REVISED_TIMBERLINE_LODGE_HYDRANT_LOOP_REPLACEMENT_05-06-2019.pdf
PDF 4 MB Posted
- Attached to
- Timberline Lodge Hydrant Loop Replacement Federal contract opportunity
- Solicitation number
- 12046W19R0005
About this file
Revised Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Hydrant_Loop_Amendment_Three.pdf | ||
| Water_line_plan_update.pdf | ||
| Site_Visit_List_of_Attendees.pdf | ||
| SITE_VISIT_MEETING_NOTES.pdf | ||
| Hydrant_Loop_Amendment_Two.pdf | ||
| Hydrant_Loop_Amendment_One.pdf | ||
| Revised_ScheduleofValues_5-7-19.pdf | ||
| Additional_Drawing_Wyeast_Daylodge_Passenger_Elevator_Addition_Sheet_E2.pdf | ||
| Revised_SpecPackage_5-7-19.pdf | ||
| OR53.pdf | ||
| SpecPackage-4-26-19.pdf | ||
| Timberline_Hydrant_Loop_Solicitation.pdf | ||
| LINE_LODGE_HYDRANT_LOOP_REPLACEMENT_04-24-2019.pdf |
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Text version
CO CONTRACTING OFFICER
CP SURVEY / PROJECT CONTROL POINT
DI DUCTILE IRON
DIP DUCTILE IRON PIPE
EL ELEVATION
FDC FIRE HYDRANT CONNECTION
FH FIRE HYDRANT
FG FINISHED GRADE
FL FLANGE (PIPE)
FT FEET
GPM GALLON PER MINUTE
LF LINEAR FEET
MJ MECHANICAL JOINT (PIPE)
N E COORDINATES
PE PLAIN END (PIPE)
PSI POUND PER SQUARE INCH
PVI POINT OF VERTICAL INTERSECTION
S SLOPE
STA STATION
T THREADED (PIPE)
TP TOP OF PIPE
EG EXISTING GRADE
ABBREVIATIONS:
DIRECTION OF SLOPE
SPOT ELEVATION
REDUCER
VALVE
FIRE HYDRANT
FIRE HYDRANT CONNECTION
SEWER LINE
WATER LINE
CONTOUR
TRAIL
GAS LINE
BURIED CABLE
LEGEND
W
S
W
G
BC
CONSTRUCTION NOTES:
1. USE CAUTION IN THIS AREA DURING EXCAVATION. POSSIBLE CONFLICT WITH EXISTING
UNDERGROUND UTILITIES. CONTRACTOR SHALL CAREFULLY EXPOSE EXISTING UTILITIES
WITHIN EXCAVATION AREA. REFER TO GENERAL NOTE 4 ON THIS SHEET.
2. NOT USED
3. REMOVE AND SALVAGE SELECT PLANTS (PROTECT AND MAINTAIN), TRAIL POSTS,
MARKERS, RAILS AND OTHER HARDSCAPE ITEMS REQUIRED FOR CONSTRUCTION.
REINSTALL OR REPLACE IN-KIND. COORDINATE WITH CO.
4. PROTECT ALL TREES. MARK CONSTRUCTION LIMITS AROUND TREES PRIOR TO
CONSTRUCTION. SHIFT PIPING AS NEEDED TO AVOID DISTURBING TREES.
5. SAWCUT PAVEMENT PER DETAIL 2.
6. REMOVE ASPHALT PAVEMENT SHOWN ON PLANS TO SAW CUT LINES. REMOVE AND
LEGALLY DISPOSE OF MATERIAL OFF-SITE.
7. REMOVE, SALVAGE OR REPLACE IN-KIND CONCRETE WHEEL STOPS OR CURB.
8. REMOVE EXISTING FIRE HYDRANT SALVAGE TO OWNER. PLUG ABANDONED OPEN PIPE
ENDS WITH CONCRETE 12-INCH MIN LENGTH. BACK FILL WITH COMPACTED NATIVE
SOIL.
9. ABANDON EXISTING FIRE PROTECTION WATER PIPE LOOP. PLUG OPEN ENDS OF
ABANDONED PIPE WITH CONCRETE 12-INCH MIN LENGTH. CLOSE AND ABANDON
ATTACHED VALVES. REMOVE VALVE BOXES AND BACKFILL WITH COMPACTED NATIVE
SOIL.
10. SAWCUT AND REMOVE EXISTING FIRE PROTECTION WATER PIPE SHOWN ON PLAN.
PLUG ABANDONED OPEN PIPE ENDS WITH CONCRETE 12-INCH MIN LENGTH.
11. REMOVE EXISTING FIRE DEPARTMENT CONNECTION (FDC) PIPE END SECTION AS NEEDED
FOR ATTACHMENT OF NEW FDC.
12. CONNECT TO EXISTING FIRE PROTECTION WATER PIPE. REFER TO CONNECTION DETAIL 9.
FIELD VERIFY LOCATION PRIOR TO CONSTRUCTION NOTIFY CO OF ANY DISCREPANCIES
TO PLAN.
13. CONSTRUCT NEW FIRE PROTECTION WATER PIPING. DUCTILE IRON PIPE. SIZE PER PLAN.
PROVIDE LEVEL TO ASCENDING GRADE IN PIPING TO AIR RELEASE VALVE PER PROFILE.
NO INTERMEDIATE HIGH POINTS / AIR TRAPS. ALL JOINTS SHALL BE RESTRAINED
MECHANICAL JOINTS OR FLANGED. "MEGALUG" OR APPROVED EQUAL. REFER TO
TRENCH DETAIL 1.
14. UTILITY CROSSING AREA. ADJUST DEPTH AS NEEDED FOR CLEARANCE OF EXISTING
UTILITIES TO PROVIDE LEVEL / ASCENDING GRADE IN PIPING THROUGH ANY GRADE
TRANSITION WITH NO HIGH POINTS / AIR TRAPS. REFER TO TRENCH DETAIL NOTES.
CONTRACTOR SHALL OBTAIN APPROVAL FROM CO FOR ALL DEVIATIONS /
MODIFICATIONS TO PLANS.
15. DEFLECT PIPE HORIZONTALLY AT JOINTS (TYPICALLY UP TO 3 °) PER PIPE / RESTRAINT
MANUFACTURER SPECIFICATIONS AS NEEDED TO STAY WITHIN PATH AREA AND AVOID
DISTURBING TREES.
16. DEFLECT PIPE VERTICALLY AT JOINTS (TYPICALLY UP TO 3 °) PER PIPE / RESTRAINT
MANUFACTURER SPECIFICATIONS EQUALLY AT JOINTS FROM PVI LOCATION FOR TOTAL
ANGLE AT PVI.
17. COMPACTED APPROVED NATIVE BACKFILL IN LANDSCAPE AREA (ABOVE PIPE ZONE).
18. INSTALL DUCTILE IRON PIPE FITTING. FLANGED END CONNECTION TYPE. SIZE PER PLAN.
19. INSTALL RESTRAINED MECHANICAL COUPLING. SIZE PER CONNECTING
PIPES. “MEGA-COUPLING” OR APPROVED EQUAL.
20. INSTALL ISOLATION VALVE SIZE PER PLAN WITH VALVE BOX PER DETAIL 7.
21. INSTALL FIRE HYDRANT WITH VALVE PER DETAIL 6. FIELD LOCATE WITH CO FOR FINAL
LOCATION AND ROTATION DIRECTION.
22. CONSTRUCT CONCRETE PAD WITH (2) BOLLARDS FOR FIRE HYDRANT PER DETAIL 11.
23. INSTALL FIRE DEPARTMENT CONNECTION (FDC) PER DETAIL 8.
24. INSTALL AIR RELEASE VALVE PER DETAIL 10. FIELD LOCATE FINAL LOCATION WITH CO.
25. CONSTRUCT PEDESTRIAN TRAIL PER DETAIL 4. MATCH EXISTING MATERIAL.
26. CONSTRUCT ASPHALT ROADWAY PER DETAIL 4. SAWCUT EDGES PER DETAIL 3.
27. RESTORE DISTURBED AREAS TO EXISTING CONDITIONS. PROVIDE UNIFORM GRADING
SLOPE TO DRAIN. REPLACE ITEMS REMOVED REFER TO CONSTRUCTION NOTE 1.
1. CONTRACTOR SHALL MARK BY WHITE PAINT / STAKE LOCATION OF NEW WATER PIPING,
HYDRANTS, PAVEMENT SAWCUT LINES, LIMITS OF CONSTRUCTION AND STOCK PILES
PRIOR TO DEMOLITION AND EXCAVATION FOR APPROVAL BY CO.
2. CONTRACTOR SHALL CALL FOR UTILITY LOCATE FOR PUBLIC UTILITY SERVICES.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES NEAR
CONSTRUCTION / EXCAVATION AREAS. CONTRACTOR SHALL HIRE AND PAY LOCATE
SERVICES, INCLUDING LABOR, TIME, EQUIPMENT (IE. GROUND PENETRATING RADAR)
AND ANY OTHER MEANS NECESSARY FOR LOCATING UNDERGROUND UTILITIES, COLOR
CODE PAINT MARK AREAS AND RECORD BY PHOTO WITH REFERENCE POINTS. PROVIDE
COPIES TO CO. MAINTAIN PAINT MARKS UNTIL EXCAVATION BEGINS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY DAMAGED
PORTIONS OF EXISTING UTILITIES TO RESTORE SERVICE, AS A RESULT OR CONTRACTORS
WORK ACTIVITIES. CONTRACTOR SHALL SUBMIT UTILITY LOCATION AND COORDINATION
PLAN FOR APPROVAL BY CO. PRIOR TO CONSTRUCTION.
4. USE CAUTION AND FIELD VERIFY / CAREFULLY EXPOSE EXISTING UNDERGROUND PIPES /
UTILITIES NEAR OR CROSSING NEW WATER PIPE PRIOR TO CONSTRUCTION. REFER TO
EXISTING UTILITY PLAN AND DEMOLITION PLAN FOR ADDITIONAL INFORMATION.
EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE, BASED ON RECORDS AND MAY
NOT SHOW ALL UTILITIES. REPORT ANY PLAN DISCREPANCIES / CONFLICTS TO CO PRIOR
TO CONSTRUCTION.
5. OWNER SHALL SET PROJECT CONTROL POINTS PRIOR TO CONSTRUCTION FOR HORIZONTAL
AND VERTICAL ALIGNMENT TO BE USED BY CONTRACTOR. CONTRACTOR SHALL PROVIDE
AND MAINTAIN ALL CONSTRUCTION STAKING.
6. CONTRACTOR SHALL OBTAIN EROSION CONTROL PERMIT FROM USFS ZIGZAG RANGER
STATION FOR PROJECT WORK. IF CONSTRUCTION OCCURS DURING WET WEATHER
SEASON, CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN TO OREGON DEQ AND
COMPLY WITH THEIR REQUIREMENTS.
7. CONTRACTOR SHALL COMPLY WITH ALL BUILDING CODE, UPC, UFC, ELECTRICAL CODES
AND APPLICABLE STATE/COUNTY/CITY AGENCY REQUIREMENTS. CONTRACTOR SHALL
COMPLETE UPC TESTING (PRESSURE AND DISINFECTION).
8. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MATERIALS, PARTS AND APPURTENANCES,
EQUIPMENT AND LABOR TO COMPLETE FUNCTIONAL SYSTEM SHOWN ON PLANS.
9. CONTRACTOR SHALL KEEP EXISTING FIRE PROTECTION WATER HYDRANTS AND BUILDING
SPRINKLER SYSTEM OPERATIONAL UNTIL NEW SYSTEM IS CONNECTED AS LONG AS
POSSIBLE (PHASE WORK TO MINIMIZE DOWN TIME). NOTIFY AND SCHEDULE ANY DOWN
TIME WITH CO AND RESPONDING FIRE DEPARTMENT.
10. THERE MAYBE OTHER CONTRACTORS WORKING ON SEPARATE PROJECTS ON THIS
PROPERTY ALONG WITH FACILITY WORKERS. CONTRACTOR SHALL ALLOW / MAINTAIN
(NON-PUBLIC) ROADWAY ACCESS OUTSIDE OF PARKING LOT OR SCHEDULE LIMITED
ACCESS OVER TRENCH LINES (BACKFILL TO SURFACE UNTIL PAVING / COVER TRENCH WITH
STEEL VEHICLE PLATES, ETC). COORDINATE WITH CO.
11. DISPOSAL SITE IS LOCATED APPROXIMATELY ONE MILE FROM PROJECT SITE FOR ORGANIC
DEBRIS AND LARGER ROCK/NATIVE SOIL UNSUITABLE FOR BACKFILL. CONTRACTOR SHALL
LOAD, HAUL AND SPREAD MATERIAL PER DISPOSAL SITE DETAIL.
12. SOIL SOURCE IS LOCATED APPROXIMATELY ONE MILE OF PROJECT SITE FOR ADDITIONAL
NATIVE SOIL BACKFILL. CONTRACTOR SHALL LOAD AND HAUL MATERIAL.
GENERAL NOTES:
UNIFORM FIRE CODE (UFC)
1. FIRE-FLOW CALCULATION AREA: 71000 SF
BUILDING USE: HOTEL
BUILDING CONSTRUCTION TYPE: IV, V-B
UFC REQUIRED FIRE FLOW: 16,250 GPM (WITHOUT ADJUSTMENT)
2. UFC REQUIRED FIRE FLOW WITH REDUCTION FOR SPRINKLERS: 4,063 GPM APPROVED BY
SCOTT KLINE, FIRE CHIEF ON 12 FEB. 2019
3. FIRE HYDRANT PLAN / SPACING AND ACCESS ROUTE REQUIREMENTS. APPROVED BY
SCOTT KLINE, FIRE CHIEF ON 12 FEB. 2019
4. UFC REQUIRED FIRE FLOW DURATION: 4 HOURS
5. UFC REQUIRED WATER VOLUME: 975,000 GALLONS
6. WATER TANK STORAGE FOR FIRE PROTECTION VOLUME: 180,000 GALLONS
7. ADDITIONAL STORAGE TANK VOLUME NEEDED:
8. PRIORITY FUTURE PROJECTS TO MEET UFC CODE REQUIREMENTS.
ADD STORAGE TANK VOLUME
UPSIZE - REPLACE PIPE TO STORAGE TANK(S) FROM END OF PIPE ON THIS PROJECT.
WATER SYSTEM DESIGN DATA:
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/6 /19
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PACIFIC NORTHWEST REGION
TIMBERLINE LODGE
HYDRANT LOOP
REPLACEMENT
MT HOOD
NATIONAL FOREST
ZIGZAG
RANGER DISTRICT
NOTES
04/01/2019
J.CASWELL
S.WEISNER
LATHAM, BARNETT
019002
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CONCRETE
ASPHALT PARKING LOT
500.00
CP-ASSUMED
497.57
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498.78
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FH #2
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AMPHITHEATER
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WEST BRANCH
OPTION 1
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ASPHALT ROADWAY
OPTION 1
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/6 /19
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PACIFIC NORTHWEST REGION
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HYDRANT LOOP
REPLACEMENT
MT HOOD
NATIONAL FOREST
ZIGZAG
RANGER DISTRICT
SITE PLAN
04/01/2019
J.CASWELL
S.WEISNER
LATHAM, BARNETT
019003
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FUEL
OIL
TANKS
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" WATER
EXISTING GENERATOR
EXHAUST LINE
S
6" CONC
STORM DRAIN
DRY WELL
S
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DRAING
G
" PROPANE
EXISTING UNDERGROUND
PROPANE TANK
EXISTING 6"
SANITARY SEWER
TELEPHONE
POWER
SEWER
6" CONC
STORM DRAIN
EXISTING
15KV CABLE
4" WATERLINE
INTO AND OUT OF
DAYLODGE
EXISTING 4"
WATERLINE
TO TANK
DRY
WELL
WATER
POWER
4" CONDUIT
200 PR CNTRL
50 PR CNTRL CABLE
& 480V 3ᴓ POWER
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4" FH
2.5" GV
4" FH
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4" FH
8" STEEL FIRE LINE
& CONTROL CABLE
(2-#12) TO FIRE RESERVOIR
(BUILT 1966)
6" CI WATER
2" POWER & CONTROL CONDUIT
3" STL COOLING RETURN (ABAN)
1-1/2" GI PUMP MAIN (ABAN)
BUILT (1936)
4" & 8" CAPPED
FIRE AND WATER PIPE
SEWER
RACEWAY
AMPHITHEATER
A S
P H
A L T
R O
A D
W A
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PATHS AND TRAILS
NOTE:
REFER TO SHEET 2
FOR CONSTRUCTION NOTES
(CIRCLED NUMBERS)
AND LEGEND
EAST ACCESS
ASPHALT ROADWAY
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PLANTER
CONCRETE
POOL AREA
FOR REFERENCE ONLY
Feet
0 60 120
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/6 /19
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(1 ).D
W G;
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PACIFIC NORTHWEST REGION
TIMBERLINE LODGE
HYDRANT LOOP
REPLACEMENT
MT HOOD
NATIONAL FOREST
ZIGZAG
RANGER DISTRICT
EXISTING UTILITIES
& NEW WATER MAIN
OVERLAY
04/01/2019
J.HUNTER
J.HUNTER - SW
LATHAM, BARNETT
019004
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W W
W
W
W
W
W
W
A
S
P
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A
A
D
W
A
Y
A S
P H
A L T
R O
A D
W A
Y
A
S
P
H
A
A
D
W
A
Y
TIMBERLINE LODGE
CONCRETE
ASPHALT PARKING LOT
SAWCUT
PAVEMENT
TRENCH WIDTH
SAWCUT
PAVEMENT
SAWCUT
PAVEMENT
OPTION 1
SAWCUT
PAVEMENT
OPTION 1
SAWCUT
PAVEMENT
OPTION 1
SAWCUT
PAVEMENT
OPTION 1
SAWCUT
PAVEMENT
SAWCUT
PAVEMENT
OPTION 1
REMOVE
ASPHALT PAVEMENT
REMOVE
ASPHALT PAVEMENT
REMOVE
ASPHALT PAVEMENT
REMOVE
ASPHALT PAVEMENT
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
REMOVE
EXISTING FIRE HYDRANT
REMOVE
EXISTING FIRE HYDRANT
REMOVE
EXISTING FIRE HYDRANT
REMOVE
EXISTING FIRE HYDRANT
SAWCUT AND REMOVE
EXISTING FIRE PROTECTION
WATER PIPE
SAWCUT AND REMOVE
EXISTING FIRE PROTECTION
WATER PIPE
REMOVE EXISTING
FIRE DEPARTMENT
CONNECTION
AMPHITHEATER
A S
P H
A L T
R O
A D
W A
Y
PATHS AND TRAILS
NOTE:
REFER TO SHEET 2
FOR CONSTRUCTION NOTES
(CIRCLED NUMBERS)
AND LEGEND
EAST ACCESS
ASPHALT ROADWAY
ABANDON 4"
EXISTING
FIRE LOOP
ABANDON 4"
EXISTING
FIRE LOOP
PLANTER
ABANDON 4"
EXISTING
FIRE LOOP
CONCRETE
POOL AREA
FIELD LOCATE, SAW CUT, REMOVE AND PLUG EXISTING FIRE PROTECTION LOOP TO BE ABANDONED
FROM 8" SUPPLY WATER PIPE. SUPPLY LINE TO BUILDING SPRINKLER SYSTEM
TO REMAIN ACTIVE. SEE GENERAL NOTE 8.
Feet
0 60 120
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/6 /19
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PACIFIC NORTHWEST REGION
TIMBERLINE LODGE
HYDRANT LOOP
REPLACEMENT
MT HOOD
NATIONAL FOREST
ZIGZAG
RANGER DISTRICT
DEMOLITION PLAN
04/01/2019
J.HUNTER
J.HUNTER - SW
LATHAM, BARNETT
019005
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
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STA: 10+92.20
NORTHING: 5005.97
EASTING: 9833.42
10" W
71.69' LF
STA: 11+63.89
NORTHING: 5041.41
EASTING: 9771.10
S
H
E
H
E
A
S
P
H
A
A
D
W
A
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A S
P H
A
LT
R O
A D
W A
Y
A
S
P
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A
A
D
W
A
Y
TIMBERLINE LODGE
CONCRETE
ASPHALT PARKING LOT
M
A
T
C
H
N
E
STA: 10+40.00
NORTHING: 4999.50
EASTING: 9885.22
6" W
52.20' LF
6" W
120.00' LF
FH #2
FH #1
10" W
39.50' LF
(1)6" 22.5° BEND
(1)6" 22.5° BEND
6"W
13 LF
(1)10" 22.5° BEND
PLANTER
CONCRETE
POOL AREA
60.89 LF
6" W
71.69' LF10.80 LF
INSTALL NEW FDC SAME
LOCATION AS EXISTING FDC
TO BE REMOVED
STA 11+03
10"x 6" TEE
10"x6" REDUCER
E L
E V
A T
I O
N
F
E E
T
E L
E V
A T
I O
N
F
E E
T
STATION (FEET)
WATERLINE PROFILE
9+00 9+50 10+00 10+50 11+00 11+50 12+00
M A
T C
H
L
I N
E
S H
E E
T
9+00 - 12+00
S T
A
F
A
D
I P
E G
T P
EXISTING GRADE
(MATCH)
CRUSHED ROCK BACKFILL
NATIVE BACKFILL
S T
A
CAUTION
UTILITY CROSSING AREA
6"W TOP OF PIPE
10"W TOP OF PIPE
CRUSHED ROCK BACKFILL
S T
A
S T
A
S T
A
NEW 6"W OVER
SS
S T
A x
T
E E x
R
E D
U C
E R
E G
T P
NEW 6"W UNDER EXIST 4"W
TO BE ABANDONDED
POWER
TELEPHONE
6"W 10"W6"W
S=0%
S=0%
REFER TO SHEET 3 FOR
EXISTING UTILITIES
Feet
0 30 60
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/6 /19
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(1 ).D
W G;
R06
PACIFIC NORTHWEST REGION
TIMBERLINE LODGE
HYDRANT LOOP
REPLACEMENT
MT HOOD
NATIONAL FOREST
ZIGZAG
RANGER DISTRICT
WATER PLAN
04/01/2019
J.CASWELL
S.WEISNER
LATHAM, BARNETT
019006
NOTE:
REFER TO SHEET 2 FOR
CONSTRUCTION NOTES
(CIRCLED NUMBERS)
AND LEGEND
Feet
0 30 60
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
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10" W
74.94' LF
STA: 13+73.62
NORTHING: 5208.36
EASTING: 9768.31
S
H
E
H
E
S
P
H
A
A
D
W
A
Y
TIMBERLINE LODGE
M
A
T
N
E
S H
E E
T
S H
E E
T
M
A T
N
E
FH #3
STA: 12+03.40
NORTHING: 5072.59
EASTING: 9746.85
STA: 12+78.33
NORTHING: 5139.58
EASTING: 9713.26
STA: 13+30.40
NORTHING: 5188.99
EASTING: 9729.67
10" W
43.23' LF
10" W
52.06' LF
(1) 10" 45° BEND
(1) 10" 11.25° BEND
(1)10" 45° BEND
(1)10" 22.5° BEND
(1)10" 11.25° BEND
PLANTER
TRAILS
(TYP)
CONCRETE
POOL AREA
E L
E V
A T
I O
N
F
E E
T
E L
E V
A T
I O
N
F
E E
T
STATION (FEET)
WATERLINE PROFILE
12+00 12+50 13+00 13+50 14+00
M A
T C
H
L
I N
E
S H
E E
T
S H
E E
T
M A
T C
H
L
I N
E
12+00 - 14+00
S T
A
B
E N
D
E G
T P
S T
A
B
E N
D
E G
T P
EXISTING GRADE (MATCH)
NATIVE BACKFILL
S
S=0%
10"W
10"W TOP OF PIPE
10"W
S=0%
W
REFER TO SHEET 3 FOR
EXISTING UTILITIES
Feet
0 30 60
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/6 /19
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LA
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(1 ).D
W G;
R06
PACIFIC NORTHWEST REGION
TIMBERLINE LODGE
HYDRANT LOOP
REPLACEMENT
MT HOOD
NATIONAL FOREST
ZIGZAG
RANGER DISTRICT
WATER PLAN
04/01/2019
J.CASWELL
S.WEISNER
LATHAM, BARNETT
019007
NOTE:
REFER TO SHEET 2 FOR
CONSTRUCTION NOTES
(CIRCLED NUMBERS)
AND LEGEND
Feet
0 30 60
AutoCAD SHX Text
PROJECT NAME
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
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AutoCAD SHX Text I
AutoCAD SHX Text C
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AutoCAD SHX Text D
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H
E E
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S H
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M
A T
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10" W
93.42' LF
S H
E E
T
S H
E E
T
M
A T
N
E
STA: 14+67.04
NORTHING: 5196.78
EASTING: 9861.01
STA: 15+94.37
NORTHING: 5178.15
EASTING: 9974.81
STA: 16+15.54
NORTHING: 5198.26
EASTING: 9981.45
12" W
19.90LF
12" W
21.18LF
12" W
46.13LF
FH #3
STA: 15+13.72
NORTHING: 5182.07
EASTING: 9905.30
STA: 15+74.46
NORTHING: 5163.10
EASTING: 9961.79
STA: 15+44.60
NORTHING: 5166.80
EASTING: 9932.15
10" W
46.67' LF
10" W
30.89' LF
12" W
29.86LF
(1)12" 22.5° BEND
6"W
10 LF 13
STA 15+33
12"x6" TEE
12"x10" REDUCER
(1)12" 45° BEND
(1)12" 22.5° BEND
(1)12" 11.25° BEND
(1)12" 45° BEND
(1)12" 11.25° BEND
(1) 12" 22.5° BEND
(1)10" 11.25° BEND
(1)10" 11.25° BEND
TRAILS
(TYP)
TRAILS
(TYP)
19.28 LF
12" W
30.89LF11.60 LF
E
L E
V A
T I O
N
F
E E
T
E L E
V A
T I O
N
F
E E
T
STATION (FEET)
WATERLINE PROFILE
14+00 14+50 15+00 15+50 16+00 16+40
M A
T C
H
L I N
E
S H
E E
T
S H
E E
T
M A
T C
H
L I N
E
14+00 - 16+40
S T
A
E G
T P
EXISTING GRADE (MATCH)
NATIVE BACKFILL
S=0%
P V
10"W TOP OF PIPE
10"W 12"W
"W
VERTICAL PIPE DEFLECTION AT JOINT(S)
NEW 10"W UNDER EXIST 4"W
TO BE ABANDONDED
S T
A x
T
E E x
R
E D
U C
E R
E G
T P
10"W
NEW 12"W UNDER EXIST 4"W
TO BE ABANDONDED
REFER TO SHEET 3 FOR
EXISTING UTILITIES
S
Feet
0 30 60
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/6 /19
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DR
AN
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LO
OP
_R
EP
LA
CE
ME
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(1 ).D
W G;
R06
PACIFIC NORTHWEST REGION
TIMBERLINE LODGE
HYDRANT LOOP
REPLACEMENT
MT HOOD
NATIONAL FOREST
ZIGZAG
RANGER DISTRICT
WATER PLAN
04/01/2019
J.CASWELL
S.WEISNER
LATHAM, BARNETT
019008
NOTE:
REFER TO SHEET 2 FOR
CONSTRUCTION NOTES
(CIRCLED NUMBERS)
AND LEGEND
Feet
0 30 60
AutoCAD SHX Text
PROJECT NAME
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
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AutoCAD SHX Text C
AutoCAD SHX Text E
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AutoCAD SHX Text A
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12" W
175.67LF
12" W
38.55LF
S H
E E
T
S H
E E
T
M
A T
N
E
S
H
E
STA: 17+66.12
NORTHING: 5198.19
EASTING: 10125.76
12" W
32.81LF
20+00
20+20
20+40
STA: 16+61.68
NORTHING: 5192.54
EASTING: 10027.23
STA: 17+33.32
NORTHING: 5211.73
EASTING: 10095.87
12" W
33.09LF
S
H
E
S
H
E
M
A
T
N
E
FH #3
FH #4
STA: 17+00.22
NORTHING: 5206.33
EASTING: 10063.22
(1)12" 22.5° BEND
(1) 12" 11.25° BEND
(1) 12" 22.5° BEND
(1) 12" 11.25° BEND
(1) 12" 22.5° BEND
(1) 12" 11.25° BEND
6"W
32.64 LF
STA 18+52
(1)18"x 6" TEE
(1) 18"x 12" REDUCER
TRAILS
(TYP)
86 LF
C
O
N
N
E
C
T
I O
N
P
O
I
E
X
I S
T
I N
G
W
A
T
P
E
B
A
D
W
E
A
N
C
H
O
P
T
I
A
A
N
C
H
S
T
A
A
P
P
R
O
X
STA. 17+50
AIR RELEASE VALVE
E L
E V
A T
I O
N
F
E E
T
E L
E V
A T
I O
N
F
E E
T
STATION (FEET)
WATERLINE PROFILE
16+40 16+50 17+00 17+50 18+00 18+50 18+60
M A
T C
H
L
I N
E
S H
E E
T
S H
E E
T
M A
T C
H
L I N
E
16+40 - 18+60
S T
A
P V
E G
T P
S T
A
B
E N
D
E G
T P
EXISTING GRADE
(MATCH)
EXISTING GRADE (MATCH)
S T
A
A
L
E A
S E
V A
L V
E
12"W TOP OF PIPE
VERTICAL PIPE DEFLECTION AT JOINT(S)
S=0%
NEW 12"W UNDER EXIST
WATER PIPES / CONDUITS
NATIVE BACKFILL
S T
A
B
E N
D
E G
T P
S T
A x
T
E E x
R
E D
U C
E R
S=0%
"W
12"W
18"W
12"W
NEW 12"W UNDER EXIST 4"W
TO BE ABANDONDED
NEW 12"W UNDER EXIST 4"W
TO BE ABANDONDED
REFER TO SHEET 3 FOR
EXISTING UTILITIES
S
S
Feet
0 30 60
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/6 /19
:1
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E_
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E_
HY
DR
AN
T_
LO
OP
_R
EP
LA
CE
ME
NT
(1 ).D
W G;
R06
PACIFIC NORTHWEST REGION
TIMBERLINE LODGE
HYDRANT LOOP
REPLACEMENT
MT HOOD
NATIONAL FOREST
ZIGZAG
RANGER DISTRICT
WATER PLAN
04/01/2019
J.CASWELL
S.WEISNER
LATHAM, BARNETT
019009
NOTE:
REFER TO SHEET 2 FOR
CONSTRUCTION NOTES
(CIRCLED NUMBERS)
AND LEGEND
Feet
0 30 60
AutoCAD SHX Text
PROJECT NAME
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
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STA: 19+41.79
NORTHING: 5226.81
EASTING: 10299.08
8" W
175.67' LF
S
H
E
S
H
E
M
A
T
N
E
20+00
20+20
20+40
STA: 20+41.46
NORTHING: 5130.82
EASTING: 10317.76
STA: 19+98.78
NORTHING: 5173.48
EASTING: 10319.15
8" W
56.99' LF
8" W
42.68' LF
S
H
E
S
H
E
A
T
N
E
FH #4
OPTION 1
OPTION 1
(1)8" 45° BEND
(1)8" 22.5° BEND
(1)8" 11.25° BEND
OPTION 1
OPTION 1
OPTION 1
OPTION 1
18" W
175.67 LF
18 LF
C
O
N
N
E
C
T
I O
N
P
O
I
E
X
I S
T
I N
G
W
A
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P
E
B
A
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W
E
A
N
C
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O
P
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I
A
A
N
C
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S
T
A
A
P
P
R
O
X
71.00' LF
12 14
CONNECT TO
8" W
REFER TO
DETAIL 9
TIMBERLINE LODGE
EAST ACCESS
ASPHALT ROADWAY
(1) 8" 22.5° BEND
(1) 8" 11.25° BEND
E L
E V
A T
I O
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F
E E
T
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A T
I O
N
F
E E
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STATION (FEET)
WATERLINE PROFILE
18+60 19+00 19+50 20+00 20+50 20+60
18+60 - 20+60
REFER TO SHEET 3 FOR
EXISTING UTILITIES
M A
T C
H
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S H
E E
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S H
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M A
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H
L
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E
S T
A
B
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D
E G
T P
S T
A
P V
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EXISTING GRADE
(MATCH)
EXISTING GRADE
(MATCH)
NATIVE BACKFILL
S
S T
A
8"W TOP OF PIPE
S T
A x
T
E E
E G
T P
ROTATE TEE(S) AND ADJUST BEND
ANGEL / ADD BEND AS NEEDED TO
CLEAR EXISTING UTILITIES AND
MATCH ALIGNMENTS.
8"W
18"W
EXIST CONDUITS
TYPICAL
W
VERTICAL PIPE DEFLECTION AT JOINT(S)
x
T
E E
CRUSHED ROCK BACKFILL
S=0%
S
B
E N
D
V
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T I C
A L
B
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V
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T I C
A L
Feet
0 30 60
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DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/6 /19
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PACIFIC NORTHWEST REGION
TIMBERLINE LODGE
HYDRANT LOOP
REPLACEMENT
MT HOOD
NATIONAL FOREST
ZIGZAG
RANGER DISTRICT
WATER PLAN
04/01/2019
J.CASWELL
S.WEISNER
LATHAM, BARNETT
019010
NOTE:
REFER TO SHEET 2 FOR
CONSTRUCTION NOTES
(CIRCLED NUMBERS)
AND LEGEND
Feet
0 30 60
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PROJECT NAME
AutoCAD SHX Text F
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E
S
H
E
8" W
50.01' LF
M
A
T
N
E
STA: 21+00.96
NORTHING: 5072.87
EASTING: 10304.25
STA: 21+43.63
NORTHING: 5034.01
EASTING: 10286.64
8" W
59.50' LF
8" W
42.67' LF
STA: 21+83.10
NORTHING: 5001.92
EASTING: 10263.65
STA: 22+33.11
NORTHING: 4967.73
EASTING: 10227.15
8" W
48.05' LF
8" W
39.48' LF
OPTION 1
OPTION 1
OPTION 1
OPTION 1
OPTION 1
OPTION 1
OPTION 1
(1) 8" 11.25° BEND
(1) 8" 11.25° BEND
(1) 8" 22.5° BEND
STA. 22+81
OPTION 1
FH #5
OPTION 1
OPTION 1
A S
P H
A L T
R O
A D
W A
Y
EAST ACCESS
ASPHALT ROADWAY
OPTION 1
CONST. PAD
TIMBERLINE LODGE
ASPHALT PARKING LOT
47.89 LF
(1)8" 11.25° BEND
8"X6" REDUCER
FDC
E L
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STATION (FEET)
WATERLINE PROFILE
20+60 21+00 21+50 22+00 22+50 22+90
S H
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H
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20+80 - 22+90
S T
A
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A
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D
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EXISTING GRADE
(MATCH)
CRUSHED ROCK BACKFILL
S=0%
CAUTION
UTILITY CROSSING AREA
S T
A
8"W TOP OF PIPE
S T
A
P V
E G
T P
NEW 8"W OVER
SS
EXISTING CONDUITS (TYP)
VERTICAL PIPE DEFLECTION AT JOINT(S)
VERTICAL PIPE DEFLECTION AT JOINT(S)
W
W
8"W
REFER TO SHEET 3 FOR
EXISTING UTILITIES
S
S
Feet
0 30 60
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/6 /19
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PACIFIC NORTHWEST REGION
TIMBERLINE LODGE
HYDRANT LOOP
REPLACEMENT
MT HOOD
NATIONAL FOREST
ZIGZAG
RANGER DISTRICT
WATER PLAN
04/01/2019
J.CASWELL
S.WEISNER
LATHAM, BARNETT
019011
NOTE:
REFER TO SHEET 2 FOR
CONSTRUCTION NOTES
(CIRCLED NUMBERS)
AND LEGEND
Feet
0 30 60
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20+00
20+20
20+40
A
S
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TIMBERLINE LODGE
CONCRETE
ASPHALT PARKING LOT
FH #2
FH #1
FH #3
FH #4
CONSTRUCT
PEDESTRIAN TRAIL
CONSTRUCT
PEDESTRIAN TRAIL
CONSTRUCT
ASPHALT ROADWAY
OPTION 1
CONSTRUCT
ASPHALT ROADWAY
RESTORE
DISTURBED AREA
RESTORE
DISTURBED AREA
RESTORE
DISTURBED AREA
RESTORE
DISTURBED AREA
RESTORE
DISTURBED AREA
RESTORE
DISTURBED AREA
AMPHITHEATER
A S
P H
A L T
R O
A D
W A
Y
NEW WATER LINE
WEST BRANCH
OPTION 1
NEW WATER LINE
EAST BRANCH
PATHS AND TRAILS
NOTE:
REFER TO SHEET 2
FOR CONSTRUCTION NOTES
(CIRCLED NUMBERS)
AND LEGEND
EAST ACCESS
ASPHALT ROADWAY
OPTION 1
FH #5
C
O
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N
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PLANTER
CONCRETE
POOL AREA
OPTION 1
RESTORE
DISTURBED AREA
FDC
Feet
0 60 120
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/6 /19
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PACIFIC NORTHWEST REGION
TIMBERLINE LODGE
HYDRANT LOOP
REPLACEMENT
MT HOOD
NATIONAL FOREST
ZIGZAG
RANGER DISTRICT
PAVEMENT PLAN
04/01/2019
J.HUNTER
J.HUNTER - SW
LATHAM, BARNETT
019012
AutoCAD SHX Text
PROJECT NAME
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
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6"
A
N D
S C
A P
E
A S
FINISHED GRADE
NOTES:
SEE TYPICAL PAVEMENT SECTIONS
FOR AC AND BASE THICKNESS
P A
V E
D
A
N D
O
R
S I D
E W
A L
K
A
R E
A S
8" NATIVE SURFACE LAYER (STOCKPILED) / APPROVED SOIL.
OR 6" THICK GRAVEL PATH
L
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W A
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L
I N
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I N
P I P
E
O
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6"PIPE OD
UNDISTURBED EARTH
P I P
E
Z
O N
E
"- 0 CRUSHED ROCK
BACKFILL IN PAVED OR
SIDEWALK AREAS.
SEE NOTE 2
SEE NOTE BELOW
"- 0 CRUSHED ROCK
1. WATER LINES THAT PARALLEL SANITARY SEWER LINES SHALL BE LOCATED A MINIMUM OF 18 INCHES ABOVE
SEWER LINE, WHERE SERVICES ARE NOT HORIZONTALLY SEPARATED BY 10 FEET. MEET OREGON OAR
333-061-0050 CONSTRUCTION STANDARDS FOR SEPARATION.
2. PROVIDE SOLID SECTION OF WATER PIPE AT UTILITY CROSSINGS. PIPE JOINTS SHALL BE AT LEAST 5 FT FROM
CROSSING OTHER THAN SANITARY SEWERS.
3. WITHIN 5 FEET OF BUILDING STRUCTURE, BUILDING CODE APPROVED PIPE MATERIAL AND 3/4"-0 CRUSHED ROCK
BACKFILL SHALL BE USED.
NO SCALE
TYPICAL TRENCHING
& BACKFILL SECTION
NO SCALE
TYPICAL SAWCUT SECTION
PIPE TRENCHING AND BACKFILL
PER TYPICAL TRENCH SECTION
EXISTING BASE
EXISTING AC PAVEMENT
SAWCUT (TYP)
APPLY FULL DEPTH AC TACK
COAT ALONG CUT LINE PRIOR
TO JOINING WITH NEW
PAVEMENT. SEAL JOINT.
PAVEMENT REMOVAL & RESTORATION WIDTH
E D
G
T
R E
N C
H I N
G
E D
T
R E
N C
H I N
G
1' MIN.1' MIN.
FINISHED GRADE
SEE PAVING PLAN FOR TRAIL / PATHS
2" THICK ASPHALT TRAIL OVER 6" THICK
" - 0 CRUSHED ROCK
BASE OVER COMPACTED NATIVE BACKFILL.
COMPACTED NATIVE
SOIL BACKFILL
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/6 /19
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PACIFIC NORTHWEST REGION
TIMBERLINE LODGE
HYDRANT LOOP
REPLACEMENT
MT HOOD
NATIONAL FOREST
ZIGZAG
RANGER DISTRICT
DETAILS 1
04/01/2019
J.CASWELL
S.WEISNER
LATHAM, BARNETT
019013
METAL CORE MARKING
TAPE 12" ABOVE PIPE.
LOCATING WIRE, 10 GAUGE, BLUE PVC JACKET
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
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AutoCAD SHX Text S
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NO SCALE
NEW PAVEMENT JOINT TO EXISTING PAVEMENT
REMOVE EXISTING PAVEMENT TO CUT LINE
APPLY FULL DEPTH TACK COAT ALONG CUT
LINE PRIOR TO JOINING WITH NEW PAVEMENT
EXISTING PAVEMENT
NEW CRUSHED ROCK BASE
NEW PAVEMENT
1' MIN.
UNDISTURBED
ROCK BASE TO
REMAIN
NO SCALE
TYPICAL AC PAVING SECTION
2" THICK COMPACTED ASPHALT PAVEMENT (1 LIFT) FOR
ASPHALT SIDEWALKS OVER " THICK ROCK BASE
4" THICK COMPACTED ASPHALT PAVEMENT (2 LIFTS)
FOR ROADWAYS OVER 12" THICK ROCK BASE
"- 0 COMPACTED CRUSHED ROCK BASE
COMPACTED SUBGRADE
F U
P
T H
S A
W C
U
N
E
1 FT
MIN.
" - 0 COMPACTED
CRUSHED ROCK BASE
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/6 /19
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PACIFIC NORTHWEST REGION
TIMBERLINE LODGE
HYDRANT LOOP
REPLACEMENT
MT HOOD
NATIONAL FOREST
ZIGZAG
RANGER DISTRICT
DETAILS 2
04/01/2019
J.CASWELL
S.WEISNER
LATHAM, BARNETT
019014
AutoCAD SHX Text
PROJECT NAME
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
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TYPICAL CONCRETE PAVING SECTION
CONCRETE PAVEMENT
COMPACTED SUBGRADE
"- 0 COMPACTED CRUSHED ROCK BASE
FIRE HYDRANT
VALVE BOX
SEE DETAIL 7
6" VALVE
6" SUPPLY LINE
SUPPORT BLOCKS ON UNDISTURBED SOIL
PRECAST BLOCKS DO
NOT BLOCK DRAIN HOLES
FINISHED GRADE
ALL PIPE JOINTS ARE FLANGED OR
WITH MECHANICAL JOINT RESTRAINTS
V A
R I E
S
F
T
M
I N
4"
MIN.
NO SCALE
FIRE HYDRANT & VALVE DETAIL
DRAIN ROCK
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/6 /19
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(1 ).D
W G;
R06
PACIFIC NORTHWEST REGION
TIMBERLINE LODGE
HYDRANT LOOP
REPLACEMENT
MT HOOD
NATIONAL FOREST
ZIGZAG
RANGER DISTRICT
DETAILS 3
04/01/2019
J.CASWELL
S.WEISNER
LATHAM, BARNETT
019015
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
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AutoCAD SHX Text S
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VALVE BOX
CAST IRON VALVE BOX TOP SECTION W/COVER.
SLIP TYPE WITH TOP FLANGE.
HEAVY DUTY IN PAVEMENT AREAS.
SET TOP SECTION TO FINISHED GRADE.
FINISHED GRADE
3" MIN.
6" MAX.
M
I N
12" x 12" x 6" THICK
FORMED COLLAR IN
NON PAVED AREAS
OPERATING NUT EXTENSION
SEE NOTE No. 2
VALVE BOX BASE
SUPPLY LINE
VALVE
V A
R I E
S
1. VALVE BOX SHALL NOT REST ON OPERATING ASSEMBLY.
2. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS DEEPER THAN 4 FEET FROM
FINISHED GRADE.
3. CENTER VALVE BOX ON AXIS OF OPERATOR NUT.
4. VALVE BOX TOP SECTION AND BASE SHALL BE CAST IRON.
5. COVER TO BE TRAFFIC RATED CAST IRON & LOCKING.
NOTES:
12" x 12" X 4" THICK
FORMED CONCRETE PAD
4" x 9" COMPANION FLANGE
4" GALV. S40 x
2'- 0 TxPE
IDENTIFICATION NAME PLATE
4" SCHEDULE 40 GALV. PIPE
4" DUCTILE IRON SPIGOT FxPE
4" MECHANICAL JOINT 90
W / MEGALUG RESTRAINTS
AUTOMATIC BALL DRIP
DRAIN VALVE LOCATED AT
LOWEST POINT IN PIPING
GRAVEL DRAIN FIELD TO BE SIZED TO
ADEQUATELY ACCOMMODATE DRAINAGE
NO SCALE
F.D.C. DETAIL
COMPACTED
"- 0
CRUSHED ROCK
BACKFILL / BASE
F
D
C
EXISTING PIPE
4" COUPLING
REFER TO SHEET 2 FOR CONSTRUCTION
NOTES (CIRCLED NUMBERS)
NOTE:
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/6 /19
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(1 ).D
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PACIFIC NORTHWEST REGION
TIMBERLINE LODGE
HYDRANT LOOP
REPLACEMENT
MT HOOD
NATIONAL FOREST
ZIGZAG
RANGER DISTRICT
DETAILS 4
04/01/2019
J.CASWELL
S.WEISNER
LATHAM, BARNETT
019016
LOCATING WIRE
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BRONZE INSECT SCREEN
W / S.S. CLAMP
6" x 6" POST
PRESSURE TREATED
CONDUIT CLAMP
DUCTILE IRON PIPE
(TYPICAL BOTH SIDES)
WATERLINE
" GALV. THREADED PIPING TO VALVE
" BALL VALVE
UNIONS
" GALV. PIPE
15" DIAMETER MINIMUM
CONCRETE VALVE-METER
BOX WITH CAST IRON
LOCKING COVER
FIELD LOCATE WITH CO
AIR RELEASE VALVE
6"
NO SCALE
AIR RELEASE VALVE
INSTALL TAP WITH DOUBLE STRAP SERVICE
SADDLE (ROMAC STYLE 202N OR APPROVED
EQUAL) - (NYLON COATED SADDLE WITH
STAINLESS STEEL STRAPS).
NOTES:
1. FIELD LOCATE AIR RELEASE VALVE, WITH CO.
2. MOUNT TAP ON TOP OF WATER MAIN. PROVIDE AND INSTALL BENDS AND PIPING TO VALVE LOCATION.
3. TAP, PIPING AND BALL VALVE SIZE SHALL MATCH AIR RELEASE VALVE INLET. PROVIDE LEVEL / ASCENDING PIPE
GRADE TO AIR RELEASE VALVE.
4. ALL PIPING SHALL BE SCH 40 GALVANIZED STEEL. PROVIDE 3 FEET MINIMUM COVER OVER PIPING TO VALVE BOX.
HORIZONTAL
" GALV.90° BEND T x T
ON TOP OF SADDLE.
ROTATE TOWARD VALVE BOX
COMPACTED 3 / 4"-0 CRUSHED
ROCK BACKFILL UNDER VALVE BOX
NO SCALE
CONNECTION DETAIL
W
W
W
W
(1) 18" VALVE FLxFL
NEW 18"W
WEST BRANCH
(1) 8" VALVE FLxFL
CLOSE, CAP OUTLET IF
OPTION 1 WILL NOT BE
CONSTRUCTED
(1) 18"x18" TEE
(1) 18" 45° BEND (VERIFY)
VERIFY HORIZONTAL ALIGNMENTS
PRIOR TO ORDERING BEND(S) ADJUST ANGLE
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(1) 18"x8" REDUCER FLxFL
8"W FLxPE 5 LF
8" COUPLING
SAWCUT AND REMOVE EXISTING
PIPE SECTION AS REQUIRED
(1) 18"x8" REDUCER FLxFL
8"W PIPE SECTION FLxPE 5 LF
8" COUPLING
OPTION 1
NEW 8"W EAST BRANCH
CONNECT TO 8" VALVE
NOTES:
1. REFER TO SHEET FOR CONSTRUCTION NOTES (CIRCLED NUMBERS) AND LEGEND.
2. FIELD VERIFY HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING 8" WATER SUPPLY LINE. ADJUST ANGLE
AND ADD BENDS AS REQUIRED TO MEET ALIGNMENT OF NEW WATER PIPING.
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(1) 8" VALVE FLxFL 20
(1) 18"x8" TEE
(1) 8" 45° BEND (VERIFY)
VERIFY HORIZONTAL ALIGNMENTS
PRIOR TO ORDERING BEND(S)
ADJUST ANGLE
(1) 18" VALVE FLxFL
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/6 /19
:1
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(1 ).D
W G;
R06
PACIFIC NORTHWEST REGION
TIMBERLINE LODGE
HYDRANT LOOP
REPLACEMENT
MT HOOD
NATIONAL FOREST
ZIGZAG
RANGER DISTRICT
DETAILS 5
04/01/2019
J.CASWELL
S.WEISNER
LATHAM, BARNETT
019017
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SLOPE: ¼" / FT
SLOPE TO DRAIN
NATIVE BACKFILL
1. THICKENED EDGE SHOWN IS TYPICAL OF ALL SIDES.
2. FORM SQUARE CONCRETE PAD SIZE TO MEET
CLEARANCES.
3. INSTALL 2 BOLLARDS IN PAD, ONE AT EACH CORNER TO
ACCESS ROAD. REFER TO BOLLARD DETAIL.
4. CO SHALL APPROVE LAYOUT AND FORMS BEFORE
POURING CONCRETE.
NO SCALE
THICKENED EDGE FH PAD
NO SCALE
BOLLARD
" - 0 CRUSHED ROCK BASE
UNDISTURBED OR
COMPACTED SUBGRADE
F I R
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N T
P
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CONCRETE WALK WITH
BROOMED FINISH
FINISHED GRADE
ALL SIDES
F A
C E
M I N
6"
3 FEET CLEAR
12" EACH SIDE
OF PAD
CORNER
E D
G E
B O
L L A
R D
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A R
3000 PSI CONCRETE
AC PAVING
4" DIA. SCH 40 STEEL PIPE
6" DIA. SCH 40 STEEL PIPE
(SEE PLAN FOR DIAMETER)
FILLED WITH CONCRETE,
PRIMED AND PAINTED YELLOW.
ROUNDED CONCRETE CAP
#6 REBAR, 14" LONG
EACH WAY THROUGH PIPE
M
I N
18" DIA.
UNDISTURBED OR
COMPACTED SUBGRADE
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/6 /19
:1
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DR
AN
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LO
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EP
LA
CE
ME
NT
(1 ).D
W G;
R06
PACIFIC NORTHWEST REGION
TIMBERLINE LODGE
HYDRANT LOOP
REPLACEMENT
MT HOOD
NATIONAL FOREST
ZIGZAG
RANGER DISTRICT
DETAILS 6
04/01/2019
J.CASWELL
S.WEISNER
LATHAM, BARNETT
019018
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PROJECT NAME
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AutoCAD SHX Text O
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20+00
20+20
20+40
A
S
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D
W
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A S
P H
A L T
R O
A D
W A
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TIMBERLINE LODGE
CONCRETE
ASPHALT PARKING LOT
500.00
CP-ASSUMED
497.57
CP-DRIVE CORNER
498.78
CP-CONCRETE CORNER
FH #2
FH #1
FH #3
FH #4
AMPHITHEATER
A S
P H
A L T
R O
A D
W A
Y
PATHS AND TRAILS
NOTE:
REFER TO SHEET 2
FOR CONSTRUCTION NOTES
(CIRCLED NUMBERS)
AND LEGEND
EAST ACCESS
ASPHALT ROADWAY
OPTION 1
FH #5
C
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C
H
PLANTER
CONCRETE
POOL AREA
FDC
Feet
0 60 120
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/6 /19
:1
4 S W
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2G
\T
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IN
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_R
EP
LA
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ME
NT
(1 ).D
W G;
R06
PACIFIC NORTHWEST REGION
TIMBERLINE LODGE
HYDRANT LOOP
REPLACEMENT
MT HOOD
NATIONAL FOREST
ZIGZAG
RANGER DISTRICT
SATELLITE
PLAN VIEW
04/01/2019
J.CASWELL
S.WEISNER
LATHAM, BARNETT
019019
FOR REFERENCE ONLY
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| Sheets and Views |
| TIMBERLINE_LODGE_HYDRANT_LOOP_REPLACEMENT (1)-NOTES |
| TIMBERLINE_LODGE_HYDRANT_LOOP_REPLACEMENT (1)-SITE PLAN |
| TIMBERLINE_LODGE_HYDRANT_LOOP_REPLACEMENT (1)-EXISTING UTILITIES |
| TIMBERLINE_LODGE_HYDRANT_LOOP_REPLACEMENT (1)-DEMO PLAN |
| TIMBERLINE_LODGE_HYDRANT_LOOP_REPLACEMENT (1)-P&P 9+00-12+00 |
| TIMBERLINE_LODGE_HYDRANT_LOOP_REPLACEMENT (1)-P&P 12+00-14-00 |
| TIMBERLINE_LODGE_HYDRANT_LOOP_REPLACEMENT (1)-P&P 14+00-16-40 |
| TIMBERLINE_LODGE_HYDRANT_LOOP_REPLACEMENT (1)-P&P 16+40-18+60 |
| TIMBERLINE_LODGE_HYDRANT_LOOP_REPLACEMENT (1)-P&P 18+60-20+60 |
| TIMBERLINE_LODGE_HYDRANT_LOOP_REPLACEMENT (1)-P&P 20+60-22+90 |
| TIMBERLINE_LODGE_HYDRANT_LOOP_REPLACEMENT (1)-PAVING PLAN |
| TIMBERLINE_LODGE_HYDRANT_LOOP_REPLACEMENT (1)-DETAILS 1 |
| TIMBERLINE_LODGE_HYDRANT_LOOP_REPLACEMENT (1)-DETAILS 2 |
| TIMBERLINE_LODGE_HYDRANT_LOOP_REPLACEMENT (1)-DETAILS 3 |
| TIMBERLINE_LODGE_HYDRANT_LOOP_REPLACEMENT (1)-DETAILS 4 |
| TIMBERLINE_LODGE_HYDRANT_LOOP_REPLACEMENT (1)-DETAILS 5 |
| TIMBERLINE_LODGE_HYDRANT_LOOP_REPLACEMENT (1)-DETAILS 6 |
| TIMBERLINE_LODGE_HYDRANT_LOOP_REPLACEMENT (1)-SATALLITE PLAN VIEW |
File details come from the government source that posted it.