Updated Attachment 2 Grizzly Campground Water System Plans - Signed.pdf

MISSOULA

HAMILTON

WISDOM

WISE RIVER

ANACONDA

PHILIPSBURG

DRUMMOND

DEER LODGE

OROFINO

GRANGEVILLE

MT

INDEX TO SHEETS

No. DESCRIPTION

TITLE SHEET

2 WATER SYSTEM SITE PLAN

3 WELL CONTROL BUILDING PLAN AND SECTION

4 WATER SYSTEM DETAILS

ID

DATE

FOREST SUPERVISOR

LOLO NATIONAL FOREST

APPROVED:

MISSOULA DISTRICT RANGER

LOLO NATIONAL FOREST

RECOMMENDED:

FOREST ENGINEER

LOLO NATIONAL FOREST

REVIEWED:

DATE

DATE

DRAWING No. R0000

REGION ONE

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801

VICINITY MAP

SEC.10, T.16 N., R. 16 W.

SOUTHWESTERN MONTANA

SCALE: NO SCALE

SCALE: NO SCALE

T. 12 N.

T. 13 N.

R . 1

W

R . 2

W

U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE, REGION ONE

PROPOSED WATER SYSTEM PLANS FOR:

GRIZZLY CAMPGROUND WATER

SYSTEM IMPROVEMENTS

LOLO NATIONAL FOREST

MISSOULA RANGER DISTRICT

GRANITE COUNTY, MONTANA

THIS

PROJECT

THIS

PROJECT

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US I-90

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BREWSTER CREEK

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Sheet: 2 of 4Drawn By:RS Designed By:AJM

Drawing Checked:JM Design Checked: JM

GAOA SUPPORT - LOLO NATIONAL FOREST -

GRIZZLY CAMPGROUND

WATER SITE PLAN

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801

NOTES:

1. WATER ALIGNMENT IS SCHEMATIC IN NATURE, CONTRACTOR SHALL STAKE PROPOSED ROUTE

AND REVIEW WITH C.O. PRIOR TO EXCAVATION. CONTRACTOR SHALL AVOID REMOVAL OF TREES

IN SELECTION OF ALIGNMENT.

2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE TO THE LATEST VERSION OF MONTANA

PUBLIC WORKS STANDARD SPECIFICATIONS, NATIONAL ELECTRICAL CODE (NEC) AND NFPA 70.

3. ALL NEW WATER SERVICE LINES SHALL BE BURIED AT 2 FT MINIMUM. ALL NEW WATER LINES

FROM THE WELL TO WELL CONTROL BUILDING SHALL BE BURIED 6 FT MINIMUM.

4. ALL NEW WATER SERVICE LINES SHALL BE BURIED TO SLOPE TO THE WINTERIZATION DRAINAGE

VAULT.

5. ALL HDPE FITTINGS SHALL BE ELECTRO-FUSED UNLESS NOTED OTHERWISE.

6. ELECTRICAL CONDUIT SHALL BE PLACED WITH 18-IN HORIZONTAL SEPARATION TO PROPOSED WATER LINE AND SHALL BE AT 24-IN COVER. HAND HOLE(S) /PULL BOX(ES) SHALL BE SPACED

PER NEC/NFPA 70.

7. ALL SUBMITTALS SHALL BE ROUTED TO CONTRACTING OFFICER (CO) FOR APPROVAL.

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SCALE IN FEET

50250

HORIZONTAL SCALE

1" DR-9 HDPE, PE 4710

WATER SERVICE LINE

(24" MIN COVER)

SLOPE SERVICE LINE TO DRAIN VAULT

BID OPTION #1

1" DR-9 HDPE, PE 4710

WELL SERVICE LINE

(72" MIN COVER)

1" DR-9 HDPE, PE 4710

WATER SERVICE LINE, (MIN. 24" COVER)

SLOPE SERVICE LINE TO DRAIN VAULT

RANCH CREEK

EXISTING 6" WELL,

REMOVE AND SALVAGE EXISTING

HAND PUMP TO GOVERNMENT,

REMOVE AND DISPOSE OF CONCRETE SPLASH PAD,

INSTALL CAST IRON VENTED AND SCREENED

WELL CAP, BAKER MONITOR 6WE1 OR EQUAL,

INSTALL 1 14" SLIDE STYLE PITLESS ADAPTER,

MONITOR 100BTLF OR EQUAL

INSTALL 10 GPM WELL PUMP 10 FT ABOVE BOTTOM

OF WELL TERMINATION

CAMP POST HYDRANT,

WITH CONCRETE SPLASH BLOCK AND GRAVEL

ACCESS CONNECTED TO EXISTING GRAVEL ROAD

BID OPTION #1

CAMP POST HYDRANT,

WITH CONCRETE SPLASH

BLOCK AND GRAVEL

ACCESS CONNECTED TO

EXISTING GRAVEL ROAD

GRIZZLY CAMPGROUND EAST LOOP

GRIZZLY CAMPGROUNDWEST LOOP

PRECAST CONCRETE WELL

CONTROL BUILDING, SEE SHEET 3

1" DR-9 HDPE TEE

ELECTRICAL CONDUIT AND

WELL CONDUCTOR, CONTRACTOR SHALL

SIZE CONDUCTOR AND CONDUIT, PROVIDE PULL

BOX/HAND HOLE SPACING PER NEC/NFPA70

ELECTRICAL SERVICE, COORDINATE PLACEMENT

WITH MISSOULA ELECTRIC COOP.

MISSOULA ELECTRIC COOP TRANSFORMER

1016314280 LOCATED AT RANCH CREEK ROAD

INTERSECTION +/- 190 FEET NORTH OF RANCH CREEK

EXISTING WELL

REMOVE AND SALVAGE EXISTING

HAND PUMP TO GOVERNMENT

REMOVE AND DISPOSE

OF CONCRETE SPLASH PAD

WATER DRAIN VAULT

5 FT WIDE GRAVEL ACCESS WALK

TO WELL CONTROL BUILDING

WATER SYSTEM VALVE

AND DRAIN VAULT

BID OPTION #1

WATER SYSTEM VALVE

AND DRAIN VAULT

1" DR-9 HDPE, PE 4710

WELL SERVICE LINE

(72" MIN COVER)

ENLARGED WELL CONTROL BUILDINGS SITE PLAN

SCALE: 1" = 20'

SEE ENLARGED SITE PLAN DETAIL

10.00'

5.00'

BID OPTION #1 (DEDUCTIVE):

1. OMIT 1" DR - 9 HDPE WATER SERVICE LINE FROM THE SERVICE LINE

TEE TO THE WATER CAMP POST HYDRANT LOCATE IN THE EAST

CAMPGROUND LOOP.

2. OMIT EAST CAMP LOOP CAMP POST HYDRANT AND APPURTENANT

WORK FOR CAMP POST HYDRANT.

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Sheet: 3 of 4Drawn By:RS/AJM Designed By:AJM

Drawing Checked:JM Design Checked:JM

GAOA SUPPORT - LOLO NATIONAL FOREST -

GRIZZLY CAMPGROUND

WELL CONTROL BUILDING SECTION AND PLAN

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801

WATER KEY NOTES:

No. DESCRIPTION

1. PRECAST CONCRETE WELL CONTROL BUILDING.

2. 1-INCH DR-9 HDPE WATER LINE, PE 4710

3. 1-INCH HDPE X NPT TRANSITION FITTING

4. 1-INCH x 1 14 - INCH REDUCER

5. 1 14 - INCH SCHD 40 GALVANIZED WATER LINE

6. 1 14 - INCH UNION

7. 1 14 -INCH NPT CHECK VALVE

8. 1

2 - INCH BALL VALVE

9. 1 14 - INCH BALL VALVE

10. DISCHARGE BEND WITH BUG SCREEN WITH #24

SST MESH SCREEN, TERMINATE 24 INCH ABOVE

GRADE AND CONCRETE SPLASH BLOCK

11. 1

2" PRESSURE RELIEF VALVE, WATTS LF53 SET AT

75 PS, OR EQUAL

12. 3

4 - INCH BADGER RECORDALL DISC SERIES FLOW

METER, OR EQUAL

13. 1 14 - INCH METER BYPASS LOOP

14. MANUAL PRESSURE GAUGE

15. WELL CONTROL PRESSURE SWITCH, SET AT 40-60

PSI

16. UV WHOLE HOME SYSTEM, VIQUA 200-F10, OR

EQUAL, 30mJ/cm2 AT 9 GPM.

17. WELL CONTROL PANEL, 34 HP FRANKLIN

CB-3/4-230-60-Q OR EQUAL

18. SMOOTH BORE SAMPLE TAP

19. HYDROPNEUMATIC PRESSURE TANK, WELL X

TROL WX-255 OR EQUAL

20. FLOOR DRAIN, ROUTE DISCHARGE TO

WINTERIZATION DRYWELL

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8'-0"

6'-0"

GENERAL NOTES:

1. BUILDING FLOOR, WALLS AND ROOF TO BE PRE-FABRICATED

CONCRETE AT SUPPLIER'S SITE AND SHIPPED TO THE SITE AS A

FULLY CONSTRUCTED UNIT.

2. SUPPLIER TO PROVIDE CALCULATIONS AND SHOP DRAWINGS

PRIOR TO FABRICATION THAT ARE STAMPED BY A P.E. IN THE

STATE OF MONTANA TO C.O. FOR APPROVAL PRIOR TO

FABRICATION.

3. PREPARATION OF BUILDING PAD SHALL CONSIST OF CLEARING

SITE AREA OF ALL ORGANIC MATERIAL INCLUDING

VEGETATION, ROOTS, SURFACE DEBRIS, AND OTHER ORGANIC

OR OBJECTIONABLE MATERIAL AND REROUTING OF ANY

IRRIGATION LINES TO MAINTAIN FUNCTION. NATIVE SUBGRADE

SHALL BE COMPACTED TO 95% OF MAX DENSITY AS

DETERMINED BY ASTM D698. PLACE 12" OF 3/4" MINUS

GRANULAR STRUCTURAL FILL COMPACTED TO 98% OF MAX

DENSITY AS DETERMINED BY ASTM D698. SURFACE OF FILL

SHALL BE SMOOTH AND LEVEL SO THAT BUILDING FLOOR

PANEL IS UNIFORMLY SUPPORTED. FINAL FILL SURFACE IS TO

BE INSPECTED AND APPROVED BY THE C.O. PRIOR TO BUILDING

PLACEMENT.

4. ALL WATER PIPE ABOVE GRADE WITHIN INTERIOR OF PUMP

HOUSE UNLESS OTHERWISE NOTED SHALL BE SCHD 40

GALVANIZED PIPE.

5. ALL FITTINGS, VALVES AND APPURTENANCES SHALL BE

COMPLIANT WITH NSF 61 AND NSF 372 AS LEAD FREE

PLUMBING.

6. ALL PIPING IS SHOWN SCHEMATICALLY, TEES, REDUCERS AND

BENDS MAY NOT BE CALLED OUT, CONTRACTOR SHALL BE

RESPONSIBLE TO PROVIDE FITTINGS AND APPURTENANCES

FOR COMPLETE SYSTEM PLUMBING.

7. CONTRACTOR SHALL PROVIDE PIPE SUPPORTS FOR PLUMBING.

WALL SUPPORTS ARE ACCEPTABLE, ALL MOUNTS SHALL BE

SIZED FOR APPROPRIATE EQUIPMENT WEIGHT. PROVIDE

SUBMITTALS OF PIPE SUPPORTS TO C.O. FOR APPROVAL.

MAINTAIN 36" CLEARANCE

ELECTRICAL KEYNOTES

NO. DESCRIPTION

PROVIDE 4-FT INDUSTRIAL LED STRIP LIGHT (LITHONIA

ZL1N-L48-5000LM-FST-MVOLT-35K-80 CRI, OAE)

MOUNTED TO STRUCTURE. CONTROL VIA OCCUPANCY

SENSOR LIGHT SWITCH.

PROVIDE LED WALL PACK, WITH FULL CUT-OFF. PROVIDE

WITH INTEGRAL PHOTOCELL (LUMARK XTOR2B-Y, OAE).

MOUNT AT +7FT AFG.

CONCRETE SPLASH BLOCK

ELECTRICAL PANEL, PROVIDE ELECTRICAL

PANEL TO MEET MISSOULA ELECTRIC

SERVICES RULES AND REGULATIONS

ELECTRICAL PROJECT GENERAL NOTES

A. PRIOR TO BID CONTRACTOR SHALL VISIT THE SITE. NOT ALL WORK REQUIRED

TO COMPLETE THE PROJECT IS SHOWN ON THE DRAWINGS. THE

CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH ALL THE WORK

REQUIRED TO COMPLETE THE PROJECT IN ADDITION TO THE LOCAL

CONDITIONS AND INCLUDE SAID WORK IN THE BID.

B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL

ELECTRICAL SERVICE WORK WITH UTILITY. CONTRACTOR PAYS ALL FEES,

CONTRACTOR DOES ALL SCHEDULING AND COORDINATION OF WORK. IT IS

THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL

SCHEDULES ARE MET.

C. GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN

ACCORDANCE WITH NECA 1, "STANDARD PRACTICES FOR GOOD

WORKMANSHIP IN ELECTRICAL CONTRACTING." THIS PUBLICATION IS

AVAILABLE FROM NECA BY TELEPHONE AT 301-657-3110 OR ON-LINE AT

WWW.NECANET.ORG.

D. CONDUCTORS ARE SIZED PER THE 75 DEGREE C RATING COLUMN OF NEC

TABLE 310.16. IF THE TERMINAL USED FOR A TERMINATION OF A PARTICULAR

CONDUCTOR IS NOT MARKED, OR THE TERMINAL IS MARKED FOR 60 DEGREE

C CONDUCTORS, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EITHER

ADJUST THE AMPACITY OF THE CONDUCTOR TO MATCH THE 60 DEGREE

COLUMN OF TABLE 310.16, OR REPLACE THE TERMINAL WITH ONE RATED FOR

AT LEAST 75 DEGREES C.

E. BASED ON ACTUAL HOMERUN LENGTHS REQUIRED IN THE FIELD, THE

CONTRACTOR SHALL CALCULATE AND INCREASE THE WIRE SIZES AS

REQUIRED TO LIMIT BRANCH CIRCUIT VOLTAGE DROP TO 3%. FOR 20A

BRANCH CIRCUITS THE MINIMUM CONDUCTOR SIZES SHALL BE AS FOLLOWS:

#10 AMG CU FOR RUNS BETWEEN 100 AND 200 LINEAR FEET, #8 AWG CU FOR

RUNS BETWEEN 200 AND 325 LINEAR FEET, AND AS CALCULATED BY THE

CONTRACTOR FOR CIRCUITS EXTENDING BEYOND 325 LINEAR FEET. IN ALL

CASES WHERE WIRE SIZES INCREASE, THE CONTRACTOR SHALL PROVIDE

LARGER CONDUITS AS REQUIRED.

F. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH 120V BRANCH

CIRCUIT.

G. CONDUIT SHALL BE SURFACE MOUNT.

GROUT FLOOR PENETRATIONS

GRAVEL BASE PER NOTE 3.

AutoCAD SHX Text S

AutoCAD SHX Text

OS

Sheet: 4 of 4Drawn By:AJM Designed By:AJM

Drawing Checked:JM Design Checked:JM

GAOA SUPPORT - LOLO NATIONAL FOREST -

GRIZZLY CAMPGROUND

WATER SYSTEM DETAILS

©COPYRIGHT

MORRISON-MAIERLE, INC.

engineers surveyors planners scientists

MorrisonMaierle 1055 Mount Avenue Missoula, MT 59801 Phone: 406.542.8880 Fax: 406.542.4801

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4"

6"

SLOPING, BENCHING OR SHORING

SYSTEMS AS REQUIRED TO COMPLY

WITH O.S.H.A REGULATIONS

DETECTABLE WARNING

TAPE AT 18" DEPTH

TRACER

WIRE

PIPE BEDDING

PLACED IN 6" MAX.

LAYERS AND COMPACTED

AS SPECIFIED.

PIPE BEDDING

WHERE REQUIRED

FOR

SOFT OR UNSTABLE

FOUNDATION.

RESTORE ROAD SURFACE TO

MATCH EXIST. WITH MIN. 6"

THICK CRUSHED BASE COURSE

AND 6" SELECT SUBGRADE FILL12"

12"EXISTING

GRADE

8"

TYPE "A" TRENCH BACKFILL

UNLESS OTHERWISE

SPECIFIED

MAX. TRENCH WIDTH

PIPE DIA. + 36"

MIN. TRENCH WIDTH

PIPE DIA. +24"

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SE

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UNIMPROVED AREA

SURFACE RESTORATION

ROADWAY

SURFACE RESTORATION

MOUND TOP SOIL OVER

TRENCH

TRENCH DETAIL

N.T.S.

SUBGRADE

18"

24"

PUMP CONTROL CABLE WHERE

REQUIRED

WARNING TAPE AT 12" DEPTH

PROVIDE PIPE BEDDING 4" DEPTH

BELOW AND ABOVE CABLE

MIN. TRENCH

WIDTH IS 12"

12" VALVE BOX EXTENSION AS NECESSARY

1 1/2" WASHED DRAIN ROCK

WOVEN GALVANIZED WOVEN WIRE

1" SQUARE FOR SEPARATION

NON-WOVEN GEOTEXTILE

MIFARI 140NL,

OR APPROVED EQUAL

48" SQ.

24"

6"

SLOPE TO DRAIN

12"

AS REQUIRED

NOTE:

1. WINTERIZATION DRAINAGE VALVE SHALL BE

LOCATED AT LOW POINT IN WATER MAIN

ALIGNMENT.

WOVEN GALVANIZED WOVEN WIRE

1/2" SQUARE FOR SEPARATION

WATER MAIN TEE

SEE PLAN

WATER SYSTEM DRAIN VAULT DETAIL

N.T.S.

PLASTIC VALVE BOX WITH LOCKABLE LID.

CARSON, BROOKS, AMETEK OR APPROVED EQUAL.

8-INCH BOX EXTENSION AT EACH INSTALL

17" X 12" PLASTIC VALVE BOX WITH LOCKABLE LID.

CARSON, BROOKS, AMETEK OR APPROVED EQUAL.

8-INCH BOX EXTENSION AT EACH INSTALL

SLOPE

4'-0"

6'-0"

3'-9"

1'-0"

6"

2'-0"

1'-6"

2"

2"3

4"

30°

3'-0"

6"

1'-6"

4"

1/8" COUNTER SINK

FOR 4" X 5-1/2" CORK

STAINLESS STEEL

PLATE 5"X5"X1

8" TO

COVER VALVE

ACCESS HOLE.

4"

DRAIN ROCK

PLAN VIEW

NOT TO SCALE

SECTIONAL

NOT TO SCALE

SECTIONAL

NOT TO SCALE

HAWS 6252EHLF

BIB FAUCET

1/2" X 3/4"

ELBOW

3/4" NPT SUPPLY

COMPACTED SURFACE

EXIST. GRADE

1-1/2" Ø

DRILL 2" HOLE TO ACCESS VALVE

CURB STOP VALVE

ATTACHED W/ SS SCREWS

REMOVABLE PANELPLANE INSIDE SURFACE

FULL LENGTH

USE 1/2 X 3-1/2" NIPPLE

WITH SLIP-ON FLANGE

FOR ESCUTCHEON.

HAWS 6252EHLS

TWO PLASTIC 4X6

WITH 30 DEGREE ANGLE

(8) 1/2" HEX HEAD GALV. BOLTS

WITH FLAT WASHERS AND

COUNTER SUNK BOTH ENDS.

3/4" GALV. STEEL PIPE

ROUTE HOLE IN FRONT

POST FOR PIPE.

CURB STOP VALVE

CUT BACK 4X6

CRUSHED ROCK

CONCRETE FOOTING

(USE (2) 16" X 8" X 8"

CONCRETE BLOCKS).

TIE BLOCKS TO THE POST

WITH STEEL WIRE TO

SECURE WHILE

BACKFILLING & COMPACTION.

CAMPGROUND WATER HYDRANT WITH CONCRETE PAD DETAIL

NOT TO SCALE

NOTE:

1. WATER SERVICE TO CAMPGROUND HYDRANT

SHALL NOT BE LOCATED UNDER THE CONCRETE

SLAB. SERVICE SHALL APPROACH HYDRANT

OUTSIDE OF EXTENTS OF CONCRETE AND SHALL

BE LOCATED UNDER WASHED DRAIN ROCK TO RISER.

1" HDPE SERVICE LINE

1" NPT BUTT FUSION HDPE

TRANSITION COUPLING

1" HDPE SERVICE LINE

RADIUS SWEEP

6'-0"

6'-0"

3'-0"

4'-6"

TWO PLASTIC

4x6 POSTS

HAWS 6252EHLS

1-2% SLOPE IN

DIRECTION OF

GROUND

SLOPE

4" CRUSHED ROCK

4" CONCRETE SLAB.

SEE ALTERNATE

FOR GRAVEL PAD

#4 REBAR

18" O.C.E.W.

LENGTH AS REQ'D

GALV. WOVEN WIRE CLOTH.

4x4 MESH PER INCH, 0.026 GA.

WIRE. EXTEND AROUND PIPE

OPENINGS.

NOTCH PVC RISER TO

ACCEPT WATER PIPE

6" DIA, SCHEDULE 40 PVC PIPE

FINISHED GRADE

COMPACTED FILL

BALL VALVE

PER SPECS.

SIZE AS SHOWN

ON PLANS

12" x 12" x 2" MIN. THICKNESS

CONCRETE BLOCK

VALVE AND VALVE BOX - NON-ROAD INSTALLATION

NOT TO SCALE

WATER LINE MARKER PER

SPECIFICATIONS

PLASTIC VALVE BOX WITH

LOCKABLE LID.

CARSON, BROOKS, AMETEK OR

APPROVED EQUAL.

8-INCH BOX EXTENSION AT EACH

INSTALL