Attachment 2 Fraser Weir Drawings.pdf
PDF 5 MB Posted
- Solicitation number
- 1240LTR0099
- Issued by
-
Department of Agriculture Forest Service
About this file
This solicitation seeks a contractor to provide repairs on five research weirs located at the Fraser Experimental Forest in Colorado. Work includes using heavy equipment operators, general laborers, carpenters, and masons to complete various repairs such as rebuilding timber sidewalls, replacing recorder huts and foundations, and restoring impervious clay linings. A site visit is scheduled for August 10th. The solicitation was issued by the Department of Agriculture Forest Service for the GAOA Fraser Water Quality Research Weir Rehabilitation project.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SHEET OF
United States Department of Agriculture
Forest Service
FRASER WATER QUALITY RESEARCH WEIR
REHABILITATION
RECOMMENDED BY:
APPROVED:
ENGINEER
DATE
DATE
STATION ENGINEERING DATE
DATE
DATE
2/1 1/2
2 1 3:
A
W
UR
ST
ER
C :\U
SE
RS
\A W
UR
ST
ER
\B
OX
\70
R
MR
S
EN
GI
NE
ER
IN
G\
F
RA
SE
R\
FY
G
AO
A
FR
AS
ER
W
AT
ER
Q
UA
LI
TY
R
ES
EA
RC
H
W
EI
R
RE
HA
BI
LI
TA
TI
ON
\P
LA
NN
IN
G
DE
SI
GN
\D
RA
W
IN
GS
\C
OV
ER
S
HE
ET
.D
W G;
COLORADO
GRAND COUNTY
(R22) ROCKY MOUNTAIN RESEARCH STATION
FRASER EXPERIEMENTAL FOREST
INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 COVER SHEET 2/11/2022
2 SUMMARY OF SCOPE AND QUANTITIES 2/11/2022
3 EAST ST LOUIS DEMOLITION DETAILS 2/11/2022
LFC, DHM, & DHN DIMENSIONS
2/11/2022
5 TYPICAL WEIR REPAIR DETAILS 2/11/2022
6 TYPICAL RECORDER HUT DETAILS 2/11/2022
TRAVEL DIRECTIONS:
FROM DENVER: HEAD WEST ON I-70, TAKE EXIT 232 TOWARD U.S. 40 E/EMPIRE/GRANBY, CONTINUE ON US-40W UNTIL THE TOWN OF FRASER COLORADO, TURN LEFT ON EISENHOWER DRIVE, EISENHOWER DRIVE TURNS LEFT AND BECOMES
CARRIAGE ROAD, CARRIAGE ROAD TURNS RIGHT AND BECOMES COUNTY ROAD 73. FROM THE HEADQUARTERS COMPLEX, FOREST SERVICE PERSONNEL CAN ESCORT CONTRACTORS TO THE INDIVIDUAL WEIRS.
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
3/3 1/2
2 1 4:
A
W
UR
ST
ER
C :\U
SE
RS
\A W
UR
ST
ER
\B
OX
\70
R
MR
S
EN
GI
NE
ER
IN
G\
F
RA
SE
R\
FY
G
AO
A
FR
AS
ER
W
AT
ER
Q
UA
LI
TY
R
ES
EA
RC
H
W
EI
R
RE
HA
BI
LI
TA
TI
ON
\P
LA
NN
IN
G
DE
SI
GN
\D
RA
W
IN
GS
\P
LA
NS
.D W
G;
(R22)
ROCKY MOUNTAIN RESEARCH STATION
FRASER WATER
QUALITY WEIR
REHABILITATION
FRASER EXPERIMENTAL
FOREST
RMRS
SUMMARY OF SCOPE
AND QUANTITIES
02/11/2022
A. WURSTER
A. WURSTER
D. MATHEWS
002 6
CONSTRUCTION NOTES:
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text
1. SITE ACCESS CONSISTS OF 4X4 ROADS WITH LIMITED TURN SITE ACCESS CONSISTS OF 4X4 ROADS WITH LIMITED TURN AROUND SPACE. CONTRACTOR SHALL PLAN ACCORDINGLY UTILIZING SMALLER EQUIPMENT AND HAULING VEHICLES. 2. CREEK DIVERSIONS SHALL BE COMPLETED BY THE FOREST CREEK DIVERSIONS SHALL BE COMPLETED BY THE FOREST SERVICE PRIOR TO CONSTRUCTION. DE-WATERING WILL BE REQUIRED IN STILLING POND BOTTOMS DURING CONSTRUCTION. 3. CONSTRUCTION MUST OCCUR DURING LOW FLOW PERIODS CONSTRUCTION MUST OCCUR DURING LOW FLOW PERIODS OF AUGUST - OCTOBER. 4. FRASER EXPERIMENTAL FOREST CONTAINS HIGH WILDFIRE FRASER EXPERIMENTAL FOREST CONTAINS HIGH WILDFIRE RISKS. SMOKING IS NOT ALLOWED AND SPARK ARRESTORS ARE REQUIRED ON CHAINSAWS. 5. EXCAVATION IS IN ROCKY TERRAIN. BLASTING IS NOT EXCAVATION IS IN ROCKY TERRAIN. BLASTING IS NOT PERMITTED FOR EXCAVATION. 6. CONTRACTOR SHALL VERIFY ALL QUANTITIES AND DIMENSIONS CONTRACTOR SHALL VERIFY ALL QUANTITIES AND DIMENSIONS PRIOR TO PURCHASING MATERIALS. 7. ALL DEMOLISHED MATERIALS BECOME PROPERTY OF THE ALL DEMOLISHED MATERIALS BECOME PROPERTY OF THE CONTRACTOR AND MUST BE DEMOLISHED IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. NO HAZARDOUS MATERIALS ARE EXPECTED ON SITE. 8. CONTRACTOR SHALL REUSE ALL BACKFILL MATERIAL TO THE CONTRACTOR SHALL REUSE ALL BACKFILL MATERIAL TO THE MAXIMUM EXTEND POSSIBLE. OFFSITE DISPOSAL OF EARTHEN MATERIALS IS NOT EXPECTED. IF ANY LEFTOVER EARTHEN MATERIALS REMAIN AFTER RECONSTRUCTION, THEY SHALL BE PLACED IN AN AGREED UPON LOCATION WITH THE COR. 9. CONTRACTOR SHALL STORE ALL STOCKPILED MATERIALS IN CONTRACTOR SHALL STORE ALL STOCKPILED MATERIALS IN AN AREA AGREED UPON AT THE PRE-CONSTRUCTION CONFERENCE. 10. MINIMIZE VEGETATION DISTURBANCE TO THE SITE TO THE MINIMIZE VEGETATION DISTURBANCE TO THE SITE TO THE MAXIMUM EXTENT POSSIBLE. DISTURBANCE AREA SHOULD BE LIMITED TO THE MINIMUM SPACE NECESSARY TO COMPLETE SIDEWALL REPAIR. ONLY EXCAVATE AS NECESSARY TO SAFELY REPLACE THE SIDEWALLS.
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
2/1 1/2
2 1 4:
A
W
UR
ST
ER
C :\U
SE
RS
\A W
UR
ST
ER
\B
OX
\70
R
MR
S
EN
GI
NE
ER
IN
G\
F
RA
SE
R\
FY
G
AO
A
FR
AS
ER
W
AT
ER
Q
UA
LI
TY
R
ES
EA
RC
H
W
EI
R
RE
HA
BI
LI
TA
TI
ON
\P
LA
NN
IN
G
DE
SI
GN
\D
RA
W
IN
GS
\P
LA
NS
.D W
G;
(R22)
ROCKY MOUNTAIN RESEARCH STATION
FRASER WATER
QUALITY WEIR
REHABILITATION
FRASER EXPERIMENTAL
FOREST
RMRS
EAST ST. LOUIS
DEMOLITION DETAILS
02/11/2022
A. WURSTER
A. WURSTER
D. MATHEWS
3 6
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text NOTES: 1. DIMENSIONS SHOWN ARE OF EAST ST. LOUIS TO GIVE CONTRACTOR TYPICAL WEIR DIMENSIONS SHOWN ARE OF EAST ST. LOUIS TO GIVE CONTRACTOR TYPICAL WEIR EAST ST. LOUIS TO GIVE CONTRACTOR TYPICAL WEIR TO GIVE CONTRACTOR TYPICAL WEIR CONSTRUCTION DETAILS. DIFFERENT WEIRS HAVE VARYING DIMENSIONS. WEIR SIDEWALLS MUST BE REBUILT TO MATCH THE EXISTING DIMENSIONS FOR RESEARCH CONTINUITY. QUANTITIES AND DIMENSION SHALL BE CONFIRMED AT THE PRE-BID SITE VISIT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE ORDERING MATERIALS. 2. WEIR WALLS SHALL BE PROTECTED TO THE MAXIMUM EXTENT POSSIBLE. WEIR WALLS SHALL BE PROTECTED TO THE MAXIMUM EXTENT POSSIBLE. CONTRACTOR MAY NEED TO PLACE ADDITIONAL FILL MATERIAL OVER THE WALLS TO ENSURE THEY REMAIN UNDISTURBED WHILE EQUIPMENT DRIVES OVER THEM. 3. CONTRACTOR SHALL REMOVE AND A PROPERLY DISPOSE OF ALL THE UPPER AND CONTRACTOR SHALL REMOVE AND A PROPERLY DISPOSE OF ALL THE UPPER AND LOWER BASINS' WOODEN SIDEWALLS AND CRESTS. WOODEN SIDEWALLS BELOW THE CONCRETE WEIR SHALL BE REMOVED AS WELL. 4. EXISTING CONDITIONS MAY HAVE CHANGED DUE TO SIDEWALL COLLAPSE. EXISTING CONDITIONS MAY HAVE CHANGED DUE TO SIDEWALL COLLAPSE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO THE START OF CONSTRUCTION. 5. CONTRACTOR SHALL STORE ALL STOCKPILED MATERIALS IN AN AREA AGREED UPON CONTRACTOR SHALL STORE ALL STOCKPILED MATERIALS IN AN AREA AGREED UPON AT THE PRE-CONSTRUCTION CONFERENCE. 6. ADDITIONAL BURIED WOOD CRIBBING MAY EXIST ALONG WOODEN SIDEWALLS AS ADDITIONAL BURIED WOOD CRIBBING MAY EXIST ALONG WOODEN SIDEWALLS AS REINFORCEMENT. 6"X6" TIMBER CRIBBING IS LIKELY TO EXIST IN 5'X5' SECTIONS PLAN VIEW AND MAY BE BURIED UP TO 7'6" DEEP. CONTRACTOR SHALL VERIFY PRIOR TO CONSTRUCTION START.
AutoCAD SHX Text 24" DIA. CMP STILLING WELL TO BE REMOVED AND REPLACED. BURIED IN GRAVEL UP TO 78" BELOW GRADE.78" BELOW GRADE. BELOW GRADE.
AutoCAD SHX Text
REMOVE AND REPLACE RECORDER HUT AND FOUNDATION
AutoCAD SHX Text
ACCESS RAMP: TO BE REMOVED.
AutoCAD SHX Text
PIEZOMETRIC OPENINGS: TO BE REMOVED AND REPLACED SEE RECORDER HUT DETAILS
AutoCAD SHX Text IMPERVIOUS CLAY LINING TO BE RESTORED TO ORIGINAL CONDITION AFTER CONSTRUCTION IS COMPLETE
AutoCAD SHX Text
REPLACE CRIBBING WITH DEADMAN REINFORCEMENT SEE 'WEIR REPAIR DETAILS' SHEET
ALL MASONRY WINGWALLS TO REMAIN, REPAIR IF DAMAGED DURING CONSTRUCTION
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
2/1 1/2
2 1 4:
A
W
UR
ST
ER
C :\U
SE
RS
\A W
UR
ST
ER
\B
OX
\70
R
MR
S
EN
GI
NE
ER
IN
G\
F
RA
SE
R\
FY
G
AO
A
FR
AS
ER
W
AT
ER
Q
UA
LI
TY
R
ES
EA
RC
H
W
EI
R
RE
HA
BI
LI
TA
TI
ON
\P
LA
NN
IN
G
DE
SI
GN
\D
RA
W
IN
GS
\P
LA
NS
.D W
G;
(R22)
ROCKY MOUNTAIN RESEARCH STATION
FRASER WATER
QUALITY WEIR
REHABILITATION
FRASER EXPERIMENTAL
FOREST
RMRS
LOWER FOOL,
DEADHORSE MAIN, AND
DEADHORSE NORTH
DIMENSIONS
02/11/2022
A. WURSTER
A. WURSTER
D. MATHEWS
4 6
NTS
LOWER FOOL CREEK
10' 30'5'
6' TALL
HEADWALL
3'
TALL
HEADWALL
5'
1:4 SLOPE
ON
SIDEWALLS
NTS
DEADHORSE NORTH
NTS
DEADHORSE MAIN
10' 19'5'
6' TALL
HEADWALL
3'
TALL
HEADWALL
5'
1:4 SLOPE
ON
SIDEWALLS
N
N
N
1:4
SLOPE
ON
SIDEWALLS
6'
TALL
STEPDOWN
3'
TALL
STEPDOWN
19'10'
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
E
CREEK BED
UPPER
BASIN
LOWER
BASIN
Plan View
UPPER BASIN CROSS SECTION
LOWER BASIN CROSS SECTION
CORNER DETAIL
1'-0"
5'-0"
3'-0"
CROSS SECTION LENGTHWISE
2'-0"
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
4/8 /22
:5
4 A W
UR
ST
ER
C
:\U
SE
RS
\A
W
UR
ST
ER
\B
OX
\70
R
MR
S
EN
GI
NE
ER
IN
G\
F
RA
SE
R\
FY
G
AO
A
FR
AS
ER
W
AT
ER
Q
UA
LI
TY
R
ES
EA
RC
H W
EI
R
RE
HA
BI
LI
TA
TI
ON
\P
LA
NN
IN
G
DE
SI
GN
\D
RA
W
IN
GS
\P
LA
NS
.D
W G;
(R22)
ROCKY MOUNTAIN RESEARCH STATION
FRASER WATER
QUALITY WEIR
REHABILITATION
FRASER EXPERIMENTAL
FOREST
RMRS
TYPICAL WEIR REPAIR
DETAILS
02/11/2022
A. WURSTER
A. WURSTER
D. MATHEWS
5 6
AutoCAD SHX Text
CREST OF UPPER BASIN
AutoCAD SHX Text
CREST OF LOWER BASIN
AutoCAD SHX Text
CREST OF UPPER BASIN
AutoCAD SHX Text
CONCRETE 120° V WEIR
AutoCAD SHX Text NOTES: 1. MATCH DIMENSIONS OF EXISTING WEIR WALLS. MATCH DIMENSIONS OF EXISTING WEIR WALLS. 2. NEW WEIR SIDE AND HEADWALLS SHALL BE CONSTRUCTED FROM 4X12 NEW WEIR SIDE AND HEADWALLS SHALL BE CONSTRUCTED FROM 4X12 TREATED TIMBER. TIMBER TREATMENT SHALL BE COPPER AZOLE (CA-C) WITH A MINIMUM RETENTION OF 0.15 POUNDS PER CUBIC FOOT OR APPROVED EQUIVALENT. SEE SPECS FOR DETAILS. 3. APPLY END CUT TREATMENT SOLUTION TO ALL MEMBERS DURING APPLY END CUT TREATMENT SOLUTION TO ALL MEMBERS DURING CONSTRUCTION. 4. ALL FASTENERS SHALL BE GALVANIZED STEEL STAKES OR CORROSION ALL FASTENERS SHALL BE GALVANIZED STEEL STAKES OR CORROSION RESISTANT STRUCTURAL SCREWS. 5. SPLICING OF WALL STRIPS PERMITTED PROVIDING JOINTS ARE STAGGERED SPLICING OF WALL STRIPS PERMITTED PROVIDING JOINTS ARE STAGGERED AND SEPARATED BY AT LEAST TWO ADJACENT STRIPS. STRIPS TO BE NAILED TOGETHER WITH 8" SPIKES STAGGERED ON 24" OC. 6. MATERIALS AND COMPONENTS OF THE WEIR MAY BE REUSED AT THE MATERIALS AND COMPONENTS OF THE WEIR MAY BE REUSED AT THE DISCRETION OF THE ENGINEER.
AutoCAD SHX Text RECONSTRUCT 2'X3' ACCESS RAMP. MATCH EXISTING CONDITION. CONTRACTOR MAY REUSE MATERIALS FROM EXISTING IF SALVAGEABLE.
AutoCAD SHX Text AFFIX 4'X8'X " GALVANIZED STEEL PLATE TO CREEKBED BELOW DRAINS FOR 12" GALVANIZED STEEL PLATE TO CREEKBED BELOW DRAINS FOR EROSION PROTECTION. PLATE MAY NEED TO BE CUT TO SIZE AND SHALL BE STAKED TO THE GROUND USING 14" REBAR SPIKES (2 ANCHORS MINIMUM)
AutoCAD SHX Text 3" X 3" X 3/8" GALVANIZED STEEL L ANGLE. ANCHORED WITH " STEEL WEDGE ANCHORS SPACED 58" STEEL WEDGE ANCHORS SPACED @ 12" OC. REUSE EXISTING IF SALVAGEABLE.
AutoCAD SHX Text
SEE CORNER DETAIL
AutoCAD SHX Text 8" GALVANIZED STEEL SPIKES OR STRUCTURAL SCREWS SPACED 24" OC. USE TWO SPIKES AT OVERLAP
AutoCAD SHX Text 3" X 3" X 3/8" GALVANIZED STEEL L ANGLE. ANCHORED WITH 58" GALVANIZED STEEL STAKESSPACED @ 12" OC
AutoCAD SHX Text
OVERLAP PLANKS AT CORNERS
AutoCAD SHX Text
4 X 12 TREATED PLANKING
AutoCAD SHX Text
STAKE BOTTOM TWO LAYERS INTO GROUND WITH 24" #5 REBAR
AutoCAD SHX Text TIMBER DEADMANS. CROSS MEMBERS SHALL BE 6X6. STAKE INTO GROUND EVERY 24" WITH #5 REBAR (SEE DETAILS BELOW)
AutoCAD SHX Text
STAKE BOTTOM TWO LAYERS INTO GROUND WITH 24" #5 REBAR
AutoCAD SHX Text
CONNECT DEADMANS WITH 24" STAKES INTO GROUND.
AutoCAD SHX Text
4X12 TREATED
AutoCAD SHX Text
CROSS MEMBERS SHALL BE 6X6
AutoCAD SHX Text
STAKE BOTTOM TWO LAYERS INTO GROUND WITH 24" #5 REBAR
AutoCAD SHX Text
4X12 DEADMAN CONNECTION
AutoCAD SHX Text
COMPACT GROUND UNDERNEATH SIDE AND HEADWALLS PRIOR TO CONSTRUCTION (TYP.)
AutoCAD SHX Text TIMBER DEADMANS. CROSS MEMBERS SHALL BE 6X6. STAKE INTO GROUND EVERY 24" (SEE DETAILS BELOW)
AutoCAD SHX Text LINE PERIMETER OF SIDEWALLS AND ENTRY INTO UPPER BASIN WITH LARGE (12") RIPRAP. CONTRACTOR MAY USE STONES UNEARTHED DURING EXCAVATION AND LOCALLY AVAILABLE ONSITE.
AutoCAD SHX Text
PLACE 12" RIPRAP SURROUNDING STEEL PLATE
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text 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
4/8 /22
:5
4 A W
UR
ST
ER
C
:\U
SE
RS
\A
W
UR
ST
ER
\B
OX
\70
R
MR
S
EN
GI
NE
ER
IN
G\
F
RA
SE
R\
FY
G
AO
A
FR
AS
ER
W
AT
ER
Q
UA
LI
TY
R
ES
EA
RC
H W
EI
R
RE
HA
BI
LI
TA
TI
ON
\P
LA
NN
IN
G
DE
SI
GN
\D
RA
W
IN
GS
\P
LA
NS
.D
W G;
(R22)
ROCKY MOUNTAIN RESEARCH STATION
FRASER WATER
QUALITY WEIR
REHABILITATION
FRASER EXPERIMENTAL
FOREST
RMRS
TYPICAL RECORDER HUT
DETAILS
02/11/2022
A. WURSTER
A. WURSTER
D. MATHEWS
6 6
AutoCAD SHX Text
FINISH SCHEDULE
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
SWEEP
AutoCAD SHX Text
DOOR & HARDWARE SCHEDULE
AutoCAD SHX Text
%%UDOOR HEADER & JAMB
AutoCAD SHX Text
INSULATED METAL
AutoCAD SHX Text
DOOR TYPE
AutoCAD SHX Text
HEAVY DUTY
AutoCAD SHX Text 3'-0"x6'-8"
AutoCAD SHX Text x1-3/4"
AutoCAD SHX Text
DOOR SIZE
AutoCAD SHX Text
1/2" PLYWOOD
AutoCAD SHX Text
WATER SEAL
AutoCAD SHX Text
TROWL FINISH
AutoCAD SHX Text
CLEAR
AutoCAD SHX Text
COLOR
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
FINISH
AutoCAD SHX Text
1/2" PLYWOOD
AutoCAD SHX Text
PRIME & PAINT
AutoCAD SHX Text
FLOOR
AutoCAD SHX Text
INT WALLS
AutoCAD SHX Text
PROPANEL BRAND
AutoCAD SHX Text
PANEL VERT.
AutoCAD SHX Text
3 HINGES
AutoCAD SHX Text
HEAVY DUTY
AutoCAD SHX Text
HINGES
AutoCAD SHX Text
CLOSER
AutoCAD SHX Text
HEAVY DUTY
AutoCAD SHX Text
STEEL
AutoCAD SHX Text
RABBET
AutoCAD SHX Text
SINGLE
AutoCAD SHX Text 16Ga
AutoCAD SHX Text
FRAME
AutoCAD SHX Text
PER SUBMITTAL
AutoCAD SHX Text
MFG. FINISH
AutoCAD SHX Text
FOREST GREEN
AutoCAD SHX Text
PRIME &
AutoCAD SHX Text
PAINT
AutoCAD SHX Text
METAL
AutoCAD SHX Text
LOCK
AutoCAD SHX Text
SIDING
AutoCAD SHX Text
8.25" HARDIE
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
%%UFRONT ELEVATION
AutoCAD SHX Text
%%UFRAMING PLAN
AutoCAD SHX Text
%%UHUT CROSS SECTION WITH FOUNDATION
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
METAL
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
& FRAME
AutoCAD SHX Text
AutoCAD SHX Text 2x4 HEADERS W/ 1/2" PLYWOOD SPACERS
AutoCAD SHX Text
2"METAL WRAP FRAME- WELDED & GROUND SMOOTH
AutoCAD SHX Text
1-3/4" METAL DOOR
AutoCAD SHX Text
1/2" PLYWOOD
AutoCAD SHX Text
2" METAL FRAME/JAMB
AutoCAD SHX Text
SIDING
AutoCAD SHX Text
1/2" SHEATHING
AutoCAD SHX Text
1/2" PLYWOOD WALL INTERIOR
AutoCAD SHX Text
2X6 SUPPORTS
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SEMI-GLOSS
AutoCAD SHX Text
WHITE
AutoCAD SHX Text
ENAMEL
AutoCAD SHX Text
TO MATCH
AutoCAD SHX Text
SIDING
AutoCAD SHX Text
CEDARMILL
AutoCAD SHX Text
SELECT
AutoCAD SHX Text
BARK
AutoCAD SHX Text
TIMBER
AutoCAD SHX Text
MISC.
AutoCAD SHX Text
PULL TYPE
AutoCAD SHX Text
HANDLE:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DEADBOLT-KEYED CONSULT COR FOR KEYING INFORMATION.
AutoCAD SHX Text
AutoCAD SHX Text
THRESHOLD
AutoCAD SHX Text
SWEEP: PEMKO 307AV THRES: PEMKO 151A
AutoCAD SHX Text
FLUSH BOLTS: TOP: HAGER 282D BOTTOM: CANE BOLTS
AutoCAD SHX Text
MFG. FINISH
AutoCAD SHX Text
SLOPE BACKFILL APPROX. 2% OVER 5' AWAY FROM STILLING POND
AutoCAD SHX Text
SLOPE BACKFILL APPROX. 2% OVER 5' AWAY FROM STILLING POND
AutoCAD SHX Text
2" GALVANIZED STEEL PIPE WITH EXPOSED THREADING. EXTENDPIPES MIN 6" PAST WALL
AutoCAD SHX Text
EMBED CMP PIPE 2" INTO CONCRETE BASE
AutoCAD SHX Text
6" THICK AGGREGATE BASE COURSE
AutoCAD SHX Text
%%USTILLING WELL AND RECORDER HUT FOUNDATION DETAIL
AutoCAD SHX Text
NTS
AutoCAD SHX Text
12" PLYWOOD MOUNTED ON 2X4 FLOOR STUDS
AutoCAD SHX Text
24" CMP VERTICAL STILLING WELL. RAISE 8" ABOVE FLOOR LEVEL
AutoCAD SHX Text
8" REINFORCED CONCRETE BASE
AutoCAD SHX Text
4" EXPOSED FOUNDATION
AutoCAD SHX Text PRESSURE TREATED 2X6 SILL BLOCK. ATTACHED WITH " 12" 38" 12"LONG STEEL J BOLTS (WITH WASHER AND NUT)
AutoCAD SHX Text 2X8 RIPPED TO FIT W/ 2" ROUND VENT HOLES SPACED EVERY 16" AND COVERED WITH INSECT SCREEN
AutoCAD SHX Text
2X6 STUDS SPACED 16" OC
AutoCAD SHX Text
#5 BAR FOR BOTH DOWELS & VERTICAL REINFORCEMENT
AutoCAD SHX Text HORIZONTAL REINFORCEMENT #5 REBAR. EVERY THIRD ROW. FILL ENTIRE CELL WITH GROUT (TYP.)
AutoCAD SHX Text
#5 BAR RUNNING LENGTH AND WIDTHWISE (TYP.)
AutoCAD SHX Text
%%UCMU FOUNDATION PLAN
AutoCAD SHX Text
NTS
AutoCAD SHX Text
%%USITE ORIENTATION AND LAYOUT
AutoCAD SHX Text
NTS
AutoCAD SHX Text
%%USIDE ELEVATION
AutoCAD SHX Text
NTS
AutoCAD SHX Text
3' WIDE 6'8" TALL STEEL DOOR OPENING TOWARDS DOWNSTREAM SIDE OF HUT
AutoCAD SHX Text
SEE DETAIL BELOW FOR JAM FRAMING
AutoCAD SHX Text
FILL EVERY OTHER OPENING WITH GROUT AND #5 REBAR
AutoCAD SHX Text
ONE HALF BLOCK PER ROW
AutoCAD SHX Text
12" PLYWOOD MOUNTED ON 2X4 FLOOR STUDS
AutoCAD SHX Text
FACE BLOCK OPENING TOWARDS CREEK BED FOR PIEZOMETRIC OPENINGS
AutoCAD SHX Text NOTES: 1. CMU BLOCKS SHALL BE 8"X8"X16" OPEN FACE WITH A MINIMUM OF 2,000 CMU BLOCKS SHALL BE 8"X8"X16" OPEN FACE WITH A MINIMUM OF 2,000 PSI UNIT STRENGTH 2. HORIZONTAL AND VERTICAL REBAR SHALL BE #5 STEEL REBAR. BOTH TYPES HORIZONTAL AND VERTICAL REBAR SHALL BE #5 STEEL REBAR. BOTH TYPES SHALL HAVE GROUT REINFORCEMENT. 3. EVERY THIRD ROW SHALL CONTAIN HORIZONTAL REBAR. USE BOND BEAM EVERY THIRD ROW SHALL CONTAIN HORIZONTAL REBAR. USE BOND BEAM TYPE BLOCKS WITH GROUT REINFORCEMENT AND MESH UNDERLAYMENT. 4. HALF BLOCK WILL BE REQUIRED TO STAGER JOINTS.HALF BLOCK WILL BE REQUIRED TO STAGER JOINTS.
AutoCAD SHX Text
GROUT STOPPING MESH (TYP.)
AutoCAD SHX Text
2X6 EXPOSED RAFTERS
AutoCAD SHX Text
2X6 RIDGE BOARD
AutoCAD SHX Text
34" CDX OR OSB PLYWOOD
AutoCAD SHX Text
30# FELT
AutoCAD SHX Text
FIBER CEMENT VERTICAL SIDING.
AutoCAD SHX Text
5/8" AC PLYWOOD PAINTED WHITE
AutoCAD SHX Text
1/2" OSB PLYWOOD SHEATHING
AutoCAD SHX Text ATTACH PIEZOMETRIC OPENINGS TO CMP WELL BY THREADING INTO GALVANIZED 5" FLOOR FLANGE. SEAL AROUND THE OUTSIDE WITH A BUTYL OR SILICONE CAULKING, AND GROUT AROUND CONNECTION ONCE DRY. PLACE BACKFILL IN THIS AREA AFTER 7 DAYS OF CURE TIME (TYP.)
AutoCAD SHX Text
12" PLYWOOD SHELF MOUNTED ON 2X4S 40" TALL
AutoCAD SHX Text 516" FIBER CEMENT VERTICAL SIDING. USE JAMESHARDIE HARDIEPANEL OR APPROVED EQUIVALENT. ALL CORNERS OR PROVIDE 1" THICK TRIM AS APPROVED BY ENGINEER.
AutoCAD SHX Text
PREFORMED METAL ROOFING
AutoCAD SHX Text
12" PLYWOOD SHELF MOUNTED ON 2X4S 40" HIGH
AutoCAD SHX Text
WEIR SIDE
AutoCAD SHX Text
STEEL DOOR OPENING TOWARDS DOWNSTREAM SIDE OF HUT
AutoCAD SHX Text
GROUND MOUNTED STEEL PLATE. SECURE WITH SPIKES
AutoCAD SHX Text
GROUT 6 CMU BLOCKS AS PIPE SUPPORTS. CUT HOLES IN BLOCKS TO FIT PIPES
AutoCAD SHX Text
COVER STILLING WELL OPENING WITH HINGED PLYWOOD ACCESS HATCH WITH HANDLE
AutoCAD SHX Text
PAINT INTERIOR WHITE
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
| Fraser Weir Drawings.pdf |
| Drawings_draft.pdf |
| Cover Sheet-Cover.pdf |
| Sheets and Views |
| Cover |
| Plans-ESL DEMOLITION.pdf |
| Sheets and Views |
| ESL DEMOLITION |
| Plans-DIMENSIONS.pdf |
| Sheets and Views |
| DIMENSIONS |
| Plans-SUMMARY.pdf |
| Sheets and Views |
| SUMMARY |
| Plans-WEIR REPAIR DETAILS.pdf |
| Sheets and Views |
| WEIR REPAIR DETAILS |
| Plans-RECORDER HUT.pdf |
| Sheets and Views |
| RECORDER HUT |
File details come from the government source that posted it. Updated .