HomeMy WebLinkAboutPIP 06-09; CARSLBAD RACEWAY (LOTS 13-15); Site Plan•
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PALOMAR
AIRPORT
ROAD
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LIONSHEAD
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Over-all Site PI an
1" = 80'-0"
0 80' 160' 240'
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500' -o• (per Crry of Carlsbad Policy no. 80--6)
SITE SECTION
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1" = 30'-0"
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KEYNOTES:
FUTURE HVAC =h
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Existing driveway
CMU retaining wall.
AC paving.
Concrete paving.
LIONSHEAD
AVENUE
NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
There are no existing buildings on the site. Buildings wihtin 100'
of the site are shown & are only on the north side of the site
in the city of Vista.
There is no major vegetation on the site or within 150'
on the site.
See sheet 3 and 4 for additional information.
These are empty shell buildings and there are no buildings uses
that will result in the presence of Acutely Hazardous Materials,
Compressed Flammable Gases in excess of 1,500 pounds,
Flammable Liquids in excess of 10,000 gallons, Hazardous
Materials in excess of 500 pounds or 55 gallons, or compressed
gas in excess of 200 cubic feet.
Future roof mounted HVAC equipment shall not project above the
parapet and shall be painted to match roof color.
All building heights are in compliance with Carlsbad Ordinance
21.04.065. See building elevations sheets 7, 10, 13, 16, 19, 22
and 25.
Provide shielding of lights along the north and west sides of the
property.
Concrete patio tables for employee eating areas to be provided
w/removeable shade umbrellas provided by landlord.
~::--..
\' Tire turning movements are based on CalTrans 407-E minimum.
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UILDING
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[I]
Close existing driveway
Relocate Easement per Civil.
20' Storm drain Easement.
20' Sewer Easement.
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SITE PLAN LEGEND:
A
C
(E)
------
c::::::J-,,-0
~
a
021
CO<! FH
Standard
Compact
Accessible
Fire Department Access Road
Min. 24' Wide
Accessible Parking Space
Compact Parking Space
Existing
Indicates Accessible Path of Travel
Min. 4'Wide
Trash enclosure 6' high painted to
match buildings.
Light Standard (30'-0" high)
Light Bollard
Check Valve
Fire Hydrant (New)
20· -o·
1s'-o"
15'-0"
1s'-o· I, 1
lJ
2' -o· Overhang
I,
7
No Overhang
Pennitted
Planned Industrial Permit
Lot Consolidation
PIP 06-09
ADJ 06-07
LOTS 13-15
Carlsbad Raceway
Lionshead Ave. Carlsbad California
Developer:
Architect:
HG Fenton Company
Sillman Wright Architects
Sheet Title: Partial Site Plan
Sheet
Date:
2
10-02-06
of 3S'"
Revisions:
Resubmittal #1
TS 1 'S t\OOrDll!All DQ, \IJIIT 400
SA'l DlcCiO, CA Q 2 1 08
lfl l) 1Q)QL:751 S rAx. o I 0)047 SC 7
PIP 06-09
ADJ 06-07
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Drawn By: Checked By:
No. Date
Issue Description
* * No. C 9091
Date:
Project No.:
Sheet Titles:
Sheet No.:
05-18-06
05043
Over-all
Site Plan
2
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Partial Site PI an
111 = 40'-0"
0 40' 80' 120'
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·-, Tire turning movements are based
', "'-. on CalTrans 407-E minimum. "' \'· ·, ' ~ \ \ ',
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APPROVED
THIS IS THE APPROVED TE~l't'E MAP/SITE
PLAN PER CONDITION NO.~-::-OFPLANNINQ
COMMISSION RESOLUTION NO. P,POt,-C'i
(J:!:.t!:t:J/f/~¼f: \~El.~~~
KEYNOTES:
IT] Existing driveway
m CMU retaining wall.
[II ACpaving.
[I) Concrete paving.
[I} Close existing driveway
[I] Relocate Easement per Civil.
[I] 20' Storm drain Easement.
0 20' Sewer Easement.
SITE PLAN LEGEND:
A
C
(E)
Fire Department Access Road
Min. 24' Wide
Accessible Parking Space
Compact Parking Space
Existing
------Indicates Accessible Path of Travel
Min. 4' Wide
~
o-CJ
a
lXl<l FH
Standard
Compact
Trash enclosure 6' high painted to
match buildings.
Light Standard (30'-0" high)
Light Bollard
Check Valve
Fire Hydrant (New)
18' -o• ,t 2'-o• Overhang -.r------,!'1',f-t
---------,Ii ,
15'-0N f 1'
1s·-o· I, 1
No Overhang
Pennitted
Accessible ~ D
Planned Industrial Permit PIP 06-09
Lot Consolidation ADJ 06-07
LOTS 13-15
Carlsbad Raceway
Lionshead Ave.
Developer:
Architect:
Sheet Title: Partial Site Plan
Sheet 3 of 31'"
Carlsbad California
HG Fenton Company
Sillman Wright Architects
Date: Revisions:
10-02-06 Resubmittal #1
SIL U'--'ln
WRIGMT
ARCMITt:CTS
/ 5 1 5 rn~Ofl'.JU!An DI, SUITT' 400
SAn Dlt'.GO. CA Q7 1 08
ll1CIQ20475'S iN-.o CJ.2047502
PIP 06-09
ADJ 06-07
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Drawn By: Checked By:
No. Date
Issue Description
* * No. C 9091
Date:
Project No.:
Sheet Titles:
Sheet No.:
05-18-06
05043
Partial
Site Plan
3
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Site
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80'
P \an
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. "Tire turning movements are based on Calirans 407-E minimum. -\.
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GJ Existing ctr111ewav W CMU retaininQ wa"-GJ ACpaViflg. 0 concrete pllllin9-® Ciose existinQ drl11eway § Relocate Easement per CNi\. ffi 20' storm drain Easement. ill 20' sawer Easement
S\TE PLAN LEGEND:
A
C
Fire oepartment Ar;:J:,8S<o Road
Min. 24' Wide
Aceessible Par\<ing space
compact parl<inQ space
_____ ... Indicates Accessible Path of,ravel
Min. 4'Wide
0
1W
t,O::l FH
standard
Trash enclosure 6' high painted-
Light standard (30' -0" high)
Light Sollard
Chee\< Valve
Fire Hydrant (NeW)
20· --0"
7 '.l i j 1fi~GOU1N\ \)\!, S\;~t 40) s.t::1 D\(00 CA O 2 1 oB itlt:10204.!'.:\l u~1b\0204.!)0i.
Orawn By:
Checked 8y:
No. Oate Issue Description
/>,.r;:f:,8SSible
Planned Industrial Permit
Lot consolidation
LOTS 13-15
car\sbad
!-lo overhang
Permitted
-------
Stomp:
• Mo. C 9091
R.acewaY
Carlsbad caUfornia oate: 05-18--06
APPROVED Lionshead A"e.
Oe"e\oper:
Architect
!-IG Fenton company
smman Wright Architects
Proieci No.: 05049
Part\a\
Site P\an Sheet Title: Partial Site Plan
sneet 4 of j~
Revisions:
oate:
Sheet No.: 4
I
• ACCESS , r, PARKING •
1
AISLE ----/flStE------
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VARIES 72' UONSHEAD AVENUE
/0' 26'
GRASS UNED SWALE BMP
SECllON A-A
NO SCALE
~-----·~---iiiliuJING B
448.00 F.F.
447.25 P.E.
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26'
~~¼~~~~2'.'.::=4~~~:-<-.
10'
5.5'
24' MIN.
ACCESS AISLE ~ PARKING AISLE :;j 3' 12.0'±
PAVEMENT SECTlON PAVEMENT
SECTlON
EXIST. __,,,.,., "· •,,
GROUND '
PRECAST CONCRETE
MODULAR RETAINING
WALL (TYP.)
SECllON 8-8
NO SCALE
MATCH LINE -SEE SHEET C-2
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_.,.• t.· '.', 1.tl'
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V~i:: -·
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BIJH.0/NG £
'1-18. 00 F.F.
447.25 P.£
PROPOSED PARCEl. A PER . '?TiFJCA TE OF COMPLIA
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•-54
::-, ;f,f$:;f-._
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• BlJI/.IJJNG F
#8.00 F."-
447.25 P.£•
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----
40'
---
2,
fill_/
PARKING AISLE
PAVEMENT
----~/ST./
GROUND ~
EX. 10" PVC 5£,.M,~R,JcVlr!,S~T,"A't---'---~
EX. 72' RCP STORM DRAIN (CARLSBAD)
SECTlON C-C
NO SCALE
9~--
0 'c''
OF VISTA
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2):· 1'/ l . . '
BO' 120·
LEGEND
DESCRIPTION
TRASH ENCLOSURE
6" CONCRETE CURB
6" TYPE 'G' CURB AND GUTTER
CONCRETE GUTTER
ASPHALT PAVEMENT
CONCRETE PAVEMENT
PRECAST CONCRETE CATCH BASIN l'IITH RLTER INSERT
PRECAST CONCRETE CATCH BASIN
MASONRY RETAINING WALL
MODULAR RETAINING WALL
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED 0.5' CONTOUR
CUT SLOPE
Rll SLOPE
GRASS BIOSWALE
GENERAL NOTES
SEE SHEET C-.J FOR Ulll/TY INFORMA llON.
SYMBOL
~
~
----450
THE ON.SITE PAVEMENT DESIGN Will PROVIDE A STRUCTURAL SECTlON FOR TRUCK ACCESS
AISLES WITH A TRAmc INDEX OF 5.0 IN ACCORDANCE WITH CITY STANDARD. THE
STRUCTURAL PAVEMENT DESIGN OF THE AISLE WAYS SHALL BE SUBMITTED TOGETHER WITH
REQUIRED R-VALUE SOil TEST INFORMATION AND APPROVED BY THE CITY ENGINEER AS
PART OF THE GRADING PLAN REVIEW.
0 RETAINING WALL ALONG POR110NS OF EAS°/ERL Y. WESTERLY AND NORTHERLY PARKING AREAS:
0 SAl+llt'UT AND REMO!£ EX/SllNG t.Wll£WAY AND INSTALL CURB, GUTTER AND SIDEWALK.
0 GRASS UNED SWALE BMP.
EX/SllNG CONDITlONS
THE PRDPOSEIJ GRADING FOR CARLSBAD RACEWAY CT 98-10 IS PRESENlEl) AS D(!SllNG
TOPOGRAPHY FOR THIS PROJECT. SURROUNDING TOPOGRAPHIC INFORMA TlON IS ALSO THA T
USED BY THE RACEWAY PROJECT. UONSHEAO A VENUE AND THOSE UTJL/llES PROPOSED AS
PART OF THE RACEWAY PROJECT ARE INO/CAlEl) AS EX!SllNG.
LOT LINE CONSOLIDAllON
A LOT UN£ CONSOL/DA TlON (ADJ 06-07} IS BEING PROCESSED CONC/JRRENTl Y.
REFERENCE DRAWINGS
CARLSBAD TRACT 98-10 409-1 CARLSBAD RACEWAY IMPROVEMENTS
SHEE!S 10, 19, 24, 25, 28; 409-JA CARLSBAD RACEWAY GRADING
SHEE!S 10. 11; CARLSBAD RACEWAY MAP NO. 15013.
1lJ. L=20'
-----...,=g,.-SOLID WALL
2.5' (FOR DOOR OPENING}
5' IF SOLID WALL,
3' IF MOUNTABLE
BARRIER {IE CURB)
BARRIER
7515 METROPOLITAN DR., SUITE 400
SAN DIEGO, CA 92108
TEL 619.294.7515 FAX 619.294.7592
PIP
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06-07
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«1 -a 1J ~mm Q) _Q _Q
5'x24' BACKUP CLEARANCE ,n ,n
"BUMP our CMC 21.44.130{3) 0 VI VI --
«1 ~ ~
CI: 00
R=5' (lrP.}
PARKING DETAILS
NOT TO SCALE
EARTHWORK QUANllllES
CUT
FILL
"~-~--50,000 CY
50,000 CY
'.i -\ >'i "!j
' ~ "7"H~S ,:S THE APPRO'r-;::-) -;,!;~;x;-·,I.:: ;~!AF,;,,-;-;:
1 PLAt-; PEP CC-t'i Ol"'.'"lC>: r ;C} ____ g ____ C:? f:>Lt:,:-) '°'1;, , C
t COMM!SSJO~-.i REs;:;i ~YT,c:;·.,.; :-..c-.flfll:1::e,_ ____ -
1 ~,~?'/~~] S-,~~,~,~~
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Planned Industrial Permit
Lot Consolidation
Lots 13-15
Carlsbad
PIP
ADJ
06-09
06-07
Raceway
Lionshead Ave. Carlsbad California
Developer:
Architect:
Sheet Title:
Sheet of ------
Date: Revisions:
HG Fenton Company
Sillman Wright Architects
Drawn By: Checked By:
No. Date
Issue Description
Stamp:
Date:
7-30-07
Project Na.:
Sheet Titles:
GRADING PLAN 1
Sheet No.:
C-1
-J
C(
12.0'±
~ -PARK/NC A/Si.£ ....,
~ PAVEMENT
ti SECTTON
PR£CAST CONCRETE
MODULAR RETAINING
WALL {TYP.}
SECTION D-D
NO SCALE
MATCH LINE
PERMISSION R£0/JIR£D FOR
OFFS/TE GRADING
10'
PAVEMENT
SECTTON ~ ti _.,,.,./
~ASS UN£D~--,-:-:,.-
SWAL£ (BMP}
SECTION E-E
NO SCALE
......___EXIST.
GROUND
I
I
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SEE SHEET C-1
SCALE: 1" = 40'
~ i o· 40• 80' 120'
LEGEND
DESCRIPTION
TRASH ENCLOSURE
6" CONCRETE CURB
6" TYPE 'G' CURB AND GUTTER
CONCRETE GU TlER
ASPHALT PAVEMENT
CONCRETE PAVEMENT
PRECAST CONCRETE CATCH BASIN 1+1TH RL lER INSERT
PRECAST CONCRETE CATCH BASIN
MASONRY RETAINING WALL
MODULAR RETAINING WALL
EXISTTNG CONTOUR
PROPOSED CONTOUR
PROPOSED 0.5' CONTOUR
CUT SLOPE
RLL SLOPE
GRASS BIOSWALE
GENERAL NOTES
SYMBOL
-450--
-®--
7515 ME1ROPOUTAN DR., SUllE 400
SAN DIEGO, CA 92108
TEL 619.294.7515 FAX 619.294.7592
PIP
ADJ
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C:
06-09
06-07
SE£ SHEET C-.J FOR UllUTY INFORAIA llON. /'I\
THE ONSITE PAVEMENT DESIGN 1+1LL PROltlDE A STRUCllJRAL SECTTON FOR TRUCK ACCESS \,LI
AISLES 1+1TH A TRAFRC INDEX OF 5.0 IN ACCORDANCE WITH CITY STANDARD. TH£
STRUCllJRAL PAVEMENT DESIGN OF Tl-IE AISLE WA Y.S' SHALL BE SUBMITTED TOGEll-lER Will-I 0
REOIJIREO R-VALUE SOIL TEST INFORMATJON AND APPROVED BY Tl-IE CITY ENGINEER AS
PART OF THE GRAD/NC PLAN REltlEW.
0 RETAIN/NC WALL ALONG PORllONS OF EASTERl Y, WESTERl Y ANO NORTIIERL Y PARKING ARl::45.
0 GRASS LINED SWALE BAIP.
EXISTING CONDITIONS
lHE PROPOSED GRADING FOR CARLSBAD RAIFWAY CT 98-10 IS PRESENTEO AS EX!SllNG
TOPOGRAPHY FOR lHIS PROJECT. SIJRROIJNOINC TOPOGRAPHIC INFORMAllON IS ALSO lHAT
USEO BY THE RAIFWA Y PROJECT. l/ONSHEAO A VENUE ANO lHOSE Ulllll!ES PROPOSED AS
PART OF THE RAIFWAY PROJECT ARE /NO/CA TEO AS EX/SllNC.
LOT LINE CONSOLIDATION
A LOT LINE CONSO/.IOAllON (ADJ 06-07) IS BEING PROCESSEO CONCURRENTLY.
REFERENCE DRAWINGS
CARLSBAD TRACT 98-10 409-1 CARLSBAD RACEWAY IMPROVEMENTS
SHEETS 10, 19, 24, 25, 28; 409-IA CARLSBAD RACcWA Y GRADING
SHEETS 10, 11; CARLSBAD RACEWAY MAP NQ 15013.
Planned Industrial Permit
Lot Consolidation
PIP
ADJ
06-09
06-07
Lots 13-15
Carlsbad Raceway
( ~ CHERRY ENGINEERING
12721 Poway Road, Poway, CA 92064
Ph (858) 679-3410 Fox (858) 679-3416
Lionshead Ave.
Developer:
Architect:
Sheet Title:
Sheet of
Carlsbad California
HG Fenton Company
Sillman Wright Architects
----
Date: Revisions:
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Drawn By: Checked By:
No. Date
Issue Description
Stamp:
Date:
7-30-07
Project No.:
Sheet Titles:
GRADING PLAN 2
Sheet No.:
C-2
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BfJIWING A
BUII.OING 8
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BUllOING C
THIS PROJECT IS APPROVED UPON TH£ EXPRESS CONO/llON THAT BUlllJING PERMITS ltfll NOT BE
ISSUEO FOR THE DEVELOPMENT OF THE SUBJECT PROPERTY UNLESS THE DISTRICT ENGINEER HAS
DETERMINED THAT ADEQUATE WATER ANO SEWER FAClllllES ARE AVAILABLE AT THE llM£ OF
OCCUPANCY.
11
f 6" UIN. OEPTH
4' GRA.S:S:
I
AC PA IM'T TYP.
----------------
_,, __
TOPSOIL . '! G£07EXTTLE Wi'AP
~l.;-1 J,,-, _ ,'~ 4. PERF. PVC PIPE
COMPACTED SUBGRADE T_c=;J __ 77', .-~7"0 -'1':>-:;_'._J_~,_t;:;:~L=;=;-':;:;::_! l i--1 ·: i :-;=I
:;;cJ•;ci l l-,-tlL', , , ;L;,,~-;,--'CRIJSHED ROCK I
R' "' 11! .. ..
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~
B//lt.OING £
SECTION F-F
CRASS SWALE BMP
NO SCALE
BUH.OING 0
PROPDBED PARCEL A PER
1/:::) 8t/lilJiNG F
~(/Lr
Wl
NO Sll?UCTURE, FENCE, WALL, TREE, SHRUB, SIGN MAY BE PLACED OR PERMITTED TO ENCROACH
WITHIN THE AREAS IDENTTFIEO AS SIGHT DISTANCE CORRIDORS AS DEFINED BY CITY OF CARLSBAD
ENGINEERING STANDARDS. [fl
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--' "-?:,. ''----, ----;:'/ '-
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-----------
EXISTING IMPROVEMENTS LEGEND
DESCRIPTION
RECLAIMED WA TER
SEWER
WATER
FIRE HYDRANT, GA TE VAL VE
STORM DRAIN
ElECTR/CAL, TELEPHONE, CCTV, GAS
STREET UGI-IT
REFERENCE DRAWINGS
SYMBOL
CARLSBAD TRACT 98-10 409-1 CARLSBAO RACEWAY IMPROVEMENTS
SHEETS 10, 19, 24, 25, 28; 409-1A CARLSBAD RACEWAY GRADING
SHEETS 10, 11; CARLSBAD RACEWAY MAP NO. 15013
"INCEPTOR' FILTER
INSERT {BMP}-INSTALL
PER MANIIFACTIJRER's
RECOIJAIENOA TlONS
mAmc &Arr
PVC STORM
DRAIN OUT
CATCH BASIN INSERT BMP
~
BUllOING G
~ -~ = OJ~'21•
H = 558.00'
l = 37.39'
NO SCALE
GlTY OF
SCALE· ,· = 40'
VISTA
I •
//
CITY OF VISTA
I
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PROPOSED IMPROVEMENT LEGEND
DESCRIPTION
8" P. V.C. PUBLIC WATER MAIN
DOMESTIC WATER SERVICE WITH 2" METER
6" AR£ HYDRANT ASSEMBLY
GATE VALi£
PR/VA TE OOMESllC BACKFlOW PREVENTER
PRIVATE DOUBLE CHECK VALVE DETECTOR
ASSEMBLY IHTH FIRE DEPARTMENT CONNECllON
8" P. V.C. SEWER MAIN
SEWER MANHOLE
DWC.NO.
W-4*
W-12*
W-16*
W-20*
W-22*, W-16*
S-5•
S-t•
S-7•
SYMBOL
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---0-
----@ PR/VA TE 6" SEWER/STORM DRAIN CLEANOUT
PR/VA TE STORM DRAIN -SD-7515 MElROPOOTAN DR, SUITE 400
PR/VA TE STORM DRAIN {>12")
D-10 @I SAN DIEGO, CA 92108 PR/VA TE TYPE B CLEANOUT
PRECAST CONCRETE CATCH BASIN
W/FILTER INSERT
DETAIL IZI TEL 619.294.7515 FAX 619.294.7592
PRECAST CONCRETE CATCH BASIN
MASONRY RETAINING WALL
MODULAR RETAINING WALL
DETAIL
• INDICATES C.M.W.D. STANDARD DRAWING NUMBER
GENERAL NOTES
!:el
ALL PR/VA TE STORM DRAIN CONNECllONS TO PUBLIC SYSTEMS Will REQUIRE AN ENCROACHMENT
AGREEMENT.
All SEWER, WATER ANO RECLAIMED WATER UTlllllES SERVING THE SITE ARE CITY OF CARLSBAD.
PUBLIC STORM ORA/NS ARE EITHER CITY OF CARLSBAD OR CITY OF l?STA AS NOTED.
PIP
ADJ
L
Q)
I •
C:
Q)
(j) EXISTlNG STORM DRAIN ANO S7TIUCTVRES TO BE REUOVEO.
@ EXISTlNG STORM DRAIN /UPROl,fMENTS TO REUAIN. PROTE:CT IN PLACE.
0 POINT OF CONNECTTON TO EXISHNG Ulll.llY
0
0 EXISTlNG REaAIUED WA ll7i' SERVICE. SEE /RR/GA TlCKi PLAN FOR CONNECTIONS.
@ EXISTlNG STORM DRAIN ANO SEWER MANHOIES TO BE AO.AJSTE:O TO GRADE
@ EXISTING e· WA Tl:R SERVICE TO 8£ ABANOONEO ANO Tl:RMINA rro AT Tl/£ MAIN.
0 EXISTlNG ABANOONEO SEWER UAIN TO REM.AIN EASEMENT WAS QUIT aAMIEO PER OOQJMENT
2006-0JS!Jlil 7.
, ® REMOVE EXISTlNG 30" STORM ORAIN PL/JG ClEANOUT W/Tl/ CONCRETE AS APPROVEO BY CITY ENGINEER.
@ CATCH BASIN W/Tl/ INSERT BUP.
@ POINT OF CONNECTlON TO EXISTlNG 6" SEWER LATERAL AN ENGINEERING WIRIANa" IS REOIJIREO FOR 6"
DIAMETE:R PIJBLIC SEltf:R MAIN. CONNECllON IS CON l/NGENT UPON APPUCA llON ANO APPROVAL BY THE
CITY ENGINEER.
Q)
I • ca
L
0 a.
L
0 @ EXISTTNG 2• WA/l7? SERVICES TO REMAIN
LOT LINE CONSOL/DAT/ON 0 .
A LOT LINE CONSOl/OA llON (AOJ 06-07} IS BEING PROCESSED CONCURRENll Y
EASEMENT NOTES
II] EXISTING 15' IHDE STORM DRAIN EASEMENT TO lHE CITY OF 11STA REC. OCT. 29,
1987, FILE NO. 87-609285, O.R. (TO BE QUITCLAIMED). NEW EASEMENT TO BE
GRANTED FOR RELOCATED STORM DRAIN.
0 EXISTING 20' WIDE DRAINAGE EASEMENT TO THE CITY OF CARLSBAD PER MAP 15103
TO REMAIN.
CT) EXISTING 20' WIDE SEWER EASEMENT TO THE CITY OF 11STA REC. DEC. 9, 2004,
FILE NO. 2004-.11604/Z O.R. TO REMAIN.
[tj £XISllNG SIGHT DISTANCE EASEMENT PER MAP 15013 EASTERLY EASEMENT {LOT 13)
TO BE QUITCLAIMED AND DRIVEWAY ACCESS RIGHTS RELINGUISHED. -
@'.J EXISTING 20' WIDE STORM DRAIN ANO SEHf:R ACCESS EASEMENT PER MAP 15013
{TO BE QUITCLAIMED). NEW 24' ACCESS EASEMENT TO BE GRANTED .
~ ABUTTER RIGHTS RELINGIJISHEO PER MAP 15013
06-09
06-07
[z] PROPOSED 20' EASEMENT TO CARLSBAD MUNICIPAL WATER 0/STRICT FOR 8" PUBLIC
WATER MAIN. Drown By: Checked By:
~ PROPOSED ADDITIONAL 10' OF DRAINAGE EASEMENT TO BE GRANTED TO !HE CITY
OF CARLSBAD ON EACH SIDE OF EX/SllNG 20' EASEMENT.
(m PROPOSED /5' IHDE EASEMENT TO THE CITY OF VISTA FOR RELOCATED STORM
DRAIN.
l1Qj PROPOSED 24' IHDE STORM DRAIN ANO SEWER ACCESS EASEMENT TD BOTH CITY OF
CARLSBAD AND CITY OF VISTA.
lllJ PROPOSED JO' GENERAL UTILITY EASEMENT FOR PUBLIC SEWER ANO WA lER.
lli'J PROPOSED 20' SEWER EASEMENT TO THE CITY OF CARLSBAD.
It;] ACCESS RIGHTS REl/NGIJISHED PER MAP 15013
Planned Industrial Permit
Lot Consolidation
Lots 13-15
Carlsbad
PIP
ADJ
06-09
06-07
Raceway
Lionshead Ave. Carlsbad California
Developer:
Architect:
Sheet Title:
Sheet of ----
Date: Revisions:
HG Fenton Company
Sillman Wright Architects
No. Dale
Issue Description
Stamp;
Date:
7-30-07
Project No.:
Sheet Titles:
UTILITY PLAN
CHERRY ENGINEERING Sheet No.:
~-1 ---~ o· 40• BO' 120'
12721 Poway Road, Poway, CA 92064
Ph (858} 679-3410 Fax (858) 679-3416
C-3