HomeMy WebLinkAboutCT 94-07; POINSETTIA SHORES PA A-4; Substantial ConformanceI , ;
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EASEMENT NOTES:
ITEM PURPOSE OWNER REF
4 POWER, ACC. RTS SDG&E BK 722, PG 116,DEEDS
7 TELEPHONE PAC. BELL BK 5455, PG 457 ,OR
12 ACCESS SDCFCD F/N 74-115354,0R
17 DRAINAGE CARLSBAD F/N 86-294229 ,OR
A RIGHT OF WAY CARLSBAD F/N 86-294230 ,OR
FOUND IN SUBSTANTIAL CONFORMANCE
PARKING SUMMARY:
REQUIRED
PARKING: 122
VISITOR PARKING: 18
(ON-STREET PARKING)
TOTAL:
CITY Of OCEANSIDE
HIGHWAY ?a
PACIFIC
OCEAN
140
EBQEQ~ED
186
58
244
NOT TO SCALE
CITY Of VISTA
._er}
CITY Of c,,-.-,,~SAN MARCOS
VICINITY MAP
NO SCALE
REC. DATE
1/17/17
12/2/54
5/3/74
7 /16/86
7/16/86
DISPOSITION
REMOVE
REMOVE
REMAIN
REMOVE
REMOVE
----
LO 10
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I
LOT 1 LOT 2
I
94-01
Lor 3
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LOT 5
GENERAL NOTES:
ASSESSOR'S PARCEL NO ..
EXISTING ZONING
PROPOSED ZONING .
EXISTING GENERAL PLAN DESIGNATION .
PROPOSED GENERAL PLAN DESIGNATION .
CONTOUR INTERVAL
EARTHWORK.
SCHOOL DISTRICT .
WATER DISTRICT
SEWER DISTRICT .
AVERAGE DAILY TRAFFIC .
TOTAL ACRES
NUMBER OF LOTS .
NUMBER OF UNITS
DENSITY.
TOPOGRAPHIC SOURCE .
LOT
',
------,-~· -·, --
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216-140-25,-36,
. PC(POINSETTIA SHORES MASTER PLAN)
. PC(POINSffilA SHORES MASTER PLAN)
RM(POINSffilA SHORES MASTER PLAN)
RM(POINSETTIA SHORES MASTER PLAN)
1 '
. (SEE GRADING ANALYSIS)
. CARLSBAD UNIFIED SCHOOL DISTRICT
CARLSBAD MUNICIPAL WATER DISTRICT
. CARLSBAD MUNICIPAL WATER DISTRICT
610
12.7 AC. GROSS
61 RESIDENTIAL LOTS
2 OPEN SPACE LOTS
1 SEWER PUMP STATION LOT
1 PRIVATE STREET LOT
65 LOTS
. 61
. 4.2 D.U./ACRE
. SAN-LO AER!AL SURVEYS
DATED: 9-11-90
-----PONTO
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CARLSBAD
0
0
0
0
DRIVE
I --
BLVD.
SHEET 1 OF 4
C.T. 94-07
P.U.D. 94-06
TENTATIVE
FOR
SHEETS
MAP
POINSETTIA SHORES
PLANNING AREA A-4
SUBSTANTIAL CONFORMANCE EXHIBIT 'A'
o· 200'
100'
scALE r " 200·
@
® ®
0 ® --® l 0
® ®
® 8
GRADING ANALYSIS:
THIS SITE WAS GRADED UNDER THE APPROVAL
OF MASTER TENTATIVE MAP, C.T. 94-01 FINAL
GRADING FOR THIS PLANNING AREA INVOLVES:
CUT: 1~ CY. l'-f;½-00 c..y
FILL: ~ CY. 22,700 C'f
IMPORT: ~ CY. 8, 3<!:= e,y
BENCHMARK:
400'
LOT
DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER
ON NORTH ABUTMENT OF EAST BRIDGE
LOCATION: APPROX. 300 FEET SOUTH OF SOUTH ENTRY
TO CARLSBAD STATE PARK 40 FEET EAST
OF CENTERLINEOF NORTH BOUND CARLSBAD
BLVD. ON PONTO STREET BRIDGE NO.A78B2
RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA
BOOK, PAGE 135 NO. QC 0147
ELEVATION: 50.558 M.S.L.
9
LEGEND:
SUBDIVISION BOUNDARY.
EXISTING CONTOURS.
EXISTING WATER MAIN
EXISTING SEWER MAIN & M.H.
EXISTING STORM DRAIN .
EXISTING FIRE HYDRANT.
EXISTING STREET LIGHT
PROPOSED FENCE
PROPOSED FINISHED CONTOURS,
PROPOSED WATER MAIN
PROPOSED SEWER MAIN & M.H ..
PROPOSED STORM DRAIN & C.O ..
PROPOSED CURB INLET
PROPOSED FINISH FLOOR
ELEVATION
GRADED SLOPES (2: 1 MAX)
W/DAYLIGHT LINE
PROPOSED SPOT ELEVATION .
CONCRETE BLOCK RETAINING WALL
PROPOSED GUARDRAIL (M-9) .
PROPOSED SEWER FORCE MAIN.
PROPOSED FIRE HYDRANT,
PROPOSED STREET LIGHT
LOT LINE.
VISITOR PARKING
15'x15' PRIVATE PASSIVE REC. AREA
PROPOSED PAD ELEVATION
LEGAL DESCRIPTION:
--------
·-/1
--->--
---lill]t-----
---w·----
. ----0---S--
--1<>!---SD-
-----FM-
I
----0
VP
PAD=55.5'
LOT 4 OF CARLSBAD TRACT 94-01, IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP
THEREOF NO. 13181, FILED IN THE OFFICE OF THE COUNTY RECORDER
OF SAN DIEGO COUNTY ON JANUARY 26, 1995; OF OFFICIAL RECORDS
CIVIL ENGINEER/LAND SURVEYOR:
O'DAY CONSULTANTS, INC,
7220 AVENIDA ENCINAS, STE 204
CARLSBAD, CA. 92009
OWNER/SUBDIVIDER: r
KAIZA POINSEmA CORPORATION, A CALIFORNIA CORPORA~ f , .
7220 AVENIDA ENCINAS, STE 200 / l4r /
CARLSBAD, CA. 92009 ,,,.--~ LA I LI~
BY: /?7/(YI y"V~
REVISED APRIL 3, 1995
REVISED MAR. 28, 1995
REVISED MAR. 21, 1995
REVISED FEB. 6, 1995
REVISED JAN.31, 1995
REVISED JAN. 1995
REVISED OCT. 1994
REVISED MAR. 1994
✓ NORIKO SAIGA /
/ ('Ji DRAWN BY• N.B. SCALE, AS SHOWN 0 ~~ DESIGNED BY• ~J=,G=·--DATE• NOV. 1993
PROJECT MGR., G. O'D. JOB NO., 92-1016
C O N S U L T A T--S--t---------------71
722CJ A,·en,jo [nc,c,os:
Si.,,te 204
Co..-lsbo:s =·J Forn,o 320'.)9
619-'331-7700
,:-), d'CJ-?3J-3t>'3D
Civ,\ E"g,neET ng
Plonn,ng
Pr =,cess,r,,J
S'..1r-vey,,,g
ENGINEER OF \./ORK•
~~.{!/Lk DATE1~h'.'
--,R"C"E~, 32014
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1'.f;J ' \,
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'n-
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96'
10' J8' J8' 10'
J2' 6' 6' J2'
2X -
ti \IS;· L-{"'-· t~~~~.,.LL~,,,.U~"'
TYPE •rt TYPE "B-2" CURB L
<·• ., 11k
P.C.C. SID£WALK
CURB & GUTTER PER Dltt. G-6 PER OM,, G-2 AC. PAVfMENT OVER APPR0"1:D BASE
TYPICAL S£CTION -£XISTING WINDROS£ CIRCL£ (PUBLIC)
AND AV£NIDA £NCINAS ON-SIT£ (PUBLIC)
'):,\ \IS;·
4.5'
crtCURB
& GUTTER
NO SCALE
45' PVBLIC AU::Es5 (
G[NERAI.. unWY & ACCESS EASEMENT
J6'
\~
A.C. PAVfl.lENT
4.5'
TYPICAL SECTION -PR/VAT£ STR££T
NO SCALE
STR[[TS 6, 7, 8, 9, 1 0
18'
\IS:· t-1 .C.C. SIDEWALJ< ____/
10'
5.5'
2X -
~
3
56' l'V8L/C l'D:_E.f, S. 4
G[NERAI.. UTTWY & ACCESS EASfMENT
J6' 10'
<·' ., 11k (
'-TYPE "rt CURB
d: GUTTER
P.C.C SIOEWALJ( ~ AC. PAVfMENT OVER APPR0"1:D ~E
TYPICAL SECTION -PR/VAT£ STR£IT
(
NO SCALE
STR[[TS P&L
84'
48'
24'
I
24'
I
18'
\ P.C.C. SIDEWALJ<
~-TYPE •rt CURB
& GUTTER l AC. PAVfMENT OVER APPRCNED ~E
TYPICAL SECTION -AV£NIDA ENCINAS
NO SCALE
50' MIN.
101.5 F.F.
101.0 PAD
;
LOT LINE 1
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5' f.llN.
b SIOCWflLJC Wrl[RE
N SHOWN ON PLAN -
STREET GP>.DE 1% MIN.
,,,
5
9
--CUR8 I GUTTER,
LOT LINE 0
FACE Of CUR8 s------+---S----S--~----•--~---•----•----
TYPICAL LOT DRAINAGE DETAIL
NO SCALE
NOTE: LOTS WILL SURFACE DRAIN OR
USE ALTERNATE AREA DRAINS
WITH FAILSAFE OVERFLOW
• THESE AREAS HAVE BEEN PLANIMETERED
AND ARE WITHIN ± 10% \ -•
\ LOT AREAS I
\ LOT NO. LOT AREA (SF)/
\ 1 6630 I
\ 2 6150 I
\ 3 5930 I
\ 4 5790 /
\5 5520 /
~ 6100/
632~
8\ 51io
9 \ 5 00
10 \ i250
11 \ /8575
12 \ / 6140
13 \ / 5460
14 \ I 6720
15 \ I 7650
16 \ 6210
17 7250
18 6400
19 I 7300
20 I \ 6300
21 I \ 6300
22 I \ 6300
23 I \ 6500
24 I \ 6380
25 I \7280
26 J ~ 90
21 I 6 l5
2 7571;
758(
to 8830 \
/ 31 7000 \
I 32 5670 \
I 33 6630 \
I 34 6900 \
I 35 5400 \
I 36 6570 \
I 37 5470 \
NOTE:
I
,
\
\ LOT
\ LOT NO.
\ 38
SHEET 2 OF 4 SHEETS
C.T. 94-07 /P.U.D. 94-06
AREAS I
LOT AREA (SF/
7520 I
\ 39 7400 /
\40 1500 /
\1 9401}'
4~ 8800
43 \ 9;1'00
44 \ .S600
45 \ / 8600
46 \ I 8340
47 \ I 8100
48 \ I 8580
49 \ 17000
50 /\ 9800
51 I \ 9050
52 I \ 8100
53 I \ 8200
54 I \ 7790
55 / '('830
56 / 7'40
57/ 75\0
58 7750..
/59 7250 \
I 50 6400 \
I 61 5490 \
•I 62 4,780 SF \
/ .. 63 1,590 SF \
I tO 64 4270 S.F./0.1 AC. '
" -INDICATES OPEN SPACE
••• -INDICATES PUMP STATION
NOTE: PRIVATE STREETS WILL BE
IN SEPARATE LOTS
<;,££ SHEET 4
F'OR ~OT AREA 1/JR)RMATION
SEE. I-OT AR.EA TABLE .SH6ET' 4
BENCHMARK:
DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER
ON NORlH ABUTMENT OF EAST BRIDGE
LOCATION: APPROX. 300 FEET SOUTH OF SOUTH ENTRY
TO CARLSBAD STATE PARK 40 FEET EAST OF
CENTERLINE OF NORTH BOUND CARLSBAD
BLVD. ON PONTO STREET BRIDGE NO. A78B2
RECORD FROM: NORTH COUNlY VERTICAL CONTROL DATA
BOOK, PAGE 135 NO. OC 0147
ELEVATION: 50.558 M.S.L.
REVISED APRIL 3, 1995
REVISED MAR. 28, 1995
REVISED MAR. 21, 1995
REVISED FEB, 6, 1995
REVISED JAN. 1995
REVISED OCT, 1994
REVISED JUNE 1994
REVISED MAR 1994
::1-· ":<-"'·JO
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:,v,I Er>1;i,r22~,r,;
;-,, ,:,-,~ ~]
p,., r:,..:e-s~ ',g
C,c,,' Vf"j r,-;
DESIGNED BY,
DRA\JN BY•
PROJECT MGR.,
_,LG=•--DATE, NOV. 1993
N.B. SCALE• AS SHOWN
G._Q'JL JOB NO,, 92-1016
ENGINEER OF \./ORK•
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RCE• 32014
D~t~ :J4,:':)4.',i5 ·,me D946 3Y PC ff6 ~1LE=F\JOBS\921G 16\9216T2-4SWG
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5120' ~ • 111-1-_,,:=,,~¥~~,--1'fh-;;,--,--;r"v=m'm--1-+1-~ ,
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MATCH LINE
EXIST. O.H. ELECTRIC
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SHEET 3 OF 4 SHEETS
C.T. 94-07
P.U.D. 94-06
NO. OELTA OR BEARING RADIUS LENGTH
1
2
3
4
5
LOT 2
16" WATER
1 r~ -.--
lr.=;::;1--~ ---~ ''
12
~
/ i .. Z.1~~
f 11r ,;, ,
, I 1--=-.1-.I! _.
--•-1~'°6 -
REVISED MAR. 28, 1995
REVISED MAR. 21, 1995
REVISED FEB. 7, 1995
REVISED JAN. 1995
REVISED OCT. 1994 -~i/ __ ---<f/ BENCHMARK:
rl--!c"c!''__' --'-. ~-. \ .-,If.I/_. . DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER I ~ R; . ' :, ' ;J ON NORTH ABUTMENT OF EAST BRIDGE
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0 "' ~ : ,.·• LOCATION: APPROX. 300 FEET SOUTH OF SOUTH ENTRY -----:.:::i~t:~!:.::J.:~Ji -TO CARLSBAD STATE PARK 40 FEET EAST OF I ' : ' CENTERLINE or NORTH BOUND CARLSBAD BLVD.
1/ ' ON PONTO STREET BRIDGE NO. A78B2 Ill ,_· RECORD FROM NORTH COUNTY VERTICAL CONTROL DATA
BOOK, PAGE 135 NO. OC 0147
7220 Avenido Enelnos
Sui~e 204
Carlsbad, Co1ifornia 92009
61g-9Jl-7700
Civil Engineering
Planning
ProcEssing
Surve)'ing
I ELEVATION: 50.558 MSL. F"o:l<:619-931-8680
F•\JOBS\%1019\%190T03 3-24-98 [,Q&-21 pM
XR£FS: HONE PSD: HONE
D.=4'33'52'
N 3"52'21' E
N 86'07'39' W
N 3"52'21" E
N 86'07'39' W
o· 10·
' '
6
773'
40'
' -
'
' '
61.58'
49.82'
20.00'
53.00'
20.00'
----
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-----5' 20' 80'
SCALE: 1' = 40'
OESIGNEO SY: J.G. DATE: NOV. 1993
ORAWN SY: N.8. SCALE: 1' ~ 40' ~=---
PROJECT MGR.· G. 0'0. JOB NO., 92-1016
ENGINEER OF WORK,
GEORGE O'DAY
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-5-, 20' O'
SCALE: 1' = 40'
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'~'TE dONNECTION,) '\"' ! · 9 PER
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ELEVATION:
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\9619DT04 F:\J0BS\%1019
XRtFS: NON£
• '1 SH'EET
'
OF 4 SHEETS
; '
--c~J. 94-07
·-.. D 94-06 p .u. .
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3-24 98 1,09,33 PM
PS~ NON£
,r' 6'~c:;,
-~:-~:~_;:,,"
_-c..---
-j
8439
8003
8294
13945
AREAS HAVE BEEN NOTE: THESE ETERED AND ARE PlANIM
WITHIN ± -IQ%
OPEN SPACE ,. _ INOICAT~i PUMP STATION '" -INDICAT
STREETS WILL BE NOTE: PRIVATE RATE LOTS IN SEPA