HomeMy WebLinkAboutPUD 01-05; CALAVERA HILLS VILLAGE K; Substantial ConformanceBOUNDARY DATA BOUNDARY DATA
(NO) DELTA/BEARING RADIUS LENGTH (NO) DELTA/BEARING RADIUS
1 N 04'3.1'39" £ 29.99. 18 N 7J~9'59" W
2 b = 91'5.J'.29" 330.00· 563.81' 19 b = J-1~'00" 1051.00'
J N 86~0'10" £ 18S.25' 20 N 71 '22'o/" £
-I b = 447i6'.22" 210.00' 211.11· 21 N 18'J/'59" W
5 N M'2J'28" W 114.59• 22 N 71'22'or £
6 b = J6".J6'.22" JJ0.00' 21a85· 2J N 18'J8'(}/ W
7 N 85VO'OO" W J-11.88. 2-1 b -15V/'5/ J00.00
8 b = 2T51'21" 210.00' 1J1.50' 25 N 7975"12" £
!} N 57V5:Jg-W 167.62. 26 N 8175.19 W
10 b = 9277'J9" 25.00' W.27' 27 N OJ'59 '55-£
11 b = 01'57'2J" 1J!J/J. 00' 47.77'
12 N 52'50'.Jl" Jfff,_ /J.68.
28 N 80'J5'19" W
29 N 21V5'46 W
1J N 38'22•40• £ 169.61' JO b =128'59'50" saoo'
1-1 N 51 'J7'20-W 1aoo· JI N 72V5'56" W
15 N 38'22'40" £ 528.92' J2 b = 79'52'42" saoo'
16 b = 18V!J'JlJ" 1051.00· JJJ.1J' JJ b = 05'21'41" 2000.00'
17 b = 85'56'59" 25.00' Jl.50
EASEMENTS:
[I],
11l•
IZI
111
A PIP£l/N£ EASEMENT IN FA 1-tW OF ClrlltO REC. JAN. .9, 1967 AS flt.£
No. 2640 OF OFFICIAL RECORDS.
AN /JND£RGROl/NO ELECTRIC FACIIJll£S £AS£MENT IN FA 1-tW OF S/JGM
REC. JIJl Y 16, 1998 AS RLE No. 1998-04-f/95/ OF OFFICIAL RECORDS.
A STOW DRAIN £AS£AfENT IN FA 1-tW OF TH£ CITY OF CARLSBAD REC.
SEPT. 2J, 1986 AS RLE No. 86--f20847 OF OFFICIAL RECORDS.
A DRAINAGE EASEAfENT IN FA IOI' OF CNHO REC. JAN. .9, 1967 AS flt.£
No. 2638.
A P//BllC STREET EASEMENT IN FA IOI' OF TH£ CITY OF CARLSBAD REC.
SEPT. 2J, 1986 AS RL£ No. 86--1208"8 OF OFFICIAL RECORDS.
A P//BllC STREET EASEMENT IN FA IOI' OF TH£ CITY OF CARLSBAD REC.
MAY 2.9, 1987 AS flt.£ No. 87-299178 OF OFFICIAi. RECORDS.
A SI.OP£ EASEMENT IN FAIO\' OF TH£ CITY OF CARLSBAD REC. fF8. 26,
1986 AS flt.£ No. 86-075425 OF OFFICIAi. RECORDS.
A P//BllC STREET £ASEJ.1£NT IN FA IOI' OF TH£ CITY OF CARLSBAD REC.
fF8. 26, 1986 AS flt.£ No. 86-07542,f. OF OFFICIAL RECORDS.
A ST'ORl,I DRAIN £AS£MENT IN FA 1-tW OF TH£ CITY OF CARLSBAD REC.
fF8. 26, 1986 AS flt.£ No. 86-07542J OF OFFICIAL RECORDS.
A DRAINAGE EASEMENT IN FA IOI' OF TH£ CITY OF CARLSBAD REC.
UA Y .9, 1991 AS flt.£ No. 91-0218597 OF OFFICIAL RECORDS.
A P//Bl/C STREET £AS£AfENT IN FA IOI' OF TH£ CITY OF CARLSBAD REC.
fF8. I.J, 1984 AS RL£ No. 8-1-05.J/18 OF OFFICIAL RECORDS.
A PIPEl.lNE £AS£UENT IN FA IOI' OF COSTA HEAL 11/JN/C/PAL WATER
DISTRICT REC. NOV. 2J, 1982 AS flt.£ No. 82-J62089 OF OFRCIAL
/?£CORDS.
A PIPEllNE £AS£M£NT IN FA IOI' OF CIIHO REC. JAN. .9, 1967 AS flt.£
No. 2641 ANO RL£ No. 26,f.J OF OFFICIAL RECORDS.
A WATER PIPEllNE EASEMENT IN FA IOI' OF CIIHO REC. JAN. .9, 1967
AS Rl£ No. 26J9 OF OFFICIAL RECORDS.
A PIPEllNE £AS£UENT IN FA IOI' OF COSTA REAL 11/JN/C/PAJ. WATER
DISTRICT HEC. JAN. 2~ 1980 AS RLE No. 80-029J82 OF OFFICIAL
RECORDS.
A PIPEI.IN£ £AS£M£NT IN FA IOI' OF COSTA REAL U/JNIC/PAJ. WATER
DISTRICT REC. NOV. 2J, 1982 AS flt.£ No. 82-J62090 OF OFRCIAL
RECORDS. All EASEMENTS llfTHIN PUBLIC STREET SELF TERAIINA T£
AN EASEMENT FOR CADI.£ 1El.£VISION IN FA IOI' OF DANIELS
CA81.£VISION, INC. REC. SEP. 26, 1990 AS flt.£ No. (l()-526046 OF
OFF/CIAL RECORDS. TH£ ROUTE OR lOCA llON CANNOT 8£ 0£1ERJ,IIN£f)
FR0/,1 SAID INSTRIJl,l£NT.
AN /JNIJ£J?GROIJNO ELECTRIC FAC/lll/£S £AS£AfENT IN FA IOI' OF SOGM
REC. UA Y 7, 1999 AS RL£ No. /999-031J995 OF OFRC/AL RECORDS.
TH£ ROUTE OR LOCA llON CANNOT 8£ 0£lERAIIN£0 FR0/,1 SAID
/NSTRl)/,(£NT.
AN IJNlJEf?GRO/JNO ELECTRIC FAC/llll£S EASEMENT IN FA IOI' OF S/JGM
REC. UA Y 7, 1999 AS flt.£ No. 1999-0JIJ996 OF OFRC/AL RECORDS.
TH£ ROIJTE OR lOCA llON CANNOT 8£ 0£1ERAIIN£0 fROl,I SAID
INSTRI.JM£NT.
A DRAINAGE £AS£AfENT IN FA IOI' OF TH£ CITY OF CARLSBAD
REC. .A/LY 7, 1986 AS flt.£ NQ 86-J0/401 OF OFFICIAL RECORDS.
• £A50./£NT l'O 8£ VACAlEl}
CITY OF OCEANSIN SITE
i
..
NOT TO SCALE
!~
' CITY OF
:::.---\~ SAN MARCOS
CITY OF
ENCINITAS
VICINITY
NO SCALE
MAP
)
•-' I .Ii. _ _;:
LENGTH
82.50'
638.35.
158.9J'
51.00
666.74.
688.75.
18.11'
611.79'
17.00
507.85'
92.15'
4#.98.
112.57'
88.79'
69.71'
187.21'
MAP TO ILLUSTRATE
REMAIN.DER PARCEL
SCALE:/"= 1000'
UNIT SUMMARY:
I/NIT TYPE I
I/NIT TYPE IZ
I/NIT TYPE 2
I/NIT TYPE J
l'OTAL
II
15
29
29
84
GENERAL NOTES:
0 200 400
SCALE 1' = 200'
4
NOTE!!
600
\
\
I
\
ELECTRONIC OA TA RL[S ARE FOR RfHR[NC[ ONl Y
ANO AR£ NOT TO 8£ USEO FOR HORIZONTAL
OR m?llCAL SUR'ff:Y CONTROL
As.ll:S:Sll'i''.5' PARCEL NO.s ................................... 167-101-28, 168-041-0J, 168-041-06, 168-041-10, 168-041-07
EXISTING ZONING .............................................. "Jii::J1.lj'f!fs//fi;)S MASTER PLAN
PROPOS£0 ZONING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . NO CHANGE
EXISTING GENERAL PLAN 0£5/CNA 710N . . ... ... ... .... .. . . .. ... . RU (PER CALA 1£.'i'A HILLS UASTET? Pl.AN
AutN!JMENT UP-150(H}}
Pf«JPOSEO t;ENERAL PLAN 0£SIGNA 710N . .. .... ... ... ... .... ... . NO CHANG£
£ARlHMJRI( ......................................................... {SEE GRADING ANAi. YSIS}
SCHOCK. DISTRICT ................................................ CARLSBAD tJN/Ff£[) SCHOOi. DISTRICT
WA Tm DISTRICT .................................................. CARLSBAD AIIJNICIPAL WA Tm DISTRICT
SE/£R DISTRICT .................................................. CITY OF CARLSBAD
A mi'AGl: DAil Y TRAmc ....• •··· •..............................•..•. 84()
l'OTAL ACRES ...................................................... 51.08
NET N',CLOPABIE ACRES ........................................... 16.95
RESIO£NllAL LOTS ............................................... 84
RECREA llONAJ. LOTS . ............. .......... ... .................... J PARKING SUMMARY:
HOM£OWN£RS ASSOCIATION LOTS ................................. J
OPEN SPACE LOTS . .............................................. 2
l'OTAL NU118£1? CT LOTS ............................................ 92
NllM8£R OF LIN/TS ............................................. 8-f
OENS/TY .............................................................. 5.0 Ol/,'11£T ACR£
REQIJIR£0
PARKING: 2 x 8-1 OIi = 168
VISITOR: 5+ B1 '3/ -IQ =24 ·
l'OTAL: 192
TVPOGRAPHIC SOI/RCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SAN-LO AERIAL Sllli'lflS'
DA TEO: JANUARY 11. 1999
ANO GRADING PLAN 0/IG J90-9A
PROPOSED
200
6-1
IO .,, 61
~ /JI 12
4$ 58 "!
Ill 51
2'
211
I
KEY MAP
SCALE: I " = 200'
OWNER/DEVELOPER:
CAI.A IE'RA Hll.LS II, lLC
A CALIFORNIA Lll,f/1E{) l/AB/l/TY COIIPANY
2727 HOOIE'R A~
NA llONAL CITY, CA 91950
(619) .JJ6-J7J5
BY: Mc/,1/ll/N COit/PAN/ES, llC
A OElAWARE l/Ml1E{} LIA8/l/TY COIIPANY
ITS: 1,/,
ITS:
BY: __________ _
ITS: __________ _
SEWER/WATER:
'
7LLAC£
19
P£AI( POTABLE WATER /J£1,/ANO = 1,500 GP/,f OIJT OF EACH FIRE HYDRANT
A 1£'i'AG£ POTADI.£ WATER OElrlAND = 26.25 GP/,f
PEAi( IRRIGA!/ON WATER DEMAND= 157 GP/,f
A 1£'i'AG£ S£#FR f;£N£RA llON = .0185 UGIJ
GRADING ANALYSIS:
CI/T: Jf,000 C. r.
flt.L: Jr, 000 CY
IMPORT: 0 C. r.
NOT£·
1. THESE QIJANllll£S 00 NOT /Na/JO£ SHRINKAGE OR EXPANSION OR
R£/.(£J)/AL GRADING QIJANllllES.
FLOOD ZONE .DESIGNATION
ZONE X -O/JTS/0£ 500 IE'AR fl.ODO PLAIN (SEE fl.ODO
INSll!i'ANCE RA TE MAP, C(}l,(l,(/JNI TY-PANEL NWBER 060285
0766F DA 1E{) .AJN£ 1.9, 1997}
C
----<-..... ' ' ' '---,
' I
..... ..... ..... ..... ..... ..... ..... ..... ....
I I
..... '1 11
I I
I I
I I
I I
I I
I I
/ ;-REAMAINDER PARCEl:
I I
I I /
I r
I I
~r "' ?
( ~
" ~jt
j
\
\
\
LOT LINE ~ ~,.
/%~
MIN MW~\ ~1~ "' l
I L !
"'
~ ~1!
?
,
) >..
ii ~ ~ I//""
/
•. _. . ·7 -.
: l_
l)
r
L
S,
OTLINE
SIDEWALK WHERE
HOWN ON PLAN
\__ CURB &-GUTTER
TYPICAL LOT .DRAINAGE .DETAIL
NO SCALE
BENCHMARK:
DESCRIPTION: STANDARD M-10 STREET CENTERLINE
WELL MONUMFNT
LOCATION: CFNTERLINE OF El CAMINO REAL
AT ENGINFER's STA llON 454+92
PER RS !800-1
RECORD FROM: COUNTY BENCH LEVFLS (NO COUNTY VFRT.
CONTROL DA TA)
ELEVATION: 68.479 OATUM: IJ.S.C. &-GS.
SH££T 1 OF 4 SH££TS
P. U.D. 01-05
~O!>'f~T\AL,, ~I"'~ f-'>'HIOti"
FOR
CALAVERA
VILLAGE
HILLS
'](' PU.0.
LEGEND:
S/180/VISION BOIJNOARY ........................................................ . ----------
PROPOSBJ l OT LIN£ .........................•...................................
MA 7CH/JN£ ........................................................................ . -------------
LOT NUll8ER ..................................................................... .
UNIT TYPE @
PROPOSBJ PAO £LEVA llON .........•.................•......................... 126.1
EXISTING CONTOURS ........................................................... . ----P60--
EXISTING WATER UAIN ........................................................... ----Ht --
EXISTING S£#FR UAIN .t A.H. . ...... ... ....... ... ............................. ------&---
EXISTING SEIIER FORCE UAIN .t A.H. .........•.............................. ---"1-------FM-
EXISllNG STOW DRAIN ......................................................... ----SD--
EXISTING FIRE H'l'ORANT ....................................................... .
£XIS11NG S TRE£T LICHT ........................................................ .
f'ROPOS£1) HANDICAP RAMP ................................................... .
PROPOSED ORIIE'WAY APPROACH ............................................. . j l
f'ROPOS£1) CONCRETE CROSS-Gl/TlER ....................................... . ~· ............ , .. ,L
PROPOsm RETAINING WALL (EXPOsm HBGHT SHOWN). ................. . •
f}tff'lt_,~/rf5ul2: 1 MAX) .................................................. .
PROPOS£D WA TER UAIN ....................................................... . ------w------
PROPOS£O FIRE HYDRANT ..........•................................•......... -I
PROPOS£D SE/£R MAIN ,t A.H. ..................................•...........
PROPOSED STOW DRAIN .t C.Q .............................................. •-•--•-•
PRa'OSF:D CllR8 INLET.......................................................... •n-m..,_,..-... _.
PROPOSED STREET LIGHT. . . .. ... ... ... .... ... ... .•. .... ... ..• .. . . . . . . . . . . . . . . . . -l:I
SI.OP£ SETBACK COUPl.lANCE LIN£ .......................................... .
REAR YARD RECREA TlON AREA
MP-15o{H) SECllON V/11(8)(2)(/)
LEGAL .DESCRIPTION:
REvlSEO: OCTOBER I, 2002 REvlSFO: AUGUST I, 2002
REvlSEO: JULY 22, 2002
REvlSFO: APRIL I, 2002
-----------__ ,--
s
. J;
REvlSFO: MARCH ~. 2002
DATE OF PREPARATION: JANUARY 21, 2000 SH££T f or 4 SH££TS
DESIGNED BY: ~T.=K. __ DATE: ('IAIIGH zoo,
HUNSAKER DRAWN BY: J.D. SCALE; AS SHOWN
& ASSOCIATES PROJECT MGR.· R.M. JOB NO.: 1941-54
SAN DIEGO, INC
ENGINEER OF WORK
PLANNING 10179 Huemekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558-4500· FX{858}558-1414 ~DATE:7 t •J
R,\0370\&Pln\0370TM01,dwgC 1275JMor-19-20031!6,54
MASTER PIAN COMPLIANCE TABLE
LOT NET BUILDING BLDG SIDEYARD SIDEYARD
LOT# PAD PLNI STORll!S HEK3HT SETBACKS SETB.OCKS S121! ' AREA HEIGHT' (OLD) LEFT RIGHT
1 6692 6,454 3A 2S 24' B 1/2" 24' 3 7/8' 6.6 60
2 6,511 5,448 3AR 2S 24' 8 1/2" 2:r 91/2" 5.9 12.1
3 8,426 6,961 1ZA ss 22'2" 21' 1" 6.1 14.9
4 8,068 6,868 2BR 2S 26' 111/2" 24' 3 7/8' 6.8 15.1
5 62B1 6220 3AR 2S 24' B 1/2" 2:r 91/2" 5.0 11.0
6 5936 5,181 3BR 2S 24' 81/2" 16'4" 6.0 14.0
7 5,168 5113 1ZCR ss 22'2" 23' 91/2" 8.3 7.5
B 4,734 4,688 2AR 2S 26' 111/2" 21' 1" 5.0 6.0
9 4629 4,565 2AR 2S 26' 111/2" 24' 3 7/8' 6.1 5.3
10 4905 4,834 3C 2S 24' 8 1/2" 2:r 9 1/2" 5.1 7.4
11 4,303 4,250 2AR 25 25' 111/2" 24' 3 7/8' 5.0 8.0
12 4,527 4474 2B 25 W 111/2" 16'4" 5.0 8.0
13 4,251 4197 2CR 2S 25' 111/X' 24' 3 7/8' 5.0 8.0
14 4,355 4303 2AR 2S 26' 111/X' 24' 3 7/8' 5.0 6.0
15 4,847 4,796 12B ss 22'2" 21' 1" 5.0 5.5
16 5130 5,075 2AR 2S 25' 11 1/2" 23' 91/2" 8.8 6.3
17 4521 4,181 2C 2S 26' 11 1/2" 24' 3 718' 7.5 6.5
18 4573 4,232 2AR 2S 25' 11 1/2" 24' 3 7/8' 7.5 6.5
19 4,826 4,373 2C 2S 25' 111/2" 23' 91/2" 9.0 50
20 5,148 4,720 'lA 2S 25' 11 1/2" 2:r 91/2" 7.9 5.6
21 5490 5,050 2B 2S 25' 11 1/2" 24' 3 718' 8.3 7.1
22 5,279 5190 3A 2S 24' 81/2" 23' 91/2" 5.0 5.2
23 4803 4,803 3B 2S 24' 8 1/2" 23' 9 1/2" 8,6 5.0
24 4623 4527 1ZAR ss 2Z2" 21' 1" 9.0 5.0
25 4535 4535 2BR 2S 25' 11 1/2" 24' 3 7/8' 8.8 5.2
26 4 774 4,774 3A 2S 24' 61/2~ 23' 91/2" 7,9 5.3
27 4,621 4,621 'lA 2S 25' 111/X' 24' 3 7/8' 10.3 5.0
28 4,471 4,471 3B 2S 24' 81/2" W 91/2" 9.5 5.0
29 4,596 4,596 2B 2S 25' 111/2'' 24' 3 7/8' 9.7 5.3
30 5,120 5120 12B ss 22' 2'' 23' 91/2" 9.5 6,0
31 5267 4,962 1AR ss 17'11Y' 16' 4'' 9.4 5.2
32 5583 5,563 3B 2S 24' B 1/2" 23' 91/2" 20.0 5.0
33 4,597 4,597 1B ss 17'10" 16' 4'' 8.0 5.0
34 4,762 4,762 'lA 2S 25' 11 1/2" 24' 3 7/8' 5.0 5.8
35 4,947 4,~7 2C 2S 25' 11112" 23' 9112· 5.2 60
36 5776 5,778 3AR 2S 24' B 112• 21' 1'' 7.6 5.5
37 4,482 4,482 2B 2S 25' 11112" 24' 3 7/8' 5.7 5.3
38 4,248 4249 3C 2S 24' 8 1/2" 24' 3 7/8' 50 5.0
39 5879 4539 1ZA ss 22' 2'' 23' 91/2" 5.0 16.4
40 7025 4,718 2BR 2S 25' 11112'' 23' 9 1/2" 10.0 9,5
41 6,005 5,020 1ZAR ss 22.' 2" 21' 1" 18.2 6.3
42 5,399 4597 1BR ss 17'11Y' 23' 91/2" 5.0 9.0
,. = Greater setback total with new plan where the change from the final map exceeds 10%
•• = Reduced setback total with new plan where the change fran the final map exceeds 10%
TOTAL 2 STORY ARCH. IIIN.
SIDEYARD ELEMENTS SIDE PRIVATI!: BULDING % NET PAD PORCH/
SETB.OCKS BYSIDE' REC.AREA' COVERAGE COVERAGE COURTYARD
11.5 * NO 18x18 1937 30% NO
18.0 NO 18x18 1,937 36% NO
21.0 NO 15x18 1.941 28% YES
21.9 YES !20.1' Rl 18x18 1853 24% YES
16.0 YES (20.1' Ll 18x18 1 937 31% NO
20.0 NO 18x18 1.925 37% NO
13.8 NO 15X18 1,941 3B% YES
10.0 YES (15.'Rl 18x18 1 689 36% YES
11.4 * YES 115.B' Ll 18x1B 1,689 37% NO
12.5 YES 112.5' Rl 18x18 1 937 40% NO
13.0 YES (12.9'R, 12.S'L 18x1,8 1,689 40% YES
13.0 YES (12.9'R 12.9'L 18x18 1,653 37% YES
13.0 YES (129'R 12.9'L 18x1,8 1,671 40% YES
10.0 YES !12!1Ll 18x18 1689 39% YES
10.5 NO 15x1,8 1.941 40% YES
15.1 YES !15.9'R l 18x1•8 1689 33% NO
14.0 YES 114.IYR 13.8'L 18x1,8 1 671 40% YES
14.0 YES 15.5'R 14.IYL 18x1,8 1,889 40% YES
14.0 YES 128'R 13.!IL 18x18 1,671 38% YES
13.5 YES 15.4'R, 12.8'L 18x1.8 1,689 38% YES
15.4 • YES r15.4'Ll 18x1•8 1,653 33% YES
10.2'"'* NO 18x1'8 1 937 37% NO
13.6 NO 18x1.8 1 925 40% NO
14.0 NO 15x1,8 1,941 43% YES
14.0 NO 18x1,8 1,653 38% YES
13.2 YES(16.5' R 18x18 1 937 41% NO
15.3 YES 116.5' L 18x18 1 689 37% YES
14.5 YES 114.7' R 18x18 1.925 43% NO
15.0 YES (14.7' L 18x18 1 653 38% YES
15_5• NO 15x18 1,941 38% YES
14.6 NO 16x1fi ----2,077 42% YES
25.0 NO 18x1,8 1 925 35% NO
13.0 NO 15x15 2077 45% YES
10.B YES 112:fRl 18x18 1 889 35% YES
11.2 * YES 114.5'R, 12.lrL 18x1•8 1,671 34% YES
13.1 • YES (14.SL) 18x18 1 937 34% NO
11.0 • NO 18x18 1 653 37% YES
10.0 NO 16x18 1 937 48% NO
21_4-u NO 15x18 1,941 43% YES
19.5 NO 18x18 1653 35% YES
24.5 NO 15x18 1 941 39% YES
14.0 NO 15x15 2,077 45% YES
NOTF: A IRAIZ" F'HfNT YARO SETfJACK • 1./..8' IJNITS lllTH ~ a, CO/IRTYAROS • 55 (65.5%)
/iE(llllR£l} PR0lf0£1} X I/NITS MIN.
I/MT 12.5' TOTAL
TYP£ XITMIX-XITMIX6 S,/)' SETBACK'
1(SS} TJX ,oox
MIN 25X
1Z 11X 81X
2 MIN 25X J5X 79X
J MIN 25X .J5X 76X
TOTAL IOOX 100X lJ5X (lJOX RBJ'O)
A/ASTER Pl.AN SEC~:
111111{8}{2}{0) 'wt(B)(2}{/)
111111{8}{2}{c} 'wt(B)(2}{b,l Wll{B)(2){a)
'i,fu(B)(2}{f}{J) 'l-m(B)(2}{1}(2)
G(JT7£f/
CVNB
WALK--...:.·
t
1J'
II! 0.5
14'
·' ~ 5'
0.5'
PEI). RAMP
PEI). RAMP
·., . ·. 5.5'
10'
SIDEWALK DETAILS
NO SCA/.£
ZONEB-1
.Mal'YM!I I.AMJSCAl'YNG WITH
/:wt Y FIRE IIESISTANT PlANTS.
6' TAl.l. NOl-tolltJ/JSTBIE
1/W./. (J' OF 81./JCK I: J' OF
TEIIP£1l£lJ GLASS PANEIS} WITH
SPmAl FIRE /WQTECTION
$P/?/NKIEI/ S>S!EM.
I
ZQNCB-2
fl)(JK "811:11141. OF Al.I. H/Qf
RJ£l. Kll/AE 51'£1:7£5; 111TH
TH£ EXaPTION OF IJIJCKW/l£AT
ANO S4l WA SPEC/£S (SA6l;I
MflCII twl Y 50X OF THESE
TIKJ PWIT SP£Cl£S ANO eo,
OF TH£ IIOOEl1A IE RJ£l.
IQ'./AE SPECIES #II.I. BE
l/£TAIIIEO.
-NO NA TM SI/Rf/f1S TAI./.EH
THAN J6 INQl£S Ill HEIGHT
AR£ AJ.1.0IIET} IN THIS ,ll;Mf;
-ANNUAi. HANO PfillNIN(; 0//T
OF Al.I. O£AO A/A lElliAI. Ff«JII
TH£ HETAIIIED IKXJ£/IAIE OIi
H/Qf RJ£l. Kl'.UN£ SPECIES.
-ONI.Y t:IIA.S:23' Al.I.OE ARE
AP/ll'Oifl) t.4111£ /!HASSE$
ANO THEY #II.I. BE JIAJNTAIIIE1J
17) A -I-INCH S1/JfJ8l£ HEIGHT.
PLANTING ANJJ FUEL
MODIFICATION CRITERIA
NO SCALE
!iJll£;, FlJfl. AIOOlf1CA llON CNITENIA P£N N£POl?T
BY FINEWISE 2000. INC. APP/?01£0 BY CITY
OF CARLSBAD FlRE OEPAN'fl,fENT.
ENHANCED
BALCONY ~ REAR
ELEVATION
OPT NO
OPT NO
NO NO
NO NO
OPT NO
NO NO
NO NO
OPT NO
OPT NO
NO NO
OPT NO
NO NO
OPT NO
OPT NO
NO NO
OPT NO
OPT YES
OPT YES
OPT YES
OPT YES
NO YES
OPT YES
NO YES
NO YES
NO YES
OPT YES
OPT YES
NO YES
NO YES
NO YES
NO YES
NO NO
NO NO
OPT NO
OPT NO
OPT NO
NO NO
NO NO
NO NO
NO NO
NO NO
NO NO
ZONEQ-J ·
JO'
1(/fJJf --l'F Al.I. H/Q/ RJ£l. ~l/AE SP£r:l£S, 111TH
l1f£ EXaPTION OF BUCl(IIH£AT
ANO SAL WA SP£CJES (SA!ilf)
IIHICH ONLY 60# OF THESE
111!} PL4NT SP£Cl£S ANO 7/JI
OF TH£ JIOfXJIAIE F1IE1.
Kl/AE SP£r:J£S 11111 BE
NETAJNElJ.
-ALL JIOfXJIA IE RIEL IQ'./AE
SIIIII/B SP£Cl£S ARE ro 8£
IIAJNfAIIIEJ) 17) .J6-INCHES IN
HEIGHT, DICEPT f1III A FEW
SCATTEIIEO t.4111£ FIRE
RCS/STANT {LOW AHO
IIOIJ£RA1F} IJSTED IHEES ANO
SHf//J/JS.
-EACH TllfC/SIIIIIIB llllL 8£
Pf/UHEI)(TAJ.LO£AO
MATERIAL
-EACH //£TAINE]) F1IIE:
IIESISTANT NATI/£ 1/lfC JIIIST
BE IJJIBEO /JP fll(M TH£
CliOI/NO 17) A HEIGHT OF .JK
TH£ HEJ(JHT OF TH£
/JNOEllSTOIIY RIEL 68).
-/:wt Y t:IIASSES AllOIIElJ All£
AP/ll'OW NA 111£ t:IIA.S:23'
ANO THEY #Ill BE IIAINWNOJ
l7J A ~INCi/ Slll8Ell£ 1/EJQ/T.
MASTER PIAN COMPLIANCE TABLE
NET BLDG SIDEYARD stDEYARD TOTAL 2 STORY ARCH. MIN. LOT BULDING BUILDING LOT• PAD PLNI STORIES HEIGHT SETBACKS SETBN::KS SIDEYARD ELEMENTS SIDE PRIVATE
SIZE ' AREA HEIGHT 2
(OLD) LEFT RIGHT SETBACKS BY SIDE' REC.AREA' COVERAGE
43 5997 4820 3CR 2S 24' 81/2" 24' 3 7/8' 5.0 79 12.9
44 10,074 5844 3AR 2S 24' 8 112" 16'4" 5.2 8.0 13.2
45 8892 4,984 2BR 2S 26' 11 112'' 24' 3 718' 6.1 10.3 16.4
46 7 351 4441 2AR 2S 26' 11112'' 23' 9 112'' 5.0 10.0 15.0
47 7472 4,488 1ZXR ss 22' 2" 21' 1" 5.0 10.0 15.0
48 8288 4,807 3BR 2S 24' 81/2" 23' 91/2" 5.0 10.0 15.0
49 9066 5,309 1C ss 17'10" 16'4" 6.0 8.8 16.8
50 8401 4087 12B ss 22' 2'' 21' 1" 5.0 12.0 17.0
51 8198 4,843 3C 2S 24' 8 1/2" 23" 9 1/2" 5.0 22.6 27.6
52 4 726 4,329 2B 2S 25'11" 21' 1" 5.0 9.8 14.8
53 5377 5,377 12B ss 22'2" 16' 4" 5.0 18.3 23.3
54 5587 5,587 3C 25 24' 81/2" 23' 9 112'' 9.7 5.0 14.7
55 5,231 5,231 1ZX ss 22'2" 21' 1" 10.0 5.0 15.0
56 5262 5,262 3AR 2S 24' 81/2" 23' 9112'' 6.5 5.0 13.5 ••
57 4626 4,826 2BR 2S 26' 11 112'' 24' 3 7/IS 9.7 5.3 15.0
58 4610 4,014 3AR 2$ 24' 8112" 23' 9 1/2'' 12.6 5.4 180
59 4556 4,012 2A 2S 26' 111/2" 24' 3 7/8' 11.4 5.5 16.9
60 6343 4,658 2B 2S 25' 11 112'' 21' 1" 6.4 24.3 30.7
61 9,294 5,539 1AR ss 17'10" 16'4" 15.7 10.3 26.0
62 7 315 4,797 3BR 2S 24' 8 1/2" 23' 9 112" 5.0 9.0 14.0
63 6,557 4,896 2B 2S 26' 11112" 24' 3 7/8' 5.8 8.6 14.4
84 6112 4947 3CR 25 24' 81/2" 23' 91/X' 5.0 10.9 15.9
85 5365 5,033 1AR ss 17'10" 24' 3 7/8' 5.8 7.5 13.3
66 5276 4,899 3BR 2S 24' 8112" 23' 9 112'' 5.0 9.0 14.0
67 5066 4,791 1CR ss 17' 10" 24' 3 7/IS 5.0 9.0 14.0
88 5559 5,559 1A ss 17'10" 16' 4" 6.0 14.0 20.0
69 5186 5186 12BR ss 22' 2" 23' 9 1/2'' 14.0 6.0 20.0
70 4416 4,416 3CR 2S 24' 8112" 24' 3 7/8' 5.1 5.0 10.1
71 4416 4416 38 2S 24' 8112" 21' 1" 5.0 5.0 10.0 n 4621 4,621 1ZA ss 22'Z' 24' 3 7/8' 5.0 5.0 10.0
73 4293 4,293 3BR 2S 24' 81/2" 24' 3 7/IS 5.0 5.0 10.0
74 4,973 4973 'lA 2S 26' 11112" 23' 9 1/2'' 6.3 7.3 13.6 ..
75 7 892 7692 1ZXR ss 22'2" 21' 1" 10.2 8.0 18.2 •
78 6,180 6,180 1CR ss 1T11Y' 2:r 9 1/2'' 5.4 9.6 15.0,.
77 6081 5625 3CR 2S 24' 81/2" 23' 91/2'' 6.1 7.9 14.0 •
78 6,798 6=5 1BR ss 17'10" 21' 1" 9.5 5.0 14.5 •
79 5155 5,155 3AR 2S 24' 8 1/2" 23' 9 112'' 5.0 5,0 10.0
80 4233 4,233 3B 2S 24' 8112" 16'4" 7.5 5,0 12.5
81 4235 4,235 1ZCR ss 22' 2'' 24' 3 718' 5.9 6.6 12.5
82 5443 4,206 'lA 2S 25' 111/2" 21' 1" 5.0 15.6 206
83 5162 4865 3AR 2S 24' 81/2" 24' 3 7/IS 5.0 8.0 13.0
84 6268 5224 18 ss 17'10" 23' 9 1/2'' 5.0 14.0 19.0
•=Greater setback total with new plan where the change from the final map exceeds 10%
-= Reduced setback total wtth new plan where the change from the final map exceeds 10%
---~---~------
I ,A 1"\
NOSl.01£
TIHSM£,1
N
(rtP.,' ---\~--
1Z
. .. .
_.,.,,..--...... _ --....._ ___
.,...., --
3 2
-• • • •• rf--1·
'
NO 18x18 1937
NO 18x18 1937
YES (15.5' Rl 18x18 1,653
YES 115.5' Ll 18x18 1,689
NO 15x18 2,045
NO 18x18 1,925
NO 15x15 2,077
NO 15x18 1,941
NO 18x18 1,937
NO 18x18 1,653
NO 15x18 1,941
NO 18x18 1937
NO 15x18 2,045
NO 18x16 1,937
YES 17.9' R 18x18 1653
YES 17.9' L 18x18 1937
YES 12.5' R 18x18 1,689
YES 12.5' I 18x16 1,653
NO 15x15 2077
NO 18x18 1,925
YES f13.6' R) 18x18 1653
YES (14.7' I\ 18x18 1,937
NO 15x15 2,077
YES (13.3' 1 ' 18X18 1,925
NO 15x15 2,077
NO 15x15 2,077
NO 15x18 1,941
NO 18x18 1937
NO 18x18 1,925
NO 15x18 1,941
NO 18x18 1,925
NO 18x16 1,689
NO 15x18 2,045
NO 15x15 2077
NO 18x18 1,937
NO 15x15 2,077
NO 18x16 1,937
NO 18x18 1,925
NO 15x18 1941
NO 18x18 1,689
NO 18x16 1,937
NO 15x15 2,077
---r----
I\
------
•
1
"' --
TYPICAL SLOPE SETBACK COMPLIANCE DETAIL
NO SCA/.£
I
Sl.OPf S£7BACK COJIPUANCE
UNE AS SHOWN ON PL.AN
(APP/JES ONLY TO lOlS ADJACENT TO SI.OPES STEEPER THAN
15% WITH AN ElEVA TlON 0/FFERENT!AL CREA TER THAN 15')
SECTION A-A
NO SCA/.£
%NET PAD PORCH/ ENHANCED
COURTYARD BALCONY REAR COVERAGE ELEVATION
40% NO NO NO
33% NO OPT NO
33% YES NO NO
38% YES OPT NO
46% YES NO NO
40",i, NO NO NO
39% YES NO NO
47% YES NO NO
40% NO NO NO
38% YES NO NO
36% YES NO NO
35% NO NO NO
39% YES NO NO
37% NO OPT NO
36% YES NO NO
48% NO OPT NO
42% YES OPT NO
34% YES NO NO
37% YES NO NO
40% NO NO NO
34% YES NO NO
39% NO NO NO
41% YES NO NO
40% NO NO NO
43% YES NO NO
37% YES NO NO
37% YES NO NO
44% NO NO NO
44% NO NO NO
42% YES NO NO
45% NO NO NO
34% YES OPT NO
26% YES NO NO
34% YES NO NO
33% NO NO NO
33% YES NO NO
38% NO OPT NO
45% NO NO NO
48% YES NO NO
40% YES OPT NO
40% NO OPT NO
40% YES NO NO
SHEET 2 OF 4 SHEETS
P. U.J}. 01-05
60' /?OW
I 20' ' 10' I
I 10' I
I I
I 5.5' 5.5' I
I I
I I
I EXIST. A.C I
I PAff:MENT I
I I 2:r I ..2L ~ 2X ---c-~ ~i----n= :r -==========-------==3 ~ -----------------'=-:!,
EXIST. ClJNB, GfJT!EN .t SIOEWAlK
: 13'
TYPE t'' CURB
,t CUTTER
10'
as·: 5' ./..5'
EXIST. TAMARACK A VE.
NO SCA/.£
60' NOW
17'
-1• AC PA161£NT Olfli'
APPNOVEO BASE
11' fJ'
7.5' 5' I 5' 1-=1-1-:--1 ...,,_
0.5'-H-
(TYP)
I
PCC SIOEWAlK
STREET ~ : ~ ' & 'JJ,
NO SCA/.£
56' /?OW
t , 18'
./..5' 5' : a5'
I I ~ .... AC PA lfllENT Olfli' I .. ~ I
'I<\
BENCHMARK:
DESCRIPTION: STANOANO Al-10 STREET CENTENUNE
ltElL !./ON/JAl£NT
LOCATION: CENTENUNE OF El CAMINO NEAL
AT ENGINEER's STATION 45-1+92
PER N.S 1800-1
~· I ..JL ti
rtP£ t'' CIJN8
,t GfJTTEN
~ ...... I ~· l..tL ... ~
');~
TYPE t'' CfJRB
.t CIJT!EN
APP/?01£0 BAS£
STREET 'c'
NO SCA/.£
46' /?OW
16'
,1• AC PAVEMENT Olfli'
APP/?OVEO BASE
2X
16'
JS.. ',:' I .
PCC SIOEWAlK
o·
4.5' 5' 0.5'
I
I .. ~
'•·' I •·
PCC SIOEWAl.K
STREET ~ CULDESAC'
R£VISEO: OCTOBER l 2002 NEIi/SEO: AUCIJST I, '2002
REIi/SEO: JUL Y 22, 2002
NEIi/SEO: APRIL 1, 2002
NEIi/SEO: MARCH ~ 2002
NO SCA/.£
OA TE OF PNEPARA TION: JANI/ANY 21, 2000
HUNSAKER
& ASSOCIATES
SAN DIEGO. INC
SH££T 2 OF -I SH££TS
DESIGNED BY: T.K. DATE: MA~C.H' too,
DRAWN BY: _,J,,,,.D"-. ___ SCALE: K5 SHOWN
PROJECT MGR.· R.M. JOB NO.: 1941-54
RECORD FROM: COUNTY BENCH lE'tfl.S (NO. COUNTY lfli'T.
CONJROl OATA}
l'IANIINC 10!79 lbmoklffl S-
ENCHERING San 1JietO. Ca 92121
ELEVATION: 68.479 OAl/JAI: /J.S.C d-GS. SUR\IE\'ING PH(853)558-4500· FX(853)55M414 d ._ ______________ _._ _______________ ~ 3:
R: \0370\&:Pln \0370TM02.dwg[ 1991 ]Apr-29-2003: 08: 49
\
\ ' \
\
\
\ I I
\
\
NOT£:
IMPROVFMENTS FOR l'AU4RACK A VENUE, HARWICH DRIVE,
BLUFF COURT, l'ALUS WAY, C4Y DR/VF AND COASTVIEW COURT
ARE PER DWC. JOJ-2
NOTE .(I
ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY
ANO AR£ NOT TO BE USED FOR HORIZONTAL
OR VERTICAL SUR VEY CONTROL
\
I
I
I I I
I I
I \ 0 40 80 120
\
I SCALE 1"~40'
: \
\
\
I I \
\\ ti
't, ~ i l ",....., • ,
-4\i
L01 253
LJJ1 203
MAP !!588
'\ \ \
I
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, .. ·n
·. ·, '
,' ~:, '·'
\
\
.4
.I •••r•• [Ill'~ Cl
i-1,,--,1 ~
'--1 gi .. --_1-----,_ --
iff°=
'......_..~--::.:..:~~---"---,__, -~ ""
I
,,--·t
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1
r-------, I , __ _
---t1-----t
' ' ' ' ' ' ' L ..••••. .J
u ..
r· ' -, ,r ' , ' __,,_ __ , ---' ' I '
~5'
,J82.B \
--
s·
®
420.0
5~
'"-,,.~
® 188.5
.,
' \
\
'' \\\ t\
\ \
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I
"'••,,\
/
.//
BENCHMARK:
DESCRIPTION:
LOCATION:
STANDARD M-10 STREET CENTERLINE
/;ell MONUMENT
CENTERLINE OF £L CAMINO REAL
AT ENGINEER'S STA TIDN 454+92
PER R.S 1800-1
RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT.
CONTROL DA TA)
ELEVATION: 68.479 DA TVM: /J.S.C. &-C.S.
\'• ..• ,/-'\
\ ~
l \ (~,,---.,_ l
\/
(
\ //
V
REVISED: OCTOBER I, 2002
REVISED: AUGUST I, 2002
REVISED: JULY 22, 2002
REWSED: APRIL I, 2002
REWSED: MARCH 4, 2002
'······=·
DA TE OF PREPARA 1/0N: JANUARY 21, 2000
HUNSAKER
& ASSOCIATES
SAN DIEGO, ll'IIC
PIANNING 1011'9 Huenneken~ Street
ENGINEER.ING San Diego, Ca 92121
SURVEYING PH(858)558-4500· FX(858)558•1414
! I
i SHEET 3 OF 4 SHEETS
P. U.D.
\
\
/
01-05
\
\
\ ,,.
\
/
/
SHEET .J OF 4 SHEETS
DESIGNED BY: T.K. DATE: JYIARGH ZOOJ
DRAWN BY: ~J~.□~. ___ SCALE: 1" -4Q'.._
PROJECT MGR.· R.M. JOB NO.: 1941-54
....
"' I ,;;:
0,
ci ~-----------------'-------'------------__Jlli
R: \0370\&Pln \0370TM03.dwg[ 1275)Apr-01 -2003: 16: 19
.,-,.. .
. · ' J __ .;·~
0
-··,;.·v_··-····,;;-®:--"--'1
':I.
/ ,i .. 1/ '. ' -~-----.I
I
~
~@F=~
?o ...
®
®
I II
/ //
l'
88'
EID B
~ 412.6 9'
"'
/\\ \
.----r=-Jc::.\---::ffl \ \ j
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'{J\ ... ~\~
0, 1~\ c,-~,~
@
~ 419.4
@\
~
422.9
~ :Qy
424.9
i\-r=::c;:=-~ ,2l ,, ,,
~25.86 , __ __ ,,
'
@
'@F7
. 425.0
.. ,······ ... /·· ......
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ul"i'
Q!D
'425.3 •
dl\ \J]y
,125.8
"'
--'"" ··--" .. --~-.,
..___. .. t
85 -...._"'
RECREA T!ON -
LOT
420.0
I I .,·• ,.
~ {·. ··,\;,'
': ii/
i~
/; _/ i ! /
,, I ' • .. ,.' / ··•· ':I
·1' : Ii f .' 'I { /I /11 '
..: I , i; ., trr' i •
... !!/! .· /
h'j ! I i .c; P ! ' I : ~ -· I , ..
r d ' /JJ_f ///
///: I
·.·.•·,;: / l / ,1
i j
'
NOTE .I!
ELECTRONIC DATA ALES AR£ FOR REFERENCE ONLY
AND ARE NOT TO 8£ USED FOR HORIZONTAL
OR VERTICAL SURVEY CONTROL
BENCHMARK:
DESCRIPTION:
LOCATION:
RECORD FROM:
ELEVATION:
STANDARD M-IO STREET CENTERLINE
WELL MONUMENT
CENTERLINE OF El CAMINO REAL
AT ENGINEER's STATION 454f92
PER R.S 1800-1
COUNTY BENCH LEVELS (NO. COUNTY VERT
CONTROL DA TA)
68.419 OATIJM1 U.SC ,t G.S
/
REVISED: OCTOBER I 2002
REV/SEO: AUGUST I, '2002
REV/SEO: JIJL Y 22, 2002
Rfl1SEO: APRIL I, 2002
REV/SEO: MARCH 4, 2002
OA TE OF PREPARATION: JANUARY 21, 2000
Pl.ANNING
ENCINEERING
SURVEYING
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
10179 Huermekens Street
San Dieso, Ca 92121
PH(8S8)S58·4500· FX(858)558·1414
OF 4 SH££TS
01-05
. . ' '
\ J ' ' \ \ \ \ ;
I
I& / I/ /# / 1/ ,•/.
/ ;,✓ • .· /, . / .. /
I//,/ .
r /I /,1;. ,/ ;
SHEET 4 OF 4 SHEETS
DESIGNED BY: T.K. DATE: MA"<,f'I ~3
DRAWN BY:=• u, ____ SCALE: I" ~ 40'
PROJECT MGR.· R.M. JOB NO.: 1941-54
f-------------------1..,
"' I ;;:
0,
ci L-------------------'------'-...._ __________ ...J 3i
R: \0370\&Pln \0370TM04.dwg[ 1275]Apr-01-2003: 16: 20