C04d Plans 1240LT27Q0022.pdf
PDF 6 MB Posted
- Attached to
- Ross Springs Waterline Replacement
- Solicitation number
- 1240LT27Q0022
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a comprehensive set of construction drawings for the Ross Springs-Red Canyon Waterline Replacement project on the Ashley National Forest, Flaming Gorge Ranger District in Utah. The project involves replacing approximately 4,450 linear feet of 4-inch asbestos cement pipe (ACP) with 4-inch high-density polyethylene (HDPE) water main, along with covering an additional 1,150 linear feet of existing pipeline. The work serves the Red Canyon Campgrounds and Visitor Center on the lower 1.1 miles of the Ross Springs Public Water System. Installation includes two combination air-vacuum relief valves with utility boxes, associated valves, daylight drains, pumpout drains, and connections to existing lateral mains and services. Fill material will be imported from a government source for covering the new and existing pipelines. The project site is located at coordinates 40° 52.977' N, 109° 32.618' W at an elevation of 7,450 feet, approximately 24.5 miles south of the Flaming Gorge Ranger District Office in Manila, Utah.
The construction drawings include detailed plans and profiles across six waterline sheets (W-2 through W-6) covering station 0+00 to 64+00, with vertical and horizontal scales specified for accurate implementation. Design details are provided for air-vacuum relief valve installations (Sheet D-1), trench and cover specifications with valve box details (Sheet D-2), and system drains with utility locating system specifications (Sheet D-3). Key construction requirements include maintaining minimum 18-inch burial depth, sloping all pipelines a minimum of 1 percent to drain, and adhering to applicable federal and state regulations for public drinking water systems including Utah Division of Drinking Water R309-550. The contractor is responsible for staking utility lines, establishing benchmarks, verifying existing utility locations and depths, and removing designated equipment to at least one foot below grade. All work must maintain operational service to the existing public water system, with unplanned utility interruptions restored within 36 hours.
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Other files
| File | Type | Posted |
|---|---|---|
| C04c SOW 1240LT27Q0022.docx | DOCX document | |
| C04e WD Daggett County Utah 1240LT27Q0022.pdf | ||
| C04a SF-1442 1240LT27Q0022.pdf | ||
| C04b 1240LT27Q0022.pdf |
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Text version
FOREST LOCATION
VICINITY MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture Forest Service
1 10
FROM THE FLAMING GORGE RANGER DISTRICT OFFICE, TRAVEL SOUTH ON UT HIGHWAY 44 TOWARD VERNAL, UT FOR 24.5 MILES. TURN LEFT ONTO RED CANYON ROAD (FS 095), HEADING NORTHEAST FOR 0.8 MILES, THEN TURN LEFT ON FOREST ROAD 372 FOR 400' TO THE SOUTH END OF THE PROJECT. CONTINUE ON RED CANYON ROAD TO THE END OF THE ROAD NEAR THE NORTH END OF
THE PROJECT.
COORDINATES: 40° 52.977' N, 109° 32.618' W
ELEVATION: 7450 FEET
FLAMING GORGE RANGER
DISTRICT OFFICE
MANILA, UT
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
DIRECTOR OR DEP. DIR. OF ENGINEERING DATE
FOREST SUPERVISOR DATE
6/3 0/2
6 1 0:
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UTAH
DAGGETT COUNTY
R-4 INTERMOUNTAIN REGION
ASHLEY NATIONAL FOREST
FLAMING GORGE RANGER DISTRICT
ROSS SPRINGS-RED CANYON
WATERLINE REPLACEMENT
INDEX OF SHEETS
SHEET DWG SHEET TITLE
1 G-1 COVER SHEET
2 W-1 SITE OVERVIEW, GENERAL NOTES, AND SURVEY CONTROL
3 W-2 WATERLINE PLAN AND PROFILE - STA. 0+00 TO 13+00
4 W-3 WATERLINE PLAN AND PROFILE - STA.13+00 TO 26+00
5 W-4 WATERLINE PLAN AND PROFILE - STA. 26+00 TO 39+00
6 W-5 WATERLINE PLAN AND PROFILE - STA. 39+00 TO 52+00
7 W-6 WATERLINE PLAN AND PROFILE - STA. 52+00 TO 64+00
8 D-1 AIR-VACUUM RELIEF VALVE DETAILS
9 D-2 TRENCH / COVER, VALVES, AND VALVE BOXES DETAILS
10 D-3 SYSTEM DRAINS AND LOCATING SYSTEM DETAILS
RED CANYON
Cathleen Christensen ���������
Lena Rux
Kristy Groves
Kevin Bourne
PROJECT START
PROJECT END
STOCKPILED
BORROW SOURCE
THE PROJECT CONSISTS OF THE REPLACEMENT OF 4” ASBESTOS CEMENT PIPE
(ABANDONED IN PLACE) WITH 4” HDPE WATER MAIN, AND ASSOCIATED VALVES AND
CONNECTIONS TO LATERALS, ON THE ROSS SPRINGS PUBLIC WATER SYSTEM ON THE
FLAMING GORGE RANGER DISTRICT OF THE ASHLEY NATIONAL FOREST. SPECIFICALLY,
THIS PROJECT FOCUSES ON THE LOWER 1.1 MILES OF THE WATER SYSTEM SERVING
THE RED CANYON CAMPGROUNDS AND VISITOR CENTER. WORK INCLUDES:
1. INSTALLING 4450 LINEAR FEET OF 4” HDPE PIPELINE, MOST OF WHICH IS
SHALLOW BURY OR LAID ON CLEARED GROUND AND COVERED WITH IMPORTED
FILL FROM A GOVERNMENT SOURCE.
2. COVER AND ADDITIONAL 1150 LINEAR FEET OF EXISTING PIPELINE WITH
IMPORTED FILL FROM A GOVERNMENT SOURCE.
3. INSTALLING 2 COMBINATION AIR-VAC VALVES WITH UTILITY BOXES.
4. INSTALLING ASSOCIATED VALVES, DAYLIGHT DRAINS, AND PUMPOUT DRAINS;
AND CONNECTING TO EXISTING LATERAL MAINS AND SERVICES.
PROJECT DESCRIPTION
© 2026 Micro soft C orporation © 2026 Maxar © CNES (2026) Distri bution Airbus DS
© 2026 Micro soft C orporation © 2026 Maxar © CNES (2026) Distri bution Airbus DS
© 2026 Micro soft C orporation © 2026 Maxar © CNES (2026) Distri bution Airbus DS
© 2026 Micro soft C orporation © 2026 Maxar © CNES (2026) Distri bution Airbus DS
X
X
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CONTROL POINTS TABLE
CONTROL
POINT #
NORTHING
3487136.07
3479377.40
3490070.06
3489701.67
3485560.05
3485507.03
3484096.66
3484174.57
3484031.84
3483808.50
EASTING
2179578.44
2182112.65
2176629.57
2176474.18
2181308.54
2179717.85
2183155.18
2183241.94
2183273.46
2183236.27
ELEVATION
7476.35
7595.21
7408.33
7416.33
7450.49
7426.70
7459.44
7457.64
7461.63
7468.04
DESCRIPTION
CP REBAR
CP ALUM CAP
CP REBAR
CP REBAR
Cp cp
CP ALUM CAP
CP ALUM CAP
CP MAGNAIL STUMP
CP ALUM CAP
W
W
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LEGEND:
NEW WATERLINE
EXISTING WATERLINE
EXISTING SEWERLINE
EXISTING O/H ELECTRICAL LINE
EXISTING ELECTRICAL LINE
EXISTING TELEPHONE LINE
EXISTING FENCE LINE
EXISTING GAS LINE
DAYLIGHT DRAIN (EXIST / NEW)
PUMPOUT DRAIN (EXIST / NEW)
CURB VALVE AND BOX (EXIST / NEW)
EXISTING HYDRANT RISER
UTILITY BOX WITH COMBINATION AIR VALVE
LOCATION BOX (GROUND / NON-GROUND)
UNIMPROVED ROAD / TRAIL
GRADED ROAD
PAVED ROAD
MAJOR CONTOUR AND ELEVATION (FEET)
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
6/2 3/2
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INTERMOUNTAIN REGION
ROSS SPRINGS-
RED CANYON
WATERLINE
REPLACEMENT
ASHLEY
NATIONAL FOREST
FLAMING GORGE DISTRICT
SITE OVERVIEW,
GENERAL NOTES, AND
SURVEY CONTROL
K CARNES
K CARNES
R ANDERSON
W-1 1 10
RED CANYON ROAD
GRADED
ACCESS ROAD
EXIST 4" ACP WATER
NEW 4" HDPE WATER
ROSS SPRING
WATER
TREATMENT
PLANT
RED CANYON
OVERLOOK
VISITOR CENTER
GREEN LAKE
CAMPGROUND
RED CANYON
CAMPGROUND
RED
CANYON
LODGE
CANYON RIM
CAMPGROUND
RED CANYON ROAD
UTAH ROUTE 44
UNIMPROVED
ACCESS ROAD
TO MANILA / L
UCERNE
TO DUTCH JOHN / V
ERNAL
EXIST 4" HDPE WATER
HOUSING
AREA
NOTES:
1. THE PUBLIC WATER SYSTEM IS OPERATIONAL UP TO THE POINT OF CONNECTION AT STATION 45+36. THE OPERATIONAL PART OF THE SYSTEM MUST REMAIN IN SERVICE FOR THE DURATION OF THE PROJECT TO THE
EXTENT POSSIBLE. PLANNED OUTAGES ARE TO BE COORDINATED IN ADVANCE
2. UNPLANNED OR ACCIDENTAL UTILITY INTERRUPTIONS MUST BE RESTORED WITHIN 36 HOURS.
3. STAKING OF WATER SYSTEM LINES AND FEATURES SHALL BE COMPLETED BY THE CONTRACTOR AND APPROVED
BY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING BENCHMARKS AS NEEDED AND OBTAINING ACCURATE
ELEVATIONS NECESSARY FOR INSTALLING AIR VALVES AND DRAINS AT HIGH AND LOW POINTS, AND ESTABLISHING
MINIMUM PIPELINE GRADES.
5. AN EXTENSIVE EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY LINES FROM RECORDS AND EVIDENCE IN THE FIELD. HOWEVER, MANY LOCATIONS ARE UNKNOWN AND THE COMPLETENESS OR ACCURACY OF THOSE SHOWN CANNOT BE GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION
AND DEPTH OF ALL EXISTING UTILITIES.
6. PLANS SHOW EXISTING WATER SYSTEM EQUIPMENT TO BE REMOVED. EQUIPMENT DESIGNATED FOR REMOVAL;
INCLUDING VALVE BOXES, AND DRAIN LINES; ARE TO BE REMOVED TO AT LEAST 1 FOOT BELOW GRADE. METAL
MANHOLES OR VALVE BOXES ARE TO BE REMOVED ENTIRELY.
7. ALL WATERLINE SHALL BE SLOPED A MINIMUM 1% TO DRAIN. SLOPE ALL PIPELINES TOWARD DRAINS.
8. LOCATION AND ORIENTATION OF ALL STRUCTURES SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR
TO INSTALLATION.
9. EXCEPT AS NOTED, BURY WATERLINE A MINIMUM OF 18 INCHES. ADDITIONAL DEPTH MAY BE REQUIRED TO
MAINTAIN REQUIRED SLOPES OR TO PROVIDE CLEARANCE UNDER OTHER PIPELINES.
10. THE MINIMUM ALLOWABLE BENDING RADIUS FOR HDPE PIPE IS 30 TIMES THE NOMINAL PIPE DIAMETER, NOM. PIPE DIA. MIN. BEND RADIUS
1" 2'-6" 1.5" 3'-9" 2" 5'-0" 3" 7'-6" 4" 10'-0"
11. INSTALL THE WATER SYSTEM IN ACCORDANCE WITH APPLICABLE FEDERAL AND STATE REGULATIONS FOR PUBLIC
DRINKING WATER SYSTEMS INCLUDING UTAH DIVISION OF DRINKING WATER R309-550.
12. CLEARING LIMITS SHALL BE A MAXIMUM OF 12 FEET ON BOTH SIDES OF THE WATERLINE TRENCH. THE CONTRACTOR SHALL USE CAUTION TO AVOID DAMAGE TO TREES AND VEGETATION. THE CONTRACTOR SHALL
CONFINE ALL OPERATIONS TO WITHIN THE CLEARING LIMITS.
13. TRACER WIRE ACCESS POINTS SHOWN ON THE PLANS ARE FOR REFERENCE AS TO WHEN THEY ARE TO BE INCLUDED WITH NEARBY VALVES OR OTHER UTILITY FEATURES. ACTUAL LOCATION SHOULD BE IMMEDIATELY ADJACENT TO THE VALVES OR FEATURES SO THEY CAN BE READILY FOUND. SEE SHEET D-3 AND SPECIFICATION
SECTION 330530 FOR MORE DETAILED INFORMATION ON ACCESS POINT AND WIRE LOCATION.
W-4 W-5
W-6
W-3
W-2
FINAL: SIGNED 6/30/2026
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SEPARATION AND GRADE
EXISTING GROUND
APPROX. TOP OF PIPE GRADE
EXCEPT WHERE SPECIFIC
ELEVATIONS ARE SHOWN
APPROX. TOP
OF PIPE COVER
VISITOR
CENTER
NOTE: EXISTING VALVE UNDER
LOW EXTENDED BUILDING EAVE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
7/1 /26
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INTERMOUNTAIN REGION
ROSS SPRINGS-
RED CANYON
WATERLINE
REPLACEMENT
ASHLEY
NATIONAL FOREST
FLAMING GORGE DISTRICT
WATERLINE
PLAN AND PROFILE
STA. 0+00 - 13+00
K CARNES
K CARNES
R ANDERSON
W-2 3 10
STA. 0+56.5± (SEE INSET)
LOCATE EXISTING 2" GSP FIRE LINE
INSTALL 4"x2" TEE, 4"x1.5" REDUCER, 1.5" VALVE AND BOX, 2" VALVE AND
BOX, 2" GSP x HDPE COUPLING, CONNECT TO EXISTING FIRE LINE
4" HDPE WATERLINE
RED CANYON WATER LINE - STA. 0+00 TO 13+00
VERTICAL SCALE: 1" = 20'
HORIZONTAL SCALE: 1" = 100'
2" HDPE WATERLINE
STA. 0+25±
REMOVE EXISTING 1.5" VALVE,
CONNECT TO EXIST 1.5" GSP
(LOCATED UNDER LOW EAVE)
REMOVE EXISTING HOSE BIB AND 2
REDUCERS AT BASE OF HYDRANT
STANDPIPE (RETAIN 2"X1.5" REDUCER) ,
INSTALL NEW 1.5" BALL VALVE AND 1.5"
DAYLIGHT DRAIN (SEE SHEET D-3)
PARKING LOT
VISITOR
CENTER
RED CANYON ROAD
NATIVE SURFACE
ACCESS ROAD
4" ACP WATER AND POWER
IN COMMON TRENCH
SEWER AND TELEPHONE
IN COMMON TRENCH
STA 6+86±
POWER AND ABANDONED
WATER CROSSINGS CAUTION! LOW O/H POWER
AND TELEPHONE CROSSINGS
TERMINUS OF
O/H POWER
NEW 4" HDPE WATER
STA 12+55±
INSTALL 20 LF 5" Ø STEEL PIPE
SLEEVE CENTERED UNDER ROAD
CROSSING. EXTEND FILL TO
GRADE ROAD 10% EACH SIDE.
NOTE: PIPELINE GRADES ARE SHOWN FOR REFERENCE AND
TO IDENTIFY EXPECTED AREAS OF MINIMUM 1% GRADE.
EXCEPT FOR THE MINIMUM GRADE, PIPELINE GRADES MAY
BE FIELD-ADJUSTED TO TO MEET GROUND CONDITIONS..
PRESERVE FENCE CROSSING
TRANSITION TO EAST SIDE
OF EXISTING WATERLINE
INSET - STA 0+56.5 (1"=20'±)
1.5" VALVE
2" VALVE
1.5" DAYLIGHT DRAIN
1.5" BALL VALVE
EX 2x1.5 RED
4x2 TEE
4x1.5 RED
CONNECT TO
EXIST 2" GSP
ROCK WALL EX FH RISER
NOTE: IF REQUIRED FOR ADEQUATE COVER IN
TRENCHED SECTION THROUGH STATION 3+00, INSTALL
NEW WATER IN PREVIOUS TRENCH ABOVE EXISTING
ACP WATER AND ELECTRICAL. WIDEN ANY BACKFILL
ABOVE NATURAL GROUND TO A 10:1 FILL SLOPE.
NOTE: SET NEW PIPELINE APPROXIMATELY 4'
OFF EXISTING PIPELINE UTILIZING EXISTING
ROCK PILE FILL TO CONTAIN NEW COVER FILL
OVER NEW PIPELINE ON THE ADJACENT SIDE.
FINAL: SIGNED 6/30/2026
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DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
7/1 /26
:5
5 K
CA
RN
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INTERMOUNTAIN REGION
ROSS SPRINGS-
RED CANYON
WATERLINE
REPLACEMENT
ASHLEY
NATIONAL FOREST
FLAMING GORGE DISTRICT
WATERLINE
PLAN AND PROFILE
STA. 13+00 - 26+00
K CARNES
K CARNES
R ANDERSON
W-3 4 10
STA. 16+12.1 (SEE INSET)
INSTALL 4"x2" TEE, 4" VALVE (N) AND
BOX, AND 2" VALVE (E) AND BOX
(SEE SHEET D-2)
4" HDPE WATERLINE
RED CANYON WATER LINE - STA. 13+00 TO 26+00
VERTICAL SCALE: 1" = 20'
HORIZONTAL SCALE: 1" = 100'
STA. 16+45± (SEE INSET)
INSTALL NEW COMBINATION
AIR-VAC VALVE AND UTILITY
BOX (SEE SHEET D-1)
REMOVE EXISTING
AIR/VAC VALVE AND BOX
NATIVE SURFACE
ACCESS ROAD
EXIST 4" ACP WATER
(ABANDON IN PLACE)
CAUTION! LOW O/H POWER
AND TELEPHONE CROSSINGS
NEW 4" HDPE WATER
REMOVE EXISTING VALVE,
DRAIN VALVE, AND BOXES
EXIST 2" HDPE WATER
TO CAMPGROUND
INSTALL 23 LF± 2" HDPE,
CONNECT TO EXIST 2" HDPE
INSTALL 2"x1.5" TEE, 1.5" VALVE AND
PUMPOUT DRAIN (SEE SHEET D-3)
NOTE: PIPELINE GRADES ARE SHOWN FOR REFERENCE AND
TO IDENTIFY EXPECTED AREAS OF MINIMUM 1% GRADE.
EXCEPT FOR THE MINIMUM GRADE, PIPELINE GRADES MAY
BE FIELD-ADJUSTED TO TO MEET GROUND CONDITIONS..
INSET - STA 16+12.1 / 16+45 (1"=20'±)
1.5" VALVE
AND P/O
DRAIN
2" VALVE
REMOVE AIR VALVE
REMOVE VALVE
AND DRAIN
2x1.5 TEE
CONNECT TO
EXIST 2" HDPE
4" VALVE
INSTALL COMBO A/V
4x2 TEE
NOTE: SET NEW PIPELINE APPROXIMATELY 4'
OFF EXISTING PIPELINE UTILIZING EXISTING
ROCK PILE FILL TO CONTAIN NEW COVER FILL
OVER NEW PIPELINE ON THE ADJACENT SIDE.
FINAL: SIGNED 6/30/2026
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W W W W W W W W W
W W
W W
W
OE
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27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00
37+00 38+00
39+00
7435 74
40 74
26+00 28+00 30+00 32+00 34+00 36+00 38+00 39+00
3.1%
2.4%
4.0%
5.8%
7.3%
1.0% 3.9% 1.0%
3.1% 8.8%
3.2%
2.9%
EXISTING GROUND
APPROX. TOP OF PIPE GRADE
EXCEPT WHERE SPECIFIC
ELEVATIONS ARE SHOWN
APPROX. TOP
OF PIPE COVER
FILL COVER - 18" MIN.
ST
A:
6+
.4
IN
ST
AL
L
4" x1
.5 " T
EE
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5"
V
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: 7
9.
W
W W
OEOEOEOEOEOE
W
W W
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
7/1 /26
:5
5 K
CA
RN
ES
X :\A
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AT
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6\D
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IN
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\W
1- W
6.R
OS
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PR
W
AT
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LI
NE
.D
W G;
R4
INTERMOUNTAIN REGION
ROSS SPRINGS-
RED CANYON
WATERLINE
REPLACEMENT
ASHLEY
NATIONAL FOREST
FLAMING GORGE DISTRICT
WATERLINE
PLAN AND PROFILE
STA. 26+00 - 39+00
K CARNES
K CARNES
R ANDERSON
W-4 5 10
4" HDPE WATERLINE
RED CANYON WATER LINE - STA. 26+00 TO 39+00
VERTICAL SCALE: 1" = 20'
HORIZONTAL SCALE: 1" = 100'
REMOVE EXISTING
DAYLIGHT DRAIN
NATIVE SURFACE
ACCESS ROAD
EXIST 4" ACP WATER
(ABANDON IN PLACE)
CAUTION! LOW O/H POWER
AND TELEPHONE CROSSINGS
NEW 4" HDPE WATER
REMOVE EXISTING
DRAIN VALVE AND BOX
INSTALL 17 LF± 1.5" HDPE
AND 1.5" DAYLIGHT DRAIN
(SEE SHEET D-3)
STA. 26+53.4 (SEE INSET)
INSTALL 4"x1.5" TEE AND 1.5"
VALVE W/ BOX (SEE SHEET D-2)
NOTE: PIPELINE GRADES ARE SHOWN FOR REFERENCE AND
TO IDENTIFY EXPECTED AREAS OF MINIMUM 1% GRADE.
EXCEPT FOR THE MINIMUM GRADE, PIPELINE GRADES MAY
BE FIELD-ADJUSTED TO TO MEET GROUND CONDITIONS..
INSET - STA 26+53.4 (1"=20'±)
1.5" VALVE
REMOVE VALVE
4x1.5 TEE
1.5" DAYLIGHT DRAIN
REMOVE DRAIN
NOTE: SET NEW PIPELINE APPROXIMATELY 4'
OFF EXISTING PIPELINE UTILIZING EXISTING
ROCK PILE FILL TO CONTAIN NEW COVER FILL
OVER NEW PIPELINE ON THE ADJACENT SIDE.
FINAL: SIGNED 6/30/2026
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W
W
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W W
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W
W
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W W
W
W W
W
W
W
X
OE
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OEOE
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OE
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OE E
E
E
E
E
E
E E
W
W
W
W
W
W W
W
38+00
39+00
40+00
41+00
42+00
43+00 44+00
45+00 46+00 47+00
48+00
49+00
50+00
51+00 52+00
65 7470 74
39+00 40+00 42+00 44+00 46+00 48+00 50+00 52+00
1.6% 2.6%
2.8% 1.1% 1.6% 1.9% 1.5% 2.0% 6.3%
APPROX. TOP OF PIPE GRADE
EXCEPT WHERE SPECIFIC
ELEVATIONS ARE SHOWN
APPROX. TOP
OF PIPE COVER
FILL COVER - 18" MIN. FILL COVER OVER EXIST PIPE- 18" MIN.
ST
A:
5+
.5
C
O N
N
EC
T
TO
E
XI
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IN
G 4"
F
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PE
A
D
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TO
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EM
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E
XI
ST
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G
A /V
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E, IN
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IT
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T
EE
T O
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S
ER
VI
C
E
W W
W W
W
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
7/1 /26
:5
5 K
CA
RN
ES
X :\A
SH
LE
Y\
RO
SS
.W
AT
ER
LI
NE
.R
EP
LA
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ME
NT
_2
6\D
RA
W
IN
GS
\W
1- W
6.R
OS
SS
PR
W
AT
ER
LI
NE
.D
W G;
R4
INTERMOUNTAIN REGION
ROSS SPRINGS-
RED CANYON
WATERLINE
REPLACEMENT
ASHLEY
NATIONAL FOREST
FLAMING GORGE DISTRICT
WATERLINE
PLAN AND PROFILE
STA. 39+00 - 52+00
K CARNES
K CARNES
R ANDERSON
W-5 6 10
4" HDPE WATERLINE
RED CANYON WATER LINE - STA. 39+00 TO 52+00
VERTICAL SCALE: 1" = 20'
HORIZONTAL SCALE: 1" = 100'
STA 46+51.3±
REMOVE EXISTING AIR-VAC VALVE AND
BOX, INSTALL NEW COMBINATION AIR-VAC
VALVE AND UTILITY BOX (SEE SHEET D-1)
NATIVE SURFACE
ACCESS ROAD
EXIST 4" ACP WATER
(ABANDON IN PLACE)
CAUTION! LOW O/H POWER
AND TELEPHONE CROSSINGS
EXISTING DR-17 4" HDPE WATER
BED AND BACKFILL 30 LF EXIST
SERVICE LINE FROM MAIN TO
INCLUDE P/O DRAIN, LEAVE
REMAINING SERVICE EXPOSED
INSTALL 1" PUMPOUT DRAIN OFF
EXISTING METAL CURB STOP
VALVE, INSTALL VALVE BOX
(SEE SHEETS D-2 AND D-3)
NOTE: PIPELINE GRADES ARE SHOWN FOR REFERENCE AND
TO IDENTIFY EXPECTED AREAS OF MINIMUM 1% GRADE.
EXCEPT FOR THE MINIMUM GRADE, PIPELINE GRADES MAY
BE FIELD-ADJUSTED TO TO MEET GROUND CONDITIONS..
NEW 4" HDPE WATER
STA. 45+36.5± (SEE INSET)
CONNECT TO EXISTING 4" FLANGE GATE
VALVE, INSTALL VALVE BOX (SEE SHEET D-2)
INSET - STA 45+36.5 (1"=20'±)
NEW 1" P/O DRAIN
CONNECTED TO EX
CORP STOP
EX. 4x2 TEE
CONNECT TO
EX. 4" VALVE,
INSTALL BOX
EX 2" VALVE,
INSTALL BOX
EX 2x1 TEE AND 1"
BRASS CORP STOP,
INSTALL VALVE BOX
EXISTING 2" METAL
CURB STOP, INSTALL
NEW VALVE BOX
(SEE SHEET D-2)
NOTE: SET NEW PIPELINE APPROXIMATELY 4'
OFF EXISTING PIPELINE UTILIZING EXISTING
ROCK PILE FILL TO CONTAIN NEW COVER FILL
OVER NEW PIPELINE ON THE ADJACENT SIDE.
FINAL: SIGNED 6/30/2026
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20W
W
W
W W
W W W
W
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W
W
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OE
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OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE
51+00
52+00
53+00
54+00 55+00
56+00 57+00 58+00 59+00 60+00
61+00
62+00 63+00
64+00
744574
74307435
52+00 54+00 56+00 58+00 60+00 62+00 64+00
APPROXIMATE TOP OF
EXISTING PIPE GRADE
APPROX. TOP
OF PIPE COVER
FILL COVER OVER EXIST PIPE- 18" MIN.
ST
A:
6+
.2
EX
IS
TI
N G
T
EE
A N
D
VA
LV
E
W / B
O X, IN
ST
AL
L
N
EW
P U
M
PO
U T
D R
AI
N
O
FF
A D
JA
C
EN
T
EX
IS
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N
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R
AI
N V
AL
VE
ST
A:
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EX
IS
TI
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A N
D
" D R
AI
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W
/ B O
X;
L
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IF
Y
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, A
N D
IN
ST
AL
L
N
EW
D
AY
LI
G
H T
D R
AI
N
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
6/2 3/2
6 1 4:
K
CA
RN
ES
X
:\A
SH
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Y\
RO
SS
.W
AT
ER
LI
NE
.R
EP
LA
CE
ME
NT
_2
6\D
RA
W
IN
GS
\W 1-
W 6.R
OS
SS
PR
W
AT
ER
LI
NE
.D W
G;
R4
INTERMOUNTAIN REGION
ROSS SPRINGS-
RED CANYON
WATERLINE
REPLACEMENT
ASHLEY
NATIONAL FOREST
FLAMING GORGE DISTRICT
WATERLINE
PLAN AND PROFILE
STA. 52+00 - 64+00
K CARNES
K CARNES
R ANDERSON
W-6 7 10
RED CANYON WATER LINE - STA. 52+00 TO 64+00
VERTICAL SCALE: 1" = 20'
HORIZONTAL SCALE: 1" = 100'
LOCATE AND REMOVE EXISTING DAYLIGHT
DRAIN, INSTALL NEW 1" DAYLIGHT DRAIN OR
SIZE TO MATCH EXISTING (SEE SHEET D-3)
NATIVE SURFACE
ACCESS ROADCAUTION! LOW O/H POWER
AND TELEPHONE CROSSINGS
BED AND COVER EXISTING
DR-17 4" HDPE WATER
INSTALL 1.5" PUMPOUT
DRAIN OFF EXISTING
VALVE (SEE SHEET D-3)
EXISTING 4" HDPE
WATER IN SERVICE
EXISTING 2" HDPE
WATER IN SERVICE
FINAL: SIGNED 6/30/2026
AutoCAD SHX Text V
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TOP OF COVER FILL
4" DIP
PROFILE
PLAN VIEW (INTERIOR)
4" HDPE
6" M
IN
2" 1'
-6 " T
YP
5' (BOTH SIDES OF A/V VALVE)
1'- 6"
UTILITY BOX KEY NOTES
ALL PIPE AND FITTINGS OTHER THAN MAIN LINE SHALL BE GALVANIZED STEEL (GSP), UNLESS OTHERWISE
NOTED.
1. 1" SERVICE SADDLE WITH DOUBLE U-BOLT
2. 1" BALL VALVE
3. 1" AIR-VACUUM RELEASE VALVE
4. 1" 90-DEG ELBOW
5. 1" 45-DEG ELBOW
6. 1" UNION
7. COMPANION FLANGE AND SCREEN ASSEMBLY (SEE SCREENED VENT DETAIL THIS SHEET)
8. 4" DUCTILE IRON PIPE, 10' LONG, WITH FLANGED ENDS.
9. 4" WELDED HDPE FLANGE ADAPTOR WITH FLANGE BACKING PLATE
10. 36" Ø CONCRETE MANHOLE SECTION (36" HIGH OR AS REQUIRED)
11. COMPOSITE MANHOLE FRAME AND COVER, 36" CLEAR OPENING, MARKED "WATER" (MODEL 3800 BY EJ
COMPANY OR APPROVED EQUAL)
12. 1/2-INCH MESH GALVANIZED WELDED WIRE FABRIC RODENT-PROOFING LAID FLUSH AGAINST BOTTOM OF
MANHOLE RING
13. 1/2" MINUS CRUSHED AGGREGATE DRAIN ROCK
14. 4" X 4" REDWOOD POST. LOCATE WOOD POST SO THAT IT DOES NOT INTERFERE WITH OPERATION OF
LID OR BLOCK ACCESS TO VAULT, AND SET ON OPPOSITE SIDE OF MANHOLE FROM ROAD.
15. 8" SQUARE CONCRETE BLOCK PAVER. STACK A MAXIMUM OF 3 PAVERS TO ACHIEVE REQUIRED HEIGHT.
UTILITY BOX GENERAL NOTES
1. ENSURE ALL APPURTENANCES CAN BE ACCESSED FOR OPERATION / MAINTENANCE.
2. SET BALL VALVE TO ENSURE FREE OPERATION WITHOUT THE HANDLE COMING IN CONTACT WITH
MANHOLE WALLS, ADJACENT PLUMBING, OR OTHER OBSTRUCTIONS. ARRANGE VALVE SO THAT HANDLE
POINTS UP WHEN OPEN.
3. ENSURE AIR VALVE IS SUPPORTED TO PREVENT MOVEMENT IN THREE DIMENSIONS. IN ADDITION TO THE PIPE SUPPORT BLOCKS SHOWN, ATTACH VALVE AND/OR OUTLET PIPE TO SUPPORT BRACKET
MOUNTED ON THE UTILITY BOX WALL.
4. MANHOLE SHALL BE SET UPON 4" MIN. CRUSHED DRAIN ROCK EXCEPT THAT LESSER DRAIN ROCK IS ALLOWED IF BEDROCK IS LESS THAN 4" BELOW THE MANHOLE. MANHOLE MAY BE SET DIRECTLY ON
BEDROCK WITH LEVELING COURSE OF BEDDING SAND OR DRAIN ROCK UNDER LOW AREAS.
5. NOTCH OR CORE MANHOLE WALL FOR WATER MAIN. CORE MANHOLE WALL FOR VENT PIPE.
6. FILL ANNULAR SPACE UP TO 1" BETWEEN WATER PIPES AND MANHOLE WALLS WITH "FOAM FILL" OR
APPROVED EQUAL. USE NON-SHRINK GROUT TO FOR GAPS OVER 1"
7. INSTALL VAULT DRAIN LINE AT 2% SLOPE TO NEAREST DAYLIGHT POINT WTIHIN 10 FEET. SET 1" ABOVE
THE GRAVEL BED IN THE MANHOLE, OR TO THE LOWEST PRACTICAL ELEVATION TO ACHIEVE THE DAYLIGHT WITHIN 10 FEET. COVER THE INLET END WITH #4 SCREEN.. VAULT DRAINS DO NOT REQUIRE
SANITARY SCREENING ON THE OUTLET END.
1'-6"
NOTES:
PROVIDE CADMIUM PLATED BOLTS (OR STAINLESS
STEEL) FOR INSECT SCREEN ASSEMBLY.
VENTING DETAIL
SCREENED VENT DETAIL
1" GSP
G.S.P. SOCKET
COMPANION FLANGE
#4 BRONZE SCREEN
#22 STAINLESS SCREEN
G.S.P. THREADED
COMPANION FLANGE
GALVANIZED STEEL NIPPLE
GALVANIZED STEEL 90° ELBOW
GALVANIZED STEEL CLOSE NIPPLE
GALVANIZED STEEL 90° ELBOW
1" GSP
2' -0
2' -0
6"
NOTE:
SET 10' LENGTH OF DUCTILE IRON PIPE LEVEL.
SLOPE HDPE MAIN TO DRAIN AWAY.
4" HDPE
4" DIP4" HDPE 4" HDPE
TOP OF COVER FILL
6"
NOTE:
SLOPE VENT PIPE TO
DRAIN BACK TO VALVE.
RAISE UP FILL TO COVER
VENT PIPE 3" MIN.
8 99
4"
5"
BEDROCK (SEE NOTE 4)
NOTCH MANHOLE BASE
(SEE NOTES 5 AND 6)
1" GSP VAULT DRAIN LINE
(SEE NOTE 7)
1" GSP VAULT DRAIN
(SEE NOTE 7)
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
7/2 /26
:2
2 K
CA
RN
ES
X :\A
SH
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Y\
RO
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AT
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LI
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.R
EP
LA
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ME
NT
_2
6\D
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W
IN
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\D
1_ D3
_P
RV
_T
RE
NC
H_
VA
LV
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DE
TA
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.D W
G;
R4
INTERMOUNTAIN REGION
ROSS SPRING-
RED CANYON
WATERLINE
REPLACEMENT
ASHLEY NATIONAL
FOREST
FLAMING GORGE DISTRICT
AIR-VACUUM
RELIEF VALVE
DETAILS
K CARNES
K CARNES
R ANDERSON
D-1 8 10
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
7/1 /26
:4
2 K
CA
RN
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INTERMOUNTAIN REGION
ROSS SPRINGS-
RED CANYON
WATERLINE
REPLACEMENT
ASHLEY NATIONAL
FOREST
FLAMING GORGE DISTRICT
TRENCH/COVER,
VALVES, AND VALVE
BOXES DETAILS
K CARNES
K CARNES
R ANDERSON
D-2 9 10
FINAL: SIGNED 6/30/2026
AutoCAD SHX Text
PIPE BEDDING
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TYPICAL TRENCH/COVER DETAILS
AutoCAD SHX Text DETECTION WIRE (REFER TO SPECIFICATION SECTION 330530 FOR ATTACHMENT LOCATION AND REQUIREMENTS
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MARKING TAPE, 12" BELOW SURFACE
AutoCAD SHX Text SATISFACTORY SOIL BACKFILL MATERIAL COMPACTED TO 90% MAXIMUM DENSITY (IMPORTED FROM GOV'T SOURCE)
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3" SURCHARGE FOR SETTLEMENT
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TRENCHED SECTION FILL COVER SECTION
AutoCAD SHX Text TRENCHING NOTES: 1. WALLS SHALL BE VERTICAL FOR TRENCHES LESS THAN 5'-0" DEEP AT CENTERLINE. FOR DEPTHS GREATER THAN 5'-0", WALLS SHALL BE VERTICAL FOR TRENCHES LESS THAN 5'-0" DEEP AT CENTERLINE. FOR DEPTHS GREATER THAN 5'-0", THE WALLS SHALL BE LAID BACK TO MEET APPLICABLE SAFETY STANDARDS. 2. PIPE BEDDING: IF BOTTOM OF TRENCH IS UNSATISFACTORY BEDDING MATERIAL OR BEDROCK, A MINIMUM OF 6" OF PIPE BEDDING: IF BOTTOM OF TRENCH IS UNSATISFACTORY BEDDING MATERIAL OR BEDROCK, A MINIMUM OF 6" OF PIPE-ZONE MATERIAL OR IMPORTED SPECIAL BEDDING SHALL BE USED DEPENDING ON MATERIAL ENCOUNTERED. IF SOIL IS OF A UNIFORM TEXTURE MEETING PIPE-ZONE MATERIAL SPECIFICATIONS, THIS NEED NOT BE EXCAVATED. 3. IN COVER-FILL SECTIONS, EXCAVATE DOWN TO BEDROCK AS OFTEN AS PRACTICAL TO ACHIEVE AS MUCH BURY AS IN COVER-FILL SECTIONS, EXCAVATE DOWN TO BEDROCK AS OFTEN AS PRACTICAL TO ACHIEVE AS MUCH BURY AS POSSIBLE. IF PIPE GRADE REQUIRES A SECTION IN FILL, EXCAVATE TO UNDISTURBED NATIVE SOIL OR 6" BELOW PIPE GRADE, WHICHEVER IS DEEPER. ADD SOIL BACKFILL AND COMPACT TO 90% AS NEEDED TO BRING SUBGRADE UP TO 6" BELOW PIPE GRADE. 4. IN COVER-FILL SECTIONS, PIPE ZONE MATERIAL MAY SLOPE DOWN AROUND THE PIPE ENSURING COVERAGE OF 6" ALL IN COVER-FILL SECTIONS, PIPE ZONE MATERIAL MAY SLOPE DOWN AROUND THE PIPE ENSURING COVERAGE OF 6" ALL AROUND. COMPACTION OF PIPE ZONE MATERIAL WILL BE ALLOWED FOLLOWING PLACEMENT OF SURROUNDING BACKFILL IN ORDER TO CONTAIN PIPE ZONE MATERIAL DURING COMPACTION. 5. WATER LINES SHALL BE BURIED A MINIMUM OF 18 INCHES UNLESS OTHERWISE NOTED. WATER LINES SHALL BE BURIED A MINIMUM OF 18 INCHES UNLESS OTHERWISE NOTED. 6. IN TRENCHED SECTIONS, THE INTENT IS TO UTILIZE EXISTING TRENCH TO ACHIEVE BURIAL DEPTH IN AREAS WHERE COVER IN TRENCHED SECTIONS, THE INTENT IS TO UTILIZE EXISTING TRENCH TO ACHIEVE BURIAL DEPTH IN AREAS WHERE COVER FILL WOULD BE UNSIGHTLY IN HIGH-USE PUBLIC SPACES. LAY PIPE AS DEEP AS PRACTICAL IN THE ORIGINAL TRENCH WITHOUT DISTURBING EXISTING ASBESTOS CEMENT PIPE AND POWER LINE..IF FULL 18" COVER CANNOT BE ACHIEVED, ADD COVER FILL SLOPED AWAY AT 10:1. LEAVE IN A ROUGHSTATE FOR A NATURAL APPEARANCE. 7. ATTACH TRACER WIRE TO ALL NON-METALLIC PIPE. (SEE SPECIFICATION SECTION 330530 FOR UTILITY LOCATING SYSTEM). ATTACH TRACER WIRE TO ALL NON-METALLIC PIPE. (SEE SPECIFICATION SECTION 330530 FOR UTILITY LOCATING SYSTEM). 8. EVERY EFFORT HAS BEEN MADE TO AVOID ROCK EXCAVATION AND FIELD ADJUSTMENT OF GRADES WILL BE ALLOWED TO EVERY EFFORT HAS BEEN MADE TO AVOID ROCK EXCAVATION AND FIELD ADJUSTMENT OF GRADES WILL BE ALLOWED TO FURTHER AVOID ROCK EXCAVATION. HOWEVER, MINOR AMOUNTS OF ROCK EXCAVATION ARE EXPECTED FOR UTILITY BOXES, DRAINS, AND SIMILAR FEATURES. NO ADDITIONAL PAYMENT WILL BE MADE FOR SUCH ROCK EXCAVATION. 9. THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO SET PIPE BELOW NATURAL GRADE BY REMOVING SOIL AND THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO SET PIPE BELOW NATURAL GRADE BY REMOVING SOIL AND FRACTURED ROCK TO SOLID BEDROCK IN ORDER TO CONTROL VOLUME OF IMPORTED COVER FILL. ALL PREPARED SUBGRADE SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO PLACEMENT OF PIPE AND PIPE BEDDING.
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VALVES, CURB BOXES, AND WRENCH DETAILS
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AWWA GATE VALVE LARGER THAN 3"
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ADJUSTABLE VALVE BOX
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VALVE OPERATING WRENCH
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POLY VALVE 3" AND UNDER
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PENTAGON KEY
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LOCKING TYPE LID
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BUFFALO TYPE CURB BOX.
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BASE AND KNOCKOUT TO MATCH VALVE AND PIPE SIZE
AutoCAD SHX Text FOR INSTALLATION IN ASPHALT OR CONCRETE MATERIALS, INSTALL TOP OF CURB BOX LEVEL WITH FINISH GRADE. FOR GROUND INSTALLATION, INSTALL CURB BOX 4" ABOVE GROUND LEVEL.
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HDPE WELD X FLANGE ADAPTER WITH BACKING PLATE
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FLANGED IRON GATE VALVE
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HDPE PIPE
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HEAT FUSION JOINT (TYP.)
AutoCAD SHX Text FURNISH ONE PENTA-NUT KEY FOR EACH FIVE (OR FRACTION THEREOF) LOCKING VALVE OR UTILITY BOXES.
AutoCAD SHX Text FURNISH ONE VALVE OPERATING WRENCH FOR EACH FIVE (OR FRACTION THEREOF) VALVES OF EACH NUT SIZE. LENGTH TO BE 12" LONGER THAN THE LONGEST VALVE BOX.
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SOCKET TO FIT 2" SQUARE NUT (OR OTHER SIZE AS MAY BE REQUIRED.)
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NATURAL GROUND
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NATURAL GROUND
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PIPE ZONE MATERIAL
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TOP OF BEDROCK
AutoCAD SHX Text 3:1
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BEDROCK OR NATIVE SOIL
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BEDROCK
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HEAT FUSION JOINT (TYP.)
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
6/1 5/2
6 1 4:
K
CA
RN
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X
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\D 1_
D3 _P
RV
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NC
H_
VA
LV
E_
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TA
IL
.D
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R4
INTERMOUNTAIN REGION
ROSS SPRINGS-
RED CANYON
WATERLINE
REPLACEMENT
ASHLEY NATIONAL
FOREST
FLAMING GORGE DISTRICT
SYSTEM DRAINS AND
LOCATING SYSTEM
DETAILS
K CARNES
K CARNES
R ANDERSON
D-3 10 10
FINAL: SIGNED 6/30/2026
AutoCAD SHX Text NOTES: 1. EXTEND DRAIN LINE TO EXTEND DRAIN LINE TO DAYLIGHT. 2. THE LAST 10' OF DRAIN THE LAST 10' OF DRAIN LINE SHALL BE GALVANIZED STEEL PIPE.
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PIPE SIZE
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SUCTION STRAINER DIAMETER
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NATURAL GROUND
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DAYLIGHT DRAIN WITH RODENT PROOF DRAIN OUTLET
AutoCAD SHX Text 1"
AutoCAD SHX Text 1 "12"
AutoCAD SHX Text 2"
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AutoCAD SHX Text 4"
AutoCAD SHX Text 6"
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AutoCAD SHX Text 7"
AutoCAD SHX Text 9"
AutoCAD SHX Text 7"
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STAINLESS STEEL PIPE CLAMPS. 2 REQUIRED.
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14 MESH GALVANIZED WIRE SCREEN WRAPPED AROUND SUCTION STRAINER.
AutoCAD SHX Text GALVANIZED STEEL SUCTION STRAINER WITH " STRAINER HOLES. SEE 38" STRAINER HOLES. SEE TABLE BELOW FOR SIZE.
AutoCAD SHX Text EXCAVATE BELOW DRAIN OUTLET TO PROVIDE 12" AIR GAP TO ANY POSSIBLE WATER SURFACE. DITCH OUTLET TO DRAIN.
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14 C.Y. SMALL STONE RIPRAP
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SLOPE TO DRAIN (MIN 2%)
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TRANSITION FITTING
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DRAINLINE
AutoCAD SHX Text %%uPUMPOUT DRAIN
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4" HDPE PIPE
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POLY VALVE AND BOX SEE NOTE 3
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HDPE PIPE SEE NOTE 3
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SLOPE 2% MINIMUM TO DRAIN
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4" THREADED GSP CAP
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FINISH GRADE
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HDPE CAP
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4" HDPE PIPE
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CONCRETE ANCHOR (APPROX. 0.5 CU/FT)
AutoCAD SHX Text NOTES: 1. ALL JOINTS SHALL BE HEAT FUSED. ALL JOINTS SHALL BE HEAT FUSED. 2. COMPACT THE MATERIAL SURROUNDING THE PUMPOUT DRAIN COMPACT THE MATERIAL SURROUNDING THE PUMPOUT DRAIN TO PROVIDE SUPPORT AND PREVENT MOVEMENT. 3. PIPE TO MATCH VALVE SIZE (SEE PLANS). PIPE TO MATCH VALVE SIZE (SEE PLANS). 4. INSTALL HDPE / GSP TRANSITION FITTING SO THAT ONLY GSP INSTALL HDPE / GSP TRANSITION FITTING SO THAT ONLY GSP IS VISIBLE ABOVE GRADE. 5. CONTRACTOR SHALL FURNISH A PORTABLE PUMP THAT CONTRACTOR SHALL FURNISH A PORTABLE PUMP THAT COMPLIES WITH SECTION 221100 IN THE SPECIFICATIONS.
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4" HDPE / GSP TRANSITION FITTING
AutoCAD SHX Text 4"x 4"x 4" HDPE TEE WITH TRANSITION SIZE AS REQUIRED (SEE NOTE 3)
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HDPE PIPE SEE NOTE 3
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HDPE LINE TO BE DRAINED
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90° ELBOW, HDPE
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CONNECT WITH DOWNWARD-FACING HDPE TEE
AutoCAD SHX Text DOWNWARD TEE NOT REQUIRED WHERE VALVE IS EXISTING OR BEDROCK PREVENTS INSTALLATION.
AutoCAD SHX Text IF BEDROCK PREVENTS 24" DEEP SUMP INSTALLATION, ALTERNATIVE INSTALLATIONS WILL BE ACCEPTABLE WITH CONTRACTING OFFICER APPROVAL. MINIMUM DEPTH OF 6" AND EQUIVALENT VOLUME IS REQUIRED.
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UTILITY LOCATING SYSTEM
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TYPE 1G GROUNDED TERMINAL ACCESS POINT FASTENED TO FOUNDATION WALL - SEE NOTE 1
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GROUND ROD DRIVEN INTO TRENCH BOTTOM - CONNECT TO ACCESS POINT
AutoCAD SHX Text NOTES: 1. TYPE 1G TERMINAL ACCESS POINTS AT BUILDINGS, TANKS, AND WELLS ARE TO BE COPPERHEAD T2B OR TYPE 1G TERMINAL ACCESS POINTS AT BUILDINGS, TANKS, AND WELLS ARE TO BE COPPERHEAD T2B OR EQUAL SET 6" ABOVE GROUND ON 24" LONG PVC 1" CONDUIT SECURELY FASTENED TO FOUNDATION WALLS WITH PIPE CLAMPS, OR TO PIPES AND MANWAYS WITH STAINLESS WIRE. LEAVE 12" OF EXTRA WIRE LENGTH LOOSELY WOUND INTO CONDUIT. 2. TYPE 2 ACCESS POINTS ARE TO BE SET WITH ACCESS LIDS AT GROUND LEVEL IN TRAFFIC AREAS OR 4" TYPE 2 ACCESS POINTS ARE TO BE SET WITH ACCESS LIDS AT GROUND LEVEL IN TRAFFIC AREAS OR 4" ABOVE GRADE IN NON-TRAFFIC AREAS. LEAVE 12" OF LOOSE WIRE LOOPED WITHIN ACCESS RISER UNDER LID 2.1. TYPE 2N ACCESS POINTS AT VALVES AND UTILITY BOXES ARE TO BE COPPERHEAD CD14BTP TYPE 2N ACCESS POINTS AT VALVES AND UTILITY BOXES ARE TO BE COPPERHEAD CD14BTP (NON-GROUNDED), OR EQUAL. 2.2. TYPE 2G ACCESS POINTS AT RV HOOKUPS, HYDRANTS, DRAINS, AND SIMILAR END-OF-LINE FEATURES TYPE 2G ACCESS POINTS AT RV HOOKUPS, HYDRANTS, DRAINS, AND SIMILAR END-OF-LINE FEATURES ARE TO BE COPPERHEAD LD14B2T-SW (GROUNDED), OR EQUAL. 3. DEAD END STUB OUT LINES FOR FUTURE CONNECTION ARE TO HAVE A GROUND ROD DRIVEN AT THE END DEAD END STUB OUT LINES FOR FUTURE CONNECTION ARE TO HAVE A GROUND ROD DRIVEN AT THE END OF THE LINE AND CONNECTED DIRECTLY TO THE END OF THE LOCATOR WIRE WITH A SPLICE CONNECTOR. 4. GROUND RODS ARE TO BE DRIVEN INTO UNDISTURBED TRENCH BOTTOM BELOW PIPELINE. GROUND RODS ARE TO BE DRIVEN INTO UNDISTURBED TRENCH BOTTOM BELOW PIPELINE. 5. BURIED WIRE CONNECTIONS ARE TO UTILIZE WATERPROOF CONNECTORS. BURIED WIRE CONNECTIONS ARE TO UTILIZE WATERPROOF CONNECTORS. 6. TRACER WIRE IS TO BE #12 COPPER-CLAD STEEL. WIRE INSULATION SHALL BE HDPE COLORED BLUE FOR TRACER WIRE IS TO BE #12 COPPER-CLAD STEEL. WIRE INSULATION SHALL BE HDPE COLORED BLUE FOR WATER INSTALLATIONS. ATTACH WIRE AT LOWER THIRD OF PIPE WITH TAPE OR PLASTIC TIES AT 5' INTERVALS.
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GROUND ROD DRIVEN INTO TRENCH BOTTOM - CONNECT TO ACCESS POINT
AutoCAD SHX Text TYPE 2N NON-GROUNDED ACCESS POINT- SEE NOTE 2. ATTACH TO MAIN TRACER W/ 3-WAY CONNECTOR
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VALVE
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UTIL. BOX
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BUILDING
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HYDRANT
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LATERAL
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3-WAY CONNECTOR
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TYPE 2G GROUNDED TERMINAL ACCESS POINT- SEE NOTE 2.
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SYSTEM SCHEMATIC NO SCALE
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UTIL BOX
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GENERAL WIRING CONFIGURATION NO SCALE
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3-WAY CONNECTOR
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TRACER WIRE (TYP.)
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VISITOR CENTER
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DRAIN
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DRAIN
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DRAIN
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UTIL BOX
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TYPE 2N
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TYPE 2N
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TYPE 2N
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TYPE 2G
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TYPE 2N
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TYPE 2G
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TYPE 2N
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TYPE 2N
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TYPE 2N
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GROUND
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GROUND
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TYPE 2G
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VALVE (TYP OF 10)
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TYPE 2N
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NEW WATER (TYP.)
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EXIST. WATER (TYP.)
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| Sheets and Views |
| _G1 COVER SHEET |
| W1-Index.pdf |
| Sheets and Views |
| C1-Index |
| W2-P&P 0-13.pdf |
| Sheets and Views |
| C2-P&P 0-13 |
| W3-P&P 13-26.pdf |
| Sheets and Views |
| C3-P&P 13-26 |
| W4-P&P 26-39.pdf |
| Sheets and Views |
| C4-P&P 26-39 |
| W5-P&P 39-52.pdf |
| Sheets and Views |
| C5-P&P 39-52 |
| W6-P&P 52-64.pdf |
| Sheets and Views |
| C6-P&P 52-64 |
| D1- Air-Vac Valve.pdf |
| Sheets and Views |
| D1- Air-Vac Valve |
| D2- Trench and Valve.pdf |
| Sheets and Views |
| D2 - Trench-Valves |
| D3-Drains and Locating.pdf |
| Sheets and Views |
| D3 Drains |
| W1-Index.pdf |
| Sheets and Views |
| C1-Index |
| W2-P&P 0-13.pdf |
| Sheets and Views |
| C2-P&P 0-13 |
| W3-P&P 13-26.pdf |
| Sheets and Views |
| C3-P&P 13-26 |
| W4-P&P 26-39.pdf |
| Sheets and Views |
| C4-P&P 26-39 |
| W5-P&P 39-52.pdf |
| Sheets and Views |
| C5-P&P 39-52 |
| W6-P&P 52-64.pdf |
| Sheets and Views |
| C6-P&P 52-64 |
| W4-P&P 26-39.pdf |
| Sheets and Views |
| C4-P&P 26-39 |
| D1- Air-Vac Valve.pdf |
| Sheets and Views |
| D1- Air-Vac Valve |
| G1-Cover.pdf |
| Sheets and Views |
| _G1 COVER SHEET |
| W2-P&P 0-13.pdf |
| Sheets and Views |
| C2-P&P 0-13 |
| W3-P&P 13-26.pdf |
| Sheets and Views |
| C3-P&P 13-26 |
| W4-P&P 26-39.pdf |
| Sheets and Views |
| C4-P&P 26-39 |
| W5-P&P 39-52.pdf |
| Sheets and Views |
| C5-P&P 39-52 |
| D2- Trench and Valve.pdf |
| Sheets and Views |
| D2 - Trench-Valves |
| G1-Cover.pdf |
| Sheets and Views |
| _G1 COVER SHEET |
File details come from the government source that posted it. Updated .