exhibit-e1final plat ctc 256 chandler technology center book 311 page 9 book 394 page 13 18 tract...
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CONSTRUCTION
POOL
POOL
POOL
POOL
POOL
WATER
WATER
29
32
ARIZONA DEPARTMENT OF TRANSPORTATION
SHEET
RIGHT OF WAY PLANS SECTION
DRAWING NO.
RAM 600-6-702
SANTAN FREEWAY
40th Street - 56th Street (I-10 T.I.)
202L MA 003 H4608 01R
D-7-T-906
B. Gurney
SR 202L
INTERMODAL TRANSPORTATION DIVISION
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
--Created--
1/5/2007
9:15:54 AM
SURVEY
ROUTE NO.:
HIGHWAY NAME:
ADOT REVIEW
See Attached Survey
DRAWN/DATE J. Crume/Sep 01
exhibitE1_p01.dgn
jcrume@hubbardengineering.com
480-892-3313
Gilbert, AZ
HUBBARD
ENGINEERING
FEDERAL AID NO.:
PROJECT NO.:
LOCATION:
Mid Sec
Lin
eMid Sec
Lin
e
Section Line Section Line
S00̂
11’05"E
S00̂
00’38"E
Med/
Constr \
I-10
5O
TH
ST
RE
ET
ST
RE
ET
50
TH
54
TH
ST
RE
ET
CHANDLER BOULEVARD
8470
8475
8480
8485
VA
RIE
SV
ARIE
S
VA
RIE
SV
ARIE
S
30’
33’
70’
60’
60’
65’
55’
Quarter Corner
Found�" Pipe
N00̂
11’47"
W 2652.13’
N00̂
00’40"
W 2650.67’
S89̂41’18"W 2642.61’ N89̂38’08"W 2639.36’
Approx �
Lin
e
Approx �
Lin
e
4NE
4NW
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIS
T
R/
W
EXIS
T
R/
W
EXIS
T
R/
W EXIS
T
R/
W
P.O.T. 8476+76.44
P.I. 8476+75.88
I-10 MED/CONSTR \
0.56’
DETAIL "A"
SEE DETAIL "A"
150.00’
N60̂
24’51"E 73.06’
N12
0̂1’
41"
E 409.66’
SEE DETAIL "A"
ON SHEET P-5
S88̂45’20"E 300.25’
S80̂46’09"E181.71’
N89̂05’04"W
446.45’
S02^39’45"W
29.40’
N89^50’46"W
97.57’
S01̂
14’56"E
226.04’
N89^55’58"E
84.71’
230.30’ RT
P.O.T. 8470+92.18
I-10 MED/CONSTR \
316.96’ RT
P.O.T. 8474+92.57
I-10 MED/CONSTR \
304.16’ RT
P.O.T. 8481+95.22
I-10 MED/CONSTR \
403.10’ RT
P.O.T. 8482+24.31
I-10 MED/CONSTR \
327.73’
LT
P.O.T. 8475+
59.12
I-10
ME
D/
CO
NS
TR \
281.98’ LT
P.O.T. 8480+11.89
I-10 MED/CONSTR \
I-10 MED/CONSTR \
371.58’ LT
P.O.T. 8482+37.79
NEW R/W
NEW R/W
NEW R/W
NEW R/W
NEW R/W
20’
FINAL PLATCTC 256
CHANDLER TECHNOLOGY CENTERBOOK 311 PAGE 9
BOOK 394 PAGE 13
18
TRACT "D"
4
3
1 2
EL DORADOFOOTHILLS GATEWAY
BOOK 442 PAGE 19
TRACT "B"
BOOK 435 PAGE 14
1
2
BOOK 360 PAGE 2
8C
CITY
OF
CHANDLER
434.8
4’ (R)
552.01’ (R)
396.3
8’ (R)
1833.4
0’ (R)
30’ WATER &
SEWER EASEMENT
DKT 84-0263457
2’ ANCHOR
EASEMENT
DKT 14772
PAGE 652
8’ TELEPHONE
EASEMENT
DKT 6032 PAGE 263
TRACT "A"
WATER & SEWER
EASEMENT
DKT 83-386457
50’ RIGHT
OF ENTRY
DKT 97-0190576
PRIVATE INGRESS &
EGRESS EASEMENT
DKT 97-0286374
INGRESS & EGRESS
EASEMENT OVER TRACTS
"A" & "B"
DKT 97-0374924
20’ LANDSCAPE
EASEMENT
12’ P.U.E.
1’ VEHICULAR NON
ACCESS EASEMENT
20’ LANDSCAPE &
RETENTION ESMT
7’ ELECTRICAL
EASEMENT
DKT 87-613052
8’ P.U.E.
26’ ACCESS
EASEMENT
35’ ACCESS
EASEMENT
42’ ACCESS
EASEMENT
20’ LANDSCAPE
EASEMENT
\ TELE
ESMT
DKT 6032
PG 262
30’ WATER &
SEWER EASEMENT
DKT 83-401476
8’ ELECTRICAL
EASEMENT
DKT 97-0391249
5’ TELE ESMT
DKT 97-0505655
INGRESS &
EGRESS
EASEMENT
DKT 85-600422
PEDESTRIAN &
INGRESS &
EGRESS
EASEMENT
DKT 88-189432
10’ INGRESS &
EGRESS ESMT
3’ ELECT. ESMT
DKT 7978 PG 129
INGRESS & EGRESS
EASEMENT
DKT 8308 PG 65
20’ DITCH
EASEMENT
DKT 15011
PG 374 7’ ELECTRICAL
EASEMENT
DKT 90-186961
PUBLIC UTILITY
EASEMENT
DKT 90-383386
DKT 86-683382
City
Limit
City
Limit
PHOENIX
CITY
OF
TO
CE
NT
ER
QU
AR
TE
R
TO
CE
NT
ER
QU
AR
TE
R
S89^51’57"E 22.34’ N00^57’00"E
169.28’
I-10 MED/CONSTR \
50’
10’
N50̂
37’
41"E
1
59.14’
13’
N06^48’36"E
313.59’
20’
50’
SIGN ESMT
1
70’
STUDIO SUITES INTERSTATE 10
& CHANDLERBOULEVARD
PARK TENBUSINESS CENTER
REAMENDED PLAT FORLOTS 8A, 8B, 9, 10 & 11
52’86’
DELETED
7-10-00
TR.
"C"
C.O. NO. DATE BY
CHANGE ORDER REVISIONS
DESCRIPTION OF REVISIONS
N89̂41’41"E 560.98’
TRACT
"A"
MARICOPA CO.
R.4E. T.1S.
P-3
KEY MAPP-6
P-6
P-5
P-7
P-4
SEE SHEET P-12
SEE
DETAIL
"B" ON
SHEET P-12
2
2
1
1
S03
2̂2’14"E
732.41’
I-10 MED/CONSTR \
P.O.T. 20+00.00
SECTION LINE
SECTION LINE
48.63’
LT
P.O.T. 9+
35.06
SE
CTIO
N
LIN
E
84.35
LT
P.O.T. 9+
98.79
SE
CTIO
N
LIN
E
79.71’ RT
P.O.T. 12+21.53
SECTION LINE
93.69’
LT
P.O.T. 26+
51.82
SE
CTIO
N
LIN
E
65.68’
LT
P.O.T. 28+
31.36
SE
CTIO
N
LIN
E
S02
4̂6’15"
W841.35’
Sec. Cor.
Fd. RR Spike
29
31
30
32
Sec. Cor.
Fd. Stone
in HH
28
32
29
33
7-
8673
7-
8681
7-
8671
7-
8672
7-
8858
7-
8856
7-
8857
7-
8855
7-
8668
7-
9320
7-
8647
7-
7309
10
15 20
25
30
35
DATA TABLE
L
H
I
G
F
E
D
C
B
A
J
K
M
A
B
C
D
E
F
G
H
I
J
K
L
M
P.O.T. 8482+24.58 305.53’ RT
P.O.T. 8481+95.27 281.82’ RT
P.O.T. 8480+26.01 278.98’ RT
P.O.T. 8479+98.74 318.02’ RT
P.O.T. 8478+19.39 326.94’ RT
P.O.T. 8478+17.92 451.44’ RT
P.O.T. 8477+75.06 450.94’ RT
P.O.T. 8477+71.70 735.76’ RT
P.O.T. 8478+11.70 736.23’ RT
P.O.T. 8482+37.88 286.87’ LT
P.O.T. 8475+79.75 352.65’ LT
P.O.T. 8475+93.12 440.31’ RT
P.O.T. 8477+66.38 339.24’ RT
L
M
N
P.O.T. 23+51.60 98.30’ LT
P.O.T. 15+59.77 84.29’ LT
P.O.T. 16+60.18 88.15’ RT
1 S50^33’33"E 32.35’
(URBAN)
ADOT CADD STANDARDS 2006
TCE
193’
28’
NEW PUE
TCE
40’
TCE
TCE
91’
74’
TCE30’
EXHIBIT-E1
SHEET P-5MATCH LINE
SHEET P-7MATCH LINE
Scale
0 50 100
LIMTS OF
CONSTRUCTION
AND LIMITS OF
AREA TO BE
ACQUIRED BY
RESOLUTION
P.O.T. 8+35
SECTION LINE
LIMTS OF
CONSTRUCTION
AND LIMITS OF
AREA TO BE
ACQUIRED BY
RESOLUTION
P.O.T.
35+04
SECTION LINE
7-
8667
SEE PARCEL
INSERT ON
SHEET PAR-1
SEE PARCEL
INSERT ON
SHEET PAR-1
LIMITS OF ADDITIONAL AREA TO BE ACQUIRED
250.99’ (R)
411.7
4’ (R)
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