W912QR24R0008_Plans_Vol1-0000.pdf

PDF 32 MB Posted Jan 11, 2024

Attached to: Ground Transport Equipment Building (GTEB) at Detroit Arsenal, MI
Solicitation number: W912QR24R0008
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Jan 11, 2024

This solicitation is for the construction of a new Ground Transport Equipment Building at Detroit Arsenal in Warren, Michigan. The estimated construction cost is between $25 million and $100 million. The project is being procured using Design/Bid/Build acquisition with a single phase. The North American Industry Classification System code for this project is 236220 with a size standard of $45 million. This is designated as a 100% Full and Open procurement requiring the HUBZone 10% price evaluation in accordance with Federal Acquisition Regulation 19.1307. A site visit for interested offerors is detailed in Federal Acquisition Regulation clause 52.236-27 Alternate I. The issuing agency is the Department of the Army Corps of Engineers Engineering District Louisville.

View the file

Other files

File	Type	Posted
W912QR24R0008_Specs-0005.pdf	PDF	Apr 5, 2024
W912QR24R0008_Plans-0005.pdf	PDF	Apr 5, 2024
W912QR24R0008_Specs-0004.pdf	PDF	Mar 29, 2024
W912QR24R0008_Plans-0004.pdf	PDF	Mar 29, 2024
W912QR24R0008_Plans-0003.pdf	PDF	Mar 15, 2024
W912QR24R0008_Specs-0003.pdf	PDF	Mar 15, 2024
W912QR24R0008_Plans-0002.pdf	PDF	Mar 4, 2024
W912QR24R0008_Specs-0002.pdf	PDF	Mar 4, 2024
W912QR24R0008_Drawings_For_Reference_Only-0002.pdf	PDF	Mar 4, 2024
W912QR24R0008_Specs-0001.pdf	PDF	Feb 23, 2024
W912QR24R0008_Plans-0001.pdf	PDF	Feb 23, 2024
Site Visit Roster 01 Feb 2024.pdf	PDF	Feb 5, 2024
W912QR24R0008_Specs_Vol3-0000.pdf	PDF	Jan 11, 2024
W912QR24R0008_Plans_Vol2-0000.pdf	PDF	Jan 11, 2024
JA - Simplex - DTA GTEB_Redacted.pdf	PDF	Jan 11, 2024
W912QR24R0008_Specs_Vol1-0000.pdf	PDF	Jan 11, 2024
W912QR24R0008_Specs_Vol2-0000.pdf	PDF	Jan 11, 2024
JA - MOBIL - DTA GTEB_Redacted.pdf	PDF	Jan 11, 2024

Show all 18

On GovTribe

Work with this file

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.

SOLICITATION NO.:

ISSUE DATE:

VOLUME: VOLUME 1 OF 2

US Army Corps of Engineers ®

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R M

N L

R P

E, K

9, D

R O

, M I

G R

O U

N D

T R

O R

O N

E Q

Plot Date: File Path:

S U

PLAN

NORTH

VICINITY MAP SMALL

SCALE: N.T.S.1

PLAN

NORTH

VICINITY MAP LARGE

SCALE: N.T.S.2

PROJECT

LOCATION

PROJECT

LOCATION

BUILDING NO. 277

LOUISVILLE DISTRICT

DETROIT ARSENAL, MI

GROUND TRANSPORTATION EQUIPMENT

BUILDING

COMBAT VEHICLE RELIABILITY LAB (CVRL)

SEPTEMBER 29, 2023

P2#: 500060

CONTRACT NO.:

M .S

M .B

R S

C-001 1/2/2024 3:03:53 PM \\thehaskellco.net\CORE\PRJ\155_GovDesign\1550017 USACE Detroit Arsenal Building\21DesignWorking\CIVL\05AutoCAD\2Sheets\65526C001.dwg

2Q R

_P la ns _V ol 1-

ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

11 January 2024

W912QR24R0008

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R M

N L

R P

E, K

9, D

R O

, M I

G R

O U

N D

T R

O R

O N

E Q

Plot Date: File Path:

S U

GENERAL NOTES

1. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS. THEREFORE, THEIR LOCATION MUST BE CONSIDERED APPROXIMATE ONLY.

THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN. BEFORE STARTING ANY WORK, THE CONTRACTOR SHALL POTHOLE TO LOCATE AND PROTECT ALL EXISTING BURIED UTILITY LINES, WHETHER OR NOT SHOWN ON THESE DRAWINGS, DURING THE COURSE OF CONSTRUCTION.

REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITIES MUST BE COORDINATED BETWEEN

THE CONTRACTOR, UTILITY COMPANY, AND CONTRACTING OFFICER'S REPRESENTATIVE.

2. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL INSTALL AND MAINTAIN DURING CONSTRUCTION ALL SEDIMENT CONTROL MEASURES AS NECESSARY TO RETAIN SEDIMENTS ON THE

SITE.

3. THE CONTRACTOR SHALL COORDINATE WORK EFFORTS WITH THE GOVERNMENT TO MINIMIZE TRAFFIC

INTERFERENCE AND OPERATIONS OF THE FACILITIES.

4. NO BLASTING OR BURNING IS ALLOWED ON THE PROJECT SITE, UNLESS OTHERWISE NOTED OR

DIRECTED BY THE GOVERNMENT.

DEMOLITION AND CLEARING NOTES:

1. DEMOLITION AND CLEARING OPERATIONS SHALL CONFORM TO APPLICABLE REGULATIONS RELATING TO

ENVIRONMENTAL REQUIREMENTS, DISPOSAL OF DEBRIS, AND USE OF HERBICIDES.

2. DEMOLITION WASTE SHALL BE DISPOSED OF IN A LEGAL MANNER. REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT SITE AND DISPOSE OF WASTE IN AN EPA-APPROVED LANDFILL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. DO NOT BURY OR BURN DEMOLITION WASTE ON-SITE.

3. ARRANGE DEMOLITION SCHEDULE SO AS NOT TO INTERFERE WITH GOVERNMENT'S ON-SITE

OPERATIONS OR OPERATIONS OF ADJACENT OCCUPIED BUILDINGS. PROVIDE NOT LESS THAN 72 HOURS

NOTICE OF ACTIVITIES THAT WILL AFFECT OPERATIONS OF ADJACENT OCCUPIED BUILDINGS.

4. PRIOR TO COMMENCEMENT OF SITE CLEARING OPERATIONS, VERIFY THE FOLLOWING:

a. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE AND IN WORKING ORDER.

b. EXISTING UNDERGROUND UTILITIES HAVE BEEN LOCATED AND MARKED IN THE FIELD.

c. EXISTING SITE IMPROVEMENTS AND UTILITIES TO REMAIN HAVE BEEN PROTECTED.

5. COORDINATE UTILITY DEMOLITION AND ABANDONMENT WITH DETROIT ARSENAL UTILITY GROUPS.

6. CONTRACTOR TO PROVIDE A MINIMUM OF 48-HOUR NOTICE TO ALL DETROIT ARSENAL UTILITY GROUPS

BEFORE DIGGING.

7. COORDINATE ALL SITE DEMOLITION WITH PROPOSED SITE IMPROVEMENTS, AND NEW UNDERGROUND

UTILITIES.

8. CONTRACTOR SHALL REPAIR ANY DAMAGED UTILITY LINES CAUSED BY HIS/HER ACTIVITIES. ALL WORK REQUIRED TO PERMANENTLY REPAIR THE UTILITY TO THE ENGINEER'S SATISFACTION SHALL BE AT THE

CONTRACTORS EXPENSE.

EARTHWORK NOTES:

1. COORDINATE ALL SITE IMPROVEMENTS WITH NEW UNDERGROUND UTILITIES.

2. IN THE EVENT OF ANY UNFORESEEN CONDITIONS THAT ARE ENCOUNTERED AND NOT COVERED BY THESE NOTES DURING GRADING OPERATIONS, THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED FOR

DIRECTION.

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL NECESSARY CUTS AND FILLS WITHIN THE LIMITS OF THIS PROJECT AND RELATED OFF-SITE WORK SO AS TO ESTABLISH THE DESIRED

SUBGRADE, FINISH GRADES AND SLOPES SPECIFIED WITHIN THE PLANS.

4. ADEQUATE SHORING IS TO BE DESIGNED AND PROVIDED BY THE CONTRACTOR TO PREVENT

UNDERMINING OF ANY ADJACENT FEATURES OR FACILITIES AND/OR CAVING OF THE EXCAVATION. ALL

SHORING AND ASSOCIATED TEMPORARY STRUCTURES SHALL BE DESIGNED BY A LICENSED

PROFESSIONAL AND INSTALLED PURSUANT TO O.S.H.A. REQUIREMENTS.

UTILITY NOTES:

1. WHERE APPLICABLE, THE CONTRACTOR SHALL MAINTAIN ALL FENCING, SIGNS, DETOURS, FLAGMEN, SIGNALS, ETC., FOR ANY OPEN TRENCHES, HOLES OR PITS. ALL TRENCHES, HOLES OR PITS SHALL BE

CLOSED OR PROTECTED BY BARRICADES AT THE END OF THE DAY.

2. THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW THE

CONSTRUCTED CONDITIONS OF ALL WORK INSTALLED.

EROSION AND SEDIMENTATION CONTROL NOTES:

1. PRIOR TO COMMENCEMENT OF ANY CLEARING AND EXCAVATION WITHIN A WORK AREA, ALL EROSION

AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND IN WORKING ORDER.

2. THE STORMWATER POLLUTION PREVENTION PLAN (SWP3) IS PREPARED IN ACCORDANCE WITH THE STATE AND FEDERAL NATIONAL POLLUTANT DISCHARGE SYSTEM (NPDES) PERMIT AND SHALL OUTLINE “BEST MANAGEMENT PRACTICES” TO BE USED THROUGHOUT THE PROJECT AND WILL BE PROVIDED TO

THE CONTRACTOR.

3. THE “EROSION CONTROL PLAN” CONTAINED WITHIN THIS PLAN SHALL BE ADJUSTED AS REQUIRED DURING THE PHASING AND PERFORMANCE OF THE CONSTRUCTION. ADDITIONAL MEASURES SHALL BE ADDED AS REQUIRED TO ENSURE THE SITE MEETS ALL FEDERAL, STATE, AND LOCAL EROSION AND SEDIMENT CONTROL REQUIREMENTS, AS WELL AS THE APPROPRIATE STATE AND FEDERAL NATIONAL

POLLUTANT DISCHARGE PERMIT (NPDES).

4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EROSION AND SEDIMENT CONTROL FEATURES TO PREVENT SEDIMENT-LADEN AND OTHER POLLUTANTS FROM LEAVING THE CONSTRUCTION AREAS AND

ENTERING EXISTING STORM WATER FACILITIES AND SURFACE WATERS. ADDITIONAL MEASURES

BEYOND THOSE SHOWN ON THESE PLANS MAY BE NECESSARY DURING CONSTRUCTION, INCLUDING

TEMPORARY VEGETATIVE MEASURES AND INSTALLATION OF OTHER SILT TRAPPING MEASURES.

5. ALL BEST MANAGEMENT CONTROL PRACTICES SHALL BE INSPECTED BY THE SUPERINTENDENT, THE

PERSON RESPONSIBLE FOR THE DAY TO DAY OPERATIONS; OR SOMEONE APPOINTED BY THE

SUPERINTENDENT, AT LEAST EVERY 7 DAYS OR WITHIN 24 HOURS AFTER A PRECIPITATION EVENT THAT RESULTS IN RUNOFF LEAVING THE SITE INCLUDING WEEKEND DAYS REGARDLESS IF THE CONTRACTOR

IS WORKING OR NOT. A WRITTEN LOG SHALL BE MAINTAINED ON SITE OF ALL INSPECTIONS.

6. ALL BEST MANAGEMENT CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER. IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORTS IDENTIFYING THE PROBLEM

DETAILS OF THE REPAIRS SHALL BE MAINTAINED WITH THE INSPECTION LOG.

7. CONTRACTOR SHALL MAINTAIN AS MUCH OF THE EXISITING VEGETATION AS POSSIBLE IN AREAS OUTSIDE OF THE SCOPE OF WORK AND IN AREAS TO BE DEMOLISHED. VEGETATION TO STAY SHALL BE

PROTECTED DURING CONSTRUCTION. AREAS THAT ARE DISTURBED BY CONSTRUCTION SHALL BE

COVERED AND SEEDED WITHIN 14 DAYS IF NO WORK IN AREA IS PLANNED WITHIN THE NEXT 30 DAYS.

WHEN GRADING IS COMPLETE IN AN AREA, THE AREA SHALL BE SEEDED FOR FINAL STABILIZATION. ALL DISTURBED AREAS SHALL BE SEEDED. THIS INCLUDES, BUT IS NOT LIMITED TO, AREAS AFTER REMOVAL OF TEMPORARY HAUL ROADS, STAGING AND LAYDOWN AREAS, EQUIPMENT STORAGE AREAS, UTILITY TRENCHES, ETC. THE CONTRACTOR SHALL WATER NEW SEED DAILY OR AS NEEDED TO ESTABLISH 95% GROUND COVER PER SECTION 32 92 19 OF THE PROJECT SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN THE SEEDED AREAS UNTIL FINAL ACCEPTANCE OF THE GRASS COVERAGE OF THE DISTURBED AREAS BY THE CONTRACTING OFFICER. NO SODDING IS REQUIRED. THE AREAS WITHIN THE LIMITS OF

CONSTRUCTION SHALL PRESENT A NEAT AND FINISHED APPEARANCE. THE CONTRACTOR SHALL

PROVIDE TEMPORARY WINTER GRASS COVERAGE IN AREAS WHERE SEED IS DELAYED BY THE SEASON.

EXISTING PROPOSED

BOLLARD

FENCE

TREE LINE

SWALE/ DETENTION BASIN TOE

AND TOP OF SLOPE

NATURAL GAS

WATER LINE

SANITARY SEWER

ROOF DRAIN

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND COMM. LINE

UTILITY POLE

FIRE HYDRANT

VALVE (GAS OR WATER)

STORM DRAIN

FIRE PROTECTION WATER MAIN

LIGHT POLE

TREE

TELEPHONE LINE UGRND.

MANHOLE

X X

G G

W W

SAN SAN

OH OH

UE UE

UC UC

TUG

FMFM

OC OC

LOD

LEGEND

REINF REINFORCED, REINFORCING

REQ'D REQUIRED

RES RESILIENT

REV REVISION

RH RIGHT HAND

RHR RIGHT HAND REVERSE

RL RAIN LEADER

RM ROOM

ROW RIGHT OF WAY

RTU ROOFTOP UNIT

RUB RUBBER

S SOUTH

S/A SUPPLY AIR

SC SEALED CONCRETE

SCHED SCHEDULE

SE SOUTHEAST

SECT SECTION

SF SQUARE FOOT

SPECS SPECIFICATIONS

SQ SQUARE

SS SERVICE SINK

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STND STAINED

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SW SOUTHWEST

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

T&B TOP & BOTTOM

TC TOP OF CURB

TEL TELEPHONE

TEMP TEMPORARY

THK THICK, THICKNESS

TO TOP OF

TOC TOP OF CONCRETE

TOR TOP OF ROOF

TOR(C-R-S

-W)

TOP OF EXISTING (SEE

BELOW)

TOS TOP OF STEEL

TOW TOP OF WALL

TRC TEXTILE REINFORCED CONCRETE

TYP TYPICAL

UC UNDERCUT

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

VB VAPOR BARRIER

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

W WIDTH, WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET, WALL

COVERING

WD WOOD

WGL WIRE GLASS

WH WATER HEATER

WP WATERPROOFING

WT WEIGHT

WWM WELDED WIRE MESH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

LT LIGHT

LTL LINTEL

LVR LOUVER

LW LIGHTWEIGHT

M METER

MAINT MAINTENANCE

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIR MIRRIOR

MISC MISCELLANEOUS

MM MILLIMETER

MNT MOUNT

MO MASONARY OPENING

MTL METAL

MULL MULLION

N NORTH

NE NORTHEAST

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPS NOMINAL PIPE SIZE

NTS NOT TO SCALE

NW NORTHWEST

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER

INSTALLED

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OTO OUT-TO-OUT

PC PRECAST

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLMBG PLUMBING

PLWD PLYWOOD

PLYWD PLYWOOD

PM PRESSED METAL

PNL PANEL

PNT(D) PAINT(ED)

POL POLISHED

PR PAIR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVG PAVING

R RADIUS, RISER

R/A RETURN AIR

RB RESILIENT BASE

RD ROOF DRAIN

REF REFERENCE

FEC FIRE EXTINGUISHER IN

CABINET

FF FINISHED FLOOR

FFE FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FL FLOOR, FLOORING

FO FACE OF

FOC FACE OF CONCRETE

FOS FACE OF STUDS

FP FIREPROOF

FR FIRE RATED

FRT FIRE RETARDAINT TREATED

FS FULL SIZE

FT FOOT, FEET

FTG FOOTING

FURN FURNISH

FV FIELD VERIFY

G GAS

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GRADE

GL GLASS

GWB GYPSUM WALL BOARD

GYP GYPSUM

HB HOSE BIB

HC ACCESSIBLEPED, HOLLOW

CORE

HD HAND

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT, HORSE POWER

HR HOUR

HS HEAT STRENGTHENED

HT HEIGHT

HVAC HEATING VENTILATING AIR

CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

IMP INSULATED METAL PANEL

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JST JOIST

JT JOINT

KD KNOCKDOWN

KG KILOGRAM

KIT KITCHEN

KO KNOCKOUT

KS KNEE SPACE

LONG, LENGTH

LAB LABORATORY

LAV LAVATORY

LB LOAD BEARING

LBS POUNDS

LEV LEVEL

LH LEFT HAND

LHR LEFT HAND REVERSE

ABBR DESCRIPTION

AND

AIR CONDITIONING

ANCHOR BOLT

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

BLDG BUILDING

BLKG BLOCKING

BO BOTTOM OF

BOT BOTTOM

BRG BEARING

BTW BETWEEN

CAB CABINET

CB CATCH BASIN

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CFMF COLD - FORMED METAL

FRAMING

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CMU CONCRETE MASONERY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUES

CORR CORRIDOR

CW CHILLER WATER

CY CUBIC YARD

D DEEP

DBL DOUBLE

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG(S) DRAWING(S)

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EW EYE WASH

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXT EXTERIOR

FA FIRE ALARM

FD FLOOR DRAIN

FEB FIRE EXTINGUISHER

BRACKET

MOUNT

ABBREVIATIONS

EXISTING PROPOSED

GUY ANCHOR

POST INDICATOR VALVE

FORCE MAIN

BORE HOLE

SANITARY MANHOLE

FLARED END SECTION

CLEANOUT

OVERHEAD ELEC. & COMM.

LIMIT OF DISTURBANCE

SILT FENCE

CONTOUR LINE

SIGN

UTILITY POLE

ELECTRICAL CONTROL CABINET

TELEPHONE PULL BOX

ELECTRIC PULL BOX

SURVEY CONTROL POINT

BOLLARD

SPOT ELEVATION

ABBR DESCRIPTION ABBR DESCRIPTION ABBR DESCRIPTION ABBR DESCRIPTION ABBR DESCRIPTION

ATFP ANTI TERRORISM FORCE

PROTECTION

VOLUME 1 - SHEET INDEX

SHT NO SHEET NAME REV DATE

C-001 COVER SHEET

C-002 GENERAL NOTES AND

ABBREVIATIONS

C-100 EXISTING CONDITIONS

C-101 SURVEY CONTROL PLAN

CD100 SITE DEMOLITION PLAN

C-102 AERIAL PHOTO PLAN

C-103 SITE PLAN

C-104 GEOMETRY PLAN

C-105 UTILITY PLAN

C-106 GRADING PLAN

C-107 ATFP PLAN

C-108 EROSION CONTROL PLAN

C-109 HAUL ROUTE

C-110 JOINTING PLAN

C-111 PHOTOGRAPH PLAN

C-112 SITE COORDINATE PLAN

C-113 UTILITY COORDINATE PLAN

C-250 SEWER PROFILES

C-251 SEWER PROFILES

C-500 PAVEMENT DETAILS

C-501 PAVEMENT DETAILS

C-502 UTILITY DETAILS

C-503 UTILITY DETAILS

C-504 STORM & SANITARY SEWER DETAILS

C-505 STORM SEWER DETAILS

C-506 MISCELLANEOUS DETAILS

C-507 EROSION CONTROL DETAILS

C-508 EROSION CONTROL DETAILS

C-510 BORING LOGS

C-511 BORING LOGS

C-512 BORING LOGS

C-513 BORING LOGS

C-514 BORING LOGS

C-521 SWPPP PLAN

RDRD

PIV

1/2/2024 3:04:04 PM \\thehaskellco.net\CORE\PRJ\155_GovDesign\1550017 USACE Detroit Arsenal Building\21DesignWorking\CIVL\05AutoCAD\2Sheets\65526C002.dwg

M . S

M . B

D A

N S

C-002

2Q R

_P la ns _V ol 1-

ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

X X

C.B.

RIM=617.65

INV

616.09

GAS

METER

L.P.

ELEC.M.H.

RIM=621.12

ELEC.M.H.

RIM=622.53

ELEC.M.H.

RIM=619.79

TELE.M.H.

RIM=618.54

WSV

HYD.

STORAGE

CONTAINER

STORAGE

CONTAINER

FRAME

BLDG.

9.87'

GRAVEL

CONCRETE

BOL.(4)

C O

N C

PETROLEUM &

WATER CENTER SIGN

HYD.

BOL.(2)

GRAVEL

CONCRETE

ASPHALT

14"

ASPHALT

COM.M.H.

RIM=619.32SIGN

SIGN

ASPHALT

" C

BLDG. HGT.= 34.20'

ELEC.

BOX

(7 P

N G

) (1

G S

BOL.

LOADING DOCK AREA

ELEC.

PANEL

ELEC.

BOX

ELEC.

BOX

AREA UNDER

CONSTRUCTION

PATTON

ELEC.

PANEL SEMI TRAILER

CONCRETE

C O

N C

C O

N C

G S

ELEC.

PANEL

ELEC.

BOX

18"CUL.

INV=615.20

18"(24")STM.

TM.

18"(15")STM.

6"STM.

8"SAN.

4"STM

SD8"(12")STM.

SAN

12"SAN.

SAN

24"(18")SAN.

4"STM

SD SDSD SD SD SD12"STM.

8"STM.

SD SD12"STM.

STM

W W

W W W

" W

W W

10" WATERMAIN

E E

GAS

METER

SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN

4"STM.

GVW

12"(18")SAN.

GVW

GGG

G G

E E

E E E E E E E E E E E E E E

E E

G G

G G G G G G

G G

W W W W W W W W W W W W

WWW

E E E E E E E E

18" RCP

RIM 618.30

INV 606.20

RIM 622.13

INV 615.58

8" R

10" ST

INV 613.0

OUTFALL

RIM 617.00

INV 613.00

RIM 616.45

15" W INV 608.98

12 NE INV 610.71

8" NE INV 610.71

8" S 608.98

24" RCP

18" RCP

RIM 617.90

15" SE INV 613.76

24" W INV 613.66

SUMP 611.66

RIM 618.82

15" NW INV 615.0

10" SW INV 615.14 ST.M.H.

RIM=618.32

12" N INV=614.39

8" NE INV=614.62

4" SE INV=614.57

12" S INV=614.47

4" S INV=614.57

8"(12") SW INV=614.52

C.B.

RIM=618.48

12" E INV=614.78

8" E INV=614.65

8" SW INV=614.65

B.H.C.B.

RIM=618.08

4" N INV=615.09

12" W INV=614.53

B.H.C.B.

RIM=617.95

12" N INV=615.01

12" W INV=615.00

C.B.

RIM=618.13

12" N INV=615.38

6" SE INV=615.38

12" S INV=615.31

8" SW INV=615.75

C.B.

RIM=618.14

8" NE INV=616.20

6" SW INV=616.16

C.B.

RIM=618.48

8" SW INV=614.42

8"(12") NE INV=614.46

C.B.

RIM=618.41

8" NE INV=614.43

4" SE INV=615.86

8" S INV=614.41

C.B.

RIM=618.50

4" NW INV=616.42

C.B.

RIM=618.84

12" NE INV=614.32

12" S INV=614.13

4" W INV=614.84

B.H.C.B.

RIM=618.28

12" N INV=614.33

4" NE INV=614.76

12" E INV=614.17

12" SW INV=614.07

ST.M.H.

RIM=622.42

18"(24")N INV=615.04

18"(15")SE INV=619.60

24 SW INV=614.93

C.B.

RIM=618.23

12" S INV=615.87

SAN.M.H.

RIM=617.85

8" NW FULL/DEBRIS

12"(18") SE INV=611.68

SAN.M.H.

RIM=618.45

12"(18") N INV=599.69

12"(18") SE INV=599.73

24"(18") W INV=599.60

SAN.M.H.

RIM=619.21

12"(18") NW INV=599.82

12"(18") SE INV=599.79

SAN.M.H.

RIM=618.98

12" NW INV=600.48

12" NW INV=606.42

24"(18") NE INV=599.42

24"(18") S INV=599.33

SAN.M.H.

RIM=619.74

8" NW INV=610.42

8" SE INV=610.30

FIRE

DEPT.

CONNECT.

C.B.

RIM=618.94

18"(15") NW INV=615.92

6" SE INV=616.19

F/F= 619.48

F/F= 623.65 F/F= 623.64 F/F= 623.64

F/F=623.63

COM.M.H.

RIM=618.49

PN#=4

N=367675.1461 E=13480791.7359

D=STP

PN#=3

N=367781.1827 E=13480963.6275

D=STP

DRAIN GRATE

TRANSFORMERS

w/CONC. PAD

STORAGE

CONTAINER

BENCH MARK #1

ELEVATION=619.58

BENCH MARK #4

ELEVATION=622.84

BOLLARD

GUARDRAIL

ASPH. RAMP

A.C. UNITS(2)

COMM COMM COMM COMM

COMM

C O

M M

COMM

COMM COMM

C O

M M

C O

M M

C O

M M

M C

O M

M C

O M

M COMM

COMM

COMM COMM

X X X X X X

6' x1 .6

U C

1.6'x1.6' DUCTBANK

10" WATERMAIN

WSV

HYD.

10" WATERMAIN

" W

10" WATERMAIN

GVW

10" WATERMAIN

X X

E E E E E

E E

E E E E E E E E E

E E

CBSD

SD SD

12" CULVERT

INV.:614.89'

STORM CB

RIM:616.39'

8" SW INV.:613.04'

CATCH BASIN

RIM:615.65

INV.:UNKNOWN

(PER RECORD)

C.B.

RIM=618.41

8" W INV=614.86

POND

BUILDING #210

PETROLEUM AND

WATER CENTER

SHIPPING AND

RECEIVING

BUILDING #249

MOBILE

SIMULATORS

HARDSTAND

621622

621620619

620 619

8 61 9 62

C - LOT

O N

STORM CB

RIM:615.18'

INV.:UNKNOWN

(PER RECORD)

STORM MH

RIM:617.93'

12" W INV.:609.67'

12" E INV.:609.67'

12" N INV.:609.60'

E E

ELECTRICAL HH

RIM:618.76'

GVW

RIM=620.71

T/WATER=617.30

T/PIPE=613.13

FIRE DEPT.

CONNECT.

2" GAS

8"SAN. SAN

BENCH MARK #2

ELEVATION=621.37

O N

SANSA

GENERAL SHEET NOTES

SHEET KEYNOTES

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R M

N L

R P

E, K

9, R O

, M I

G R

O U

N D

T R

O R

O N

E Q

Plot Date: File Path:

S U

PLAN

NORTH

30' 60'0

CALLOUTS

LEGEND

FENCE

TREE LINE

DRAINAGE DITCH

NATURAL GAS

WATER LINE

SANITARY SEWER

UNDERGROUND ELECTRIC

FUEL

UNDERGROUND COMM. LINE

UTILITY POLE

FIRE HYDRANT

VALVE (GAS OR WATER)

STORM DRAIN

CONTROL POINT

LIGHT POLE

MANHOLE

CATCH BASIN

ELECTRIC MANHOLE

TELEPHONE MANHOLE

TREE

SAN

FUEL

COMM

1/2/2024 3:04:59 PM \\thehaskellco.net\CORE\PRJ\155_GovDesign\1550017 USACE Detroit Arsenal Building\21DesignWorking\CIVL\05AutoCAD\2Sheets\655526C100.dwg

M . B

N G

C O

N D

N S

C-100

2Q R

_P la ns _V ol 1-

X X

CONCRETE

GRAVEL

BLDG.

HGT.=

32.29'

FRAME

BLDG.

9.87'

GRAVEL

CONCRETE

C O

N C

GRAVEL

CONCRETE

ASPHALT

SIGN

ASPHALT

BLDG. HGT.= 34.20'

(7 P

N G

) (1

G S

PATTON

SEMI TRAILER

CONCRETE

C O

N C

C O

N C

G S

GAS

METER

GVW

F/F= 619.48

F/F= 619.61

F/F= 619.52

F/F= 623.65 F/F= 623.64 F/F= 623.64

F/F=623.63

BOLLARD

GUARDRAIL

ASPH. RAMP

A.C. UNITS(2)

X X X X

XXXXXX

X X

XXX

X X

XXX

X X X

X X

POND

BUILDING #210

PETROLEUM AND

WATER CENTER

BUILDING #215

MOBILITY AND

SIMULATIONS

TECHNOLOGIES

SHIPPING AND

RECEIVING

BUILDING #249

MCA ELECTRICAL

SUBSTATION

MOBILE

SIMULATORS

HARDSTAND

C - LOT

B-1

B-2 B-3

B-4

B-5

B-6

B-7

B-8

B-9 B-10

B-11

B-12

B-101

B-102

B-103

B-104

PN#2

N=367939.97 E=13481094.26

PN#3

N=367781.18

E=13480963.63

PN#4

N=367675.15 E=13480791.74

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R M

N L

R P

E, K

9, R O

, M I

G R

O U

N D

T R

O R

O N

E Q

Plot Date: File Path:

S U

1. COORDINATES ARE IN NAD83 STATE PLANE

COORDINATES, MICHIGAN EAST ZONE. VERTICAL

ELEVATIONS ARE IN NAVD 1988.

2. SEE SHEET C-510, C-511, C-512, C-513, AND C-514 FOR

BORING LOGS

3. UNITS: US SURVEY FOOT

4. CONTRACTOR SHALL UTILIZE THE SURVEY CONTROL

POINTS IN THE DETROIT ARSENAL SURVEY CONTROL

TABLE PROVIDED BELOW.

5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY

THE PROVIDED SURVEY CONTROL POINTS PRIOR TO

CONSTRUCTION.

GENERAL SHEET NOTES

SURVEY CONTROL POINTS

DETROIT ARSENAL SURVEY CONTROL TABLE

NO. NORTHING EASTING ELEVATION DESC

2 367939.97 13481094.26 620.21 PK NAIL IN

PAVEMENT

3 367781.18 13480963.63 622.17

IRON ROD, 5/8"

REBAR, 18"

LONG WITH RED

PLASTIC CAP

4 367675.15 13480791.74 621.59

IRON ROD, 5/8"

REBAR, 18"

LONG WITH RED

PLASTIC CAP

DATE POINTS RECORDED: 03-05-2022

PLAN

NORTH

50' 100'0

M . B

Y C

O N

C-101 1/2/2024 3:06:04 PM \\thehaskellco.net\core\PRJ\155_GovDesign\1550017 USACE Detroit Arsenal Building\21DesignWorking\CIVL\05AutoCAD\2Sheets\655526C101.dwg

2Q R

_P la ns _V ol 1-

X X

C.B.

RIM=617.65

INV

616.09

GAS

METER

L.P.

ELEC.M.H.

RIM=621.12

ELEC.M.H.

RIM=622.53

ELEC.M.H.

RIM=619.79

TELE.M.H.

RIM=618.54

WSV

HYD.

FRAME

BLDG.

9.87'

GRAVEL

CONCRETE

BOL.(4)

C O

N C

PETROLEUM &

WATER CENTER SIGN

HYD.

BOL.(2)

CONCRETE

ASPHALT

14"

ASPHALT

COM.M.H.

RIM=619.32SIGN

SIGN

ASPHALT

" C

BLDG. HGT.= 34.20'

ELEC.

BOX

(7 P

N G

) (1

G S

BOL.

LOADING DOCK AREA

ELEC.

PANEL

ELEC.

BOX

ELEC.

BOX

PATTON

ELEC.

PANEL SEMI TRAILER

CONCRETE

C O

N C

C O

N C

G S

ELEC.

PANEL

ELEC.

BOX

18"CUL.

INV=615.20

18"(24")STM.

TM.

18"(15")STM.

6"STM.

SAN

8"SAN.

4"STM

SD8"(12")STM.

SAN

12"SAN.

SAN

24"(18")SAN.

4"STM

SD SDSD SD SD SD12"STM.

8"STM.

SD SD12"STM.

STM

W W

" W

10" WATERMAIN

E E

GAS

METER

SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN

4"STM.

GVW

12"(18")SAN.

GVW

GGG

SAN

G G

E E

E E E E E E E E E E E E E E

E E

G G

G G G G G G

G G

W W W W W W W

E E E E E E E

18" RCP

RIM 618.30

INV 606.20

RIM 622.13

INV 615.58

8" R

10" ST

INV 613.0

OUTFALL

RIM 617.00

INV 613.00

RIM 616.45

15" W INV 608.98

12 NE INV 610.71

8" NE INV 610.71

8" S 608.98

24" RCP

18" RCP

RIM 617.90

15" SE INV 613.76

24" W INV 613.66

SUMP 611.66

RIM 618.82

15" NW INV 615.0

10" SW INV 615.14 ST.M.H.

RIM=618.32

12" N INV=614.39

8" NE INV=614.62

4" SE INV=614.57

12" S INV=614.47

4" S INV=614.57

8"(12") SW INV=614.52

C.B.

RIM=618.48

12" E INV=614.78

8" E INV=614.65

8" SW INV=614.65

B.H.C.B.

RIM=618.08

4" N INV=615.09

12" W INV=614.53

B.H.C.B.

RIM=617.95

12" N INV=615.01

12" W INV=615.00

C.B.

RIM=618.13

12" N INV=615.38

6" SE INV=615.38

12" S INV=615.31

8" SW INV=615.75

C.B.

RIM=618.14

8" NE INV=616.20

6" SW INV=616.16

C.B.

RIM=618.48

8" SW INV=614.42

8"(12") NE INV=614.46

C.B.

RIM=618.41

8" NE INV=614.43

4" SE INV=615.86

8" S INV=614.41

C.B.

RIM=618.50

4" NW INV=616.42

C.B.

RIM=618.84

12" NE INV=614.32

12" S INV=614.13

4" W INV=614.84

B.H.C.B.

RIM=618.28

12" N INV=614.33

4" NE INV=614.76

12" E INV=614.17

12" SW INV=614.07

ST.M.H.

RIM=622.42

18"(24")N INV=615.04

18"(15")SE INV=619.60

24 SW INV=614.93

C.B.

RIM=618.23

12" S INV=615.87

SAN.M.H.

RIM=617.85

8" NW FULL/DEBRIS

12"(18") SE INV=611.68

SAN.M.H.

RIM=618.45

12"(18") N INV=599.69

12"(18") SE INV=599.73

24"(18") W INV=599.60

SAN.M.H.

RIM=619.21

12"(18") NW INV=599.82

12"(18") SE INV=599.79

SAN.M.H.

RIM=618.98

12" NW INV=600.48

12" NW INV=606.42

24"(18") NE INV=599.42

24"(18") S INV=599.33

SAN.M.H.

RIM=619.74

8" NW INV=610.42

8" SE INV=610.30

FIRE

DEPT.

CONNECT.

18"(24")S INV=615.38

C.B.

RIM=618.94

18"(15") NW INV=615.92

6" SE INV=616.19

F/F= 619.48

F/F= 623.65 F/F= 623.64 F/F= 623.64

F/F=623.63

COM.M.H.

RIM=618.49

PN#=4

N=367675.1461 E=13480791.7359

D=STP

PN#=3

N=367781.1827 E=13480963.6275

D=STP

DRAIN GRATE

TRANSFORMERS

w/CONC. PAD

STORAGE

CONTAINER

BENCH MARK #1

ELEVATION=619.58

BENCH MARK #4

ELEVATION=622.84

BOLLARD

GUARDRAIL

ASPH. RAMP

A.C. UNITS(2)

COMM COMM COMM COMM

COMM

C O

M M

C O

M M

COMM

COMMCOMM

COMM

COMM COMM

C O

M M

C O

M M

C O

M M

M C

O M

COMM

X X X X X X

6' x1 .6

U C

1.6'x1.6' DUCTBANK

10" WATERMAIN

WSV

HYD.

10" WATERMAIN

" W

10" WATERMAIN

GVW

10" WATERMAIN

X X

E E E E E

E E

E E E E E E E E E

E E

CBSD

SD SD

12" CULVERT

INV.:614.89'

STORM CB

RIM:616.39'

8" SW INV.:613.04'

CATCH BASIN

RIM:615.65

INV.:UNKNOWN

(PER RECORD)

C.B.

RIM=618.41

8" W INV=614.86

POND

BUILDING #210

PETROLEUM AND

WATER CENTER

SHIPPING AND

RECEIVING

BUILDING #249

MOBILE

SIMULATORS

HARDSTAND

C - LOT

O N

STORM CB

RIM:615.18'

INV.:UNKNOWN

(PER RECORD)

STORM MH

RIM:617.93'

12" W INV.:609.67'

12" E INV.:609.67'

12" N INV.:609.60'

E E

ELECTRICAL HH

RIM:618.76'

FIRE DEPT.

CONNECT.

2" GAS

8"SAN.

SAN

BENCH MARK #2

ELEVATION=621.37

O N

NSA

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R M

N L

R P

E, K

9, R O

, M I

G R

O U

N D

T R

O R

O N

E Q

Plot Date: File Path:

S U

PLAN

NORTH

30' 60'0

GENERAL SHEET NOTES

1. SAWCUT ASPHALT PAVEMENT TO FULL DEPTH PRIOR TO

REMOVAL.

2. CONCRETE PAVEMENTS WILL BE SAWCUT OR REMOVED TO

NEAREST PAVEMENT JOINT.

3. SEE SHEET C-002 FOR DEMOLITION NOTES.

SHEET KEYNOTES

CALLOUTS

LEGEND

PAVEMENT TO BE REMOVED

COMMUNICATION LINE TO BE REMOVED1

STORM SEWER TO BE REMOVED2

SMOKING PAVILLION TO BE REMOVED BY OTHERS.

FOUNDATION TO BE REMOVED BY CONTRACTOR.

STORM STRUCTURE TO BE REMOVED4

REMOVED AND RELOCATE SECTION OF EX 2" GAS5

ASPHALT OVER CRUSHED STONE/CONCRETE TO BE REMOVED6

LIGHT POLE USE IN PLACE (DO NOT DISTURB)7

TREE TO BE REMOVED8

ELECTRIC LINE TO BE REMOVED.9

FIRE HYDRANT TO BE REMOVED AND RELOCATED10

11 USE IN PLACE

LIGHTING TO BE REMOVED. SEE ELECTRICAL SITE PLAN

SIDEWALK TO BE REMOVED

STORM FLARED END SECTION TO BE REMOVED

UTILITY TO BE REMOVED

15 LIGHT POLE TO BE REMOVED

16 10 CONCRETE WHEEL STOPS TO BE REMOVED, STORED,

AND REINSTALLED

17 SIGN TO BE SALVAGED AND RELOCATED. SEE

CIVIL SITE PLAN C-103 FOR NEW LOCATION

CONCRETE PAVEMENT TO BE REMOVED18

SANITARY SEWER TO BE REMOVED19

6" UNDERDRAIN TO BE REMOVED20

12" PIPE TO BE REMOVED AND REPLACED21

OUTFALL TO BE REMOVED AND REPLACED22

EXISTING MANHOLE (USE IN PLACE)23

ELECTRICAL BOX RO BE REMOVED24

SANITARY STRUCTURE TO BE REMOVED25

M . B

O N

CD100

1/2/2024 3:07:17 PM \\thehaskellco.net\core\PRJ\155_GovDesign\1550017 USACE Detroit Arsenal Building\21DesignWorking\CIVL\05AutoCAD\2Sheets\655526CD100.dwg

2Q R

_P la ns _V ol 1-

X X

STORAGE

CONTAINER

STORAGE

CONTAINER

BOL.(4)

PETROLEUM &

WATER CENTER SIGN

BOL.(2)

GRAVEL

CONCRETE

14"

ASPHALT

SIGN

ASPHALT

BLDG. HGT.= 34.20'

(7 P

N G

) (1

G S

BOL.

LOADING DOCK AREA

SEMI TRAILER

CONCRETE

C O

N C

G S

F/F= 619.48

F/F= 623.65 F/F= 623.64 F/F= 623.64

F/F=623.63

ASPH. RAMP

A.C. UNITS(2)

X X X X X X

X X

POND

BUILDING #210

PETROLEUM AND

WATER CENTER

SHIPPING AND

RECEIVING

BUILDING #249

MOBILE

SIMULATORS

HARDSTAND

C - LOT

O N

NORTH

DETENTION

BASIN

WEST

DETENTION

BASIN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R M

N L

R P

E, K

9, R O

, M I

G R

O U

N D

T R

O R

O N

E Q

Plot Date: File Path:

S U

PLAN

NORTH

30' 60'0

GENERAL SHEET NOTES

1. DATE OF AERIAL IMAGERY: 12/01/2021

2. SEE SHEET C-002 FOR DEMOLITION NOTES

3. SAWCUT ASPHALT PAVEMENT TO FULL DEPTH

PRIOR TO REMOVAL

4. CONCRETE PAVEMENTS WILL BE SAWCUT OR

REMOVED TO NEAREST PAVEMENT JOINT

SHEET KEYNOTES

CALLOUTS

LEGEND

GROUND TRANSPORTATION

EQUIPMENT BUILDING

PARKING

LOT EXPANSION

25 ADDITIONAL SPACES

CONCRETE

SIDEWALK

ADA CROSSING

ADDITIONAL ADA

PARKING SPACE

CONCRETE SIDEWALK

UNDERGROUND

SECONDARY STORAGE

TANK

GRAVEL EDGE

CONCRETE PAVEMENT

ASPHALT PAVEMENT

CONTRACTOR WORK LIMITS

M . B

C-102 1/2/2024 3:08:07 PM \\thehaskellco.net\core\PRJ\155_GovDesign\1550017 USACE Detroit Arsenal Building\21DesignWorking\CIVL\05AutoCAD\2Sheets\655526C102.dwg

2Q R

_P la ns _V ol 1-

X X

GRAVEL

CONCRETE

14"

ASPHALT

SIGN

ASPHALT

BLDG. HGT.= 34.20'

(7 P

N G

) (1

G S

SEMI TRAILER

CONCRETE

C O

N C

G S

GAS

METER

GVW

F/F= 619.48

F/F= 623.65 F/F= 623.64 F/F= 623.64

F/F=623.63

ASPH. RAMP

A.C. UNITS(2)

X X X X X X

X X

POND

BUILDING #210

PETROLEUM AND

WATER CENTER

SHIPPING AND

RECEIVING

BUILDING #249

MOBILE

SIMULATORS

HARDSTAND

C - LOT

O N

FIRE LANE DO NOT BLOCK

NORTH

DETENTION

BASIN

WEST

DETENTION

BASIN

GROUND

TRANSPORTATION

EQUIPMENT BUILDING

10101010

22104

3 3

5'L x 8'W 5'L x 10.33'W

5'L x 5'W

5'L x 9.33'W

5'L x 8'W

5'L x 5'W

135'L x 5'W

13.83'L x 7.42'W

23TWO @ 20'L x 10'W

4.16'L x 2.40'W

5.50'L x 5.23'W

8.17'L x 6.67'W

5'L x 5'W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R M

N L

R P

E, K

9, R O

, M I

G R

O U

N D

T R

O R

O N

E Q

Plot Date: File Path:

S U

PLAN

NORTH

30' 60'0

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

1. ALL RADII ARE TO THE BACK OF CURB. ALL DIMENSIONS

ARE TO EDGE OF PAVEMENT.

2. MARK AND STRIPE SPACES ACCORDINGLY.

3. SIGNS TO MEET MANUAL ON UNIFORM TRAFFIC CONTROL

AS TO COLOR, LETTERING, AND DIMENSIONS SHALL BE

INSTALLED AT A HEIGHT OF SEVEN FEET.

4. PROVIDE SIDEWALK CONSTRUCTION JOINTS AT EVEN

SPACING AT A DISTANCE APART EQUAL TO THE

SIDEWALK WIDTH AND AS IS TYPICAL IN CONCRETE

CONSTRUCTION.

5. ADJUST EXISTING STRUCTURES TO PROPOSED RIM

ELEVATIONS.

6. PARKING LOT STRIPING SHALL MATCH EXISTING

DIMENSIONS.

PROPOSED PARKING STALLS: 25

ADA ACCESSIBLE STALLS: 1

ACCESSIBLE PATH

ACCESSIBLE PARKING STALL. SEE DETAIL B3 SHEET C-5012

TAPER CURB FROM 6" HIGH TO 0" OVER 6 FEET.

CONCRETE SIDEWALK. SEE DETAIL B1 SHEET C-5013

ASPHALT PAVEMENT. SEE DETAIL A1 SHEET C-5004

CROSSWALK STRIPING. SEE DETAIL B1 SHEET C-5065

UNDERGROUND SECONDARY STORAGE TANK. SEE

DETAIL A1 SHEET C-5066

CONCRETE WHEEL STOP (RELOCATE 10 EXISTING). SEE

DETAIL A2 SHEET C-501

PARKING LOT EXPANSION. 25 ADDITIONAL SPACES.8

GRAVEL EDGE

OVERHEAD DOOR9

BOLLARD. SEE DETAIL A1 SHEET C-50310

FIRE LANE STRIPING AND LETTERING.11

DETECTABLE WARNING SURFACE12

CONCRETE STOOP. SEE STRUCTURAL FOR DETAILS13

GRAVEL MOW STRIP. SEE DETAIL A3 SHEET C-501.14

6" VERTICAL CURB. SEE DETAIL A2 SHEET C-500

CONCRETE PAVEMENT

ASPHALT PAVEMENT

RELOCATED SITE SIGN16

CONCRETE TRANSFOMER PAD. SEE DETAIL B2 SHEET

C-503. (COORDINATE SIZE WITH ELECTRICAL)17

DETECTABLE WARNING STRIP ONLY. SEE SIMILAR DETAIL

B3 SHEET C-501.18

(3) FUTURE ELECTRICAL CHARGING STATIONS (BY

OTHERS)

ACCESSIBLE PARKING SIGN. SEE DETAIL B2 SHEET C-50120

CONTRACTOR WORK LIMITS

ADA SIDEWALK RAMP. SEE DETAIL A1 SHEET C-50121

NO PARKING / FIRE LANE SIGN. SEE DETAIL B2 SHEET

C-50122

MECHANICAL EQUIPMENT PAD. SEE DETAIL B2 SHEET

C-503. (COORDINATE SIZE WITH MECHANICAL)23

EXTERIOR STAIRS. SEE STRUCTURAL FOR DETAILS24

6" AGGREGATE PAD OVER GEOTEXTILE FABRIC,

SEE DETAIL A3 SHEET C-50025

CONCRETE PAVEMENT. SEE DETAIL A1 SHEET C-50026

CONCRETE HARDSTAND PAVEMENT REPAIR. SEE DETAIL

B2 SHEET C-50027

M . B

C-103 1/2/2024 3:08:33 PM \\thehaskellco.net\core\PRJ\155_GovDesign\1550017 USACE Detroit Arsenal Building\21DesignWorking\CIVL\05AutoCAD\2Sheets\655526C103.dwg

2Q R

_P la ns _V ol 1-

X X

GRAVEL

CONCRETE

ASPHALT

SIGN

ASPHALT

(7 P

N G

) (1

G S

SEMI TRAILER

CONCRETE

C O

N C

G S

ASPH. RAMP

A.C. UNITS(2)

X X X X X X

X X

POND

BUILDING #210

PETROLEUM AND

WATER CENTER

SHIPPING AND

RECEIVING

BUILDING #249

MOBILE

SIMULATORS

HARDSTAND

C - LOT

O N

FIRE LANE DO NOT BLOCK

NORTH

DETENTION

BASIN

WEST

DETENTION

BASIN

PROPOSED GROUND

TRANSPORTATION

EQUIPMENT BUILDING

34.2'

24.0'

24'

75'

R 45.0'

R45.0'

R69.0'

21.4' 84' 21'

R3.0'

R31.2'

9' T

22.6'

5' 5'

6' (MATCH EXISTING)

9' T

24'

27'

4'W SWALE

22'

R69'

21.3' 21' 21' 21' 21' 21'

83'

20.1'

13.8' 8.2'

10'

17.7' 7.4'

6.7'

20.3'

10' 10'

10' 20'

10.3' 8.2' 10' 8.2'

10' 6.7'

13'

36.6'

GENERAL SHEET NOTES

SHEET KEYNOTES

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R M

N L

R P

E, K

9, R O

, M I

G R

O U

N D

T R

O R

O N

E Q

Plot Date: File Path:

S U

PLAN

NORTH

30' 60'0

CALLOUTS

LEGEND

1. ALL RADII ARE TO THE BACK OF CURB. ALL

DIMENSIONS ARE TO EDGE OF PAVEMENT.

2. MARK AND STRIPE SPACES ACCORDINGLY.

3. SIGNS TO MEET MANUAL ON UNIFORM TRAFFIC

CONTROL AS TO COLOR, LETTERING, AND

DIMENSIONS SHALL BE INSTALLED AT A HEIGHT OF

SEVEN FEET.

4. PROVIDE SIDEWALK CONSTRUCTION JOINTS AT EVEN

SPACING AT A DISTANCE APART EQUAL TO THE

SIDEWALK WIDTH AND AS IS TYPICAL IN CONCRETE

CONSTRUCTION.

5. ADJUST EXISTING STRUCTURES TO PROPOSED RIM

ELEVATIONS.

6. PARKING LOT STRIPING SHALL MATCH EXISTING

DIMENSIONS.

7. SEE SHEET C-112 FOR SITE COORDINATE PLAN

PROPOSED PARKING STALLS: 25

ADA ACCESSIBLE STALLS: 1

ACCESSIBLE PATH

GRAVEL EDGE

CONCRETE PAVEMENT

ASPHALT PAVEMENT

CONTRACTOR WORK LIMITS

M . B

C-104 1/2/2024 3:09:09 PM \\thehaskellco.net\CORE\PRJ\155_GovDesign\1550017 USACE Detroit Arsenal Building\21DesignWorking\CIVL\05AutoCAD\2Sheets\655526C104.dwg

2Q R

_P la ns _V ol 1-

X X

C.B.

RIM=617.65

INV

616.09

GAS

METER

L.P.

ELEC.M.H.

RIM=621.12

ELEC.M.H.

RIM=622.53

ELEC.M.H.

RIM=619.79

TELE.M.H.

RIM=618.54

WSV

HYD.

STORAGE

CONTAINER

STORAGE

CONTAINER

BOL.(4)

PETROLEUM &

WATER CENTER SIGN

HYD.

BOL.(2)

GRAVEL

CONCRETE

14"

ASPHALT

COM.M.H.

RIM=619.32SIGN

SIGN

ASPHALT

BLDG. HGT.= 34.20'

ELEC.

BOX

(7 P

N G

) (1

G S

BOL.

LOADING DOCK AREA

ELEC.

PANEL

ELEC.

BOX

CONSTRUCTION

ELEC.

PANEL SEMI TRAILER

CONCRETE

C O

N C

G S

ELEC.

PANEL

ELEC.

BOX

18"(24")STM.

TM.

18"(15")STM.

6"STM.

SAN

8"SAN.

.4"STM

SAN

12"SAN.

SAN

24"(18")SAN.

4"STM

W W

" W

10" WATERMAIN

E E

GAS

METER

SAN SAN SAN SAN SAN SAN SAN SAN SAN

4"STM.

GVW

12"(18")SAN.

GVW

GGG

SAN

G G

E E

G G

G G G G G G

G G

W W W W W W W

E E E E E E E E

18" RCP

RIM 618.30

INV 606.20

RIM 622.13

INV 615.58

8" R

10" ST

INV 613.0

RIM 616.45

15" W INV 608.98

12 NE INV 610.71

8" NE INV 610.71

8" S 608.98

24" RCP

18" RCP

RIM 617.90

15" SE INV 613.76

24" W INV 613.66

SUMP 611.66

RIM 618.82

15" NW INV 615.0

10" SW INV 615.14

B.H.C.B.

RIM=617.95

12" N INV=615.01

12" W INV=615.00

C.B.

RIM=618.13

12" N INV=615.38

6" SE INV=615.38

12" S INV=615.31

8" SW INV=615.75

C.B.

RIM=618.41

8" NE INV=614.43

4" SE INV=615.86

8" S INV=614.41

C.B.

RIM=618.50

4" NW INV=616.42

C.B.

RIM=618.84

12" NE INV=614.32

12" S INV=614.13

4" W INV=614.84

ST.M.H.

RIM=622.42

18"(24")N INV=615.04

18"(15")SE INV=619.60

24 SW INV=614.93

C.B.

RIM=618.23

12" S INV=615.87

SAN.M.H.

RIM=618.45

12"(18") N INV=599.69

12"(18") SE INV=599.73

24"(18") W INV=599.60

SAN.M.H.

RIM=619.21

12"(18") NW INV=599.82

12"(18") SE INV=599.79

SAN.M.H.

RIM=618.98

12" NW INV=600.48

12" NW INV=606.42

24"(18") NE INV=599.42

24"(18") S INV=599.33

SAN.M.H.

RIM=619.74

8" NW INV=610.42

8" SE INV=610.30

FIRE

DEPT.

CONNECT.

18"(24")S INV=615.38

C.B.

RIM=618.94

18"(15") NW INV=615.92

6" SE INV=616.19

F/F= 619.48

F/F= 623.65 F/F= 623.64 F/F= 623.64

F/F=623.63

COM.M.H.

RIM=618.49

DRAIN GRATE

TRANSFORMERS

w/CONC. PAD

STORAGE

CONTAINER

ASPH. RAMP

A.C. UNITS(2)

COMM COMM COMM COMM

COMM

C O

M M

C O

M M

COMM

COMMCOMM

COMM

COMM COMM

M C

O M

COMM

COMM COMM

X X X X X X

6' x1 .6

U C

1.6'x1.6' DUCTBANK

10" WATERMAIN

WSV

HYD.

10" WATERMAIN

" W

10" WATERMAIN

GVW

10" WATERMAIN

X X

E E E E E

E E

E E E E E E E E E

E E

SD SD

STORM CB

RIM:616.39'

8" SW INV.:613.04'

CATCH BASIN

RIM:615.65

INV.:UNKNOWN

(PER RECORD)

POND

BUILDING #210

PETROLEUM AND

WATER CENTER

SHIPPING AND

RECEIVING

BUILDING #249

MOBILE

SIMULATORS

HARDSTAND

C - LOT

O N

STORM CB

RIM:615.18'

INV.:UNKNOWN

(PER RECORD)

STORM MH

RIM:617.93'

12" W INV.:609.67'

12" E INV.:609.67'

12" N INV.:609.60'

E E

ELECTRICAL HH

RIM:618.76'

FIRE DEPT.

CONNECT.

2" GAS

SAN

O N

NSA

NORTH

DETENTION

BASIN

WEST

DETENTION

BASIN

SAN

U D

SAN

SDSDSDSDSDSDSD

2"W 2"W 2"W 2"W10" FP 10" FP 10" FP

U E

MH-C2

U E

SAN

FES-A1b

FES-B1

MH-B2

MH-B3

CO-3

CO-2

UD UD UD

CO-1

UD UD UD UD

U D

OS-A1

FES-C1

FES-A2b

2"G

CBD

MH-D3

MH-D4

GI-D5

CO S SAN S

HUB DRAIN

CO-4

MH-3

MH-2

MH-B4

CB GI-D1

CI-D2

SDSDSDSDSDSDSD SDSDSDSDSDSDSD

SDSDSDSDSDSDSD

FES-A2aFES-A2aFES-A2aFES-A2aFES-A2aFES-A2a

FES-A2c FES-A2d

FES-A1a

FES-A1c FES-A1d

SAN

MH-1

UNDERDRAIN HIGHPOINT

SANITARY MH #581

GROUND TRANSPORTATION

EQUIPMENT BUILDING

\\T H

C O

\C O

R E\

G O

C E

R O

B U

\2 1D

N W

O R

G \C

W G

/2 /2

_N C

S_ 4_

M O

N O

G R

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R M

N L

R P

E, K

9, R O

, M I

G R

O U

N D

T R

O R

O N

E Q

Plot Date: File Path:

S U

GENERAL SHEET NOTES

SHEET KEYNOTES

CALLOUTS

PROPOSED SANITARY SEWER LINE

LEGEND

SAN

PROPOSED GAS LINE

PROPOSED DOMESTIC WATER LINE

PROPOSED FIRE PROTECTION LINE

PROPOSED ELECTRIC LINE

COMM PROPOSED COMMUNICATION LINE

ELECTRIC TRANSFORMER PAD. SEE SHEET C-103 FOR

PAD SIZES AND COORDINATE WITH ELECTRICAL.1

SEE ELECTRICAL DRAWINGS FOR ADDITIONAL DETAIL2

ADJUST TO GRADE3

UNDERGROUND SECONDARY STORAGE TANK. SEE

DETAIL A1 SHEET C-5064

RELOCATED FIRE HYDRANT LOCATION (PROVIDE

BOLLARDS PER DETAIL A1 ON SHEET C-503)5

RELOCATED 8" SANITARY LINE6

6" SANITARY SEWER LATERAL. SEE SHEET C-250 FOR

SANITARY PROFILE7

STORM LINE A. SEE SHEET C-250 FOR STORM PROFILE8

STORM LINE B. SEE SHEET C-251 FOR STORM PROFILE9

STORM LINE C. SEE SHEET C-251 FOR STORM PROFILE10

RELOCATED 2" GAS LINE12

D PROPOSED STORM MANHOLE

PROPOSED CLEANOUT

CONTRACTOR WORK LIMITS

MECHANICAL EQUIPMENT PAD. SEE SHEET C-103 FOR

PAD SIZES AND COORDINATE WITH MECHANICAL13

CONNECTION TO EXISTING MANHOLE. SEE DETAIL B1

SHEET C-50414

UNDERDRAIN PIPE. 4" PERFORATED PIPE IN A TRENCH

TO DRAIN AGGREGATE. SLOPE AT 0.2%17

UD PROPOSED UNDERDRAIN SYSTEM

POST INDICATOR VALVE. SEE DETAIL A1 SHEET C-502

PROVIDE BOLLARDS PER DETAIL A1 SHEET C-50318

OUTFALL STRUCTURE. SEE DETAIL A2 SHEET C-50519

SAN

FUEL

COMM

SD PROPOSED STORM SEWER

EXISTING GAS LINE

EXISTING WATER

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING ELECTRIC LINE

EXISTING FUEL LINE

EXISTING COMMUNICATION LINE

HUB DRAIN. SEE DETAIL B1 SHEET C-50320

CONNECT NEW 6" UNDERDRAIN TO

EX 6" UNDERDRAIN @ ELEV. 617.73±21

NEW 6" UNDERDRAIN (45' @ 0.50% & CAP UPSTREAM END)22

PROPOSED OUTFALL STRUCTURE

CONNECT TO EXISTING STORM STRUCTURE

2" GAS SERVICE. COORDINATE NEW GAS SERVICE WITH

MECHANICAL

PLAN

NORTH

30' 60'0

CONNECTION TO UNDERGROUND STORAGE TANK.

STORM LINE D. SEE SHEET C-251 FOR STORM PROFILE

PROPOSED CATCH BASIN

M . B

C-105

24 8" SANITARY LINE

1/2/2024 3:11:09 PM \\thehaskellco.net\core\PRJ\155_GovDesign\1550017 USACE Detroit Arsenal Building\21DesignWorking\CIVL\05AutoCAD\2Sheets\655526C105.dwg

2Q R

_P la ns _V ol 1-

X X

L.P.

STORAGE

CONTAINER

STORAGE

CONTAINER

BOL.(4)

PETROLEUM &

WATER CENTER SIGN

BOL.(2)

GRAVEL

CONCRETE

14"

ASPHALT

SIGN

ASPHALT

BLDG. HGT.= 34.20'

(7 P

N G

) (1

G S

BOL.

LOADING DOCK AREA

AREA UNDER

CONSTRUCTION

SEMI TRAILER

CONCRETE

C O

N C

G S

GAS

METER

GVW

F/F= 619.48

F/F= 623.65 F/F= 623.64 F/F= 623.64

F/F=623.63

STORAGE

CONTAINER

ASPH. RAMP

A.C. UNITS(2)

X X X X X X

X X

SD SD

POND

BUILDING #210

PETROLEUM AND

WATER CENTER

SHIPPING AND

RECEIVING

BUILDING #249

MOBILE

SIMULATORS

HARDSTAND

621622

621620619

620 619

8 61 9 62

C - LOT

O N

U D

SDSDSDSDSDSDSD

MH-C2

FES-A1b

FES-B1

MH-B2

MH-B3

CO-3

CO-2

UD UD UD

CO-1

UD UD UD UD

U D

OS-A1

FES-C1

FES-A2b

CBD

MH-D3

MH-D4

GI-D5

CO S S

HUB DRAIN

CO-4

MH-3

MH-2

MH-B4

CB GI-D1

CI-D2

SDSDSDSDSDSDSD SDSDSDSDSDSDSD

SDSDSDSDSDSDSD

FES-A2aFES-A2aFES-A2aFES-A2aFES-A2aFES-A2a

FES-A2c FES-A2d

FES-A1a

FES-A1c FES-A1d

MH-1

UNDERDRAIN HIGHPOINT

NORTH

DETENTION

BASIN

WEST

DETENTION

BASIN

618.87

618.24 620.34

618.82

618.62

619.20

-5.00%

-5.16%

-4.20%

-5.00%-6.78%

-2 .7

-1.86%

-1.46% -0.99%

-6.67%

0.55%

-4 .6

618.31

-2 .0

618.72

-5.12%

-4.26%

-1.74%

617.93

618.19

-4 .0

-1

.9 2%

619.90

619.85

619.03 619.05

619.18

618.65

618.64

618.79

618.82

618.88

618.87

618.69

618.63

618.90

618.89

618.50

618.44 -0.30%

-1.99%

-5.00%

-1.80% -2

.6 8%

-1 .7

610.37

620.68

620.68 620.68 619.70

619.28

620.18

620.68

620.31

620.49

620.68

620.20

619.20

618.69

619.40

619.01

618.50 619.32

619.86

619.43

618.63

619.31

620.68

620.68 620.68 620.68 620.68

620.68

619.93

619.85

619.04

619.18 619.23

620.20

620.49

620.20

619.29

620.40

622.04

621.71

618.95

618.47

618.90

620.68

618.22 618.41

619.69

620.06 619.64

619.84 619.95

620.16

620.68

619.82 619.92

619.83

620.03

619.80

621.81

-1 .06

-3.05%

-4.51%

-4.12%

-0 .5

620.68

PROPOSED GROUND

TRANSPORTATION

EQUIPMENT BUILDING

FF = 620.70

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R M

N L

R P

E, K

9, R O

, M I

G R

O U

N D

T R

O R

O N

E Q

Plot Date: File Path:

S U

GENERAL SHEET NOTES

SHEET KEYNOTES

CALLOUTS

EXISTING CONTOUR 1FT INTERVAL

LEGEND

EXISTING CONTOUR 5FT INTERVAL

PROPOSED CONTOUR 1FT

INTERVAL

PROPOSED CONTOUR 5FT

INTERVAL

1 NEW STORM SEWER CATCH BASIN. SEE DETAIL C2

SHEET C-505

OVERFLOW WEIR

619.00 EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION620.00

CONTRACTOR WORK LIMITS

3 NEW CURB INLET. SEE DETAIL C1 SHEET C-505

4 NEW FLARED END SECTION. SEE DETAIL B2

SHEET C-505

5 NEW FLARED END SECTION STEEL BARRIER

MANPROOFING. SEE DETAIL A1 SHEET C-505

6 OUTLET PROTECTION. SEE DETAIL A2 SHEET C-508

7 PRECAST STORM MANHOLE. SEE DETAIL A3

SHEET C-504

8 CONNECTION TO EXISTING MANHOLE. SEE DETAIL A3

SHEET C-504

9 CONCRETE STEPS (4 - 7" RISERS)

10 OUTFALL STRUCTURE. SEE DETAIL A2 SHEET C-505

PLAN

NORTH

30' 60'0

SEE DETAIL B2 SHEET C-506

FOR ENLARGED GRADING PLAN

M . B

C-106 1/2/2024 3:13:09 PM \\thehaskellco.net\core\PRJ\155_GovDesign\1550017 USACE Detroit Arsenal Building\21DesignWorking\CIVL\05AutoCAD\2Sheets\655526C106.dwg

2Q R

_P la ns _V ol 1-

DETENTION

BASIN

WEST

DETENTION

BASIN

X X

CONCRETE

GRAVEL

BLDG.

HGT.=

32.29'

GRAVEL

CONCRETE

ASPHALT

SIGN

ASPHALT

BLDG. HGT.= 34.20'

(7 P

N G

) (1

G S

SEMI TRAILER

CONCRETE

C O

N C

G S

F/F= 619.48

F/F= 623.65 F/F= 623.64 F/F= 623.64

F/F=623.63

ASPH. RAMP

A.C. UNITS(2)

X X X X X

X X X

X X

POND

BUILDING #210

PETROLEUM AND

WATER CENTER

SHIPPING AND

RECEIVING

BUILDING #249

MOBILE

SIMULATORS

HARDSTAND

C - LOT

O N

177.74'

181.34'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R M

N L

R P

E, K

9, R O

, M I

G R

O U

N D

T R

O R

O N

E Q

Plot Date: File Path:

S U

PLAN

NORTH

30' 60'0

GROUND TRANSPORTATION

EQUIPMENT BUILDING

GENERAL SHEET NOTES

SHEET KEYNOTES

CALLOUTS

LEGEND

10M ATFP SETBACK

GRAVEL EDGE

CONCRETE PAVEMENT

ASPHALT PAVEMENT

CONTRACTOR WORK LIMITS

S U

M . B

C-107 1/2/2024 3:14:01 PM \\thehaskellco.net\CORE\PRJ\155_GovDesign\1550017 USACE Detroit Arsenal Building\21DesignWorking\CIVL\05AutoCAD\2Sheets\655526C107.dwg

2Q R

_P la ns _V ol 1-

X X

STORAGE

CONTAINER

STORAGE

CONTAINER

BOL.(4)

PETROLEUM &

WATER CENTER SIGN

BOL.(2)

GRAVEL

CONCRETE

14"

ASPHALT

SIGN

ASPHALT

BLDG. HGT.= 34.20'

(7 P

N G

) (1

G S

BOL.

CONSTRUCTION

SEMI TRAILER

CONCRETE

C O

N C

G S

F/F= 619.48

F/F= 623.65 F/F= 623.64 F/F= 623.64

F/F=623.63

ASPH. RAMP

A.C. UNITS(2)

X X X X X X

X X X

X X

SD SD

POND

BUILDING #210

PETROLEUM AND

WATER CENTER

SHIPPING AND

RECEIVING

BUILDING #249

MOBILE

SIMULATORS

HARDSTAND

621622

621620619

620 619

8 61 9 62

C - LOT

O N

STORM CB

RIM:615.18'

INV.:UNKNOWN

(PER RECORD)

STORM MH

RIM:617.93'

12" W INV.:609.67'

12" E INV.:609.67'

12" N INV.:609.60'

O N

U D

SDSDSDSDSDSDSD

UD UD UD

UD UD UD UD

U D

CBD

SD CO

SDSDSDSDSDSDSD SDSDSDSDSDSDSD

SDSDSDSDSDSDSD

UNDERDRAIN HIGHPOINT

NORTH

DETENTION

BASIN

WEST

DETENTION

BASIN

SFSF

SF SF

SF SF SF SF SF

SF SF SF

SF SF

SF SF SF SF SF

SFSF

4 5

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R M

N L

R P

E, K

9, R O

, M I

G R

O U

N D

T R

O R

O N

E Q

Plot Date: File Path:

S U

30' 60'0

GENERAL SHEET NOTES

SHEET KEYNOTES

CALLOUTS

EXISTING CONTOUR 1FT INTERVAL

LEGEND

EXISTING CONTOUR 5FT INTERVAL

PROPOSED CONTOUR 1FT INTERVAL

PROPOSED CONTOUR 5FT INTERVAL

LIMITS OF DISTURBANCE

SF SILT FENCE

STABILIZED CONSTRUCTION DRIVE

SILT FENCING. SEE DETAIL A1 SHEET C-5071

STABLIZED CONSTRUCTION ENTRANCE. SEE DETAIL A2

SHEET C-5072

CONCRETE WASHOUT.3

CULVERT PROTECTION. SEE DETAIL A1 SHEET C-5084

CONTRACTOR WORK LIMITS

OUTLET PROTECTION. SEE DETAIL A2 SHEET C-5085

INLET PROTECTION. SEE DETAIL B1 SHEET C-5086

EROSION CONTROL MAT TO STABILIZE POND

BEFORE USE. SEE DETAILS B1 AND B3 ON SHEET

C-507

EROSION CONTROL MAT

PLAN

NORTH

GROUND TRANSPORTATION

EQUIPMENT BUILDING

M . B

O N

C O

O L

C-108 1/2/2024 3:16:20 PM \\thehaskellco.net\CORE\PRJ\155_GovDesign\1550017 USACE Detroit Arsenal Building\21DesignWorking\CIVL\05AutoCAD\2Sheets\655526C108.dwg

2Q R

_P la ns _V ol 1-

O N

D R

GROUND TRANSPORTATION

EQUIPMENT BUILDING

CONTRACTOR

LAYDOWN

AREA

CONTRACTOR

HAUL ROUTE

EXISTING

GATE

BLDG

C LOT

M O

U N

D R

ARSENAL AVENUE

D R

N H

O W

TRACK

BLDG 200A

BLDG

200C

BLDG

200B

BLDG

200D

H LOT

J LOT

BRIDGE

CANOPY

BLDG

M1 LOT

L1 LOT

L LOT

E LOT

K LOT

BLDG

O N

RCONTRACTOR

TRAILER

BASE ACCESS

CONTROL

GATE

NOTE: THIS IS ANTICIPATED HAUL ROUTE, UNLESS

BASE REQUIRES A DIFFERENT ROUTE

CONTRACTOR WORKING LIMITS

U.P.

CONCRETE

GRAVEL

STORAGE

CONTAINER

STORAGE

CONTAINER

GRAVEL

BOL.(4)

PETROLEUM &

WATER CENTER SIGN

BOL.(2)

GRAVEL

CONCRETE

ASPHALT

SIGN

ASPHALT

(7 P

N G

G S

BOL.

LOADING DOCK AREA

AREA UNDER

CONSTRUCTION

AREA UNDER

CONSTRUCTION

PATTON

CONCRETE

C O

N C

G S

GAS

METER

GVW

ASPH. RAMP

TTO

CWL1

CWL2

CWL3

CWL4

CWL5

CWL6

CWL7

CWL8

CWL9CWL10

CWL11

CWL12

CWL13

CWL14

CWL15

CWL16CWL17

CWL18

CWL19

CWL20

CWL21

CWL22

CWL23

CWL24

CWL25

CWL26

CWL27

CWL28

CWL29

CWL30

CWL31

CWL32

CWL33

CWL34

CWL35

CWL36

CWL37

CWL38

CWL39

CWL40

CWL41

CWL42

CLA1CLA2

CLA3 CLA4 CT3 CT4

CT2 CT1

PROPOSED HAUL ROUTE

CONTRACTOR LAYDOWN AREA

CONTRACTOR WORKING LIMITS

SITE POINT TABLE

Point

Number

CLA1

CLA2

CLA3

CLA4

CT1

CT2

CT3

CT4

CWL1

CWL2

CWL3

CWL4

CWL5

CWL6

CWL7

CWL8

CWL9

Description

CONTRACTOR LAYDOWN AREA

CONTRACTOR TRAILER

CONTRACTOR WORKING LIMITS

Northing

367300.84

367297.53

367317.51

367320.81

367304.61

367301.31

367321.29

367324.59

367714.14

367713.64

367728.68

367724.71

367800.53

367804.50

367857.74

367857.25

367860.08

Easting

13480433.51

13480363.59

13480362.65

13480432.57

13480513.42

13480443.50

13480442.56

13480512.48

13481093.14

13481083.07

13481082.35

13480998.91

13480995.44

13481097.53

13481095.37

13480989.62

13480989.49

SITE POINT TABLE

Point

Number

CWL10

CWL11

CWL12

CWL13

CWL14

CWL15

CWL16

CWL17

CWL18

CWL19

CWL20

CWL21

CWL22

CWL23

CWL24

CWL25

CWL26

Description

CONTRACTOR WORKING LIMITS

CONTR…

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 11, 2024.