HomeMy WebLinkAboutCT 04-14; TRAILS END DEVELOPMENT; Tentative Map ExhibitBUENA vlSTA
LAGOON
TRAILS END DEVELOPMENT
ENGINEER:
TAIT CONSUL TING, INC.
702 aVIC CENlER DRII/E
OCEANSIDE, CALIFORNIA 92054
PHONE: (760) 433-1166
FAX: (760) 433-1017
Bruce A. Toil
PLANl'ER=
Dote
DENNIS CUNNINGHAt.A CONSULTANTS, INC.
5635 AI/ENIDA ENCINAS, SlE.112
CARLSBAD, CALIFORNIA 92008
PHONE: (760) 931-6619
FAX: (760) 931-6681
GEOTECHNICAL CONSULTANT
GEOSOILS INC.
5741 PALMER WAY,
CARLSBAD, CA. 92008
PHONE: (760)438-3155
FAX: (760)931-0915
OWNER/APPLICANT•
LUKE DE1/ELOPMENT, LLC
CHRISTOPHER J. COSED
3146 QUIET HILLS DRII/E
ESCONDIDO, CALIFORNIA 92029
PHONE: (76D) 737-3D84
DATE OF PFEPARATION:
JUNE 10, 2005
STORM WATER MANAGEMENT PLAN
BY TAIT CONSULTING, INC.
ON fl LE 1"1TH lHE Cl TY OF CARLSBAD
HYDROLOGY SlUDY
BY TAIT CONSULTING, INC.
ON flLE 1"1TH lHE CITY OF CARLSBAD
ASSESSOR'S PARCEL NUMBER:
156-D90-41-00
PROJECT ADDRESS:
NORJHWEST CORNER OF CARLSBAD VlllAGE DRII/E &: DONNA DRII/E
CARLSBAD, CALIFORNIA 92008
LEGAL DESCRIPTION:
A PORTION OF LOT 7 OF SECTION 32, TOWNSHIP 11 SOUTH, RANGE 4 WEST, SAN
BERNARDINO MERIDIAN, IN lHE CITY OF CARLSBAD, COUNTY Of SAN DIEGO, STA lE Of
CALIFORNIA, ACCORDING TO OFFaAL PLAT THEREOF.
EASEMENTS:
lHE PRIVILEGE AND RIGHT TO EXTEND DRAINAGE STRUCTURES AND EXCAVATION AND
EMBANKMENT SLOPES BEYOND THE LIMITS Of RIGHT Of WAY, WHERE REQUIRED FOR lHE
CONSTRUCTION AND MAINTENANCE OF SAID RIGHT OF WAY, AS CONTAINED IN lHE DEED
RECORDED DECEMBER 7, 1973 AS flLE NO. 1973-339527 OF OFFlaAL RECORDS.
1. GRANTED TO:
PURPOSE:
RECORDED:
AFFECTS:
2. GRANJED TO:
PURPOSE:
RECORDED:
AFFECTS:
Cl TY OF CARLSBAD
CONSTRUCTION, EXCAVATION, EMBANKMENT, AND DRAINAGE
PUPOSES
OCTOBER 30, 1968 AS FlLE NO. 1968-189781 OF OFFlaAL RECORDS
lHE SOUJHEASTERLY 60 FEET.
CITY OF CARLSBAD
CONSTRUCTION, EXCAVATION, EMBANKMENT, AND DRAINAGE
PUPOSES, TDGEJHER 1"1TH lHE RIGHT TO DEDICA lE lHE SAME
TO PUBLIC USE 1"11HOUT FURJHER CONSENT OF lHE GRANTIEE
OCTOBER 18, 1971 AS flLE NO. 1971-240254 Of OFFICIAL RECORDS
lHE SOUJHEA TERL Y 60 FEET.
ENVIRONMENTAL DATA:
r--_____ _
18'_j ~ -~ /
MIN. j LOT14 /
REAR / I
STEEPEST EXISTING NATURAL SLOPE: 35:11:
MAXIMUM 1/ERTICAL DEPTH OF CUT: 17 FT.
FLOW DATA:
1. WA !ER FLOW GENERA UON:
550 GPO x 14 DU = 7,700 GPD AVERAGE DAILY DEMAND (ADD)
7,700 GPO , 1.65 = 12,705 GPO MAXIMUM DAY DEMAND (MOD)
SIDEY ARD 10. '
MIN. ,____._LOT:!. -_-i._J' LOT 15
MAXIMUM Vl:RTICAL DEPTH Of RLL: 20 FT.
EARJHWORK:
CUT: 7,010 C.Y.
flLL: 26,410 C.Y.
IMPORT: 19,400 C. Y.
BUENA vlSTA
LAGOON
PERCENT Of PROJ;CT IN:
CUT: 25:11: !0.71 Ac~ flLL: 72:11: 2.00 Ac
UNDISTURBED: 3:11: O.D8 Ac
2. FIRE FLOW:
RESIDEIITIAL DWEWNG UNITS SHAil USE 1,500 GPM FROM 1WO H'IDRANTS
AT A MINIMUM {F 2D PSI OR RESIDUAL PRESSURE AT TiiE MAIN Fili
2 HOURS DURATION. SPECllC PRD.lCT FIRE FLOW TO BE DEJERMINED BY
FIRE MARSHALL
l SE\\ER FLO'l,RA TE GENERATION:
14 EDU , 220 GPO = 3,0BO GPO AVERAGE DAILY FLOW (ADF)
3,0BO GPO x 2.5 = 7,700 GPO PEAK DAILY FLOW (PDF)
PLAZA CAMINO
REAL
LOT
No.
1
MARRON RD
UNIT BREAKDOWN
PLAN 1 -4 UNITS
PLAN 1 A -6 UNITS
PLAN 2 -4 UNITS 2
3
~ \\1NlERGREEN
~
~
VICINITY MAP
lHOMAS BROS. GUIDE, PAGE 1106, H-4
SITE
NOT TO SCALE
4
5
6
7
8
9
10
11
12
13
14
15-17
TOTAL
TYPICAL LOT SETBACKS
LOT DRAINAGE IS SHOWN ON SHEET 2.
NOTE: HOUSES SHOWN ARE CONCEPTUAL ONLY.
NOT TO SCALE
LOT AREAS
AREA BLDG LOT
(SF) BLDG. PLAN AREA COVERAGE
(SF) (%)
3.750 1A 1,284 34%
3,956 1A 1,284 32%
5,628 2 1,254 22%
5,525 2 1,254 23%
4,642 2 1,254 27%
3,896 2 1,254 32%
4,056 1A 1,284 32%
4,647 1A 1,284 28%
4,168 1 1,284 31%
4,342 1 1,284 30%
4,433 1 1,284 29%
4,287 1 1,284 30%
3,766 1A 1,284 34%
5,055 1A 1,284 25%
59,561 COMMON N/A N/A
121,541
l
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LOT 13
I!. I
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I 5.00'
I SIDEWALK
NEW CURB AND GUm:R
(SDRSO G-2)
5.50'
GRASS
•
45' PUBLIC UTILITY AND ACCESS EASEMENT
t
14.oo· I
i-------------------11 I 0.5'
PROPOS£0 PCC PAVEMENT PER "R"
VALUE lESTS AND SOILS ENGINEER'S
RECOMMENDATION
LOT 15
NEW 6" CURB &
GUm:R (SORSO
G-2)
SECTION P-P THROUGH PRIVATE DAIV8NAY
PROPOSED 15.00' ROW DEDICATION ,
' JO.DO'
PROFILE
10.0 o'
I 5.50'
21 I
SCALE 1• = 6'
6000' ROW
EXIST. 45.00' PUBLIC ACCESS EASEMENT
PER DOC 71-249983 RECORDED 10-29-71
30.00'
40.0D' ROAD
SECTION 0-0 THROUGH DONNA DRIVE
SCALE 1• = 6'
84.0o' ROW
32.00 q_ 32.0 o'
.A .21-.
CARLSBAD VILLAGE DRIVE
TYPICAL SECTION
SCALE 1• = 8'
I!.
10.00
5.50'
.A.
100'
l
I
• •
CARLSBAD TRACT 04J..14
ZC 04-10 / HDP 04-07 / PUD 04-12
PROJECT SUMMARY•
APN 156-D90-41
EXISTING GENERAL PLAN DES1GNA TION RM
PROPOSED GENERAL PLAN DESIGNATION RM
EXISTING ZONING
PROPOSED ZONING
GROSS ACREAGE
R-A-10,000
RD/M
2.79 AC
14 NO. OF D11£LUNG UNITS
NO. OF LOTS
A 1/ERAGE LOT SIZE
15 = 14 RESIDENTIAL -1 OPEN SPACE/PRIVATE STREET
4,427 SF
TOTAL OPEN SP ACE (LOT #15)
USABI.£ OPEN SP ACE
AI/ERAGE DAILY TRIPS
LANDSCAPING
COUNTABLE DENSITY ACREAGE
DENSITY (COUNTABLE Ac)
AREA ONSIJE PAVEMENT
AREA Of CONCREJE SIDEWALK
PRIVATE STREET ROW
BUILDING COI/ERAGE (TOTAL 17,856 SF)
SE'l,[R
WAlER
STORf.t
ELECTRICAL & GAS
lELEPHONE
CABLE T.V.
flRE/POUCE
TOPOGRAPHY
GRADING
SCHOOLS
FACILITY MANAGEMENT ZONE
LEGEIO
BOUNDARY LINE
LOT LINE/ R.O. W. LINE
ROAD CENlER LINE
EASEMENT LINE
EXISTING WA lER MAIN
EXISTING GAS
EXISTING SEWER MAIN
EXISTING FIRE HYDRANT
PROPOSED SEWER LAlERAL
AND Cl.EANOUT
PROPOSED WA lER LA lERAL
PROPOSED 8"11 PUBLIC WAlER MAIN
PROPOSED PAD ELEVATION
PROPOSED 8"!1 PUBLIC SEWER
PROPOSED GRADING SI.OPE
PROPOSED BROW/lERRACE DITCH
PROPOSED 810 FIL lER SWALE
PROPOSED FIRE HYDRANT
EXISTING STREET LIGHT
PROPOSED STREET LIGHT
PROPOSED AREA DRAIN
PROPOSED STORM DRAIN CLEANOUT
PROPOSED RETAINING WALL (6' MAX)
PROPOSED PCC PAVING
PROPOSED CONCRElI SIDEWALK
PROPOSED A.C. PAVING
PROPOSED GRASSCRElI OR EQUAL
PROPOSED TRENCH DRAIN
PARKING=
'IISill!ll CO'IEREQ
REQUIRED: 6 SPACES 2/D.U=28
PROPOSED: 6 SPACES 28 SPACES
REVISIONS
1sr REVIEW
2ND REVIEW
19,592 SF (O.« Ac)
6,061 SF (0.14 Ac)
140
56:11:
2.38 Ac
5.88 D.U./Ac
23,575 SF (0.55 Ac)
4,500 SF (0.10 Ac)
0.42 Ac
17.2:11:
CITY OF CARLSBAD
CARLSBAD MUNICIPAL WATER DISTRICT
CITY OF CARLSBAD
SDG&E
SBC
ADELPHIA
CITY OF CARLSBAD
MIKE lHOMPSON LAND SURI/EY -AERIAL 2003
PER CITY STANDARDS
CARLSBAD UNIFIED SCHOOL DISTRICT
LFMP 1
--------
----w----
-GAS--GAS-
----S----
[>CK]
-SL --SL --0CO
---WI.
----,w----
@
s .tJH s = -r._2:1=:y =
9 ~=LcL~
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~
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--s>--~
-a,-0------a,-
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lo o v o o a o o a J no aoaonon o nono no o{'I
_..,,=-~_ .. _ ' ..
32 47
0-.J/.=d
,..~
...... ,JJ-"'."~, ... t . __ ,_
7, r:,/
,-; TAIT
♦ / Consulting, Inc.
702 Civic Center Drh1e
Oceanside, CA 92054
Phone:760-433-1166
DAJE BY
DJ.15.05
06.10.05
TRAILS END DEVELOPMENT
TENTATIVE MAP
THE CITY OF CARLSBAD, CALIFORNIA
t -.L
·-
REVISIONS
lsr REVIEW
2ND REVIEW
TRAILS END DEVELOPMENT
THE CITY OF CARLSBAD, CALIFORNIA
\
702 Civic Center Drive
Oceanside, CA 92054
Phone:760-433-1166
DA1£
03.15.05
06.10.05
BY
~
0
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40
SCALE IN FEET
PROPOSED 15' ;::==;-r-
SEWER EASEMENT L _
60
I!
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NB9'11'20"W 304.21' ---
I LOT 17 ~/
45' PUBLI
ACCESS A
UTILITY
OPEN SPACE LOT!
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LOT 14
5,055 sq.ft.
2nd f.f.E.= 221.0
PAD El£V.= 211.0
PLAN IA
LOT 13
3,766 sq.ft.
2nd F.F.E.= 219.0
PAD El£V.= 209.0
PLAN IA
L
"N /I ... '1 "
~ // -< I -=-'i _,
-,
LOT 12
4,287 sq. ft.
2nd F.F.E.= 209.5
PAD El£V.• 199.5
PLAN 1
LOT 11
4,433 sq. ft.
2nd F.F.E.= 207.5
PAD ELEV.= 197.5 PLAN 1
---:1
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I
LOT 10
4,342 sq. ft.
2nd F.F.E.= 207.5
PAD ELEV.= 197.5
PLAN 1
104'
\
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4,168 sq.ft.
2nd F J.E.= 205.5
PAD ELEV.= 195.5
PLAN 1
96'
I 01'
/
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~-; ·". · .. -,-::, ,,
<;: :'.:·;.---.. _,., ·:,· -,-, ---, ·'"-.: .. ~
. ,· ,:-:,.:'··
l·. c,-··. ,·•, ,,., ·•::-:, · .. -,•,
'\"' -/·;)}:':·-.;
_(_:· ___ ;_-:,·\~i'_':-:-·._-
··y-_' .-t'./-'•,'.:.2._:: -
>--... / -'.·· ./."· /x 't:--y ·.. ~ \ / ,~-, lL ,r--i
~ --~ 4 }~/ 8 ft.
PLAN l
--
\ ,a·
TI\'.
\ .....
I
CONCRElE LINED
BROW DITCH --
<It
. ·. •. :-: . ·:.
··, '. . •. . '
.,. -
33
\
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; -~ ~OPOSED 15' R~\
"""'&'i.C: DEDICATION
LOT 3
5,628 sq. ft.
2nd F.F.E.= 241.5
PAD ELEV.= 231.5
PLAN 2
LOT 4
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CARLSBAD TRACT 04-14
\
XIST. 45' PUBLIC ACCESS EASEMENT
PER DOC. 71-249983 RECORDED
10-29-71
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APPROVED) .,
llllS IS THE APPROVI Jl ll'~TATIVE MAP/SITE /
PLAN PEil CON()ITIOi' 1-'0 .. (., OF PLANNING
<X>MMISSION RESOLI TION NO. (oO~ / . /
C\ .. \,~ a\,,.I, 9.,,,L,%.Ji!..:·i,, ~.-/ ~;o;;;.~~ ~Dq,t:"!iii /
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EX. Ba' EASEMENT TO CITY OF CARLSBAD
F CONSTRUCTION, EXCAVATION, /
BANKMENT, AND DRAINAGE PURPOSES./
RECORDED OCTOBER 30, 196B flLE
No.196B-189781 OF omc1A1. RECORD5f
PORTION OF ABO.£ EX. 60' EASEUEN-J TO
BE QUITCLAIMED. /
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n.,_. 60' EASEMENT TO BE
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---,-------NB9'1 o·so·w 265.04'
...._,,,=-,'f'IROPOSED ~ I ~ SE\\£R EASEMENT ---/ I
-' ..o. -l: .::.-------_---::_ ?/ II ---------"flL _____ _/
PROPOSED PER'tlOUS PAVING
(GRASSCRElE OR EQUAL)
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0 20 40 60
REVISIONS
1ST REVIEW
2ND REVIEW
Consulting, Inc.
702 Civic Center Drive
Oceanside, CA 92054
Phone: 760-433-1166
DAlE BY
03.15.05
06.10.05
TRAILS END DEVELOPMENT
SETBACKS, DISTANCES BElWEEN BUILDINGS
AND WIDTH OF LOT AT 20' SETBACK
SHEET
3
OF,/
)('t
THE CITY OF CARLSBAD, CALIFORNIA
•
~--------------
LOT
15
LOT
LINE
--" -
>> .. _--·-• ~,,-~;. :,
LOT
10
TW 197.5
BW 194.0
200e--------'-.c-sl-F~~c=~-·-ec.;·'-.;:.._ ----
'h----==::::--'-''-'-'--'-'-"----'--"',_-J
PRO OSED
DWE NG
LOT
LINE
2%
TRAILS END DEVELOPMENT
THE CITY OF CARLSBAD, CALIFORNIA
LOT
15
PROPOSED
GROUND
PROflLE
EX.1 GROUND
PRrlLE
SECTION A-A
TW 227.7
BW 2 1.7
LOT
LINE
LOT
2
'
PRO~SED
DWE I NG
fl
~--------~---------------------------SCALE: 1"=2 ' ----·-------~------~~~~-----
LOT
14 -----l-0+--
LIIE
I
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" . ·--• . "'---® : . . . --' '.". ·• -'ROPOSED ----}WEWNG _.... -
~I --
f-------'J:. I -------200 ~~-------F-----=-
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10+00"'"·"'
LOT
15
HIGH -PO!ltl-EII¥-= -254,7
POINT STA• 10t.l2.
p~ STA= 10+40 if~ EIIV = 254.96
~ 20.o' \IC
~ ~ ,.._ = :,: :;i :F -o:I ~
~~ l!l I0.001 • . . --~ ---------
---------------
LOT LOT
LINE LOT LINE LOT
9 10
-HIGH-------------------------------------------------------------------
5
-;
o:I
l!l
. ----
-------------r---___ ---y----
EX. GROUND
----------------------· --··-· ---·
---11+00
------------------------------------------------------------
fl
,or LOT DONNA
L NE 15 DRIVE
--,,_-
15% -----CESS RO/>.D -----PRl'Jf>-'IE />.C __ ---S/W --I ----
I ------~p:a e-----I
----.
I ---~
EX. GROUND
PROflLE
SECTION 8-B
SCALE: 1"=20'
LOT
11
SECTTOW-
scALE: 1·=20'
-15.IJO:r
OSED
GROiND
PRO LE
. ---
-----, __
--------~----
12+00
CENTERLINE PROFILE
PROPOSED STREET
SCALE: 1"=20'
..
LOT LOT LOT
1_o2r--L-+1N_E~,:::_=,~=~~=:;r
1
=.="=L~.'"""'E:,:;::::::::;:;:,::,::=r=L=1o4=t-r---u F-'_1o5_r~ _ _,
------
---
: _ ---'@···-
-------
-----------------------
P~ STA = 12+77.31
p~ m:v-,. 219.311
'-20.o' 11:-'
a i -5 "1 ,:,i
o:I GJC-:.
!! o:I ~ ~ f:il 15 "' "' •
---------
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PROPOSED
GROUND ___ PROFILE _____ _
EX. GROUND
PROflLE
--------------
3.50)l:
-------...---. i--------------
•
13+00
-
----
-
/
/
F.F. 229
CARLSBAD TRACT 04-14
ZC 04-10 I HOP 04-07 / PUD 04-12
APPROVED
1111S IS TIIE APPROVU> !U,TATIVE MAP/SITE
PLAN PER CONDITION NO. Jo OF P
COMMISSION RESOLL TION NO. c,,o,f,t,';":ING
ARAGE
\~ "~ ~s!t I~ . nsDq,a. Pfannmt:-
24.00'
LOT 13
DRl"1:WAY
It
I
5.00'
SIDEWALK
5.50'
APRON
FG 230.22 FG 230.12
1L
fl. 229.52
..A
PCC DRl"1:WAY PER
SDRSD G14B L__-\----
RE"1SIONS
1sr RE"1EW
2ND RE"1EW
SECTION D-D
LOT 13 DRIVEWAY
SCALE: 1"=20'
TRAILS END DEVELOPMENT
SITE CROSS-SECTIONS
THE CITY Of CARLSBAD CALIFORNIA
DEPTH OF FLOW FOR 100
YEAR STOR~ = ±2.5"
~J"
TAIT
Consulting, Inc .
702 Civic Center Drive
Ocean.side, CA 92054
Phone:760-433-1166
DA1E BY
03.15.05
06.10.05
SHEET
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OF I I
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