HomeMy WebLinkAboutPUD 03-09A; BRESSI RANCH AREA II; Tentative Map Exhibit-
KE'fMAP: PAOPOSED BACKBONE
SlfFACE AND UTUTY IMPROVEMENTS
NO SCALE
PER DRAWING NUMBERS:
-400-Bf EL FUERTE STREIT =I!= ROADS
.fOO-BG EL CAMINO REAL r..:1 i;iJ [X/STING TRAFFIC SIGNAL
BRESSI RANCH I PLANNED UNIT DEVELOPMENT
PLANNING AREA 11
PUD 03-09 (A)
I Profect site. I
:Af.Ol,IA/1
w::NTYMAP
NO SCALE .f00-8 RESIDENTIAL BACKBONE
400-88 INDUSTRIAL BACKBONE
Jg7-J AND Jg7-K POINSEmA LANE lffl PROPOSED,MODIFlfD TRAmC SIGNAL
• •
\ \ .. --...---.....---,------.-----.------,------, •. \
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LOT NO. PLAN DIRECT/ GROSS LOT
TYPE REVERSE AREA(SQ.FT.)
1 2C R J6,777
2 JA R 43,419
J 28 R 18,7/J
4 IA R 20,620
5 4C D 5J,J15
6 IC D 22,440
7 2A 15,626
8 48 R 22,249
JA D 2J,526
10 2C D 18,762
11 J8 D 24,192
12 4A D 29,576
1J JC R JB,210
14 18 R JJ,027
15 4A D Jl,969
16 JC D 2J,g80
17 IA D 24,896
18 J8 R JB,755
19 2A D 40,949
20 IC D 2J,007
21 28 R 19,470
22 4A 0 20070
23 JC D 20,841
24 48 D 21,J67
25 4C R 29,915
HOA LOT AREA
LOT NO. (SQ.FT.)
26 32,798
27 514,513
NET LOT FOOTPRINT
AREA(SQ.FT.) AREA(SQ.FT.)
15,876 J,4JI
16,458 J,612
14,610 J,4J1
16,g9J 4,985
26155 J,194
17,927 4,985
12388 J.4J1
17,800 J,194
22,480 J,612
17,164 J,4J1
19,9.fO J,612
26,276 J,194
26,020 J,612
27,800 4,985
J2,2J2 J,194
22,177 J,612
23,070 4,985
JJ,597 3,194
25,051 J,4J1
19,405 3,431
16,657 J,612
16800 3,194
17.352 J,612
1J,119 3,194
19,623 4985
{,-. ,'-'
LOT CO\IE"RAGE:
(NET AREA)
21.6X
21.9X
2J.4X
2g,JX
12.2%
27.8%
27.6%
17.9%
16.0%
19.9%
18.1%
12.1%
1J.8%
17.9%
9.9%
16.2%
21.6%
9.5%
13.6%
17.6%
21.6%
19.0%
20.8%
24.J%
25.4%
i i
'
28 ga620
29 17.285 SIQ/T OfSTANCE~
ca/RIOOR UN£
JO STREETS 154 590 (Tll'fCAL)
BLDG.
SECTION A-A
DETAIL: 'A"
NO SCALf
I
/
100'
LA
-rENrA-nVE
MIN. 1% SWALE
10' MIN. __j_ ...-,j...---+-+--+---+,
5' MIN.
OM BLDG.
TO FLOWI..IN
~---.-----+4---,-
BLDG. REARYARD
SFIBACK
20% LOT
WIDTH (20' MAX.)
10% LOT WIDTH
(10' MAX.)
A
10% LOT WIDTH
(10' MAX.)
':'I ,_ ... -PROPOSED AREA DRAINS\
_ __,R=.O .. W..:.:....__....__ __ -_-= ... '---'--_........,..
8' MIN. I
PORCH SEIBACK
TO BUILDING
STREET $LOPE
PLANNING AREA 1'
1iPICAL LOT ORA/NAG£:
NO SCALE
i ' \
\
BENCH MARK
DESCRIPTION: BRASS DISK III CONal(1£ 111 A STANDARD SURl£'Y ll£tl. ON
ON Cfl,/Tfl/UNf OF fl. CAIIINO REAL
\
\ I
LOCAHON: CWNTY OF SAN DIEGO BENCHMARK Q&GNAm:tl NO. R1800 288+89£C
El£VA110N: Jl1.407 11.S.L. 0A TUii: N. G. V.D. 29
-----
lEGEM)
SUBDMSION BOUNDARY. ................... ______ _
Pl.ANNING AREA BOUNDARY. . . . . . . . . . . . . . . . . . . ■ • • • • • • • ■
LOT LINE .......................... .
EXIS71NG CONTOURS. . . . . ---310--
PROPOSED CONTOURS. . . . . . . . . . . . . . . . . . . . . . 50 ---
PROPOSED FINISHED PAO ELEVA 710N. . . . . . . . . . . . . . 8 ......... =r y= PROPOSED SLOPE .....
PROPOSED RETAINING WALL ................ .
PROPOSED SEIIE"R MAIN/ MANltOLE .............. -...S-0------
PROPOSED STORM DRAIN & CLEANOUT OR INLET. . . . . . CJ== = = =
PROPOSED WATER MAIN ..................... ----w---
PROPOSED FIRE ltYDRANT. . . . . . . . . . . . . . . . . . . .--I
EXIS71NG STORM DRAIN & CLEANOUT OR INLIT . . . . . . 0== -:-=--c =
EXISTING SEWER MAIN . . . . . . . . . . . . . .
EXISTING WATER MAIN . . . . . . . . . . . . . . . . . . . . .-1 w-----
EXIS71NG FIRE HYDRANT .................... -~ -~ ~
DA YI..IGHT LINE_ ................. .
BROW DITCH ......................... . / c::::!>
I
! -EARTHEN SWALE. . . . . . . . . . . . . . . . . . . . . . . . .
SLOPE GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . E 4-%
PROPOSED STREET LIGHT . . . . . . . . . . . . . . . . . . . ~
GRAOIENT AT INTERSECTJON . . . . . . . . . . . . . . . . . . . . . {1. Ql8
DISTANCE BETWEN INTERSEC710NS . . . . . . . . . . . . . 'v 'v
IND/CA TES ABUTTERS RIGH7S OF ACCESS· · · · · · · · · · · ; 7 / / 7 7 / 7 7
RELINQUISHED BY MAP NO. 14600
CENERAL NOTES
1. EXISTING AND PROPOSED ZONING -R-1
2. EXISTING AND PROPOSED GENERAL PLAN -RLM
J. PROPOSED PROJECT IS LOCATED IN LOCAL FACIL/11ES MANAGEMENT PLAN ZONE 17.
4. TOTAL AREA 141THIN THE PLANNING AREA BOUNDARY IS 35.19 ACRES.
5. NO EASEMENTS ARE LOCA TEO ON Pl.ANNING AREA 11 .
6. CUT AND FILL SLOPES ARE 2: 1; INTERNAL SLOPES VARY FROM 2.5: 1 TO 2: 1
7. GRADING SHO'MJ HEREON IS PRELIMINARY AND IS SUBJECT TO REVISIONS
MADE OUR/NG THE FINAL DESIGN PROCESS. IN ACCORDANCE WITH APPROVAL
FROM THE CITY ENGINEER AND PLANNING DIRECTOR.
8. MANUFACTURED SLOPES LOCATED IN AREAS TRANSITIONING TO NA TUR AL
OPEN SPACE SHAU 8E CONTOUR GRADED TO BLEND WITH NA TUR AL TERRAIN.
9. AU LOT DIMENSIONS SHO'MJ ARE APPROX/MA TE. ALL LOTS TO MEET MINIMUM
DIMENSIONS OF UNDERLINE ZONING.
10. SCHOOL DISTRICT: CARLSBAD UNIFIED SCHOOL DISTRICT
11. GEOMETRIC EARTHWORK QUANTITIES: CUT=54, 182 CY., FIU=488,027 CY.
12. 11-1/S PUD MAP ONLY INCLUDES Pl.ANNING AREA 11 .
13. Al-ffiAGE SEWER GENERATION: 0.02 MGD
14. AI-E"RAGE WATER DEMAND: 14,400 CPD
PEAK WATER DEMAND: 57, 600 GPO
FIREFLOW DEMAND: 1,500 CPD
15. TOTAL NUMBER OF LOTS = JO:
LOT NO.
RESIDENTIAL 1-25
OPfN SPACE 26-29
PR/VA TE STREETS JO
&
25
4
TOTAL 30
16. PROPOSED ADT: 10//)U = 250.
UTILITIES
WA TER--------------C/TY OF CARLSBAD
SEWER--------------C/TY OF CARLSBAO
STORM DRAIN---------CITY OF CARLSBAD
GAS ANO ELECTRIC------SAN DIEGO GAS ct ELECTRIC
TELEPltONE-----------PACIFIC TELEPHONE
CABLE T.V.-----------SOUTHWESTERN CABLE 'TELEVISION
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR 11-1/S TEN TA 71\£ MAP IS IHE CALIFORNIA COORDINATE SYSTEM,
NAO BJ. ZONE 6 ANO WAS ESTABLISHED BETWEEN STA710N NO. V-2002 PER R.O.S. 14023
AND STATION NO. SDGPS-41 ESTABLISHED BY THE COUNTY OF SAN DIEGO PER SAN DIEGO
COUNTY HORIZONTAL CONTROL BOOK, I.E., N88'54'05"W
THE COMBINED SCALE FACTOR AT STATION V-2002 IS 0,99g944419, GRID D/STANCE=GROUNO
DISTANCE X COMBINED SCALE FACTOR. ALL MEASURED DISTANCES SHO'MJ ltEREON ARE GROUND
DISTANCES. IHE MAPPING ANGLE AT STATION V-2002 IS -0'32'51.881"
QUOTED BEARINGS FROM REFERENCE MAPS/l)EEDS MAY DR MAY NOT BE IN TERMS OF SAID SYSTEM.
LEGAL DESCRIPTION
LOTS 1-30 OF CT 02-19 PER MAP NO. 14892 RECORDED IN Tl/£ OFFICE OF SAN DIEGO
COUNTY RECORDER DA TEO OCTOBER 8, 2004.
APPLICATION NO.
PLANNED UNIT D~LOPI.IENT .. . . . PUD 0J-09(A)
ASSESSOR'S PARCEL NO.
213-122-0J
PRELMINARY SOILS REPORT BY:
LEIGHTON AND ASSOC/A TES, INC. DA TEO MARCH, 2002
OWNER
BR[SSI GARD£NLAN[, LLC., A Dfl.A WARf" LJl,/ITf/J LJAB/UTY
COMPANY, AS O'MIER
BY: LE:NIIAR/l.NR CAMINO PALOMAR, LLC, A DaAWARE: L/1,//lro
LJABIUTY COMPANY ITS AOMINISTIIA 111£ MEMBER
SY; LfNNAR HOMES OF CALIFORNIA, INC.,
A t; NIA CORPORATION, "-jr NAGE:R
~-!.-,->-~,q--"'-,---
I I .
DEVELOPER
BARRA T AMfJI/CAN
5950 Pf?/fSTI. Y DRfW:
CARLSBAD, CA. 92()()8
{760) .f.31-0800
BY;
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FIRE HYDRANTS wm-1 PLANTERS
SEE DETAIL 'A' BELOW
7'
5'
22'
12'
1RAl£L
STORM
DRAIN
10'
J9'
17'
I •
IRAIR
S1RUC
PER CITY D
STANDARD ONS
10'
lfA7rn
2:1 MAX.
CONCRETE HEADER
SEE DETAIL '8'
PRNA TE PROPOSED STREET
KE:ENELAND DRIVE-------FROM STA. 5+85.47 TO 9+87.62
KEENELAND DRIVE -------FROM STA. 2+24.J4 TO J+49.98
ALLSTON STREET-------FROM STA. 21+95.71 TO 8+41.J7
TYPICAL SECTTON
NO SCALE
It 44'
22' 22'
12' J' 7' 12'
7RAIR
\\
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STORM
DRAIN
10'
<o
SEWER
1RAl£L
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PRNA TE PROPOSED STREET
KEENELAND DRIVE-------FROM STA 5+17.75 TO B+0J.9J
KEENELAND DRIVE -------FROM STA. 1+50.59 TO 4+27.55
MUIRFIELDS DRIVE-------FROM STA 1+98.JO TO 5+20.72
TYPICAL SECTTON
NO SCALE
NO SCALE
PROTECT S1REEn.lGHTS ,t
FIRE HYDRANTS ll,IIH CONCRETE
PLANTERS (2FT. HIGH BY IFT. 11,!DE)
AROUND EACH S1RUCTURE
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