HomeMy WebLinkAboutMS 04-10; 3725 WESTHAVEN DRIVE; Tentative Map Exhibit~ f}," CGNCF'IETE CURB & wtr~ "g ~ ' ,r P::C sweHALK
TYPICAL SECTION
WE'STHA\IEN DRIVE Nfs
DONNA COURT ,
Nf$
ABBREVIATIONS:
AB AGGREGATE BASE
AC ASPHALT CONCRETE
AD AREA DRA!N
BW BOTTOM OF WALL ELEVATION
CB CATCH BASIN
CL CENTER LINE
CS CRAWL SPACE ELEVATION
CIP CAST IRON PIPE
CONC CONCRETE
DD DECK DRAIN
DIP DUCTILE IRON PIPE
DS ROOF DOWN SPOUT
DW DOMESTIC WATER LINE
DWY DRIVEWAY
(E) EXISTING
EG EXISTING GRADE
ELEC ELEC1RICAL
EM ELEC1RICAL METER
EP EDGE OF PAVEMENT
FC FACE OF CURB ELEVATION
FF FINISHED FLOOR ELEVATION
FG FINISHED GROUND ELEVATION
FL FLOW LINE ELEVATION
FM FORCE MAIN LINE
FS FINISHED SURFACE ELEVATION
FP FINISHED PAVEMENT ELEVATION
FW FIRE WATER LINE
GB GRADE BREAK
GM GAS METER
GR GRATE ELEVATION
HP HIGH POINT
INV INVERT ELEVATION
JT JOINT TRENCH
JP JOINT POLE
LD LANDSCAPE DRAIN
LF LINEAR FEET
(N) NEW
PKG PARKING
RET RETAINING WALL
RIM RIM ELEVATION
S SLOPE
SAP SEE ARCHITECTURAL PLANS
SBD STORM SUB DRAIN
SD STORM DRAIN
SDCO STORM DRAIN CLEANOUT
SLP SEE LANDSCAPE PLANS
SS SANITARY SEWER
SSCO SANITARY SEWER CLEANOUT
TW TOP OF WALL ELEVATION
TYP TYPICAL
W WATER LINE
W/ WITH
WM WATER METER
LEGAL DESCRIPTION:
THAT PORTION OF TRACT 256 OF THUM LANDS, IN THE CITY OF
CARLSBAD, 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.
EASEMENT NOTES:
EASEMENT FOR PUBLIC STREET AND UTILITIES TO THE CITY OF
CARLSBAD PER DOCUMENT NO. 1999-0209794, RECORDED MARCH
30, 1999
EARTHWORK QUANTITIES:
CUT 252 C.Y.
FILL 230 C. Y.
TOTAL 22 C.Y. CUT
EARTHWORK QUANTITIES SHOWN ARE FOR PLANNING PURPOSES
ONLY. CON1RACTOR SHALL PERFORM THEIR OWN EARTHWORK
QUANTITY CALCULATION, AND USE THEIR CALCULATION
FOR BIDDING AND COST ESTIMATING PURPOSES.
PARCEL 2
PM 16271
APN 205-260· 35
2057 CHESTNUT AVE
------
PARCEL 1
PM 1B226
AP/\1 205-260-36
3721 DONNA CT
---
APN 205-260·-37
3725 DONNA CT
TENTATIVE PARCEL 1\1.[AP
3725 'W'EST HAVEN DRIVE
CARLSBAD, CA
NOTE:
PARCEL 2 ACCESS RIGHTS TO DONNA CT. TO BE
RELINQUISHED PER FINAL PARCEL MAP.
AF,N 205--260-07
2097 CH[STNUT AVE
SINGLE F"AMIL Y RESIDENCE
I
I
I
I
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ll'i6 "23 W "E l!>4 .30 ' I
APN 205-260-0B
3701 WESTHA VEN DR
LJ
~---------~------,.----. . ..._.
... I' .... r
----~XISTTNG 2: 1 SLOPE ( P\n 345-tA
V •
</ V
EXISTING SHED & W FUTURE
-,"XTSTING sc:ffto'FiF_qA,
PROPOSED PARCEL 1
10621 GROSS SF
10138 NET Sf
• -EXIS'f,iNG CONC~EfE DRIVE WA '('q • •
V
PROPOsrn PARCEL 2
12544 GROSS SF ,-..-a·.
11574 NET SF . ;
I
•
,., 3725 WEST HAVEN DHUE
-----
L, .----. ·--l
<I.'
...._EX15fl"NG Ff.NC£ LOT 35
.AAAP 30191
A N 207-057-0,
375 WESTHAVt.N I R -7
SINGLE FAMILY '
Rf SI DENCE
PAD ?57. O
r
•
1'77-i-----·· NEW f unB ANO
GUT, .R ANO SIDEWALi<
-4',',I---EXI,}TING CONCRETE
DRT -:WAY
◄ EXI-TING AC BERM
__ EXIiTING SE'lllf/. /.ATERM
(AP DX LOCATION)
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ii ; I .
1 i-EXIJlr WATER METER
~EXI ING POWE.R POLE
ffl W/G ANCHORS
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c.,
30 >FET
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CHESTNUT'?:
FH
LOCATION MAP
\_
0
\_
\_
40
N.T.S.
BEN Cl/MARK
DESCRTP/ION: SPIKE TN TOP OF CURB
TM #MS 04-10
VICINITY MAP
N.T.S.
GENERAL NOTES:
APPLICANT /OWNER:
EXISTING ZONE:
PROPOSED LAND USE:
TOTAL PROPOSED NUMBER OF LOTS:
APN fl:
GENERAL PLAN DESIGNATION:
SANITARY SEWER/STORM DRAIN:
WATER:
CABLE TELEVISION:
GAS & ELECTRIC:
TELEPHONE:
SCHOOL DISTRICT:
RESIDENTIAL BUILDING SETBACK;
ACCESSORY BUILDING SETBACK:
ADT GENERATION:
PATRICK JENNINGS
R-1-7500
RESIDENTIAL
2
205-260-06 (23165 SQ FT = .53 ACRES)
RLM
CITY OF CARLSBAD
CARLSBAD MUNICIPAL WATER DISTRICT
ADELPHIA
SAN DIEGO GAS AND ELECTRIC
SBC
CARLSBAD UNIFIED SCHOOL OISCTRICT
FRON:T: 20 FT MIN
LOT WIDTH: 61. 7 FT (20 FT BACK FROM PL PER
CITY PLANNING REQUIREMENTS)
SIDE: 10% x LOT WIDTH = 6.2 FT MIN
BACK: 20% x LOT WIDTH = 12.4 FT MIN
FRONT: 20 FT MIN
SIDE: 5 FT MIN
BACK: 5 FT MIN
10 PER UNIT x 2 UNITS = 20 TRIPS
GENERAL NOTES:
1. ALL STORM WATER SHALL BE COLLECTED ON SITE AND DIRECITD INTO THE CITY'S STORM DRAIN
SYSTEM. NEW CONNECTIONS WILL BE MADE WHEN NECESSARY. GRASSY SWALES TO BE USED FOR
ON-SITE STORM DRAIN COLLECTION.
2 .
3,
4.
5.
6.
7.
8.
SEWAGE WILL BE DISPOSED OF BY CONNECTING TO THE CITY SYSTEM. NEW CONNECTIONS WILL BE
MADE WHEN NECESSARY.
WATER SHALL BE SUPPLIED FROM THE CITY MAINS. NEW CONNECTIONS WILL BE MADE WHEN
NECESSARY.
ALL CONSTRUCTION SHALL BE IN CONFOR!AANCE WITH CITY OF CARLSBAD BEST MANAGEMENT
PRACTICES TO PROHIBIT POLLUTANTS FROM ENTERING STORM WATER SYSTEM DURING CONSTRUCTION
AND MAINTENANCE.
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH CITY OF CARLSBAD STANDARDS
TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED BY PASCO ENGINEERING COMPANY
BOUNDARY REFERENCE: TENTATIVE PARCEL MAP MS 00-01 BY PASCO ENGINEERING COMPANY ON
FILE WITH THE CITY
ALL TREES TO REMAIN UNLESS OTHERWISE NOTED.
NPDES REQUIREMENTS:
1. ALL CONSTRUCTION ON OFF-SITE OR ON-SITE IMPROVEMENTS SHALL ADHERE TO NPDES (NATIONAL
POLLUTION DISCHARGE ELIM!NATION SYSTEM) BEST MANAGEMENT PRACTICES TO PREVENT
DELETERIOUS MATERIALS OR POLLUTANTS FROM ENTERING THE CITY OR COUNTY STORM DRAIN
SYSTEMS.
2. ERODED SEDIMENTS, STOCKPILES OF EARTH AND OTHER POLLUTANTS AND CONSTRUCTION RELATED
MATERIALS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VlA SHEET
FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, OR WIND.
3. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR
LISTING ANO ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE
CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP
IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE
DRAINAGE SYSTEM.
4. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC RIGHT-OF-WAY OR ANY
OTHER DRAINAGE SYSTEM. PRO\l!SIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE
UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE.
5. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED
RECEPTACLE TO PREVENT CONTAMINATION AND DISPERSAL BY WIND.
6. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC.
INSTALL AND MAINTAIN A STABILIZED CONSTRUCTION ENTRANCE FDR THE DURATION OF THE
CONSTRUCTION PROCESS SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC
RIGHT··OF-WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE
WASHED DOWN BY RAIN OR OTHER MEANS.
7. ANY SLOPES 'MTH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO
INHIBIT EROSION BY WIND AND WATER. ALL DISTURBED SOIL SHALL BE "MATTED" AND SEEDED
WITHIN TWO (2) WEEKS OF "FINAL DISTURBANCE".
6. CLEAN UP ALL SPILLS USING DRY METHODS. IF A HAZARDOUS SPILL OCCURS CALL 911.
LOCA TTON: SE CORNER MONROE ST g, KARREN LN 9. SWEEP ALL GUTTERS AT THE END OF EACH WORKING DAY. GUTTERS SHALL BE KEPT ClEAN AFTER
LEA VlNG CONSTRUCTION SITE.
GRAPHIC SCALE ELEV: 219.59 DATUM: NGS 27 10. UPON SA TISF AC TORY COMPLETION OF THE WORK, THE ENTIRE WORK SITE SHALL BE CLEANED BY THE
CONTRACTOR AND LEFT 'MTH A SMOOTH AND NEATLY GRADED SURFACE FREE OF CONSTRUCTION
WASTE, RUBBISH, AND DEBRIS OF ANY NA TIJRE.
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Date: 05/26/04
Scale: 1· -20'
Design: SH
Drawn: BH
Drawing Number:
C-1
OF
LT/ No.04 9809
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'GLE FAMILY RESIDENCE
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SINGLE FAMILY
,qESIOENCE
PAD 267.0
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NEW cuna ANO
GUTT1r,q ANO SIDEWALK
(PER CITY STANDARD G-2 AND
G-7 TO CONFORM TO EXISTING)
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EXI~f. IN.G
ORI'.(0/AY
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CONCqETE
(TO BE REPLACED WI TH (N) DWY
APRON PER CITY STANDARD GS-12
EXIdTING AC
(TE~'v/INA TES
BERM (REMOVE)
AT OWY APRON)
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EXIS~, ING SEWER LATERAL
(APP OX LOCATION)
,
EXISTING WATER METER
EXISTING
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LEGEND:
PROPOSED
-6" ss-SANITARY SEWER
-10" SD -STORM DRAIN
-INT.-INTERCONNECT
-T\/--TV /CABLE T\/
--E-ELEC1RIC
-10" FS -FlRE SERI/ICE
-3" w-DOMESTIC WATER SERI/IC£
-T-TELEPHOOE
--G--NAT\JRAL GAS
--FM-FORCE MAIN
--SL-STREET LIGHT
-IRR-IRR!r,A TI0N
--1JNK-UNKNOWN UTILITY
x-FENCE
--JT-JClNT TRENCH
-0/H-OVERHEAD \\IRES
-···-···-···-GRASSY SWALE
® FOUND MOUMENT
WV WATER VAi.VE t-0
GV GAS VALVE t-0
IZI WATER METER, VAL VE BOX
-!) STREET LIGHT
• AREA DRAIN
Ill CATCH BASIN
A FlRE H'!IJRANT
~ BENCHMARK
EB DETAIL REFERENCE
® 0 SANITARY SEWER CLEANOUT
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APPROVE[)
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THIS IS THE APPROVED TENTATIVE i,!A?:S:TE
J--t"i.AN PER CONDrTION NO~
NEE ,:o oe#:2!(0 ' ~~
If)
If)
' lO
-,,--v-SIGN
GRASSY SWALE
PROPOSED DRIVEWAY
DA1VJI ELEV 1----,,,,,_-~-----i
240,00
@ SECTION A
270
260
250
DATUM ELEV
245,00
r---··· ~-············ ........
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® SECTION B
SCALE
HORZ: 1"=10'
VERT: 1"=10'
SETBACK
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PROPERTY
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VERT: 1"=10'
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Date: 05/26/04
Scale: 1" • 10' ;:
Design: BH t-.>c.A
Drawn: BH 00
Drawing Number: 'Tl .s:.
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C-2 ...I
0
OF
LT/ No.04-9809