HomeMy WebLinkAboutCT 96-04; BROOKFIELD MEADOWS; Tentative Map ExhibitP/L
5.
EXISTING IMPROVEMENTS
GO'
C/L 20'
P/L
\_e• TYPE "G"CuRB 4"P.c.c. SIDEWALK.,
180TH SIDES) (BOTH SIDES) "
TYPICAL SECTION XANA WAY
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~ GENERAL ACCESS ANO UTILITY.EASEHENT7 ! . cf · I 2• P.U.E.
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1. 32" 5'
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' JA i 2,:
6" CURB o ~fh...,...,_.--_..,,J,;} ...... --r.,,,
0
GUTTER
TYPICAL SECTION
PRIVATE STREETS
C/L, 10• EASEMENl TO
S.0.G.~ E. REC. ll/I5185
AS F/P NO. 85-43C379
NOT TO SCALE
~ C/L, 20·, . EASEMENT ~0 SAN
~ MARCOS COUNTY VATER
DIST. REC. 2/28/87 AS
F/P·NO. 87-099638
<TO BE VACA TED)
I
SITE
VICINITY MAP
NOT TO SCALE
LEGAL DESCRIPTION
LOT 22d, ANO A PORTION OF LOT 223. CARLSBAD
lRACT NO. 84-23. IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
ACCORDING TO MAP THEREOF NO. 11241. RECOROEO
IN THE OFFICE OF ThE COUNTY RECORDER OF SAID
COUNTY.
/
P/L P/L
TYPICAL SECTION
~--.\.. ....
1f .
2• P.U.E. /~" ,
. / </-(} /, v·
c,'\. ,
"
......
. -' --. . . -.
APPROVED
TENTATIVE MAP
CT 96-04 / PUD 71(8) / HOP 96-4 / SOP 96-07
BROOKFIELD MEADOWS
LEGEND
SUBDIVISION BOUNDARY ... ------
SANITARY SEWER ......... ---~s-~o
IIATER MAIN ........... .. --w-
STORM DRAIN ........... ~ = ::::tQl:: =:
CUT/FILL SLOPE ........ .
PAO ELEVA1JON ......... .
LDT NUMBER ............ .
STREET LIGHT .......... .
.•
FIRE HYDRANT.C[XISTING) -
1
Q-----o
NOTES:
1. ASSESSOR'S PARCEL NUMBERS, 223-021-18 ~ 223-353-27
2. TOTAL NUMBER OF SINGLE FAMILY DETACHED RESIDENTIAL LOTS IS 29.
(3500 S.F. MIN.)
3. ZONING, RDM-0 (EXISTING ANO PROPOSED)
4. GENERAL PLAN DESIGNATION, RM (EXISTING AND PROPOSED)
5. LOCAL FACILITIES MANAGEMENT ZONE, 5
5. TOTAL AREA, 4.39 ACRES GROSS -3.70 ACRES NET
7. PUBLIC SER\'iCES ANO DISTRICTS,
SEWER, VALLECITOS WATER DISTRICT
WATER, VALLECITOS SEWER DISTRJCT
SCHOOLS:SAN MARCOS SCHOOL DISTRICT
FIRE PROTECTION, ~lTY OF CARLSBAD
GAS~ ELECTRIC, S.D.G.c E.
TEL~PHONE, PAC:FIC BELL
STORM DRAIN, EASEMENlS AND
IMPROVEMENTS BY THE
CiTY OF CARLSBAD
I 8. SITE ADDRESS, /3180 CORINTIA STREET
9. AVERAGE DAILY TRAFFIC, 290 TRIPS
JO. PROPOSED DENSITY, 6.6 OU/AC GROSS, 7.8 OU/AC NET.
11. SETBACKS: FRONT 20' (UNLESS SHO~N OTHERWISE>
SIDE 5'
REAR 5'
12. ESTIMATED GRA~ING OUANTITIES,
2935 C.Y./ ACRE
CUT
FILL
EXPORT=
13,470 C. Y.
IO,I60 C.Y.
3,310 C.Y.
13. TYPICAL LOT DRAINAGE PER CITY OF CARLSBAD STANDARD D'~G. NO. GS-15.
EXCEPT AS NOTED BY THE SOILS ENGINEER.
14. THIS SITE WAS PREVIOUSLY GRADED. NO CONSTRAINTS MAP 15 REOUIREO.
EXISTING
33.DRIVEWAY
TO REMAIN
IN SERVICE
0\./NER
. EOGECREST INVESTMENTS LTD.,
A NEVADA CORPORATION,
P. 0. BOX 577.
DEL MAR, CA. 92014
SUBDIVIDER
OKON DEVELOPMENT CO.
P. 0. BOX 5 77,
DEL MAR, CA. 92014
TEL., (519) 755-7005
/.
REV. 10/31/SG
REV. 8/27/95
REV. 5/13/95
SCALE
3 / /96 J-1170
l~ SITE DESIGN ASSOCIATES, INC.
7653 LA MESA BLVO., Si'E. 201
~ LA MESA, CALIFORN\A 91!!141
T!:;l,EPHON~i {619) 11611-8457
WIR I 8 1998