HomeMy WebLinkAboutMS 05-08; GARFIELD HOMES; Tentative Map ExhibitTENTATIVE PARCEL MAP NO. MS 05-08
GRAPHIC SCA LE
L _____________ _,_6'-2
,, 0
l►c-iii -5 "
1_1
20 <o 1 ___ ~1
PROJECT BOUNDARY -------------------------------
LEGEND:
ITEM STD. n,rc' s QUANTITY SYMBOL CONDOMINIUM STATEMENT:
·O,9
• WATER FROM PATIOS SHALL DRAIN
TO PROPOSED SUMP PUMP. PIPING
& DRAIN LOCATIONS PER FINAL
PLUMBING PLANS.
JL01r ll2 2.5' OF 6" PVC
STORM DRAIN
( IN FEET )
1 inch = 10 ft. J----'---3_0_' _____ +~---1---...:.3...:.0_' -----..J EXISTING CONTOURS----------------------------
THIS IS A MAP OF A CONDOMINIUM PROJECT AS DEFINED IN SECTION
1350 ET. SEQ. OF THE CIVIL CODE OF THE STATE OF CALIFORNIA AND
IS FILED PURSUANT TO THE SUBDIVISION MAP ACT. THE TOTAL NUMBER
OF CONDOMINIUM DWELLING UNITS IS 4.
1L01r 9
+
CATCH BASIN
TG=60.22, IE=59.1
60.47 TRW
59.38 BRW
,11
IJ
'
--~6647 JW
61.50 TRW
60.47 BRW J 6'o
0 ·-2& <O
CATCH BASIN
TG=60.43, I =59.43
I
EXISTING 6' EASEMENT ;:--:;---4---IHII--. -I
SDG&E BOOK 961, PAGE 3
DATED JULY 10, 1925
FG=60.47
SEE LETTER OF PERMISSION
DA TED: 10/13/2005
N
(J1
CATCH BASIN W FIL TE
TG=60.20, IE=58. 73
di
64.40 TW
60.50 TRW
58.40 BRW
64.40 TW
60.50 TRW
58.40 BRW
CATCH BASIN
N 0
G=59.18, IE=58.40
64.40 TW
59,30 TR
58.40 BRW
1 o·
'
BASEMENT
FINISH FLOOR=
UNI7t
II===
.00
60' I 1 1~--------3-0-,------------3-0-,--------,o~r
0 ---------------1--------------t G ~ 10' 40' 10' ~ ~ ,---~-1-~----------------1--~-----,·-' ¼
4.5/3, 20' 20' 1_41:5_5'
EXISTING AC PAVING
5_5• I ---5.5' PROPOSED CURB ---, ---I
& GUTTER
I I EXISTING EDGE
OF PAVEMENT /
~ ~~~w~-
CATCH BASIN
0 3.00%
69.69 TW
65.50 IR
63.69 BR
6' HIGH PRIVACY
_,_~STEP-DOWN WALL
CATCH BASIN
TG=63.50, IE=60.85
G=60.46, IE=59.46
N 55'27'00" E
CATCH BASIN :2
TG=63.19, IE=60 7
120.00'
CATCH BASIN
TG=63.68, IE=61.
FG=60.96
F =53. O
]L(Q)lf lili
BASEMENT
FINISH FLOOR=53.00
UNIT 3
Ff=61.49
FG=63.69
I
FINISH FLOOR=55.73
UNIT 2
N
0
BASEMENT
FINISH FLOOR =55. 73
UNIT 1
FF=64.22~~~;;ft ~~~FF=64.22
60.00 FG TW
JLO
C C
I
I ~1 I -/
60.00 FG I @ DRAIN
1/
I
I
--v V
~ EX. WATFR MAIN
CX)
(J1
,
STREET DATA TABLE
STRffT NAM£ CLASS/FICA TTON AD T(V[HICL[S} DE.SIGN SPffD (MPH) R/W (FT)
CHINQUAPIN A vfNUE 2 LANE-RESIDENTTAL JO --50
GARFIELD STRffT 2 LANE-RESIDENTTAL JO --60
25' 25' : I~ z
8.5' I t;;
20· 16,5' I i'.5
4 .5'
EXISTING AC PAVING 1 3.5'
5' -j ~
1 o'
0 0:: a.
" 0
15.63 FG ;
i-r, n ~ ...,
t--c;:a~...., z
,-==,
..
•.
'
w z
::J
>-1-
PROPOSED
AC BERM
TRANSITION
--l+-r"2,-EX. ANCHOR
REMAIN,
OTECT IN PLACE
.20 TC
.70 FL
,,__,,_ "EW CURB &
UTTER PER
DRSD
TREES TO ~ MOVED
vfr;,1",s NOT IN RO)
slD FIRE SER~CE
" I
: WATER ME ~ R 0
MAIN , CONvilT
IRRIGATION SER CE
"
POWER POLE
REMAIN, PROTEC
LACE
OVERHEAD
ITIES TO
AIN 2 0 ,
GH PRI VACY
-DOWN WALL
+/-1 4'
TC
FL
EX. SEWER
MANIIOL[
IE=57.07
12'
--.
•
PROPOSED TYPE C-1
MASONRY WALL
6' MAX HEIGHT
*FOR PUDLIS IIOlfif<OVEMENfS
Q►I CARFIEL8 SfREET
> SEE SI lEET 5
>
>
>
>
>
20·
>EX.CURB _/
& GUTTER
1 o·
>
>
.,,.
1-
z ::,
"'w I
~li,.-~---'-10~'--=-S~ID~E~Y~A~R~D-------l
Cl w ~ 0
[L
0
"' [L ~, OUTLET PIPE
PROPOSED S/W PROPOSED PAVING EXISTING CURB__./ ~ EXI STING S/W -ri I
EXISllf!G GRADE f
TYPICA r. SECTION CARFIKT.Q STREET
NOT TO SCALE
ALTA CONSULTANTS
PLANNING ENGINEERING SURVEYING
4901 Moren/JI BJvd. Ste. 409 S•n Dieao, CA 92117 (858) 581-6101 Fu (858) 561-6136
JOB NO.: 2117-0fl. DATB: AUGUST 12, 20011
PROPOSED CURB __/ \
PROPOSED S/W & GUTTER EXISTING CURB \__ EXISTING S/W
TYPICAT. SECTION CHINQUAPIN AVENUE
NOT TO SCALE
==I I \==\_\_I:-\ .:::1 I I 0
CATCH BASIN W/
FOSSIL FILTER INSERT
TG=60.20, IE=58.73
SECTION c-c
NOT TO SCALE
BASEMENT
SU MP PUMP
IE=52.00
EXISTING CURB & GUTTER------------------------
EXISTING ASPHALT CONCRETE DIKE-------------------
EXISTING WATER MAIN---------------------------
EXISTING WATER SERVICE-------------------------
EXISTING SANITARY SEWER MAIN---------------------
EXISTING SANITARY SEWER LATERAL------------------
EXISTING POWER/TELE POLES AND WIRES---------------
EXISTING GAS MAIN-----------------------------
EXISTING CONCRETE-----------------------------
PROPOSED 1·· COP PER WATER SER.--W-1--------------@1-----
BASIS OF BEARINGS
THE BASIS OF BEARING FOR THIS MAP IS THE CENTER LINE OF
GARFIELD STREET PER MAP NO. 1747 I.E. N35. 33' 00" WEST
BENCH KART(:
LOCATION: 2.5" DISK IN SOUTHEAST CORNER OF DRAINAGE BOX
INLET MARKED LS 6215. MONUMENT IS IN THE NORTHEAST CORNER
OF GRAND AVE . AND WASHINGTON ST., 52' WEST OF RAILROAD
TRACKS ANO 40' NORTH OF THE CENTER OF GRAND AVE. STATION
CLSB-130. ELEVATION : 43.09
DATUM: COUNTY OF SAN DIEGO, M.S.L.
DEVELOPMENT SUIQlARY
PROPOSED 1" COPPER IRR. SER.---W-2---------------@ REMOVE EXISTING SINGLE FAMILY HOUSE AND APPURTENANCES.
CONSTRUCT FOUR ATTACHED CONDOMINIUM RESIDENTIAL UNITS,
ACCESS GARAGES FROM CHINQUAPIN AVENUE.
PROPOSED 4" PVC SEWER LATERAL--S-13-------------®----
PROPOSED 6" CURB & GUTTER-----G-2--------------
PROPOSED PCC SIDEWALK--------G-7--------------I c . ;._ . ·. I
PROPOSED PAVING -----------------------------tZZZZZ;J
RIGHT OF WAY--------------------------------ROW
BUILDING ROOF LINE----------------------------
RETAINING WALL------------C-2, C-4------------
PROPOSED CONCRETE---------------------------/" . •• . ]
PROPOSED STORM DRAIN-------------------------
PROPOSED CATCH BASIN-------------------------
PROPOSED D-25 CURB OUTLET---------------------lo
~i~~iutE~ESL~w~~L~~~p~~R-V~;-B-Y-;R-A~~T~-s~;~;~;-T~;-p~~LIC [§J
SEWER MAIN, AND ONLY THE BASEMENT LEVEL WILL BE SERVED BY
A PRIVATE SEWER PUMP.
GENERAL NOTES:
1. EXISTING ZONING : R-3 MULTIFAMILY
2. GENERAL PLAN: RESIDENTIAL HIGH (RH)
3. PROPOSED ZONING : SAME AS EXISTING
3. MAXIMUM ALLOWABLE DENSITY: 19 DWELLI NG UNITS PER ACRE.
4. PROPOSED DENSITY: 6.25 DWELLING UNITS PER ACRE.
5. NUMBER OF PROPOSED LOTS : .'.\.
6. NUMBER OF PROPOSED UNDERGROUND PARKING SPACES: 10
7. ASSESSoR·s PARCEL NUMBERS : 206-013-19
8. SEWER SERVICE: CITY OF CARLSBAD
9. WATER SERVICE: CITY OF CARLSBAD
10. FIRE PROTECTION: CITY OF CARLSBAD
11. GAS AND ELECTRIC: SAN DIEGO GAS & ELECTRIC COMPANY
12. TELEPHONE SERVICE: PACIFIC BELL
13. CABLE SERVICE: ADELPHIA
14. SC HOOL DISTRICT: CARLSBAD UNIFIED
15. PROPOSED EARTHl'IORK:
CUT = 1800 CY
FILL = 100 CY
EXPORT = 1700 CY
16. NAD 27 (LAMBERT) COORDINATE INDEX: 362-1661
17. NAD 83 COORDINATE INDEX: N2003725.464-E6224844.422
18. TOTAL SUBDIVISION GROSS AREA: 10,800 SQ. FT: 0 2479 AC
19. TOPOGRAPHY PER ALTA CONSULTA NTS (SURVEYED 7/19/2004)
20. STREET IMPROVEMENTS: CONSTRUCT CURB, GUTTER & SIDEWALK
ALONG THE GARFIELD STREET AND CH INQUAPIN AVENUE FRONTAGE.
21 EASEMENTS ON THS SITE ARE SHOWN PER THE TITLE
REPORT NO. SD0134341, DATED: JANUARY 7, 2003
22. EXISTING VEGETATION CONSISTS OF GRASS, TREES, BUSHES AND
PLANTERS ALL EXISTING LANDSCAPING 'MLL BE REMOVED DURING
CONSTRUCTION AND NEW LANDSCAPING WILL BE IN STALLED.
SERVICES FOR WATER, SEWER, GAS, ELECTRICAL, TELEPHONE,
CABLE. WILL BE ADDED OR UPGRADED AS NECESSARY TYPE
OF CONSTRUCTION: TYPE 5 NON-RATED
REFERENCE DRAWJNCS:
MAP NO. 1747, PM-16203
STREET DEDICATION 1 ~
THE CORNER OF GARFIELD ST. AND CHINQUAPIN AVE ~
OWNER:
MR. BERNARD GOLDSTEIN
MRS. MARINA GOLDSTEIN
GOFAT, LLC
160 TAMARACK AVENUE
CARLSBAD, CA 92008
PHONE (619) 255-7356
B Cokis.-itt'✓
MR. BERNARD GOLDSTEIN
LOT SETB4GKS:
FRONT 21'
REAR 20'
SIDE 1 O'
2 -2 7--,:7/
DATE
,;?)(·&/~~ Z-z1-«
DATE MRS. MARINA GOLDSTEIN
PREPARED BY:
firm : ALTA CONSULTANTS
Name:
Phone:
FAX :
BARTOLOME J. PASTOR
4901 MORENA BLVD. # 409
SAN DIEGO, CA., 92117
(858) 581-6101
(858) 581-6138
ESSi
a'~c. J. ...., .,,
0 .,.
No.38606
Exp.3/31/07
<:I> :,,
C/V\\.
Z-2 '7-(fFCALI
. P STOR DATE
RCE 38606, EX . 3/31/2007
ARCHITECT/APPT.{CANT:
URBITECTURE PLATFORM
3745 10TH AVENUE
SAN DIEGO, CA 92103
PHONE: (619) 255-7356
FAX (619) 501-9876
PROJECT ADDRESS:
3981 GARFIELD STREET
CARLSBAD, CA 92008
LANDSCAPING:
APPROXIMATELY 10% OF
SI TE TO BE LANDSCAPED
SEE LANDSCAPING PLANS.
PROJECT N41fE:
GARFIELD PROJECT
SHEET TITC.ff:
TENTATIVE PARCEL MAP
LECA L DESCRIPTION:
LOT 10 AND THE SOUTHERLY 40 FEET OF LOT 11,
BLOCK "I" OF PALISADES, IN THE CITY OF C~RLSBAD,
COU NTY OF SAN DIEGO, STA TE OF CALIFORNIA,
ACCORDING TO THE MAP THEREOF NO. 1747. FILED
IN THE OFFICE OF THE COUNTY RECORDER OF SAN
DIEGO COUNTY FEBRUARY 5, 1923.
23. THE STORM DRAIN SUMP PUMP FOR THE BELOW-GRADE GARAGE WILL
INCLUDE A BATTERY BACKUP SYSTEM AND A HIGH-WATER ALARM SYSTEM.
STQBll WATER QU4C,T'fY:
BEST MANAGEMENT PRACTICES (BMPs) SHALL BE USED ON SITE
DURING AND AFTER CONSTRUCTION TO ENSURE NO POLLUTANTS
ARE DISCHARGED INTO CHINOUAPIN AVENUE. POSSIBLE BMP's
INCLUDE, BUT ARE NOT LIMITED TO:
-CATCH BASIN -STORM DRAIN CLEANOUT
-SWALES -INLET OR BIO-FILTERS
-STORM DRAIN INLET PROTECTION
FLO-GARD CARTRIDGE FILTERS SHALL BE INSTALLED ON ALL PROPOSED
CATCH BASINS COLLECTING STORM WATER.
AREA TABULATION TABLE
UNIT NO AREA (SF) MAX ALLOWABLE ACTUAL
LOT COVERAGE LOT COVERAGE
1 6970 25% 18%
2 6970 25% 18%
3 6970 25% 18%
4 6970 25% 34%
A TikSF RAILROAD
CARLSBAD 8L .V.
AGUA HWONOA
LAGO<W
VICINITY MAP
NOT TO SCALE THOMAS BROTHERS PAGE 1106-E7
VICINITY KAP
NO SCALE
Revision 3: AUGUST 12, 2005
Revision 2: JUNE 16, 2005
Revision 1: MARCH 11, 2005
Original Date: JANUARY 7, 2005
Sheet -~1_af 2
GA RFI [LD 25 7-06
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~
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f-1:---12·-o··----;E----13'-0"'------r---~ 109'-0"
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