A3 - 4.19.23 - JKSE172220 - B25 - B-3 Drawings w_ABI.pdf

PDF 21 MB Posted May 25, 2023

Attached to: REPAIR MAINTENANCE HANGAR, BLDG 25
Solicitation number: W50S7L23B0002
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal solicitation to award a construction contract for repairs to Building 25 at the Montana Air National Guard. The solicitation seeks a contractor to provide all labor, materials, equipment, and supervision necessary to complete repairs such as replacing the lower-roof single-ply membrane, repairing asphalt and drainage, removing unused floor rails, installing an overhead crane and new high performance floor coating in the hangar bay, modifying the fire sprinkler system, and conducting mechanical and electrical repairs and upgrades. The contract duration is 120 calendar days with a magnitude between $1,000,000 to $5,000,000. The pre-bid conference is scheduled for June 13th and questions are due by June 23rd. The bid opening will be on July 7th. The solicitation is set aside 100% for small businesses with a NAICS code of 236220 and $45,000,000 size standard. Interested contractors must register in the System for Award Management to obtain the solicitation posted on Contract Opportunities at SAM.gov.

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OWNER:

MONTANA AIR NATIONAL GUARD

120TH AIRLIFT WING

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

ARCHITECT:

SMA ARCHITECTURE & DESIGN, P.C.

920 FRONT STREET SUITE 101

HELENA, MT 59601

P | 406/442-4933

MECH, FIRE PROTECTION, AND ELECT ENGINEERS:

IMEG, INC.

920 FRONT STREET, SUITE 104

HELENA, MT 59601

P | 406/438-1467

STRUCTURAL AND INDUSTRIAL HYGIENE ENGINEERS:

TD&H ENGINEERING

1800 RIVER DRIVE NORTH

GREAT FALLS, MT 59401

P | 406/761-3010 / F | 406/727-2872

CIVIL ENGINEER:

ROBERT PECCIA AND ASSOCIATES (RPA)

3147 SADDLE DRIVE

PO BOX 5653

HELENA, MT 59601

PROJECT TEAM

1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE.

2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 24"X36" AND IN COLOR.

3. HORIZONTAL DIMENSIONS SHOWN INDICATE FACE OF (F.O.) CONCRETE, F.O. STUD, CENTERLINE OF COLUMN GRIDLINE, OR F.O. FINISH

(INTERIOR), U.N.O.; VERTICAL DIMENSIONS INDICATE TOP OF (T.O.) SLAB, T.O. SUBFLOOR, OR T.O. FRAMING, U.N.O.

4. INFORMATION REGARDING EXISTING SITE CONDITIONS USED TO PREPARE THESE DRAWINGS HAS BEEN PROVIDED BY OTHERS. CONTRACTOR

TO FIELD VERIFY EXISTING SITE CONDITIONS PRIOR TO COMMENCING CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWINGS. THE ARCHITECT WILL ISSUE A WRITTEN DIRECTIVE IF FURTHER CLARIFICATION IS REQUIRED. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, DATUM, LEVELS AND CONDITIONS PERTAINING TO THE WORK PRIOR TO COMMENCING CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES WITH THE DOCUMENTS. THE ARCHITECT WILL ISSUE A WRITTEN DIRECTIVE IF FURTHER CLARIFICATION IS REQUIRED.

SHEET NOTES

SECTION NUMBER N

VIEW CALLOUT NORTH ARROW

EXTERIOR ELEVATION CALLOUT

EXTERIOR WALL TYPE SYMBOL

BUILDING SECTION CALLOUT

WALL SECTION CALLOUT

INTERIOR ELEVATION CALLOUT

DETAIL VIEW CALLOUT

DOOR SYMBOL

WINDOW TYPE SYMBOL

INTERIOR WALL TYPE SYMBOL

KEYNOTE CALLOUT

LEVEL CALLOUT

SHEET NUMBER

DIRECTION OF CUT PROJECT NORTH

SECTION NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

DIRECTION OF CUT

DETAIL NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

DIRECTION OF CUT

VIEW NUMBER

SHEET NUMBER

DIRECTION OF VIEW

LEVEL TITLE

LEVEL ELEVATION

SHEET LEGEND

A3.00

24 VIEW NAME

VIEW SCALEA1.00

A0.00 1

A1.00

LEVEL NAME

ELEVATION

100A

EW-1A

A1.00

BIM FILE PATH:

SHEET NO.:

TITLE:

REVISIONS:

KEYMAP:

HELENA

920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com

ARCHITECT SEAL:

PROJECT:

PROJECT LOCATION:

PREPARED FOR:

LOGO:

CONSULTANT:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

TEAM:

PHASE:

DATE:

PROJECT NUMBER:

P lo t D at e:

PROJECT ADDRESS

BOZEMAN

109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com

C:\Users\peterr\Documents\1819 - MANG Building 25-R19_peterrJNJMV.rvt

-COV-

JKSE172220

12.20.2021

COVER SHEET

PR/TJ

PR/TM

REPAIR MAINTENANCE

HANGAR BLDG 25

JKSE172220

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

Type B-3 SUBMITTAL

REPAIR MAINTENANCE HANGAR BLDG 25

Type B-3 SUBMITTAL | 12.20.2021

PROJECT NUMBER JKSE172220

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

REPAIR MAINTENANCE HANGAR BLDG 25

COVER SHEET

-COV- COVER SHEET

ARCHITECTURAL DRAWINGS

A1.20 FIRST FLOOR DEMOLITION PLAN

A1.21 SECOND FLOOR DEMOLITON PLAN

A1.22 ROOF DEMOLITION PLAN

A2.00 FIRST FLOOR PLAN

A2.01 SECOND FLOOR PLAN

A2.10 REFLECTED CEILING PLANS

A2.40 ROOF PLAN & DETAILS

A3.00 EXTERIOR ELEVATIONS

SHEET INDEX

CIVIL DRAWINGS

C001 CIVIL COVER SHEET

C100 DEMOLITION SITE PLAN

C101 CIVIL SITE PLAN

C201 SITE GRADING PLAN

C301 ASPHALT PAVEMENT PLAN

C302 STORM WATER IMPROVEMENTS

C303 LANDSCAPE PLAN

C401 CONCRETE PAVEMENT JOINTING PLAN

C402 CONCRETE PAVEMENT DETAILS

C501 CIVIL DETAILS

C502 CIVIL DETAILS

STRUCTURAL DRAWINGS

S1.0 GENERAL STRUCTURAL NOTES

S1.1 GENERAL STRUCTURAL NOTES

S1.2 GENERAL STRUCTURAL NOTES

S1.3 TYPICAL DETAILS

S2.0 SLAB PLAN

S3.1 ROOF PLAN

S5.0 FOUNDATION DETAILS

S6.1 ROOF DETAILS

N N

VICINITY MAP SITE MAP

MECHANICAL DRAWINGS

M0.00 MECHANICAL COVER SHEET

M1.00 FIRST FLOOR MECHANICAL DEMOLITION PLAN

M2.00 FIRST FLOOR MECHANICAL PLAN

M2.01 SECOND FLOOR MECHANICAL PLAN

M3.00 MECHANICAL DETAILS

M4.00 MECHANICAL SCHEDULES

M4.01 MECHANICAL SCHEDULES

M5.00 MECHANICAL CONTROLS

M5.01 MECHANICAL CONTROLS

ELECTRICAL DRAWINGS

E0.00 ELECTRICAL COVER SHEET

E1.00 FIRST FLOOR ELECTRICAL PLAN

E1.01 SECOND FLOOR ELECTRICAL PLAN

E1.02 ELECTRICAL DEMOLITION ROOF PLAN

E1.03 ELECTRICAL ROOF PLAN

E2.00 ELECTRICAL SCHEDULES

E2.01 ELECTRICAL SCHEDULES

E3.00 ELECTRICAL DETAILS

E3.01 ELECTRICAL DETAILS

E4.00 ELECTRICAL ONE-LINE DIAGRAM - MAIN SWBD 2

UG UNDERGROUND

UH UNIT HEATER

UR URINAL

UV UNIT VENTILATOR

V.B. VAPOR BARRIER

VAC VACUUM

VAR VARIES

VCT VINYL COMPOSITE TILE

VEN VENEER

VERT. VERTICAL

VEST VESTIBULE

VFY. VERIFY

VG VERTICAL GRAIN

VIN VINYL

VP VENEER PLASTIC

VT VINYL TILE

VWC VINYL WALL COVERING

W WEST/WOMEN'S

W/ WITH

W/D WASHER/DRYER

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD. WOOD

WH WATER HEATER

WIND. WINDOW

WWF WELDED WIRE FABRIC

WWM WIRE MESH

SUBFLR SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SY SQUARE YARD

T&G TONGUE AND GROOVE

T.B. TEST BORE

T.O. TOP OF

T.O. FTG TOP OF FOOTING

T.O. SL. TOP OF SLAB

T.O.B. TOP OF BEAM

T.O.C. TOP OF CONCRETE

T.O.P. TOP OF PLATE

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

TB TOWEL BAR

TEL TELEPHONE

TEMP TEMPERATURE

TEMP. TEMPORARY

THERM. THERMOSTAT

THK THICK

THROUGH. THROUGHOUT

THRU THROUGH

TJI TRUSS JOIST INCORPORATED

TOT. TOTAL

TPO THERMOPLASTIC POLYOLEFIN

TS TUBE STEEL

TV TELEVISION

TYP. TYPICAL

U.L. UNDERWRITERS LABORATORIES

U.N.O. UNLESS NOTED OTHERWISE

U/ UNDER

UBC UNIFORM BUILDING CODE

REINF REINFORCING

REQ. REQUIRED/REQUIREMENT(S)

RES RESILIENT

REV REVERSED

RIG. RIGID

RM ROOM

RO ROUGH OPENING

RV ROOF VENT

S SOUTH

S.C. SOLID CORE

S.I.P. STRUCTURAL INSULATED PANEL

SACT SUSPENDED ACOUSTICAL CEILING TILE

SAT SUSPENDED ACOUSTICAL TILE CEILING

SCHED. SCHEDULE

SECT SECTION

SF SQUARE FEET

SHEATH./SHTHG SHEATHING

SHLVNG SHELVING

SHLVS SHELVES

SHT SHEET

SHWR SHOWER

SIM SIMILAR

SLNT SEALANT

SM SURFACE MOUNTED

SOG SLAB ON GRADE

SPEC. SPECIFICATION

SQ. SQUARE

SS STAINLESS STEEL

STD. STANDARD

STL. STEEL

STOR STORAGE

STRUCT. STRUCTURAL

OH OVERHEAD

OPER. OPERABLE

OPNG OPENING

OPP OPPOSITE

PART. PARTITION

PART. BD. PARTICLE BOARD

PC PRECAST CONCRETE

PERIM. PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLAST PLASTIC

PLYWD. PLYWOOD

PNL PANEL

PRE-MAN. PRE-MANUFACTURED

PREFIN. PREFINISHED

PSL PARALLEL STRAND LUMBER

PT POINT

PVC POLYVINYL CHLORIDE PLASTIC

POLYMER

PVMT PAVEMENT

QTY QUANTITY

R RISER

RA ROOF ASSEMBLY

RAD RADIUS

RB RUBBER BASE

RC ROOF/CEILING

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

RECOMM. RECOMMENDATION(S)

REF REFERENCE

REFR/REF REFRIGERATOR

LVL LAMINATED VENEER LUMBER

LVR LOUVER

LVT LUXURY VINYL TILE

M MEN'S

MACH. MACHINE

MAT. MATERIAL

MAX. MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MECH. MECHANICAL

MEMB. MEMBRANE

MEZZ MEZZANINE

MFR. MANUFACTURER

MH MAN HOLE

MIN. MINIMUM or MINUTE

MIRR MIRROR

MISC. MISCELLANEOUS

MO MASONRY OPENING

MTL. METAL

MULL MULLION

N NORTH

N.I.C. NOT IN CONTRACT

NA NOT APPLICABLE

NAT. NATURAL

NEC. NECESSARY

NO NUMBER

NOM. NOMINAL

NTS NOT TO SCALE

O.C. ON CENTER

O.H. OVERHANG

O/ OVER

OCC. OCCUPANTS

OD OUTSIDE DIAMETER

GEOTECH. GEOTECHNICAL

GI GALVANIZED IRON

GL GLASS

GLB GLULAM BEAM

GR. GROSS

GWB GYPSUM WALL BOARD

GYP GYPSUM

H.M. HOLLOW METAL

HB HOSE BIB

HC HANDICAPPED

HDR HEADER

HORIZ. HORIZONTAL

HR. HOUR

HSS HOLLOW STEEL SECTION

IBC INTERNATIONAL BUILDING CODE

IEBC INTERNATIONAL EXISTING BUILDING

CODE

IECC INTERNATION ENERGY CONSERVATION

CODE

IN INCH

INCL INCLUDED

INFIL. INFILTRATION

INFO INFORMATION

INSUL. INSULATION

INT. INTERIOR

IWA INTERIOR WALL ASSEMBLY

JAN JANITOR

JST JOIST

LAV. LAVATORY

LF LINEAL FOOT

LOC. LOCATION

LSL LAMINATED STRAND LUMBER

F.F. FLOOR FINISH

F.F.L. FINISHED FLOOR LEVEL

F.O. FACE OF

FA FLOOR ASSEMBLY

FABR FABRICATE

FC FLOOR-CEILING

FDC FIRE DEPARTMENT CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFHB FROST FREE HOSE BIB

FG FINISH GRADE

FH FIRE HYDRANT

FIN. FINISHED

FLR FLOOR

FLUOR FLUORESCENT

FND FOUNDATION

FOC FACE OF CONCRETE

FOS FACE OF STUD

FOUND. FOUNDATION

FOW FACE OF WALL

FRP FIBERGLASS REINFORCED PANEL

FSD FIRE SEPARATION DISTANCE

FT FOOT OR FEET

FT. FOOT

FTG FOOTING

G.A. GYPSUM ASSOCIATION

G.C. GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GEN GENERAL

DEMO. DEMOLISH

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DIST. DISTANCE

DL DEAD LOAD

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL.(S) DETAIL OR DETAILS

DWG DRAWING

E EAST

E.J. EXPANSION JOINT

E.W. EXTERIOR WALL

EA. EACH

EIFS EXTERIOR INSULATION FINISH SYSTEM

ELEC. ELECTRICAL

ELEV. ELEVATION

ELEV. ELEVATOR

ENCL. ENCLOSURE

EO ELECTRICAL OUTLET

EP ELECTRICAL PANEL

EQ EQUAL

EQUIP. EQUIPMENT

EXH EXHAUST

EXP EXPANSION

EXT. EXTERIOR

EXTR. EXTRUDED

CAP CAPACITY

CDX EXTERIOR GRADE PLYWOOD

CENT. CENTERED

CF CUBIC FEET

CG CORNER GUARD

CH CHANNEL

CI CUBIC INCHES

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CLR. CLEAR

CMNT CEMENT

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL(S). COLUMNS

COMP. COMPOSITE

CONC. CONCRETE

COND CONDITION

CONF CONFERENCE

CONN CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONT./CONTR. CONTRACTOR

COORD. COORDINATE

CUH CABINET UNIT HEATER

CW COLD WATER

CY CUBIC YARD

DBL DOUBLE

DED. DEDUCTIVE

DEF. DEFINITION

(E) EXISTING

(N) NEW

A.C.T. ACOUSTIC CEILING TILE

A.F.F. ABOVE FINISHED FLOOR

A.I.B. AIR INFILTRATION BARRIER

A/C AIR CONDITIONING

ACOUST ACOUSTICAL

ADD. ADDITIVE

ADJ ADJACENT

ALT. ALTERNATE

ALUM. ALUMINUM

ANOD. ANODIZED

APPROX. APPROXIMATE

ARCH. ARCHITECT

ARM ADMINISTRATIVE RULES OF MONTANA

ASSEMB. ASSEMBLY

AUTO AUTOMATIC

B.O. BOTTOM OF

B.O.W. BOTTOM OF WALL

BARR. BARRIER

BD BOARD

BITUM. BITUMINOUS

BLDG. BUILDING

BRG BEARING

BSBD BASEBOARD

BTWN BETWEEN

BYND. BEYOND

C.C. CENTER TO CENTER

C.L.L. CONTRACT LINE LIMIT

C.T. CERAMIC TILE

CAB CABINET

TYPICAL ARCHITECTURAL ABBREVIATIONS

PLUMBING DRAWINGS

P1.00 FIRST FLOOR PLUMBING DEMOLITION PLAN

P2.00 FIRST FLOOR PLUMBING PLAN

FIRE PROTECTION DRAWINGS

F1.00 FIRE PROTECTION MODIFICATIONS

NO. DATE REVISION DESCRIPTION

CONSTRUCTION

DRAWINGS

BIM FILE PATH:

SHEET NO.:

TITLE:

REVISIONS:

KEYMAP:

HELENA

920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com

ARCHITECT SEAL:

PROJECT:

PROJECT LOCATION:

PREPARED FOR:

LOGO:

CONSULTANT:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

TEAM:

PHASE:

DATE:

PROJECT NUMBER:

BOZEMAN

109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com

FOR CONSTRUCTION

C:\Users\tjr\Documents\R2019\1819 - MANG Building 25-R19_TJReichert.rvt

20 DEC 2021

Author

Checker

MTANG Maintenance Hanger Bldg 25

JKSE 172220

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

Type B-3

NO. DATE REVISION DESCRIPTION

RPA

C001

CIVIL COVER SHEET

ABBREVIATIONS

PROPOSEDEXISTINGDESCRIPTION

LEGEND FOR CIVIL DRAWINGS

DETAIL AND SECTION CALLOUT

CIVIL/SITE GENERAL NOTES

EXISTINGDESCRIPTION PROPOSED

CIVIL SHEET INDEX

C001 CIVIL COVER SHEET

C100 SITE DEMOLITION PLAN

C101 CIVIL SITE PLAN

C201 SITE GRADING PLAN

C301 ASPHALT PAVEMENT PLAN

C302 STORM WATER IMPROVEMENTS PLAN

C303 LANDSCAPE PLAN

C401 CONCRETE PAVEMENT JOINTING PLAN

C402 CONCRETE PAVEMENT DETAILS

C501 CIVIL DETAILS

C502 CIVIL DETAILS

AutoCAD SHX Text

1. GENERAL NOTES, ABBREVIATIONS, AND LEGEND FOR SHEETS INVOLVING CIVIL WORK ARE SHOWN ON THIS SHEET. THIS IS A STANDARD LEGEND SHEET, GENERAL NOTES, ABBREVIATIONS, AND LEGEND FOR SHEETS INVOLVING CIVIL WORK ARE SHOWN ON THIS SHEET. THIS IS A STANDARD LEGEND SHEET, THEREFORE SOME SYMBOLS AND ABBREVIATIONS MAY NOT APPEAR ON THIS SHEET AND SOME MAY NOT BE UTILIZED ON THIS PROJECT. CONTACT THE ENGINEER FOR ABBREVIATIONS AND SYMBOLS NOT LISTED. 2. UNLESS SPECIFICALLY SHOWN ON THESE DRAWINGS, ALL WORK WILL CONFORM TO MPWSS, LATEST EDITION AND MANG STANDARDS. IN CASE OF DISCREPANCIES UNLESS SPECIFICALLY SHOWN ON THESE DRAWINGS, ALL WORK WILL CONFORM TO MPWSS, LATEST EDITION AND MANG STANDARDS. IN CASE OF DISCREPANCIES BETWEEN THESE DOCUMENTS COMPLY WITH MANG STANDARDS. 3. WITH 48 HOURS NOTICE, BASE LINE POINTS OR OTHER CRITICAL HORIZONTAL CONTROL MAY BE OBTAINED FROM THE ENGINEER IN A NORTHING AND EASTING WITH 48 HOURS NOTICE, BASE LINE POINTS OR OTHER CRITICAL HORIZONTAL CONTROL MAY BE OBTAINED FROM THE ENGINEER IN A NORTHING AND EASTING FORMAT CORRESPONDING WITH CONTROL POINTS. AUTOCAD BASE MAP WILL BE PROVIDED TO CONTRACTOR TO ASSIST IN LOCATING PERTINENT POINTS FOR CONSTRUCTION. 4. EXISTING UNDERGROUND INSTALLATIONS AND PRIVATE UTILITIES SHOWN ARE FROM THE BEST INFORMATION AVAILABLE. ACCURACY OF SUCH INFORMATION IS EXISTING UNDERGROUND INSTALLATIONS AND PRIVATE UTILITIES SHOWN ARE FROM THE BEST INFORMATION AVAILABLE. ACCURACY OF SUCH INFORMATION IS NOT GUARANTEED AND SHALL BE VERIFIED BY THE CONTRACTOR. SERVICE LINES (IRRIGATION, DATA, WATER, POWER, COMMUNICATIONS, GAS, STEAM, AND SEWER) MAY NOT BE STRAIGHT (DEPTH NOT EVEN) OR AS INDICATED ON THE PLANS. THE CONTRACTOR SHALL NOTIFY EACH UTILITY COMPANY BEFORE EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY LOCATES. 5. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS WELL IN ADVANCE OF MAKING THE CONNECTION. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS WELL IN ADVANCE OF MAKING THE CONNECTION. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS REQUIRED FOR THEIR CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS REQUIRED FOR THEIR CONSTRUCTION ACTIVITIES. 7. STORM DRAIN, SANITARY SEWER, AND WATER LINES SHALL BE SLOPED AT A UNIFORM GRADE BETWEEN ELEVATIONS SHOWN. STORM DRAIN, SANITARY SEWER, AND WATER LINES SHALL BE SLOPED AT A UNIFORM GRADE BETWEEN ELEVATIONS SHOWN. 8. FIRE DEPARTMENT ACCESS MUST BE PROVIDED TO ALL BUILDINGS DURING CONSTRUCTION. FIRE DEPARTMENT ACCESS MUST BE PROVIDED TO ALL BUILDINGS DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS, COUPLINGS, AND SPOOL PIECES FOR CONNECTING NEW UTILITIES TO EXISTING UTILITIES. THESE THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS, COUPLINGS, AND SPOOL PIECES FOR CONNECTING NEW UTILITIES TO EXISTING UTILITIES. THESE PLANS MAY NOT SHOW ALL REQUIRED COMPONENTS FOR MAKING THE CONNECTIONS. 10. ALL ASPHALT TO BE REMOVED SHALL BE CUT ALONG A NEAT STRAIGHT LINE. CONTRACTOR SHALL APPLY EMULSIFIED ASPHALT, TACK COAT (SS-1) OR ALL ASPHALT TO BE REMOVED SHALL BE CUT ALONG A NEAT STRAIGHT LINE. CONTRACTOR SHALL APPLY EMULSIFIED ASPHALT, TACK COAT (SS-1) OR APPROVED EQUAL TO CUT EDGE PRIOR TO PLACEMENT OF NEW ASPHALT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROTECT THE CUT EDGE DURING CONSTRUCTION. IF THE CUT EDGE IS IN ANY WAY DAMAGED PRIOR TO PLACING NEW ADJACENT ASPHALT, THE CONTRACTOR SHALL RECUT THE EDGE, IN A MANNER SATISFACTORY TO THE ENGINEER, AND SHALL PLACE ADDITIONAL ASPHALT AT CONTRACTORS EXPENSE.

AutoCAD SHX Text

VOICE COMMUNICATIONS

AutoCAD SHX Text

SEWER FORCE MAIN

AutoCAD SHX Text

WATER SERVICE

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SANITARY SEWER SERVICE

AutoCAD SHX Text W

AutoCAD SHX Text

WELL

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YARD HYDRANT

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FIRE HYDRANT

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TELEPHONE BOX

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TELEPHONE PEDESTAL

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

ELECTRICAL SERVICE METER

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

SANITARY SEWER MANHOLE

AutoCAD SHX Text

STREET LIGHT

AutoCAD SHX Text

VALVES

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

IRRIGATION

AutoCAD SHX Text

WATER

AutoCAD SHX Text

GAS

AutoCAD SHX Text

UNDERGROUND ELECTRICAL

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

FIBER OPTICS

AutoCAD SHX Text

CABLE TELEVISION

AutoCAD SHX Text W

AutoCAD SHX Text

DETAIL NUMBER

AutoCAD SHX Text

DWG NO. WHERE SHOWN

AutoCAD SHX Text

ON DWG WHERE SECTION OR DETAIL IS SHOWN:

AutoCAD SHX Text

DWG NO. WHERE TAKEN

AutoCAD SHX Text

ON DWG WHERE SECTION OR DETAIL IS TAKEN:

AutoCAD SHX Text

SECTION LETTER

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

CXXX

AutoCAD SHX Text

ENLARGED FOR CLARITY

AutoCAD SHX Text

SECTION OR DETAIL SHOWN MULTIPLE PLACES

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text

AFF

AutoCAD SHX Text

ANC

AutoCAD SHX Text

ANSI

AutoCAD SHX Text

APPROX

AutoCAD SHX Text

AWWA

AutoCAD SHX Text

AMERICAN WATER WORKS ASSOCIATION

AutoCAD SHX Text

APPROXIMATELY

AutoCAD SHX Text

AMERICAN NATIONAL STANDARDS

AutoCAD SHX Text

ANCHOR

AutoCAD SHX Text

ALUMINUM

AutoCAD SHX Text

ABOVE FINISHED FLOOR

AutoCAD SHX Text

ASBESTOS CEMENT

AutoCAD SHX Text

ANCHOR BOLT, AGGREGATE BASE,

AutoCAD SHX Text

BFF

AutoCAD SHX Text

BFV

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

BOC

AutoCAD SHX Text

BVC

AutoCAD SHX Text

FAB

AutoCAD SHX Text

FCA

AutoCAD SHX Text

BLIND FLANGE, BUTTERFLY

AutoCAD SHX Text

BELOW FINISH FLOOR

AutoCAD SHX Text

BUTTERFLY VALVE

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BENCH MARK

AutoCAD SHX Text

BACK OF CURB

AutoCAD SHX Text

BALL VALVE

AutoCAD SHX Text

BEGIN VERTICAL CURVE

AutoCAD SHX Text C

AutoCAD SHX Text

CIP

AutoCAD SHX Text

CIPP

AutoCAD SHX Text

C , CL

AutoCAD SHX Text

CLR

AutoCAD SHX Text

CMP

AutoCAD SHX Text

CPE

AutoCAD SHX Text

CPLG

AutoCAD SHX Text

CPVC

AutoCAD SHX Text

CSP

AutoCAD SHX Text

DEPT

AutoCAD SHX Text

DUCTILE IRON, DRAIN INLET

AutoCAD SHX Text

DIA

AutoCAD SHX Text

DIMJ

AutoCAD SHX Text

DIP

AutoCAD SHX Text

DWG

AutoCAD SHX Text

EFF

AutoCAD SHX Text

ELEV

AutoCAD SHX Text

EOP

AutoCAD SHX Text

EVC

AutoCAD SHX Text

EXT

AutoCAD SHX Text

E,EXST,EXIST

AutoCAD SHX Text

CUBIC YARDS

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

CORRUGATED STEEL PIPE

AutoCAD SHX Text

CHLORINATED POLYVINYL CHLORIDE

AutoCAD SHX Text

COUPLING

AutoCAD SHX Text

CORRUGATED POLYETHYLENE PIPE

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

CLEANOUT

AutoCAD SHX Text

CORRUGATED METAL PIPE

AutoCAD SHX Text

CLEAR

AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text

CURED-IN-PLACE PIPE

AutoCAD SHX Text

CAST IRON PIPE, CAST-IN-PLACE

AutoCAD SHX Text

CAST IRON, CURB INLET

AutoCAD SHX Text

CHANNEL, CENTER

AutoCAD SHX Text

DRILL HOLE (SOIL BORING)

AutoCAD SHX Text

DEPARTMENT

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

DRAIN, DIMENSION RATIO

AutoCAD SHX Text

DUCTILE IRON PIPE

AutoCAD SHX Text

DUCTILE IRON MECHANICAL JOINT

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EXTERIOR

AutoCAD SHX Text

EACH WAY

AutoCAD SHX Text

END VERTICAL CURVE

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

EFFLUENT

AutoCAD SHX Text

EACH

AutoCAD SHX Text

FLANGED COUPLING ADAPTER

AutoCAD SHX Text

FLEXIBLE COUPLING

AutoCAD SHX Text

FABRICATION

AutoCAD SHX Text

FDN

AutoCAD SHX Text

FETS

AutoCAD SHX Text

FOC

AutoCAD SHX Text

FPT

AutoCAD SHX Text

FTG

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

GALV

AutoCAD SHX Text

GPM

AutoCAD SHX Text

GSP

AutoCAD SHX Text

HDR

AutoCAD SHX Text

HDPE

AutoCAD SHX Text

HGT

AutoCAD SHX Text

HYD

AutoCAD SHX Text

IBC

AutoCAD SHX Text

INFL

AutoCAD SHX Text

INT

AutoCAD SHX Text

INV

AutoCAD SHX Text

LB(S)

AutoCAD SHX Text

MAX

AutoCAD SHX Text

MDT

AutoCAD SHX Text

MECH

AutoCAD SHX Text

MFR

AutoCAD SHX Text

MIN

AutoCAD SHX Text

MPWSS

AutoCAD SHX Text

SPECIFICATIONS

AutoCAD SHX Text N

AutoCAD SHX Text N.I.C.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

NPT

AutoCAD SHX Text

NTS

AutoCAD SHX Text

OAL

AutoCAD SHX Text

OHPWR

AutoCAD SHX Text

OVERHEAD POWER

AutoCAD SHX Text

OUTSIDE FACE, OVERFLOW

AutoCAD SHX Text

OUTSIDE DIAMETER

AutoCAD SHX Text

ON CENTER

AutoCAD SHX Text

OVERALL LENGTH

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NATIONAL PIPE THREAD

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

NOT IN CONTRACT

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

MONTANA PUBLIC WORKS STANDARD

AutoCAD SHX Text

MECHANICAL JOINT

AutoCAD SHX Text

MINIMUM, MINUTE

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

MANUFACTURER

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

MONTANA DEPT. OF TRANSPORTATION

AutoCAD SHX Text

MECHANICAL COUPLING

AutoCAD SHX Text

MAXIMUM

AutoCAD SHX Text

LEFT

AutoCAD SHX Text

LINEAL FOOT, LINEAR FEET

AutoCAD SHX Text

POUND(S)

AutoCAD SHX Text

INVERT

AutoCAD SHX Text

INTERIOR, INTERSECTION

AutoCAD SHX Text

INFLUENT

AutoCAD SHX Text

INCH

AutoCAD SHX Text

INSIDE DIAMETER

AutoCAD SHX Text

INTERNATIONAL BUILDING CODE

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text

HIGH DENSITY POLYETHYLENE PIPE

AutoCAD SHX Text

HEADER

AutoCAD SHX Text

HEAVY DUTY; HOT-DIPPED

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

GALVANIZED STEEL PIPE

AutoCAD SHX Text

GALLONS PER MINUTE

AutoCAD SHX Text

GALVANIZED

AutoCAD SHX Text

GAUGE

AutoCAD SHX Text

GAS

AutoCAD SHX Text

FOOT, FEET

AutoCAD SHX Text

FOOTING

AutoCAD SHX Text

FEMALE PIPE THREAD

AutoCAD SHX Text

FACE OF CURB, FACE OF CONCRETE

AutoCAD SHX Text

FLOOR, FLANGE, FLOW LINE

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

FINISHED FLOOR

AutoCAD SHX Text

FLARED END TERMINAL SECTION

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text

INSTITUTE

AutoCAD SHX Text

PROP

AutoCAD SHX Text

PSI

AutoCAD SHX Text

PVC

AutoCAD SHX Text

PVI

AutoCAD SHX Text R

AutoCAD SHX Text

RCB

AutoCAD SHX Text

RCP

AutoCAD SHX Text

ROW

AutoCAD SHX Text

AutoCAD SHX Text R/W

AutoCAD SHX Text S

AutoCAD SHX Text

SCH

AutoCAD SHX Text

SDI

AutoCAD SHX Text

SDR

AutoCAD SHX Text

SECT

AutoCAD SHX Text

SF/SQFT

AutoCAD SHX Text

STA

AutoCAD SHX Text

STD

AutoCAD SHX Text

STL

AutoCAD SHX Text T

AutoCAD SHX Text

TBC

AutoCAD SHX Text

TBM

AutoCAD SHX Text

TEMP

AutoCAD SHX Text

TOW

AutoCAD SHX Text

TYP

AutoCAD SHX Text

UGP

AutoCAD SHX Text

UPC

AutoCAD SHX Text V

AutoCAD SHX Text

VERT

AutoCAD SHX Text

VLV

AutoCAD SHX Text W

AutoCAD SHX Text W/

AutoCAD SHX Text W/O

AutoCAD SHX Text

WWF

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

USED AS A VARIABLE

AutoCAD SHX Text

YARD

AutoCAD SHX Text

WELDED WIRE FABRIC

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

WATER SURFACE, WATER STOP

AutoCAD SHX Text

WITHOUT

AutoCAD SHX Text

WITH

AutoCAD SHX Text

WATER, WEST

AutoCAD SHX Text

VALVE

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

VENT, VOLT, VALVE

AutoCAD SHX Text

UNIFORM PLUMBING CODE

AutoCAD SHX Text

UNDERGROUND POWER

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

CABLE TELEVISION

AutoCAD SHX Text

TEST PIT

AutoCAD SHX Text

TOP OF WALL

AutoCAD SHX Text

TEMPERATURE, TEMPORARY

AutoCAD SHX Text

TEMPORARY BENCH MARK

AutoCAD SHX Text

TOP BACK OF CURB

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

STEEL, STEEL PIPE

AutoCAD SHX Text

STANDARD

AutoCAD SHX Text

STATION

AutoCAD SHX Text

SANITARY SEWER, STAINLESS STEEL

AutoCAD SHX Text

SQUARE FOOT/FEET

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

STANDARD DIMENSION RATIO

AutoCAD SHX Text

STORM DRAIN INLET

AutoCAD SHX Text

STORM DRAIN

AutoCAD SHX Text

SCHEDULE

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

RIGHT-OF-WAY

AutoCAD SHX Text

RIGHT-OF-WAY, RACEWAY

AutoCAD SHX Text

RIGHT

AutoCAD SHX Text

RAILROAD

AutoCAD SHX Text

RIGHT-OF-WAY

AutoCAD SHX Text

REINFORCED CONCRETE PIPE

AutoCAD SHX Text

REINFORCED CONCRETE BOX

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text

POINT OF VERTICAL INTERSECTION

AutoCAD SHX Text

POLYVINYL CHLORIDE PLASTIC

AutoCAD SHX Text

POINT OF TANGENCY

AutoCAD SHX Text

POUNDS PER SQUARE INCH

AutoCAD SHX Text

PROPERTY, PROPOSED

AutoCAD SHX Text

POINT OF INTERSECTION

AutoCAD SHX Text

PROPERTY LINE, PLATE

AutoCAD SHX Text

PLAIN END

AutoCAD SHX Text

POINT OF CURVATURE

AutoCAD SHX Text

OVERHEAD POWER

AutoCAD SHX Text

FLOOR DRAIN

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

BARBWIRE FENCE

AutoCAD SHX Text

AutoCAD SHX Text N/A

AutoCAD SHX Text

CONSTRUCTION LIMITS

AutoCAD SHX Text

STORM DRAIN INLETS

AutoCAD SHX Text

SEWER CLEANOUT

AutoCAD SHX Text

CENTER LINE

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

PROPERTY PINS

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

WOOD FENCE

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

STORM WATER DRAINAGE

AutoCAD SHX Text

DRAINAGE DITCH

AutoCAD SHX Text

TREES & SHRUBS

AutoCAD SHX Text

SAME

AutoCAD SHX Text

SAME

AutoCAD SHX Text

SEE LANDSCAPING PLANS

AutoCAD SHX Text

SAME

AutoCAD SHX Text

ELECTRICAL VAULT

AutoCAD SHX Text

SAME

AutoCAD SHX Text

SAME

AutoCAD SHX Text

SAME

AutoCAD SHX Text

ELECTRICAL MANHOLE

AutoCAD SHX Text

STORM MANHOLE

AutoCAD SHX Text

TELEPHONE MANHOLE

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

ELECT

AutoCAD SHX Text

ROBERT PECCIA & ASSOCIATES

AutoCAD SHX Text

RED PLASTIC CAP

AutoCAD SHX Text

RPC

AutoCAD SHX Text

RPA

AutoCAD SHX Text

PWR

AutoCAD SHX Text

UNDERGROUND POWER

AutoCAD SHX Text

POV

AutoCAD SHX Text

PRIVATELY OWNED VEHICLE

AutoCAD SHX Text

MEP

AutoCAD SHX Text

MILITARY EQUIPMENT PARKING

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text

FORCE MAIN

AutoCAD SHX Text

VOICE/COMMUNICATIONS

AutoCAD SHX Text P

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

FIRE SERVICE

AutoCAD SHX Text

MANG

AutoCAD SHX Text

MONTANA AIR NATIONAL GUARD

AutoCAD SHX Text

PWR

AutoCAD SHX Text G

AutoCAD SHX Text W

AutoCAD SHX Text

OHPWR

TITLE:

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920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com

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DRAWN BY:

CHECKED BY:

TEAM:

PHASE:

DATE:

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BOZEMAN

109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com

FOR CONSTRUCTION

C:\Users\tjr\Documents\R2019\1819 - MANG Building 25-R19_TJReichert.rvt

20 DEC 2021

Author

Checker

MTANG Maintenance Hanger Bldg 25

JKSE 172220

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

Type B-3

NO. DATE REVISION DESCRIPTION

RPA

C100

DEMOLITION

SITE PLAN

SITE DEMOLITION PLAN

NOTES:

ABI 0001

AutoCAD SHX Text

BUILDING 80

AutoCAD SHX Text

BUILDING 25

AutoCAD SHX Text

BUILDING 321

AutoCAD SHX Text

BUILDING 404

AutoCAD SHX Text

(SCALE IN FEET)

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE: 1"=20'-0"

AutoCAD SHX Text

EXISTING CONCRETE TO REMAIN

AutoCAD SHX Text

1. PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES, PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES, VAULTS, MANHOLES, STRUCTURES, BOLLARDS, ETC.

1246779410N Text Box

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PROJECT NUMBER:

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DATE:

PROJECT NUMBER:

BOZEMAN

109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com

FOR CONSTRUCTION

C:\Users\tjr\Documents\R2019\1819 - MANG Building 25-R19_TJReichert.rvt

20 DEC 2021

Author

Checker

MTANG Maintenance Hanger Bldg 25

JKSE 172220

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

Type B-3

NO. DATE REVISION DESCRIPTION

RPA

C101

CIVIL SITE PLAN

NOTES:

ABI 0001

ABI 0001 ABI 0001

ABI 0001

AutoCAD SHX Text

BUILDING 80

AutoCAD SHX Text

BUILDING 25

AutoCAD SHX Text

BUILDING 321

AutoCAD SHX Text

BUILDING 404

AutoCAD SHX Text

(SCALE IN FEET)

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE: 1"=20'-0"

AutoCAD SHX Text

CONCRETE PAVEMENT JOINTING PLAN

AutoCAD SHX Text

AutoCAD SHX Text C401

AutoCAD SHX Text

SITE GRADING PLAN

AutoCAD SHX Text

AutoCAD SHX Text C201

AutoCAD SHX Text

STORM WATER IMPROVEMENTS PLAN

AutoCAD SHX Text

AutoCAD SHX Text C302

AutoCAD SHX Text

LANDSCAPE PLAN

AutoCAD SHX Text

AutoCAD SHX Text C303

AutoCAD SHX Text

ASPHALT PAVEMENT PLAN

AutoCAD SHX Text

AutoCAD SHX Text C301

AutoCAD SHX Text

6" WIDE WHITE STRIPE, CENTERED ON HANGAR DOOR OPENING. SEE SPEC SECTION P-620.

TITLE:

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920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com

ARCHITECT SEAL:

PROJECT:

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PREPARED FOR:

LOGO:

CONSULTANT:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

TEAM:

PHASE:

DATE:

PROJECT NUMBER:

BOZEMAN

109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com

FOR CONSTRUCTION

C:\Users\tjr\Documents\R2019\1819 - MANG Building 25-R19_TJReichert.rvt

20 DEC 2021

Author

Checker

MTANG Maintenance Hanger Bldg 25

JKSE 172220

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

Type B-3

NO. DATE REVISION DESCRIPTION

RPA

C201

SITE GRADING PLAN

NOTE: ALL WORK ON THIS PAGE IS PART OF ABI 0001

AutoCAD SHX Text

BUILDING 80

AutoCAD SHX Text

BUILDING 25 FF=3679.57

AutoCAD SHX Text

(SCALE IN FEET)

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text C101

AutoCAD SHX Text

SCALE: 1"=10'-0"

AutoCAD SHX Text

MATCH ELEVATION OF EXISTING CONCRETE ALONG BUILDING (APPROXIMATELY 3679.57)

AutoCAD SHX Text

MATCH ELEVATION OF EXISTING CONCRETE

AutoCAD SHX Text

MATCH ELEVATION OF EXISTING CONCRETE ALONG THIS EDGE (APPROXIMATELY 3679.15')

AutoCAD SHX Text

MATCH EXISTING ASPHALT

AutoCAD SHX Text

MATCH EXISTING CONCRETE

AutoCAD SHX Text

MATCH EXISTING ASPHALT

AutoCAD SHX Text

EXISTING STORM DRAIN MANHOLE RIM ELEV=3678.65

AutoCAD SHX Text

GRADE TO DRAIN TO EXISTING STORM DRAIN MANHOLE

AutoCAD SHX Text 79.52

AutoCAD SHX Text 79.41

AutoCAD SHX Text 79.10

AutoCAD SHX Text 78.73

AutoCAD SHX Text 79.02

AutoCAD SHX Text 79.16

AutoCAD SHX Text 79.42

AutoCAD SHX Text 79.30

AutoCAD SHX Text 79.14

AutoCAD SHX Text 79.33

AutoCAD SHX Text 79.13

AutoCAD SHX Text 78.80

AutoCAD SHX Text 79.10

AutoCAD SHX Text 79.35

AutoCAD SHX Text 79.24

AutoCAD SHX Text 79.22

AutoCAD SHX Text 79.14

AutoCAD SHX Text 79.30

AutoCAD SHX Text 79.55

78.93

TITLE:

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KEYMAP:

HELENA

920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com

ARCHITECT SEAL:

PROJECT:

PROJECT LOCATION:

PREPARED FOR:

LOGO:

CONSULTANT:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

TEAM:

PHASE:

DATE:

PROJECT NUMBER:

BOZEMAN

109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com

FOR CONSTRUCTION

C:\Users\tjr\Documents\R2019\1819 - MANG Building 25-R19_TJReichert.rvt

20 DEC 2021

Author

Checker

MTANG Maintenance Hanger Bldg 25

JKSE 172220

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

Type B-3

NO. DATE REVISION DESCRIPTION

RPA

C301

ASPHALT

PAVEMENT PLAN

ASPHALT PAVEMENT PLAN

NOTE: ALL WORK ON THIS PAGE IS PART OF ABI 0001

AutoCAD SHX Text

BUILDING 80

AutoCAD SHX Text

BUILDING 25

AutoCAD SHX Text

BUILDING 321

AutoCAD SHX Text

BUILDING 404

AutoCAD SHX Text

(SCALE IN FEET)

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text C101

AutoCAD SHX Text

SCALE: 1"=20'-0"

AutoCAD SHX Text

STANDARD PAVEMENT SECTION

AutoCAD SHX Text

AutoCAD SHX Text C501

AutoCAD SHX Text

HEAVY DUTY PAVEMENT SECTION

AutoCAD SHX Text

AutoCAD SHX Text C501

AutoCAD SHX Text

PATCH BACK (WITH STANDARD PAVEMENT SECTION) ALONG FACE OF GUTTER, IF NECESSARY.

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920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com

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LOGO:

CONSULTANT:

PROJECT NUMBER:

DRAWN BY:

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PHASE:

DATE:

PROJECT NUMBER:

BOZEMAN

109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com

FOR CONSTRUCTION

C:\Users\tjr\Documents\R2019\1819 - MANG Building 25-R19_TJReichert.rvt

20 DEC 2021

Author

Checker

MTANG Maintenance Hanger Bldg 25

JKSE 172220

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

Type B-3

NO. DATE REVISION DESCRIPTION

RPA

C302

STORM WATER

IMPROVEMENTS

PLAN

STORM WATER IMPROVEMENTS PLAN

DOWNSPOUT DRAIN DETAIL

NOTES:

NOTE: ALL WORK ON THIS PAGE IS PART OF ABI 0001

AutoCAD SHX Text

BUILDING 80

AutoCAD SHX Text

BUILDING 25

AutoCAD SHX Text

BUILDING 321

AutoCAD SHX Text

BUILDING 404

AutoCAD SHX Text

(SCALE IN FEET)

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text C101

AutoCAD SHX Text

SCALE: 1"=20'-0"

AutoCAD SHX Text

PIPE BEDDING AND BACKFILL (TYP)

AutoCAD SHX Text

AutoCAD SHX Text C501

AutoCAD SHX Text

ADJUST EXISTING STORM DRAIN GRATE TO NEW RIM ELEVATION = 3679.3.

AutoCAD SHX Text

NEW 6" BURIED PVC PIPING TO CONNECT EXISTING DOWNSPOUTS TO STORM DRAIN MANHOLE

AutoCAD SHX Text

INVERT ELEV AT MANHOLE = 3675.0' (TYP BOTH NEW PIPES)

AutoCAD SHX Text

EXISTING STORM DRAIN MANHOLE RIM ELEV = 3678.65' INV ELEV (12" PIPE) = 3674.45'

AutoCAD SHX Text

AutoCAD SHX Text C302

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

EXISTING BUILDING DOWNSPOUT

AutoCAD SHX Text

LOCATE DRAIN TO ACCOMMODATE DOWNSPOUT LOCATION

AutoCAD SHX Text

FINISHED PAVEMENT SURFACE

AutoCAD SHX Text 6"x8" SDR 35 PVC CONCENTRIC REDUCER (GASKET X SPIGOT)

AutoCAD SHX Text

6" SDR 35 PVC 90° BEND

AutoCAD SHX Text

INV ELEV = 3676.0

AutoCAD SHX Text

6" SDR 35 PVC PIPE TO MANHOLE

AutoCAD SHX Text

DOWNSPOUT DRAIN DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C302

AutoCAD SHX Text

FIBERGLASS GRATE

AutoCAD SHX Text CUT A CIRCULAR PIECE OF MOLDED, SQUARE GRID FIBERGLASS GRATING TO FIT INSIDE REDUCER. USE McNICHOLS ITEM# F241111W31, OR SINILAR. SIZE GRATE TO LEAVE " 14" GAP BETWEEN GRATE AND REDUCER, TO PERMIT EASY INSERTION/REMOVAL OF GRATE.

AutoCAD SHX Text

TITLE:

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PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

TEAM:

PHASE:

DATE:

PROJECT NUMBER:

BOZEMAN

109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com

FOR CONSTRUCTION

C:\Users\tjr\Documents\R2019\1819 - MANG Building 25-R19_TJReichert.rvt

20 DEC 2021

Author

Checker

MTANG Maintenance Hanger Bldg 25

JKSE 172220

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

Type B-3

NO. DATE REVISION DESCRIPTION

RPA

C303

LANDSCAPE PLAN

NOTES:

NOTE: ALL WORK ON THIS PAGE IS PART OF ABI 0001

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BUILDING 80

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BUILDING 25

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BUILDING 321

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BUILDING 404

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(SCALE IN FEET)

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AutoCAD SHX Text C101

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SCALE: 1"=20'-0"

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SITE GRADING PLAN

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AutoCAD SHX Text C201

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CONCRETE CURB & GUTTER (SPILL TYPE)

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AutoCAD SHX Text C501

AutoCAD SHX Text RADIUS SHOWN IS TO BACK OF CURB. ALL NEW SIDEWALKS TO BE CENTERED ON EXISTING DOORS.

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RADIUS=5'-0" (TYP)

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CONCRETE SIDEWALK (TYP)

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AutoCAD SHX Text C502

TITLE:

REVISIONS:

KEYMAP:

HELENA

920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com

ARCHITECT SEAL:

PROJECT:

PROJECT LOCATION:

PREPARED FOR:

LOGO:

CONSULTANT:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

TEAM:

PHASE:

DATE:

PROJECT NUMBER:

BOZEMAN

109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com

FOR CONSTRUCTION

C:\Users\tjr\Documents\R2019\1819 - MANG Building 25-R19_TJReichert.rvt

20 DEC 2021

Author

Checker

MTANG Maintenance Hanger Bldg 25

JKSE 172220

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

Type B-3

NO. DATE REVISION DESCRIPTION

RPA

C401

CONCRETE

PAVEMENT

JOINTING PLAN

CONCRETE PAVEMENT JOINTING PLAN

NOTES:

DOWEL POSITION AT INTERSECTING JOINTS

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BUILDING 80

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BUILDING 25

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(SCALE IN FEET)

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AutoCAD SHX Text N

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AutoCAD SHX Text C101

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SCALE: 1"=10'-0"

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~ EXISTING CONCRETE APRON ~ EXISTING CONCRETE APRON ~

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~ EXISTING CONCRETE ~ EXISTING CONCRETE ~

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REMOVE, REGRADE, AND REPLACE (2) EXISTING PANELS

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1. FOR JOINT TYPES B, C, D, E(D), AND E(U), SEE CORRESPONDING DETAILS ON SHEET C402. FOR JOINT TYPES B, C, D, E(D), AND E(U), SEE CORRESPONDING DETAILS ON SHEET C402. 2. PANELS IDENTIFIED WITH A "P" HAVE SURFACE PENETRATIONS AND MUST BE CONTINUOUSLY REINFORCED PANELS IDENTIFIED WITH A "P" HAVE SURFACE PENETRATIONS AND MUST BE CONTINUOUSLY REINFORCED FOR FULL WIDTH AND LENGTH OF THE PANEL. REINFORCE WITH #3 REBAR, 18" O.C. EACH WAY. TOP OF THE REBAR TO BE LOCATED 3 " BELOW PAVEMENT SURFACE. 12" BELOW PAVEMENT SURFACE. 3. PANELS IDENTIFIED WITH AN "R" ARE CONSIDERED ODD-SHAPED PANELS AND MUST BE CONTINUOUSLY PANELS IDENTIFIED WITH AN "R" ARE CONSIDERED ODD-SHAPED PANELS AND MUST BE CONTINUOUSLY REINFORCED FOR FULL WIDTH AND LENGTH OF THE PANEL. REINFORCE WITH #3 REBAR, 18" O.C. EACH WAY. TOP OF THE REBAR TO BE LOCATED 3 " BELOW PAVEMENT SURFACE. 12" BELOW PAVEMENT SURFACE. 4. SEE SHEET C201 FOR FINISHED SURFACE ELEVATIONS.SEE SHEET C201 FOR FINISHED SURFACE ELEVATIONS.

AutoCAD SHX Text 18"

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TRANSVERSE CONTRACTION JOINT

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LONGITUDINAL CONTRACTION OR CONSTRUCTION JOINT

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MATCH EXISTING JOINT LOCATIONS ALONG THIS EDGE

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RIGID PAVEMENT SECTION

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C402

TITLE:

REVISIONS:

KEYMAP:

HELENA

920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com

ARCHITECT SEAL:

PROJECT:

PROJECT LOCATION:

PREPARED FOR:

LOGO:

CONSULTANT:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

TEAM:

PHASE:

DATE:

PROJECT NUMBER:

BOZEMAN

109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com

FOR CONSTRUCTION

C:\Users\tjr\Documents\R2019\1819 - MANG Building 25-R19_TJReichert.rvt

20 DEC 2021

Author

Checker

MTANG Maintenance Hanger Bldg 25

JKSE 172220

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

Type B-3

NO. DATE REVISION DESCRIPTION

RPA

C402

CONCRETE

PAVEMENT DETAILS

NOTES:

DOWELED JOINT:

EXPANSION JOINT

CONTRACTION JOINT CONSTRUCTION JOINT

EXPANSION JOINT

DOWELED (D)

UNDOWELED (U)

RIGID PAVEMENT SECTION

THICKENED EDGE AT FLEXIBLE PAVEMENT THICKENED EDGE AT EXISTING CONCRETE

DOWELED CONSTRUCTION JOINT CONTRACTION JOINT

JOINT SEALANT

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10" PORTLAND CEMENT CONCRETE-650 PSI (SECTION 32 13 14.13)

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24.6" BASE COURSE (SECTION 32 11 20)

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SUBGRADE PREPARATION (SECTION 31 00 00)

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GEOTEXTILE SEPARATION FABRIC (SECTION 31 05 19)

AutoCAD SHX Text 1.25T

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JOINT SEALANT (EXPANSION JOINT)

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1. GROOVE MAY BE FORMED OR SAWED. GROOVE MAY BE FORMED OR SAWED. 2. TOP OF SEALANT SHALL BE " TO " BELOW TOP OF PAVEMENT. IN AREAS TO BE GROOVED, THE JOINT TOP OF SEALANT SHALL BE " TO " BELOW TOP OF PAVEMENT. IN AREAS TO BE GROOVED, THE JOINT 14" TO " BELOW TOP OF PAVEMENT. IN AREAS TO BE GROOVED, THE JOINT 116" BELOW TOP OF PAVEMENT. IN AREAS TO BE GROOVED, THE JOINT SEAL SHALL BE RECESSED BELOW THE DEPTH OF THE GROOVES.

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JOINT SEALANT

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EXISTING CONCRETE PAVEMENT OR STRUCTURE

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JOINT SEALANT

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PAINT AND OIL ONE END OF DOWEL

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JOINT SEALANT (EXPANSION JOINT)

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1. ALL DOWELS SHALL BE 1" DIA. x 16" LONG, SPACED 12" O.C. ALL DOWELS SHALL BE 1" DIA. x 16" LONG, SPACED 12" O.C. 2. EITHER ONE PIECE OR THREADED SPLIT-TYPE DOWEL MAY BE EITHER ONE PIECE OR THREADED SPLIT-TYPE DOWEL MAY BE USED.

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1. ALL DOWELS SHALL BE 1" DIA. x 16" LONG, SPACED 12" O.C. ALL DOWELS SHALL BE 1" DIA. x 16" LONG, SPACED 12" O.C. 2. EITHER ONE PIECE OR THREADED SPLIT-TYPE DOWEL MAY BE USED.EITHER ONE PIECE OR THREADED SPLIT-TYPE DOWEL MAY BE USED.

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ASPHALT SURFACE

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PCC SURFACE

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INITIAL SAW CUT ( ")18")

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POURED JOINT SEALER

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BACKER ROD

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BUTT JOINT

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JOINT FILLER

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PCC SURFACE

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PCC SURFACE

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PCC SURFACE

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12" MIN.

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12" MIN.

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12" MIN.

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12" MIN.

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12" MIN.

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12" MIN.

AutoCAD SHX Text 14" x " RADIUS OR BEVEL14" RADIUS OR BEVEL

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NON-EXTRUDED PREMOLDED COMPRESSIBLE MATERIAL

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EXISTING

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NEW

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JOINT SEALANT

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INDUCED CRACK

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SCALE: NONE

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AutoCAD SHX Text C401

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SCALE: NONE

AutoCAD SHX Text F

AutoCAD SHX Text C402

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RIGID PAVEMENT SECTION

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AutoCAD SHX Text C402

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HEAVY DUTY PAVEMENT SECTION

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AutoCAD SHX Text C501

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AutoCAD SHX Text C401

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SCALE: NONE

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AutoCAD SHX Text C402

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SCALE: NONE

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SCALE: NONE

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SCALE: NONE

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RIGID PAVEMENT SECTION

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POURED JOINT SEALER

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BACKER ROD

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POURED JOINT SEALER

BACKER ROD

TITLE:

REVISIONS:

KEYMAP:

HELENA

920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com

ARCHITECT SEAL:

PROJECT:

PROJECT LOCATION:

PREPARED FOR:

LOGO:

CONSULTANT:

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

TEAM:

PHASE:

DATE:

PROJECT NUMBER:

BOZEMAN

109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com

FOR CONSTRUCTION

C:\Users\tjr\Documents\R2019\1819 - MANG Building 25-R19_TJReichert.rvt

20 DEC 2021

Author

Checker

MTANG Maintenance Hanger Bldg 25

JKSE 172220

MONTANA AIR NATIONAL GUARD

GREAT FALLS AIR NATIONAL GUARD BASE

GREAT FALLS, MT

Type B-3

NO. DATE REVISION DESCRIPTION

RPA

C501

CIVIL DETAILS

STANDARD "SPILL" TYPE CURB

CONCRETE CURB & GUTTER

NOTES:

STANDARD "CATCH" TYPE CURB

STANDARD PAVEMENT SECTION

HEAVY DUTY PAVEMENT SECTION

PIPE BEDDING AND BACKFILL

PAVED SURFACE

NOTES:

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BACKFILL ALL CURBING TO MATCH EXISTING CONDITIONS

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

AutoCAD SHX Text R=3"

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SLOPE VARIES

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ELEVATION = EDGE OF PAVEMENT PLUS 6 3/4" (0.56')

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BACKFILL ALL CURBING TO MATCH EXISTING CONDITIONS

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3" MIN CRUSHED BASE COURSE COMPACTED AS SPECIFIED

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SUBGRADE COMPACTED AS SPECIFIED

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AutoCAD SHX Text C303

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SCALE: NONE

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1. CONTRACTION JOINTS SHALL BE PLACED EVERY 10 FT. IN ACCORDANCE WITH MPWSS 02528. CONTRACTION JOINTS SHALL BE PLACED EVERY 10 FT. IN ACCORDANCE WITH MPWSS 02528. CONTRACTION JOINTS SHALL BE 1 TO 1 " DEEP. 12" DEEP. DEEP. 2. EXPANSION JOINTS OF 1/2 IN. PRE FORMED MASTIC MATERIAL SHALL BE PLACED AT THE FOLLOWING EXPANSION JOINTS OF 1/2 IN. PRE FORMED MASTIC MATERIAL SHALL BE PLACED AT THE FOLLOWING LOCATIONS: PC'S & PT'S OF CURVES, GRADE BREAKS, JUNCTIONS WITH EXISTING CONCRETE, OPPOSITE TO OR AT EXPANSION JOINTS IN ADJACENT CONCRETE, AT MAXIMUM 300 FT. INTERVALS, 4 IN. ON EITHER SIDE OF A DRAINAGE STRUCTURE, AND AT OTHER LOCATIONS AS SPECIFIED BY THE ENGINEER. 3. UNLESS OTHERWISE SPECIFIED IN THESE PLANS; CONSTRUCTION MATERIALS & PROCEDURES SHALL UNLESS OTHERWISE SPECIFIED IN THESE PLANS; CONSTRUCTION MATERIALS & PROCEDURES SHALL CONFORM TO MPWSS CURRENT EDITION. FINISHED PAVEMENT SURFACE SHALL BE 1/8" TO 1/4" ABOVE LIP OF CURB ON STANDARD "CATCH" TYPE CURBS & FLUSH WITH END OF CURB ON STANDARD "SPILL" TYPE CURBS. 5. ALL CURBS TO BE "SPILL" TYPE, UNLESS OTHERWISE NOTED. ALL CURBS TO BE "SPILL" TYPE, UNLESS OTHERWISE NOTED. 6. TRANSITION FROM "CATCH" TO "SPILL" CURBS OVER A 10'-0" TRANSITION CENTERED ON THE DIVIDING TRANSITION FROM "CATCH" TO "SPILL" CURBS OVER A 10'-0" TRANSITION CENTERED ON THE DIVIDING LINE SHOWN ON THE PLAN SHEET. BASE COURSE BELOW CURB & GUTTER SHALL BE A MINIMUM 3 INCHES THICK OR THE BALANCE OF THE TYPICAL SECTION, WHICH EVER IS GREATER. ALL NEW CURB SHALL BE BACKFILLED IN SUCH A MANNER AS TO MATCH EXISTING OR NEW ADJACENT AREAS.

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SUBGRADE COMPACTED AS SPECIFIED

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3" MIN CRUSHED BASE COURSE COMPACTED AS SPECIFIED

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SLOPE VARIES

AutoCAD SHX Text R=1/4"

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ELEVATION = EDGE OF PAVEMENT PLUS 5" (0.42')

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FLOW LINE

AutoCAD SHX Text R=3"

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AutoCAD SHX Text C301

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SCALE: NONE

AutoCAD SHX Text 4" PLANT-MIX BITUMINOUS SURFACING (MPWSS TYPE B W/PG 58-28). PLACE IN TWO EQUAL LIFTS.

AutoCAD SHX Text 9" MINIMUM CRUSHED AGGREGATE BASE COURSE (1 1/2" MINUS). COMPACT TO 95% STANDARD PROCTOR.

AutoCAD SHX Text SCARIFY, MOISTURE CONDITION, AND COMPACT TOP 6" OF NATIVE SUBGRADE TO 95% OF STANDARD PROCTOR.

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AutoCAD SHX Text C301, C402

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SCALE: NONE

AutoCAD SHX Text 4 1/4" PLANT MIX BITUMINOUS SURFACING (MPWSS TYPE B WITH PG 58-28 BINDER). PLACE IN TWO EQUAL LIFTS.

AutoCAD SHX Text 19" MINIMUM CRUSHED AGGREGATE BASE COURSE (1 1/2" MINUS). COMPACT TO 95% OF STANDARD PROCTOR.

AutoCAD SHX Text SCARIFY, MOISTURE CONDITION, AND COMPACT TOP 6" OF NATIVE SUBGRADE TO 95% OF STANDARD PROCTOR.

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AutoCAD SHX Text C302

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SCALE: NONE

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TYPE 2 PIPE BEDDING WHERE REQUIRED FOR SOFT OR UNSTABLE FOUNDATION

AutoCAD…

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File details come from the government source that posted it. Updated May 25, 2023.