Durango 160W Waterline Replacement - 90_ Plans 2025.pdf

PDF 22 MB Posted Jun 25, 2025

Attached to: Design & Engineering Services 160W Waterline Replacement
Solicitation number: 2025-0030
Issued by: La Plata County, Colorado

About this file

Written by GovTribe AI · Jun 30, 2025

These engineering construction plans are for the US 160 West Waterline Replacement project for the City of Durango, located in La Plata County, Colorado. The project involves the construction of approximately 1,550 linear feet of 10-inch waterline and associated appurtenances along US Highway 160. The project is divided into two primary line segments (Line A and Line B), with detailed civil engineering plans showing plan and profile views, connection details, gate valve and trench details, and standard City of Durango public works specifications. The construction plans, prepared by Souder, Miller & Associates in March 2023, provide comprehensive technical specifications for waterline installation, including pipe materials (10" PVC, DR18 C900), connection methods, valve installations, and specific crossing details for culverts and existing utilities.

The project documentation includes multiple technical details such as specific connection points to existing waterlines, gate valve placements, concrete encasement requirements, and standard trench and bedding specifications. The plans outline precise installation requirements including minimum cover depths, compaction standards, and detailed drawings for various infrastructure components like fire hydrants, meter vaults, and service line connections. The engineering drawings incorporate City of Durango Public Works Department standard details, ensuring compliance with local engineering and construction standards. The project appears to be funded through municipal infrastructure improvement processes, with detailed engineering plans designed to replace and upgrade existing water infrastructure along the US 160 corridor in Durango.

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File	Type	Posted
Q&A Document 1.pdf	PDF	Jun 25, 2025
ADD Design _ Engineering Services 160W Waterline Replacement 2025_1.pdf	PDF	Jun 25, 2025
Design _ Engineering Services HWY 160 Waterline Replacement 2025 RFQ_1.pdf	PDF	Jun 25, 2025

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Chk'dByDescriptionDateRev #

Engineering Environmental Geomatics

SMA

Serving the Southwest & Rocky Mountains

Albuquerque, Carlsbad, Farmington, Hobbs, Las Cruces, Roswell, Santa Fe, NM Cortez, Denver, Grand Junction, CO - Safford, AZ - El Paso, TX - Moab, UT

Phone (505) 325-7535 Toll-Free (800) 519-0098 Fax (505) 326-0045 www.soudermiller.com

SOUDER, MILLER & ASSOCIATES

401 West Broadway Avenue

Farmington, NM 87401

PRELIMINARY

NOT FOR CONSTRUCTION

9 0

% R EV IEW

3/2023P:

-D ur an go

W W at er lin e

R ep la ce m en t (

8) \C

\C iv il\

C on st ru ct io n Pl an s\

D ur an go

W L

) C ov er .d w g, /2

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M a av

CITY OF DURANGO

US 160 WEST WATERLINE REPLACEMENT

LA PLATA COUNTY, COLORADO

NTS

LOCATION MAP

PROJECT DESCRIPTION:

CONSTRUCTION OF APPROX. 1,550

LINEAR FEET OF 10 INCH WATERLINE

AND ASSOCIATED APPURTENANCES

THE SEAL AND SIGNATURE OF THE PROFESSIONAL REGISTRANT IDENTIFIED

ON THIS COVER SHEET DOES NOT SUGGEST RESPONSIBLE CHARGE FOR ALL

SHEETS CONTAINED WITHIN THIS PACKAGE; PLAN SHEETS NOT SIGNED AND

SEALED ARE NOT THE RESPONSIBILITY OF THE PROFESSIONAL REGISTRANT

IDENTIFIED ON THIS COVER SHEET. PLEASE REFER TO PROFESSIONAL

REGISTRANTS IDENTIFIED ON INDIVIDUAL PLAN SHEETS.

NTS

VICINITY MAP

March 2023

MONTEZUMA

LA PLATA

CORTEZ

DOLORES

PLEASANT VIEW

DURANGO

IGNACIO

ARCHULETA

PAGOSA

SPRINGS

CONEJOS

MANASSA

COSTILLA

142 SAN LUIS

LAS ANIMAS

COLORADO

INTERSTATE

TRINIDAD BACA

SPRINGFIELD

DOLORES

SAN MIGUEL

DOVE CREEK

SAN JUAN

OURAY

NORWOOD

TELLURIDE

145141

SILVERTON

RIDGEWAY

OURAY HINSDALE

LAKE CITY

MINERAL

CREEDE

RIO GRANDE

160 285

MONTE VISTA

DEL NORTE

ALAMOSA

SAGUACHE

CENTER

SAGUACHE

HUERFANO

69 10

WALSENBURG

LA VETA

CUSTER

WESTCLIFFE

PUEBLO

COLORADO CITY

PUEBLO

COLORADO

INTERSTATE

PROWERS

OTERO

KIOWA

CROWLEY

BENT

LA JUNTA

FOWLER

96ORDWAY

LAS ANIMAS50

50 400

GRANADA

LAMAR

EADS

SHERIDAN LAKE

MONTROSE

MESA

DELTA

GUNNISON

NATURITA

MONTROSE

OLATHE

14190

GRAND

JUNCTION

FRUITA

PALISADE

COLORADO

INTERSTATE

HOTCHKISS

DELTA

CEDAREDGE

GUNNISON

PITKIN

LAKE

CHAFFEE

82133

ASPEN

SALIDA

BUENA

VISTA 285

LEADVILLE

PARK

FREMONT

CANON CITY

FLORENCE

PENROSE

FAIRPLAY

HARSTEL

TELLER

ELBERT

EL PASO

CRIPPLE

CREEK

WOODLAND

PARK

COLORADO

INTERSTATE

CANON CITY

KIOWA

ELIZABETH

COLORADO

SPRINGS

LINCOLN

KIT CARSON

CHEYENNE

LIMON

HUGO

COLORADO

INTERSTATE

COLORADO

INTERSTATEBURLINGTON

38559

KIT CARSON

CHEYENNE

WELLS

RIO BLANCO

GARFIELD 70

COLORADO

INTERSTATE

GLENWOOD

SPRINGS

NEW CASTLE

RIFLE

MEEKERRANGELY

SUMMITEAGLE

EAGLE AVON

BRECKENRIDGE

SILVERTHORNE

ARAPAHOE

ADAMS

WELD

JEFFERSON

GILPIN

DOUGLAS

DENVER

CLEAR CREEK

BROOMFIELD

BOULDER

COLORADO

INTERSTATE

COLORADO

INTERSTATE

COLORADO

INTERSTATE

LAKEWOOD-DENVER-AURORA

BOULDER

LONGMONT

COLORADO

INTERSTATE

COLORADO

INTERSTATE

GREELY

ERIE

FORT LUPTON

JOHNSTOWN

MOFFAT

ROUTT

GRAND

JACKSON LARIMER

CRAIG

STEAMBOAT

SPRINGS

HAYDEN

OAK CREEK

WALDEN

GRANBY

HOT SULPHUR

SPRINGS

GRAND LAKE40

ESTES

PARK

FORT COLLINS

LOVELAND

COLORADO

INTERSTATE

MORGAN

WASHINGTON

YUMA

LOGAN

PHILLIPS

SEDGWICK

STERLING

CROOK

COLORADO

INTERSTATE138

BRUSH

FORT MORGAN

WIGGINS

AKRON

OTIS

34 34

WRAY

YUMA

HOLYOKE

SEDGWICK

JULESBURG

PROJECT LOCATION

THESE DETAILED PLANS AND SPECIFICATIONS WERE PREPARED UNDER MY

DIRECTION AND SUPERVISION ON BEHALF OF SOUDER, MILLER & ASSOCIATES.

COLIN DALY, P.E. DATE

PROJECT MANAGER

LA PLATA

DURANGO

IGNACIO

550550

DRAWING INDEX

SHEET NO. SHEET TITLE

G-1 COVER SHEET AND DRAWING INDEX

G-2 GENERAL NOTES AND LEGEND

G-3 PROJECT SITE PLAN AND DRAWING INDEX

G-4 SURVEY CONTROL

C-1 LINE A PLAN AND PROFILE STA 0+00 TO 5+00

C-2 LINE A PLAN AND PROFILE STA 5+00 TO 10+00

C-3 LINE A PLAN AND PROFILE STA 10+00 TO 11+90

C-4 LINE B PLAN AND PROFILE STA 0+00 TO 3+58

DT-1 TRENCH, RESTRAINT AND GATE VALVE DETAILS

DT-2 COMBINATION AIR VALVE DETAIL

DT-3 CONNECTION DETAILS

DT-4 COD STANDARD DETAIL W-1

DT-5 COD STANDARD DETAIL W-2

DT-6 COD STANDARD DETAIL W-3

DT-7 COD STANDARD DETAIL W-4 (1 OF 2)

DT-8 COD STANDARD DETAIL W-4 (2 OF 2)

DT-9 COD STANDARD DETAIL W-5

DT-10 COD STANDARD DETAIL W-7

DT-11 COD STANDARD DETAIL W-8

DT-12 COD STANDARD DETAIL O-1

DT-13 COD STANDARD DETAIL O-2

LEGEND

HYDRANT

WATER METER

POWER POLE

GUY ANCHOR

ELECTRICAL J-BOX

TELEPHONE PEDESTAL

STORM DRAIN INLET / OUTLET

OVERHEAD POWER LINE

UNDERGROUND POWER LINE

OVERHEAD TELEPHONE LINE

UNDERGROUND TELEPHONE LINE

WATER LINE

GAS LINE

W WATER LINE

FENCE

BUILDING

CATTLE GUARD

ROAD SIGN

GUARD RAIL

PAVED ROAD EDGE

EXISTING DRAINAGE WASH

EXISTING

LEGEND

PROPOSED

ISOLATION VALVE

DIRT ROAD EDGE

WATER UTILITY VAULT

G-2

L N

D L

N/A N/A

GATE VALVE

FIRE HYDRANT

AIR RELEASE VALVE

MATCH LINE

DIRECTION OF FLOW

UTILITY MARKER

PERMANENT WATERLINE EASEMENT

RIP RAP

SECTION LINE

3/2023

Sheet:

Horiz:Scale:

Project No:

Vert:

Date:

C hk

'd By

D es cr ip tio n

D at e R ev

THIS DRAWING IS INCOMPLETE

AND NOT TO BE USED FOR

CONSTRUCTION UNLESS IT IS

STAMPED, SIGNED AND DATED

P:\6-Durango 160W Waterline Replacement (6131728)\CAD\Civil\Construction Plans\Durango WL (6131728) Cover.dwg, 3/2/2023 3:18:23 PM AAV

Designed CheckedDrawn

March 2023

CMD JMG

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Ph on e (5

) 3

-7

T ol l-F re e (8

) 5

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) 3

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.s ou de rm ille r.c om

W es t B ro ad w ay A ve nu e Fa rm in gt on

, N M

6131728

Y O

F D

U R

O D

U R

O , C

PRELIMINARY

NOT FOR CONSTRUCTION

9 0

% R E V I EWAWWA AMERICAN WATER WORKS ASSOCIATION

BIA BUREAU OF INDIAN AFFAIRS

CBC CONCRETE BOX CULVERT

CI CAST IRON

CIPP CURED-IN-PLACE PIPE

CL or ℄ CENTERLINE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

CONC. CONCRETE

CONN CONNECTION

D.I. DUCTILE IRON

DIA DIAMETER

E EASTING

E.G. FOR EXAMPLE

E.A.E. ENGINEER APPROVED EQUAL

EG EXISTING GROUND

ELEC ELECTRIC

EX or EXIST. EXISTING

FG FINISH GRADE

FIG. FIGURE

FL FLANGE

FNPT FEMALE NATIONAL PIPE THREAD

GALV GALVANIZED

GFI GROUND FAULT INTERRUPTER

GND GROUND

GP GRINDER PUMP

HDPE HIGH DENSITY POLYETHYLENE PIPE

ID INNER DIAMETER

IE INVERT ELEVATION

INV INVERT

KAIC KILO AMPS INTERRUPTING CAPACITY

LF LINEAR FEET

LPSS LOW PRESSURE SEWER SYSTEM

LS LIFT STATION

MAX MAXIMUM

Ma MILLIAMP (ONE THOUSANDTH OF AN AMP)

MIN MINIMUM

MJ MECHANICAL JOINT

MH MANHOLE

MRGCD MIDDLE RIO GRANDE CONSERVANCY

DISTRICT

N NORTHING

NE NORTHEAST

NGS NATIONAL GEODETIC SURVEY

NOAA NATIONAL OCEANIC AND ATMOSPHERIC

ADMINISTRATION

NMED NEW MEXICO ENVIRONMENT DEPARTMENT

NTS NOT TO SCALE

NW NORTHWEST

OD OUTER DIAMETER

OHD OVERHEAD

PE POLYETHYLENE

psi POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

P/L PROPERTY LINE

R RADIUS

RCP REINFORCED CONCRETE PIPE

ROW RIGHT OF WAY

SCH SCHEDULE

SE SOUTHEAST

SPD SURGE PROTECTION DEVICE

SPECS SPECIFICATIONS

SS SANITARY SEWER

STA STATION

STD STANDARD

SVC SERVICE

S/W SIDEWALK

UGD UNDERGROUND

SW SOUTHWEST

TELE TELEPHONE

TP TOP OF PIPE

UTIL UTILITY

USBOR UNITED STATES BUREAU OF RECLAMATION

WP WEATHER PROOF

W/L WATER LINE

XING CROSSING

ABBREVIATIONS

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text W

W W W

C-1

C-2

C-3

C-4

0+00 5+00

10+00

11+90

W 0+00

3+75

G-3

A N

D D

3/2023

Sheet:

Horiz:Scale:

Project No:

Vert:

Date:

C hk

'd By

D es cr ip tio n

D at e R ev

THIS DRAWING IS INCOMPLETE

AND NOT TO BE USED FOR

CONSTRUCTION UNLESS IT IS

STAMPED, SIGNED AND DATED

P:\6-Durango 160W Waterline Replacement (6131728)\CAD\Civil\Construction Plans\Durango WL (6131728) Site Plan.dwg, 3/2/2023 3:18:41 PM AAV

Designed CheckedDrawn

March 2023

CMD JMG

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W es t B ro ad w ay A ve nu e Fa rm in gt on

, N M

6131728

Y O

F D

U R

O D

U R

O , C

PRELIMINARY

NOT FOR CONSTRUCTION

9 0

% R EV IEW

PROJECT SITE PLAN

SCALE: 1" = 100'

200'100'0

US HWY. 160

Ca m in o de l R io

US 160 WEST WATERLINE

REPLACEMENT LINE A

10" PVC, DR18 C900

US HWY. 160

US HW

Y. 550

Roosa A ve.

Tech Center D r.

Rock Point Dr.

1" = 100' N/A

US 160 WEST WATERLINE

REPLACEMENT LINE B

10" PVC, DR18 C900

SET PK NAIL FOR SMA CONTROL

N=1228785.16 E=2303679.40

EL=6537.64

SET PK NAIL FOR SMA CONTROL

N=1228917.60 E=2303617.82

EL=6540.21

SET PK NAIL FOR SMA CONTROL

N=1228796.02 E=2304140.84

EL=6524.15

SET PK NAIL FOR SMA CONTROL

N=1228990.32 E=2304257.58

EL=6524.05

SET PK NAIL FOR SMA CONTROL

N=1228520.73 E=2304676.14

EL=6509.43

SET PK NAIL FOR SMA CONTROL

N=1228355.16 E=2305331.65

EL=6626.08

SET PK NAIL FOR SMA CONTROL

N=1228164.95 E=2305557.89

EL=6494.42

SET PK NAIL FOR SMA CONTROL

N=1227967.45 E=2305479.97

EL=6499.38

SET #4 REBAR WITH CAP

STAMPED SMA CONTROL

N=1228372.47 E=2305261.47

EL=6628.07

SET #4 REBAR WITH CAP

STAMPED SMA CONTROL

N=1228965.61 E=2303714.65

EL=6539.92

SET PK NAIL FOR SMA CONTROL

N=1228631.75 E=2305210.18

EL=6627.88

G-4

C O

O L

Sheet:

Horiz:Scale:

Project No:

Vert:

Date:

C hk

'd By

D es cr ip tio n

D at e R ev

THIS DRAWING IS INCOMPLETE

AND NOT TO BE USED FOR

CONSTRUCTION UNLESS IT IS

STAMPED, SIGNED AND DATED

P:\6-Durango 160W Waterline Replacement (6131728)\CAD\Civil\Construction Plans\Durango WL (6131728) Survey Control.dwg, 3/2/2023 3:18:55 PM AMD

Designed CheckedDrawn

March 2023

CMD JMG

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E nv ir on m en ta l

G eo m at ic s

Se rv in g th e

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M ou nt ai ns

Ph on e (5

) 3

-7

T ol l-F re e (8

) 5

-0

F ax

) 3

-0 w w w

.s ou de rm ille r.c om

W es t B ro ad w ay A ve nu e Fa rm in gt on

, N M

6131728

Y O

F D

U R

O D

U R

O , C

PROJECT SURVEY CONTROL

US HWY. 160

Ca m in o de l R io

US HWY. 160

Roosa A ve.

Tech Center D r.

Rock Point Dr.

1" = 100' N/A

SCALE: 1" = 100'

200'100'0

GRID NORTH

US SURVEY FEET

CERTIFICATION:

I, DARRYL D. COSTER, COLORADO PROFESSIONAL SURVEYOR NO. 31926, DO HEREBY

CERTIFY THAT THIS CONTROL SURVEY REPORT WAS PREPARED BY ME OR UNDER

MY DIRECT SUPERVISION BASED ON AN ACTUAL SURVEY ON THE GROUND AS

DESCRIBED HEREIN; THAT I AM RESPONSIBLE FOR THIS SURVEY; AND THAT THE

SURVEY AND REPORT MEETS THE MINIMUM STANDARDS FOR SURVEYING IN

COLORADO.

DARRYL D. COSTER, P.S. 31926 DATE

BASIS OF BEARINGS:

BASIS OF BEARING FOR THIS SURVEY SHOWN HEREON ARE COLORADO

STATE PLANE COORDINATE SYSTEM GRID BEARINGS, DISTANCES AND

COORDINATES ARE MODIFIED (SURFACE) COLORADO STATE PLANE

COORDINATES, SOUTH ZONE 0503, NAD83, NAVD88, FROM A CONTROL

POINT DETERMINED BY AN OPUS SOLUTION

REFERENCE FRAME: MODIFIED NAD83(2011) (EPOCH:2010.0000)

ORIGIN OF SCALE: N= 1228372.474 E= 2305261.467

(N37°16'10.09031" W107°53'15.73343"

GRID TO GROUND SCALE FACTOR: 1.0003204316

CONVERGENCE: -1.46456389

ALL DISTANCES ARE GROUND DISTANCES, UNITS ARE U.S. SURVEY FEET

ELEVATION USED FOR SCALE: 6628.068 SFT

VERTICAL DATUM: NAVD88 (ORTHOMETRIC HEIGHTS COMPUTED USING

GEOID18)

Point Table

POINT #

NORTHING

1228785.16

1228917.60

1228796.02

1228990.32

1228520.73

1228355.16

1228164.95

1227967.45

1228372.47

1228965.61

1228631.75

EASTING

2303679.40

2303617.82

2304140.84

2304257.58

2304676.14

2305331.65

2305557.89

2305479.97

2305261.47

2303714.65

2305210.18

ELEVATION

6537.64

6540.21

6524.15

6524.05

6509.43

6626.08

6494.42

6499.38

6628.07

6539.92

6627.88

DESCRIPTION

SET PK NAIL FOR SMA CONTROL

SET #4 REBAR WITH CAP

STAMPED SMA CONTROL

SET #4 REBAR WITH CAP

STAMPED SMA CONTROL

SET PK NAIL FOR SMA CONTROL

RADO REGISTERED

31926

P R O

FES

I ON AL LAND SUR VE

YL D . COSTER

12/2/2022

W W W W W

C H

A 5+

C -2

3.0' TO

T O

P /L

2.0' TO

3.0' TO

P/L

T O

M H

T O

P /L

2.0' TO

BEGIN WATERLINE

STA 0+00.0

CONNECT TO EXISTING 8" D.I.

WATERLINE W/ 8" MJ TEE D.I.

INSTALL NEW 8" GATE VALVE

(SEE SHT. DT-1)

ON EXISTING WATERLINE

APPROX. N=1228959.08

APPROX. E=2303706.24

PI STA 0+87.8

< 12° 40' 38"

11.25° MJ BEND, D.I.

N=1228976.99 E=2303792.16

PI STA 1+54.8

< 22° 30' 00"

22.5° MJ BEND, D.I.

N=1228975.94 E=2303859.22

PI STA 1+75.6

< 21° 35' 07"

22.5° MJ BEND, D.I.

N=1228983.59 E=2303878.56

PI STA 3+40.4

< 46° 30' 00"

45° MJ BEND, D.I.

N=1228992.62 E=2304036.34

STA 0+03.0

10" X 8" MJ REDUCER, D.I.

PI STA 2+33.3

< 6° 31' 25"

5.625° MJ BEND, D.I.

N=1228983.61 E=2303936.25

PI STA 2+96.8

< 47° 00' 00"

45° MJ BEND, D.I.

N=1228990.84 E=2303999.31

PI STA 3+08.7

< 43° 05' 11"

45° MJ BEND, D.I.

N=1228983.10 E=2304008.39

PI STA 3+28.6

< 43° 57' 41"

45° MJ BEND, D.I.

N=1228984.01 E=2304028.19

PI STA 3+61.4

< 0° 34' 57" N=1228992.65 E=2304057.32

PI STA 3+85.8

< 2° 57' 44" N=1228992.44 E=2304081.73

PI STA 4+40.3

< 11° 41' 52"

11.25° MJ BEND, D.I.

N=1228989.16 E=2304136.17

STA 1+24.2

BEGIN CONCRETE

ENCASEMENT

STA 3+37.9

END CONCRETE

ENCASEMENT

STA 4+98.0

END CONCRETE

ENCASEMENT

STA 3+94.2

BEGIN CONCRETE

ENCASEMENT

T O

P /L

STA 1+46.8

2" COMBO AIR VALVE

(SEE SHT. DT-3)

0+00

1+00

2+00 3+00

4+00

5+00

STA 1+19.0

8'-0" CULVERT CROSSING

STA 4+62.5

12" SEWER CROSSING

STA 0+06.0

10" GATE VALVE

(SEE SHT. DT-1)

18.0'

3.0' TO

P/L

0+00

0+20

0+40

0+60

0+80

1+00

1+20

1+40

1+60

1+80

2+00

2+20

2+40

2+60

2+80

3+00

3+20

3+40

3+60

3+80

4+00

4+20

4+40

4+60

4+80

5+00

-6.23%

-2.29%

-100.00%

-0.30%

100.00%

-2.83%

-2.64%

-12.11%

.9 ; T

O P

" 4

5° M

N D

, D .I.

STA 1+04.0; TOP 6520.85

10" 45° MJ BEND, D.I.

STA 1+34.0; TOP 6520.76

10" 45° MJ BEND, D.I.

.8 ; T

O P

" 4

5° M

N D

, D .I.

.8 ; T

O P

" 5

° M J

D , D

.I.

.1 ; T

O P

" 5

° M J

D , D

.I.

EXISTING GRADE

AT ALIGN. CL

10" PVC, DR18 C9000+

(497 L.F.)

T P:

" X

" M

J R

, D I

T P:

8" M

E, D

.I.

8" PVC, DR18 C900 (3 L.F.)

.8 ; T

C O

H T.

D T-

8' -0

" C U

T C

R O

" S

C R

T P:

" G

E (S

H T.

D T-

C-1

E A

A N

D P

R O

T O

20'

SCALE: 1" = 20'

0 40'

1" = 20' 1" = 5'

3/2023

Sheet:

Horiz:Scale:

Project No:

Vert:

Date:

C hk

'd By

D es cr ip tio n

D at e R ev

THIS DRAWING IS INCOMPLETE

AND NOT TO BE USED FOR

CONSTRUCTION UNLESS IT IS

STAMPED, SIGNED AND DATED

P:\6-Durango 160W Waterline Replacement (6131728)\CAD\Civil\Construction Plans\Durango WL (6131728) Plan and Profile - (1).dwg, 3/2/2023 3:19:21 PM AAV

Designed CheckedDrawn

March 2023

CMD JMG

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Ph on e (5

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-0 w w w

.s ou de rm ille r.c om

W es t B ro ad w ay A ve nu e Fa rm in gt on

, N M

6131728

Y O

F D

U R

O D

U R

O , C

PRELIMINARY

NOT FOR CONSTRUCTION

9 0

% R E V I EW

US 160 WEST WATERLINE REPLACEMENT LINE A PROFILE

VIEW

10" WATERLINE

US 160 WEST WATERLINE

REPLACEMENT LINE A

10" PVC, DR18 C900

US 160 WEST WATERLINE REPLACEMENT LINE A PLAN VIEW

10" WATERLINE

US HWY. 160

EXISTING

8'-0" CULVERT

Tech Center D r.

NOTES:

1. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL COMPLETE NON DESTRUCTIVE

DIGGING OF THE EXISTING WATERLINE AT TIE-IN LOCATION TO DETERMINE LOCATION AND DEPTHS.

CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DEVIATIONS FROM DESIGN LAYOUT IN ADVANCE OF

CONSTRUCTION WITH ENOUGH NOTICE TO ENABLE DESIGN MODIFICATION IF NECESSARY.

2. EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY, BASED ON INFORMATION PROVIDED BY UTILITY COMPANIES OR AS-BUILT DRAWINGS. CONTRACTOR MUST CONTACT COLORADO 811 TO OBTAIN SPOTS AND SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS IN THE FIELD. SEE GENERAL

NOTES FOR FURTHER INFORMATION.

KEYED NOTES:

5 CONTRACTOR SHALL LOCATE POTENTIAL SEWER SERVICE LINE FROM THIS BUILDING

PRIOR TO CONSTRUCTION. REPORT DEPTH TO ENGINEER.

6 REPLACE CONCRETE PAVEMENT, INCLUDING CONCRETE REINFORCEMENT, PER CDOT

SPECIFICATIONS, LATEST EDITION FROM JOINT TO JOINT. MATCH EXISTING DEPTH OF

BASE COURSE AND CONCRETE.INSTALL FLOW FILL FROM BOTTOM TO TOP OF TRENCH TO

ALLOW INSTALLATION OF TRAFFIC PLATES UNTIL CONCRETE REPLACEMENT

7 REPLACE CURB AND GUTTER FROM JOINT TO JOINT. MATCH EXISTING DIMENSIONS AND

SLOPES. SEE CDOT M&S DRAWINGS AND STANDARD SPECIFICATIONS.

8 REPLACE SIDEWALK FROM JOINT TO JOINT. MATCH EXISTING DIMENSIONS AND SLOPES.

SEE CDOT M&S DRAWINGS AND STANDARD SPECIFICATIONS.

9 REPLACE ASPHALT PER DT-11. MAX TRENCH PAY WIDTH IS 4 FEET.

KEYED NOTES:

1 CONTRACTOR SHALL INSTALL NEW SERVICE LINE AND CURB STOP TO EXISTING METER SETTER.

MATCH EXISTING SERVICE LINE DIAMETER. SEE SHTS. DT-6 AND DT-10.IF EXISTING WATER SERVICE

LINE IS GALVANIZED STEEL PIPE, CONTRACTOR SHALL ALSO REPLACE SERVICE LINE FROM

EXISTING METER SETTER TO FOUNDATION. SEE BID SCHEDULE.

2 CONTRACTOR SHALL LOCATE EXISTING METER AND INSTALL NEW SERVICE LINE AND CURB STOP TO EXISTING METER SETTER. MATCH EXISTING SERVICE LINE DIAMETER. SEE SHTS. DT-6 AND DT-10.

3 CONTRACTOR SHALL LOCATE WATER SERVICE LINE TO EXISTING ABANDONED WATER METER IN

THIS AREA.

4 CONTRACTOR SHALL LOCATE PIPE JOINTS ON EXISTING 8" LINE WITHIN THE RESTRAINT LENGTH

AND ADD RESTRAINTS WHERE THEY DON'T EXIST. SEE SHT. DT-1.

6 7

EXISTING

8" WATERLINE

W W

W W W W W

W W

T C-

ATC

LIN

E STA 5+00

SEE SH

EET C

-1

T O

P /L

T O

W /L

T O

P /L

T O

P /L

T O

W /L

T O

F /L

T O

P /L

T O

P /L

T O

F /L

PI STA 5+22.5

< 46° 54' 21"

45° MJ BEND, D.I.

N=1228959.65 E=2304209.25

PI STA 5+44.2

< 43° 46' 15"

45° MJ BEND, D.I.

N=1228954.68 E=2304230.37

PI STA 5+57.8

< 46° 17' 21"

45° MJ BEND, D.I.

N=1228961.57 E=2304242.07

PI STA 5+99.6

< 24° 30' 00"

22.5° MJ BEND, D.I.

N=1228950.21 E=2304282.31

PI STA 6+07.7

< 20° 30' 00"

22.5° MJ BEND, D.I.

N=1228944.93 E=2304288.55

PI STA 6+47.7

< 2° 20' 53" N=1228931.40 E=2304326.19

PI STA 6+98.3

< 3° 57' 03" N=1228912.37 E=2304373.02

PI STA 7+75.5

< 7° 59' 54"

5.625° MJ BEND, D.I.

N=1228878.46 E=2304442.34

PI STA 8+69.1

< 2° 20' 18" N=1228826.01 E=2304519.91

PI STA 9+75.6

< 12° 31' 58"

11.25° MJ BEND, D.I.

N=1228762.78 E=2304605.66

PI STA 5+09.2

< 45° 00' 00"

45° MJ BEND, D.I.

N=1228971.15 E=2304202.65

5+00

6+00

7+00 8+00

9+00

10+00

STA 6+85.2

FIRE HYDRANT ASSEMBLY

1 - 10"x10"x6" MJ TEE, D.I.

2 - 10" MJ GATE VALVE

1 - 6" MJ GATE VALVE

3 L.F. 6" C900 PVC

(SEE SHTS. DT-1 AND DT-3)

STA 7+83.3

CONNECT TO EXISTING

8" WATERLINE

1 - 10"x10"x8" MJ TEE, D.I.

2 - 10" MJ GATE VALVE

1 - 8" MJ GATE VALVE

(SEE DETAIL 1, DT-3)

STA 8+48.0

CONNECT TO EXISTING

6" WATERLINE

1 - 10"x10"x6" MJ TEE, D.I.

1 - 6" MJ GATE VALVE

(SEE DETAIL 2, DT-3)

STA 8+25.4

UNK. DIA. CULVERT CROSSING

5+00

5+20

5+40

5+60

5+80

6+00

6+20

6+40

6+60

6+80

7+00

7+20

7+40

7+60

7+80

8+00

8+20

8+40

8+60

8+80

9+00

9+20

9+40

9+60

9+80

10+00

-3.17%

-0.67%

-41.42%

-4.91%

-0.30% -2.92%

-2.35%

10" PVC, DR18 C9005+

(500 L.F.)

R ST

T P:

" M

E, D

.I.

T P:

" G

E (S

H T.

D T-

T P:

" G

E (S

H T.

D T-

STA 7+05.3

TOP 6515.36

STA 8+20.4; TOP 6507.67

10" 22.5° MJ BEND, D.I.

U N

. C

C R

EXISTING GRADE

AT ALIGN. CL

. 4.

-0.10%

T P:

" x

" M

J R

G T

, D

.I.

T P:

" G

E (S

H T.

D T-

T P:

" G

E (S

H T.

D T-

T P:

" x

" M

J R

G T

, D

.I.

C-2

E A

A N

D P

R O

T O

20'

SCALE: 1" = 20'

0 40'

3/2023

Sheet:

Horiz:Scale:

Project No:

Vert:

Date:

C hk

'd By

D es cr ip tio n

D at e R ev

THIS DRAWING IS INCOMPLETE

AND NOT TO BE USED FOR

CONSTRUCTION UNLESS IT IS

STAMPED, SIGNED AND DATED

P:\6-Durango 160W Waterline Replacement (6131728)\CAD\Civil\Construction Plans\Durango WL (6131728) Plan and Profile - (1).dwg, 3/2/2023 3:19:42 PM AAV

Designed CheckedDrawn

March 2023

CMD JMG

U S

T W

E R

D U

G O

, C O

AAV

Date:

, M

En gi ne er in g

E nv ir on m en ta l

G eo m at ic s

Se rv in g th e

So ut hw es t & R oc ky

M ou nt ai ns

Ph on e (5

) 3

-7

T ol l-F re e (8

) 5

-0

F ax

) 3

-0 w w w

.s ou de rm ille r.c om

W es t B ro ad w ay A ve nu e Fa rm in gt on

, N M

6131728

Y O

F D

U R

O D

U R

O , C

PRELIMINARY

NOT FOR CONSTRUCTION

9 0

% R E V I EW

US 160 WEST WATERLINE REPLACEMENT LINE A PROFILE VIEW

10" WATERLINE

US 160 WEST WATERLINE REPLACEMENT LINE A PLAN VIEW

10" WATERLINE

1" = 20' 1" = 5'

US 160 WEST WATERLINE

REPLACEMENT LINE A

10" PVC, DR18 C900

US HWY. 160

NOTES:

1. EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY, BASED ON

INFORMATION PROVIDED BY UTILITY COMPANIES OR AS-BUILT DRAWINGS. CONTRACTOR

MUST CONTACT COLORADO 811 TO OBTAIN SPOTS AND SHALL VERIFY HORIZONTAL AND

VERTICAL LOCATIONS IN THE FIELD. SEE GENERAL NOTES FOR FURTHER INFORMATION.

KEYED NOTES:

1 CONTRACTOR SHALL INSTALL NEW SERVICE LINE AND CURB STOP TO EXISTING METER SETTER.

MATCH EXISTING SERVICE LINE DIAMETER. SEE SHTS. DT-6 AND DT-10. IF EXISTING WATER SERVICE

LINE IS GALVANIZED STEEL PIPE, CONTRACTOR SHALL ALSO REPLACE SERVICE LINE FROM

EXISTING METER SETTER TO FOUNDATION. SEE BID SCHEDULE.

2 CONTRACTOR SHALL LOCATE EXISTING METER AND INSTALL NEW SERVICE LINE AND CURB STOP TO EXISTING METER SETTER. MATCH EXISTING SERVICE LINE DIAMETER. SEE SHTS. DT-6 AND DT-10.

3 PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL COMPLETE NON

DESTRUCTIVE DIGGING OF THE EXISTING WATERLINE AT TIE-IN LOCATION TO DETERMINE

LOCATION AND DEPTHS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DEVIATIONS FROM

DESIGN LAYOUT IN ADVANCE OF CONSTRUCTION WITH ENOUGH NOTICE TO ENABLE DESIGN

MODIFICATION IF NECESSARY.

4 REPLACE ASPHALT PER DT-12. MAX TRENCH PAY WIDTH IS 4 FEET.

5 REPLACE CURB AND GUTTER FROM JOINT TO JOINT. MATCH EXISTING DIMENSIONS AND SLOPES.

SEE CDOT M&S DRAWINGS AND STANDARD SPECIFICATIONS.

W W W W

W W W W W

ATC

LIN

E STA 10+00

SEE SH

EET C

-2

T O

S /W

T O

S /W

T O

P /L

END LINE A WATERLINE

STA 11+90.3

CONNECT TO EXISTING 10" WATERLINE

WITH 10" 45° MJ BEND, DI

(SEE DETAIL 3, DT-3)

APPROX. N=1228601.52

APPROX. E=2304737.67

PI STA 10+69.4

< 45° 05' 23"

45° MJ BEND, D.I.

N=1228688.70 E=2304657.12

PI STA 10+55.4

< 45° 00' 00"

45° MJ BEND, D.I.

N=1228702.62 E=2304658.08

PI STA 11+25.7

< 2° 11' 36" N=1228646.30 E=2304694.18

PI STA 11+82.5

< 46° 17' 44"

45° MJ BEND, D.I.

N=1228602.17 E=2304729.86

STA 10+24.4

BEGIN CONCRETE

ENCASEMENT

STA 10+58.0

END CONCRETE

ENCASEMENT STA 11+86.9

BEGIN CONCRETE

ENCASEMENT

10+00

11+00

STA 10+33.5

24" CULVERT CROSSING

10+00

10+20

10+40

10+60

10+80

11+00

11+20

11+40

11+60

11+80

12+00

EG TP

12+20

EG TP

-0.10%

EXISTING GRADE

AT ALIGN. CL

10" PVC, DR18 C90010

(190 L.F.)

" C

C R

C-3

E A

A N

D P

R O

20'

SCALE: 1" = 20'

0 40'

3/2023

Sheet:

Horiz:Scale:

Project No:

Vert:

Date:

C hk

'd By

D es cr ip tio n

D at e R ev

THIS DRAWING IS INCOMPLETE

AND NOT TO BE USED FOR

CONSTRUCTION UNLESS IT IS

STAMPED, SIGNED AND DATED

P:\6-Durango 160W Waterline Replacement (6131728)\CAD\Civil\Construction Plans\Durango WL (6131728) Plan and Profile - (1).dwg, 3/2/2023 3:20:07 PM AAV

Designed CheckedDrawn

March 2023

CMD JMG

U S

T W

E R

D U

G O

, C O

AAV

Date:

, M

En gi ne er in g

E nv ir on m en ta l

G eo m at ic s

Se rv in g th e

So ut hw es t & R oc ky

M ou nt ai ns

Ph on e (5

) 3

-7

T ol l-F re e (8

) 5

-0

F ax

) 3

-0 w w w

.s ou de rm ille r.c om

W es t B ro ad w ay A ve nu e Fa rm in gt on

, N M

6131728

Y O

F D

U R

O D

U R

O , C

PRELIMINARY

NOT FOR CONSTRUCTION

9 0

% R E V I EW

US 160 WEST WATERLINE REPLACEMENT LINE A PROFILE VIEW

10" WATERLINE

US 160 WEST WATERLINE REPLACEMENT LINE A PLAN VIEW

10" WATERLINE

1" = 20' 1" = 5'

US 160 WEST WATERLINE

REPLACEMENT LINE A

10" PVC, DR18 C900

US HWY. 160

KEYED NOTES:

1 CONTRACTOR SHALL INSTALL NEW SERVICE LINE AND CURB STOP TO EXISTING METER SETTER.

MATCH EXISTING SERVICE LINE DIAMETER. SEE SHTS. DT-6 AND DT-10.IF EXISTING WATER SERVICE

LINE IS GALVANIZED STEEL PIPE, CONTRACTOR SHALL ALSO REPLACE SERVICE LINE FROM

EXISTING METER SETTER TO FOUNDATION. SEE BID SCHEDULE.

3 REPLACE ASPHALT PER DT-11. MAX TRENCH PAY WIDTH IS 4 FEET.

NOTES:

1. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL COMPLETE NON DESTRUCTIVE

DIGGING OF THE EXISTING WATERLINE AT TIE-IN LOCATION TO DETERMINE LOCATION AND DEPTHS.

CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DEVIATIONS FROM DESIGN LAYOUT IN ADVANCE OF

CONSTRUCTION WITH ENOUGH NOTICE TO ENABLE DESIGN MODIFICATION IF NECESSARY.

NOTES FOR FURTHER INFORMATION.

T O

C O

N C

T O

C O

N C

T O

C O

N C

2.0 ' T

O W /L

T O

W /L

W W

W W W

3+75

0+00

2+00

3.0' TO

NC.

3.0' TO CONC.

BEGIN LINE B WATERLINE

STA 0+00.0

CONNECT TO EXISTING

10" WATERLINE AT

EXISTING GATE VALVE

(SEE DETAIL 4, DT-3)

APPROX. N=1228312.11

APPROX. E=2304965.11

PI STA 0+03.0

< 43° 51' 06"

45° MJ BEND, D.I.

N=1228309.93 E=2304967.17

PI STA 0+07.7

< 45° 08' 38"

45° MJ BEND, D.I.

N=1228305.25 E=2304967.14

PI STA 0+30.0

< 43° 50' 44"

45° MJ BEND, D.I.

N=1228289.42 E=2304982.86

PI STA 0+35.5

< 46° 00' 00"

45° MJ BEND, D.I.

N=1228289.29 E=2304988.37

PI STA 0+53.9

< 16° 22' 00"

11.25° MJ BEND, D.I.

5.625° MJ BEND, D.I.

N=1228275.72 E=2305000.87

PI STA 0+79.4

< 2° 22' 58"

N=1228262.60 E=2305022.71

PI STA 1+81.7

< 8° 29' 26"

11.25° MJ BEND, D.I.

N=1228206.34 E=2305108.13

PI STA 2+41.3

< 11° 57' 46"

11.25° MJ BEND, D.I.

N=1228181.25 E=2305162.21

PI STA 2+90.2

< 21° 34' 44"

22.5° MJ BEND, D.I.

N=1228170.32 E=2305209.89

PI STA 3+20.7

< 12° 47' 27"

11.25° MJ BEND, D.I.

N=1228174.90 E=2305240.01

END LINE B WATERLINE

STA 3+74.8

CONNECT TO EXISTING

10" WATERLINE

REMOVE EXISTING 90° BEND

1 - 10" MJ TEE, D.I.

3 - 10" MJ GATE VALVE

(SEE SHT. DT-1)

APPROX. N=1228194.68

APPROX. E=2305290.34

STA 0+52.2

24" CULVERT CROSSING

STA 0+68.7

BEGIN CONCRETE

ENCASEMENT

STA 1+28.3

END CONCRETE

ENCASEMENT

STA 1+04.0

12" SEWER

CROSSING

-10.72%

9.91%

11.26%

-1.00%

7.85%

7.04% 10.33%

17.54%

-10.72%

9.91%

11.26%

-1.00%

7.85%

7.04% 10.33%

17.54%

.0 ; T

O P

" 5

° M J

D , D

.I.

.8 ; T

O P

" 5

° M J

D , D

.I.

STA 0+55.2; TOP 6500.78

10" 5.625° MJ BEND, D.I.

-0+20

EG TP

0+00

0+20

0+40

0+60

0+80

1+00

1+20

1+40

1+60

1+80

2+00

2+20

2+40

2+60

2+80

3+00

3+20

3+40

3+60

3+80

EG TP

4+00

EG TP

10" PVC, DR18 C9000+

(358 L.F.)

EXISTING GRADE

AT ALIGN. CL

T P:

" G

E (S

H T.

D T-

T P:

" M

E, D

.I.

" C

C R

" S

C R

C-4

E B

A N

D P

R O

T O

20'

SCALE: 1" = 20'

0 40'

3/2023

Sheet:

Horiz:Scale:

Project No:

Vert:

Date:

C hk

'd By

D es cr ip tio n

D at e R ev

THIS DRAWING IS INCOMPLETE

AND NOT TO BE USED FOR

CONSTRUCTION UNLESS IT IS

STAMPED, SIGNED AND DATED

P:\6-Durango 160W Waterline Replacement (6131728)\CAD\Civil\Construction Plans\Durango WL (6131728) Plan and Profile - (1).dwg, 3/2/2023 3:20:30 PM AAV

Designed CheckedDrawn

March 2023

CMD JMG

U S

T W

E R

D U

G O

, C O

AAV

Date:

, M

En gi ne er in g

E nv ir on m en ta l

G eo m at ic s

Se rv in g th e

So ut hw es t & R oc ky

M ou nt ai ns

Ph on e (5

) 3

-7

T ol l-F re e (8

) 5

-0

F ax

) 3

-0 w w w

.s ou de rm ille r.c om

W es t B ro ad w ay A ve nu e Fa rm in gt on

, N M

6131728

Y O

F D

U R

O D

U R

O , C

PRELIMINARY

NOT FOR CONSTRUCTION

9 0

% R E V I EW

US 160 WEST WATERLINE REPLACEMENT LINE B PROFILE VIEW

10" WATERLINE

US 160 WEST WATERLINE REPLACEMENT LINE B PLAN VIEW

10" WATERLINE

1" = 20' 1" = 5'

US 160 WEST WATERLINE

REPLACEMENT LINE B

10" PVC, DR18 C900

US HWY. 160

KEYED NOTES:

1 CONTRACTOR SHALL LOCATE PIPE JOINTS ON EXISTING 10" LINE WITHIN THE

RESTRAINT LENGTH AND ADD RESTRAINTS WHERE THEY DON'T EXIST. SEE SHT. DT-1.

NOTES:

1. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL COMPLETE NON DESTRUCTIVE

DIGGING OF THE EXISTING WATERLINE AT TIE-IN LOCATION TO DETERMINE LOCATION AND DEPTHS.

CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DEVIATIONS FROM DESIGN LAYOUT IN ADVANCE OF

CONSTRUCTION WITH ENOUGH NOTICE TO ENABLE DESIGN MODIFICATION IF NECESSARY.

NOTES FOR FURTHER INFORMATION.

EXISTING

10" WATERLINE

PIPELINE

PIPELINE L

PIPELINE

BELL REDUCER

Lr Lr

(UPPER)

L (LOWER)

PIPELINE

PLAN VIEW

JOINT RESTRAINT FOR PLUG/CAP

AND/OR CLOSED VALVE

(SEE TABLE FOR DEAD END)

PLAN VIEW

JOINT RESTRAINT FOR HORIZONTAL BEND

( SEE TABLE FOR 90°, 45°, 221

2° AND 111

4° BENDS)

PLAN VIEW

JOINT RESTRAINT FOR REDUCERS

PLAN VIEW

JOINT RESTRAINT FOR TEE

PROFILE VIEW

JOINT RESTRAINT FOR VERTICAL OFFSET

PIPELINE

Lr Lr

2 2

PLAN VIEW

JOINT RESTRAINT FOR WYE

PIPE RESTRAINTS FOR DUCTILE IRON PIPE AT BENDS

NOT TO SCALE

DT-1

TYPICAL GATE VALVE DETAIL

NOT TO SCALE

DT-1

CAST IRON TWO PIECE SCREW TYPE,

5-1/4" SHAFT VALVE BOX OR

ENGINEER APPROVED EQUAL

EJIW

WATER

UNDISTURBED SOIL

PIPE

MATERIAL

PER PLANS

24" x 24" SQUARE CONCRETE PAD

@ 4000 PSI W/ #4 BAR

REINFORCEMENT W/ 3" COVER

SEE SHT. DT-11

PLAN VIEW

SECTION VIEW MJXMJ GATE VALVE

BASE COURSE

Z O

N E

NOTE:

1) CONTRACTOR TO MATCH GATE VALVE AND PIPE RESTRAINTS TO SPECIFIED PIPE

CLASSIFICATION CALLOUT.

2) GATE VALVES SHALL BE RESTRAINED PER DEAD END REQUIREMENTS IN JOINT

RESTRAIN TABLE, IN EACH DIRECTION OF THE PIPE.

3) REFER TO TECHNICAL SPECIFICATIONS FOR ALL BACKFILL, BASE COURSE AND

ASPHALT SPECIFICATIONS.

4) VALVE BOX EXTENSION SHOULD NOT CONTACT THE PIPELINE MAIN OR GATE VALVE.

5) GATE VALVE RESTRAINTS SHALL BE RATED TO AT LEAST 285 PSI STATIC TEST

PRESSURE, 200 PSI WORKING PRESSURE.

Ø Ø

SPECIFY DIRECTION AND

SIZE OF WATER LINE

CONCRETE BLOCKS

FOR SUPPORT

FINISHED

GRADE

PAVED AREAS UNPAVED AREAS

SEE SHT. DT-11

12" THICK IN TRAFFIC AREAS

6" THICK TYPICAL

ASPHALT PAVEMENT

COMPACTED

BACKFILL PER

SPECIFICATIONS

GATE VALVE, PER

SPECIFICATIONS.

TRACER WIRE TAPED

TO TOP OF PIPE

COIL 18" OF TRACER

WIRE UNDER LID

12"X6"X4" CONCRETE

BLOCKS (2 MIN.)

DO NOT REST ON

VALVE OR VALVE

ENDS.

EBAA MEGALUG SERIES 2000PV

MECHANICAL JOINT/PIPE

RESTRAINT OR ENGINEER

APPROVED EQUAL

NOTES:

1. MECHANICAL JOINT RESTRAINT FOR PVC PIPE PIPE. (USE EBAA IRON 2000PV MEGALUG JOINT RESTRAINT FOR PLAIN

END PVC PIPE, OR APPROVED EQUAL.)

2. MECHANICAL JOINT RESTRAINT FOR DUCTILE IRON PIPE. (USE EBAA IRON SERIES 1100 JOINT RESTRAINT FOR

DUCTILE IRON PIPE, OR APPROVED EQUAL.)

3. BELL JOINT RESTRAINT HARNESS FOR DUCTILE IRON PIPE. (USE EBAA IRON SERIES 1700 JOINT RESTRAINT FOR

DUCTILE IRON PIPE, OR APPROVED EQUAL.)

4. NO CONCRETE THRUST BLOCKING SHALL BE INSTALLED UNLESS EXPLICITLY APPROVED OR REQUESTED BY THE ENGINEER IN WRITING. RESTRAINED JOINTS SHALL BE USED AT ALL PIPE FITTINGS PER THIS DETAIL AS A MINIMUM STANDARD. MINIMUM RESTRAINT LENGTHS SHALL BE PER MANUFACTURER RECOMMENDATIONS AND WITH REGARD

TO SPECIFIC SITE CONDITIONS AND SYSTEM OPERATING PARAMETERS.

5. L = LENGTH IN WHICH ALL JOINTS SHALL BE RESTRAINED, IN FEET

6. VALVES SHALL REQUIRE THE SAME JOINT RESTRAINT LENGTHS AS DEAD ENDS OF SIMILAR SIZE AND PIPE MATERIAL.

3/2023

Sheet:

Horiz:Scale:

Project No:

Vert:

Date:

C hk

'd By

D es cr ip tio n

D at e R ev

THIS DRAWING IS INCOMPLETE

AND NOT TO BE USED FOR

CONSTRUCTION UNLESS IT IS

STAMPED, SIGNED AND DATED

P:\6-Durango 160W Waterline Replacement (6131728)\CAD\Civil\Construction Plans\Durango WL (6131728) Details.dwg, 3/2/2023 3:20:41 PM AAV

Designed CheckedDrawn

March 2023

CMD JMG

C O

Z-

C W

E C

O R

Z-

, C O

AAV

Date:

, M

En gi ne er in g

E nv ir on m en ta l

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AutoCAD SHX Text

ELEVATION VIEW

PLAN VIEW

KEYED NOTES - 2" COMBINATION AIR VALVE

Item No. Description

1 2" COMBINATION AIR VALVE (SINGLE OR DUAL BODY TYPE, PER SPECIFICATIONS), 200 PSI 2 10" x 1" TAPPING SADDLE, SS 304, FNTP, 250 psi (SEE NOTE #8) 3 2" BALL VALVE, STAINLESS STEEL, NPT, 250 psi

4 2" PIPE CLAMP

5 GALVANIZED PERFORATED METAL HANGER STRAP

6 1 5/8" GALVANIZED UNI-STRUT

7 2" ANCHOR BOLTS IN EPOXY

8 2" NIPPLE, SS 304, NPT

9 2" DOWN SPOUT W/ SCREEN, SCHEDULE 80 PVC

10 2" SCH. 40 PVC

11 2" 90° BEND, PVC SOC x SR FIPT 12 CONCRETE SUPPORT BLOCK, SOLID 8" x 8" x 16"

13 1" WIDE PIPE STRAP, BOLT TO SUPPORT BLOCK ( 3" BOLTS ANCHORED TO SUPPORT )

25 1/2"

24"

32"

SECTION B-B

1 1/2"

3/4" TOP

1" BOTTOM

PICK OPENING

MANHOLE LID DETAIL

NOT TO SCALE

DT-2

1" COMBINATION AIR VALVE (OFFSET) DETAIL

NOT TO SCALE

DT-2

. 4

VARIES

4" CLEARANCE

24" MIN.

12"

SLOPE 2% (TYP)

FINISHED GRADE

COMPACT BACKFILLTO

95% STANDARD PROCTOR

DRY DENSITY (TYP.)

10" PVC WATERLINE

2" FOAM INSULATION

48" DIA. PRECAST CONCRETE MANHOLE,

ASTM C-478

24" SHALLOW WELL

MANHOLE COVER, HINGE

TYPE, PAINTED BLUE

10" PVC WATERLINE

3/4" ANGULAR GRAVEL

2" FOAM INSULATION, UNDERNEATH

ENTIRE LID AND AROUND TOP 24" OF

INTERIOR SIDE WALL OF VAULT.

OMIT PORTION AT LADDER

2" FOAM INSULATION

SLOPE 2% (TYP)

6" x 12" REINFORCED CONCRETE FOOTING

W/ #4 REBAR CONTINUOUS, #4 REBAR AT

24" O.C. TRANSVERSE. TOP OF FOOTER

SHALL BE MIN. 2" ABOVE TOP OF PIPE.

GROUT

SLOPE UP MIN. 1%

6" x 12" REINFORCED CONCRETE FOOTING

W/ #4 REBAR CONTINUOUS, #4 REBAR AT

24" O.C. TRANSVERSE. TOP OF FOOTER

SHALL BE MIN. 2" ABOVE TOP OF PIPE.

6' -0

12"

48" DIA. PRECAST CONCRETE MANHOLE,

ASTM C-478

LADDER RUNGS

PER MANHOLE MANUFACTURER

TRACER WIRE COIL WIRE

ON INSIDE WALLS OF VAULT

CONCRETE LID OMITTED

TO CLARIFY VIEW.

FOR CONCRETE JOINTS, SET VAULT

ON TOP OF CONCRETE BLOCKING

AND PLACE CEMENT GROUT AT

JOINT AND HOLD VAULT IN PLACE

NOTES:

1. ALL FLANGES SHALL BE ANSI CLASS 150 (STEEL) OR ANSI CLASS 125 (IRON).

2. ALL NON-STAINLESS METALLIC PIPE, VALVES AND FITTINGS SHALL BE FBE-COATED, INTERIOR AND EXTERIOR.

ALL NON-STAINLESS METALLIC PIPE SHALL NOT BE IN CONTACT WITH SOIL.

3. AIR RELEASE VALVES MUST BE INSTALLED AT HIGH POINTS.

4. COIL TRACER WIRE ON INSIDE WALLS OF VAULT.

5. ALL STAINLESS STEEL PIPE AND FITTINGS SHALL BE STANDARD WALL.

6. REMOVE ALL PVC CUTTINGS FROM INSIDE MAINLINE AFTER TAPPING.

7. ALL MATERIALS SHALL BE RATED TO AT LEAST 285 PSI STATIC TEST PRESSURE, 200 PSI WORKING PRESSURE.

8. CONTRACTOR SHALL WRAP WATER HEATER BLANKET INSULATION AROUND COMBINATION AIR VALVE.

9. DO NOT EXCEED MANUFACTURER'S BURY DEPTH FOR MANHOLE. CONSULT ENGINEER IF TOP OF FOOTING

EXCEEDS 5 FOOT DEPTH.

3/2023

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AND NOT TO BE USED FOR

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STAMPED, SIGNED AND DATED

P:\6-Durango 160W Waterline Replacement (6131728)\CAD\Civil\Construction Plans\Durango WL (6131728) Details.dwg, 3/2/2023 3:20:44 PM AAV

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WATER

LINE A STATION 11+90 CONNECTION DETAIL

1" = 2'

DT-3

10" PVC C900 DR18

LINE B STATION 0+00 CONNECTION DETAIL

1" = 2'

DT-3

10" 45 MJ BEND, DI

EXISTING 6" DI WATERLINE EXISTING 6" DI WATERLINE

10" PVC C900 DR18

REMOVE EXISTING 6" GATE VALVE

AND INSTALL 10" MJ CAP.

EXISTING 10" GATE VALVE

EXISTING 10" GATE VALVE EXISTING 10" TEE

10" PVC C900 DR18

10" 45 MJ BEND, DI

EXISTING 6" DI WATERLINE

IF EXISTING WATERLINE EXTENDS

HERE, CUT AND CAP WITH 6" MJ CAP.

10" PVC C900 DR18

EXISTING 6" DI

WATERLINE

LINE A STATION 7+83 CONNECTION DETAIL

1" = 2'

DT-3

LINE A STATION 8+48 CONNECTION DETAIL

1" = 2'

DT-3

N N

EXISTING

FIBER OPTIC

PULL BOX EXISTING

FIBER OPTIC

PULL BOX

10" 5.625 MJ BEND, DI

10" PVC C900 DR18

10" MJ GATE VALVE

(SEE SHT. DT-1)

10" MJ GATE VALVE

(SEE SHT. DT-1)

10" PVC C900 DR18

10" x 8" MJ REDUCING TEE, DI

3.0' 3.0'

8" PVC C900 DR18. INCIDENTAL

TO WATERLINE CONNECTION.

8" MJ GATE VALVE

(SEE SHT. DT-1)

8" PVC C900 DR18. INCIDENTAL

TO WATERLINE CONNECTION.8" 45 MJ BEND, DI

8" PVC C900 DR18. INCIDENTAL

TO WATERLINE CONNECTION.

8" 45 MJ BEND, DI

CONNECT TO EXISTING

8" WATERLINE

CUP AND CAP EXISTING 8"

DI WATERLINE WITH MJ CAP

CUP AND CAP EXISTING 6"

DI WATERLINE WITH MJ CAP

EXISTING 6" DI

WATERLINE

EXISTING 6" TEE

EXISTING

GATE VALVES

EXISTING

GATE VALVE

EXISTING 8" DI

WATERLINE

EXISTING 6" DI

WATERLINE

EXISTING 6" DI

WATERLINE

CUP AND CAP EXISTING 8"

DI WATERLINE WITH MJ CAP

CONNECT TO EXISTING

6" WATERLINE

6" 45 MJ BEND, DI

6" PVC C900 DR18. INCIDENTAL

TO WATERLINE CONNECTION.

6" PVC C900 DR18. INCIDENTAL

TO WATERLINE CONNECTION.

6" PVC C900 DR18. INCIDENTAL

TO WATERLINE CONNECTION.

6" MJ GATE VALVE

(SEE SHT. DT-1)

10" PVC C900 DR18 10" x 6" MJ REDUCING TEE, DI 10" PVC C900 DR18

NOTE: VERTICAL BENDS MAY BE REQUIRED

EXISTING 10" DI WATERLINE

IF EXISTING WATERLINE EXTENDS

HERE, CUT AND CAP WITH 6" MJ CAP.

10" PVC C900 DR18

10" 45 MJ BEND, DI

EXISTING 6" DI WATERLINEEXISTING 6" DI WATERLINE

10" PVC C900 DR18

REMOVE EXISTING 6" GATE VALVE

AND INSTALL 10" MJ CAP.

EXISTING 10" GATE VALVE

EXISTING 10" GATE VALVEEXISTING 10" TEE

10" PVC C900 DR18

10" 45 MJ BEND, DI

EXISTING 6" DI WATERLINE

IF EXISTING WATERLINE EXTENDS

HERE, CUT AND CAP WITH 6" MJ CAP.

EXISTING 10" DI WATERLINE

IF EXISTING WATERLINE EXTENDS

HERE, CUT AND CAP WITH 6" MJ CAP.

3/2023

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Project No:

Vert:

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CONSTRUCTION UNLESS IT IS

STAMPED, SIGNED AND DATED

P:\6-Durango 160W Waterline Replacement (6131728)\CAD\Civil\Construction Plans\Durango WL (6131728) Connection Details.dwg, 3/2/2023 3:20:51 PM AAV

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STAMPED, SIGNED AND DATED

P:\6-Durango 160W Waterline Replacement (6131728)\CAD\Civil\Construction Plans\Durango WL (6131728) COD Details.dwg, 3/2/2023 3:20:57 PM AAV

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STAMPED, SIGNED AND DATED

P:\6-Durango 160W Waterline Replacement (6131728)\CAD\Civil\Construction Plans\Durango WL (6131728) COD Details.dwg, 3/2/2023 3:20:58 PM AAV

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P:\6-Durango 160W Waterline Replacement (6131728)\CAD\Civil\Construction Plans\Durango WL (6131728) COD Details.dwg, 3/2/2023 3:21:03 PM AAV

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STAMPED, SIGNED AND DATED

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STAMPED, SIGNED AND DATED

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Sheets and Views

G-1 COVER SHEET AND DRAWING INDEX

G-2 GENERAL NOTES AND LEGEND

G-3 PROJECT SITE PLAN AND DRAWING INDEX

G-4 SURVEY CONTROL

C-1 LINE A PLAN AND PROFILE STA 0+00 TO 5+00

C-2 LINE A PLAN AND PROFILE STA 5+00 TO 10+00

C-3 LINE A PLAN AND PROFILE STA 10+00 TO 11+90

C-4 LINE B PLAN AND PROFILE STA 0+00 TO 3+58

DT-1 TRENCH, RESTRAINT AND GATE VALVE DETAILS

DT-2 COMBINATION AIR VALVE DETAIL

DT-3 CONNECTION DETAILS

DT-4 COD STANDARD DETAIL W-1

DT-5 COD STANDARD DETAIL W-2

DT-6 COD STANDARD DETAIL W-3

DT-7 COD STANDARD DETAIL W-4 (1 OF 2)

DT-8 COD STANDARD DETAIL W-4 (2 OF 2)

DT-9 COD STANDARD DETAIL W-5

DT-10 COD STANDARD DETAIL W-7

DT-11 COD STANDARD DETAIL W-8

DT-12 COD STANDARD DETAIL O-1

DT-13 COD STANDARD DETAIL O-2

File details come from the government source that posted it. Updated Jun 30, 2025.