C-2 Attachment 3 Project Drawings.pdf

United States Department of Agriculture Forest Service

ALASKA

JUNEAU

(R10) ALASKA REGION

TONGASS NATIONAL FOREST

ADMIRALTY NATIONAL MONUMENT - JUNEAU RANGER DISTRICT (ANM-JRD)

ANM-JRD COMPOUND

HVAC MODERNIZATION

FOREST LOCATION

TRAVEL DIRECTIONS: VICINITY MAP

FOR

CONSTRUCTION

RECOMMENDED BY:

FOREST FACILITIES PROGRAM MANAGER DATE

APPROVED:

FOREST ENGINEER DATE

DISTRICT RANGER DATE

58.39931 , -134.57070

SHEET 01 OF 43

INDEX OF SHEETS

SHEET PAGE SHEET TITLE

G-01 01 TITLE SHEET, INDEX OF SHEETS

C-1 02 SITE PLAN

C-2 03 CONSTRUCTION DETAILS

A0.0 04 GENERAL NOTES, ABBREVIATIONS

A1.0 05 FLOOR 1, OFFICE BUILDING

A2.0 06 FLOOR 2, OFFICE BUILDING

A3.0 07 FLOOR 1, DRY STORAGE BUILDING

A4.0 08 FLOOR 1, WAREHOUSE

A5.0 09 DETAILS

A6.0 10 FLOOR 1, OFFICE BUILDING RCP

A7.0 11 FLOOR 2, OFFICE BUILDING RCP

M101 12 SYMBOLS AND GENERAL NOTES

M102 13 SCHEDULES

M201 14 SITE DEMO PLAN

M202 15 SITE PLAN

M203 16 SITE DETAILS

M301 17 OFFICE BUILDING FIRST FLOOR DEMO PLAN

M302 18 OFFICE BUILDING MECHANICAL A102 DEMO PLAN

M303 19 OFFICE BUILDING FIRST FLOOR PLAN

M304 20 OFFICE BUILDING SECOND FLOOR PLAN

M305 21 OFFICE BUILDING ATTIC PLAN

M306 22 OFFICE BUILDING MECHANICAL A102 PLAN

M401 23 WAREHOUSE PLAN

M501 24 STORAGE BUILDING PLAN

M601 25 HEATING SYSTEM DIAGRAM

M701 26 OFFICE BUILDING CONTROLS

M702 27 WAREHOUSE AND STORAGE BUILDING

CONTROLS

M801 28 BALANCE VALVE PHOTOS

E-0 29 LEGENDS AND ABBREVIATIONS

E-1 30 SCHEDULES

ED1 31 OFFICE BUILDING FLOOR 1 - DEMOLITION

ES1 32 ELECTRICAL SITE PLAN

E-2 33 OFFICE BUILDING FLOOR 1

E-3 34 OFFICE BUILDING FLOOR 2

E-4 35 OFFICE BUILDING AIR HANDLER ROOM

E-5 36 DRY STORAGE BUILDING

E-6 37 WAREHOUSE

E-7 38 SINGLE LINE DIAGRAM - OFFICE BUILDING

E-8 39 PANEL SCHEDULES

E-9 40 PANEL SCHEDULE

E-10 41 DETAILS

E-11 42 PHOTOS - OFFICE BUILDING

E-12 43 PHOTOS - OFFICE BUILDING

12" DI WATER

6" PVC SEWER

DRAWN

DESIGNER

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

R10

ALASKA REGION

I1694.24002

Juneau, AK 9109 Mendenhall Mall Rd, Ste 4 Juneau, AK 99801 Phone: 907.780.6060 www.respec.com

AECC163270

06.20.2025

FOR CONSTRUCTION

JUNEAU RANGER DISTRICT

ANM-JRD

COMPOUND HVAC

MODERNIZATION

TONGASS NATIONAL

FOREST

REGISTERED PROFESSIONA L ENGINEER

KEVIN A. PUUSTINEN

CE 12474

06-20-2025

OFFICE BUILDING

FF = 58.00'

DRY STORAGE BUILDING

FF = 64.00'

WAREHOUSE

FF = 64.00'

SCALE IN FEET

10 5 0 10 20 30

APPROX. LOCATION OF

HEATING SUPPLY/RETURN

LINES, SEE MECHANICAL

LEGEND

CUT AND PATCH HEAVY DUTY ASPHALT PAVEMENT

CUT AND PATCH LIGHT DUTY ASPHALT PAVEMENT

CUT AND PATCH CEMENT CONCRETE WALKWAY

SAWCUT & MATCH

TO EXISTING, TYP

M

AT

C H

LI

N

E (S

EE

B

EL

O

W

M

AT

C H

LI

N

E (S

EE

A

BO

VE

GENERAL NOTES:

1. NO FIELD SURVEY WAS PERFORMED FOR THIS PROJECT. EXISTING CONDITIONS SHOWN ARE

BASED ON OWNER FURNISHED DRAWINGS AND HAVE NOT BEEN FULLY FIELD VERIFIED.

2. CONTRACTOR IS REQUIRED TO LOCATE EXISTING UNDERGROUND UTILITIES AS NECESSARY TO PERFORM THE WORK. CONTRACTOR SHALL NOTIFY THE ENGINEER IF A CONFLICT IS DISCOVERED

BETWEEN THE EXISTING UTILITIES THAT ARE TO REMAIN AND THE NEW UTILITIES.

3. CONTRACTOR IS REQUIRED TO MEASURE AND RECORD LOCATIONS OF EXISTING FEATURES

WITHIN AREAS TO BE DISTURBED, TO FACILITATE RESTORING TO ORIGINAL CONDITION AND

LOCATIONS AFTER EARTHWORK IS COMPLETED. REVIEW RECORD WITH COR AND RECEIVE

CONCURRENCE PRIOR TO DISTURBING EXISTING CONDITIONS.

4. PROTECT AND MAINTAIN ALL UTILITIES NOT IDENTIFIED FOR REMOVAL.

5. POWER AND TELECOM CONDUITS NOT SHOWN FOR CLARITY, SEE ELECTRICAL DRAWINGS.

6. RELOCATE TWO LARGE BOULDERS TO ELSEWHERE ON SITE. COORDINATE NEW LOCATION WITH

COR PRIOR TO RELOCATION.

7. RESURFACE UNPAVED AREAS WITH 6" DEPTH BASE COURSE, GRADING D-1.

C-2

C-2

C-2

HEATING SUPPLY/RETURN LINES

SEE MECHANICAL FOR CONTINUATION

HEATING SUPPLY/RETURN LINES

SEE MECHANICAL FOR CONTINUATION

SEWER CLEANOUT, TYP.

HEATING SUPPLY/RETURN LINES

SEE MECHANICAL FOR CONTINUATION

REMOVE FUEL OIL TANK,

SEE MECHANICAL

C-2

C-2

REPAINT PARKING STRIPES AT

PATCH, COLOR AND WIDTH TO

MATCH EXISTING, TYP

SAWCUT & MATCH

TO EXISTING, TYP

REMOVE BURIED CONCRETE

VAULT, SEE MECHANICAL

SITE PLAN

KAP

JMK

KAP

C-1

REPAINT PARKING STRIPES AT

PATCH, COLOR AND WIDTH TO

MATCH EXISTING, TYP

12" DI WATER

6" PVC SEWER

SEE NOTE 6

SEE NOTE 7

SAWCUT & MATCH

TO EXISTING, TYP

PROTECT & MAINTAIN

EXISTING WATER LINE

& THRUST BLOCKS, TYP

SEE NOTE 7

12" DI WATER

6" PVC SEWER

6" STORM PIPE

4" D I W

ATER

1.5" W

ATER

SER

VIC

E

CATCH BASIN

4" FOOTING DRAIN

2" WATER SERVICE

8" STORM PIPE

APPROX. LOCATION OF HEATING

SUPPLY/RETURN LINES, SEE

MECHANICAL

SAWCUT & MATCH

TO EXISTING, TYP

RELOCATE CONCRETE BARRIER

ONTO FUEL TANK SLAB AFTER

REMOVAL OF TANK

6" FIRE LINE

2" WATER SERVICE

1" WATER SERVICE

CONTRACTOR

STAGING AREA

MIN.

1'

SAWCUT NOTE:

FINAL SAWCUT OF EXISTING PAVEMENT SHALL NOT

BE MADE UNTIL 24 HOURS PRIOR TO FINAL PAVING.

NEW ASPHALT PAVEMENT,

MATCH EXISTING THICKNESS

NEW BASE COURSE,

GRADING D-1, 95%

COMPACTION

COMPACTED USABLE TRENCH

BACKFILL OR SUITABLE

IMPORTED MATERIAL

NEAT LINE SAWCUT,

SEE NOTE BELOW

EXISTING ASPHALT PAVEMENT

TO REMAIN

EXISTING BASE COURSE

TACK COAT PRIOR TO PAVING,

SEAL SURFACE AT COLD JOINTS

WITH PG 58-28 ASPHALT OIL AFTER

PAVING

SURFACE AND BASE MATERIAL TYPE

AND DEPTH VARIES, SEE SITE PLAN

AND TRENCH NOTES

6"

6"

IMPORT PIPE BEDDING

SAWCUT

LIMITS

SAWCUT

LIMITS

6" 6"

6"

3'-6" MIN

3' M

IN

INSULATED HEATING

SUPPLY/RETURN LINES,

SEE MECHANICAL

UTILITY WARNING TAPE, TYP

TRENCH BACKFILL

8' MIN

6" 6"

2' -6

IMPORT PIPE BEDDING

OPTIC FIBER CONDUIT

TRENCHING NOTES:

1. EXISTING PAVEMENT SECTIONS (DETAILS 2, 3, & 4) SHOWN ON

THIS SHEET DEPICT EXISTING PAVEMENT SECTIONS FROM

OWNER FURNISHED DRAWINGS.

2. DISPOSE OF EXISTING ASPHALT AND CONCRETE PAVEMENT

REMOVED DURING TRENCHING FOR INSTALLATION OF NEW

UTILITIES.

3. EXISTING D-1 BASE COURSE AND SELECTED EMBANKMENT

MATERIALS REMOVED MAY BE SALVAGED AND REUSED AS

TRENCH BACKFILL AS APPROVED BY COR.

4. IMPORT NEW D-1 BASE COURSE TO MATCH DEPTHS SHOWN,

COMPACT TO AT LEAST 95% OF MAXIMUM DENSITY.

5. ASPHALT AND CONCRETE PAVEMENT PATCH MATERIALS SHALL

BE PER THE APPLICABLE SPECIFICATION SECTION. DEPTH OF

PAVEMENT PATCHES SHALL MATCH THE DEPTH OF EXISTING

PAVEMENT REMOVED.

6. IMPORT PIPE BEDDING MATERIAL SHALL BE PER SPECIFICATION

SECTION 312002 - TRENCHING AND BACKFILLING.

4"

MECHANICAL CONTROL CONDUIT

4"4"

DRAWN

DESIGNER

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

R10

ALASKA REGION

I1694.24002

Juneau, AK 9109 Mendenhall Mall Rd, Ste 4 Juneau, AK 99801 Phone: 907.780.6060 www.respec.com

AECC163270

06.20.2025

FOR CONSTRUCTION

JUNEAU RANGER DISTRICT

ANM-JRD

COMPOUND HVAC

MODERNIZATION

TONGASS NATIONAL

FOREST

REGISTERED PROFESSIONA L ENGINEER

KEVIN A. PUUSTINEN

CE 12474

06-20-2025

C-2

PAVEMENT MATCH DETAIL

SCALE: NTS

C-2

EXISTING HEAVY DUTY ASPHALT PAVEMENT SECTION

SCALE: NTS

3" DEPTH ASPHALT CONCRETE

PAVEMENT

9" D-1 BASE COURSE

36" SELECTED EMBANKMENT (NFS)

12" SHOT ROCK BORROW

COMPACTED SUBGRADE

C-2

EXISTING LIGHT DUTY ASPHALT PAVEMENT SECTION

SCALE: NTS

2" DEPTH ASPHALT CONCRETE

PAVEMENT

6" D-1 BASE COURSE

36" SELECTED EMBANKMENT (NFS)

12" SHOT ROCK BORROW

COMPACTED SUBGRADE

C-2

EXISTING CEMENT CONCRETE WALKWAY SECTION

SCALE: NTS

4" CEMENT CONCRETE WITH WIRE

MESH REINFORCEMENT (6"x6" No.

10 GAUGE). CONCRETE MIN 3,000

PSI @ 28 DAYS

48" SELECTED

EMBANKMENT (NFS)

COMPACTED SUBGRADE

WIDTH TO MATCH

SECTION REMOVED

C-2

PIPE / CONDUIT TRENCH DETAIL

SCALE: NTS

CONSTRUCTION DETAILS

KAP

JMK

KAP

C-2

6" D-1 BASE COURSE

CHECKED:

SHEET

DRAWN:

DATE:

SHEET TITLE:

PROJECT NO. OF

DESIGNER

ARCHIVE NO.

(R10)

ALASKA REGION

DATEREVISION/ISSUENO.

A0.0

ANM-JRD

COMPOUND

HVAC

MODERNIZATION

MRV #2420

GENERAL NOTES,

ABBREV.

CONSTRUCTION DDOCUMENTS

FOR CONSTRUCTION

TONGASS NATIONAL

FOREST

07/25/2025

ZMJ

CJN

PEV

JUNEAU RANGER DISTRICT

GENERAL ABBREVIATIONS (SEE ENGINEERING SHEETS FOR ADDITIONAL)

@ AT

AB ANCHOR BOLT(S)

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS W/ DISABILITIES ACT

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

APC ACOUSTICAL PANEL CEILING

APPRX APPROXIMATE

ASPH ASPHALT

AT ACOUSTICAL TILE

BATT MINERAL FIBRE BLANKET

BLDG BUILDING

BLKG BLOCKING

BOC BOTTOM OF CONCRETE

BOD BOTTOM OF DECK

BO BOTTOM OF

BOS BOTTOM OF STEEL

CENTERLINE

CG CORNER GUARD

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONFIG CONFIGURATION

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CORR CORRIDOR

CPT CARPET

CSNK COUNTERSINK

DIA DIAMETER

DISP DISPENSER

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

DWG DRAWING

(E) EXISTING

E EAST

EA EACH

EIFS EXTERIOR INSULATION FINISH

SYSTEM

ELEC ELECTRIC(AL)

ENGR ENGINEER

EP ELECTRICAL PANELBOARD

EPS EXPANDED POLYSTYRENE

INSULATION BOARD

EQ EQUAL

EQUIP EQUIPMENT

EXTG EXISTING

FA FIRE ALARM

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FFB FINISH FLOOR BREAK

FIN FINISH

FL FLOOR(ING)

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FSS FOLDING SHOWER SEAT

FOS FACE OF STUD

FRT FIRE-RETARDANT TREATED

FT FOOT, FEET

FTG FOOTING

FURR FURRING

GA GAUGE, GYPSUM ASSOCIATION

GALV GALVANIZED

GB GRAB BAR

GL GLASS, GLAZING

GLU-LAM GLUED-LAMINATED

GWB GYPSUM WALL BOARD

GWS GYPSUM WALL SHEATHING

GYP GYPSUM

H HIGH

HDWD HARDWOOD

HM HOLLOW METAL

HSS HOLLOW STEEL SECTION

HT HEIGHT

HORZ HORIZONTAL

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING, INCLUDED

INSUL INSULATION, INSULATED

JST JOIST

KIT KITCHEN

L LENGTH

LAM LAMINATE(D)

LAV LAVATORY

LB POUND

LF LINEAL FEET

LVR LOUVER

MAT MATERIAL

MAX MAXIMUM

MB MARKERBOARD

MECH MECHANICAL

MEZZ MEZZANINE

MH MOP HOLDER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

MUL MULLION

MW MICROWAVE UNIT

N NORTH

NIC NOT IN CONTRACT

NO/# NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISH CONTRACTOR

INSTALL

OFOI OWNER FURNISH OWNER INSTALL

OH OVERHEAD, OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

PDF POWER DRIVEN FASTENER

PERF PERFORATED

PIC POLYISOCYANURATE BOARD

INSULATION

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

POLY POLYETHYLENE

PREFAB PREFABRICATED

PREFIN PREFINISHED

PT PRESSURE TREATED

PTA, PT1 PAINT TYPE "A", PAINT TYPE "1", ETC.

PTD PAPER TOWEL DISPENSER

PVC POLY VINYL CHLORIDE

RAD RADIUS

RB RESILIENT WALL BASE

REINF REINFORCED, REINFORCING

REQ'D REQUIRED

RESIL RESILIENT

RESIST RESISTANT

REV REVISION, REVISE

R/F REFRIGERATOR/FREEZER

RM ROOM

RO ROUGH OPENING

ROW RIGHT-OF-WAY

RTN RETURN

S SOUTH

S-AWPM SELF-ADHERED WATERPROOF

MEMBRANE

SCHED SCHEDULE

SD SOAP DISPENSER

SECT SECTION(AL)

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATIONS(S)

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURE, STRUCTURAL

SS STAINLESS STEEL

SYMM SYMMETRIC(AL)

T TREAD(S), TOILET

T&G TONGUE AND GROOVE

TOC TOP OF CONCRETE

TEL TELEPHONE

TEMP TEMPORARY

TOC TOP OF CONCRETE

TOD TOP OF DECK(ING)

TOF TOP OF FOOTING

TOS TOP OF STEEL

TP TOWEL PIN

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

UC UNDER COUNTER

UON UNLESS OTHERWISE NOTED

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VF VERIFY IN FIELD

VOL VOLUME

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

W WEST

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WF WIDE FLANGE

WP WATERPROOF

WM WALK-OFF MAT

WR WATER RESISTANT

WSCT WAINSCOT

WT WEIGHT

XPS EXTRUDED PLASTICBOARD

INSULATION

YD YARD, YARD DRAIN

MRV ARCHITECTS GENERAL NOTES:

1. ALL CONSTRUCTION SHALL CONFORM TO THE MINIMUM

STANDARDS OF THE APPLICABLE CODES INDICATED IN THE CODY

STUDY AND ALL LOCAL CODES IN EFFECT UNLESS MORE

STRINGENT REQUIREMENTS ARE INDICATED.

2. ALL NEW CONSTRUCTION SHALL COMPLY W/THE AMERICANS

WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) AND

CHAPTER 11 OF THE INTERNATIONAL BUILDING CODE (INCLUDES ICC

A117.1 PER IBC)

3. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL

OBTAIN AND PAY FOR ALL REQUIRED PERMITS, LICENSES, AND ALL

UTILITY CHARGES, AND ARRANGE FOR ALL REQUIRED INSPECTIONS.

4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING BUILDING & SITE UTILITIES BETWEEN CIVIL & MEP

DRAWINGS. THE CONTRACTOR SHALL ALSO CONTACT ALL

APPLICABLE UTILITY COMPANIES & PROVIDE CONDUIT & OTHER

FACILITIES AS REQUIRED.

5. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL

VERIFY ALL DIMENSIONS & CONDITIONS ON THE JOB SITE PRIOR TO

THE BIDDING OF THE CONTRACT DOCUMENTS. THE CONTRACTOR

SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES. IN CASES OF DISCREPANCY CONCERNING

DIMENSIONS, QUANTITIES AND LOCATION, THE CONTRACTOR

SHALL, IN WRITING, CALL TO THE ATTENTION OF THE ARCHITECT

ANY

DISCREPANCIES BETWEEN SPECIFICATIONS, PLANS, DETAILS OR

SCHEDULES. THE ARCHITECT WILL THEN INFORM THE

CONTRACTOR, IN WRITING, WHICH DOCUMENT TAKES

PRECEDENCE. THERE SHALL BE NO ADJUSTMENT TO THE COST OR

TIME OF THE WORK RESULTING FROM CLARIFICATION OF SUCH

DISCREPANCIES.

6. DIMENSIONS ON DRAWINGS ARE SHOWN TO FINISHED FACE OF

WALLS AND PARTITIONS OF EXISTING OR NEW CONSTRUCTION

UNLESS OTHERWISE NOTED. CEILING HEIGHT DIMENSIONS AND ALL

OTHER VERTICAL DIMENSIONS ARE TO THE FINISHED FLOOR

SURFACE UNLESS OTHERWISE NOTED.

7. ALL MATERIALS SPECIFIED OR NOTED SHALL BE INSTALLED IN

ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING

SHOP DRAWINGS, PRODUCT DATA, OR SAMPLES FOR CASEWORK,

FINISHES, DOORS, FRAMES, HARDWARE, MECHANICAL, ELECTRICAL,

AND PLUMBING FIXTURES, AND OTHER ITEMS REQUIRING

ARCHITECT'S REVIEW FOR CONFORMANCE WITH THE CONTRACT

DOCUMENTS, AND FOR ALL ITEMS WHICH ALLOW CONTRACTOR

OPTIONS. PRIOR TO FORWARDING TO THE ARCHITECT FOR REVIEW.

THESE SUBMITTALS MUST BE REVIEWED BY THE CONTRACTOR

FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES,

SEQUENCES, AND OPERATIONS OF CONSTRUCTION AND SAFETY

PRECAUTIONS AND PROGRAMS SELECTED BY THE CONTRACTOR,

ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR. THE CONTRACTOR SHALL AFFIX A STAMP TO

SUBMITTAL INDICATING THIER REVIEW. SUBMITTALS FORWARDED

WITHOUT A STAMP WILL BE RETURNED. ALL SUBMITTALS MUST BE

REVIEWED BY THE ARCHITECT PRIOR TO CONSTRUCTION.

9. CONTRACTOR SHALL GUARANTEE ALL WORK AGAINST FAULT OF

ANY MATERIAL OR WORKMANSHIP FOR A PERIOD OF NOT LESS

THAN ONE YEAR AFTER COMPLETION OR ACCEPTANCE. FAULTY

WORK SHALL BE REPLACED OR REPAIRED AS REQUIRED AT NO

COST TO THE OWNER.

10. CONTRACTOR SHALL COORDINATE WITH OWNER ALL ITEMS TO

BE SALVAGED PRIOR TO SUBMISSION OF BIDS AND START OF

CONSTRUCTION. OWNER SHALL HAVE SALVAGE RIGHTS TO RETAIN

ALL REMOVED ITEMS.

11. ALL CHANGES PROPOSED DURING CONSTRUCTION WHICH

RESULT IN A CHANGE TO THE CONTRACT TIME AND/OR SUM SHALL

BE SUBMITTED TO THE ARCHITECT IN WRITING AND APPROVED BY

THE ARCHITECT AND OWNER BEFORE SUCH WORK SHALL

COMMENCE.

12. CONTRACTOR SHALL COORDINATE CLEAR OPENINGS FOR ALL

APPLIANCES PRIOR TO CONSTRUCTION OF CASEWORK.

13. CONTRACTOR SHALL FURNISH AND INSTALL CONCEALED WOOD

BLOCKING BEHIND ALL CABINETS, TOILET ACCESSORIES, PLUMBING

FIXTURES, AND OTHER WALL MOUNTED ITEMS AS REQUIRED FOR

ADEQUATE SUPPORT.

14. CONTRACTOR SHALL COORDINATE ALL LOCK AND LATCH SETS

AND FINAL KEYING WITH OWNER. DOUBLE KEYED LOCKS ARE NOT

PERMITTED ON ANY REQUIRED OR MARKED EXIT. MATCH EXISTING

KEYING SYSTEM IF ONE IS EXISTING.

15. ALL DOOR HARDWARE ON EXIT DOORS SHALL BE READILY

OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY,

SPECIAL KNOWLEDGE, OR EFFORT.

16. CONTRACTOR SHALL PREPARE ALL NEW AND EXISTING

SURFACES SCHEDULED TO RECEIVE NEW FINISHES IN

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS

FOR THE SUBSTRATE & FINISH BEING APPLIED.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL

EXISTING CONSTRUCTION INDICATED TO REMAIN AND SHALL

REPAIR AND/OR REPLACE ALL AREAS AND/OR MATERIALS DAMAGED

DURING CONSTRUCTION AT A MINIMUM TO THE CONDITION WHICH

EXISTED PRIOR TO CONSTRUCTION.

18. CONTRACTOR SHALL COORDINATE FINAL QUANTITY AND

LOCATIONS OF FIRE EXTINGUISHERS WITH THE FIRE DEPARTMENT

AND/OR BUILDING DEPARTMENT. SEE SYMBOLS LEGEND FOR TYPE

OF EXTINGUISHER.

19. IF THE CONTRACTOR FAILS TO SUBMIT A MATERIAL FOR

APPROVAL, THE MATERIAL MAY BE REQUIRED TO BE REMOVED BY

THE CONTRACTOR EITHER BY DIRECTION OF THE OWNER OR

ARCHITECT.

20. THE CONTRACTOR IS TO PROVIDE AS BUILT DRAWINGS IN HARD

COPY TO THE OWNER AT THE CONCLUSION OF THE PROJECT.

21. INSTALL ELASTOMERIC JOINT SEALER AROUND ALL PIPES,

DUCTWORK, & STRUCTURE PASSING THRU INTERIOR NON-RATED

CONCRETE AND MASONRY WALLS, GYPSUM BOARD PARTITIONS,

AND CONCRETE FLOOR/ROOF SLABS. FOR FIRE RATED INTERIOR

CONCRETE AND MASONRY WALLS, GYPSUM BOARD PARTITIONS,

AND CONCRETE FLOOR/ROOF SLABS SEAL ALL PIPES, DUCTWORK,

AND STRUCTURE. INSTALL FIRESTOP MATERIALS IN ALL GAPS

PRIOR TO SEALANT APPLICATION. INSTALL SEALER ACCORDING TO

MANUFACTURER'S WRITTEN INSTRUCTIONS.

GENERAL NOTES

38434

UP

FEC

F

D

C

E

B

A

1 2 3 4 5 86 7 9 10 11

28' - 3" 25' - 4" 22' - 3" 14' - 4" 21' - 9" 10' - 8" 9' - 6" 10' - 6" 13' - 4" 16' - 10"

172' - 9"

CORR.

A-112

RECEPT.

RADIO

A-125

WILDERNESS

A-101

WILD.

OFFICE

A-101A

CORR.

A-117

STAIR

A-119

LANDS &

SPEC. USES

A-120

OFF.

A-120A

SUPPORT

SERVICES

A-122

OFFICE

A-122A

FILE

ROOM

A-121

CONF.

A-124

MAIL

A-123

ARCHEOLOGY

A-106

MECHANICAL

A-102

CONF.

ROOM

A-103

SUPP.

A-104

COPY

ROOM

A-105

JAN.

A-107

WOMEN

A-108

MEN

A-109 SECURITY

A-111

CORR.

A-118

ENTRY

A-127

LOBBY

A-126

RANGER

A-128

ELEC.

A-114

STAIR

A-116

COMM.

A-113

ELEV.

ROOM

A-115

LAW

ENFORCEMENT

A-129

EXTERIOR SIDING TO BE

CAREFULLY CUT TO FIT NEW

EQUIPMENT. NEW FLASHING,

WEATHER BARRIERS AND

WATERPROOFING TO HAVE

POSITIVE LAP (IN DIRECTION

OF DRAINAGE) OF MIN 2"

WITH EXISTING CONST. SEE

ELEC FOR LOCATIONS

(E) BASE REMAINS

NEW BASE ADDITION

PER MECH NEW CONCRETE

BASE, SEE MECH

FOR SIZE

DEMO BASES

DEMO BASE

PER MECH 3

A5.03

(E) CHASE TO

FLOORS ABOVE

PATCH/MATCH EXISTING

FURRED OUT GWB WALL

NEW MDP

A5.0

A5.0

A5.0

CHECKED:

SHEET

DRAWN:

DATE:

SHEET TITLE:

PROJECT NO. OF

DESIGNER

ARCHIVE NO.

(R10)

ALASKA REGION

DATEREVISION/ISSUENO.

A1.0

ANM-JRD

COMPOUND

HVAC

MODERNIZATION

MRV #2420

FLOOR 1, OFFICE

BUILDING

CONSTRUCTION DDOCUMENTS

FOR CONSTRUCTION

TONGASS NATIONAL

FOREST

07/25/2025

ZMJ

CJN

PEV

JUNEAU RANGER DISTRICT0' 8' 16'4'1/8" = 1'-0"

FLOOR 1, OFFICE BUILDING

NOTES:

PATCH AND REPAIR ALL

INTERIOR AND EXTERIOR

FINISHES TO MATCH EXISTING.

SEE MECHANICAL AND

ELECTRICAL FOR CONCRETE

PENETRATIONS. SEAL

CONCRETE PENETRATION

WITH ELASTOMERIC SEALANT

TO PREVENT WATER

INFILTRATION.

REMOVE CONCRETE BASES TO

1" BELOW FLOOR SURFACE

AND RESTORE FLOOR

SURFACE TO MATCH EXISTING

WITH EPOXY FLOOR LEVELER.

PHOTO OF EXISTING MECH ROOM

DN

DN

R E F

VENDVEND

R E F

DN

F

D

C

E

B

A

1 2 3 4 5 86 7 9 10 11

28' - 3" 25' - 4" 22' - 3" 14' - 4" 21' - 9" 10' - 8" 9' - 6" 10' - 6" 13' - 4" 16' - 10"

A5.0

CORR.

A-211

ENTRY

A-207

RECREATION

A-201

JAN.

A-204

SECURITY

A-208

OFFICE

A-203A

MEN

A-206

CORR.

A-217

STAIR

A-218

FISH & WILDLIFE

A-216

OFFICE

A-216A

ENGINEERING

A-215

MINERALS

A-202

REC.

OFF.

A-201A

OFFICE

A-202A

TIMBER

& FIRE

A-203

WOMEN

A-205

STAIR

A-213

RANGER

A-214

CORR.

A-212

LUNCH

A-209

CONF.

A-210

SEE ELEC, NEW

CONDUIT TO FIT

CLOSE TO WALL,

PAINT TO MATCH

F

D

E

86 7 9

10' - 8" 9' - 6" 10' - 6"

34' - 10"

4' - 2"

CHECKED:

SHEET

DRAWN:

DATE:

SHEET TITLE:

PROJECT NO. OF

DESIGNER

ARCHIVE NO.

(R10)

ALASKA REGION

DATEREVISION/ISSUENO.

A2.0

ANM-JRD

COMPOUND

HVAC

MODERNIZATION

MRV #2420

FLOOR 2, OFFICE

BUILDING

CONSTRUCTION DDOCUMENTS

FOR CONSTRUCTION

TONGASS NATIONAL

FOREST

07/25/2025

ZMJ

CJN

PEV

JUNEAU RANGER DISTRICT

0' 8' 16'4'1/8" = 1'-0"

FLOOR 2, OFFICE BUILDING

0' 8' 16'4'1/8" = 1'-0"

FLOOR 3, OFFICE BUILDING

NOTES:

PATCH AND REPAIR ALL

INTERIOR AND EXTERIOR

FINISHES TO MATCH EXISTING.

DEMO ONE SIDE OF CHIMNEY

CHASE TO ALLOW FOR

ACCESS TO REMOVE CHIMNEY

AND INSTALL ELECTRICAL

CONDUITS. REPAIR CHASE TO

MATCH EXISTING CONDITION

ONCE WORK IS COMPLETE

1 32 4 5 6 7 8 9 10

D

C

B

A

19' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 19' - 0"

185' - 0"

REC &

TRAILS

S-01

REC &

TRAILS

S-02

REC &

TRAILS

S-03

STAGING

BAY

S-04

SURPLUS

S-05

MIN.

S-06

SPEC.

USE

S-07

BUSINESS

S-09

DISTRICT

LEO

S-10

R.O.

LEO

S-11

FIRE

S-13

TIMBER

S-14

ENG/

FAC

S-15

WILDERNESS

S-16

JRD FISH &

WILDLIFE

S-17

ANM-

FISH

S-18

ARCH

S-19

TMH

S-20

MGVC

& ANHA

S-21

A5.0

SLAB DEMO AND REPAIR AS REQ. FOR

WORK. KEEP EXTENT MINIMAL.

REPAIR CEILING VAPOR BARRIER

AT DUCT SUPPORT AND BRACING

PENETRATIONS. USE SIMILAR

WHITE COLORED PATCH OR TAPE

FOR SEAMLESS APPEARANCE

CHECKED:

SHEET

DRAWN:

DATE:

SHEET TITLE:

PROJECT NO. OF

DESIGNER

ARCHIVE NO.

(R10)

ALASKA REGION

DATEREVISION/ISSUENO.

A3.0

ANM-JRD

COMPOUND

HVAC

MODERNIZATION

MRV #2420

FLOOR 1, DRY

STORAGE

BUILDING

CONSTRUCTION DDOCUMENTS

FOR CONSTRUCTION

TONGASS NATIONAL

FOREST

07/25/2025

CJN

CJN

ZMJ

JUNEAU RANGER DISTRICT

0' 8' 16'4'1/8" = 1'-0"

FLOOR 1, DRY STORAGE BUILDING

NOTES:

PATCH AND REPAIR VAPOR

BARRIER AND FINISHES TO MATCH

EXISTING. MAINTAIN THERMAL

ENVELOPE. SEE MECHANICAL AND

ELECTRICAL FOR EXTENT OF

WORK. CONTRACTOR TO VERIFY IN

FLOOR RADIANT LINES IN AREA OF

WORK BEFORE COMMENCING

WORK.

437PHOTO OF RADIANT LINES DURING

CONSTRUCTION. FOR REFERENCE

ONLY, CONTRACTOR TO VERIFY

LINES BEFORE DEMOLITION

C

B

A

D

21 4 5

WOOD SHOP

W-01

RADIO SHOP

W-08

MECH

W-02

WELLNESS ROOM

W-06

VEHICLE SHOP

W-09

LAB

W-05

HALL

W-07

MEN

W-03

WOMEN

W-04

19' - 6" 21' - 0" 13' - 6" 19' - 0"

73' - 0"

SLAB DEMO AND REPAIR AS REQ.

FOR WORK, KEEP DEMO EXTENT

MINIMAL, CONTRACTOR TO VERIFY

IN FLOOR RADIANT LINES IN AREA OF

WORK BEFORE COMMENCING

WORK.

A5.0

SEE ELEC FOR

PENETRATIONS

CHECKED:

SHEET

DRAWN:

DATE:

SHEET TITLE:

PROJECT NO. OF

DESIGNER

ARCHIVE NO.

(R10)

ALASKA REGION

DATEREVISION/ISSUENO.

A4.0

ANM-JRD

COMPOUND

HVAC

MODERNIZATION

MRV #2420

FLOOR 1,

WAREHOUSE

CONSTRUCTION DDOCUMENTS

FOR CONSTRUCTION

TONGASS NATIONAL

FOREST

07/25/2025

CJN

CJN

ZMJ

JUNEAU RANGER DISTRICT

0' 8' 16'4'3/16" = 1'-0"

FLOOR 1, WAREHOUSE

NOTES:

SEE ELEC E-6. PATCH AND REPAIR ALL

INTERIOR AND EXTERIOR FINISHES TO

MATCH EXISTING.

SEE ELECTRICAL FOR ANY CONCRETE

PENETRATIONS. SEAL CONCRETE

PENETRATION WITH ELASTOMERIC

SEALANT TO PREVENT WATER

INFILTRATION FOR WATERTIGHT SEAL.

EXISITNG TRUSS

CHORD BEYOND

EXISITNG PLY

SHEATHING

EXISITNG ASPHALT

SHINGLE ROOFING

DEMO OF CHIMNEY

OR ROOF ELEMENT

NEW SELF-ADHERED

WATERPROOF MEMBRANE, LAP

UNDER EXISTING ROOFING MIN

4". NEW SHINGLING UNDER

EXISTING SHINGLES. MATCH

EXISTING FINISH.

NEW PLYWOOD PATCH TO

MATCH EXSTING PLY

SHEATHING, USE 10D NAILS

4" O.C.

2X BLOCKING AT ALL

PATCH EDGES. ATTACHED

WITH SIMPSON A34

FRAMING ANGLE

MECHANICAL

A-102

MINERALS

OFFICE

A-202A

RECREATION

OFFICE

A-201A

DEMO CHIMNEY PER MECH.

COORDINATE SELECTIVE DEMO OF

CHASE FOR CHIMNEY REMOVAL AND

ELECTRICAL INSTALLATION. PATCH AND

REPAIR WALL WHEN COMPLETE.

A5.0

DEMO'D CHIMNEY

INFILL CHIMNEY CHASE WITH INSULATION

TO ENSURE CONT. THERMAL ENVELOPE.

SEAL GAPS WITH SPRAY FOAM.

PROVIDE BLOCKING AND CONT. SHEATHING

LAYER AS NEEDED TO HOLD INSULATION.

EXTEND/CONNECT OR PROVIDE VAPOR BARRIER

CUT WIDTH, W

NOTE 1 NOTE 2

NOTES:

1. FOR CUTS WITH LEAST DIMENSION "W" LESS THAN 2 FT:

APPLY PRIMER TO EXISTING SLAB EDGE. NO DOWELS

REQUIRED.

2. FOR CUT AREAS WITH A LEAST DIMENSION GREATER

THAN 2 FT.: INSTALL #3 ADHESSIVE ANCHOR HORIZ

DOWELS @ 16" O.C. AT CORNERS, OMIT ADJACENT DOWEL

TO ELIMINATE OVERLAP CONGESTION

3. AT ALL CUTS ADD WWR 1-1/4" TO 1-1/2" CLR OF TOP.

4. WHERE PRESENT UNDER ADJACENT SLAB, PROVIDE 10

MIL VAPOR RETARDER OVER FULL CUT AREA.

5. WHERE CUT WIDER THAN 4'-0", USE TYP SOG CJ DETAIL.

6. SEE SPEC FOR DUST CONTROL

NOTES:

1. CONSTRUCTION JOINTS MAY BE USED AT ANY CONTROL JOINT.

2. LOCATE JOINTS BTWN 24x & 36x SLAB THICKNESS "t" IN BOTH DIRECTIONS.

3. CREATE SQUARE OR RECTANGULAR SPACES BTWN JOINTS (NOT

TRIANGULAR). DO NOT EXCEED 1.5:1 ASPECT RATIO IN RECTANGULAR PORTIONS.

DO NOT CREATE T OR L SHAPED PORTIONS. LOCATE JOINTS AT EACH RE-

ENTRANT CORNER OR REINF. W/ #4 X 4'-0" DIAG BAR.

CONSTRUCTION JOINT

PREVIOUS SLAB

NEW CAST SLAB

TOP OF SLAB

DOWELS: 1/2"X14" SMOOTH

BAR @ 16 OC

TYP SLAB REINF STOP ALL

REINF 1" FROM JOINT

#4 EACH SIDE

SEE MECH

NOTES:

1. DETAIL REPRESENTS THE MINIMUM REQUIREMENTS FOR A TYPICAL

HOUSEKEEPING PAD FOR MECHANICAL AND/OR ELECTRICAL EQUIPMENT.

2. COORDINATE SIZE AND LOCATION OF ANCHOR RODS AND BOLTS WITH

EQUIPMENT MANUFACTURER'S REQUIREMENTS AND/OR A INSTALLATION

TEMPLATE.

3. FOR NEW CONSTRUCTION SEE ARCHITECTURAL AND/OR STRUCTURAL

PLANS AND DETAILS FOR SLAB THICKNESS.

4. SEE MECHANICAL AND ELECTRICAL FOR ADDITIONAL INFORMATION

5. PRIOR TO EQUIPMENT INSTALL, SEAL CONCRETE WITH CONCRETE

HARDENER/SEALER.

DOWEL HOOK ANCHORS 18"

O.C. AND 6" FROM

PERIMETER. EPOXY INTO

EXISTING SLAB. USE

SIMPSON ET-3G ANCHOR

EPOXY OR EQ.

COORDINATE EQUIP

ANCHORING PER MANUF.

4" THICK CONC PAD

CHAMPHER

CORNERS

CONT WATERPROOF

SEALANT JOINT

MIN 3"

REBAR #4@12"OC EW

CHECKED:

SHEET

DRAWN:

DATE:

SHEET TITLE:

PROJECT NO. OF

DESIGNER

ARCHIVE NO.

(R10)

ALASKA REGION

DATEREVISION/ISSUENO.

A5.0

ANM-JRD

COMPOUND

HVAC

MODERNIZATION

MRV #2420

DETAILS

CONSTRUCTION DDOCUMENTS

FOR CONSTRUCTION

TONGASS NATIONAL

FOREST

07/25/2025

CJN

CJN

ZMJ

JUNEAU RANGER DISTRICT

0' 6" 1'3"3" = 1'-0"

CHIMNEY ROOF PATCH

0' 4' 8'2'3/8" = 1'-0"

CHIMNEY SECTION

0' 1' 2'6"1" = 1'-0"

TYP. SOG POUR-BACK AND REPAIR

0' 1' 2'6"1" = 1'-0"

TYP SOG JOINT DETAILS

0' 1' 2'6"1" = 1'-0"

TYP HOUSKEEPING PAD

G : \2 00 4\ 20 42 6- US F S Ju ne au Ad m in\ D ra wing s\ us fs -b s- f 2- ad m in- rc p. dw g

CORR.

A-112

RECEPT.

RADIO

A-125

WILDERNESS

A-101

WILD.

OFFICE

A-101A

CORR.

A-117

STAIR

A-119

LANDS &

SPEC. USES

A-120

OFF.

A-120A

SUPPORT

SERVICES

A-122

OFFICE

A-122A

FILE

ROOM

A-121

CONF.

A-124

MAIL

A-123

UNFINISHED

A-106

MECHANICAL

A-102

CONF

A-103

SUPP.

A-104

COPY

A-105

JAN.

A-107

WOMEN

A-108

MEN

A-109

SECURITY

A-111

CORR.

A-118

ENTRY

A-127

LOBBY

A-126

RANGER

A-128

ELEC.

A-114

STAIR

A-116

STOR.

A-113

ELEV.

ROOM

A-115

LAW

ENFORCEMENT

A-129

F

D

C

E

B

A

1 2 3 4 5 86 7 9 10 11

CHECKED:

SHEET

DRAWN:

DATE:

SHEET TITLE:

PROJECT NO. OF

DESIGNER

ARCHIVE NO.

(R10)

ALASKA REGION

DATEREVISION/ISSUENO.

A6.0

ANM-JRD

COMPOUND

HVAC

MODERNIZATION

MRV #2420

FLOOR 1, OFFICE

BUILDING RCP

CONSTRUCTION DDOCUMENTS

FOR CONSTRUCTION

TONGASS NATIONAL

FOREST

07/25/2025

ZMJ

CJN

PEV

JUNEAU RANGER DISTRICT

0' 8' 16'4'1/8" = 1'-0"

FLOOR 1, OFFICE BUILDING RCP

NOTES:

PATCH AND REPAIR ALL INTERIOR AND

EXTERIOR FINISHES TO MATCH EXISTING

WHERE WORK OCCURS. SEE ELEC

SEE MECHANICAL AND ELECTRICAL FOR

CONCRETE PENETRATIONS. SEAL

CONCRETE PENETRATION WITH

ELASTOMERIC SEALANT TO PREVENT

WATER INFILTRATION TIGHT.

INFILL DEMO'D CHIMNEY CHASE AT

CEILING PLANE. MATCH EXISTING FINISH.

DN

R E F

VENDVEND

R E F

CORR.

A-211

ENTRY

A-207

RECREATION

A-201

CORR.

A-217

STAIR

A-218

FISH & WILDLIFE

A-216

OFFICE

A-216A

ENGINEERING

A-215

MINERALS

A-202

REC.

OFF.

A-201A

OFFICE

A-202A

OFFICE

A-203A

JAN.

A-204

SPECIAL USES

A-203

MEN

A-206

WOMEN

A-205

SECURITY

A-208

RANGER

A-214

CORR.

A-212

LUNCH

A-209

STAIR

A-213

CONF.

A-210

F

D

C

E

B

A

1 2 3 4 5 86 7 9 10 11

PLENUM ACCESS

3" MIN

3' - 0" MIN.

FTU, SIZE VARIES

MAINTENANCE SIDE

FOAM SEAL AROUND DUCTS AND PIPES

NOTE:

1. PLAN IS AN APPROXIMATION OF SIZE

AND GENERAL REQUIREMENTS. SIZE MAY

VARY TO ACCOMMODATE FRAMING

MEMBER LOCATIONS AND CLEARANCE

FOR MAINTENANCE OPERATIONS. SUBMIT

PLAN FOR EACH ENCLOSURE SIZE TO COR

FOR APPROVAL PRIOR TO ORDERING

MATERIALS.

2. ENSURE MIN 3" CLEAR FROM TOP OF

FTU. BOTTOM REMAINS OPEN TO HEAT

FROM BELOW.

M

IN

M

IN

M

IN

A7.0

10" RIGID INS. ALL SIDES

SEAL ALL JOINTS WITH

ADHESIVE/SPRAY FOAM

AND TAPE

3"

(E) 2ND FLOOR ACT

VAPOR RETARDER, LAP

INTO ENCLOSURE

PIPES AND VALVES

PER MECH

FTU, SIZE VARIES

10" RIGID INS.

10" RIGID INS.

ALL SIDES.

MAINTENANCE SIDE

KEEP 3'-0" CLEAR

DEMO VAPOR BARRIER,

OPEN TO BELOW

EXISTING ACCESS

HATCH

CHECKED:

SHEET

DRAWN:

DATE:

SHEET TITLE:

PROJECT NO. OF

DESIGNER

ARCHIVE NO.

(R10)

ALASKA REGION

DATEREVISION/ISSUENO.

A7.0

ANM-JRD

COMPOUND

HVAC

MODERNIZATION

MRV #2420

FLOOR 2, OFFICE

BUILDING RCP

CONSTRUCTION DDOCUMENTS

FOR CONSTRUCTION

TONGASS NATIONAL

FOREST

07/25/2025

CJN

CJN

ZMJ

JUNEAU RANGER DISTRICT

0' 8' 16'4'1/8" = 1'-0"

FLOOR 2, OFFICE BUILDING RCP

NOTES:

GENERAL: MECHANICAL

EQUIPMENT SHOWN FOR CLARITY

PATCH AND REPAIR FINISHES TO

MATCH EXISTING.

ENCLOSE FTU WITH 10" EPS

INSULATION APPROXIMATELY AT

DASH. NO INSULATION UNDER THE

BOTTOM OF THE FTU TO ALLOW

WARM AIR TO CIRCULATE AROUND

THE FTU. ENSURE ENOUGH

CLEARANCE FOR MAINTENANCE.

SEAL ALL GAPS IN INSULATION

ENCLOSURE WITH SPRAY FOAM

INSULATION.

DEMO CHIMNEY. SEE MECH. SEE

ELEC FOR ELECTRICAL WORK IN

CHASE.

2 2

2 2

0' 2' 4'1'3/4" = 1'-0"

FTU ENCLOSURE, PLAN 4311

0' 2' 4'1'3/4" = 1'-0"

FTU ENCLOSURE, SECTION

DATENO.

REVISION / ISSUE

(R10)

ALASKA REGION

06.20.2025

Alaska

ENGINEERING LLC

25200 Amalga Harbor Phone: 907-789-1226 Juneau, Alaska 99801 jim@alaskaenergy.us

Energy

JR

JR / KB

JR

James A. Rehfeldt

ME-8987

REG IS T ER E D P R O F E S S I O NA L ENGINEER

NOTE: 11"x 17" PRINT IS HALF SIZE

TONGASS NATIONAL

FOREST

JUNEAU RANGER DISTRICT

M101

SYMBOLS AND

GENERAL NOTES

ANM-JRD

COMPOUND

HVAC

MODERNIZATION

FOR

CONSTRUCTION

06/20/2025

SCOPE OF WORKABBREVIATIONS

[1] DRAWING NOTE REFERENCE

(E) EXISTING

A AMPS

AAV AUTOMATIC AIR VENT

ADA AMERICANS WITH DISABILITIES ACT

AMCA AIR MOVEMENT AND CONTROL ASSOCIATION

AS AIR SEPARATOR

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASSE AMERICAN SOCIETY OF SAFETY ENGINEERS

BT BUFFER TANK

CFM CUBIC FEET PER MINUTE

COP COEFFICIENT OF PERFORMANCE

CV CONTROL VALVE

CW COLD WATER

EAD EXHAUST AIR DAMPER

EFF EFFICIENCY

EFT ENTERING FLUID TEMPERATURE

EG EXHAUST GRILLE

ET EXPANSION TANK

F FAHRENHEIT

FD FLOOR DRAIN

GPM GALLONS PER MINUTE

HB HOSE BIBB

HC HEATING COIL

HP HORSEPOWER, HEAT PUMP

HRU HEAT RECOVERY UNIT

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HW HOT WATER

IDU INDOOR UNIT

KW KILOWATT

L LAVATORY

LFT LEAVING FLUID TEMPERATURE

M METER

MAX MAXIMUM

MBH 1,000 BTU PER HOUR

MCA MINIMUM CIRCUIT AMPS

MOP MAXIMUM OVERCURRENT PROTECTION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

ODU OUTDOOR UNIT

P PUMP

PD PRESSURE DROP

PH PHASE

PSIG POUNDS PER SQUARE INCH GAUGE

RM RADIANT MANIFOLD

SIM SIMILAR

SG SUPPLY GRILLE

SS SERVICE SINK, STAINLESS STEEL

TP TRAP PRIMER

TYP TYPICAL

V VOLTS

VFD VARIABLE FREQUENCY DRIVE

VTR VENT THROUGH ROOF

W WASTE

WC WATER CLOSET, WATER COLUMN

YCO YARD CLEANOUT

A. Scope of Work: The scope includes, but is not limited to, the following:

1. Demolition

a. Site: Remove direct bury pipelines, concrete vault, fuel oil tank and fuel piping.

b. Office Building: Remove heating plant consisting of:

1) Fuel oil boiler, heating piping, pumps, expansion tanks, air separator, and appurtenances.

2) Remove boiler and hot water heater flue and chimney from boiler room to above roof.

3) Remove daytank, fuel oil piping, and appurtenances

2. District Heating System

a. Site: Provide direct bury pipelines that connect the Office Building heating plant to the heating systems in the Warehouse and Storage Buildings.

b. Office Building Heating Plant: Provide two electric boilers, heating piping, pumps, expansion tanks, air separators, and appurtenances.

c. Warehouse Building: Provide a cabinet unit heater in the Radio Shop.

d. Replace all hydronic heating system balance valves in the three buildings.

e. Flush: Purge the glycol and TSP from the district heating system and building heating systems, including radiant tubing, heating units and bypass lines, by draining, flushing and refilling the system. Repeat until filled system has a glycol percentage under 3%.

1) Hydronic Heating Water Disposal: The hydronic heating water may contain up to 50% propylene glycol and TSP solution. Glycol waste is classified as hazardous waste. Handle, transport, and dispose of the heating glycol water and/or TSP in accordance with local hazardous waste regulations.

3. Storage Building Ventilation: Install a heat recovery ventilator to provide continuous ventilation and modify the DDC controls for purge ventilation mode that operates the existing exhaust fans and makeup air coil.

4. Testing, Adjusting and Balancing

a. District Heating System: Balance the heating pumps and piping mains serving each building

b. Existing Hydronic Heating System and Units

1) Balance and adjust the flow through each heating unit.

2) Replace the ports on the existing balance valves.

c. Ventilation Systems

1) Office Building AHU3-1: Adjust the minimum outside airflow

2) Warehouse Building HV-1: Adjust the minimum outside airflow

3) Storage Building HRV-1: Adjust the supply and exhaust airflow

4) Storage Building EF-1 and EF-2: Measure exhaust airflow

5. Control Systems: Upgrade and modify the existing Automated Logic DDC control system.

a. District Heating Plant and Cabinet Unit Heater: Provide control, monitoring and alarm for the district heating plant and cabinet unit heater CUH-1 in the Warehouse Building.

b. Existing DDC Control: Update controls for the existing HVAC systems in accordance with revised control sequences.

c. Submit DDC control system documentation for all three buildings including drawings, control sequences and equipment data. Submit the DDC as-builts 14-days prior to commissioning functional testing.

6. Commissioning: Commission the district heating plant, heating and ventilation systems in each building and TAB work and DDC controls.

B. Code Compliance: Comply with the approved edition of the following codes:

1. International Building Code - 2024

2. International Mechanical Code - 2024

3. International Fire Code - 2024

4. International Plumbing Code - 2024

A. General

1. Existing Conditions: The design is based on Owner drawings, has not been fully field-verified, and does not represent as-built conditions. Field verify all information required for construction including pipe, duct, equipment sizes and locations and control and appurtenance locations prior to start of work.

2. Ceilings: Remove, modify and reinstall existing ceiling tiles and grids as required to perform the work. Replace tiles and grids that are damaged during the work.

3. Concrete Pads: Provide concrete pads under mechanical equipment in mechanical spaces. Coordinate size and location with equipment.

4. Seismic Supports and Restraints: Piping and equipment shall be supported based on seismic category 'D'. Submit seismic support systems designed by a licensed structural engineer.

5. Variable Frequency Drives: Variable frequency drives are provided by the mechanical contractor and installed by the electrical contractor.

6. Substitutions: Equipment substitutions are allowed and shall demonstrate by submittal of shop drawings and product data that they meet or exceed the basis of design.

7. Hydronic Heating System: Drain and flush the entire heating piping system, including the existing piping in each building. Clean heating piping system with heated TSP solution or approved alternate. Clean all strainers.

8. Install equipment per the manufacturer's installation instructions. Submit conflicts with the contract documents prior to installation.

a. Coordinate the location of mechanical systems with existing and new work, rated assemblies, construction phasing and structural requirements.

b. Arrange work to provide workable access to serviceable or operable equipment by a person standing on the floor. Provide access doors for concealed items rated for the assembly.

9. Cut and Patch: Repair all damaged surfaces, insulation, ceiling tiles, and fire-proofing.

Plug, patch and repair holes and penetrations of surfaces. Refinish surfaces and repair assemblies to match adjacent finishes and retain fire, temperature, and/or smoke ratings.

Seal room penetrations to maintain pressure relationships between spaces.

B. Demolition: Remove all items that are associated with equipment noted for removal including, but not limited to, supports, brackets, stems, hangers, conduit, conductors, devices, appurtenances and accessories. All items shown as removed become the property of the contractor.

C. Hydronic Systems

1. Coordination: All rises and drops in piping are not shown. Layout routing and coordinate work with other trades before construction.

2. Air Vents and Drains: Install ¾” drain valves at low points and automatic air vents with isolation valve at high points.

3. Thermometers: Extend thermowells halfway into the flow stream, extend sensor to bottom of well and fill with thermo-conductive paste. For insulated piping, insulate the piping tee and thermowell.

4. Pressure Relief Valves: Extend pressure relief valve discharge pipe to within 6-12” of floor.

D. HVAC Systems

1. Coordination: Coordinate diffuser and grille locations with light fixtures, sprinkler heads and other ceiling features and in accordance with the ceiling pattern.

2. All rises and drops in ductwork are not necessarily shown. Layout routing and coordinate work with other trades before construction.

3. Duct Offsets: Provide radius elbows for all duct offsets and turns greater than 15°. Miter elbows with turn vanes are only allowed where specifically shown.

SYMBOLS & ABBREVIATIONS

CW COLD WATER

HW HOT WATER

HWC HOT WATER CIRCULATION

PHW PREHEATED HOT WATER

V VENT

W WASTE, SOIL, DRAINAGE

HS HEATING SUPPLY

HR HEATING RETURN

R2 REFRIGERANT

POINT OF CONNECTION OR REMOVAL

AV AUTOMATIC VALVE

PRV PRESSURE REDUCING VALVE

ELBOW PLAN, UP , DOWN

GATE VALVE

CHECK VALVE

UNION

HOSE BIBB

AAV AUTOMATIC AIR VALVE

GLOBE VALVE OR ISOLATING BALL

VALVE

BV BALANCE VALVE

DV DRAIN VALVE

REDUCER

PRESSURE GAGE

P-1 PUMP

CENTRIFUGAL PUMP

PRESSURE RELIEF VALVE

FLOW DIRECTION

RADIANT TUBING

1/M2.0 DETAIL REFERENCE

ZONE A / LOOP 2

THERMOSTAT - IMMERSION, ROOM

PRESSURE SENSOR

THERMOMETER

Ø DIAMETER

AIR VOLUMN .

DIFFUSER/GRILL TYPE

AIRFLOW DIRECTION INDICATOR

CEILING RETURN/EXHAUST GRILLE

CEILING SUPPLY DIFFUSER

RETURN/EXHAUST DUCT UP, DOWN

SUPPLY DUCT UP, DOWN

WALL SUPPLY GRILLE

LINE BREAK

PHW

R2

M2.0

A2

T

P

SA

GENERAL NOTES

AutoCAD SHX Text A

AutoCAD SHX Text K

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text

TH

AutoCAD SHX Text S

REVISION / ISSUE

(R10)

ALASKA REGION

06.20.2025

Alaska

ENGINEERING LLC

25200 Amalga Harbor Phone: 907-789-1226 Juneau, Alaska 99801 jim@alaskaenergy.us

Energy

JR

JR / KB

JR

James A. Rehfeldt

ME-8987

REG IS T ER E D P R O F E S S I O NA L ENGINEER

NOTE: 11"x 17" PRINT IS HALF SIZE

TONGASS NATIONAL

FOREST

JUNEAU RANGER DISTRICT

M102

SCHEDULES

ANM-JRD

COMPOUND

HVAC

MODERNIZATION

FOR

CONSTRUCTION

06/20/2025

BOILER SCHEDULE

Symbol Building Location Capacity Operating Control Electrical Safeties Design Basis

B-1 Office Mechanical A-102 210 kW Honeywell T775 / Seven 30 kW Steps 480V / 3-ph / 210kW High Limit / High Limit with Reset / LWCO / Flow Switch Precision PCW3-210-480 B-2 Office Mechanical A-102 210 kW Honeywell T775 / Seven 30 kW Steps 480V / 3-ph / 210kW High Limit / High Limit with Reset / LWCO / Flow Switch Precision PCW3-210-480

EXPANSION TANK SCHEDULE

Symbol Building Location Service Volume Acceptance Charge Design Basis / Description

ET-1 Office Mechanical A-102 District Heating 21 gallons 10 gallons 12 psig Amtrol Extrol AX-40V-DD / Vertical steel with butyl diaphragm; 125 psig ASME

HEATING EQUIPMENT SCHEDULE

Symbol Building Description Location Capacity Design Basis / Description

(R) AS-1 Office Air Separator Mechanical A-102 114 gpm / 3" Amtrol 3-ASL / Relocate AS-1

HEAT RECOVERY UNIT SCHEDULE

Symbol Building Location SF CFM / ESP EF CFM / ESP Fan Drive HX Type Supply Air Exhaust Air Sensible

Effectiveness Electrical Manufactuer / Description

HRU-1 Office Staging Bay S-04 200 / 0.75" 200 / 0.75" Direct / EC Motor Enthalpy wheel -10Fdb / -12Fwb 60Fdb / 48Fwb 75% 120V / 1-ph /

MCA=7A

FanTech ATMO 300C-EC / Energy Recovery Ventilator with EC motors and polymer enthalpy core

VENTILATION EQUIPMENT

Symbol Description Material Duct Connection Design Basis/Description

WC-1 Wall Cap 304 Stainless Steel 8" Diameter AllVent Dome Grille / Round hood with 45-degree angled outlet; mesh screen

PUMP SCHEDULE

Symbol Description Building Location Service Fluid / Temp Capacity Min Efficiency Electrical Design Basis / Options

P-1 Inline circulator with EC motor and variable speed controller and DDC interface Office Mechanical A-102 Boiler B-1 Water / 180F 72 gpm / 12 feet 60% 208V / 1-ph / 3/4 HP Taco VR20M / Controller capable control sequence P-2 Inline circulator with EC motor and variable speed controller and DDC interface Office Mechanical A-102 Boiler B-2 Water / 180F 72 gpm / 12 feet 60% 208V / 1-ph / 3/4 HP Taco VR20M / Controller capable control sequence

P-3A Base-mounted, end-suction pump coupled to motor Office Mechanical A-102 District Heating Water / 180F 114 gpm / 60 feet 69% 208V / 3-ph / 3 HP / VFD Taco FI2009D / Suction diffuser P-3B Base-mounted, end-suction pump coupled to motor Office Mechanical A-102 District Heating Water / 180F 114 gpm / 60 feet 69% 208V / 3-ph / 3 HP / VFD Taco FI2009D / Suction diffuser

CABINET UNIT HEATER SCHEDULE

Symbol Description Capacity Water-side Air-side Electrical Make/Model Notes CUH-1 Wall-mounted cabinet fan heater with integral intake and discharge grilles, 1-row coil 20 MBH Water; 180F EWT; 2.0 GPM 65F EAT; 370 CFM (low speed) 120V / 1-ph / MCA = 1A Modine CW-006 Arrangement 08; 3-speed Motor Controller

BALANCE VALVE SCHEDULE

Building Location Equipment Flow GPM Balance Valve Size

District Heating System

Office Mechanical A-102 Pump P-1 72.0 3 Office Mechanical A-102 Pump P-2 72.0 3 Office Mechanical A-102 Pumps P-3A / P-3B 114.0 3 Office Mechanical A-102 Office Building 65.0 2-1/2

Warehouse Radio Shop W-08 Warehouse Building 28.0 2 Storage Staging Bay S-04 Storage Building 21.0 1-1/4 [1]

Office Building

Office Third Floor Penthouse AHU3-1 HC 11.0 1-1/4 [1] Office Third Floor Penthouse AHU3-1 HC 11.0 1-1/4 [1] Office Third Floor Penthouse AHU3-1 HC Bypass 22.0 2 [1] Office Wilderness A-101 FTU-1 1.7 1/2 [1] Office Wilderness A-101 FTU-1 Bypass 1.7 1/2 [1] Office Wilderness A-101 FTU-2 2.0 3/4 [1] Office Wilderness A-101 FTU-2 Bypass 2.0 3/4 [1] Office Mechanical A-102 FTU-3 1.4 1/2 [1] Office Mechanical A-102 FTU-3 Bypass 1.4 1/2 [1] Office Unfinished A-105 FTU-4 1.5 1/2 [1] Office Unfinished A-105 FTU-4 Bypass 1.5 1/2 [1] Office Timber and Fire A-120 FTU-5 1.3 1/2 [1] Office Timber and Fire A-120 FTU-5 Bypass 1.3 1/2 [1] Office Education and Outreach A-121 FTU-6 1.0 1/2 [1] Office Education and Outreach A-121 FTU-6 Bypass 1.0 1/2 [1] Office Support Services A-122 FTU-7 1.5 1/2 [1] Office Support Services A-122 FTU-7 Bypass 1.5 1/2 [1] Office Support Services A-122 FTU-8 0.9 1/2 [1] Office Support Services A-122 FTU-8 Bypass 0.9 1/2 [1] Office Conference Room A-124 FTU-9 1.4 1/2 [1] Office Conference Room A-124 FTU-9 Bypass 1.4 1/2 [1] Office Ranger Office A-128 FTU-10 1.4 1/2 [1] Office Ranger Office A-128 FTU-10 Bypass 1.4 1/2 [1] Office Corridor A-118 FTU-11 1.2 1/2 [1] Office Corridor A-118 FTU-11 Bypass 1.2 1/2 [1] Office Law Enforcement A-129 FTU-12 1.3 1/2 [1] Office Law Enforcement A-129 FTU-12 Bypass 1.3 1/2 [1] Office Corridor A-117 FTU-13 0.9 1/2 [1] Office Corridor A-117 FTU-13 Bypass 0.9 1/2 [1] Office Recreation A-201 FTU-14 3.8 1/2 [1] Office Recreation A-201 FTU-14 Bypass 3.8 1/2 [1] Office Recreation A-201 FTU-15 3.8 3/4 [1] Office Recreation A-201 FTU-15 Bypass 3.8 3/4 [1] Office Minerals A-202 FTU-16 1.4 1/2 [1] Office Minerals A-202 FTU-16 Bypass 1.4 1/2 [1] Office Special Uses A-203 FTU-17 1.9 3/4 [1] Office Special Uses A-203 FTU-17 Bypass 1.9 3/4 [1] Office Corridor A-211 FTU-18 1.4 1/2 [1] Office Corridor A-211 FTU-18 Bypass 1.4 1/2 [1] Office Fish and Wildlife A-216 FTU-19 2.2 3/4 [1] Office Fish and Wildlife A-216 FTU-19 Bypass 2.2 3/4 [1] Office Engineering A-215 FTU-20 1.9 3/4 [1] Office Engineering A-215 FTU-20 Bypass 1.9 3/4 [1] Office Ranger Office A-214 FTU-21 1.4 1/2 [1] Office Ranger Office A-214 FTU-21 Bypass 1.4 1/2 [1] Office Corridor A-212 FTU-22 2.0 3/4 [1] Office Corridor A-212 FTU-22 Bypass 2.0 3/4 [1] Office Corridor A-212 FTU-23 1.9 3/4 [1] Office Corridor A-212 FTU-23 Bypass 1.9 3/4 [1] Office Entry A-127 CH3-1 1.9 1/2 [1] Office Entry A-127 CH3-1 Bypass 1.9 1/2 [1] Office West Stair A-109 UH3-1 1.5 1/2 [1] Office West Stair A-109 UH3-1 Bypass 1.5 1/2 [1]

Warehouse Building

Warehouse Mechanical W-02 HV-1 13.0 1-1/2 [1] Warehouse Mechanical W-02 Heating Manifold 14.2 1-1/2 [1] Warehouse Vehical Shop W-09 UH-1 4.7 3/4 [1] Warehouse Radio Shop W-08 CUH-1 2.4 3/4 [1] Warehouse Wood Shop W-01 UH-3 4.7 3/4 [1] Warehouse Mechanical W-02 Radiant 2.4 3/4 [1]

Storage Building Storage Staging Bay S-04 HC-1 16.0 1-1/4 [1] Storage Staging Bay S-04 Radiant Floor 5.0 1 [1]

DRAWING NOTES

[1] Replace existing balance valve.

AutoCAD SHX Text A

AutoCAD SHX Text K

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text

TH

STORAGE BUILDING LOOPFIELDEIGHT BOREHOLES,

(X) DIRECT BURY 1-1/2" HS/HR

4/M203 [1]

(X) DIRECT BURY 2" HS/HR

3/M203 [1]

(X) VAULT

1/M203

(X) DIRECT BURY

2" HS/HR [1]

(X) 2000 GALLON FUEL OIL TANK [2]

(X) DDC CONTROL CONDUIT AND CONDUCTORS [4]

(X) 1/2" FOS

(X) 3/4" FOR [3]

N

DRAWING NOTES

[1] The location of the existing direct bury piping and vault is estimated and has not been field verified.

[2] Notify the USFS a minimum of 30-days prior to disabling the fuel oil boiler so they can stop fuel deliveries. Remove aboveground tank and supports. Tank and fuel become the property of the Contractor and shall be disposed of in accordance with applicable state and federal regulations.

[3] Remove FOS/FOR and galvanized channel support rack adjacent to tank and along building wall. Repair support wall penetrations.

[4] Remove the control conduit and conductors between PNL-3 in the Office Building and PNL-1 in the Warehouse and between PNL-1 and PNL-2 in the Storage Building. Routing is not known.

GENERAL NOTES

· Refer to the Record Drawings for information on site utilities.

· Provide utility locates prior to excavation.

SITE DEMO PLAN

DATENO.

REVISION / ISSUE

(R10)

ALASKA REGION

06.20.2025

Alaska

ENGINEERING LLC

25200 Amalga Harbor Phone: 907-789-1226 Juneau, Alaska 99801 jim@alaskaenergy.us

Energy

JR

JR / KB

JR

James A. Rehfeldt

ME-8987

REG IS T ER ED P R O F E S S IO NA L ENGINEER

NOTE: 11"x 17" PRINT IS HALF SIZE

TONGASS NATIONAL

FOREST

JUNEAU RANGER DISTRICT

M201

SITE DEMO PLAN

ANM-JRD

COMPOUND

HVAC

MODERNIZATION

FOR

CONSTRUCTION

06/20/2025

SCALE: 0 80'20' 40'M201

AutoCAD SHX Text

STORAGE BUILDING

AutoCAD SHX Text

WAREHOUSE BUILDING

AutoCAD SHX Text

OFFICE BUILDING

AutoCAD SHX Text

MENDENHALL LOOP ROAD

AutoCAD SHX Text A

AutoCAD SHX Text K

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text

TH

STORAGE BUILDING LOOPFIELDEIGHT BOREHOLES,

DIRECT BURY 2" HS/HR [1] [2]

4/M203

DIRECT BURY 3" HS/HR [1] [2]

4/M203

EXPANSION LOOPS [3]

ROUTE HS/HR UNDER

SLAB 3/M203

WALL PENETRATION 2/M203

DIRECT BURY PIPING

ANCHOR 5/M203

1/M304

1/M501

1/M401

ROUTE HS/HR UNDER

SLAB 3/M203

DIRECT BURY PIPING

ANCHOR 5/M203

PROVIDE DDC CONTROL

CONDUCTORS [4]

DATENO.

REVISION / ISSUE

(R10)

ALASKA REGION

06.20.2025

Alaska

ENGINEERING LLC

25200 Amalga Harbor Phone: 907-789-1226 Juneau, Alaska 99801 jim@alaskaenergy.us

Energy

JR

JR / KB

JR

James A. Rehfeldt

ME-8987

REG IS T ER ED P R O F E S S IO NA L ENGINEER

NOTE: 11"x 17" PRINT IS HALF SIZE

TONGASS NATIONAL

FOREST

JUNEAU RANGER DISTRICT

M202

SITE PLAN

ANM-JRD

COMPOUND

HVAC

MODERNIZATION

FOR

CONSTRUCTION

06/20/2025

DRAWING NOTES

[1] Locate the direct bury piping along the same routing as the existing piping. Refill excavations to allow vehicle use when work is not occurring.

[2] Install direct bury piping per manufacturer's instructions.

[3] Expansion loops sized by piping manufacturer. Install per manufacturer's instructions.

[4] Install control conduit and conductors from PNL-3 in the Office

Building to PNL-1 in the Warehouse and from PNL-1 to PNL-2 in the Storage Building. Install conduits in piping trench as detailed in the Civil Drawings and route through building as required.

GENERAL NOTES

· Refer to the record drawings for information on site utilities.

· Provide utility locates prior to excavation.

N

SITE PLAN

SCALE: 0 80'20' 40'M202

AutoCAD SHX Text

STORAGE BUILDING

AutoCAD SHX Text

WAREHOUSE BUILDING

AutoCAD SHX Text

OFFICE BUILDING

AutoCAD SHX Text

MENDENHALL LOOP ROAD

AutoCAD SHX Text A

AutoCAD SHX Text K

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text

TH

(X) DIRECT BURY 1-1/2" HS/HR

TO STORAGE BLDG

VAULT

ACCESS

HATCH

(X) EXPANSION LOOP 3

TYP OF 2

(X) EXPANSION LOOP 1

TYP OF 2

(X) EXPANSION LOOP 2

TYP OF 2

(X) ALL PIPING IN VAULT, TYP

(X) ALL CHANNEL SUPPORTS

IN VAULT, TYP

(X) DIRECT BURY 2" HS/HR

TO OFFICE BLDG

(X) DIRECT BURY 2" HS/HR

TO WAREHOUSE BLDG

(X) VAULT

DATENO.

REVISION / ISSUE

(R10)

ALASKA REGION

06.20.2025

Alaska

ENGINEERING LLC

25200 Amalga Harbor Phone: 907-789-1226 Juneau, Alaska 99801 jim@alaskaenergy.us

Energy

JR

JR / KB

JR

James A. Rehfeldt

ME-8987

REG IS T ER ED P R O F E S S IO NA L ENGINEER

NOTE: 11"x 17" PRINT IS HALF SIZE

TONGASS NATIONAL

FOREST

JUNEAU RANGER DISTRICT

M203

SITE DETAILS

ANM-JRD

COMPOUND

HVAC

MODERNIZATION

FOR

CONSTRUCTION

06/20/2025

N

VAULT DEMO PLAN

SCALE: 0 1' 2'6" 4' SCALE: NONE SCALE: NONE

DIRECT BURY PIPING

CORE DRILL WALL

FILL ANNULAR SPACE

WITH QUICK SET MORTAR

(E) CONCRETE WALL

6" MIN 6" MIN 6" MIN

MIN 36"

6" MIN

DIRECT BURY HS/HR

6" MIN

PIPE MARKERS

12" FROM SURFACE

SCALE: NONE

DIRECT BURY PIPE TRENCH DETAIL

10"

MIN

TYP

10" MIN

36" LONG CONCRETE

ANCHOR BLOCK

DIRECT BURY PIPING

1/2" THICK ANCHOR PLATE

SCALE: NONE

DIRECT BURY PIPING ANCHOR DETAIL

10" MIN

DIRECT BURY PIPING

WALL PENETRATION DETAIL

DIRECT BURY PIPING

BUILDING BRANCH DETAIL

HS/HR

(E) SLAB

(E) WALL

SEE CIVIL FOR PIPE

TRENCH REQUIREMENTS

CORE DRILL STEM WALL

PENETRATIONS. SEAL WITH GROUT.

TYPE K COPPER

CARRIER PIPE

SCALE: NONE

DIRECT BURY PIPE DETAIL

HPPE JACKET

3" HS/HR - 10" ID

2" HS/HR - 8" ID

POLYISOCYANURATE

FOAM

SEE CIVIL FOR PIPE TRENCH

REQUIREMENTS

DIRECT BURY

HS/HR

(E) FOOTING

REMOVE AND REPLACE

SLAB AS REQUIRED TO

INSTALL PIPING.

SEE ARCH DRAWINGS

M203

M203

M203

M203

M203

M203

SEE CIVIL FOR PIPE TRENCH

REQUIREMENTS

DIRECT BURY PIPING

AutoCAD SHX Text A

AutoCAD SHX Text K

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text

TH

AutoCAD SHX Text S

6"

FEC

FEC

1 2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

(X) 1/2" FOS

(X) 3/4" FOR

M302

1/M201[1]

UP

UP

FEC

FEC

1 2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

DATENO.

REVISION / ISSUE

(R10)

ALASKA REGION

06.20.2025

Alaska

ENGINEERING LLC

25200 Amalga Harbor Phone: 907-789-1226 Juneau, Alaska 99801 jim@alaskaenergy.us

Energy

JR

JR / KB

JR

James A. Rehfeldt

ME-8987

REG IS T ER ED PR O F E S S IO NA L ENG INEER

NOTE: 11"x 17" PRINT IS HALF SIZE

TONGASS NATIONAL

FOREST

JUNEAU RANGER DISTRICT

M301

OFFICE BUILDING FIRST

FLOOR DEMO PLAN

ANM-JRD

COMPOUND

HVAC

MODERNIZATION

FOR

CONSTRUCTION

06/20/2025

4'SCALE: 0 1' 2'

N

4'SCALE: 0 16'8'

N

OFFICE BUILDING FIRST FLOOR DEMO PLAN

DRAWING NOTES

[1] Remove 1/2” FOS/FOR to (X) oil tank. seal hole in exterior wall per architectural.

M301

AutoCAD SHX Text A

AutoCAD SHX Text K

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text

TH

(X) DIRECT BURY

2" HS/HR

(E) 1/2"

(E) WATER

AND FIRE

HEADER

(X) ET [3]

(X) 1/2

(X) 2 (X) 2(E) WH

(X) 6" FLUE

(X) ET

(X) 2-1/2

REMOVE 60x5 COMBUSTION

AIR DUCT DOWN TO FLOOR

AND CAP AT CEILING [1]

(X) B-1

(X) CP-3

(X) 3

(R) AS-1 [4]

(X) 10" FLUE

(X) 3

(X) 16" FLUE

(X) 3

(X) 1/2" FOS

(X) CP-2

(X) CP-1

(X) 3

(E) 2-1/2

(E) 1-1/2

(E) 2

(X) DAYTANK

(X) 2" OIL VENT

(X)14" CHIMNEY [2]

(X) 1/2" FOS

(X) 3/4" FOR

MECHANICAL

A-102

(X) GT

(E) FD

(E) FD

(X) 3

(E) RPBP

CAP 60x5 COMBUSTION

AIR DUCT AT CEILING [1]

(R) CHEMICAL

FEEDER

(X) 1/2

F

E

DATENO.

REVISION / ISSUE

(R10)

ALASKA REGION

06.20.2025

Alaska

ENGINEERING LLC

25200 Amalga Harbor Phone: 907-789-1226 Juneau, Alaska 99801…