HomeMy WebLinkAboutMS 03-05; GARFIELD POINTE; Tentative Map Exhibit-f
SCALE 1"=10'
MASONARY RETAINING we,LL
PER RSD C-1 WITH 42
REDWOOD FENCE
.Jo 54.0 TF
END 8 " HIGH CURB
BEGIN 8 " HIGH CURB
--FIREHYDRANT LOCATED O
S.E. CORNER OF GARFIELD ST.
AND OLIVE AVE (80±)
,r:, MASONARY RETAINING we,LL
.S-0' PER RSD C-1 WITH 42
~,?6'.S REDWOOD FENCE
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FF 48.50
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8 CATCH BASIN WITH
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4 • PVC PIPE OUTLET
THROUGH WALL INTO "~~ 3 4 • GRAVEL _
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EXISTING
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4 9.95 F 7.92 PAO 9·70 PAO
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RSD 0-75, D= 12"
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ALTERNATE DESIGN /
PERFORATED PIPE WRAPPED WITH
FILTER FABRIC IN GRAVEL FILLED FRE CH
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DR'AIN EB
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PERMISSION TO DRAIN ON/ TO OFFSITE
PROPERT;r' PER DOC. 2002-0419477
REC. 5-7-02
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DEMOLITION NOTES:
CD EXISTING RESIDENCE TO BE REMOVED
@ EXISTING BLOCK WALL TO BE REMOVED
@ EXISTING UTILITY SERVICE TO BE REMOVED
@ EXISTING STORAGE SHED TO BE REMOVED
@ EXISTING TREES TO BE REMOVED
@ EXISTING WATER METER TO REMAIN
TO SERVE 411 0 GARFIELD ST
EARTHWORK VOLUMES
CUT: 450 CY
EXPORT: 400 CY
NOTES:
FILL: 50 CY
13. AVERAGE DAILY TRAFFIC
EXIST -1DU X 10 TRIPS /DU =10 ADT
PROPOSED -2DU X 10 TRIPS/DU = 20 ADT
14. PROPOSED DENSITY 1 DU /.11 ACRES
15. TOTAL BUILDING COVERAGE:
LOT 1 = 2318.66 SOFT
LOT 2 = 2457. 76 SOFT
EXISTING UTILITIES LEGEND
ITEM
GAS LINE
WATER LINE
ELECTRICAL LINE
TELEPHONE LINE
SYMBOL
w
NEW CONCRETE DITCH PER
AGREEMENT WITH SDG&E
(0
N
" N
CXl N
a,
N
"' 0
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.,
N
fi3
PROPOSED COVENANT
OF DRAINAGE EASMENT
R/W 60'
R/W
11 . 2· 16.4'
18.8' 13.6'
A.C. PAVING-A.C. DIKE
2% ~
f
\TYPE "G"
CURB & GUTTER
EXISTING TYPICAL STREET SECTION
GARFIELD STREET
NO SCALE ;::-PROPERTY LINE
--....::,"""'~ N 3T56'07"w --59·...,_8""'3,.., -~:,z: :,:IT !!
--T-__ F01R BENIFIT OF L:T ~
. ~ I ,--------r ----7
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I L _______ J_ __ /\____ PROPOSED COVENANT
_ -~__J OF ACCESS & UTILITY EASEMENT FOR BENIFIT
OF LOT 1 PROPOSED COVENANT OF
ACCESS & UTILITY EASEMENT
FOR BENIFIT OF LOT 2
I
,f-----1----/ EXISTING PALM
-=~i==±i TREE TO REMAIN
CD DRAINAGE~ UTILITY SC~L~~=2~CC ESS EASMENTS
0
MILE
Source: USGS DLG Dato
Vicinity Map
NOTES: TENTATIVE PARCEL MAP NO. MS 03-05
1. COMPLETE TA X ASSESSOR'S NUMBER:
2. LEGAL ACCESS:
3. EXISTING ZONING:
4. GENERAL PLAN DESIGNATION
5. PROPOSED USE :
6. SOURCE OF DOMESTIC
WATER SUPPLY:
7. FIRE PROTECTION:
8. SCHOOL DISTRICT
9. SEWER:
10. TOTAL AREA:
11 . SOURCE OF TOPOGRAPHY:
12. TOTAL NO. OF LOTS & UNITS :
LEGEND
ITEM
PROPERTY LINE
BUILDING SETBACK LINE
PAVEMENT ELEVATION
FINISH GRADE ELEVATION
TOP AND BOTTOM OF WALL ELEVATION
TOP OF FENCE ELEVATION
IE FOR AL TERNA TE DESIGN
EXIST. CONTOUR
EXIST. TREE
CUT /FILL SLOPE
FINISH SPOT ELEVATION
DAYLIGHT LINE
NEW SEWER LATERAL
NEW WATER LATERAL
PROPOSED STORM DRAIN
12" X 12• CATCH BASIN
STORM DRAIN CLEANOUT
GRADED SWALE
CONCRETE PAVING
DIRECTION OF FLOW
LEGAL DESCRIPTION:
206-092-17
GARFIELD STREET
R-2, BAOZ
RMH
RESIDENTIAL
CITY OF CARLSBAD
CARLSBAD FIRE PROTECTION DISTRICT
CARLSBAD UNIFIED SCHOOL DISTRICT
CITY OF CARLSBAD
.22 ACRES
SOUTHERN CALIFORNIA SURVEY
DA TED : JUNE 29, 2000
SUPPLENTED W / CITY OF CARLSBAD
200 SCALE TOPO (EAST OF SITE)
DATED: XXX
2
SYMBOL
so.20 P
5020
5020 Tf
[so.20 'El
y 2:1 y
7905
~ -----<®
-------;@
6" PVC O 2% UNLESS OTHERWISE SHOWN
□
0 co
(= <= <= r ,~-_4 ~4 ..
1
LOT 2 IN BLOCK "V" OF PALISADES NO. 2, MAP NO. 1803
IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA
SEE CITY OF CARLSBAD BOUNDARY ADJUSTMENT AND CERTIFICATE OF COMPLIENCE
RECORDED 6 /26/91 AS F /P NO . 91-0309874 AND 91-0309875 OF OFFICIAL RECORDS
ASSESSORS PARCEL NO'S: 206-092-17
SUBDIVIDER:
SEA BISQUIT, IN C.
P.O. BO X ;¥2406
CARLSBAD, CA 92018-2406
PATRICK W. MCGUIRE
OWNERS:
SEA BISQUIT, IN C.
P.O. BO X ;¥2406
CARLSBAD, CA 92018-2406
PATRICK W. MCGUIRE
PREPARED BY:
PRESIDENT
PRESIDEN T
LINTVEDT, McCOLL AND ASSOCIATES
3737 CAMINO DEL RIO SOUTH, SUITE 200
SAN DIEGO, CALIFORNIA 92108
< ?~Jt (}fl/ /0-/6-03
PATRICIA M McCOLL RCE 36873 r---------------1~,
APPROVED
Li:11 CITY OF CARLSBAD I SHEZ TS
TENTATIVE PARCEL MAP
W.0. 12259 DRFT, D~ CHK'D BY, TM
LlnTVEDT. mvC.OLL
er A.S.SOCIATE.S
■CIVIL ENGINEERING
■ LAND SURvt:YING
3737 Comiio Del Rio South, Suite 200, San Diego, CA 92108■(619)280-J100■Fox(619)280-1515
103103
111003
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12259\
TENTATIVE PARCEL MAP NO. MS 03-05
PROPERTY LINE PROPERTY LINE
5'± 9±
LOT 1 LOT 1
EXISTING BUILDING EXISTING BUILDING
53± FF .•.
4
2
BACKFILL TO TOP~ OF BEND W ,•
3/ 4" AGGRtGATE r,.
,J-r.
STORM DRIAN PIPE ,~-::
.:. ·"
. ', ..
• . : '
CD
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•
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42" HIGH REDWOOD FENCE
55.5 TOP OF FENCE
:i2,Q TQP QF' WALL
RET. WALL C-1
4 .65 FG -
47.37± FOOTING
SECTION
1 "=5'
, ' ,,. '
12" CAST IRON
RKED • REMOVABLE CAP\ GATE CAP MA
"STORM DRAIN
, '
12" NOMINAL DIA.
CONCRETE ROUND SUMP BOX WITH
CAST IRON LID MARKED "STORM DRAIN"
TO MATCH EXIST. GRADE
REMOVABLE CAP
PVC RISER IS SAME
DIAMETER AS PIPE
~-45' BEND AND WYE
CAP AT END OF PIPE
""mz._----,..1RUN
I.E. PER PLAN
-., .. ' . •:' ·•:·
I • ,1,. ':·.' • 0 . .. ~ • "' -,, ' . -cc -. -
-r...: ~~ ~ ....
12·
BACKFILL TO TOP~
OF BEND W/
3/ 4" AGGREGATE
o~.
,!'!Jl• STORM DRAIN PIPE ••1:'0'·
•••••
--
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'•'.I: ,•' ·. co NCRETE
TION OF
..
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',J • ( ~ • i· ,.; -T~C DIA. METALLIC
PLASTIC PIPE 12· OR
PVC RISER IS SAME
DIAMETER AS STORM
DRAIN PIPE
45' BEND ANO WYE
CAP AT ENO OF PIPE
.q,:;"----., RUN
I.E. PER PLAN
NON-PAVED AREA PAVED AREA
3 STORM DRAIN CLEANOUT
2 NOT TO SCALE
SIDEWALK
,• . '. ..
EXISTING GROUND 52.3±
4
2
CD SECTION
3/4" PLYWOOD SHORING
42" HIGH REDWOOD FENCE
56.20 TOP OF FENCE
RET. WALL C-1
-
..,,_....,._,47.37± FOOTING
4'
"
•
.Jl.-,elt--BACKFILL UPPER 12" WITH RIVER ROCK -3" MIN.
'--1-----'-TO::.:P-.=-OF WALL MIN. 4" BELOW ADJACENT FINISH FLOOR ELEVATION
..-+-BACK FILL WITH 3/8" GRAVEL
...--,-MIRADRAIN 2000
3" PERFORATED DRAIN O 0.5%
• <1 ,.,,,,... .....
t:iQIE
ADJUST INVERT ELEVATION
'/<. ,,>: ,.
J .. .1 ,· . .,1 r .,
'
0.5'
·j/ (
' ⇒-:f-,7).~.,..'----Ji___6.PERFORA TED PVC
" 3/4" MAX.
CRUSHED ROCK
FILTER FABRIC
OF UPSTIREAM PIPES FOR
POSITIVE FLOW TO FRENCH DRAIN
4 SHORING AND DRAINAGE DETAIL 5 FRENCH DRAIN
2 NOT TO SCALE 2 NOT TO SCALE
L!:l I CITY OF CARLSBAD I SH2TS
TENTATIVE PARCEL MAP
W.O. 12259 DRFT: OM CHK'D BY: TM
■PLAttNINQ
LlnTVEDT. mc-cOLL .c,~, ..... .u:., ••
Er A .'.:> .'.:> 0 C I A T E .'.:> OLAND SURVEYING
3737 CGmlno Del Rle South, Suite 200, Sl!ln Diego, CA 1121oe.■(e111)1l!O-J100 ■ito~(e1t)280-1S1s
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