03-Drawings.pdf

PDF 7 MB Posted Jun 14, 2023

Attached to: VGLZ 232004 Repair Exterior Envelope Building 507
Solicitation number: W50S8523B0012
Issued by: Department of the Army Michigan Army National Guard

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RANGE

DRIVING

LAKE ST. CLAIR

1 2 3 4 5

SHEET OF

Engineer/Consultants

Sheet Title

REPAIR

EXTERIOR

ENVELOPE

BLDG. 507

COVER

SHEET

1 8

REVISIONS:

Project Number:

File:

Drawn By:

Checked By:

M. Thompson

J. Austin

VGLZ 232004

Mark Date Description

PROJECT

Scale: NTS

Date: 07APR2023

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\CE Color PATCH small.jpg

VGLZ 232004

PROJECT INDEX

SHEET NO. DESCRIPTION

1 of 8 COVER SHEET

2 of 8 SITE PLAN

3 of 8 SOIL EROSION, SEDIMENTATION CONTROL

PLAN NOTES & DETAILS

4 of 8 SESC INSTALLATION NOTES AND DETAILS

5 of 8 DEMOLITION PLANS & ELEVATIONS

6 of 8 PLANS & ELEVATIONS

7 of 8 DETAILS AND SCHEDULES

8 of 8 MECHANICAL PLAN

MAIN GATE

BLDG 507

M. Thompson

REPAIR EXTERIOR ENVELOPE

BLDG. 507

SYMBOLS

WALL SECTION NO. 2 CAN BE

SEEN ON PAGE 7

ELEVATION MARKER

ELEVATION NO. 1 CAN BE

SEEN ON PAGE 10

ARCHITECTURAL SYMBOLSMATERIALS SYMBOLS

PLAN SECTION

CONCRETE

EARTH

GRAVEL

ABBREVIATIONS

BD BOARD

BLDG BUILDING

CMU CONCRETE MASONRY UNIT

(E) EXISTING

CONC. CONCRETE

FIN. FL. FINISHED FLOOR

M.H. MAN HOLE

MTL. MATERIAL

NIC NOT IN CONTRACT

HM HOLLOW METAL

MFR. MANUFACTURER

FIN. FINISH

DRAWING NAME

SCALE:

NO.

SHT

MASONRY

FENCE

BRICK

STORM

ST ST ST ST

MATERIAL TO BE

REMOVED

HIDDEN

DOOR ID NUMBER

GAS

GAS GAS GAS GAS

CATCH BASINCB

N.T.S NOT TO SCALE

C.O. CLEAN OUT

CB CATCH BASIN

WD WOOD

SIM. SIMILIAR

SS STAINLESS STEEL

T&B TOP AND BOTTOM

O.C. ON CENTER

O.H. OVERHEAD

UG UNDERGROUND

TYP. TYPICAL

WWF WELDED WIRE FABRIC

SANGB SELFRIDGE AIR NATL GUARD BASE

SAN SANITARY

FH FIRE HYDRANT

KVA KILOVOLT-AMPERES

SANITARY

WATER

MANHOLEMH

CT COURT

EX EXISTING

T.O. TOP OF

AutoCAD SHX Text W

AutoCAD SHX Text

ILS GLIDESLOPE

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PAPI

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JOY GATE

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SOUTH ST.

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TOWER

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GPN-12 SITE

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SMALL

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ARMS

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RANGE

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'C' ST.

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'D' ST.

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GOLF COURSE

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GOLF

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GATE

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SEA WALL

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PAPI

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LAUNCH

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BOAT

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DNR

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AutoCAD SHX Text 20181

AutoCAD SHX Text 20180

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STORAGE

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STORAGE

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GMQ-32 (NORTH)

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GLIDESLOPE ANTENNA

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ANTENNA

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HOT CARGO

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PAD

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PRIVATE INDUSTRIAL PARK

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DNR YARD

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SOUTH RIVER

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SCHOOL

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AT&T

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AutoCAD SHX Text P

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'E' ST.

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MARINA

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LAUNCH

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PG971

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SOUTH PERIMETER RD

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IRWIN ROAD

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SOUTH PERIMETER RD

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SCHOOLHOUSE RD

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E. JOY BLVD

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BUNKER RD

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WEST PERIMETER ROAD

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SCHILLING ST.

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EIELSON RD.

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DOOLITTLE DR

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AMMO RD

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NORTH PERIMETER ROAD

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ANDERSEN

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ELLSWORTH ST.

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ALTUS ST.

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CARSWELL ST.

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CASTLE AVE.

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PLATTSBURG ST.

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CASTLE AVE

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STABLES RD.

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ROSSO HWY

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FALCON DR.

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DOOLITTLE DR

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DOOLITTLE DR.

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NIKE ROAD

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MITCHELL ST

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SELFRIDGE AVE

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ASH ST

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PLEGUE AVE

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MAPLE ST

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OAK ST

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SUPPLY ST

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GEORGE AVE

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TUSKEGEE AIRMAN WAY

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WAGNER ST

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MITCHELL ST.

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GEORGE AVE

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WILBUR WRIGHT BLVD

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SUPERIOR ST.

AutoCAD SHX Text

STRAUBLE

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GEN. ANDREWS DR.

AutoCAD SHX Text

GEORGE AVE.

AutoCAD SHX Text

SKEEL

AutoCAD SHX Text

BOYLE

AutoCAD SHX Text

SKEEL

AutoCAD SHX Text

WOLD AVE.

AutoCAD SHX Text

BOYLE

AutoCAD SHX Text

LAKE ST

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LAKE ST.

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LUFBERRY ST

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KEITH AVE

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KELLY

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WEST PERIMETER RD

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FISH POND ROAD

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JEFFERSON AVE.

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RECREATION DR

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MAIN GATE

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N. PERIMETER RD

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BRIAN DR.

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JEFFERSON AVE

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DOOLITTLE DR

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SUPPLY ST

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MITCHELL ST

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LUKE AVE

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GEORGE AVE

AutoCAD SHX Text

E. JOY BLVD

AutoCAD SHX Text

HALL RD (M-59)

AutoCAD SHX Text I-94

AutoCAD SHX Text

JEFFERSON AVE

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CLINTON RIVER

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OLD NORTH RIVER RD

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NORTH RIVER RD

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NORTH RIVER RD

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IRWIN ROAD

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PRODUCTION DRIVE

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EXIT 240

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AVIATION DR

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CAMP GROUND

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SHORELINE

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SYLVIA ST

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DULUTH ST

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MILAN ST

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DULUTH ST

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SOUTH RIVER RD

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SOUTH RIVER RD

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BRIDGEVIEW ST

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E. DULUTH ST

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SOUTHPOINTE

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MEMORY LANE

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MILAN ST

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SOUTH RIVER RD

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SOUTH RIVER RD

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SEA RAY DR.

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MR. MAC DR.

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AMBER DR

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GOLDIE DR.

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ACCESS DRIVE

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ACCESS DRIVE

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ACCESS DRIVE

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ACCESS DRIVE

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ACCESS DRIVE

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ACCESS DRIVE

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ACCESS DRIVE

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AIR PARK

AutoCAD SHX Text

WOLD AVE.

AutoCAD SHX Text

ERIE ST

AutoCAD SHX Text

SUGARBUSH ROAD

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TAXIWAY 'A'

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TAXIWAY 'C'

AutoCAD SHX Text

TAXIWAY 'C'

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TAXIWAY 'B'

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TAXIWAY 'B'

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TAXIWAY 'H'

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TAXIWAY 'J'

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TAXIWAY 'M'

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TAXIWAY 'L'

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TAXIWAY 'B'

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TAXIWAY 'K'

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TAXIWAY 'A'

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TAXIWAY 'G'

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TAXIWAY 'A'

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TAXIWAY 'G'

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TAXIWAY 'E'

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GUN BUTT

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DNR PROPERTY

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CLINTON RIVER

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CLINTON RIVER

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CLINTON RIVER

AutoCAD SHX Text

AutoCAD SHX Text 6776-Track

AutoCAD SHX Text 6775-Soccer

AutoCAD SHX Text

JOHNSON ST

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TOWN CENTER BLVD

AutoCAD SHX Text

TOWN CENTER BLVD

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DASR

AutoCAD SHX Text

WILEY CIR

AutoCAD SHX Text Field

AutoCAD SHX Text

DTE

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ASR

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DIGGER ODELL

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DIGGER

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0DELL

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TUSKEGEE AIRMAN WAY

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SOUTH PERIMETER RD

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GEORGE AVE

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WEST PERIMETER ROAD

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AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

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BASE, MICHIGAN

AutoCAD SHX Text

1. THE PLAN AND UNDERGROUND THE PLAN AND UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE GOVERNMENT MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE GOVERNMENT FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION.

AutoCAD SHX Text NOTE: FOR INFORMATION PURPOSES ONLY. NOT FOR DESIGN OR CONSTRUCTION. FIELD VERIFY DIMENSIONS PRIOR TO DESIGN AND PRIOR TO CONSTRUCTION.

' 6

S NWE

SHEET OF

Engineer/Consultants

Sheet Title

SITE PLAN

2 8

REVISIONS:

Mark Date Description

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

FRENCH DRAIN DETAIL

SCALE: 1-1/2" = 1'-0"

GRADE SITE TYP. ALL AROUND

FINISH FLOOR

TOP SOIL

LANDSCAPE FILTER CLOTH

CLEAN COURSE ROCK

(E) CONC.

FOUND.

MIN

6" PERF. STORM WATER

DRAINAGE PIPE (HOLES DOWN)

2'-10"

10"

SITE PLAN

SCALE:1:10

GENERAL NOTES:

1. VERIFY ALL SITE CONDITIONS PRIOR TO CONSTRUCTION.

2. VERIFY LOCATION OF GROUND LOOPS WITH THE CONTRACTING OFFICER PRIOR TO GRADING OR

INSTALLING THE DRAINS. NOTIFY THE CONTRACTING OFFICER IF CONFLICTS ARE DISCOVERED BETWEEN

DRAINS AND EXISTING GROUNDING LOOPS. DO NOT PROCEED WITH IN-GROUND INSTALLATIONS UNTIL

CONFLICTS ARE RESOLVED AND THE CONTRACTING OFFICER ISSUES APPROVAL.

I N

POLAR

NORTH

PROJECT

NORTH

S T

(E) EXTERIOR WALL

EQUIPMENT PAD

SCALE: 1-1/2" = 1'-0"

12"

MIN

(E) EXTERIOR WALL

FIN. FLR. 100'-0"

CONC. EQUIP. PAD VERIFY CONC. SLAB SIZE

W/ CERTIFIED MINI SPLIT OUTDOOR UNIT

SHOP DRAWINGS.

WWF 6x6-W4xW4

GRADE

FIN. FLR. 100'-0"

FIN FLOOR ELEVATION = 100'-0" = 583.5'

10"

MINI SPLIT OUTDOOR UNIT

MIN

10"

MIN

M I N

S L O

P E

D N

REPAIR

EXTERIOR

ENVELOPE

BLDG. 507

Project Number:

File:

Drawn By:

Checked By:

M. Thompson

J. Austin

VGLZ 232004

PROJECT

Scale: NTS

Date: 07APR2023

M. Thompson

D I

A D

S W

A L E

BLEND SWALE INTO

CB ELEVATION

BLEND SWALE INTO

FINAL GRADE

582.0'+/-

584.0'

582.0'

LEGEND:

SPOT ELEVATIONS

CONC OR ASPHALT

BUILDING

EXISTING CONTOURS

EXISTING SPOT ELEVATIONS

EXISTING TREE

PROPOSED ELEVATIONS

KEYED NOTES:

1. NEW EDGE OF COMPACTED CRUSHED STONE.

2. 24"X24" SPLASH BLOCK

3. 3'X6' CONC PAD

4. GRASS AROUND BLDG PERIMETER

5. (E) UTILITY POLE TO BE REMOVED BY OTHERS.

6. 6" PERFORATED STORM WATER PIPE

7. LINE OF FRENCH DRAIN

8. (E) ELECTRICAL BOX

9. (E) TRANSFORMER PAD

10. (E) GRADE SLOPES DOWN FROM BLDG TO DITCH

11. EXISTING GATE POST WITH GATE

12. REMOVE APPROX 18CY YARDS OF CRUSHED STONE FOR GRADING

OF SITE. REINSTALL PAVING AFTER GRADING, BUT TO CLOSER THAN

10' TO BUILDING. AREA OF REMOVED PAVING. REPLACE W, SEEDED

LANDSCAPING AND TOPSOIL.

13. NEW GENERATOR PAD

14. CONNECT 6" STORM WATER PIPE TO (E) CB. RESET TOP OR CB AS NECESSARY TO FINISH

GRADE ELEVATION. PROVIDE SILT CONTROL DURING CONSTRUCTION. PROTECT CB AND

SITE PERIMETER AS REQUIRED BY STATE AND LOCAL CODES AND ORDINANCES.

15. SLOPE AWAY FROM BUILDING AT MIN 2% SLOPE

583.0

582.9

GRASS

AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

AutoCAD SHX Text

NOTE: FOR INFORMATION PURPOSES ONLY. NOT FOR DESIGN OR CONSTRUCTION. FIELD VERIFY DIMENSIONS PRIOR TO DESIGN AND PRIOR TO CONSTRUCTION.

MCCOPW SOIL EROSION AND SEDIMENTATION CONTROL NOTES

AND MAINTENANCE NOTES

1. THIS PROJECT SHALL BE CONSTRUCTED IN COMPLIANCE WITH PART 91 OF ACT 451 OF 1994, AS AMENDED, THE

SOIL EROSION AND SEDIMENTATION CONTROL ACT AND THE MACOMB COUNTY SOIL EROSION AND

SEDIMENTATION CONTROL ORDINANCE.

2. ALL EROSION AND SEDIMENTATION CONTROL WORK SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS

OF THE MACOMB COUNTY PUBLIC WORKS OFFICE.

3. EROSION AND ANY SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE AND NOT

ALLOWED TO COLLECT ON ANY OFF SITE AREAS OR IN WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL AND

MAN MADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES, AND PONDS.

4. STAGING THE WORK WILL BE DONE BY THE LANDOWNER OR LANDOWNER'S REPRESENTATIVE AS DIRECTED IN

THESE PLANS AND AS REQUIRED TO ENSURE PROGRESSIVE STABILIZATION OF DISTURBED EARTH CHANGE.

5. THE LANDOWNER OR LANDOWNER'S REPRESENTATIVE SHALL BE RESPONSIBLE FOR INSTALLATION AND

MAINTENANCE OF SOIL EROSION AND SEDIMENTATION CONTROL DEVICES.

6. THE LANDOWNER OR LANDOWNER'S REPRESENTATIVE SHALL IMPLEMENT AND MAINTAIN THE SOIL EROSION

CONTROL MEASURES AS SHOWN ON THE PLANS BEFORE AND AT ALL TIMES DURING CONSTRUCTION ON THIS

PROJECT. ANY MODIFICATIONS OR ADDITIONS TO SOIL EROSION CONTROL MEASURES DUE TO CONSTRUCTION

OR CHANGED CONDITIONS SHALL BE COMPLIED WITH AS REQUIRED OR DIRECTED BY THE MACOMB COUNTY

PUBLIC WORKS OFFICE.

7. IF ANY OF THE SESC MEASURES ON THE SITE ARE DEEMED INADEQUATE OR INEFFECTIVE, THE MACOMB

COUNTY PUBLIC WORKS OFFICE SESC DIVISION HAS THE RIGHT TO REQUIRE ADDITIONAL SESC MEASURES AT

THE EXPENSE OF THE LANDOWNER.

8. INSTALL SILT FENCE AS INDICATED ON THE PLAN AND AT ADDITIONAL AREAS AS NECESSARY.

A. SILT FENCE SHALL BE INSTALLED PER DETAIL

B. BUILD UP OF SEDIMENT SHALL BE REMOVED WHEN SEDIMENT ACCUMULATES TO 1/3 TO 1/2

OF THE HEIGHT OF THE SILT FENCE.

C. IF SILT FENCE FABRIC DECOMPOSES OR BECOMES INEFFECTIVE PRIOR TO THE END OF

EXPECTED USABLE LIFE AND THE BARRIER IS STILL REQUIRED, THE SILT FENCE SHALL BE

REPLACED PROMPTLY.

D. SILT FENCE SHALL BE INSPECTED WEEKLY UNDER NORMAL CONDITIONS, WITHIN 24 HOURS

OF RAINFALL AND DAILY DURING A PROLONGED RAIN EVENT. REQUIRED MAINTENANCE SHALL

BE PROVIDED PROMPTLY.

9. INSTALL BAG AND FRAME INLET PROTECTORS ON ALL CATCH BASINS AND MAN HOLES PER DETAILS.

A. INLET FILTERS SHALL BE INSPECTED WEEKLY UNDER NORMAL CONDITIONS, WITHIN 24 HOURS F RAINFALL, AND DAILY DURING A PROLONGED RAIN EVENT.

B. BUILDUP OF SEDIMENT AND DEBRIS SHALL BE REMOVED PROMPTLY.

C. IF FABRIC DECOMPOSES OR BECOMES INEFFECTIVE PRIOR TO THE END OF EXPECTED USABLE LIFE AND

THE BARRIER IS STILL REQUIRED, THE FABRIC SHALL BE REPLACED PROMPTLY.

10. INLET PROTECTORS AND DISCHARGE BAGS SHALL BE INSPECTED DAILY. IF ANY DEWATERING IS NEEDED, IT

SHALL BE DISCHARGED THROUGH A FILTER BAG OVER A WELL VEGETATED AREA. THE PUMP MUST DISCHARGE

AT A NON-EROSIVE VELOCITY. IF NECESSARY, AN APPROVED ENERGY DISSIPATER MAY BE USED.

11. ALL STOCK PILED SOILS SHALL BE MAINTAINED IN SUCH A WAY AS TO PREVENT EROSION FROM LEAVING THE

SITE. IF THE STOCKPILE WILL BE ON SITE FOR MORE THAN 30 DAYS, THE STOCKPILE MUST BE SEEDED. SILT

FENCE MUST BE INSTALLED AROUND THE PERIMETER OF THE STOCKPILE. NO EXCAVATED MATERIAL WILL BE

STOCKPILED ON SITE.

12. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH UNWETHERED SMALL GRAIN STRAW, SPREAD

UNIFORMLY AT THE TARE OF 1-1/2 TO 2 TONS PER ACRE OR 100 POUNDS (2-3 BALES) PER1000 SQUARE FEET.

THIS MULCH SHOULD BE ANCHORED WITH DISC TYPE MULCH ANCHORING TOOL OR OTHER MEANS AS

APPROVED BY THE MACOMB COUNTY PUBLIC WORKS OFFICE. MULCH MATTING MAY BE USED IN LIEU OF LOOSE

MULCH.

13. ALL DIRT TRACKED ONTO ANY ROADWAY SHALL BE REMOVED IMMEDIATELY.

14. STREETS AND OR PARKING AREAS WILL BE SCRAPED ON A DAILY BASIS AND SWEPT AT A MINIMUM OF ONCE PER

WEEK BY THE LANDOWNER OR LANDOWNER'S REPRESENTATIVE.

15. DURING DRY PERIODS, ALL DISTURBED AREAS SHALL BE WATERED FOR DUST CONTROL.

16. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR ANY DISTURBED

LAND AREA SHALL BE COMPLETED WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR THE FINAL EARTH

CHANGE HAS BEEN COMPLETED. WHEN IT IS NOT POSSIBLE TO PERMANENTLY STABILIZE A DISTURBED ARE

AFTER EARTH CHANGE HAS BEEN COMPLETED OR WHERE SIGNIFICANT EARTH CHANGE SHALL BEEN

COMPLETED OR WHERE SIGNIFICANT EARTH CHANGES ACTIVITY CEASES, TEMPORARY SOIL EROSION CONTROL

MEASURES SHALL BE IMPLEMENTED IMMEDIATELY. ALL TEMPORARY SOIL EROSION CONTROL SHALL BE

MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL MEASURE ARE IMPLEMENT. ALL PERMANENT SOIL

EROSION CONTROL MEASURES WILL BE IMPLEMENTED AND ESTABLISHED BEFORE A CERTIFICATE OF

COMPLIANCE IS ISSUED.

17. FINAL GRADE, ESTABLISH VEGETATION, AND OR LANDSCAPE ALL DISTURBED AREAS NOT BUILD OR PAVED UPON.

18. REMOVE ALL TEMPORARY SOIL EROSION DEVICES AFTER PERMANENT STABILIZATION IS ESTABLISHED.

SOIL TYPES: SEE SOIL DESCRIPTION THIS SHEET.

NAME OF NEAREST WATERCOURSE IN FEET: CLINTON RIVER, SOUTH.

DISTANCE TO NEAREST WATERCOURSE IN FEET: 2,100 FT.

NAME(S) AND PHONE NUMBERS (S) FOR THE PERSON(S) RESPONSIBLE FOR THE MAINTENANCE OF ALL

TEMPORARY SOIL EROSION CONTROL MEASURES WILL BE PROVIDED WHEN THE CONTRACTOR IS SELECTED.

CONTRACTOR INFO TBD. NAME: PHONE: EMAIL:

NOTE:

THE CONTRACTOR SHALL PROVIDE THE NAME AND NUMBERS ON CONTACTS FOR ALL TEMPORARY &

PERMANENT EROSION CONTROL MEASURES AT THE TIME OF PERMIT.

APPROXIMATE START DATE:_______________________

APPROXIMATE COMPLETION DATE:_________________

TOTAL ACRES DISTURBED: 0.21

I UNDERSTAND MY RESPONSIBILITY OUTLINED UNDER THESE GUIDELINES.

LANDOWNER'S SIGNATURE:___________________________________________ DATE:______________

T.O. CB

SURVEY & SUBDIVISION OF PC 693 PART LOT 1 DESC AS FOLL;BEG AT INTER OF E LINE P.C.693 & CEN OF N RIVER

RD;TH S72*18'W 866 FT;TH N0*22'30''W 904.7 FT;TH N89*37'30''E 297 FT;TH N0*22' 30''W 148.5 FT;TH S89*37'30''W 297 FT;TH

N0*22'30''W 4011.3 FT;TH N89*02'30''E 834.5 FT;TH S0*19'E 4814.83 FT TO POB. EXC N 900 FT. 75.41 A

LEGAL DESCRIPTION

SELFRIDGE AIR NATIONAL GUARD BASE

Soils:

6.7% Ceresco fine sandy loam: 212,311 sq.ft

2.4% Cohoctah fine sandy loam: 77,280 sq.ft

19.3% Lamson fine sandy loam: 612,760 sq.ft

0.8% Lenawee clay loam: 25,767 sq.ft

13.4% Made land: 426,047 sq.ft

6.1% Sanitary land fill: 192,297 sq.ft

48.1% Selfridge-Lenawee complex 0 to 4 percent slopes: 1,525,729 sq.ft

3.1% Sloan loam: 98,882 sq.ft

Flood Zone Search Result: This property is NOT in a Flood Zone.

But, a Flood Zone code ( AE ) is nearby.

The nearest Flood Zone is between 200-500 feet away.

SOILS DESCRIPTION

SURVEY & SUBDIVISION OF PC 693 PART LOT 1 DESC AS FOLL;BEG AT INTER OF E LINE P.C.693 & CEN OF N RIVER

RD;TH S72*18'W 866 FT;TH N0*22'30''W 904.7 FT;TH N89*37'30''E 297 FT;TH N0*22' 30''W 148.5 FT;TH S89*37'30''W 297 FT;TH

N0*22'30''W 4011.3 FT;TH N89*02'30''E 834.5 FT;TH S0*19'E 4814.83 FT TO POB. EXC N 900 FT. 75.41 A

LEGAL DESCRIPTION

SELFRIDGE AIR NATIONAL GUARD BASE

Soils:

6.7% Ceresco fine sandy loam: 212,311 sq.ft

2.4% Cohoctah fine sandy loam: 77,280 sq.ft

19.3% Lamson fine sandy loam: 612,760 sq.ft

0.8% Lenawee clay loam: 25,767 sq.ft

13.4% Made land: 426,047 sq.ft

6.1% Sanitary land fill: 192,297 sq.ft

48.1% Selfridge-Lenawee complex 0 to 4 percent slopes: 1,525,729 sq.ft

3.1% Sloan loam: 98,882 sq.ft

Flood Zone Search Result: This property is NOT in a Flood Zone.

But, a Flood Zone code ( AE ) is nearby.

The nearest Flood Zone is between 200-500 feet away.

SOILS DESCRIPTION

RANGE

DRIVING

LAKE ST. CLAIR

OPERATION TIME SCHEDULE

2023 - 2024

OCT NOV DEC JAN FEB

INSTALL EROSION CONTROL MEASURES

REMOVE HAZARDOUS MATERIALS

ELECTRICAL HAZARDOUS

REMOVAL OF DEBRIS

PRE-DEMOLITION

DEMOLITION PHASE

WASTE MANAGEMENT

RECYCLING OF WASTE

TRANSPORTATION OF WASTE

POST DEMOLITION ACTIVITIES

GRADING OPERATIONS

REPORTING

SHEET OF

Engineer/Consultants

Sheet Title

SOIL EROSION,

SEDIMENTATION

CONTROL PLAN

NOTES & DETAILS

3 8

REVISIONS:

Mark Date Description

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

EXISTING TOPOGRAPHICAL PLAN

SCALE: 1:10'

REPAIR

EXTERIOR

ENVELOPE

BLDG. 507

Project Number:

File:

Drawn By:

Checked By:

M. Thompson

J. Austin

VGLZ 232004

PROJECT

Scale: NTS

Date: 07APR2023

M. Thompson

LEGEND:

BAG & FRAME INLET PROTECTOR

SPOT ELEVATIONS

SILT FENCE

STONE ACCESS DRIVE

CONC OR ASPHALT

BUILDING

EXISTING CONTOURS

EXISTING SPOT ELEVATIONS

EXISTING TREE

LIMIT OF ARE TO BE DISTURBED

NOTE:

THIS PROJECT SHALL BE CONSTRUCTED IN COMPLIANCE

WITH PART 91 OF ACG 451 OF 1994, AS AMENDED. "THE

SOIL EROSION AND SEDIMENT CONTROL ACT"

ALL TEMPORARY EROSION & SEDIMENT CONTROL

PRACTICES SHOULD BE INSPECTED DAILY. CONTRACTOR

SHALL REMOVE TRASH AND DISPOSE OF IN A PROPER

MANNER

NOTE:

GROSS ACREAGE DISTURBED IS 9,107SF OR 0.21 ACRES

NOTE:

THE CONTRACTOR SHALL SWEEP ROADS & PARKING

AREAS DAILY AS REQUIRED BY M.C.O.P.W.C. & SELFRIDGE

ANG BASE.

RESTORE ALL DISTURBED AREAS WITH TOPSOIL, SEED &

MULCH.

DEWATERING IS ANTICIPATED ON THIS PROJECT.

THE SOIL EROSION CONTACT PERSON WILL BE PROVIDED

WHEN THE CONTRACTOR IS SELECTED.

BENCH MARK No. 1

LOCATED ON CENTERPOINT OF SAN. MH

21'+/- N.OF SELFRIDGE AVE. 61'+/- E.OF BUILDING 127.

ELEVATION: 576.71

SOIL EROSION QUANTITIES:

SILT FENCE 215 LF

BAG AND FRAME INLET PROTECTOR 1 EA

TEMPORARY STOCK PILE AREAS 1 EA

LOCATION MAP

OPERATION TIME SCHEDULE

SITE MAP

NOTE:

OPERATION TIME SCHEDULE UNKNOWN DUE TO FUNDING CONSTRAINTS. WILL PROVIDE UPDATE.

STOCK PILE AREA

LAKE

ST. CLAIR

HALL RD

B-507

MAIN

GATE

W E

SEDIMENT

TEMPORARY

AutoCAD SHX Text W

AutoCAD SHX Text

ILS GLIDESLOPE

AutoCAD SHX Text

PAPI

AutoCAD SHX Text

JOY GATE

AutoCAD SHX Text

SOUTH ST.

AutoCAD SHX Text

TOWER

AutoCAD SHX Text

GPN-12 SITE

AutoCAD SHX Text

SMALL

AutoCAD SHX Text

ARMS

AutoCAD SHX Text

RANGE

AutoCAD SHX Text

'C' ST.

AutoCAD SHX Text

'D' ST.

AutoCAD SHX Text

GOLF COURSE

AutoCAD SHX Text

GOLF

AutoCAD SHX Text

GATE

AutoCAD SHX Text

SEA WALL

AutoCAD SHX Text

PAPI

AutoCAD SHX Text

LAUNCH

AutoCAD SHX Text

BOAT

AutoCAD SHX Text

DNR

AutoCAD SHX Text

AutoCAD SHX Text 20181

AutoCAD SHX Text 20180

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

GMQ-32 (NORTH)

AutoCAD SHX Text

GLIDESLOPE ANTENNA

AutoCAD SHX Text

ANTENNA

AutoCAD SHX Text

HOT CARGO

AutoCAD SHX Text

PAD

AutoCAD SHX Text

PRIVATE INDUSTRIAL PARK

AutoCAD SHX Text

DNR YARD

AutoCAD SHX Text

SOUTH RIVER

AutoCAD SHX Text

SCHOOL

AutoCAD SHX Text

MAC &

AutoCAD SHX Text

AT&T

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text

'E' ST.

AutoCAD SHX Text

MARINA

AutoCAD SHX Text

LAUNCH

AutoCAD SHX Text

PG971

AutoCAD SHX Text

SOUTH PERIMETER RD

AutoCAD SHX Text

IRWIN ROAD

AutoCAD SHX Text

SOUTH PERIMETER RD

AutoCAD SHX Text

SCHOOLHOUSE RD

AutoCAD SHX Text

E. JOY BLVD

AutoCAD SHX Text

BUNKER RD

AutoCAD SHX Text

WEST PERIMETER ROAD

AutoCAD SHX Text

SCHILLING ST.

AutoCAD SHX Text

EIELSON RD.

AutoCAD SHX Text

DOOLITTLE DR

AutoCAD SHX Text

AMMO RD

AutoCAD SHX Text

NORTH PERIMETER ROAD

AutoCAD SHX Text

ANDERSEN

AutoCAD SHX Text

ELLSWORTH ST.

AutoCAD SHX Text

ALTUS ST.

AutoCAD SHX Text

CARSWELL ST.

AutoCAD SHX Text

CASTLE AVE.

AutoCAD SHX Text

PLATTSBURG ST.

AutoCAD SHX Text

CASTLE AVE

AutoCAD SHX Text

STABLES RD.

AutoCAD SHX Text

ROSSO HWY

AutoCAD SHX Text

FALCON DR.

AutoCAD SHX Text

DOOLITTLE DR

AutoCAD SHX Text

DOOLITTLE DR.

AutoCAD SHX Text

NIKE ROAD

AutoCAD SHX Text

MITCHELL ST

AutoCAD SHX Text

SELFRIDGE AVE

AutoCAD SHX Text

ASH ST

AutoCAD SHX Text

PLEGUE AVE

AutoCAD SHX Text

MAPLE ST

AutoCAD SHX Text

OAK ST

AutoCAD SHX Text

SUPPLY ST

AutoCAD SHX Text

GEORGE AVE

AutoCAD SHX Text

TUSKEGEE AIRMAN WAY

AutoCAD SHX Text

WAGNER ST

AutoCAD SHX Text

MITCHELL ST.

AutoCAD SHX Text

GEORGE AVE

AutoCAD SHX Text

WILBUR WRIGHT BLVD

AutoCAD SHX Text

SUPERIOR ST.

AutoCAD SHX Text

STRAUBLE

AutoCAD SHX Text

GEN. ANDREWS DR.

AutoCAD SHX Text

GEORGE AVE.

AutoCAD SHX Text

SKEEL

AutoCAD SHX Text

BOYLE

AutoCAD SHX Text

SKEEL

AutoCAD SHX Text

WOLD AVE.

AutoCAD SHX Text

BOYLE

AutoCAD SHX Text

LAKE ST

AutoCAD SHX Text

LAKE ST.

AutoCAD SHX Text

LUFBERRY ST

AutoCAD SHX Text

KEITH AVE

AutoCAD SHX Text

KELLY

AutoCAD SHX Text

WEST PERIMETER RD

AutoCAD SHX Text

FISH POND ROAD

AutoCAD SHX Text

JEFFERSON AVE.

AutoCAD SHX Text

RECREATION DR

AutoCAD SHX Text

MAIN GATE

AutoCAD SHX Text

N. PERIMETER RD

AutoCAD SHX Text

BRIAN DR.

AutoCAD SHX Text

JEFFERSON AVE

AutoCAD SHX Text

DOOLITTLE DR

AutoCAD SHX Text

SUPPLY ST

AutoCAD SHX Text

MITCHELL ST

AutoCAD SHX Text

LUKE AVE

AutoCAD SHX Text

GEORGE AVE

AutoCAD SHX Text

E. JOY BLVD

AutoCAD SHX Text

HALL RD (M-59)

AutoCAD SHX Text I-94

AutoCAD SHX Text

JEFFERSON AVE

AutoCAD SHX Text

CLINTON RIVER

AutoCAD SHX Text

OLD NORTH RIVER RD

AutoCAD SHX Text

NORTH RIVER RD

AutoCAD SHX Text

NORTH RIVER RD

AutoCAD SHX Text

IRWIN ROAD

AutoCAD SHX Text

PRODUCTION DRIVE

AutoCAD SHX Text

EXECUTIVE DRIVE

AutoCAD SHX Text

EXECUTIVE DRIVE

AutoCAD SHX Text

EXIT 237

AutoCAD SHX Text

EXIT 240

AutoCAD SHX Text

AVIATION DR

AutoCAD SHX Text

CAMP GROUND

AutoCAD SHX Text

SHORELINE

AutoCAD SHX Text

SYLVIA ST

AutoCAD SHX Text

DULUTH ST

AutoCAD SHX Text

MILAN ST

AutoCAD SHX Text

DULUTH ST

AutoCAD SHX Text

SOUTH RIVER RD

AutoCAD SHX Text

SOUTH RIVER RD

AutoCAD SHX Text

BRIDGEVIEW ST

AutoCAD SHX Text

E. DULUTH ST

AutoCAD SHX Text

SOUTHPOINTE

AutoCAD SHX Text

MEMORY LANE

AutoCAD SHX Text

MILAN ST

AutoCAD SHX Text

SOUTH RIVER RD

AutoCAD SHX Text

SOUTH RIVER RD

AutoCAD SHX Text

SEA RAY DR.

AutoCAD SHX Text

MR. MAC DR.

AutoCAD SHX Text

EVERGREEN DR.

AutoCAD SHX Text

FAIRCLOTH DR.

AutoCAD SHX Text

SEABREEZE DR

AutoCAD SHX Text

SPINDRIFT DR.

AutoCAD SHX Text

AMBER DR

AutoCAD SHX Text

GOLDIE DR.

AutoCAD SHX Text

SEA RAY DR.

AutoCAD SHX Text

ACCESS DRIVE

AutoCAD SHX Text

ACCESS DRIVE

AutoCAD SHX Text

ACCESS DRIVE

AutoCAD SHX Text

ACCESS DRIVE

AutoCAD SHX Text

ACCESS DRIVE

AutoCAD SHX Text

ACCESS DRIVE

AutoCAD SHX Text

ACCESS DRIVE

AutoCAD SHX Text

AIR PARK

AutoCAD SHX Text

WOLD AVE.

AutoCAD SHX Text

ERIE ST

AutoCAD SHX Text

SUGARBUSH ROAD

AutoCAD SHX Text

RAYS

AutoCAD SHX Text

TAXIWAY 'A'

AutoCAD SHX Text

TAXIWAY 'C'

AutoCAD SHX Text

TAXIWAY 'C'

AutoCAD SHX Text

TAXIWAY 'B'

AutoCAD SHX Text

TAXIWAY 'B'

AutoCAD SHX Text

TAXIWAY 'H'

AutoCAD SHX Text

TAXIWAY 'J'

AutoCAD SHX Text

TAXIWAY 'M'

AutoCAD SHX Text

TAXIWAY 'L'

AutoCAD SHX Text

TAXIWAY 'B'

AutoCAD SHX Text

TAXIWAY 'K'

AutoCAD SHX Text

TAXIWAY 'A'

AutoCAD SHX Text

TAXIWAY 'G'

AutoCAD SHX Text

TAXIWAY 'A'

AutoCAD SHX Text

TAXIWAY 'G'

AutoCAD SHX Text

TAXIWAY 'E'

AutoCAD SHX Text

GUN BUTT

AutoCAD SHX Text

DNR PROPERTY

AutoCAD SHX Text

CLINTON RIVER

AutoCAD SHX Text

CLINTON RIVER

AutoCAD SHX Text

CLINTON RIVER

AutoCAD SHX Text

CLINTON RIVER

AutoCAD SHX Text

JEFFERSON AVE

AutoCAD SHX Text

EXIT 241

AutoCAD SHX Text

21 MILE ROAD

AutoCAD SHX Text

21 MILE ROAD

AutoCAD SHX Text

AutoCAD SHX Text 6776-Track

AutoCAD SHX Text 6775-Soccer

AutoCAD SHX Text

JOHNSON ST

AutoCAD SHX Text

TOWN CENTER BLVD

AutoCAD SHX Text

TOWN CENTER BLVD

AutoCAD SHX Text

DASR

AutoCAD SHX Text

WILEY CIR

AutoCAD SHX Text Field

AutoCAD SHX Text

DTE

AutoCAD SHX Text

ASR

AutoCAD SHX Text

DIGGER ODELL

AutoCAD SHX Text

DIGGER

AutoCAD SHX Text

0DELL

AutoCAD SHX Text

TUSKEGEE AIRMAN WAY

AutoCAD SHX Text

SOUTH PERIMETER RD

AutoCAD SHX Text

GEORGE AVE

AutoCAD SHX Text

WEST PERIMETER ROAD

AutoCAD SHX Text

AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

AutoCAD SHX Text

NOTE: FOR INFORMATION PURPOSES ONLY. NOT FOR DESIGN OR CONSTRUCTION. FIELD VERIFY DIMENSIONS PRIOR TO DESIGN AND PRIOR TO CONSTRUCTION.

SHEET OF

Engineer/Consultants

Sheet Title

SESC

INSTALLATION

NOTES AND

DETAILS

4 8

REVISIONS:

Mark Date Description

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

REPAIR

EXTERIOR

ENVELOPE

BLDG. 507

Project Number:

File:

Drawn By:

Checked By:

M. Thompson

J. Austin

VGLZ 232004

PROJECT

Scale: NTS

Date: 07APR2023

M. Thompson

AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

AutoCAD SHX Text

AutoCAD SHX Text NOTE: FOR INFORMATION PURPOSES ONLY. NOT FOR DESIGN OR CONSTRUCTION. FIELD VERIFY DIMENSIONS PRIOR TO DESIGN AND PRIOR TO CONSTRUCTION.

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text

NOT USED

SCREEN RM

PUMP RM

SWITCH RM

TRANSFORMER

ROOM

S NWE

CAUTION

S NWE S NWE

CAUTION

S NWE

SHEET OF

Engineer/Consultants

Sheet Title

DEMOLITION

PLANS &

ELEVATIONS

5 8

REVISIONS:

Mark Date Description

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

DEMOLITION ROOF PLAN

SCALE: 1/8" = 1'-0"

DEMOLITION WEST ELEVATION

SCALE: 1/4" = 1'-0"

DEMOLITION FLOOR PLAN

SCALE: 1/8" = 1'-0"

DEMOLITION SOUTH ELEVATION

SCALE: 1/4" = 1'-0"

DEMOLITION EAST ELEVATION

SCALE: 1/4" = 1'-0"

DEMOLITION NORTH ELEVATION

SCALE: 1/4" = 1'-0"

GENERAL NOTES:

(-----) - DENOTES DEMOLITION.

1. REMOVE SEALANTS FROM ALL OPENINGS WHERE DEVICES, DOORS, LOUVERS,

PIPING ETC. IS REMOVED.

2. REMOVE SEALANTS FROM AROUND ALL PENETRATIONS

TO REMAIN, (PIPES, CONDUIT, WIRING, ETC.)

3. ELECT. BOXES AND CONDUIT TO BE REMOVED. VERIFY W/

ELECTRICAL DEMOLITION DRAWINGS. PATCH WALL TO MATCH EXISTING.

4. REMOVE DOOR, FRAME AND HARDWARE, INCLUDING THRESHOLD.

5. NOT ALL ELECT. DEVICES AND WIRING ARE TO BE REMOVED OR ARE TO REMAIN

ARE SHOWN ON THESE DRAWINGS. VERIFY ACTIVE EQUIPMENT AND WIRING

FROM ABANDONED BEFORE REMOVING ABANDONED ITEMS.

6. REMOVE (E) SIGN AND REPLACE AFTER REPOINTING OF BRICK IS COMPLETE.

SEE NOTE #4

(E) RAIN CONDUCTOR

TO REMAIN

(E) RAIN CONDUCTOR

TO REMAIN

REMOVE (E) LOUVER

ABOVE

NOTE:

VERIFY ALL SITE CONDITIONS

PRIOR TO CONSTRUCTION

REMOVE ALL

(E) STONE COPING

(E) ROOF

HATCH TYP.

(E) ROOF

DRAIN

NOTE: ROOF AREA = 1,562 SF

(E) ROOF STRUCTURE

BELOW ROOF SLAB

REMOVE (E) ROOF DRAINS, RAIN

CONDUCTORS TO REMAIN. TYP. BOTH DRAINS

REMOVE ROOFING AND

FLASHING ENTIRELY DOWN TO

CONCRETE ROOF AND PARAPET

MASONRY

FIN FL 100'-0"

REMOVE STONE COPING

(E) LOUVER

TO REMAIN

(E) LOUVER

TO REMAIN

REMOVE (E) LOUVER

SEE NOTE #4

(E) BRICK

(E) GROUND ROD AND

GROUND WIRE TO REMAIN

(E) BRICK INFILL

(E) VENT PIPE

REMOVE LIGHT FIXTURE

ONLY. ELECT BOX AND

WIRING TO REMAIN.

(E) LOUVER

TO REMAIN

REMOVE STONE COPING

REMOVE DOORS, FRAME

AND HARDWARE

REMOVE STONE COPING

PROJECT

NORTH

(E) VENT PIPE

REMOVE LIGHT FIXTURE

ONLY. ELECT BOX AND

WIRING TO REMAIN.

REMOVE STONE COPING

PROJECT

NORTH

REMOVE ROOFING AND

FLASHING ENTIRELY DOWN TO

CONCRETE ROOF AND PARAPET

MASONRY

(E) ROOF

DRAIN

CUT MASONRY

FOR SCUPPER

CUT MASONRY FOR

SCUPPER

(E) BRICK INFILL

FIN FL 100'-0"

REMOVE ELECT

PENETRATIONS AND

PATCH TO MATCH

MASONRY

CUT OPENING

TO RECEIVE

SCUPPER

CUT OPENING

TO RECEIVE SCUPPER

EXISTING ANTENNA

TO REMAIN

EXAMINE CONC. ROOF DECK FOR DAMAGE, REPAIR

DAMAGE BEFORE INSTALLING NEW ROOFING.

CUT OPENING

TO RECEIVE SCUPPER

REPAIR

EXTERIOR

ENVELOPE

BLDG. 507

Project Number:

File:

Drawn By:

Checked By:

M. Thompson

J. Austin

VGLZ 232004

PROJECT

Scale: NTS

Date: 07APR2023

M. Thompson

REMOVE DOORS, FRAME

AND HARDWARE

REMOVE LIGHT FIXTURE

ONLY. ELECT BOX AND

WIRING TO REMAIN.

(E) DEVICE

TO REMAIN

REMOVE LIGHT FIXTURE

ONLY. ELECT BOX AND

WIRING TO REMAIN.

REMOVE LIGHT FIXTURE

ONLY. ELECT BOX AND

WIRING TO REMAIN.

(E) DEVICE

TO REMAIN

TELEPHONE

BOX TO

REMAIN

SEE NOTE #6

ELECTRICAL WIRES

CONNECTED TO UTILITY POLE,

TO BE REMOVED BY OTHERS

ELECTRICAL WIRES

CONNECTED TO UTILITY POLE,

TO BE REMOVED BY OTHERS

CONDUITS

TO REMAIN

SEE NOTE #6

REMOVE DOORS, FRAME

AND HARDWARE

CONDUITS TO REMAIN

AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

AutoCAD SHX Text

NOTE: FOR INFORMATION PURPOSES ONLY. NOT FOR DESIGN OR CONSTRUCTION. FIELD VERIFY DIMENSIONS PRIOR TO DESIGN AND PRIOR TO CONSTRUCTION.

SWITCH RM

TRANSFORMER

S NWE

CAUTION

S NWE

SHEET OF

Engineer/Consultants

Sheet Title

PLANS &

ELEVATIONS

6 8

REVISIONS:

Mark Date Description

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

FLOOR PLAN

SCALE: 1/8" = 1'-0"

EAST ELEVATION

SCALE: 1/8" = 1'-0"

ROOF PLAN

SCALE: 1/8" = 1'-0"

NORTH ELEVATION

SCALE: 1/8" = 1'-0"

STONE COPING

(E) ROOF

HATCH TYP.

D2 S

NEW SCUPPER

+ 5"

S L O

P E

S L O

P E

TYP.

NEW SCUPPER

FLOOR PLAN

SCALE: 1/8" = 1'-0"

EAST ELEVATION

SCALE: 1/8" = 1'-0"

ROOF PLAN

SCALE: 1/8" = 1'-0"

SOUTH ELEVATION

SCALE: 1/8" = 1'-0"

WEST ELEVATION

SCALE: 1/8" = 1'-0"

NORTH ELEVATION

SCALE: 1/8" = 1'-0"

NOTE: ROOF AREA = 1,562 SF

GENERAL NOTES:

1) VERIFY ALL SITE CONDITIONS PRIOR TO CONSTRUCTION.

2) COORDINATE ALL NEW ELECTRICAL PENETRATIONS THROUGH

MASONRY WALLS WITH THE ELECTRICAL CONTRACTOR.

PROVIDE SLEEVES AT PENETRATIONS. REFER TO DETAIL

9 ON SHT 10 FOR SIMILAR SLEEVE DETAILS.

3) IF EXISTING LIGHTING ELECTRICAL BOXES ARE UNUSEABLE,

REPLACE WITH WEATHER PROOF BOXES AND SEAL.

4) ALL EXTERIOR LIGHTS ARE TO RECEIVE PHOTO SENSORS.

(E) ROOF STRUCTURE

BELOW ROOF SLAB

THRESHOLD

24"x24" CONC

SPLASH PAD

THRESHOLD

(E) LOUVER

ABOVE

CONC. PAD

24"x24" CONC

SPLASH PAD

FIN FL 100'-0"

BRICK/ BLOCK

INFILL

EXIST. LOUVER

CONDENSATE

DRAIN

BRICK/ BLOCK

INFILL. TOOTH IN

BRICK AND CONC

BLOCK

INSTALL STONE COPING TO

MATCH (E) COPING PROFILE

REPOINT ALL EXTERIOR

MASONRY WALLS.

(TYPICAL) ALL ELEVATIONS

REPOINT ALL EXTERIOR

MASONRY WALLS.

(TYPICAL) ALL ELEVATIONS

PROJECT

NORTH

PROJECT

NORTH

(E) RAIN

CONDUCTOR (RC)

(E) RC

SCUPPER

NEW SCUPPER

FIN FL 100'-0"

LIGHT

FIXTURE

TYP.

SCUPPER

LIGHT

FIXTURE

TYP.

PATCH AND REPAIR SPALLED &

DAMAGED CONCRETE SILLS

PATCH AND REPAIR SPALLED &

DAMAGED CONCRETE SILLS

PATCH AND REPAIR SPALLED &

DAMAGED CONCRETE SILLS

PATCH AND REPAIR SPALLED &

DAMAGED CONCRETE SILLS

CONC. EQUIP.

PAD

+FIN FL ELEV'

583.5' = 100'-0"

APPLY BREATHABLE

MASONRY COATING -

FULL HEIGHT

SLEEVES THROUGH WALL FOR HVAC

LINE SETS. SEE SHEET 6 OF 6 & KEYED

NOTE #4

+ 5"

+ 0"

+ 7"

ROOF

DRAIN

ROOF

DRAIN

CONC. PAD

CONC PAD

TYPICAL

REPAIR

EXTERIOR

ENVELOPE

BLDG. 507

Project Number:

File:

Drawn By:

Checked By:

M. Thompson

J. Austin

VGLZ 232004

PROJECT

Scale: NTS

Date: 07APR2023

M. Thompson

FIN FL 100'-0"

INSTALL STONE COPING TO

MATCH (E) COPING PROFILE

REPOINT ALL EXTERIOR

MASONRY WALLS.

(TYPICAL) ALL ELEVATIONS

INSTALL STONE COPING TO

MATCH (E) COPING PROFILE

EXIST. LOUVER

LIGHT

FIXTURE

TYP.

CONDENSATE

DRAIN

CONDENSATE

DRAIN

REINSTALL

SIGN

REINSTALL

SIGN

REINSTALL

SIGN

REINSTALL

SIGN

CONDENSATE

DRAIN

AutoCAD SHX Text 127th WING/CIVIL ENGINEER

AutoCAD SHX Text

SELFRIDGE AIR

AutoCAD SHX Text

NATIONAL GUARD

AutoCAD SHX Text

BASE, MICHIGAN

AutoCAD SHX Text

NOTE: FOR INFORMATION PURPOSES ONLY. NOT FOR DESIGN OR CONSTRUCTION. FIELD VERIFY DIMENSIONS PRIOR TO DESIGN AND PRIOR TO CONSTRUCTION.

+1"

S NWE

SHEET OF

Engineer/Consultants

Sheet Title

DETAILS &

SCHEDULES

7 8

REVISIONS:

Mark Date Description

NOTES:

\\127WG-FS-01\127WG_Shared\127WG_Shared\127 Mission_Support_Group\127th Civil Engineering Sq\CES_CECE Engineers\AutoCAD Users\CE Shared AutoCAD Settings\Templates\Template Graphics\127 WG.jpg

STONE COPING

THROUGH WALL FLASHING

(BEYOND)

TAPERED WOOD

(E) CONC ROOF SLAB

(E) CONC BLOCK

(E) BRICK

SCUPPER DETAIL, Typical

SCALE: 1-1/2" = 1'-0"

SCUPPER PLAN DETAIL, Typical

SCALE: 1-1/2" = 1'-0"

SCUPPER ELEVATION, Typical

SCALE: 1-1/2" = 1'-0"

NO.

7' x (2) 2'-6"

Door

MTL.

THK

ELEVATION

TYPE A C

FRAME TYPE

DOOR TYPE

MFR

TYPE HEIGHT WID. FIN.

MFR

PAINTHM

PAINT

Frame

TYPE

PAINT

DETAILS

HEAD JAMB THRESHOLD

HDWARE

SET

(HWS)

COMMENTS

EXTEND SS SCUPPER

3" BEYOND FACE OF BRICK

SEALANT

FLASHING OVER

SS SCUPPER

SINGLE PLY MEMBRANE

TAPERED INSULATION

VAPOR BARRIER

OVER CONC ROOF

ROOF MEMBRANE

TURN EDGE FOR

DRIP

SS SCUPPER SLEEVE

FACE OF BRICK

COUNTER FLASHING ABOVE

SEALANT ALONG EDGES

OF FLASHING

HATCH DETAIL

SCALE: 1-1/2" = 1'-0"

DOOR HEAD DETAIL

SCALE: 1-1/2" = 1'-0"

THRESHOLD DETAIL

SCALE: 1-1/2" = 1'-0"

DOOR JAMB DETAIL

SCALE: 1-1/2" = 1'-0"

(E) CONC.

BLOCK

(E) BRICK

SEAL @ JAMB BASE BOTH SIDES OF HM FRAME

THRESHOLD BELOW - COPE TO HM DOOR JAMB

ANCHOR BOLT INTO

CONCRETE

O O

WEATHER SEAL

(E) CONC LINTEL

SEALANT

HM FRAME GROUT FILLED

WEATHER SEAL

SEALANT

SS DOOR DRIP

HM DOOR

DO NOT PLACE COPING

JOINTS OVER SCUPPER

PARAPET DETAIL, Typical

SCALE: 3" = 1'-0"

HM FRAME

GROUT FILLED

FIN FLR 100'-0"

DOOR JAMB BEYOND

HM DOOR

SET THRESHOLD IN MASTIC

DOOR SEAL

(E) CONC FLOOR SLAB

(E) CONC BLOCK

DOOR SCHEDULE

FLASHING

(E) ROOF HATCH

FOAM SEAL, ADHERE

TO ROOF HATCH

(2) 2X WD CURB EXTENSION

(E) 6" WIDE CONC CURB

TAPERED INSULATION

SINGLE PLY MEMBRANE

SECURE HATCH

NOTE:

VERIFY ALL SITE…

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 Jun 14, 2023.