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CHESTNUT HOMES,
TENTATIVE PARCEL MAP
LLC
NO. 00 06
TYPICAL STREET SECTION
NO SCALE
R/W 60' R/W
30' 30'
6' 24' 24' 6'
; 6.5'
5' 5' 5.s·
2 :1
2% 2%
------M~
2% 2%
=-5==,==---= ==~ ------,--------
_, ~2:1 MAX
~ 1" W. SERVICE
MTR. & BOX 1-1/2" H.P .__/ 6 I
GAS MAIN __/ C)
8" C.I. " 6" & 8" V C P WATER MAIN '-----· · ·
P/L
2'
I
PAD I
137.0 .,-
CITY OF OCEANSIDE
SIZE PER PLAN
CHESTNUT AVE
15'
EXISTING
LOOKING EAST
17'
?4' MIN.
<t.
2% 2% • •
P/L
6'
I
-"-_,,_, ~
DRIVEWA
SECTION A-A
DRIVEWAY SECTION
PAD
143.
CITY OF VISTA
SEWER MAIN
5
~
'i-o CITY OF
PACIFIC
OCEAN
SAN MARCOS
N NOT TO SCALE
~ CITY OF ENCINITAS
VICINITY MAP
o·
EXISTIN G
1.5" H.P. GAS MAIN "
30'
a --a ----a --s --Ct.--s ----s --Ct.
F.H
20· 40' 80'
ENGI NEE R OF WORK
\
\-
\
\
\ -..
30'
EXISTING
p,::r 141.Z9 (TO BE ABANDON ED)
133.88 er ~ 14o.so PRO POSED
733,43 fl
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LEGEND:
SUBDIVISION BOUNDARY
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143. ' ,-
-------------
PROPOSED LOT LINE ---------~~--
LOT NUMBER -------CD
PROPOSED CUT/FILL SLOPE (2:1) --=,=;v=~v==,=;v=
PROP. STORM DRAIN
CHAIN LINK FENCE
RETAINING WALL
PAD ELEVATION
BROW DITCH
EXISTING CONTOUR
PROPOSED CONTOUR
SPOT ELEVATION
EXISTING SEWER LINE
------!8]
--elf
PAD 480
¢=
___...-,i70----
_ ....ffiQ1---
475
-s--s-----0
14 4.6'
EXISTING WATER LINE
WATER SERVICE
SEWER SERVICE
8" PVC ..,... FIRE W __l!:IYDRANT
BLDG SETBACKS
POWER POLE
---------□
--------s-,-s -s
,-----7
I I L _____ J
ffi P.P.
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PP I ,,
1' ,
"
tc 151,23
7T"TSll""IT
CHESTN UT AVENU E --, ----, --x1snm7s!,__ s --Ct.--s
\ .<5'
' 0 le 147.30 ff 150.60 n 46.82
ISl.23 bow
Ii I < __, __ .,...
260' to F.H ii I 1,11 (East of Highland) ~.
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EXIST.
I s· "1DE ~c: SEWER
APPROVE D
EXISTING EASEMENTS
(i) CENTERLINE OF A 2' WIDE EASEMENT FOR SEPTIC LINE.
@ EASEMENT FOR 6' X 6' SEPTIC TANK
RECORDED 3-12-48 IN BOOK 2709, PAGE 95 OF D.R.
@) A 5 FOOT WIDE SEWER. THOMAS & WINIFRED MCMAHON,
RECORDED 2-27-73 AS FILE NO. 73-051320 OF D.R.
13) CENTERLINE OF A 10' WIDE WATERLINE EASEMENT TO E.A. CROKAT.
RECORDED 8-16-24 IN BOOK 1027, PAGE 147 OF DEEDS.
@ AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES
IN FAVOR OF SDG&E. RECORDED 5-6-49 IN BOOK 3195, PAGE 366
OF O.R. DOCUMENT DOES NOT GIVE THE WIDTH OF SAID EASEMENT,
ONLY ADJACENT TO THE SOUTHWEST BOUNDRY LINE.
CONSTRAINTS INFORMATION:
DESCRIPTION : SPIKE ON TOP OF CURB
LOCATION: NORTHWEST CURB RETURN AT WOODLAND WAY
RECORD: IMPROVEMENT PLANS FOR SPANISH
VILLAGE, DRAWINGS NO. 158-2.
ELEVATION : 125.783 MSL
CONTOUR INTERVAL: 1 FOOT
TOPOGRAPHIC SURVEY
PROVIDED BY JOHN L. WALTERS, PLS #5819
GENERAL INFORMATION
OWNER:
GERALDINE S. MAGEE
c/o RAYMOND F. FEIST
810 MISSION AVE. STE. 300
OCEANSIDE, CA 92049
(760) 722-1914
APPLICANT:
HERMOSA CONSTRUCTION CORP .
2541 STATE STREET, SUITE 202
CARLSBAD, CA 92008
PHONE (760) 729-7964
PLAN PREPARED BY:
AOL PLANNING ASSOCIATES
2979 STATE STREET, SUITE C
CARLSBAD, CA. 92008
(760) 729-8637
ENGINEER:
THOMAS MACMURRAY
RCE 42510 EXP. 3/31/04
2455 NEW CASTLE AVE
CARDIFF, CA 92007
(619) 921-5066
LEGAL DESCRIPTION:
THAT PORTION OF TRACT 240 OF THUM LANDS, IN THE
COUN1Y OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING
TO MAP THEREOF NO. 1681, FILED IN THE OFFICE OF
THE COUN1Y RECORDER OF SAN DIEGO COUN1Y
DECEMBER 9, 1915.
ASSESSOR'S PARCEL NUMBER:
205-210-09
AGENCIES:
SEWER: CITY OF CARLSBAD
WATER: CARLSBAD MUNICIPAL WATER DISTRICT
STORM DRAIN: CITY OF CARLSBAD
GAS/ELECTRIC: SDG&E
TELEPHONE : PACIFIC BELL
FIRE PROTECTION: CARLSBAD FIRE DEPARTMENT
SCHOOLS: CARLSBAD UNIFIED SCHOOL DISTRICT
NOTES:
EXISTING ZONING: _________ R-1
PROPOSED ZONE: R-1
EXISTING LAND USE DESIGNATION: RLM
PROPOSED LAND USE DESIGNATION: RLM
TOTAL NUMBER OF LOTS: 4 (NUMBERED LOTS)
ESTIMATED TRAFFIC GENERATION: 40 TRIPS PER DAY
MINIMUM LOT SIZE(REQUIRED): 7,500 SF
MINIMUM LOT SIZE(PROPOSED): 13,170 SF
TOTAL PROPERTY AREA: 1.58 AC
AREA TO BE SUBDIVIDED
(EXCLUDING CHESTNUT R.O.W.) -----1.44 AC
PROPOSED LOT DENSITY: 2.78 DU/ AC
ROUGH GRADES SHOWN ARE APPROXIMATE AND ARE SUBJECT
TO CHANGE IN FINAL DESIGN. ALL DISTANCES ARE APPROXIMATE.
ALL SLOPES ARE 2: 1 MAXIMUM UNLESS OTHERWISE INDICATED.
ALL PROPOSED GRADING AND IMPROVEMENTS CONFORM TO
THE CITY OF CARLSBAD STANDARDS.
ALL GRADED SLOPES SHALL BE STABILIZED PRIOR TO THE
RAINY SEASON.
ALL GRADING OCCURING OFFSITE OUTSIDE OF THE
SUBDIVISION BOUNDARY WILL REQUIRE GRADING PERMISSION
LETTERS OR EASEMENTS FROM THE UNDERLYING OWNER OF
THE PROPERTY PRIOR TO THAT GRADING.
GRADING DATA:
AMOUNT OF CUT: 1750 CY+
AMOUNT OF FILL: 1750 CY +
AMOUNT OF IMPORT/EXPORT SOIL: 0 CY +
LOTS A, B & D SHALL SHEET/SURFACE DRAIN TOWARD CHESTNUT
AVE. LOT C SHALL DRAIN TOWARD EXISTING DRAINAGE DITCH
ALONG WESTERN PROPERTY LINE.
CONSTRAINTS INFORMATION:
AMOUNT OF SITE WITH 25% SLOPES OR GREATER: 0 AC.(0%)
ELEVATIONS ON THE PROPERTY RANGE FROM
135 TO 148 -AVERAGE SLOPE IS 6.4%.
NATURAL FLOW DIRECTED TOWARD EXISTING
DRAINAGE DITCH ALONG WEST PROPERTY LINE.
DRAINAGE:
LOTS 1, 2, & 4 SHALL DRAIN TO CHESTNUT A VE . (SURF ACE FLOW
OR STORM DRAINS.) LOT 3 DRAINAGE SHALL DRAIN TO THE
EXISTING OFFSITE SWALE. 100 YEAR RUNOFF FOR EACH PROPOSED
LOT IS 0100 EXIST = 0.66 cfs.
01 00 PROPOSED = 0. 81 cfs.
RECONSTRUCT EXIST. SWALE ON APN 205-210-13 TO DIRECT FLOWS
TO PROPOSED BROW DITCH AND STORM DRAIN.
CONSUi. TAN"IS,
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BY
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L AND P L AN N I NG
LAN DSCAPE ARCH ITECTURE
2979 S T AT E S TR E ET SUITE C
C A R L S B A D, C A. 9 2 0 0 B
(7 60)72 9 -8 6 J 7 f AI : (7 6 0) 7 29 -83 2 ~
SHEET 1111£:
SITE PLAN
■
DATE: AUGUST 15, 2000
SCALE: 1 " = 40'
JOB NO. 20024
DRAViN BY: JM/ JW
SHEET: 1
of 1 SHEETS