HomeMy WebLinkAbout1.02 Master Utility Planellm Pans MU M3.
IRONBRIDGE P.U.D.
OVERALL MASTER UTILITY PLAN PHASE III
S
ROARING
FORK RIR
LEGEND
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC LINE
- EXISTING IRRIGATION
PROPOSED TYPE 13 COMBINATION INLET
EXISTING ASPHALT
PROPOSED ASPHALT
EXISTING BOUNDARY LINE
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING BURIED ELECTRIC,
TELEPHONE AND CABLE TV
EXISTING BURIED GAS LINE
EXISTING 10" WATER LINE
EXISTING 8" WATER LINE
EXISTING SEWER LINE
EXISTING 6" FORCE MAIN SEWER
EXISTING 4" FORCE MAIN SEWER
to' u PROPOSED 10" WATER LINE
8"V PROPOSED 8" WATER LINE
WISS PROPOSED 8" SANITARY SEWER
+"FMPROPOSED 4" FORCE MAIN SEWER
PROPOSED SAN SEWER SERVICE
PROPOSED WATER SERVICE
34
yes
GRAPHIC SCALE
100
0
50
100
200
400
( IN FEET )
1 inch = 100 ft.
Ra
BENCHMARK:
USGS BENCHMARK Q-158
ELEVA11ON = 5957.45 NAVD 1929
•
PROPOSED AIR VAC VALVE
PROPOSED UTILITY CONDUIT
PROPOSED STORM SEWER AND MANHOLE
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER VALVE
EXISTING SAN SEWER MANHOLE
PROPOSED SAN SEWER MANHOLE
PROPOSED FORCE MAIN CLEANOUT
EXISTING FORCE MAIN CLEANOUT
EXISTING ELECTRIC TRANSFORMER
PROPOSED CURB STOP LOCATION
EXISTING STORM SEWER AND MANHOLE
PIPE DEPRESSION
NOTE:
1. CONTRACTOR TO FIELD VERIFY LOCATIONS OF EXISTING
UTILITY MAINS AT CONNECTION POINTS.
2. WATER MAIN STATIONING AND OFFSETS ARE BASED
ON ROAD CENTERLINE.
3. ALL WATER CURB STOPS LOCATED IN PAVED AREAS
WILL REQUIRE A TRAFFIC RATED COVER.
4. DO NOT CREATE A HIGH POINT IN THE WATERLINE
ALONG LONG SHADOW LANE & RED BLUFF CIRCLE. THIS
WILL ELIMINATE THE NEED FOR AN AIR RELEASE VALVE.
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PROJECT NO.
2051019.00
MUO
1
1
1
1
1
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1
1
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29.13 L.F. 6" D.I.P.
FIRE HYDRANT ASSEMBLY No. 9
W/ 6" GATE VALVE
29.13 L.F. 6" DIP
STA: 95+00.0016.02 R
k
CO
IBSSMH-57
ti
DEPRESS WATERLINE
T.O.P. 5921.83
IBSDMH-5
45' BEND
STA: 110+42.939.00 L
4.22 L.F. 8" DIP
45' BEND
STA: 110+39.956.02 L
2.40 L.F. 8" DIP
10"x10"x10" TEE
W/ 6" REDUCER -i ,t,
STA: 110+39.963.62 L fix/
1 FIRE HYDRANT ASSEMBLY No. 10 'I;'�'`
W/ 6" GATE VALVE 50.24 L.F. 6" DIP
N 15270.34 E 13842.86
\DEPRESS WATERLINE
T.O.P. 5924.21
IBSDINLET-4
8.67 L.F. 8" DIP
11.25' BEND
STA: 110+40.005.04' R
26.65 L.F. 8" DIP
11.25' BEND
STA: 110+33.5530.90' R
1
192.30 L.F. 8" DIP
\ 1
3/4
O
DEPRESS WATERLINE
T.O.P. 5922.00
8" 45' BEND
8" X 6" REDUCER
STA: 95+19.96
5.00 L
SS
S
X
IBSDINLET-3
4/
T
•
X_
•
s DEPRESS WATERLINE
T.O.P. 5921.72
•
•
sf
BEGIN CURVILINEAR PIPE r
STA 96+78.877.00 L
IBSSMH-56 13.75 L.F.
8" GATE VALVE 8 D.I.P
STA: 112+62.209.00 L
CI) 16.46 L.F.
8" DIP
IBSSMH-54
END CURVILINEAR PIPE
STA 112+45.747.00 L
IBSSMH-58
90.83 L.F.
8" DIP
BEGIN CURVILINEAR PIPE
STA 111+60.867.00 L
S
/
1
s
45' BEND
STA: 88+16.2570.81' R
63.81 L.F. 8" DIP
1 51.92 L.F.
10" D.I.P.
166.46 L.F.
10" D.I.P.
tiq
t'
WT
FIRE HYDRANT ASSEMBLY No. 11
W/6" GATE VALVE
12.0 L.F. 6" DIP
STA: 86+55.9419.00 R
k
/
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X
ss
/
•
233.19 L.F.
18" RCP
158.91 L.F.
8" D.I.P
•
•
4x0'`
"so
1
Alt.
•
2.70.26 L.F.
8" DIP
BEGIN CURVILINEAR PIPE
STA 98+52.61,-7.00 L
117.92 L.F. 73.68 L.F.
8" DIP 8" DIP
IBSSMH-53
73.55 L.F.
8" D.I.P
cip
t
X
t
L1
•
1-`
CONCRETE ENCASEMENT,
20.00 L.F.
102.32 L.F.
8" DIP
IBSDMH-3
IBSSMH-55
8" GATE VALVE
STA: 97+74.975.00 L
END CURVILINEAR PIPE
STA 97+74.977,00 L
14.80 L.F.
8" D.I.P
108.01 L.F.
18" R.C.P.
-VD
CZ
8"x8"x8" TEE
STA: 97+89.785.00 L
IBSDMH-2
102.11 L.F.
8" D.I.P.
8"x8"x8" TEE
W/ 6" REDUCER
STA: 98+93.055.00 L
FIRE HYDRANT ASSEMBLY No. 8
W/ 6" GATE VALVE
11,6 L.F. 6" DIP
STA: 98+92.8817.00 L
END CURVILINEAR PIPE / s
ss STA 99+26.337.00 L
41.22 L.F. - Wt
8" DIP 48.60 L.F.
100.40 L.F. 18" R.C.P.
18" R.C.P.
10.00 L.F
10" D.I.P
ss
IBSDMH-1
8" GATE VALVE
STA: 99+67.40-5,00 L
IBSSMH-59
J
10.00 L.F.
10" D.I.P.
10" GATE VALVE
STA: 86+92.327.00 R
4
133.94 L.F. J�
10" DIP
90k
0
0
4
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i
END CURVILINEAR PIPE
STA 89+93.90-7.00 R
10" GATE VALVE
STA: 90+45.827.00 R
x>:
/
13.00 L.F,
8" D.I.P
62.83 L.F.
10" DIP
s.
Ago
JE
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r'A�
3A
iiiprape
194.70 L.F.
1- 0" D.I.P.
146.11 L.F.
18" R.C.P.
‘JE
IBSSMH-51
IBSDINLET-2
CONCRETE ENCASEMENT
20.00 L.F.
IBSDINLET-1
25.67 L.F.
18" R.C.P.
DEPRESS WATERLINE
WT
UE
FIRE HYDRANT ASSEMBLY No
W/ 6" GATE VALVE
12.00 L.F. 6" DIP
STA: 83+14.4819.00 R
WT
DEPRESS WATERLINE_
TOP EL 5922.70
253.80 L.F. SS
10" DIP
LIE
E
3n
8
AT
83+00
TOP EL 5924.44 CZ
20
10" GATE VALVE
B STA: 85+04.907.0 R
10"x10"x10" TEE
W/ 8" REDUCER
STA: 85+14.697.00 R
IBSSMH-52
15.00 L.F. 10" DIP
10" GATE VALVE
STA: 86+92.327.00 R\
END CURVILINEAR PIPE
STA 85+90.887.00 R
91.44 L.F. 10" DIP
10"x10"x10" TEE
W/ 6" REDUCER
STA: 86+82.327.00 R
10"x10"x10" TEE
W/ 8" REDUCER
STA: 88+16.257.00 R
6.62 L.F. 10" DIP
BEGIN CURVILINEAR PIPE
STA 88+27.87'x7.00 R
IBSDINLET-5
SS /SS
IBSSMH-50
IBSDMH-8
1
1- 8" R.C.P.
IBSSMH-49
1
2+DO
42.10 L.F.
18' RCP
IBSDMH-5
171.77 L.F.
10"x10"x10" TEE
W/ 6" REDUCER
STA: 83+14.737.00 R
235.73 L.F.
18" RCP
J
/
/
/11;
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N
IBSDMH-7 C
286.25 L.F.
18" RCP
146.12 L.F.
18" RCP
IBSDMH-6
SS
IBSDMH-9
4T •
S.c
44.00 L.F.
/ 18" R.C.P.
BEGIN CURVILINEAR PIPE
STA 81+04.927.00 R
IBSDMH-10
10" GATE VALVE
STA: 80+65.45.7.00 R
C
FIRE HYDRANT ASSEMBLY No. 7
W/ 6" GATE VALVE
12.0 L.F. 6" DIP
STA: 80+32.7519.17 L
S
■
NOTES:
' 1. WATER STATIONING AND OFFSETS ARE BASED ON ROAD CENTERLINE.
2. REFER TO SHEET CS2 FOR ALL UTILITY NOTES.
KEYMAP
SCALE: 1"=500'
IBSD FES -6 ■
46.81 L.F.
18" RCP
IBSDOUTLET-3 / 4
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BENCHMARK:
USGS BENCHMARK 0-158
ELEVATION = 5957.45 NAVD 1929
50
0 25
GRAPHIC SCALE
50 100 200
UE
( IN FEET )
1 inch = 50 ft.
LEGEND
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC LINE
EXISTING IRRIGATION
.110- * ti
PROPOSED TYPE 13 COMBINATION INLET
EXISTING ASPHALT
PROPOSED ASPHALT
EXISTING BOUNDARY LINE
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING BURIED ELECTRIC,
TELEPHONE AND CABLE TV
EXISTING BURIED GAS LINE
EXISTING 10" WATER LINE
EXISTING 8" WATER LINE
EXISTING SEWER LINE
EXISTING 6" FORCE MAIN SEWER
EXISTING 4" FORCE MAIN SEWER
PROPOSED 10" WATER LINE
PROPOSED 8" WATER LINE
PROPOSED 8" SANITARY SEWER
PROPOSED 4" FORCE MAIN SEWER
PROPOSED SAN SEWER SERVICE
PROPOSED WATER SERVICE
PROPOSED AIR VAC VALVE
PROPOSED UTILITY CONDUIT
PROPOSED STORM SEWER AND MANHOLE
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
►� PROPOSED WATER VALVE
• EXISTING SAN SEWER MANHOLE
ID PROPOSED SAN SEWER MANHOLE
PROPOSED FORCE MAIN CLEANOUT
EXISTING FORCE MAIN CLEANOUT
IP EXISTING ELECTRIC TRANSFORMER
1j PROPOSED CURB STOP LOCATION
EXISTING STORM SEWER AND MANHOLE
PIPE DEPRESSION
NOTE:
1. CONTRACTOR TO FIELD VERIFY LOCATIONS OF EXISTING
UTILITY MAINS AT CONNECTION POINTS.
2. WATER MAIN STATIONING AND OFFSETS ARE BASED
ON ROAD CENTERLINE.
3. ALL WATER CURB STOPS LOCATED IN PAVED AREAS
WILL REQUIRE A TRAFFIC RATED COVER.
4. DO NOT CREATE A HIGH POINT IN THE WATERLINE
ALONG LONG SHADOW LANE & RED BLUFF CIRCLE. THIS
WILL ELIMINATE THE NEED FOR AN AIR RELEASE VALVE.
NO. DATE REVISION BY
1 04-0407 CLIENT CHANGES RCE
CLIENT CHANGES
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PROJECT NO.
2051019.00
MU1
03 1064\DWG \Prelim Rana MI PH3.aqvg,V3/1007 u v u Pr
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32.19 L.F.
10" DIP
10"x10"x10" TEE
W/ 6" REDUCER
STA: 80+33.267.00 R
4'T
SS
1'
oo
i
•
220.10 L.F.
10" D.I.P.
•
wT
19
!0
Ss
ss
\
FIRE HYDRANT ASSEMBLY No. 6
W/ 6" GATE VALVE
12.0 L,F. 6" DIP
STA: 78+13.4019.00 R
FIRE HYDRANT ASSEMBLY No. 5
W/ 6" GATE VALVE _
18.90 L.F. 6" DIP
STA: 56+18.2728.75 R
10" 10' BEND
>vT 269.24 L.F. STA: 56+39.62
10" D.I.P. 11.95 R
10" 23' BEND
STA: 56+42.63
11.63 R
•
•
co
IBSSMH-48
•
DEPRESS WATER SERVICE
UNDER STORM SEWER
10" 22.5' BEND
STA: 54+97.40
9.00 R
87.20 L.F.
18" RCP
124.42 L.F.
10" D.I.P.
IBSDMH-10
i
WT
19.84 L.F.
18" RCP
74.64 L.F.
10" D.I.P.
123.11 L.F.
18" RCP
10" 21' BEND
STA: 54+25.58
9.00 R
64.68 L.F.
10" D.I.P.
10.00 L.F.
10" D.I.P.
10"x10"x10" TEE
W/ 6" REDUCER
STA: 78+13.167.00 R
31.68 L.F.
10" D.I.P
N
4'7
ssk
10" GATE VALVE
STA: 75+43.937.00 R
STA:
10.00 L.F.
10" D.I.P
10" GATE VALVE
71+26.710.68 L
10" 41' BEND
STA: 71+19.53
7.02 L
gv x
.0 •
0
55
44.
IBSDFES-5
IBSDOUTLET-2'
IBSDFES-2
10" 10' BEND
STA: 53+63.20
7.29 R
74,63 L.F.
18" RCP
96.38 L.F.
10" D.I.P.
IBSDMH-11 04+00'
DEPRESS WATERLINE
TOP EL 5925.27
0 181.42 L.F. IBSDMH-12
6X. 18" RCP 24.59 L.F.
$10"x10"x10" TEE 18" RCP wT
20.18 L.F.. W/ 6" REDUCER DEPRESS FORCE MAIN
10" DIP STA: 56+19.5310.03 --- 591
`-1BSSMN-LIFT STATION
10" GATE VALVE
STA: 56+69.67"4.87 R
FUTURE LIFT
STATION
10"x10"x10" TEE
STA: 75+33.93-7.00
CONCRETE ENCASEMENT STA: 52+39.79-19.19 L
20.00
L.F.
IBSSMH-47
O
FIRE HYDRANT ASSEMBLY No. 13
W/ 6" GATE VALVE
12.0 L.F, 6" DIP
STA: 70+59.7219.00 L
77.10 L.F.
10" D.I.P
10" 11.25' BEND
STA: 69+83.11
7.30 L
49.45 L.F.
10" D.I.P
0
0
14
'0
26.45 L.F.
10" D.I.P
9.57 L.F.
10" D.I.P.
IBSDMH-9
59.70 L.F.
10" D.I.P
N
10"x10"x10" TEE
W/ 6" REDUCER
STA: 70+59.847.02 L
137.74 L.F.
18" RCP
IBSSMH-46
IBSSMH-45
t1 IBSDMH-8
IBSSMH-44
55.60 L.F.
10" D.I.P
IBSDINLET-8
Pie
CAD
O
FIRE HYDRANT ASSEMBLY No. 4
W/ 6" GATE VALVE
26.19 L.F. 6" D.I.P.
24.76 L.F.
18" RCP
co
EXISTING SANITARY
SEWER
wT
221.81 L.F.
18" RCP
4.
DEPRESS WATER SERVICE
UNDER STORM SEWER
IBSDINLET-9
DEPRESS WATERLINE
TOP EL 5916.63
IBSDMH-13 CO
27.45 L.F.
7-10" D.I.P
EXISTING FORCEMAIN
sX
10"x10"x10" TEE
W/6" REDUCER
STA: 52+39.95-7.00 R.._
•
r
0'
•�
1
lvT
•
AIR RELEASE VALVE
69+35.00 - 4.08' L
35.16 L.F.
10" D.I.P
SS
FIRE
10" 22.5' BEND
STA: 69+01.25
9.00 L
10" 13' BEND
STA: 68+47.90
9.00 L, 86.75 L.F.
10" D.I.P
6.15 L.F.
10" D.I.P.
4'r
4
s
HYDRANT ASSEMBLY No. 14
W/ 6" GATE VALVE
11.0 L.F. 6" DIP
STA: 67+55.8519.00 L
6,07
DEPRESS WATER SERVICE' ..
UNDER STORM SEWER
225.47 L.F. �
18" RCP 10" GATE VALVE
STA: 67+62.00-8.00L
10"x10"x10" TEE
W/ 6" REDUCER
STA: 67+55.858.00 L
IBSSMH-43
wr DEPRESS WATER SERVICES
UNDER STORM SEWER
23.17 L.F.
18" RCP
IBSDINLET-7
At
Irk,45
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`\X00
Ss
276.97 L.F.
01 10" D.I.P
CO
DEPRESS WATERLINE
TOP EL 5933,91
IBSDINLET-6
4'r
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♦
KEYMAP
SCALE: 1"=500'
•
•
♦
BENCHMARK:
USGS BENCHMARK Q-158
ELEVATION = 5957.45 NAVD 1929
♦
50
NOTES:
1. WATER STATIONING AND OFFSETS ARE BASED
ON ROAD CENTERLINE.
2. REFER TO SHEET CS2 FOR ALL UTILITY NOTES.
GRAPHIC SCALE
0 2s 50 100 200
UE
MIN
( IN FEET )
1 inch = 50 ft.
LEGEND
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC LINE
EXISTING IRRIGATION
t0"v
8
w'SS
4 'FtI
PROPOSED TYPE 13 COMBINATION INLET
EXISTING ASPHALT
PROPOSED ASPHALT
EXISTING BOUNDARY LINE
PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING BURIED ELECTRIC,
TELEPHONE AND CABLE TV
EXISTING BURIED GAS LINE
EXISTING 10" WATER LINE
EXISTING 8" WATER LINE
EXISTING SEWER LINE
EXISTING 6" FORCE MAIN SEWER
EXISTING 4" FORCE MAIN SEWER
PROPOSED 10" WATER LINE
PROPOSED 8" WATER LINE
PROPOSED 8" SANITARY SEWER
PROPOSED 4" FORCE MAIN SEWER
PROPOSED SAN SEWER SERVICE
PROPOSED WATER SERVICE
§181-• PROPOSED AIR VAC VALVE
PROPOSED UTILITY CONDUIT
PROPOSED STORM SEWER AND MANHOLE
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
N PROPOSED WATER VALVE
• EXISTING SAN SEWER MANHOLE
• PROPOSED SAN SEWER MANHOLE
PROPOSED FORCE MAIN CLEANOUT
EXISTING FORCE MAIN CLEANOUT
la
EXISTING ELECTRIC TRANSFORMER
PROPOSED CURB STOP LOCATION
EXISTING STORM SEWER AND MANHOLE
PIPE DEPRESSION
NOTE:
1. CONTRACTOR TO FIELD VERIFY LOCATIONS OF EXISTING
UTILITY MAINS AT CONNECTION POINTS.
2. WATER MAIN STATIONING AND OFFSETS ARE BASED
ON ROAD CENTERLINE.
3. ALL WATER CURB STOPS LOCATED IN PAVED AREAS
WILL REQUIRE A TRAFFIC RATED COVER.
4, DO NOT CREATE A HIGH POINT IN THE WATERLINE
ALONG LONG SHADOW LANE & RED BLUFF CIRCLE. THIS
WILL ELIMINATE THE NEED FOR AN AIR RELEASE VALVE.
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NO. DATE REVISION BY
1 04-04-07 CLIENT CHANGES RCE
CLIENT CHANGES
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PROJECT NO.
2051019.00
MU2
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
OR 534-06700 IN METRO DENVER
CALL 2 -BUSINESS DAYS IN ADVANCE
i BEFORE YOU DIG, GRADE, OR
EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES
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KEYMAP
SCALE: 1"=500'
v
in
X
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NOTES:
• ♦ 1. WATER STATIONING AND OFFSETS ARE BASED ON ROAD CENTERLINE.
332.15 L.F.
10" D.I.P 2, REFER TO SHEET CS2 FOR ALL UTILITY NOTES.
• EXISTING SANITARY
• SEWER
FIRE HYDRANT ASSEMBLY No. 3
�O W/ 6" GATE VALVE
• �� 12.0 L.F. 6" DIP
sM •.- ro STA; 49+07.80-19.00 R
•' rr
8.43 L.F.
R '
X�_, 10" D.I.P..P, CJS
�% I✓T` 00 \- r 10" GATE VALVE
• -e 7. STA:48+99.37^-7.00 R
1s ro-
61.03L.F.
��- " 10" D.I.P. 10" 22.5' BEND
A9X\" ra, , STA: 48+39.49 \ ♦ �O
wp 00 9.00 R
DRAWN BY:
LAS
CHECKED BY:
TLM
DATE:
11/29/06
FILE:
MU
/
CAD 90.95 L.F. `\\
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10 11.25' BEND
STA; 42+72.577.00 R
10.73 L.F.
18" RCP
I CONCRETE ENCASEMENT
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PROPOSED EASEMENT
EXISTING EASEMENT
EXISTING BURIED ELECTRIC,
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EXISTING BURIED GAS LINE
EXISTING 10" WATER LINE
EXISTING 8" WATER LINE
EXISTING SEWER LINE
EXISTING 6" FORCE MAIN SEWER
EXISTING 4" FORCE MAIN SEWER
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PROPOSED 8"SANITARY SEWER
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10" GATE VALVE 00 STA; 62+28.19 ��
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PROPOSED UTILITY CONDUIT
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37.84 L.F. �°8�
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AIR RELEASE VALVE
11.0 L.F. 6" DIP 64+00.01 r-8.00' L SS
STA: 64+58.8819.00 L'
10" 11.25' BEND �j
STA: 63+54.24 ; 66.71 L.F. T W 5
8.23 L" 10" D.I.P,
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9.00 L
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63.82 L.F. 10" D.I.P. 1.87
10"
FIRE HYDRANT ASSEMBLY No. 16
W/ 6" GATE VALVE
18.4 L.F. 6" DIP IBSSMH-40
STA: 62+06.4721.89 L i
10" D.I.P y -. ' ,,� 'FIRE HYDRANT ASSEMBLY No. 1
10" GATE VALVE ' W/ 6" GATE VALVE \%
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STA: 60+55.8624.87' R \> 12.4 LF. 6" DIP
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10.00 L.F. 199.84 L.F. p •e .. ♦
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DEPRSTA; 61+56.56 W/ 6.. REDUCER c.•
23.17 L.F. 53
10.07' L STA: 40+57.146.60 R 18" RCP
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T.O.P. 5927.23 Op - TIE TO EXISTING 10"WATER
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.-- - -
STA: 40+35.90-6.60 R�� _.,._.r..-" - ..__"_"_'
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< EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER VALVE
• EXISTING SAN SEWER MANHOLE
PROPOSED SAN SEWER MANHOLE
Q PROPOSED FORCE MAIN CLEANOUT
EXISTING FORCE MAIN CLEANOUT
EXISTING ELECTRIC TRANSFORMER
) PROPOSED CURB STOP LOCATION
EXISTING STORM SEWER AND MANHOLE
PIPE DEPRESSION
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e--� \ a� / NOTE:
--1, 1. CONTRACTOR TO FIELD VERIFY LOCATIONS OF EXISTING
-- � UTILITY MAINS AT CONNECTION POINTS.
-„--_ , ;- 2. WATER MAIN STATIONING AND OFFSETS ARE BASED
- ®a ON ROAD CENTERLINE.
PROJECT NO.
2051019.00
_\ 3. ALL WATER CURB STOPS LOCATED IN PAVED AREAS
WILL REQUIRE A TRAFFIC RATED COVER.
4• DO NOT CREATE A HIGH POINT IN THE WATERLINE
IRONBRIDGE PHASE II - PER SEPARATE DOCUMENTBUSGSENCHMARK:
BENCHMARK 0-158 WLOLNELIMINATEHTHEDNEEDNFOR AND ABRURELEA EL VALVE.
ELEVATION = 5957.45 NAVD 1929
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