B08-Sectdion_J_-_Attachment_2-GLAC_307606_Swiftcurrent_Water_System_CDs_Drawings_March_2024-Stamped-draft_3.pdf

PDF 44 MB Posted Jun 12, 2024

Attached to: GLAC 307606 - Replace Swiftcurrent Water Distribution System
Solicitation number: 140P2024R0083
Issued by: Department of the Interior National Park Service National Office

About this file

Written by GovTribe AI · Jun 12, 2024

This document appears to be a set of construction drawings for the GLAC 307606 - Replace Swiftcurrent Water Distribution System project located in Glacier National Park, Montana. The related federal contract opportunity is a Special Notice solicitation (Solicitation Number: 140P2024R0083) issued by the Department of the Interior National Park Service National Office for the replacement of the Swiftcurrent water distribution system. The drawings provide detailed design specifications and plans for the water system replacement project, including site plans, piping layouts, material schedules, and construction details. No additional details on the scope of work, timeline, pricing, or set-asides are provided in this specific document.

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B01_Special_Notice_3.pdf	PDF	Jun 12, 2024
B08-Section_J-Attachment_1_-Swiftcurrent_Construction_Specifications_05222024-1432-draft_3.pdf	PDF	Jun 12, 2024

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ST. MARY

BABB

WEST

GLACIER

ALBERTACANADA

MONTANAUNITED STATES

DUCK LAKE ROAD

T H

W Y.

CARDSTON

KIOWA

EAST

GLACIER

ESSEX

OLE CREEKPARK

CREEK

CUT BANK

WALTON

NYACK CREEKHARRISON

LAKE

McD

ONALD

LOGGING

LAKE

QUARTZ

LAKE

BOWMAN

LAKE

CAMAS CREEK

OND

A CREEK

KINTLA

LAKE

UPPER

WATERTON

LAKECANADA

UNITED STATES

MONTANA

BRITISH COLUMBIA

MIDDLE

WATERTON

LAKE

GLENNS

LAKE

COSLEY

LAKE

BELL

GOAT

HAUNT

BELLY

RIVER

V.C.

ST. MARY

LAKE

TWO MEDICINE

ENTRANCE

TWO

MEDICINE

MANY

GLACIER

RISING SUN

LOGAN

PASS

V.C.

SHERBURNE

LAKE

HQ.

WEST

ENTRANCE

SPRAGUE

CREEK

FISH CREEK

AVALANCHE

CREEK

POLEBRIDGE

ENTRANCE

POLEBRIDGE

COLUMBIA

FALLS

BURLINGTON

NORTHERN

RAILROAD

GLACIER COUNTY

PONDERA COUNTY

MIDDLE

FORK FLATHEAD

RIVER

WATERTON

LAKES

NATIONAL

PARK

ROAD

GOING-TO- THE- SUN

FLATHEAD CO.

GLACIER CO.

CONTINENTAL

DIVIDE

CONTINENTAL

DIVIDE

NORTH FORK

FLATHEAD

RIVER

. M

CHIEF MOUNTAIN

INTERNATIONAL

HWY.

HUNGRY

HORSE

LAKE

HUDSON

BAY

DIVIDE

KALISPELL,

MONTANA

BROWNING,

MONTANA

LEWIS & CLARK

NATIONAL

FOREST

FLATHEAD

NATIONAL

FOREST

V.C.

APGAR

CAMAS CREEK

ENTRANCE

LOGGING

CREEK

FLATHEAD

NATIONAL

FOREST

RTH FO

RK RD.

FLATHEAD

PROVINCIAL

FOREST

BLACKFEET

INDIAN

RESERVATION

HUDSON BAY

DIVIDE

CUSTOMS

STATION

CUSTOMS

STATION

ENTRANCE

MANY

GLACIER

SWIFTCURRENT

BROWNING,

MONTANA

WHITEFISH,

MONTANA

CUSTOMS

STATION

LAKE

McDONALD

LODGE

MONTANA

CANADA

UNITED STATES

MONTANA

BRITISH COLUMBIA

ALBERTA

MONTANA

CARDSTON

GREAT

FALLS

KALISPELL

FLATHEAD

LAKE

CONTINENTAL

DIVIDE

GLACIER

NATIONAL

PARK

ELKO

WATERTON

LAKES N.P.

SCALE OF MILES

SCALE OF KILOMETERS

4 0

4 8

PLEASE CHECK WITH PARK OFFICIALS.

SOME ROADS ARE CLOSED IN WINTER;

ON GOING-TO-THE-SUN ROAD, AND

VEHICLE SIZE RESTRICTIONS EXIST

NOTE

CAMPGROUND

PICNIC AREA

RANGER STATION

PARK HEADQUARTERS

VISITOR CENTER

HQ.

V.C.

STATE LINE

UNPAVED ROAD

COUNTY LINE

PAVED ROAD

PARK BOUNDARY

CREEK

LEGEND

SCALE OF MILES

30 0 30

UNESCO

STATE

NATIONAL PARK SERVICE

DENVER SERVICE CENTER REGION COUNTY

DEPARTMENT OF THE INTERIOR

UNITED STATES LOCATION WITHIN PARK

NAME OF PARK

TITLE OF DRAWING

MONTANA OF

PKG.

NO. SHEET

DRAWING NO.

THIS PROJECT

SWIFTCURRENT

REPLACE SWIFTCURRENT

WATER DISTRIBUTION SYSTEM

100% COMPLETE CONSTRUCTION DRAWINGS

177433

GLACIER2/2

3/2

4 8

:31 A

M LA

\72

.04

H Q

Sw iftc ur re nt

-C

D\ Dr aw ing s\D W

GLACIER NATIONAL PARK

INTERMOUNTAIN REGION

03.06.2024

100% FINAL CONSTRUCTION DRAWINGS

Draft

9/3 /21

:12

F :\1

IL3

\D W

.D W

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

177433

L. OTTEY

K. GAUTHIER

03.06.2024

REPLACE SWIFTCURRENT WATER DISTRIBUTION SYSTEM

GLACIER NATIONAL PARK

307606

SHEET INDEX

C1.0

SHEET INDEX

SHEET NO. SUBSHEET NO. SHEET TITLE

1 COVER

2 C1.0 SHEET INDEX

3 C1.1 LEGENDS & NOTES

4 C1.2 VICINITY MAP

5 C1.3 CONTROL POINT MAP

6 C1.4 DEMOLITION PLAN

7 C1.5 STAGING PLAN

8 C1.6 DRAINAGE PLAN

9 C1.7 TREE REMOVAL PLAN

10 C1.8 TRENCH PLAN (1)

11 C1.9 TRENCH PLAN (2)

12 C1.10 SHEET LAYOUT (1)

13 C1.11 SHEET LAYOUT (2)

14 C2.1 TANK TO DISTRIBUTION P&P (1)

15 C2.2 TANK TO DISTRIBUTION P&P (2)

16 C2.3 TANK TO DISTRIBUTION P&P (3)

17 C2.4 TANK TO DISTRIBUTION P&P (4)

18 C2.5 TANK TO DISTRIBUTION P&P (5)

19 C2.6 TANK FILL LINE P&P (1)

20 C2.7 TANK FILL LINE P&P (2)

21 C2.8 TANK FILL LINE P&P (3)

22 C2.9 TANK FILL LINE P&P (4)

23 C2.10 TANK FILL LINE P&P (5)

24 C2.11 LODGING AREA LOOP P&P (1)

25 C2.12 LODGING AREA LOOP P&P (2)

26 C2.13 LODGING AREA LOOP P&P (3)

27 C2.14 D CABINS LOOP P&P

28 C2.15 C CABINS LOOP P&P

29 C2.16 B CABINS LOOP P&P

30 C2.17 A CABINS LOOP P&P

31 C2.18 E CABINS LOOP P&P

32 C2.19 MAIN TO CAMPGROUND P&P

33 C2.20 UPPER CAMPGROUND LOOP P&P (1)

34 C2.21 UPPER CAMPGROUND LOOP P&P (2)

35 C2.22 UPPER CAMPGROUND LOOP P&P (3)

36 C2.23 UPPER CAMPGROUND LOOP P&P (4)

37 C2.24 UPPER CAMPGROUND LOOP P&P (5)

38 C2.25 UPPER CAMPGROUND LOOP P&P (6)

39 C2.26 LOWER CAMPGROUND LOOP P&P (1)

40 C2.27 LOWER CAMPGROUND LOOP P&P (2)

41 C2.28 LOWER CAMPGROUND LOOP P&P (3)

42 C2.29 CAMP LOOP CONNECTOR P&P

43 C2.30 NPS ADMIN AREA LOOP P&P (1)

44 C2.31 NPS ADMIN AREA LOOP P&P (2)

45 C2.32 NPS ADMIN AREA LOOP P&P (3)

46 C2.33 NPS ADMIN AREA - MINI LOOP P&P

47 C2.34 EXISTING WELL TO CHLORINATION BUILDING P&P

48 C2.35 NEW WELL P&P

49 C2.36 MAIN TO PICNIC P&P (1)

50 C2.37 MAIN TO PICNIC P&P (2)

51 C2.38 MAIN TO PICNIC P&P (3)

52 X1.1 CHLORINATION BUILDING PROCESS DEMOLITION

53 X1.2 CHLORINATION BUILDING ELECTRICAL DEMOLITION PHOTOS

54 C3.1 WELLS PLAN

55 C3.2 CHLORINATION BUILDING GENERATOR SHED SITE PLAN

56 C3.3 CHLORINATION BUILDING GENERATOR SHED

57 C3.4 CHLORINATION BUILDING PROCESS PLAN & SECTION

58 C3.5 TANK REHABILITATION PLAN & DETAILS

59 C4.1 TRENCH SECTION DETAILS

60 C4.2 CIVIL DETAILS 1

61 C4.3 CIVIL DETAILS 2

62 C4.4 CIVIL DETAILS 3

63 C4.5 CIVIL DETAILS 4

64 C4.6 CIVIL DETAILS 5

65 C4.7 CIVIL DETAILS 6

66 C5.1 WATER TANK ACCESS ROAD OVERVIEW

67 C5.2 WATER TANK ACCESS ROAD P&P (1)

68 C5.3 WATER TANK ACCESS ROAD P&P (2)

69 C5.4 WATER TANK ACCESS ROAD DETAILS (1)

70 C5.5 WATER TANK ACCESS ROAD DETAILS (2)

71 C5.6 WATER TANK ACCESS ROAD DETAILS (3)

72 C5.7 WATER TANK ACCESS ROAD DETAILS (4)

73 C5.8 WATER TANK ACCESS ROAD CROSS SECTIONS (1)

74 C5.9 WATER TANK ACCESS ROAD CROSS SECTIONS (2)

75 C5.10 WATER TANK ACCESS ROAD CROSS SECTIONS (3)

76 C5.11 WATER TANK ACCESS ROAD CROSS SECTIONS (4)

77 C5.12 MANY GLACIER ROAD TEMPORARY TRAFFIC CONTROL PLAN CONCEPT

78 C5.13 MANY GLACIER ROAD TEMPORARY TRAFFIC ADVANCE SIGNING

79 C5.14 MANY GLACIER ROAD TEMPORARY TRAFFIC CLOSURE WITH FLAGGERS

80 C6.1 TEMPORARY POTABLE WATER SUPPLY SYSTEM

81 C6.2 TEMPORARY FIRE PROTECTION SYSTEM

82 S1.1 STRUCTURAL NOTES AND STANDARD DETAILS

83 S1.2 STRUCTURAL PLANS AND SECTIONS

84 S1.3 STRUCTURAL DETAILS

85 E1.1 ELECTRICAL LEGEND

86 E1.2 ELECTRICAL ONE-LINE DIAGRAM

87 E1.3 CHLORINATION BUILDING GENERATOR SHED ELECTRICAL SITE PLAN

88 E1.4 GENERATOR SHED ELECTRICAL PLANS

89 E1.5 GENERATOR SHED ELECTRICAL SCHEDULES

90 E1.6 CHLORINATION BUILDING ELECTRICAL PLAN

91 E1.7 ELECTRICAL DETAILS

92 Y1.1 WATER SYSTEM P&ID

93 Y1.2 CHLORINE BUILDING BLOCK DIAGRAM

94 Y1.3 TELEMETRY CONTROL PANEL LAYOUT

95 Y1.4 TELEMETRY CP LAYOUT WIRING DIAGRAM

96 Y1.5 TELEMETRY CP DISCRETE INPUT WIRING DIAGRAM

97 Y1.6 TELEMETRY CP DISCRETE OUTPUT WIRING DIAGRAM

98 Y1.7 TELEMETRY CP ANALOG INPUT WIRING DIAGRAM

99 Y1.8 TELEMETRY CP ANALOG OUTPUT WIRING DIAGRAM

03.06.2024

Draft file:///F:/7268.04%20GNP%20HQ%20&%20Swiftcurrent%20DD-CD/Drawings/DWG/Civil/Swiftcurrent/Bases/COVER.DWG file:///F:/7268.04%20GNP%20HQ%20&%20Swiftcurrent%20DD-CD/Drawings/DWG/Civil/Swiftcurrent/Bases/COVER.DWG

FIRE HYDRANT

WATER METER

OHP OHP OHP

MAJOR CONTOUR

ROAD - ASPHALT

OVERHEAD POWER

TREE DRIPLINE

NATURAL GAS

SPOT ELEVATION

CONTROL POINT

UGU UGU UGU

EW(A) EW(A) EW(A)

3220.5

UGT UGT UGT UGT

NG NG NG NG NG

MINOR CONTOUR

ROAD - SHOULDER

UNDERGROUND POWER

UNDERGROUND TELEPHONE

DRAINAGE DITCH

X X X X X X

ES(D) ES(D) ES(D)

FENCE

TREE (EVERGREEN)

FIRE HYDRANT

WATER VALVE

WATER MANHOLE

BLOWOFF

SPRINKLER

SEWER MANHOLE

CLEANOUT

IRRIGATION VALVE

TELEPHONE PEDESTAL

TELEPHONE MANHOLE

ELECTRIC METER

PAD MOUNTED TRANSFORMER

MISC UTILITY MANHOLE/VAULT

LIGHT POLE

UTILITY POLE

GUY WIRE

EW(D) EW(D) EW(D)

6-INCH WATER MAIN

WATER SERVICE

W 6''

WS WS WS WS

GATE VALVE

AC ASBESTOS CONCRETE

APPROX. APPROXIMATELY

ARV AIR RELEASE VALVE

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

AWWA AMERICAN WATER WORKS ASSOCIATION

BC BLUE CAP

CD CONSTRUCTION DOCUMENTS

C.I. CAST IRON

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

CP CONTROL POINT

DD DESIGN DEVELOPMENT

DEG DEGREE

DEQ DEPARTMENT OF ENVIRONMENTAL QUALITY

DI DUCTILE IRON

LEGEND-EXISTING LEGEND-PROPOSED ABBREVIATIONS

GENERAL NOTES

1. THE UTILITIES SHOWN IN THESE DRAWINGS ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. ALL UTILITIES MAY NOT BE SHOWN AND THOSE WHICH ARE SHOWN MAY NOT BE SHOWN ACCURATELY. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR FIELD LOCATING TO DETERMINE EXACT LOCATIONS, ELEVATIONS AND SIZES OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL NPS AND NON-NPS OWNED UTILITIES. REPAIR OR REPLACE ANY DAMAGED EXISTING UTILITIES, AS SPECIFIED IN SECTION 011100 "SUMMARY OF WORK". CONTRACTOR SHALL MAINTAIN A MINIMUM OF 1 FOOT VERTICAL SEPARATION BETWEEN ALL EXISTING DRY UTILITIES AND NEW WATER INSTALLATIONS, AND A MINIMUM OF 1.5 FOOT VERTICAL SEPARATION BETWEEN ALL EXISTING SEWER MAINS OR SERVICES AND NEW WATER INSTALLATIONS. WATER MAIN MUST BE LAID EDGE TO EDGE 10

FEET HORIZONTALLY FROM ANY EXISTING SEWER MAIN.

2. MAINTAINING WATER SERVICE TO ALL BUILDINGS WILL NOT BE REQUIRED DURING CONSTRUCTION. INSTALL TEMPORARY WATER PIPING & APPURTENANCES FOR BUILDINGS THAT WILL BE OCCUPIED DURING CONSTRUCTION.

COORDINATE WITH CO.

3. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL REVIEW THE SITE PLANS AND DETERMINE THE CONDITIONS WITH REGARD TO THE EXISTENCE OF FENCES, DRIVEWAYS, TREES, BOULDERS, SIDEWALKS, CULVERTS, UTILITIES AND OTHER SITE IMPROVEMENTS AND MISCELLANEOUS OBSTACLES THAT MAY INTERFERE WITH CONSTRUCTION PRIOR TO SUBMITTING PROPOSALS.

4. PROVIDE TEMPORARY SUPPORT FOR EXISTING WET (WATER, SANITARY SEWER, ETC.) AND DRY UTILITIES (GAS, POWER, ETC.) THAT CROSS THE TRENCH UNTIL BACKFILLING OF TRENCH IS COMPLETE.

5. EXISTING ASBESTOS CEMENT PIPING, IF ENCOUNTERED IN THE TRENCH, SHALL BE ABANDONED IN-PLACE. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REGULATIONS REGARDING ASBESTOS CEMENT PIPE. IF ABANDONMENT

IS NOT POSSIBLE, COORDINATE WITH CO.

6. CONSTRUCTION SHALL COMPLY WITH ENVIRONMENTAL PROTECTION AGENCY REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, AND STATE OF MONTANA REGULATIONS.

7. THE CONTRACTOR SHALL ONLY DISTURB WITHIN THE LIMITS OF DISTURBANCE SPECIFIED AND SHOWN ON THE CONSTRUCTION DRAWINGS. NO GROUND DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS UNLESS APPROVED BY THE CONTRACTING OFFICER. ALL DISTURBANCE AREAS MUST BE RESTORED TO PRE-CONSTRUCTION OR BETTER CONDITIONS AT THE COMPLETION OF WORK.

8. THE CONTRACTOR SHALL REROUTE/ FIELD FIT ANY SERVICE LINES (WITH APPROVAL FROM CO) TO AVOID TREE REMOVAL AS MUCH AS POSSIBLE. ALL FINAL FIRE HYDRANT AND YARD HYDRANT LOCATIONS SHALL BE COORDINATED

AND APPROVED IN THE FIELD BY THE CO.

9. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING AND MAINTAINING A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AS SPECIFIED IN SECTION 015723. THE CONTRACTOR SHALL NOT INTRODUCE OR TRANSPORT EXOTIC AND NON-NATIVE PLANTS INTO THE PARK. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ROADSIDE DITCHES, SWALES AND PREVENT EROSION THROUGHOUT THE PROJECT.

10. THE CONTRACTOR WILL COORDINATE ALL WORK WITH THE NPS-PROVIDED ARCHEOLOGICAL MONITOR WHEN TRENCHING OR EXCAVATING.

11. STRIP TOPSOIL AND WINDROW FOR REPLACEMENT AS SPECIFIED IN ALL AREAS OF EXCAVATION AND DISTURBANCE. WINDROWS SHOULD BE 9 FEET OR LESS IN HEIGHT.

12. RESTORE ALL SURFACES DISTURBED AS SPECIFIED AND SHOWN ON THE CONSTRUCTION DRAWINGS. WHERE ASPHALT WALKWAYS ARE DISTURBED, REPLACE IN-KIND.

13. IN ANY AREA WHERE OPEN TRENCHING IS USED, BOARDS SHALL BE PLACED TO PROVIDE WILDLIFE TO EXIT TRENCH IN THE CASE THAT THEY FALL IN. BOARDS SHALL HAVE A ROUGH OR RAISED SURFACE ON THE UPWARD FACING

SURFACE TO PROVIDE TRACTION PER DETAIL F/C4.3.

14. CONTRACTOR MUST CONSTRUCT THE WATERLINE WITHIN THE MAIN ROAD CORRIDOR FROM ~STA 21+00 TO STA 22+90.20, STA 51+00 TO STA 53+00 AND STA 220+00 TO STA 230+48 N FALL 2024, STARTING OCTOBER 1. CONTRACTOR

TO COORDINATE WITH FHWA CONTRACTOR AND NPS.

15. TRACER WIRE IS REQUIRED ON ALL PIPE INSTALLATION AND SHALL BE CONSISTENLY RUN INTO A TRACER WIRE BOX WHEN BROUGHT TO DAYLIGHT.

16. EVERY ATTEMPT HAS BEEN MADE TO ENSURE THE ACCURACY OF THE DRAWINGS THROUGH FIELD VERIFICATION & EXISTING PLAN REVIEW. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EXISTING CONDITIONS, SIZES, QUANTITIES, & TO COORDINATE ALL ASPECTS OF THE PROJECT BEFORE CONSTRUCTION, ORDERING, AND INSTALLATION OF ANY COMPONENT. NOTIFY CONTRACTING OFFICER IMMEDIATELY FOR WRITTEN CLARIFICATION IF ANY

DISCREPANCY EXISTS.

17. DRAWINGS CONTAINED WITHIN THESE DOCUMENTS ARE ABBREVIATED IN NATURE. THE CONTRACTOR IS EXPECTED TO USE QUALITY, ACCEPTABLE, CONSTRUCTION PRACTICES & TECHNIQUES FOR THE EXTENT & TYPE OF WORK

DESCRIBED HEREIN.

18. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STANDARDS & REGULATIONS AS PRESCRIBED BY THE 2018 INTERNATIONAL PLUMBING CODE, THE ARCHITECTURAL BARRIERS ACT, & ANY APPLICABLE LOCAL CODES &

REGULATIONS.

19. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ACCURATE AS-BUILT INFORMATION.

20. DO NOT SCALE DRAWINGS. VERIFY ALL EXISTING DIMENSIONS IN THE FIELD. IF A DIMENSION DOES NOT EXIST OR IS IN ERROR, CONTACT THE CONTRACTING OFFICER IMMEDIATELY FOR WRITTEN CLARIFICATION.

21. CONTRACTOR(S) SHALL GUARANTEE THEIR WORK FOR A PERIOD OF NO LESS THAN ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. CONTRACTOR(S) SHALL REPLACE ALL DEFECTIVE PARTS & SUPPLIES AT THEIR COST.

22. CONTRACTOR SHALL SUPPLY ALL PARTS, MATERIALS, & LABOR REQUIRED TO COMPLETE THE WORK INDICATED. THIS INCLUDES ALL ACCESSORIES, FINISHES, & SYSTEMS NECESSARY AND APPLICABLE TO ENSURE A COMPLETE &

FUNCTIONAL PROJECT UPON COMPLETION.

23. ANY ITEM SHOWN OR REFERENCED IN ONE INSTANCE SHALL BE AS IF SHOWN IN ALL INSTANCES.

24. CONTRACTOR IS TO REFER TO ALL DRAWINGS, SPECIFICATIONS, AND REQUIREMENTS OF CONTRACT INCLUDED FOR DESCRIPTION OF THE WORK. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL REQUIREMENTS. AMONG THE DRAWINGS, SPECIFICATIONS, REQUIREMENTS OF CONTRACT, THE WORK OF ALL THEIR EMPLOYEES, SUB-CONTRACTORS, SUB-SUB-CONTRACTORS, AND ANY PERSON OR TRADE PARTICIPATING IN ANY ASPECTS OF THE

WORK.

SECTION OR DETAIL

IDENTIFICATION SYMBOLS

IN INCH

INV. INVERT

L ARC LENGTH

LF LINEAR FEET

MAX. MAXIMUM

MH MANHOLE

MIN. MINIMUM

MJ MECHANICAL JOINT

MT MONTANA

N NORTHING

NAD83 NORTH AMERICAN DATUM OF 1983

NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988

NO. NUMBER

NPS NATIONAL PARK SERVICE

NTS NOT TO SCALE

O.D. OUTSIDE DIAMETER

O.S.H.A OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

HISTORIC FENCE CORNER - SET

5/8"x24" REBAR WITH 1 3/4"

ORANGE PLASTIC CAP MARKED

LUEBKE DJA, PC 13237 LS

10-INCH WATER MAIN

8-INCH WATER MAIN

W 10''

W 8''

DYH

W WELL

EXCAVATION DISTURBANCE LIMITS

BLOW-OFF

YARD HYDRANT

BENDS/TEE/CROSS

4-INCH WATER MAIN

W 4''

3-INCH WATER MAIN

W 3''

FIRE HYDRANT SERVICE

FS FS FS FS

AIR RELEASE VALVE

SYMBOLS-PROPOSED

SYMBOLS-EXISTING

YARD HYDRANT

WATER PUMPOUT

ARV

ES(A) ES(A) ES(A)

SANITARY SEWER - QUALITY LEVEL D (FROM

EXISTING UTILITY RECORDS ONLY, APPROXIMATE,

NOT FIELD VERIFIED, LOWEST LEVEL OF QUALITY)

SANITARY SEWER - QUALITY LEVEL A (LOCATED

IN THE FIELD, HIGHEST LEVEL OF ACCURACY)

WATER MAIN - QUALITY LEVEL D (FROM EXISTING

UTILITY RECORDS ONLY, APPROXIMATE, NOT

FIELD VERIFIED, LOWEST LEVEL OF QUALITY)

WATER MAIN - QUALITY LEVEL A (LOCATED IN THE

FIELD, HIGHEST LEVEL OF ACCURACY)

ROAD - GRAVEL

- CIRCLE IS TRUNK DIAMETER

/WATER BOTTLE FILLING STATION

DIA. DIAMETER

DR DIMENSION RATIO

DWG DRAWING

E EASTING

EG EXISTING GROUND

ELEV ELEVATION

ETC ET CETERA

FHWA FEDERAL HIGHWAY ASSOCIATION

FND FOUND

FT FEET

GLAC GLACIER NATIONAL PARK

GPS GLOBAL POSITIONING SYSTEM

HDD HORIZONTAL DIRECTIONAL DRILLING

HDPE HIGH DENSITY POLYETHYLENE

HQ HEADQUARTERS

I.D. INSIDE DIAMETER/DIMENSION

I.E. INVERT ELEVATION

P&P PLAN AND PROFILE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

R RADIUS

RTK REAL TIME KINEMATIC (SURVEY TYPE)

SDR STANDARD DIAMETER RATIO

SPEC. SPECIFICATIONS

SRVC. SERVICE

STA STATION

SUE SUBSURFACE UTILITY ENGINEERING

SWPPP STORM WATER POLLUTION PREVENTION PLAN

T.O.P. TOP OF PIPE

TYP TYPICAL

UGP UNDERGROUND POWER

COORDINATE QUESTIONABLE FIELD CONDITIONS IN WRITING WITH THE CONTRACTING OFFICER THROUGH RFIS OR AT PROGRESS MEETINGS WITH QUALIFIED PERSONNEL CAPABLE OF ADVISING AND RECOMMENDING APPROPRIATE SOLUTIONS.

FINAL DECISION(S) AFFECTING THE WORK WILL BE DOCUMENTED IN WRITING BY THE CONTRACTING OFFICER. DO NOT PROCEED WITH WORK WITHOUT WRITTEN DOCUMENTATION. FAILURE TO DO SO SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SUBJECT TO REJECTION, REMOVAL, REPAIR, AND REPLACEMENT OF THE WORK AS DIRECTED BY THE CONTRACTING OFFICER AT NO

ADDITIONAL COST.

25.

26.

EW EW EW

ABANDONED WATER MAIN

ES ES ES

ABANDONED WATER MAIN

9/3 /21

:12

F :\1

IL3

\D W

ICV

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

L. OTTEY

K. GAUTHIER

03.06.2024

REPLACE SWIFTCURRENT WATER DISTRIBUTION SYSTEM

GLACIER NATIONAL PARK

307606

LEGENDS & NOTES

C1.1

FINISHED

GROUND

ELEV.

TOP OF

PIPE ELEV.

1+00

PROFILE VIEW

ELEVATION BAND

(BOTTOM OF GRAPH)

DETAIL NOTEA

NTS

DETAIL SHEET

REFERENCE

C2.9

PLAN SHEET TO DETAIL

SHEET REFERENCEXXXXXX

A C2.9

SECTION SYMBOL

SECTION

IDENTIFICATION

LETTER

SHEET NUMBER

C2.9

03.06.2024

EW(A)

UGP

UGT

UGP

U G

UGT

U G

T UGP

UGP

T EW

EW(A)

UGP

P UGP

UGP

UGT

EW(A)

ES(A)

ES(A) ES(A)

ES(A)

(A)

EW(A)

(A)

EW(A)

UGP

UTV

UGP

U G

P U

G P

UGP UGP UGP

UGP

UGP UGP

U G

EW(A) EW(A)

EW(A)

EW(A) EW(A) EW(A) EW(A) EW(A) EW(A)

EW(A)

U G

P ES(A)

ES(A)

EW(A)

EW(A) EW(A) EW(A) EW(A)

ES(A) ES(A)

EW(A)

(A)EW

EW(A)

(A)

EW(A)

UGP UGP

UGP

EW(A)

ES(A)

U G

UGT

UGT UGT

UGT

UGP

UGT

U G

UGT UGT

UGP

U G

EW(A)

EW(A) EW(A) EW(A)

EW(A)

(A)

EW(A)

ES(A)

ES(A

ES(A)

(A)

EW(A)

(A)

EW(A) EW(A)

EW(A)

(A)

EW(A)

(A)

EW(A) EW(A)

EW(A)

(A)

EW(A)

UGT

UGP

EW(A)

(A)

EW(A)

(A)

EW(A)

(A)

EW(A)

(A)

EW(A)

(A)

EW(A)

(A)

EW(A)

(A)

EW(A)

(A)

EW(A)

(A)

EW(A)

(A)

EW(A)

UGP

UGP E

) EW(A

(A)

DYH

EW(A)

DYH

WVWV

ES(A)

SSS

ES(D)

(D)

EW(D)

ES(A)

EW(D)

ES(D)

S S

(D) EW

ES(A)

ES(A) S

ES(A) ES(A)

ES(A)

WV EW(A) EW(A) EW(A)

WVES(A)

U G

T U

G P

ES(A)

S S

ES(A)

ACCESS ROAD

TO WATER TANK

9/3 /21

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TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

L. OTTEY

K. GAUTHIER

03.06.2024

REPLACE SWIFTCURRENT WATER DISTRIBUTION SYSTEM

GLACIER NATIONAL PARK

307606

VICINITY MAP

TO BABB, MT

APPROX. 13 MILES

EXISTING WATER TANK

LODGING AREA

MANY GLACIER UPPER

CAMPGROUND LOOP

MANY GLACIER LOWER

CAMPGROUND LOOP

NPS ADMINISTRATIVE AREA

CHLORINATION

BUILDING

SWIFTCURRENT

MOTOR INN

ICEBERG TRAIL

SWIFTCURRENT CREEK

EXISTING WELL

SWIFTCURRENT ROAD

PICNIC

AREA

ILB

UR C

REE

GRINNELL GLACIER

TRAILHEAD

C1.2VICINITY MAP

100 0 100 200

SCALE OF FEET

NEW WELL

E CABIN

LOOP

I CABIN

LOOP

D CABIN

LOOP

C CABIN

LOOP

B CABIN

LOOP A CABIN

LOOP

ICEBERG

TRAILHEAD

CABINS

EMPLOYEE

CABINS

ICEBERG/

PTARMIGAN

TRAILHEAD

CABINS

EMPLOYEE

CABINS

DYH

WVWV

SSS

ES(D)

S S

S EW(D)

S S

CONTROL POINT TABLE

POINT #

CP-1

CP-2

CP-3

CP-7

CP-44

CP-45

CP-46

CP-50

CP-99

NORTHING

1684765.73

1684811.10

1684930.10

1685091.45

1684265.84

1684653.72

1684647.34

1684982.12

1684960.81

EASTING

962508.02

962977.18

962477.05

962412.30

961966.92

961811.11

962010.49

962369.13

962631.34

ELEVATION

4921.63

4915.52

4923.32

4926.09

4917.81

4924.30

4922.05

4926.00

4921.55

DESCRIPTION

FOUND CONTROL

SURVEY-CONTROL-POINT

FOUND CONTROL

9/3 /21

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TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

L. OTTEY

K. GAUTHIER

03.06.2024

REPLACE SWIFTCURRENT WATER DISTRIBUTION SYSTEM

GLACIER NATIONAL PARK

307606

CP-50

CP-44

CP-1

CP-3

CP-7

CP-2

CP-99 (CP-100 IN 2012)

50 0 50 100

SCALE OF FEET

CONTROL POINT MAP

1 1 3

SWIFTCURRENT ROAD

SURVEY NOTES

1. THE TOPOGRAPHIC SURVEY AND MAPPING DATA WITHIN THIS DRAWING IS A

COMBINATION OF FIELD SURVEYS CONDUCTED IN NOVEMBER OF 2021, NPS-PROVIDED

AS-BUILT INFORMATION, AND AERIAL IMAGERY.

2. PROJECT SURVEY CONTROL IS IN REFERENCE TO MONTANA STATE PLANE (2500)

COORDINATE SYSTEM NAD83 (2011) (EPOCH 2010.0) AND ELEVATIONS IN REFERENCE TO

NAVD88 VERTICAL DATUM UTILIZING GEOID 18. THIS SYSTEM IS A LOCAL GROUND

SYSTEM BASED FROM MONTANA STATE PLANE (2500).

3. HORIZONTAL UNITS SHOWN HEREON ARE LISTED AS INTERNATIONAL FEET. VERTICAL

UNITS SHOWN HEREON ARE LISTED AS U.S. SURVEY FEET.

4. THE BASIS OF BEARING FOR THIS PROJECT IS GRID NORTH OF MONTANA STATE PLANE

(2500).

5. FIELD SURVEYS WERE CONDUCTED IN NOVEMBER OF 2021 USING TRIMBLE SURVEY

GRADE GPS EQUIPMENT IN BOTH STATIC AND RTK DATA COLLECTION MODE, A TRIMBLE

SURVEY GRADE ROBOTIC TOTAL STATION AND HIGH DEFINITION LEICA C-10 LASER

SCANNER.

6. UNDERGROUND UTILITY LOCATIONS SHOWN ARE BASED UPON VARIOUS RECORD

UTILITY MAPS. ALL UNDERGROUND UTILITY LOCATION SHALL BE FIELD VERIFIED PRIOR

TO CONSTRUCTION.

7. SNOW PACK AND NORMAL MONTANA STATE CONDITIONS FOR THIS TIME OF YEAR (SEE

DATE OF SURVEY) COULD HAVE PREVENTED OBSERVATION OF SURFACE ITEMS SUCH AS

FLUSH SURFACE UTILITIES. TOPOGRAPHIC FEATURES AND UTILITIES ARE SHOWN FROM

ITEMS ABLE TO BE LOCATED FROM FIELD VISIT.

8. CONTRACTOR SHALL MAINTAIN SURVEY CONTROL POINTS THROUGHOUT

CONSTRUCTION. IF CONTROL POINTS INTERFERE WITH CONSTRUCTION, NEW CONTROL

POINTS SHALL BE SET AND TIED INTO THE PROJECTS ESTABLISHED DATUM. FINAL

CONTROL POINTS SHALL BE NOTED ON AS-BUILT DRAWINGS.

9. SOME EXISTING UTILITIES IN THIS BASEMAP WERE NOT FIELD LOCATED, BUT DRAWN

BASED ON AVAILABLE AS-BUILT INFORMATION. THESE UTILITIES HAVE BEEN DESIGNATED

QUALITY LEVEL D, BASED ON ASCE SUE (SURFACE UTILITY ENGINEERING) QUALITY

LEVELS. FIELD VERIFIED UTILITIES ARE DESIGNATED SUE QUALITY LEVEL A. THESE

QUALITY LEVELS ARE DEFINED IN THE LEGEND AND DESIGNATED BY LINETYPE. SEE

SHEET C1.1.

C1.3

CONTROL POINT MAP

CP-46CP-45

UGP

UGT

UGP

U G

UGT

U G

UGP

EW(A)

UGP

EW(A)

ES(A)

(A)

EW(A)

(A)

EW(A) EW(A)

EW(A)

CABINS

EMPLOYEE

CABINS

ICEBERG/

PTARMIGAN

TRAILHEAD

CABINS

UTV

U G

P U

G P

UGP UGP UGP

UGP

UGP U

EW(A)

EW(A) EW(A) EW(A) EW(A)

EW(A)

ES(A)

EW(A) EW(A)

ES(A)

EW(A)

(A)

EW(A)

UGP

U G

EW(A)

ES(A)

U G

UGT

UGP

UGT

U G

UGT

UGP

U G

EW(A)

EW(A) EW(A)

EW(A)

(A)

EW(A

EW(A)

ES(A)

EW(A)

(A)

EW(A)

(A)

EW(A) EW(A)

(A)

EW(A)

U G

CABINS

EMPLOYEE

CABINS

EW(A)

(A)

EW(A)

(A)

EW(A)

(A)

EW(A)

(A)

EW(A)

(A)

EW(A)

(A)

EW(A)

(A)

EW(A)

UGP

DYH

WVWV

ES(A)

SSS

ES(D)

S S

S EW(D)

ES(A) S ES(A)

SES(A)

ES(A)

WV EW(A) EW(A)

U G

T U G

ES(A)

S S

D Y H

DYH

D Y

Y H

9/3 /21

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TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

L. OTTEY

K. GAUTHIER

03.06.2024

REPLACE SWIFTCURRENT WATER DISTRIBUTION SYSTEM

GLACIER NATIONAL PARK

307606

DEMOLITION PLAN

C1.4

ACCESS ROAD

TO WATER TANK

TO BABB, MT

APPROX. 13 MILES

LODGING AREA

MANY GLACIER UPPER

CAMPGROUND LOOP

MANY GLACIER LOWER

CAMPGROUND LOOP

SWIFTCURRENT ROAD

PICNIC

AREA

DEMOLITION NOTES

1. ALL EXISTING WATER PIPES ARE TO BE ABANDONED IN PLACE AND CUT AND CAPPED

WHERE ENCOUNTERED DURING NEW WATER PIPE INSTALLATION, AS DIRECTED IN THE

FIELD BY THE CO.

2. ALL DISTURBANCE TO BE LIMITED WITHIN EXISTING PIPE CORRIDORS AND ROADWAYS

UNLESS OTHERWISE NOTED.

3. ALL ABANDONED ABOVE GROUND WATER APPURTENANCES ARE TO BE REMOVED

INCLUDING BUT NOT LIMITED TO, WATER VALVES, YARD HYDRANTS, AND FIRE

HYDRANTS.

REMOVE ALL EXISTING YARD

HYDRANTS, TYP. (APPROX. 44

YARD HYDRANTS)

ABANDON EXISTING

WATER DISTRIBUTION

PIPING IN PLACE, TYP.

SEE NOTE 1

REMOVE EXISTING FIRE

HYDRANTS, TYP. (APPROX.

15 HYDRANTS)

REMOVE EXISTING WATER VALVES,

BOXES, MANHOLES AND VAULTS, FILL TO

MATCH EXISTING GRADE, TYP. (APPROX.

89 VALVES)

WATER GATE VALVE BOX, TYP. WATER GATE VALVE MANHOLE WATER GATE VALVE VAULT EXISTING FIRE HYDRANT, TYP.

EXISTING FLOW METER VAULT

SEWER MANHOLE, TYP. EXISTING WELL

1 2 3

1 2 3 4

5 6

7PROTECT ALL EXISTING SEWER

INFRASTRUCTURE IN PLACE

REMOVE EXISTING FLOW

METER VAULT AND FILL TO

MATCH EXISTING GRADE

PROTECT EXISTING WELL CASING PIPE IN

PLACE, REPLACE WELL PUMP AND DROP

PIPE, SEE SHEET C2.34

50 0 50 100

SCALE OF FEET

1 1 3

EXISTING YARD HYDRANT, TYP.8

REMOVE & SALVAGE EXISTING WATER

BOTTLE FILLING STATION IN PICNIC AREA.9

EXISTING WATER BOTTLE FILLING STATION9

PROTECT EXISTING WATER TANK AND

ACCESS LID, SEE SHEET C4.5

CABINS

EMPLOYEE

CABINS

ICEBERG/

PTARMIGAN

TRAILHEAD

CABINS

UTV

CABINS

EMPLOYEE

CABINS

ES(D)

EW(D)

D Y H

DYH

D Y

Y H

9/3 /21

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TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

L. OTTEY

K. GAUTHIER

03.06.2024

REPLACE SWIFTCURRENT WATER DISTRIBUTION SYSTEM

GLACIER NATIONAL PARK

307606

STAGING PLAN

C1.5

ACCESS ROAD

TO WATER TANK

TO BABB, MT

APPROX. 13 MILES

LODGING AREA

MANY GLACIER UPPER

CAMPGROUND LOOP

MANY GLACIER LOWER

CAMPGROUND LOOP

SWIFTCURRENT ROAD

PICNIC

AREA

STAGING NOTES

1. THE IDENTIFIED STAGING AREA LOCATIONS AND LIMITS SHOWN ARE FOR INFORMATIONAL

PURPOSES ONLY AND MAY DIFFER AT THE TIME OF CONSTRUCTION DEPENDING ON PARK

OPERATIONS AND ADJACENT FHWA PROJECT PROGRESSION. THE FINAL STAGING AREAS SHALL

BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO BEGINNING CONSTRUCTION.

2. CONTRACTOR TO USE STAGING AREAS IN SEQUENTIAL ORDER. EXISTING ROADWAY

CORRIDORS IN CAMPGROUND AREA TO BE USED AS STAGING AREA AS PROGRESSION OF WORK

ALLOWS.

3. CONTRACTOR TO PROTECT AND RESTORE EXISTING SURFACES WITHIN ALL UTILIZED STAGING

AREAS.

4. THE CONTRACTOR MAY UTILIZE THE TWO FULL-HOOKUP RV SITES SITUATED WITHIN THE NPS

ADMIN AREA FOR JOBSITE TRAILER STAGING, SUBJECT TO COORDINATION WITH THE CO.

ELECTRICAL CONNECTIONS AT THESE SITES INCLUDE 30-AMP POWER PEDESTALS FOR THE

CONTRACTOR'S USE.

STAGING AREA # 1

STAGING AREA # 2

STAGING AREA # 4

STAGING AREA # 3

STAGING AREA # 5

STAGING AREA # 6

STAGING PLAN

LEGEND

= DESIGNATES THE POTENTIAL STAGING AREAS AVAILABLE FOR

USE. SEE NOTES, THIS SHEET, AND DIVISION 1

SPECIFICATION REQUIREMENTS.

NPS ADMIN

AREA

50 0 50 100

SCALE OF FEET

1 1 3

STAGING AREA # 7

SWIFTCURRENT MOTOR INN: FHWA

STAGING AREA. NOT TO BE USED

FOR STAGING FOR THIS PROJECT.

PICNIC AREA: FHWA STAGING

AREA. NOT TO BE USED FOR

STAGING FOR THIS PROJECT.

JOBSITE TRAILER

STAGING. SEE NOTE

4, THIS SHEET

A2B9

UTV

ES(D)

(D)

EW(D)

ES(A)

EW(D)

ES(D)

(D) EW

ES(A)

ES(A) ES(A) ES(A)

ES(A)

W 8''

W 4''W 4''W 4''

W 4''

W 4'' W 4'' W 4''

W 4''

W 4'' W 4''

W 4'

W 3'' W 3''

W 3''

W 8''W

4''

W S

WSWS

W S

D Y H

W 4''

D Y H

DYH

D Y

W S

W 10''

W 8''

W 4''

W 8'

D Y H

D Y

Y H

W S

D Y H

ACCESS ROAD

TO WATER TANK

9/3 /21

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F :\1

IL3

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TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

L. OTTEY

K. GAUTHIER

03.06.2024

REPLACE SWIFTCURRENT WATER DISTRIBUTION SYSTEM

GLACIER NATIONAL PARK

307606

DRAINAGE PLAN

TO BABB, MT

APPROX. 13 MILES

EXISTING WATER TANK

LODGING AREA

MANY GLACIER UPPER

CAMPGROUND LOOP

MANY GLACIER LOWER

CAMPGROUND LOOP

NPS ADMINISTRATIVE AREA

CHLORINATION

BUILDING

SWIFTCURRENT

MOTOR INN

SWIFTCURRENT CREEK

EXISTING WELL

SWIFTCURRENT ROAD

PICNIC

AREA

GRINNELL GLACIER

TRAILHEAD

C1.6

100 0 100 200

SCALE OF FEET

NEW WELL

I CABINS

LOOP

DRAINAGE PLAN KEYNOTES

A LODGING LOOP HIGH POINT (FIRE HYDRANT FOR AIR RELEASE)

B D CABINS MAIN HIGH POINT (FIRE HYDRANT FOR AIR RELEASE)

C C CABINS MAIN HIGH POINT (FIRE HYDRANT FOR AIR RELEASE)

D B CABINS MAIN HIGH POINT (FIRE HYDRANT FOR AIR RELEASE)

E A CABINS MAIN HIGH POINT (FIRE HYDRANT FOR AIR RELEASE)

F E CABINS LOOP HIGH POINT (SINKS IN CABINS FOR AIR RELEASE)

G 4" DRAIN LINE OF TANK FILL LINE FROM CHLORINATION BUILDING

H WELL TO CHLORINATION LINE CONNECT TO 4" DRAIN LINE FROM CHLORINATION BUILDING

I 4" DRAIN LINE TO DAYLIGHT AT LOW POINT OF NPS ADMIN LOOP

J 1" DRAIN LINE TO DAYLIGHT AT LOW POINT IN UPPER CAMPGROUND LOOP

K YARD HYDRANT TO ACT AS AIR RELEASE VALVE AT HIGH POINT IN UPPER CAMPGROUND LOOP (2)

L PUMPOUT AT LOW POINT IN UPPER CAMPGROUND LOOP (2)

M 1" DRAIN LINE TO DAYLIGHT AT LOW POINT IN LOWER CAMPGROUND LOOP

N PUMPOUT AT END OF MAIN TO PICNIC LINE

O 4" DRAIN LINE FROM CHLORINATION BUILDING DRAIN TO DAYLIGHT

P TANK OVERFLOW/DRAIN DISCHARGE

C D

N K

L2L1

NOTE: ALL SERVICES WILL DRAIN TOWARDS WATER MAIN UNLESS A PUMPOUT IS INDICATED AT THE

WATER SERVICE CONNECTION ON THIS MAP.

= SYSTEM FLOW DIRECTION

DRAINAGE PLAN

A2B9

W 8''

W 4''W 4''W 4''

W 4''

W 4'' W 4'' W 4''

W 4''

W 4'' W 4''

W 4'

W 3'' W 3''

W 3''

W 8''W

4''

W S

WSWS

W S

D Y H

W 4''

D Y H

DYH

D Y

W S

W 10''

W 8''

W 4''

W 8'

D Y

Y H

W S

D Y H

9/3 /21

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TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

L. OTTEY

K. GAUTHIER

03.06.2024

REPLACE SWIFTCURRENT WATER DISTRIBUTION SYSTEM

GLACIER NATIONAL PARK

307606

TREE REMOVAL PLAN

EXISTING WATER TANK

LODGING AREA

MANY GLACIER UPPER

CAMPGROUND LOOP

MANY GLACIER LOWER

CAMPGROUND LOOP

ICEBERG TRAIL

PICNIC

AREA

C1.7TREE REMOVAL PLAN

100 0 100 200

SCALE OF FEET

E CABIN

LOOPI CABIN

LOOPD CABIN

LOOP

C CABIN

LOOP

B CABIN

LOOP

A CABIN

LOOP

TREES TO BE

REMOVED AS PART

OF FHWA PROJECT.

TREES WITHIN CONSTRUCTION LIMITS

AREA

NUMBER OF TREES WITHIN

CONSTRUCTION DISTURBANCE

LIMITS (APPROX.)

LODGING AREA 19

CABIN LOOPS 3

CAMPGROUND LOOP 0

NPS ADMIN AREA 48

MAIN TO PICNIC AREA (ROUTE 3) 0

TOTAL: 71

= TREES WITHIN WATERLINE DISTURBANCE AREA

TREE REMOVAL/ PROTECTION NOTES

1. ALL TREES WITHIN LIMITS OF DISTURBANCE SHALL BE PROTECTED WITH TREE

PROTECTION FENCING. SEE DETAIL A/C4.5. PROTECTION MUST FOLLOW

SPECIFICATION SECTION 31 10 00 AND SECTION 32 01 01.

2. ALL TREE REMOVAL IS TO BE COORDINATED WITH CONTRACTING OFFICER PRIOR

TO ANY DISTURBANCE OR REMOVAL. TREE REMOVAL ACTIVITY MUST BE

PERFORMED WITHIN DEFINED SEASON SPECIFIED IN SPEC SECTION 01 35 05.

TREE REMOVAL LEGEND

= PROPOSED TRENCHING ALIGNMENT

NPS ADMIN

AREA

W 3'' W 3'' W 3''

W 3''

W 3'' W 3''

W 8''

W S

WS W

W S

W 4''

W S

W 10''

W 8''

W 8'' W 8''

W 4''

W 8''

W S

WS WS

W S

9/3 /21

:12

F :\1

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TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

L. OTTEY

K. GAUTHIER

03.06.2024

REPLACE SWIFTCURRENT WATER DISTRIBUTION SYSTEM

GLACIER NATIONAL PARK

307606

TRENCH PLAN (1)

NPS ADMINISTRATIVE AREA

SWIFTCURRENT ROAD

PICNIC

AREA

C1.8

SHADED AREA SHOWS

ROADWAY SCENARIO A.

SEE DETAIL A/C4.3.

TRENCHING NOTES

ROADWAY SCENARIO A: FHWA ROUTE 3 - 5' MINIMUM BURY DEPTH, SAWCUT, BACKFILL, LEAVE

2" BELOW EG ASPHALT. NO ROAD BASE.

SEE DETAIL D/C4.3 FOR

TRENCHING IN VEGETATED

AREAS.

= IDENTIFIES AREAS WHERE ROADWAY ASPHALT

WILL BE PAVED (MILLED AND OVERLAID) BY

FHWA FOLLOWING THIS PROJECT; ASPHALT

PAVING NOT IN THIS CONTRACT.

50 0 50 100

SCALE OF FEET

TRENCH PLAN (1)

ES(D)

(D)

ES(D)

EW(D)

ES(D)

(D)

EW(D)

W 8''

W 4'' W 4''W 4''W 4''

W 4''

W 4'' W 4'' W 4'' W 4'' W 4''

W 4''

W 4'' W 4''

W 4''

W 3'' W 3''

W 3''

W 8''W

4''

W S

W 4''

W 10''

W 8''

W 4''

W 8'

W S

W S W

WSWS

W S

9/3 /21

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TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

L. OTTEY

K. GAUTHIER

03.06.2024

REPLACE SWIFTCURRENT WATER DISTRIBUTION SYSTEM

GLACIER NATIONAL PARK

307606

TRENCH PLAN (2)

C1.9

SHADED AREA SHOWS

ROADWAY SCENARIO B.

SEE DETAIL B/C4.3.

TRENCHING NOTES

ROADWAY SCENARIO B: 3' MINIMUM BURY DEPTH, SAWCUT, BACKFILL UP TO FINISH

GRADE WITH BASE COURSE MATERIAL.

LODGING AREA

MANY GLACIER UPPER

CAMPGROUND LOOP

MANY GLACIER LOWER

CAMPGROUND LOOP

SWIFTCURRENT

MOTOR INN

SEE DETAIL D/C4.3 FOR

TRENCHING IN VEGETATED

AREAS.

NPS ADMINISTRATIVE AREA

= IDENTIFIES AREAS WHERE ROADWAY ASPHALT

WILL BE PAVED (MILLED AND OVERLAID) BY

FHWA FOLLOWING THIS PROJECT; ASPHALT

PAVING NOT IN THIS CONTRACT.

ROADWAY RECONSTRUCTION BY FHWA,

NOT IN THIS CONTRACT. SEE DETAIL

B/C4.3 FOR TRENCHING IN FHWA ROAD

RECONSTRUCTION.

SEE DETAIL C/C4.3 FOR

TRENCHING IN WATER

TANK ACCESS ROAD.

50 0 50 100

SCALE OF FEET

8 68

TRENCH PLAN (2)

E CABIN

LOOP

I CABIN

LOOP

D CABIN

LOOP

C CABIN

LOOP

B CABIN

LOOP A CABIN

LOOP

UGP

UGT

UGP

U G

UGT

U G

UGP

EW EW

UTV

U G

P U

G P

UGP UGP UGP

UGP

UGP U

EW EW EW EW

UGP

U G

ES U

UGT

UGP

UGT

U G

UGT

UGP

U G

EW EW

U G

UGP

DYH

WVWV

SSS

S S

ES S ES

SES

WV EW EW

U G

T U G

S S

W 8''

W 4''W 4''

W 4''

W 4'' W 4'' W 4''

W 4'' W 4''

W 3''

W S

SW 4''

W 10''

W 8''

W 4''

W S

9/3 /21

:12

F :\1

IL3

\D W

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

L. OTTEY

K. GAUTHIER

03.06.2024

REPLACE SWIFTCURRENT WATER DISTRIBUTION SYSTEM

GLACIER NATIONAL PARK

307606

SHEET LAYOUT 1C1.10

C2.1 - TANK TO DISTRIBUTION P&P (1)

C2.2 - TANK TO DISTRIBUTION P&P (2)

C2.3 - TANK TO DISTRIBUTION P&P (3)

C2.11 - LODGING AREA LOOP P&P (1)

C2.21 - UPPER CAMPGROUND LOOP P&P (2)

C2.13 - LODGING AREA LOOP P&P (3)

C2.31 - NPS ADMIN AREA LOOP P&P (2)

C2.20 - UPPER CAMPGROUND LOOP P&P (1)

C2.12 - LODGING AREA LOOP P&P (2)

WATER PLAN & PROFILE

C2.4 - TANK TO DISTRIBUTION P&P (4)

C2.5 - TANK TO DISTRIBUTION P&P (5)

C2.6 - TANK FILL LINE P&P (1)

C2.7 - TANK FILL LINE P&P (2)

C2.8 - TANK FILL LINE P&P (3)

C2.9 - TANK FILL LINE P&P (4)

C2.10 - TANK FILL LINE P&P (5)

C2.22 - UPPER CAMPGROUND LOOP P&P (3)

C2.23 - UPPER CAMPGROUND LOOP P&P (4)

C2.24 - UPPER CAMPGROUND LOOP P&P (5)

C2.25 - UPPER CAMPGROUND LOOP P&P (6)

C2.32 - NPS ADMIN AREA LOOP P&P (3)

C2.30 - NPS ADMIN AREA LOOP P&P (1)

C2.33 - NPS ADMIN AREA - MINI LOOP P&P

50 0 50 100

SCALE OF FEET

1 1 3

SHEET LAYOUT 1

ELECTRICAL CONDUIT, ROUTE ALONG 4"-1 TANK FILL LINE,

HANDHOLES EVERY 1000 FEET. SEE TRENCH DETAILS

SHEET C4.1 AND HANDHOLE DETAIL SHEET E1.7

UGP

UGT

UGP

U G

UGT

U G

UGP

UTV

U G

P U

G P

UGP UGP UGP

UGP

UGP U

EW EW EW EW

UGP

U G

ES U

UGT

UGP

UGT

U G

UGT

UGP

U G

EW EW

UGP

DYH

WVWV

SSS

S S

S EW(D)

ES S ES

SES

WV EW EW

U G

T U G

S S

W 8''

W 4''W 4''

W 4''

W 4'' W 4'' W 4''

W 4'' W 4''

W 3''

W S

SW 4''

W 10''

W 8''

W 4''

W S

9/3 /21

:12

F :\1

IL3

\D W

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

L. OTTEY

K. GAUTHIER

03.06.2024

REPLACE SWIFTCURRENT WATER DISTRIBUTION SYSTEM

GLACIER NATIONAL PARK

307606

SHEET LAYOUT 2C1.11

WATER PLAN & PROFILE

C2.18 - E CABINS LOOP

C2.14 - D CABINS LOOP

C2.15 - C CABINS LOOP

C2.16 - B CABINS LOOP

C2.17 - A CABINS LOOP

C2.19 - MAIN TO CAMPGROUND

C2.29 - CAMP LOOP CONNECTOR

C2.36 - MAIN TO PICNIC P&P (1)

C2.37 - MAIN TO PICNIC P&P (2)

C2.38 - MAIN TO PICNIC P&P (3)

C2.26 - LOWER CAMPGROUND LOOP P&P (1)

C2.27 - LOWER CAMPGROUND LOOP P&P (2)

C2.28 - LOWER CAMPGROUND LOOP P&P (3)

C2.34 - EXISTING WELL TO CHLORINATION BUILDING

C2.35 - NEW WELL

50 0 50 100

SCALE OF FEET

1 1 3

SHEET LAYOUT 2

0+00

1+00

2+00

3+00

4+00

5+00

-6.56%

-11.86%

-12.97%

-10.91%

-17.24%

-5.00% -7.04%

.P . E

O C

O N

U C

N C

O N

" T

K D

N W

E X.

K D

N W

R T

" C

M P

C U

T C

R O

R T

N -T

O P

C R

D R

C R

R T

N -T

O P

C R

D R

C R

.P . E

" G

.P . E

" T

D R

EW(A)

EW(A) EW(A) EW(A) EW(A) EW(A) EW(A)

EW(A)

EW(A) EW(A) EW(A) EW(A) EW(A) EW(A)

EW(A)

W V

VTL

W 10''

W 10'' W 10''

W 10''

W 4''

W 4'' W 4''

W 4''

W 6'' W 6''

0+00

1+00

2+00

3+00

4+00

5+00

STA 0+81.17

18" CMP CULVERT CROSSING

STA 1+56.94

OPEN-TOP CROSS DRAIN

CROSSING

STA 3+57.39

OPEN-TOP CROSS DRAIN

CROSSING

L=104.92' R=211.77 D=28°23'08"

L=98.84' R=228.00 D=24°50'19"

L=13.85' R=78.00 D=10°10'25"

BEGIN CURVE

N 1686100.95 E 961838.82

DOUBLE CURVE

N 1686042.42 E 961917.51

END CURVE

N 1685977.88 E 961998.87

BEGIN CURVE

N 1685911.33 E 962046.33

END CURVE

N 1685900.82 E 962055.33

STA 0+86.36

10" TEE & DRAIN LINE

STA 0+88.64

10" GATE VALVE

A2B9

A1 B8

9/3 /21

:12

F :\1

IL3

\D W

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

L. OTTEY

K. GAUTHIER

03.06.2024

REPLACE SWIFTCURRENT WATER DISTRIBUTION SYSTEM

GLACIER NATIONAL PARK

307606

PLAN

PROFILE

WATER PLAN & PROFILE

TANK TO DISTRIBUTION

STA 0+00 TO 5+00

C2.1

10" DR-11 HDPE WATER MAIN

EDGE OF EXISTING ROAD TO

WATER TANK

EXISTING 125,000 GAL.

STORAGE TANK, 40'X40'

EXISTING ROADWAY TO BE REPAIRED

AND GRADED TO MEET THE

REQUIREMENTS OF SHEETS C5.1-C5.7

3' MINIMUM COVER

TRENCH DISTURBANCE

LIMITS (TYP.)

KEY MAP

NTS

NOTES:

1. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE. CONTRACTOR TO FIELD LOCATE.

2. WATER MAIN SLOPES SHOWN IN PROFILE ARE APPROXIMATE.

2.1. CONTRACTOR TO ENSURE MINIMUM COVER OF 3 FT IS ACHIEVED.

2.2. ALL WATER MAIN TO SLOPE TOWARD LOW POINT DRAIN, AS SHOWN.

2.3. CONTRACTOR TO VERIFY ALL SERVICES DRAIN TO MAIN.

3. THIS PLAN AND PROFILE IS FOR THE 10" DISTRIBUTION MAIN. SEE SHEETS C2.6 TO C2.10 FOR PARALLEL 4" TANK FILL LINE PLAN AND PROFILE.

3.1. THE PARALLEL 10" AND 4" MAINS ARE HORIZONTALLY SEPARATED 3 FT FROM CENTER OF EACH PIPE.

3.2. THE PARALLEL 10" AND 4" MAINS ARE TO BE BURIED GENERALLY AT THE SAME INVERT ELEVATION, UNLESS OTHERWISE NOTED.

4. CONSTRUCTION SPOILS AND IMPACTS TO BE CONTAINED WITHIN NON-VEGETATED AREAS AS MUCH AS FEASIBLE, OR AS APPROVED BY THE CO (TYP.)

4" FILL LINE TO TANK SEE

PLAN AND PROFILE

SHEET C2.6

10" DISTRIBUTION LINE

FROM EX. TANK TO

DISTRIBUTION SYSTEM

SEE DETAIL FOR PIPE

CONNECTIONS

6" OVERFLOW LINE

C4.1

C4.5

10" DR-11 HDPE WATER MAIN

APPROXIMATE EXISTING GROUND

AT CENTERLINE OF WATER MAIN

EET C

2.2

EET C

2.1

20 0 20 40

SCALE OF FEET

10 0 10 20

HORIZ.

VERT.

HORIZONTAL RADIUS PER

MANUFACTURER'S

RECOMMENDATION, TYP.

TANK ACCESS LID,

PROTECT IN PLACE

6" DRAIN LINE

SEE DETAIL FOR TANK

OVERFLOW AND DRAIN LINES

C4.5

C5.5

C5.6

5+00

6+00

7+00

8+00

9+00

10+00

-9.22%

-15.56%

-11.70%

-3.08%

-6.75%

-7.72% -9.60%

-18.26%

-13.06%

-11.85%

-2.79%

R T

" C

M P

C U

T C

R O

R T

N -T

O P

C R

D R

C R

R T

" C

M P

C U

T C

R O

R T

N -T

O P

C R

D R

C R

R T

" C

M P

C U

T C

R O

.P . E

" 1

.P . E

" 4

.P . E

" 4

.P . E

" 2

.P . E

" W

.P . E

" T

.P . E

" G

.P . E

" T

.P . E

" G

A2B9

A1 B8

EW(A)

EW(A

EW(A)

(A)

EW(A)

(A)

EW(A)

W V

W V D

D Y

W 10''

W 4''

5+00

6+00

7+00

8+00

9+00

10+00

STA 6+42.63

10" 11.25 DEG BEND

STA 6+71.40

10" 45 DEG BEND

STA 6+96.97

10" 45 DEG BEND

STA 7+71.61

10" 22.5 DEG BEND

STA 8+40.31

10" WATER METER

STA 8+51.14

10" TEE

STA 8+54.14

10" GATE VALVE

STA 8+66.59

10" TEE

STA 5+58.85

OPEN-TOP CROSS DRAIN

CROSSING

STA 5+00.53

18" CMP CULVERT CROSSING

STA 7+42.52

18" CMP CULVERT CROSSING

STA 7+71.23

OPEN-TOP CROSS DRAIN

CROSSING

STA 8+29.46

18" CMP CULVERT CROSSING

L=70.71' R=67.36 D=60°08'56"

BEGIN CURVE

N 1685481.09

E 962235.71

9/3 /21

:12

F :\1

IL3

\D W

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

L. OTTEY

K. GAUTHIER

03.06.2024

REPLACE SWIFTCURRENT WATER DISTRIBUTION SYSTEM

GLACIER NATIONAL PARK

307606

PLAN

PROFILE

WATER PLAN & PROFILE

TANK TO DISTRIBUTION

STA 5+00 TO 10+00

C2.2

3' MINIMUM COVER

10" DR-11 HDPE WATER MAIN

EDGE OF EXISTING ROAD TO

WATER TANK

EXISTING ROADWAY TO BE REPAIRED

AND GRADED TO MEET THE

REQUIREMENTS OF SHEETS C5.1-C5.7

TRENCH DISTURBANCE

LIMITS (TYP.)

20 0 20 40

SCALE OF FEET

10 0 10 20

HORIZ.

VERT.

KEY MAP

NTS

4" FILL LINE TO TANK

SEE SHEET C2.7

10" DISTRIBUTION LINE FROM

EX. TANK TO DISTRIBUTION

SYSTEM

C4.1

SHEET C2.2

SHEET C2.1

SHEET C2.3

SHEET C2.2

NOTES:

1. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY.

2. WATER MAIN SLOPES SHOWN IN PROFILE ARE APPROXIMATE.

2.1. CONTRACTOR TO ENSURE MINIMUM COVER OF 3 FT IS ACHIEVED.

2.2. ALL WATER MAIN TO SLOPE TOWARD LOW POINT DRAIN, AS SHOWN.

2.3. CONTRACTOR TO VERIFY ALL SERVICES DRAIN TO MAIN.

3. THIS PLAN AND PROFILE IS FOR THE 10" DISTRIBUTION MAIN. SEE SHEETS C2.6 TO C2.10 FOR PARALLEL 4" TANK FILL LINE PLAN AND PROFILE.

3.1. THE PARALLEL 10" AND 4" MAINS ARE HORIZONTALLY SEPARATED 3 FT FROM CENTER OF EACH PIPE.

3.2. THE PARALLEL 10" AND 4" MAINS ARE TO BE BURIED GENERALLY AT THE SAME INVERT ELEVATION, UNLESS OTHERWISE NOTED.

4. CONSTRUCTION SPOILS AND IMPACTS TO BE CONTAINED WITHIN NON-VEGETATED AREAS AS MUCH AS FEASIBLE, OR AS APPROVED BY THE CO (TYP.)

APPROXIMATE EXISTING GROUND

AT CENTERLINE OF WATER MAIN

10" DR-11 HDPE WATER MAIN

INSTALL FIRE HYDRANT

AND 17 LF OF FIRE SERVICE

C4.4

8" WATER MAIN TO LODGING

AREA. SEE SHEET C2.11

FOR PLAN & PROFILE

HORIZONTAL RADIUS PER

MANUFACTURER'S

RECOMMENDATION, TYP.

C4.4

EXISTING

BOULDER

C5.5

C5.6

10+00

11+00

12+00

13+00

14+00

15+00

-1.32%

-0.79% -1.60% -2.73%

-3.19%

-4.26%

-0.59%

.P . E

" 1

.P . E

" G

.P . E

" G

.P . E

" G

.P . E

" T

.P . E

" G

.P . E

C E

C O

N N

O N

.P . E

" G

.P . E

" C

R O

.P . E

" G

.P . E

" 2

.P . E

" T

.P . E

C E

C O

N N

O N

UGP

EW(A)

UGP

U G

-7

EW(A)

UGP

UGP UGP

UGP

EW(A)

EW(A) EW(A)

EW(A)

EW(A) EW(A)

EW(A)

(A)

EW(A)

EW(A

EW(A)

(A)

EW(A) EW(A)

EW(A)

EW(A

EW(A)

W V

E E

W V

ES(D)

EW(D

EW(D)

(D)

EW(A)

ES(D)

ES(A)

ES(D)

ES(D

ES(D)

W S

W 10''

W 4''

W 4''W S

W S

D Y H

Y H

10+00

11+00

12+00

13+00

14+00

15+00

WOMENS

SHOWERS

B2 A7

E2 E3

PUBLIC

SHOWERS

W S

WS WS

W S

WS WSWS WS

W S

WS W

W S

WS W

W S

WS WS

W S

D Y H

W S

STA 10+95.64

10" 11.25 & 45 DEG BENDS

STA 11+85.54

10" GATE VALVE

STA 11+91.52

10" GATE VALVE

STA 12+05.06

10" GATE VALVE

STA 12+08.06

10" TEE

STA 12+11.10

10" GATE VALVE

STA 12+48.93

WATER SERVICE

CONNECTION

STA 13+55.37

WATER SERVICE

CONNECTION

STA 14+69.15

10" GATE VALVE

STA 14+72.15

10" CROSS

STA 14+75.15

10" GATE VALVE

STA 14+81.90

10" 22.5 DEG BEND

STA 11+88.52

10" TEE

L=78.19' R=247.01 D=18°08'14"

L=65.00' R=48.35 D=77°00'52"

L=67.78' R=345.99 D=11°13'30"

END CURVE

N 1685416.22

E 962254.37

BEGIN CURVE

N 1685244.67 E 962312.13

DOUBLE CURVE

N 1685197.74

E 962374.26

DOUBLE CURVE

N 1685171.95 E 962436.83

END CURVE

N 1685121.50

E 962469.69STA 43+45.10

WATER SERVICE

CROSSING

A2B9

A1 B8

20 0 20 40

SCALE OF FEET

10 0 10 20

9/3 /21

:12

F :\1

IL3

\D W

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

L. OTTEY

K. GAUTHIER

03.06.2024

REPLACE SWIFTCURRENT WATER DISTRIBUTION SYSTEM

GLACIER NATIONAL PARK

307606

PLAN

PROFILE

WATER PLAN & PROFILE

TANK TO DISTRIBUTION

STA 10+00 TO 15+00

C2.3

3' MINIMUM COVER

10" DR-11 HDPE WATER MAIN

TRENCH DISTURBANCE

LIMITS (TYP.)

HORIZ.

VERT.

KEY MAP

NTS

INSTALL 30 LF OF 4"

HDPE WATER SERVICE

INSTALL 54 LF OF 2" HDPE

WATER SERVICE

SEE SHEET C2.18 FOR

PLAN & PROFILE

C4.1

C4.4

SHEET C

2.2

SHEET C

2.3

SHEET C2.3

SHEET C2.4

APPROXIMATE EXISTING GROUND

AT CENTERLINE OF WATER MAIN

10" DR-11 HDPE WATER MAIN

SEE SHEET C2.17 FOR

PLAN & PROFILE

SEE SHEET C2.16 FOR

PLAN & PROFILE

CONNECT TO EXISTING I

CABINS LOOP WATER MAIN.

SEE NOTE 4 BELOW

NOTES:

1. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY.

2. WATER MAIN SLOPES SHOWN IN PROFILE ARE APPROXIMATE.

2.1. CONTRACTOR TO ENSURE MINIMUM COVER OF 3 FT IS ACHIEVED.

2.2. ALL WATER MAIN TO SLOPE TOWARD LOW POINT DRAIN, AS SHOWN.

2.3. CONTRACTOR TO VERIFY ALL SERVICES DRAIN TO MAIN.

3. THIS PLAN AND PROFILE IS FOR THE 10" DISTRIBUTION MAIN. SEE SHEETS C2.6 TO C2.10 FOR PARALLEL 4" TANK FILL LINE PLAN AND PROFILE.

3.1. THE PARALLEL 10" AND 4" MAINS ARE HORIZONTALLY SEPARATED 3 FT FROM CENTER OF EACH PIPE.

3.2. THE PARALLEL 10" AND 4" MAINS ARE TO BE BURIED GENERALLY AT THE SAME INVERT ELEVATION, UNLESS OTHERWISE NOTED.

4. INSTALL 10"X4" REDUCER, 12 LF OF 4" HDPE AND 4" GATE VALVE TO CONNECT TO THE I CABINS. COORDINATE WITH CO.

5. CONSTRUCTION SPOILS AND IMPACTS TO BE CONTAINED WITHIN NON-VEGETATED AREAS AS MUCH AS FEASIBLE, OR AS APPROVED BY THE CO (TYP.)

HORIZONTAL RADIUS PER

MANUFACTURER'S

RECOMMENDATION, TYP.

E CABINS

LOOP

A CABINS

LOOP

B CABINS

LOOP

ABANDONED WATER MAIN

ABANDONED

WATER MAIN

15+00

16+00

17+00

18+00

19+00

20+00

-0.59%-0.59% -0.59% -1.50%

-0.59% -0.59%

.P . E

" G

.P . E

" T

.P . E

" G

.P . E

C E

C O

N N

O N

.P . E

" 1

.P . E

" 4

.P . E

" W

(A)

UGT

UGP

EW(A)

(A)

EW(A)

UGP

UTV

UGP

CP-3

CP-99

CP-7

CP-50

EW(A) EW(A)

EW(A)

U G

EW(A) EW(A)

EW(A)

(A)

EW(A)

EW(A) EW(A)

EW(A)

(A)

EW(A)

EW(A) EW(A)

EW(A)

EW(A)EW(A)

(A)

WVWV

S T

ES(D)

EW(D)

EW(D

EW(D)

(D)

EW(D)

EW(D

EW(A)

ES(D

ES(D)

ES(D

ES(D)

W 8''

W 10''

W 10'' W 10''

W 10''

W 4''

W S

D Y

16+00

17+00

18+00 19+00

20+00

MOTEL

W S

D Y

STA 15+14.97

10" GATE VALVE

STA 15+17.97

10" TEE STA 15+20.97

10" GATE VALVE

STA 17+68.56

10" 45 DEG BEND

STA 17+89.55

10" WATER METER

STA 18+20.01

10" 11.25 & 45 DEG BENDS

STA 17+14.72

WATER SERVICE

CONNECTION

BEGIN CURVE

N 1685008.32 E 962481.16

END CURVE

N 1684992.68

E 962525.28

L=47.24' R=101.50 D=26°39'58"

L=30.05' R=98.50 D=17°28'51"

BEGIN CURVE

N 1684980.40

E 962638.53

END CURVE

N 1684972.69 E 962667.46

A2B9

A1 B8

20 0 20 40

SCALE OF FEET

10 0 10 20

9/3…

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File details come from the government source that posted it. Updated Jun 12, 2024.