B08_Attachment_2_-_Drawings_WRST_248940_Glennallen_3Mar2025.pdf

HQ.

3 3

CAN.U.S.

CHISTOCHINA

GULKANA

GAKONA

GLENNALLEN

COPPER

CENTER

NABESNA

JUNCTION

TONSINA

CHITINA

GULKANA

AIRPORT

WILLOW

LAKE

STRELNA

CHOKOSNA

KENNECOTT

McCARTHY

MAY

CREEK

DAN

CREEK

CHITINA RIVER

BR

EM

NE

R RIVER

MILES LAKE

TONGASS

NATIONAL

FORESTMALASPINA

GLACIER

BAGLEY ICE FIELD

YAHTSE

GLACIER

BERING

GLACIER

JEFFERIES

GL

AC

IER

MILES

GLACIER

MOUNT

ST.ELIAS

MARTIN

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GLACIER

CAPE

YAKATAGA ICY

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YAKUTAT

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LOGAN GLACIER

MT.WRANGELL

MT.

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MT.

DRUM

C H

IS

A N A R

IV

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PTARMIGAN

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ROCKLAKE

RUSSELL

GLACIER

BARNARD

GLACIER

JAKES

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C A N A D A

U N

IT

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TA

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SINONA

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TO

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JUNCTION

TO

ANCHORAGE

TO

VALDEZ

TETLIN

INDIAN

RESERVATION

KLUANE

NATIONAL

PARK

TETL

IN

NATI

ONA

L

WILD

LIFE

PRE

SERV

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GUYOT

GLACIER

CHUGACH

NATIONAL

FOREST

C O P P E R

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BREMNER

GLACIER

CREEK

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TANADA

LAKE

COPPER

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NABESNA ROAD

DUFFYS

TAVERN

FAIRBANKS

CHUGACH MOUNTAINS

WRANGELL

MO

UN

TAI

NS

NUTZOTIN MOUNTAINS

PROJECT

LOCATIONS

WRANGELL-

ST.

ELIAS

NATIONAL

PARK

PRESERVE

GULF

OF

ALASKA

BERING

SEA

FAIRBANKS

ANCHORAGE

PRINCE

RUPERT

WHITEHORSE

JUNEAU

KODIAK

YU

K O N

RI

VE

R

C A N A D A

U N

ITE

D

S T A

TE

S

Y U K O N

A L A S K A

VALDEZ

SHEET

PMIS/PKG NO.

DRAWING NO.

187491

UNITED STATES

TITLE OF DRAWING

OF

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

LOCATION WITHIN PARK

NAME OF PARK

WRANGELL ST. ELIAS NATIONAL PARK & PRESERVE

REGION BOROUGH STATE

ALASKA - ALASKA

WRANGELL-ST. ELIAS NATIONAL PARK AND RESERVE

PRESERVE AND WILDERNESS

PARK AND WILDERNESS

PRESERVE

PARK/PRESERVE/WILDERNESS

/ LANDING STRIP

UNPAVED ROAD

PAVED ROAD

PARK HEADQUARTERS

RANGER STATION

PARK

AIRPORT

RIVER

PARK

BOUNDARY

CONTIGUOUS BOUNDARY

LEGEND

HQ.

SCALE OF KILOMETERS

SCALE OF MILES

15 0 15

15 0

20 25

15 30

ALASKA

REGION 0

SCALE OF MILES

250 250

PMIS

REPLACE DEFICIENT WATER TREATMENT SYSTEM WRST

8/

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REPLACE DEFICIENT VC/HQ WATER TREATMENT

SYSTEM WRST

248940

CONSTRUCTION DOCUMENTS

248940

PROJECT

LOCATIONS

GLENNALLEN

GLENNALLEN, ALASKA

GL

NO DESCRIPTION DATE 1 63

SHEET

PMIS/PKG NO.

DRAWING NO.

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Author

Checker

Designer

G1.1

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SHEET INDEX

WRANGELL-ST. ELIAS NATIONAL PARK & PRESERVE12/01/2023

248940

REPLACE DEFICIENT VC/HQ WATER

TREATMENT SYSTEM WRST

SHEET INDEX

GENERAL

ARCHITECTURAL

CIVIL

STRUCTURAL

PROCESS

MECHANICAL

ELECTRICAL

INSTRUMENTATION & CONTROLS LEGEND

SHEET SHEET NAME

E0.1- GL LEGEND, SCHEDULES , AND LOAD CALCULATIONS

E1.1- GL ELECTRICAL SITE PLAN - GLENNALLEN

E2.1- GL LIGHTING PLA

E2.2- GL POWER AND SIGNAL PLAN

E3.1- GL POWER ONE-LINE DIAGRAM

E3.2- GL ELECTRICAL DETAILS

M0.1- GL MECHANICAL LEGEND AND ABBREVIATIONS

M0.2- GL MECHANICAL SCHEDULES

M0.3- GL MECHANICAL SCHEDULES

M1.1- GL PLUMBING

M2.1- GL FIRST FLOOR HEATING

M3.1- GL FIRST FLOOR VENTILATION

M4.1- GL SCHEMATICS & DETAILS

M4.2- GL DETAILS

IC0.1 INSTRUMENTATION & CONTROLS LEGEND

IC0.2 PROCESS CONTROL NETWORK DIAGRAM

IC1.1- GL PROCESS CONTROL RISER DIAGRAM GLENNALLEN

IC1.2- GL PROCESS CONTROL EQUIPMENT PLAN GLENNALLEN

IC2.1- GL SCADA PANEL SCP - ENCLOSURE LAYOUT GLENNALLEN

IC2.2- GL SCADA PANEL SCP - PANEL LAYOUT GLENNALLEN

IC2.3- GL SCADA PANEL SCP - THREE-LINE POWER GLENNALLEN

IC2.4- GL SCADA PANEL SCP - CONTROL POWER GLENNALLEN

IC2.5- GL SCADA PANEL SCP - PLC INPUTS/OUTPUTS GLENNALLEN

IC4.1- GL CHEMICAL DOSING JBOX - ENCLOSURE LAYOUT GLENNALLEN

IC4.2- GL CHEMICAL DOSING JBOX - SCHEMATIC DETAIL GLENNALLEN

IC5.1 SCHEMATIC DETAILS TYPICAL ANALOG AND DIGITAL I/O

IC5.2 SCHEMATIC DETAILS TYPICAL VFD

IC5.3 SCHEMATIC DETAILS TYPICAL FVNR

PI0.1- GL LEGENDS AND ABBREVIATIONS

PI1.1- GL PRETREATMENT P&ID

PI1.2- GL DISTRIBUTION P&ID

P1.0- GL PROCESS DESIGN CRITERIA

P1.1- GL PROCESS EQUIPMENT PLAN

P1.2- GL PROCESS PIPING PLAN

P1.3- GL PIPING ISOMETRIC

P1.4- GL PROCESS ELEVATIONS

P1.5- GL WATER STORAGE TANK T-10-1 DETAILS

P1.6- GL PROCESS DETAILS

P1.7- GL PROCESS DETAILS

S0.1 SYMBOLS

S0.2 GENERAL NOTES

S0.3 SPECIAL INSPECTION

S1.1 GLENNALLEN WTF FOUNDATION PLAN

S1.2 COPPER CENTER HQ FOUNDATION PLAN

S2.1 GLENNALLEN WTF FOUNDATION DETAILS

S2.2 GLENNALLEN WTF PILASTER & BOLLARD DETAILS

S2.3 GLENNALLEN WTF TRENCH & SUMP DETAILS

S2.4 COPPER CENTER HQ DETAILS

S2.5 GLENNALLEN CANOPY DETAILS

A0.1 ABBREVIATIONS AND SYMBOLS LEGEND

A1.1- HQ FLOOR PLAN

A2.1- GL FLOOR PLAN

A2.2- GL ROOF PLAN AND DETAILS

A3.1- GL EXTERIOR ELEVATIONS & SECTIONS, WALL SECTION

A4.1- GL DETAILS

C1.0- HQ NOTES, LEGEND , AND ABBREVIATIONS

C1.1- HQ EXISTING CONDITIONS AND DEMOLITION

C2.0- HQ SITE PLAN

C3.0- HQ DETAILS

C3.1- HQ DETAILS

C3.2- HQ DETAILS

C1.0- GL NOTES, LEGEND, AND ABBREVIATIONS

C2.0- GL EXISTING CONDITIONS AND DEMOLITION

C3.0- GL SITE LAYOUT

C3.1- GL UTILITY LAYOUT

C3.2- GL UTILITY PROFILES

C4.0- GL DETAILS

C4.1- GL DETAILS

C4.2- GL DETAILS

G1.0 - HQ COVER SHEET

G1.1 SHEET INDEX

G1.2 - HQ CODE STUDY

2 63

CODE STUDY - COPPER CENTER HEAD QUARTERS

REFERENCED CODES AND STANDARDS

INTERNATIONAL BUILDING CODE (IBC) 2021 EDITION

INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2021 EDITION

INTERNATIONAL MECHANICAL CODE (IMC) 2021 EDITION

INTERNATIONAL FUEL GAS CODE (IFGC) 2021 EDITION

INTERNATIONAL FIRE CODE (IFC) 2021 EDITION

UNIFORM PLUMBING CODE (IAPMO) 2018 EDITION

NFPA 70 NATIONAL ELECTRICAL CODE 2017 EDITION

NATIONAL ELECTRICAL SAFETY CODE 2017 EDITION

INTERNATIONAL RESIDENTIAL CODE 2021 EDITION

ASHRAE 90.1 2016 EDITION

NEC 2020 EDITION

INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE 2021 EDITION

NFPA 101 LIFE SAFETY CODE

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS

NPS AUTOMATED CONTROLS STANDARDS

NPS REFERENCE MANUAL 58

EXISTING BUILDING ALTERATION LEVEL

LEVEL 2 (IEBC, 603)

OCCUPANCY CLASSIFICATION

OCCUPANCY

VEHICLE AND WORK BAYS S-2

TREATMENT BAY F-1

EXISTING BUILDING SPRINKLERED

BUILDING DESCRIPTION

CONSTRUCTION TYPE V-B

ALLOWABLE HEIGHT 40 FT (TABLE 504.3)

ACTUAL HEIGHT 21' - 2 1/2" COMPLIES

ALLOWABLE STORIES (IBC, TABLE 504.4)

F-1 1 S-2 2

ACTUAL STORIES 1 COMPLIES

ALLOWABLE AREA (IBC, TABLE 506.2)

F-1 8,500 SF

S-2 13,500 SF

ACTUAL BUILDING AREA (GROSS)

F-1 720 SF COMPLIES

S-2 360 SF COMPLIES

GROSS BUILDING AREA 1,080 SF

FIRE RESISTANCE RATINGS

PRIMARY STRUCTURAL FRAME 0 HOURS

BEARING WALLS 0 HOURS

NONBEARING WALLS AND PARTITIONS 0 HOURS

FLOOR CONSTRUCTION 0 HOURS

ROOF CONSTRUCTION 0 HOURS

OCCUPANT LOAD CALCULATIONS

OCCUPANCY OCCUPANCY EXIT

FACILITY ROOM CLASS AREA (SF) FACTOR (OLF) OCCUPANCY REQ'D REMARKS

GARAGE/ UTILITY

VEHICLE AND WORK BAYS S3 720 SF 300 2 1

TREATMENT BAY F2 360 SF 200 2 1

TOTAL BUILDING OCC: 4

OTHER REQUIREMENTS

MAXIMUM TRAVEL DISTANCE TO EXIT DISTANCE (IBC, TABLE 1017.2)

F-1 200 FT COMPLIES

S-2 300 FT COMPLIES

CODE STUDY - GLENNALLEN

REFERENCED CODES AND STANDARDS

INTERNATIONAL BUILDING CODE (IBC) 2021 EDITION

INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2021 EDITION

INTERNATIONAL MECHANICAL CODE (IMC) 2021 EDITION

INTERNATIONAL FUEL GAS CODE (IFGC) 2021 EDITION

INTERNATIONAL FIRE CODE (IFC) 2021 EDITION

UNIFORM PLUMBING CODE (IAPMO) 2018 EDITION

NFPA 70 NATIONAL ELECTRICAL CODE 2017 EDITION

NATIONAL ELECTRICAL SAFETY CODE 2017 EDITION

INTERNATIONAL RESIDENTIAL CODE 2021 EDITION

ASHRAE 90.1 2016 EDITION

NEC 2020 EDITION

INTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE 2021 EDITION

NFPA 101 LIFE SAFETY CODE

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS

NPS AUTOMATED CONTROLS STANDARDS

NPS REFERENCE MANUAL 58

OCCUPANCY CLASSIFICATION

OCCUPANCY

WATER TREATMENT AREA F-1 (IBC 306.2)

TRUCK STORAGE AREA S-2 (IBC 311.3)

OCCUPANCY SEPARATION NON-SEPARATED OCCUPANCIES (508.3)

BUILDING DESCRIPTION

CONSTRUCTION TYPE V-B

ALLOWABLE HEIGHT 40 FT (TABLE 504.3)

ACTUAL HEIGHT 16'-4" COMPLIES

ALLOWABLE STORIES (IBC, TABLE 504.4)

F-1 1 S-2 2

ACTUAL STORIES 1 COMPLIES

ALLOWABLE AREA (IBC, TABLE 506.2)

F-1 8,500 SF

S-2 13,500 SF

ACTUAL BUILDING AREA (GROSS)

F-1 712 SF COMPLIES

S-2 560 SF COMPLIES

GROSS BUILDING AREA 1,271 SF

FIRE RESISTANCE RATINGS

PRIMARY STRUCTURAL FRAME 0 HOURS

BEARING WALLS 0 HOURS

NONBEARING WALLS AND PARTITIONS 0 HOURS

FLOOR CONSTRUCTION 0 HOURS

ROOF CONSTRUCTION 0 HOURS

OCCUPANT LOAD CALCULATIONS (IBC, TABLE 1004.5)

OCCUPANCY OCCUPANCY EXIT

ROOM CLASS AREA (SF) FACTOR (OLF) OCCUPANCY REQ'D REMARKS

101 VEHICLE BAY S-2 88 200 GROSS 1 1

102 PROCESS ROOM F-1 712 100 GROSS 8 1

103 STORAGE ROOM S-2 472 500 GROSS 1 1

TOTAL BUILDING OCC: 10

OTHER REQUIREMENTS

MAXIMUM TRAVEL DISTANCE TO EXIT DISTANCE (IBC, TABLE 1017.2)

F-1 200 FT

S-2 300 FT

ACTUAL TRAVEL DISTANCE 50'-6" COMPLIES

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WRANGELL-ST. ELIAS NATIONAL PARK & PRESERVE12/01/2023

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REPLACE DEFICIENT VC/HQ WATER

TREATMENT SYSTEM WRST

N.CONWAY

N.CONWAY

L.CHMIELOWSKI

12/01/2023

GENERAL CONSTRUCTION NOTES ABBREVIATIONS

1. EXISTING CONDITIONS AND UTILITIES DERIVED FROM

WRANGELL-ST.ELIAS NATIONAL PARK & PRESERVE PROJECT:

GLENNALLEN MAINTENANCE FACILITY: WATER AND SEWER

IMPROVEMENTS. DRAWING NO 190 / 80,127A, DATED 2013. CONTRACTOR

SHALL VERIFY SITE CONDITIONS BEFORE CONSTRUCTION.

2. EXISTING SEPTIC SYSTEM BASED ON PROJECT STATED IN NOTE 1, AND

ADEC PLAN REVIEW D5039. CONTRACTOR SHALL VERIFY CONDITION OF

UTILITY BEFORE CONSTRUCTION.

3. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE ONLY. THE

CONTRACTOR SHALL VERIFY LOCATIONS BY OBTAINING UTILITY

LOCATES PRIOR TO BEGINNING CONSTRUCTION. COORDINATE UTILITY

RELOCATION WITH NATIONAL PARK SERVICES. EXERCISE CAUTION

DURING EXCAVATION.

4. VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIES

ENCOUNTERED DURING CONSTRUCTION. RECORD LOCATIONS AND

CHANGES TO UTILITIES IN SURVEY NOTES AND ON AS BUILT DRAWINGS.

5. VERIFY INVERTS AND LOCATIONS OF ALL UTILITY CONNECTION POINTS

PRIOR TO INSTALLING PIPE. REPORT DISCREPANCIES FROM PLANS

IMMEDIATELY TO THE ENGINEER OF RECORD.

6. ELEVATIONS SHOWN ARE TO PIPE INVERT OR FINISH GROUND SURFACE,

UNLESS NOTED OTHERWISE.

7. DIMENSIONS SHOWN ARE TO FACE OF BUILDING, OR OUTSIDE EDGE OF

PIPE UNLESS NOTED OTHERWISE.

8. RESTORE ALL DISTURBED PROPERTY OUTSIDE OF WORK LIMITS TO

ORIGINAL CONDITIONS

9. DEWATERING MAY BE REQUIRED FOR ALL EXCAVATIONS THAT

PENETRATE THE GROUND WATER SURFACE. WATER RESULTING FROM

CONTRACTOR'S DEWATERING EFFORT MAY NOT BE PUMPED OR

OTHERWISE DIVERTED INTO EXISTING STORM DRAINS UNLESS

REQUIRED PERMITS ARE OBTAINED BY THE CONTRACTOR. UNDER NO

CIRCUMSTANCES WILL THE CONTRACTOR BE ALLOWED TO DIVERT

WATER FROM THE EXCAVATION ONTO ROADWAYS. CONTRACTOR SHALL

PROVIDE DISPOSAL SITE FOR EXCESS WATER AND SHALL BE

RESPONSIBLE FOR ALL NECESSARY PERMITS AND APPROVALS.

10. THE CONTRACTOR SHALL FOLLOW NATIONAL PARK SERVICE

REGULATIONS FOR NOISE, HOURS OF OPERATIONS, AND DUST CONTROL.

11. THE AUTOCAD FILE FOR THIS SITE PLAN WILL BE PROVIDED TO THE

CONSTRUCTION SURVEYOR. THE SURVEYOR SHALL INFORM THE

ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.

12. MINIMIZE OFF-SITE VEHICLE TRACKING OF SEDIMENTS, SWEEP SITE

ENTRANCE AND EXIT DURING CONSTRUCTION WHEN SOILS

ACCUMULATE TO DEPTHS GREATER THAN ONE-FOURTH INCH. WATER

EXPOSED SOILS AS NECESSARY TO CONTROL GENERATION OF DUST.

CONSTRUCTION ACTIVITIES SHALL BE MONITORED ON A DAILY BASIS TO

DETERMINE IF TRACKING OF DIRT AND DEBRIS ONTO THE ADJACENT

ROADWAYS HAS OCCURRED. ANY NECESSARY CLEANUP SHALL BE

ACCOMPLISHED ON A DAILY BASIS.

13. THE CONTRACTOR SHALL PROVIDE CONTROLS TO LIMIT SEDIMENT

DISCHARGE DUE TO SOIL EROSION. THESE CONTROLS SHALL INCLUDE

REGULAR SWEEPING OF STREETS ADJACENT TO THE SITE THAT

ACCUMULATE SITE SOILS. ADDITIONAL CONTROLS MAY BE REQUIRED IF

THESE MEASURES PROVE INADEQUATE. THE CONTRACTOR SHALL

IMPLEMENT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP).

14. REVISIONS THAT ALTER THE REVIEWED AND APPROVED DESIGN INTENT

REFLECTED IN THIS SET OF SIGNED CONSTRUCTION DRAWINGS MUST BE

APPROVED BY THE ENGINEER OF RECORD.

15. KEEP SITE FREE OF LITTER

R

I

C

H

A

R

D

S

O

N

H

W

Y

R I C

H A

R D

S O

N

H

W Y

GLENN HWY

GLENNALLEN

COPPERVILLE

TAZLINA

PROJECT

LOCATION

LOCATION

PROJECT

G

L

E

Y

GLENNALLEN CAMPUS

NTS

VICINITY MAP: PROJECT AREA

NTS

LEGEND

ADEC - ALASKA DEPT. OF ENVIRONMENTAL CONSERVATION

ARFS - AS REQUIRED FOR SAFETY

AWWA - AMERICAN WATER WORKS ASSOCIATION

BLM - BUREAU OF LAND MANAGEMENT

CMP - CORRUGATED METAL PIPE

CO - CLEANOUT

DIAM. - DIAMETER

EL - ELEVATION

GPD - GALLONS PER DAY

FT - FOOT

H - HORIZONTAL

HDPE - HIGH DENSITY POLYETHYLENE

IBC - INTERNATIONAL BUILDING CODE

IN - INCH

INV - INVERT

LC - LEVELING COURSE

LF - LINEAR FEET

MIN - MINIMUM

NFS - NON-FROST SUSCEPTIBLE

NPS - NATIONAL PARK SERVICE

NSF - NATIONAL SANITATION FOUNDATION

NTS - NOT TO SCALE

OD - OUTSIDE DIAMETER

OSHA - OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

PE - POLYETHYLENE

PSI - POUND PER SQUARE INCH

PVC - POLYVINYL CHLORIDE

S - SEWER

SDR - STANDARD DIMENSION RATIO

SF - SQUARE FOOT

TYP - TYPICAL

WTP - WATER TREATMENT PLANT

PROPOSED EXISTING DESCRIPTION

BUILDING OUTLINE

FENCE

CULVERT

WATER

VALVE

SANITARY SEWER

LEACH FIELD BOUNDARY

CLEANOUT

EDGE OF GRAVEL

BOLLARD

POWER POLE

GEOTECHNICAL TEST PIT LOCATION

C1.0-

NOTES, LEGEND, AND

ABBREVIATIONS

REMOVE AND STORE PROPANE TANK. COORDINATE

WITH OWNER/SUPPLIER FOR NEW LOCATION.

REMOVE WATER TREATMENT

PLANT STRUCTURE. PROTECT

WATER WELL IN PLACE

REMOVE ~30 LF OF WATER DISTRIBUTION PIPE

(2" SUPPLY AND 2" RETURN POLYETHYLENE PIPE IN

6" CARRIER PIPE WRAPPED WITH 3" INSULATION)

REMOVE ~45 LF OF SEWER PIPE AND CLEANOUT.

(4" HDPE WITH 4" INSULATION IN 12" HDPE JACKER)

REMOVE ~40 LF OF 1" HDPE SEASONAL WATER LINE

TRAIL CREW BLDG. PARK STAFF WILL

RELOCATE. NOT IN CONTRACTORS SCOPE

REMOVE ~10 LF OF SEWER PIPE

APPROXIMATE LIMITS OF PROPOSED

LEACH FIELD EXCAVATION

EXISTING CLEANOUT TO REMAIN

EXISTING SEPTIC TANK TO REMAIN

EXISTING SEWER PIPE TO REMAIN

EXISTING LEACH FIELD TO REMAIN

EXISTING CLEANOUT TO REMAIN

REMOVE ~55 LF OF SEWER PIPE.

(4" HDPE WITH 4" INSULATION IN 12" HDPE JACKER)

CUT AND CAP ABANDONED PIPE AND FITTING

CAP ABANDONED PIPE

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REPLACE DEFICIENT VC/HQ WATER

TREATMENT SYSTEM WRST

N.CONWAY

N.CONWAY

L.CHMIELOWSKI

12/01/2023

NOTES:

1. EXISTING CONDITIONS SHOWN ARE COMPILED FROM

"AS-CONSTRUCTED" DRAWINGS FOR THE GLENNALLEN MAINTENANCE

FACILITY, DATED 2013; DESIGN DRAWINGS FOR THE GLENNALLEN

INTERAGENCY EMPLOYEE HOUSING PROJECT, DATED 1994; AND THE

BLM'S GLENNALLEN ADMINISTRATIVE SITE, EXISTING SITE CONDITIONS

SURVEY, WHICH WAS COMPILED FROM FIELD SURVEY AND DESIGN

DRAWINGS.

2. EXISTING DEPTHS OF BURY:

- 1" HDPE SEASONAL WATER LINE IS BURIED AT ~12"

- 4"x12" ARCTIC INSULATED SEWER PIPE IS BURIED AT ~4 FT TO 5 FT

- 6"x12" ARCTIC INSULATED WATER DISTRIBUTION LINE AT ~3FT TO 5FT

- EXISTING DEPTHS OF BURY PER DESIGN INFORMATION AND IS NOT

CONFIRMED.

C2.0-

EXISTING CONDITIONS

AND DEMOLITION

A B C

PROPOSED

WTP

TRAIL CREW BUILDING RELOCATED BY PARK STAFF, NOT IN CONTRACTORS SCOPE

TRAIL

CREW

BLDG.

20' MIN

PROPOSED LEACH FIELD EXPANSION

SITE GRADING AND FINISHED FLOOR, SEE NOTE 4 AND 5. GRADE

TO DRAIN AROUND BUILDING, DO NOT DIRECT STORMWATER

TOWARDS OTHER STRUCTURES OR DRIVING SURFACES.

CONTRACTOR STAGING AND LAYDOWN

PROPOSED SEPTIC TANK

BOLLARDS, SEE ARCHITECTURAL FOR LAYOUT.

INSTALL PER DETAIL 2/C4.2

200' WELL RADIUS

PROPANE TANK, GRADE GROUND

BELOW TANK LOCATION TO BE

LEVEL. TANK SHALL BE PLACED

ON CONCRETE BLOCKS

16'

3'

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REPLACE DEFICIENT VC/HQ WATER

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N.CONWAY

N.CONWAY

L.CHMIELOWSKI

12/01/2023

C3.0-

SITE LAYOUT

NOTES:

1. PROPOSED WATER TREATMENT PLANT (WTP) WILL BE PLACED PER THE

EXISTING WELL LOCATION. CONTRACTOR SHALL FIND CLEAR SPACE

BETWEEN FENCE AND BUILDING AND PROVIDE INFORMATION TO NPS

PROJECT MANAGER BEFORE CONSTRUCTION TO DETERMINE IF FENCE

WILL BE IMPACTED.

2. ORIENTATION OF PROPOSED BUILDING SHALL MATCH ORIENTATION OF

EXISTING BUILDING.

3. SEE STRUCTURAL SHEETS FOR SUBGRADE IMPROVEMENTS FOR

PROPOSED WTP.

4. CONTRACTOR SHALL MEASURE FINISH FLOOR OF EXISTING WTP

BEFORE DEMOLITION AND REPORT ELEVATION TO ENGINEER PRIOR TO

DEMOLITION.

4.1. PROPOSED FINISH FLOOR SHALL BE SET TO ALLOW THE GROUND

IMMEDIATELY ADJACENT TO THE FOUNDATION TO BE SLOPED AWAY

FROM THE BUILDING AT A SLOPE OF NOT LESS THAN 5-PERCENT

FOR A MINIMUM DISTANCE OF 10 FEET MEASURED PERPENDICULAR

TO THE FACE OF THE WALL. (2021 IBC 1804.4)

4.2. SEE SHEET C3.1. CONTRACTOR SHALL SURVEY AND MEASURE

INVERT OF EXISTING SEWER CLEANOUT AT CONNECTION POINT.

FINISH FLOOR OF PROPOSED WTP WILL BE SET TO ACCOMODATE

NEW PIPE SLOPE AND CONNECTION TO SEWER CATCH BASIN AS

SHOWN IN 3/C4.1. COORDINATE WITH ENGINEER.

5. GRAVEL DRIVEWAY SHALL EXTEND FROM EXISTING GRAVEL ACCESS

ROAD TO BUILDING ENTRANCE AND GARAGE DOOR. COMPACT GRAVEL

TO 95% TO CREATE A FIRM, STABLE SURFACE. RESTORE OTHER

DISTURBED AREA AROUND THE BUILDING TO ORIGINAL CONDITION.

6. SITE CONCRETE SHALL CONFORM TO SPECIFICATION 03 30 00.

A B C

50LF 1" HDPE SEASONAL WATER

SERVICE, ~12" BURY DEPTH,

SLOPE TO DRAIN

50LF 4x12 ARCTIC PIPE, SEE DETAIL 1/C4.0

CONNECTION TO BUILDING,

SEE DETAIL 3/C4.1

40LF 6x12 ARCTIC PIPE (2" HDPE SUPPLY

AND 2" HDPE RETURN SERVICE)

SEE DETAIL 2/C4.0

EXISTING CLEANOUT

TO REMAIN

SINGLE CLEANOUT WITH

45-DEGREE BEND,

SEE DETAIL 5/C4.0

45-DEGREE BEND

90-DEGREE BEND

10' MIN.

10' MIN.

TRAIL CREW BLDG.

17'

PROPANE TANK,

SEE MECHANICAL

LEACH FIELD - FOUR 24-FT LONG LATERALS

CONSTRUCTED OF INFILTRATOR CHAMBERS.

SEE DETAILS ON C4.1

24'

~11.3'

DOUBLE CLEANOUT,

SEE DETAIL 5/C4.0

~8 LF 4x12 ARCTIC

PIPE @ 2.0% MIN.,

SEE DETAIL 1/C4.0

DISTRIBUTION BOX,

SEE DETAIL 4/C4.0

TWO RUNS OF ~6LF

4x12 ARCTIC PIPE, SEE DETAIL 1/C4.0

USE DOUBLE WYE OR DISTRIBUTION BOX TO

COMBINE SEWER LINES AND CONNECT TO EXISTING

20'

9.4'

~10 LF 4x12 ARCTIC PIPE @ 2.0% MIN., SEE DETAIL 1/C4.0

45° BEND

DISTRIBUTION BOX,

SEE DETAIL 4/C4.0

11'

EXISTING POWER POLE,

PROTECT IN PLACE

SINGLE CLEANOUT,

SEE DETAIL 5/C4.0

SINGLE CLEANOUT WITH 45-DEGREE

BEND, SEE DETAIL 5/C4.0

GROUND EL≈1444.0

INV≈1439.75

50LF 4x12 ARCTIC PIPE @10.1%

SEE DETAIL 1/C4.0

EXISTING CLEANOUT

GROUND EL≈1447.5

INV≈1444.8

24LF 4x12 ARCTIC PIPE @ 1.7%

SEE DETAIL 1/C4.0

10LF 4x12 ARCTIC PIPE @ 2.7%

SEE DETAIL 1/C4.0

1,000 GALLON PE

SEPTIC TANK,

SEE C4.2

EXISTING SEPTIC

TANK TO REMAIN

CONNECT TO

EXISTING SERVICE

GROUND EL≈1443.0

INV≈1438.8

CAP LINE

CAP LINE

SHEET

PMIS/PKG NO.

DRAWING NO.

187491GL

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WRANGELL-ST. ELIAS NATIONAL PARK & PRESERVE

REPLACE DEFICIENT VC/HQ WATER

TREATMENT SYSTEM WRST

N.CONWAY

N.CONWAY

L.CHMIELOWSKI

12/01/2023

LEACH FIELD NOTES:

1. CONTRACTOR SHALL EXCAVATE 6-FT BELOW BOTTOM OF PROPOSED

LEACH FIELD TO DETERMINE IF A CONFINING LAYER IS PRESENT,

DOCUMENT FINDINGS, AND REPORT TO ENGINEER.

2. THE PROPOSED LEACH FIELD SHALL COVER A MINIMUM OF 270 SF.

3. CONTRACTOR SHALL DOCUMENT INSTALLATION OF PROPOSED LEACH

FIELD AND SEWER PIPE MODIFICATIONS WITH AS-BUILT NOTES,

ELEVATIONS, AND PHOTOS. DOCUMENTATION SHALL BE DELIVERED TO

ENGINEER ONCE CONSTRUCTION IS COMPLETE FOR RECORD

DRAWINGS.

4. THE CAPACITY OF EXISTING LEACH FIELD IS 511 GPD PER 2013 DESIGN

DOCUMENTS. EXISTING SYSTEM WAS APPROVED BY ADEC (PLAN

REVIEW NO.: 8037). PROPOSED LEACH FIELD WILL ADD 182 GPD

CAPACITY TO SYSTEM, PROVIDING A TOTAL CAPACITY OF 693 GPD.

5. DO NOT CONSTRUCT PROPOSED LEACH FIELD UNDER DRIVEWAYS.

WTP UTILITY NOTES:

1. SLOPE SEWER PIPE AT 2-PERCENT.

CONTRACTOR SHALL DETERMINE INVERT

ELEVATION OF EXISTING SEWER AT

CLEANOUT BEFORE CONSTRUCTING NEW

SEWER CONNECTION. MAINTAIN MAXIMUM

COVER OVER SEWER SERVICE FOR AS

MUCH OF THE RUN AS POSSIBLE. RECORD

INVERT ELEVATIONS AND DEPTH OF COVER

AT HORIZONTAL AND VERTICAL CHANGES.

CONTACT ENGINEER IF 4-FT COVER

CANNOT BE MAINTAINED.

C3.1

WTP UTILITIES

1"=10'

C3.1

SEPTIC TANK AND LEACH FIELD

1"=10'

C3.1-

UTILITY LAYOUT

SEPTIC TANK AND SEWER NOTES:

1. GROUND AND PIPE ELEVATIONS COLLECTED BY NPS STAFF.

CONTRACTOR TO LOCATE EXISTING PIPES AND VERIFY CONNECTION

ELEVATIONS BEFORE EXCAVATION AND INSTALLATION.

2. CONTRACTOR SHALL DOCUMENT INSTALLATION OF PROPOSED SEWER

SERVICE RE-ROUTE AND SEPTIC TANK WITH AS-BUILT NOTES,

ELEVATIONS, AND PHOTOS. DOCUMENTATION SHALL BE DELIVERED TO

ENGINEER ONCE CONSTRUCTION IS COMPLETE FOR RECORD DRAWINGS.

EXISTING 4" SEWER PIPE IN

ARCTIC INSULATION

EXISTING CLEANOUT,

INSTALL CONCRETE

COLLAR PER DETAIL 5/C4.0

GROUND EL≈1447.5

INV≈1444.8

SINGLE CLEANOUT AND

CONCRETE COLLAR PER

DETAIL 5/C4.0

GROUND EL≈1444.0

INV≈1439.75

SINGLE CLEANOUT PER

DETAIL 5/C4.0

CONNECT TO EXISTING

SERVICE WITH WYE

GROUND EL≈1443.0

INV≈1438.8

L F

X

A

R C

T

IC

P

IP

E

.1

10LF 4X12 ARCTIC PIPE @ 2.7%

24LF 4X12 ARCTIC PIPE @ 1.7%

EXISTING 4" SEWER PIPE IN

ARCTIC INSULATION

FINISHED GRADE =

EXISTING GROUND

NOTE:

1. CONTRACTOR SHALL VERIFY EXISTING PIPE ELEVATIONS AT

CONNECTION POINTS BEFORE BEGINNING INSTALLATION.

2. SLOPES OF EXISTING PIPES IS ASSUMED BASED ON GRADE OF

EXISTING GROUND.

3. A MINIMUM OF 10-FT OF PIPE IMMEDIATELY UPSTREAM OF SEPTIC

TANK SHALL BE SLOPED AT 1-2%.

T

L

E

A

C

F

I E

L

D

S

FROM WTP

1,000

GALLON

PE SEPTIC

TANK

DOUBLE CLEANOUT PER

DETAIL 5/C4.0

DISTRIBUTION BOX PER

DETAIL 4/C4.0

CONNECT TO EXISTING

SEWER SERVICE, INSTALL

DISTRIBUTION BOX PER

DETAIL 4/C4.0

45° BEND

~10-FT~8-FT

F

R

M

T

P

A

D

M

E

C

H

A

N

I

S

O

P

24-FT

4X12

ARCTIC

PIPE,

2% MIN.

4X12

ARCTIC

PIPE,

2% MIN.

LEACH FIELD

CHAMBERS

LEACH FIELD, SEE

DETAILS ON C4.1

FINISHED GRADE =

EXISTING GROUND

EXISTING 4" SEWER PIPE IN

ARCTIC INSULATION

FLOW FROM WTP

EXISTING 4" SEWER PIPE IN

ARCTIC INSULATION

CONNECT TO EXISTING

SERVICE AT EXISTING

CLEANOUT, INSTALL

CONCRETE COLLAR PER

DETAIL 5/C4.0

SINGLE CLEANOUT AND

CONCRETE COLLAR PER

DETAIL 5/C4.0

FINISHED GRADE =

EXISTING GROUND

45° BEND

SINGLE CLEANOUT AND

CONCRETE COLLAR PER

DETAIL 5/C4.0, AND 45° BEND

NOTE:

1. CONTRACTOR SHALL MEASURE DEPTH OF EXISTING SEWER AT

EXISTING CLEANOUT BEFORE CONSTRUCTION OF WTP BEGINS.

2. FINISH FLOOR ELEVATION OF WTP SHALL BE SET TO OBTAIN THE

MINIMUM SLOPE AND COVER OF THE PROPOSED SEWER SERVICE

CONNECTION FROM THE EXISTING CLEANOUT TO THE WTP. SEE

NOTE 4 ON C3.0 AND THE UTILITY NOTES WITH 1/C3.1

~50-FT

4X12 ARCTIC

PIPE, 2% MIN.

SEE DETAIL 3/C4.1

FOR CONNECTION

TO BUILDING

SHEET

PMIS/PKG NO.

DRAWING NO.

187491GL

SUB SHEET NO.DESIGNED:

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WRANGELL-ST. ELIAS NATIONAL PARK & PRESERVE

REPLACE DEFICIENT VC/HQ WATER

TREATMENT SYSTEM WRST

N.CONWAY

N.CONWAY

L.CHMIELOWSKI

12/01/2023

C3.2

WTP CONNECTION - PROFILE

NTP

C3.2-

UTILITY PROFILES

C3.2

LEACH FIELD - PROFILE

NTP

C3.2

SEPTIC TANK - PROFILE

NTP

DRAWING NO.

187491GL

SUB SHEET NO.DESIGNED:

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WRANGELL-ST. ELIAS NATIONAL PARK & PRESERVE

REPLACE DEFICIENT VC/HQ WATER

TREATMENT SYSTEM WRST

N.CONWAY

N.CONWAY

L.CHMIELOWSKI

12/01/2023

4" HDPE, SDR 17 OR 11

POLYURETHANE INSULATION12" OD THIN WALL HDPE

OUTER JACKET

C4.0

SEWER LINE - 4x12 ARCTIC PIPE

NTS

6" HDPE, SDR 17 CARRIER PIPE

3" THICK POLYURETHANE INSULATION

60 MIL PE OUTER JACKET

C4.0

WATER LINE - 6x12 ARCTIC PIPE

NTS

2" HDPE RETURN LINE

2" HDPE SUPPLY LINE

12"

6" MIN.

6"

4.

0'

M

IN

IM

U

M (O

R A

S N

O

TE

D

6" GRAVEL, COMPACTED TO 95%

CLEAN NATIVE

MATERIAL

COMPACTED TO

90%

ACCESS ROADS,

DRIVING SURFACES

OUTSIDE OF VEHICLE

MANEUVERING AREAS

RESTORE TO ORIGINAL CONDITION

O.D.

ARCTIC PIPE

AS REQUIRED FOR

SAFETY BY OSHA

BEDDING, 2" MINUS CLASSIFIED MATERIAL

EXCAVATE AS REQUIRED TO

REMOVE ALL UNSUITABLE MATERIAL

NOTE: COMPACT BOTTOM OF TRENCH

C4.0

UTILITY TRENCH SECTION

NTS

C4.0

DISTRIBUTION BOX

NTS

NOTES:

1. PRECAST OR PREMANUFACTURED DISTRIBUTION BOX SUITABLE FOR COMMERCIAL

APPLICATIONS THAT MEETS THE MINIMUM DIMENSIONS NOTED IN THIS DETAIL.

2. DISTRIBUTION BOX SHALL BE INSTALLED LEVEL. MANUFACTURER SUPPLIED

"LEVELERS" MAY ONLY BE USED IF THE DIAMETER OF INLET AND OUTLET PIPES IS

NOT DECREASED.

INLET

2' T

YP

4.0' MINIMUM

(OR AS NOTED)

4x12 ARCTIC PIPE PER 1/C4.0

45° BEND

45° WYE

2' T

YP

4.0' MINIMUM

(OR AS NOTED)

4x12 ARCTIC PIPE PER 1/C4.0

45° BEND

45° WYE

4x12 ARCTIC PIPE PER 1/C4.0

45° BEND

SINGLE CLEANOUT DOUBLE CLEANOUT

C4.0

CLEANOUT

NTS

TRACER WIRE, INSTALL FOR SEWER AND WATER PIPES

DETAILSC4.0-

EJIW 1574 CLEANOUT BOX

AND COVER, OR EQUIVALENT

6" MIN.

6" MIN.

6" MIN.

2"

ADJACENT GROUND

4" MIN. CONCRETE, 4000 PSI

CLEANOUT COVER AND

CONCRETE COLLAR

NOTE: CLEANOUTS WITHIN DRIVE AREAS

SHALL BE SET RECESSED INTO ADJACENT

GROUND WITH CONCRETE COLLAR

CONCRETE COLLAR -

PLAN VIEW

EJIW 1574 CLEANOUT BOX

AND COVER, OR EQUIVALENT

CLEAN NATIVE MATERIAL

COMPACTED TO 95%

AutoCAD SHX Text 9"

AutoCAD SHX Text 14"

AutoCAD SHX Text 5.5"

AutoCAD SHX Text 3.5"

AutoCAD SHX Text 4.5"

AutoCAD SHX Text 1"

AutoCAD SHX Text 9.5"

AutoCAD SHX Text

CLEANOUT CAP

AutoCAD SHX Text

CLEANOUT CAP

INCOMING

FLOW

4-IN RIGID BOARD

INSULATION OVER LEACH

FIELD DISTRIBUTION PIPES DISTRIBUTION BOX,

SEE DETAIL 4/C4.0

INSPECTION PIPE, TYP

24'

~11.3'

INFILTRATOR CHAMBERS

SHEET

PMIS/PKG NO.

DRAWING NO.

187491GL

SUB SHEET NO.DESIGNED:

CADD:

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DATE:

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248940

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WRANGELL-ST. ELIAS NATIONAL PARK & PRESERVE

REPLACE DEFICIENT VC/HQ WATER

TREATMENT SYSTEM WRST

N.CONWAY

N.CONWAY

L.CHMIELOWSKI

12/01/2023

C4.1

LEACH FIELD - TYPICAL SECTION

NTS

EXISTING GROUND

UNDISTURBED EARTH

DO NOT PLACE MATERIAL WITHIN CHAMBER

NATIVE SOIL AT BOTTOM OF LEACH

FIELD, DO NOT COMPACT

AS REQUIRED FOR

SAFETY BY OSHA

4-FT MINIMUM

NOTES:

1. ANY SOIL AT BOTTOM OF LEACH FIELD THAT IS COMPACTED SHALL BE DISTURBED, DUG, AND REPOSITIONED

SO THAT NATIVE SOIL IS NOT COMPACTED BEFORE PLACING INFILTRATOR CHAMBERS. KEEP EQUIPMENT AND

VEHICLES OUT OF LEACH FIELD.

2. MOUND SOIL OVER LEACH ABOVE ABOVE EXISTING ELEVATION SO THAT STORMWATER WILL DRAIN AWAY AND

AROUND LEACH FIELD

3. BASIS OF DESIGN: INFILTRATOR CHAMBER DIMENSIONS ARE 34" W x 53" L x 12" H

4. INSTALL SEPARATOR FABRIC PER ADEC ONSITE WASTEWATER SYSTEM INSTALLATION MANUAL (JANUARY 2016).

FINISHED GRADE, MOUND SOIL

TO DRAIN OVER LEACH FIELD

AS REQUIRED FOR

SAFETY BY OSHA

INSPECTION PIPE, TYP

SEPARATOR FABRIC

" M

IN

12"

C4.1

INSPECTION PIPE

NTS

SEPARATOR FABRIC

FINISHED GRADE

REMOVABLE CAP

REFLECTIVE TAPE

4" SOLID WALL PVC PIPE

4" PERF. PVC (1/2" DIAM. PERFORATIONS)

INFILTRATOR CHAMBER

C4.1

BUILDING CONNECTION

NTS

DETAILSC4.1-

C4.1

LEACH FIELD - PLAN

NTS

1-FT

4-FT

4-IN RIGID BOARD INSULATION

4-IN RIGID BOARD INSULATION

C4.1

4X12 ARCTIC PIPE

INSTALL WATERTIGHT AND FLEXIBLE

PIPE TO MANHOLE CONNECTION AT

PENETRATION. SEAL WITH

POLYURETHANE SPRAY IN FOAM

NOTE:

CIVIL SCOPE DETAILS CONNECTION TO CONCRETE WASTEWATER "CATCH BASIN". ALL OTHER WORK

SHOWN IN OTHER DISCIPLINE'S DRAWINGS

TO CONNECTION WITH EXISTING

PIPE AND LEACH FIELD

EXISTING GROUND

2% MINIMUM TO

CONNECTION

45° BEND

2 FT PIPE BETWEEN FITTINGS.GROUT FLOOR TO DRAIN

ARCTIC BOOT CONNECTION FASTENED PER MANUFACTURERS INSTRUCTIONS

5LF @ 5% MINIMUM

STUB PIPE 2-INCH MINIMUM

INTO CATCH BASIN

FINISHED GRADE

INSTALL SINGLE CLEANOUT,

SEE 5/C4.0

DRAWING NO.

187491GL

SUB SHEET NO.DESIGNED:

CADD:

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WRANGELL-ST. ELIAS NATIONAL PARK & PRESERVE

REPLACE DEFICIENT VC/HQ WATER

TREATMENT SYSTEM WRST

N.CONWAY

N.CONWAY

L.CHMIELOWSKI

12/01/2023 11

DETAILSC4.2-

ANCHORS, (TYP OF 6)

CABLE, (TYP OF 3)

SLOPE TO DRAIN SLOPE TO DRAIN

24-IN MANWAY WITH

INSULATED FROST LID

COMPACTED BACKFILL

MUST BE MOUNDED

4-IN TO 6-IN TO ALLOW

FOR SETTLEMENT

ARFS

BACKFILL WITH EXCAVATED MATERIAL,

COMPACT TO 90%

FILL TANK 1/2 FULL OF WATER

PRIOR TO BACKFILLING

SEPTIC TANK FOUNDATION MUST BE

THOROUGHLY COMPACTED NON-FROST

SUSCEPTIBLE MATERIAL

2-FT MINIMUM

1,000 GALLON

PE TANK

NOTE:

1. ANCHORS SHALL BE SEATED AND PROOF

LOADED TO 120% OF DESIGN LOAD.

4-IN ARCTIC SEWER PIPE

FROM EXISTING SYSTEM

FLEXIBLE LOW PRESSURE COUPLING WITH 2 EACH

SCREW CLAMPS TO PROVIDE SMOOTH

TRANSITION (TYP OF 2)

BACKFILL IN 12" LIFTS,

COMPACT TO 90%

NOTE:

1. 1,000 GALLON, TWO COMPARTMENT POLYETHYLENE SEPTIC

TANK MANUFACTURED IN COMPLIANCE WITH 18 AAC AND

APP. H OF THE UNIFORM PLUMBING CODE.

2. SEPTIC TANK MUST BE INSTALLED LEVEL.

3. SOLID PIPE WITH NO JOINTS TO SPAN 10 FEET FROM INLET

AND OUTLET OF TANK

END VIEW

PROFILE

4-IN SEWER PIPE TO LEACH FIELD,

SEE 3/C3.0 FOR INSULATION

24-IN MANWAYS

WITH INSULATED

FROST LIDS

4-IN URETHANE INSULATION, 30 PSI

MINIMUM COMPRESSIVE STRENGTH

4-IN URETHANE INSULATION, 30 PSI

MINIMUM COMPRESSIVE STRENGTH

4-IN PVC INLET TEE

4-IN PVC TEE WITH EFFLUENT FILTER

RATED FOR 700 GPD MINIMUM

2-FT MINIMUM

C4.2

SEPTIC TANK INSTALLATION

NTS

SLOPE TO DRAIN

FINISH

GRADE

6" DIA SCHEDULE 40

STEEL PIPE FILLED WITH

CONCRETE AND PAINTED

(SEE NOTE 1)

CONCRETE

2"

4.0'

18"

3000 PSI

CONCRETE

4.0'

6"

NOTE:

1. POSTS SHALL BE PRIMED AND RECEIVE TWO COATS MINIMUM

OF DARK GREEN POWDER COAT PAINT IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS. TOPCOAT WITH TWO

C4.2

STEEL BOLLARD

NTS

4"

YELLOW

REFLECTORIZED

STRIPPING

COATS OF POLYURETHANE ENAMEL PAINT, YELLOW IN

COLOR.

SYMBOLS LEGEND

ROOM DESIGNATION

WALL TYPE

DOOR DESIGNATION

GRIDLINE

EQUIPMENT DESIGNATION

EXTERIOR ELEVATION DESIGNATION

WINDOW / LOUVER DESIGNATION

DETAIL DESIGNATION

REVISION DESIGNATION

BUILDING SECTION DESIGNATION

PLAN KEYNOTE

INTERIOR ELEVATION DESIGNATION

BREAK LINE

NORTH ARROW / PLAN NORTH

DATUM DESIGNATION

TITLE DESIGNATION

XX

XX

1 VIEW NAME 1

A101

SHT_NO

DET_NO

A101

X'XX" AFF CEILING HEIGHT DESIGNATION

XXXX

RM NO

ROOM NAME

XXXX

FURNITURE DESIGNATION

XXx

WALL SECTION DESIGNATION

XX

DET_NO

SHT_NO

SIM

LEVEL NAME

ELEVATION

GRAPHIC SCALE

XXXX

DET_NO

SHT_NO

SIM

DET_NO

SHT_NO

SIM

DET_NO

SHT_NO

SIM

DETAIL SECTION DESIGNATION

4 80

ABBREVIATIONS LEGEND

AB ANCHOR BOLT

ABS ACRYLONITRILE BUTADIENE STYRENE

ABV ABOVE

A/C AIR CONDITIONING

AC ASPHALTIC CONCRETE

ACP ACOUSTICAL CEILING PANEL

AD AREA DRAIN

ADDL ADDITIONAL

ADF ACCESSIBLE DRINKING FOUNTAIN

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

AFS ABOVE FINISH SLAB

AGGR AGGREGATE

ALUM ALUMINUM

ALT ALTERNATE

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

A

B

BBQ BARBEQUE

BD BOARD

BFF BELOW FINISH FLOOR

BKBD BACK BOARD

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BOD BOTTOM OF DECK

BOT F BOTTOM FACE

BOT BOTTOM

BR BEDROOM

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CER CERAMIC

CFCI CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

CG CORNER GUARD

CMPST COMPOSITE

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUE/CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COP COPPER

CORR CORRIDOR

CPT CARPET

CSK COUNTERSINK

CT CERAMIC TILE

CTR CENTER

CUH CABINET UNIT HEATER

CULT CULTURED

CW COLD WATER PIPING

D

D DEEP/DEPTH

DBL DOUBLE

DEG DEGREE

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DSP DRY STANDPIPE

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E

E EAST

EA EACH

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

EPB ELECTRICAL PANEL BOARD

EPDM ETHYLENE PROPYLENE DIENE MONOMER

ES EACH SIDE

EQ EQUAL

EQUIP EQUIPMENT

EOS EDGE OF SLAB

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

(E) EXISTING

F FAHRENHEIT

FA FIRE ALARM

FAB FABRICATE

FB FLAT BAR

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF & E FURNITURE, FIXTURES AND

EQUIPMENT

FGL FIBERGLASS

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLG FLOORING

FLR FLOOR

FLUOR FLUORESCENT

FLR SK FLOOR SINK

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FP FIRE PROOF

FR FRAME

FRP FIBERGLASS REINFORCED

PLASTIC

FRT FIRE RETARDANT

FRZ FREEZER

FT FEET

FTD FACIAL TISSUE DISPENSER

FTG FOOTING

FURG FURRING

FUT FUTURE

G NATURAL GAS

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GEN GENERAL

GFGI GOVERNMENT FURNISHED /

GOVERNMENT INSTALLED

GFRG GLASSFIBER REINFORCED GYPSUM

GFRC GLASSFIBER REINFORCED CONCRETE

GL GLASS/GLAZING

GLU LAM GLUE LAMINATED WOOD

GPM GALLONS PER MINUTE

GRAN GRANITE

GSB GYPSUM SHEATHING BOARD

GTV GATE VALVE

GWT GLAZED WALL TILE

GYP GYPSUM

GWB GYPSUM WALL BOARD

H HIGH

HB HOSE BIBB

HC HOLLOW CORE

HCP HANDICAPPED

HD HEAD

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HS HAND SINK

HT HEIGHT

HVAC HEATING, VENTILATION AND

AIR CONDITIONING

HW HOT WATER

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

F

G

H

I

ID INSIDE DIAMETER

INCL INCLUDED

IMP INSULATED METAL PANEL

IN INCH

INFO INFORMATION

INSUL INSULATION/INSULATED

INT INTERIOR

INV INVERT

J-BOX JUNCTION BOX

JAN JANITOR

JST JOIST

JT JOINT

KD KNOCK DOWN

KIT KITCHEN

KO KNOCK-OUT

KW KILOWATT

KWH KILOWATT HOUR

L LENGTH

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LB POUND

LBF/SF POUNDS PER SQUARE FOOT

LDG LANDING

LF LINEAR FOOT

LH LEFT HAND

LKR LOCKER

LLV LONG LEG VERTICAL

LOC LOCATION

LT LIGHT

LR LIVING ROOM

LVR LOUVER

M METER

M2 SQUARE METER

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MBR MASTER BEDROOM

MC MEDICINE CABINET

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MI MIRROR

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOULDING

MM MILLIMETER

MO MASONRY OPENING

MOD MODULE

MP METAL PANEL

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

MTG MOUNTING

MULL MULLION

MUN MUNTIN

MW MICROWAVE

N NORTH

NFS NON-FROST SUSCEPTIBLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OBS OBSCURE

OC ON CENTER

OD OUTSIDE DIAMETER

OF/CI OWNER FURNISHED / CONTRACTOR INSTALLED

OF/OI OWNER FURNISHED / OWNER INSTALLED

OFD OVERFLOW DRAIN

OH OVER HANG

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OVHD OVER HEAD

J

K

L

M

N

O

P

PA PUBLIC ACCESS

PC PIECE

PCC PRECAST CONCRETE

PEND PENDANT

PERIM PERIMETER

PH PENTHOUSE

PLAS PLASTER

PLBG PLUMBING

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PROP PROPERTY

PREFAB PREFABRICATE

PT PAINT

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER

AND RECEPTACLE

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QT QUARRY TILE

R RISER

R RADIUS

RA RETURN AIR

RB RUBBER BASE

RB HK ROBE HOOK

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFRIGERATOR

REFL REFLECTED

REG REGISTER

REINF REINFORCE

RECS RECOMMENDATIONS

REQD REQUIRED

RESIL RESILIENT

REST REST ROOM

REV REVISION

RTF RUBBER TILE FLOOR

RFG ROOFING

RLG RAILING

RH RIGHT HAND

RND ROUND

RM ROOM

RO ROUGH OPENING

RWL RAIN WATER LEADER

S SOUTH

SA SUPPLY AIR

SAB SOUND ATTENUATION BLANKET

SB SPLASH BLOCK

SC SOLID CORE

SCHED SCHEDULE

SCD SEAT COVER DISPENSER

SCP SCUPPER

SCR SHOWER CURTAIN ROD

SCRN SCREEN

SD SMOKE DETECTOR

SECT SECTION

SED SEE ELECTRICAL DRAWINGS

SF SQUARE FEET

SHT SHEET

SHR SHOWER

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SL SLOPE

SLDG SLIDING

SLNT SEALANT

SM SHEET METAL

SND SANITARY NAPKIN DISPENSER

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPC SPACING

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SQ SQUARE

SSD SEE STRUCTURAL DRAWINGS

SST STAINLESS STEEL

SMD SEE MECHANICAL DRAWINGS

SMLS SEAMLESS

SS SOLID SURFACE

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

SURR SURROUND

SUSP SUSPENDED

SVCE SERVICE

SW SWITCH

SYMM SYMMETRICAL

SYS SYSTEM

Q

R

S

T

T TREAD

TB TOWEL BAR

TBD TO BE DETERMINED

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

T&G TONGUE AND GROOVE

THRES THRESHOLD

THRU THROUGH

THK THICKNESS

TK BD TACK BOARD

TMPD TEMPERED

TOC TOP OF CURB

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF SLAB

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TS TUBE STEEL

TSH TOWEL SHELF

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

TLT TOILET

UBC UNIFORM BUILDING CODE

UC UNDERCUT

UNGD UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

UNO UNLESS OTHERWISE NOTED

UR URINAL

VAR VARIES

VB VALVE BOX

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VOL VOLUME

VP VENEER PLASTER

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WIDE

W/ WITH

WC WALL COVERING

WCLR WATER COOLER

WD WOOD

WDSP WASTE DISPOSER

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WATER HEATER

W/O WITHOUT

WP WATERPROOF / WATERPROOFING

WR WATER REPELLENT

WSCT WAINSCOT

WSP WET STAND PIPE

WT WEIGHT

WWF WELDED WIRE FABRIC

U

V

W

MATERIALS LEGEND

CONCRETESAND, MORTAR, PLASTER,

TILE, BACKER BOARD

EARTH (UNCLASSIFIED FILL)

CLASSIFIED COMPACTED

FILL

INSULATION - PANEL

GYPSUM BOARD

PLYWOOD

INSULATION - BATT

ACOUSTIC CEILING PANEL

STEEL

ALUMINUM

GLAZING, GLASS

CARPET

FLOORING - CERAMIC TILE

OR RESILIENT

INSULATION - UNDERSLAB

SHEET

PMIS/PKG NO.

DRAWING NO.

187491

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DATE:

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M.BARTOLOME

J.DOUGHERTY

D.ZIEMER

A0.1

ABBREVIATIONS AND

SYMBOLS LEGEND

WRANGELL-ST. ELIAS NATIONAL PARK & PRESERVE12/01/2023

248940

REPLACE DEFICIENT VC/HQ WATER

TREATMENT SYSTEM WRST 12 63

A3.1- GL

A3.1- GL

A3.1- GL

A3.1- GL

1 3

A

CC

A3.1- GL

A3.1- GL

A

101A

101B

A

2'

1"

3'

/2

A

A

A

Bi

B B

B

40' - 0"

VEHICLE BAY

PROCESS ROOM

CHEMICAL

STORAGE

A

3"

20' - 0" 20' - 0"

B

5'

6'

5'

/2

3'

/2

2'

/2

10"

FP1

FP2

FP3

A4.1- GL

FP6

FP7

FP7

5' - 0"

5' - 1 1/2" 10' - 11 3/4"

FP2

3'

5' - 1 7/16"

5' - 4 1/2" 3' - 6 1/2"

/2

102B

5' - 0"

FP5

FP8

C

C C

CC

C

FP4

FP4

FP4

A3.1- GL

A2.1- GL

A4.1- GL

FP9

FP10

A2.1- GL 3

A2.1- GL 4

1"

6' - 0"

2' - 0"

FP4

1'

1'

PER SCHEDULEPER SCHEDULEPER SCHEDULE

P E

R S

C H

E D

U

LE

P E

R S

C H

E D

U

LE

P E

R S

C H

E D

U

LE

FINISH FLOOR

OS F/F N F

PER SCHEDULE

P E

R S

C H

E D

U

LE

3' - 0" 6" 2' - 0" 6"

3'

3'

6"

WALL TYPE A

STRUCTURAL MEMBER, SEE

METAL BUILDING PACKAGE

FOR SIZE AND SPACING

GIRT, SEE METAL

BUILDING PACKAGE FOR

SIZE AND SPACING

6" INSULATED METAL PANEL

WALL TYPE B(i)

5/8" GYPSUM, EACH SIDE

3 5/8" METAL STUD @ 24" O.C. TO

UNDERSIDE OF STRUCTURE ABOVE

ROOF TYPE A

STRUCTURAL MEMBER, SEE

METAL BUILDING PACKAGE

FOR SIZE AND SPACING

GIRT, SEE METAL BUILDING

PACKAGE FOR SIZE AND SPACING

6" INSULATED METAL PANEL

i - INSULATION WHERE INDICATED

2" STANDING-SEAM METAL

ROOFING

WALL TYPE C

3 5/8" METAL STUD @ 24" O.C.

6" INSULATED METAL PANEL

1/2" SHEATHING

FRP PANEL (INTERIOR SIDE OF

ROOM 103 ONLY)

FLOOR PLAN NOTES

1. REFERENCE ELEVATION: ALL ELEVATIONS NOTED ON THIS PLAN CORRESPOND TO REFERENCE

ELEVATION [0’-0”] FOR THIS FLOOR LEVEL. DEVIATIONS AND VARIANCES IN THIS ELEVATION MAY

EXIST, AS INDICATED. UPPER FLOOR ELEVATIONS TO BE NOTED ACCORDINGLY. NOTE: THIS

ASSISTS AND ESTABLISHES NOTED VERTICAL CONTROL AT ALL FLOOR PLANS, REGARDLESS TO

FLOOR LEVEL.

2. WALL TAGS CONTAINING THE SUFFIX 'i' SHALL HAVE STUDS FILLED WITH R-13 BATT INSULATION.

GENERAL ARCHITECTURAL NOTES

1. IT IS THE INTENT THAT ALL CONSTRUCTION SHALL CONFORM TO THE 2021 INTERNATIONAL

BUILDING CODE AND THE LATEST AMENDMENTS AND ORDINAINCES. TO THE BEST OF OUR BELIEF, THESE PLANS ARE IN COMPLIANCE WITH THE APPLICABLE ACCESSIBILITY GUIDELINES. IF

SOMETHING IS DEPICTED THAT APPEARS TO BE AT VARIANCE WITH CODE/STANDARDS, PROMPTLY

NOTIFY THE GOVERNMENT IN WRITING.

2. DIMENSIONING (UNLESS NOTED OTHERWISE):

a.TO FACE OF STUD AT METAL STUDS AND TO FACE OF FINISH AT CONCRETE CONSTRUCTION b.DIMENSIONS NOTED AS "CLEAR" ARE CRITICAL MINIMUMS DIMENSIONED FROM FACE-OF-FINISH

TO FACE-OF-FINISH

3. CONTRACTOR TO VERIFY ALL EQUIPMENT AND MATERIAL SIZES AND PROVIDE ADEQUATE

CLEARANCE AS REQUIRED, BEFORE PROCEEDING WITH THE WORK

WALL ASSEMBLY, TYPE - Bi, SEE A2.1

CONTINUOUS METAL STUD

6" INSULATED METAL PANEL

STRUCTURE BELOW PER MFR

FILL GAPS BETWEEN WALL ASSEMBLY

AND IMPS WITH SEALANT

METAL STUD, CUT AT STRUCTURE

FIRST FLOOR

0' - 0"

B.O. DECK AT EAVE

14' - 0"

CB

APPROXIMATE

LOCATION OF

SEISMIC BRACINGS

SHEET

PMIS/PKG NO.

DRAWING NO.

187491

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

TITLE OF SHEET

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M.BARTOLOME

J.DOUGHERTY

D.ZIEMER

A2.1-

GL

FLOOR PLAN

WRANGELL-ST. ELIAS NATIONAL PARK & PRESERVE12/01/2023

248940

REPLACE DEFICIENT VC/HQ WATER

TREATMENT SYSTEM WRST

A2.1- GL

1 FLOOR PLAN

SCALE OF FEET

DOOR SCHEDULE

DOOR OR BORROWED LITE FRAME

GLAZING

TYPE

FIRE

RATING

(MINUTES) REMARKSOPENING TYPE

SIZE

MAT FINISH MAT FINISHWIDTH HEIGHT

101A OS 11' - 10" 12' - 0" ISTL FF STL

101B F/F 5' - 0" 7' - 0" IHM PAINT IHM PAINT PAIR

102A N 3' - 0" 7' - 0" HM PAINT HM PAINT SG

102B F 3' - 0" 7' - 0" IHM PAINT IHM PAINT

103A F 3' - 0" 7' - 0" HM PAINT IHM PAINT

DOOR TYPES

FP1 OVERHEAD SECTIONAL DOOR TRACK ABOVE

FP2 TRENCH DRAIN, SEE MECHANICAL FOR ADDITIONAL INFORMATION

FP3 7'-0" WHEEL STOP. REFER TO SPECIFICATION 321713. FINAL LOCATION TO BE DETERMINED

BY NPS REP IN FIELD

FP4 BOLLARDS, SEE STRUCTURAL AND CIVIL

FP5 CONTINUOUS GIRTS

FP6 EDGE OF CANOPY ABOVE

FP7 SEISMIC BRACING

FP8 WORKTABLE WITH SINK, SEE SPEC SECTION 12 35 00

FP9 TRENCH DRAIN TO BE COVERED WITH PLATE

FP10 ALTERNATING TREAD DEVICE WITH 30" X 30" MINIMUM PLATFORM

XX KEYED NOTES

A2.1- GL

2 WALL CONNECTION - PLAN

SCALE A

SCALE A

SCALE OF INCHES

12 6 12

SCALE B

SCALE B

NOT TO SCALE A2.1- GL

3 INTERIOR ELEVATION AT WELL OPENING4

A2.1 - GL

VIEW AT DOOR 102B

NOT TO SCALE SCALE A

13 63

A3.1- GL

A3.1- GL

A3.1- GL

A3.1- GL

1 3

A

C

A3.1- GL

A3.1- GL 2

B

6" 20' - 0" 20' - 0"

6"

6"

6"

5' - 0"

1" / 12" 1" / 12"

2" / 12" 2" / 12"

1" / 12"

P E

A K

P E

A K

A2.2- GL

A2.2- GL

A2.2- GL

A2.2- GL SIM

A2.2- GL

SIM

A2.2- GL

SIM

A2.2- GL

SIM

FLUE UP THROUGH ROOF.

SEE 1 / M4.1-GL

A3.1- GL

A2.2- GL

A2.2- GL

A2.2- GL

A2.2- GL

A2.1- GL 3

2CLOSER STRIPS

METAL CLOSURE SET

IN BUTYL SEALANT

ROOF TYPE A, SEE A2.1

ROOF PANEL CLIP BY MFR

TWO-PART FOAMED-

IN-PLACE URETHANE

PERLINS PER MFR

C

SECONDARY FRAMING & RAKE ANGLE

CONTINUOUS BUTYL SEALANT W/

MARRIAGE BEAD TO PANEL FACE

CONTINUOUS BUTYL SEALANT

12 GA. STAINLESS STEEL HIDDEN

FASTENER CLIP (1 PER PANEL, PER

SUPPORT) SET CLIP IN BUTYL SEALANT

CAP TRIM W/ POP RIVET @ 8" O.C.

(SEALANT BETWEEN INTERIOR AND

EXTERIOR CAP TRIMS)

STANDING SEAM TRIM SUPPORT

RAKE FASCIA

FIELD CUT PANEL AS NEEDED FOR

PROPER LAYOUT REQUIREMENTS

B.O. DECK AT EAVE

14' - 0"

INSIDE CLOSURE STRIP W/ 1"

x 3/16" BUTYL TAPE SEALANT

AT TOP AND BOTTOM

LOW EAVE TRIM

FIELD-FILL W/ COMPRESSIBLE

INSULATION

IMP ROOF ASSEMBLY

NOTE: HOT STACKS

HAVE THIMBLES.

CL

WATERTIGHT FLASHING

ROOF PENETRATION

FRAMING PER MFR

4"

2" STANDING-SEAM

METAL ROOFING

3X2X1/4 HSS PER STRUCT

2X2 ANGLE PER STRUCT

1/8" POP RIVETS

AT 12" O.C.

RAKE TRIM

FIELD CUT AND BEND

PANEL UP 1 1/2"

1/4" BENT PLATE PER STRUCT

2" STANDING-SEAM

METAL ROOFING

3X2X1/4 HSS

PER STRUCT

1 1/2" METAL ROOF

DECK PER STRUCT

1/8" RIVETS AT 12" O.C.

RIDGE COVER

3X2X1/4 HSS PER STRUCT

1 1/2" METAL ROOF

DECK PER STRUCT

NON-SKINNING BUTYL

SEALANT ON THE TOP OF

PANEL'S MALE LEG

NON-SKINNING BUTYL

SELAND APPLIED ON SIDE

OF PANEL'S MALE LEGAND

TIED INTO BUTYL TAPE

FASTENERS AS REQUIRED

NON-SKINNING BUTYL TAPE

SHEET METAL

TRIM CLEAT

EAVE FLASHING

SHEET

PMIS/PKG NO.

DRAWING NO.

187491

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CADD:

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J.DOUGHERTY

D.ZIEMER

A2.2-

GL

ROOF PLAN AND DETAILS

WRANGELL-ST. ELIAS NATIONAL PARK & PRESERVE12/01/2023

248940

REPLACE DEFICIENT VC/HQ WATER

TREATMENT SYSTEM WRST

1/4" = 1'-0"A2.2- GL

4 ROOF PLAN

A2.2- GL

8 ROOF PEAK DETAIL

A2.2- GL

7 ROOF RAKE DETAIL

A2.2- GL

6 EAVE DETAIL

A2.2- GL

5 ROOF PENETRATION DETAIL

A2.2- GL

3 CANOPY RAKE DETAIL

A2.2- GL

2 CANOPY PEAK DETAIL

A2.2- GL

1 CANOPY EAVE DETAIL

SCALE OF FEET

SCALE A

SCALE OF INCHES

12 6 12

SCALE B

SCALE OF INCHES

SCALE C

SCALE A SCALE C

SCALE C

SCALE C

SCALE B

SCALE B

SCALE B

SCALE B

14 63

FIRST FLOOR

0' - 0"

B.O. DECK AT EAVE

14' - 0"

AC B

4" / 1 2"

FIRST FLOOR

0' - 0"

B.O. DECK AT EAVE

14' - 0"

1" / 12"1" / 12"

1" / 12"

FIRST FLOOR

0' - 0"

B.O. DECK AT EAVE

14' - 0"

1 3

1" / 12"1" / 12"

1" / 12"

2" / 12" 2" / 12"

8'

6'

FIRST FLOOR

0' - 0"

B.O. DECK AT EAVE

14' - 0"

A CB

4" / 12"

2'

FIRST FLOOR

0' - 0"

B.O. DECK AT EAVE

14' - 0"

1 3

1" / 12" 1" / 12"

A2.2- GL

A2.2- GL

VEHICLE BAY

PROCESS ROOM

A2.2- GL

SIM

A4.1- GL

A4.1- GL

A4.1- GL

SIM

A4.1- GL

FIRST FLOOR

0' - 0"

B.O. DECK AT EAVE

14' - 0"

A CB

FP3

A4.1- GL

A2.2- GL

A4.1- GL

VEHICLE BAY

CANOPY. SEE A2.2 AND S2.5

FIRST FLOOR

0' - 0"

B.O. DECK AT EAVE

14' - 0"

C

A4.1- GL

A4.1- GL

A2.2- GL

SIM

A4.1- GL

A2.2- GL

SHEET

PMIS/PKG NO.

DRAWING NO.

187491

SUB SHEET NO.DESIGNED:

CADD:

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DATE:

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J.LI

J.DOUGHERTY

D.ZIEMER

A3.1-

GL

EXTERIOR ELEVATIONS &

SECTIONS, WALL SECTION

WRANGELL-ST. ELIAS NATIONAL PARK & PRESERVE12/01/2023

248940

REPLACE DEFICIENT VC/HQ WATER

TREATMENT SYSTEM WRST

3/16" = 1'-0"A3.1- GL

4 WEST ELEVATION

3/16" = 1'-0"A3.1- GL

7 SOUTH ELEVATION

3/16" = 1'-0"A3.1- GL

6 NORTH ELEVATION

3/16" = 1'-0"A3.1- GL

3 EAST ELEVATION

3/16" = 1'-0"A3.1- GL

5 LONGITUDINAL SECTION

3/16" = 1'-0"A3.1- GL

2 CROSS SECTION

A3.1- GL

1 SECTION AT EXTERIOR MAN DOOR

4 0 4 128

SCALE OF FEET

SCALE A

SCALE OF FEET

2 0 2 4

SCALE B

SCALE A

SCALE A

SCALE ASCALE A

SCALE A

SCALE A SCALE B

15 63

MACHINE SCREW WITH COUNTER SINK

HEAD, TAP HSS

4" TYPE V RIGID INSULATION

3/8" X 14" X 4" BENT STEEL PLATE- PAINT

3/8" X 4" STEEL PLATE

INSULATED SECTIONAL OVERHEAD DOOR

1/4" FILLET SKIP WELD- EACH SIDE

C6 X 10.5 STEEL CHANNEL

JAMB FLASHING W/ POP RIVETS

FIRST FLOOR

0' - 0"

C

WEATHERSEAL

INSULATED SECTIONAL

OVERHEAD DOOR AND TRACK

2" THERMALLY BROKEN

THRESHOLD- FILL WITH

RIGID INSULATION BELOW

WALL ASSEMBLY BEYOND

UNDER SLAB RIGID

INSULATION

DAMP PROOFING

THICKENED EDGE SLAB,

REFER TO 5/S2.1

BOLLARDS BEYOND W/ FULL

HEIGHT PLASTIC SLEEVE

EXTEIROR

BOLLARD FOOTING

BEYOND PER CIVIL.

C

WALL ASSEMBLY:TYPE A

TUBE STEEL HEADER- REFER TO

STRUCTURAL

4" TYPE V RIGID INSULATION

BENT STEEL PLATE- PAINT

INSULATED SECTIONAL OVERHEAD DOOR

PRE-FINISHED METAL TRIM

MACHINE SCREW WITH

COUNTER SINK HEAD, TAP HSS

STRUT BRACKET PER MANUFACTURER

3/8" X 4" STEEL PLATE

1/4" FILLET SKIP WELD- EACH SIDE

FIRST FLOOR

0' - 0"

C

THERMALLY BROKEN THRESHOLD -

FILL WITH RIGID INSULATION BELOW

IHM DOOR AS SCHEDULED

IHM FRAME AS SCHEDULED

UNDERSLAB RIGID INSULATION

DAMP PROOFING

THICKENED EDGE SLAB,

REFER TO 1/S2.1 AND 2/S2.1

STRUCTURAL MEMBER BEYOND

IMP BEYOND

CANOPY FOOTING BEYOND

PER 1/S2.5 AND 2/S2.5

C

6" INSULATED METAL PANEL, TYP

INSULATED EXTERIOR DOOR

INSULATED METAL FRAME, FASTEN TO

SHIM AND C CHANNEL. OVERLAP GAP

BETWEEN STRUCTURE AND METAL

PANEL WITH FRAME BY 1 INCH MINIMUM

STRUCTURE BEYOND

1' - 4"

SHEET METAL FLASHING

2" STANDING-SEAM

METAL ROOF PANELS

HEADER PER IMP MFR

METAL TRIM, POP RIVETED PER IMP MFR'S

RECOOMENDATIONS, PREFINISHED TO

MATCH IMP SEALANT1/8" RIVETS AT 8" O.C. - SET IN

CONTINUOUS SELANT TAPE

SEALANT

METAL ROOF DECK. SEE STRUCT.

CANOPY STRUCTURE. SEE STRUCT.

C

6" INSULATED METAL PANEL, TYP

INSULATED EXTERIOR DOOR

INSULATED METAL FRAME, FASTEN TO

SHIM AND C CHANNEL. OVERLAP GAP

BETWEEN STRUCTURE AND METAL

PANEL WITH FRAME BY 1 INCH MINIMUM

HEADER PER IMP MFR

STEEL CAP TRIM - HEM EDGES,

PREFINISHED TO MATCH IMP

WALL ASSEMBLY, SEE A2.1

SLOTTED DEFLECTION TRACK

J TRIM

ROOF PURLINS PER BLDG MFR

INSULATION WHERE INDICATED

ROOF TYPE A, SEE A2.1

12GA STAINLESS STEEL HIDDEN FASTENER CLIP

(1) PER PANEL, PER SUPPORT) SET CLIP IN BUTYL

SEALANT

(2) 1/4" HEX HEAD FASTENERS W/O WASHER

TRANSITION FLASHING

BUTYL TAPE SEALANT AT TOP AND BOTTOM

BASE TRIM W/ POP RIVETS

CONTINUOUS BUTYL

SEALANT AT PANEL JOINT

CONTINUOUS BUTYL

SEALANT BOTH SIDES

OF TRIM

TRANSITION FLASHING

FIRST FLOOR

0' - 0"

CONTINUOUS BUTYL SEALANT

BOTH SIDES OF TRIM W/ MARRIAGE

BEAD TO VERTICAL PANEL JOINT

STEEL BASE ANGLE

CONCRETE ANCHOR

FASTENING CLIP WITH (2) 1/4" -

14 HWH BI - METAL FASTENERS

*PRE-DRILLING REQUIRED

BASE FLASHING

METAL FLASHING, EXTEND 6"

BELOW GRADE

DAMP

PROOFING

SHEET

PMIS/PKG NO.

DRAWING NO.

187491

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

TITLE OF SHEET

OF8/

/2

4:

:5

P

M B

IM

.0

W

R S

T R ep la ce W at er

S ys te m

/W R

S T

_1

7-

7_

C E

N T

R A

L_ A

R C

H .r vt

J.LI

J.DOUGHERTY

D. ZIEMER

A4.1-

GL

DETAILS

WRANGELL-ST. ELIAS NATIONAL PARK & PRESERVE12/01/2023

248940

REPLACE DEFICIENT VC/HQ WATER

TREATMENT SYSTEM WRST

1 1/2" = 1'-0"A4.1- GL

5 EXTERIOR SECTIONAL DOOR JAMB

1 1/2" = 1'-0"A4.1- GL

4 EXTERIOR SECTIONAL DOOR THRESHOLD

1 1/2" = 1'-0"A4.1- GL

6 EXTERIOR SECTIONAL DOOR HEAD DETAIL

A4.1- GL

7 EXTERIOR MAN DOOR THRESHOLD

A4.1- GL

9 EXTERIOR MAN DOOR HEAD DETAIL

A4.1- GL

8 EXTERIOR MAN DOOR JAMB DETAIL

A4.1- GL

3 DEFLECTION TRACK DETAIL

A4.1- GL

2 WALL TO ROOF CONNECTION DETAIL

A4.1- GL

1 BASE DETAIL

SCALE OF INCHES

12 6 12SCALE A

SCALE A

SCALE A

SCALE A

SCALE A

SCALE A

SCALE A SCALE A

SCALE A

SCALE A

16 63

SYMBOLS

NORTH ARROW

GRID LINE

GRID BUBBLE

SOIL

GENERAL SYMBOLS

OPENING IN FLOOR OR WALL

A

M/E

DIMENSION PER

ARCHITECT

DIMENSION PER MECHANICAL OR

ELECTRICAL

CONNECTORS

CONCRETE ANCHOR BOLT

PLAN SECTION

DRILL IN CONCRETE ANCHOR

(X'-X") TOP OF FOOTING RELATIVE TO DATUM

[X'-X"] TOP OF WALL OR BEAM ELEVATION

ELEVATION RELATIVE TO DATUM

WORK POINT

DIRECTION OF SPAN

LIMIT OF SPAN

SLOPE

SURFACE - SLOPE UP

SURFACE - SLOPE DOWN

SURFACE - SLOPE TWO WAYS

SURFACE - STEPPED

SURFACE - STEPPED AND SLOPED

CONCRETE SYMBOLS

F1 FOOTING TYPE PER SCHEDULE

CONCRETE OVER STEEL FLOOR DECK-

LONGITUDINAL

CONCRETE OVER STEEL FLOOR DECK-

TRANSVERSE

CONCRETE WALL IN SECTION

CONCRETE CURB/PARTIAL HEIGHT

WALL

CONCRETE WALL BELOW THIS LEVEL

CHANGE OF SLAB THICKNESS

STEEL SYMBOLS

DETAIL IDENTIFIERS

DETAIL LABEL

SCALE

SHEET NUMBER WHERE

DETAIL / SECTION /

ELEVATION IS SHOWN

NUMBER OF

DETAIL

INDICATES

DIRECTION OF

CUTTING PLANE

SEE 1 / S201

FOR ADD'L INFO

SHEET NUMBER

WHERE DRAWN

SECTION / DETAIL / ELEVATION

NUMBER

NUMBER OF SECTION

NUMBER OF

ELEVATION

DETAILELEVATION

SECTIONTEXT NOTATION

S402

S402

SHEET NUMBER

WHERE DETAIL /

SECTION / ELEVATION

IS SHOWN

BEAM/GIRDER

BRACING

COLUMN

DIAGONAL BRACING

BEAM/COLUMN SPLICE

STEEL IN CROSS SECTION

BOLT

NAIL

DETAIL NUMBER

X'-X" TOP OF SLAB RELATIVE TO DATUM

S402

S204

TITLE

1/8" = 1'-0"

X"

X"

X

A K

AF AL

T S

TA

E O

49 TH

S

JASON E KWIATKOWSKI

No. CE 118884

REG IST ER E D P R O F ES S I O NA L E NG IN

EER

SHEET

PMIS/PKG NO.

DRAWING NO.

187491GL

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

TITLE OF SHEET

OF 63

12-01-202311

/2 6/

0:

:3

A

M C

:\U se rs \jk w ia tk ow sk i\D oc um en ts

\W R

S T

_G le na lle n_ M od

_R

_S tr uc tu ra l_

C en tr al

_j kw ia tk ow sk iQ V

7Q C

.r vt

SC

JK

SC

S0.1

SYMBOLS

WRANGELL - ST. ELIAS NATIONAL PARK & PRES.12/01/2023

248940

REPLACE DEFICIENT VC/HQ WATER

TREATMENT SYSTEM WRST

RND ROUND

RO ROUGH OPENING

RTN RETURN

SBN SHEAR WALL BOUNDARY

NAILING

SC SLIP CRITICAL

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SOG SLAB ON GRADE

SPC SPACE, SPACED, SPACING

SPEC SPECIFICATION

SRPE STEEL REINFORCED

POLYETHYLENE

SQ SQUARE

SS STAINLESS STEEL

SSH SHORT SLOTTED HOLE

STAG STAGGER, STAGGERED

STD STANDARD

STIFF STIFFENER

STIR STIRRUP

STL STEEL

STRUC STRUCTURAL

SUPP SUPPORT

SYM SYMMETRICAL, SYMMETRY

SW SHEAR WALL

T/ TOP OF

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TEMP TEMPERATURE

THK THICK, THICKNESS

THRU THROUGH

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TR THREADED ROD

TRANS TRANSVERSE

TYP TYPICAL

TWS THREADED WELDED STUD

UON UNLESS OTHERWISE NOTED

VERT VERTICAL

W WIDTH, WIDE FLANGE

w/ WITH

WD WOOD

WHS WELDED HEADED STUD

W/O WITHOUT

WP WORK POINT

WT WEIGHT

WWR WELDED WIRE

REINFORCEMENT

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

L LENGTH, ANGLE

LB, # POUND

LF LINEAL FOOT

LL LIVE LOAD

LLBB LONG LEGS BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION, LOCATE

LONGIT LONGITUDINAL

LP…