B08_Attachment_2_-_Construction_Drawings.pdf

PDF 13 MB Posted May 6, 2026

Attached to: GLBA REHAB WATERLINE
Solicitation number: 140P9726R0002
Issued by: Department of the Interior National Park Service Alaska Region

About this file

Written by GovTribe AI · May 6, 2026

Construction Drawings for Glacier Bay National Park Water System Rehabilitation

This file contains comprehensive construction drawings for the rehabilitation of water distribution lines at Glacier Bay National Park and Preserve in Alaska. The project involves installing approximately 215,000 linear feet of new water mains ranging from 6 to 10 inches in diameter, with associated infrastructure including gate valves, fire hydrants, blowoff valves, air release valves, and water service connections to various park facilities. The work includes three primary phasing zones: Station 100+00 to 109+70 (to be completed first to ensure water service continuity), Station 10+00 to 25+00 (must be completed outside visitor season May 15–September 15), and Station 200+00 to 215+27 (also restricted to non-visitor season). The drawings specify High-Density Polyethylene (HDPE) DR 11 pipe as the primary material with detailed connection details to existing water infrastructure, including tie-ins to six-inch and eight-inch ductile iron and polyvinyl chloride mains.

The construction documents establish critical operational and environmental requirements, including maintenance of water and sanitary sewer service to all buildings during construction, mandatory archaeological monitoring during all ground disturbance activities, and a Storm Water Pollution Prevention Plan (SWPPP). Contractors must maintain pedestrian and emergency vehicle access throughout construction with maximum traffic delays of 10 minutes, implement tree protection measures within five feet of the centerline (outside disturbance limits), and restore all disturbed surfaces to pre-construction or better condition. The drawings include detailed specifications for trench excavation, pipe bedding, mechanical joint restraints, water-sewer separation distances (minimum 10 feet parallel, 18 inches at crossing points), valve installation, backfill procedures, and asphalt patching. Material staging is restricted to a designated lot outside the park boundary, and the contractor must coordinate with the Contracting Officer regarding any deviations from the approved phasing plan or environmental compliance procedures.

View the file

Other files

File	Type	Posted
Sol_140P9726R0002_Amd_0005.pdf	PDF	Aug 6, 2026
Sol_140P9726R0002_Amd_0004.pdf	PDF	Jul 17, 2026
Sol_140P9726R0002_Amd_0003.pdf	PDF	Jun 16, 2026
Q_As_Waterline_0003.pdf	PDF	Jun 16, 2026
Sol_140P9726R0002_Amd_0002.pdf	PDF	Jun 8, 2026
B08_Solicitation_Content_0001.pdf	PDF	May 12, 2026
Sol_140P9726R0002_Amd_0001.pdf	PDF	May 12, 2026
B08_Attachment_4_-_CM-16_Submittal_Form.pdf	PDF	May 6, 2026
B08_Attachment_7_-_Past_Performance_Questionnaire.docx	DOCX document	May 6, 2026
B08_Attachment_10_-_Subcontracting___Worksheet.xlsx	XLSX spreadsheet	May 6, 2026
B08_Attachment_9_-_SF25A-23a_Payment_Bond.pdf	PDF	May 6, 2026
B08_Attachment_5_-_Submittal_List.pdf	PDF	May 6, 2026
B08_Attachment_8_-_SF25-23a_Performance_Bond.pdf	PDF	May 6, 2026
B08_Attachment_3_-_Seismic_Tests___Special_Inspections.pdf	PDF	May 6, 2026
B03_Attachment_6_-_DB_WD_AK20260001.pdf	PDF	May 6, 2026
Sol_140P9726R0002.pdf	PDF	May 6, 2026
B08_Attachment_1_-_Div_1___Tech_Specifications.pdf	PDF	May 6, 2026

Show all 17

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

SCALE OF MILES

35 0 35

2,000

SCALE OF FEET

SCALE OF METERS

2,000

50 0 50

0 6,000

100 150

4,000

GLACIER BAY NATIONAL PARK AND PRESERVE

TELEPHONE

VISITOR CENTER

RESTROOMS

PARKING

UNPAVED ROAD

INFORMATION CENTER

PICNIC AREA

V.C.

RIVER OR CREEK

STATE LINE

COUNTY LINE

PAVED ROAD

PARK BOUNDARY

LEGEND

STATE

NATIONAL PARK SERVICE

DENVER SERVICE CENTER REGION BOROUGH

DEPARTMENT OF THE INTERIOR

UNITED STATES LOCATION WITHIN PARK

NAME OF PARK

TITLE OF DRAWING

989A

20HOONAH ALASKA OF

PKG.

NO. SHEET

DRAWING NO.

GLACIER BAY NATIONAL PARK AND PRESERVE

ALASKA

REHAB WATER SERVICE LINES

BARTLETT COVE

THIS PROJECT

CONSTRUCTION DRAWINGS

187563

132AT BARTLETT COVE HOUSING

AMPHITHEATER

GAS STATION / GASOLINE

AIRPORT

CAMPGROUND

RESTAURANT / FOOD SERVICE

RANGER STATION

SCHOOL

APPROX. PROJECT BOUNDARY

PARK HEADQUARTERSHQ.

100% COMPLETE

ABBREVIATIONS

APPROX. APPROXIMATE

BLDG. BUILDING

COMM. COMMUNICATIONS

CONC. CONCRETE

CP CONTROL POINT

CMP CORRUGATED METAL PIPE

CPP CORRUGATED PLASTIC PIPE

D DIAMETER

DI DUCTILE IRON

ELEV. ELEVATION

FM FORCE MAIN

UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU UGU

NG NG NG NG NG

EFM EFM

ESW ESW

X X X X X X

UGT UGT UGT UGT

UGP UGP UGP

DJ&A CONTROL POINT140

125.77 EXISTING - SPOT ELEVATION

GWM

ETE

EXISTING - EDGE OF GRAVEL

EXISTING - TOE OF BANK

EXISTING - SEWER FORCE MAIN

EXISTING - ROAD CENTER

EXISTING - CULVERT

EXISTING - BUILDING

EXISTING - DECK

EXISTING - BUILDING - MISCELLANEOUS

EXISTING - UNDERGROUND WATER LINE

EXISTING - TOP OF BANK

EXISTING - UTILITY - MISCELLANEOUS

EXISTING - STEPS

EXISTING - UNDERGROUND GAS

EXISTING - GENERAL CONCRETE SLAB LINE

EXISTING - BUILDING OVERHANG

EXISTING - TRAIL OR FOOT PATH

EXISTING - EDGE OF ASPHALT

EXISTING - ROAD SHOULDER

EXISTING - DITCH LINE

EXISTING - TREE LINE

EXISTING - SIGN

EXISTING - TIMBER

EXISTING - TOP OF RETAINING WALL

EXISTING - BOTTOM OF RETAINING WALL

EXISTING - WOODEN VERTICAL BOARD FENCE

EXISTING - MISCELLANEOUS

EXISTING - FENCE GATE

EXISTING - UNDERGROUND STORM WATER LINE

EXISTING - CHAIN LINK FENCE

EXISTING - MINOR CONTOUR

EXISTING - MAJOR CONTOUR

EXISTING - UNDERGROUND COMMUNICATIONS

EXISTING - UNDERGROUND POWER

EXISTING TELEPHONE/COMMUNICATIONS PEDESTAL

EXISTING LIGHT POLE

EXISTING MISCELLANEOUS MANHOLE OR GENERAL UNDERGROUND UTILITY BOX

EXISTING SANITARY SEWER MANHOLE

EXISTING WATER WELL

EXISTING WATER VALVE

EXISTING SANITARY SEWER CLEANOUT ACCESS OR TANK RISER

EXISTING WATER HYDRANT

EXISTING SIGN (SINGLE POST)

EXISTING ELECTRIC MANHOLE

EXISTING ELECTRIC TRANSFORMER

EXISTING ELECTRIC MISC - OUTLET OR OTHER MISC. ELECTRIC

EXISTING GROUNDWATER MONITORING WELL

EXISTING GAS WELL OR MANHOLE

EXISTING WATER METER

EXISTING WATER MANHOLE OR WATER TANK LID

EXISTING WATER BLOWOFF

EXISTING WATER HOSEBIB, FAUCET, OR SPIGOT OUTLET

EXISTING GUY WIRE (THE GROUND CONNECTION POINT)

EXISTING BOLLARD

EXISTING LARGE ROCK OR BARRIER BOLLARD TYPE ROCK

EXISTING DECIDUOUS TREE (AS NOTED)

EXISTING CONIFEROUS TREE (AS NOTED)

EXISTING STORM ROOF DROP INLET/OUTLET - POINT

EXISTING UTILITY MARKER

EXISTING - BUILDING FINISHED FLOOR ELEVATION SURVEY SHOT

EXISTING SANITARY SEWER FORCE MAIN VALVE

EXISTING ELECTRIC METER

POINT SYMBOLOGY

HC HANDICAPPED

HDPE HIGH-DENSITY POLYETHYLENE

HQ HEADQUARTERS

INV. INVERT

MH MANHOLE

RD. ROAD

SAN. SANITARY

ST. STREET

TYP. TYPICAL

UTIL. UTILITY

W WATER

EW EW EW

1. THE UTILITIES SHOWN IN THESE CONSTRUCTION DRAWINGS ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. ALL UTILITIES MAY NOT BE SHOWN, AND THOSE THAT ARE SHOWN MAY NOT BE SHOWN ACCURATELY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING TO DETERMINE THE 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". THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 2 FEET SEPARATION BETWEEN ALL EXISTING DRY UTILITIES AND NEW WATER AND SEWER INSTALLATIONS.

2. MAINTAIN SANITARY SEWER SERVICE TO ALL BUILDINGS DURING CONSTRUCTION. INSTALL BY-PASS PIPING/PUMPING AS NEEDED TO MAINTAIN SERVICE, AS

SPECIFIED IN SECTION 333000 "SANITARY SEWER COLLECTION SYSTEMS".

3. MAINTAIN WATER SERVICE TO ALL BUILDINGS DURING CONSTRUCTION. INSTALL TEMPORARY WATER PIPING & APPURTENANCES AS NEEDED. SHORT INTERRUPTIONS FOR TIE-INS ARE ALLOWED, AS SPECIFIED IN SECTION 011100, "SUMMARY OF WORK”.

4. 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.

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

BACKFILLING OF THE TRENCH IS COMPLETE.

6. ASBESTOS CEMENT PIPE TO BE ABANDONED SHALL REMAIN IN PLACE. CUTTING IS NOT PERMITTED. IF AVOIDANCE IS NOT FEASIBLE, THE CONTRACTOR SHALL COORDINATE REMOVAL WITH THE CO. ALL OTHER ABANDONED PIPE MATERIALS MAY BE CUT IN PLACE AT TRENCH WALLS.

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

OF ALASKA REGULATIONS.

8. THE CONTRACTOR SHALL ONLY DISTURB WITHIN THE LIMITS OF DISTURBANCE SPECIFIED AND SHOWN ON THE CONSTRUCTION DRAWINGS. NO GROUND DISTURBANCE SHALL OCCUR OUTSIDE THE DISTURBANCE LIMITS UNLESS APPROVED BY THE CONTRACTING OFFICER. ALL DISTURBED AREAS MUST BE RESTORED

TO PRE-CONSTRUCTION OR BETTER CONDITIONSPRIOR TO THE COMPLETION OF WORK.

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 AND 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 STOCKPILE FOR REPLACEMENT AS SPECIFIED IN ALL AREAS OF EXCAVATION AND DISTURBANCE.

12. RESTORE ALL SURFACES DISTURBED AS SPECIFIED AND SHOWN ON THE CONSTRUCTION DRAWINGS.

13. CONTRACTOR SHALL MAINTAIN SAFE AND CONTINUOUS PEDESTRIAN ACCESS THROUGHOUT CONSTRUCTION. A PEDESTRIAN PHASING PLAN SHALL BE DEVELOPED TO ADDRESS TEMPORARY ROUTES, SIGNAGE, AND PROTECTIVE MEASURES. ANY MODIFICATIONS TO PEDESTRIAN ACCESS REQUIRE PRIOR APPROVAL FROM THE

CONTRACTING OFFICER.

14. THE CONTRACTOR SHALL LIMIT ROAD CLOSURES TO HALF-WIDTH TO ENSURE CONTINUOUS ACCESS FOR NPS EMERGENCY AND OPERATIONS VEHICLES. FLAGGERS MAY BE USED TO CONTROL GENERAL TRAFFIC, WITH WAIT TIMES NOT EXCEEDING 10 MINUTES.

15. AN NPS ARCHAEOLOGICAL MONITOR IS REQUIRED TO BE PRESENT DURING ALL CONSTRUCTION EXCAVATION ACTIVITY.

16. VERTICAL DEFLECTIONS IN HDPE PIPE SHALL BE ACHIEVED USING THE MANUFACTURER'S RECOMMENDED BENDING RADIUS WHENEVER POSSIBLE. WHERE THE REQUIRED DEFLECTION EXCEEDS THE ALLOWABLE BENDING RADIUS, VERTICAL BENDS OR FITTINGS SHALL BE USED.

17. WRAP ALL DIRECT BURY CAST IRON OR DUCTILE IRON PIPE AND FITTINGS INCLUDING HYDRANTS, VALVE BOXES, CURB BOXES, AND ALL OTHER METAL PARTS AND

SURFACES, IN POLYETHYLENE ENCASEMENT.

CIVIL DRAWINGS LEGEND - EXISTING CIVIL DRAWINGS LEGEND - PROPOSED

W 6''

PROPOSED - 6" WATER MAIN

W 8''

PROPOSED - 8" WATER MAIN

W 10''

ARV

H Y D

PROPOSED - 10" WATER MAIN

PROPOSED - GATE VALVE

PROPOSED - AIR RELEASE VALVE

PROPOSED - FIRE HYDRANT

PROPOSED - BLOWOFF VALVE

WM PROPOSED - WATER METER

GENERAL NOTES

EFM EFM

EXISTING - SEWER FORCE MAIN FROM NPS AS-BUILTS

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

-0 3-

.F R

:\D

-P W

W O

R K\

-P R

O D

\D M

LEGEND

GENERAL NOTES

AND ABBREVIATIONS

187563

03/07/2025

GLACIER BAY

NATIONAL PARK AND PRESERVE

307989A

C0.1

SHEET INDEX

SHEET NO. SUB-SHEET NO. SHEET TITLE

1 - COVER

2 C0.1 LEGEND, GENERAL NOTES, AND

ABBREVIATIONS

3 C0.2 EXISTING SITE PLAN AND CONTROL POINT

MAP

4 C0.3 DEMOLITION PLAN

5 C0.4 PHASING PLAN

6 C1.0 WATER SYSTEM SHEET INDEX

7 C1.1 WATER SYSTEM LAYOUT POINTS

8 C1.2 WATER P&P STA 10+00 TO 15+00

9 C1.3 WATER P&P STA 15+00 TO 20+00

10 C1.4 WATER P&P STA 20+00 TO 25+00

11 C1.5 WATER P&P STA 100+00 TO 105+00

12 C1.6 WATER P&P STA 105+00 TO 109+70

13 C1.7 WATER P&P STA 200+00 TO 205+00

14 C1.8 WATER P&P STA 205+00 TO 210+00

15 C1.9 WATER P&P STA 210+00 TO 215+27

16 C2.0 WATER SYSTEM CONNECTION DETAILS 1

17 C2.1 WATER SYSTEM CONNECTION DETAILS 2

18 C2.2 WATER SYSTEM DETAILS 1

19 C2.3 WATER SYSTEM DETAILS 2

20 C2.4 WATER SYSTEM DETAILS 3

FINISHED GROUND ELEV.

AT CENTERLINE OF PIPE

1+00

2 PROFILE VIEW ELEVATION

BAND (BOTTOM OF GRAPH)

TOP OF PIPE ELEV. AT

CENTERLINE OF PIPE

ETE

UGT

U G

UGT

U G

UGT

EFM

UGP

3" HDPE FM

UGP

EFM

EFM EFM

EFM

UGP

6" SEWER

6" SEW

1/ 2"

UGU

3" H

ETE

U G

UGT

U G

UGT

U G

UGT

UGT UGT UGT

UGT

UGT UGT UGT

UGT

UGT UGT UGT UGT UGT UGT

UGT

UGT UGT UGT UGT UGT UGT

UGT

UGT UGT

UGT

UGT UGT UGT

UGT

UGT UGT UGT

UGT

U G

UGT

U G

UGT

U G

UGP

UGT

UGT UGT

UGT

EW EW

EW EW EW

EFM

PARK ROAD

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

-0 3-

.F R

:\D

-P W

W O

R K\

-P R

O D

\D M

EXISTING SITE PLAN

AND CONTROL POINT MAP

187563

03/07/2025

GLACIER BAY

NATIONAL PARK AND PRESERVE

307989A

SCALE IN FEET

0 150 300

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

GLACIER BAY

HEADQUARTERS

MAIN DOCK

EMPLOYEE

HOUSING AREA

INNER DOCK

FUEL DOCK

C0.2EXISTING SITE PLAN AND CONTROL POINT MAP

EW EW EW

WASTEWATER

TREATMENT PLANT

GLACIER BAY VISITOR

INFORMATION STATION

HOONAH CULTURAL

BUILDING

MAINTENANCE

BUILDING

WATER TREATMENT

PLANT

GLACIER BAY LODGE

TLING

IT TRAIL

TWO EXISTING WATER

STORAGE TANKS AT

100,000 GALLONS EACH

NEW DORM

BUILDING

SURVEY NOTES:

1) HORIZONTAL AND VERTICAL UNITS SHOWN HEREON ARE LISTED AS U.S.

SURVEY FEET.

2) HORIZONTAL INFORMATION: COORDINATE VALUES AND DISTANCES SHOWN

HEREON ARE STATE PLANE VALUES AND ARE IN REFERENCE TO U.S. STATE

PLANE COORDINATE SYSTEM, ALASKA STATE PLANE ZONE 1 (5001), NORTH

AMERICAN DATUM 1983 [NAD83(2011)].

3) VERTICAL INFORMATION: GNSS DERIVED ELEVATIONS WERE UTILIZED FOR ALL

MAPPING POINTS ON THIS PROJECT AND IS IN REFERENCE TO NORTH AMERICAN

VERTICAL DATUM OF 1988 (NAVD88) UTILIZING GEOID 12B.

4) THE BASIS OF BEARING FOR THIS PROJECT IS GRID NORTH OF ALASKA STATE

PLANE ZONE 1 (5001).

5) FIELDWORK WAS PERFORMED BETWEEN: OCTOBER 18-27, 2023

CP-1

CP-2

STAGING AREA

GWMGWM

GWM

ETE

UGT

U G

UGT

U G

UGT

EFM

UGP

3" HDPE FM

UGP

EFM

UGP

6" SEWER

6" SEW

UGU

3" H

ETE

UGT

U G

UGT

U G

UGT

UGT UGT UGT

UGT

UGT UGT UGT

UGT

UGT UGT UGT UGT UGT UGT

UGT

UGT UGT UGT UGT UGT UGT

UGT

UGT UGT

UGT

UGT UGT UGT

UGT

UGT UGT UGT

UGT

U G

UGT

U G

UGT

U G

UGP

UGT

EFM

PARK ROAD

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

-0 3-

.F R

:\D

-P W

W O

R K\

-P R

O D

\D M

DEMOLITION PLAN

187563

03/07/2025

GLACIER BAY

NATIONAL PARK AND PRESERVE

307989A

SCALE IN FEET

0 150 300

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

1 FIRE HYDRANT SHED TO BE REMOVED, HYDRANT TO BE PROTECTED IN PLACE

TWO EXISTING WATER

STORAGE TANKS AT

100,000 GALLONS EACH

GLACIER BAY

HEADQUARTERS

MAIN DOCK

INNER DOCK

FUEL DOCK

C0.3

DEMOLITION PLAN

EW EW EW

WASTEWATER

TREATMENT PLANT

GLACIER BAY VISITOR

INFORMATION STATION

HOONAH CULTURAL

BUILDING

MAINTENANCE

BUILDING

WATER TREATMENT

PLANT

GLACIER BAY LODGE

TLING

IT TRAIL

2 BUILDING WATER SERVICE VAULT TO BE REMOVED AND FILLED PER TOPSOIL

PATCH ON DETAIL D/C2.3

3 ASPHALT REMOVAL AND PATCHING ALONG PROPOSED WATER ALIGNMENT

EMPLOYEE

HOUSING AREA

NEW EMPLOYEE

HOUSING BUILDING

DEMOLITION NOTES

1. CUT AND CAP EXISTING PIPES BEING ABANDONED AT CONNECTION POINTS TO PROPOSED SYSTEM IN TRENCH WALLS.

LOT FOR CONSTRUCTION TRAILER

AND ANY MATERIAL STAGING. ALL

OTHER MATERIAL STAGING MUST

OCCUR OUTSIDE OF PARK

BOUNDARY

ETE

UGT UGT

U G

T U

G T

UGT

U G

T U

G T

UGT

UGP

6" W

3" HDPE FM

EFM

6" W

UGP

UGP UGP

UGP

6" DI

EFM EFM

EFM EFM EFM

EFM

UGP

DI W

UGP

UGU

3" H

6" DI

6" D

ETE

8" DI W

UGT

UGT UGT UGT UGT UGT UGT UGT UGT

UGT

UGT UGT UGT UGT UGT UGT UGT UGT

UGT

U G

UGT

U G

UGT

U G

UGT

UGT UGT

U G

UGT UGT UGT UGT UGT

UGT

U G

UGT UGT UGT UGT UGT

UGT

U G

T U

G T

UGT

U G

T U

G T

UGT

UGT UGT

UGT

UGT U

T U

G T

UGP

UGT

UGT UGT

UGT

WVW

WVWVWV

WVWV

EEEE

WVWV

E E

T E

E E

E E T

E E

EMTE ET

E E

6" W

6" PVC

6" P

6" PVC

6" W

6" DI

6" W

2" W

2" DI

4" D

4" W

" D

6" W

FROM RESERVOIR

TO RESERVOIR

EW EW

W S

H Y D

EFM EFM

EFM

ARV

W 6''

W 8''

W 10''

ARV

G V

GV GV

G V

W 8'' W 8''

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

-0 3-

.F R

:\D

-P W

W O

R K\

-P R

O D

\D M

PHASING PLAN

187563

03/07/2025

GLACIER BAY

NATIONAL PARK AND PRESERVE

307989A

SCALE IN FEET

0 150 300

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

C0.4

PARK ROAD

TWO EXISTING WATER

STORAGE TANKS AT

100,000 GALLONS EACH

GLACIER BAY

HEADQUARTERS

INNER DOCK

HOONAH CULTURAL

BUILDING

WATER TREATMENT

PLANT

TLING

IT TRAIL

EMPLOYEE

HOUSING AREA

STA: 100+00 - 109+70 SHALL BE

COMPLETED FIRST TO ENSURE

WATER SERVICE TO THE PARK

PHASING PLAN NOTES

1. PHASING PLAN SUBMITTAL: THE CONTRACTOR SHALL SUBMIT A PHASING PLAN TO THE

CONTRACTING OFFICER (CO) THAT ALIGNS WITH THE REQUIREMENTS OUTLINED ON THIS

SHEET AND IN DIVISION 1 SPECIFICATIONS. ANY DEVIATIONS FROM THE APPROVED PLAN

MUST BE REVIEWED AND APPROVED BY THE CO.

2. DATE LIMITATIONS: WORK SHALL COMPLY WITH THE DATE LIMITATIONS SPECIFIED IN

SPECIFICATION SECTION 01 11 00. ANY REQUIRED WORK OUTSIDE OF THESE LIMITATIONS

MUST BE COORDINATED AND APPROVED IN ADVANCE.

3. TRAFFIC CONTROL: THE CONTRACTOR SHALL IMPLEMENT AN APPROVED TRAFFIC CONTROL

PLAN IN ACCORDANCE WITH DIVISION 1 SPECIFICATIONS TO MAINTAIN SAFE ACCESS FOR

VEHICLES AND PEDESTRIANS. FLAGGERS MAY BE USED AS NECESSARY TO CONTROL

TRAFFIC FLOW.

4. EMERGENCY AND NPS OPERATIONS ACCESS: THE CONTRACTOR SHALL ENSURE IMMEDIATE

ACCESS FOR NPS EMERGENCY AND OPERATIONS VEHICLES AT ALL TIMES. GENERAL

VEHICULAR TRAFFIC MAY EXPERIENCE A MAXIMUM DELAY OF 10 MINUTES.

5. PEDESTRIAN ACCESS: THE CONTRACTOR SHALL DEVELOP AND MAINTAIN A PEDESTRIAN

ACCESS PLAN TO ENSURE SAFE AND CONTINUOUS PEDESTRIAN MOVEMENT THROUGH THE

CONSTRUCTION AREA. ANY MODIFICATIONS TO PEDESTRIAN ACCESS MUST BE APPROVED

BY THE CO.

6. ARCHAEOLOGICAL MONITORING: ARCHAEOLOGICAL MONITORING BY AN NPS-DESIGNATED

REPRESENTATIVE SHALL BE CONDUCTED DURING ALL WORK INVOLVING GROUND

DISTURBANCE. THE CONTRACTOR SHALL COORDINATE WITH THE CO TO ENSURE

COMPLIANCE.

STA: 200+00-215+27

MUST BE COMPLETED

OUTSIDE OF PARKS

VISITOR SEASON OF

MAY 15TH - SEPT 15TH.

STA: 19+16 - 24+85

MUST BE COMPLETED

OUTSIDE OF PARKS

VISITOR SEASON OF

MAY 15TH - SEPT 15TH.

LOT FOR CONSTRUCTION TRAILER

AND ANY MATERIAL STAGING. ALL

OTHER MATERIAL STAGING MUST

OCCUR OUTSIDE OF PARK

BOUNDARY

GWMGWM

GWM

ETE

UGT

U G

UGT

U G

UGT

EFM

UGP

6" W

3" HDPE FM

6" W

UGP

6" DI

EFM

UGP

6" SEWER

6" SEW

DI W

8" D

I W

UGU

3" H

6" DI

6" D

ETE

8" DI W

UGT

U G

UGT

U G

UGT

UGT UGT UGT

UGT

UGT UGT UGT

UGT

UGT UGT UGT UGT UGT UGT

UGT

UGT UGT UGT UGT UGT UGT

UGT

UGT UGT

UGT

UGT UGT UGT

UGT

UGT UGT UGT

UGT

U G

UGT

U G

UGT

U G

UGP

UGT

6" W

6" PVC

6" P

6" PVC

6" W

6" DI

4" W

6" W

2" W

2" DI

4" D

4" W

" D

6" W

FROM RESERVOIR

TO RESERVOIR

H Y D

EFM

ARV

W 6''

W 8''

W 10''

ARV

G V

GV GV

G V

W 8''

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

-0 3-

.F R

:\D

-P W

W O

R K\

-P R

O D

\D M

WATER SYSTEM

SHEET INDEX

187563

03/07/2025

GLACIER BAY

NATIONAL PARK AND PRESERVE

307989A

SCALE IN FEET

0 150 300

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

SEE SHEETS C1.5-C1.6

SEE SHEETS C1.2-C1.4

SEE SHEET C1.7-C1.9

GLACIER BAY

HEADQUARTERS

MAIN DOCK

INNER DOCK

FUEL DOCK

C1.0

EMPLOYEE

HOUSING AREA

TWO EXISTING WATER

STORAGE TANKS AT

100,000 GALLONS EACH

NEW DORM BUILDING

BY OTHERS

UGT UGT

U G

T U

G T

UGT

U G

T U

G T

UGT

UGP

3" HDPE FM

6" W

UGP UGP

UGP

6" DI

EFM EFM

EFM

DI W

UGP

3" H

6" DI

6" D

ETE

8" DI W

UGT

UGT UGT UGT UGT UGT UGT UGT UGT

UGT

UGT UGT UGT UGT UGT UGT UGT UGT

UGT

U G

UGT

UGT UGT

U G

UGT UGT UGT UGT UGT

UGT

U G

UGT UGT UGT UGT UGT

UGT

U G

T U

G T

UGT

U G

T U

G T

UGT

UGT UGT

UGT

UGT U

T U

G T

UGP

UGT

UGT UGT

UGT

6" W

6" P

6" PVC

6" W

6" DI

6" W

2" W

2" DI

4" D

4" W

" D

6" W

FROM RESERVOIR

TO RESERVOIR

EW EW

H Y D

EFM EFM

EFM

ARV

W 6''

W 8''

W 10''

ARV

G V

GV GV

G V

W 8'' W 8''

1028 1029

1043 1044

LAYOUT POINT TABLE

POINT #

NORTHING

2425414.09

2425414.03

2425411.13

2425447.29

2425467.24

2425467.46

2425467.63

2425552.52

2425565.94

2425610.18

2425592.71

2425056.07

2425052.61

2425054.10

2425165.58

2425165.91

2425167.93

2425169.47

2425163.20

2424975.78

2424973.76

2424972.54

2425025.08

2425025.80

2425051.47

2425000.47

2425000.80

2425001.08

2425001.39

2424999.83

2424998.26

2424941.39

2424862.64

2424750.92

2424373.94

2424371.99

2424358.77

2424357.94

2424357.08

2424320.43

2424304.63

2424978.97

2424968.56

2425024.01

EASTING

2262254.20

2262256.71

2262259.44

2262256.42

2262425.94

2262575.47

2262577.97

2262579.56

2262806.99

2262845.19

2262961.63

2263126.18

2263218.40

2263216.86

2263213.52

2262965.87

2262962.05

2262962.41

2262962.87

2262961.43

2262857.42

2262857.19

2262290.79

2262171.63

2262170.20

2263219.43

2263382.57

2263385.59

2263386.96

2263388.53

2263385.79

2263386.11

2263364.28

2263330.10

2263415.16

2263804.62

2263804.17

2263880.05

2263884.16

2263888.10

2263980.28

2263982.78

2262188.56

2262209.13

2262173.78

DESCRIPTION

6" GATE VALVE, CONNECT TO EXISTING WATER MAIN

6" X 6" X 6" HDPE TEE

6" GATE VALVE

2" WATER SERVICE TO RESIDENCE

6" X 6" X 6" TEE TO FIRE HYDRANT

AIR/VAC RELEASE VALVE

2" WATER SERVICE TO RESIDENCE

6" X 6" X 6" TEE TO FIRE HYDRANT

2" WATER SERVICE TO RESIDENCE

6" HDPE 45° BEND

6" GATE VALVE

6" X 8" X 8" HDPE TEE

8" GATE VALVE

8" X 8" X 8" HDPE TEE

8" X 6" HDPE REDUCER

6" GATE VALVE

8" GATE VALVE

BLOWOFF VALVE

8" HDPE 90° BEND

AIR/VAC RELEASE VALVE

8" GATE VALVE

8" X 6" REDUCER CONNECT TO EXISTING 6" WATER MAIN

8" GATE VALVE

8" X 8" X 8" HDPE TEE

8" X 6" HDPE REDUCER

6" GATE VALVE, CONNECT TO EXISTING 6" WATER MAIN

10" X 8" HDPE REDUCER

10" GATE VALVE

BLOWOFF VALVE

10" HDPE 45° BEND

2" WATER SERICE CONNECTION TO WATER TREATMENT PLANT

8" X 10" X 10" HDPE TEE

8" GATE VALVE, CONNECT TO EXISTING 8" DI WATER MAIN

6" X 10" X 10" HDPE TEE

10" GATE VALVE

6" X 10" X 10" HDPE TEE

10" HDPE 45° BEND

10" X 10" X 10" HDPE TEE, CONNECT TO EXISTING

8" HDPE 45° BEND

8" HDPE 22.5° BEND

8" HDPE 45° BEND

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

-0 3-

.F R

:\D

-P W

W O

R K\

-P R

O D

\D M

WATER SYSTEM

LAYOUT POINTS

187563

03/07/2025

GLACIER BAY

NATIONAL PARK AND PRESERVE

307989A

SCALE IN FEET

0 100 200

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

INNER DOCK

C1.1

EMPLOYEE

HOUSING AREA

TWO EXISTING WATER

STORAGE TANKS AT

100,000 GALLONS EACH

ETE

UGP

UGP UGP

UGP UGP UGP UGP

UGP

UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT

UGT

UGT UGT

UGT

UGT UGT UGT

UGT

UGT UGT UGT

UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT

UGT

UGT UGT

UGT

UGT UGT UGT

T E E T

EW EW EW EW EW EW EW

W S

Y DW

W S

ARV

W 6'' W 6'' W 6''

W 6''

W 6'' W 6''

W 6''

G V

10+00

11+00 12+00

13+00 14+00

15+00

10+00

11+00

12+00

13+00

14+00

15+00

6" G

E C

O N

6" X

" X

" H

+0 9.

6" G

2" C

C R

+3 5.

2" H

C E

C O

N N

O N

+8 2.

2" H

C E

C O

N N

O N

+3 3.

6" F

T C

O N

G U

N D

R O

U N

R O

6" G

H Y D

ARV

GV GV

PROFILE

PLAN

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

.F R

:\D

-P W

W O

R K\

-P R

O D

\D M

W G

WATER DISTRIBUTION

PLAN AND PROFILE

STA 10+00 TO 15+00

187563

EA, TF

03/07/2025

GLACIER BAY

NATIONAL PARK AND PRESERVE

307989AC1.2

SCALE IN FEET

0 20 40

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

KEY MAP

NTS

SEE SH

EET C

1.3

6" GATE VALVE, CONNECT TO

EXISTING 6" PVC MAN.

CONTRACTOR TO VERIFY DEPTH,

SIZE, MATERIAL, AND LOCATION

OF EXISTING

FINISH GRADE

6" HDPE DR 11 WATER MAIN

4' MIN. BURY

6" GATE VALVE, CONNECT TO

EXISTING 6" DUCTILE IRON MAIN.

CONTRACTOR TO VERIFY DEPTH,

SIZE, MATERIAL, AND LOCATION

OF EXISTING

STA: 10+07.45

6" GATE VALVE

STA: 10+12.30

6" X 6" X 6" HDPE TEE

STA: 10+09.95

12" CMP CULVERT

CROSSING

STA: 10+35.94

INV ELEV: 35.75

2" HDPE WATER

SERVICE CONNECTION

STA: 13+33.55

6" FIRE HYDRANT

CONNECTION

STA: 13+36.09

2" HDPE WATER

SERVICE CONNECTION

STA: 11+82.63

B C2.2

8' TRENCH DISTURBANCE LIMITS

25' CONSTRUCTION DISTURBANCE LIMITS

A C2.3

C C2.3

A C2.3

B C2.4

A C2.4

EXISTING UNDERGROUND

ELECTRIC UTILITY CROSSING

STA: 10+25.86

PROTECT VEGETATION IN

PLACE, TYP. ALL TREES

WITHIN CONSTRUCTION

DISTURBANCE LIMIT

C2.2 EXISTING UNDERGROUND

ELECTRIC UTILITY , TYP.

EXISTING UNDERGROUND

TELEPHONE UTILITY , TYP.

EDGE OF GRAVEL, TYP.

EXISTING 6" PVC WATER MAIN

EXISTING WATER SERVICE TO

BE ABANDONED IN PLACE TYP.EXISTING SHED,

PROTECT IN PLACE

GRAVEL ROAD

10' SERVICE CONSTRUCTION

DISTURBANCE LIMIT

B C2.2

AIR/VAC RELEASE VALVE

STA: 13+37.66

EXISTING 6" DUCTILE

IRON WATER MAIN

G R

AVEL PATH

BUILDING # Q4

BUILDING # Q9

BUILDING # Q3

6" GATE VALVE

STA 14+81.24

2' TRENCH

DISTURBANCE LIMITS

A C2.3

D C2.4

A C2.0

FIRE HYDRANT ASSEMBLY

C2.4

20'

10'

A C2.0

TIE IN TO EXISTING.

CONTRACTOR TO

VERIFY DEPTH,

SIZE, AND MATERIAL

OF EXISTING PIPE

PROVIDE 2" OF

INSULATION OVER THE

WATER PIPE CROSSING

UNDER THE CMP

A C2.3

INSTALL NEW

WATER METER

INSTALL NEW

WATER METER

A C2.2

..\..\..\dja-pwdrive\DJA\7333.12\Survey\05_Photos & Videos\Google Satellite Image\7333.12 Google Satellite image 01-31-2024.tiff

U G

UGT

U G

UGP

UGP UGP

UGP

UGT UGT UGT UGT UGT UGT UGT UGT UGT

UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT

UGT

UGT UGT UGT UGT UGT UGT UGT UGT UGT

UGT UGT UGT UGT UGT UGT

W E

EW EW EW EW

EW EW

W S

Y D

W 6'' W 6''

W 6''

GV 15+00

16+00

17+00

18+00

19+00

20+00

15+00

16+00

17+00

18+00

19+00

20+00

C M

P C

R O

2" H

C E

C O

N N

O N

+8 1.

6" F

T C

O N

2" H

C E

C O

N N

O N

+4 6.

5° H

" W

H Y D

ARV

GV GV

PLAN

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

.F R

:\D

-P W

W O

R K\

-P R

O D

\D M

W G

WATER DISTRIBUTION

PLAN AND PROFILE

STA 15+00 TO 20+00

187563

EA, TF

03/07/2025

GLACIER BAY

NATIONAL PARK AND PRESERVE

307989A

SCALE IN FEET

0 20 40

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

C1.3

KEY MAP

NTS

PROFILE

T C

BUILDING # Q3

4' MIN. BURY FINISH GRADE

SEE SHEET C1.4

PROTECT VEGETATION IN

PLACE, TYP. ALL TREES

WITHIN CONSTRUCTION

DISTURBANCE LIMIT

TIE INTO EXISTING 2" PVC WATER MAIN,

CONTRACTOR TO VERIFY SIZE, DEPTH,

MATERIAL, AND LOCATION OF EXISTING

STA: 16+26.66

6" FIRE HYDRANT

CONNECTION

STA: 16+21.80

2" HDPE WATER

SERVICE CONNECTION

STA: 15+81.39 2" HDPE WATER

SERVICE CONNECTION

STA: 17+46.75

10' SERVICE

CONSTRUCTION LIMIT, TYP.

BUILDING # Q5

EDGE OF GRAVEL, TYP.

APPROXIMATE 12" CMP CROSSING

STA: 19+70.22

ASSUMED INV ELEVATION = 18.62

8' MAIN TRENCH

DISTURBANCE LIMITS

2' SERVICE TRENCH

DISTURBANCE LIMITS, TYP. EXISTING UNDERGROUND

TELEPHONE UTILITY, TYP.

EXISTING UNDERGROUND

ELECTRICAL UTILITY, TYP.

C C2.2

6" HDPE DR 11 WATER MAIN

6" 45° HDPE PIPE FITTING

STA: 19+16.54

C C2.3

A C2.4

B C2.4

25' CONSTRUCTION

LIMITS

B C2.2

TLIN

IT TR

AIL

B C2.2

FIRE HYDRANT ASSEMBLY

C2.4

20'

10'

PROVIDE 2" OF INSULATION

OVER THE WATER PIPE

CROSSING UNDER THE CMP

(2' ON EITHER SIDE OF

CROSSING)

B C2.0

INSTALL NEW

WATER METER

INSTALL NEW

WATER METER

dj a-pw dr iv e\ D

\S ur ve y\

_P ho to s

Vi de os

\G oo gl e

Sa te llit e

Im ag e\

G oo gl e Sa te llit e im ag e

-3

.ti ff

EFM

U G

UGT

U G

T U

G T

U G

UGT

U G

T U

G T

U G

UGT

W V

EW EW EW EW

W 6''

W 6'' W 6''

W 6''

20+00

21+00

22+00 23+00

24+00

25+00

20+00

21+00

22+00

23+00

24+00

25+00

W O

6" G

" C

M P

C R

+5 5.

6" G

6" X

" T

G S

F M

C R

+5 1.

O P

H Y D

ARV

GV GV

PLAN

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

.F R

:\D

-P W

W O

R K\

-P R

O D

\D M

W G

WATER DISTRIBUTION

PLAN AND PROFILE

STA 20+00 TO 25+00

187563

EA, TF

03/07/2025

GLACIER BAY

NATIONAL PARK AND PRESERVE

307989AC1.4

SCALE IN FEET

0 20 40

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

KEY MAP

NTS

PROFILE

SEE SHEET C1.3

BLOWOFF

STA: 20+07.77

PROTECT VEGETATION IN

PLACE, TYP. ALL TREES

WITHIN CONSTRUCTION

DISTURBANCE LIMIT

C C2.2

C C2.4

8' TRENCH

DISTURBANCE LIMITS

25' CONSTRUCTION

DISTURBANCE LIMITS

B C2.2

EXISTING SEWER FORCE

MAIN UTILITY, TYP.

EXISTING UNDERGROUND

TELEPHONE UTILITY, TYP.

6" X 8" HDPE TEE

STA: 24+89.12

6" GATE VALVE

STA: 24+85.34

24" CMP CULVERT CROSSING

STA: 24+55.42

INV ELEVATION: 25.93

EXISTING SEWER FORCE

MAIN CROSSING

STA: 24+51.54

CONTRACTOR TO VERIFY 18"

MIN VERTICAL SEPARATION

TLINGIT TRAIL

6" GATE VALVE

STA: 20+99.80

A C2.3

C C2.3

4' MIN. BURY

6" HDPE DR 11 WATER MAIN

FINISH GRADE

B C2.3

EDGE OF ASPHALT, TYP.

20'

10'

OAD

SEE SHEET C1.7

EXISTING 6" WATER MAIN AND

GATE VALVES TO BE ABANDONED

PROVIDE 2" OF

INSULATION OVER THE

WATER PIPE CROSSING

UNDER THE CMP

(2' ON EITHER SIDE OF

THE CROSSING)

SEE SHEET C1.6

UGT

UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT

UGT

UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT

UGT

ARV

W 8''

W 8'' W 8'' W 8'' W 8'' W 8''

W 8''

100+00

101+00

102+00 103+00 104+00

105+00

106+00

100+00

101+00

102+00

103+00

104+00

105+00

8" X

" H

U C

6" G

8" H

5°

8" H

5°

8" H

5° B

H Y D

HY D

ARV

GV GV

PLAN

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

.F R

:\U

R S\

O N

\D J&

A, P

C \D

J& A

R G

R O

U P

- G

\IN

E# 6_

G E_

H _D

D S\

-D O

M S\

O R

R O

N \1

-M

_P U

WATER DISTRIBUTION

PLAN AND PROFILE

STA 100+00 TO 105+00

187563

EA, TF

03/07/2025

GLACIER BAY

NATIONAL PARK AND PRESERVE

307989AC1.5

SCALE IN FEET

0 20 40

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

KEY MAP

NTS

8" HDPE DR 11 WATER MAIN

CONNECT TO EXISTING 6"

STUB. CONTRACTOR TO

VERIFY DEPTH, MATERIAL,

AND LOCATION.

EDGE OF ASPHALT, TYP.

UNDERGROUND TELEPHONE UTILITY, TYP.

PARK ROAD

SEE SH

EET C

1.6

AIR/VAC RELEASE VALVE

STA: 101+67.79

D C2.4

8' TRENCH DISTURBANCE LIMITS

25' CONSTRUCTION DISTURBANCE LIMITS

4' MIN. BURY FINISH GRADE

20'

10'

EXISTING 6" PVC

WATER MAIN

B C2.2

6" GATE VALVE

STA: 100+10.00

8" X 6" HDPE REDUCER

STA: 100+11.63

CONNECT TO

EXISTING 6" STUB

PROFILE

C C2.0

A C2.3

8" HDPE 45° BEND

STA: 100+14.00

8" HDPE 45° BEND

STA: 100+61.41

8" HDPE 22.5° BEND

STA: 100+84.46

PROTECT VEGETATION IN

PLACE, TYP. ALL TREES

WITHIN CONSTRUCTION

DISTURBANCE LIMIT

C2.2 RESTORE EXISTING DRAINAGE

SWALE TO EXISTING CONDITIONS

WHEN BACKFILLING

..\..\..\dja-pwdrive\DJA\7333.12\Survey\05_Photos & Videos\Google Satellite Image\7333.12 Google Satellite image 01-31-2024.tiff

ETE

UGT

W 8''

8''

W 8''

GV GV

W 8''

W 8'

W 8''

105+00

106+00

107+00

108+00

109+00

55 50

105+00

106+00

107+00

108+00

109+00

109+70

W O

0° H

8" G

8" X

" X

" H

8" X

" H

U C

6" G

" M

H Y D

ARV

GV GV

PLAN

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

.F R

:\U

R S\

O N

\D J&

A, P

C \D

J& A

R G

R O

U P

- G

\IN

E# 6_

G E_

H _D

D S\

-D O

M S\

O R

R O

N \1

-M

_P U

WATER DISTRIBUTION

PLAN AND PROFILE

STA 105+00 TO 109+70

187563

EA, TF

03/07/2025

GLACIER BAY

NATIONAL PARK AND PRESERVE

307989AC1.6

SCALE IN FEET

0 20 40

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

KEY MAP

NTS

EDGE OF ASPHALT, TYP.

UNDERGROUND TELEPHONE

UTILITY, TYP.

PARK ROAD

25' CONSTRUCTION DISTURBANCE LIMITS

T C1

EDGE OF GRAVEL, TYP.

EXISTING 18" Ø CMP,

PROTECT IN PLACE

PROTECT VEGETATION IN

PLACE, TYP. ALL TREES

WITHIN CONSTRUCTION

DISTURBANCE LIMIT

C C2.2

8" 90° HDPE FITTING

STA: 107+34.14

8" GATE VALVE

STA: 109+55.75

8" X 8" X 8" HDPE TEE

STA: 109+58.58

8" X 6" HDPE

REDUCER

STA: 109+60.08

6" GATE VALVE, CONNECT TO

EXISTING 6" DUCTILE IRON MAIN.

CONTRACTOR TO VERIFY DEPTH

AND LOCATION OF EXISTING

STA: 109+61.23

EXISTING 6" PVC MAIN

A C2.3

C C2.3A

C2.3

C C2.3

8" HDPE DR 11 WATER MAIN

4' MIN. BURY

FINISH GRADE

BLOWOFF VALVE

STA: 107+36.17

C C2.4

8' TRENCH DISTURBANCE LIMITS

SEE SHEET C1.7

B C2.2

PROFILE

D C2.0

TIE IN TO EXISTING 6"

DUCTILE IRON MAIN.

CONTRACTOR TO VERIFY

DEPTH, SIZE, AND MATERIAL

OF EXISTING PIPE20'

10'

RESTORE EXISTING DRAINAGE

SWALE TO EXISTING CONDITIONS

WHEN BACKFILLING

\dja-pwdrive\DJA\7333.12\Survey\05_Photos & Videos\Google Satellite Image\7333.12 Google Satellite image 01-31-2024.tiff

U G

UGT

EFM EFM

EFM

UGT UGT UGT UGT

UGT UGT UGT UGT UGT

UGT

U G

UGT UGT UGT

UGT

UGT UGT UGT UGT

UGT

U G

T U

G T

UGT

U G

T U

G T

UGT

U G

UGT

UGT UGT

UGT

U G

T U

G T

UGT

U G

T U

G T

U G

T U

G T

U G

UGT

U G

T U

G T

U G

UGT

UGT UG

UGT

U G

UGT

U G

UGT

U G

UGT

U G

DYH

WVWV

EW EW

6''

W 6''

W 8'' W 8''

W 8''

W 8'' W 8'' W 8''

W 8''

W 8'' W

10'' W

10''

GV GV

G V

200+00

201+00

202+00 203+00

204+00

205+00

200+00

201+00

202+00

203+00

204+00

205+00

8" X

" X

H D

: 1

C 1.

6) 8"

U N

G R

O U

N D

O N

E U

R O

U N

G R

O U

N D

O N

E U

R O

8" G

8" X

" X

" H

8" G

" C

M P

C R

8" G

8" X

" X

" H

" X

" H

U C

" G

4C O

N N

G W

C E, C O

R T

O V

, D

, L O

D M

H Y D

HY D

ARV

GV GV

PLAN

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

.F R

:\U

R S\

O N

\D J&

A, P

C \D

J& A

R G

R O

U P

- G

\IN

E# 6_

G E_

H _D

D S\

-D O

M S\

O R

R O

N \1

-M

_P U

WATER DISTRIBUTION

PLAN AND PROFILE

STA 200+00 TO 205+00

187563

EA, TF

03/07/2025

GLACIER BAY

NATIONAL PARK AND PRESERVE

307989AC1.7

SCALE IN FEET

0 20 40

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

KEY MAP

NTS

20'

10'

EDGE OF ASPHALT, TYP.

UNDERGROUND

TELEPHONE UTILITY, TYP.

8' TRENCH DISTURBANCE LIMITS

25' CONSTRUCTION DISTURBANCE LIMITS

EXISTING 6" PVC WATER MAIN

36" CMP CROSSING

STA: 203+84.80

ELEV: 19.94

8" X 8" X 8" HDPE TEE

STA: 200+10.00

(STA: 109+58.58, SHEET C1.6)

8" GATE VALVE

STA: 200+11.50

EXISTING SEWER FORCE

MAIN UTILITY, TYP.

PARK ROAD

PROTECT VEGETATION IN

PLACE, TYP. ALL TREES

WITHIN CONSTRUCTION

DISTURBANCE LIMIT

C C2.2

EDGE OF GRAVEL, TYP.

8" GATE VALVE

STA: 204+75.63

10" GATE VALVE

STA: 204+81.34

10" X 8" HDPE REDUCER

STA: 204+80.23

6" GATE VALVE AND 8" X 6" HDPE

REDUCER, CONNECT TO EXISTING 6"

DUCTILE IRON MAIN. CONTRACTOR

TO VERIFY DEPTH, MATERIAL, SIZE,

AND LOCATION OF EXISTING

8" HDPE DR 11 WATER MAIN

10" HDPE DR 11

WATER MAIN

UNDERGROUND TELEPHONE

UTILITY CROSSING

STA: 202+46.17

ASSUMED ELEV: 30.5

UNDERGROUND TELEPHONE

UTILITY CROSSING

STA: 202+48.24

ASSUMED ELEV: 30.46

8" X 8" X 6" HDPE TEE

STA: 202+98.33

8" GATE VALVE

STA: 202+94.69

8" GATE VALVE

STA: 203+01.13

8" X 8" X 8" HDPE TEE

STA: 204+78.69

4' MIN. BURY

FINISH GRADE

SEE SHEET C1.6

B C2.2

C C2.3

SEE SHEET C1.4

C C2.3

A C2.3

C C2.3

SEE SHEET C1.8

PROFILE

E C2.0

PROVIDE 4" OF INSULATION BETWEEN

WATER MAIN & CMP CROSSING

(2' ON EITHER SIDE OF CROSSING)

A C2.3

EXISTING 6" DUCTILE IRON MAIN

CONNECT EXISTING WATER SERVICE TO

RESIDENCE, CONTRACTOR TO VERIFY

SIZE, DEPTH, LOCATION, AND MATERIAL

STA: 201+09.62

EXISTING RESIDENCE

EXISTING OPEN

SIDED STRUCTURE

ASPHALT PATCHINGD

C2.3

ARCTIC PIPE UNDER PAVED

ROADWAYS FROM

STA:204+80.13 TO 205+00.00

UGT

2-1/2" FM

UGT

W V

EW EW EW EW EW EW EW EW EW EW EW

EW EW EW EW EW EW EW EW EW EW

EW EW EW EW EW EW

W 8'

W 10''

W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10''

W 10'' W 10''

G V

204+00

205+00

206+00

207+00 208+00 209+00 210+00 211+00

908580

60555045

205+00

206+00

207+00

208+00

209+00

210+00

W O

G U

N D

R O

U N

O N

E U

R O

G U

N D

R O

U N

O N

E U

R O

G U

N D

R O

U N

O N

E U

R O

G U

N D

R O

U N

O N

E U

R O

G S

R O

O P

" C

M P

C R

G U

N D

R O

U N

O N

E U

R O

G U

N D

R O

U N

O N

E U

R O

" 4

5° H

G U

N D

R O

U N

O N

E U

R O

G U

N D

R O

U N

O N

E U

R O

2" H

C E

C O

N N

O N

2" H

C E

C O

N N

O N

G U

N D

R O

U N

O N

E U

R O

G U

N D

R O

U N

O N

E U

R O

G U

N D

R O

U N

O N

E U

R O

H Y D

ARV

GV GV

PLAN

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

.F R

:\U

R S\

O N

\D J&

A, P

C \D

J& A

R G

R O

U P

- G

\IN

E# 6_

G E_

H _D

D S\

-D O

M S\

O R

R O

N \1

-M

_P U

WATER DISTRIBUTION

PLAN AND PROFILE

STA 205+00 TO 210+00

187563

EA, TF

03/07/2025

GLACIER BAY

NATIONAL PARK AND PRESERVE

307989AC1.8

SCALE IN FEET

0 20 40

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

KEY MAP

NTS

20'

10'

2" HDPE WATER SERVICE

CONNECTION TO WATER

TREATMENT BUILDING

STA: 207+17.29

UNDERGROUND TELEPHONE UTILITY, TYP.

C2.3 8' TRENCH DISTURBANCE LIMITS

25' CONSTRUCTION DISTURBANCE LIMITS

B C2.2

EDGE OF GRAVEL, TYP.

10" 45° HDPE FITTING

STA: 206+28.48

EXISTING UNDERGROUND

TELEPHONE UTILITY CROSSING

STA: 205+10.48

ASSUMED ELEV: 33.31 EXISTING UNDERGROUND

TELEPHONE UTILITY CROSSING

STA: 205+14.64

ASSUMED ELEVATION: 31.33EXISTING UNDERGROUND

TELEPHONE UTILITY CROSSING

STA: 205+15.68

ASSUMED ELEV: 31.34

EXISTING SEWER FM CROSSING

STA: 205+27.07

REQUIRED 18" MIN VERT. SEPARATION

TO BE VERIFIED BY CONTRACTOR

SEE SHEET C1.7

18" CMP CROSSING

STA: 205+50.63

INV ELEVATION: 30.31

EXISTING UNDERGROUND

TELEPHONE UTILITY CROSSING

STA: 206+15.02

ASSUMED ELEV: 34.16

EXISTING UNDERGROUND

TELEPHONE UTILITY CROSSING

STA: 206+20.89

ASSUMED ELEV: 34.59

EXISTING UNDERGROUND

TELEPHONE UTILITY CROSSING

STA: 206+30.29

ASSUMED ELEV: 35.43

EXISTING UNDERGROUND

TELEPHONE UTILITY CROSSING

STA: 206+31.93

ASSUMED ELEV: 35.55

2" HDPE WATER

SERVICE CONNECTION TO

WATER TREATMENT PLANT

STA: 207+69.05

EXISTING UNDERGROUND

TELEPHONE UTILITY CROSSING

STA: 209+36.75

ASSUMED ELEV: 99.08

EXISTING UNDERGROUND

TELEPHONE UTILITY CROSSING

STA: 209+39.83

ASSUMED ELEV: 99.63

EXISTING UNDERGROUND

TELEPHONE UTILITY CROSSING

STA: 209+43.55

ASSUMED ELEV: 100.21

SEE SH

EET C

1.9

EXISTING SEWER FORCE MAIN, TYP.

B C2.4

BLOWOFF VALVE

STA: 205+57.73

PROTECT VEGETATION IN

PLACE, TYP. ALL TREES

WITHIN CONSTRUCTION

DISTURBANCE LIMIT

C C2.2

4' MIN. BURY

FINISH GRADE

C C2.4

10" HDPE DR 11 WATER MAIN

PROFILE

EXISTING UNDERGROUND

TELEPHONE UTILITY CROSSING

STA: 205+11.51

ASSUMED ELEV: 33.31

ASPHALT PATCHINGD

C2.3

ARCTIC PIPE UNDER PAVED

ROADWAYS FROM

STA:205+00.00 TO 205+37.01

UGT U

U G

UGT U

U G

UGT UGT UGT UGT

UGT

T T

EW EW EW EW EW EW EW EW EW

W 10''

W 10'' W 10'' W 10'' W 10''

W 10''

G V

210+00

211+00

212+00 213+00

214+00

215+00

215+27125

120115

210+00

211+00

212+00

213+00

214+00

215+00

215+27.15

" G

" 4

5° H

" X

0" H

" X

" H D

" X

" H D

" C

M P

C R

G U

N D

R O

U N

O N

E U

R O

G U

N D

R O

U N

O N

E U

R O

" X

" T

C O

N N

H Y D

ARV

GV GV

PLAN

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

.F R

:\U

R S\

O N

\D J&

A, P

C \D

J& A

R G

R O

U P

- G

\IN

E# 6_

G E_

H _D

D S\

-D O

M S\

O R

R O

N \1

-M

_P U

WATER DISTRIBUTION

PLAN AND PROFILE

STA 210+00 TO 215+27

187563

EA, TF

03/07/2025

GLACIER BAY

NATIONAL PARK AND PRESERVE

307989AC1.9

SCALE IN FEET

0 20 40

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

KEY MAP

NTS

20'

10'

T C1

24" CMP CROSSING

STA: 213+27.02

10" HDPE 45° BEND

STA: 215+06.27

10" X 10" X 10" HDPE TEE

STA: 215+22.15

EXISTING 8' CHAIN

LINK FENCE, TYP.

TWO WATER

TANKS AT

100,000 GAL EACH

PROTECT VEGETATION IN

PLACE, TYP. ALL TREES

WITHIN CONSTRUCTION

DISTURBANCE LIMIT (TYP.)

C2.2 EXISTING UNDERGROUND

TELEPHONE UTILITY CROSSING

STA: 212+95.22

ASSUMED ELEVATION 124.82

EXISTING UNDERGROUND

TELEPHONE UTILITY CROSSING

STA: 212+96.26

ASSUMED ELEVATION = 124.82

8' TRENCH DISTURBANCE LIMITS

25' CONSTRUCTION DISTURBANCE LIMITS B

C2.2

FIRE PUMP

BLDG.

10" GATE VALVE

STA: 214+01.47

C C2.3

A C2.3

10" HDPE DR 11 WATER MAIN

EDGE OF ASPHALT, TYP.

PARK RO

EDGE OF GRAVEL, TYP.

EXISTING 6" DI WATER

TRANSMISSION MAIN FROM

WATER TREATMENT PLANT

(PROTECT IN PLACE)

EXISTING UNDERGROUND

TELEPHONE UTILITY, TYP.

4' MIN. BURY

FINISH GRADE

EXISTING 6" DI WATER

DISTRIBUTION MAIN

10" X 10" X 6" HDPE TEE

CONNECT TO EXISTING

6" DI SERVICE

STA: 213+97.28

10" X 10" X 6" HDPE TEE

CONNECT TO EXISTING

6" DI SERVICE

STA: 214+05.51

C C2.3

PROFILE

PROVIDE 4" OF INSULATION

OVER THE WATER PIPE

CROSSING UNDER THE CMP

(2' ON EITHER SIDE OF

CROSSING)

A C2.1

EXISTING

12" DI LINE

EXISTING 8" DUCTILE

IRON WATER MAIN

TIE IN TO EXISTING

WATER LINES OUTSIDE

OF VALVE BUILDING

F C2.0

A C2.1

10" X 10" X 8" HDPE TEE

CONNECT TO EXISTING

STA: 213+20.31

C C2.3

ASPHALT PATCHING D

C2.3

ARCTIC PIPE UNDER PAVED

ROADWAYS FROM

STA:212+84.09 TO 213+86.34

B C2.1

UGP

EW EW EW EW EW

W 8''

U G

UGT UGT

W 8''

W 10''

FSW 6''

W 6''

W 10''

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

.F R

:\U

R S\

O N

\D J&

A, P

C \D

J& A

R G

R O

U P

- G

\IN

E# 6_

G E_

H _D

D S\

-D O

M S\

O R

R O

N \1

-M

_P U

WATER SYSTEM

CONNECTION DETAILS 1

187563

EA, TF

03/07/2025

GLACIER BAY

NATIONAL PARK AND PRESERVE

307989A

EXISTING 6" PVC PIPE

STUB, CONTRACTOR TO

VERIFY SIZE, MATERIAL,

LOCATION, AND DEPTH.

C2.0

A C2.0

TLINGIT TRAIL CONNECTION AT STA: 10+09.95

SCALE IN FEET

0 2 4

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

C C2.0

PARK ROAD CONNECTION AT STA: 100+00

SCALE IN FEET

0 2 4

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

D C2.0

PARK ROAD CONNECTION AT STA: 109+58.58

SCALE IN FEET

0 2 4

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

E C2.0

PARK ROAD TO TANK CONNECTION AT STA: 204+78.69

SCALE IN FEET

0 2 4

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

CONNECT PROPOSED

6" HDPE PIPE TO

EXISTING 6" PVC PIPE

WITH MECHANICALLY

RESTRAINED JOINT

PROPOSED FUSIBLE HDPE

6" X 8" CONCENTRIC REDUCER

PROPOSED 8" DR 11 HDPE

PIPE, SEE SHEET C1.5

EXISTING 6" PVC

PIPE, CONNECT

AT PROPOSED

GATE VALVE

EXISTING 6"

DUCTILE IRON

PIPE, CONNECT

AT PROPOSED

GATE VALVE

PROPOSED 6"

GATE VALVE

PROPOSED 6" X 6" X 6" TEE

PROPOSED 6"

HDPE DR 11

WATER MAIN

EXISTING 6" PVC PIPE, CONNECT

AT PROPOSED GATE VALVE,

CONTRACTOR TO VERIFY SIZE,

MATERIAL, LOCATION, AND DEPTH

PROPOSED 8"

GATE VALVE

PROPOSED 8" X 8" X 8"

HDPE TEE

PROPOSED 8"

HDPE DR 11

WATER MAIN

PROPOSED FUSIBLE HDPE 6" X 8"

CONCENTRIC REDUCER

PROPOSED 6"

GATE VALVE

PROPOSED 8"

HDPE DR 11

WATER MAIN

PROPOSED 8"

GATE VALVE

PROPOSED 6"

GATE VALVE

PROPOSED 8"

HDPE DR 11

WATER MAIN

PROPOSED 10"

HDPE DR 11

WATER MAIN

EXISTING 6" PVC PIPE,

CONNECT AT PROPOSED

GATE VALVE, CONTRACTOR

TO VERIFY SIZE, MATERIAL,

LOCATION, AND DEPTH

PROPOSED 8" X 8" X 8"

HDPE TEE

PROPOSED FUSIBLE HDPE 6" X 8"

CONCENTRIC REDUCER

PROPOSED FUSIBLE HDPE 8" X 10"

CONCENTRIC REDUCER

GV GV

G V

B C2.0

HOUSING AREA CONNECTION AT STA: 16+26.66

PROPOSED 4"

GATE VALVE

PROPOSED

6" X 6" X 4"

TEE

EXISTING WATER MAIN TO HOUSING AREA.

CONTRACTOR TO VERIFY SIZE, MATERIAL,

AND DEPTH. CONNECT AFTER THE 4" X 2"

REDUCER USING A 2" COUPLER

G V

PROPOSED 6"

HDPE DR 11

WATER MAIN

F C2.0

CONNECTION TO NPS MAINTENANCE BUILDING AT STA: 213+20.31

PROPOSED

10" X 10" X 8" TEE

SCALE IN FEET

0 2 4

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

SCALE IN FEET

0 2 4

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

EXISTING 8" DI PIPE

CONNECT TO EXISTING 8" DI

WATER MAIN WITH GATE

VALVE. CONTRACTOR TO

VERIFY DEPTH AND

LOCATION

PROPOSED 10" HDPE

DR 11 WATER MAIN

G V

PROPOSED

8" GATE VALVE

TRENCH

DISTURBANCE

LIMITS

TRENCH

DISTURBANCE

LIMITS

TRENCH

DISTURBANCE

LIMITS

TRENCH

DISTURBANCE

LIMITS

TRENCH

DISTURBANCE

LIMITS

TRENCH

DISTURBANCE

LIMITS

PROPOSED FUSIBLE HDPE 4" X 2"

CONCENTRIC REDUCER

ASPHALT

PATCHING

ASPHALT PATCHING

SEE SHEET C1.2 SEE SHEET C1.3 SEE SHEET C1.5

SEE SHEET C1.6 SEE SHEET C1.7 SEE SHEET C1.9

EW EW EW EW

10''

W 10''

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

.F R

:\U

R S\

O N

\D J&

A, P

C \D

J& A

R G

R O

U P

- G

\IN

E# 6_

G E_

H _D

D S\

-D O

M S\

O R

R O

N \1

-M

_P U

WATER SYSTEM

CONNECTION DETAILS 2

187563

EA, TF

03/07/2025

GLACIER BAY

NATIONAL PARK AND PRESERVE

307989A

C2.1

B C2.1

PARK ROAD TO TANK CONNECTION AT STA: 215+22.15

SCALE IN FEET

0 2 4

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

PROPOSED 10" TEE

EXISTING 12" DIP

EXISTING VALVE

BUILDING

PROPOSED 10"

HDPE DR 11

WATER MAIN

A C2.1

FIRE PUMP BUILDING CONNECTIONS AT STA: 213+97.28 AND 214+05.51

PROPOSED 10"

HDPE DR 11

WATER MAIN

PROPOSED

10" X 10" X 6"

TEE

PROPOSED

10" X 10" X 6"

TEE

EXISTING 6" DI WATER SERVICE LINE

TO FIRE PUMP BUILDING

SCALE IN FEET

0 2 4

CONTOUR INTERVAL = 1'

(PLOT SIZE = 22" x 34")

PROPOSED 10"

GATE VALVE

CONNECT TO EXISTING 6" DI

WATER MAIN. CONTRACTOR

TO VERIFY DEPTH AND

LOCATION

CONNECT TO EXISTING 6" DI

WATER MAIN. CONTRACTOR

TO VERIFY DEPTH AND

LOCATION

EXISTING 6"

GATE VALVE

EXISTING 6"

GATE VALVE TRENCH

DISTURBANCE LIMITS

TRENCH

DISTURBANCE LIMITS

CHAIN LINK

FENCE

PROPOSED FUSIBLE

HDPE12" X 10"

CONCENTRIC REDUCER

PROPOSED FUSIBLE

HDPE12" X 10"

CONCENTRIC REDUCER

SEE SHEET C1.9 SEE SHEET C1.9

CONNECT TO EXISTING

12" DI PIPE WITH 12"

ROMAC ALPHA COUPLER

OR APPROVED EQUAL

CONNECT TO EXISTING

12" DI PIPE WITH 12"

ROMAC ALPHA COUPLER

OR APPROVED EQUAL

EXISTING WATER LINE FROM WATER

TREATMENT BUILDING TO TANKS

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

.F R

:\U

R S\

O N

\D J&

A, P

C \D

J& A

R G

R O

U P

- G

\IN

E# 6_

G E_

H _D

D S\

-D O

M S\

O R

R O

N \1

-M

_P U

WATER SYSTEM DETAILS 1

187563

EA, TF

03/07/2025

GLACIER BAY

NATIONAL PARK AND PRESERVE

307989A

A C2.2

PIPE TRENCH DETAIL

NTS

BACKSLOPE AS SPECIFIED

TO CONFORM TO O.S.H.A.

REGULATIONS

INSTALL 3" WIDE WARNING

TAPE 18" MAX. DEPTH

VERTICAL TRENCH

WALLS WITH SHORING TO

CONFORM TO O.S.H.A.

REGULATIONS SUBGRADE OR

GROUND SURFACE

SLOPING, BENCHING AND/OR

SUPPORT SYSTEMS IN THIS

AREA TO CONFORM TO O.S.H.A

REGULATIONS

MINIMUM TRENCH WIDTH FOR 10" DIA. = 32"

MINIMUM TRENCH WIDTH FOR 8" DIA. = 30"

MINIMUM TRENCH WIDTH FOR 6" DIA = 28"

MAXIMUM TRENCH DISTURBANCE LIMIT = 96"

TYPE 1 PIPE BEDDING

PLACED IN 6" MAX.

LAYERS AND COMPACTED

THOROUGHLY.

TYPE 2 PIPE BEDDING WHERE

REQUIRED FOR SOFT OR

UNSTABLE FOUNDATION.

SELECT TYPE 1 BEDDING MATERIAL

PLACED IN 6" LAYERS & COMPACTED

AS SPECIFIED IN SECTION (TBD)

"TRENCH EXCAVATION"

NON-ORGANIC NATIVE

BACKFILL MATERIAL

(COMPACT AS SPECIFIED)

WATER TRENCH DETAIL NOTES:

1. WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT.

2. SEE SPECIFICATIONS FOR ANY MODIFICATIONS TO STANDARD TRENCH MATERIALS AND/OR OTHER TRENCH DESIGN FEATURES.

#14 COPPER TRACE WIRE ON

WATER SERVICES

WATER MAIN

25' MAX ALLOWABLE CONSTRUCTION LIMITS FOR WATER MAINS

10' MAX ALLOWABLE CONSTRUCTION LIMITS FOR WATER SERVICES

EXCAVATOR

4-6' DEEP

TRENCH

TRENCH EXCAVATION

SPOIL PILE

PIPE FUSING

WORKING AREA8' MAX TRENCH DISTURBANCE LIMITS FOR

WATER MAINS AND FIRE HYDRANT LEADS

2' MAX TRENCH DISTURBANCE LIMIT FOR

WATER SERVICES

25' DISTURBANCE LIMIT

12.5' 12.5'

B C2.2

TRENCH DISTURBANCE LIMITS

NTS

TREE PROTECTION NOTES:

1. CONTRACTOR TO REMOVE TREES WITHIN DISTURBANCE LIMITS OF NEW WATER LINE THAT RUNS THROUGH VEGETATED AREAS AS NECESSARY FOR WATER LINE INSTALLMENT. ANY TREE REMOVAL OR TRIMMING TO BE

APPROVED BY CO BEFORE CONSTRUCTION.

2. PROTECT ALL TREES WITHIN 5' OF CENTERLINE OF NEW WATER MAIN (BESIDES TREES WITHIN DISTURBANCE LIMITS THAT WILL BE REMOVED). TREE PROTECTION LOCATION MAY BE ADJUSTED IN THE FIELD BY THE

CONTRACTING OFFICER'S REPRESENTATIVE.

3. OUTSIDE EDGE OF TEMPORARY BARRIER SHALL BE PLACED AT DRIP-LINE OF TREE. TREE GUARDS MAY BE

PLACED AROUND SINGLE TREES OR GROUPS OF TREES.

4. MOVABLE BARRIERS MAY BE SUBSTITUTED FOR IN-GROUND BARRIERS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT PERIMETER OF FENCING REMAINS AT THE DRIP-LINE OF THE TREE AND THAT

TREES ARE PROTECTED.

3'-0"

MIN.

VARIES, 6'-0" MIN.

4' -0

TEMPORARY BARRIER PER

PROJECT SPECIFICATION

EXISTING TREE TO BE

PROTECTED DURING

CONSTRUCTION

MOVABLE POSTS

EXISTING

GRADE

C C2.2

TYPICAL TREE PROTECTION DETAIL

NTS

C2.2

4' M

R Y

EXISTING WATER MAIN.

PROPOSED WATER MAIN TO BE

INSTALLED ON TOP OF EXISTING

WATER MAIN WHERE PROPOSED

ALIGNMENT…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 6, 2026.