HomeMy WebLinkAboutCT 04-16; LA COSTA GREENS NEIGHBORHOOD 1.06; Tentative Map ExhibitIt -.
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TENTATIVE CARLSBAD TRACT MAP NO. C,T 04-16
& PLANNED DEVELOPMENT PERMIT NO. PUD 04-14
COSTA GREENS
NEIGHBORHOOD 1.06
/
MASTER TENTATIVE
,MAP BOUNDARK
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PROJECT
BOUNDARY
81
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80 \19118
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74 73 I 12 I 11
STREET'E' g
I 91 I 92
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'--,
70 69 68 I 67 \
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f--~ 1 I 2 3
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. l ...---,·-----l 98 ...._ qQAD ----------~-----" --· -.:;;3 ~~-~ / ~ APf'l'OX 'Jf°]!JJl(-'(" _ . ----. I -ro.~,~:J!c~ \_
_ _ PROJECT
BOUNDARY
I
-66
4 \_
~ MASTER TENTA TIVE
MAP BOUNDARY
PROJECT MAP
SCALE: 1 "~200'
CARLSBAD S[llfR LEUCADIA COUNTY
SERWC[ WATER DISTRICT
---,
s I
I;
POINSETTIA LANE
BACKBONE STREU ACCESS
AND IMPROVEMENTS PER
DRAWING NO. 397-21 AND 2H
~---------~\-------~V;
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PROJECT
SITE
MASTER T[NTA TIV[
MAP BOUNDARY
BACKBON[ STREET ACC[SS
ANO IMPROVEMENTS PER
DRAWING NO. 400-8J
I/
1/ r-//
//
LA COSTA VICINITY MAP
NOTE:
BACKBONE IMPROVEMENTS INCLUDE
SERVICE FROM WATER, SEWER,
POWER. PHONE, CA TV, ETC
NTS
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PROJECT
BOUNDARY
60'
JO' JO'
17' 17'
74'
AL/CANTE ROAD
BACKBONE INFRA STRUCTURE TO
SERVE NEIGHBORHOOD 1.06
LANDSCAPING
(TYPICAL}
CONCRETE WALK
(TYPICAL}
/RIGHT-OF-WAY
24' 10 20' ,_ 10 (TYPICAL }
•11---+-++--,H--"'-
I I CURB AND
) I ~ GUTTER (TYPICAL)
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-"' '0 'o ' '" r "z "'
'-
_1_ PROPOSED PAD
AUCANTr ROAD
PROJECT ENTRY
PORTION OF STREET "B"
PER MASTER PLAN
MEDIAN TO 8£ MAINTAINED BY HOA
SEE STREET SECTION SHEET 3
NTS
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NTS
,s,~
/RIGHT-OF-WAY
%
'-~ ~ "'{-
6' CONCRETE CURB
24' WIDE CHOKE DOWN
~ ~ /'
LEGEND
SUBDIWSION BOUNDARY
LOT LIN£
EXISTING LOT NUMBER
PROPOSED LOT NUMBER
WITH PAO ELEVATION
EAR THEN SWALE
TERRACE DRAIN
BROW DITCH
RIPRAP (ENERGY DISSIPATER}
EASEMENT LINE
TITLE REPORT ITEM NO.
SLOPE (2: 1 MAX}
PROPOSED% OF GRADE
EXISTING SEllfR MAIN
PROPOSED S[llfR MAIN
(8" PVC UNLESS OTHERWISE NOTED)
EXISTING WATER MAIN
----
LOT 270
GD
736.6
<= <= <=<=<=
-,0.4---<0
----w-':t' __
PROPOSED WATER MAIN W/ FIRE HYDRANT ___ w _T_
(8" PVC UNLESS OTHERWISE NOTED}
EXISTING RECLAIMED WATER ----RW----
PROPOSED RECLAIMED WATER ---RW~-
EXISTING STORM DRAIN SYSTEM
PROPOSED STORM DRAIN SYSTEM
A INLET OR CATCH BASIN
8. HEADWALL
C. CLEANOU T
RETAINING WALL
EXISTING SPOT ELEVA T/ONS
PROPOSED SPOT ELEVA T/ON
EXISTING CONTOURS
(255.5)
237.7
=-=(I
'i --< I ' ' \j I
PROPOSED CONTOURS
EXISTING STREET LIGHT
PROPOSED STREET LIGHT / I , ,
\
6" CONCRETE CURB
24' WIDE CHOKER
TRAFFIC CALMING DETAIL
STREET "A' AND "C"
FINAL DESIGN TO BE DETERMINED
AT FINA L ENGINEERING
VED
NTS
EARTHWORK I GRADING QUANTITIES
TOTAL PROJECT
RAW CUT·
RAW FILL:
RAW IMPORT:
GRADED AR[A:
ABBREVIATIONS
646,750 C. Y.
294,980 C Y.
351,770 C. Y
32.7 ACRES
nns 1s nm APPRdV IBNT A TIVE MAP1s1TE FL FLOW LINE IE INVERT ELEVA noN
PLAN tn\ c:oNDITION NO. (o OF PLAl'<'NlNG Tw ~ itt;SOLUTION NO. _5__'6 ~ ~
TOP OF WA LL R/W RIGHT OF WAY
BOTTOM OF WALL PL PROPER TY UN£
TOP OF FOO TING GB GRADE BREAK
\('\ '(\)\.]\A $,,1.l it.,..Y#c -~ f,,.,'Jt,7,6/ss ra ... ~ "~~e ,. nntng Dept~ Date w
FINISH SURFACE Pl POINT OF INTERSECTION (V.C,)
S£~R p PAD ELEVATION
WATER SF GROSS SQ. FT.
SIGHT DISTANCE TRIANGLE
(2.5' MAX. H[IGHT OF ANY OBJECTS,
VEGETATION, SLOPE & ETC.}
RW
so
NTS
£LEV
RECLAIMED WATER NSF N[T SQ. FT.
STORM DRAIN FP FLOOD PLAIN
NOT TO SCALE vc VERTICAL CURVE
ELEVATION MH MANHOLE
RCP REJNFORCED CONCRETE PIPE
PUBLIC UTILITIES AND DISTRICTS
GAS AND ELECTRIC.
TELEPHONE._
WATER .
RECLA /MED WA TER.
SEWER ._
STORM ORA IN._
POLICE. _____ _
SCHOOLS ..
CABLE ____ • _ . ____ • ___ • __ _
SAN DIEGO GAS AND ELECTRIC CO.
PAC IFIC BELL TELEPHONE
CARLSBAD MUN IC I PAL WA T[R DISTRICT
CA RLSBAD MUN ICIPA L WATER DISTRICT
CI TY OF CARLSBAD SEWER SERVICE
CITY OF CARLSBAD
CITY OF CARLSBAD
CARLSBAD UNIFIED SCHOOL DISTRICT
ADELPHIA
TYPICA L CORNER LOT
SIGHT DISTANCE SETBACK
SCALE: 1 -20'
ORIVEWA YS SHALL COMPLY WITH
CONSTRUCTION STANDARDS
PROP[RTY UN[
(FENCE)
J' MIN.
c,\.~►i-~ ~ 1111~ \\\\~\\\\
1.i-' ~
~
R[TAINING WALL
PROPERTY LINE . SIDE YARD
PLANTABLE AREA DETAIL
PROPOSED PAD
SIDEWALK UNOERDRAIN
PER SDRSD 0-27
NOT[S:
1. DRIVEWA Y SHALL INCLUDE CROSS-FALL
TO SIDE OF LOT WITH 0-27 DRAIN TYPICAL LOT DRAINAGE
AND LA TERAL LOCATION DETAIL
DRAINAGE AND SETBACKS NTS 2. SEWER & WATER LATERAL LOCATIONS
ARE TYPICAL AND SHALL BE PLACED IN
ACCORDANCE WITH CITY STANDARDS.
NTS PER Cl TY OF CARLSBAD
STANDARD DRAWING NO. GS-/5
* WITH APPROVAL BY CITY ENGINEER
AND LETTER FROM SOILS ENGINEER
DRAINAGE AND SETBACKS
P[R CITY OF CARLSBAD
STANDARD DRAWING NO. GS-15
CT 04-16/PUD 04-14
GENERAL NOTES
1 _ TOTAL GROSS SI TE AREA: 36 _ 0 ACRES
2 . EXISTING LANO USE: VACANT
J. PROPOSED LAND USE: SINGLE FAM ILY RES IDENTIAL AND OPEN SPACE
4. TOTAL NUMBER OF DWELLING UNI TS: 91
5. TOTAL NUMBER OF LOTS: 98
RES !DENT I AL LOTS: 91
REC. LOT: 1
OPEN SPACE LOTS: 6 (HOA LOTS)
6. ASSESSOR'S PARCEL NUMBERS: 213-110-05
7. EXISTING GENERAL PLAN LAND USE DES IGNATION:
RLM (RESIDENT/AL LOW-MED IUM DENSITY {0-4 du/oc/)
8 _ PROPOSED GENERAL PLAN LANO USE DES I GNAT I ON:
RLM (RESIDENTIAL LOW-MED IUM DENSITY {0-4 du/oc})
9. EXISTING ZONING.-PC
10. MASTER PLAN UNDERLY I NG ZONING· R-1 (SINGLE FAMILY DETACHED )
11. GROSS DENSITY: 2.5 OU/AC (91 DU'S/36.0 AC)
12. LFMP ZONE: ZONE 10
13 . AVERAGE DAILY TRIPS: 910 (91 UNITS x 10 TRIPS/DAY)
GENERAL DESIGN NOTES
/_ ALL GRADING FOR PROPOSED AND FUTURE STREETS SHALL CONFORM
TO TH£ CITY OF CARLSBAD DE:SIGN STANDARDS ANO AS REQUIRED BY
THE CITY ENGINEER.
2 AL L EASEMENTS SHALL B£ PROV /OED, REMOVED OR R[LOCA TED
AS REQUIRED BY TH£ CITY ENGINEER, PUBLIC UTILITIES ANO
THEIR APPROPRIATE DISTRICTS.
3. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND.
4. SOURCE OF TOPOGRAPHY· SAN-LO AERIAL SURVEYS, FLOWN 5-2-2000
5. CONTOURED INTERVALS: 1 '/5 ' FEET
6 . MANUFACTURED SLOPE RATIOS SHALL BE VARIABLE (2: 1 MAX).
7. FINISHED GRADES ARE APPROXI MATE ONLY ANO SUBJECT TO
CHANGE AT FINAL DESIGN, CONSISTENT WITH TH£ CITY'S
SUBSTANTIAL CONFORMA NCE GUIDELINES.
8. SOILS INFORMATION WAS OBTAINED FROM TH[ PRELIMINARY
SO I LS REPORT PREPARED BY: GEOCON I NC_ , DA TED: MARCH 1999
9 . ALL MASS GRADING DESILTAT ION BASINS AND BROW DITCHES SHALL
BE SIZED AND BUILT PER THE APPROVED FINAL MASS GRAD ING
HYDROLOGY REPORT.
10. GRADED SWALES SHALL HAVE A MINIMUM OF 1% FLOW LINE GRADE.
ORA I NAG£ OUTLETS THAT ARE INACCESSIBLE SHALL US£ A "0-4 1" OUTLET
DISSIPATERS INSTEAD OF R!PRAP FIELDS. EXACT LOCATIONS TO BE
DETERMINED AT FINAL ENG INEERING.
11. ALL STREET DESIGNS, STREET LIGHT, AND FIR£ HYDRANTS TO CONFORM
TO CITY OF CA RLSBAD DESIGN STANDARDS AND AS REQUIRED BY CITY
ENGINEER.
12. LANDSCAPING ANO TREE PLANTING SHALL BE PER THE CARLSBAD
LANDSCAPE MANUAL ANO TH£ VILLAGES OF LA COSTA MASTER PLAN.
(SE£ MASTER LANDSCAPE PLAN FOR THE GREENS)
13. ALL STREET DESIGN SHALL CONFORM TO TH£ Cl TY OF CARLSBAD DESIGN
STANDARDS AND AS REQUIRED BY THE Cl TY ENGINEER .
14. CLIL-0£-SAC CURB GRADES SHALL 8£ A MINI MUM OF 1%.
15 _ THE SUBO IV I DER/DEVELOPER SHALL PROV I OE AND INSTALL PR I VAT£ STREET
LIGHT STANDARDS AND FIXTURES I N THE TYPE AND NUMBER APPROVED BY
TH£ CITY OF CARLSBAD, THE PUBLIC WORKS DEPARTMENT -TRAFF IC
SECTION ANO PER TH£ Cl TY'S STREET LIGHT CONSTRUCTION STANDARDS.
STREET LIGHTS AS SHOWN ON THIS MAP ARE TO B£ USED AS A GUIDE ONLY.
16. TH IS TM ASSUMES CERTAIN BACKBONE INFRASTRUCTURE IS EXISTING ANO
BONDED FOR. THEY INCLUDE POINS[TTIA LANE ANO AL/CANTE ROAD.
17. AVERAGE SEWER GENERATION: APPROX 0 .02 MGO (FOR 91 EDU 's)
WATER PRESSURE ZONE: 815
AVERAGE POTABLE WATER DEMAND: 39. 9 CPM, 159. 7 GPM PEAK
FIRE FLOW DEMAND: 1500 GPM AT EA CH FI RE HYDRANT.
18. LOTS 72 THRU 91 SHALL HAVE UNITS THAT PROVIDE F IRE SPRINKL ERS AS
REQUIRED PER TH£ LA COSTA MASTER PLAN.
19. STORM WATER QUALITY UNIT TO 8[ MAINTAINED BY TH£ MASTER H.O A.
LEGAL DESCRIPTION
LA COSTA VILLAGE 1.06 (CT 99-03)
BE ING A SUBDIVISION OF LOT 6 OF TH£ Cl TY OF CARLSBAD TRACT CT 99-03,
VILLAGES OF LA COSTA -LA COSTA GREENS IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 14543
F /LED IN TH£ OFF I CE OF TH£ SAN DI [GO COUNTY RECORDER ON FEBRUAR Y 12,
2003.
OWNER SUBDIVIDER
REAL ESTA TE COLLA T[RAL MGMT CO.,
A DELAWARE CORPORA T/ON
MORROW DEVELOPMENT
1903 WRICH T PLACE
SUITE 180 1903 WRICH T PLACE
SUI TE 180
CARLSBAD CA, 92008
(760) 929-2701 ,-_
FRED ARBUCKLE, PRESIDENT
OF MORROW DEVELOPMENT INC
AS AGENT FOR OWNER
DATE
CARLSBAD CA, 92008
(760) 929-2701
FRED ARBUCKLE, PRESIDENT DA TE
OF MORROW DEVELOPMEN T INC.
AS AGENT FOR REAL ESTA TE
COLLATERAL MGMT CO.
DAVID A. HAMMAR R.CE 34757 OAT£
MY REGIS TR AT/ON EXPIRES ON 9/30/05
PREPARED BY: NO. REVISIONS DATE
1st SUBMITTAL 06/15/04
HUNSA KER
& ASSOCIATES
2 2nd SUBMITTAL
3 3rd SUBMITTAL
4 FINAL SUBMITTAL FDR PC .'l[AR!NG
08/13/04
11/18/04
01/18/05
SAN DIEGO, INC 5
PLANNING 10179 Huff!nekefls Street 6
ENGINEERING San Diego, Ca 92721
SURVEYING PH(858)558·4500 fX(858}558·1414 7
8
BY
JHA
JHA
JHA
JHA
ENTATIVE MAP/PLANNED DEVELOPMENT PERMI
LA COST A GREENS
NEIGHBORHOOD 1.06
SHEET
1
OF
VILLAGES OF LA COSTA
City Of Carlsbad , California 3
R•\038 \l ln\ reens -PA 1.06 TM Sht 1.dwg[ 812)Jo.n-18-2005 [5,02
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PROPOSED PAD
1111-1\11 ~ ~,,,,
LOT 97
OPEN SPACE
DRAINAGE OVERFLOW
SECTION ''A-A"
OVERFLOW SWALE TO
DRAIN TO STl/fET
0 100
PROPOSED PAD
OVERFLOW SWALE
(DRIVABLE ACCESS PER
CITY STANDARDS)
/HIS SHEET
NTS
200 300
SCALE 1 "= 1 oo·
356 L 323.3
355
318. 7
354
414.4
353
J!O 1
344 345
30! 7 2996
EXIS11NG STORM ORAIN PER BRESSI
RANCH 7£NTA 111.£ MAP NO. CT 00-06
>-
19
309.5
If.
PROPOSED PAO
LOT 97
OPEN SPACE
If.
20' ~DE
PUBUC EASEMENT
PROPOSED PAD
1111 1\\1 Iii\'=== ¥ '"\ 1111 1111
'-__ OVERFLOW SWALE
(DRIVABLE ACCESS PER
CITY STANDARDS)
DRAINAGE OVERFLOW
SECTION "B-8"
O\,fRFLOW SWALE TO
DRAIN TO STREET
/HIS SHEET
NTS
FR,
I ®:
ZM.2
25
3250
2
285
1
/860
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8
303,5
-~ 7£NTA111.£
,···N,O. CT-.Q!; 15
TORI,/ ORAi
ANOIJT·
'\ tJ; 04-1
GRADING T
. PER C.M.C.
(~)
N07£:
SCE SHEET J FOR F'Ro.ECT
80f.lNDARY 8£:ARING AND DISTANCES.
EXIS11NG STD/& WA1ER
(SIZED TO '1NCLUDf NE/
MAINTAINED BY MAS1ER
251.7-
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/$££-CANOsc!,.FfE f:LANs FOR ,,.~ .is SER;.vE:o ___ 11x,lj,1f:-. CL1l1t1ED w~ JV?· s:~11!1,1. 1w1.cOCA. ON •. < JiNO_ PRES EC/U.lf?Elt/Eli,TS OF\ ",LL, fECLA11,1"£"D._,.· .-, -..I
WA.IJJ,SHALL-• • . m AT ?IN~ · ENGINEERING.
.J..~
0PROPO D 60'
;...--cw: Fl)\ 1100:1 ;~~ •
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' OPEN SPACE ~,-.,@
1.7 IIIES
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CT 04-16/PUD 04-14
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PREPARED BY: TENTATIVE MAP/PLANNED DEVELOPMENT PERMIT
LA COSTA GREENS
NEIGHBORHOOD 1.06
SHEET
Pl.ANNING
ENCINEEIUNC
SURVEYING
HUNSAKER
& ASSOCIATES
SAN D IEG O. IN C
10179 Huennelc.ens Street
Siln Diego, Ca 112121
PH(858)5SS.4500 · FX(858)5SS. l414
2
OF
VILLAGES OF LA COSTA ~
City Of Carlsbad, California 3 ~ L-------------------------------------------------------------------------------------------------------------------------..1~----------------.&-------------------::R~,,:038;5,~,.~P.~e\~G,:ee:o:",~-":P~A~/.:o,~TM:-S:h:-, ,~-.d:::.:,r~a~,2~]J:,e:"-'::,s~-~20::os;'°.:':14";5~5--
N'LY R/W 74' PUBLIC UTILITY EASEMENT S'L Y R/W
J5'
8" SEWER MAIN
~ ---
CONG. CURB (TYP) STORM
DRAlN
14' J' 73'
NOT TO SCALE ON PLAN
PROJECT ENTRY
PORTION OF STREET "B"
LOCAL STREET -DESIGN SPEED: 25 MPH
PER MASTER PLAN -MEDIAN TO BE
MAIN IA/NED BY HOA (SEE STREET DETAIL SHEET 2)
5.5' 4.5'
ACTUAL S/HUCWRAL SEC/ION TO BE VE/ERMINED BAS[D
ON THE "R" VALVE TEST, APPROVED BY THE CITY ENG/NffR
NTS
EXISTING EASEMENTS AND ABUTTERS RIGHTS
THE FOLLOWING EASEMENTS ARE FROM THE CITY OF CARLSBAD TRACT MAP NUMBER 99-03,
MAP NO. 14543 (THE LA COSTA VILLAGE GRffNS ".4'' MAP) PREPARED BY O'DAY CONSULTANTS,
AND CHICAGO TITLE INSURANCE COMPANY NO 43040402-USO DATED APRIL 19, 2004. '
[iJ • INDICATES CENTER LINE OF A 60 FOOT WIDE ACCESS OPENING. (TO 8[ WIDENED TO
A MINIMUM OF 74 ')
THE PARCEL DOES NOT INCLUDE RIGHTS OF ACCESS TO OR FROM
AL/CANTE ROAD. THEY HAVE BEEN RELINQUISHED PER MAP NO. 14379,
EXCEPT AT THE ACCESS OPENING AS SHOWN ON SAID MAP.
PROJECT AND MASTER
TENTATIVE MAP BOUNDARY
0 150 300
SCALE I'= 150'
450
W'i. Y & N'LY
R/W
TYPICAL SffiffT LIGHT
60/56'* PUBLIC UTILITY [ASEMENT
E'LY & S'LY
R/W
J0'/28'* J0'/28* (HOA OPEN SPACE LOTS -1----~---------~---tt--~~ (TYPICAL)
3' IJ'/10'* !7' 18'*
MIN.
6'
TYPICAL
FIRE HYDRANT
17/18'* IJ'/10'* J'
CONCRETE CURB
AND GUTTER
(TYPICAL)
, I MIN.
7 5' .2' 6"
4.5'*
I
. \ 011\I -
<'j,:~11\\:p J ';f
2%
/Ill Ill!
2% 1-CCIIII \I ~J: ~
~ I ~ ~:
1
~
11
:
1;rn MAIN ~~t~RfT;~~:L) TYPICAL DRY U TIU TY
Ti?ENCH (SDG&E, PHONE,
CA TV, ETC)
TYPICAL DRY UTILITY
BOXES, VAULTS, ACCESS
HANDHOLE, ETC.
~ 8" SEWER MAIN
STORM * DENOTES 56' fl1DE R.O.W. fl1TH 36'
-+c+sc--+c=~ fl1DE CURB TO CURB FOR CUL-DE-SAC
DRAIN OR LOOP smEETS (PER MASTER PLAN)
A.G. PAVEMENT
AND BASE (TYPICAL)
JJ' 77' SEE PROJECT MAP SHEET I.
NOT TO SCALE ON PLAN
PUBLIC LOCAL STREET
STREET 1'.A'', STREET "C" AND STREET "D"
"LIVABLE STREET DESIGN" NTS
LOCAL STREET -DESIGN SFffV: 25 MPH
ACTUAL STRUCTURAL SECTION TO BE DETERMINED BASED
ON THE "R" VAL VE TEST APPROVED BY THE CITY ENGINEER
MASTER TENTATIVE
MAP BOUNDARY
I
PROJECT AND MASTER --------....._1
TENTATIVE MAP BOUNDARY
~=JB':8'12·-• .. -
R=160.00'-
L=206.08'
~-N76'2J'55't 51.49'
--N02"06'/6"E Jl.97'
I
N29'40'42't 114.43'_1__
N86'05'/3"E 216.15'
N56'24'20'W 38.17~-
I
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___..--_____ ..._ _________ N_o_o_·4_o_'5_9_'t_1J_80.££:.. ________________ --_.,.;o1~
, I
_,,,,---MASTER TENTATIVE
/ MAP BOUNDARY
i ~)
-. -/--------
EASEMENT P 1
: ~ N
EXISTING CONDITION -PER CT ~9--03
W'LY
R/W
TYPICAL smEET LIGHT
60' PUBLIC UTILITY EASEMENT
E'LY
R/W
r~ 'SPECi.-1\i_ AUCAN rE.. P01W l(i1lfl. ZON[
V!'!'THIN P/JEJUC EASEMENT (!ODj
CT 04-16/PUD 04-14
JO' (HOA OPEN SPACE LOTS
(TYPICAL)
MIN.
6' 5' 4.5'
j-. \I//~//// . ~~ 11' r-J
';f
20' 20'
CONCRETE CURB
/0'
I I
4.5' 5'
J'
MIN.
6"
TYPICAL AND GUTTER
FIRE HYDRANT (TYPICAL)
2%
......... , .. '.' .. ' .. ' .. ' .. ' ·: ·:::::·.
····11i1-11/I !Ill
·.•-~:::.:.:-::._.;·.·-·.-:."... ~--•. ~NII ~~: ~
, .=r111_ 'II .. 'ii1i ~~ '-f-
::.; ~ CONCRETE"'-
i:21,/,f\\,1 I
TYPICAL DRY UTILITY
TRENCH (SDG&E, PHONE,
. CATV, ETC)
$ 8" WATER MAIN WALK (TYPICAL)
8" SEWER MAIN \_
TYPICAL DRY U TIU TY
BOXES, VAULTS, ACCESS
HANDHOLE, ETC.
STORM
A.G. PAVEMENT AND BASE
NO I TO SCALE ON PLAN
STREET "E" PUBLIC LOCAL STREET
"LIVABLE STREET DESIGN"
LOCAL STREET -DESIGN SPEED: 25 MPH
ACTUAL STRUCTURAL SECTION TO BE DETERMINED BASED
ON THE "R" VALVE TEST, APPROV[O BY THE CITY ENGINEER
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LOT#
1
2
3
4
5
6
7
8
9
10
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14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
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48
PREPARED BY:
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 1017':I Huer11ekeus Streel
ENGINEEKING San Diego, Ca 92121
SURVEYING PH(858)558·4500· FX(858)558-1414
PUBLIC COLLECTOR STREET
AL/CANTE ROAD
EXISTING
/MPROVEMEN IS PER DRAWING 400-BJ ANO 81
DESIGN SPEED: 30 MPrl
LOT AREA CALCULATIONS
LOT AREA LOT#
(SF)
9432 49
8987 50
9064 51
9422 52
8183 53
~· 8442 54
8043 55
6807 56
6523 57
7868 58
9856 59
8079 60
6953 61
6636 62
6591 63
6498 64
7892 65
8699 66
8289 67
7313 68
8423 69
7631 70
8739 71
8106 72
7729 73
9326 74
7393 75
7242 76
8296 77
9479 78
8516 79
6986 80
7088 81
7174 82
7606 83
.7410 84
7520 85
6670 86
6354 87
8091 88
8767 89
8926 90
--8552 91
REC LOT 92
NTS
8827 RES. SUBTOTAL
7017 RES. AVERAGE LOT AREA
6736 RES. MAX LOT AREA
8810 RES. MIN LOT AREA
OS LOT NO. AREA SF AREA AC
44 25,696 0.6
93 108,326 2.5
94 76,012 1.7
95 63,634 1.5
96 50,317 1.2
97 44,891 1.0
98 68,169 1.6
LOT AREA
(SF)
10398
8383
7993
7070
6470
837'1
15429
8956
7918
7561
7227
9279
8756
7462
7780
8399
9724
22689
14093 -------11153
9974
10787
11364
11908
12388
10289
12908
13351
13524
13522
12532
12900
15054
13596
10030
11467
11980
11657
12165
11204
10179 -
9501
9234 --~--10121
849,737
9,338
22,689
6,354
TENTATIVE MAP/PLANNED DEVELOPMENT PERMIT
LA COSTA GREENS
NEIGHBORHOOD 1.06
/·· .
SHEET
3
OF
VILLAGES OF LA COSTA ;
City Of Carlsbad, California 3 : L------------------------------------------------------------------------------------------------------------------.L----------------1.-----------------:R1\~J~JB~5~\&:':P::'lt1~\G~r'::e,~"::"s•-~P~A~1:":.o::"6 ~r::"M ~S~hL~J.d:,:0,":::a1:21~Jo:,'"-1:s"':-2:-uo~s~,14~,'.:i:'!"4