Repair Storm Drain Combined Drawings.pdf

PDF 7 MB Posted Jan 10, 2025

Attached to: Repair Drainage and Outfalls Federal contract opportunity
Solicitation number: A045136
Issued by: Department of the Air Force Global Strike Command

About this file

Written by GovTribe AI · Jan 10, 2025

This is a set of 27 construction drawings showing plans for repairing drainage and outfall structures at Malmstrom Air Force Base in Great Falls, Montana. The drawings detail the repair and replacement of multiple stormwater outfalls (numbers 1, 2, 3, 4, and 6) including site plans, foundation details, structural details, and electrical plans.

The drawings specify installation of new culverts ranging from 30" to 60" in diameter, concrete flow control structures, steel access platforms, sluice gates with motorized actuators, riprap bank protection, and lighting systems. Key technical details include concrete specifications, reinforcement schedules, foundation requirements, electrical schematics for controls and lighting, and construction sequencing. The plans include both civil and structural engineering elements, with detailed cross-sections showing culvert profiles, retaining wall specifications, and security features like grates and fencing. Outfalls 4 and 6 are noted as optional work items. The drawings provide comprehensive construction guidance including grading plans, utility coordination requirements, and restoration specifications.

View the file

Other files for this federal contract opportunity

Other files attached to Repair Drainage and Outfalls, newest first.
File	Type	Posted
Storm Water Outfalls Combined Specs.pdf	PDF	Jan 10, 2025

On GovTribe

Work with this file on GovTribe

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

Try for free Login

Text version

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

14TH AVE N

CT.REDWOOD

W H

PONDEROSA CT.

TAMARACK CT.

70TH ST N

74TH ST N

72ND ST N

73RD ST N

PERIM

ETER

CLINIC CT.

1ST AVE N

S T

R W

O O

D C

CYPRESS CT

MAGNOLIA DR

CEDAR ST

BRIARWOOD LOOP

PERIM

ETER

ASPEN ST

70TH ST N

OAK ST

BIRCH ST

DOUGLAS

FIR DR

ELDERBERRY CT

CYPRESS DR

HICKORY

IRONWOOD

10TH AVE N

MAPLE

D O

G W

O O

GUMWOOD

C H

PLUM ST

W O

D ST

CYPRESS DR

LOCUST ST

GODDARD DR

2ND AVE N

FRONT GATE

CYPRESS DR

SHUA

CUST

S T

OLIVE CT

PLUM ST

N W

O O

D S

MAPLE ST

U A

S T

TO GREAT FALLS

G U

M W

O O

D S

MAPLE ST

GODDARD

R O

RADAR

72ND ST N

SIXTH AVE SOUTH

3RD AVE SOUTH

3RD AVE S

R D

C O

U N

PERIM

ETER

S T

E R

74TH ST N

PERIMETER

C U

E R

PERIMETER

FLIG

HTLIN

E D

FLIG

HTLIN

76TH ST N

75TH ST N

FIR

AVE

GODDARD

RECREATION DR

SUN PLAZA DR

73RD ST N

74TH ST N

THIR

D AVE N

77TH ST N

77TH ST N.

76TH ST N

78TH ST N

79TH ST N

80TH ST N

POLE YARD RD

DORMITORY

THIR

D AVE N

SUPPLY

N STORAGE RD

MIDDLE STORAGE RD

SOUTH STORAGE RD

O R

R D

MISSILE DR

D R

PERIMETER

NECTARINE CT

H AVE N

CHESTN

UT S

ACORN ST

PECAN ST

FILB

ERT ST

KAPOK ST

LOCUST ST

H AVE N

T AVE N

79TH ST N

LINCO

LN DR

LINCOLN DR

CEDAR ST

LINCOLN DR

CEDAR ST

WASHINGTON CIRCLE

LARCH LOOP

PINE LOOP

FIR

GODDARD

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

CONSTRUCTION DRAWINGS FOR

REPAIR DRAINAGE AND OUTFALLS

DESIGN OPPORTUNITY NO. 1043872

MALMSTROM AIR FORCE BASE

GREAT FALLS, MONTANA

JULY 2023

VICINITY MAP

PROJECT LOCATION

SHEET

NUMBER

PLATE

NUMBER DESCRIPTION

CIVIL

STRUCTURAL

ELECTRICAL

TOTAL

27 SHEETS

SHEET INDEX

S I T E M A P M A L M S T R O M A. F. B. , M T

PROJECT

LOCATIONS

1 2

3 4

AutoCAD SHX Text

NE SW RUNWAY (INSTRUMENT RUNWAY) TRUE BEARING 030.6

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

BURLINGTON NERN RAILRD

AutoCAD SHX Text

TAXIWAY "S"

AutoCAD SHX Text

APPROACH ZONE

AutoCAD SHX Text

CLEAR ZONE

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

40 MM RANGE

AutoCAD SHX Text 29000

AutoCAD SHX Text

OBSTACLE

AutoCAD SHX Text

COURSE

AutoCAD SHX Text

TAXIWAY "R"

AutoCAD SHX Text

TAXIWAY "Q"

AutoCAD SHX Text

TAXIWAY "P"

AutoCAD SHX Text

TAXIWAY "O"

AutoCAD SHX Text

TAXIWAY "B"

AutoCAD SHX Text

CLEAR ZONE

AutoCAD SHX Text

APPROACH ZONE

AutoCAD SHX Text

TRUE BEARING 210.6

AutoCAD SHX Text

NE SW RUNWAY (INSTRUMENT RUNWAY)

AutoCAD SHX Text 11,500' X 200'

AutoCAD SHX Text E

AutoCAD SHX Text

TOWER

AutoCAD SHX Text

TOWER

AutoCAD SHX Text

POND

AutoCAD SHX Text E

AutoCAD SHX Text

IFR

AutoCAD SHX Text

VFR

AutoCAD SHX Text

HELICOPTER TRAINING AREA

AutoCAD SHX Text

(SLIDE AREA)

AutoCAD SHX Text

HELICOPTER TRAINING/SLIDE AREA

AutoCAD SHX Text

TRAFFIC LIGHT

AutoCAD SHX Text

TRAFFIC LIGHT

AutoCAD SHX Text

ATTACHMENT:

AutoCAD SHX Text

FA4626-XX-X-XXXX

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

PAGE

AutoCAD SHX Text

PROJECT NUMBERS

AutoCAD SHX Text

ACAD DRAWING NUMBER

AutoCAD SHX Text

RECORD FILE NUMBER

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

REPAIR DRAINAGE AND OUTFALLS

AutoCAD SHX Text 1043872

AutoCAD SHX Text 07/12/23

AutoCAD SHX Text

TDH

AutoCAD SHX Text

JPJ

AutoCAD SHX Text

RCB

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

BASE CIVIL ENGINEER

AutoCAD SHX Text

CHIEF ENGINEER

AutoCAD SHX Text

PROJECT ENGINEER

AutoCAD SHX Text

CE OPERATIONS

AutoCAD SHX Text

FIRE CHIEF

AutoCAD SHX Text

ENVIRONMENTAL ENG.

AutoCAD SHX Text

COMMUNICATIONS

AutoCAD SHX Text

USING AGENCY

AutoCAD SHX Text

BIO-ENVIRONMENTAL

AutoCAD SHX Text

SAFETY

AutoCAD SHX Text

AT/RPEC REP

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

AutoCAD SHX Text 22-074 C1.0

AutoCAD SHX Text C1.0

AutoCAD SHX Text

GREAT FALLS

AutoCAD SHX Text

HELENA

AutoCAD SHX Text

AutoCAD SHX Text C1.0

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

AutoCAD SHX Text C2.0

AutoCAD SHX Text

NOTES, LEGEND, ABBREVIATIONS, AND SURVEY DATA

AutoCAD SHX Text

AutoCAD SHX Text C3.0

AutoCAD SHX Text

OUTFALL #1 EXISTING CONDITIONS AND DEMOLITION PLAN

AutoCAD SHX Text

AutoCAD SHX Text C3.1

AutoCAD SHX Text

OUTFALL #3 EXISTING CONDITIONS AND DEMOLITION PLAN

AutoCAD SHX Text

AutoCAD SHX Text C3.2

AutoCAD SHX Text

OUTFALL #4 EXISTING CONDITIONS AND DEMOLITION PLAN

AutoCAD SHX Text

AutoCAD SHX Text C3.3

AutoCAD SHX Text

OUTFALL #6 EXISTING CONDITIONS AND DEMOLITION PLAN

AutoCAD SHX Text

AutoCAD SHX Text C4.0

AutoCAD SHX Text

OUTFALL #1 SITE AND UTILITY PLAN

AutoCAD SHX Text

AutoCAD SHX Text C4.1

AutoCAD SHX Text

OUTFALL #2 SITE AND UTILITY PLAN

AutoCAD SHX Text

AutoCAD SHX Text C4.2

AutoCAD SHX Text

OUTFALL #3 SITE AND UTILITY PLAN

AutoCAD SHX Text

AutoCAD SHX Text C4.3

AutoCAD SHX Text

OUTFALL #4 SITE AND UTILITY PLAN

AutoCAD SHX Text

AutoCAD SHX Text C4.4

AutoCAD SHX Text

OUTFALL #6 SITE AND UTILITY PLAN

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

AutoCAD SHX Text C5.1

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

AutoCAD SHX Text S1.0

AutoCAD SHX Text

GENERAL STRUCTURAL NOTES

AutoCAD SHX Text

AutoCAD SHX Text S1.1

AutoCAD SHX Text

GENERAL STRUCTURAL NOTES

AutoCAD SHX Text

AutoCAD SHX Text S1.2

AutoCAD SHX Text

TYPICAL DETAILS

AutoCAD SHX Text

AutoCAD SHX Text S2.0

AutoCAD SHX Text

OUTFALL 1 PLAN

AutoCAD SHX Text

AutoCAD SHX Text S2.1

AutoCAD SHX Text

OUTFALL 3 FOUNDATION PLAN

AutoCAD SHX Text

AutoCAD SHX Text S2.2

AutoCAD SHX Text

OUTFALL 3 PLATFORM PLAN

AutoCAD SHX Text

AutoCAD SHX Text S2.3

AutoCAD SHX Text

OUTFALL 6 PLAN

AutoCAD SHX Text

AutoCAD SHX Text S3.0

AutoCAD SHX Text

HEADWALL DETAILS

AutoCAD SHX Text

AutoCAD SHX Text S3.1

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

AutoCAD SHX Text S3.2

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

AutoCAD SHX Text S3.3

AutoCAD SHX Text

PLATFORM DETAILS

AutoCAD SHX Text

AutoCAD SHX Text E1.0

AutoCAD SHX Text

OUTFALLS 1, 2, 3, AND 6 ELECTRICAL PLANS

AutoCAD SHX Text

AutoCAD SHX Text E2.0

AutoCAD SHX Text

OUTFALL #4 ELECTRICAL PLAN

AutoCAD SHX Text

AutoCAD SHX Text E3.0

AutoCAD SHX Text

ELECTRICAL SCHEDULES AND DETAILS

AutoCAD SHX Text

PASS & ID (192)

AutoCAD SHX Text

MAIN GATE

AutoCAD SHX Text

COMMERCIAL GATE

AutoCAD SHX Text

HOSPITAL (2040)

AutoCAD SHX Text

SECURITY POLICE (295)

AutoCAD SHX Text

FIRE DEPT (349)

AutoCAD SHX Text

BASE CONTRACTING (145)

AutoCAD SHX Text

10TH AVE N

AutoCAD SHX Text

2ND AVE N

AutoCAD SHX Text

3RD AVE S

AutoCAD SHX Text

10TH AVE S

AutoCAD SHX Text

US HWY 87 & 89 BYPASS

AutoCAD SHX Text

MISSOURI RIVER

AutoCAD SHX Text

US HWY 87 & 89

AutoCAD SHX Text G R E A T F A L L S

AutoCAD SHX Text

PERIMETER RD

AutoCAD SHX Text

GODDARD DR

AutoCAD SHX Text

FLIGHTLINE DR

AutoCAD SHX Text

PERIMETER RD

AutoCAD SHX Text

BASE CIVIL ENGINEERING (470)

1404675016C Text Box Option

1404675016C Text Box Note- All work associated with Outfalls 4 & 6 is included as an Option.

ABBREVIATIONS

GENERAL NOTESSURVEY DATA

KEY

NEW

LEGEND

EXISTING DESCRIPTION

SCALING NOTE

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

STORM DRAIN NOTES

GRADING NOTES

AutoCAD SHX Text Point

AutoCAD SHX Text Northing

AutoCAD SHX Text Easting

AutoCAD SHX Text Elevation

AutoCAD SHX Text Description

AutoCAD SHX Text

NZAS4

AutoCAD SHX Text 1196286.228

AutoCAD SHX Text 1551986.778

AutoCAD SHX Text 3435.31

AutoCAD SHX Text

5/8" REBAR WITH "TD&H CONTROL" RPC

AutoCAD SHX Text

AutoCAD SHX Text 1197194.380

AutoCAD SHX Text 1556338.704

AutoCAD SHX Text

NAIL IN HUB

AutoCAD SHX Text

AutoCAD SHX Text 1197277.418

AutoCAD SHX Text 1556324.388

AutoCAD SHX Text

NAIL IN HUB

AutoCAD SHX Text

AutoCAD SHX Text 1197297.534

AutoCAD SHX Text 1556192.077

AutoCAD SHX Text

NAIL IN HUB

AutoCAD SHX Text

AutoCAD SHX Text 1197187.065

AutoCAD SHX Text 1556169.986

AutoCAD SHX Text

NAIL IN HUB

AutoCAD SHX Text

AutoCAD SHX Text 1197127.777

AutoCAD SHX Text 1555240.484

AutoCAD SHX Text 3397.24

AutoCAD SHX Text

5/8" REBAR WITH "TD&H CONTROL" RPC

AutoCAD SHX Text

AutoCAD SHX Text 1197188.177

AutoCAD SHX Text 1555302.542

AutoCAD SHX Text

NAIL IN HUB

AutoCAD SHX Text

AutoCAD SHX Text 1197104.584

AutoCAD SHX Text 1555282.231

AutoCAD SHX Text

NAIL IN HUB

AutoCAD SHX Text

AutoCAD SHX Text 1197042.211

AutoCAD SHX Text 1555259.434

AutoCAD SHX Text

NAIL IN HUB

AutoCAD SHX Text

AutoCAD SHX Text 1197167.615

AutoCAD SHX Text 1555443.708

AutoCAD SHX Text

NAIL IN HUB

AutoCAD SHX Text

AutoCAD SHX Text 1196587.819

AutoCAD SHX Text 1550456.103

AutoCAD SHX Text 3409.27

AutoCAD SHX Text

5/8" REBAR WITH "TD&H CONTROL" RPC

AutoCAD SHX Text

AutoCAD SHX Text 1196521.041

AutoCAD SHX Text 1550340.868

AutoCAD SHX Text

NAIL IN HUB

AutoCAD SHX Text

AutoCAD SHX Text 1196700.934

AutoCAD SHX Text 1550297.720

AutoCAD SHX Text

NAIL IN HUB

AutoCAD SHX Text

AutoCAD SHX Text 1196751.573

AutoCAD SHX Text 1550409.009

AutoCAD SHX Text

NAIL IN HUB

AutoCAD SHX Text

AutoCAD SHX Text 1196633.353

AutoCAD SHX Text 1549588.830

AutoCAD SHX Text 3413.12

AutoCAD SHX Text

5/8" REBAR WITH "TD&H CONTROL" RPC

AutoCAD SHX Text

AutoCAD SHX Text 1196620.154

AutoCAD SHX Text 1549395.194

AutoCAD SHX Text

NAIL IN HUB

AutoCAD SHX Text

AutoCAD SHX Text 1196688.133

AutoCAD SHX Text 1549493.575

AutoCAD SHX Text

NAIL IN HUB

AutoCAD SHX Text

AutoCAD SHX Text 1196528.161

AutoCAD SHX Text 1549523.110

AutoCAD SHX Text

NAIL IN HUB

AutoCAD SHX Text

AutoCAD SHX Text 1197153.641

AutoCAD SHX Text 1555350.766

AutoCAD SHX Text

NAIL IN HUB

AutoCAD SHX Text

AutoCAD SHX Text 1192658.416

AutoCAD SHX Text 1558148.947

AutoCAD SHX Text

NAIL IN HUB

AutoCAD SHX Text

AutoCAD SHX Text 1192802.792

AutoCAD SHX Text 1558137.384

AutoCAD SHX Text

NAIL IN HUB

AutoCAD SHX Text

AutoCAD SHX Text 1192819.110

AutoCAD SHX Text 1558021.182

AutoCAD SHX Text

NAIL IN HUB

AutoCAD SHX Text

AutoCAD SHX Text 1192671.757

AutoCAD SHX Text 1558059.332

AutoCAD SHX Text

NAIL IN HUB

AutoCAD SHX Text

AutoCAD SHX Text 1196535.275

AutoCAD SHX Text 1549443.920

AutoCAD SHX Text 3412.24

AutoCAD SHX Text

MAFB CP

AutoCAD SHX Text HORIZONTAL COORDINATES ARE MONTANA STATE PLANE, INTERNATIONAL FEET, AND WERE PROJECTED WITH SURVEY QUALITY GPS FROM THE MAFB CONTROL POINT "NZAS4". VERTICAL DATUM IS NAVD88, GEOID18, U.S. SURVEY FEET, AND WAS PROJECTED WITH SURVEY QUALITY GPS FROM THE MAFB CONTROL POINT NUMBER "NZAS4".

AutoCAD SHX Text W/

AutoCAD SHX Text

WITH

AutoCAD SHX Text

EXIST

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

EL/ELEV

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

LINEAR FEET

AutoCAD SHX Text

MAX

AutoCAD SHX Text

MAXIMUM

AutoCAD SHX Text

# / NO

AutoCAD SHX Text

TYP

AutoCAD SHX Text

PVC

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

POLYVINYL CHLORIDE

AutoCAD SHX Text

AND

AutoCAD SHX Text

NORTHEAST

AutoCAD SHX Text

ON CENTER

AutoCAD SHX Text

MIN

AutoCAD SHX Text

MINIMUM

AutoCAD SHX Text

FLOW LINE

AutoCAD SHX Text

SOUTHWEST

AutoCAD SHX Text

EXC.

AutoCAD SHX Text

EXCAVATION

AutoCAD SHX Text

INVERT ELEVATION

AutoCAD SHX Text

LBS

AutoCAD SHX Text

POUNDS

AutoCAD SHX Text A

AutoCAD SHX Text C3

AutoCAD SHX Text

BASIS OF HORIZONTAL AND VERTICAL CONTROL:

AutoCAD SHX Text

TBM

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

TEMPORARY BENCHMARK

AutoCAD SHX Text

OVERHEAD ELECTRIC

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

FENCE - CHAIN LINK (PERIMETER)

AutoCAD SHX Text

EDGE OF GRAVEL

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

CONTOUR

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

ELECTRICAL BOX FLUSH

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

CENTER LINE

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

SOUTHEAST

AutoCAD SHX Text

MECHANICAL JOINT

AutoCAD SHX Text

DI / DIP

AutoCAD SHX Text

DUCTILE IRON PIPE

AutoCAD SHX Text

PLAIN END

AutoCAD SHX Text

OUTSIDE DIAMETER

AutoCAD SHX Text

REV

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

SIM

AutoCAD SHX Text

SIMILAR

AutoCAD SHX Text DRAWING SHEETS PRINTED FROM ADOBE PDF ELECTRONIC FILES ARE NOT TO SCALE. VERIFY PRINTED SHEET SCALES FROM THE BAR SCALES LOCATED ON THE PLAN SHEETS.

AutoCAD SHX Text

SST / SS

AutoCAD SHX Text

STAINLESS STEEL

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

ATTACHMENT:

AutoCAD SHX Text

FA4626-XX-X-XXXX

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

PAGE

AutoCAD SHX Text

PROJECT NUMBERS

AutoCAD SHX Text

ACAD DRAWING NUMBER

AutoCAD SHX Text

RECORD FILE NUMBER

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

REPAIR DRAINAGE AND OUTFALLS

AutoCAD SHX Text 1043872

AutoCAD SHX Text 07/12/23

AutoCAD SHX Text

TDH

AutoCAD SHX Text

JPJ

AutoCAD SHX Text

RCB

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

BASE CIVIL ENGINEER

AutoCAD SHX Text

CHIEF ENGINEER

AutoCAD SHX Text

PROJECT ENGINEER

AutoCAD SHX Text

CE OPERATIONS

AutoCAD SHX Text

FIRE CHIEF

AutoCAD SHX Text

ENVIRONMENTAL ENG.

AutoCAD SHX Text

COMMUNICATIONS

AutoCAD SHX Text

USING AGENCY

AutoCAD SHX Text

BIO-ENVIRONMENTAL

AutoCAD SHX Text

SAFETY

AutoCAD SHX Text

AT/RPEC REP

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

1. CONTACT THE ONE CALL UTILITY LOCATE AND PROCESS A WORK CLEARANCE REQUEST - (AF FORM 103) PRIOR TO CONTACT THE ONE CALL UTILITY LOCATE AND PROCESS A WORK CLEARANCE REQUEST - (AF FORM 103) PRIOR TO WORK CLEARANCE REQUEST - (AF FORM 103) PRIOR TO - (AF FORM 103) PRIOR TO EXCAVATION. 2. GAS MAINS, UNDERGROUND ELECTRICAL AND COMMUNICATION CABLES, TELEPHONE POLES, LIGHT POLES, IRRIGATION GAS MAINS, UNDERGROUND ELECTRICAL AND COMMUNICATION CABLES, TELEPHONE POLES, LIGHT POLES, IRRIGATION SYSTEM, SIGNS, ETC., REQUIRED TO BE MOVED OR LOWERED FOR NEW CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. SERVICE OUTAGES ARE TO BE MINIMIZED AND TEMPORARY GAS SERVICE IS TO BE PROVIDED TO MAINTAIN CONTINUOUS SERVICE IF REQUESTED BY THE FIRE DEPARTMENT. 3. HAND OR HYDRO-VAC EXCAVATE AND EXPOSE ALL UTILITIES PRIOR TO BEGINNING EXCAVATION. HAND OR HYDRO-VAC EXCAVATE AND EXPOSE ALL UTILITIES PRIOR TO BEGINNING EXCAVATION. 4. OBTAIN ANY NECESSARY PERMITS. ANY FEES ASSOCIATED WITH PERMITS ARE THE RESPONSIBILITY OF THE OBTAIN ANY NECESSARY PERMITS. ANY FEES ASSOCIATED WITH PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 5. RESTORE ALL DISTURBED AREAS AFFECTED BY CONSTRUCTION TO ORIGINAL CONDITION, UNLESS OTHERWISE NOTED RESTORE ALL DISTURBED AREAS AFFECTED BY CONSTRUCTION TO ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON PLANS. 6. PROVIDE TOPSOIL, SEED, AND FERTILIZER AT ALL AREAS DISTURBED BY CONSTRUCTION. SEE LANDSCAPE PROVIDE TOPSOIL, SEED, AND FERTILIZER AT ALL AREAS DISTURBED BY CONSTRUCTION. SEE LANDSCAPE SPECIFICATIONS FOR SEED AND FERTILIZER REQUIREMENTS. 7. FIELD VERIFY LINE AND GRADE OF EXISTING UTILITIES & CONNECTIONS PRIOR TO ORDERING/PROCURING MATERIALS FIELD VERIFY LINE AND GRADE OF EXISTING UTILITIES & CONNECTIONS PRIOR TO ORDERING/PROCURING MATERIALS OR BEGINNING TRENCH EXCAVATION. 8. ALL QUANTITIES OF WORK ITEMS PROVIDED ARE APPROXIMATE, CONTRACTOR TO VERIFY QUANTITIES PRIOR TO BID ALL QUANTITIES OF WORK ITEMS PROVIDED ARE APPROXIMATE, CONTRACTOR TO VERIFY QUANTITIES PRIOR TO BID SUBMISSION. 9. AN MPDES STORM WATER DISCHARGE PERMIT FROM THE MONTANA DEPT. OF ENVIRONMENTAL QUALITY IS REQUIRED. AN MPDES STORM WATER DISCHARGE PERMIT FROM THE MONTANA DEPT. OF ENVIRONMENTAL QUALITY IS REQUIRED. 10. ALL ELEVATIONS SHOWN ON THE GRADING PLAN REFERENCE FINISH GRADES UNLESS OTHERWISE NOTED. ALL ELEVATIONS SHOWN ON THE GRADING PLAN REFERENCE FINISH GRADES UNLESS OTHERWISE NOTED. 11. PROTECT ALL EXISTING SURVEY MONUMENTATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPLACE ANY PROTECT ALL EXISTING SURVEY MONUMENTATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPLACE ANY DISTURBED MONUMENTATION. 12. COORDINATE ALL TRAFFIC CONTROL AND SITE ACCESS ISSUES WITH THE CONTRACTING OFFICER'S TECHNICAL COORDINATE ALL TRAFFIC CONTROL AND SITE ACCESS ISSUES WITH THE CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE (COTR). 13. ALL OPEN TRENCHES, CONSTRUCTION HAZARDS, OR CONDITIONS POTENTIALLY CONSIDERED AN "ATTRACTIVE ALL OPEN TRENCHES, CONSTRUCTION HAZARDS, OR CONDITIONS POTENTIALLY CONSIDERED AN "ATTRACTIVE NUISANCE" SHALL BE SECURED WITH FENCING, BARRICADES, OR OTHER MEANS TO CONTROL SITE ACCESS. 14. PREPARE A DUST CONTROL PLAN FOR COTR APPROVAL AND PROVIDE AND MAINTAIN DUST CONTROL THROUGHOUT PREPARE A DUST CONTROL PLAN FOR COTR APPROVAL AND PROVIDE AND MAINTAIN DUST CONTROL THROUGHOUT CONSTRUCTION. 15. ELECTRONIC DESIGN FILES IN AUTOCAD VERSION 2018 ARE AVAILABLE FOR CONSTRUCTION STAKING FROM THE ELECTRONIC DESIGN FILES IN AUTOCAD VERSION 2018 ARE AVAILABLE FOR CONSTRUCTION STAKING FROM THE COTR. 16. CONTRACTOR SHALL REMOVE & RESET ANY OBSTACLE THAT INTERFERES WITH CONSTRUCTION UPON APPROVAL OF CONTRACTOR SHALL REMOVE & RESET ANY OBSTACLE THAT INTERFERES WITH CONSTRUCTION UPON APPROVAL OF THE COTR. 17. OUTFALL 6 WSA SECURITY NOTES OUTFALL 6 WSA SECURITY NOTES 17.1. MAINTAIN THE WEAPONS STORAGE AREA (WSA) 30 FOOT OUTER CLEAR ZONE FROM THE FENCE LINE CLEAR MAINTAIN THE WEAPONS STORAGE AREA (WSA) 30 FOOT OUTER CLEAR ZONE FROM THE FENCE LINE CLEAR OF ANY VISUAL OBSTRUCTIONS AT ALL TIMES. 17.2. DURING DEMOLITION AND CONSTRUCTION OF CULVERTS, ANY TIME OUTSIDE THE WORK DAY, PREVENT ACCESS DURING DEMOLITION AND CONSTRUCTION OF CULVERTS, ANY TIME OUTSIDE THE WORK DAY, PREVENT ACCESS TO THE PIPE INTERIORS WITH TEMPORARY BARRIERS ACROSS THE PIPE ENDS. 17.3. AT THE BEGINNING OF EACH WORK WEEK, PROVIDE SECURITY FORCES AN ESTIMATE OF THE NUMBER OF AT THE BEGINNING OF EACH WORK WEEK, PROVIDE SECURITY FORCES AN ESTIMATE OF THE NUMBER OF VEHICLES AND PERSONNEL PLANNED TO BE ON SITE EACH DAY AND THE APPROXIMATE WORK SCHEDULE. 17.4. THE ROADWAY CROSSING OUTFALL 6 MAY BE CLOSED TO TRAFFIC FOR UP TO 6 WEEKS WHILE WORK IS THE ROADWAY CROSSING OUTFALL 6 MAY BE CLOSED TO TRAFFIC FOR UP TO 6 WEEKS WHILE WORK IS BEING PERFORMED. PREPARE A TRAFFIC CONTROL PLAN AND PROVIDE TRAFFIC CONTROL AS REQUIRED IN SECTION 01 55 26. 17.5. THE DRAINAGE CULVERTS THAT ARE EQUIPPED w/IDS AND MONITORED BY CAMERA MUST REMAIN UNTOUCHED THE DRAINAGE CULVERTS THAT ARE EQUIPPED w/IDS AND MONITORED BY CAMERA MUST REMAIN UNTOUCHED AND CLEAR OF ANY OBSTRUCTIONS AT ALL TIMES. 18. A JOINT APPLICATION FOR PROPOSED WORK IN MONTANA'S STREAMS, WETLANDS, FLOODPLAINS AND OTHER WATER A JOINT APPLICATION FOR PROPOSED WORK IN MONTANA'S STREAMS, WETLANDS, FLOODPLAINS AND OTHER WATER BODIES HAS BEEN SUBMITTED TO THE APPLICABLE AGENCIES FOR APPROVAL. THE CONTRACTOR SHALL COMPLY WITH LOCAL, STATE AND/OR FEDERAL PERMITTING REQUIREMENTS STATED IN THE PERMITS.

AutoCAD SHX Text

1. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION AT CROSSINGS BETWEEN OUTSIDE OF SEWER/STORM MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION AT CROSSINGS BETWEEN OUTSIDE OF SEWER/STORM DRAIN PIPE AND OUTSIDE OF WATER PIPE. 2. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF SEWER OR STORM MAIN MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF SEWER OR STORM MAIN PIPE AND OUTSIDE OF WATER MAIN PIPE. 3. FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. 4. EXCAVATE ALL CROSSINGS BETWEEN WATER LINES AND STORM DRAIN LINES PRIOR TO BEGINNING TRENCH EXCAVATE ALL CROSSINGS BETWEEN WATER LINES AND STORM DRAIN LINES PRIOR TO BEGINNING TRENCH EXCAVATION TO ENSURE CROSSING CLEARANCE. 5. INSTALL TWO TIE BOLTS ON EACH UPSTREAM AND DOWNSTREAM JOINT OF NEW RCP CULVERTS. INSTALL TWO TIE BOLTS ON EACH UPSTREAM AND DOWNSTREAM JOINT OF NEW RCP CULVERTS. 6. CONTRACTOR TO PROVIDE STORMWATER BYPASS PLAN TO COTR PRIOR TO START OF CONSTRUCTION TO CONTRACTOR TO PROVIDE STORMWATER BYPASS PLAN TO COTR PRIOR TO START OF CONSTRUCTION TO MANAGE LARGE STORM EVENTS DURING CONSTRUCTION. SEE STORM DRAIN SPECIFICATION. 7. CONTRACTOR TO PROVIDE TEMPORARY COVERS FOR EXISTING CULVERTS FOR SECURITY DURING CONTRACTOR TO PROVIDE TEMPORARY COVERS FOR EXISTING CULVERTS FOR SECURITY DURING CONSTRUCTION.

AutoCAD SHX Text

1. DISPOSE OF EXCESS EXCAVATED SOIL OFF SITE. DISPOSE OF EXCESS EXCAVATED SOIL OFF SITE. 2. RETURN ALL DISTURBED AREAS TO PRE-CONSTRUCTION CONDITION OR BETTER. RETURN ALL DISTURBED AREAS TO PRE-CONSTRUCTION CONDITION OR BETTER. 3. EROSION CONTROL BLANKETS SHOULD BE USED TO PROTECT DISTURBED EROSION CONTROL BLANKETS SHOULD BE USED TO PROTECT DISTURBED SLOPED AREAS UNTIL SEEDING IS FULLY ESTABLISHED.

AutoCAD SHX Text C2.0

AutoCAD SHX Text

WSA

AutoCAD SHX Text

WEAPONS STORAGE AREA

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

EDGE OF ASPHALT

AutoCAD SHX Text

GRAVEL SURFACING

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

GUARDRAIL

AutoCAD SHX Text

GAS

AutoCAD SHX Text

RAILROAD

AutoCAD SHX Text

LBP

AutoCAD SHX Text

LEAD BASED PAINT

AutoCAD SHX Text

NOTES, LEGEND, ABBREVIATIONS, AND SURVEY DATA.

AutoCAD SHX Text

FENCE - WIRE

AutoCAD SHX Text 22-074 C2.0

AutoCAD SHX Text

DELINEATED WETLAND BOUNDARY

AutoCAD SHX Text

COTR

AutoCAD SHX Text

CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

VEGETATION

AutoCAD SHX Text

ACTUATOR

AutoCAD SHX Text

SCH

AutoCAD SHX Text

SCHEDULE

AutoCAD SHX Text

INCH

AutoCAD SHX Text

DIA

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text

WATER

AutoCAD SHX Text M/W

MONITORING WELL

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

AutoCAD SHX Text

CP33

AutoCAD SHX Text

CP34

AutoCAD SHX Text

CP35

AutoCAD SHX Text

CP36

AutoCAD SHX Text

CP42

AutoCAD SHX Text

AutoCAD SHX Text CUT BACK WILLOW TREE TRUNKS OVERHANGING CONCRETE OUTFALL STRUCTURE (+/- 5 TRUNKS)

AutoCAD SHX Text

EXCAVATE & EXPOSE TOP HALF OF EXISTING 42" RCP AT LEAKING PIPE JOINT

AutoCAD SHX Text EXCAVATE, EXPOSE, & REMOVE TO THE NEAREST JOINT OF THE EXISTING 42" RCP. VERIFY JOINT LOCATION AND LENGTH OF NEW 42" RCP. PROTECT PIPE ENDS TO REMAIN FROM DAMAGE AND REPAIR TO COTR SATISFACTION IF DAMAGE OCCURS.

AutoCAD SHX Text

SAWCUT & DEMO EXISTING CONCRETE HEADWALL AS SHOWN

AutoCAD SHX Text

REMOVE & DISPOSE OF EXISTING ACTUATORS TYP OF 4

AutoCAD SHX Text

SAWCUT & DEMO EXISTING CONCRETE SIDEWALL & RAMP

AutoCAD SHX Text REMOVE & DISPOSE OF EXISTING SLIDE GATES AND FRAMES, TYP OF 4 NOTE: EXISTING GATE COATING ASSUMED TO BE LEAD-BASED PAINT.

AutoCAD SHX Text

DEMO EXISTING CONTROL PANEL PER ELEC PLANS

AutoCAD SHX Text

REMOVE EXISTING CHAIN LINK FENCE

AutoCAD SHX Text

REMOVE & DISPOSE OF EXISTING CHAIN LINK FENCING AND PIPE SUPPORT

AutoCAD SHX Text

REMOVE & DISPOSE OF EXISTING WOODEN ACCESS PLATFORM & SUPPORT STRUCTURE

AutoCAD SHX Text

REMOVE & PROPERLY DISPOSE OF EXISTING CORRUGATED METAL BARRIER

AutoCAD SHX Text

DO NOT DISTURB INACTIVE RAIL LINE NO BNSF PERMITS REQUIRED

AutoCAD SHX Text

DELINEATED WETLAND BOUNDARY

AutoCAD SHX Text

PROTECT EXISTING MONITORING WELL

AutoCAD SHX Text

PROTECT EXISTING MONITORING WELL

AutoCAD SHX Text

PERIMETER FENCE DO NOT DISTURB

AutoCAD SHX Text CONTRACTOR ACCESS ROUTE LOCATION. PROTECT EXISTING TRACKS AND RAIL BALLAST. RECLAIM DISTURBED AREA TO MATCH EXISTING.

AutoCAD SHX Text

APPROXIMATE DEMOLITION EXTENTS

AutoCAD SHX Text

ATTACHMENT:

AutoCAD SHX Text

FA4626-XX-X-XXXX

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

PAGE

AutoCAD SHX Text

PROJECT NUMBERS

AutoCAD SHX Text

ACAD DRAWING NUMBER

AutoCAD SHX Text

RECORD FILE NUMBER

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

REPAIR DRAINAGE AND OUTFALLS

AutoCAD SHX Text 1043872

AutoCAD SHX Text 07/12/23

AutoCAD SHX Text

TDH

AutoCAD SHX Text

JPJ

AutoCAD SHX Text

RCB

AutoCAD SHX Text

OUTFALL #1 EXISTING CONDITIONS AND DEMOLITION PLAN

AutoCAD SHX Text

AutoCAD SHX Text 22-074 C3.X

AutoCAD SHX Text C3.0

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 30'

S C A L E

AutoCAD SHX Text

CP24

AutoCAD SHX Text

CP25

AutoCAD SHX Text

CP26

AutoCAD SHX Text

CP37

AutoCAD SHX Text

DO NOT DISTURB EXISTING CMP CULVERT

AutoCAD SHX Text REMOVE AND SALVAGE EXISTING FENCE AS NECESSARY FOR PROPOSED CONSTRUCTION (LIMITS SHOWN FOR REFERENCE ONLY)

AutoCAD SHX Text

CLEAR EXISTING VEGETATION AS NEEDED FOR NEW CONSTRUCTION

AutoCAD SHX Text

REMOVE EXISTING 36" CSP CULVERT AS SHOWN

AutoCAD SHX Text CUT EXISTING 36" CSP CULVERT AS SHOWN, PRESSURE GROUT FULL WITH 1.5 SACK FLOWABLE FILL, WATER TIGHT PLUG, & ABANDON IN PLACE

AutoCAD SHX Text

DEMO EXISTING GRAVEL SURFACING

AutoCAD SHX Text

DELINEATED WETLAND BOUNDARY

AutoCAD SHX Text

DELINEATED WETLAND BOUNDARY

AutoCAD SHX Text

REMOVE EXISTING FLOW CONTROL STRUCTURE, GABION WEIR WALLS, AND GABION FLOOR.

AutoCAD SHX Text

PROTECT EXISTING CHAIN LINK SECURITY FENCE MAINTAIN BASE SECURITY

AutoCAD SHX Text

APPROXIMATE DEMOLITION EXTENTS

AutoCAD SHX Text

ATTACHMENT:

AutoCAD SHX Text

FA4626-XX-X-XXXX

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

PAGE

AutoCAD SHX Text

PROJECT NUMBERS

AutoCAD SHX Text

ACAD DRAWING NUMBER

AutoCAD SHX Text

RECORD FILE NUMBER

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

REPAIR DRAINAGE AND OUTFALLS

AutoCAD SHX Text 1043872

AutoCAD SHX Text 07/12/23

AutoCAD SHX Text

TDH

AutoCAD SHX Text

JPJ

AutoCAD SHX Text

RCB

AutoCAD SHX Text

OUTFALL #3 EXISTING CONDITIONS AND DEMOLITION PLAN

AutoCAD SHX Text C3.1

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 30'

AutoCAD SHX Text S C A L E

AutoCAD SHX Text 22-074 C3.X

AutoCAD SHX Text

CP20

AutoCAD SHX Text

CP21

AutoCAD SHX Text

CP22

AutoCAD SHX Text

CP23

AutoCAD SHX Text REMOVE AND PROPERLY DISPOSE OF EXISTING MANUAL GATE HANDWHEEL, MECHANISM, AND SLIDE GATE.

AutoCAD SHX Text

REMOVE 8 LF OF EXISTING 36" RCP PIPE

AutoCAD SHX Text REMOVE & RELOCATE EXISTING CHAIN LINK FENCE AS NECESSARY FOR PROPOSED CONSTRUCTION *MAINTAIN BASE SECURITY* SEE DETAIL

AutoCAD SHX Text

REMOVE EXISTING 36" CMP CULVERT

AutoCAD SHX Text

DEMO EXISTING GRAVEL SURFACING

AutoCAD SHX Text

DELINEATED WETLAND BOUNDARY

AutoCAD SHX Text

DELINEATED WETLAND BOUNDARY

AutoCAD SHX Text

DELINEATED WETLAND BOUNDARY

AutoCAD SHX Text

APPROXIMATE TEMPORARY FENCE LOCATION

AutoCAD SHX Text

AutoCAD SHX Text C5.1

AutoCAD SHX Text

ATTACHMENT:

AutoCAD SHX Text

FA4626-XX-X-XXXX

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

PAGE

AutoCAD SHX Text

PROJECT NUMBERS

AutoCAD SHX Text

ACAD DRAWING NUMBER

AutoCAD SHX Text

RECORD FILE NUMBER

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

REPAIR DRAINAGE AND OUTFALLS

AutoCAD SHX Text 1043872

AutoCAD SHX Text 07/12/23

AutoCAD SHX Text

TDH

AutoCAD SHX Text

JPJ

AutoCAD SHX Text

RCB

AutoCAD SHX Text

OUTFALL #4 EXISTING CONDITIONS AND DEMOLITION PLAN

AutoCAD SHX Text C3.2

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 30'

AutoCAD SHX Text S C A L E

AutoCAD SHX Text 22-074 C3.X

AutoCAD SHX Text

1404675016C

OPTION

AutoCAD SHX Text

CP38

AutoCAD SHX Text

CP39

AutoCAD SHX Text

CP41

AutoCAD SHX Text REMOVE EXISTING CONCRETE HEADWALL HEADGATES, ACTUATORS, SECURITY GRATING, & ASSOCIATED STRUCTURES

AutoCAD SHX Text REMOVE EXISTING GUARDRAIL AS NECESSARY FOR PROPOSED CONSTRUCTION. SALVAGE & REUSE METAL PARTS. DEMO WOODEN POSTS.

AutoCAD SHX Text

REMOVE EXISTING ROAD SURFACING ASPHALT, LENGTH AS REQUIRED FOR NEW CONSTRUCTION

AutoCAD SHX Text

REMOVE EXISTING 60" CMP CULVERT, TYP OF 3

AutoCAD SHX Text

REMOVE EXISTING CONCRETE HEADWALL

AutoCAD SHX Text

PROTECT EXISTING ELECTRICAL PANEL AND SERVICE LINE

AutoCAD SHX Text

DELINEATED WETLAND BOUNDARY

AutoCAD SHX Text

DELINEATED WETLAND BOUNDARY

AutoCAD SHX Text

REMOVE EXISTING TREE

AutoCAD SHX Text

APPROXIMATE DEMOLITION EXTENTS (DEMOLITION LIMITS SHOWN FOR REFERENCE ONLY)

AutoCAD SHX Text

INSTALL TYPE III BARRICADES TO CLOSE ROAD DURING CONSTRUCTION

AutoCAD SHX Text

INSTALL TYPE III BARRICADES TO CLOSE ROAD DURING CONSTRUCTION

AutoCAD SHX Text

IDS AND CAMERA MONITORED CULVERT, DO NOT OBSTRUCT (3 EA)

AutoCAD SHX Text

ATTACHMENT:

AutoCAD SHX Text

FA4626-XX-X-XXXX

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

PAGE

AutoCAD SHX Text

PROJECT NUMBERS

AutoCAD SHX Text

ACAD DRAWING NUMBER

AutoCAD SHX Text

RECORD FILE NUMBER

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

REPAIR DRAINAGE AND OUTFALLS

AutoCAD SHX Text 1043872

AutoCAD SHX Text 07/12/23

AutoCAD SHX Text

TDH

AutoCAD SHX Text

JPJ

AutoCAD SHX Text

RCB

AutoCAD SHX Text

OUTFALL #6 EXISTING CONDITIONS AND DEMOLITION PLAN

AutoCAD SHX Text C3.3

AutoCAD SHX Text 22-074 C3.X

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 30'

AutoCAD SHX Text S C A L E

1404675016C

10+00 11+00 11+19

MALMSTROM AIR FORCE BASE, MONTANA

OUTFALL #1 - CULVERT 1-4 PROFILE

MAINTENANCE RAMP DETAIL

AutoCAD SHX Text

CP35

AutoCAD SHX Text

CP42

AutoCAD SHX Text

INSTALL NEW ACTUATORS ON ALL FOUR SLIDE GATES SEE SPECS

AutoCAD SHX Text NEW CONCRETE HEADWALL, RAILING, ACCESS SIDEWALK, & BASE SLAB SEE STRUCTURAL PLAN S2.0 SEE DETAILS

AutoCAD SHX Text

REPAIR END SECTION W/ TIE BOLTS AND LINER SEE DETAIL

AutoCAD SHX Text

NEW CONCRETE MAINTENANCE RAMP SEE DETAIL THIS SHEET

AutoCAD SHX Text

NEW LIGHTING SEE ELECTRICAL

AutoCAD SHX Text INSTALL 7 LF 42" RCP END SECTION CONNECT TO EXISTING RCP W/ TIE BOLTS TYP 3, SEE DETAIL

AutoCAD SHX Text

ELECTRICAL CONTROL PANEL SEE ELECTRICAL

AutoCAD SHX Text

98 LF NEW CHAIN LINK FENCE SEE DETAIL

AutoCAD SHX Text NEW 42" DIAMETER SLIDE GATE, TYP 4 ATTACH TO NEW CONCRETE HEADWALL PER MANUFACTURER'S RECOMMENDATIONS

AutoCAD SHX Text

282 SF CLASS 2 RIPRAP THICKNESS VARIES SEE DETAIL

AutoCAD SHX Text

CULVERT 1-4

AutoCAD SHX Text

CULVERT 1-1

AutoCAD SHX Text

CULVERT 1-2

AutoCAD SHX Text

CULVERT 1-3

AutoCAD SHX Text

INSTALL 19 LF 42" RCP CONNECT TO EXISTING RCP W/ TIE BOLTS SEE DETAIL

AutoCAD SHX Text

DELINEATED WETLAND BOUNDARY

AutoCAD SHX Text NEW SIGN DESCRIBING HANDWHEEL OPERATION PER MANUFACTURER'S RECOMMENDATIONS MOUNTED ON NEW HANDRAIL

AutoCAD SHX Text

AutoCAD SHX Text S3.0

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

AutoCAD SHX Text S3.1

AutoCAD SHX Text

AutoCAD SHX Text S5.1

AutoCAD SHX Text

NEW CONCRETE HEADWALL, RAILING, ACCESS SIDEWALK, & BASE SLAB

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

EXISTING CONCRETE HEADWALL

AutoCAD SHX Text

NEW 42" RCP END SECTION

AutoCAD SHX Text

NEW TIE BOLTS

AutoCAD SHX Text

NEW TIE BOLTS

AutoCAD SHX Text

NEW CONCRETE ACCESS RAMP SEE DETAIL

AutoCAD SHX Text

DOWEL NEW RAMP INTO EXISTING CONCRETE WALLS AND FLOOR SEE DETAIL SHEET S2.0

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

ATTACHMENT:

AutoCAD SHX Text

FA4626-XX-X-XXXX

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

PAGE

AutoCAD SHX Text

PROJECT NUMBERS

AutoCAD SHX Text

ACAD DRAWING NUMBER

AutoCAD SHX Text

RECORD FILE NUMBER

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

REPAIR DRAINAGE AND OUTFALLS

AutoCAD SHX Text 1043872

AutoCAD SHX Text 07/12/23

AutoCAD SHX Text

TDH

AutoCAD SHX Text

JPJ

AutoCAD SHX Text

RCB

AutoCAD SHX Text

OUTFALL #1 SITE AND UTILITY PLAN

AutoCAD SHX Text C4.0

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 30'

AutoCAD SHX Text S C A L E

AutoCAD SHX Text 15'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

AutoCAD SHX Text

AutoCAD SHX Text S C A L E

AutoCAD SHX Text

22-074 C4.X

AutoCAD SHX Text REMOVE EXISTING AND INSTALL NEW ACTUATOR AND 24" SLIDE GATE MATCH EXISTING SIZE & CONFIGURATION

AutoCAD SHX Text

NEW LIGHTING SEE ELECTRICAL

AutoCAD SHX Text NEW SIGN DESCRIBING HANDWHEEL OPERATION PER MANUFACTURER'S RECOMMENDATIONS MOUNTED ON EXISTING HANDRAIL

AutoCAD SHX Text PROTECT EXISTING METAL BARRIER REMOVE AND REINSTALL IF NECESSARY FOR CONSTRUCTION

AutoCAD SHX Text

REPAIR END SECTION W/ LINER AND CONCRETE SIMILAR TO 9/C5.0

AutoCAD SHX Text

ATTACHMENT:

AutoCAD SHX Text

FA4626-XX-X-XXXX

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

PAGE

AutoCAD SHX Text

PROJECT NUMBERS

AutoCAD SHX Text

ACAD DRAWING NUMBER

AutoCAD SHX Text

RECORD FILE NUMBER

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

REPAIR DRAINAGE AND OUTFALLS

AutoCAD SHX Text 1043872

AutoCAD SHX Text 07/12/23

AutoCAD SHX Text

TDH

AutoCAD SHX Text

JPJ

AutoCAD SHX Text

RCB

AutoCAD SHX Text

OUTFALL #2 SITE AND UTILITY PLAN

AutoCAD SHX Text C4.1

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 30'

AutoCAD SHX Text S C A L E

AutoCAD SHX Text

30+00 31+00 31+47

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

OUTFALL #3 - CULVERT PROFILE

AutoCAD SHX Text

CP25

AutoCAD SHX Text

CP37

AutoCAD SHX Text

238 SF CLASS 2 RIPRAP SEE DETAIL

AutoCAD SHX Text

APPROXIMATE BORING PIT EXTENTS

AutoCAD SHX Text

MAINTAIN POSITIVE DRAINAGE TO THE EAST

AutoCAD SHX Text

INSTALL 83 LF NEW 36" " WALL STEEL 12" WALL STEEL CULVERT BY BORING & JACKING

AutoCAD SHX Text

NEW ACTUATOR WITH CONTROLLER SEE SPECIFICATIONS

AutoCAD SHX Text

INSTALL NEW FLOW CONTROL STRUCTURE AND RELATED EQUIPMENT SEE DETAIL

AutoCAD SHX Text

INSTALL NEW OPERATOR ACCESS CATWALK SEE STRUCTURAL

AutoCAD SHX Text

NEW LIGHTING SEE ELECTRICAL

AutoCAD SHX Text

INSTALL 39 SY GRAVEL SURFACING MATCH EXISTING SECTION

AutoCAD SHX Text

CONNECT NEW 36" RCP TO NEW 36" STL PIPE SEE DETAIL

AutoCAD SHX Text

INSTALL 8 EA 18 LB ZINC ANODES PER DETAIL

AutoCAD SHX Text

INSTALL 45 LF NEW 36" CLASS 3 RCP

AutoCAD SHX Text

RCP FETS W/ SECURITY GRATE SEE DETAIL

AutoCAD SHX Text

DELINEATED WETLAND BOUNDARY

AutoCAD SHX Text

DELINEATED WETLAND BOUNDARY

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

AutoCAD SHX Text C5.1

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

AutoCAD SHX Text C5.1

AutoCAD SHX Text

REMOVE & REPLACE EXISTING 3-STRAND WIRE FENCE AS REQUIRED

AutoCAD SHX Text

PROTECT EXISTING SECURITY FENCE. MAINTAIN BASE SECURITY.

AutoCAD SHX Text NEW SIGN DESCRIBING HANDWHEEL OPERATION PER MANUFACTURER'S RECOMMENDATIONS MOUNTED TO CATWALK

AutoCAD SHX Text

INSTALL GRAVEL ACCESS PATH SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C4.4

AutoCAD SHX Text

GRADE TO EXISTING SURFACE AT 3:1 SLOPE OR GREATER

AutoCAD SHX Text

EXTEND ELECTRICAL SERVICE. SEE SHEET E1.0

AutoCAD SHX Text

235 SF CL I RIPRAP, 18" DEEP. SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

FLOW CONTROL STRUCTURE STA 31+33.37 IE 3384.38 SUMP 3383.38

AutoCAD SHX Text

CHAIN LINK SECURITY FENCE

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

NEW HANDRAIL AND ACCESS PLATFORM SEE STRUCTURAL DWGS S2.1, S3.2, & S3.3

AutoCAD SHX Text

WIRE FENCE

AutoCAD SHX Text

BURIED 18 LB ZINC ANODES

AutoCAD SHX Text

ATTACHMENT:

AutoCAD SHX Text

FA4626-XX-X-XXXX

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

PAGE

AutoCAD SHX Text

PROJECT NUMBERS

AutoCAD SHX Text

ACAD DRAWING NUMBER

AutoCAD SHX Text

RECORD FILE NUMBER

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

REPAIR DRAINAGE AND OUTFALLS

AutoCAD SHX Text 1043872

AutoCAD SHX Text 07/12/23

AutoCAD SHX Text

TDH

AutoCAD SHX Text

JPJ

AutoCAD SHX Text

RCB

AutoCAD SHX Text

OUTFALL #3 SITE AND UTILITY PLAN

AutoCAD SHX Text C4.2

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 30'

AutoCAD SHX Text S C A L E

AutoCAD SHX Text

OUTFALL #4 - CULVERT PROFILE

CONSTRUCTION NOTES

AutoCAD SHX Text

CP22

AutoCAD SHX Text

CP23

AutoCAD SHX Text

NEW MOTORIZED ACTUATOR AND 24" DIA SLIDE GATE

AutoCAD SHX Text

NEW ELECTRIC SERVICE SEE SHEET E2.0

AutoCAD SHX Text

NEW LIGHTING SEE ELECTRICAL

AutoCAD SHX Text

92 SF CONCRETE SEE DETAIL

AutoCAD SHX Text

RCP FETS W/ SECURITY GRATE SEE DETAIL

AutoCAD SHX Text

IE 3378.00

AutoCAD SHX Text

NEW CONCRETE PIPE TRANSITION HEADWALL (2 EA) SEE DETAIL

AutoCAD SHX Text

REPAIR END SECTION W/ TIE BOLTS AND LINER SEE DETAIL

AutoCAD SHX Text

115 SF CLASS 2 RIPRAP SEE DETAIL

AutoCAD SHX Text

REMOVE & REPLACE EXISTING 50 LF CULVERT W/ NEW 30" RCP

AutoCAD SHX Text

INSTALL 11 SY GRAVEL SURFACING MATCH EXISTING SECTION

AutoCAD SHX Text

NEW CONTROL PANEL SEE ELECTRICAL

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

DELINEATED WETLAND BOUNDARY

AutoCAD SHX Text INSTALL TEMPORARY SECURITY FENCING DURING CONSTRUCTION SEE CONSTRUCTION NOTE 1 THIS SHEET REINSTALL EXISTING OR REPLACE WITH SIMILAR SECURITY FENCE UPON COMPLETION OF CONSTRUCTION SEE DETAIL

AutoCAD SHX Text NEW SIGN DESCRIBING HANDWHEEL OPERATION PER MANUFACTURER'S RECOMMENDATIONS MOUNTED ON EXISTING HANDRAIL

AutoCAD SHX Text

AutoCAD SHX Text C5.1

AutoCAD SHX Text

AutoCAD SHX Text C5.1

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

INSTALL 64 LF 30" CURED-IN-PLACE PIPE LINER

AutoCAD SHX Text

GROUT PACK EXISTING BROKEN CONCRETE AT CONNECTION TO RCP PIPE

AutoCAD SHX Text

80 SF CLASS 2 RIPRAP SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

TIE BOLTS

AutoCAD SHX Text INSTALL 64 LF CURED-IN-PLACE PIPE LINER TO ENTIRE LENGTH OF EXISTING AND NEW CONCRETE PIPE SEE SPECIFICATIONS

AutoCAD SHX Text

ATTACHMENT:

AutoCAD SHX Text

FA4626-XX-X-XXXX

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

PAGE

AutoCAD SHX Text

PROJECT NUMBERS

AutoCAD SHX Text

ACAD DRAWING NUMBER

AutoCAD SHX Text

RECORD FILE NUMBER

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

REPAIR DRAINAGE AND OUTFALLS

AutoCAD SHX Text 1043872

AutoCAD SHX Text 07/12/23

AutoCAD SHX Text

TDH

AutoCAD SHX Text

JPJ

AutoCAD SHX Text

RCB

AutoCAD SHX Text

OUTFALL #4 SITE AND UTILITY PLAN

AutoCAD SHX Text C4.3

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 30'

AutoCAD SHX Text S C A L E

AutoCAD SHX Text

AutoCAD SHX Text 22-074 C4.X

AutoCAD SHX Text

1. TEMPORARY SECURITY FENCING TO MEET SPECIFICATIONS FROM: TEMPORARY SECURITY FENCING TO MEET SPECIFICATIONS FROM: AFMAN 32-1084: TYPE A2 - CHAIN LINK, 6 FT HIGH, SURMOUNTED BY 3 STRANDS OF BARBED WIRE, ANGLED OUTWARD FOR A TOTAL HEIGHT OF 7 FT. DODM 5100-76: a. FENCE FABRIC SHALL BE CHAIN LINK, I.E., GALVANIZED, ALUMINIZED, OR FENCE FABRIC SHALL BE CHAIN LINK, I.E., GALVANIZED, ALUMINIZED, OR PLASTIC-COATED WOVEN STEEL, 2-INCH SQUARE MESH MADE FROM 9-GAUGE DIAMETER WIRE, EXCLUDING COATING THAT MEETS FEDERAL SPECIFICATION RR-F-191K (REFERENCE (AQ)). b. THE MINIMUM HEIGHT OF THE FENCE FABRIC SHALL BE 6 FEET EXCLUDING THE MINIMUM HEIGHT OF THE FENCE FABRIC SHALL BE 6 FEET EXCLUDING TOP GUARD/OUTRIGGER. THE BOTTOM OF THE FENCE WILL EXTEND 2 INCHES INTO THE GROUND

1404675016C

60+00 61+00 61+06

GRAVEL PATH SECTION 1

C4.4

METAL GUARDRAIL - WOOD POST 2

C4.4

ACCESS ROAD SECTION 3

C4.4

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA OUTFALL #6 - CULVERT PROFILE

AutoCAD SHX Text

CP38

AutoCAD SHX Text

CP39

AutoCAD SHX Text

CP41

AutoCAD SHX Text NEW HEADGATES & ACTUATORS SEE SPECIFICATIONS NEW HEADWALL & SECURITY GRATING SEE SHEET S2.3

AutoCAD SHX Text

INSTALL 65 LF 60" RCP CULVERT (TYP 3)

AutoCAD SHX Text

NEW LIGHTING SEE ELECTRICAL

AutoCAD SHX Text

NEW CULVERT OUTLET HEADWALL & SECURITY GRATING, SEE DETAILS

AutoCAD SHX Text

223 SF CLASS 1 RIPRAP 18" DEEP

AutoCAD SHX Text

104 LF GUARDRAIL REINSTALL IN EXISTING LOCATION SEE DETAIL

AutoCAD SHX Text

86 LF GUARDRAIL REINSTALL IN EXISTING LOCATION SEE DETAIL

AutoCAD SHX Text

69 LF 4" WHITE PAINT STRIPE

AutoCAD SHX Text

460 SF CLASS 1 RIPRAP 18" DEEP

AutoCAD SHX Text

166 SY AC PAVEMENT SEE DETAIL

AutoCAD SHX Text

225 SF GRAVEL PATH SEE DETAIL THIS SHEET

AutoCAD SHX Text

ELECTRICAL CONTROL PANEL SEE ELECTRICAL

AutoCAD SHX Text

NEW CONCRETE ACCESS PLATFORM SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C4.4

AutoCAD SHX Text

AutoCAD SHX Text S3.0

AutoCAD SHX Text

DELINEATED WETLAND BOUNDARY

AutoCAD SHX Text

AutoCAD SHX Text C4.4

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

108 SY GRAVEL ACCESS ROAD SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text C4.4

AutoCAD SHX Text

AutoCAD SHX Text S3.1

AutoCAD SHX Text

AutoCAD SHX Text C4.4

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

SIM

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

SIM

AutoCAD SHX Text NEW SIGN DESCRIBING HANDWHEEL OPERATION PER MANUFACTURER'S RECOMMENDATIONS MOUNTED ON NEW HANDRAIL

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

NEW GUARDRAIL SEE DETAIL THIS SHEET

AutoCAD SHX Text

NEW ASPHALT ROADWAY SECTION

AutoCAD SHX Text

METAL HANDRAIL SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text S3.1

AutoCAD SHX Text

4" CRUSHED BASE COURSE - 1.5" MINUS

AutoCAD SHX Text NATURAL UNDISTURBED SOIL OR COMPACTED BACKFILL (COMPACT TO 90% OF STANDARD PROCTOR DENSITY)

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

WASHER & RECESS NUT

AutoCAD SHX Text

6" X 8" X14" WOOD BLOCK

AutoCAD SHX Text

W-BEAM

AutoCAD SHX Text 5/8" DIA. x 1'-6" GUARDRAIL BOLT

AutoCAD SHX Text

WOOD BLOCK

AutoCAD SHX Text

POST HOLES

AutoCAD SHX Text

WOOD POST

AutoCAD SHX Text

RAIL SPLICE

AutoCAD SHX Text

CL RAIL

AutoCAD SHX Text

TOP OF RAIL

AutoCAD SHX Text

RAIL SPLICE

AutoCAD SHX Text 3/4"x2 1/2" BOLT SLOT PATTERN IN RAIL ELEMENT (TYP)

AutoCAD SHX Text

TYPICAL BEAM SPLICE

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text

RAIL ELEMENT LENGTH = 13'-6 1/2"

AutoCAD SHX Text 3'-1 "12"

AutoCAD SHX Text

RAIL ELEMENTS SPLICED AT

AutoCAD SHX Text 6'-3"

AutoCAD SHX Text

25'-0" OR 12'-6"

AutoCAD SHX Text

DIRECTION OF ADJACENT TRAFFIC

AutoCAD SHX Text 6'-3"

AutoCAD SHX Text 3'-1 "12"

AutoCAD SHX Text 31"

AutoCAD SHX Text 1"

AutoCAD SHX Text

POST

AutoCAD SHX Text

POST

AutoCAD SHX Text

%%UWOOD POST AND MOUNTING DETAIL

AutoCAD SHX Text

%%UPLAN

AutoCAD SHX Text

%%UELEVATION

AutoCAD SHX Text 7"

AutoCAD SHX Text 2'-1"

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 1"

AutoCAD SHX Text

GEOTEXTILE SEPARATION & REINFORCING FABRIC

AutoCAD SHX Text

4" CRUSHED BASE COURSE - 1.5" MINUS

AutoCAD SHX Text NATURAL UNDISTURBED SOIL OR COMPACTED BACKFILL (COMPACT TO 90% OF STANDARD PROCTOR DENSITY)

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text 2%

AutoCAD SHX Text

ATTACHMENT:

AutoCAD SHX Text

FA4626-XX-X-XXXX

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

PAGE

AutoCAD SHX Text

PROJECT NUMBERS

AutoCAD SHX Text

ACAD DRAWING NUMBER

AutoCAD SHX Text

RECORD FILE NUMBER

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

REPAIR DRAINAGE AND OUTFALLS

AutoCAD SHX Text 1043872

AutoCAD SHX Text 07/12/23

AutoCAD SHX Text

TDH

AutoCAD SHX Text

JPJ

AutoCAD SHX Text

RCB

AutoCAD SHX Text

OUTFALL #6 SITE AND UTILITY PLAN

AutoCAD SHX Text C4.4

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 30'

AutoCAD SHX Text S C A L E

AutoCAD SHX Text

AutoCAD SHX Text 22-074 C4.X

1404675016C

TIE BOLT DETAIL 1

C5.0

PIPE CONNECTION DETAIL

STEEL PIPE TO RCP

C5.0

ASPHALT PAVEMENT SECTION 7

C5.0

CONCRETE PAVEMENT SECTION 8

C5.0

CABLE CONNECTION TO PIPE 3

C5.0

PLACEMENT OF SACRIFICIAL ANODE 2

C5.0

CULVERT END SECTION RIPRAP 5

C5.0

RIPRAP SECTION 6

C5.0

CONCRETE PIPE TRANSITION HEADWALL 4

C5.0

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

AutoCAD SHX Text

(TWO PER END SECTION)

AutoCAD SHX Text

GALVANIZED EYE BOLT

AutoCAD SHX Text %%uTIE BOLT CONNECTION%%u

AutoCAD SHX Text %%uTIE BOLT DETAIL%%u

AutoCAD SHX Text

2" MAX. (TYP.)

AutoCAD SHX Text

32" MIN.

AutoCAD SHX Text

(2) TIE BOLTS EACH AT 60° TO THE VERTICAL, USED TO TIE END SECTION TO ADJACENT STRAIGHT SECTION.

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

34" GALVANIZED STEEL BOLT

AutoCAD SHX Text NOTE: USE TWO TIE BOLTS ON ALL JOINTS, ONE ON EACH SIDE AT 60° TO THE VERTICAL. GALVANIZE ALL PARTS.

AutoCAD SHX Text

FIELD DRILLED 34" HOLE

AutoCAD SHX Text

CONCRETE PIPE COLLAR

AutoCAD SHX Text

36" CLASS 3 RCP PIPE

AutoCAD SHX Text

NO. 5 BARS AT 15" O.C.

AutoCAD SHX Text

CONCRETE PIPE COLLAR

AutoCAD SHX Text

NO. 5 BARS AT 15" O.C.

AutoCAD SHX Text

36" CLASS 3 RCP PIPE

AutoCAD SHX Text

36" 1/2 IN WALL STEEL PIPE PIPE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

%%USECTION A-A

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text NOTES: : 1. CONTRACTION JOINTS AT 10' MAX. CONTRACTION JOINTS AT 10' MAX. 2. EXPANSION JOINTS AT OBSTRUCTIONS.EXPANSION JOINTS AT OBSTRUCTIONS.

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

GEOTEXTILE SEPARATION & REINFORCING FABRIC

AutoCAD SHX Text

GEOTEXTILE SEPARATION & REINFORCING FABRIC

AutoCAD SHX Text

5" OF ASPHALTIC CONCRETE SURFACE COURSE (2 LIFTS)

AutoCAD SHX Text

18" CRUSHED BASE COURSE - 1.5" MINUS

AutoCAD SHX Text NATURAL UNDISTURBED SOIL OR COMPACTED BACKFILL (COMPACT TO 90% OF STANDARD PROCTOR DENSITY)

AutoCAD SHX Text

6" OF CRUSHED BASE COURSE - " MINUS34" MINUS

AutoCAD SHX Text 5" OF CONCRETE SURFACE COURSE W/#4 BARS @ 18" #4 BARS @ 18" O.C.E.W. CENTERED IN CONCRETE

AutoCAD SHX Text NOTES: 1. NEVER HANDLE ANODE BY LEAD WIRE. USE ONLY THE ANODE PACKAGE. 2. ANODES AND/OR PACKAGES SHOULD BE INSTALLED WITH LONG AXIS IN THE VERTICAL DIRECTION. 3. ANODE BACKFILL SHOULD CONSIST OF 75% GYPSUM, 20% BENTONITE, AND 5% SODIUM SULFATE AND SHOULD BE HYDRATED USING A MINIMUM OF 2 GALLONS FOLLOWING INSTALLATION.

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

(PLAN VIEW)

AutoCAD SHX Text C5.0

AutoCAD SHX Text

STEEL PIPE TO BE PROTECTED

AutoCAD SHX Text

INSULATED #12 AWG COPPER, TYPE HMWPE

AutoCAD SHX Text

APPROVED WELD CAP MATERIAL

AutoCAD SHX Text

PREPARE SURFACE OF FITTING

AutoCAD SHX Text

EXOTHERMIC WELD

AutoCAD SHX Text

LIMITS OF TRENCH EXCAVATION

AutoCAD SHX Text

STEEL PIPE TO BE PROTECTED

AutoCAD SHX Text

CABLE CONNECTION SEE DETAIL

AutoCAD SHX Text

LIMITS OF TRENCH EXCAVATION

AutoCAD SHX Text PLACE ANODE WITH ANODE BACKFILL OR ANODE PACKAGE IN NATIVE SOILS OUTSIDE OF TRENCH

AutoCAD SHX Text

TOP OF ANODE SHALL BE PLACED TO MATCH TOP OF PIPE

AutoCAD SHX Text

EDGE OF OUTFALL DITCH

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

RCP FET

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

GEOTEXTILE SEPARATION FABRIC

AutoCAD SHX Text NATURAL UNDISTURBED SOIL OR COMPACTED BACKFILL (COMPACT TO 90% OF STANDARD PROCTOR DENSITY)

AutoCAD SHX Text

CLASS 2 RIPRAP

AutoCAD SHX Text

2 ~ #4 BARS

AutoCAD SHX Text

2 ~ #4 BARS

AutoCAD SHX Text

GROUT FILLETS

AutoCAD SHX Text

#4 BARS AT APPROX. 12" OC THROUGHOUT SIDE WALL

AutoCAD SHX Text

#4 BARS AT APPROX. 12" OC THROUGHOUT SIDE WALL

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text A

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text

2" CL

AutoCAD SHX Text NOTES: 1. CHAMFER ALL EXPOSED CORNERS 1". REINFORCING STEEL TO BE NOT LESS THAN 1 " TO NEAREST FACE OF CONCRETE.12" TO NEAREST FACE OF CONCRETE.

AutoCAD SHX Text 8"

AutoCAD SHX Text

DIA. 36"

AutoCAD SHX Text 4'

AutoCAD SHX Text

%%USECTION A-A

AutoCAD SHX Text

%%UELEVATION

AutoCAD SHX Text

%%UPLAN

AutoCAD SHX Text

ATTACHMENT:

AutoCAD SHX Text

FA4626-XX-X-XXXX

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

PAGE

AutoCAD SHX Text

PROJECT NUMBERS

AutoCAD SHX Text

ACAD DRAWING NUMBER

AutoCAD SHX Text

RECORD FILE NUMBER

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

REPAIR DRAINAGE AND OUTFALLS

AutoCAD SHX Text 1043872

AutoCAD SHX Text 07/12/23

AutoCAD SHX Text

TDH

AutoCAD SHX Text

JPJ

AutoCAD SHX Text

RCB

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text 22-074 C5.0

AutoCAD SHX Text C5.0

CULVERT SECURITY GRATE 2

C5.1

FLOW CONTROL STRUCTURE 3

C5.1

CHAIN LINK SECURITY FENCE POST DETAIL 1

C5.1

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

A A

AutoCAD SHX Text

FLARED END SECTION

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text 1 1/2"x1/4" PLATE

AutoCAD SHX Text BOLTS SHALL BE 3/8" STAINLESS STEEL AND WASHERED. WELD THE NUTS CONNECTING GRATE TO RCP TO PREVENT REMOVAL OF THE GRATE.

AutoCAD SHX Text

RCP

AutoCAD SHX Text 1…

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

File details come from the government source that posted it. Updated Jan 10, 2025.