BAYSHORE
FWY
DUANE AVE
DUANE AVE
LAURELWOOD
RD
KENNETH
RD
ALFRED ST
SPACE PARK DR
JAY ST
THOMAS RD
SITE
SCOTT
BLVD
147 N 1st Avenue
OAKDALE, CA, 95361
PHONE: (209) 845 9694
WWW.CHAPGEO.COM
GEOMATICS, INC.
CHAPPELL
THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION.
M~AL LAND SURVEYOR
LICENSE NUMBER 7547
EXPIRATION DA TE: DECEMBER 31, 2025
1/14/2025
DATE
SHEET OF
SCALE:
DATE:
PREPARED BY:
Job. No.:
J. CHAP
No. 7547
147 N 1st Avenue
OAKDALE, CA, 95361
PHONE: (209) 845 9694
WWW.CHAPGEO.COM
GEOMATICS, INC.
CHAPPELL
1. UNDERGROUND UTILITIES ARE SHOWN BASED ON MARKINGS PROVIDED BY CORE DYNAMICS GPR.
PHONE: (209)715-0507
EMAIL: [email protected]
WEBSITE: COREDYNAMICSGPR.COM
2. CONTRACTORS AND OTHER PERFORMING WORK SHALL VERIFY THE EXACT LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES WITHIN CONSTRUCTION AREA.
3. SPRINKLER HEADS AND IRRIGATION LATERAL LINES ARE NOT SHOWN HEREON.
4. ADDITIONAL UNDETECTED UTILITIES MAY EXIST WITHIN THE LIMIT OF THIS SURVEY.
5. CALL UNDERGROUND SERVICE ALERT (USA) 48 HOURS PRIOR TO ANY UNDERGROUND WORK.
THIS SURVEY WAS PREPARED FROM INFORMATION FURNISHED IN THE BELOW REFERENCED PRELIMINARY TITLE REPORT. NO LIABILITY IS ASSUMED FOR MATTERS OF RECORD NOT STATED IN
SAID PRELIMINARY REPORT THAT MAY AFFECT THE TITLE LINES, OR EXCEPTIONS, OR EASEMENTS OF THE PROPERTY.
TITLE COMPANY: FIRST AMERICAN TITLE INSURANCE COMPANY
A NEBRASKA CORPORATION, HEREIN CALLED THE COMPANY
ORDER NO: 5026900- 7098796
TITLE REPORT DA TE: MARCH 11, 2024 AT 7: 30 A.M.
ASSESSOR'S PARCEL NO.: 224-42-011
1. ALL DISTANCES SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF.
2. PHYSICAL ITEMS SHOWN ON THIS SURVEY ARE LIMITED TO THOSE SURFACE ITEMS VISIBLE AS OF THE DA TE OF THIS SURVEY. SUBSURFACE OBJECTS NOT SHOWN MAY
INCLUDE, BUT ARE NOT LIMITED TO, CONCRETE FOOTINGS, SLABS, SHORING, STRUCTURAL
PILES, UTILITY VAULTS, PIPING, UNDERGROUND TANKS, AND ANY OTHER SUBSURFACE
STRUCTURES NOT REVEALED BY A SURFACE INSPECTION OR PER SITE IMPROVEMENT PLANS.
THE BEARING S 69"22'12" E BEING THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF DUANE AVENUE AS SHOWN ON THE PARCEL MAP FILED FOR RECORD ON JANUARY 28, 1970 IN BOOK 263 OF MAPS AT PAGE 49 IN THE OFFICE OF THE RECORDER FOR THE COUNTY OF SANTA CLARA, STATE OF CALIFORNIA, WAS USED AS THE BASIS FOR ALL BEARING SHOWN HEREON.
ELEVATION:
DATUM:
POINT I.D.:
DESCRIPTION:
LOCATION:
SHEET OF
SCALE:
DATE:
PREPARED BY:
Job. No.:
34.45 FEET
NAVO 88
8-4
2" BRASS DISK STAMPED SCBM 8-4
RESET 2021
1000 DUANE AVE. ON THE NW CORNER OF
A 1O'X16.5' STORM DRAIN CONCRETE
STRUCTURE
ZONING:
ACRES:
COUNTY USE:
LOT AREA:
LOT WIDTH/DEPTH:
LAND USE:
APN:
LO-RD : LOW INTENSITY OFFICE / R&D
0.63 GENERAL INDUSTRIAL (16)
27,425 SQUARE FEET
160 X 182
INDUSTRIAL (NEC)
224-42-011
MAX SIGN AREA ALLOWED: 1200 SQ FT
PROPOSED SIGN AREA: 672 SQ FT
N
S
EW
147 N 1st Avenue
OAKDALE, CA, 95361
PHONE: (209) 845 9694
WWW.CHAPGEO.COM
GEOMATICS, INC.
CHAPPELL
SHEET OF
SCALE:
DATE:
PREPARED BY:
Job. No.:
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SUBJECT PROPERTY BOUNDARY
CENTERLINE
EASEMENT
STREET RIGHT-OF-WAY
GAS LINE
UNDERGROUND ELECTRICAL
OVERHEAD UTILITY LINE(S)
SEWER LINE
STORM LINE
TELECOMMUNICATIONS LINE
WATER LINE
IRRIGATION LINE
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Feet
0 5 10
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SHEET 4 OF 5
SITE DETAIL
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----
TRANSFORMER
w
33.02 TC
32.63 AC
--I\v --I\v --I\v .
33.41 TC
33.00 AC
147 N 1st Avenue
OAKDALE, CA, 95361
PHONE: (209) 845 9694
WWW.CHAPGEO.COM
GEOMATICS, INC.
CHAPPELL
48' I
ELEVATION 91.3~
SCREEN
-0
c.o
ELEVATION 31.3'
SHEET OF
SCALE:
DATE:
PREPARED BY:
Job. No.:
POLE
PROPOSED BILLBOARD
EXISTING SIGN
RevisionsNo.
Scale
Date
Drawing:
OF
Approved
Mapping
Job No
Field
147 N 1st Avenue
OAKDALE, CA, 95361
PHONE: (209) 845 9694
WWW.CHAPGEO.COM
GEOMATICS, INC.
CHAPPELL
STATE OF CALIFORNIA COUNTY OF SANTA CLARA CITY OF SANTA CLARA 2024029 BJC
WI
WI,JB
1"=5' / 1"=70'
5/7/2024
2024029TP
1 1
Feet
0 5 10
N
S
EW
N
S
EW
N
S
EW
BAYSHORE
FWY
DUANE AVE
DUANE AVE
LAURELWOOD
RD
KENNETHRD
ALFRED ST
SPACE PARK DR
JAY ST
THOMAS RD
SITE
SCOTT
BLVD
I 48 ..
ELEVATI ON 91.3' --
·., SCREEN
·g
ELEVATION 31.3'
~ //>) Y/>:Y/Y:'. Y>? 1//>:Y/0.,,/>//>//:--1//>1//Y'.'. /, //:< ...............
[jv£ ~@~[1, 'ii®
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---- SUBJECTPROPERTYBOUNDARY
===-,-_-_-_- ~:~Ei~N: IGHT-OF-WA Y
--C-- UNDERGROUNOELECTR ICAL
-__ <:; _-_ ;k~~E~~EUTILITY UNE(S)
--n -- STORMLINE
--m-- TELECOMMUNICATIONS LINE
...............
Vl'ORK SH..U\oER1FYTHEEXACT LOCATION
TIES 'MTHINCONSTRUCTIOHARE""
SPRINKLERHEADSANDIRR IGATION LATERAL LINES ARE: NOTSHOWNHER EON ADDITIONAJ..UNDETECTIDUTIU11ESM..,YEXIST'MTHINT1-IEL IMIT OflHISSUR\oEY.
CAL.LUNOERGROONDSER,,,CEALERT(USA)'4-8HOOJRSPRIORTOANY UNDERGROOND'IIORK .
TREE TYPES AND SIZE ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL TYPE Of TREE.
TREE SHAPE,AND GROVE: CONFIGURATlONMAYVARY FROMACJUA.LflE LD CONDl ll(»IS. NO WA,f!RANTIESARE IMPLIEO'M1H REGAADTOIBEEINFORMATION
THISSUR\/EYWASPREPAREOFROM INFORMAllONF'\JRNISHED INTI-fEBELOWREF'ERENCEO PREUMINARY TITl_E REPORT. NOLI ABIUTY IS ASSUMED FORMATTERSOfR ECORDNO TSTATE D IN S,',IO PRELIMINARY REPORT TIIAT MAY AFFECT THE TI TLE LINES. QR EXCEPnONS. OR EASO,IDHS
OF THE PROPERTY
FIRSTANERICAN nTL E INSURANCECOMPANY
A NEBRASKA CORPORAn ON.HEREIN CAl.1.EDTHECOMPA NY
ORDER NO: 002e900-7098N6
Tln.E REPORT DATE ......al 11. 2024 AT 7:JO A.M
ASSESSOR"SPARCEL N0.:224-42-0 11
I AU. DISTANCES SHOWN HEREON ARE IN FEET ANO OEONALS THEREOF 2 PHYSIC.t.L ITENSSHO'll!-IONTHIS SURVEYAREUM ITIDTOTl-lOSESURFACE ITEMS 1/ISIBLE AS OF THE DATEOFTH ISSl)RVEY. SUBSU f!FACE08~CTSNO T SHO'll!-I NAY INO..IJDE.BUTARE NOT UIIITEDTO . CONCRETE FOOTINGS,SLABS,SHORI NO. SfflUCl\JRAL PILES.UTIUTY\fAIJLTS,Pll' INO. UNOERGROUNOTANKS.ANOANY OTHERSUBSUf!FACE
STRUCTLJRES NOT REVEALED BY A SURFACE INSPECTION OR PER SITE IMPROVEMENT J. OINENSIONALllE"STO INPRO\fENENTSARE 90"TOTHEF'IWPERTYL INESUNLE"SSNOTEO OTHER\NSE
THE Fl ELO CATA FOR THIS Sl)R\fEYWAS COLLECTED USING A LEICA RTC 360 LASER SCANNERANDTHETRINB LE S5 1 SECONOTOT.t.L STATION
5 THETOPOGRAPHICPOINTSANDUNEWOR K SHOVINHEREON"IIERENAPPEDFROMTHE
LASER SCAN PO NT CLOUD
6. PONT ELEVATIONS AAE fOR THE fLl.l\J RE DESCRIBED ANO 00 NOT CORRESPOND PRECISELYTOTHEAOJACENT HORlZONTAL LOCATION, PRECISE LINEWOR K WASOER l\'EO FRON IBE LASER SCAN PON T CI_OUD.
ELEVATION: J4.4SFEET
DATUM NAW88
POINT I.D., B-4
OESCRIPTION:2"BRASSOISl<STN,1PEDSC8MB-•F!ESE T 202 1
LOCATION ~~UC~~~E AVE. ON THE NW CORNER OF A 10"Xl6.S" STORN CRAIN CONCRETE ZONING
COI.JNTYUSE:
LOTAREA
~o""i;/DEP1li
LO- RD:LOW INTENSITYOFl'lCE /P&O
~:•!s~~~~~~~ (1e)
~~S~~~ 11(NEC)
MAXSIGNARE:AAI..I.OIIE0:1XIOSQ FT
PROPOSED SIGN AREA: ensorr
~~-:,~:,~·~~
1/14/202 ~
•
46'-0"
H.A.G.L.
60'-0"
O.A.H.
ELEVATION
48'-0" FACE
14'-0"
FACE
4'-0" 4'-0"
TORSION
REAR
WALKWAY
REAR
WALKWAY
5 EQ. SP.@ 8'-0" = 40'-0"
BRACE
BRACE
UPRIGHT UPRIGHT UPRIGHT UPRIGHT UPRIGHT UPRIGHT
SLOPE CONCRETE
AWAY FROM PIPE
36"Ø UPPER
COLUMN PIPE
42"Ø LOWER
COLUMN PIPE
GRADE
ROUND
CONCRETE
FOOTING
5'-0"Ø
2'-0" CLR COVER
TBD
TBD
12'-0"
TORSION
PIPE
DEPTH
TBD
NOTCH LOWER
WALKWAY AS REQ'D
TO CLEAR COLUMN
COLUMN TO BE FABRICATED FROM
CYLINDRICAL HOLLOW PIPE
SECTIONS AND PAINTED GLOSS
BLACK
OUTFRONT
SIGN OWNER LOGO
CABINET BY OTHERS
PRELIMINARY DRAWING
NOT FOR CONSTRUCTION
4425 North 24th Street, Suite 200
Phoenix, Arizona 85016
(602) 230-8634 Fax: (602) 230-9071
SIGN LOCATION
CUSTOMER
CH.DR.
SHEET NO.
DATE
1448CMSF - STD - LED - 60 OAH - OUTFRONT - SANTA CLARA CA 12.26.24 JOB NO.
ENG NO.
JSW
12/26/24
of 3
OUTFRONT MEDIA
1700 DUANE AVE
SANTA CLARA, CA
JSW
14' x 48'
CENTER MOUNT
SINGLE FACE
w/ ENCLOSURE
LED READY
G-PRELIM
F
~=='=~~*====+==r==+====+~~=t:'j _j-t~
- -~~] I
I
I
I
I
I
I
ll
I I
I I I
-r
L J
I
7 B-DECK
ENCLOSURE
REAR
LADDER
48'-0"
FACE
DIGITAL DISPLAY
AND ATTACHMENT
FRAMING - BY OTHERS
4'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 4'-0"
4'-0"
PLAN VIEW
REAR
WALKWAYTORSION
SPREADER
TORSION
COLUMN
UPRIGHT COLUMN
LADDER
COLUMN
PROVIDE OPENING
IN LOWER WALKWAY
FOR LADDER ACCESS
PRELIMINARY DRAWING
NOT FOR CONSTRUCTION
4425 North 24th Street, Suite 200
Phoenix, Arizona 85016
(602) 230-8634 Fax: (602) 230-9071
SIGN LOCATION
CUSTOMER
CH.DR.
SHEET NO.
DATE
1448CMSF - STD - LED - 60 OAH - OUTFRONT - SANTA CLARA CA 12.26.24 JOB NO.
ENG NO.
JSW
12/26/24
2 of 3
OUTFRONT MEDIA
1700 DUANE AVE
SANTA CLARA, CA
JSW
14' x 48'
CENTER MOUNT
SINGLE FACE
w/ ENCLOSURE
LED READY
G-PRELIM
[ _ I-=-----------,====- ------~------------'.. --- f --- . , -------------;~-- L ~ b ---1 L
l
I I I I I I I
L.J L,-J L ,-J
13'-7 3/4"
FACE
C
C
4'-0"
14'-0"
W6x9
REAR
WALKWAY
& REAR
LEDGER
UPRIGHT W8x13
REAR
WALKWAY
TORSION
BRACE L 3"x3"x1/4"
w/ (2) 1/2" A-307 BOLTS
EACH CONNECTION7'-8" 8"8"
9"
UPRIGHT W8x13
9'-3"
3'-1 1/2"
10 1/2"3 1/4"
DIGITAL DISPLAY
AND ATTACHMENT
FRAMING - BY OTHERS
TYPICAL SECTION THRU SIGN
BRACE L 3"x3"x1/4"
w/ (2) 1/2" A-307 BOLTS
EACH CONNECTION
~5'-8"
3'-1 1/2"
3 1/4"
PRELIMINARY DRAWING
NOT FOR CONSTRUCTION
4425 North 24th Street, Suite 200
Phoenix, Arizona 85016
(602) 230-8634 Fax: (602) 230-9071
SIGN LOCATION
CUSTOMER
CH.DR.
SHEET NO.
DATE
1448CMSF - STD - LED - 60 OAH - OUTFRONT - SANTA CLARA CA 12.26.24 JOB NO.
ENG NO.
JSW
12/26/24
3 of 3
OUTFRONT MEDIA
1700 DUANE AVE
SANTA CLARA, CA
JSW
14' x 48'
CENTER MOUNT
SINGLE FACE
w/ ENCLOSURE
LED READY
G-PRELIM
,-
f- -
__J
Sign face is 14' x 48' with an overall height of 60'.
The column is made of steel and should be painted black.