exhibit-e1final plat ctc 256 chandler technology center book 311 page 9 book 394 page 13 18 tract...
TRANSCRIPT
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
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)