HomeMy WebLinkAboutMS 00-06; CHESTNUT HOMES, LLC; Substantial Conformance-0 0 ru -ru
0 ITT
0 ru
~ ru
C ro 7
w ~ ~
CHESTNUT HOMES, LLC
NO. 00 TENTATIVE PARCEL MAP
TYPICAL STREET SECTION
NO SCALE
R/W 60' R/W
30' 30'
6' 24' 24' ', 6'
;: 6.5'
5' 5' 5.5 ' -
2:1
2% 2%
------M~
2% I
2%
---c-:i ==''=-----== ~---,--------
I_E-ll)/2:1
~MAX
~ 1" W. SERVICE
MTR . & BOX 1-1 2· H.P.
GAS /MAIN _) --
& 138.8
8" C.I.
WATER MAIN
P/L
2'
I
PAD I
i ~;z.e /
6" & 8 " V.C.P. SEWER MAIN
SIZE PER PLAN
CHESTNUT AVE
15'
EXISTING
LOOKING EAST
17'
?4' MIN
<t.
2% 2% .. •
P/L
6'
I
I
"'-=, f DRIVEWA
PAD
1-t3. 5 145.4&
SECTION A-A
DRIVEWAY SECTION
CITY OF OCEANSIDE
HIGHW Y 78
PACIFIC
OCEAN
NOT TO SCALE
CITY OF ENCINITAS
VICINITY MAP
CITY OF VISTA
~
'<-° CITY OF
SAN MARCOS
EXISTING
,, 1.5" H.P. GAS MAIN
w --w ----w --s --~--s ----s
,,,, . ' ..
--
p "
l _ _1
Jc'.
J
>-L
s c--
" _J I
r
~ I f-
L
180'
I
\
\
'
o· 20· 40' 80'
ENGINEER OF WORK
BY DATE &~ci~§:±~~~=
EXP. 3/31 /04 R.C.E. 42510
EXISTING
(TO BE ABANDONED)
13J,88 cc
133,43 fl -,-
ep 130.
I
I
06
tc 131.20
fllJ0,75 \..
J k 1:j7.54
fl l 7,0!'; l
I
I
---'\
'TW: 138.5
BW: 135.0
I
I
I
' ,.L
LEGEND:
SUBDIVISION BOUNDARY
PROPOSED LOT LINE
. .
N 51·20•31
,c
202.8
i, 139.9 143.3
BW: 138.5 139.8
z 4
\ :,
L
~
I
I 7
-j-tt
L
.::i
-------------
-------------
LOT NUMBER -------G)
=;=;===;'~==
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
EXISTING WATER LINE
WATER SERVICE
SEWER SERVICE
BLDG SETBACKS
POWER POLE
-----!81
---------elf ---
--------=-==--===--
PAD 480
¢=
--470---
---filQl----
475
-s--s----@)
8" PVC ~FIRE ~~~-W ___J_ HYDRANT
-------------<□
--------s-,-s -s
,-----7
I I L _____ J
EB P.P.
"
"J
FOUND IN SUBSTANTIAL CONFORMANCE
Plenntng Director
Recommended By:
Date:
Lloyd B.Hubbs
1-/-10-01
Public Works Director/City Engineer
By: Robert J. 'll'ojclk
Date:~
Date:
Deputy City Engineer ,,-/
Recommended By: ~~~~8,£,,_"""°',,--.,,. ________ _
Date: 4 J!.!li7
PP I
I •
\c,.!47_30
n M6.82
lfl " ill , _____ ...,.
le 151.2.}
fl 150.60
!I I 260' to F.H.
ii I i (East of Highland)
,il I I
L_
('J ..,_
q
u· L..
'z <l l,_
'
BUILDING
SETBACK (TYP.)
/J:::,. NO'TE~ A.Li-8U\LD\NE, \--\E\E,\--\'TS
='MA.C-L-. 'EE. /\,\ Et>..~R.Eb ~
GENERAL
OWNER:
GERALDINE S. MAGEE c/o RAYMOND F. FEIST
INFORMATION
81 D 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:
1/22/01
1/22/01
1/22/01
1/22/01
1/22/01
ADL PLANtqllq() ASSOCIATES
2979 STATE STREET, SUITE C
CARLSBAD, CA. 92008
ENGINEER OF REVISION
N0.1, DATED 1-22-01:
(760) 729 -8637
ENGINEER:
& Tl IOMAS MACMURRAY
RCE 42510 EXP. 3/31/04
2455 NEW CASTLE AVE
CARDIFF, CA 92007
(619) 921-5066
LEGAL DESCRIPTION:
RCE, INC .
477 LEXINGTON CIR.
OCEANSIDE, CA 92057
(760) 66
LOS RCE 19224
THAT PORTION OF TRACT 240 OF THUM LANDS, IN THE
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING
TO MAP THEREOF NO. 1681, FILED IN THE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO COUNTY
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
"TT-\E. rDLLD'-N IN'"' "rAb 1=,\.,c,1/>,\\a--.:,,_"::,~ FIRE PROTECTION: CARLSBAD FIRE DEPARTMENT
SCHOOLS: CARLSBAD UNIFIED SCHOOL DISTRICT
NOTE: WOOD FENCE IS SOUTH
OF BOUNDARY LINE.
(fnc -FENCE TYP.)
z
>
LOT \ \37.0 '
\...O'T 'Z. \43.S' LOT 3 \37.":J'
Lo, 4 143-S'
TW: 44.2 2
BW
z <(
~~ >-~~
< L
z
2
43 5 ' " I C<
Cl: w
' c
,;;~
) z C
z
0-
[ ·, er
EXISTING EASEMENTS
(2)21 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 O.R.
GJ A 5 FOOT WIDE SEWER. THOMAS & WINIFRED MCMAHON,
RECORDED 2-27-73 AS FILE NO. 73-051320 OF O.R.
@ 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
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(REQUIREO): 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 IMPROVEftENTS 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 _L 435 CY +
AMOUNT OF FILL: 1,'§8 CY _L 2130 CY + &
AMOUNT OF IMPORT /EXPORT SOIL. 0 CY _L 1900 CY +
1, 2 & 4
LOTS A, 8 & 9 SHALL SHEET /SURFACE DRAIN TOWARD CHESTNUT
AVE. LOT :t!.~ALL DRAIN TOWARD EXISTING DRAINAGE DITCH
ALONG WES~ PROPERTY LINE.
3
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.
0100 PROPOSED = 0.81 cfs. & RECOl◄STRUCT D~IST. SWALE 01◄ API◄ 205 210 13 TO DIRECT FLOWS
TO PROPOSED DROW DFFCI I AtJD STORM DRAU◄.
ANY NEW FENC IN6 ALO NE, TI-\E EAS'TER.LY
p,2opER,'r" UN£. S\-\1',\__\__ tv\A.<:,£:: WcNISIONS
NOT 'To 6L=K =AINi:,..,;;,E .
RE\'ISIONS
ENG . OF RECORD
PAD ELEVATIONS
STORM DRAIN
LOT DIMENTIONS
GRADING DATA
CONSULTANlS:
AOL
u
_J
_J 0....
-<(
" 2
U1 _J
w u
0:::
-<(
0....
w
2
0
:r:
w
>
I-
<(
1-z w
I-
PLANNING ----
ASSOCIATES __ _
BY
RCE, INC
RCE, INC
RCE, INC
RCE, INC
RCE, INC
■
■
LAND PLANNING
LANDSCAPE ARCHITECTURE
2979 STATE STREET SUITE C
C A R L S 8 A D, C A. 9 2 0 0 8
(7 60) 7 29-9617 FAX: (760) 7 2 9 -832 4
SHEET TITI.£:
SITE PLAN
DA TE: AUGUST 15, 200D
SCALE: 1" = 40'
JOB NO. 20024
DRAWN BY: JM/JW
SHEET: 1
of 1 SHEETS ■
u ~ 2
I 0 0 r 0 JJ i D " 8 0 ~ D 1' • D 'O m 0 ~ u ~ z m
0 < z " G) C 2 3 < ~ z • u .
~ D C ' ~ " ~ ~ > D 2 "' CD
" m • JJ C ~ 0 u ~ •
\
u ~ 2
I 0 0 r 0 JJ ~ !! " ~ ~ 0 u • D u m 0 ii D ~ • z • < z " G) C 2 3 < • z 0 m . . D
~ D C " ,; " ~ i • s D 2 "' CD
" m • JJ C 2l 1' 2 ~
rn
060407