HomeMy WebLinkAboutSDP 01-17; LA COSTA GREENS AFFORDABLE SITE; Site Plan....._
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SITE DEVELOPMENT PLAN
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COSTA GREENS MUL TI-FAMILY HOUSING
ElCl,MIHO
REAL
VICINITY M P
NOT TO SCALE
PROJECT NOTES
1. PUBLIC IMc~Ol'Et.lENTS (DRll'EWAY CUTS, UTILITY CONNECTIONS, ETC.) SHOIIN HEREON WILL BE CONSTRUCTED
PER CITY STANDARDS ANO APPROl'ED BY THE CITY ENGINEER PRIOR TO THE ISSUANCE OF PERMITS.
2. AU PROPOSED GRADING 'MLL BE IN CONFORMANCE Wln-t APPUC.A.BLE REQUIREMENTS OF THE CITY ~
CARLSBAD MUNICIPAL CODE.
3. THE PRIVATE DRAINAGE SYSTEM PR~OSED FOO THIS OEl'EL~ENT WILL BE APPROl'ED BY THE CITY
ENGINEER IN CON--'JNCTION WITH THE GRADING Pl.AN RE\'IEW AND PERt.llTTlNG.
4. THE PROJECT WILL COMPLY WITH NPDES. S\lillCB OOOER NQ.gg-08-D'Ml, AND "CONCEPT WATER QUALITY
PLAN FOO THE L• COST• GREENS PROJE:cr (C.T. 99-03; SEPTEMBER 2DD1) IN ADDITION TO THE SWIPPP
FOR, "'LA COSTA MASTER PLAN ANO SUBDIVISION". POST CONSTRUCTION BEST MANAGEMENT PRACllCES
(BMP'S) WILL BE 1"'4PLEM[NT[0 PER Tl-IE S~PP FOR THIS PROJECT, "LA COSTA MULTI-FAMILY HOUSING•.
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5. THE FOLLO'MNG STRUCTURAL BMP'S (PERMANENT NPDES WATER QUALITY BASINS) -.RE TO BE IMPLEMENlED
AND MAINTAINED AS sPEClllED IN THE MANUFACTURES RECOMMENDATIONS, { LOT 18 -
A. PARKING LOT CATCH BASINS WILL H,._VE HYDRO-CARBON REMOVING FlLTER MEDIA. DURING FINAL ENGINEERING, ONE
OF" THE TV«> OPTIONS LISTED BELOW 'MLL BE UTILIZED FOR PARKING LOT FlLTRATION:
1. SUNTREE TECHNOLOGIES, INC. "BIO CLEAN"' MULTI-STAGE FILTRATION FOR CAPTIJRE OF HYDROCARBONS AND DEBRIS.I
2. KRI STAR ENTERPRISES, INC. •FOSSIL FILTER• FlLTRATION FOR CAPTI.IRE OF HYDROCARBONS AND DEBRIS.
s. TOT•L !>TE RUNOff WILL BE' TREATED INCLUDING AU. PARKING LOT B;,s1Ns, BUILIDING ROOF BASIHS AND LANDSCAPE I
BASINS, TREATMENT Will OCCUR AT TERMINUS OF lHE PRIVATE ON-SITE STORM DRAIN SYSTEMS PRIOR TO RELEASE
INTO THE PUBLJC INFRASlRUCTURE STORM DRAINS. THIS STEP ~LL BE THE flNAL REMOVAL POINT FOR \I
HYDRO-CARBON GRIT ANO DEBRIS. \
DURING FlNAL E'IGINEERING, ONE OF THE T'tm OPTICf.lS LISTED BELOW IMU. BE UTlUZED FOR FlNAL SITE TREAT)JENT:
1. VORTECHNIC ENGINEERED STORM WATER PROOUCTS, "VORTECHNIC•, "SWIRL-CONCENTRATOR AND
FLOW-CONTROL FOO REMOV•L Of GRIT, CONTAMINATED SEDIMENTS, METALS, HYOROC•RBONS •ND FLOA1)N G
CONTAMINANTS FROM SURFACE RUNOFr-'.
6. FlRE HYDRANT LOCATIONS ARE APPROXJMATE AND WILL BE INSTAU.ED PER DIRECTION OF THE flRE
DEPARTMENT AND CITY ENGINEER. LOOPING OF MAINS SER\1NG MORE THAN TWO FlRE HYDRANTS WILL BE
PRO-,DED.
7. THERE ARE NO ANTICIPATED PRIVATE EASEMENTS ON THIS SITE.
6. ALL PROPOSED SE~R AND STORM DRAIN FACILITIES SHO~ ON THIS EXHIBIT AAE PRIVATE.
9. ALL RETAINING WAU.S INDICATED Oflt DRA~NG Will BE OF A PLANTABLE TYPE WALL SYSTEM 'M-lERE SHOv.N.
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R /W 60' R /W
30' 30•
10' 20' 20' 10' . 5' 5' I 5' 5' •
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PLANTER ISL•NDS TD BE
B' MIN. IN \IIIOTH (TYP.)
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:J EXIST. e· TYPE ·G· r-------/ -'\ --c~l ! ~CURB .II GUTTER
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DOVE LANE/STREET "B"
TYPICAL STREET SECTION (EXISTINGI*
NO SCALE
MASONRY SCREEN
WAI.I. (TYP.)
\
\ * JWPRO~ENTS PER T.M. ~-OJ ARE SHO~ ON nns DRA•G ~ EXISTING. IT
IS ASSUMED THAT THEY Will. BE APPRO~ MID CONSTRIJClEO PR1~ TO THE
PERMI TllNG ~ THS PROPOSED HCIJSIHG PRO..ECT.
q_
R/w 101'-102· I R /W
51' I VARIES 50'-51'
I 10· 41' ' 41' 9'-10'
• 31' 10' I -<' 37' S' S' •
I ':l! 7" '7• ~ I :::, EXlST. -
• TYPE "G" I ~ CURB & GU)r
A--J:.::,l--l"' ( --------r-~-"' Jr~ -----S-_-:J
ALGA ROAD
Lor 16
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M AIN ACCESS DRIVEWAY
IS APPROXIM;, TEL Y 300'
FROM INTERSECTION Of
DOl'E LANE ANO •e• ST.
lrore-
1-2· DOMESTIC WATER SER-,CE
1-2" IRRIGATION SER-,CE
TYPICAL STREET SECTION (EXISTING)
SIGHT DIS !INCE CLEAR
EASEMENT ON DOWN
SLOPE TO E GRANTED
BY M.STER DE\£LOPER.
11+29.18 DOV£
1+00.00 PRIV
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DISTANCE BET'NEEN
DRIVEWAYS IS
APPROXIM•TELY 480'
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-.,,.y,,..? ,,. , h.,,. 9o / ,,.,_, ,,,,, ~-/>-:" ,,-;"-.,, ,...._o PLANTA I _,'/ -"
,,, ,✓• ~ ,_ -RET. W
' --(TYP.l _---£::..;,.
PROPOSED 20' WATER
ICIPAL WATER DIS , E•SEMENT TO c;,RLSB--'---'-'--\➔~~\-..,-...,-~;d".'.;:_
EXISTING 20' WIDE U/G
c;,BL[ TV, UTILITY
EASEMENT TO ADELPHIA
COMMUNICA TlONS,
62-25457< B/17 /62
86-412042 9/16/86
86-412543 9/16/86
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SETEACI<
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LEGEND
DESCRIPTION
PRO..ECT BOUNDAAY ________________ _
RIGHT C.:-WAY ___________________ _
EXISTIHG CONTCIJR
PROPOSED CONTOUR
E)(ISTlNC SLOPE (2,1 M,'JC.) ______________ _
PR~OSEO SLOPE (2: 1 MAX.) ____ (VARIES SEE PLAN) ___ _
EXISTING SPOT ELEVATIQII _______________ _
PROPOS£D SPOT EL.£VA110N
PROPOSED GRAOtNC OA'Yt.JGHT LINE ____________ _
EXISTING CURB 41: GIJTT[R
EXISTING CONCRETE SIOEWAU<
PROPOSED CONCRETE CURB (PVT.) __________ _
PROPOSED ROLi.ED CURB (PVT.) ____________ _
PR~OSED CONCRETE CURB .II GUTTER (PVT.) _______ _
PROPOSED A.C. PA\£MENT _______________ _
PROPOSED CONCRElE PA'vDIENT _____________ _
PROPOSED MA~RY RETAINING WALL SYSTEM ________ _
PR~OSED PL;,NT.aLE TYPE RET.IINING WALL SYSTEM _____ _
PR~OSED MASONRY SOUND/SCREEN WAI.I. SYSTEM ______ _
PR~OSED DRWEWAY ________ SORSO G-11, (R•15') __
PROPOSED CONCRE.lE SWALE (PVT.) ____________ _
PR~OSEO STORM DR.IIN (PVT.)
PROPOSED CATCH BASIN/CURB INLET/C.O. (PVT.) _______ _
PROPOSED CATCH B•SIH/CURB INLET -SEE NOTE 5,A.. ____ _
PR~OSED VORTECHHIC STORMW•TER CONDITIONER •SSEMBLY __ _
P-OSED CONC. BROW DITCH (PVT.) __________ _
?ROPOSEO WAlER SER\i\CE ______________ _
PR~OSEO flRE HYDRANT
PR~OSED 2" WATER SER'1CE ____________ _
PR~OSED SEWER (PVT.) ______________ _
PR~OSEO SEWER MANH(ll (PVT.)
PR~OSEO SEWER CLEANCIJT (PVT.)
EXISTING STORM DRAIN
[)OSTING CURB INLET/CLEANCIJT ____________ _
EXISTING WATER MAIN ________________ _
EXISTING w;,TER SER'1CE ---------------
EXISTING WAlrR L..A1£RAL _______________ _
EXISTING IRRIGATION SER\IICE ---------------
EXISTING FlRE HYDRANT
ElCISTlNG SEWER MAIN
EXISTING s• SEWER LATERAL
EXISTING STREET LIGHT
EXISTING ELECTRIC
EXISTING H.P. GAS
EXISTING JaNT UTILITY TRENOi
LEGAL DESCRIPTION
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PROPOSED LOT 15 OF LA COSTA GREENS PER UNRECORDED MAP CARLSBAD TRACT NO, 99-03
AS B£1NG PREPARED BY o•o;,y CONSULTANTS, INC.
BENCH MARK
sm. STREET SURl'EY MONUMENT ;, T STA. 2811+69 EC ON CENTERLINE Of EL C•MINO REAL PER
SAN CMEGO COJNTY VERTICAL Car41RCI...
ELEVATION: 311 .407 M.S.L
SCHOOL DISTRICT
CARLSBAD UNIFlED 50-tOO.. DISlRICT
WATER DISTRICT
CARLSBAD MUNlaPAL WA'TER DISTRICT
POTABLE WATER DEMAND, 110 GPII (Al'ERAGE), 370 GPM (PE•K)
FlRE FLOW w;, TER DEMAND, 3000 GPM (O ;,?AATMENT)
1RRIG•TION w;,TER 0£MANO: 1DD GPM
SEWER DISTRICT
lflJCAOtA COUNTY WA TrR DISTRICT
SEWER GENERATION, 0.038 MGD (•VER•GE)
SUMMARY TABLE
STREET ADDRESS: 001£ LANE A.P.N. 215-05-215
CARLSBAD, CA 92009
!>TE AAE;,: 12.67 ;,CRES (APPROX.) GROSS; 9.20 ACRES (APPROY) NET
EXISTING Za-.lNG: PC
ElCISTlNG GENERAL PL;,N LANO USE OE!>GN• TlON: RMH
PROPOSED LAND USE: Pl.ANNEO COMMUNITY DE\'£LOPMENT
TOTAL BUILDING COVERAGE: 2.5.J ACRES
8UILOINC SQUARE FOOTAGE: 110,580 S.F.
PERCENT LOT COl'ERAGE; 20ll
PERCENT LANDSCAPIHG: 48ll
REVISIONS
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PAAKING sP•CES, REQUIRED; 387.50 • STAND•RD
HANDICAP
PR0'10ED; 387
10
ST~mr------t-1-' > w HANDICAP
391.50 TOTAL 3g7 TOTAL
NET OE~LOPABL£ ACR£ACE: 9.2 ACRES
~EN/RECRE• llONAL SPACE: PER UNIT; 433 S.F. PRO.ECT; 46,ooo·s.F.
PROPOSED OEN!>TY: 1l!O DWEWNG UNITS (DU) ~,;,TIO, 14.2 DU/•CRE (GROSS)
AAEA Of SITE UNDl'l'ELOPABLE PER ZONING ORDINANCE SEC. 21.53.230 J.< ACRtS
A'w£RAGE DAILY TRAmC: 14-40 AOT'S
OENSI TY BASED ON NET ACREAGE: 1 g_ 5 DU/ ;,cRE
SITE GRADING DAT A . '.
TOTAL SITE AREA, 12.87 ACRES GROSS
.,
TOTAL AMOUNT Of SITE TD BE GRADED: g,o± ;,CREs.
PERCENT Of TOTAL !>TE GR;,0£0: 1D0ll.
AMOUNT CUT: 8, 700± CUB1C YARDS; MAXlMUM DEPTH OF CUT: J FEET±
AMOJNT Flll: 54,500± CUBIC YARDS; MAXIMUM DEPTH Of FllL: 10 FEET±
MAXIMUM HEJGHT OF flLL SL~ES: 3 fEEH AT 2,1 SL~E RATIO.
MAXIMUM HEIGHT OF CUT SLOPES; 5 fEEH ;,T 2:1 SL~E RATIO/ RET.IINING WAI.I.
AMOUNT OF IMPOOT SOIL: 45,SOO± CUBIC YARDS.
DEVELOPER
DOVE FAMILY HOUSING ASSOOA'Tr:S, LP.
C/0 COMMUNITY HOUSNG Of NOOTH COUNTY
1820 S. ESCONDIDO BOULEVAAO. SUITE 101
ESCONDIDO, CA 92025
PHONE: 750-4-32-8878 x.515
FAX: 760-,32-8883
A TIN: MR. DA v1D RICKER
ENGINEER OF WORK
STEVENS CRESTO ENGINEERING, INC.
9620 CHESAPE•KE DRll'E
SUITE 107
SAN DIEGO, CA 92123
PH(llj[: (858) 1594-5660
FAX: (858) 694-5661
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OWNER/MASTER DEVELOPER
REAL ESTATE COlLATERAL MANAGEMENT COMPANY
A DELAWARE COOPOOATlON
C/0 MORROW' DE\.£LOPMENT
1903 \lilllGHT PLACE
CAALSBAD, c;, 92008
PHONE: 760-929-2701 EXT. 105
FAX: 760-929-2705
A TIN: MR. FRED ARBUCKLE
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DATE, 01/25/02 < 1---------1!
SCE NO. 01007.01 ! i,---------1
SHEET I
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Z05190
PROJECT UTILITY NOTES
1. THE PRIVATE DRAINAGE SYSTEM PROPOSED FOR THIS DEVELOPMENT 'MLL BE APPROVED BY THE CITY
(NGINEER IN CONJUNCllON tMll-4 THE GRADING PLAN REVIEW AND PERMITllNC.
2. THE PRO.£CT \IIILL COMPLY \IIITH NPOES, SYIRC8 ORDER N0.99-08-DWQ, AND "CONC£PT WATER QUALITY
PLAN FOR THE LA COST,&. GREENS PROJEcr (C.T. 951-0.3; SEPTEMBER 2001) IN ADDITION TO THE S'NPPP
FOR, "'LA COSTA MASTER PLAN AND SUBDl"1Sl0t-t. POST CONSTRUCTION BEST MANAGEMENT PRACTICES
(BMP'S) Will. BE IMPLEMENTED PER -rnE SWPPP FOR THIS PRQ..E:CT, "LA COSTA MULTI-FAMILY HOUSING".
3. THE FOLLO'MNG STRUCnJRAL BMP'S (PERMANENT NPOES WATER QUALITY BASINS) ARE TO BE IMPLEMENlEO
ANO MAINTAINED AS SPtClFlEO IH THE MANUFACTURES RECOMMENDATIONS,
A. PARKING LOT CATCH BA5aNS 'NILL HA'v£ H'YORO-CAA~ REMOVING FILTER MEDI,-,. DURING FlNAL ENGINEERING, ONE
OF THE TWO OPTIQ.IS USTEO BELOW WILL 8E UTILIZED FOR PARKING LOT Fll TRA TION:
1. SUHTREt TECHNOLOGIES, INC, "8'0 CLEAN' MULTI-STAGE FlLTRATION FOR CAPTURE OF HYDROCARBONS AND DEBRIS,
2. KRI STAR ENTERPRISES, INC. "FOSSIL FlLTER" FlLTRATIOH FOR CAPTURE OF HYDROCARBONS '-NO DEBRIS.
B. TOTAL SITE RUNOFF WILL BE TREATED INCLUDING ALL PARKING LOT BASINS, BUILDING ROOF BASINS AHO LANDSCAPE
BASINS. TREATMENT 'MLL OCCUR AT TERMINUS Of THE PRIVATE ON-SIT'E STORM DRA.IN SYSTEMS PRIOR TO RELEASE
INTO THE PUBLIC INFRASTRUCTURE STORM DRAINS. THIS STEP 'MLL BE THE FINAL REMOVAL POINT FOR
HYDRO-CARBON GR1 T AND DEBRIS,
DURING FINAL ENGINEERING, ONE Of THE TWO OPTIONS LISTED BELOW ~ BE UTILIZED FOR FINAL SITE lHEATMENT:
1. VORTECHNJC ENGINEERED STORM WATER PROOUCTS, •VOR.rtCHNIC". "SWIRL-CONCENTRATOR AND
FLOW-CONTROL FOR REMOVAL OF" GRIT, CONTAMINATED SEDIMENTS, METALS, H'l'DROCARBONS ANO FLOATING
CONTAMINANTS FROM SURFAC£ RUNOFF".
2, ..ENSEN PRECAST. ·srORMWATER INTERCEPTORS. MULTI-CHAMBER FlLTER, • ... FOR PRCf>ER HANDLING OF
STORMWATER CONTAINING GREASE. OIL. SAND, NUTRIENTS, CHEMICAL, OR OTHER POLLUTANTS HARMFUL TO
THE PUBLIC OR PRIVATE STORM DRAIN SYSTEM OR THE WATER CQURSE INTO WlilCH THEY FLOW",
-4. FIRE HYDRANT LOCATIONS ARE APPRO>OMATE ANO Will B[ INSTALLED PER DIRECTICN Of lHE FlRE
DEPARTMENT ANO ClTY ENGINEER. LOOPING OF MAINS -1,NG MORE THAN T\IIID F1RE HYDRANTS \IIILL BE
PROl,otD,
5. n-tERE AR£ NO ANTICIPATED PRIVATE EASDIENlS ON lHlS SITE.
6, .'ill PROPOSED SEVIER ANCt STORM DRAIN FAaUTIES SHOWN ON THIS EXHIBIT ARE PRIVATE.
LA COSTA
SCALE; 1 •-,0• ah •. / __ ___,)'
LOT 40
LOT 16
SCHEMA TIC UTILITY PLAN
GREENS MUL TI-F AMIL V HOUSING
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LEGEND
PESC81PTIAN
PRO.ECT BOONO-"RY
RIGHT CY WAY _________________ _
tXlSTING OIJR8 ,le GUTTER
EXISTING CONCRETE SIOEWAU<
PROPOSED CONCRETE CURS (PVT.) __________ _
PROPOSED ROLLED CURS (PVT.) ___________ _
PROPOSED CONCRETE OURe ,le GUTTER (PVT.) _______ _
PROPOSED CONCRETE PAll[M{NT ____________ _
PROPOSED STORM DRAIN (PVT.)
PROPOSED CATCH BASIN/CURS INLET/C.O. (PVT.) ______ _
PROPOSED CATCH BASIN/CURS INLET -SEE NOTE 3.A. ___ _
PROPOSED -.oRTECHHIC STORM WATER CONDITIOH(R ASS[MBl Y __ _
PROPOSED CONC. 8AOW DITCH ____________ _
PROPOSED WAlER S£Rw:t: _____________ _
PROPOSED FlRE H'r'DRANT ______________ _
PROPOSED 2'" WATER SER"a: ____________ _
PROPOSED SEWER (PVT.) _____________ _
PROPOSED SEWER MANHOLE (PVT.)
PROPOSED SEWER CLEANOOT (PVT,)
ElOSTIHG STORM DRAIN
ElOSTING CURB INLET /Cl.EAHOUT ____________ _
OOSTING WATER MAIN _______________ _
EXISTJrilG WAl'ER SER'4CE ---------------
EXISTING WATER LATERAL ______________ _
ElOSTING IRRIGATION SER"1C!: --------------
EXISTING FlRE HltlRANT
EXlSTINc; SEWER MAIN
[XlSTIHC e• SEWER LATERAL
EXlSlll<G STREET LIGt<T
o:JSTING El.ECTRtC
EXISTING H.P. GAS
E>aSTlNC J0tN T UTIUTY TRENCH
WATER DISTRICT
CARLSBAD MUNICFAL WATER D!SWCT
S:XVBOL --
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POTA8L.t WATER DEMAND, 110 Cl'M ('->O<AGE), 370 Cl'M (PEAK)
F1R£ FLOW WATER D£MANO; JOOO Cl'M (0 APARTMENT)
IRRIGATION WATER OEM.a.ND: 100 GPM
SEWER DISTRICT
lEUCAOIA COUNTY WATER DtS~ICT
SEWER GENERATION: 0.038 IIGO (AVERAGE)
ENGINEER OF WORK
STE'IENS CM:STO ENGINEERING, INC,
91120 CHESAPEAKE ORI\IE
SUITE 107
SAN DIEGO, CA 92123
PHONE: (85ft) 8Sl4-M80
FAX: (858) 894-S&e~
M~4.b¼ • 35502
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REVISIONS
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DATE; 01/25/02 ' I
set HO. 01007.01 !
SHEET
I C-2
2 OF "4 SHEETS