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NEW CURB & CUTTER
o- - RE: 517-1010 5/DT-1 NEW CONCRETE
PAVEMENT
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15IDT-1
5.
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NEW CONCRETE DRIVE +
CONTRACTOR: AR
CONSTRUCT PAVEMENT SECT/ON �q�
(15/OT-0IN FUTURE GENERATOR Sqs
LOCATION. ELEVATION TO MATCH
SURROUNDING PAVEMENT /1
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RELOCATED `ANEW SCREEN N£W 5'SKTEWACK
TRAFFIC BOX WALL RE: ARCH LANDSCAPING RE: 12/DT I
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-24'PAINTED STOP �NFW CURB TO MATCH 1,\
BAR w/ SIGN`ASW CUIRB TO MATCH
EXISTING
RE.2A3/DT-I RELOCATED a EX/S TMG
POWER POLE CANTRELL ROAD
—WW HANDICAP (60' R/W) -
RAMP
30'-0'
36'-0'
187'-0' 1 EIGHT BAYS o 30'-0' = 240'-0'
NOTES
I. ALL DIMENSIONS READ TO FACE OF CURB
UNLESS OTHERWISE NOTED RE: 5/DT-1
NEW 6' HIGH 4f
VINYL COATED
CHAIV LKVK FENCE
(DARK BRONZE)
A(
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„—•—x—x=x x—x/0
LOW PLANTER WALLS �_—NEW /2'GATE
RE. ARCH & L AADSCAP/NG -
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EXISTING FIRE HYDRANT
9
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BASELINE
CONTRACTOR NOTE.
SOUTH PROPERTY LINE /S THE BASEL/NE.
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BUILDING GRID LINES ARE PARALLEL AND
_...AC.,TAR TO THIS BASELINE
LEGEND
NEW SANITARY SEWER
,�
DIMENSIONS ARE TO COLUMN GRID LINES —
MANHOLE
* NEW FIRE HYDRANT
►� NEW GATE VALVE
NEW WA TER L INE FI T TINGS
8' D.k W NEW DUCTILE IRON
DATA CENTER SITE PLAN WATER LINE
SCALE: r - 30' NEW STORM DRAINAGE
CA TCH BASIN
I�my
CENTER LINE OF EXISTING R.O.W.--o
LINE OF
CANTRELL ROAD—, NEW R.O.W. —y BUILDING SETBACK -�
45'-0 I 25'-0
NEW R.O.W. I Building Setback
1 5'-0 BUILDING ENCROACHMENT
I IN SETBACK
I FACE OF BUILDING
I i I I I I
1 i I I I
I
NEW 5'
SIDEWALK
a RE: 12/DT -I NEW SCREEN
O' WALL RE: ARCH
ELEC. CONDUITI
w 1 BANK UNDER ERIF 5' I
o NEW SIDEWALK
RE: SITE ELEC.
C
5 I I I
L I i 3 0
C. 24'-0 111-0 10'-0 j n'-0
(Existing Two 71' Lanes New Sidewalk Landscaping HVAC Condensors
and 2' Curb & Gutter) and New and Service Lane
Utilities I
I
Proposed Building Cross Section
Scale: No Scale Cantrell Road 90 k. R.O.W.
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p RE: 12/DT -1 RE. 7/DT -1
EXISTING R.O.W.
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Ln O
v i nv S���
M t p nut on 2 EXISTING FIRE HYDRANT
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twN CURB r^. HATCH
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r CENTERLVE OF ROAD
■■;, r ,,IIT,
e
7.
\X_X_x-
X
Ix
\ 05 2R
n 12' +/- SERVICE LANE
K PROVIDE 'GRASSPAVE' \� -
SYSTEM /N AREAS
I1OICATED AS SERVICE "\\
LANE
n
RELOCATED `ANEW SCREEN N£W 5'SKTEWACK
TRAFFIC BOX WALL RE: ARCH LANDSCAPING RE: 12/DT I
� p -
-24'PAINTED STOP �NFW CURB TO MATCH 1,\
BAR w/ SIGN`ASW CUIRB TO MATCH
EXISTING
RE.2A3/DT-I RELOCATED a EX/S TMG
POWER POLE CANTRELL ROAD
—WW HANDICAP (60' R/W) -
RAMP
30'-0'
36'-0'
187'-0' 1 EIGHT BAYS o 30'-0' = 240'-0'
NOTES
I. ALL DIMENSIONS READ TO FACE OF CURB
UNLESS OTHERWISE NOTED RE: 5/DT-1
NEW 6' HIGH 4f
VINYL COATED
CHAIV LKVK FENCE
(DARK BRONZE)
A(
" n o°
---------------------------- _-
„—•—x—x=x x—x/0
LOW PLANTER WALLS �_—NEW /2'GATE
RE. ARCH & L AADSCAP/NG -
c
MH o /
EXISTING FIRE HYDRANT
9
Oa
�c
2�O
BASELINE
CONTRACTOR NOTE.
SOUTH PROPERTY LINE /S THE BASEL/NE.
\\
BUILDING GRID LINES ARE PARALLEL AND
_...AC.,TAR TO THIS BASELINE
LEGEND
NEW SANITARY SEWER
,�
DIMENSIONS ARE TO COLUMN GRID LINES —
MANHOLE
* NEW FIRE HYDRANT
►� NEW GATE VALVE
NEW WA TER L INE FI T TINGS
8' D.k W NEW DUCTILE IRON
DATA CENTER SITE PLAN WATER LINE
SCALE: r - 30' NEW STORM DRAINAGE
CA TCH BASIN
I�my
CENTER LINE OF EXISTING R.O.W.--o
LINE OF
CANTRELL ROAD—, NEW R.O.W. —y BUILDING SETBACK -�
45'-0 I 25'-0
NEW R.O.W. I Building Setback
1 5'-0 BUILDING ENCROACHMENT
I IN SETBACK
I FACE OF BUILDING
I i I I I I
1 i I I I
I
NEW 5'
SIDEWALK
a RE: 12/DT -I NEW SCREEN
O' WALL RE: ARCH
ELEC. CONDUITI
w 1 BANK UNDER ERIF 5' I
o NEW SIDEWALK
RE: SITE ELEC.
C
5 I I I
L I i 3 0
C. 24'-0 111-0 10'-0 j n'-0
(Existing Two 71' Lanes New Sidewalk Landscaping HVAC Condensors
and 2' Curb & Gutter) and New and Service Lane
Utilities I
I
Proposed Building Cross Section
Scale: No Scale Cantrell Road 90 k. R.O.W.
a
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10263
UC -20 - UU
Job No. 00161 task 300
Date JUNE 2000
Revisions
No. Date
For Owd Of Adjustments Revier &r2R-W
Revised For Baud Of Adjustments 7.800
ISSUE FOR RIDS & REVIEW OR -28-00
Sheet
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10263
UC -20 - UU
Job No. 00161 task 300
Date JUNE 2000
Revisions
No. Date
For Owd Of Adjustments Revier &r2R-W
Revised For Baud Of Adjustments 7.800
ISSUE FOR RIDS & REVIEW OR -28-00
Sheet
S P -i
SITE PLAN
(A
ON
CC
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NEW STORM DRAINAGE
MANHOLE
O
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8' 0.4 SS NEW DUCTILE IRON
SANITARY SEWER LINE
Y
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CC
INV. INVERT
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T.O.R. TOP OF RIM
W
J
B.O.C.
BOTTOM OF CURB
cJr�� Z
10263
UC -20 - UU
Job No. 00161 task 300
Date JUNE 2000
Revisions
No. Date
For Owd Of Adjustments Revier &r2R-W
Revised For Baud Of Adjustments 7.800
ISSUE FOR RIDS & REVIEW OR -28-00
Sheet
S P -i
SITE PLAN