HomeMy WebLinkAboutMS 03-09; CARLSBAD RESEARCH CENTER LOT 44 AND 45; Tentative Map ExhibitTENTATIVE PARCEL MAP
LOTS 44 AND 45 CARLSBAD RESEARCH CENTER
LOT F
RANCHO J.\GUJ.\
HF'DJONDA
J\;Jj.\p 823
PARCEL 5, PM -J?B30
APN 2-J2~-J 3 0~LJ-J --
I
--PARCEL 4, PM -J?B30
APN 2-J2~J30~40
' ' \
' ' \ OPF'N so ssr:: ' ' --------
I
0 ' '
\
' ' -----
_,,,,.---0
0
w _,
<X) lQ
"'j"""";:;t)
,, l I ------
<( u
<J) Or
0
Q Gl <(,,
-l < ~l T'
r--, t:'-1 ,,, z r o... 0 <(
-l
0
a:) 0
"'j""""{f)
T"' l
0
Q Gl <( "'j""""
-l < C'--1 T' m Gl ,,, :z:
}--LL, o<s
-l
I
I
PROPOSED
PARCEL LINE
II _IL LJ LOT LINE ELIMINATED~ I PER CERTIFICATE OF I I COMPLIANCE
I ,----, ~~--~~ ,..._DOC. NO. 1989-696935
EX. 20· WATER~ I~ ------~ / EASEMENT TO
I CARLSBAD I
MUNICIPAL '-
m~a,c, ~ I o' "'µ PCL. 1 /
I
I
I
EXISTING BUILDING
11 .--~--, / :: ,._______, ~ L/
LL --------i -7 L_=i
_1[ __ ....
EX. 15' WATER~ EASEMENT TO
CARLSBAD
MUNICIPAL ('-
DISTRICT
I;
r---y--, r---~ ---\
// EX. 20' WATER \ \
/ EASEMENT TO CARLSBAD \ \
MUNICIPAL DISTRICT \\
<t") ti-
PCL. 2
6.3± ACRES
EXISTING BUILDING
----c=-7PROPOSED 30' PRIVATE
ACCESS EASEMENT TO
BENEFIT PARCEL 1, 2, 3 AND 4 -j
Lo-r s
1\/JAP -J0330
UNJT NO, -J
CT NO, s-J~-Jo
t
PROPOSED--
PARCEL LINE PROPOSED 30' PRIVATE-=---\;~
r----PROPOSED 30' PRIVATE
ACCESS EASEMENT TO BENEFIT
PARCEL 1, 2, 3 AND 4
PCL. 3
2.6± ACRES
ACCESS EASEMENT TO
BENEFIT PARCEL 1, 3 AND 4
PCL. 4
2.2± ACRES
-----EX. 20' WATER~ _ ------
EASEMENT TO ----------W-
1 ... /A~'-:::=-PROPOSED 30' PRIVATE CARLSBAD , \_\-... MUNICIPAL DISTRICT ......---
L o T -4 2 I
1\/JAP/
I
I
I
PROJECT
SITE
L O T A -J -,
N'LY
R/W V rt. I
42'
1 D' 32'
I
I w z I ::J
I (D
"' :::, u
___ ,_ -=--1;:-r=------::::::::-
-
ACCESS EASEMENT TO
BENEFIT PARCEL 1. 2 AND 4
.... --
-I P O Fl,
S'LY
~ R/W
84'
42'
32' 10·
w I
z I _,
(D rr
I :::, u
& __ =====----~---'[!} ___ ________ _, \__EXIST. P.C.C.
L O T
... ...
~ --~ -~ \
I
I
B
\
J\;J j.\ p
UN J T
I
\
(" u T
-J O 3
N o.
L 0 -r
N o,
3 0
-J
~
!/1//rsTEVENS•CRESTO ENGINEERING, INC.
EXIST. 6" TYPE "G"J L--------
CURB & GUTTER
SIDEWALK
, 1 CIVIL ENGINEERS• lAND PlANNERS • SURVEYORS
9665 CHESAPEAKE DRIVE
SUITE 320
SAN DIEGO, CA 92123 -/ 352
PHONE: 858.694.5660
FAX: 858.694.5661
www.scengr.com
FARADAY A VENUE
TYPICAL STREET SECTION (EXISTING)
NO SCALE
-
B
7
-J ~ -J 0
PROJECT SITE
\
VICINITY MAP
NOT TO SCALE
SCHOOL DISTRICT
CARLSBAD UNIFIED SCHOOL DISTRICT
WATER DISTRICT
CARLSBAD MUNICIPAL WATER DISTRICT
SEWER DISTRICT
CARLSBAD CITY SEWER
SUMMARY TABLE
STREET ADDRESS: 2200, 2210 FARADAY AVENUE CARLSBAD, CA 92008
SITE AREA: 25.32 ACRES (APPROX.)
EXISTING ZONING: CM (HEAVY COMMERCIAL-LIMITED INDUSTRIAL)
EXISTING GENERAL PLAN LAND USE DESIGNATION: Pl (PLANNED INDUSTRIAL)
EXISTING BUILDING AND PARKING DATA : SEE PARCELS AT LEFT FOR DETAILED BREAKDOWNS
SITE GRADING DAT A
EXCAVATION: 0 CY
EMBANKMENT: 0 CY
PROJECT NOTES
1. PUBLIC IMPROVEMENTS (DRIVEWAY CUTS. UTILITY CONNECTIONS, ETC.) SHOWN HEREON WILL BE
CONSTRUCTED PER CITY STANDARDS AND APPROVED BY THE CITY ENGINEER PRIOR TO THE
ISSUANCE OF PERMITS.
2. ALL PROPOSED GRADING WILL BE IN CONFORMANCE WITH APPLICABLE REQUIREMENTS OF THE
CITY OF CARLSBAD MUNICIPAL CODE .
3. THE PRIVATE DRAINAGE SYSTEM PROPOSED FOR THIS DEVELOPMENT v.1LL BE APPROVED BY
THE CITY ENGINEER IN CONJUNCTION v.1TH THE GRADING PLAN REVIEW AND PERMITTING.
4. THE PROJECT v.1LL COMPLY 'MTH NPDES, SWRCB ORDER N0.99-08-DWQ.
5. THE FOLLO'MNG STRUCTURAL BMP'S (PERMANENT NPDES WATER QUALITY BASINS) ARE TO
BE IMPLEMENTED WHERE REQUIRED AND MAINTAINED AS SPECIFIED IN THE MANUFACTURES
RECOMMENDATIONS:
A. PARKING LOT CATCH BASINS 'MLL HAVE HYDRO-CARBON REMOVING FILTER MEDIA.
DURING FINAL ENGINEERING, ONE OF THE TWO OPTIONS LISTED BELOW v.1LL BE UTILIZED
FOR PARKING LOT FILTRATION:
1. SUNTREE TECHNOLOGIES, INC. "BIO CLEAN" MUL Ti-STAGE FILTRATION FOR CAPTURE
OF HYDROCARBONS AND DEBRIS.
2. KRI STAR ENTERPRISES, INC. "FLOGARD" FILTRATION FOR CAPTURE OF HYDROCARBONS
AND DEBRIS.
B. TOTAL SITE RUNOFF FROM PCL'S 3 AND 4 WILL BE TREATED INCLUDING ALL PARKING LOT
BASINS, BUILDING ROOF BASINS AND LANDSCAPE BASINS. TREATMENT WILL OCCUR AT
TERMINUS OF THE PRIVATE ON-SITE STORM DRAIN SYSTEMS PRIOR TO RELEASE INTO THE
PUBLIC INFRASTRUCTURE STORM DRAINS. THIS STEP WILL BE THE FINAL REMOVAL POINT
FOR HYDRO-CARBON GRIT AND DEBRIS.
6. ALL PROPOSED SEWER AND STORM DRAIN F AGILITIES SHOWN ON THIS EXHIBIT ARE PRIVATE.
7. NO ADDITIONAL TRAFFIC GENERATING USES ARE PROPOSED.
APPROVED
T,t,iE APPROVED TENTATIVE MAP/SITE PEA (f,?NDITIONINO, __ ..,:"', ____ _
I I ~ ~:z:4 rA-Cb,.1'JI '.,_a./,.~
EAlNG DEPT· DATf • PLAi/NING OE ~"arTf:
-
MS -03-09
LEGEND
DESCRIPTION
PROJECT BOUNDARY
RIGHT OF WAY _______________ _
EXISTING CONTOUR
EXISTING SLOPE (2: 1 MAX.) ___________ _
EXISTING SPO T ELEVATION ____________ _
EXISTING CURB & GUTTER
EXISTING CONCRETE SIDEWALK
EXISTING STORM DRAIN
EXISTING CURB INLET /CLEANOUT __________ _
EXISTING WATER MAIN _____________ _
EXISTING WATER SERVICE -------------
EXISTING FIRE HYDRANT
EXISTING SEWER MAIN
EXISTING SEWER LATERAL ____________ _
EXISTING STREET LIGHT
EXISTING ELECTRIC
EXISTING H.P. GAS
EXISTING TELEPHONE _____________ _
EXISTING ASPHALT PAVEMENT __________ _
PROPOSED ACCESS EASEMENT __________ _
LEGAL DESCRIPTION
SYMBOL
----290
-_·-,._ .... ·-.,. . -------------------------===so== El ~
----w----
--W---=
" ~ ----s-----
-S ----t
o----'0:
-----E-----
-----G ----
-----T-----
LOTS 44 AND 45 OF CARLSBAD TRACT NO. 85-24, UNIT NO. 3, IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 11810,
FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 19, 1987.
SET FORTH IN THE CERTIFICATE OF COMPLIANCE RECORDED DECEMBER 26, 1989
AS FILE NO. 1989-696935 OF OFFICIAL RECORDS.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS MAP IS A PORTION OF NORTHERLY LINE OF THE
RIGHT-OF-WAY OF FARADAY AVENUE AS SHOWN ON MAP NO. 11810,
I.E. N69"01'35"W
BENCH MARK
THE BENCHMARK FOR THIS SURVEY IS THE FINISH FLOOR ELEVATION AT THE SOUTH SIDE ENTRY
OF 2200 FARADAY AVENUE PER PROJECT GRADING PLANS DATE 07/07/1990
ELEVATION: 288.00
ZONING
TH IS PROPERTY IS ZONED CM: HEAVY COMMERCIAL-LIMITED INDUSTRIAL SETBACKS ARE PER
CARLSBAD RESEARCH CENTER SPECIFIC PLAN:
SETBACKS:
STREETSIDE -30'
INTERIOR -NONE, EXCEPT THAT IF ANY SETBACK IS PROVIDED, IT SHALL BE A MINIMUM OF 10'
BUILDING HEIGHT -35'
FLOOD ZONE
THE FLOOD ZONES FOR THIS SITE AS DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY
FLOOD INSURANCE RATE MAP COMMUNITY PANELS 768 & 769 OF 2375, MAP NOS. 06073C0768-F
& 06073C0769-F, DATED JUNE 19, 1997, IS ZONE X, AREAS DETERMINED TO BE OUTSIDE
500-YEAR FLOODPLAIN.
OWNER/SUBDIVIDER
EQBP-1, L.L.C.
A DELAWARE LIMITED LIABILITY COMPANY
BY: EQUUS PARTNERS I, LLC,
A DELAWARE LIMITED LIABILITY COMPANY
ITS MANAGER
BY: EQUUS PARTNERS, L.P.,
A CALIFORNIA LIMITED PARTNERSHIP
ITS MANAGER
800 SILVERADO STREET. SUITE 300
Ll),_JOLLA, CA 92037
PH_<jNE: 858-551-880
F_tXi /\858-5;1 ~\5445 y_ , ----------,__-1. I) ) t. c./
CHAO., M. CARPENTER DATE
GENERAL PARTNER
ENGINEER OF WORK
STEVENS CRESTO ENGINEERING, INC.
9620 CHESAPEAKE DRIVE, SUITE 107
SAN DIEGO, CA 92123
PHONE: (858) 694-5660
FAX: (858) 694-5661
MA,RK E. STEV~
RJC.E. 35502
No. 35502
~
'i' ru ru ' .,,
<> • ~ ~ ~ " ru
is /
~ w 2:
';
~ .,
~ _,
w u ~ .,
~ / <> .f
~ ~ d ~ / " lli M 0 / -" -'l
/
\; SHEET 1 OF 3 ~ ------------------------------------------------------------------------------------------------------------------------~x EXHIBIT "A"
0 -(,)
s: en
0 w
I
0
(0
::::i
~ -\
RESTRIPE ADDITIONAL_
PARKING SP,!-CE?-,_--~
2 90
MS -03-09
GENERAL NOTES
WATER SERVICE WILL BE PROVIDED TO PARCEL 3 AND 4 VI.~ A
i. NEW PUBLIC SYSTEM WHICH WILL BE INTEGRATED INTO THE FINAL
SITE DESIGN AND SUBJECT TO CITY ENGINEERS FINAL APPROVAL.
A SEPARATE STORM DRAIN SYSTEM WILL BE PROVIDED FOR PARCEL 4 2· AT TI ME OF BUI LDING CONSTRUCTION STUBBED FROM F ARAOA Y A VE.
OR PROVISIONS WILL BE MADE TO CREATE AN EASEMENT OVER
PARCEL 3 AND PARCEL 1 TO ALLOW FOR A PRIVATE STORM DRAIN
CONNECTION INTO THE EXISTING STORM DRAIN SEE @AT LEFT
SCALE:
0 "1
II '
~ <( u
(/)
6r -~
L o -r
-1 1VI J.\ P
LJ N I -r
~ -r N o. u
3
~
'' STEVENS•CRESTOENGINEERING, INC.
CIVIL ENGINEERS• LAND PLANNERS • SURVEYORS
966S CHESAPEAKE DRIVE
SUITE 320
SAN DIEGO, CA 92123 -1352
EXHIBIT
PHONE:
FAX:
858.694.5660
858.694.5661
www_scengr.com
SHEET 2 OF 3
"B"
~
~ ~
"' " "' "
• 0 ' ru ru ' "' s: "' • " CJ) ru 0 I\) :,
~ "' 0 0 ru 0 "' -/ (.,,) ~ (,) w > I .,
0 :,
~ CD " %
~ w u ~ " ~ / "' JC ~ ~ d % / "' ru 0 "' 0
/ "' 0 -,
/
~ :,
0
/
X
LOT ~l ~~...J..--------
·--1
I
I
I
I
I
I
I
I -,
I
I
I
I
I
\-I
\-I
' I ' ' ,_
' '
" " " "
' " '' '' ''
I
I
I
I
I
I
I
I
I
I
I
I
-\
: ~ --::::1'
" '' '' '' ' ' '
' ' 1-"'
\
\
0
(0 \
0
\ >: \
I
I
I
I
I
I
I
I
I
I
I
I -,
I
I -,
I
I
I
I
I
I
I
I
, / ----
'' I --/,, I
.. I
I
I
----l • ,.
<( I
I
I
I
I
I
I
I 17 •
--' -0 \
CD
::::J
tD
--..--------r
/ /
I
J
/
. --
u
0
1 I
a l
)-\ ? --
=
1\JJ
L
A
?
J\JL
?
C
l --
D
p
4?
3
6
3
3
0
0 --
-4
-4
I
I
I
I
I
I
I
I
I
N89"18"59"W 568.34 ----
\
----
' '
PCL.
. ' ' ' ' '
1
14.3± ACRES
EXISTING BUILDING
FF 288.0
----------l I
TENTATIVE PARCEL MAP
LOTS 44 AND 45 CARLSBAD RESEARCH CENTER
p re: N
-··
0
TURNING EXHIBIT CAL TRANS FIGURE
CALIFORNIA SEMITRAILER WHEEL
4070
TRACKS
A p
--
p
J\JL
2
r'.
t::'
--
"' "'
C L,
·\
·J 7
2
p
B
A
--4
B
·J
Fl
-'Cl 0
3
3
0
0
C
3
re: L
1
N88"33'1 5'"E --
0
B
j
430.41' --
0 B E \
RESTRIPE ADDITIONAL
PARKING SP_!,C~s, __ -\ --
-==t=nrr'1FTniil
\
\
\
\
\
\
\
_,:_.,:::-;:..=.
-------------------(, ff I
I I I
'I
lJJ l
--:___ ~
I I \ L-----~
I
I
cl,
I \ I
l
\
,·' II \
45·
PCL. 2
6.3± ACRES
EXISTING BUILDING
FF 294.0
iL·-~·..:.:· -~50µ·±"--11~~--'f60::.· ±=----":l
i... ~-+-:::::==-:7pROPOSED 30" PRIVATE
ACCESS EASEMENT TO
BENEFIT PARCEL 1, 2. 3 '' ' ' ' -:----------,} ---
-F,------,,-
'
. ' " ' .. ,
"
\
AND 4
----
PCL. 3
2.6± ACRES
\
\
\
I
l
\
1-----:,
' ' ' ' '
' ' ' ' • '
PROPOSED 30" PRIVATE
ACCESS EASEMENT TO
BENEFIT PARCEL 1 • 3
AND 4
PCL. 4
2.2± ACRES
MS -
NOTES
CAL TRANS FIGURE 407D " SEMITRAILER TRUCK
TRACKS" UTILIZES AN 18 M RADIUS, lll~RffQR[
"I\.IRNtNG·-Wl"Tl, CAlc TRANS· FIGURE-407[-"-lil,I!;.
-\\HEEb-TR-AGKS-'--1:Hlc\ZING A 12.8 M RAl)f\JS-tS-
-1NC0RP0R"Alre;-
0
"' II '
w __,
<( u
V)
!ir -~
SCALE: 1""
C
J\Jl
u
·r
)-\
N
L
p
j
N
D
03-09
50'
0 3
N D,
B ·J
-'Cl 0
EXHIBIT "C"
0
c.,J
0 -c.,J
~
(/)
0
(,.)
I
0
CD