24w-2 pn 095731000003 weld county road 50 0
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0 40 80 120
Scale In Feet
N
478988
A E
SP
OSIT
OM M
ON
AH
AN
R T
OW
NS
EN
D
PU
MP S
TA
TIO
N 1
TH
OR
NT
ON W
AT
ER P
ROJE
CT
SECTION LINE
EXST GAS
ROAD
20' ACCESS
INLET
DRAIN
STORM
INLET
DRAIN
STORM
GENERATOR, TYP
TRANSFORMER, TYP
SITE PIPING
GRADING LIMITS
SEE DWG USR-C-XXXX
EASEMENT
TWP PIPELINE AND
EXST FENCE
EXST FO
EXST GAS
PROPOSED FENCE
PROPOSED FENCE
PROPERTY LINE
PARCEL LINE
STORM DRAIN MH PIPING
STORM DRAIN
SITE = 3.75AC
PUMP STATION
APOG19-0044
WELD COUNTY ROAD 50
24W-2
24W-8
EASEMENT, TYP
TWP PERMANENT
EASEMENT, TYP
TWP CONSTRUCTION
TWP PIPELINE
TRAFFIC FLOW
TRAFFIC
FLOW
PROPOSED ROW
30' EXST AND
STATION CONSTRUCTION.
PIPELINE CONSTRUCTION WILL OCCUR PRIOR TO PUMP2.
FOR EXISTING EASEMENT INFORMATION SEE DWG USR-C-XXXX.1.
NOTES:
STRUCTURE
OUTLET
PIPING
DRAIN
STORM
CULVERT
SWING GATE (24')
MANUAL DOUBLE
20'
3:1
SEE NOTE 1, TYP
EXST EASEMENT
CULVERT
520'
30sf-0st
297'
GUTTER
CURB AND
USR-C-0150
EXST W
24-14
USR-C-0150.dgn
PN 095731000003
PN 095731100007
POINT (COMMERCIAL)
PROPOSED ACCESS
R=10'
R=80'
PARKING
STATION
PUMP
GR
ADIN
G A
ND D
RAIN
AG
E P
LA
N
10,000 SQ FT
PUMP STATION
19,399 CU-FT
AREA VOLUME =
NO BUILD/STORAGE
FILENAME: PLOT DATE: PLOT TIME:2021\01\13 7:43:02 PM
CH
2M HIL
L 2
018. A
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EU
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EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
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PROJ
DATE
DA
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DS
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DR
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VISIO
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CH
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TH
OR
NT
ON W
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ROJE
CT
ISS
UE
D F
OR
PE
RMIT
NO
T F
OR
CO
NS
TR
UC
TIO
N
JANUARY 2021
FO
W
G
E
FO
4885
4890
4890
4890
4890
4890
4895
4895
4895
4895
4895
4895
4900
4900
4900
4900
4900
GG
5080
5085
5085
5090
5090
5095
5095
5100
5100
5105
5105
5110
5110
5115
5115
5120
5120
5125
5125
FENCE
PROPOSED
0 50 100 150
Scale In Feet
N
A E
SP
OSIT
OM M
ON
AH
AN
478988
R T
OW
NS
EN
D
PU
MP S
TA
TIO
N 2
TH
OR
NT
ON W
AT
ER P
ROJE
CT
EXST GAS
EXST OHE
PROPOSED OHE
COLLECTED
INFORMATION
PROPERTY
NO
T-1-N, R-67-W
SEC 32
SE 1/4
T-1-N, R-67-W
SEC 33
SE 1/4
SITE PIPING
TRANSFORMER
SITE PIPING
EXST TELEPHONE
70' FUTURE ROW
50' EXST ROW
15,000 SQ FT
PUMP STATION
15000 SQ FT
FOREBAY
SITE = 8.4 AC
PUMP STATION
PROPOSED
EASEMENT, TYP
TWP CONSTRUCTION
TWP PIPELINE
EASEMENT, TYP
TWP CONSTRUCTION
PARCEL LINE, TYP
PROPOSED ROW
60' EXST AND
FENCE
PROPOSED
1-1
PRIOR TO PUMP STATION CONSTRUCTION.
PIPELINE CONSTRUCTION TO OCCUR2.
SEE USR-C-0001.
FOR EXISTING EASMENT INFORMATION1.
NOTES:
FLOW
TRAFFIC
PARKING
STATION
PUMP
EASEMENT, TYP
TWP PERMANENT
TWP PIPELINE
EASEMENT, TYP
TWP PERMANENT
FLOW
TRAFFIC
449'-10"
30'
715'-4"
50'
INLET
STORM
PIPE
STORM
STORM PIPE
3:1
TYP
3:1
FENCE
PROPOSED
STRUCTURE
OUTLET
GENERATOR, TYP
WE
LD C
OU
NT
Y R
OA
D 1
7
WELD COUNTY ROAD 2
SEE NOTE 1, TYP
EXST EASEMENT
USR-C-0151
USR-C-0151.dgn
GR
ADIN
G A
ND D
RAIN
AG
E P
LA
N
PN 146933000019
EA SIDE
R=30'
POINT (COMMERCIAL)
PROPOSED ACCESS
ACCESS ROAD
20' PAVED
SWING GATE (24')
MANUAL DOUBLE
SECTION LINE, TYP
VOLUME = 16,272 SQ FT
NO BUILD/STORAGE AREA
SEE DWG USR-C-0001
EASEMENTS, TYP
TWP PIPELINE AND
PIPELINE CONSTRUCTION
STAGING AREA FOR WATER
PROPOSED TEMPORARY
FILENAME: PLOT DATE: PLOT TIME:2021\01\13 7:43:36 PM
CH
2M HIL
L 2
018. A
LL RIG
HTS R
ES
ER
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D.
THIS D
OC
UM
EN
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AN
D T
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AS A
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VIC
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RO
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RT
Y O
FR
EU
SE O
F D
OC
UM
EN
TS:
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0
c
PROJ
DATE
DA
TE
NO.
DS
GN
DR
RE
VISIO
N
CH
K
AP
VD
BY
AP
VD
SHEET
DWG
A
CIT
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F T
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TH
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CO
of
$PWPATH
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ND IS N
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D, IN W
HO
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OR A
NY O
TH
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$PWURL
TH
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ISS
UE
D F
OR
PE
RMIT
NO
T F
OR
CO
NS
TR
UC
TIO
N
JANUARY 2021
5090
5090
5095
51005100
5100
5105
5105
5105
5105
5110
5110
5110
5110
5115
5115
5115
5115
5115
5120
5120
5120
5120
5125
5125
5125
5125
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