J.6_signed plans Huckleberry CG Reconstruction 5_10_2023.pdf
PDF 2 MB Posted
- Solicitation number
- 1240LT23R0003
- Issued by
-
Department of Agriculture Forest Service
About this file
This document package includes plans and drawings for the reconstruction of the Huckleberry Campground located on the Payette National Forest in Council, Idaho. The project involves reconditioning roads and campground spurs, relocating barrier rocks, placing aggregate surfacing, replacing signs, and optional items including decommissioning an existing well, installing a new well and associated infrastructure, and additional road work. Detailed drawings show the proposed work including realignment of roads and campsites, locations for new aggregate surfaces, details for installing a new well, concrete pad, and hand pump. Specifications include requirements for barrier rocks, aggregate materials, and signage. The related federal contract opportunity is solicitation number 1240LT23R0003 for reconstruction work at campgrounds within the GAOA West Zone of the Payette National Forest, with the Payette National Forest/Council Ranger District listed as the location. No further details are provided on response dates, pricing terms, or other procurement requirements.
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Other files
| File | Type | Posted |
|---|---|---|
| Amendment 1_QA.docx | DOCX document | |
| Amendment 1.pdf | ||
| J.2_Wage Rate Decision.pdf | ||
| J.4_Specs-HuckleberryCG.pdf | ||
| J.8_Site Visit Attendance.pdf | ||
| J.9_Determination of Responsibility.pdf | ||
| J.5_signed GAOA_CabinCreek.DWG_FINAL_05_30_2023.pdf | ||
| J.3_GAOA_CabinCreek_Specs_FINAL_4.28.2023.pdf | ||
| J.7_GAOA_Cabin_Creek_Staking_Notes.pdf | ||
| J.1_SOI for WZ CGs and Huckleberry CG.xlsx | XLSX spreadsheet | |
| 1240LT23R0003.pdf |
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Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
GAOA 4AE AND 4DU
FROM COUNCIL, ID: HEAD NORTHWEST ON THE COUNCIL CUPRUM ROAD FOR 30 MILES TO REACH
BEAR, ID. CONTINUE STRAIGHT ONTO LANDORE ROAD FOR 4 MILES. TAKE THE RIGHT FORK ON TO
FOREST ROAD 50110 AND CONTINUE FOR 1 MILE. THE CAMPGROUND IS ON THE RIGHT (45.08398N, -116.61570W)
RECOMMENDED BY:
FOREST ENGINEER
DISTRICT RANGER
DATE
DATE
FOREST SUPERVISOR
DATE
4/4 /23
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IDAHO
ADAMS
(R04) INTERMOUNTAIN REGION
PAYETTE NATIONAL FOREST
COUNCIL DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G-01 COVERSHEET 3/8/23
C-01
PROJECT DESC., GENERAL NOTES, SCHEDULE OF ITEMS, SIGN
DETAIL, BARRIER ROCK DETAIL
3/8/23
C-02 SITE MAP: PROPOSED ACTION 3/8/23
C-03 END LOOP: PROPOSED ACTION 3/8/23
C-04 WELL: PROPOSED ACTION 3/8/23
C-05 WELL DETAILS 3/8/23
C-06 PUMP AND CONCRETE PAD DETAILS 3/8/23
C-07 TYPICAL ROAD AND SPUR SECTION 3/8/23
COUNCIL DISTRICT OFFICE
2092 HIGHWAY 95
COUNCIL, ID 83612
HUCKLEBERRY CAMPGROUND RECONSTRUCTION
NOTES:
1. SET FRACTURED OR SOILED SIDE OF ROCK INTO EARTH AT A DEPTH OF 12" OR MORE
BELOW GRADE. WEATHERED SIDE SHOULD FACE UP.
2. PLACE BARRIER ROCKS SO THEY APPEAR NATURAL AVOID PLACING IN LONG LINEAL ROWS
WITH EQUAL SPACING.
3. SELECT BARRIER ROCKS THAT ARE ATLEAST 24" WHEN MEASURED IN SMALLEST SECTION.
4. ROCKS HARVESTED WITHIN THE PROJECT LIMITS AND INTENDED FOR USE IN THE PROJECT
SHALL BE APPROVED BY THE C.O. PRIOR TO INSTALLATION.
3'-0" MIN.
3'-9" MAX.
4'-0" MIN.
4'-9" MAX.
ELEVATION
VIEW (NTS)
PLAN VIEW
(NTS)
D
E P
T H
NATIVE SOIL
ROAD
SHOULDER
EXISTING
TREES
EXISTING
TREES
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
4/4 /23
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(R04)
INTERMOUNTAIN REGION
GAOA
HUCKLEBERRY
CAMPGROUND
RECONSTRUCTION
PAYETTE NATIONAL
FOREST
COUNCIL DISTRICT
PROJECT DESCRIPTION,
GENERAL NOTES,
SCHEDULE OF ITEMS,
SIGN DETAIL, BARRIER
ROCK DETAIL
1/20/2023
P. MCCLOSKEY
P. MCCLOSKEY
S. THOMPSON
C-01 2 7
PROJECT DESCRIPTION
THIS PROJECT RECONSTRUCTS THE END LOOP AND 3 CAMPING SPURS AT THE HUCKLEBERRY
CAMPGROUND. WORK INCLUDES ROAD RECONDITIONING, MOVING BARRIER ROCKS, AGGREGATE
PLACEMENT, AND SIGN REPLACEMENT. OPTIONAL ITEMS INCLUDE WELL DECOMMISSIONING, WELL
INSTALLATION, WALK PATH CONSTRUCTION AND ADDITIONAL RECONDITIONING AND AGGREGATE
PLACEMENT.
GENERAL NOTES
· HAND PUMP SALVAGE INCLUDES REMOVING THE EXISTING HAND PUMP, SUCTION PIPE AND
RODS, PUMP CYLINDER, SUBMERSIBLE PUMP, ASSOCIATED WIRING AND ELECTRICAL
OUTLET FROM THE EXISTING WELL AND DELIVERING THEM TO THE FOREST SERVICE
OFFICE IN MCCALL DEMOLITION OF THE EXISITNG CONCRETE PAD IS INCIDENTAL TO THIS
ITEM.
· HAND PUMP INSTALL INCLUDES INSTALLING COMMERCIAL SOURCED HAND PUMP,
SUCTION PIPE AND RODS, PUMP CYLINDER, SUBMERSIBLE PUMP, ASSOCIATED WIRING
AND ELECTRICAL OUTLET. .
· SIGNS SHALL BE MOUNTED ON 4"x4"x8' PRESSURE TREATED WOOD POST. LOCATION TO BE
APPROVED BY COR REMOVAL OF THE EXISTING SIGN IS INCIDENTAL TO THIS ITEM
SCHEDULE OF ITEMS
SIGN DETAIL
SIGNS SHALL MEET STANDARDS FROM "SIGN AND POSTER
GUIDELINES FOR FOREST SERVICE"(EM 7100-15):
· 4" WHITE LETTERS
· FULLY RETROREFLEXCTIVE. WHITE LEGEND ON BROWN
BACKGROUND
· OUTLINE SHALL BE
" WIDE
BARRIER ROCK DETAIL
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EXISTING ROAD
NEW ROAD
REALIGN END LOOP AND
SPURS (OPTION 3). SEE
SHEET C-03 FOR DETAILS
INSTALL NEW WELL,
PULLOUT, AND
WALKING PATH.
(OPTION 4) SEE
SHEETS C-04-C-06 FOR
DETAILS
DECOMMISION
OLD WELL AND
CONCRETE PAD
(OPTION 4)
INSTALL NEW SIGNS.
(OPTION 3) SEE SHEET
C-01 FOR DETAILS
R
O
A
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B
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C
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E
K
RECONDITION ROAD AND PLACE 4"
AGGREGATE SURFACE COURSE ON
ROAD 50570 (OPTION 5)
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
4/4 /23
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(R04)
INTERMOUNTAIN REGION
GAOA
HUCKLEBERRY
CAMPGROUND
RECONSTRUCTION
PAYETTE NATIONAL
FOREST
COUNCIL DISTRICT
SITE MAP: PROPOSED
ACTION
1/20/2023
P. MCCLOSKEY
P. MCCLOSKEY
S. THOMPSON
C-02 3 7
N
S
EW
Feet
1:720.0015
2001000
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X
X
EXISTING SPUR TO REMAIN
REALIGN BOULDERS TO
MATCH NEW ALGINMENT.
SEE DETAIL SHEET C-01
PLACE 4" AGGREGATE SURFACE
COURSE ON END LOOP AND
REALIGNED SPURS
B
E
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R
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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
4/4 /23
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(R04)
INTERMOUNTAIN REGION
GAOA
HUCKLEBERRY
CAMPGROUND
RECONSTRUCTION
PAYETTE NATIONAL
FOREST
COUNCIL DISTRICT
END LOOP: PROPOSED
ACTION
1/20/2023
P. MCCLOSKEY
P. MCCLOSKEY
S. THOMPSON
C-03 4 7
Feet
1:240
80400
N
S
EW
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REALIGN BOULDERS
SEE SHEET C-01 FOR DETAILS
CONSTRUCT PULLOUT WITH
4" AGGREGATE SURFACING
INSTALL CONCRETE
PAD AND DRAIN
SEE SHEET C-06
FOR DETAILS
INSTALL
NEW WELL
AND PUMP
SEE SHEET
C-06 FOR
DETAILS
INSTALL GRAVEL SUMP
R
R
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
4/4 /23
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(R04)
INTERMOUNTAIN REGION
GAOA
HUCKLEBERRY
CAMPGROUND
RECONSTRUCTION
PAYETTE NATIONAL
FOREST
COUNCIL DISTRICT
WELL: PROPOSED
ACTION
1/20/2023
P. MCCLOSKEY
P. MCCLOSKEY
S. THOMPSON
C-04 5 7
Feet
1:120
40200
N
S
EW
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0' [TOP OF CASING]
0'-11" [TOP OF CONCRETE
3' [1/8" WEEP HOLE IN 1-1/4" SCH. 80
2'-9 1/2" [STATIC LEVEL 6/05]
41' [TOP OF HAND PUMP CYLINDER]
100' [END OPEN BORE HOLE AT TIME WELL
PVC SUCTION PIPE]
NEW (6/05) ELEC. RECEPTACLE
HUCKLEBERRY CG WELL SKETCH 10/07
NEW (6/05) BAKER MONITOR HAND
PUMP - NOT SHOWN. NEW
CONNECTION AND COVER
SLAB]
20' [END 6" STEEL CASING AND
NEW (10/07) 1-1/4" THREADED SCH. 80
PVC SUCTION WITH 7/16" GALV.
STEEL SUCTION RODS
5'X5' CONCRETE
SLAB
CHECK VALVE REMOVED ON PUMP
MOTOR W/12-2 W/GRD. PUMP WIRE
ELEC. SUBMERSIBLE PUMP AND
#755FB) 2-1/2X15 HAND PUMP CYLINDER
NEW (6/05) 4" GOULDS #10GS05
NEW (6/05) MONITOR #0004 (OLD
DRILLED, END SAND PACK, AND END
NOTES:
1. WATER TEMPERATURE AT TIME OF PUMPING
ON 6/13/05 AND 10/29/07 WAS 48 DEG. F.
2. NEW SUBMERSIBLE PUMP WILL DRAW THE
WATER LEVEL DOWN IN THE WELL FROM 31"
TO THE PUMP LEVEL AT APPROXIMATELY 32'
IN 1 MINUTE 15 SECONDS (43 GALLONS).
RECHARGE RATE TO STATIC LEVEL IS
APPROXIMATELY 10 MINUTES.
MODIFIED SHROUD INSTALLED 10/07
4" 20-SLOT WELL SCREEN]
1' [BEGIN 4" SOLID PVC CASING]
14' [BEGIN 3/8" BENTONITE CHIP PACK]
31' [END 3/8" BENTONITE CHIP PACK AND
BEGIN SAND PACK]
40' [END 4" SOLID PVC CASING AND
BEGIN 4" 20-SLOT PVC WELL SCREEN]
53'-6" [FIRST WATER OBSERVED -
LOW FLOW]
56'-6" [SECOND WATER OBSERVED -
GOOD FLOW]
61'-6" [THIRD WATER OBSERVED -
GOOD FLOW W/PRESSURE]
REDEVELOPMENT 10/29/07:
WATER FLOWS NOTED DURING
BEGIN 6" OPEN BORE HOLE]
EXISTING 6" STEEL CASING
NEW 4" SCH. 40 20-SLOT PVC
WELL SCREEN
NEW 4" SCH. 40 SOLID PVC CASING
4" PVC LINER
IF HANDPUMP IS NOT IMMEDIATELY INSTALLED, INSTALL
A TEMPORARY WELL CAP BY WELDING STEEL PLATE TO
TOP OF CASING, CREATING A WATERTIGHT SEAL
WATER
BEARING
STRATA
DEPTH DETERMINED
BY DRILLER
END OF SOLID STEEL CASING
58' AS DETERMINED BY DEQ
1'-6"
NEW CONCRETE PAD (SEE SHEET C6)
PUMP CYLINDER INSTALLATION DETAIL
NO SCALE
PUMP CYLINDER, TO BE INSTALLED 60-80' BELOW NATIVE
GROUND. DEPTH WITHIN THE RANGE TO BE DETERMINED BY
ABILITY OF WELL TO PRODUCE 5 GAL/MIN WITHOUT DRAWDOWN
STAINLESS STEEL SINKER BAR BETWEEN PUMP ROD AND
CYLINDER
1/16" WEEP HOLE IN SUCTION PIPE, 8 FEET BELOW TOP OF PAD
NEW 1-1/4 " SCHEDULE 80 PVC SUCTION PIPE
NEW 5/8" STAINLESS STEEL PUMP ROD
3/4" DA. TAPPED AND PLUGGED ACCESS
PORT (INSTALL 12" ABOVE CONCRETE PAD)
6"
COMPACTED CRUSHED
AGGREGATE ROAD BASE
6"
EXISTING GROUND
2'-6"
7'-0"
GROUT
ELECTRICAL RECEPTACLE
SUBMERSIBLE PUMP
4" SCHEDULE 40 20-SLOT PVC WELL SCREEN
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
4/4 /23
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(R04)
INTERMOUNTAIN REGION
GAOA
HUCKLEBERRY
CAMPGROUND
RECONSTRUCTION
PAYETTE NATIONAL
FOREST
COUNCIL DISTRICT
WELL DETAILS
1/20/2023
P. MCCLOSKEY
P. MCCLOSKEY
S. THOMPSON
C-05 6 7
EXISTING WELL DESIGN
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10'-0"
FINISHED GRADE
NEW CONCRETE GUTTER
1'-0"
3"
3"
FINISHED GRADE
3"
3-1/2"
1-1/2"
8"
SECTION A-A
ELEVATION VIEW
PLAN VIEW
2'-0" MIN.
2'-0" MIN.
8'-0"
2'
2'
6'-0"
6"
6"
4"
2"
2" OF TOPSOIL
8'-0"
#4 REBAR 12" O.C. BOTH DIRECTIONS
1/2 " THICK EXPANSION JOINT
MATERIAL AROUND WELL CASING
NOTES:
1. SLOPE FINISHED GRADE TO DRAIN AWAY FROM WELL A MINIMUM OF 2%
2. PLACE 18" STEEL DOWELS IN JOINT BETWEEN PAD AND GUTTER TO PREVENT UNEVEN SETTLING.
3. ORIENT HANDPUMP AND GUTTER AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.
4. THE CONTRACTOR SHALL MAKE THE 4 MODIFICATIONS AS SHOWN BELOW TO THE MODEL IDFHFS PUMP
STAND.
4-1/4" 4-1/4"
#4 REBAR
2" MIN. COVER
R6"
R9"
18" DOWELS
#4 REBAR (TYP.)
NEW GRAVEL SUMP
S L
O P
E
SLOPE 2%
SLOPE 2%
S L
O P
E
PUMP TO BE A "MONITOR DRINKING
FOUNTAIN PUMP" (MODEL IDFHFS)
STAND WITH OHIO PATTERN BASE
OR APPROVED EQUAL
CONCRETE
JOINT SEAL
IF NOT A
MONOLITHIC
POUR
2' MIN.
2' MIN.
NEW GRAVEL SUMP
S
L
O
P
6" STEEL WELL CASING
GROUT SEAL
3" MOUND GROUT
STRIP 4" OF TOPSOIL IF
PRESENT, REPLACE
TOPSOIL WITH COMPACTED
ROAD BASE MATERIAL
OVERSIZED BORE HOLE
FOR GROUT SEAL
NEW CONCRETE PAD
COMPACTED
AGGREGATE SURFACE
COURSE, GRADING G
NEW CONCRETE
GUTTER
#4 REBAR
18" DOWELS
1-1/4" PVC SUCTION PIPE
#4 REBAR @12" O.C. BOTH WAYS,
MAINTAIN 2" COVER OVER TOP LAYER
MONITOR HAND PUMP STAND
1/2" THICK EXPANSION JOINT
MATERIAL AROUND WELL CASING
1'-6"
NEW CONCRETE PAD
ACCESSIBILITY MODIFICATION
MODIFICATION #4:
WELD 1" BEND ROD TO
UNDERSIDE OF PUMP HANDLE,
PAINT ROD TO MATCH HANDLE
MODIFICATION #2:
MOVE FULCRUM TO THIS
POSITION FOR 5" STROKE
RUN BEAD OF SILICONE CAULK
BETWEEN PUMP STAND AND CASING
R
O
T
A
T
6"
1-1/2" MAX.
MODIFICATION #1:
LOOSEN 4 BOLTS AND
ROTATE PUMP HANDLE
90° TO WATER HYDRANT
3/4" DA. TAPPED AND
PLUGGED ACCESS PORT
6"
18"
NOTE: THE CONTRACTOR SHALL MAKE THE
MODIFICATIONS AS SHOWN TO THE PUMP
STAND.
NO SCALE
NO SCALE
NO SCALE
NO SCALE
S L O
P E
INSTALL NEW
CONCRETE PAD
3/4" DA. TAPPED AND PLUGGED ACCESS
PORT (INSTALL 12" ABOVE CONCRETE PAD)
A
A
A
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
4/4 /23
:4
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PR
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HU
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BE
RR
Y_
PA
UL
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(R04)
INTERMOUNTAIN REGION
GAOA
HUCKLEBERRY
CAMPGROUND
RECONSTRUCTION
PAYETTE NATIONAL
FOREST
COUNCIL DISTRICT
PUMP AND CONCRETE
PAD DETAILS
1/20/2023
P. MCCLOSKEY
P. MCCLOSKEY
S. THOMPSON
C-06 7 7
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N
A
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G
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L
E A
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G
L I M
I T
WIDTH AS SPECIFICIED
4" COMPACTED LAYER OF CRUSHED
AGGREGATE SURFACING - GRADING "F"
COMPACTED
NATIVE FILL OR
SELECT BORROW
3'-0" MIN.
C L
E A
R I N
G
L I M
I T
3'-0" MIN.
2% SLOPE
TYPICAL ROAD AND SPUR SECTION
2% SLOPE LEFT SHOWN, 2% RIGHT AND 0% SECTIONS SIMILAR
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
4/4 /23
:4
0 P
MC
CL
OS
KE
Y C
:\U
SE
RS
\P
MC
CL
OS
KE
Y\
BO
X\
SO
~7
0E
NG
IN
EE
RI
NG
\P W
\23 H
UC
KL
EB
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C
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RO
AD
R
EC
ON
ST
RU
CT
IO
N\
PR
EC
ON
ST
RU
CT
IO
N\
DW
GS
A
ND
P
DF
S\
HU
CK
LE
BE
RR
Y_
PA
UL
.D W
G
(R04)
INTERMOUNTAIN REGION
GAOA
HUCKLEBERRY
CAMPGROUND
RECONSTRUCTION
PAYETTE NATIONAL
FOREST
COUNCIL DISTRICT
TYPICAL ROAD AND
SPUR SECTION
1/20/2023
P. MCCLOSKEY
P. MCCLOSKEY
S. THOMPSON
C-06 7 7
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| Sheets and Views |
| G-01 COVERSHEET |
| OLE1 |
| C-01 NOTES AND SOI |
| OLE1 |
| C-02 SITE MAP |
| OLE1 |
| C-03 END LOOP |
| OLE1 |
| C-04 WELL |
| OLE1 |
| C-05 WELL DETAILS |
| OLE1 |
| C-06 WELL DETAILS 2 |
| OLE1 |
| C-07 TYPICAL ROAD SECTION |
| OLE1 |
| 2023-05-05T09:08:04-0600 | |
| WILLIAM PERRY |
| 2023-05-09T14:01:13-0600 | |
| JEFFREY JONES |
| 2023-05-10T10:16:05-0600 | |
| Linda L Jackson |
File details come from the government source that posted it. Updated .