MI ARNG GAAF RC Volume 2 TYPE B 100 Drawings FULL_R3 Part 1.pdf

MI-ARNG GAAF

READINESS CENTER

06/29/2023

C1 View Name 1/8" = 1'-0"

GENERAL REQUIREMENTS DRAWINGS & DIMENSIONS CONSTRUCTION NOTES

NOTES

ACCESSIBILITY

PROTRUSIONS / OVERHANGS

SIGNAGE

GROUND SURFACES

FIXTURE & EQUIPMENT MOUNTING HEIGHTS

PULL SIDE

PUSH SIDE CLEAR FLOOR

SPACE

CLEAR FLOOR SPACE AT

SERIES OF DOORS

TOILET ELEVATION URINAL ELEVATION LAVATORY ELEVATION

LAVATORY PLAN

TOILET STALL PLANS

GRAB BARSHOWER STALL

SEAT

ROLL-IN SHOWER STALLTRANSFER SHOWER

STALL

TOILET ROOM PLANS

AMBULATORY TOILET

STALL PLANS

RECESSED DOORS & GATES

PROJECT TITLE

CLIENT

In ch es

1/

1/

NOT FOR REGULATORY

APPROVAL, PERMITTING,

OR CONSTRUCTION.

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

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Copyright © Atkins Limited (2015)

+1 703 535 3008 +1 703 535 1031

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Fax:

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DO NOT SCALE

A ARCHD24X36

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10

PROFESSIONAL SEAL

MI-ARNG GAAF

READINESS CENTER

EB

06/30/2023

RA/BL PC

86608-260247

TYPE B 100% REVISED FINAL DESIGN

GRAYLING TOWNSHIP,

CRAWFORD COUNTY, MICHIGAN

1" = 40'-0"

EXISTING

CONDITIONS PLAN

VF1010 40' 80'

SCALE: 1" = 40'

SCALE:

1 EXISTING CONDITIONS PLAN

1" = 40'

- STUMP

- TREE LINE

- OVERHEAD POWER LINES

- FENCE LINE

- CATCHBASIN

- MANHOLE

- LIGHT POLE

- MAIL BOX - GAS VALVE

- POWER POLE

- WATER VALVE

- FIRE HYDRANT

- CONCRETE CURB

- TRANSFORMER

- SPRINKLER

- BITUMINOUS SURFACE

- CONCRETE SURFACE

- TELEPHONE POLE

- POWER AND TELEPHONE POLE

- RAILROAD SIGNAL

- BARRIER FREE PARKING

- CURB CATCHBASIN

X

- SIGN

W T

G E

AC

C

- BURIED ELECTRIC LINES

- WATERMAINS

- TELEPHONE LINES

- STORM SEWER LINES

- SANITARY SEWER LINES

- GASMAINS

- BURIED CABLE LINES

- CABLE TV PEDESTAL

- ELECTRICAL PEDESTAL

- SATELLITE DISH

- AIR CONDITIONING UNIT

- SOIL BORING

- TELEPHONE PEDESTAL

- GUY ANCHOR AND POLE

- SET P.K. NAIL

- SET 1/2" IRON ROD

- FOUND SURVEY CORNER

- PINE

- TREE

- BUSH

- CONTROL POINT

- NOT FIELD LOCATED

- BENCHMARK 1. THE WEST 12 OF SECTION 6, T.26 N. - R.3 W., GRAYLING

TOWNSHIP, CRAWFORD COUNTY, MICHIGAN. SUBJECT

TO ANY EASEMENT OF RECORD.

2. ACCORDING TO THE FEDERAL EMERGENCY

MANAGEMENT AGENCY MAPS, COMMUNITY PANEL

#26039C0165A, EFFECTIVE DATE OF APRIL 17, 2012, THE

SUBJECT PROPERTY LIES WITHIN ZONE X, WHICH ARE

AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1%

ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF

LESS THAN 1 FT. OR WITH DRAINAGE AREAS LESS THAT 1

SQUARE MILE; AND AREAS PROTECTED BY LEVEES

FROM 1% ANNUAL CHANCE FLOOD.

PARCEL DESCRIPTION

BM 200 - SET CHISELED SQUARE ON TOP OF CONC. L. POLE

BASE, N. SIDE OFF N.E. CORNER OF 90° BEND IN

FLIGHT LINE LOOP ROAD.

NAVD88 ELEV. 1153.19 FT

BM 201 - SET CHISELED SQUARE ON TOP OF CONC. L. POLE

BASE, N. SIDE OF FLIGHT LINE LOOP ROAD, E. OF

GRAVEL PARKING LOT ENTRANCE DRIVE.

NAVD88 ELEV. 1156.50 FT

BENCHMARKS

COORDINATE BASED ON MICHIGAN STATE PLANE

COORDINATES SYSTEM, NAD83, CENTRAL ZONE,

INTERNATIONAL FEET (MI83-CIF). ALL ELEVATIONS ARE IN

FEET.

CP 100 - SET 12" ROD AND CAP

N. 496373.38 E. 19593361.83

NAVD88 ELEV. 1146.99 FT

CP 101 - SET 12" ROD AND CAP

N. 497171.65 E. 19593109.28

NAVD88 ELEV. 1150.32 FT

CP 102 - SET 12" ROD AND CAP

N. 497177.68 E. 19592813.39

NAVD88 ELEV. 1153.34 FT

HORIZONTAL CONTROL

THE UTILITY LOCATIONS AS HEREON SHOWN ARE BASED

ON FIELD OBSERVATIONS AND A CAREFUL REVIEW OF

MUNICIPAL AND UTILITY COMPANY RECORDS. HOWEVER,

IT IS NOT POSSIBLE TO DETERMINE THE PRECISE

LOCATION AND DEPTH OF UNDERGROUND UTILITIES

WITHOUT EXCAVATOIN. THEREFORE, THE ACCURACY OR

COMPLETENESS OF THE BURIED UTILITY INFORMATION

HEREON SHOWN IS NOT GUARANTEED. THE

CONTRACTOR SHALL CALL "MISS DIG" (1-800-482-7171 OR

811) A MINIMUM OF THREE WORKING DAYS PRIOR TO

ANY EXCAVATION. THE CONTRACTOR IS RESPONSIBLE

FOR VERIFYING THESE UTILITY LOCATIONS PRIOR TO

CONSTRUCTION AND SHALL MAKE EVERY EFFORT TO

PROTECT AND/OR RELOCATE THEM AS REQUIRED. THE

CONTRACTOR SHALL NOTIFY THE ENGINEER/SURVEYOR

AS SOON AS POSSIBLE IN THE EVENT A DISCREPANCY IS

FOUND.

UTILITY NOTE

TELEPHONE SERVICE - CHARTER SPECTRUM

COMMUNICATIONS. TEL 800-242-8511

C/O ENGINEERING DEPARTMENT

400 ATLANTIC STREET, STAMFORD, CT 06901

GAS ENERGY - DTE ENERGY. TEL 989-348-2112

2476 INDUSTRIAL DRIVE, GRAYLING, MI 49738

WATER AND SEWER SERVICES - CITY OF GRAYLING.

TEL 989-348-2131

1020 CITY BOULEVARD, GRAYLING, MI 49738

UTILITY CONTACTS

THE SUBJECT PROPERTY IS ZONED

"RECREATIONAL-FOREST":

BUILDING SETBACKS

MINIMUM LOT AREA 2.5 ACRES

MINIMUM LOT WIDTH 200 FT

FRONT YARD SETBACK 50 FT

SIDE YARD SETBACK 30 FT

REAR YARD SETBACK 50 FT

MAXIMUM BUILDING HEIGHT 35 FT

ZONING

EXISTING LEGEND

TOPOGRAPHIC SURVEY WAS PREPARED BY JEREMY R.

DANCER. PROFESSIONAL SURVEYOR NO. 4001065117. 230

S. WASHINGTON AVENUE, SAGINAW, MICHIGAN 48607.

TEL 989-754-4717. DRAWN BY: D. HEDLUND. DATE:

05/23/2022. www.SpicerGroup.com

SURVEY INFORMATION

LOCATION MAP

- CONTOUR

- SPOT SHOT

1. WATERLINE AND GAS LINE WERE NOT FIELD

SURVEYED IN THIS LOCATION AND THE LOCATION

SHOWN IS APPROXIMATE. CONTRACTOR SHALL

FIELD VERIFY LOCATION OF WATERLINE PRIOR TO

CONSTRUCTION.

GENERAL SHEET KEYNOTE

- FIBER OPTICFO FO

OT FOR REGULATO

PROVAL, PERMITT

OR CONSTRUCTION

06/30/2023

PROJECT TITLE

CLIENT

NOT FOR REGULATORY

APPROVAL, PERMITTING,

OR CONSTRUCTION.

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

www.atkinsglobal.com

Copyright © Atkins Limited (2015)

+1 703 535 3008 +1 703 535 1031

Tel:

Fax:

1925 Ballanger Avenue Suite 400 Alexandria VA 22314

DO NOT SCALE

A ARCHD24X36

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10

PROFESSIONAL SEAL

MI-ARNG GAAF

READINESS CENTER

EB

06/30/2023

RA/BL PC

86608-260247

TYPE B 100% REVISED FINAL DESIGN

GRAYLING TOWNSHIP,

CRAWFORD COUNTY, MICHIGAN

SCALE:

A5 CIVIL GENERAL NOTES

NTS

GENERAL NOTES

1. EXCAVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE OCCUPATIONAL SAFETY

AND HEALTH ACT (OSHA) OF 1970, OSHA 29 CFR 1926 SUBPART P, UNITED STATES ARMY

CORPS OF ENGINEER'S EM 385-1, AND LOCAL REQUIREMENTS.

2. CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACTOR'S

APPROVED HEALTH AND SAFETY PLAN.

3. THE FOLLOWING PROVISIONS SHALL APPLY TO THE USE OF SHEETING AND SHORING:

(A) SHEETING AND SHORING OR OTHER APPROVED METHODS FOR TRENCH

BRACING WILL BE REQUIRED ON THIS CONTRACT TO MEET SAFETY

REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR DESIGN AND

APPROVAL.

(B) UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER, SHEETING

AND SHORING WILL BE REMOVED FROM TRENCHES PRIOR TO BACKFILLING

OPERATIONS.

(C) UNLESS SPECIFICALLY IDENTIFIED IN THE CONTRACT DOCUMENTS, NO

ADDITIONAL COMPENSATION WILL BE ALLOWED FOR SHEETING AND

SHORING.

4. CONFLICTS: CONFLICTS BETWEEN THE APPLICABLE CODES, STANDARDS, AND THE PLANS

AND SPECIFICATIONS MUST BE BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER PRIOR TO PROCEEDING WITH THE WORK IN QUESTION.

5. CONFLICTING STANDARDS: IN CASE OF CONFLICT BETWEEN THE CONTRACT DOCUMENTS

AND A GOVERNING CODE OR ORDINANCE, THE MORE STRINGENT STANDARD SHALL

APPLY.

6. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF DIMENSIONS.

7. THE GOVERNMENT WILL DIRECT THE CONTRACTOR WHERE CONSTRUCTION MATERIALS

AND EQUIPMENT TO BE INSTALLED SHALL BE STAGED AND STOCKPILED DURING

CONSTRUCTION. CLEAN FILL AND ROCKS SHALL BE STOCK PILED SEPARATELY ON SITE

PER GOVERNMENT'S INSTRUCTIONS.

8. PROVIDE TEMPORARY CONSTRUCTION LIGHTING. TEMPORARY LIGHTING IS REQUIRED AT

LOCATIONS THAT WORK IS BEING PERFORMED AND LIGHTING IS NOT AVAILABLE.

9. THE WORK SPECIFIED HEREIN AND INDICATED ON DRAWINGS SHALL BE COMPLETED,

TESTED AND MADE READY FOR OPERATION PRIOR TO TURN OVER TO THE GOVERNMENT.

UNLESS SPECIFICALLY INDICATED, MATERIALS AND EQUIPMENT SHALL BE NEW AND FIRST

CLASS QUALITY. EQUIPMENT MAY BE RE-USED ONLY AS SPECIFIED HEREIN OR SHOWN ON

THE DRAWINGS.

10. DAMAGE RESPONSIBILITY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOSS OR

DAMAGE CAUSED BY THEIR WORKERS TO THIS FACILITY OR ADJACENT FACILITIES,

BUILDING SURFACES OR EQUIPMENT DURING THE COURSE OF CONSTRUCTION, AND

SHALL BE FULLY RESPONSIBLE FOR REPAIRING OR REPLACING TO INSURE RESTORATION

TO ORIGINAL CONDITION.

11. DAMAGED ITEMS: WHERE ITEMS SCHEDULED FOR REUSE ARE FOUND TO BE IN DAMAGED

CONDITION, THE CONTRACTOR SHALL CALL THE ATTENTION OF THE GOVERNMENT TO

SUCH ITEMS AND RECEIVE FURTHER INSTRUCTIONS PRIOR TO REMOVAL. ITEMS

DAMAGED DURING REMOVAL SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT

NO ADDITIONAL COST TO THE GOVERNMENT.

12. THE CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING OF EXISTING WORK TO

FACILITATE AND TO CONCEAL THE WORK DESCRIBED WITHIN THESE DOCUMENTS.

SURFACES TO BE PATCHED SHALL BE FINISHED TO MATCH THE EXISTING SURFACE. THE

GOVERNMENT HAS FINAL SAY AS TO THE ACCEPTABILITY OF THE FINISHED PATCHED

WORK.

13. PROFESSIONALISM AND APPEARANCE OF WORK: WORKMANSHIP OF INSTALLATIONS

SHALL BE IN ACCORDANCE WITH ACCEPTED PRACTICES OF THE TRADE. INSTALLATION

METHODS SHALL CONFORM TO MANUFACTURERS' SPECIFICATIONS. THE CONTRACTOR

SHALL PROVIDE THE JOB WITH QUALIFIED JOURNEYMEN AND HELPERS IN THIS TRADE FOR

THE DURATION OF THE JOB. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMMUNICATE

WITH AND KEEP THE CONTRACTING OFFICER'S REPRESENTATIVE APPRISED OF CHANGES

OR CLARIFICATIONS.

14. METHODS OF CONSTRUCTION: UNLESS OTHERWISE NOTED OR SHOWN, THESE DRAWINGS

AND SPECIFICATIONS DO NOT INDICATE METHODS OF CONSTRUCTION. THE CONTRACTOR

SHALL SUPERVISE AND DIRECT THE WORK, AND BE SOLELY RESPONSIBLE FOR

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES AND SAFE

WORK PRACTICES.

15. DIAGRAMMATIC PLANS: DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CANNOT SHOW

EVERY CONNECTION, JUNCTION BOX, WIRE, CONDUIT, ETC. THE EXACT LOCATIONS AND

ARRANGEMENT OF PARTS SHALL BE DETERMINED AS THE WORK PROGRESSES. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE AND FUNCTIONAL

SYSTEM.

16. THE CONTRACTOR SHALL PROVIDE REQUIRED OFFSET, TRANSITIONS, FITTINGS, AND

COMPONENTS, ETC. TO COMPLETE THE INSTALLATION OF THE SYSTEMS IN ORDER TO

CONFORM TO THE BUILDING STRUCTURE AND EXISTING BUILDING SYSTEMS. THIS SHALL

INCLUDE BUT NOT BE LIMITED TO PIPING SYSTEMS, DUCT SYSTEMS, CONDUIT SYSTEMS,

SPRINKLER SYSTEMS, ETC. THE LAYOUT OF PIPING, DUCTWORK, CONDUIT, BOXES,

RECEPTACLES, EQUIPMENT, ETC. IS DIAGRAMMATIC IN NATURE. PROVIDE REQUIRED

OFFSETS TO ACCOMMODATE OBSTRUCTIONS AND FINAL SYSTEM PLACEMENT. THE

ACTUAL RELATIVE LOCATIONS OF PIPING, DUCTWORK, CONDUIT, RECEPTACLES,

EQUIPMENT, ETC. SHALL BE ADJUSTED DURING CONSTRUCTION ACCORDING TO FINAL

PLACEMENT OF EQUIPMENT. AS-BUILT LOCATIONS SHALL BE DOCUMENTED AND

DELIVERED PER SPECIFICATIONS.

17. WHERE EXISTING NATURAL DRAINAGE DITCHES OR STREAM BANKS ARE DISTURBED

DURING CONSTRUCTION THE CONTRACTOR SHALL RESTORE THESE AREAS TO ORIGINAL

ALIGNMENT, GRADE AND INVERT.

18. IF PRESENT, EXISTING MONITORING WELLS SHALL BE PROTECTED FROM NATURAL OR

HUMAN CAUSED DAMAGE IN CONFORMANCE WITH ASTM D5787 "STANDARD PRACTICE FOR

MONITORING WELL PROTECTION". A BUFFER ZONE WITH A MINIMUM RADIUS OF 30 FEET

SHALL BE ESTABLISHED AROUND EACH WELL HEAD. THE BUFFER ZONE SHALL BE FENCED

OR OTHERWISE PROTECTED FROM ACCESS BY MOTOR VEHICLES. WITHIN THE BUFFER

ZONE THERE SHALL BE NO STORAGE, HANDLING, MIXING, OR APPLICATION OF

FERTILIZERS, PESTICIDES OR OTHER AGRICULTURAL CHEMICALS, OR CLEANING OF

EQUIPMENT USED IN THE HANDLING OR APPLICATION OF SUCH ITEMS.

19. EXCAVATED SOIL MATERIAL MAY BE REUSED AS FILL IN ACCORDANCE WITH THE

SPECIFICATIONS OR AS APPROVED BY THE ENGINEER. SURPLUS EXCAVATED MATERIAL,

MATERIAL NOT SUITABLE FOR REUSE ON-SITE, AND EXCAVATED ROCK SHALL BE

REMOVED FROM GOVERNMENT PROPERTY AND DISPOSED IN ACCORDANCE WITH

APPLICABLE LAWS AND REGULATIONS.

20. PRIOR TO PERFORMING EXCAVATIONS IN ROADWAYS, COORDINATE LOCATION AND

EXTENT OF EXCAVATION WITH MICHIGAN ARMY NATIONAL GUARD (MI ARNG) STAFF AND

ALL UTILITIES REQUIRED FOR THE SITE. EXTENTS OF EXCAVATIONS IN ROADWAYS SHALL

BE MINIMIZED TO LIMIT ROAD CLOSURES.

21. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING HORIZONTAL AND VERTICAL

CONTROL FOR SITE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE

PROTECTION AND/OR REPLACEMENT OF ALL SURVEY MONUMENTATION WITHIN THE

PROJECT LIMITS.

22. ALL APPLICABLE PERMITS SHALL BE OBTAINED BEFORE CONSTRUCTION COMMENCES.

23. THE CONTRACTOR SHALL MAINTAIN COPIES OF ALL APPLICABLE PERMITS ON-SITE AND

SHALL BE RESPONSIBLE TO ADHERE TO ALL PERMIT CONDITIONS DURING CONSTRUCTION.

24. DURING ALL PHASES OF THE WORK, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO

PROVIDE SAFETY MARKINGS, BARRICADES & TEMPORARY FENCING AS REQUIRED TO

MAINTAIN JOBSITE SAFETY.

25. EXISTING POWER LINES AND POWER POLES TO REMAIN AND BE PROTECTED, UNLESS

OTHERWISE NOTED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE

MODIFICATIONS WITH MI ARNG.

26. EXISTING SALVAGED BASE MATERIAL MAY NOT BE RE-USED AS BASE MATERIAL. IT MAY BE

UTILIZED FOR SUBGRADE BUT CONTRACTOR SHALL COORDINATE WITH THE ENGINEER

AND THE GEOTECHNICAL ENGINEER TO OBTAIN AUTHORIZATION FOR SUCH USE OF THE

MATERIAL.

27. THE CONTRACTOR SHALL REFER TO THE PROJECT GEOTECHNICAL REPORT FOR FILL AND

COMPACTION REQUIREMENTS.

28. ALL EXISTING AND PROPOSED UTILITY AND STORM WATER STRUCTURES WHOSE TOPS

WILL BE EXPOSED WITHIN UNPAVED AREAS SUBJECT TO VEHICULAR, BICYCLE, OR

PEDESTRIAN TRAFFIC SHALL BE ADJUSTED SO THAT THE TOP SURFACE OF COVERS OR

FRAMES SHALL BE NO MORE THAN AN INCH ABOVE FINISHED GRADE, UNLESS OTHERWISE

SPECIFIED ON THESE PLANS. COVERS AND FRAMES SHALL BE TRAFFIC RESISTANT READY

FOR VEHICULAR TRAFFIC LOCATIONS.

29. TRUCKS ARE TO BE CLEARED OF LOOSE SOIL AND DEBRIS PRIOR TO LEAVING THE

EXCAVATION AREA.

ROADWAY

1. SAWCUT EXISTING PAVEMENT AT THE CONNECTIONS TO THE EXISTING ROADWAYS TO

FORM A SMOOTH TRANSITION

2. HORIZONTAL GEOMETRY REFERS TO ROADWAY CENTERLINE. DIMENSIONS ON ROADWAY

OR PARKING LOTS ARE TO EDGE OF PAVEMENT.

3. ALL CURBS SHALL BE PROTECTED FROM CONSTRUCTION DAMAGE. ALL CHIPPED OR

CRACKED PORTIONS OF CURB SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. IN

ADDITION, ANY MORTAR, CONCRETE, OIL AND OTHER DEPOSITS OR STAINS SHALL BE

CLEANED TO RETURN THE CURBS TO THEIR ORIGINAL CONDITION.

4. UPON COMPLETION OF FINAL ASPHALT PAVING, TOOL AND CLEAN ALL MANHOLE AND

VALVE COVERS OF DIRT, DEBRIS AND ASPHALT. ALL MANHOLE AND VALVE COVERS SHALL

BE CLEAN AND OPERABLE PRIOR TO OWNER'S ACCEPTANCE.

PAVING

1. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO THE CONSTRUCTION OF

THE BASE COURSE AND PRIOR TO THE PLACEMENT OF THE PAVEMENT.

SIDEWALK / RAMPS

1. LEADING EDGE OF RAMP TO ALIGN WITH SIDEWALK OR RAMP ON OPPOSITE SIDE OF

INTERSECTION.

2. WHERE A CURB CUT RAMP IS CONSTRUCTED WITHIN AN EXISTING CURB, CURB AND

GUTTER AND/OR SIDEWALK, THE EXISTING CURB OR CURB AND GUTTER SHALL BE

REMOVED TO THE NEAREST JOINT BEYOND THE DROP CURB OR TO THE EXTENT THAT NO

REMAINING SECTION OF CURB OR CURB AND GUTTER IS LESS THAN 5-FT LONG. THE

EXISTING SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE

TRANSITION SLOPE OF WALK AROUND OR THE EXTENT THAT NO REMAINING SECTION OF

SIDEWALK IS LESS THAN 5-FT LONG.

3. THE EXISTING GRADES SHOWN ON THE DRAWINGS (IN PLAN OR IN SECTION) ARE

APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR GRADING, INCLUDING

PLACEMENT OR REMOVAL OF FILL MATERIAL AS APPROPRIATE, TO PROVIDE PROPER

RELATIONSHIP BETWEEN WALKS/RAMPS AND ADJACENT ROADWAYS, CURBS, LOTS,

UTILITIES, AND OTHER APPURTENANCES, AS INDICATED.

4. CONTRACTOR SHALL FIELD VERIFY THE EXISTING CONDITIONS ALONG THE ALIGNMENTS

OF ALL PROPOSED SIDEWALKS AND NOTIFY THE OWNER OF ALL DISCREPANCIES.

CONTRACTOR SHALL ALSO HAVE VERTICAL AND HORIZONTAL CONTROL POINTS FIELD

MARKED BY HIS SURVEY CREW AND SHALL HAVE THE MARKERS REVIEWED AND

APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION.

5. CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY PROVIDER THE

ADJUSTMENT OF ANY OR PROPOSED UTILITY BOXES OR COVERS WITHIN SIDEWALK

CONSTRUCTION LIMITS SHOWN IN THE DRAWINGS.

6. CONTRACTOR SHALL MAINTAIN UNOBSTRUCTED AND SAFE WALKWAYS, WALKING

DETOURS, AND ACCESSIBLE PATH OF TRAVEL FOR NORMAL PEDESTRIAN TRAFFIC AT ALL

TIMES DURING CONSTRUCTION.

7. COMPLETE CONSTRUCTION WITHOUT IMPACTING THE NORMAL OPERATIONS OF TRAFFIC.

GRADING AND DRAINAGE

1. EXISTING ON-SITE AND OFF-SITE DRAINAGE PATTERNS SHALL BE MAINTAINED DURING

CONSTRUCTION UNLESS OTHERWISE INDICATED ON THE PLANS.

2. ANY MUCK AND/OR UNSUITABLE MATERIALS ENCOUNTERED SHALL BE REMOVED AND

REPLACED WITH SUITABLE MATERIAL.

3. ALL DRAINAGE STRUCTURES WITHIN PROJECT BOUNDARY SHALL BE CLEANED OF SAND,

SILT, CONCRETE DEBRIS, ETC. AS REQUIRED DURING AND AT THE END OF CONSTRUCTION

TO PROVIDE POSITIVE DRAINAGE FLOWS.

4. POSITIVE DRAINAGE FACILITIES SHALL BE ESTABLISHED PRIOR TO THE CONSTRUCTION OF

ANY IMPERVIOUS SURFACES.

5. ANY RELOCATION OF MODIFICATION OR PROPOSED STORM SEWER SYSTEM SHALL NOT BE

MADE WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD.

6. DRAINAGE SHALL BE MAINTAINED DURING CONSTRUCTION.

UTILITY NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT EXISTING UTILITIES ARE

DISCONNECTED, PRIOR TO CLEARING THE SITE OF TREES, BUILDINGS, FOUNDATIONS, ETC.

WITHIN THE LIMITS OF CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS

INDICATED ON THE CONSTRUCTION PLANS.

2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE UNDERGROUND UTILITIES

MARKED BEFORE EXCAVATION BEGINS. CONTRACTOR MUST HIRE THEIR OWN LOCATION

SERVICE TO LOCATE THE UNDERGROUND UTILITIES. THE CONTRACTOR WILL RELOCATE

AND REROUTE UTILITIES FOR CONSTRUCTION. IT WILL BE THE CONTRACTOR'S

RESPONSIBILITY TO MAKE TEMPORARY REPAIRS IMMEDIATELY, AND PERMANENT REPAIRS

WITHIN 24 HOURS AT NO EXPENSE TO THE GOVERNMENT FOR DAMAGED UTILITIES.

REPAIRS MADE TO THE UNDERGROUND UTILITIES BY THE CONTRACTOR SHALL BE

INSPECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE BEFORE BACKFILLING.

3. THE APPROXIMATE LOCATION, SIZE AND TYPE OF EXISTING UNDERGROUND UTILITIES,

SERVICES AND FACILITIES ARE SHOWN FOR CONVENIENCE ONLY. NEITHER THE

GOVERNMENT NOR THE CONTRACTING OFFICER ASSURES OR GUARANTEES THE

ACCURACY OF THE INFORMATION SHOWN. EXISTING UTILITY INFORMATION PROVIDED BY

SURVEY (REFER TO VF101). THE CONTRACTOR MUST VERIFY SUCH INFORMATION TO

THEIR OWN SATISFACTION BEFORE STARTING WORK, BY MEANS OF TEST PITS, GROUND

PENETRATING RADAR, OR FIELD MEASUREMENTS. NO ADDITIONAL COST OR TIME

EXTENSIONS SHALL BE GRANTED FOR UNCHARTED UTILITIES, SERVICES, OR FACILITIES

WHICH DO NOT CAUSE A CHANGE IN THE SCOPE OF WORK.

4. CONTRACTOR SHALL DIG TEST PITS AT UTILITY INTERSECTIONS TO LOCATE UTILITIES

HORIZONTALLY AND VERTICALLY AND DETERMINE THE SIZE AND TYPE OF MATERIAL.

5. REPAIRS TO UTILITIES OR PROPERTY DAMAGED AS A RESULT OF CONTRACTOR'S

NEGLIGENCE OR METHOD OF OPERATION SHALL BE MADE AT CONTRACTOR OWN

EXPENSE.

6. CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL FROM GOVERNMENT PRIOR TO

CONNECTING TO EXISTING SERVICE LINES.

7. THE CONTRACTOR SHALL SUPPLY THE GOVERNMENT WITH A SEQUENCE OF

CONSTRUCTION FOR APPROVAL FOURTEEN (14) DAYS PRIOR TO WORK.

8. A 2-INCH DETECTABLE MARKING TAPE MUST BE PLACED ABOVE NEW UTILITIES.

9. HAND DIG OR USE OTHER NONDESTRUCTIVE MEANS WHEN EXCAVATING TO LOCATE

UNDERGROUND APPURTENANCES.

10. WORK ON EXISTING SYSTEMS THAT ARE TO REMAIN ACTIVE DURING CONSTRUCTION

SHALL BE ACCOMPLISHED DURING OFF HOURS OR ON WEEKENDS AS COORDINATED WITH

GOVERNMENT FIELD REPRESENTATIVE.

11. SYSTEMS SERVING OTHER AREAS OF GOVERNMENT FACILITIES SHALL REMAIN ACTIVE AT

ALL TIMES. SYSTEM SHUTDOWNS SHALL BE COORDINATED WITH GOVERNMENT FIELD

REPRESENTATIVE TO ACCOMPLISH SYSTEM TIE IN, SYSTEM EXTENSION AND/OR SYSTEM

REMOVAL WORK.

CIVIL GENERAL

NOTES

C-001

NTS

OT FOR REGULATO

PROVAL, PERMITT

NOT FOR REGULATORY

APPROVAL, PERMITTING,

OR CONSTRUCTION.

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

www.atkinsglobal.com

Copyright © Atkins Limited (2015)

+1 703 535 3008 +1 703 535 1031

Tel:

Fax:

1925 Ballanger Avenue Suite 400 Alexandria VA 22314

DO NOT SCALE

A ARCHD24X36

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10

PROFESSIONAL SEAL

MI-ARNG GAAF

READINESS CENTER

EB

06/30/2023

RA/BL PC

86608-260247

TYPE B 100% REVISED FINAL DESIGN

GRAYLING TOWNSHIP,

CRAWFORD COUNTY, MICHIGAN

CIVIL LEGEND AND

ABBREVIATIONS

C-002

NTS

ANG - AIR NATIONAL GUARD

ARNG - ARMY NATIONAL GUARD

APPROX - APPROXIMATE

ASPH - ASPHALT

AT/FP - ANTITERRORISM/FORCE PROTECTION

BP - BEGINNING POINT

BSW - BACK OF SIDEWALK

BVCE - BEGINNING OF VERTICAL CURVE ELEVATION

BVCS - BEGINNING OF VERTICAL CURVE STATION

CB - CATCH BASIN

CI - CAST IRON

CMU - CONCRETE MASONRY UNIT

CO - CLEANOUT

COMP - COMPACTED

CONC - CONCRETE

CONT - CONTINUATION

DHW10 - DEPTH OF HEADWATER DURING 10 YEAR STORM

DIA - DIAMETER

DIM - DIMENSION

DIP - DUCTILE IRON PIPE

E - EASTING

EL - ELEVATION

ELEV - ELEVATION

EOP - EDGE OF PAVEMENT

EP - ALIGNMENT END

EV - ELECTRIC VEHICLE

EVCE - END OF VERTICAL CURVE ELEVATION

EVCS - END OF VERTICAL CURVE STATION

EX - EXISTING

FDC - FIRE DEPARTMENT CONNECTION

FED - FEDERAL

FES - FLARED END SECTION

FFE - FINISHED FLOOR ELEVATION

F.I. - FLOW INDICATOR

F.I.P - FEMALE IRON PIPE

FPW - FIRE PROTECTION WATERLINE

GALV - GALVANIZED

GPS - GLOBAL POSITIONING SYSTEM

H.D. - HEAVY DUTY

HORIZ - HORIZONTAL

INV - INVERT

LT - LEFT

LVC - LENGTH OF VERTICAL CURVE

MAX - MAXIMUM

ME - MATCH EXISTING

MES - MITERED END SECTION

MH - MANHOLE

MIN - MINIMUM

MUTCD - MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

N - NORTHING

NIC - NOT IN CONTRACT

N.T.S. - NOT TO SCALE

O.C. - ON CENTER

O.D. - OUTSIDE DIAMETER

OFF - OFFSET

PC - POINT OF CURVE

PCC - PORTLAND CEMENT CONCRETE

PCP - POWER CHECK PAD

PROP - PROPOSED

PSI - POUNDS PER SQUARE INCH

PT - POINT OF TANGENT

PVC - POLYVINYL CHLORIDE

PVI - POINT OF VERTICAL INTERSECTION

PVMT - PAVEMENT

PVT - POINT OF VERTICAL TANGENCY

PW - POTABLE WATER

RCP - REINFORCED CONCRETE PIPE

RT - RIGHT

S/W - SIDEWALK

SPEC - SPECIFICATION

STA - STATION

SQ FT - SQUARE FEET

SVC - SERVICE

TBM - TEMPORARY BENCHMARK

TOC - TOP OF CURB

TYP - TYPICAL

TW - TOP OF WALL

VERT - VERTICAL

WL - WATERLINE

WM - WATER METER

WT - WEIGHT

WWF - WELDED WIRE FABRIC

SCALE:

A9 PROPOSED LEGEND

NTS

PROPOSED ASPHALT PAVEMENT

PROPOSED CONCRETE PAVEMENT

PROPOSED WHEEL STOP

LIMITS OF DISTURBANCE

PROPOSED WATER LINE

PROPOSED FIRE LINE

PROPOSED FIRE HYDRANT

PROPOSED FIRE DEPARTMENT CONNECTION

PROPOSED THRUST BLOCK

PROPOSED WATER VALVE

PROPOSED TEE CONNECTION

PROPOSED SANITARY SEWER

PROPOSED SANITARY MANHOLE

PROPOSED BOLLARD

PROPOSED SIGN

PROPOSED CONTOUR LINE

PROPOSED SPOT GRADE

PROPOSED NUMBER OF PARKING SPACES

PROPOSED NUMBER OF HANDICAP SPACES

PROPOSED NUMBER OF LOW EMITTING VEHICLE SPACES

PROPOSED NUMBER OF EV CHARGING SPACES

PROPOSED STORM PIPE

PROPOSED STORM DRAIN MANHOLE

PROPOSED STORM DRAIN INLET

237.4

237.0

SCALE:

A6 CIVIL ABBREVIATIONS

NTS

F

SAN

W

LOD

OT FOR REGULATO

PROVAL, PERMITT

FUTURE ADDITION

GAAF READINESS CENTER

FFE=1153.00

1153.00

1153.00

1153.00

1153.00

1152.90

1152.00

1152.25

1152.50

1152.50

1151.75

1152.45

1151.75

1151.38

1151.25

1151.38 1149.57

1151.00

1151.82

1150.96

1151.25

1151.06 1150.75 1150.47

1150.001149.811150.151150.22

1150.98 1150.60

1150.81 1151.021151.00

1151.60

1151.09 1151.14

1152.32 1152.32

-2.01%

1152.50

1149.84

1151.13

1151.71

1152.12

1152.50

1152.50 1152.47

1152.46

1153.00 1153.00

1150.32 1150.13

1151.62

1152.22

1152.45

1152.87

1152.46

1152.46

1151.701152.55

1152.65

1150.84 1150.83

1150.98 1150.88

1151.26

1152.90

1152.90

1151.75

1151.65 1151.39

1151.56

1152.72

1152.43

1150.70

1152.55

1151.65

1151.00

1151.48

1151.11 1150.421151.10

1150.68

1151.74 1151.871151.88

1152.67

1152.39

1152.37

11501149

1149 1148

1152.90

1151.94

1152.25

1151.95 1151.87

1151.971151.99

1152.701152.70

BSW

BSW

BSW

BSW

BSW

BSW

BSW

BSW

BSW

GAAF READINESS CENTER

FFE=1153.00

1153.00

1153.00

1153.00

1153.00

1153.00

1153.00

1151.25

1153.00

1152.38

1152.35

1153.00

CO CO CO

D

8" PVC8"

PV

C

8" P

VC

8" P

VC

8" PVC

" D

IP

8"

P

VC

RD1.5

CLEANOUT

RD1.4

CLEANOUT

RD1.3

CLEANOUT

RD1.1

F.E.S

COCO

D

8" P

VC

RD2.5

CLEANOUT

8" PVC

8" PVC RD2.3

CLEANOUT

8" P

VC

" D

IP

RD2.1

F.E.S

CU1.2

F.E.S

18" RCP CU1.1

F.E.S CU2.2

F.E.S

24" RCP CU2.1

F.E.S

RD1.2

MANHOLE

RD2.2

MANHOLE

CO

RD2.4

CLEANOUT

8" R

C P

INV. EL:

1147.75'

INV. EL:

1146.50'

INV. EL:

1147.17'

INV. EL:

1148.35'

G G G G G G G G

G G

G

W W

W W

W W

W W

W W

W W

W

W W W W W W

W W

W W

W W

W W

W

WWWWW

W W

W

WWWWWWWWWWW

W

W

W

W

W

W

W

F F

F

F F

F

F F

W

W W

S

S

SA

N

SA

N

SANFM

FM

FM

FM

FM

SA

N

FMFMFM

SA

N

SAN

G G

W

W

W

W

W

W

W

INV. EL:

1149.00'

RIP RAP BERM

ELEV: 1147

RIP RAP BERM

ELEV: 1148

PROJECT TITLE

CLIENT

NOT FOR REGULATORY

APPROVAL, PERMITTING,

OR CONSTRUCTION.

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

www.atkinsglobal.com

Copyright © Atkins Limited (2015)

+1 703 535 3008 +1 703 535 1031

Tel:

Fax:

1925 Ballanger Avenue Suite 400 Alexandria VA 22314

DO NOT SCALE

A ARCHD24X36

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10

PROFESSIONAL SEAL

MI-ARNG GAAF

READINESS CENTER

EB

06/30/2023

RA/BL PC

86608-260247

TYPE B 100% REVISED FINAL DESIGN

GRAYLING TOWNSHIP,

CRAWFORD COUNTY, MICHIGAN

DIRECTION SURFACE FLOW ARROW

SPOT ELEVATION

EX MAJOR CONTOUR

EX MINOR CONTOUR

PROP MAJOR CONTOUR

PROP MINOR CONTOUR

PROP STORM CULVERT PIPE

PROP END SECTION

PROP CLEANOUT

PROP MANHOLE

RIP RAP BERM

121.250

235.00

236.00

121.250

1" = 40'-0"

SHEET KEY NOTES#

SHEET LEGEND

GENERAL NOTES

1" = 40'-0"

GRADING AND

DRAINAGE PLAN

CG1010 40' 80'

SCALE: 1" = 40'

CO

D

E7

CG501

A9

CG501

D9

CU501

OT FOR REGULATO

PROVAL, PERMITT

OR CONSTRUCTION

06/30/2023

FUTURE ADDITION

GAAF READINESS CENTER

FFE=1153.00

3 2

FUTURE ADDDDIT O

NEF

1153.00

1153.00

1153.00

1153.00

1152.90

1152.00

1152.25

1152.50

1152.50

1151.75

1152.45

1151.75

1151.38

1151.25

1151.38 1149.57

1151.00

1151.82

1150.96

1151.25

1151.06 1150.75 1150.47

1150.001149.811150.151150.22

1150.98 1150.60

1150.81 1151.021151.00

1151.60

1151.09 1151.14

1152.32 1152.32

-2.01%

1152.50

1149.84

1151.13

1151.71

1152.12

1152.50

1152.50 1152.47

1152.46

1153.00 1153.00

1150.32 1150.13

1151.62

1152.22

1152.45

1152.87

1152.46

1152.46

1151.701152.55

1152.65

1150.84 1150.83

1150.98 1150.88

1151.26

1152.90

1152.90

1151.75

1151.65 1151.39

1151.56

1152.72

1152.43

1150.70

1152.55

1151.65

1151.00

1151.48

1151.11 1150.421151.10

1150.68

1151.74 1151.871151.88

1152.67

1152.39

1152.37

11501149

1149 1148

1152.90

1151.94

1152.25

1151.95 1151.87

1151.971151.99

1152.701152.70

BSW

BSW

BSW

BSW

BSW

BSW

BSW

BSW

BSW

GAAF READINESS CENTER

FFE=1153.00

1153.00

1153.00

1153.00

1153.00

1153.00

1153.00

1151.25

1153.00

1152.38

1152.35

1153.00

CO CO CO

D

8" PVC8"

PV

C

8" P

VC

8" P

VC

8" PVC

" D

IP

8"

P

VC

RD1.5

CLEANOUT

RD1.4

CLEANOUT

RD1.3

CLEANOUT

RD1.1

F.E.S

COCO

D

8" P

VC

RD2.5

CLEANOUT

8" PVC

8" PVC RD2.3

CLEANOUT

8" P

VC

" D

IP

RD2.1

F.E.S

CU1.2

F.E.S

18" RCP CU1.1

F.E.S CU2.2

F.E.S

24" RCP CU2.1

F.E.S

RD1.2

MANHOLE

RD2.2

MANHOLE

CO

RD2.4

CLEANOUT

8" R

C P

INV. EL:

1147.75'

INV. EL:

1146.50'

INV. EL:

1147.17'

INV. EL:

1148.35'

G G G G G G G G

G G

G

W W

W W

W W

W W

W W

W W

W

W W W W W W

W W

W W

W W

W W

W

WWWWW

W W

W

WWWWWWWWWWW

W

W

W

W

W

W

W

F F

F

F F

F

F F

W

W W

S

S

SA

N

SA

N

SANFM

FM

FM

FM

FM

SA

N

FMFMFM

SA

N

SAN

G G

W

W

W

W

W

W

W

INV. EL:

1149.00'

RIP RAP BERM

ELEV: 1147

RIP RAP BERM

ELEV: 1148

DO NOT SCALE

DIRECTION SURFACE FLOW ARROW

SPOT ELEVATION

EX MAJOR CONTOUR

EX MINOR CONTOUR

PROP MAJOR CONTOUR

PROP MINOR CONTOUR

PROP STORM CULVERT PIPE

PROP END SECTION

PROP CLEANOUT

PROP MANHOLE

RIP RAP BERM

121.250

235.00

236.00

121.250

SHEET KEY NOTES#

SHEET LEGEND

GENERAL NOTES

0 40' 80'

SCALE: 1" = 40'

CO

D

E7

CG501

A9

CG501

D9

CU501

EEEEEEEE E E E

E

E

E

E

E E

E

WWWWWW

W W

W

G

GG

G

G

G

G

G

G

FO FO

FO

FO

FO

FO

FO

FO

FOFO

E E

EE

EE

LOD

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LODLODLODLODLODLODLODLODLODLODLOD

LOD

LODLODLODLODLODLODLODLODLOD

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LO

D

LO

D

LO

D

LO

D

LODLODLOD

LO

D

LO

D

LOD LOD LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

FUTURE ADDITION

VAN

VA

N

GAAF READINESS CENTER

FFE=1153.00

GAAF READINESS CENTER

FFE=1153.00

CO CO CO

D

8" PVC8"

PV

C

8" P

VC

8" P

VC

8" PVC

" D

IP

8"

P

VC

RD1.5

CLEANOUT

RD1.4

CLEANOUT

RD1.3

CLEANOUT

RD1.1

F.E.S

COCO

D

8" P

VC

RD2.5

CLEANOUT

8" PVC

8" PVC RD2.3

CLEANOUT

8" P

VC

" D

IP

RD2.1

F.E.S

CU1.2

F.E.S

18" RCP CU1.1

F.E.S CU2.2

F.E.S

24" RCP CU2.1

F.E.S

RD1.2

MANHOLE

RD2.2

MANHOLE

CO

RD2.4

CLEANOUT

8" R

C P

S51

S51

S53

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF SF SF SF SF SF SF SF SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SFSFSFSFSFSFSFSFSFSF

SF

SF

SF

SF

SF

SF

SFSFSF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

S51

S51

S51

E8

E8

E8

E8

11511151

PROJECT TITLE

CLIENT

In ch es

1/

1/

NOT FOR REGULATORY

APPROVAL, PERMITTING,

OR CONSTRUCTION.

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

www.atkinsglobal.com

Copyright © Atkins Limited (2015)

+1 703 535 3008 +1 703 535 1031

Tel:

Fax:

1925 Ballanger Avenue Suite 400 Alexandria VA 22314

DO NOT SCALE

A ARCHD24X36

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10

PROFESSIONAL SEAL

MI-ARNG GAAF

READINESS CENTER

EB

06/30/2023

RA/BL PC

86608-260247

TYPE B 100% REVISED FINAL DESIGN

GRAYLING TOWNSHIP,

CRAWFORD COUNTY, MICHIGAN

1" = 40'-0"

EROSION AND

SEDIMENT CONTROL

PLAN

CG1510 40' 80'

SCALE: 1" = 40'

1. REFER TO SHEET CG551 FOR EROSION AND SEDIMENT

CONTROL DETAILS.

2. ALL WORK SHALL BE IN ACCORDANCE WITH THE MOST

CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL

CODES/REGULATIONS AND TECHNICAL MANUALS OF

AUTHORITY HAVING JURISDICTION.

3. ALL EROSION AND SEDIMENT CONTROL MEASURES

SHALL BE IN PLACE PRIOR TO COMMENCING

CONSTRUCTION ACTIVITIES

4. EROSION AND SEDIMENT CONTROL SHALL BE STRICTLY

ENFORCED.

SHEET LEGEND

GENERAL NOTES

LOD LIMITS OF DISTURBANCE

PROPOSED SILT FENCESF

PROPOSED CONSTRUCTION

ACCESS

REFERENCESYMBOL DETAIL

S51

S53

PERMANENT SEEDING - SEE

LANDSCAPE PLANS L-101E8

PROPOSED CONCRETE SIDEWALK

PROPOSED CRUSHED AGGREGATE

PAVEMENT

ASPHALT PAVEMENT BY OTHERS

PROPOSED CONCRETE PAVEMENT

PROPOSED LANDSCAPED AREA

PROPOSED BUILDING

PROPOSED GRAVEL

OT FOR REGULATO

PROVAL, PERMITT

OR CONSTRUCTION

06/30/2023 X

X

X

X

X

X

X

X

XX

XX

XX

XXXXX

X

XX

XX

XX

XX

X

XX

XX

FOO FOO FOO

FOOF

FOF

FOFOF

FOF

FOF

FOO

FOO

EE

E

E

E

E

E E

E E

E E

E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE

EEEEEEEEEE

G

G

G

GGGGGG

G

G

GG

WW

WW

WW

WW

WWW

W

WW

WW

E

EE

EEEEEEEE E E E

E

E

E

E

E E

E

WWWWWW

W W

W

G

GG

G

G

G

G

G

G

FO FO

FO

FO

FO

FO

FO

FO

FOFO

E E

EE

EE

LOD

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LODLODLODLODLODLODLODLODLODLODLOD

LOD

LODLODLODLODLODLODLODLODLOD

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LO

D

LO

D

LO

D

LO

D

LODLODLOD

LO

D

LO

D

LOD LOD LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

FUTURE ADDITION

VAN

VA

N

GAAF READINESS CENTER

FFE=1153.00

GAAF READINESS CENTER

FFE=1153.00

CO CO CO

D

8" PVC8"

PV

C

8" P

VC

8" P

VC

8" PVC

" D

IP

8"

P

VC

RD1.5

CLEANOUT

RD1.4

CLEANOUT

RD1.3

CLEANOUT

RD1.1

F.E.S

COCO

D

8" P

VC

RD2.5

CLEANOUT

8" PVC

8" PVC RD2.3

CLEANOUT

8" P

VC

" D

IP

RD2.1

F.E.S

CU1.2

F.E.S

18" RCP CU1.1

F.E.S CU2.2

F.E.S

24" RCP CU2.1

F.E.S

RD1.2

MANHOLE

RD2.2

MANHOLE

CO

RD2.4

CLEANOUT

8" R

C P

S51

S51

S53

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF SF SF SF SF SF SF SF SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SFSFSFSFSFSFSFSFSFSF

SF

SF

SF

SF

SF

SF

SFSFSF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

RRR2 RRRRRRRR2442 RCRCRRRR4444444"444 CCCCCC"" PRCR424 CCC44422 R PP222222 RRRRRRRR P4 CCRR PPR RR PPPCCP44222 CCCC""""""" CPCCPCPPPCC22 R PPPRRRRRRR22222 RRRRRRRRRRRRR2222222 PPPPPRRRRRRRRRRRRRR22222222222222 RR PPPCCCP

PPPPPPPPPPPPPPPPPPPPPPPPPPP

GODODOD

D GGG GGLG GGG GG GG GGDG SF G

GGGGGGGG

GG

GGGGGGGGGGG

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WWWW

WWWW

WWWW

WWWW

WWWW

WWWW

WWWW

W

WWWW

WWWW

WWWW

W

WWWWW WWWWWWW WWWWW WWWWWWWW WWWWWWWWWWW WWWWWWWWWWW

WWWWWW

UU

WWWWW

WWWWWW

WWW

WWWWWWWWWWWWWWWWWWWW

WWWW

WWWWW

WW

WWWWWWWWWWWWW

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWDDDDDWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

WWWWWWWWW

WWWWW

RCRR

WWWWWWWWWW

WWWWWWWWWWWWWWWWWFFFW

WWW

WWWW

WWWWWWW

WWWWWW

WW

WWWW

DD

OOOO

WWWWWWWWWWWWWWWWWWWWWWWWWWW

C

FF

FFFFFFF

FFF

FFFF FFFF

GGFFF

FFFFFFF

FFFFF

A

W

WW

W

WWWWWWWWWWW

WWWWW WWWW

S

SSS

DD

SA

N

SASA

SAAA

NA

SANAANASSSFMFMFMFM

FMFMFM

FMMMM

FMMMM

FMFMMFM

SAA

N

SSSSSSSSA

NAANSA

FMMFMMFMMMFMMFMMFMM

SA

NNNN

SANSAAASA

GGGG GGG

WWWWWWWSW

WWWWWW

WWWWWWWWWWWWW

WWWWW

WWWWWWW

WWWW

WWWWW

S51

S51

S51

E8

E8

E8

E8

11511151

DO NOT SCALE

0 40' 80'

SCALE: 1" = 40'

1. REFER TO SHEET CG551 FOR EROSION AND SEDIMENT

CONTROL DETAILS.

2. ALL WORK SHALL BE IN ACCORDANCE WITH THE MOST

CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL

CODES/REGULATIONS AND TECHNICAL MANUALS OF

AUTHORITY HAVING JURISDICTION.

3. ALL EROSION AND SEDIMENT CONTROL MEASURES

SHALL BE IN PLACE PRIOR TO COMMENCING

CONSTRUCTION ACTIVITIES

4. EROSION AND SEDIMENT CONTROL SHALL BE STRICTLY

ENFORCED.

SHEET LEGEND

GENERAL NOTES

LOD LIMITS OF DISTURBANCE

PROPOSED SILT FENCESF

PROPOSED CONSTRUCTION

ACCESS

REFERENCESYMBOL DETAIL

S51

S53

PERMANENT SEEDING - SEE

LANDSCAPE PLANS L-101E8

PROPOSED CONCRETE SIDEWALK

PROPOSED CRUSHED AGGREGATE

PAVEMENT

ASPHALT PAVEMENT BY OTHERS

PROPOSED CONCRETE PAVEMENT

PROPOSED LANDSCAPED AREA

PROPOSED BUILDING

PROPOSED GRAVEL

47.01' - 18" RCP

SLOPE = 1.28%

CLASS IV

CU1.2

CU1.1

6" PVC

INV. 1143.11'

0+00 0+40 0+80 1+20 1+60

73.70' - 24" RCP

SLOPE = 0.91%

CLASS IV

CU2.2

CU2.1

0+00 0+40 0+80 1+19.25

RD1.4RD1.3

RD1.1

35.72' - 8'' PVC

SLOPE = 0.50%

5.00' - 8'' PVC

SLOPE = 0.50%

RD1.2

10.37' - 8'' PVC

SLOPE = 0.50%

6" PVC

INV. 1144.20'

RD1.6RD1.5

-0+40 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80

RD1.4

5.00' - 8'' PVC

SLOPE = 0.50%

-0+50-0+40 0+00 0+40 0+80 1+00

RD1.3

5.00' - 8'' PVC

SLOPE = 0.50%

-0+40 0+00 0+40 0+80

PROJECT TITLE

CLIENT

NOT FOR REGULATORY

APPROVAL, PERMITTING,

OR CONSTRUCTION.

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

www.atkinsglobal.com

Copyright © Atkins Limited (2015)

+1 703 535 3008 +1 703 535 1031

Tel:

Fax:

1925 Ballanger Avenue Suite 400 Alexandria VA 22314

DO NOT SCALE

A ARCHD24X36

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10

PROFESSIONAL SEAL

MI-ARNG GAAF

READINESS CENTER

EB

06/30/2023

RA/BL PC

86608-260247

TYPE B 100% REVISED FINAL DESIGN

GRAYLING TOWNSHIP,

CRAWFORD COUNTY, MICHIGAN

STORM DRAINAGE

PROFILES -

SHEET 1 OF 2

CG201

1" = 40' H 1" = 5 V

H:1"=40', V:1"=5'A2 RD1.6 TO RD1.1

0 40' 80'

SCALE: 1" = 40' HORIZ

0 5' 10'

1" = 5' VERT

H:1"=40', V:1"=5'F3 CULVERT 1

H:1"=40', V:1"=5'F7 CULVERT 2

H:1"=40', V:1"=5'A6 RD1.4A TO RD1.4

H:1"=40', V:1"=5'A9 RD1.3A TO RD1.3

OT FOR REGULATO

PROVAL, PERMITT

RD2.3 RD2.5

107.23' - 12" DIP

SLOPE = 0.50% 104.16' - 8'' PVC

SLOPE = 0.50%

15.05' - 8'' PVC

SLOPE = 0.50%

RD2.2

1.0' MIN

COVER

0.5' MIN

CLR

4" PVC

INV. 1148.75'

4" PVC

INV. 1148.95'

6" PVC

INV. 1144.59'

4"

INV. 1149.15'

49.34' - 8'' PVC

SLOPE = 0.50%

RD2.4A

RD2.4

0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20

RD2.5

9.21' - 8'' PVC

SLOPE = 0.50%

RD2.6

-0+25 0+00 0+40 0+80 1+00

-N/A-

-N/A-

-N/A-

-N/A-

-N/A-

-N/A-

-N/A-

-N/A-

-N/A-

-N/A-

-N/A-

RCP

RCP

DIP

DIP

PROJECT TITLE

CLIENT

NOT FOR REGULATORY

APPROVAL, PERMITTING,

OR CONSTRUCTION.

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

www.atkinsglobal.com

Copyright © Atkins Limited (2015)

+1 703 535 3008 +1 703 535 1031

Tel:

Fax:

1925 Ballanger Avenue Suite 400 Alexandria VA 22314

DO NOT SCALE

A ARCHD24X36

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10

PROFESSIONAL SEAL

MI-ARNG GAAF

READINESS CENTER

EB

06/30/2023

RA/BL PC

86608-260247

TYPE B 100% REVISED FINAL DESIGN

GRAYLING TOWNSHIP,

CRAWFORD COUNTY, MICHIGAN

STORM DRAINAGE

PROFILES -

SHEET 2 OF 2

CG202

0 40' 80'

SCALE: 1" = 40' HORIZ

0 5' 10'

1" = 5' VERT

H:1"=40', V:1"=5'D3 RD2.1 TO RD2.4A

H:1"=40', V:1"=5'D6 RD2.6 TO RD2.5

1" = 40' H 1" = 5 V

NTSA6 STORM PIPE AND STRUCTURE SCHEDULE

OT FOR REGULATO

PROVAL, PERMITT

NOT FOR REGULATORY

APPROVAL, PERMITTING,

OR CONSTRUCTION.

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

www.atkinsglobal.com

Copyright © Atkins Limited (2015)

+1 703 535 3008 +1 703 535 1031

Tel:

Fax:

1925 Ballanger Avenue Suite 400 Alexandria VA 22314

DO NOT SCALE

A ARCHD24X36

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10

PROFESSIONAL SEAL

MI-ARNG GAAF

READINESS CENTER

EB

06/30/2023

RA/BL PC

86608-260247

TYPE B 100% REVISED FINAL DESIGN

GRAYLING TOWNSHIP,

CRAWFORD COUNTY, MICHIGAN

GRADING AND

DRAINAGE DETAILS

CG501

NTS

NTSA9 TYPICAL MANHOLE

NTSA4 FRAME AND COVER

NTSE7 CONCRETE END SECTION

OT FOR REGULATO

PROVAL, PERMITT

NOT FOR REGULATORY

APPROVAL, PERMITTING,

OR CONSTRUCTION.

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

www.atkinsglobal.com

Copyright © Atkins Limited (2015)

+1 703 535 3008 +1 703 535 1031

Tel:

Fax:

1925 Ballanger Avenue Suite 400 Alexandria VA 22314

DO NOT SCALE

A ARCHD24X36

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10

PROFESSIONAL SEAL

MI-ARNG GAAF

READINESS CENTER

EB

06/30/2023

RA/BL PC

86608-260247

TYPE B 100% REVISED FINAL DESIGN

GRAYLING TOWNSHIP,

CRAWFORD COUNTY, MICHIGAN

EROSION AND

SEDIMENT CONTROL

DETAILS

CG551

NTS

NTSA8 SILT FENCE

NTSA2 STABILIZED CONSTRUCTION ACCESS

OT FOR REGULATO

PROVAL, PERMITT

GAAF READINESS CENTER

FFE=1153.00

3 2

7 (TYP)

5 5

44.0'

9.0' 19.0' 45.0'

9.0'

19.0'

R5.0' R20.0' R20.0'

R3.0'

R30.0'R30.0'

R20.0'R20.0'

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

R1 5.

0'

R5.0' 12

8 9

11 12

14 15

20 21 22

262728

36 37

43 4445 46

50 51 52 53

57 58

63 64 65 66

72 73

75 76

90 91 92

95 96

100 101

109 110

111112

R20.0R20.0

(TYP)

R25.0'

11.0'

5.0'

11.0'

(TYP)9.0'

(TYP)

(TYP)

19 20

13 (TYP)

13(TYP)

(TYP)

122123

PROJECT TITLE

CLIENT

In ch es

1/

1/

NOT FOR REGULATORY

APPROVAL, PERMITTING,

OR CONSTRUCTION.

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

www.atkinsglobal.com

Copyright © Atkins Limited (2015)

+1 703 535 3008 +1 703 535 1031

Tel:

Fax:

1925 Ballanger Avenue Suite 400 Alexandria VA 22314

DO NOT SCALE

A ARCHD24X36

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10

PROFESSIONAL SEAL

MI-ARNG GAAF

READINESS CENTER

EB

06/30/2023

RA/BL PC

86608-260247

TYPE B 100% REVISED FINAL DESIGN

GRAYLING TOWNSHIP,

CRAWFORD COUNTY, MICHIGAN

1" = 40'-0"

SITE PLAN

CS1010 40' 80'

SCALE: 1" = 40'

1. ALL WORK SHALL BE IN ACCORDANCE WITH THE MOST

CURRENT APPLICABLE FEDERAL, STATE AND LOCAL

CODES/REGULATIONS AND TECHNICAL MANUALS OF

AUTHORITY HAVING JURISDICTION.

2. CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES

TO ASSURE AL SURFACE AND SUBSURFACE FEATURES

AS WELL AS UTILTIES THAT ARE TO REMAIN IN PLACE

ARE NOT DAMAGED DURING CONSTRUCTION ACTIVITIES.

ALL SITE FEATURES AND UTILTIES THAT DAMAGED

DURING CONSTRUCTION SHALL BE RESTORED TO THEIR

ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

3. REFER TO STRUCTURAL DRAWINGS FOR EQUIPMENT

CONCRETE PAD DETAILS.

4. REFER TO CS610 FOR GEOMETRY POINT LAYOUT

SCHEDULE

PROPOSED 12" CRUSHED AGGREGATE PAVEMENT

3 PROPOSED CONCRETE SIDEWALK

PROPOSED CONCRETE PAVEMENT

SHEET KEY NOTES#

SHEET LEGEND

PROPOSED CONCRETE SIDEWALK

GENERAL NOTES

6 PROPOSED BOLLARD

PROPOSED CRUSHED AGGREGATE

PAVEMENT

ASPHALT PAVEMENT BY OTHERS

PROPOSED CONCRETE PAVEMENT

PROPOSED PAVEMENT MARKING

PROPOSED BUILDING

NUMBER OF PARKING SPACES#

NOT USED

FLAG POLE AREA

33FT AT/FP UNOBSTRUCTED SPACE

33FT AT/FP UNOBSTRUCTED SPACE

11 LANDSCAPED AREA

12 ASPHALT PAVEMENT BY OTHERS

5 PROPOSED CONCRETE DRIVEWAY OPENING

13 PROPOSED ACCESSIBLE MARKING SYMBOL

14 PROPOSED TRANSFORMER CONCRETE PAD

PROPOSED LANDSCAPED AREA

A6

CS501

15 PROPOSED WHEEL STOP A2

CS501

16 PROPOSED GENERATOR CONCRETE PAD

PROPOSED GRAVEL

PROPOSED LIGHT DUTY

ASPHALT PAVEMENT

NOT USED

PROPOSED DOCKING STATION CONCRETE PAD

NUMBER OF HANDICAP SPACES#

18 RESERVED PARKING (ACCESSIBLE) SIGN R7-8 E1

CS501

PROPOSED SIGN

A4

CS502

C7

CS502

E9

CS502

E6

CS502

NUMBER OF LOW EMITTING VEHICLE

SPACES#

NUMBER OF EV CHARGING SPACES#

RESERVED PARKING SPACE FOR LOW EMITTING

VEHICLES SIGN

RESERVED PARKING FOR EV CHARGING

SIGN D9-11B

LIMITS OF DISTURBANCELOD LOD

G9

CS501

G6

CS501

A8

CS501

S-511

S-511

S-511

PROPOSED PAVEMENT MARKING, 4" SOLID WHITE.

OT FOR REGULATO

PROVAL, PERMITT

OR CONSTRUCTION

06/30/2023

FUTURE ADDITION

GAAF READINESS CENTER

FFE=1153.00

3 2

7 (TYP)

5 5

44.0'

9.0' 19.0' 45.0'

9.0'

19.0'

R5.0' R20.0' R20.0'

R3.0'

R30.0'R30.0'

R20.0'R20.0'

(TYP)

(TYP)

(TYP)

(TYP)

R1 5.

0'

R5.0' 12

8 9

11 12

14 15

20 21 22

262728

36 37

43 4445 46

50 51 52 53

57 58

63 64 65 66

72 73

90 91 92

95 96

100 101

109 110

111112

R20.0R20.0

(TYP)

R25.0'

11.0'

5.0'

11.0'

(TYP)9.0'

(TYP)

(TYP)

16 17

13 (TYP)

13(TYP)

(TYP)

122123

DO NOT SCALE

0 40' 80'

SCALE: 1" = 40'

1. ALL WORK SHALL BE IN ACCORDANCE WITH THE MOST

CURRENT APPLICABLE FEDERAL, STATE AND LOCAL

CODES/REGULATIONS AND TECHNICAL MANUALS OF

AUTHORITY HAVING JURISDICTION.

2. CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES

TO ASSURE AL SURFACE AND SUBSURFACE FEATURES

AS WELL AS UTILTIES THAT ARE TO REMAIN IN PLACE

ARE NOT DAMAGED DURING CONSTRUCTION ACTIVITIES.

ALL SITE FEATURES AND UTILTIES THAT DAMAGED

DURING CONSTRUCTION SHALL BE RESTORED TO THEIR

ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

3. REFER TO STRUCTURAL DRAWINGS FOR EQUIPMENT

CONCRETE PAD DETAILS.

4. REFER TO CS610 FOR GEOMETRY POINT LAYOUT

SCHEDULE

PROPOSED 12" CRUSHED AGGREGATE PAVEMENT

3 PROPOSED CONCRETE SIDEWALK

PROPOSED CONCRETE PAVEMENT

SHEET KEY NOTES#

SHEET LEGEND

PROPOSED CONCRETE SIDEWALK

GENERAL NOTES

6 PROPOSED BOLLARD

PROPOSED CRUSHED AGGREGATE

PAVEMENT

ASPHALT PAVEMENT BY OTHERS

PROPOSED CONCRETE PAVEMENT

PROPOSED PAVEMENT MARKING

PROPOSED BUILDING

NUMBER OF PARKING SPACES#

NOT USED

FLAG POLE AREA

33FT AT/FP UNOBSTRUCTED SPACE

33FT AT/FP UNOBSTRUCTED SPACE

11 LANDSCAPED AREA

12 ASPHALT PAVEMENT BY OTHERS

5 PROPOSED CONCRETE DRIVEWAY OPENING

13 PROPOSED ACCESSIBLE MARKING SYMBOL

14 PROPOSED TRANSFORMER CONCRETE PAD

PROPOSED LANDSCAPED AREA

A6

CS501

PROPOSED GRAVEL

PROPOSED LIGHT DUTY

ASPHALT PAVEMENT

NOT USED

NUMBER OF HANDICAP SPACES#

RESERVED PARKING (ACCESSIBLE) SIGN R7-8 E1

CS501

PROPOSED SIGN

A4

CS502

C7

CS502

E9

CS502

E6

CS502

NUMBER OF LOW EMITTING VEHICLE

SPACES#

NUMBER OF EV CHARGING SPACES#

RESERVED PARKING SPACE FOR LOW EMITTING

VEHICLES SIGN

RESERVED PARKING FOR EV CHARGING

SIGN D9-11B

LIMITS OF DISTURBANCELOD LOD

G9

CS501

G6

CS501

A8

CS501

S-511

PROPOSED PAVEMENT MARKING, 4" SOLID WHITE.

NOT FOR REGULATORY

APPROVAL, PERMITTING,

OR CONSTRUCTION.

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

www.atkinsglobal.com

Copyright © Atkins Limited (2015)

+1 703 535 3008 +1 703 535 1031

Tel:

Fax:

1925 Ballanger Avenue Suite 400 Alexandria VA 22314

DO NOT SCALE

A ARCHD24X36

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10

PROFESSIONAL SEAL

MI-ARNG GAAF

READINESS CENTER

EB

06/30/2023

RA/BL PC

86608-260247

TYPE B 100% REVISED FINAL DESIGN

GRAYLING TOWNSHIP,

CRAWFORD COUNTY, MICHIGAN

SITE DETAILS

SHEET 1 OF 3

CS501

NTS

NTSE1 ACCESSIBLE PARKING SIGN R7-8

NTSA8 PAVEMENT MARKING SYMBOL

NTSA6 TYPICAL BOLLARD

NTSG9 LOW EMITING VEHICLES SIGN

NTSG6 EV CHARGING SIGN D9-11B

OT FOR REGULATO

PROVAL, PERMITT

OR CONSTRUCTION

06/30/2023

R

DO NOT SCALE

A

NTSE1 ACCESSIBLE PARKING SIGN R7-8

NTSA8 PAVEMENT MARKING SYMBOL

NTSA6 TYPICAL BOLLARD

NTSG9 LOW EMITING VEHICLES SIGN

NTSG6 EV CHARGING SIGN D9-11B

NATIVE SOIL

12" COMPACTED SUBGRADE

(COMPACTED TO 95%)

3" ASPHALT

5" GRADED-CRUSHED

AGGREGATE BASE

NATIVE SOIL

12" COMPACTED SUBGRADE

(COMPACTED TO 95%)

8" PORTLAND CEMENT

CONCRETE (PCC)

4" GRADED-CRUSHED

AGGREGATE BASE

NATIVE SOIL

12" COMPACTED SUBGRADE

(COMPACTED TO 95%)

3" ASPHALT

7" GRADED-CRUSHED

AGGREGATE BASE

CRUSHED AGGREGATE PAVEMENT

(SEE PLANS)

12" COMPACTED SUBGRADE

(COMPACTED TO 95%)

NATIVE SOIL

PROJECT TITLE

CLIENT

NOT FOR REGULATORY

APPROVAL, PERMITTING,

OR CONSTRUCTION.

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

www.atkinsglobal.com

Copyright © Atkins Limited (2015)

+1 703 535 3008 +1 703 535 1031

Tel:

Fax:

1925 Ballanger Avenue Suite 400 Alexandria VA 22314

DO NOT SCALE

A ARCHD24X36

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10

PROFESSIONAL SEAL

MI-ARNG GAAF

READINESS CENTER

EB

06/30/2023

RA/BL PC

86608-260247

TYPE B 100% REVISED FINAL DESIGN

GRAYLING TOWNSHIP,

CRAWFORD COUNTY, MICHIGAN

SITE DETAILS

SHEET 2 OF 3

CS502

NTS

NTSE6 DRIVEWAY OPENINGS

NTSE9 CONCRETE SIDEWALK

NTSA9 PAVEMENT SECTION

LIGHT DUTY ASPHALT

NTSC7 PAVEMENT SECTION

HEAVY DUTY CONCRETE

NTSC9 PAVEMENT SECTION

HEAVY DUTY ASPHALT

NTSA7 PAVEMENT SECTION

CRUSHED AGGREGATE

OT FOR REGULATO

PROVAL, PERMITT

NOT FOR REGULATORY

APPROVAL, PERMITTING,

OR CONSTRUCTION.

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

www.atkinsglobal.com

Copyright © Atkins Limited (2015)

+1 703 535 3008 +1 703 535 1031

Tel:

Fax:

1925 Ballanger Avenue Suite 400 Alexandria VA 22314

DO NOT SCALE

A ARCHD24X36

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10

PROFESSIONAL SEAL

MI-ARNG GAAF

READINESS CENTER

EB

06/30/2023

RA/BL PC

86608-260247

TYPE B 100% REVISED FINAL DESIGN

GRAYLING TOWNSHIP,

CRAWFORD COUNTY, MICHIGAN

SITE DETAILS

SHEET 3 OF 3

CS503

NTS

NTSE4 CHAIN-LINK SECURITY FENCE

NTSA6 SLIDING GATE

NTSA9 EXTENSION ARM DETAILS

OT FOR REGULATO

PROVAL, PERMITT

: 37.8Steering Angle

8.00 24.00

8.50 8.50 6.0

Pumper Fire Truck feet

Width Track Lock to Lock Time

44.00 feet

Front Loading Collection truck

Lock to Lock Time Steering Angle

Width Track

6.0 27.7:

8.53 8.53:

13.58 17.72

40.55

FUTURE ADDITION

GAAF READINESS CENTER

FFE=1153.00

3 2

FUTURE ADDITION

GAAF READINESS CENTER

FFE=1153.00

3 2

PROJECT TITLE

CLIENT

In ch es

1/

1/

NOT FOR REGULATORY

APPROVAL, PERMITTING,

OR CONSTRUCTION.

REV. DATE DESCRIPTION

ISSUE FOR CONSTRUCTION DATE

DESIGNEDSCALE

DRAWING TITLE

DRAWN CHECKED

ORIGINAL SHEET SIZE

PROJECT NUMBER

PROJECT STATUS

SHEET NUMBER

REVISION NO.

www.atkinsglobal.com

Copyright © Atkins Limited (2015)

+1 703 535 3008 +1 703 535 1031

Tel:

Fax:

1925 Ballanger Avenue Suite 400 Alexandria VA 22314

DO NOT SCALE

A ARCHD24X36

ATKINS DESIGN TEAM

ARCHITECTURE, INTERIORS

CIVIL, STRUCTURAL, LANDSCAPE

MECHANICAL, PLUMBING, FIRE PROTECTION

ELECTRICAL, FIRE ALARM

CONSULTANTS

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10

PROFESSIONAL SEAL

MI-ARNG GAAF

READINESS CENTER

EB

06/30/2023

RA/BL PC

86608-260247

TYPE B 100% REVISED FINAL DESIGN

GRAYLING TOWNSHIP,

CRAWFORD COUNTY, MICHIGAN

1" = 40'-0"

TURNING

MOVEMENTS

CS6010 40' 80'

SCALE: 1" = 40'

PUMPER FIRE TRUCK

SHEET KEY NOTES#

GENERAL NOTES

TURNING MOVEMENTS LEGEND

FRONT-LOAD GARBAGE TRUCK

OT FOR REGULATO

PROVAL, PERMITT

OR CONSTRUCTION

06/30/2023

: 37.8Steering Angle

8.00 24.00

8.50 8.50 6.0

Pumper Fire Truck feet

Width Track Lock to Lock Time

44.00 feet

Front Loading Collection truck

Lock to Lock Time Steering Angle

Width Track

6.0 27.7:

8.53 8.53:

13.58 17.72

40.55

FUTURE ADDITION

GAAF READINESS CENTER

FFE=1153.00

3 2

FUTURE ADDITION

GAAF READINESS CENTER

FFE=1153.00

3 2

R

DO NOT SCALE

A

1 2 3 4 5 6 7 8 9 10 11

0 40' 80'

SCALE: 1" = 40'

PUMPER FIRE TRUCK

SHEET KEY NOTES#

GENERAL NOTES

TURNING MOVEMENTS LEGEND

FRONT-LOAD GARBAGE TRUCK

GEOMETRY POINT LAYOUT SCHEDULE

POINT NUMBER

NORTHING (FT)

497,608.3874

497,168.7581

497,581.5216

497,605.9920

497,614.8250

497,589.8968

497,581.5216

497,557.5216

497,557.5216

497,527.5216

497,515.2299

497,515.2299

497,527.5216

497,557.5216

497,557.5216

497,581.5216

497,556.5216

497,556.5216

497,531.5216

497,543.0216

497,543.0216

497,543.0216

497,552.5216

497,548.0216

497,510.2299

497,491.0216

497,491.0216

497,491.0216

497,495.2299

497,510.2299

497,510.2299

497,495.2299

497,510.2299

497,515.2299

497,588.7298

497,480.5216

497,480.5216

497,314.8966

497,287.5199

497,287.5199

497,314.8966

497,282.5199

497,287.5199

497,287.5199

497,289.5199

EASTING (FT)

19,592,906.4138

19,592,904.6012

19,593,190.7851

19,593,188.7392

19,593,206.6829

19,593,218.9542

19,593,232.4120

19,593,190.7851

19,593,200.7853

19,593,230.7851

19,593,230.7851

19,593,242.7851

19,593,242.7851

19,593,272.7851

19,593,381.9934

19,593,451.9934

19,593,451.9934

19,593,436.9934

19,593,411.9934

19,593,362.9934

19,593,367.9934

19,593,381.9934

19,593,386.9934

19,593,386.9934

19,593,242.4518

19,593,242.4518

19,593,230.7851

19,593,223.7851

19,593,326.9542

19,593,326.9542

19,593,331.9542

19,593,331.9542

19,593,362.9934

19,593,362.9934

19,593,197.2367

19,593,142.3268

19,593,147.3268

19,593,179.2193

19,593,179.2193

19,593,171.3509

19,593,171.3509

19,593,142.1539

19,593,147.0860

19,593,209.5466

19,593,209.5466

POINT DESCRIPTION

LANDSCAPE

LANDSCAPE

LANDSCAPE / AGGREGATE EOP

CONC EOP

CONC EOP

CONC EOP

AGGREGATE / CONC EOP

LANDSCAPE / AGGREGATE EOP

LANDSCAPE / AGGREGATE EOP

LANDSCAPE / GRAVEL EOP

LANDSCAPE / GRAVEL / S/W EOP

LANDSCAPE / GRAVEL / S/W EOP

LANDSCAPE / GRAVEL EOP

LANDSCAPE / AGGREGATE EOP

LANDSCAPE / AGGREGATE EOP

AGGREGATE EOP

AGGREGATE EOP

AGGREGATE EOP

AGGREGATE EOP

LANDSCAPE /S/W EOP

LANDSCAPE / AGGREGATE / S/W EOP

LANDSCAPE / AGGREGATE EOP

LANDSCAPE / AGGREGATE EOP

LANDSCAPE / AGGREGATE EOP

LANDSCAPE / S/W EOP

BLDG / S/W EOP

BLDG / LANDSCAPE /S/W EOP

BLDG / S/W EOP

BLDG / LANDSCAPE /S/W EOP

LANDSCAPE / S/W EOP

LANDSCAPE / S/W EOP

BLDG / LANDSCAPE /S/W EOP

LANDSCAPE /S/W EOP

LANDSCAPE /S/W EOP

CONC EOP

LANDSCPAE / S/W EOP

BLDG / S/W EOP

BLDG / S/W EOP

LANDSCAPE / S/W EOP

LANDSCAPE / S/W EOP

BLDG / S/W EOP

LANDSCAPE / S/W EOP

LANDSCAPE / S/W EOP

LANDSCAPE / S/W EOP

LANDSCAPE / S/W EOP

GEOMETRY POINT LAYOUT SCHEDULE

POINT NUMBER

NORTHING (FT)

497,289.5199

497,318.5199

497,319.0615

497,319.0615

497,289.5199

497,289.5199

497,287.5216

497,282.5216

497,287.5216

497,357.1454

497,357.1150

497,362.1454

497,362.1454

497,387.0216

497,387.0216

497,397.5632

497,397.5632

497,416.2299

497,416.2299

497,426.0216

497,426.0216

497,288.0216

497,283.0216

497,288.0216

497,282.5215

497,268.5216

497,263.5216

497,263.5216

497,268.5216

497,299.9292

497,299.9292

497,293.8459

497,293.8459

497,300.1714

497,300.1714

497,292.8198

497,292.8198

497,397.5632

497,416.2299

497,294.8225

497,282.5199

497,266.5199

497,264.0199

497,264.0199

497,237.5199

EASTING (FT)

19,593,223.7851

19,593,242.4518

19,593,223.7851

19,593,234.7851

19,593,234.7851

19,593,248.5466

19,593,248.5466

19,593,367.9934

19,593,362.9934

19,593,362.9934

19,593,335.7863

19,593,335.7851

19,593,362.9934

19,593…