HomeMy WebLinkAboutMS 02-05; CARLSBAD OCEAN ESTATES; Tentative Map ExhibitLEGEND
TC -TOP OF CURB
FL -FLOWL/N£
NG -NATURAL GRADE
FG -FINISHED GRAD£
FS -FINISHED SURFACE
AC -ASPHAL TIC CONCRETF
TW -TOP OF WALL
TF -TOP OF FOO TING
0 POWER POLE
/NV -INVERT ELEVATION
FF -FINISHED FLOOR
HP -HIGH POINT
£P -£OGE OF PA V£MENT
GPAD -GARAGE PAD
GF -GARAGE FLOOR
TG -TOP OF GRATE
7B -TOP OF BERM
RETAINING WALL (S££ PLAN FOR HEIGTHS)
SHEET FLOW (1:C MIN)
CONC£NTl'?A TFD FLOW PA TH
CONCR£TF HARDSCAPE
REMOVE: EXIST. AC PA V£M£NT
I l .............. . . . . . . . . . . . . . .............. 01,U?LA Y EXIST. AC PA VE:MENT
r.7 CONST. CONC. SWALE PER
~ SDRSD D-75 TYPE 'B'
0
I I
20 40 ----
SCALE: 1 "
60
20·
I I .
\
80
\
\
\ \.
/
V {
. . . . ..
\ ~ ... -
\ .. .
\
\
-
71.50 FS
\
71.50 FS
71.50 11S
GF • ~1.50
GP -'71.00
FF • 81.00
PAD=B0.50
0 TF -
GF ~ 65.50
GP • 65.00
65.50 FS
68.50 FS •,
I
>\
68.50 Fs·,
'i).9""
EX.
R/W
I
EX. AC PAVEMEN'F-
PARCEL MAP
OCEAN ESTATES WRITTEN PERMISSION REQUIRED
WHEN CUT IS ON ADJACENT PROPERTY
,_ z ..,
::,
55' ~ I
It I ... m• 0
g ..,
<.O z
&i ~
X ..,
-NEW AC BERM
a,,,
PROP.
R/'!I
• n•
PRrl.lECT SITE
.
L FINISHED GRADE
NATURAL
GRADE
, 1
1:1 BACK CUT
FOR VERT. CUTS
OVER 5' HIGH ~ .........
PROPOSED BLOCK
RETAINING WALL
HOOVER STREET TYPICAL CROSS SECTION BACK CUT DETAIL
82. P OF
_BOND~
"' \
'
0.5.f.G-./ 0
\ --
3.46 F\
\
73.46 FSI
GF • 68.50
GP = 66.00
j
I
F~ • 77.
PAD•77.00
\
POOL
/
\
\
NOT TO SCALE
PROP •
R/W
PROJECT SITE
POOL\
80.5 to
0
~
\
\
\ l
\
' \
• n'
7.5'
\ ----~ -I
,90.A-~
85.0 TW 1
79.0 TF
H='
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0
~~ --\ 5.0 TW
1 89.0 TF
I H=6'
.
\
\
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' I
• \
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\
\
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EX.
R/W
I
I
13'
-~n•
5,5'
2~---I
. . . .. ..
6" I '
17'
~ 14 p: -GRIND & :,
" OVERLAY " 0 2.0"'
,, ...
NEW AC PAVEMEfil_ OVER BASE
a,,,
60'
It 30'
17'
EX.
R/W
I
I
13'
5.5' I
"n'
7.5'
FUTURE
R/W
2.0~ 1.5'-i-_2,._I
·•• ..... ·.1 j •. :
1:::!.C;· FUTURE
SIDEWALK
UTURE C&G
-EX. AC PAVEMENT
ADAMS STREET TYPICAL CROSS SECTION
\
I
t
Y? -~-\
\
\
\
I ' I
NOT TO SCALE
VICINITY
CITY OF OCEANSIDE
HIGHWAY '8
PACIFIC
OCEAN
MAP
CITY OF ENCINITAS
ADAMS
CITY OF VISTA
LOCATION
NOT TO SCALE
MS 02-05 PROJECT DATA:
PROJECT NOTES:
GROSS AREA
NUMBER OF LOTS
TYPE OF LOTS
NUMBER OF UNITS
EXISTING ZONING
PROPOSED ZONING
PRESENT USE
PROPOSED USE
DENSITY PROPOSED
GENERAL PLAN
AVERAGE DAILY TRAFFIC
ASSESSOR'S PARCEL NUMBER
1.14 ACRES 49,673 SF
3
RESIDENTIAL, SFD
(0) EXISTING, (3) POTENTIAL
R1 -15,000
SAME
VACANT
SFD (3)
1.75 / AC
RLM 3.2 / AC
30 TRIPS
206-180-32
SERVICE AGENCIES:
SEWER
WATER
FIRE PROTECTION
SCHOOLS
GAS
ELECTRIC
TELEPHONE
CABLE TV
CARLSBAD MUNICIPAL WATER DISTRICT
CARLSBAD MUNICIPAL WATER DISTRICT
CITY OF CARLSBAD
CARLSBAD SCHOOL DISTRICT
SAN DIEGO GAS & ELECTRIC
SAN DIEGO GAS & ELECTRIC
SBC
ADELPHIA
FLOOR AREA BREAK DOWN;
3 RESIDENTIAL LOTS:
PARCEL # 1
PARCEL # 2
PARCEL # 3
TOTAL AREA
15,713 ± SQ FT. ---LOT # 1 BLDG. SIZE
15,420 ± SQ FT. ---LOT # 2 BLDG. SIZE
16,852 ± SQ FT. ---LOT # 3 BLDG. SIZE
47,985 ± SQ FT.
5,932± SF
6,485± SF
5,507± SF
OWNER: PREPARED BY:
HENRY OLIVIER AND LLEANA VISCAL -OLIVIER
2979 WEST OHIO AVE.
CETECH ENGINEERING
2252 W. CARSON STREET, STE. B
TORRANCE, CA 90501 SAN BERNARDINO, CA. 92407
(909) 880-1146 (310l 533-1550 PHONE
(310 533-1280 FAX
LEGAL DESCRIPTION
THAT CERTAIN PORTION OF LOT 4 IN BOOK C OF BELLAVISTA, IN THE CITY OF CARLSBAD, COUNTY
OF SAN DIEGO. STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2152, FILED IN THE OFFICE
OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. MARCH 7, 1929, DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST SOUTHEASTERLY CORNER OF SAID LOT 4; THENCE ALONG THE SOUTHERLY
LINE OF SAID LOT 4, SOUTH 73'21' WEST 10.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE
CONTINUING ALONG SOUTHERLY LINE, SOUTH 73'21' WEST 195.50 FEET MORE OR LESS TO THE
MOST SOUTHERLY CORNER OF SAID LOT 4; THENCE ALONG THE WESTERLY LINE OF SAID LOT 4,
NORTH 26'09' WEST 160.00 FEET TO THE BEGINNING OF TANGENT CURVE, CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 465.00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID
CURVE 56.60 FEET THROUGH A CENTRAL ANGLE OF 6'58'25"TO THE MOST WESTERLY CORNER
OF LOT 4; THENCE ALONG THE NORTHWESTERLY UNE OF SAID LOT 4, NORTH 26'11' EAST
110.30 FEET MORE OR LESS TO INTERSECT A LINE PARALLEL WITH AND DISTANT 20.00 FEET
SOUTHWESTERLY, MEASURED AT RIGHT ANGLES, FROM THE NORTHEASTERLY LINE OF SAID LOT 4;
THENCE ALONG SAID PARALLEL LINE, SOUTH 63'49; EAST 216.60 FEET MORE OR LESS TO A
POINT ON A LINE WHICH IS PARALLEL WITH AND DISTANT 10.00 FEET WESTERLY, MEASURED AT
RIGHT ANGLES. FROM THE EASTERLY LINE OF SAID LOT 4; THENCE ALONG SAID PARALLEL LINE,
SOUTH 16'39' EAST 143.67 FEET MORE OR LESS TO THE TRUE POINT OF BEGINNING.
GRADING
CUT 3,500 CUBIC YARDS
500 CUBIC YARDS
2,000 CUBIC YARDS
MAP
FILL
EXPORT
C 29861
EXP. 3-31-01
NOTE;
REMOVE EXISTING TRAFFIC STRIPING ALONG ADAMS STREET
AND INSTALL NEW STRIPING AS REQUIRED BY CITY.
REVISED 9/15/04 PER CONDITIONS or APPROVAL
PREPARED BY:
•:•CETECH ENGINEERING
ENGINEERS • PLANNERS • SURVEYORS
2252 W. Carson Street, Ste. 8, Torrance, California 90501
PH (310) 533-1550 • FAX (310) 533-1280
HOMAS T. YUGE, P.E.
EGISTERED CIVIL ENGIN
R.C.E. NO. 29861, EXPIRES -31-07
CETECH PROJECT NO. P-5263 SHEET 1 OF 3
~ 00. = N
I = t'Jt
T E N T A T I V E p A R C E L M A p
C A R L s B A D 0 C E A N E s TA TE s
------·-----------------·-•-y ,. ..... ·-·-····-. ------
···--··-
-----·-·--PL -·-··-----------
I
PL PL p
I
I EX. GRADE---.. ' 10 ' --------···--·-· --------· -----------·-······ 100
' I ' \ '
I ' ' I I
EX. ~G~ ' ' '
i
--------l -----·-··------.. .... . .. -------
BLDG. ' ' ------------I -----=-----i ' ----Bl-fle~ ------------
' F.F. 81.00 I --' "'LOG. ---------
-------==-------__ Jll ' ----------------"-"-" ----~,,-.-
C --------------' F.F. 73.50 -----------i! IJ, ---
I -.. . .,._ . ---·----· ...... . .. -----------
... ,.,-------------------
50 50 ----···-····-··----------------
SECTION D-D
------····--.... -----·-------.......
'
. ··-·-. _,, -·······---------· -
...... ---
_,,,,, -··· -----------. -------·-
PL
10 I 100 -----
' '
-----------I ---·-· ''' ·------------------~---··· --., .. ,. ....
CIC ti. PRJiP. ---
BLDG. ---R1W l R W R W ---------I F.F. 81.00 -----------
' --jS'MMMIN(; POOL ------l ' ----·--·····-·--·------------I ----
' I I GARAQ~--------------
' I i:,F: 7f.50
I ' ' -----L ___ ' -·--· __ ,, __ -,.t~------HOOVER STRECT ---
----______ ,_
'
50 -··----------50 ·----·--------
SECTION c-c
-----··--···------··-·-------..... -
'
!'l--------
I
' --·-···-··-__ , --· -·---·--. __ ,.,.
I
' ' ···--·-·---··--... _,_,_ ---····-----------· ... -··-·-· ·-. , --_, __ ,_ -------· ... ---· --------
----------7 -------' 10 --, -t--100 --·-"··-·· --·-------------·----·····--.. ---.. ·----------·-
---j-----.
ct. EX% P~,lr , , -EX. GRADE--. , -R W R W --,
--.. ----------_____ ,.
I I \_il _____ ---------,, -
' ' -----
I ' ' ' ---------------· .. -----I I at-De. -------____ ., __ .... ----··· ---------
-Ji ~
' ' F.F . ..7.3,50----
; ; ----I SWIMMINGII ---.. _____ ,, _____ -. ---------------e-AR"A°GE ---f>60I: -··--····---· .. ··-·-... ,
I I I ---------=-s. 65.50 ' ' --------
ADAMS I STRECT /--?%i ,
I
, I ~
~PROP. ARDE
50 -----···· ..... ------·-----50
'
SECTION B-B
---------------------------------
-· -·-·--·· ----------·,--
IL
----····-· --···--~-' -___ , ___ ,, ........... ,---------····
'
EX. GRADE---._ J ---------------:
, -·----------------r ----·-··-----
ct. E~ PRJiP \1_ __ ,,,,/,/, I
' 10C --..... R [-[ W 100
, ------' ' ---
' ' PROP. GRADE -r----------
' ----. -· -·-----·-·------I I -. "" ·-·--·-· . -------------' I -----
' BLDG. ------RE'IISED 9/15/04 PER CONDl170NS OF APPROVAL ' -----------; _f.f •. 1-7,& ----
' PREPARED BY: ---------·----·-·--,. -----.. ·-·-----I ---·----------. -·------II SWIMMINGII -------' -----GARAGE ' ' ----POOL •:•CETECH ENGINEERING I -----
I ,t ·· -----F.F. 68.50 ,--.. ---------------------------· -__ ,,_ ---,.,. ...... , .... ,.,., -·-----' L---y1~i.('1FE.S SJ(),'\; ., -----/ i ,j) ~~ ENGINEERS • PLANNERS • SURVEYORS
ADAMS STRI tr '
, 2% r;-, (,\1-, . tc;__, <".-, 2252 w. Carson Street, Ste. B, Torrance, California 90501 , ,."-, -8' G' '!:, ----·---... ---' --v, 1--.,_, ~\' ""
~ <:.• 1,·,
~O)
533-1550 • FAX (310) 533-1280
SECTION A-A
I
lJJ C 29861 "' 0: OU
50 50 * EXP 3-31-07 ;? pf__ tluA+ -. -·-···---.. ----------. ·---------·· --------* HORIZ. SCALE: 1"=20' I ,
&1; . C/V\\.. ~--:S-V ·• -VERT. SCALE: 1"=20' -1]; ;;;:. V THOMAS T. YUGE, P. :Z / forcALll0 DA1E
REGISTERED CIVIL ENGi ~ER
R.C.E. NO. 29861, EXPIRES./I-31-07
CETECH PROJECT NO. P-5263 I SHEET 2 OF 3
SLOPE MAP
CARLSBAD OCEAN ESTATES
-----
20 10 0
,.., ...
ci
£l
GRAPHIC SCALI:
20
( II! FEET )
1lnah=20ft.
"'
,I 1 I
-----
..
LEGEND
EXISTING CONTOUR ELEVATION .. -BO -
PROPERTY UNE --..Pt,.. ---
EXIST. WATER LINE W--
EXIST. SEWER LINE ---S--
EXIST. STORM DRAIN LINE ----::':ll:: ----
PROPOSED RETAINING WALL
0% to 15% SLOPE
15% TO 25% SLOPE
25% to 40% SLOPE
40% OR GREATER SLOPE
! ~ 16,612 SF ---34.7%
E'tf-Pi1 24,500 SF ---51 0%
1\\\\\\1 5,665 SF ---11.8%
1,208 SF ---2.5%
(ARTIFlCIAL SLOPE WAS CREATED DUE TO THE
EX. ACCESS ROAD THRU EX. EASEMENT)
TOTAL AREA 47,985 SF ---100%
CONSTRAINTS MAP NOTE
THE PROJECT DOES NOT CONTAIN THE FOLLOWING ITEMS:
1. MAJOR RIDGE LINES
2. RIPARIAN OR WOODLANDS
3. INTERMITTENT DRAINAGE COURSE
4. MAJOR ROCK OUTCROPPINGS
5. EASEMENTS ( NO LOCATION CONTAINED IN UTIUlY EASEMENT)
6. FLOODPLAINS
7. ARCHAEOLOGICAL SITES
8. SPECIAL PLANNING AAEAS
9. BIOLOGICAL HABITATS
10. BEACHES
11. PERMANENT BODIES OF WATER
12. WETLAND
13. LAND SUBJECT TO MAJOR POWER TRANSMISSION EASEMENTS
14. R/>JLROAD TRACK BEDS
15. INTERNAL VIEWS
REVISED 9/15/o• PER CONDITIONS or APPROVAL
,·\,1\1\,_) • )·> /.') •' v,. 1,;·· '\·:•'
C 29861
D.P J-31-07
Cl\/i'1..
PREPARED BY:
+:•CETECH ENGINEERING
ENGINEERS• PLANNERS • SURVEYORS
2252 W. Corson Streat, Ste. B, Torrance, Callfornla 90501
PH (310) 533-1550 • FAX (310) 533-1280
AS T. YUGE, .E.
RE ISTERED CIVIL ENGINEER
R.C.E. NO. 29861, EXPIRES 3-3
CETECH PROJECT NO. P-5263
11
SHEET 3 OF 3