HomeMy WebLinkAboutMS 98-11; CARLSBAD CORPORATE CENTER; Tentative Map ExhibitOWNER
NAME:
CONTACT:
ADDRESS:
PHONE:
ARCHITECT
NAME:
CONTACT:
ADDRESS:
PHONE:
MSGW-CALIFORNIA II, LLC
JOHN OOBROTT
2030 MAIN STREET, SUITE 310
IRVINE, CA 92614
( 949) 260-1900
KMA ARCHITECTURE & ENGINEERING
DON BLAIR
1515 MORENA BLVD.
SAN DIEGO, CA 92110
(619) 276-7710
PLANNING CONSULTANT
NAME:
CONTACT:
ADDRESS:
PHONE:
HOFFMAN PLANNING ASSOC IATES
BILL HOFFMAN
5900 PASTUER COURT, SUITE 150
CARLSBAD, CA 92008
(760) 438-1465
APPLICANT
NAME:
CONTACT:
ADDRESS:
PHONE:
ENGINEER
NAME:
CONTACT:
ADDRESS:
PHONE:
GALE & WENTWORTH
JOHN DOBROTT
2030 MAIN STREET, SUITE 310
IRVINE, CA 92614
(949) 260-1900
DAv1D EVANS & ASSOCIATES, INC.
LARRY WALTON
7676 HAZARD CENTER DRIVE, SUITE 880
SAN DIEGO, CA 92108
(6 19) 260-3420
TENTAJ!.VE PARCEL MAP
MINOR SUBDIVISION NO. 98-11
;
CARLSBAD CORPORA TE CENTER
CITY OF / 'O CEANSIDE
HI GHWAY
CARLSBAD, CALIFORNIA
NOT TO
SCALE
VISTA
FOSSIL FILTER CATCH BASIN
FILTIRATION SYSTEM MANUFACTURED
BY KriStor ENTERPRISES OR EQUAL
AS APPROVED BY CITY ENGINEER
EX. SIDEWALJ<
10'
1 2' RIGHT TU RN
POCKET WIDENING
84'
42' Ct. 42'
10' 32' 32'
I 6' 6' f 12' MEDIAN/LEFT
TURN POCKET WHERE
-
I 10'
~,,--
a:i ::, V, .~ ".:i z
z 0 "" ~ V, 0 ~ X 0 "" "' ~
~ 0 a,
a:i ::, V,
12' RIGHT-OF-WAY
DEDICATION WHERE
OCCURS, SEE PLANS
OCCURS, SEE PLANS EX. SIDEWALK ---.__
'\ ~-~i ~----
TYPICAL SECTION -EXIST. FARADAY AVE .
63'
53'
(LOOKING EAST)
126'
9' 9'
rT---T7
I 1---~------1 I
I I '
N.T.S.
63'
53'
12' RIGHT-OF-WAY
DEDICATION WHERE ; ~
OCCURS, SEE PLANS • \
10'
12' RIGHT TURN -..J..-.___
POCKET WIDENING
CITY OF
ROADU----7 FOSSIL FILT
OVERFLOW AR~,._,""
~-OUTLET PIPE
---~-77 --------j : ~---·---
EX. SIDEWALK J tl~~E=========================lJ c1:-----
LEGAL DESCRIPTION I
CITY OF PARCEL 2 OF PARCEL MAP NO. 1395B, IN THE CITY OF CARLSBAD, COUNTY
OF SAN DIEGO,STATE OF CALIFORNIA. SAM MARCOS TYPE G-1 CATCH BASIN
DETAIL 'A'
EARTHWORK
CUT 58,000 C.Y.
FILL 58 000 C.Y.
U TILi TIES /SER VICES:
LEGEND
w
SD
ss
®--
§
.Jis on a;_
J1a.oo re.
0
FF
PE
--SD----
SPECIAL NOTES
APPLICATION
SITE DEVELOPMENT PLAN AMENDMENT SOP 97-08(A)
TENTATIVE PARCEL MAP NO. 98-11
WATER -CARLSBAD MUNICIPAL WATER DISTRICT
SE~R -CARLSBAD MUNICIPAL WATER DISTRICT
FIRE -CITY OF CARLSBAD
SCHOOLS -CARLSBAD UN/FED SCHOOL DISTRICT
GAS / ELECTRICITY -SAN DIEGO GAS & ELECTRIC
CA TV-DANIELS CABLEVISION
PROPOSED WATER LINE
PROPOSED STORM DRAIN
PROPOSED SEWER
PROPOSED SEWER LATERAL
PROPOSED FIRE HYDRANT
PROPOSED FINISHED GRADE
PROPOSED TOP OF CURB
PROP STREET LIGHT
FINISHED FLOOR
PAD ELEVATI ON
EXISTING STORM DRAIN
EXISTING STREET LIGHT
NOTES
TOTAL SITE ACREAGE: 25.82 ACRES
TOTAL NUMBER OF LOTS: 4
PARCEL A = 5.54 ACRES NET
PARCEL B = 3.87 ACRES NET
PARCEL C = 8. 19 ACRES NET
PARCEL D = 7.95 ACRES NET
PACIFIC
OC EAN
ASSESSOR'S PARCEL NUMBER(s}: 2 09-050-29
ALGA
~-~ . . . . . . . . . . .
?---l..-np,.. cos r AVE
OJ ~ a
\ \ \ \ \ ' ' \ \ \ \
CITY OF ENCINITAS
VICINITY MAP
NOT TO SCALE
EXISTING ZONING: M-0; PLANNED INDUSTRIAL WITH Q OVERLAY
PROPOSED ZONING: P-M; PLANNED INDUSTRIAL
NPDES NOTE
1. ALL WATER MAINS SERVING FIRE HYDRANTS AND DETECTOR CHECK ASSEMBLIES WILL BE IN CITY OF CARLSBAD EASEMENTS. THIS PROJECT SHALL COMPLY WITH THE STATE WATER RESOURCES CON TROL BOARD NATIONAL POLLUTION
DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT REQUIREMENTS, THE OBJECTIVE OF WHICH IS TO
ELIMINATE OR REDUCE THE DISCHARGE OF POLLUTANTS INTO STORM WATER FLOWS. 2. WATER METER SERVICES AND FIRE SPRINKLER SERVICES WILL FEED OF OFF THE MAIN LINE SURROUNDING THE BUILDINGS.
3. THE STORM DRAINS INTERCEPTING RUNOFF FROM THE EXISTING CULVERTS UNDER EL CAMINO REAL AND FARADAY AVENUE
SHALL BE PUBLIC MAINS IN A 20 FOOT WIDE EASEMENT DEDICATED TO THE CITY OF CARLSBAD. SIDE/TRIBUTARY SYSTEMS
AND ON-SITE INLETS SHALL BE PRIVATE.
4. ALL LOTS WILL HAVE RECIPROCAL ACCESS, CIRCULATION, PARKING, AND DRAINAGE DEED RESTRICTIONS.
APPROPRIATE POLLUTION PREVENTION CONTROL PRACTICES SHALL BE DEVELOPED AND IMPLEMENTED
THROUGH PREPARATION OF THE REQUIRED STORM WATER POLLUTION PREVENTION PLAN (SWPPP). POLLUTION
DISCHARGE CONTROLS MAY INCLUDE BUT NOT BE LIMITED TO INSTALLATION OF CATCH BASIN PERIMETER
FILTER SYSTEMS, UNDERGRO UND STORM WATER INTERCEPTOR TANKS, CONSTRUCTION OF GRASS LINED
DRAINAGE SWALES, AND UTILIZATION OF THE EXISTING DOWNSTREAM EARTHEN/VEGETATION LINED DRAINAGE
CHANNEL AS A DESILTING BASIN.
PRIVATE OIL & GREASE INTERCEPTOR
N.T.S.
NOTE:
FOSSIL FILTERS TO BE REPLACED ANNUALLY
PRIOR TO FIRST FALL RAIN .
. ..., i ~g 3~11------~'------~ ,..., ,~ ~-.......
0:: O'l 10' 26' 3: N ~,__-'--'--___,_~---=----~ og ~9 ~~ :z v, 24' 24' w ·--
i="' I l a..ocn ~W 3Z~
--::,,,~ 5• I 20· 20· ,~2i in
CONC. SIDEWALK
2:1 MAX. CUT 2X 2-t"
OR FILL SLOPE --
6" lYPE 'G' CURB &
GUTTER PER SDP 97-08(A)
A.C. PVMi. OVER A.B.
MAT'L. PER SDP 97-DB(A)
ORION ST. ROAD SECTION
STA 10+00 TO 14+24.45
25+42.24 TO 30+30.00
' ' ' ' ' ' '
. "' ~g ,...,
' L
48' c-....... f--------""------~3~ ~ og
PROPOSED A.C. DIKE PER DWG. NO.
370-2, PROJ. NO. 3602/3603
(TYP. BOTH SIDES)
24' °!' 24' "' "' f-----~~------=----i ::t . ----
20' 20' 3 2 ~ I ........_ . Vl
1"'6 o °'" wa... b
V) • a, ri'. ,' .
Oo~
2X ~ ::J: [;;~
==~~~=====' \--PROPOSED A.C. DIKE PER DWG. NO.
*NOTE:
ORION STREET ROAD SECTION FROM
STA 14+24.45 TO 25+42.24 VARIES
DUE TO SUPER ELEVATION.
FOR CllY OF CARLSBAD PROJECT NO. 3602
AND 3603, SEE DWG. NO. 370-2.
\
370-2, PROJ. NO. 3602/3603
(TYP. BOTH SIDES)
\L_
ENGINEER OF WORK APPROVED
TYPICAL SECTION -EXIST. EL CAMINO REAL
10'
5.5'
CONC. SIDEWALK --...
6" CONC. CURB
(LOOKING NORTH)
53'
38'
19'
6" TYPE 'G' CURB
& GUTTER
19'
N.T.S.
5'
2:1 MAX.
FlLL SLOPE
TYPICAL SECTION -ORION STREET ACCESS DRIVE (PRIVATE)
SECTION A-A
7.5'
PROP SIDEWALK
G-1 CURB
PROP BLDG B
5.0'
N.T.S.
17.5' 40' AISLE
PARKING
6" CONC. GUTTER
I 2,; ~I
20'
PARKING
::---.....
ON-SITE DRIVEWAY
SECTION B-B
40' AISLE
PROP BLDG C
20'
PARKING
-1 CURB
lPROP SIDEWALJ<
L A.C. PVM'T. OVER
CL II A.B. MAT'L
PROP BLDG C
20'
PARKING
6" CONC. GUTTER G-1 CURB
PROP SIDEWALK
I 5,; IIAX 5'/, ~-=-PROP SIDEWALK
G-1 CURB
ON-SITE DRIVEWAY
SECTION C-C
TENTATIVE PARCEL MAP
MINOR SUBDIVISION NO. 98-11
L A.C. PVM'T, OVER
CL II A.B. MAT'L
Project: KMAAOOO 1
Date: 5/11 /99
&~~ CARLSBAD CORPORA TE CENTER Sheet no. 1 / 4
DAVID EVANS
AND ASSOCIATES,
7676 HAZARD CENTER DRIVE, SU ITE 880
SAN DIEGO, CA. 92108 (619) 260-3420
KMAAOOO! fxr 07108/99 12'57,15 f xr P,\KMAAOOO! \ACAD\ TPM \ TpMOlopb.clwg
MANUEL E. NIETO R.C.E. 30724
EXPIRES ON 6/30/00
NO. DATE REVISION DESCRIPTION
CARLSBAD, CALIFORNIA
5/11/99
1
• •
0 I
DAVID EVANS
AND ASSOCIATES,
7676 HAZARD CENTER DR IVE, SUITE 880
SAN DIEGO, CA. 92108 (619) 260-3420
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ENGINEER OF WORK
MANUEL E. NIETO
EXPIRES ON 6/30/00
R. C.E. 30724
KMM0001 fxr 07 /08/99 12:53:34 fxr P:\KMM0001 \ACAD\ TPM\ Tpm02opb.dwg
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LSBAD
95B
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PARCEL
BU/LlJINC D
FEDEX BUILD/NC ,
320.08 P.£
321.00 F.F.
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--:-:=-=~-----~SEE SHEET 4
AP PR
DEPr•llATE
/
PROPOSED RIGHA-OF-WAY Pe? DWG.
NO./ 370-2, PRaf NO. 3602/3603 . ' LOT • B.
~--PROPOSED A.C. iDIKE PER DWG.;
NQ. 370-2, PRpJ. NO. 3602/.f603
/ I RAIVCHO AGUA HEDI ONDA
NO. DATE REVISION DESCRIPTION
MAP 823
A.P.N. 209-050-25
_/ IYPF-~.
CURB INLET -·
( .... ----. .
• -U<U' SLOPE-2: I
OR f!fR SOIL 'ENliiNEER
.. -
TENTA nVE PARCEL MAP
MINOR SUBDIVISION NO. 98-11
CARLSBAD CORPORA TE CENTER
CARLSBAD, CALIFORNIA
330' SIGHT DIST.
L/1-/E (7YP.)
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Project: KMMOOO 1
Date: 5/11 /99
Sheet no. 2/ 4
2
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DAVID EVANS
AND ASSOCIATES,
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7676 HAZARD CENTER DRIVE, SUITE 880
SAN DIEGO, CA. 92108 {619) 260-3420
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ENGINEER OF WORK
MANUEL E. NIETO
EXPIRES ON 6/30/00
R.C.E. 30724
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DDCUMENT No. 87-234258
PARCEL
BUILDING
Gl,l!B.60 FF
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PRIVATE STORM DRAIN
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MINOR SUBDIVISION NO. 98-11
CARLSBAD CORPORA TE CENTER
CARLSBAD, CALIFORNIA
Project: KMAA0001
Date: 5/11 /99
Sheet no. 3/ 4
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AND ASSOCIATES,
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7676 HAZARD CENTER DRIVE, SUITE 880
SAN DIEGO, CA. 92108 (619) 260-3420
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3110/F.F.
312.,08 P.E.
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ENGINEER OF WORK
~~d~ £/r,,./4~
MANUEL E. NIETO R.C.E. 30724 DATE
EXPIRES ON 6/30/00
APPROVED
THE AP PROVED TENTATIVE MAP/SITE
NDITION N0•-"',-------
11;!,1 t/, V ' /n /4
ENGINEERING DEPT . mlfa DEM'.-klr~
NO.
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CURB INLET
DATE
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REVISION DESCRIPTION
TENTATIVE PARCEL MAP
MINOR SUBDIVISION NO. 98-11
CARLSBAD CORPORATE CENTER
CARLSBAD, CALIFORNIA
"
Project: KMM0001
I Date: 5/11 /99
Sheet no. 4/4
4
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