24w-2 pn 095731000003 weld county road 50 0

2
0 40 80 120 Scale In Feet N 478988 A ESPOSTO M MONAHAN R TOW NSEND PUM P ST AT I ON 1 THORNTON W ATER PROJ ECT 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 T R A FF I C F L O W PROPOSED ROW 30' EXST AND STATION CONSTRUCTION. PIPELINE CONSTRUCTION WILL OCCUR PRIOR TO PUMP 2. 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 ' 30 s f- 0 s t 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 GRADI NG AND DRAI NAGE PL AN 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 CH2 M HLL2018 . ALLRGHTS RESERVED. THDOCUMENT, AND THE EAS AND DESGNS CORPORATED HEREN, AS AN NSTRUMENT OF PROFESSONALSERVCE, THE PROPERTY OF REUSE OF DOCUMENTS1 2 3 4 5 6 B C D VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING. 1" 0 c PROJ DATE DATE NO. DSGN DR REVSON CHK APVD BY APVD SHEET DWG A CTY OF THORNTON THORNTON, CO of $PWPATH CH2 M HLLAND S NOT TO BE USED, W HOLE OR N PART, FOR ANY OTHER PROJ ECT W THOUT THE W RTTEN AUTHORATON OF CH2 M HLL . $PWURL THORNTON W ATER PROJ ECT I SSUED F OR PERM I T NOT F OR CONST RUCT I ON JANUARY 2021 FO W G E FO 4885 4890 4890 4890 4890 4890 4895 4895 4895 4895 4895 4895 4 900 4900 4900 4 9 00 4900 G G

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0 40 80 120

Scale In Feet

N

478988

A E

SP

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OM M

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AN

R T

OW

NS

EN

D

PU

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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

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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

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JANUARY 2021

FO

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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

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OR

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ON W

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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

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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

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5115

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