C04c_Drawings Summit Complete Package Signatures.pdf
PDF 8 MB Posted
- Attached to
- SUMMIT VIEW WATER SYSTEM PIPE REPLACEMENT
- Solicitation number
- 1240LT26Q0136
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a set of design drawings and specifications for a waterline replacement project at Summit View Campground, located in Caribou-Targhee National Forest, Montpelier Ranger District, Idaho, under the jurisdiction of the United States Department of Agriculture Forest Service, R04 Intermountain Region.
The project involves replacing approximately 1,770 feet of existing waterline with 2-inch high-density polyethylene (HDPE) pipe, extending from a tee near the Sheep Trough to the iodinator at the campground. Construction specifications include installation of two daylight drains with rodent-proof outlets, one air release valve at the first hill peak (approximately station 6+50), and a reduced pressure backflow preventer at the tee near the Sheep Trough. The waterline must be buried a minimum of 30 inches and maintain a minimum 2 percent slope for drainage. Key design details specify trench requirements with compacted granular backfill, transition fittings for connections to existing galvanized steel and PVC pipelines, and construction limits confined to 5 feet on both sides of the trench. The project includes comprehensive utility coordination requirements, adherence to applicable federal, state, and local drinking water regulations including Idaho DEQ IDAPA 58.01.08, and contractor responsibility for establishing exact utility locations before excavation begins. Design drawings encompass existing pipeline alignments, waterline profiles with estimated elevations, detailed construction specifications for trenches and drainage systems, air relief valve and backflow preventer assemblies, and lid and locking rod details for access points.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| C04_1240LT26Q0136_RFQ.pdf | ||
| C04b_Specifications.pdf | ||
| C04f - Past Performance Data Sheet.pdf | ||
| C04e - Experience Questionnaire.pdf | ||
| C04_1240LT26Q0136_RFQ.pdf | ||
| C04b_Specifications.pdf | ||
| C04d_SAM_Wage Determination_ID20260021 051820.pdf | ||
| C04a_Schedule of Items.xlsx | XLSX spreadsheet |
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Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
SUMMIT VIEW CAMPGROUND
FROM MONTPELIER. IDAHO, TAKE US-30 W 12 MILES TO NARROWS RD/STRINGTOWN RD. TURN RIGHT
ONTO NARROWS RD/STRINGTOWN RD. CONTINUE FOR 2.3 MILES, THEN TURN LEFT TOWARD LEFT
HAND GEORGETOWN CANYON ROAD. CONTINUE ONTO LEFT HAND GEORGETOWN CANYON FOAD
FOR 5.5 MILES. TURN RIGHT ON LATERAL TRAIL TO ACCESS THE PIPELINE FROM THOMPSON SPRING
FOR SUMMIT VIEW CAMPGROUND, GEORGETOWN CANYON ROAD, MONTPELIER, ID 83254 (42.5527, -111.2967)
WATERLINE REPLACEMENT
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER
5/2 0/2
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IDAHO
BEAR LAKE COUNTY
R04 INTERMOUNTAIN REGION
CARIBOU-TARGHEE NATIONAL FOREST
MONTPELIER RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE
G-01 COVERSHEET
C-01 NOTES
C-02 EXISTING ALIGNMENT
C-03
WATERLINE PROFILE (ESTIMATED)
C-04 DRAWINGS OF EXISTING PIPELINE FROM SPRING
C-05 DRAWINGS OF EXISTING PIPELINE TO CAMPGROUND
C-06 TRENCH DETAIL
C-07 DRAIN DETAIL
C-08 AIR RELIEF VALVE DETAIL
C-09 BACKFLOW PREVENTER DETAIL
C-10 LID AND LOCKING ROD DETAIL
SUMMIT VIEW CAMPGROUND PIPELINE REPLACEMENT
EXISTING PIPELINE IS TO BE REPLACED WITH 2" HDPE PIPE FROM THE TEE NEAR THE SHEEP TROUGH TO THE IODINATOR. CONSTRUCTION WILL INCLUDE 2 DAYLIGHT DRAINS AND ONE AIR RELEASE VALVE, AS
WELL AS A BACKFLOW PREVENTER AT THE TEE NEAR THE SHEEP TROUGH.
FOR CONSTRUCTION PURPOSES, THE SHEEP TROUGH TEE WILL BE STATION 0+00. A DAYLIGHT DRAIN WILL BE AT APPROXIMATELY 1+50, WHERE THE PIPE REACHES MINIMUM ELEVATION. AN AIR RELEASE
VALVE WILL BE INSTALLED AT APPROXIMATELY 6+50, WHERE THE PIPELINE PEAKS ON THE FIRST HILL. AN ADDITIONAL DAYLIGHT DRAIN WILL BE INSTALLED AT APPROXIMATELY 10+75, WHERE THE PIPELINE
REACHES IT'S SECOND LOW ELEVATION. THEN THE PIPELINE WILL CONTINUE TO THE IODINATOR, AT APPROXIMATELY STATION 17+70.
NOTES:
1. ALL WATERLINE SHALL BE SLOPED A MINIMUM 2% TO DRAIN.
2. BURY WATERLINE A MINIMUM OF 30 INCHES. ADDITIONAL DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM SLOPE OF 2%
3. AN EXTENSIVE EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY LINES FROM RECORDS AND EVIDENCE IN THE FIELD, HOWEVER, THE COMPLETENESS OR ACCURACY OF THE
LOCATIONS SHOWN CANNOT BE GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE LOCATION OF ALL EXISTING UTILITIES. ANY LOCATION STAKED OR SHOWN IS APPROXIMATE.
CALL 811 TO HAVE UTILITIES MARKED BEFORE BEGINNING CONSTRUCTION. IF CONFLICTS ARE FOUND, NOTIFY THE CONTRACTING OFFICER.
4. THE MINIMUM ALLOWABLE BENDING RADIUS FOR HDPE PIPE IS 30 TIMES THE NOMINAL PIPE DIAMETER.
NOM. PIPE DIA. MIN. BENDING RADIUS
1" 2'-6"
2" 5'-0"
3" 7'-6"
5. INSTALL THE POTABLE WATER SYSTEM ACCORDING TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS FOR PUBLIC DRINKING WATER SYSTEMS.
6. CLEARING LIMITS SHALL BE 5 FEET ON BOTH SIDES OF THE WATERLINE TRENCH. THE CONTRACTOR SHALL USE CAUTION AND AVOID DAMAGE TO TREES AND VEGETATION. THE CONTRACTOR SHALL
CONFINE ALL OPERATIONS AND ACTIVITIES TO WITHIN THE CLEARING LIMITS.
7. CONNECTIONS BETWEEN NEW AND EXISTING WATERLINES SHALL BE INSTALLED IN MANNER RECOMMENDED BY THE PIPE MANUFACTURER AND APPROVED BY THE CONTRACTING OFFICER. USE
HDPE/GSP TRANSITION FITTINGS FOR CONNECTIONS TO GALVANIZED STEEL. USE HDPE/PVC TRANSITION FITTINGS FOR CONNECTIONS TO PVC PIPE. COMPRESSION-TYPE FITTINGS ARE NOT ALLOWED.
8. WHERE ENCOUNTERED, REMOVE AND DISPOSE OF EXISTING WATERLINE TO A DEPTH OF 12" BELOW FINISHED GRADE. CAP AND ABANDON REMAINDER IN PLACE.
9. WATERLINES SHALL BE INSTALLED A MINIMUM OF 25' FEET FROM VAULT TOILETS AND SEPTIC TANKS.
10. ON LATERALS AND DRAINLINES, INSTALL CURB VALVES AND BOXES 2 FEET FROM TEE OR LINE TO BE DRAINED UNLESS SHOWN OTHERWISE.
11. SEE SHEET C-3 FOR PROPOSED WATERLINE PROFILE. SEE SHEETS C-4 AND C-5 FOR CONSTRUCTED WATERLINE FROM SPRING TO CAMPGROUND.
12. ONLY THE SECTION OF WATERLINE FROM THE TEE NEAR THE SHEEP TROUGH TO THE IODINATOR WILL BE REPLACED, APPROXIMATELY 1770 FEET.
13. WHERE NEW WATERLINES INTERSECT SEWERLINES, THE NEW WATERLINES SHALL BE INSTALLED ACCORDING TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, INCLUDING
IDAHO DEQ IDAPA 58.01.08, RULES FOR PUBLIC DRINKING WATER SYSTEMS.
14. DO NOT INSTALL HYDRANTS, AIR RELEASE VALVES, PRESSURE REDUCING VALVES OR ANY OTHER PLUMBING IN THE UTILITY BOXES OR BUILDINGS UNTIL THE UPSTREAM WATERLINES HAVE BEEN FULLY
FLUSHED OF DEBRIS ACCORDING TO THE SPECIFICATIONS.
15. THE TOPOGRAPHY USED FOR THE DESIGN WAS GENERATED FROM LIDAR DATA ON-THE -GROUND CONTROL POINTS DO NOT EXIST. SINCE THE LIDAR DATA ACQUISITION, THE ELEVATION OF SOME OF THE
AREAS OF THE PROJECT HAVE CHANGED. THE CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE PIPE ELEVATIONS AND GRADES TO ENSURE POSITIVE DRAINAGE AND MINIMUM REQUIRED COVER ABOVE
THE PIPE.
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
5/2 0/2
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R04
INTERMOUNTAIN REGION
SUMMIT VIEW
CAMPGROUND
WATERLINE
REPLACEMENT
CARIBOU-TARGHEE
NATIONAL FOREST
MONTPELIER RANGER DISTRICT
NOTES
04/07/2026
N. ANDERSON
N. ANDERSON
S. JENKINS
C-01 02 11
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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
5/2 0/2
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R04
INTERMOUNTAIN REGION
SUMMIT VIEW
CAMPGROUND
WATERLINE
REPLACEMENT
CARIBOU-TARGHEE
NATIONAL FOREST
MONTPELIER RANGER DISTRICT
EXISTING ALIGNMENT
04/07/2026
N. ANDERSON
N. ANDERSON
S. JENKINS
C-02 03 11
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STATION (FEET)
EXISTING PROFILE
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+5017+70
Air Vent (Approximate Location)
Set at high point
Daylight Drain (Approximate Location)
Set at low point
Daylight Drain (Approximate Location)
Set at low point
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
5/2 0/2
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R04
INTERMOUNTAIN REGION
SUMMIT VIEW
CAMPGROUND
WATERLINE
REPLACEMENT
CARIBOU-TARGHEE
NATIONAL FOREST
MONTPELIER RANGER DISTRICT
WATERLINE PROFILE
(LOCATION ESTIMATED)
04/07/2026
N. ANDERSON
N. ANDERSON
S. JENKINS
C-03 04 11
INSTALL NEW DAYLIGHT DRAIN
INSTALL NEW DAYLIGHT DRAIN
INSTALL NEW AIR RELEASE VALVE
TEE
IODINATOR
Feet
0 150 300
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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
5/2 0/2
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R04
INTERMOUNTAIN REGION
SUMMIT VIEW
CAMPGROUND
WATERLINE
REPLACEMENT
CARIBOU-TARGHEE
NATIONAL FOREST
MONTPELIER RANGER DISTRICT
DRAWINGS OF EXISTING
PIPELINE FROM SPRING
04/07/2026
N. ANDERSON
N. ANDERSON
S. JENKINS
C-04 05 11
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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
5/2 0/2
6 1 0:
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R04
INTERMOUNTAIN REGION
SUMMIT VIEW
CAMPGROUND
WATERLINE
REPLACEMENT
CARIBOU-TARGHEE
NATIONAL FOREST
MONTPELIER RANGER DISTRICT
DRAWINGS OF EXISTING
PIPELINE TO
CAMPGROUND
04/07/2026
N. ANDERSON
N. ANDERSON
S. JENKINS
C-05 06 11
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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
5/2 0/2
6 1 0:
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R04
INTERMOUNTAIN REGION
SUMMIT VIEW
CAMPGROUND
WATERLINE
REPLACEMENT
CARIBOU-TARGHEE
NATIONAL FOREST
MONTPELIER RANGER DISTRICT
TRENCH DETAIL
04/07/2026
N. ANDERSON
N. ANDERSON
S. JENKINS
C-06 07 11
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SCALE:
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TYPICAL TRENCH DETAIL
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SHAPE TRENCH BY HAND TO FIT BOTTOM QUADRANT OF PIPE.
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NOTE: FOR WATER AND STORM DRAIN, BEDDING IS SAND.
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PIPE COVER 30" MIN
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A
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10' GSP
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
5/2 0/2
6 1 0:
N
IN
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INTERMOUNTAIN REGION
SUMMIT VIEW
CAMPGROUND
WATERLINE
REPLACEMENT
CARIBOU-TARGHEE
NATIONAL FOREST
MONTPELIER RANGER DISTRICT
DRAIN DETAIL
04/07/2026
N. ANDERSON
N. ANDERSON
S. JENKINS
C-07 08 11
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. 3. ON WATER STORAGE ON WATER STORAGE TANK OVERFLOW DRAIN, SCREEN AROUND SUCTION STRAINER SHALL BE #24 MESH.
AutoCAD SHX Text
PIPE SIZE
AutoCAD SHX Text
SUCTION STRAINER DIAMETER
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
DAYLIGHT DRAIN WITH RODENT PROOF DRAIN OUTLET
AutoCAD SHX Text 1"
AutoCAD SHX Text 1 "12"
AutoCAD SHX Text 2"
AutoCAD SHX Text 3"
AutoCAD SHX Text 4"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 7"
AutoCAD SHX Text 9"
AutoCAD SHX Text 7"
AutoCAD SHX Text 5"
AutoCAD SHX Text 5"
AutoCAD SHX Text
STAINLESS STEEL PIPE CLAMPS. 2 REQUIRED.
AutoCAD SHX Text
NO. 4 GALVANIZED WIRE SCREEN WRAPPED AROUND SUCTION STRAINER.
AutoCAD SHX Text GALVANIZED STEEL SUCTION STRAINER WITH 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.
AutoCAD SHX Text
14 C.Y. SMALL STONE RIPRAP
AutoCAD SHX Text
SLOPE TO DRAIN (MIN 2%)
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TRANSITION FITTING
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DRAINLINE
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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
5/2 0/2
6 1 0:
N
IN
IA
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N
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INTERMOUNTAIN REGION
SUMMIT VIEW
CAMPGROUND
WATERLINE
REPLACEMENT
CARIBOU-TARGHEE
NATIONAL FOREST
MONTPELIER RANGER DISTRICT
AIR RELIEF VALVE
DETAIL
04/07/2026
N. ANDERSON
N. ANDERSON
S. JENKINS
C-08 09 11
AutoCAD SHX Text
AIR RELEASE VALVE NOT TO SCALE
AutoCAD SHX Text
AutoCAD SHX Text
2" HDPE
AutoCAD SHX Text NOTES: : SUPPORT COMBINATION AIR VALVE, PIPE AND PLUMBING APPURTENANCES WITH 4"x4"x5' REDWOOD POST AS REQUIRED. FINAL INSTALLATION TO BE STURDY AND SECURELY ATTACHED. 1. 6" COMPACTED GRAVEL 6" COMPACTED GRAVEL 2. HEAT-FUSED SADDLE (PREFERRED) OR 2" X 2" X 1" HDPE TEE HEAT-FUSED SADDLE (PREFERRED) OR 2" X 2" X 1" HDPE TEE 3. 1" HDPE/GSP TRANSITION FITTING 1" HDPE/GSP TRANSITION FITTING 4. 1" BALL VALVE 1" BALL VALVE 5. 1" COMBINATION AIR VALVE 1" COMBINATION AIR VALVE 6. 2" HDPE WATERLINE TO BE FULLY SUPPORTED BY COMPACTED GRAVEL 2" HDPE WATERLINE TO BE FULLY SUPPORTED BY COMPACTED GRAVEL 7. 2" POLY CURB VALVE2" POLY CURB VALVE
AutoCAD SHX Text
AutoCAD SHX Text
FINAL GROUND
AutoCAD SHX Text
FLOW
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FLOW
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2" HDPE
AutoCAD SHX Text
30" MIN.
AutoCAD SHX Text
ARV
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
PIPE STRAP
AutoCAD SHX Text 4" x 4'' x 5'-0" REDWOOD POST
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11/32"Ø HOLE
FOR PADLOCK
GROUND
M A
T C
H
P
I P
E
G
R A
D E
FLANGE
TRANSITION
FLOW
D E
P T
H
V
A R
I E
S
ELBOW
TO GSP
5 FT DIA. x 9" DEEP
BLOCK UNDER PIPING
6" x 6" x 6" CONCRETE
GRAVEL SUMP
12" MIN.
M
I N
EXISTING
LOCKING ROD
3"Ø ROD STOP
6"
4"
1/2" SMOOTH ROD
HANDLE WELDED
TO LID
PROVIDE 1/2 INCH
CLEARANCE AROUND PIPE.
FLANGE
FLOW
RECEIVE PIPE ON BOTH ENDS.
TRANSITION
GSP ELBOW
48"Ø
CMP BOX
ROD STRAP
LOCKING
BACKFLOW ASSEMBLY
STRAINER
REDUCED PRESSURE
1" HDPE PIPE
TORCH CUT SLOTS TO
1" HDPE PIPE TO
3/4"Ø x 56"
GENERAL NOTE:
1. REFER TO DETAIL A, SHEET C-10
FOR CONSTRUCTION OF LID AND
LOCKING ROD ASSEMBLY.
NO SCALE
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
5/2 0/2
6 1 0:
N
IN
IA
ND
ER
SO
N
C:
\U
SE
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RI
NG
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R04
INTERMOUNTAIN REGION
SUMMIT VIEW
CAMPGROUND
WATERLINE
REPLACEMENT
CARIBOU-TARGHEE
NATIONAL FOREST
MONTPELIER RANGER DISTRICT
BACKFLOW PREVENTER
DETAIL
04/07/2026
N. ANDERSON
N. ANDERSON
S. JENKINS
C-09 10 11
AutoCAD SHX Text %%uR.P.B.A. DETAIL
AutoCAD SHX Text E
AutoCAD SHX Text
REDUCED PRESSURE BACKFLOW PREVENTER
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AutoCAD SHX Text O
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11/32"Ø HOLE
FOR PADLOCK
GROUND
M A
T C
H
P
I P
E
G
R A
D E
D E
P T
H
V
A R
I E
S
EXISTING
LOCKING ROD
3"Ø ROD STOP
6"
4"
1/2" SMOOTH ROD
HANDLE WELDED
TO LID
48"Ø
CMP BOX
ROD STRAP
LOCKING
3/4"Ø x 56"
PROVIDE 1/2 INCH
CLEARANCE AROUND PIPE.
RECEIVE PIPE ON BOTH ENDS.
TORCH CUT SLOTS TO
11/32"Ø HOLE
FOR PADLOCK
LOCKING ROD
3"Ø ROD STOP
3/4"Ø x 56"
11/32"Ø HOLE
FOR PADLOCK
LOCKING ROD
3"Ø ROD STOP
3/4"Ø x 56"
3'
6"
4"
1/2" SMOOTH ROD
HANDLE WELDED
TO LID
ROD STRAP
LOCKING
1/2 " SMOOTH ROD HANDLE WELDED TO LID
LOCKING ROD
3/4"Ø x 56"
ROD STRAP
LOCKING
3"Ø ROD STOP
ROD STRAP
LOCKING
36"
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
5/2 0/2
6 1 0:
N
IN
IA
ND
ER
SO
N
C:
\U
SE
RS
\N
IN
IA
ND
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SO
N\
BO
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IN
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RI
NG
\71
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R04
INTERMOUNTAIN REGION
SUMMIT VIEW
CAMPGROUND
WATERLINE
REPLACEMENT
CARIBOU-TARGHEE
NATIONAL FOREST
MONTPELIER RANGER DISTRICT
LID AND LOCKING ROD
DETAIL
04/07/2026
N. ANDERSON
N. ANDERSON
S. JENKINS
C-10 11 11
AutoCAD SHX Text
ACCESS OPENING COVER TOP VIEW
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
LOCKING ROD DETAILS
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
INSTALL " THICK NEOPRENE FOAM SEAL14" THICK NEOPRENE FOAM SEAL
AutoCAD SHX Text
39 " DIAMETER12 " DIAMETER
AutoCAD SHX Text 1" x " NEOPRENE FOAM SEAL14" NEOPRENE FOAM SEAL
AutoCAD SHX Text 1" x " SEAL GROOVE CENTERLINE14" SEAL GROOVE CENTERLINE
AutoCAD SHX Text
ACCESS OPENING COVER BOTTOM VIEW
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
ELEVATION
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| 04102026Summit2-COVERSHEET.pdf |
| Sheets and Views |
| 04102026Summit2-COVERSHEET |
| OLE1 |
| 04102026Summit2-NOTES.pdf |
| Sheets and Views |
| 04102026Summit2-NOTES |
| OLE1 |
| 04102026Summit2-MAP.pdf |
| Sheets and Views |
| MAP |
| OLE1 |
| 05122026Summit-PROFILE (3).pdf |
| Sheets and Views |
| 05122026Summit-PROFILE (3) |
| OLE1 |
| 04102026Summit2-SPRING.pdf |
| Sheets and Views |
| 04102026Summit2-SPRING |
| OLE1 |
| 04102026Summit2-CAMPGROUND.pdf |
| Sheets and Views |
| 04102026Summit2-CAMPGROUND |
| OLE1 |
| 04102026Summit2-TRENCH.pdf |
| Sheets and Views |
| 04102026Summit2-TRENCH |
| OLE1 |
| 04102026Summit2-DRAIN.pdf |
| Sheets and Views |
| 04102026Summit2-DRAIN |
| OLE1 |
| 04102026Summit2-AIR RELIEF.pdf |
| Sheets and Views |
| 04102026Summit2-AIR RELIEF |
| OLE1 |
| 04102026Summit2-BACKFLOW.pdf |
| Sheets and Views |
| 04102026Summit2-BACKFLOW |
| OLE1 |
| 04102026Summit2-LID AND LOCKING ROD.pdf |
| Sheets and Views |
| 04102026Summit2-LID AND LOCKING ROD |
| OLE1 |
| 04102026Summit2-NOTES.pdf |
| Sheets and Views |
| NOTES |
| OLE1 |
| undefined: | |
| undefined_2: | |
| INTERMOUNTAIN REGION: | |
| STAMPS LOGOS AND SEALSRow1: | |
| STAMPS LOGOS AND SEALSRow1_2: | |
| STAMPS LOGOS AND SEALSRow2: | |
| STAMPS LOGOS AND SEALSRow2_2: | |
| STAMPS LOGOS AND SEALSRow3: | |
| STAMPS LOGOS AND SEALSRow3_2: | |
| STAMPS LOGOS AND SEALSRow4: | |
| STAMPS LOGOS AND SEALSRow4_2: | |
| DRAWING TITLE EXISTING ALIGNMENT: | |
| DATE ARCHIVE NO 04072026: | |
| undefined_3: | |
| omMllfD IT CSmiffI JDLze JDL: | |
| STAMPS LOGOS AND SEALSRow1_3: | |
| STAMPS LOGOS AND SEALSRow1_4: | |
| STAMPS LOGOS AND SEALSRow1_5: | |
| STAMPS LOGOS AND SEALSRow2_3: | |
| STAMPS LOGOS AND SEALSRow2_4: | |
| STAMPS LOGOS AND SEALSRow2_5: | |
| STAMPS LOGOS AND SEALSRow3_3: | |
| STAMPS LOGOS AND SEALSRow3_4: | |
| STAMPS LOGOS AND SEALSRow3_5: | |
| STAMPS LOGOS AND SEALSRow4_3: | |
| STAMPS LOGOS AND SEALSRow4_4: | |
| STAMPS LOGOS AND SEALSRow4_5: | |
| DRAWING TITLE DRAWINGS OF EXISTING PIPELINE FROM SPRING: | |
| DATE ARCHIVE NO 04072026_2: | |
| S JENKINS PROJECT NO SHEET 05 OF 11: | |
| undefined_4: | |
| undefined_5: | |
| undefined_6: | |
| INTERMOUNTAIN REGION_2: | |
| fill_5: | |
| fill_6: | |
| fill_7: | |
| fill_8: | |
| DATE ARCHIVE NO 04072026_3: | |
| Signature2_es_:signer:signature: | |
| Signature3_es_:signer:signature: | |
| 2026-05-26T08:31:35-0600 | |
| STEVEN JENKINS |
| 2026-05-26T11:24:49-0600 | |
| DELL TRANSTRUM |
File details come from the government source that posted it. Updated .