⠀䄀䈀一䐀尩 19 match line sta 124+00 - phoenix, arizona · pole & down guy by aps...
TRANSCRIPT
CITY OF PHOENIX, ARIZONA
STREET TRANSPORTATION DEPARTMENT
27TH AVENUE
LOWER BUCKEYE ROAD TO BUCKEYE ROAD
ST85100341
TY LIN INTERNATIONAL
. .
ARL
IROS
97284
OC SANCS HEZ
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125+00 126+00 127+00 128+00124+00 129+00
PAVING PLAN AND PROFILE
27TH AVENUE
10481048
1046
NO. DESCRIPTION
REMOVALS
M
P
S SAWCUT AND MATCH EXISTING
PROTECT IN PLACE
MATCH EXISTING
NO. DESCRIPTION
CONSTRUCTION NOTES
NO. DESCRIPTION
REMOVALS BY OTHERS
UNIT QTY.
UNIT QTY.
UNIT QTY.
CONN SIZEXLFNO. STATION
STORM DRAIN NOTES
TYPE
124+05, 33' RT
M-1 L=3'
P1569-1
-9
SY 3,968
1
SF 891
4
3
2 LF 638
SF 1,391
CURB AND GUTTER PER MAG STD. DET. 220-1,
TYPE "A"
CONCRETE SIDEWALK PER COP STD DET P1230,
WIDTH PER PLAN
CONCRETE DRIVEWAY PER COP STD DET P1255-1
(9" THICK)
EA
EA
1
8
2
682
EA
11
12
10
7
ADJUST EXISTING WATER VALVE FRAME & COVER
PER COP STD DET P1391 & P1391-1
ADJUST STORM DRAIN MANHOLE FRAME &
COVER PER MAG STD DET 422
ADJUST STORM SEWER MANHOLE FRAME &
COVER PER MAG STD DET 422
SF
CONCRETE SIDEWALK RAMP PER COP STD DET
P1237 (MODIFIED). SEE SHEETS 10-11
EA 1
13
SURVEY MARKER PER MAG STD DET 120-1,
TYPE A
500
702
5
6
EXISTING PIPE, BACKFILL & COMPACT
(STA 124+00 TO129+00)
LF
EXISTING CONCRETE SIDEWALK RAMP
(STA 125+65 TO 126+02 & 126+50 TO 126+86)
SF
TON 12
17
ASPHALT CONCRETE DRIVEWAY CONNECTION
(D 1/2), 3" THICK
EA 1
4
CABLE TV/FO BOX, UTILITY MARKER TO BE
RELOCATED BY COX FORCES
EA 2
5
TELEPHONE PEDESTAL, UTILITY MARKER TO BE
RELOCATED BY CENTURY LINK FORCES
EA 4
20
ADJUST UTILITY MANHOLE FRAME & COVER PER
UTILITY COMPANY DETAILS & SPECIFICATIONS
320
26
SF
BUS SHELTER CONCRETE PAD PER COP STD DET
P1258 & P1260
1
REMOVE EXISTING PAVEMENT
(STA 124+00 TO 129+00)
SY 4,066
NEW PAVEMENT PER TYPICAL SECTIONS ON
SHEETS 5-9. SEE SHEET 3 FOR QUANTITIES
869
25
SF
CONCRETE SIDEWALK RAMP PER COP STD DET
P1236
15" X 44.5'
RGRCP CL IV
EA 1
8
FO BOX, UTILITY MARKER TO BE RELOCATED BY
SPRINT FORCES
LF 28
22
REMOVE AND RELOCATE EXISTING CHAIN LINK
FENCE TO RIGHT OF WAY
EA 1
1
12KV POWER POLE BY APS FORCES
EA 2
2
69KV POWER POLE AND DOWN GUY BY APS
FORCES
1,502
40
DECOMPOSED GRANITE,
3
8
" MINUS, STABILIZED,
2" THICK
SF
8 1
EXISTING IRRIGATION MANHOLE, BACKFILL &
COMPACT (STA 126+45)
EA
1882
EXISTING CONCRETE CURB & GUTTER
(STA 124+01 TO 124+42, 125+65 TO 126+85)
LF
SF 847
11
SIDEWALK REMOVAL BY RID FORCES
10481048
1048
1047
1047
1049
1047
1046
1045
1047
1049
1049
1047
1049
1047
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
1 EA124+05, 16'± LT
P1560 & MAG 423 & 522
10
11
127+68, 32' LT
M-1 L=6'
P1569-1
12
COP STD
DET
P1577
124+36, 32'± LT
M-1 L=3'
P1569-1
COP STD
DET
P1577
15" X 14.5'
RGRCP CL IV
15" X 33.5'
RGRCP CL IV
EXISTING CATCH BASIN - PROTECT IN PLACE
EX
DURANGO STREET
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27TH AVENUE LOWER BUCKEYE ROAD TO BUCKEYE ROAD
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REVISION BY CITY OF PHOENIX
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NO.
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DESCRIPTION
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REV BY
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DATE
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REVISION BY CITY OF PHOENIX
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NO.
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DESCRIPTION
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REV BY
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TOTAL
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SHEETS
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AS
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BUILT
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SCALE:
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OG
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9/18
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CSS
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9/18
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CSS
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9/18
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63
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REVISION BY CITY OF PHOENIX
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NO.
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DESCRIPTION
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REV BY
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CK:
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CONSULTING ENGINEER
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PROJ. NO.
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DR:
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REGION
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9
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F.H.W.A.
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DES:
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STATE
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ARIZ.
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CSS
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OG
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CSS
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9/18
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T.Y.LIN INTERNATIONAL
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ST85100341
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engineers planners scientists
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AS BUILT
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11/28/2018 1:43:34 PM
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Carlos Sanchez-Soria
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T:\Tempe\Projects\221880.00\600_CADD\05_Official\Sheets\ST85100341-006-Paving.dwg
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1
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1
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8
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City of Phoenix
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18R1
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TY Lin Half Scale.ctb
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1" = 20' HORIZONTAL
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1" = 2' VERTICAL
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0
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20
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20
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40
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60
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SCALE: 1" = 20'
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VERT: 1" = 2'
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REVISED RID PIPE ALIGNMENT
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1
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CSS
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CSS
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11-18
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SD
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E
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MB
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T
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TV
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M
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S
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S
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E
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T
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E
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IR
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TV
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T
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M
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Mast Arm
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Mast Arm
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Mast Arm
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Mast Arm
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78" SD
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78" SD
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78" SD
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78" SD
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78" SD
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78" SD
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78" SD
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78" SD
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78" SD
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78" SD
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78" SD
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78" SD
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78" SD
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78" SD
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(ABND)
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(ABND)
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(ABND)
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5'
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5'
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5'
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40'
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40'
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40'
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33'
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VAR
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33'
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10'
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32'
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32'
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32'
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32'
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32'
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32'
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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40'
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40'
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40'
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33'
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33'
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33'
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7'
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7'
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7'
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17'
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17'
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17'
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20'
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20'
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20'
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7'
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7'
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7'
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105-17-003M
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105-22-001D
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105-08-004J
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105-20-057
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105-20-062
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5'
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5'
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5'
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25'x25' RW
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20'x20' RW
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12
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2
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4
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STA 125+84.78, -25.81 L MANHOLE
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STA 125+92.16, -36.15 L MANHOLE
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STA 126+24.11, 0.18 R MANHOLE
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STA 126+23.81, -34.93 L MANHOLE
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STA 126+38.27, -79.90 L MANHOLE
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STA 126+45.93, 15.91 R MANHOLE
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STA 128+16.78, 3.04 R MANHOLE
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STA 128+25.79, -9.46 L MANHOLE
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STA 124+02.04, -38.32 L POWER POLE
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STA 124+61.65, -40.92 L POWER POLE
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STA 125+95.94, -79.55 L POWER POLE
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STA 126+59.70, -57.83 L POWER POLE
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STA 126+90.80, -33.93 L POWER POLE
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STA 127+72.72, 41.32 R POWER POLE
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STA 128+06.46, -32.88 L POWER POLE
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STA 125+67.72, -10.27 L WATER VALVE
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STA 125+95.02, -7.18 L WATER VALVE
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STA 126+32.26, 39.96 R WATER VALVE
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STA 128+70.93, 9.60 R WATER VALVE
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STA 125+74.29, -50.09L TRAFFIC SIGNAL
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STA 125+93.56, 57.40R TRAFFIC SIGNAL
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STA 125+77.97, 40.19R TRAFFIC SIGNAL
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STA 125+94.50, 61.27 R POWER POLE
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STA 125+96.10, -71.91L TRAFFIC SIGNAL
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STA 126+59.17, -49.18L TRAFFIC SIGNAL
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STA 126+56.64, 60.46R TRAFFIC SIGNAL
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STA 126+74.18, 41.82R TRAFFIC SIGNAL
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STA 124+27.42, 50.27 R TREE
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STA 124+47.55, 53.38 R TREE
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STA 124+67.82, 50.35 R TREE
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STA 124+86.62, 53.32 R TREE
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STA 125+05.80, 51.73 R TREE
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STA 125+27.06, 52.90 R TREE
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STA 125+46.54, 49.97 R TREE
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STA 125+83.15, 64.58 R TREE
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STA 125+85.64, 73.91 R TREE
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STA 125+89.75, 77.77 R TREE
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STA 127+72.14, 33.37 R SIGN
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STA 126+50.85, -33.85 L GAS VALVE
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STA 126+51.09, -35.42 L GAS VALVE
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STA 125+61.71, 50.05 R SIGN
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STA 125+61.92, 47.34 R SIGN
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STA 124+80.83, -45.69 L SIGN
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STA 124+08.08, -41.49 L GUY WIRE
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STA 124+15.19, -41.62 L GUY WIRE
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STA 124+21.18, -40.73 L GUY WIRE
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STA 124+93.05, -71.06 L SIGN
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STA 124+95.29, -71.17 L SIGN
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STA 125+77.26, -50.46 L PEDESTAL
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STA 126+62.36, -49.31 L PEDESTAL
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STA 128+08.03, -39.23 L PEDESTAL
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STA 128+10.23, -39.66 L PEDESTAL
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STA 128+39.83, 38.35 R FIRE HYDRANT
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STA 127+21.19, -39.83 L MAIL BOX
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4'
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4'
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4'
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STA 124+67.70, 34.93 R CATCH BASIN
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TCE
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60'X15' TCE
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5'
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5'
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5'
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STA 125+61.44, -49.43 L FIRE HYDRANT
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11
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9
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M
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M
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P
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P
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1
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S
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P
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1
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6
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S
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6
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5
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P
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1
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7
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7
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1
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4
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4
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3
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2
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1
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1
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25
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10
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25
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10
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13
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10
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11
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2
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3
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4
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17
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17
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26
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20
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10
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20
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5'
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5'
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5'
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4'
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4'
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4'
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40'
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33'
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33'
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N00°44'05"W
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1316.71'
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49+00
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50+00
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S89°33'51"E
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1020.34'
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N00°13'03"E
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2626.95'
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124+00
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125+00
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126+00
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127+00
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128+00
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129+00
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6
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12
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10
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5'
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5'
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5'
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SEE APPROVED RID PLANS
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10'
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10'
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10'
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5'
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5'
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5'
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50'x3' TRANSIT ESMT
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EX
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12
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3
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3
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3
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BEG TAPER STA 127+57.72 OFF 32' RT
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BEG TAPER STA 127+58.00 OFF 32' LT
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792' TAPER
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350' TAPER
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8'x40'
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128+52.5
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41' RT
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5
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ELEC EQUIPMENT BY APS FORCES
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8
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4'
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4'
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4'
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P
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22
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P
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UGE CONVERSION BY SRP FORCES
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POLE & DOWN GUY BY APS FORCES
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P
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8'
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8'
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8'
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2
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NEW GAS LINE BY SWG FORCES
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UGE CONVERSION BY SRP FORCES
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POLE & DOWN GUY BY APS FORCES
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5
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"PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX."
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UTILITIES WITHIN THE PROJECT LIMITS.
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VERIFYING ELEVATIONS FOR ALL UNDERGROUND
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CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
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5'
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5'
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5'
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5'
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5'
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5'
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105-08-004K
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8
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40
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40
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IRRIGATION DISTRICT FACILITY. CONTRACTOR SHALL PROTECT IN PLACE AT ALL TIMES. CONTRACTOR SHALL CONTACT THE DISTRICT'S CONSTRUCTION OBSERVER AT (602)-284-7017 A MINIMUM OF 14 CALENDAR DAYS PRIOR TO ANY EXCAVATION IN THIS AREA. SEE SHEET 2 OF 58 FOR RID STANDARD NOTES.
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20
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P
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FENCE & SLIDE GATE
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P
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FENCE
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2
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2
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2
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2
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2
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3
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11
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3
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R
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R
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P
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2'
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2'
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2'
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1
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PROP GRADE @ CL
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EXIST GRADE @ CL
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0.33%
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-0.56%
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PROP GRADE @ RT CURB
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EXIST GRADE @ RT CURB
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PROP GRADE @ LT CURB
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EXIST GRADE @ LT CURB
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0.28%
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-0.52%
CITY OF PHOENIX, ARIZONA
STREET TRANSPORTATION DEPARTMENT
27TH AVENUE
LOWER BUCKEYE ROAD TO BUCKEYE ROAD
ST85100341
TY LIN INTERNATIONAL
. .
ARL
IROS
97284
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0
N
130+00 131+00 132+00 133+00129+00 134+00
PAVING PLAN AND PROFILE
27TH AVENUE
1048
NO. DESCRIPTION
REMOVALS
M
P
S SAWCUT AND MATCH EXISTING
PROTECT IN PLACE
MATCH EXISTING
NO. DESCRIPTION
CONSTRUCTION NOTES
NO. DESCRIPTION
REMOVALS BY OTHERS
UNIT QTY.
UNIT QTY.
UNIT QTY.
SY 3,398
1
SF 1,137
SF 1,579
5
4
3
2 LF 970
SF 3,290
CURB AND GUTTER PER MAG STD. DET. 220-1,
TYPE "A"
CONCRETE SIDEWALK PER COP STD DET P1230,
WIDTH PER PLAN
CONCRETE DRIVEWAY PER COP STD DET P1255-1
(9" THICK)
CONCRETE DRIVEWAY PER COP STD DET P1255-2
(9" THICK)
EA 2
10
ADJUST EXISTING WATER VALVE FRAME & COVER
PER COP STD DET P1391 & P1391-1
EA 2
12
ADJUST STORM SEWER MANHOLE FRAME &
COVER PER MAG STD DET 422
1
REMOVE EXISTING PAVEMENT
(STA 129+00 TO 134+00)
SY 2,867
2005
EXISTING PIPE, BACKFILL & COMPACT
(STA 129+00 TO 134+00)
LF
EA 1
4
RELOCATE WATER METER BOX PER COP STD DET
P1342 & P1363
CABLE TV/FO BOX, UTILITY MARKER TO BE
RELOCATED BY COX FORCES
EA 2
5
TELEPHONE PEDESTAL, UTILITY MARKER TO BE
RELOCATED BY CENTURY LINK FORCES
EA 1
19
NEW FIRE HYDRANT PER COP STD DET P1360.
REMOVE,SALVAGE & DELIVER TO CITY OF PHOENIX
YARD ALL EXISTING FIRE HYDRANT ASSEMBLIES.
EA 2
20
ADJUST UTILITY MANHOLE FRAME & COVER PER
UTILITY COMPANY DETAILS & SPECIFICATIONS
EA 6
21
LF 62
22
REMOVE AND RELOCATE EXISTING CHAIN LINK
FENCE TO RIGHT OF WAY
EA 1
23
REMOVE AND RELOCATE EXISTING MAIL BOX
TON 62
17
ASPHALT CONCRETE DRIVEWAY CONNECTION
(D 1/2), 3" THICK
NEW PAVEMENT PER TYPICAL SECTIONS ON
SHEETS 5-9. SEE SHEET 3 FOR QUANTITIES
2
33
REMOVE & RELOCATE EXISTING BOULDERS EA
10 235
EXISTING CONCRETE SAFETY CURB (STA 132+17
TO 132+23)
LF
EA 1
37
ADJUST EXISTING SEWER CLEANOUT PER COP
STD DET P1270
11316
REMOVE EXISTING BLOCK WALL AND FOOTING
(STA 131+65 TO 132+85)
LF
1
39
REMOVE AND RELOCATE EXISTING STEEL PIPE
SWING GATE GATE
EA
118
REMOVE EXISTING POST AND FOUNDATION
(STA 131+85)
EA
LF 420
14
SINGLE CURB PER MAG STD. DET. 222, TYPE "A"
EA 9
15
CURB TERMINATION PER MAG STD DET 222
120
REMOVE AND SALVAGE EXISTING OVERHEAD
SIGN STRUCTURE.
EA
LF 300
12
PIPE TO BE REMOVED BY RID FORCES
EA 1
13
TREE TO BE REMOVED BY RID FORCES
1048
10481048
1047
1049
1049
1047
1047
1049 1049
1050
1049
1050
1051
1049
1050
1051
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
CONN SIZEXLFNO. STATION TYPE
129+50, 36' RT
L=3'
ADOT
C-15.20
COP STD
DET
P1577
13
133+35, 25' LT
M-1 L=3'
P1569-1
COP STD
DET
P1577
14
133+52, 39' RT
L=3'
ADOT
C-15.20
COP STD
DET
P1577
15
15" X 28.0'
RGRCP CL IV
15" X 29.0'
RGRCP CL IV
15" X 32.0'
RGRCP CL IV
3,208
40
DECOMPOSED GRANITE,
3
8
" MINUS, STABILIZED,
2" THICK
SF
EA 1
42
REMOVE AND RELOCATE EXISTING MANUAL
ROLL/SLIDE CHAIN LINK GATE
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27TH AVENUE LOWER BUCKEYE ROAD TO BUCKEYE ROAD
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REVISION BY CITY OF PHOENIX
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AS
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BUILT
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OG
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9/18
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9/18
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REVISION BY CITY OF PHOENIX
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CONSULTING ENGINEER
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PROJ. NO.
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DR:
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REGION
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9
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F.H.W.A.
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STATE
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ARIZ.
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OG
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9/18
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T.Y.LIN INTERNATIONAL
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ST85100341
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engineers planners scientists
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.
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AS BUILT
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.
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.
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11/29/2018 2:56:19 PM
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Carlos Sanchez-Soria
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T:\Tempe\Projects\221880.00\600_CADD\05_Official\Sheets\ST85100341-006-Paving.dwg
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1
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/
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/
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1
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8
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2
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8
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City of Phoenix
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19R1
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TY Lin Half Scale.ctb
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1" = 20' HORIZONTAL
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1" = 2' VERTICAL
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0
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20
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20
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40
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60
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SCALE: 1" = 20'
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VERT: 1" = 2'
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"PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX."
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UTILITIES WITHIN THE PROJECT LIMITS.
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VERIFYING ELEVATIONS FOR ALL UNDERGROUND
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CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
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REVISED CATCH BASIN TYPE
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1
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CSS
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CSS
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11-18
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1
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1
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M
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S
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T
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TV
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TV
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M
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T
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TV
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M
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M
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TV
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MB
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M
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S
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SCO
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78" SD
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78" SD
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78" SD
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78" SD
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78" SD
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78" SD
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78" SD
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78" SD
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78" SD
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78" SD
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78" SD
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78" SD
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78" SD
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(ABND)
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(ABND)
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(ABND)
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(ABND)
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(ABND)
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(ABND)
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(ABND)
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(ABND)
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WM
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10'
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65'
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65'
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40'
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40'
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40'
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VARIES
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VARIES
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VARIES
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40'
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40'
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40'
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5'
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105-20-051E
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105-08-005E
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105-08-004C
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105-20-050B
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105-20-054
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105-20-053A
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105-20-055A
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105-20-055B
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105-08-004K
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105-20-057
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4'
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4'
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4'
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25'
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25'
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14
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13
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15
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4
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5
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STA 129+73.74, -36.05 L MANHOLE
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STA 131+22.59, 36.61 R MANHOLE
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STA 129+70.04, -78.38 L POWER POLE
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STA 129+63.92, -33.20 L POWER POLE
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STA 131+26.23, -32.56 L POWER POLE
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STA 131+66.50, 70.30 R POWER POLE
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STA 132+86.94, -32.43 L POWER POLE
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STA 133+17.90, -33.39 L POWER POLE
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STA 133+94.09, 19.29 R WATER VALVE
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STA 133+51.65, 51.20 R TREE
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STA 132+08.24, -37.21 L TREE
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STA 131+31.99, 28.67 R TREE
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STA 133+28.10, -36.55 L SIGN
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STA 132+78.01, 46.67 R SIGN
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STA 132+24.21, -35.38 L SIGN
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STA 132+26.71, -40.66 L SIGN
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STA 129+08.24, -39.42 L WATER METER
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STA 129+63.60, -34.25 L PEDESTAL
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STA 129+60.55, -37.97 L PEDESTAL
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STA 129+57.40, -32.98 L PEDESTAL
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STA 129+70.29, -59.28 L GUY WIRE
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STA 130+33.11, -32.32 L WATER METER
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STA 131+76.40, -27.93 L MANHOLE NOT FOUND
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STA 132+20.78, -34.40 L WATER METER
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STA 132+91.97, -29.70 L WATER METER
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STA 132+84.59, 25.27 R WATER METER
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STA 132+88.48, -36.25 L PEDESTAL
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STA 132+88.48, 19.37 R WATER VALVE NOT FOUND
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STA 132+88.57, 25.70 R FIRE HYDRANT
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STA 133+02.07, 32.34 R IRRIGATION BOX
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STA 133+01.43, 21.77 R SIGN
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STA 133+21.71, -29.95 L SCO
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STA 133+45.01, -30.38 L WATER METER
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50'X15' TCE
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50'X8' TCE
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TCE
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120'x20' TCE
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10'
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10'
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10'
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P
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P
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P
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P
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5
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5
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12
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2
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3
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10
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10
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21
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37
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22
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19
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21
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N00°44'05"W
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1316.71'
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129+00
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130+00
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131+00
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132+00
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133+00
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134+00
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17
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33
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33
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10
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P
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4'
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33'
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3
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39
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17
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S
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792' TAPER
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792' TAPER
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132+88.5
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38' RT
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132+85
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40.5' RT
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132+92
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31.5' LT
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133+45
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31.5' LT
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P
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4'
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792' TAPER
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3
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21
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18
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S
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NEW GAS LINE BY SWG FORCES
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TCE
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IRRIGATION DISTRICT FACILITY. CONTRACTOR SHALL PROTECT IN PLACE AT ALL TIMES. CONTRACTOR SHALL CONTACT THE DISTRICT'S CONSTRUCTION OBSERVER AT (602)-284-7017 A MINIMUM OF 14 CALENDAR DAYS PRIOR TO ANY EXCAVATION IN THIS AREA. SEE SHEET 2 OF 58 FOR RID STANDARD NOTES.
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P
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FENCE & SWING GATE
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P
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SLIDE GATE
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20
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S
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14
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42
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S
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SEE APPROVED RID PLANS
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15
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15
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15
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15
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1
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5'
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5'
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5'
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13
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12
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R
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R
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R
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PROP GRADE @ CL
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EXIST GRADE @ CL
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PROP GRADE @ LT CURB
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EXIST GRADE @ LT CURB
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PROP GRADE @ RT CURB
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EXIST GRADE @ RT CURB
CITY OF PHOENIX, ARIZONA
STREET TRANSPORTATION DEPARTMENT
27TH AVENUE
LOWER BUCKEYE ROAD TO BUCKEYE ROAD
ST85100341
TY LIN INTERNATIONAL
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140+00 141+00 142+00 143+00139+00 144+00
PAVING PLAN AND PROFILE
27TH AVENUE
1050
1052
NO. DESCRIPTION
REMOVALS
M
P
S SAWCUT AND MATCH EXISTING
PROTECT IN PLACE
MATCH EXISTING
NO. DESCRIPTION
CONSTRUCTION NOTES
NO. DESCRIPTION
REMOVALS BY OTHERS
2
UNIT QTY.
UNIT QTY.
UNIT QTY.
EA 369KV POWER POLE BY APS FORCES
SY 3,449
1
SF 375
4
3
2 LF 970
SF 3,603
CURB AND GUTTER PER MAG STD. DET. 220-1,
TYPE "A"
CONCRETE SIDEWALK PER COP STD DET P1230,
WIDTH PER PLAN
CONCRETE DRIVEWAY PER COP STD DET P1255-1
(9" THICK)
EA
EA
1
3
2
EA
11
12
10
ADJUST EXISTING WATER VALVE FRAME & COVER
PER COP STD DET P1391 & P1391-1
ADJUST STORM DRAIN MANHOLE FRAME &
COVER PER MAG STD DET 422
ADJUST STORM SEWER MANHOLE FRAME &
COVER PER MAG STD DET 422
333
9
SF
CONCRETE SIDEWALK RAMP PER DETAIL ON
SHEETS 10-11
EA 1
13
SURVEY MARKER PER MAG STD DET 120-1,
TYPE A
EA 2
4
CABLE TV/FO BOX, UTILITY MARKER TO BE
RELOCATED BY COX FORCES
EA 5
5
TELEPHONE PEDESTAL, UTILITY MARKER TO BE
RELOCATED BY CENTURY LINK FORCES
9
10
3
EXISTING IRRIGATION HEADWALL, BACKFILL &
COMPACT (STA 139+98 & 141+38)
EA
227
EXISTING CONCRETE SAFETY CURB (STA 141+80
TO 144+12)
LF
TON 6
17
ASPHALT CONCRETE DRIVEWAY CONNECTION
(D 1/2), 3" THICK
EA 2
20
ADJUST UTILITY MANHOLE FRAME & COVER PER
UTILITY COMPANY DETAILS & SPECIFICATIONS
NEW PAVEMENT PER TYPICAL SECTIONS ON
SHEETS 5-9. SEE SHEET 3 FOR QUANTITIES
1
REMOVE EXISTING PAVEMENT
(STA 139+00 TO 144+00)
SY 2,975
2253
EXISTING CONCRETE SIDEWALK
(STA 141+80 TO142+20 & 143+80 TO 143+96)
SF
202
EXISTING CONCRETE CURB & GUTTER
(STA 143+80 TO 144+00)
LF
1214
REMOVE EXISTING CONCRETE PAVERS (STA
142+85 TO 143+00)
EA
213
REMOVE EXISTING TREE, BACKFILL & COMPACT
(STA 139+10, 140+20)
EA
194
EXISTING CONCRETE DRIVEWAY
(STA 143+96 TO 144+00 )
SF
LF 10
14
SINGLE CURB PER MAG STD. DET. 222, TYPE "A"
EA 1
15
CURB TERMINATION PER MAG STD DET 222
SF 107
5
CONCRETE DRIVEWAY PER COP STD DET P1255-2
(9" THICK)
LF 583
12
PIPE TO BE REMOVED BY RID FORCES
2725
EXISTING PIPE, BACKFILL & COMPACT
(STA 139+25 TO 143+41)
LF
7221 LF
EXISTING CONCRETE ROLLED CURB & GUTTER
(STA 49+14 TO 49+60)
1050
1052
1050
1052
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
1051
1049
1051
1049
1051
1049
1051
1053
1051
1053
1051
1050
LF 169
22
REMOVE AND RELOCATE EXISTING CHAIN LINK
FENCE TO RIGHT OF WAY
400
26
SF
BUS SHELTER CONCRETE PAD PER COP STD DET
P1258 & P1260
61
27
REMOVE AND RELOCATE EXISTING ORNAMENTAL
IRON FENCE TO TRANSIT EASEMENT
LF
EA 4
43
SAFETY POST/BOLLARD PER MAG STD DET 140,
TYPE 1
LF 114
44
CHAIN LINK FENCE PER ADOT DETAIL C-12.20,
TYPE 2, H=6'
EA 1
45
CHAIN LINK GATE PER ADOT DETAIL C-12.20, (26'
WIDE DOUBLE SWING GATE, 72" HIGH, TYPE 2)
EA 1
46
CHAIN LINK GATE PER ADOT DETAIL C-12.20, (5'
WIDE SINGLE SWING GATE, 72" HIGH, TYPE 2)
40
50 LF
ROLL CURB AND GUTTER PER MAG STD. DET.
220-1, TYPE "C"
CONN SIZEXLFNO. STATION
STORM DRAIN NOTES
TYPE
140+05, 39' RT
M-1 L=6'
P1569-1
COP STD
DET
P1577
17
P1560 & MAG 522
18
1 EA140+20, 3'± RT
M-1 L=3'
P1569-1
COP STD
DET
P1560
19
140+20, 25' LT
15" X 34.0'
RGRCP CL IV
15" X 18.0'
RGRCP CL IV
2
29
CURB TRANSITION PER MAG STD. DET. 221 EA
18" RGRCP CLASS V, (PRIVATE IRRIGATION) SEE
SHEET 38
LF
36
CONCRETE BLOCK JUNCTION BOX PER MAG STD
DET 504 (3'X3')
EA
35
429
1
6,900
40
DECOMPOSED GRANITE,
3
8
" MINUS, STABILIZED,
2" THICK
SF
3
41
CONCRETE COLLAR PER COP STD DET P1505,
D=18" (NON-PAY ITEM)
EA
MATCH LINE STA 49+14
SEE SHEET 21A
PIMA STREET
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T.Y.LIN INTERNATIONAL
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ST85100341
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engineers planners scientists
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AS BUILT
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11/28/2018 1:44:11 PM
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Carlos Sanchez-Soria
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T:\Tempe\Projects\221880.00\600_CADD\05_Official\Sheets\ST85100341-006-Paving.dwg
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City of Phoenix
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21R1
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TY Lin Half Scale.ctb
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1" = 20' HORIZONTAL
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1" = 2' VERTICAL
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"PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX."
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UTILITIES WITHIN THE PROJECT LIMITS.
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VERIFYING ELEVATIONS FOR ALL UNDERGROUND
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CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
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CONTRACTOR TO LOCATE EXISTING SEWER SERVICES PRIOR TO EXCAVATION/INSTALLATION OF PRIVATE IRRIGATION PIPE.
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ZAYO FO IS NOW VISIBLE
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11-18
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105-08-032
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105-09-068C
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STA 139+27.12, 28.66 R MANHOLE
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STA 139+39.04, -11.47 L MANHOLE
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STA 139+68.48, 34.65 R MANHOLE
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STA 143+49.47, -11.13 L MANHOLE
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STA 143+65.50, 2.83 R MANHOLE
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STA 139+20.19, 30.51 R POWER POLE
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STA 139+21.53, -32.11 L POWER POLE
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STA 140+05.17, -31.60 L POWER POLE
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STA 143+79.02, -38.49 L POWER POLE
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STA 139+32.36, -44.30 L WATER VALVE
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STA 139+35.22, -35.69 L WATER VALVE
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STA 141+90.37, 19.17 R WATER VALVE
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STA 142+38.03, -52.47 L TREE
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STA 142+66.11, -53.19 L TREE
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STA 143+48.10, -61.07 L TREE
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STA 143+75.07, -61.65 L TREE
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STA 143+91.05, -22.26 L SIGN
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STA 141+96.30, 34.11 R SIGN
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STA 142+04.62, -38.45 L POWER POLE
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STA 140+86.34, -19.00 L SIGN
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STA 140+47.92, 34.13 R SIGN
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STA 139+11.76, -37.56 L PEDESTAL
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STA 139+09.66, -29.48 L PEDESTAL
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STA 139+20.35, -34.60 L ELECTRIC BOX
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STA 139+24.07, -37.43 L SIGN
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STA 139+24.25, -43.80 L FIRE HYDRANT
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STA 139+13.58, 46.53 R TREE
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STA 139+17.26, 39.28 R PEDESTAL
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STA 139+42.39, 28.86 R LIGHT POLE
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STA 140+17.77, -29.41 L TREE
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STA 140+44.90, -31.63 L GUY WIRE
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STA 142+84.80, -44.82 L IRRIGATION BOX
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STA 143+00.13, -46.07 L IRRIGATION BOX
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STA 143+83.07, 25.06 R WATER VALVE NOT FOUND
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STA 143+85.83, -30.09 L PEDESTAL
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219'X25' TCE
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50'x10' TCE
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P
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5'
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N00°44'05"W
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658.28'
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49+00
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50+00
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S89°19'55"E
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661.59'
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139+00
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140+00
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141+00
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33'
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EX RW ESMT
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35
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BEG TAPER STA 140+40.00 OFF 19' LT
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END TAPER STA 143+90.64 OFF 32' RT
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END TAPER STA 143+90.00 OFF 32' LT
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10'X40'
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BEG TAPER STA 140+40.60 OFF 39' RT
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6'
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6'
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6'
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P
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MATCH EXIST STA 142+29.63±OFF 40.34±
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4'±
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4'±
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4'±
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4'±
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4'±
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4'±
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4'±
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POLE BY APS FORCES
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10'
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IRRIGATION DISTRICT FACILITY. CONTRACTOR SHALL PROTECT IN PLACE AT ALL TIMES. CONTRACTOR SHALL CONTACT THE DISTRICT'S CONSTRUCTION OBSERVER AT (602)-284-7017 A MINIMUM OF 14 CALENDAR DAYS PRIOR TO ANY EXCAVATION IN THIS AREA. SEE SHEET 2 OF 58 FOR RID STANDARD NOTES.
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5'
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SWING GATE
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FENCE
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10'
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SEE APPROVED RID PLANS
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STA 139+43.66
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3
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2
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21
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25'
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25'
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R
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R
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ANGLE POINT STA 140+59.97 OFF 25.40' LT
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9
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P
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50
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21
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PROP GRADE @ CL
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EXIST GRADE @ CL
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-1.50%
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0.92%
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PROP GRADE @ LT CURB
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EXIST GRADE @ LT CURB
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PROP GRADE @ RT CURB
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EXIST GRADE @ RT CURB
CITY OF PHOENIX, ARIZONA
STREET TRANSPORTATION DEPARTMENT
27TH AVENUE
LOWER BUCKEYE ROAD TO BUCKEYE ROAD
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1050
1052
1054
NO. DESCRIPTION
REMOVALS
M
P
S SAWCUT AND MATCH EXISTING
PROTECT IN PLACE
MATCH EXISTING
NO. DESCRIPTION
CONSTRUCTION NOTES
UNIT QTY.
UNIT QTY.
CONN SIZEXLFNO. STATION
STORM DRAIN NOTES
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DET
P1577
20
146+55, 33' RT
M-1 L=3'
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-
21
1
REMOVE EXISTING PAVEMENT
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SY 3,679
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2582
3
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TO 147+39 & 148+47 TO 148+98)
LF
EXISTING CONCRETE SIDEWALK
(STA 144+06 TO 144+14, 144+62 TO 144+68 &
146+48 TO 146+60)
SF
SY 3,411
1
SF 1,817
4
3
2 LF 361
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TYPE "A"
CONCRETE SIDEWALK PER COP STD DET P1230,
WIDTH PER PLAN
CONCRETE DRIVEWAY PER COP STD DET P1255-1
(9" THICK)
141
6
SFCONCRETE DRIVEWAY PER COP STD DET P1255-3
EA 3
10
ADJUST EXISTING WATER VALVE FRAME & COVER
PER COP STD DET P1391 & P1391-1
EA 1
13
SURVEY MARKER PER MAG STD DET 120-1,
TYPE A
TON 27
17
ASPHALT CONCRETE DRIVEWAY CONNECTION
(D 1/2), 3" THICK
EA 2
20
ADJUST UTILITY MANHOLE FRAME & COVER PER
UTILITY COMPANY DETAILS & SPECIFICATIONS
LF 156
24
REMOVE AND RELOCATE EXISTING ORNAMENTAL
IRON FENCE AND TO RIGHT OF WAY
LF 29
14
SINGLE CURB PER MAG STD. DET. 222, TYPE "A"
NEW PAVEMENT PER TYPICAL SECTIONS ON
SHEETS 5-9. SEE SHEET 3 FOR QUANTITIES
1 EA146+55, 3'± RT
P1560 & MAG 423 & 522
22
EA 2
23
REMOVE AND RELOCATE EXISTING MAIL BOX
62
9
SF
CONCRETE SIDEWALK RAMP PER DETAIL ON
SHEETS 10-11
4311
EXISTING CONCRETE SINGLE CURB (STA 145+75
TO 145+80)
LF
15" X 34.0'
RGRCP CL IV
15" X 26.0'
RGRCP CL IV
7524
EXISTING CONCRETE DRIVEWAY
(STA 144+00 TO 144+62, 146+99 TO 147+39 &
148+48 TO 148+98)
SF
EA 5
15
CURB TERMINATION PER MAG STD DET 222
NO. DESCRIPTION
REMOVALS BY OTHERS
UNIT QTY.
EA 1
10
DOWN GUY BY APS FORCES
681
40
DECOMPOSED GRANITE,
3
8
" MINUS, STABILIZED,
2" THICK
SF
EA 1
48
REMOVE AND RELOCATE EXISTING MOTORIZED
SLIDE WROUGHT IRON GATE
EA 1
49
REMOVE AND RELOCATE EXISTING MANUAL
ROLL/SLIDE WROUGHT IRON GATE
LF 500
12
PIPE TO BE REMOVED BY RID FORCES
1056
1052
1054
1056
1050
1052
1054
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
1055
1055
1055
1051
1053
1051
1051
YUMA STREET
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T.Y.LIN INTERNATIONAL
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ST85100341
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engineers planners scientists
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AS BUILT
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11/28/2018 1:44:41 PM
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Carlos Sanchez-Soria
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T:\Tempe\Projects\221880.00\600_CADD\05_Official\Sheets\ST85100341-006-Paving.dwg
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City of Phoenix
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22R1
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"PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX."
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UTILITIES WITHIN THE PROJECT LIMITS.
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VERIFYING ELEVATIONS FOR ALL UNDERGROUND
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CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
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ZAYO FO IS NOW VISIBLE
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STA 145+47.29, -18.01 L MANHOLE
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STA 145+65.49, -38.72 L POWER POLE
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STA 147+68.84, -38.61 L POWER POLE
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STA 148+02.99, 49.01 R POWER POLE
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STA 145+96.91, -33.85 L WATER VALVE
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STA 145+97.50, -37.92 L WATER VALVE
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STA 146+36.86, 21.85 R WATER VALVE
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STA 147+79.73, -39.00 L SIGN
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STA 146+89.15, -38.81 L SIGN
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STA 146+55.86, 38.67 R SIGN
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STA 146+45.46, -38.40 L SIGN
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STA 145+66.81, 38.73 R SIGN
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STA 145+82.68, -42.72 L SIGN
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STA 144+79.72, 37.68 R SIGN
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STA 145+34.62, 39.42 R MANHOLE NOT FOUND
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STA 145+73.33, 26.75 R MANHOLE NOT FOUND
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STA 145+56.76, -38.82 L PEDESTAL
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STA 145+61.63, -38.38 L PEDESTAL
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STA 145+63.92, -38.89 L PEDESTAL
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STA 146+30.95, 46.25 R PEDESTAL
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STA 146+28.60, 46.22 R PEDESTAL
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STA 146+27.61, 40.99R TRAFFIC SIGNAL
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STA 146+25.28, 40.74 R ELECTRIC BOX
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STA 146+31.41, 48.74 R BFP
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STA 146+30.25, 48.69 R BFP
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STA 146+37.20, 38.25 R FIRE HYDRANT
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STA 146+28.26, -68.29 L LIGHT POLE
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STA 146+29.85, -57.28 L ELECTRIC BOX
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STA 146+28.48, -52.16 L ELECTRIC BOX
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STA 146+30.10, -42.51L TRAFFIC SIGNAL
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STA 147+76.18, -38.65 L PEDESTAL
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STA 148+14.32, 23.66 R WATER VALVE NOT FOUND
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STA 148+33.83, -38.50 L WATER METER
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55'X10' TCE
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45'X15' TCE
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80'x15' TCE
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50'x10' TCE
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50'x10' TCE
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60'x15' TCE
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P
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N00°44'05"W
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658.40'
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49+00
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50+00
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S89°08'59"E
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660.54'
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N00°44'05"W
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658.28'
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144+00
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EX
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MATCH EXIST STA 145+60.36 OFF 32'± LT
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FUTURE WATERLINE PROJECT (INSTALLED BY OTHERS). PROJECT NO. WS85509021
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IRRIGATION DISTRICT FACILITY. CONTRACTOR SHALL PROTECT IN PLACE AT ALL TIMES. CONTRACTOR SHALL CONTACT THE DISTRICT'S CONSTRUCTION OBSERVER AT (602)-284-7017 A MINIMUM OF 14 CALENDAR DAYS PRIOR TO ANY EXCAVATION IN THIS AREA. SEE SHEET 2 OF 58 FOR RID STANDARD NOTES.
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SWING GATE
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SLIDE GATE
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SWING GATE
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SLIDE GATE
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SEE APPROVED RID PLANS
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15
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49
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STA 146+01.94
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PROP GRADE @ CL
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PROP GRADE @ LT CURB
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EXIST GRADE @ RT CURB
CITY OF PHOENIX, ARIZONA
STREET TRANSPORTATION DEPARTMENT
27TH AVENUE
LOWER BUCKEYE ROAD TO BUCKEYE ROAD
ST85100341
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1056
1054
NO. DESCRIPTION
REMOVALS
M
P
S SAWCUT AND MATCH EXISTING
PROTECT IN PLACE
MATCH EXISTING
NO. DESCRIPTION
CONSTRUCTION NOTES
UNIT QTY.
UNIT QTY.
SY 2,211
1
3
2 LF 314
SF 564
CURB AND GUTTER PER MAG STD. DET. 220-1,
TYPE "A"
CONCRETE SIDEWALK PER COP STD DET P1230,
WIDTH PER PLAN
1
REMOVE EXISTING PAVEMENT
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SY 2,294
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EXISTING CONCRETE CURB & GUTTER
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LF
280
26
SF
BUS SHELTER CONCRETE PAD PER COP STD DET
P1258 & P1260
SF 1,266
4
CONCRETE DRIVEWAY PER COP STD DET P1255-1
(9" THICK)
TON 15
17
ASPHALT CONCRETE DRIVEWAY CONNECTION
(D 1/2), 3" THICK
LF 81
14
SINGLE CURB PER MAG STD. DET. 222, TYPE "A"
NEW PAVEMENT PER TYPICAL SECTIONS ON
SHEETS 5-9. SEE SHEET 3 FOR QUANTITIES
EA 4
10
ADJUST EXISTING WATER VALVE FRAME & COVER
PER COP STD DET P1391 & P1391-1
EA 1
12
ADJUST STORM SEWER MANHOLE FRAME &
COVER PER MAG STD DET 422
SY 98
16
CONCRETE DRIVEWAY CONNECTION (CLASS "A"),
9" THICK
NO. DESCRIPTION
REMOVALS BY OTHERS
UNIT QTY.
EA 1
5
TELEPHONE PEDESTAL, UTILITY MARKER TO BE
RELOCATED BY CENTURY LINK FORCES
15
34
BRICK & MORTAR RETAINING WALL (MATCH
EXISTING)
LF
2,7374
EXISTING CONCRETE DRIVEWAY
(STA 149+50 TO 150+93 RT, 149+64 TO 152+04 LT)
SF
1915
REMOVE EXISTING BRICK & MORTAR RETAINING
WALL AND FOOTING (STA150+12 TO 150+16,
150+60 TO 150+68)
LF
EA 3
15
CURB TERMINATION PER MAG STD DET 222
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EXISTING CONCRETE SINGLE CURB (STA 151+05)
LF
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24
REMOVE AND RELOCATE EXISTING ORNAMENTAL
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EA 1
20
ADJUST UTILITY MANHOLE FRAME & COVER PER
UTILITY COMPANY DETAILS & SPECIFICATIONS
118
40
DECOMPOSED GRANITE,
3
8
" MINUS, STABILIZED,
2" THICK
SF
743
EXISTING CONCRETE SIDEWALK
(STA 144+06 TO 144+14, 144+62 TO 144+68 &
146+48 TO 146+60)
SF
LF 300
12
PIPE TO BE REMOVED BY RID FORCES
SF 60
38
TRUNCATED DOMES PER COP STD DET P1232
173
8
SF
ADDITIONAL SIDEWALK PER COP STD DET P1233,
NOTES 2 & 5 AND DETAIL ON SHEET 11A
1060
1058
1056
1054
1060
1058
1056
1054
1059
1059
1057
1056
1055
1055
1055
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
BUCKEYE ROAD
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27TH AVENUE LOWER BUCKEYE ROAD TO BUCKEYE ROAD
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REVISION BY CITY OF PHOENIX
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AS
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REVISION BY CITY OF PHOENIX
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CONSULTING ENGINEER
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PROJ. NO.
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REGION
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9
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F.H.W.A.
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DES:
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STATE
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ARIZ.
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OG
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9/18
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T.Y.LIN INTERNATIONAL
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ST85100341
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engineers planners scientists
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.
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AS BUILT
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"PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX."
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UTILITIES WITHIN THE PROJECT LIMITS.
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VERIFYING ELEVATIONS FOR ALL UNDERGROUND
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CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
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.
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.
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11/28/2018 1:45:11 PM
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Carlos Sanchez-Soria
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T:\Tempe\Projects\221880.00\600_CADD\05_Official\Sheets\ST85100341-006-Paving.dwg
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City of Phoenix
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23R1
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1" = 20' HORIZONTAL
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ZAYO FO AND APS UGE
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CSS
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ARE NOW VISIBLE
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105-09-067
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STA 150+13.03, -5.84 L MANHOLE
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STA 152+49.27, -24.35 L MANHOLE
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STA 152+78.68, -6.53 L MANHOLE
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STA 153+12.23, 24.93 R MANHOLE
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STA 149+60.04, -38.69 L POWER POLE
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STA 151+00.68, -38.88 L POWER POLE
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STA 152+31.59, -80.55 L POWER POLE
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STA 152+31.07, -78.08 L POWER POLE
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STA 153+65.53, -39.17 L POWER POLE
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STA 149+44.66, -30.66 L WATER VALVE
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STA 149+49.08, -27.43 L WATER VALVE
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STA 152+01.04, -24.76 L WATER VALVE
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STA 152+12.45, -26.66 L WATER VALVE
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STA 152+26.37, 35.92 R WATER VALVE
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STA 152+28.11, -35.36 L WATER VALVE
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STA 152+29.38, -39.24 L WATER VALVE
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STA 152+73.96, -28.20 L WATER VALVE
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STA 152+72.23, 13.06 R WATER VALVE
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STA 152+81.52, 32.19 R WATER VALVE
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STA 152+06.61, -38.05L TRAFFIC SIGNAL
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STA 152+25.21, -54.74L TRAFFIC SIGNAL
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STA 153+02.57, 57.61R TRAFFIC SIGNAL
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STA 153+15.28, 42.64R TRAFFIC SIGNAL
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STA 153+08.06, -55.34L TRAFFIC SIGNAL
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STA 153+21.50, 80.85 R TREE
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STA 153+34.89, 64.92 R TREE
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STA 153+47.09, 50.84 R TREE
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STA 152+21.95, -24.77 L GAS VALVE
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STA 151+02.10, -38.69 L SIGN
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STA 149+53.50, -38.48 L SIGN
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STA 149+28.94, 37.86 R SIGN
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STA 149+44.74, -38.67 L FIRE HYDRANT
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STA 150+17.74, -39.04 L WATER METER
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STA 150+94.19, 39.09 R PEDESTAL
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STA 152+01.44, -38.69 L FIRE HYDRANT
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STA 152+06.87, -49.79 L SIGN
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STA 152+28.12, -28.69 L WATERR VALVE
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STA 152+20.34, -48.64 L FIRE HYDRANT
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STA 152+30.85, -66.84 L GUY WIRE
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STA 152+30.70, -73.47 L WATER METER
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STA 153+15.65, -42.90 L ELECTRIC BOX
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STA 153+28.86, -39.71 L IRRIGATION BOX
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STA 153+35.64, -37.84 L FIRE HYDRANT
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STA 153+41.27, -38.05 L SIGN
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STA 153+21.55, 40.56 R PEDESTAL
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STA 153+06.51, 56.64 R ELECTRIC BOX
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50'x10' TCE
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70'x10' TCE
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P
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2
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4
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2
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2
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4
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4
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2
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4
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2
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4
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34
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12
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10
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4
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2
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2
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26
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17
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1
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1
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1
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1
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16
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16
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P
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P
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2639.42'
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499+00
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500+00
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501+00
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N01°13'26"W
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2581.66'
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N00°44'05"W
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658.40'
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149+00
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150+00
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151+00
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152+00
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153+00
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154+00
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S89°38'34"E
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2640.15'
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S89°00'07"E
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M
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M
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2
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2
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34
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3
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10
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15'
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15'
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15'
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3
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3
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P
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3
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5'
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4
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4
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17
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4
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4
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3
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3
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3
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3
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ELEC EQUIPMENT BY APS FORCES
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EX
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2
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1
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1
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15
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15
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14'X20'
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MEMORIAL
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FUTURE WATERLINE PROJECT (INSTALLED BY OTHERS). PROJECT NO. WS85509021
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5
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14
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15
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11
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14
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15
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14
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POLE BY APS FORCES
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15
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POLE BY APS FORCES
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24
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24
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P
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40
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17
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20
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IRRIGATION DISTRICT FACILITY. CONTRACTOR SHALL PROTECT IN PLACE AT ALL TIMES. CONTRACTOR SHALL CONTACT THE DISTRICT'S CONSTRUCTION OBSERVER AT (602)-284-7017 A MINIMUM OF 14 CALENDAR DAYS PRIOR TO ANY EXCAVATION IN THIS AREA. SEE SHEET 2 OF 58 FOR RID STANDARD NOTES.
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49
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4
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1
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SEE APPROVED RID PLANS
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2
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3
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12
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8
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38
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38
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38
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5
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P
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SEE APPROVED APS PLANS
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R
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8
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8
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8
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PROP GRADE @ CL
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EXIST GRADE @ CL
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EXIST GRADE @ RT CURB
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PROP GRADE @ LT CURB
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EXIST GRADE @ LT CURB
CITY OF PHOENIX, ARIZONA
STREET TRANSPORTATION DEPARTMENT
27TH AVENUE
LOWER BUCKEYE ROAD TO BUCKEYE ROAD
ST85100341
TY LIN INTERNATIONAL
. .
Call at least two full working days
before you begin excavation.
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In Maricopa County: (602) 263-1100
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DRIVEWAY PROFILE SHEETS
DWY @ STA 131+49.65 - LT
1050
1055
1045
DWY @ STA 131+50.12 - RT
DWY @ STA 132+19.44 - RT
DWY @ STA 132+59.06 - LT
1050
1055
1045
1050
1055
1045
1050
1055
1045
1050
1055
1045
1050
1055
1045
1050
1055
1045
1050
1055
1045
AutoCAD SHX Text
27TH AVENUE LOWER BUCKEYE ROAD TO BUCKEYE ROAD
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
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DESCRIPTION
AutoCAD SHX Text
REV BY
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CKD BY
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DATE
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
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DESCRIPTION
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REV BY
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CKD BY
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DATE
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DR:
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DATE:
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DES:
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DATE:
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CK:
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DATE:
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SHEET
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NO:
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TOTAL
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SHEETS
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AS
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BUILT
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SCALE:
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OG
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9/18
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CSS
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9/18
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CSS
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9/18
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63
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REVISION BY CITY OF PHOENIX
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NO.
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DESCRIPTION
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REV BY
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CKD BY
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DATE
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NO.
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CK:
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TOTAL
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DATE:
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CONSULTING ENGINEER
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PROJ. NO.
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DR:
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REGION
AutoCAD SHX Text
9
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F.H.W.A.
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DES:
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STATE
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ARIZ.
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CSS
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OG
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
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T.Y.LIN INTERNATIONAL
AutoCAD SHX Text
ST85100341
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engineers planners scientists
AutoCAD SHX Text
.
AutoCAD SHX Text
AS BUILT
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"PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX."
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UTILITIES WITHIN THE PROJECT LIMITS.
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VERIFYING ELEVATIONS FOR ALL UNDERGROUND
AutoCAD SHX Text
CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
11/28/2018 1:36:05 PM
AutoCAD SHX Text
Carlos Sanchez-Soria
AutoCAD SHX Text
T:\Tempe\Projects\221880.00\600_CADD\05_Official\Sheets\ST85100341-007-Driveways.dwg
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1
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/
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/
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1
AutoCAD SHX Text
8
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2
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8
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1
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26R1
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TY Lin Half Scale.ctb
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1" = 5' HORIZONTAL
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1" = 5' VERTICAL
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SEE PAVING SHEET 19
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SEE PAVING SHEET 19
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SEE PAVING SHEET 19
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SEE PAVING SHEET 19
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VERT: 1" = 5'
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0
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5
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5
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10
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15
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SCALE: 1" = 5'
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DETACHED SIDEWALK DRIVEWAY
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DETACHED SIDEWALK DRIVEWAY
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ATTACHED SIDEWALK DRIVEWAY
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ATTACHED SIDEWALK DRIVEWAY
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FIXED TEXT OVERLAP
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1
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CSS
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CSS
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11-18
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65'
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65'
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65'
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PROPOSED GRADE AT DWY CL
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EXISTING GRADE AT DWY CL
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40'
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40'
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40'
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5'
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5'
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5'
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20'
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20'
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20'
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PROPOSED GRADE AT DWY CL
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EXISTING GRADE AT DWY CL
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40'
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40'
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40'
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5'
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5'
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5'
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PROPOSED GRADE AT DWY CL
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EXISTING GRADE AT DWY CL
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20'
AutoCAD SHX Text
20'
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20'
AutoCAD SHX Text
40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
10'
AutoCAD SHX Text
10'
AutoCAD SHX Text
10'
AutoCAD SHX Text
PROPOSED GRADE AT DWY CL
AutoCAD SHX Text
EXISTING GRADE AT DWY CL
CITY OF PHOENIX, ARIZONA
STREET TRANSPORTATION DEPARTMENT
27TH AVENUE
LOWER BUCKEYE ROAD TO BUCKEYE ROAD
ST85100341
TY LIN INTERNATIONAL
. .
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
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97284
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DRIVEWAY PROFILE SHEETS
DWY @ STA 133+69.21 - LT
1050
1055
1045
DWY @ STA 134+19.10 - LT
DWY @ STA 134+67.09 - LT
DWY @ STA 135+83.50 - LT
1050
1055
1045
1050
1055
1045
1050
1055
1045
1050
1055
1045
1050
1055
1045
1050
1055
1045
1050
1055
1045
AutoCAD SHX Text
27TH AVENUE LOWER BUCKEYE ROAD TO BUCKEYE ROAD
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
AutoCAD SHX Text
CKD BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
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CKD BY
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DATE
AutoCAD SHX Text
DR:
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DATE:
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DES:
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DATE:
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CK:
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DATE:
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SHEET
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NO:
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TOTAL
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SHEETS
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AS
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BUILT
AutoCAD SHX Text
SCALE:
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OG
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9/18
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CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
63
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
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CKD BY
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DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
CK:
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
CONSULTING ENGINEER
AutoCAD SHX Text
PROJ. NO.
AutoCAD SHX Text
DR:
AutoCAD SHX Text
REGION
AutoCAD SHX Text
9
AutoCAD SHX Text
F.H.W.A.
AutoCAD SHX Text
DES:
AutoCAD SHX Text
STATE
AutoCAD SHX Text
ARIZ.
AutoCAD SHX Text
CSS
AutoCAD SHX Text
OG
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
T.Y.LIN INTERNATIONAL
AutoCAD SHX Text
ST85100341
AutoCAD SHX Text
engineers planners scientists
AutoCAD SHX Text
.
AutoCAD SHX Text
AS BUILT
AutoCAD SHX Text
"PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX."
AutoCAD SHX Text
UTILITIES WITHIN THE PROJECT LIMITS.
AutoCAD SHX Text
VERIFYING ELEVATIONS FOR ALL UNDERGROUND
AutoCAD SHX Text
CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
11/28/2018 1:36:27 PM
AutoCAD SHX Text
Carlos Sanchez-Soria
AutoCAD SHX Text
T:\Tempe\Projects\221880.00\600_CADD\05_Official\Sheets\ST85100341-007-Driveways.dwg
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1
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/
AutoCAD SHX Text
/
AutoCAD SHX Text
1
AutoCAD SHX Text
8
AutoCAD SHX Text
2
AutoCAD SHX Text
8
AutoCAD SHX Text
1
AutoCAD SHX Text
27R1
AutoCAD SHX Text
TY Lin Half Scale.ctb
AutoCAD SHX Text
1" = 5' HORIZONTAL
AutoCAD SHX Text
1" = 5' VERTICAL
AutoCAD SHX Text
SEE PAVING SHEET 20
AutoCAD SHX Text
SEE PAVING SHEET 20
AutoCAD SHX Text
SEE PAVING SHEET 20
AutoCAD SHX Text
SEE PAVING SHEET 20
AutoCAD SHX Text
VERT: 1" = 5'
AutoCAD SHX Text
0
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
10
AutoCAD SHX Text
15
AutoCAD SHX Text
SCALE: 1" = 5'
AutoCAD SHX Text
ATTACHED SIDEWALK DRIVEWAY
AutoCAD SHX Text
DETACHED SIDEWALK DRIVEWAY
AutoCAD SHX Text
ATTACHED SIDEWALK DRIVEWAY
AutoCAD SHX Text
ATTACHED SIDEWALK DRIVEWAY
AutoCAD SHX Text
FIXED TEXT OVERLAP
AutoCAD SHX Text
1
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CSS
AutoCAD SHX Text
CSS
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11-18
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40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
25'
AutoCAD SHX Text
25'
AutoCAD SHX Text
25'
AutoCAD SHX Text
PROPOSED GRADE AT DWY CL
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EXISTING GRADE AT DWY CL
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40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
25'
AutoCAD SHX Text
25'
AutoCAD SHX Text
25'
AutoCAD SHX Text
PROPOSED GRADE AT DWY CL
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EXISTING GRADE AT DWY CL
AutoCAD SHX Text
40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
PROPOSED GRADE AT DWY CL
AutoCAD SHX Text
EXISTING GRADE AT DWY CL
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25'
AutoCAD SHX Text
25'
AutoCAD SHX Text
25'
AutoCAD SHX Text
33'
AutoCAD SHX Text
33'
AutoCAD SHX Text
33'
AutoCAD SHX Text
5'
AutoCAD SHX Text
5'
AutoCAD SHX Text
5'
AutoCAD SHX Text
15'
AutoCAD SHX Text
15'
AutoCAD SHX Text
15'
AutoCAD SHX Text
PROPOSED GRADE AT DWY CL
AutoCAD SHX Text
EXISTING GRADE AT DWY CL
CITY OF PHOENIX, ARIZONA
STREET TRANSPORTATION DEPARTMENT
27TH AVENUE
LOWER BUCKEYE ROAD TO BUCKEYE ROAD
ST85100341
TY LIN INTERNATIONAL
. .
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
ARL
IROS
97284
OC SANCS HEZ
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DRIVEWAY PROFILE SHEETS
DWY @ STA 135+91.50 - RT
1050
1055
1045
DWY @ STA 136+59 - LT
DWY @ STA 136+69.50 - RT
DWY @ STA 137+29.50 - LT
1050
1055
1045
1050
1055
1060
1050
1055
1045
1050
1055
1045
1050
1055
1060
1050
1055
1045
1050
1055
1045
AutoCAD SHX Text
27TH AVENUE LOWER BUCKEYE ROAD TO BUCKEYE ROAD
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
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DESCRIPTION
AutoCAD SHX Text
REV BY
AutoCAD SHX Text
CKD BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
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DESCRIPTION
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REV BY
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CKD BY
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DATE
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DR:
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DATE:
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DES:
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DATE:
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CK:
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DATE:
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SHEET
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NO:
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TOTAL
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SHEETS
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AS
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BUILT
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SCALE:
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OG
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9/18
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CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
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63
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
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DESCRIPTION
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REV BY
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CKD BY
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DATE
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NO.
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CK:
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TOTAL
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DATE:
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CONSULTING ENGINEER
AutoCAD SHX Text
PROJ. NO.
AutoCAD SHX Text
DR:
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REGION
AutoCAD SHX Text
9
AutoCAD SHX Text
F.H.W.A.
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DES:
AutoCAD SHX Text
STATE
AutoCAD SHX Text
ARIZ.
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CSS
AutoCAD SHX Text
OG
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
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T.Y.LIN INTERNATIONAL
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ST85100341
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engineers planners scientists
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.
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AS BUILT
AutoCAD SHX Text
"PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX."
AutoCAD SHX Text
UTILITIES WITHIN THE PROJECT LIMITS.
AutoCAD SHX Text
VERIFYING ELEVATIONS FOR ALL UNDERGROUND
AutoCAD SHX Text
CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
11/28/2018 1:36:47 PM
AutoCAD SHX Text
Carlos Sanchez-Soria
AutoCAD SHX Text
T:\Tempe\Projects\221880.00\600_CADD\05_Official\Sheets\ST85100341-007-Driveways.dwg
AutoCAD SHX Text
1
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/
AutoCAD SHX Text
/
AutoCAD SHX Text
1
AutoCAD SHX Text
8
AutoCAD SHX Text
2
AutoCAD SHX Text
8
AutoCAD SHX Text
1
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28R1
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TY Lin Half Scale.ctb
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1" = 5' HORIZONTAL
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1" = 5' VERTICAL
AutoCAD SHX Text
SEE PAVING SHEET 20
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SEE PAVING SHEET 20
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SEE PAVING SHEET 20
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SEE PAVING SHEET 20
AutoCAD SHX Text
VERT: 1" = 5'
AutoCAD SHX Text
0
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
10
AutoCAD SHX Text
15
AutoCAD SHX Text
SCALE: 1" = 5'
AutoCAD SHX Text
ATTACHED SIDEWALK DRIVEWAY
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ATTACHED SIDEWALK DRIVEWAY
AutoCAD SHX Text
ATTACHED SIDEWALK DRIVEWAY
AutoCAD SHX Text
ATTACHED SIDEWALK DRIVEWAY
AutoCAD SHX Text
FIXED TEXT OVERLAP
AutoCAD SHX Text
1
AutoCAD SHX Text
CSS
AutoCAD SHX Text
CSS
AutoCAD SHX Text
11-18
AutoCAD SHX Text
40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
PROPOSED GRADE AT DWY CL
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EXISTING GRADE AT DWY CL
AutoCAD SHX Text
10'
AutoCAD SHX Text
10'
AutoCAD SHX Text
10'
AutoCAD SHX Text
15'
AutoCAD SHX Text
15'
AutoCAD SHX Text
15'
AutoCAD SHX Text
PROPOSED GRADE AT DWY CL
AutoCAD SHX Text
EXISTING GRADE AT DWY CL
AutoCAD SHX Text
40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
10'
AutoCAD SHX Text
10'
AutoCAD SHX Text
10'
AutoCAD SHX Text
PROPOSED GRADE AT DWY CL
AutoCAD SHX Text
EXISTING GRADE AT DWY CL
AutoCAD SHX Text
15'
AutoCAD SHX Text
15'
AutoCAD SHX Text
15'
AutoCAD SHX Text
33'
AutoCAD SHX Text
33'
AutoCAD SHX Text
33'
AutoCAD SHX Text
7'
AutoCAD SHX Text
7'
AutoCAD SHX Text
7'
AutoCAD SHX Text
PROPOSED GRADE AT DWY CL
AutoCAD SHX Text
EXISTING GRADE AT DWY CL
CITY OF PHOENIX, ARIZONA
STREET TRANSPORTATION DEPARTMENT
27TH AVENUE
LOWER BUCKEYE ROAD TO BUCKEYE ROAD
ST85100341
TY LIN INTERNATIONAL
. .
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
ARL
IROS
97284
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DRIVEWAY PROFILE SHEETS
DWY @ STA 138+69.50 - RT
1050
1055
1045
DWY @ STA 138+96.04 - LT
DWY @ STA 141+67.42 - LT
DWY @ STA 144+28 - LT
1050
1055
1045
1050
1055
1045
1055
1060
1050
1050
1055
1045
1055
1060
1050
1050
1055
1045
1050
1055
1045
AutoCAD SHX Text
27TH AVENUE LOWER BUCKEYE ROAD TO BUCKEYE ROAD
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
AutoCAD SHX Text
CKD BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
AutoCAD SHX Text
CKD BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DR:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DES:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
CK:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NO:
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TOTAL
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SHEETS
AutoCAD SHX Text
AS
AutoCAD SHX Text
BUILT
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
OG
AutoCAD SHX Text
9/18
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
63
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
AutoCAD SHX Text
CKD BY
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DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
CK:
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
CONSULTING ENGINEER
AutoCAD SHX Text
PROJ. NO.
AutoCAD SHX Text
DR:
AutoCAD SHX Text
REGION
AutoCAD SHX Text
9
AutoCAD SHX Text
F.H.W.A.
AutoCAD SHX Text
DES:
AutoCAD SHX Text
STATE
AutoCAD SHX Text
ARIZ.
AutoCAD SHX Text
CSS
AutoCAD SHX Text
OG
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
T.Y.LIN INTERNATIONAL
AutoCAD SHX Text
ST85100341
AutoCAD SHX Text
engineers planners scientists
AutoCAD SHX Text
.
AutoCAD SHX Text
AS BUILT
AutoCAD SHX Text
"PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX."
AutoCAD SHX Text
UTILITIES WITHIN THE PROJECT LIMITS.
AutoCAD SHX Text
VERIFYING ELEVATIONS FOR ALL UNDERGROUND
AutoCAD SHX Text
CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
11/28/2018 1:37:07 PM
AutoCAD SHX Text
Carlos Sanchez-Soria
AutoCAD SHX Text
T:\Tempe\Projects\221880.00\600_CADD\05_Official\Sheets\ST85100341-007-Driveways.dwg
AutoCAD SHX Text
1
AutoCAD SHX Text
/
AutoCAD SHX Text
/
AutoCAD SHX Text
1
AutoCAD SHX Text
8
AutoCAD SHX Text
2
AutoCAD SHX Text
8
AutoCAD SHX Text
1
AutoCAD SHX Text
29R1
AutoCAD SHX Text
TY Lin Half Scale.ctb
AutoCAD SHX Text
1" = 5' HORIZONTAL
AutoCAD SHX Text
1" = 5' VERTICAL
AutoCAD SHX Text
SEE PAVING SHEET 21
AutoCAD SHX Text
SEE PAVING SHEET 22
AutoCAD SHX Text
SEE PAVING SHEET 22
AutoCAD SHX Text
SEE PAVING SHEET 22
AutoCAD SHX Text
VERT: 1" = 5'
AutoCAD SHX Text
0
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
10
AutoCAD SHX Text
15
AutoCAD SHX Text
SCALE: 1" = 5'
AutoCAD SHX Text
ATTACHED SIDEWALK DRIVEWAY
AutoCAD SHX Text
DETACHED SIDEWALK DRIVEWAY
AutoCAD SHX Text
ATTACHED SIDEWALK DRIVEWAY
AutoCAD SHX Text
ATTACHED SIDEWALK DRIVEWAY
AutoCAD SHX Text
FIXED TEXT OVERLAP
AutoCAD SHX Text
1
AutoCAD SHX Text
CSS
AutoCAD SHX Text
CSS
AutoCAD SHX Text
11-18
AutoCAD SHX Text
40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
15'
AutoCAD SHX Text
15'
AutoCAD SHX Text
15'
AutoCAD SHX Text
PROPOSED GRADE AT DWY CL
AutoCAD SHX Text
EXISTING GRADE AT DWY CL
AutoCAD SHX Text
10'
AutoCAD SHX Text
10'
AutoCAD SHX Text
10'
AutoCAD SHX Text
40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
25'
AutoCAD SHX Text
25'
AutoCAD SHX Text
25'
AutoCAD SHX Text
PROPOSED GRADE AT DWY CL
AutoCAD SHX Text
EXISTING GRADE AT DWY CL
AutoCAD SHX Text
40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
5'
AutoCAD SHX Text
5'
AutoCAD SHX Text
5'
AutoCAD SHX Text
10'
AutoCAD SHX Text
10'
AutoCAD SHX Text
10'
AutoCAD SHX Text
PROPOSED GRADE AT DWY CL
AutoCAD SHX Text
EXISTING GRADE AT DWY CL
AutoCAD SHX Text
33'
AutoCAD SHX Text
33'
AutoCAD SHX Text
33'
AutoCAD SHX Text
7'
AutoCAD SHX Text
7'
AutoCAD SHX Text
7'
AutoCAD SHX Text
PROPOSED GRADE AT DWY CL
AutoCAD SHX Text
EXISTING GRADE AT DWY CL
CITY OF PHOENIX, ARIZONA
STREET TRANSPORTATION DEPARTMENT
27TH AVENUE
LOWER BUCKEYE ROAD TO BUCKEYE ROAD
ST85100341
TY LIN INTERNATIONAL
. .
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
ARL
IROS
97284
OC SANCS HEZ
A
C
E
R
T
IF
ICA
T
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.
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2
0
DRIVEWAY PROFILE SHEETS
DWY @ STA 144+30 - RT
1050
1055
1060
DWY @ STA 144+93.50 - LT
DWY @ STA 146+04.44 - RT
DWY @ STA 147+19 - RT
1050
1055
1060
1050
1055
1060
1050
1055
1060
1050
1055
1060
1050
1055
1060
1055
1060
1050
1055
1060
1050
AutoCAD SHX Text
27TH AVENUE LOWER BUCKEYE ROAD TO BUCKEYE ROAD
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
AutoCAD SHX Text
CKD BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
AutoCAD SHX Text
CKD BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DR:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DES:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
CK:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NO:
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
AS
AutoCAD SHX Text
BUILT
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
OG
AutoCAD SHX Text
9/18
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
63
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
AutoCAD SHX Text
CKD BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
CK:
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
CONSULTING ENGINEER
AutoCAD SHX Text
PROJ. NO.
AutoCAD SHX Text
DR:
AutoCAD SHX Text
REGION
AutoCAD SHX Text
9
AutoCAD SHX Text
F.H.W.A.
AutoCAD SHX Text
DES:
AutoCAD SHX Text
STATE
AutoCAD SHX Text
ARIZ.
AutoCAD SHX Text
CSS
AutoCAD SHX Text
OG
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
T.Y.LIN INTERNATIONAL
AutoCAD SHX Text
ST85100341
AutoCAD SHX Text
engineers planners scientists
AutoCAD SHX Text
.
AutoCAD SHX Text
AS BUILT
AutoCAD SHX Text
"PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX."
AutoCAD SHX Text
UTILITIES WITHIN THE PROJECT LIMITS.
AutoCAD SHX Text
VERIFYING ELEVATIONS FOR ALL UNDERGROUND
AutoCAD SHX Text
CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
11/28/2018 1:37:27 PM
AutoCAD SHX Text
Carlos Sanchez-Soria
AutoCAD SHX Text
T:\Tempe\Projects\221880.00\600_CADD\05_Official\Sheets\ST85100341-007-Driveways.dwg
AutoCAD SHX Text
1
AutoCAD SHX Text
/
AutoCAD SHX Text
/
AutoCAD SHX Text
1
AutoCAD SHX Text
8
AutoCAD SHX Text
2
AutoCAD SHX Text
8
AutoCAD SHX Text
1
AutoCAD SHX Text
30R1
AutoCAD SHX Text
TY Lin Half Scale.ctb
AutoCAD SHX Text
1" = 5' HORIZONTAL
AutoCAD SHX Text
1" = 5' VERTICAL
AutoCAD SHX Text
SEE PAVING SHEET 22
AutoCAD SHX Text
SEE PAVING SHEET 22
AutoCAD SHX Text
SEE PAVING SHEET 23
AutoCAD SHX Text
SEE PAVING SHEET 23
AutoCAD SHX Text
VERT: 1" = 5'
AutoCAD SHX Text
0
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
10
AutoCAD SHX Text
15
AutoCAD SHX Text
SCALE: 1" = 5'
AutoCAD SHX Text
ATTACHED SIDEWALK DRIVEWAY
AutoCAD SHX Text
ADA RETROFIT DRIVEWAY
AutoCAD SHX Text
ATTACHED SIDEWALK DRIVEWAY
AutoCAD SHX Text
ATTACHED SIDEWALK DRIVEWAY
AutoCAD SHX Text
FIXED TEXT OVERLAP
AutoCAD SHX Text
1
AutoCAD SHX Text
CSS
AutoCAD SHX Text
CSS
AutoCAD SHX Text
11-18
AutoCAD SHX Text
40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
40'
AutoCAD SHX Text
15'
AutoCAD SHX Text
15'
AutoCAD SHX Text
15'
AutoCAD SHX Text
PROPOSED GRADE AT DWY CL
AutoCAD SHX Text
EXISTING GRADE AT DWY CL
AutoCAD SHX Text
33'
AutoCAD SHX Text
33'
AutoCAD SHX Text
33'
AutoCAD SHX Text
7'
AutoCAD SHX Text
7'
AutoCAD SHX Text
7'
AutoCAD SHX Text
5'
AutoCAD SHX Text
5'
AutoCAD SHX Text
5'
AutoCAD SHX Text
PROPOSED GRADE AT DWY CL
AutoCAD SHX Text
EXISTING GRADE AT DWY CL
AutoCAD SHX Text
10'
AutoCAD SHX Text
10'
AutoCAD SHX Text
10'
AutoCAD SHX Text
33'
AutoCAD SHX Text
33'
AutoCAD SHX Text
33'
AutoCAD SHX Text
7'
AutoCAD SHX Text
7'
AutoCAD SHX Text
7'
AutoCAD SHX Text
5'
AutoCAD SHX Text
5'
AutoCAD SHX Text
5'
AutoCAD SHX Text
10'
AutoCAD SHX Text
10'
AutoCAD SHX Text
10'
AutoCAD SHX Text
PROPOSED GRADE AT DWY CL
AutoCAD SHX Text
EXISTING GRADE AT DWY CL
AutoCAD SHX Text
33'
AutoCAD SHX Text
33'
AutoCAD SHX Text
33'
AutoCAD SHX Text
5'
AutoCAD SHX Text
5'
AutoCAD SHX Text
5'
AutoCAD SHX Text
PROPOSED GRADE AT DWY CL
AutoCAD SHX Text
EXISTING GRADE AT DWY CL
AutoCAD SHX Text
7'
AutoCAD SHX Text
7'
AutoCAD SHX Text
7'
AutoCAD SHX Text
15'
AutoCAD SHX Text
15'
AutoCAD SHX Text
15'
CITY OF PHOENIX, ARIZONA
STREET TRANSPORTATION DEPARTMENT
27TH AVENUE
LOWER BUCKEYE ROAD TO BUCKEYE ROAD
ST85100341
TY LIN INTERNATIONAL
. .
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
ARL
IROS
97284
OC SANCS HEZ
A
C
E
R
T
IF
ICA
T
E
N
O
.
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2
0
DRIVEWAY PROFILE SHEETS
DWY @ STA 148+72.50 - RT
1050
1055
1060
DWY @ STA 149+70 - RT
DWY @ STA 149+98.48 - LT
DWY @ STA 150+63.73 - RT
1050
1055
1060
1050
1055
1050
1055
1060
1055
1060
1065
1050
1055
1060
1050
1055
1060
1055
1060
1065
DWY @ STA 151+04.74 - LT
1060
1065
10551055
1060
1065
AutoCAD SHX Text
27TH AVENUE LOWER BUCKEYE ROAD TO BUCKEYE ROAD
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
AutoCAD SHX Text
CKD BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
AutoCAD SHX Text
CKD BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DR:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DES:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
CK:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NO:
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
AS
AutoCAD SHX Text
BUILT
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
OG
AutoCAD SHX Text
9/18
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
63
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
AutoCAD SHX Text
CKD BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
CK:
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
CONSULTING ENGINEER
AutoCAD SHX Text
PROJ. NO.
AutoCAD SHX Text
DR:
AutoCAD SHX Text
REGION
AutoCAD SHX Text
9
AutoCAD SHX Text
F.H.W.A.
AutoCAD SHX Text
DES:
AutoCAD SHX Text
STATE
AutoCAD SHX Text
ARIZ.
AutoCAD SHX Text
CSS
AutoCAD SHX Text
OG
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
T.Y.LIN INTERNATIONAL
AutoCAD SHX Text
ST85100341
AutoCAD SHX Text
engineers planners scientists
AutoCAD SHX Text
.
AutoCAD SHX Text
AS BUILT
AutoCAD SHX Text
"PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX."
AutoCAD SHX Text
UTILITIES WITHIN THE PROJECT LIMITS.
AutoCAD SHX Text
VERIFYING ELEVATIONS FOR ALL UNDERGROUND
AutoCAD SHX Text
CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
11/28/2018 1:37:51 PM
AutoCAD SHX Text
Carlos Sanchez-Soria
AutoCAD SHX Text
T:\Tempe\Projects\221880.00\600_CADD\05_Official\Sheets\ST85100341-007-Driveways.dwg
AutoCAD SHX Text
1
AutoCAD SHX Text
/
AutoCAD SHX Text
/
AutoCAD SHX Text
1
AutoCAD SHX Text
8
AutoCAD SHX Text
2
AutoCAD SHX Text
8
AutoCAD SHX Text
1
AutoCAD SHX Text
31R1
AutoCAD SHX Text
TY Lin Half Scale.ctb
AutoCAD SHX Text
1" = 5' HORIZONTAL
AutoCAD SHX Text
1" = 5' VERTICAL
AutoCAD SHX Text
SEE PAVING SHEET 23
AutoCAD SHX Text
SEE PAVING SHEET 23
AutoCAD SHX Text
SEE PAVING SHEET 20
AutoCAD SHX Text
VERT: 1" = 5'
AutoCAD SHX Text
0
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
10
AutoCAD SHX Text
15
AutoCAD SHX Text
SCALE: 1" = 5'
AutoCAD SHX Text
ATTACHED SIDEWALK DRIVEWAY
AutoCAD SHX Text
ATTACHED SIDEWALK DRIVEWAY
AutoCAD SHX Text
ATTACHED SIDEWALK DRIVEWAY
AutoCAD SHX Text
SEE PAVING SHEET 23
AutoCAD SHX Text
ATTACHED SIDEWALK DRIVEWAY
AutoCAD SHX Text
SEE PAVING SHEET 23
AutoCAD SHX Text
ATTACHED SIDEWALK DRIVEWAY
AutoCAD SHX Text
FIXED TEXT OVERLAP
AutoCAD SHX Text
1
AutoCAD SHX Text
CSS
AutoCAD SHX Text
CSS
AutoCAD SHX Text
11-18
AutoCAD SHX Text
33'
AutoCAD SHX Text
33'
AutoCAD SHX Text
33'
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PROPOSED GRADE AT DWY CL
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EXISTING GRADE AT DWY CL
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40'
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15'
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PROPOSED GRADE AT DWY CL
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EXISTING GRADE AT DWY CL
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33'
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33'
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33'
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8'
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8'
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8'
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PROPOSED GRADE AT DWY CL
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EXISTING GRADE AT DWY CL
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7'
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7'
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7'
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10'
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10'
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10'
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33'
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33'
AutoCAD SHX Text
33'
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PROPOSED GRADE AT DWY CL
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EXISTING GRADE AT DWY CL
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15'
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15'
AutoCAD SHX Text
15'
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7'
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7'
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7'
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40'
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40'
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40'
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15'
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15'
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15'
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PROPOSED GRADE AT DWY CL
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EXISTING GRADE AT DWY CL
CITY OF PHOENIX, ARIZONA
STREET TRANSPORTATION DEPARTMENT
27TH AVENUE
LOWER BUCKEYE ROAD TO BUCKEYE ROAD
ST85100341
TY LIN INTERNATIONAL
. .
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
ARL
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97284
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PAVING DETAILS
27TH AVENUE 27TH AVENUE
SECTION E-E
27T
H A
VE
NU
E
AutoCAD SHX Text
27TH AVENUE LOWER BUCKEYE ROAD TO BUCKEYE ROAD
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
AutoCAD SHX Text
CKD BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
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CKD BY
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DATE
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DR:
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DATE:
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DES:
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DATE:
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CK:
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DATE:
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SHEET
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NO:
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TOTAL
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SHEETS
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AS
AutoCAD SHX Text
BUILT
AutoCAD SHX Text
SCALE:
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OG
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9/18
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CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
63
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
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CKD BY
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DATE
AutoCAD SHX Text
NO.
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CK:
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TOTAL
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DATE:
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CONSULTING ENGINEER
AutoCAD SHX Text
PROJ. NO.
AutoCAD SHX Text
DR:
AutoCAD SHX Text
REGION
AutoCAD SHX Text
9
AutoCAD SHX Text
F.H.W.A.
AutoCAD SHX Text
DES:
AutoCAD SHX Text
STATE
AutoCAD SHX Text
ARIZ.
AutoCAD SHX Text
CSS
AutoCAD SHX Text
OG
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
T.Y.LIN INTERNATIONAL
AutoCAD SHX Text
ST85100341
AutoCAD SHX Text
engineers planners scientists
AutoCAD SHX Text
.
AutoCAD SHX Text
AS BUILT
AutoCAD SHX Text
"PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX."
AutoCAD SHX Text
UTILITIES WITHIN THE PROJECT LIMITS.
AutoCAD SHX Text
VERIFYING ELEVATIONS FOR ALL UNDERGROUND
AutoCAD SHX Text
CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
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.
AutoCAD SHX Text
.
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11/28/2018 1:30:30 PM
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Carlos Sanchez-Soria
AutoCAD SHX Text
T:\Tempe\Projects\221880.00\600_CADD\05_Official\Sheets\ST85100341-012-Paving Details.dwg
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1
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/
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/
AutoCAD SHX Text
1
AutoCAD SHX Text
8
AutoCAD SHX Text
2
AutoCAD SHX Text
8
AutoCAD SHX Text
1
AutoCAD SHX Text
City of Phoenix
AutoCAD SHX Text
40R1
AutoCAD SHX Text
TY Lin Half Scale.ctb
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1" = 10' HORIZONTAL
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0
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10
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10
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20
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30
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SCALE: 1" = 10'
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SEE PAVING SHEET 20-21
AutoCAD SHX Text
SEE PAVING SHEET 21
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1.5%
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
MATCH EXISTING
AutoCAD SHX Text
SINGLE CURB
AutoCAD SHX Text
ADDED SECTION E-E
AutoCAD SHX Text
1
AutoCAD SHX Text
CSS
AutoCAD SHX Text
CSS
AutoCAD SHX Text
11-18
AutoCAD SHX Text
1
AutoCAD SHX Text
WM
AutoCAD SHX Text
E
AutoCAD SHX Text
E
CITY OF PHOENIX, ARIZONA
STREET TRANSPORTATION DEPARTMENT
27TH AVENUE
LOWER BUCKEYE ROAD TO BUCKEYE ROAD
ST85100341
TY LIN INTERNATIONAL
. .
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
ARL
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97284
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CONNECTOR PIPE PROFILES
1030
1035
1040
1045
1025
1030
1035
1040
1045
1050
1025
1030
1035
1040
1045
1050
1025
NOTE:
1030
1035
1040
1050
1025
1030
1035
1040
1045
1050
1025
1030
1035
1040
1045
1050
1025
1045
27TH AVENUE
27TH AVENUE
27TH AVENUE
AutoCAD SHX Text
27TH AVENUE LOWER BUCKEYE ROAD TO BUCKEYE ROAD
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
AutoCAD SHX Text
CKD BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
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DESCRIPTION
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REV BY
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CKD BY
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DATE
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DR:
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DATE:
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DES:
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DATE:
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CK:
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DATE:
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NO:
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TOTAL
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AS
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BUILT
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SCALE:
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OG
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9/18
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CSS
AutoCAD SHX Text
9/18
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CSS
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9/18
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63
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
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DESCRIPTION
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REV BY
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CKD BY
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DATE
AutoCAD SHX Text
NO.
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CK:
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TOTAL
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DATE:
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CONSULTING ENGINEER
AutoCAD SHX Text
PROJ. NO.
AutoCAD SHX Text
DR:
AutoCAD SHX Text
REGION
AutoCAD SHX Text
9
AutoCAD SHX Text
F.H.W.A.
AutoCAD SHX Text
DES:
AutoCAD SHX Text
STATE
AutoCAD SHX Text
ARIZ.
AutoCAD SHX Text
CSS
AutoCAD SHX Text
OG
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
T.Y.LIN INTERNATIONAL
AutoCAD SHX Text
ST85100341
AutoCAD SHX Text
engineers planners scientists
AutoCAD SHX Text
.
AutoCAD SHX Text
AS BUILT
AutoCAD SHX Text
"PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX."
AutoCAD SHX Text
UTILITIES WITHIN THE PROJECT LIMITS.
AutoCAD SHX Text
VERIFYING ELEVATIONS FOR ALL UNDERGROUND
AutoCAD SHX Text
CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
11/29/2018 3:14:17 PM
AutoCAD SHX Text
Carlos Sanchez-Soria
AutoCAD SHX Text
T:\Tempe\Projects\221880.00\600_CADD\05_Official\Sheets\ST85100341-008-ConnectorPipes.dwg
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1
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/
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/
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1
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8
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2
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8
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1
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45R1
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TY Lin Half Scale.ctb
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TS
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TS
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1"=5'
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1
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PROTECT IN PLACE
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2
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COX FACILITIES TO BE RELOCATED BY COX CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
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3
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CONTRACTOR TO REMOVE EXISTING IRRIGATION PIPE.
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4
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NEW RID IRRIGATION PIPE BY RID FORCES. NEW PIPE TO BE INSTALLED PRIOR TO CONSTRUCTION OF THIS PROJECT.
AutoCAD SHX Text
5
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REPLACE IRRIGATION PIPE PER SRP PLANS.
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6
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GAS LINE TO BE RELOCATED BY SOUTHWEST GAS CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
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1.WATER LINE ELEVATIONS ARE BASED ON WATER LINE ELEVATIONS ARE BASED ON SURVEYED TOP OF NUT AT WATER VALVES. 2.SEWER LINE ELEVATIONS ARE BASED ON SEWER LINE ELEVATIONS ARE BASED ON CITY'S QUARTER SECTION MAPS.
AutoCAD SHX Text
7
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CENTURYLINK FACILITIES TO BE RELOCATED BY CENTURYLINK CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
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8
AutoCAD SHX Text
SPRINT FACILITIES TO BE RELOCATED BY SPRINT CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
AutoCAD SHX Text
9
AutoCAD SHX Text
ZAYO FACILITIES TO BE RELOCATED BY ZAYO CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
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REVISED CB NOTE REFERENCE
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1
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CSS
AutoCAD SHX Text
CSS
AutoCAD SHX Text
11-18
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STA 107+77
AutoCAD SHX Text
SEE SHEET 14
AutoCAD SHX Text
AutoCAD SHX Text
27TH AVENUE
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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EX R/W
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EX R/W
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R/W ESMT
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R/W ESMT
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STORM DRAIN 78" INV=1033.89±
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INV=1039.17±MATCH EXISTING LATERAL
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SEWER 30" INV=1026.38±
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CENTURYLINK 4"
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WATER 12" TP=1043.84±
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FO 4"
AutoCAD SHX Text
SRP COMM PH#504 1.5" TP=1042.10±
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SRP IRR 30" RGRCP
AutoCAD SHX Text
APS UGE PH#604 5" TP=1044.23±
AutoCAD SHX Text
TC=1049.59
AutoCAD SHX Text
INV=1045.71
AutoCAD SHX Text
CONCRETE PIPE COLLAR COP STD DET P1505
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M-1 TYPE L=3' V=4'
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5
AutoCAD SHX Text
5
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
7.5' LF 12" PIPE @ S=0.2016 FT/FT
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9' LF 12" PIPE @ S=0.3988 FT/FT
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1
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1
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1
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1
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INV=1042.77
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1
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CONCRETE PIPE COLLAR COP STD DET P1505
AutoCAD SHX Text
RID IRR 48" RGRCP INV=1041.91±
AutoCAD SHX Text
1
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STA 112+22
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SEE SHEET 15
AutoCAD SHX Text
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27TH AVENUE
AutoCAD SHX Text
32'±
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32'±
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32'±
AutoCAD SHX Text
32'±
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32'±
AutoCAD SHX Text
32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
AutoCAD SHX Text
32'±
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EX R/W
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EX R/W
AutoCAD SHX Text
R/W ESMT
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RID IRR 48" RGRCP INV=1040.49±
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APS UGE 2"
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SRP 2"
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WATER 12" TP=1043.72±
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FO PH#401 4" TP=1044.71±
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SEWER 30" INV=1026.81±
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STORM DRAIN 78" INV=1034.31±
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INV=1038.63±
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SRP UGE PH#703 3", 0.5" TP=1042.75±
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CENTURYLINK PH#805 1.5" TP=1045.89±
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TC=1048.02
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INV=1043.02
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STORM DRAIN MANHOLE COP STD DET P1560 MAG STD DET 423 & 522
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M-1 TYPE L=6' V=5'
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6
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12.5 LF 15" PIPE @ S=0.3484 FT/FT
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7
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1
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1
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1
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1
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1
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1
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1
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1
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STA 115+57
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SEE SHEET 16
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46.5 LF 15" PIPE @ S=0.1201 FT/FT
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27TH AVENUE
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39'±
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39'±
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39'±
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39'±
AutoCAD SHX Text
39'±
AutoCAD SHX Text
39'±
AutoCAD SHX Text
39'±
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32'±
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32'±
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32'±
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32'±
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32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
EX R/W
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EX R/W
AutoCAD SHX Text
R/W ESMT
AutoCAD SHX Text
SRP UGE 2"
AutoCAD SHX Text
CENTURYLINK PH#1002 2" TP=1045.49
AutoCAD SHX Text
SEWER 30" INV=1027.34±
AutoCAD SHX Text
WATER 12" TP=1044.19±
AutoCAD SHX Text
RID IRR 48" RGRCP INV=1040.26±
AutoCAD SHX Text
APS UGE 2"
AutoCAD SHX Text
FO 4"
AutoCAD SHX Text
STORM DRAIN 78" INV=1034.62±
AutoCAD SHX Text
INV=1037.63±
AutoCAD SHX Text
TC=1047.19
AutoCAD SHX Text
INV=1043.17
AutoCAD SHX Text
CONNECTION COP STD DET P1577
AutoCAD SHX Text
M-1 TYPE L=3' V=4'
AutoCAD SHX Text
8
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
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1
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Rectangle
CITY OF PHOENIX, ARIZONA
STREET TRANSPORTATION DEPARTMENT
27TH AVENUE
LOWER BUCKEYE ROAD TO BUCKEYE ROAD
ST85100341
TY LIN INTERNATIONAL
. .
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
ARL
IROS
97284
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CONNECTOR PIPE PROFILES
1030
1035
1040
1045
1050
1025
1030
1035
1040
1045
1050
1025
1030
1035
1040
1045
1050
1055
NOTE:
1030
1035
1040
1045
1025
1030
1035
1040
1045
1050
1025
1030
1035
1040
1045
1050
1055
27TH AVENUE
27TH AVENUE
27TH AVENUE
AutoCAD SHX Text
27TH AVENUE LOWER BUCKEYE ROAD TO BUCKEYE ROAD
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
AutoCAD SHX Text
CKD BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
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CKD BY
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DATE
AutoCAD SHX Text
DR:
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DATE:
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DES:
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DATE:
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CK:
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DATE:
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SHEET
AutoCAD SHX Text
NO:
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TOTAL
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SHEETS
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AS
AutoCAD SHX Text
BUILT
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
OG
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9/18
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CSS
AutoCAD SHX Text
9/18
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CSS
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9/18
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63
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
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DESCRIPTION
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REV BY
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CKD BY
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DATE
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NO.
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CK:
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DATE:
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CONSULTING ENGINEER
AutoCAD SHX Text
PROJ. NO.
AutoCAD SHX Text
DR:
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REGION
AutoCAD SHX Text
9
AutoCAD SHX Text
F.H.W.A.
AutoCAD SHX Text
DES:
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STATE
AutoCAD SHX Text
ARIZ.
AutoCAD SHX Text
CSS
AutoCAD SHX Text
OG
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
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T.Y.LIN INTERNATIONAL
AutoCAD SHX Text
ST85100341
AutoCAD SHX Text
engineers planners scientists
AutoCAD SHX Text
.
AutoCAD SHX Text
AS BUILT
AutoCAD SHX Text
"PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX."
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UTILITIES WITHIN THE PROJECT LIMITS.
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VERIFYING ELEVATIONS FOR ALL UNDERGROUND
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CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
AutoCAD SHX Text
.
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.
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11/29/2018 3:14:35 PM
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Carlos Sanchez-Soria
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T:\Tempe\Projects\221880.00\600_CADD\05_Official\Sheets\ST85100341-008-ConnectorPipes.dwg
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1
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/
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/
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1
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8
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2
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8
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1
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46R1
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TY Lin Half Scale.ctb
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TS
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TS
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1"=5'
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1
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PROTECT IN PLACE
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2
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COX FACILITIES TO BE RELOCATED BY COX CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
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3
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CONTRACTOR TO REMOVE EXISTING IRRIGATION PIPE.
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4
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NEW RID IRRIGATION PIPE BY RID FORCES. NEW PIPE TO BE INSTALLED PRIOR TO CONSTRUCTION OF THIS PROJECT.
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5
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REPLACE IRRIGATION PIPE PER SRP PLANS.
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6
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GAS LINE TO BE RELOCATED BY SOUTHWEST GAS CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
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1.WATER LINE ELEVATIONS ARE BASED ON WATER LINE ELEVATIONS ARE BASED ON SURVEYED TOP OF NUT AT WATER VALVES. 2.SEWER LINE ELEVATIONS ARE BASED ON SEWER LINE ELEVATIONS ARE BASED ON CITY'S QUARTER SECTION MAPS.
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7
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CENTURYLINK FACILITIES TO BE RELOCATED BY CENTURYLINK CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
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8
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SPRINT FACILITIES TO BE RELOCATED BY SPRINT CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
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9
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ZAYO FACILITIES TO BE RELOCATED BY ZAYO CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
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UPDATED RID ELEVATIONS
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1
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CSS
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CSS
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11-18
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STA 124+05
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SEE SHEET 18
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27TH AVENUE
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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33'±
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33'±
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33'±
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33'±
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33'±
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33'±
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33'±
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44.5 LF 15" PIPE @ S=0.1011 FT/FT
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EX R/W
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EX R/W
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R/W ESMT
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R/W ESMT
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TC=1047.01
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INV=1043.01
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SEWER 30" INV=1028.01±
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WATER 12" TP=1044.45±
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CENTURYLINK 1.5"
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SRP UGE 2"
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FO PH#404 4" TP=1043.31±
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STORM DRAIN PH#113 78" INV=1035.40±
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INV=1038.46±
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M-1 TYPE L=3' V=4'
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9
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STORM DRAIN MANHOLE COP STD DET P1560 MAG STD DET 423 & 522
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RID IRR 36" RGRCP REMOVAL BY CONTRACTOR NEW PIPE BY RID INV=1040.99
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3
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4
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APS UGE 2"
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1
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1
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1
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1
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1
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1
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1
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1
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1
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STA 127+68
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SEE SHEET 18
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27TH AVENUE
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35'±
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35'±
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35'±
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35'±
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35'±
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35'±
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35'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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TCE
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R/W ESMT
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EX R/W
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EX R/W
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25.0 LF 15" PIPE @ S=0.0360 FT/FT
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STORM DRAIN PH#114 78" INV=1035.72±
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TC=1047.69
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INV=1043.68
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WATER 12" TP=1044.59±
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INV=1039.78
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APS UGE PH#608 5" TP=1041.72±
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GAS PH#900 2" TP=1044.88±RELOCATE
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APS UGE PH#615 TP=1042.72±
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SEWER 8" INV=1039.07±
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CTV PH#812 2" TP=1045.11±RELOCATE
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CONNECTION COP STD DET P1577
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INV=1042.78
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CONCRETE PIPE COLLAR COP STD DET P1505
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M-1 TYPE L=6' V=4'
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12
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8.5 LF 15" PIPE @ S=0.3529 FT/FT
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RID IRR 36" RGRCP REMOVAL BY CONTRACTOR NEW PIPE BY RID INV=1041.60
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4
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1
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1
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2
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3
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CENTURYLINK 1.25"
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1
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1
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1
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1
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6
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CENTURYLINK 1.5" PH#1011 TP=1046.19
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7
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1
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27TH AVENUE
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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32'±
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STA 124+36
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SEE SHEET 18
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EX R/W
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EX R/W
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R/W ESMT
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R/W ESMT
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WATER 12" TP=1044.39±
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STORM DRAIN 78" INV=1035.43±
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SEWER 30" INV=1028.04±
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APS UG PH#619 2" TP=1044.30
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INV=1039.11±
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TC=1047.54
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INV=1043.52
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CONNECTION COP STD DET P1577
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M-1 TYPE L=3' V=4'
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11
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14.5 LF 15" PIPE @ S=0.3120 FT/FT
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RID IRR 36" RGRCP REMOVAL BY CONTRACTOR NEW PIPE BY RID INV=1041.04
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3
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4
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FO PH#413 4" TP=1043.36±
AutoCAD SHX Text
CENTURYLINK PH#1003 1.5"
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8
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1
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1
AutoCAD SHX Text
7
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1
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1
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1
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1
CITY OF PHOENIX, ARIZONA
STREET TRANSPORTATION DEPARTMENT
27TH AVENUE
LOWER BUCKEYE ROAD TO BUCKEYE ROAD
ST85100341
TY LIN INTERNATIONAL
. .
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
ARL
IROS
97284
OC SANCS HEZ
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CONNECTOR PIPE PROFILES
1030
1035
1040
1045
1050
1035
1040
1045
1050
1055
1030
1035
1040
1045
1050
1055
NOTE:
1030
1035
1040
1045
1050
1035
1040
1045
1050
1055
1030
1035
1040
1045
1050
1055
27TH AVENUE
27TH AVENUE
27TH AVENUE
AutoCAD SHX Text
27TH AVENUE LOWER BUCKEYE ROAD TO BUCKEYE ROAD
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
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CKD BY
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DATE
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REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
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DESCRIPTION
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REV BY
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CKD BY
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DATE
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DR:
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DATE:
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DES:
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DATE:
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CK:
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DATE:
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SHEET
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NO:
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TOTAL
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SHEETS
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AS
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BUILT
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SCALE:
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OG
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9/18
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CSS
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9/18
AutoCAD SHX Text
CSS
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9/18
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63
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REVISION BY CITY OF PHOENIX
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NO.
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DESCRIPTION
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REV BY
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CKD BY
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DATE
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NO.
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CK:
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TOTAL
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DATE:
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CONSULTING ENGINEER
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PROJ. NO.
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DR:
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REGION
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9
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F.H.W.A.
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DES:
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STATE
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ARIZ.
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CSS
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OG
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CSS
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9/18
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T.Y.LIN INTERNATIONAL
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ST85100341
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engineers planners scientists
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.
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AS BUILT
AutoCAD SHX Text
"PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX."
AutoCAD SHX Text
UTILITIES WITHIN THE PROJECT LIMITS.
AutoCAD SHX Text
VERIFYING ELEVATIONS FOR ALL UNDERGROUND
AutoCAD SHX Text
CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
11/29/2018 3:14:58 PM
AutoCAD SHX Text
Carlos Sanchez-Soria
AutoCAD SHX Text
T:\Tempe\Projects\221880.00\600_CADD\05_Official\Sheets\ST85100341-008-ConnectorPipes.dwg
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1
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/
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/
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1
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8
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2
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8
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1
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47R1
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TY Lin Half Scale.ctb
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TS
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TS
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1"=5'
AutoCAD SHX Text
1
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PROTECT IN PLACE
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2
AutoCAD SHX Text
COX FACILITIES TO BE RELOCATED BY COX CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
AutoCAD SHX Text
3
AutoCAD SHX Text
CONTRACTOR TO REMOVE EXISTING IRRIGATION PIPE.
AutoCAD SHX Text
4
AutoCAD SHX Text
NEW RID IRRIGATION PIPE BY RID FORCES. NEW PIPE TO BE INSTALLED PRIOR TO CONSTRUCTION OF THIS PROJECT.
AutoCAD SHX Text
5
AutoCAD SHX Text
REPLACE IRRIGATION PIPE PER SRP PLANS.
AutoCAD SHX Text
6
AutoCAD SHX Text
GAS LINE TO BE RELOCATED BY SOUTHWEST GAS CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
AutoCAD SHX Text
1.WATER LINE ELEVATIONS ARE BASED ON WATER LINE ELEVATIONS ARE BASED ON SURVEYED TOP OF NUT AT WATER VALVES. 2.SEWER LINE ELEVATIONS ARE BASED ON SEWER LINE ELEVATIONS ARE BASED ON CITY'S QUARTER SECTION MAPS.
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7
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CENTURYLINK FACILITIES TO BE RELOCATED BY CENTURYLINK CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
AutoCAD SHX Text
8
AutoCAD SHX Text
SPRINT FACILITIES TO BE RELOCATED BY SPRINT CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
AutoCAD SHX Text
9
AutoCAD SHX Text
ZAYO FACILITIES TO BE RELOCATED BY ZAYO CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
AutoCAD SHX Text
UPDATED RID ELEVATIONS AND
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1
AutoCAD SHX Text
CSS
AutoCAD SHX Text
CSS
AutoCAD SHX Text
11-18
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REVISED CB DEPTH/TYPE
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STA 129+50
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SEE SHEET 19
AutoCAD SHX Text
AutoCAD SHX Text
27TH AVENUE
AutoCAD SHX Text
29'±
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29'±
AutoCAD SHX Text
29'±
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29'±
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29'±
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29'±
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29'±
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34'±
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34'±
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34'±
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34'±
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34'±
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34'±
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34'±
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EX R/W
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EX R/W
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ESMT
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TCE
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29.3 LF 15" PIPE @ S=0.0206 FT/FT
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TCE
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CTV 2"
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SEWER 8" INV=1040.40±
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CENTURYLINK 2"
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APS UGE 2"
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APS UGE PH#609 TP=1042.64±
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GAS PH#901 2" TP=1045.15±
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WATER 12" TP=1044.96±
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INV= 1038.47
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STORM DRAIN 78" INV=1035.90±
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TC= 1048.30
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INV=1039.07
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CONNECTION COP STD DET P1577
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ADOT C15-20 L=3' V=9.23'
AutoCAD SHX Text
13
AutoCAD SHX Text
RID IRR 36" RGRCP REMOVAL BY CONTRACTOR NEW PIPE BY RID INV=1041.70
AutoCAD SHX Text
3
AutoCAD SHX Text
4
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CENTURYLINK PH#1013 1.25" TP=1040.73
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
7
AutoCAD SHX Text
1
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STA 133+35
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SEE SHEET 19
AutoCAD SHX Text
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27TH AVENUE
AutoCAD SHX Text
25'±
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25'±
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25'±
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25'±
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25'±
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25'±
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25'±
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39'±
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39'±
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39'±
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39'±
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39'±
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39'±
AutoCAD SHX Text
39'±
AutoCAD SHX Text
EX R/W
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EX R/W
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ESMT
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CENTURYLINK PH#406 2" TP=1047.05±
AutoCAD SHX Text
GAS PH#903 2" TP=1046.13±
AutoCAD SHX Text
WATER 12" TP=1044.80±
AutoCAD SHX Text
STORM DRAIN 78" INV=1036.25±
AutoCAD SHX Text
CTV PH#815 2", 1.5", 0.25" TP=1047.28±
AutoCAD SHX Text
TC=1049.82
AutoCAD SHX Text
INV=1045.82
AutoCAD SHX Text
APS UGE PH#610 2" TP=1043.47±
AutoCAD SHX Text
APS UGE PH#611 2" TP=1043.38±
AutoCAD SHX Text
INV=1038.98±
AutoCAD SHX Text
CONNECTION COP STD DET P1577
AutoCAD SHX Text
M-1 TYPE L=3' V=4'
AutoCAD SHX Text
14
AutoCAD SHX Text
RID IRR 36" RGRCP REMOVAL BY CONTRACTOR NEW PIPE BY RID INV=1042.27
AutoCAD SHX Text
12.5 LF 15" PIPE @ S=0.0317 FT/FT
AutoCAD SHX Text
INV=1039.37
AutoCAD SHX Text
INV=1044.38
AutoCAD SHX Text
8 LF 15" PIPE @ S=0.2400 FT/FT
AutoCAD SHX Text
8.5 LF 15" PIPE @ S=0.5988 FT/FT
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3
AutoCAD SHX Text
4
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CENTURYLINK 1.5"
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1
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1
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1
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1
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1
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1
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1
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1
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CONCRETE PIPE COLLAR COP STD DET P1505
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1
AutoCAD SHX Text
1
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STA 133+52
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SEE SHEET 19
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AutoCAD SHX Text
27TH AVENUE
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25'±
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25'±
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25'±
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25'±
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25'±
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25'±
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25'±
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39'±
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39'±
AutoCAD SHX Text
39'±
AutoCAD SHX Text
39'±
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39'±
AutoCAD SHX Text
39'±
AutoCAD SHX Text
39'±
AutoCAD SHX Text
EX R/W
AutoCAD SHX Text
EX R/W
AutoCAD SHX Text
ESMT
AutoCAD SHX Text
32.0 LF 15" PIPE @ S=0.0355 FT/FT
AutoCAD SHX Text
WATER 12" TP=1044.55±
AutoCAD SHX Text
TC= 1049.65
AutoCAD SHX Text
INV= 1040.13
AutoCAD SHX Text
INV= 1039.01
AutoCAD SHX Text
STORM DRAIN 78" INV=1036.27±
AutoCAD SHX Text
CENTURYLINK 2"
AutoCAD SHX Text
GAS 2"
AutoCAD SHX Text
CTV 2", 1.5", 0.25" TP=1047.28±
AutoCAD SHX Text
APS UGE 2" TP=1043.47±
AutoCAD SHX Text
APS UGE 2"
AutoCAD SHX Text
CONNECTION COP STD DET P1577
AutoCAD SHX Text
ADOT C15-20 L=3' V=9.52'
AutoCAD SHX Text
15
AutoCAD SHX Text
RID IRR 36" RGRCP REMOVAL BY CONTRACTOR NEW PIPE BY RID INV=1042.31
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
CENTURYLINK PH#1004 1.5" TP=1042.31
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
WATER 2" LOCATED ±4' FROM PIPE
AutoCAD SHX Text
7
AutoCAD SHX Text
1
CITY OF PHOENIX, ARIZONA
STREET TRANSPORTATION DEPARTMENT
27TH AVENUE
LOWER BUCKEYE ROAD TO BUCKEYE ROAD
ST85100341
TY LIN INTERNATIONAL
. .
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
ARL
IROS
97284
OC SANCS HEZ
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CONNECTOR PIPE PROFILES
1030
1035
1040
1045
1050
1055
1030
1035
1040
1045
1050
1055
1030
1035
1040
1045
1050
1055
NOTE:
1030
1035
1040
1045
1050
1055
1030
1035
1040
1045
1050
1055
1030
1035
1040
1045
1050
27TH AVENUE
27TH AVENUE
27TH AVENUE
AutoCAD SHX Text
27TH AVENUE LOWER BUCKEYE ROAD TO BUCKEYE ROAD
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
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DESCRIPTION
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REV BY
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CKD BY
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DATE
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REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
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DESCRIPTION
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REV BY
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CKD BY
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DATE
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DR:
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DATE:
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DES:
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DATE:
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CK:
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DATE:
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SHEET
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NO:
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TOTAL
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SHEETS
AutoCAD SHX Text
AS
AutoCAD SHX Text
BUILT
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SCALE:
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OG
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9/18
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CSS
AutoCAD SHX Text
9/18
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CSS
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9/18
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63
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
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DESCRIPTION
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REV BY
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CKD BY
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DATE
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NO.
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CK:
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TOTAL
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DATE:
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CONSULTING ENGINEER
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PROJ. NO.
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DR:
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REGION
AutoCAD SHX Text
9
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F.H.W.A.
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DES:
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STATE
AutoCAD SHX Text
ARIZ.
AutoCAD SHX Text
CSS
AutoCAD SHX Text
OG
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
T.Y.LIN INTERNATIONAL
AutoCAD SHX Text
ST85100341
AutoCAD SHX Text
engineers planners scientists
AutoCAD SHX Text
.
AutoCAD SHX Text
AS BUILT
AutoCAD SHX Text
"PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX."
AutoCAD SHX Text
UTILITIES WITHIN THE PROJECT LIMITS.
AutoCAD SHX Text
VERIFYING ELEVATIONS FOR ALL UNDERGROUND
AutoCAD SHX Text
CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
11/29/2018 3:15:17 PM
AutoCAD SHX Text
Carlos Sanchez-Soria
AutoCAD SHX Text
T:\Tempe\Projects\221880.00\600_CADD\05_Official\Sheets\ST85100341-008-ConnectorPipes.dwg
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1
AutoCAD SHX Text
/
AutoCAD SHX Text
/
AutoCAD SHX Text
1
AutoCAD SHX Text
8
AutoCAD SHX Text
2
AutoCAD SHX Text
8
AutoCAD SHX Text
1
AutoCAD SHX Text
48R1
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TY Lin Half Scale.ctb
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TS
AutoCAD SHX Text
TS
AutoCAD SHX Text
1"=5'
AutoCAD SHX Text
1
AutoCAD SHX Text
PROTECT IN PLACE
AutoCAD SHX Text
2
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COX FACILITIES TO BE RELOCATED BY COX CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
AutoCAD SHX Text
3
AutoCAD SHX Text
CONTRACTOR TO REMOVE EXISTING IRRIGATION PIPE.
AutoCAD SHX Text
4
AutoCAD SHX Text
NEW RID IRRIGATION PIPE BY RID FORCES. NEW PIPE TO BE INSTALLED PRIOR TO CONSTRUCTION OF THIS PROJECT.
AutoCAD SHX Text
5
AutoCAD SHX Text
REPLACE IRRIGATION PIPE PER SRP PLANS.
AutoCAD SHX Text
6
AutoCAD SHX Text
GAS LINE TO BE RELOCATED BY SOUTHWEST GAS CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
AutoCAD SHX Text
1.WATER LINE ELEVATIONS ARE BASED ON WATER LINE ELEVATIONS ARE BASED ON SURVEYED TOP OF NUT AT WATER VALVES. 2.SEWER LINE ELEVATIONS ARE BASED ON SEWER LINE ELEVATIONS ARE BASED ON CITY'S QUARTER SECTION MAPS.
AutoCAD SHX Text
7
AutoCAD SHX Text
CENTURYLINK FACILITIES TO BE RELOCATED BY CENTURYLINK CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
AutoCAD SHX Text
8
AutoCAD SHX Text
SPRINT FACILITIES TO BE RELOCATED BY SPRINT CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
AutoCAD SHX Text
9
AutoCAD SHX Text
ZAYO FACILITIES TO BE RELOCATED BY ZAYO CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
AutoCAD SHX Text
UPDATED RID ELEVATIONS
AutoCAD SHX Text
1
AutoCAD SHX Text
CSS
AutoCAD SHX Text
CSS
AutoCAD SHX Text
11-18
AutoCAD SHX Text
STA 138+36
AutoCAD SHX Text
SEE SHEET 20
AutoCAD SHX Text
26.0 LF 15" PIPE @ S=0.1739 FT/FT
AutoCAD SHX Text
AutoCAD SHX Text
27TH AVENUE
AutoCAD SHX Text
25'±
AutoCAD SHX Text
25'±
AutoCAD SHX Text
25'±
AutoCAD SHX Text
25'±
AutoCAD SHX Text
25'±
AutoCAD SHX Text
25'±
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25'±
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39'±
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39'±
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39'±
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39'±
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39'±
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39'±
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39'±
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R/W ESMT
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EX R/W
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EX R/W
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ESMT
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STORM DRAIN 72" INV=1037.27±
AutoCAD SHX Text
WATER 12" TP=1046.07±
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GAS PH#905 2" TP=1045.62±RELOCATE
AutoCAD SHX Text
CTV PH#823,822 1.5"&2" TP=1046.51±
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CENTURYLINK PH#412 4" TP=1047.64±
AutoCAD SHX Text
INV=1040.15±
AutoCAD SHX Text
TC=1050.69
AutoCAD SHX Text
INV=1044.68
AutoCAD SHX Text
CONNECTION COP STD DET P1577
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M-1 TYPE L=3' V=6'
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16
AutoCAD SHX Text
RID IRR 36" RGRCP REMOVAL BY CONTRACTOR NEW PIPE BY RID INV=1043.53
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
CENTURYLINK PH#1005 1" TP=1046.12
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
STA 140+05
AutoCAD SHX Text
SEE SHEET 21
AutoCAD SHX Text
AutoCAD SHX Text
27TH AVENUE
AutoCAD SHX Text
25'±
AutoCAD SHX Text
25'±
AutoCAD SHX Text
25'±
AutoCAD SHX Text
25'±
AutoCAD SHX Text
25'±
AutoCAD SHX Text
25'±
AutoCAD SHX Text
25'±
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39'±
AutoCAD SHX Text
39'±
AutoCAD SHX Text
39'±
AutoCAD SHX Text
39'±
AutoCAD SHX Text
39'±
AutoCAD SHX Text
39'±
AutoCAD SHX Text
39'±
AutoCAD SHX Text
EX R/W
AutoCAD SHX Text
EX R/W
AutoCAD SHX Text
R/W ESMT
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SW ESMT
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34.0 LF 15" PIPE @ S=0.0523 FT/FT
AutoCAD SHX Text
GAS 2"
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CENTURYLINK 2"
AutoCAD SHX Text
APS UGE TP=1045.09±
AutoCAD SHX Text
SEWER 8" INV=1044.99±
AutoCAD SHX Text
WATER 12" TP=1045.80±
AutoCAD SHX Text
TC= 1049.67
AutoCAD SHX Text
INV= 1041.63
AutoCAD SHX Text
INV= 1039.87
AutoCAD SHX Text
STORM DRAIN PH#110 72" INV=1036.99±
AutoCAD SHX Text
CONNECTION COP STD DET P1577
AutoCAD SHX Text
M-1 TYPE L=6' V=8'
AutoCAD SHX Text
17
AutoCAD SHX Text
RID IRR 36" RGRCP REMOVAL BY CONTRACTOR NEW PIPE BY RID INV=1043.95
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
CENTURYLINK PH#1006 1.75" TP=1040.26
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
IRRIGATION PIPE 18" INV=1046.75
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
ZAYO FO PH#1304 2-1.25" TP=1044.63±
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1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
STA 140+20
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SEE SHEET 21
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AutoCAD SHX Text
27TH AVENUE
AutoCAD SHX Text
19'±
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19'±
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19'±
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19'±
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19'±
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19'±
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19'±
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39'±
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39'±
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39'±
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39'±
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39'±
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39'±
AutoCAD SHX Text
39'±
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EX R/W
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EX R/W
AutoCAD SHX Text
R/W ESMT
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SW ESMT
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GAS PH#904 2" TP=1044.27±RELOCATE
AutoCAD SHX Text
SEWER 8" INV=1045.04±
AutoCAD SHX Text
APS UGE PH#612 TP=1045.09±
AutoCAD SHX Text
TC=1050.02
AutoCAD SHX Text
INV=1042.64
AutoCAD SHX Text
INV=1039.58
AutoCAD SHX Text
WATER 12" TP=1045.777±
AutoCAD SHX Text
STORM DRAIN PH#110 72" INV=1037.08±
AutoCAD SHX Text
CONCRETE PIPE COLLAR COP STD DET P1505
AutoCAD SHX Text
INV=1039.70
AutoCAD SHX Text
M-1 TYPE L=3' V=8'
AutoCAD SHX Text
19
AutoCAD SHX Text
STORM DRAIN MANHOLE COP STD DET P1560 MAG STD DET 423 & 522
AutoCAD SHX Text
3.0 LF 15" PIPE @ S=0.7333 FT/FT
AutoCAD SHX Text
15.0 LF 15" PIPE @ S=0.0233 FT/FT
AutoCAD SHX Text
RID IRR 36" RGRCP REMOVAL BY CONTRACTOR NEW PIPE BY RID INV=1044.04
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
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1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
CENTURYLINK 24" PH#1008 TP=1044.75
AutoCAD SHX Text
7
AutoCAD SHX Text
IRRIGATION PIPE 18" INV=1046.86
AutoCAD SHX Text
1
AutoCAD SHX Text
ZAYO FO PH#1304 2-1.25" TP=1044.63±
AutoCAD SHX Text
1
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1
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1
CITY OF PHOENIX, ARIZONA
STREET TRANSPORTATION DEPARTMENT
27TH AVENUE
LOWER BUCKEYE ROAD TO BUCKEYE ROAD
ST85100341
TY LIN INTERNATIONAL
. .
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
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1035
1040
1045
1050
1055
1060
1035
1040
1045
1050
1055
1060
NOTE:
1035
1040
1045
1050
1055
1060
1035
1040
1045
1050
1055
1060
27TH AVENUE
27TH AVENUE
AutoCAD SHX Text
27TH AVENUE LOWER BUCKEYE ROAD TO BUCKEYE ROAD
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
AutoCAD SHX Text
CKD BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
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DESCRIPTION
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REV BY
AutoCAD SHX Text
CKD BY
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DATE
AutoCAD SHX Text
DR:
AutoCAD SHX Text
DATE:
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DES:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
CK:
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DATE:
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SHEET
AutoCAD SHX Text
NO:
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
AS
AutoCAD SHX Text
BUILT
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
OG
AutoCAD SHX Text
9/18
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
63
AutoCAD SHX Text
REVISION BY CITY OF PHOENIX
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REV BY
AutoCAD SHX Text
CKD BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
CK:
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
CONSULTING ENGINEER
AutoCAD SHX Text
PROJ. NO.
AutoCAD SHX Text
DR:
AutoCAD SHX Text
REGION
AutoCAD SHX Text
9
AutoCAD SHX Text
F.H.W.A.
AutoCAD SHX Text
DES:
AutoCAD SHX Text
STATE
AutoCAD SHX Text
ARIZ.
AutoCAD SHX Text
CSS
AutoCAD SHX Text
OG
AutoCAD SHX Text
CSS
AutoCAD SHX Text
9/18
AutoCAD SHX Text
T.Y.LIN INTERNATIONAL
AutoCAD SHX Text
ST85100341
AutoCAD SHX Text
engineers planners scientists
AutoCAD SHX Text
.
AutoCAD SHX Text
AS BUILT
AutoCAD SHX Text
"PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX."
AutoCAD SHX Text
UTILITIES WITHIN THE PROJECT LIMITS.
AutoCAD SHX Text
VERIFYING ELEVATIONS FOR ALL UNDERGROUND
AutoCAD SHX Text
CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
11/29/2018 3:15:35 PM
AutoCAD SHX Text
Carlos Sanchez-Soria
AutoCAD SHX Text
T:\Tempe\Projects\221880.00\600_CADD\05_Official\Sheets\ST85100341-008-ConnectorPipes.dwg
AutoCAD SHX Text
1
AutoCAD SHX Text
/
AutoCAD SHX Text
/
AutoCAD SHX Text
1
AutoCAD SHX Text
8
AutoCAD SHX Text
2
AutoCAD SHX Text
8
AutoCAD SHX Text
1
AutoCAD SHX Text
49R1
AutoCAD SHX Text
TY Lin Half Scale.ctb
AutoCAD SHX Text
TS
AutoCAD SHX Text
TS
AutoCAD SHX Text
1"=5'
AutoCAD SHX Text
1
AutoCAD SHX Text
PROTECT IN PLACE
AutoCAD SHX Text
2
AutoCAD SHX Text
COX FACILITIES TO BE RELOCATED BY COX CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
AutoCAD SHX Text
3
AutoCAD SHX Text
CONTRACTOR TO REMOVE EXISTING IRRIGATION PIPE.
AutoCAD SHX Text
4
AutoCAD SHX Text
NEW RID IRRIGATION PIPE BY RID FORCES. NEW PIPE TO BE INSTALLED PRIOR TO CONSTRUCTION OF THIS PROJECT.
AutoCAD SHX Text
5
AutoCAD SHX Text
REPLACE IRRIGATION PIPE PER SRP PLANS.
AutoCAD SHX Text
6
AutoCAD SHX Text
GAS LINE TO BE RELOCATED BY SOUTHWEST GAS CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
AutoCAD SHX Text
1.WATER LINE ELEVATIONS ARE BASED ON WATER LINE ELEVATIONS ARE BASED ON SURVEYED TOP OF NUT AT WATER VALVES. 2.SEWER LINE ELEVATIONS ARE BASED ON SEWER LINE ELEVATIONS ARE BASED ON CITY'S QUARTER SECTION MAPS.
AutoCAD SHX Text
7
AutoCAD SHX Text
CENTURYLINK FACILITIES TO BE RELOCATED BY CENTURYLINK CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
AutoCAD SHX Text
8
AutoCAD SHX Text
SPRINT FACILITIES TO BE RELOCATED BY SPRINT CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
AutoCAD SHX Text
9
AutoCAD SHX Text
ZAYO FACILITIES TO BE RELOCATED BY ZAYO CREWS PER THE APPROVED PLANS AND PRIOR TO CONSTRUCTION OF THIS PROJECT.
AutoCAD SHX Text
UPDATED RID ELEVATIONS
AutoCAD SHX Text
1
AutoCAD SHX Text
CSS
AutoCAD SHX Text
CSS
AutoCAD SHX Text
11-18
AutoCAD SHX Text
STA 146+50
AutoCAD SHX Text
SEE SHEET 22
AutoCAD SHX Text
AutoCAD SHX Text
27TH AVENUE
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
EX R/W
AutoCAD SHX Text
EX R/W
AutoCAD SHX Text
R/W ESMT
AutoCAD SHX Text
34.0 LF 15" PIPE @ S=0.1959 FT/FT
AutoCAD SHX Text
TC=1053.47
AutoCAD SHX Text
INV=1049.47
AutoCAD SHX Text
INV=1042.75
AutoCAD SHX Text
STORM DRAIN PH#111 72" INV=1039.83±
AutoCAD SHX Text
WATER 12" TP=1048.32±
AutoCAD SHX Text
RID IRR 30" RGRCP REMOVAL BY CONTRACTOR NEW PIPE BY RID INV=1047.67
AutoCAD SHX Text
APS PH#613 2" TP=1050.10±
AutoCAD SHX Text
CONNECTION COP STD DET P1577
AutoCAD SHX Text
M-1 TYPE L=6' V=4'
AutoCAD SHX Text
20
AutoCAD SHX Text
CENTURYLINK 1" PH#1009 TP=1049.87
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
7
AutoCAD SHX Text
1
AutoCAD SHX Text
ZAYO FO PH# 1305 2-1.25" TP=1046.08±
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
STA 146+55
AutoCAD SHX Text
SEE SHEET 22
AutoCAD SHX Text
AutoCAD SHX Text
27TH AVENUE
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
32'±
AutoCAD SHX Text
33'±
AutoCAD SHX Text
33'±
AutoCAD SHX Text
33'±
AutoCAD SHX Text
33'±
AutoCAD SHX Text
33'±
AutoCAD SHX Text
33'±
AutoCAD SHX Text
33'±
AutoCAD SHX Text
EX R/W
AutoCAD SHX Text
EX R/W
AutoCAD SHX Text
R/W ESMT
AutoCAD SHX Text
26.0 LF 15" PIPE @ S=0.1296 FT/FT
AutoCAD SHX Text
STORM DRAIN PH#111 72" INV=1039.85±
AutoCAD SHX Text
TC=1053.20
AutoCAD SHX Text
INV=1046.18
AutoCAD SHX Text
INV=1042.83
AutoCAD SHX Text
WATER 12" TP=1048.32±
AutoCAD SHX Text
RID IRR 30" RGRCP REMOVAL BY CONTRACTOR NEW PIPE BY RID INV=1047.68
AutoCAD SHX Text
APS 2" TP=1050.10±
AutoCAD SHX Text
M-1 TYPE L=3' V=8'
AutoCAD SHX Text
21
AutoCAD SHX Text
STORM DRAIN MANHOLE COP STD DET P1560 MAG STD DET 423 & 522
AutoCAD SHX Text
CENTURYLINK 1.5"
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
ZAYO FO PH# 1305 2-1.25" TP=1046.08±
AutoCAD SHX Text
9
AutoCAD SHX Text
1
AutoCAD SHX Text
1