBAD, CA 92011
PHONE NO. 760-505--8399
PLAN PREPARED BY:
NAME ~NCENl L SM/PO
COMPANY SAWPQ ENGINEERING INC.
ADDRESS 171 SAXONY ROAD 51JITE 2/J
EN0/1/TAS. CA 92024
PHONE NO. 760-4J6-IJS60
BMP NOTES:
CONTACT ',ff/ON/CA DE Al/DA
PHONE NO. 760-505-8399
CERTIFICATION RCE #173
1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS AND 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.
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[XIS 111/G RESIDENCE
/Sf FF 165.6 .. ••. CONCRU(. I 2ND FF 111.4 nn.,-,,...,;,, ,; •
RE/EN /ION AREA SHALL BE
LEVEL AND DEPRESSED A
MINIMUM OF 6" FROM THE -
SURROUND/NG GRADE
TIE 1• PERFORAfED PVC PIPE INTO RISER-
1/[A'IY DU!Y,
NON-PEIIMEABLE LINER ALO/IC
SIDES AND BOTTOM AS 1/EOUIR[O BY SOILS [/IC/NEER.
DEEP ROOfED, DENS[. OR OUCH r
TOLERANT PLAN/INC SUITABLE FOR lt[LL 01/AII/ED SOIL /4 ;:PROVED CRAI[ /I/LU
ARDWOOD 'l (I.oil
. ULC// sDR(~\;
21" /.1/N. EIIG/1/ffRED SOIL
'SEE NO/[ BELOW
2-J"IOF 3/8" GRAVEL
==i0=2-J" COVER OVER PIPE
J/1" CHUSIIED ROCK
4" PERFORA/ED PVC PIPE
'PlACE PIPE WITH PERFORATIONS
'F,fC/Nll/JOW/1
/IE 4-6" PVC PIPE ro
S TOR/JDRAIN S'fS /EM
BIORE"fENTION DETAIL FOR IMP IA\ ===============11:=jrs ½}
'BIORETEN /ION 'ENC/1/ffR[O SOIL LA YEii SHALL BE 1.1/NIMUM 18" Dff P'SIINDY LOA!./ SOIL MIX Yd/II 110 MORE Tl/All 5¼ CLAY CONTENT. THE MIX SIi/iLL CONfAIN 50-60¼ SA/ID, 20-JO% COMPOST OR 1/ARDWOOD MULC/1, AND 20-30% TOPSOIL
"3/4" CRUSHEO ROCK LAYER SI/ALL 8[ A MINIMUM OF 12" BUT MIIY BE DEEPENED TO /I/CREASE //IE INFILTRATION AND STORAGE
AiJILITY OF ll/E BASIN.
/HE EFFECIIVE AR[A OF Ill[ BASIN SHALL BE LEVEL AND Sf/ALL BE SIZED BASED ON fNC/NlfAS STORMIYAIER 1./ANUAL
CALCULATIDIIS. T'fPIC~LLY, ll!E SURFACE AREA OF Tl/[ B/ORETENIION BASIi/ iS 4¼ OF THE IMPERWOUS AREA DI/AINI/IC TO tr.
1 .•
VERIFIED BYr
INSPECTOR DATE
I SHE,ET I CITY OF CARLSBAD I SHE,ETS I 1----+---+------------------t----+----,1---1----1 ENGINEERING DEPARTMENT
l----+----+------------------t---+---'11---t----1 . .-• I
l------+---1------------+---+-----+---+----l SECTIONS[)[ N[)if:i/Mf~/t✓J-14
-~, .• J __.. \ 1J:'PAPN: 155-140-·41'?, __ . ;,-,,.-, -[\"11'!\ ~ _ _,,.,...
JASON S. GELDkRT .. flE'~63912 EXPIRES 9 30 14 DATE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY, __ _
CHKD BY; __ _
RVWD BY:
PROJECT NO.
COP /3-30
DRAWING NO.
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