HomeMy WebLinkAboutMS 05-10; CHEHADE MINOR SUBDIVISION; Substantial ConformanceI
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EUCALYPTUS 7
LAN[ I
PROJECT
SITE
VICINITY MAP
SCALE: NTS
20' 40'
SCALE: 1 "= 20'
I
60'
CRESTVIEW DRIVE
TENTATIVE PARCEL MAP NO. MS 05 10
SUBSTANTIAL CONFORMANCE EXHIBIT SCE 05-l0(A)
0
EX. EASEMENT NOTES
PUBLIC STREET EASEMENT TO CITY OF CARLSBAD REC. APRIL
5, 1999 AS FILE NO. 1999-0224321
0 PUBLIC STREETEASEMENT TO CITY OF CARLSBAD REC. APRIL
5, 1999 AS FILE NO. 1999-0224319
0 · APPROX. LOCATION OF EASEMENT TO SDG&E REC. OCT. 20,
1948 IN BOOK 2988, PAGE 450 0.R. (TO BE RELOCATED)
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PROP. EASEMENT NOTES
PROPOSED PR/VA TE DRAINAGE ESMT FROM PARCEL
BENEFIT/NG PARCELS 2 AND 3
PROPOSED PR/VA TE ACCESS, UTILITY, ANO DRAINAGE ESMT
FROM PARCEL 2 BENEFITING PARCEL 3
PROPOSED PR/VA TE ACCESS ANO UTILITY ESMT FROM PARCEL 3
BENEFITING PARCEL 2
I
LEGEND
PROJECT BOUNDARY
LOT LINES
SLOPE (2: 1 MAX)
CUT /FILL LINE
EASEMENT BOUNDARY
DRIVEWAY
CURB ANO GUTTER
J L
SIDEWALK _•_• __ _
WATER AND FIRE SERVICE --(jjff)
SEWER LATERAL -----<@
EARTHEN SWALE ➔--------'>----
CONCRETE DITCH · <= · <= ·
WATER QUALITY /HMP BASIN f®{8:8::8
6" SO ANO CATCH BASIN -= = ==l!l
SOUND WALL
EX. CURB AND GUTTER
EX. SIDEWALK
EX. FIRE HYDRANT
EX. WATER MAIN
EX. SEWER MAIN
EX. RETAINING WALL
EX. WATER METER ll!Zl];1l
EX. SEWER LATERAL ----®
STORM WATER QUALITY NOTE:
PER THE PROJECT STORM WATER QUALITY
MANAGEMENT PLAN, ON FILE WITH TH[ CITY, EACH
PARCEL SHALL INCLUDE AN INFILTRATION BASIN TO
TREAT STORM WATER AND MITIGATE HYDROMODIFICA T/ON
IMPACTS PRIOR TO DISCHARGE TO CITY STREETS.
ROOF DRAINAGE SHALL NOT BE 0/RECTL Y DISCHARGED
TO THE CURB FACE WITHOUT REMOVAL OF POLLUTANTS
VIA A STORMWATER BMP. 4,500 SF OF IMPERVIOUS
AREA IS ASSUMED PER LOT FOR FUTURE BUILD-OUT
CONDITIONS.
NOTES:
1. BUILDING PERMITS WILL NOT BE ISSUED FOR
DEVELOPMENT OF THE SUBJECT PROPERTY UNLESS
THE APPROPRIATE AGENCY DETERMINES THAT
SEWER AND WATER FACILITIES ARE AVAILABLE.
2. GEOTECHNICAL CAUTION:
A) THE OWNER OF THIS PROPERTY ON BEHALF OF
ITSELF AND ALL ITS SUCCESSORS IN INTEREST
HAS AGREED TO HOLD HARMLESS AND INDEMNIFY
THE CITY OF CARLSBAD FROM ANY ACTION THAT
MAY ARISE THROUGH ANY GEOLOGICAL FAILURE,
GROUND WATER SEEPAGE OR LANO SUBSIDENCE
AND SUBSEQUENT DAMAGE THAT MAY OCCUR ON,
OR ADJACENT TO, THIS SUBDIVISION DUE TO ITS
CONSTRUCT/ON, _OPERATION OR MAINTENANCE.
. CONSISTENCY DETERMINATION/
SUBSTANTIAL CONFORMANCE EXHIBIT
~ PROJECT NO: SCE 05-J0(Al
'ib. ~ DA TE: 12-S--I.G
DON NEU, CITY PLANNER
RECOMMENDED BY: 6,,-D=t..U, a lttr' /2 2-,0
~ON S. _GELDERT, CITY ENGINEER
RECOMMENDED BY:~l2=1\~V~•O~·~R~1_c~"'-~------
DATE: /Z.·C/•U!ll.
OA TE;_.,__/ 'Z.,,_-q,_. ""I 6..._ _______ _
LEGAL DESCRIPTION
A PORTION OF LOT 1 OF RANCHO AGUA HEOIONDA, IN THE
CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF
CALIFORNIA, ACCORDING TO MAP THEREOF NO. 823 FILED IN
THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,
NOVEMBER 16, 1896.
ALSO BEING PARCEL B OF CITY OF CARLSBAD CERT/FICA TE OF
COMPLIANCE FOR ADJUSTMENT PLAT NO. 03-17, RECORDED
JANUARY 21, 2005 AS DOC. NO. 2005-0054768.
OWNER'S CERT/FICA TE
WE. HEREBY CERTIFY THAT WE ARE THE RECORD OWNERS OF
THE PROPERTY SHOWN ON THE TENTATIVE PARCEL MAP AND
THAT SAID MAP SHOWS ALL OUR CONTIGUOUS OWNERSHIP IN
WHICH WE HAVE ANY DEED OR TRUST INTEREST. WE
UNDERSTAND THAT OUR PROPERTY IS CONSIDERED CONTIGUOUS
EVEN IF IT IS SEPARATED BY ROADS, STREETS, UTILITY
EASEMENTS, OR RAILROAD RIGHTS-OF-WAY.
OWNER: SUMMIT WEST REAL ESTA TE, INC.
2652 LA COSTA A VE
CARLSBAD, CA 92009
(760) 476-3544
BY:~~ 0 ~~(~ATE , I I e,/1 to
ENGINEER OF WORK
LANDMARK CONSULTING
9555 GENESEE A VE STE 200
SAN DIEGO, CA 92121
PHONE: (858)-587-8070
FAX: (858)-587-8750
MARK A, BRENCICK RCE 48153
PROJECT INFORMATION
ASSESSOR'S PARCEL NUMBERS:
SITE GROSS ACREAGE:
EXISTING ZONE:
GENERAL PLAN:
NUMBER OF LOTS: ·
LOT SIZE:
LOT COVERAGE:
LOCAL FACILITIES MANAGEMENT PLAN:
DRAINAGE AREA DISTRICT:
SETBACKS:
Ess,
P-· Bf?
V) '<' (l --~ ~ --z. c., ri ~ NO. 48153 SJ
EXP. 6/30/18
11/-,/10
c 1 v1"
Op C/>.\.. I
208-040-03
1.134 ACRES
RA-10
.R-4 (0-4 DU/AC)
3 LOTS
10,000 SF MIN.
<: 50%
ZONE 1
AGUA HEOIONOA
FRONT: 20'
l. :
SIDE: (10% LOT WIDTH)'
5' MIN, 1 0' MAX i
CONTOUR INTERVAL:
TOPOGRAPHIC SOURCE:
EARTHWORK QUANTITIES:
PROPOSED DENSITY:
A VERA GE DAILY TRAFFIC:
SEWER:
WATER:
SCHOOL:
GAS & ELECTRIC:
TELEPHONE:
CABLE:
REAR: 2X S/0£ SETBACK
2' MINOR 10' MAJOR
BHA INC. FIELD SURVEY
CUT: 1600 CY
FILL: 1600 CY
EXPORT: 0 CY
REMEDIAL: 0 CY
3.14 DU/AC
10 ADT/UNIT X 3=30 ADT
CITY OF CARLSBAD
CARLSBAD MUNICIPAL
WATER DISTRICT
CARLSBAD UNIFIED SCHOOL
j
DISTRICT I
SAN DIEGO GAS & ELECTRIC
I
AT&T
TIME WARNER
WI CITY OF CARLSBAD 11:.rJ
SUBSTANTIAL CONFORMANCE EXHIBIT FOR:
SCE 05-l0(A)
CHEHADE MINOR SUBDIVISION
(EUCALYPTUS LANE)
APN 208-040-03
TENTATIVE PARCEL MAP
MS 05-10
I I
I □ I 2
Gl
2
C: s:
Cl] m ll
~
! I
~EXIST.
/ GROUND ,,,..~ ~-.....__
~ ' ~~ PARCEL 3 ,
PAD-100.0 \
\
\
EXISTING RD ESMT UL TIMA 7E R/W
EXISTING R/W
\
\
\
\ , 10'
'..i-------1 5.5' EX. 6' HIGH ----''r1
MASONRY
WALL, SPLIT
FACE,
2%
126' RW
5J'
45'
40'
EXISTING
2%~==-ef2.~~-2%
-I 18' !-
EXISTING STREET EXISTING
TENTATIVE PARCEL MAP NO. MS 05
SUBSTANTIAL CONFORMANCE· EXHIBIT SCE 05-l0(A)
PARCEL
2
PARCEL
3
fi'. 15' PVT ACCESS·
& UTILITY ESMT
14' .
2.0-2.5%
SUBO BOY
I 1:_o.5r, EXIST. . L. GROUND
~ -="''2-2za, _ l. -------
IMPROVEMENTS MEDIAN EXISTING GROUND
1£ (VARIES)
SECTION 'G-G'
10'
_2%
EX. EL CAMINO REAL
(PUBLIC)
NTS
56' R & VARIES @ KNUCKLE w
.
18' 18'
% I 2%
EX. EUCALYPTUS LANE
.(PUBLIC)
NTS
10'
2%
PARCEL PARCEL PARCEL
.J
'
1 2
Ii'. Ii'. 30'
15' PVT ACCESS, 15' PVT ACCESS
U TIL, AND & U TIL £SM T
DRAINAGE ESMT
5' 10' 10' 5'
' >--
-1.5% 2.5%
SUBD BOY
/~ ' PERMEABLE.
PAVER DWY
r·««.;'
PR/VA TE DRIVEWAY
SECTION 'A-A'
NTS
PARCEL PARCEL
2 3
15' PR/VA 7E
Ii'. ACCESS &
UTIL ESMT SUBD BOY
,___7_4._5_' --< : 0.5'
2.0-2.5%
NTS
I ;-EXIST ·
J_ GROUND
CONG.
OWY
SUBD BOY~
I
:J I PARCEL ::J . J
' . ---------~
._, PA -
EX. • • ;' ;,;.
GROUND , " , ·,~'"-"1'>0"
EX,
RETAINING
WALL TO
REMAIN
SECTION 'o-o'
NTS
SECTION 'E-E'
NTS
PROP.
GRADE
EXIST,-.______ . PROP. 6' SOUND WALL
GROUND ",. ---,
.
i
~ ' _,,,_,,,.,,,. PARCEL 3 "-
-PAD-100.0 \
.,
'~
" EX. 6' HI
MASONRY
WALL, SPLI
FACE, TO
REMAIN
EXISTING RD ESMT
10·
5.5'
EXISTING EL CAMINO REAL (PUB)
STING STREET
IMPROVEM£NTS
SECTION 'F-F'
NTS
NTS
.----
(.'.) "' GRA T£0 INL£T-~ ~
/B"X/8" BROOKS BOX \15 i'.::
OR EQUAL RISER n.. fr;
PROP. GRADE O 5' I
).,c--·.s.:s.:,. L 'r' ~
6" PVC @ 1.0% MJN
CONNECT TO ON-SITE
STORM DRAIN SYSTEM
OR CURB OUTLET
a [
18" EN. GI.N££RED SOIL WITH
5/N/HR MIN INFILTRATION
n·\ . v PAD
BTM 3:11...--' ... -:.----
12" STONE:
STORAGE: LA Y£R
/NFIL TRA TION TO NATIVE
SOIL
TYPICAL SECTION: INFILTRATION BASIN (PARCEL 2 & 3)
NTS
10
Ii'.
VARIES AT KNUCKLE
PROPOSED
CURB, GUTTER,
& SIDEWALK
R/W
PROP. CURB
OUTLET
2% -
PROP. CURB, J
GUTTER &
SIDEWLAK
DIRECT ., .
RUNOFF FROM
BASIN INTO :
CURB OUTLET
1' .5
R/W
5.5' 4.5'
1' GRA V£L -~"\/
STORAGE LAYER
PROPOSED CURB GUTT£R
AND SIDEWALK
SECTION 'H-H'
NTS
INFILTRATION
INTO NATIVE
SOIL
I 1 B" £NG/NEE.RED SOIL WI TH I 5/N/HR MIN INFILTRATION
I ,,--PAD
12" STONE
STORAGE: LA Y£R
INFILTRATION TO NATIVE
. SOIL
TYPICAL SECTION: INFILTRATION BASIN
(ADJACENT TO EUACAL YPTUS LANE)
NTS
11-0f ESS I
>' . BI? c11;,
VJ~' 1,_.. -if ~ z (.'.) f'1 i'i! NO. 48153 E;j
P. 6/30/18
c 1 v1'v
or c/'-U
LLl/crTY OF CARLSBADIITI
SUBSTANTIAL CONFORMANCE EXHIBIT FOR:
SCE 05-lO(A)
CHEHADE MINOR SUBDIVISION
(EUCALYPTUS LANE)
APN 208-040-03
TENTATIVE PARCEL MAP
MS 05-10
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