Drawings.pdf

PDF 8 MB Posted Apr 16, 2026

Attached to: Selfridge ANGB, MI - Paving Repair
Solicitation number: GNFR-FC-SEL-26-26229
Issued by: Department of Defense

About this file

Written by GovTribe AI · Apr 16, 2026

This file is a 100% Corrected Final Submittal set of design and construction drawings for a Receiving Area Parking Surface Replacement project at the Commissary Building, Selfridge Air National Guard Base (ANGB), Michigan. The project is identified as EA24MR01, dated April 14, 2026, and was prepared by Tetra Tech for the Defense Commissary Agency (DECA), Directorate of Facilities, Fort Lee, Virginia, and the Design and Construction Division, Lackland AFB, Texas.

The project scope involves complete demolition and replacement of asphalt and concrete pavement in the receiving area parking lot serving the commissary building. Key work elements include: removal of existing asphalt and concrete pavement, removal of a trash compactor and its foundation, installation of new 8-inch Portland cement concrete (PCC) pavement and 4-inch bituminous (HMA) pavement with proper base course, aggregate, and subbase preparation, installation of new bollards with concrete foundations, adjustment of storm drain and sanitary sewer structures to final grades, installation of concrete collars around utilities, and comprehensive grading and erosion control measures. The project incorporates phased construction (Phase A: east of loading ramp; Phase B: west of loading ramp) to maintain building access. Construction documents include detailed specifications for soil compaction, utilities protection and relocation coordination, environmental compliance (SESC measures, hazardous materials management, dewatering procedures), and specific requirements for utility disconnection and reconnection. The contract documents specify adherence to Michigan Department of Transportation (MDOT) material standards, Selfridge ANGB design standards, and federal regulatory requirements including soil relocation guidance and PFAS screening protocols.

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Other files

File	Type	Posted
Proposal Package.pdf	PDF	Apr 16, 2026
Specifications.pdf	PDF	Apr 16, 2026
Wage Determination.pdf	PDF	Apr 16, 2026
Agreement.pdf	PDF	Apr 16, 2026

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___3_

HALL RD.

R D

C H

R D

N A

RIVER RD.

DR.

N T

W P.

GPGP GP

GP GP GP

GP GP

GPGP GP

GP GP

TETRA TECH

IF DRAWING IS NOT 30" X 42", SCALE ACCORDINGLY.

PROJECT NUMBER:

DEFENSE COMMISSARY AGENCY

DRAWN BY:

SUBMITTED BY:

ARCHITECT/ENGINEER:

REVIEWED BY:

DRAWING NUMBER:

SOL NUMBER: DATE:

SHEET:

SEQUENCE

NUMBER:

SYMBOL DATE DESCRIPTION OF REVISIONSACTIOND O NO

APRIL 14, 2026

RECEIVING AREA PARKING SURFACE REPLACEMENT

COMMISSARY BUILDING, SELFRIDGE ANGB, MI

100% CORRECTED FINAL SUBMITTAL

EA24MR01

711 Navarro Street Suite 560 San Antonio, Texas 75205-1739

DIRECTORATE OF FACILITIES

FT. LEE, VIRGINIA

DESIGN AND CONSTRUCTION DIVISION

LACKLAND AFB, TEXAS

OF 184/

G-0011

A. DYKMAN

R. BUSHAW

K. JOZWIK

COVER SHEET

VICINITY MAP

LOCATION MAP

AREA MAP

DECA PROJECT NO. EA24MR01

COMMISSARY BUILDING, SELFRIDGE ANGB, MI

DEFENSE COMMISSARY AGENCY

DIRECTORATE OF FACILITIES, FORT LEE, VIRGINIA

DESIGN & CONSTRUCTION DIVISION, LACKLAND AFB, TEXAS

14 APRIL 2026

RECEIVING AREA PARKING SURFACE REPLACEMENT

PROJECT LOCATION

NOT TO SCALE

N A

S T.

LAKE ST.

LUKE ST.

JOHNSON ST.

GEORGE AVE.

SHEET INDEX

Sheet Number Sheet Title

G-001 COVER SHEET

V-101 EXISTING TOPOGRAPHIC PLAN

B-101 SOIL BORING LOCATION MAP

B-601 SOIL BORING LOGS

C-001 GENERAL NOTES

C-002 CONTRACTOR STAGING PLAN

C-003 CONTRACTOR PHASING PLAN

CD101 DEMOLITION PLAN

CD102 DEMOLITION PLAN PHOTOS

CS101 SITE PLAN

CS501 DETAILS SITE

CG101 GRADING PLAN - WEST

CG102 GRADING PLAN -EAST

CG501 DETAILS GRADING

CP101 JOINT PLAN

CU101 UTILITY PLAN - STORM SEWER

CU201 UTILITY PROFILE - STORM SEWER

CU501 DETAILS UTILITIES

SDSDSDSDSDSDSDSDSDSDSD

SD SD SD

W W

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

W W

SAN SAN SAN SAN SAN SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SAN

COMM COMM COMM C

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

SAN

SDSDSDSDSDSDSDSD

CP1

CP2

4.1

4.5

4.0

4.1

3.9

3.8

3.9

3.7

3.8

573.92

4.1

FFE=578.38

4.1

3.9

3.8

3.5

573.50

3.8

4.1

GREASE TRAP

RIM=574.10

9.55 FEET DEEP

CONDUIT

4.0

3.8

573.80

573.08

573.76

573.60

3.3

573.50

573.84

574.04

574.15

3.5

573.59

3.7

6.0

8.2

8.3

578.31

FFE=578.40

FFE=578.38

TB-5

TB-4

WATER SPIGOT

578.36

573.18

TB-3

4.2

574.22

FFE=578.43

FFE=578.44

4.0

3.8

3.4

573.49

3.8

4.0

4.4

CONDUIT

SERVICE BOX

CONDUIT

574.28

4.2

3.7

2573.78

TB-2

3.7

4.2

TB-1 FDC

FDC

4.7

3.9

573.81

3.8

573.94

3.6

3.9

4.2

574.33

3.9

3.8

4.1

4.0

4.2

574.45

CONDUIT

4.3

4.8

4.3

574.12

4.3

3.6

CB278

RIM=573.48

6" E 571.48

573.78

SDMH281

RIM=574.06

18" E 568.96 18" W 569.06

12" STEEL ENCLOSED PIPE

N AND S 570.96 TOP OF PIPE

SSMH283

RIM=573.75

FULL OF WATER TO RIM

CB284

RIM=572.83

15" S 569.03 18" E 568.93 18" W 568.83

CB285

RIM=573.18

12" WSW 569.83

12" S 569.88 18" E 569.98

6"WSW 570.78

SSMH294

RIM=574.57

FULL OF WATER TO RIM

CONDUIT

574.79

574.73

574.75

PANEL

578.19

578.11

8.3

36574.52

E E

GGGGGG

GGGGGGGGGGGGGG

E E

18" RCP

STEEL

18" RCP

12" RCP

6" PVC

" R

C P

" R

C P

TRASH COMPACTOR

OVERHANG

/CANOPY

BUILDING

CONCRETE

ASPHALT

CONCRETE

STEPS

CONCRETE

RAMP

ELECTRICAL

EQUIPMENT

HAND RAIL

GATE

CONC.

DECK

CONC.

DECK

LIMITS OF SURVEY

G G

GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG

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

E EUP

PRIVACY FENCE

CONC

CONC NOT

LOCATED BY

SURVEY

LOAD BAY

SANITARY

PUMP

STATION

TETRA TECH

IF DRAWING IS NOT 30" X 42", SCALE ACCORDINGLY.

PROJECT NUMBER:

DEFENSE COMMISSARY AGENCY

DRAWN BY:

SUBMITTED BY:

ARCHITECT/ENGINEER:

REVIEWED BY:

DRAWING NUMBER:

SOL NUMBER: DATE:

SHEET:

SEQUENCE

NUMBER:

SYMBOL DATE DESCRIPTION OF REVISIONSACTIOND O NO

APRIL 14, 2026

RECEIVING AREA PARKING SURFACE REPLACEMENT

COMMISSARY BUILDING, SELFRIDGE ANGB, MI

100% CORRECTED FINAL SUBMITTAL

EA24MR01

711 Navarro Street Suite 560 San Antonio, Texas 75205-1739

DIRECTORATE OF FACILITIES

FT. LEE, VIRGINIA

DESIGN AND CONSTRUCTION DIVISION

LACKLAND AFB, TEXAS

OF 18

1. TOPOGRAPHIC SURVEY PROVIDED BY MUXLOW SURVEYING, 3503 VAN DYKE,

MARLETTE, MICHIGAN 48453. DATE OF SURVEY JULY 17, 2024.

2. HORIZONTAL CONTROL: MICHIGAN STATE PLANE COORDINATES, NAD83,

2011, SOUTH ZONE, INTERNATIONAL FEET, GEOID18.

3. VERTICAL CONTROL: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

4. THE UTILITIES SHOWN ARE FROM OBSERVED EVIDENCE, WHERE MARKED BY

MISSDIG OR SUBCONTRACTED GPR, OR FROM PLANS PROVIDED BY CLIENT

OR MISSDIG DESIGN TICKET AND RECEIVED BEFORE THE DATE OF THIS

DRAWING WAS PUBLISHED. NO GUARANTEE IS GIVEN TO THE EXACT SIZE,

LOCATION OR COMPLETENESS. CONTACT LOCAL UTILITY COMPANY PRIOR

TO CONSTRUCTION OR EXCAVATION.

5. THIS TOPOGRAPHIC SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A

LAND TITLE SEARCH. NO PARCEL BOUNDARIES, EASEMENTS, RIGHT OF

WAYS OR OTHER RECORDED INSTRUMENTS ARE DEPICTED OR IMPLIED.

6. ADDITIONAL EXISTING SITE FEATURES OUTSIDE THE LIMITS OF SURVEY ARE

BASED ON AERIAL IMAGERY. LOCATIONS SHOWN ARE APPROXIMATE AND

MAY NOT SHOW ALL FEATURES OUTSIDE THE LIMITS OF SURVEY. SOURCE

OF AERIAL IMAGERY IS NEARMAP.COM, DATE OF CAPTURE MAY 2024.

GENERAL NOTES

EXISTING LEGEND

SURVEY CONTROL POINT

COMMUNICATIONS MANHOLE

COMMUNICATIONS PEDESTAL/RISER

ELECTRICAL MANHOLE

ELECTRICAL PEDESTAL/PANEL

TRANSFORMER

UTILITY POLE

HVAC UNIT

SANITARY SEWER MANHOLE

CLEANOUT

STORM SEWER MANHOLE

CATCH BASIN

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION (FDC)

UTILITY VALVE

UNIDENTIFIED UTILITY FEATURE

GUARD POST/BOLLARD

SPOT ELEVATION

EXIST. CONTOUR MAJOR

EXIST. CONTOUR MINOR

FENCE

HAND/GUARD RAIL

UNDERGROUND COMMUNICATION

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

WATER MAIN

SANITARY SEWER

STORM SEWER

OVERHEAD DOOR

EXISTING BUILDING OR STRUCTURE EXTENTS AT GROUND

FDC

COMM

SAN

CONTROL POINTS

SET 1/2" X 18" REBAR WITH MUXLOW CONTROL CAP

PT. NO. NORTHING(Y) EASTING(X) ELEV(Z) DESCRIPTION

1 409557.41 13539312.92 574.55 CP

2 409560.80 13539150.76 575.09 CP

SCALE: 1" = 10'

EXISTING TOPOGRAPHIC PLAN1 10' 20'0

PLAN

NORTH

V-1012

A. DYKMAN

R. BUSHAW

K. JOZWIK

EXISTING TOPOGRAPHIC PLAN

TETRA TECH

IF DRAWING IS NOT 30" X 42", SCALE ACCORDINGLY.

PROJECT NUMBER:

DEFENSE COMMISSARY AGENCY

DRAWN BY:

SUBMITTED BY:

ARCHITECT/ENGINEER:

REVIEWED BY:

DRAWING NUMBER:

SOL NUMBER: DATE:

SHEET:

SEQUENCE

NUMBER:

SYMBOL DATE DESCRIPTION OF REVISIONSACTIOND O NO

APRIL 14, 2026

RECEIVING AREA PARKING SURFACE REPLACEMENT

COMMISSARY BUILDING, SELFRIDGE ANGB, MI

100% CORRECTED FINAL SUBMITTAL

EA24MR01

711 Navarro Street Suite 560 San Antonio, Texas 75205-1739

DIRECTORATE OF FACILITIES

FT. LEE, VIRGINIA

DESIGN AND CONSTRUCTION DIVISION

LACKLAND AFB, TEXAS

OF 181/

B-1013

A. DYKMAN

R. BUSHAW

K. JOZWIK

SOIL BORING LOCATION MAP

1. GETECHNICAL INVESTIGATION REPORT (PROJECT NUMBER 24-099) PERFORMED BY FK ENGINEERING, DATED SEPTEMBER 3, 2024.

2. FK ENGINEERING REPORT INDICATES THE PRESENCE OF GROUND WATER AT AN APPROXIMATE DEPTH OF 6 INCHES TO 18

INCHES FROM THE EXISTING GROUND SURFACE ELEVATIONS.

GENERAL NOTES

PROJECT NUMBER:

DEFENSE COMMISSARY AGENCY

DRAWN BY:

SUBMITTED BY:

ARCHITECT/ENGINEER:

REVIEWED BY:

DRAWING NUMBER:

SOL NUMBER: DATE:

SHEET:

SEQUENCE

NUMBER:

SYMBOL DATE DESCRIPTION OF REVISIONSACTIOND O NO

APRIL 14, 2026

RECEIVING AREA PARKING SURFACE REPLACEMENT

COMMISSARY BUILDING, SELFRIDGE ANGB, MI

100% CORRECTED FINAL SUBMITTAL

EA24MR01

711 Navarro Street Suite 560 San Antonio, Texas 75205-1739

DIRECTORATE OF FACILITIES

FT. LEE, VIRGINIA

DESIGN AND CONSTRUCTION DIVISION

LACKLAND AFB, TEXAS

OF 182/

B-6014

A. DYKMAN

R. BUSHAW

K. JOZWIK

SOIL BORING LOGS

PROJECT NUMBER:

DEFENSE COMMISSARY AGENCY

DRAWN BY:

SUBMITTED BY:

ARCHITECT/ENGINEER:

REVIEWED BY:

DRAWING NUMBER:

SOL NUMBER: DATE:

SHEET:

SEQUENCE

NUMBER:

SYMBOL DATE DESCRIPTION OF REVISIONSACTIOND O NO

APRIL 14, 2026

RECEIVING AREA PARKING SURFACE REPLACEMENT

COMMISSARY BUILDING, SELFRIDGE ANGB, MI

100% CORRECTED FINAL SUBMITTAL

EA24MR01

711 Navarro Street Suite 560 San Antonio, Texas 75205-1739

DIRECTORATE OF FACILITIES

FT. LEE, VIRGINIA

DESIGN AND CONSTRUCTION DIVISION

LACKLAND AFB, TEXAS

OF 184/

C-0015

A. DYKMAN

R. BUSHAW

K. JOZWIK

GENERAL NOTES

1. FOR THE PURPOSE OF THE GENERAL NOTES BELOW, THE TERM SANGB SHALL MEAN

"SELFRIDGE AIR NATIONAL GUARD BASE".

2. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN STRICT

ACCORDANCE WITH THE MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS

ADOPTED BY THE U.S, AIR NATIONAL GUARD (ANG). WHERE CONFLICTS OR OMISSIONS

EXIST, THE ANG STANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEVIATION FROM

PLANS AND SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVAL

HAS BEEN ISSUED BY THE CONTRACTING OFFICER.

3. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED AS PER

SPECIFICATIONS (SUBMITTALS).

4. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL

REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING ANY

CONSTRUCTION INCLUDING BASE SPECIFIC DIG PERMITS. NO CONSTRUCTION,

EXCAVATION, OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR

HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE

PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES, STOP

WORK ORDERS OR ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEING IN

VIOLATION OF THE REQUIREMENTS ABOVE, SHALL BE FULLY BORNE BY THE

CONTRACTOR.

5. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE

PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE

GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO

RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION

ACTIVITY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE

VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY

RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE

CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITIES,

WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY. ALL

UNFORESEEN UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION

SHALL BE BROUGHT TO THE ATTENTION OF THE BASE ENGINEER FIRST. ANY FEES

ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE IN ACCORDANCE WITH

RESPECTIVE UTILITY COMPANY STANDARDS. IT IS REQUESTED THAT UTILITY

COMPANIES MOVE THEIR PARTICULAR UTILITIES. ANY DELAY OR INCONVENIENCE

CAUSED TO THE CONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES

SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION TO THE

CONTRACTOR WILL BE ALLOWED.

6. FOR THE PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH

PUBLIC ACT 174 OF 2013, THE CONTRACTOR SHALL CONTACT MISS DIG SYSTEM, INC.

BY PHONE AT 811 OR 800-482-7171 OR VIA THE WEB AT EITHER ELOCATE.MISSDIG.ORG

OR SINGLE ADDRESS OR RTE.MISSDIG.ORG A MINIMUM OF 3 BUSINESS DAYS PRIOR

TO EXCAVATING, EXCLUDING WEEKENDS AND HOLIDAYS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSTRUCTION

ACTIVITIES FROM TAKING PLACE OUTSIDE OF THE CONTRACTOR WORK LIMITS

SHOWN ON THE PLANS. ALL AREAS DISTURBED BY CONTRACTOR OR

SUBCONTRACTOR (EQUIPMENT AND/OR PERSONNEL VEHICLES) SHALL BE RESTORED

TO ORIGINAL CONDITION OR BETTER, UNLESS OTHERWISE NOTED IN THE

CONSTRUCTION DOCUMENTS.

8. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONSTRUCTION DOCUMENTS

AND ALL PERMITS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY

TESTING TO ASSURE THAT THE PROPER COMPACTION HAS BEEN ACHIEVED ON THE

SUBGRADE, BASE, AND ALL OTHER PERTINENT AREAS THAT HAVE BEEN COMPLETED.

THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH TESTING AND

RETESTING OF THE AREAS AND SHALL PROVIDE THE OWNER AND THE CONTRACTING

OFFICER WITH COPIES OF THE CERTIFICATION OF COMPACTION FROM THE TESTING

COMPANY.

10. CONTRACTOR TO DETERMINE IF ANY OFF-SITE MATERIALS WILL NEED TO BE

IMPORTED TO ACHIEVE THE GRADES SPECIFIED ON THE PLANS.

11. CONTRACTOR SHALL USE HAUL ROUTE SHOWN UNLESS DIRECTED OTHERWISE BY

THE CONTRACTING OFFICER.

12. CONTRACTOR IS TO COORDINATE ALL WORK WITH OTHER ONGOING CONSTRUCTION.

DEMOLITION NOTES

1. CONTRACTOR IS REQUIRED TO SUBMIT A DEWATERING WORK PLAN, AS REQUIRED BY

SPECIFICATION SECTION 31 00 00, TO THE SELFRIDGE ENVIRONMENTAL OFFICE. THE

DEWATERING PLAN MUST BE APPROVED BY THE ENVIRONMENTAL OFFICE PRIOR TO

CONSTRUCTION ACTIVITIES. A DEWATERING PERMIT FROM THE STATE OF MICHIGAN

ENVIRONMENT, GREAT LAKES, AND ENERGY (EGLE) IS REQUIRED, IF DEWATERING

DISCHARGE OCCURS OVER A 2.0 MILLION GALLONS PER DAY WITHDRAWAL CAPACITY.

2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES OR LOCAL AUTHORITIES

FURNISHING ELECTRICAL, POWER SERVICE SO THEY CAN REMOVE, RELOCATE,

DISCONNECT, CAP OR PLUG THEIR EQUIPMENT IN ORDER TO FACILITATE DEMOLITION.

ALL OTHER UTILITIES (WATER, TELEPHONE OR SEWER) SHALL BE DISCONNECTED,

CAPPED OR PLUGGED BY THE CONTRACTOR AS DIRECTED BY THE CONTRACTING

OFFICER.

3. THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS

SHOWN ON THESE PLANS AND UTILITIES AND OTHER IMPROVEMENTS NOT SHOWN.

THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REPAIRS OF UTILITIES AND

OTHER IMPROVEMENTS DAMAGED DURING CONSTRUCTION AND SHALL MAINTAIN

SUFFICIENT PROTECTION FOR ALL UTILITIES REQUIRED TO PROTECT THEM FROM

DAMAGE AND TO PROTECT THE SANGB FACILITIES DURING CONSTRUCTION.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL TREES,

STRUCTURES, AND UTILITIES NOT MARKED FOR REMOVAL OR DEMOLITION AND

SHALL PROMPTLY REPAIR ANY DAMAGE AS DIRECTED BY THE CONTRACTING

OFFICER AT NO COST TO OWNER.

5. THE CONTRACTOR SHALL REMOVE PAVING MARKED FOR DEMOLITION WHICH

INCLUDES ALL ASPHALT, CONCRETE AND BASE.

6. THE CONTRACTOR SHALL SAW-CUT A SMOOTH STRAIGHT EDGE ON ANY PAVEMENT

PROPOSED FOR DEMOLITION PRIOR TO ITS REMOVAL AS DIRECTED IN THE DETAILS

AND SPECIFICATIONS. PRIOR TO CONNECTING PROPOSED PAVEMENT TO EXISTING

PAVEMENT, THE CONTRACTOR SHALL ENSURE THAT THE EDGE OF THE EXISTING

PAVEMENT IS STRAIGHT AND UNIFORM THROUGH FULL DEPTH TO BOTTOM OF BASE.

7. CONTRACTOR TO DIVERT SOLID WASTE FROM THE LANDFILL AS REQUIRED IN THE

SPECIFICATIONS. RECYCLE MATERIAL TO BE SEPARATED AND DIVERTED TO

RECYCLING FACILITY. SOLID WASTE THAT CAN'T BE DIVERTED SHALL GO TO A STATE

CERTIFIED LANDFILL.

8. CHANGES OR ADDITIONS TO DEMOLITION REQUIREMENTS SHOWN ARE SUBJECT TO

APPROVAL FROM THE CONTRACTING OFFICER.

9. STAGING AREAS ARE TO BE RESTORED TO PRE-CONSTRUCTION CONDITIONS OR

BETTER AS APPROVED BY THE CONTRACTING OFFICER.

SITE UTILITY NOTES

1. CONTRACTOR SHALL MAKE NECESSARY ARRANGEMENTS WITH THE CONTRACTING

OFFICER FOR UTILITY LOCATES AND UTILITY SHUT-OFFS. ALL SHUT-OFFS REQUIRE

WRITTEN NOTICE, A MINIMUM OF 14 CALENDAR DAYS PRIOR TO WORK BEING

PERFORMED. CONTRACTOR IS REQUIRED TO PERFORM NECESSARY PREPARATORY

WORK AND EXCAVATION REQUIRED TO ALLOW SERVICE CONNECTIONS TO BE

CONSTRUCTED AND/OR TERMINATED. RESTORE DISTURBED SURFACES TO MEET OR

EXCEED EXISTING CONDITIONS IMMEDIATELY FOLLOWING CONSTRUCTION

2. CONTRACTOR SHALL IMMEDIATELY REPAIR ANY UNDERGROUND UTILITIES DAMAGED

BY CONSTRUCTION OPERATIONS. PAY ANY AND ALL DAMAGES ASSOCIATED WITH THE

CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE UNDERGROUND

FACILITIES AND UTILITIES.

3. EXISTING FIRE HYDRANTS TO BE PRESERVED SHALL BE MADE ACCESSIBLE TO FIRE

DEPARTMENT ACCESS, UNLESS WRITTEN PERMISSION FROM THE FIRE DEPARTMENT

IS OBTAINED.

4. CONTRACTOR SHALL MAKE NECESSARY ARRANGEMENTS WITH THE CONTRACTING

OFFICER AND FIRE DEPARTMENT FOR ANY DISRUPTION OF WATER TO FIRE

HYDRANTS.

5. COMMUNICATION LINES THAT ARE MARKED IN THE FIELD ARE APPROXIMATE.

CONTRACTOR IS REQUIRED TO HAND DIG A MINIMUM OF 3-FEET ON EACH SIDE OF

THE FIELD MARKED UTILITY.

DIG PERMIT NOTES

1. THE CONTRACTOR IS TO PROVIDE THE CONTRACTING OFFICER WITH THE FOLLOWING

INFORMATION WITH A COMPLETED FORM 332 (WORK REQUEST) INDICATING THE NEED

FOR A DIG PERMIT.

A.NAME, PHONE NUMBER AND ORGANIZATION/BUSINESS OF THE REQUESTER.

B.PURPOSE OF THE EXCAVATION.

C.DATE EXCAVATION IS EXPECTED TO COMMENCE.

D. A DRAWING OF THE EXCAVATION AREA.

E.DEPTH OF EXCAVATION.

2. THE CONTRACTOR IS TO ENSURE PROPOSED EXCAVATION SITE IS PHYSICALLY

MARKED WITH WHITE PAINT OR FLAGS.

3. THE CONTRACTOR IS TO OPEN A DIG TICKET W/MISS DIG, (TEL#: 800-482-7171,

HTTPS://WWW.MISSDIG811.ORG/) FOR GAS AND TELEPHONE LOCATING. ENSURE A

CORRECT ADDRESS AND DETAILED MAP OF DIG SITE IS INCLUDED.

4. EACH AGENCY WITH UTILITIES IN THE AREA OF EXCAVATION, AFTER MARKING THE

AREA, WILL ANNOTATE ON FORM 103, “MARKED” AND SIGN THE FORM, COMPLETING

THEIR REQUIREMENT FOR THE DIG PERMIT. AREAS OF EXCAVATION THAT ARE CLEAR

OF UTILITIES, WILL BE ANNOTATED “CLEAR” AND SIGNED IN THE APPROPRIATE BLOCK

FOR THAT AGENCY. ALL UTILITIES IN THE VICINITY OF THE EXCAVATION WILL BE

PHYSICALLY LOCATED AND MARKED WITH FLUORESCENT PAINT USING THE

FOLLOWING UNDERGROUND UTILITY COLOR CODES:

A.RED. ELECTRIC POWER LINES, CABLES, CONDUITS, AND LIGHTING CABLES.

B. YELLOW. GAS, OIL, STEAM, PETROLEUM, OR GASEOUS MATERIALS.

C.ORANGE. COMMUNICATIONS, ALARM/SIGNAL LINES, CABLES/CONDUIT AND CATV.

D.BLUE. WATER, IRRIGATION, OR SLURRY LINES.

E. GREEN. SEWER AND DRAIN LINES.

F. WHITE. PROPOSED EXCAVATION.

G. PINK. RESERVED FOR SURVEYING PURPOSES ONLY.

5. REQUESTER MUST BE THE PRIME CONTRACTOR AND MUST COMPLY WITH ALL

DIRECTIVES FROM THE BASE CIVIL ENGINEER.

6. CONTRACTOR IS REQUIRED TO MAINTAIN A MINIMUM CLEARANCE OF 24 INCHES

BETWEEN THE UNDERGROUND UTILITY AND THE CUTTING EDGE OR POINT OF ANY

POWER OPERATED EXCAVATING OR EARTHMOVING EQUIPMENT. IF UTILITY IS NOT

FOUND WITHIN 24 INCHES OF LOCATE MARKS, IMMEDIATELY NOTIFY 127TH CES WORK

CONTROL FOR SHOP/CONTRACTOR ASSISTANCE ON LOCATING/IDENTIFYING LINES.

CONTRACTOR IS REQUIRED TO MAINTAIN A MINIMUM OF 36 INCHES FOR

TELECOMMUNICATION LINES BETWEEN THE MARKED UNDERGROUND UTILITY AND

THE CUTTING EDGE OR POINT OF ANY POWER OPERATED EXCAVATING OR

EARTHMOVING EQUIPMENT.

7. IF EXCAVATION IS REQUIRED WITHIN 24 INCHES HORIZONTALLY OF ANY MARKING (36

INCHES FOR TELECOMMUNICATIONS), THE EXCAVATION SHOULD BE PERFORMED

USING HAND TOOLS OR VACUUM EXCAVATION WITH EXTREME CARE AND WITHOUT

DAMAGING THE MARKED UTILITY.

8. IF, DURING THE COURSE OF EXCAVATION, A UTILITY HAS BEEN EXPOSED, IT IS THE

EXCAVATOR'S RESPONSIBILITY TO SUPPORT THESE UTILITIES. THE EXCAVATOR ALSO

MUST BE CERTAIN THE UTILITIES HAVE NOT BEEN STRUCK OR DAMAGED IN ANY

CAPACITY, INCLUDING BEING PULLED OR “KINKED”.

9. IF DAMAGE OF ANY KIND IS DISCOVERED, OR IF A UTILITY IS CONTACTED, IT IS THE

EXCAVATOR'S RESPONSIBILITY TO DIRECTLY AND IMMEDIATELY NOTIFY THE BASE

CIVIL ENGINEER'S CUSTOMER SERVICE SECTION (586-239-4354) AND CONTRACTING

OFFICER.

10. ANY EXCAVATION ATTEMPTED WITHOUT A PROPER APPROVED DIGGING PERMIT MAY

SUBJECT EXCAVATOR TO LIABILITY FOR REIMBURSEMENT.

SOIL AND GROUNDWATER TESTING

1. ALL SOIL RELOCATION WITHIN THE INSTALLATION REQUIRES COORDINATION WITH

AND APPROVAL FROM THE ANGB ENVIRONMENTAL MANAGEMENT OFFICE.

2. ALL SOILS RELOCATED/REMOVED FROM THE INSTALLATION MUST BE SAMPLED,

CHARACTERIZED, AND PROPERLY TRANSPORTED TO A LICENSED DISPOSAL FACILITY.

NO SOILS DEPARTING THE INSTALLATION MAY BE USED AT BORROW PITS, OR SENT

FOR ANY FORM OF RECYCLE/REUSE. SEE SPECIFICATION ATTACHMENT “SOIL

RELOCATION GUIDANCE MEMO FOR SANGB, DATE 11-FEB-2025” FOR ADDITIONAL

INFORMATION.

3. SOILS REMOVED FROM THE PROJECT LIMITS MUST BE SCREENED FOR TOLERANCES

AGAINST ABIOTIC STRESSES CAUSED BY SALINITY, PH, TEMPERATURE, LEAD AND

PFAS CONTAMINATION. THE MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT

LAKES, AND ENERGY (EGLE) PROHIBITS TRANSFER OF CONTAMINATED SOILS FROM

ONE LOCATION TO ANOTHER LOCATION ON BASE UNLESS DETERMINED IMPACTS ARE

BELOW CRITERIA. SEE SPECIFICATION SECTION 01 30 00 FOR SOIL AND

GROUNDWATER DISPOSAL FORMS.

4. CROCK WELLS AND GROUNDWATER WELLS FOR ANY WATER USE IS NOT ALLOWED.

5. IF GROUNDWATER CONCENTRATIONS EXCEED CLEANUP CRITERIA REQUIREMENTS

FOR RESPONSE ACTIVITY (FORMERLY THE PART 201 GENERIC CLEANUP CRITERIA

AND SCREENING LEVELS) IDENTIFIED, DEWATERED GROUNDWATER SHALL BE

CONTAINERIZED AND PROPERLY DISPOSED VIA OFF-SITE DISPOSAL TO A LICENSED

FACILITY AND/OR VIA GREAT LAKES WATER AUTHORITY (GLWA) SANITARY SEWER

SYSTEM WITH APPROVAL OF A SPECIAL DISCHARGE PERMIT.

SOIL EROSION AND SEDIMENTATION

CONTROL (SESC) NOTES

1. 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.

2. STAGING THE WORK WILL BE DONE BY THE CONTRACTOR AS DIRECTED IN THESE PLANS AND

AS REQUIRED TO ENSURE PROGRESSIVE STABILIZATION OF DISTURBED EARTH CHANGE.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF SOIL

EROSION AND SEDIMENTATION CONTROL DEVICES.

4. THE CONTRACTOR 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 CONTRACTING OFFICER.

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

CONTRACTING OFFICER HAS THE RIGHT TO REQUIRE ADDITIONAL SESC MEASURES AT THE

EXPENSE OF THE CONTRACTOR.

6. INSTALL A CRUSHED CONCRETE ACCESS DRIVE PLACED ON GEOTEXTILE FABRIC AS INDICATED

ON THE PLAN. NEW LAYERS OF CRUSHED CONCRETE WILL BE ADDED AS OLD LAYERS BECOME

COMPACTED.

7. 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.

8. INSTALL INLET FILTER ON ALL PAVEMENT CATCH BASINS PER DETAIL.

A.INLET FILTERS SHALL BE INSPECTED WEEKLY UNDER NORMAL CONDITIONS, WITHIN 24

HOURS OF A 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.

9. INSTALL INLET PROTECTION ON ALL CATCH BASINS PER DETAIL, SEED OR SOD THE AREA

BETWEEN THE SILT FENCE AND THE INLET.

A.INLET PROTECTION SHALL BE INSPECTED WEEKLY UNDER NORMAL CONDITIONS, WITHIN

24 HOURS OF RAINFALL AND DURING A PROLONGED RAIN EVENT.

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 FABRIC DECOMPOSES OR BECOME INEFFECTIVE PRIOR TO THE END OF EXPECTED

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

PROMPTLY.

10. INLET SEDIMENT TRAPS AND ALL DITCH SEDIMENT TRAPS SHALL BE INSPECTED DAILY. THE

SEDIMENT PITS SHALL BE CLEANED OUT WHEN HALF FULL, OR AS DIRECTED BY THE

CONTRACTING OFFICER.

11. ALL STOCKPILED 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, THEN

THE STOCKPILE MUST BE SEEDED. SILT FENCE MUST BE INSTALLED AROUND THE PERIMETER

OF THE STOCKPILE.

12. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH UNWEATHERED SMALL

GRAIN STRAW, SPREAD UNIFORMLY AT THE RATE OF 1 TO 2 TONS PER ACRE OR 100 POUNDS

(2-3 BALES) PER 1000 SQUARE FEET. THIS MULCH SHOULD BE ANCHORED WITH DISC TYPE

MULCH ANCHORING TOOL OR OTHER MEANS AS APPROVED BY THE

13. MACOMB COUNTY PUBLIC WORKS OFFICE MULCH MATTING MAY BE USED IN LIEU OF LOOSE

MULCH.

14. 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.

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

16. STREETS AND OR PARKING AREAS WILL BE SCRAPED ON A DAILY BASIS AND SWEPT AT A

MINIMUM OF ONCE PER WEEK BY THE CONTRACTOR.

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

18. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR

ANY DISTURBED LAND AREA SHALL BE COMPETED 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 AREA AFTER EARTH CHANGE

19. ACTIVITY CEASES, TEMPORARILY SOIL EROSION CONTROL MEASURES SHALL BE

IMPLEMENTED IMMEDIATELY. ALL TEMPORARY SOIL EROSION CONTROL SHALL BE

MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IMPLEMENTED.

ALL PERMANENT SOIL EROSION CONTROL MEASURES WILL BE IMPLEMENTED AND

ESTABLISHED BEFORE A CERTIFICATE OF COMPLIANCE IS ISSUED.

20. FINAL GRADE, ESTABLISH VEGETATION AND OR LANDSCAPE ALL DISTURBED AREAS NOT BUILT

OR PAVED UPON.

21. REMOVE ALL TEMPORARY SOIL EROSION DEVICES AFTER PERMANENT STABILIZATION IS

ESTABLISHED.

22. NAME OF NEAREST WATERCOURSE: LAKE ST. CLAIR

23. DISTANCE TO NEAREST WATERCOURSE IN FEET: +/- 1010' EAST OF THE PROJECT AREA.

24. TOTAL ACRES DISTURBED = 0.49 ACRES

SESC SEQUENCE OF CONSTRUCTION

1. THE FOLLOWING SEQUENCE OF CONSTRUCTION SHALL BE FOLLOWED:

A.INSTALL SILT FENCE AS SHOWN ON THE PLANS.

B. INSTALL A TEMPORARY MUD TRACKING DEVICE AT INGRESS/EGRESS POINTS TO THE

SITE.

C. CONTRACTOR AND COR SHALL AGREE ON TREE PROTECTION MEASURES PRIOR TO

BEGINNING MASS GRADING.

D.NO TREES SHALL BE REMOVED OUTSIDE OF GRADING LIMITS.

E. INSTALL AND MAINTAIN EROSION CONTROL MEASURES AS WORK PROGRESSES.

F. PROVIDE EROSION CONTROL MEASURES AT CATCH BASINS.

G.CLEAN PAVEMENT, WALKS, CULVERTS, WATERCOURSES, AND STORM SEWER SYSTEMS

OF ALL ACCUMULATED SEDIMENT IN CONJUNCTION WITH THE REMOVAL OF ALL

TEMPORARY EROSION CONTROL MEASURES WHEN GROUND COVER HAS BEEN

ESTABLISHED.

SPILL CONTROLNOTES

1. IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES

DISCUSSED IN THE PREVIOUS NOTES OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE

FOLLOWED FOR SPILL PREVENTION AND CLEANUP:

A.MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY

POSTED AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE

LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES.

B. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.

C. SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE

BASE ENVIRONMENTAL FLIGHT, REGARDLESS OF SIZE.

D. THE SPILL PREVENTION PLAN MUST BE ADJUSTED TO INCLUDE MEASURES TO PREVENT

THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS

ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP

MEASURES WILL ALSO BE INCLUDED.

E. THE SITE SUPERINTENDENT IS RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS

WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR.

HAZARDOUS MATERIAL NOTES

1. CONTRACTORS USING HAZARDOUS MATERIALS, AS DEFINED IN SELFRIDGE DESIGN

STANDARDS (2017), MUST REPORT THE TYPES AND QUANTITIES USED WHILE LOCATED AT

SANGB USING FORM 23 - CONTRACTOR HAZMAT IDENTIFICATION (SEE SECTION 01 30 00).

2. FORM 23 - CONTRACTOR HAZMAT IDENTIFICATION AND SAFETY DATA SHEETS (SDS) FOR

EACH MATERIAL MUST ACCOMPANY THE FORM PRIOR TO MATERIALS BROUGHT ON BASE.

MATERIAL SHALL BE APPROVED BY BASE ENVIRONMENTAL PRIOR BEING TRANSPORTED ON

BASE.

3. CONTRACTORS ARE REQUIRED TO REPORT THE AMOUNT OF USED AND UNUSED HAZARDOUS

MATERIALS ON-BASE AT THE BEGINNING, MID-POINT, AND END OF THE CONSTRUCTION

PROJECT. CONTRACTORS MUST ALSO REPORT ANY LARGE HAZARDOUS MATERIAL TYPE OR

QUANTITY CHANGES.

4. ALL MATERIALS RECYCLED OR DISPOSED OFF-SITE OF THE INSTALLATION SHALL BE

QUANTIFIED ON THE AIR FORCE FORM 72 - SOLID WASTE AND DIVERSION TRACKING FORM

(SEE SECTION 01 30 00).

5. CONTAINERS USED TO STORE AND TRANSPORT HAZARDOUS WASTE MUST MEET

DEPARTMENT OF TRANSPORTATION (DOT) 49 CFR 172 SPECIFICATIONS. CONTAINERS MUST

BE KEPT CLOSED AT ALL TIMES EXCEPT WHEN FILLING EMPTYING ETC.

6. EACH HAZARDOUS WASTE CONTAINER MUST BE PROPERLY LABELED USING AN EPA

HAZARDOUS WASTE LABEL. CONTRACTOR MUST SHIP ALL HW WITHIN 90 DAYS FOR PROPER

DISPOSAL.

7. HAZARDOUS MATERIAL FOR THE PURPOSE OF THESE STANDARDS SHALL MEAN ANY ITEM:

A. THAT IS A HEALTH HAZARD OR PHYSICAL HAZARD AS DEFINED IN 29 CFR, 1910.1200I.

B. AND/OR ITS DISPOSAL THAT IS REGULATED BY EPA UNDER 40 CFR.

C. THAT IS HAZARDOUS IN ACCORDANCE WITH DOT REGULATIONS UNDER 49 CFR.

D. THAT IS HAZARDOUS IN ACCORDANCE WITH THE DANGEROUS GOODS REGULATIONS OF

THE INTERNATIONAL AIR TRANSPORT ASSOCIATION.

E. THAT IS CLASSIFIED AS HAZARDOUS IN AFJMAN 24-204.

F. THAT CONTAINS ASBESTOS, MERCURY OR POLYCHLORINATED BIPHENYL'S (PCBS.)

G.THAT IS MAGNETIC AND REGULATED UNDER 49 CFR.

PROJECT NUMBER:

DEFENSE COMMISSARY AGENCY

DRAWN BY:

SUBMITTED BY:

ARCHITECT/ENGINEER:

REVIEWED BY:

DRAWING NUMBER:

SOL NUMBER: DATE:

SHEET:

SEQUENCE

NUMBER:

SYMBOL DATE DESCRIPTION OF REVISIONSACTIOND O NO

APRIL 14, 2026

RECEIVING AREA PARKING SURFACE REPLACEMENT

COMMISSARY BUILDING, SELFRIDGE ANGB, MI

100% CORRECTED FINAL SUBMITTAL

EA24MR01

711 Navarro Street Suite 560 San Antonio, Texas 75205-1739

DIRECTORATE OF FACILITIES

FT. LEE, VIRGINIA

DESIGN AND CONSTRUCTION DIVISION

LACKLAND AFB, TEXAS

OF 182/

C-0026

A. DYKMAN

R. BUSHAW

K. JOZWIK

CONTRACTOR STAGING PLAN

SCALE: 1" = 50'

CONTRACTOR STAGING PLAN2 50' 100'0

PLAN

NORTH

NOT TO SCALE

PROPOSED HAUL ROUTE1

PLAN

NORTH

CONTRACTOR STAGING AREA

PROPOSED HAUL ROUTE

PROJECT LOCATION

PROJECT NUMBER:

DEFENSE COMMISSARY AGENCY

DRAWN BY:

SUBMITTED BY:

ARCHITECT/ENGINEER:

REVIEWED BY:

DRAWING NUMBER:

SOL NUMBER: DATE:

SHEET:

SEQUENCE

NUMBER:

SYMBOL DATE DESCRIPTION OF REVISIONSACTIOND O NO

APRIL 14, 2026

RECEIVING AREA PARKING SURFACE REPLACEMENT

COMMISSARY BUILDING, SELFRIDGE ANGB, MI

100% CORRECTED FINAL SUBMITTAL

EA24MR01

711 Navarro Street Suite 560 San Antonio, Texas 75205-1739

DIRECTORATE OF FACILITIES

FT. LEE, VIRGINIA

DESIGN AND CONSTRUCTION DIVISION

LACKLAND AFB, TEXAS

OF 182/

C-0037

A. DYKMAN

R. BUSHAW

K. JOZWIK

CONTRACTOR PHASING PLAN

SCALE: 1" = 10'

CONTRACTOR PHASING PLAN1

PLAN

NORTH

PHASE B

10' 20'0

PHASE A

1. THE PROJECT WILL BE COMPLETED IN TWO PHASES; PHASE A - EAST OF THE

LOADING RAMP AND PHASE B - WEST OF THE LOADING RAMP.

2. PHASE A INCLUDES REPLACING THE PAVEMENT AREA ON THE EAST SIDE OF

THE LOADING RAMP AND REMOVING THE TRASH COMPACTOR. ALL TRAFFIC

WILL ENTER AND EXIT FROM THE WEST END OF THE BUILDING.

3. PHASE B INCLUDES REPLACING THE PAVEMENT AREA ON THE WEST SIDE OF

THE LOADING RAMP. ALL TRAFFIC WILL ENTER AND EXIT FROM THE EAST

END OF THE BUILDING.

4. CONTRACTOR SHALL INSTALL TEMPORARY CHAIN LINK FENCE ENCLOSURE

AROUND THE CONTRACTOR STAGING AREA.

GENERAL NOTES

LOADING RAMP

TRASH COMPACTOR

SDSDSDSDSDSDSDSDSDSDSD

SD SD SD

W W

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

W W

SAN SAN SAN SAN SAN SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SAN

COMM COMM COMM COMM

C O

M M

C O

M M

C O

M M

C O

M M

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

SAN

SDSDSDSDSDSDSDSD

CP1

CP2

FFE=578.38

GREASE TRAP

RIM=574.10

9.55 FEET DEEP

CONDUIT

FFE=578.40

FFE=578.38

TB-5

TB-4

WATER SPIGOT

TB-3

FFE=578.43

FFE=578.44

CONDUIT

SERVICE BOX

CONDUIT

TB-2

TB-1 FDC

FDC

CONDUIT

CB278

RIM=573.48

6" E 571.48

SDMH281

RIM=574.06

18" E 568.96 18" W 569.06

12" STEEL ENCLOSED PIPE

N AND S 570.96 TOP OF PIPE

SSMH283

RIM=573.75

FULL OF WATER TO RIM

CB284

RIM=572.83

15" S 569.03 18" E 568.93 18" W 568.83

CB285

RIM=573.18

12" WSW 569.83

12" S 569.88 18" E 569.98

6"WSW 570.78

SSMH294

RIM=574.57

FULL OF WATER TO RIM

CONDUIT

PANEL

E E

GGGGGG

GGGGGGGGGGGGGG

E E

18" RCP

STEEL

18" RCP

12" RCP

6" PVC

" R

C P

" R

C P

TRASH COMPACTOR

OVERHANG

/CANOPY

BUILDING

CONCRETE

ASPHALT

CONCRETE

STEPS

CONCRETE

RAMP

ELECTRICAL

EQUIPMENT

HAND RAIL

GATE

CONC.

DECK

CONC.

DECK

LIMITS OF SURVEY

G G

GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG

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

E EUP

PRIVACY FENCE

CONC

CONC NOT

LOCATED BY

SURVEY

LOAD BAY

SANITARY

PUMP

STATION

101.82'

PROTECT MECHANICAL

EQUIPMENT (TYP)

PROTECT EXISTING

TRANSFORMER

PROTECT STEPS

AND DECK

PROTECT RAMP

AND DECK

PROTECT

CONC. STEP

5.84'

5.42'

4.64'

30.98'13.72' 117.80'

.8 8'

.7 2'

4.84'

.2 0'

114.78'

3.45'

PROTECT ELECTRICAL

EQUIPMENT (TYP)5

6 4N: 409501.0078 E: 13539037.9333

N: 409438.2176 E: 13539037.9333

N: 409438.3285 E: 13539082.6487

N: 409455.9457 E: 13539082.9759

N: 409438.3828 E: 13539102.8828

N: 409457.4540 E: 13539138.3380

N: 409437.5540 E: 13539138.0110

N: 409437.0587 E: 13539178.4016

N: 409447.5006 E: 13539178.5297

N: 409447.2209 E: 13539201.3421

N: 409436.6579 E: 13539211.0796

N: 409435.3080 E: 13539318.3267

N: 409503.4459 E: 13539319.7300

N: 409514.5968 E: 13539323.3997

N: 409524.5955 E: 13539323.5593

N: 409528.6035 E: 13539160.4302

N: 409511.3545 E: 13539160.3723

N: 409512.7114 E: 13539037.9333

N: 409565.1739 E: 13539015.8969

N: 409436.9082 E: 13539015.8969

N: 409421.5353 E: 13539312.2468

N: 409458.0730 E: 13539103.2300

TETRA TECH

IF DRAWING IS NOT 30" X 42", SCALE ACCORDINGLY.

PROJECT NUMBER:

DEFENSE COMMISSARY AGENCY

DRAWN BY:

SUBMITTED BY:

ARCHITECT/ENGINEER:

REVIEWED BY:

DRAWING NUMBER:

SOL NUMBER: DATE:

SHEET:

SEQUENCE

NUMBER:

SYMBOL DATE DESCRIPTION OF REVISIONSACTIOND O NO

APRIL 14, 2026

RECEIVING AREA PARKING SURFACE REPLACEMENT

COMMISSARY BUILDING, SELFRIDGE ANGB, MI

100% CORRECTED FINAL SUBMITTAL

EA24MR01

711 Navarro Street Suite 560 San Antonio, Texas 75205-1739

DIRECTORATE OF FACILITIES

FT. LEE, VIRGINIA

DESIGN AND CONSTRUCTION DIVISION

LACKLAND AFB, TEXAS

OF 18

SCALE: 1" = 10'

DEMOLITION PLAN1 10' 20'0

PLAN

NORTH

1. REFER TO SHEET V-101 FOR EXISTING CONDITIONS LEGEND.

2. UNLESS OTHERWISE NOTED ON THESE PLANS THE CONTRACTOR SHALL

PROTECT ALL BUILDING AND DOCK MOUNTED APPURTENANCES INCLUDING

BUT NOT LIMITED TO CONDUIT, UTILITY PANELS/METERS, ROOF DRAINS,

DOCK BUMPERS, TRANSFORMERS, MECHANICAL EQUIPMENT, FIRE

SUPPRESSION AND WATER CONNECTIONS. ANY DAMAGE SHALL BE

REPAIRED BY THE CONTRACTOR TO PRE-CONSTRUCTION CONDITION AT NO

ADDITIONAL COST.

3. CONCRETE REMOVALS SHALL BE PROVIDED TO THE NEXT CLOSEST JOINT

OR SAW FULL DEPTH AS NOTED.

4. REMOVAL OF TRASH COMPACTOR WILL RESULT IN AN OPENING IN THE

EXTERIOR WALL OF THE COMMISSARY BUILDING THAT WILL NEED TO BE

REPAIRED. CONTRACTOR SHALL SAW CUT THE TRASH SHOOT CLOSE TO THE

EXTERIOR WALL AND PROVIDE A TEMPORARY PLYWOOD COVERING WITH

WATERPROOFING TO THE WALL OPENING. ALL WORK ASSOCIATED WITH THE

BUILDING FACADE REPAIR WILL BE DONE BY OTHERS.

5. UNLESS OTHERWISE NOTED ON THESE PLANS, THE CONTRACTOR SHALL

PROTECT IN PLACE ALL BUILDING UTILITIES (UNDERGROUND AND/OR

OVERHEAD) INSIDE AND OUTSIDE OF WORK LIMITS WERE WARRANTED

INCLUDING BUT NOT LIMITED TO; STORM SEWER, COMMUNICATIONS,

ELECTRICAL, WATER, ETC. ANY DAMAGE SHALL BE REPAIRED BY THE

CONTRACTOR TO PRE-CONSTRUCTION CONDITION AT NO ADDITIONAL COST.

GENERAL NOTES

SHEET KEYNOTES

1. BULKHEAD AND ABANDON STORM SEWER.

2. REMOVE TRASH COMPACTOR, FOUNDATION AND ASSOCIATED

APPURTENANCES. COORDINATE DISPOSAL WITH CONTRACT OFFICER.

3. REMOVE ASPHALT PAVEMENT, FULL DEPTH.

4. REMOVE CONCRETE PAVEMENT, FULL DEPTH.

5. SAW CUT PAVEMENT, FULL DEPTH.

6. REMOVE BOLLARD AND CONCRETE FOUNDATION.

7. CLEAN EXPOSED SURFACES OF CONCRETE EQUIPMENT PAD. VERTICAL

SURFACES SHALL BE GROUND FLUSH TO PROVIDE SMOOTH SURFACE FOR

ISOLATION JOINT AND SEALANT AT NEW CONCRETE.

8. REMOVE STORM DRAINAGE STRUCTURE.

9. REMOVE STORM SEWER.

10. PROTECT OIL/WATER SEPARATOR AND CLEAN-OUT. HAND DIG 24-INCHES

AROUND STRUCTURE. REMOVE EXISTING CONCRETE COLLAR IN

PREPARATION FOR NEW CONCRETE COLLAR. ADJUST MANHOLE FRAME TO

PROPOSED GRADE.

11. EXISTING UTILITIES PROTECT IN PLACE. HAND DIG 24-INCHES AROUND

STRUCTURES AND UTILITY LINES.

LEGEND

REMOVE ASPHALT

REMOVE CONCRETE

CONSTRUCTION WORK LIMITS

REMOVE LINEAR FEATURE AS NOTED

CD1018

A. DYKMAN

R. BUSHAW

K. JOZWIK

DEMOLITION PLAN

PROJECT NUMBER:

DEFENSE COMMISSARY AGENCY

DRAWN BY:

SUBMITTED BY:

ARCHITECT/ENGINEER:

REVIEWED BY:

DRAWING NUMBER:

SOL NUMBER: DATE:

SHEET:

SEQUENCE

NUMBER:

SYMBOL DATE DESCRIPTION OF REVISIONSACTIOND O NO

APRIL 14, 2026

RECEIVING AREA PARKING SURFACE REPLACEMENT

COMMISSARY BUILDING, SELFRIDGE ANGB, MI

100% CORRECTED FINAL SUBMITTAL

EA24MR01

711 Navarro Street Suite 560 San Antonio, Texas 75205-1739

DIRECTORATE OF FACILITIES

FT. LEE, VIRGINIA

DESIGN AND CONSTRUCTION DIVISION

LACKLAND AFB, TEXAS

OF 182/

CD1029

A. DYKMAN

R. BUSHAW

K. JOZWIK

DEMOLITION PLAN PHOTOS

TRASH COMPACTOR TO BE REMOVED1

BOLLARDS TO BE REMOVED, PROTECT EXISTING TRANSFORMER2

PROTECT EXISTING MECHANICAL EQUIPMENT3

CP1

CP2

FFE=578.38

FFE=578.40

FFE=578.38

TB-5

TB-4TB-3

FFE=578.43

FFE=578.44

TB-2

TB-1 FDC

FDC

PANEL

BUILDING

CONC.

DECK

CONC.

DECK

LIMITS OF SURVEY

GPGP GP

GP GP

40.25'

101.42' 159.91'

17.62'

2.07'

35.11' 40.16'20.26'

N: 409506.7119 E: 13539042.5876

N: 409512.7114 E: 13539037.9333

N: 409438.2176 E: 13539041.3356

N: 409438.2214 E: 13539042.7714

N: 409511.3545 E: 13539160.3723

N: 409528.6035 E: 13539160.4302

N: 409524.5955 E: 13539323.5593

N: 409514.5968 E: 13539323.3997

N: 409503.4459 E: 13539319.7300

N: 409435.3080 E: 13539318.3267

N: 409435.4090 E: 13539312.9170

N: 409503.5167 E: 13539313.7235

N: 409452.9179 E: 13539070.0056 N: 409452.9300 E: 13539074.5056

N: 409452.9421 E: 13539079.0056

N: 409457.4476 E: 13539081.5035

N: 409459.5992 E: 13539101.7567

N: 409458.9274 E: 13539139.8624

N: 409449.0268 E: 13539177.0563

GP GP

COCOCOCO

COCOCO

COCO

COCOCOCOCO

COCO

CB CB

TETRA TECH

IF DRAWING IS NOT 30" X 42", SCALE ACCORDINGLY.

PROJECT NUMBER:

DEFENSE COMMISSARY AGENCY

DRAWN BY:

SUBMITTED BY:

ARCHITECT/ENGINEER:

REVIEWED BY:

DRAWING NUMBER:

SOL NUMBER: DATE:

SHEET:

SEQUENCE

NUMBER:

SYMBOL DATE DESCRIPTION OF REVISIONSACTIOND O NO

APRIL 14, 2026

RECEIVING AREA PARKING SURFACE REPLACEMENT

COMMISSARY BUILDING, SELFRIDGE ANGB, MI

100% CORRECTED FINAL SUBMITTAL

EA24MR01

711 Navarro Street Suite 560 San Antonio, Texas 75205-1739

DIRECTORATE OF FACILITIES

FT. LEE, VIRGINIA

DESIGN AND CONSTRUCTION DIVISION

LACKLAND AFB, TEXAS

OF 18

GENERAL NOTES

SHEET KEYNOTES

1. CONCRETE PAVEMENT, 8 INCH. SEE DETAIL 2, SHEET CS501.

2. BOLLARD / GUARD POST. SEE DETAIL 1, SHEET CS501.

3. BITUMINOUS PAVEMENT. SEE DETAIL 3, SHEET CS501.

4. CONCRETE COLLAR. SEE DETAIL 6, SHEET CS501.

LEGEND

CONCRETE PAVEMENT

BITUMINOUS PAVEMENT

CONSTRUCTION WORK LIMITS

1. REFER TO SHEET V-101 FOR EXISTING CONDITIONS LEGEND.

SCALE: 1" = 10'

SITE PLAN1 10' 20'0

PLAN

NORTH

CS10110

A. DYKMAN

R. BUSHAW

K. JOZWIK

SITE PLAN

1" ROUNDED CROWN

TOP OF CONCRETE

CROWN BASE

12" x 12" x 1/4" STEEL

PLATE WELDED TO PIPE

8" DIA. GALVANIZED STANDARD

STEEL PIPE BOLLARD, 7'-6" LONG,

PAINTED SAFETY YELLOW. FILL

WITH CONCRETE.

6" 3'

-6

4' -0

2'-6"

4000 PSI CONCRETE

PAVEMENT

EXPANSION JOINT. REFER TO

DETAIL 5, SHEET CS501 FOR

JOINT DETAIL.

SCALE: NONE

BOLLARD DETAIL1

CONCRETE COURSE

AGGREGATE BASE

NOTES:

1. ALL MATERIALS SHALL MEET MICHIGAN DEPARTMENT OF TRANSPORTATION (MDOT) MATERIAL

SPECIFICATIONS.

2. CONCRETE PAVEMENT SHALL BE MDOT 3500 OR 3500 HP MIX, REFER TO SPECIFICATION 32 13 13.

3. AGGREGATE BASE COURSE SHALL BE MDOT, 21 AA, LIMESTONE, COMPACT TO 95% MODIFIED PROCTOR

DRY DENSITY, REFER TO SPECIFICATION 31 00 00

4. SAND SUBBASE SHALL BE MDOT WASHED 2NS SAND.

5. COMPACT SUBGRADE TO 95% MODIFIED PROCTOR DRY DENSITY, REFER TO SPECIFICATION 31 00 00.

4" SAND SUBBASE COURSE

SCALE: NONE

PORTLAND CEMENT CONCRETE (PCC) 2

SCALE: NONE

SAWED CONTRACTION JOINT4 SCALE: NONE

EXPANSION JOINT 5

PREFORMED NON-EXTRUDING

JOINT FILLER

SCALE: NONE

BITUMINOUS PAVEMENT SECTION3

HMA, SURFACE COURSE

AGGREGATE BASE COURSE

SAND SUBBASE COURSE

HMA, BASE COURSE

TACK COAT

NOTES:

1. ALL MATERIALS SHALL MEET MICHIGAN DEPARTMENT OF TRANSPORTATION (MDOT) MATERIAL

SPECIFICATIONS.

2. HMA, SURFACE COURSE SHALL BE MDOT 4C, PG 64-28, REFER TO SPECIFICATION 32 12 17.

3. HMA, BASE COURSE SHALL BE MDOT 3C, PG 64-28, REFER TO SPECIFICATION 32 12 17.

4. AGGREGATE BASE COURSE SHALL BE MDOT 21 AA, LIMESTONE, COMPACT TO 95% MODIFIED PROCTOR

DRY DENSITY, REFER TO SPECIFICATION 31 00 00.

5. SAND SUBBASE SHALL BE MDOT WASHED 2NS SAND.

6. COMPACT SUBGRADE TO 95% MODIFIED PROCTOR DRY DENSITY, REFER TO SPECIFICATION 31 00 00.

JOINT BOTTOM

1/8" WIDE INITIAL

SAWCUT OR INSERT

CRACK

PAVEMENT

SURFACE

1/4"

4" T

. T /3

(2 " T

REFER TO SPECIFICATION

SECTION 32 13 13, AND 32 13 73

PAVEMENT

SURFACE

D S

JOINT FILLER

BACKER MATERIAL

POURED JOINT

SEALER

REFER TO SPECIFICATION

SECTION 32 13 13 AND 32 13 73

RECESS JOINT

SEALER 1/8" TO

1/4" BELOW PVMT

NOTES:

1. "JW" (JOINT WIDTH) = 3/4 INCH UNLESS NOTED

OTHERWISE.

2. "DS" (DEPTH OF SEALANT) = 1 TO 1.5 TIMES "W"

UNLESS OTHERWISE SPECIFIED BY THE

SEALANT MANUFACTURER.

3. JOINT SEALANT SHALL BE FUEL RESISTANT, HOT

POURED RUBBER ASPHALT CONFORMING TO

ASTM D-6690

4. BACKER ROD/MATERIAL SHALL BE

NON-MOISTURE ABSORPTIVE, NON-REACTIVE

AND PROVIDE SNUG FIT IN JOINT TO PREVENT

SEALANT FROM FLOWING OUT.

GEOTEXTILE FABRIC

SEPARATOR.

GEOTEXTILE FABRIC

SEPARATOR.

COMPACTED SUBGRADE

THICKENED CONCRETE

CONTROL JOINT (TYP)

MANHOLE OR CATCH

BASIN COVER

8" CONC. COLLAR (4000 PSI)

CAST-IN-PLACE. SEE

SPECIFICATION 32 13 13

2' -0

" M

1/2" ISOLATION JOINT

WITH PRE-MOLDED

JOINT FILLER (TYP)

SCALE: NONE

CONCRETE COLLAR6

SCALE: NONE

BITIMINOUS / PCC PAVEMENT JOINT7

CS501

ASPHALT

PAVEMENT

PORTLAND CEMENT

CONCRETE PAVEMENT

TETRA TECH

IF DRAWING IS NOT 30" X 42", SCALE ACCORDINGLY.

PROJECT NUMBER:

DEFENSE COMMISSARY AGENCY

DRAWN BY:

SUBMITTED BY:

ARCHITECT/ENGINEER:

REVIEWED BY:

DRAWING NUMBER:

SOL NUMBER: DATE:

SHEET:

SEQUENCE

NUMBER:

SYMBOL DATE DESCRIPTION OF REVISIONSACTIOND O NO

APRIL 14, 2026

RECEIVING AREA PARKING SURFACE REPLACEMENT

COMMISSARY BUILDING, SELFRIDGE ANGB, MI

100% CORRECTED FINAL SUBMITTAL

EA24MR01

711 Navarro Street Suite 560 San Antonio, Texas 75205-1739

DIRECTORATE OF FACILITIES

FT. LEE, VIRGINIA

DESIGN AND CONSTRUCTION DIVISION

LACKLAND AFB, TEXAS

OF 184/

CS50111

A. DYKMAN

R. BUSHAW

K. JOZWIK

DETAILS SITE

GPGP GP

GP GP

N: 409506.7119 E: 13539042.5876

N: 409512.7114 E: 13539037.9333

N: 409438.2176 E: 13539041.3356

N: 409438.2214 E: 13539042.7714

N: 409511.3545 E: 13539160.3723

N: 409528.6035 E: 13539160.4302

N: 409524.5955 E: 13539323.5593

N: 409514.5968 E: 13539323.3997

N: 409503.4459 E: 13539319.7300

N: 409435.3080 E: 13539318.3267

N: 409435.4090 E: 13539312.9170

N: 409503.5167 E: 13539313.7235

N: 409452.9179 E: 13539070.0056 N: 409452.9300 E: 13539074.5056

N: 409452.9421 E: 13539079.0056

N: 409457.4476 E: 13539081.5035

N: 409459.5992 E: 13539101.7567

N: 409458.9274 E: 13539139.8624

N: 409449.0268 E: 13539177.0563

GP GP

CP1

CP2

FFE=578.38

GREASE TRAP

RIM=574.10

9.55 FEET DEEP

FFE=578.40

FFE=578.38

TB-5

TB-4TB-3

FFE=578.43

FFE=578.44

TB-2

TB-1

SSMH283

RIM=573.75

FULL OF WATER TO RIM

SSMH294

RIM=574.57

FULL OF WATER TO RIM

PANEL

BUILDING

CONC.

DECK

CONC.

DECK

LIMITS OF SURVEY

H.P.

573.95

H.P.

573.88

574.34

574.30 574.12

574.16

574.25

574.38 574.27

574.15

574.22

573.50

573.63

573.74

573.78

573.93573.91

574.27

574.03

574.35 574.47 574.55

573.33 573.51 573.65

573.71 573.99

573.89

574.00

574.14574.14574.22574.33574.44

573.63 H.P.

573.74

573.60

TOP

574.08

TOP

573.96

TOP

573.70

TOP

573.94

TOP

574.21

TOP

574.22

TOP

574.15

TOP

574.11

TOP

573.97

TOP

574.01

TOP

574.05

TOP

574.07

TOP

573.93

TOP

573.50

TOP

573.51

TOP

573.61

TOP

573.55

TOP

573.83

TOP

574.03

TOP

573.98

TOP

574.08

ADJUST

573.86

ADJUST

573.78

TOP

573.96

TOP

573.92

TOP

573.38

TOP

573.69

TOP

573.55

TOP

573.50

TOP

573.33

ADJUST

573.60

TOP

573.23

TOP

572.83

TOP

573.18

3 3

-1 .2

-1.23%

-1.40%

-1.49% -1.36% -1.50% -1.54%

-1.54%

-1 .5

3%-1 .8

-1 .3

573.73

-1 .0

-1 .36

-1 .2

-1.19%

-1 .9

-2 .0

-1.59%

-1 .5

-1.48%

-1.41% -1.90%-1.61%-1.18%

-1 .0

-1 .8

3 3

IPIPIP

MATCH EXISTING (TYP)

N: 409498.4633 E: 13539084.1000

N: 409497.5933 E: 13539142.0253

N: 409485.6235 E: 13539261.9074

MATCH EXISTING (TYP)

TOP

573.86

50' MIN.

COCOCOCO

COCOCO

COCO

COCOCOCOCO

COCO

CB CB

TETRA TECH

IF DRAWING IS NOT 30" X 42", SCALE ACCORDINGLY.

PROJECT NUMBER:

DEFENSE COMMISSARY AGENCY

DRAWN BY:

SUBMITTED BY:

ARCHITECT/ENGINEER:

REVIEWED BY:

DRAWING NUMBER:

SOL NUMBER: DATE:

SHEET:

SEQUENCE

NUMBER:

SYMBOL DATE DESCRIPTION OF REVISIONSACTIOND O NO

APRIL 14, 2026

RECEIVING AREA PARKING SURFACE REPLACEMENT

COMMISSARY BUILDING, SELFRIDGE ANGB, MI

100% CORRECTED FINAL SUBMITTAL

EA24MR01

711 Navarro Street Suite 560 San Antonio, Texas 75205-1739

DIRECTORATE OF FACILITIES

FT. LEE, VIRGINIA

DESIGN AND CONSTRUCTION DIVISION

LACKLAND AFB, TEXAS

OF 18

SCALE: 1" = 10'

GRADING PLAN - WEST1 10' 20'0

PLAN

NORTH

GENERAL NOTES

1. REFER TO SHEET V-101 FOR EXISTING CONDITIONS LEGEND.

2. CONTRACTOR SHALL VERIFY ALL DISTURBED AREAS HAVE POSITIVE

DRAINAGE TO A STORM WATER COLLECTION STRUCTURE, BASIN OR

DRAINAGE CHANNEL.

3. UNLESS OTHERWISE NOTED CONTRACTOR SHALL PROVIDE A MINIMUM

OF 4" TOPSOIL, SEED AND MULCH TO ALL AREAS DISTURBED DURING

CONSTRUCTION.

4. SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

INSTALLED IN ACCORDANCE WITH MACOMB COUNTY STANDARDS

PRIOR TO ANY WORK OR GROUND BREAKING ACTIVITY.

SHEET KEYNOTES

LEGEND

INLET PROTECTION

SEDIMENT BARRIER

SILT FENCE

FILTER SOCK

CONSTRUCTION LIMITS

CG10112

A. DYKMAN

R. BUSHAW

K. JOZWIK

GRADING PLAN - WEST

C H

- S

TCG

1. CONSTRUCTION ENTRANCE. SEE DETAIL 3, SHEET CG501.

2. FILTER SOCK. SEE DETAIL 4, SHEET CG501.

3. INLET PROTECTION. SEE DETAIL 2, SHEET CG501.

4. ADJUST RIM ELEVATION TO MATCH NEW SURFACE GRADE.

N: 409523.1972 E: 13539422.8133

N: 409468.6902 E: 13539422.8152

N: 409557.7688 E: 13539370.6541

N: 409420.9249 E: 13539367.0264

TETRA TECH

IF DRAWING IS NOT 30" X 42", SCALE ACCORDINGLY.

PROJECT NUMBER:

DEFENSE COMMISSARY AGENCY

DRAWN BY:

SUBMITTED BY:

ARCHITECT/ENGINEER:

REVIEWED BY:

DRAWING NUMBER:

SOL NUMBER: DATE:

SHEET:

SEQUENCE

NUMBER:

SYMBOL DATE DESCRIPTION OF REVISIONSACTIOND O NO

APRIL 14, 2026

RECEIVING AREA PARKING SURFACE REPLACEMENT

COMMISSARY BUILDING, SELFRIDGE ANGB, MI

100% CORRECTED FINAL SUBMITTAL

EA24MR01

711 Navarro Street Suite 560 San Antonio, Texas 75205-1739

DIRECTORATE OF FACILITIES

FT. LEE, VIRGINIA

DESIGN AND CONSTRUCTION DIVISION

LACKLAND AFB, TEXAS

OF 18

SCALE: 1" = 10'

GRADING PLAN -EAST1 10' 20'0

PLAN

NORTH

CG10213

A. DYKMAN

R. BUSHAW

K. JOZWIK

GRADING PLAN - EAST

C H

- S

TCG

1. SILT FENCE. SEE DETAIL 1, SHEET CG501.

2. FILTER SOCK. SEE DETAIL 4, SHEET CG501.

3. INLET PROTECTION. SEE DETAIL 2, SHEET CG501

GENERAL NOTES

1. REFER TO SHEET V-101 FOR EXISTING CONDITIONS LEGEND.

2. CONTRACTOR SHALL VERIFY ALL DISTURBED AREAS HAVE POSITIVE

DRAINAGE TO A STORM WATER COLLECTION STRUCTURE, BASIN OR

DRAINAGE CHANNEL.

3. UNLESS OTHERWISE NOTED CONTRACTOR SHALL PROVIDE A MINIMUM

OF 4" TOPSOIL, SEED AND MULCH TO ALL AREAS DISTURBED DURING

CONSTRUCTION.

4. SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

INSTALLED IN ACCORDANCE WITH MACOMB COUNTY STANDARDS

PRIOR TO ANY WORK OR GROUND BREAKING ACTIVITY.

SHEET KEYNOTES

LEGEND

INLET PROTECTION

SEDIMENT BARRIER

SILT FENCE

FILTER SOCK

CONSTRUCTION LIMITS

NOTE:

1. THE SPACING OF THE TIEBACKS SHALL EQUAL THE SPACING OF THE POST.

ADDITIONAL POST DEPTH OR TIEBACKS MAY BE REQUIRED IN UNSTABLE SOILS.

SILT FENCE B

SILT FENCE A

SHEET FLOW

ROLL JOINTS

SCALE: NONE

SILT FENCE1

ROLL JOINT

METAL, SYNTHETIC OR

WOOD POSTS DRIVEN

INTO GROUND

FABRIC TO BE

WRAPPED AROUND

FENCE POST

GEOTEXTILE FILTER FABRIC

FASTENED ON UPHILL SIDE,

TOWARDS EARTH DISRUPTION

RIDGE OF COMPACTED

EARTH ON UPHILL SIDE

OF FILTER FABRIC

UNDISTURBED

VEGETATION

6"x6" ANCHOR TRENCH

SPACING 6' MAX.

3' M

6" A

N C

H O

" M

NOTE:

1. ADJUST BASKET DIMENSIONS TO FIT STORMWATER INLET TYPE.

2. INLET BASKET TO BE REMOVED AFTER PROJECT COMPLETION.

C O

N C

E C

U R

FILTER FABRIC

ROADWAY

VARIES

C O

N C

E C

U R

STORM WATER INLET

BOWL OR CATCH

BASIN CORBEL

SCALE: NONE

INLET PROTECTION BASKET2

STABILIZED ROAD - AS SHOWN ON DRAWINGS (50' MIN.)

' M

STABILIZED ROAD - AS SHOWN ON DRAWINGS (50' MIN.)

PROFILE

PLAN VIEWNOTES:

1. ESTABLISH STABILIZED CONSTRUCTION ENTRANCE PRIOR TO THE

INITIATION OF SITE CONSTRUCTION ACTIVITIES.

2. CARE SHOULD BE TAKEN TO PREVENT MATERIAL MOVEMENT INTO

ADJACENT WETLANDS/WATERBODIES.

3. CARE SHOULD BE TAKEN TO MAINTAIN EXISTING ROADSIDE DRAINAGE

VIA CULVERT INSTALLATION, WITH SEDIMENT SUMP PLACED DOWN

FLOW OF CULVERT.

R2 5'

12" THICK (1"-3" CRUSHED CONCRETE OR CRUSHED LIMESTONE)

EXISTING GROUNDNON-WOVEN GEOTEXTILE FABRIC

SCALE: NONE

CONSTRUCTION ROAD STABILIZATION3

2" X 2" X 36" WOODEN

STAKES PLACED 10' OC.

12" FILTER SOCK

WORK AREA AREA TO BE

PROTECTED

" M

SECTION

PLAN - NON-PAVEMENT AREAS

FLOW

WORK

AREA

AREA TO BE

PROTECTED

12" FILTER SOCK2" X 2" X 36" WOODEN

STAKES PLACED 10' OC

NOTES:

COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED

BY OWNER ONCE PERIMETER CONTROL IS NO LONGER NEEDED.

SCALE: NONE

FILTER SOCK4

TETRA TECH

IF DRAWING IS NOT 30" X 42", SCALE ACCORDINGLY.

PROJECT NUMBER:

DEFENSE COMMISSARY AGENCY

DRAWN BY:

SUBMITTED BY:

ARCHITECT/ENGINEER:

REVIEWED BY:

DRAWING NUMBER:

SOL NUMBER: DATE:

SHEET:

SEQUENCE

NUMBER:

SYMBOL DATE DESCRIPTION OF REVISIONSACTIOND O NO

APRIL 14, 2026

RECEIVING AREA PARKING SURFACE REPLACEMENT

COMMISSARY BUILDING, SELFRIDGE ANGB, MI

100% CORRECTED FINAL SUBMITTAL

EA24MR01

711 Navarro Street Suite 560 San Antonio, Texas 75205-1739

DIRECTORATE OF FACILITIES

FT. LEE, VIRGINIA

DESIGN AND CONSTRUCTION DIVISION

LACKLAND AFB, TEXAS

OF 182/

CG50114

A. DYKMAN

R. BUSHAW

K. JOZWIK

DETAILS GRADING

FFE=578.38

FFE=578.40

FFE=578.38

FFE=578.43

FFE=578.44

BUILDING

CONC.

DECK

CONC.

DECK

GPGP GP

GP GP

COCOCOCO

COCOCO

COCO

COCOCOCOCO

COCO

CB CB

CJCJCJCJ

EJ C

C J

EJ EJ

C J

EJ C

C J

EJ C

J C

EJ C

C J

EJ C

CJ CJ CJ

CJ CJ

S S

10.44' 11.00' 10.82' 14.50' 14.50' 4.16' 4.34' 14.50' 13.73' 11.40' 9.14' 12.00' 11.20' 14.00' 13.82' 14.50' 14.40' 12.14'

9.69' 9.25' 9.29'

9.82' 14.00' 13.82' 14.50' 14.50' 14.50' 14.50'

13.73' 14.40' 12.14' 12.00' 10.90'

.6 2'

.2 6'

.5 0'

2' 7.

4' 9.

.5 0'

.2 0'

.4 2'

11.86'

.6 2'

4' EJEJ EJ

EJ EJ

EJEJEJ

CJCJ

C J

EJ C

C J

JEJC

C J

S S

EJ EJ

.5 0'

.0 0'

.5 0'

.0 0'

11.89' 13.00' 11.60' 13.40' 13.40' 11.60' 14.00' 12.60' 10.00' 8.60' 8.60' 11.00'

12.05' 13.00' 11.60' 13.40' 13.40' 11.60' 14.00' 12.64'

TETRA TECH

IF DRAWING IS NOT 30" X 42", SCALE ACCORDINGLY.

PROJECT NUMBER:

DEFENSE COMMISSARY AGENCY

DRAWN BY:

SUBMITTED BY:

ARCHITECT/ENGINEER:

REVIEWED BY:

DRAWING NUMBER:

SOL NUMBER: DATE:

SHEET:

SEQUENCE

NUMBER:

SYMBOL DATE DESCRIPTION OF…

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File details come from the government source that posted it. Updated Apr 16, 2026.