Attachment_4.2_-_Drawings_Pt_2.pdf

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Demo of Building 1150
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FA462619RA004
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NOTES:

1. Cut, cap and grout the two existing sanitary sewer services to Bldg 1150.

Grout should be flush with main line so as not to interfere with the main line flows.

2. Cut and remove existing sanitary sewer service line from Bldg 1150 until reaching the main service line. Abandon line in-place at locations shown on plans.

AIR FORCE GLOBAL STRIKE COM MAND

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APPR'D

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GLOBAL STRIKE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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SANITARY SEWER DEMO

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SRA SHELBY

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2LT HOWLAND

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DEBBIE PACE

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14 SEP 18

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V A

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6"

BASE POUR IN FIELD

OR PRECAST

#5 @ 12" O.C

EACH WAY

CONCRETE

FILLET

PIPE

27" RCP CL.II

(ASTM C-76)

1"

IFCO MODEL 525

GRATE OR

APPROVED EQUAL

NEW DRIVEWAY

CURB AND GUTTER

STORM INLET

NOT TO SCALE

GUTTER DEPRESSION

TO TOP OF GRATE

INLET CASTINGS

ADJUST INLET

CASTINGS TO GRADE

3'-0" FOR SINGLE INLET

6'-0" FOR DOUBLE INLET

SEE NOTE

EXPANSION JOINT

5'-0 TRANSITION ON

BOTH SIDES OF INLET

SUB BASE COURSE

NORMAL CURB

SECTION

4'-0"

2'-0"

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REINFORCING

CONCRETE APRON

FOR CURB INLET

NOT TO SCALE

NOTES:

1. Keep specified storm inlets in good working condition.

2. Upon new road construction move storm inlet to the curb of road.

3. Maintain site drainage to existing storm inlets.

4. Cut and cap specified storm drain inlets. remove and dispose of grates.

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MALMSTROM AIR FORCE BASE, MONTANA

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STORM WATER DEMO

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SRA SHELBY

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2LT HOWLAND

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14 SEP 18

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FILL

VARIES

MATCH EXISTING

SURFACE ELEVATION

EXISTING GROUND

3"

33.5"

EXISTIN SURFACE,

CURB OR GROUND

COMPACTED GRANULAR

" MINUS

5 COURSES-LANDSCAPE BLOCK

6-7/8"H PER COURSE W/ CAPSTONE

"ALLEN BLOCK TYPE SYSTEM OR

APPROVED EQUAL

FILL BLOCKS WITH

" MINUS GRAVEL

INSTALL GEOTEXTILE FABRIC BETWEEN

EARTH FILL AND GRANULAR FILL

COMPACTED GRANUALR FILL

SECURE CAPSTONE WITH

CONSTRUCTION ADHESIVE

TOP SOIL AND SOD

3:1 MAX SLOPE

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NOT TO SCALE

EXISTING WALL TYPICAL SECTION

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NEW WALL CONSTRUCTION

NOTES:

1. Imagery not up to date.

2. New wall to connect to existing wall

3. Use recycled blocks from building 1150

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WALL RECONSTRUCTION

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14 SEP 18

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6" 24"

2'-0" MIN

NOTE:

1. CONTRACTION JOINTS CUT AT 10 FOOT INTERVALS

2. EXPANSIONS JOINTS AT 50 FOOT INTERVALS

3. ROUND ALL SIDE EDGES AND JOINT EDGES WITH EDGING TOOL

4. THE TRANSITION LENGTH BETWEEN A NORMAL CURB SECTION AND A DROP CURB

SECTION SHALL BE 5'-0" UNLESS NOTED OTHERWISE

CURB DROP

2"

3" RADIUS

4" RADIUS

SEE TYPICAL

ASPHALT SECTION

SAWCUT EXISTING

ASPHALT

EXISTING

ASPHALT

SECTION

EXISTING

GRAVEL

SECTION

COMPACTED 1

" MINUS

CRUSHED BASE COURSE

NOT TO SCALE

TYPICAL CURB AND GUTTER DETAIL

GEOTEXTILE SEPARATION

FABRIC

TYPE "A" COMPACTED

TRENCH BACKFILL

3" ASPHALT

SURFACE COURSE

NOT TO SCALE

ASPHALT TYPICAL SECTION

12" SUBBASE

6" CRUSHED BASE COURSE

TYPICAL PAVEMENT SECTION DETAIL

12'

2% SLOPE

2% SLOPE

2'5' 2'

6" - 3/4" MINUS CRUSHED LEVELING COURSE

12" - 1.5" CRUSHED BASE COURSE

GEOTEXTILE FABRIC

GEOGRID

4" - 1.5" CRUSHED BASE COURSE

4" - CONCRETE SIDEWALK

8" - 1.5" CRUSHED BASE COURSE

BACKFILL OR EMBANKMENT (SEE SHEET 2 FOR GRADES)

COMPACTED SUBGRADE OR FILL

6" MIN. EXTENSION OF GRAVEL BEHIND BACK OF CURB

8" - 1.5" CRUSHED BASE COURSE

TYPICAL CURB AND GUTTER

TYPICAL CURB AND GUTTER

6" MIN. EXTENSION OF GRAVEL BEHIND BACK OF CURB

NOT TO SCALE

3" OF ASHALT

AIR FORCE GLOBAL STRIKE COM MAND

NOTES:

1. Remove tree next to fire hydrant.

2. Remove and dispose of bollards.

3. Extend pavement markings

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GLOBAL STRIKE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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GENERAL ROAD DESIGN

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SRA SHELBY

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2LT HOWLAND

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DEBBIE PACE

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14 SEPT 18

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LEGEND

EXISTING PAVEMENT

NEW SIDEWALK CONSTRUCTION

NEW ROAD CONSTRUCTION

AIR FORCE GLOBAL STRIKE COM MAND

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NEW PAVEMENTS

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SRA SHELBY

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14 SEPT 18

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EXISTING STORM DRAIN

AutoCAD SHX Text NOTE: 1. Maintain positive drainage to existing Maintain positive drainage to existing storm drains. Approximate grade should be -1%. 2. Elevations and slope arrows show Elevations and slope arrows show existing spot elevations and grade. 3. Finished approximate elevation after Finished approximate elevation after building demo 3411. 4. G G -Minor contour interval .25 FT -Major contour interval 1 FT ALL SURVEY DATA WAS COLLECTED IN UTM 12N WGS 84

AutoCAD SHX Text 1044085

AutoCAD SHX Text Approximate elevation after demo: 3411

Approximate grade after demo -1%

NOTES:

1. Contractor to provide design and installation of irrigation within specified limits

2. New irrigation supply with shutoff valve, air blowout connection, backflow preventer, irrigation controller

3. Tie new irrigation to existing irrigation system in BLVD

AIR FORCE GLOBAL STRIKE COM MAND

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DATE

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SAFETY

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MAINTENANCE ENGINEER

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COMMUNICATIONS

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USING AGENCY

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DATE

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OFFICE

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PROJECT ENGINEER

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CHIEF ENGINEER

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BASE CIVIL ENGINEER

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OFFICE

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ENVIRONMENTAL ENG.

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FIRE CHIEF

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CONSTRUCTION MGT.

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OFFICE

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AT/RPEC REP

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BIO-ENVIRONMENTAL

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DRAWN BY

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DESIGNED BY

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REVIEWED BY

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SCALE

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PLATE

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REV.

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DESCRIPTION

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DRAWN

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APPR'D

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GLOBAL STRIKE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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IRRIGATION PLAN

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SRA SHELBY

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2LT HOWLAND

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DEBBIE PACE

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14 SEP 18

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File details come from the government source that posted it.