C-100_-_ALL_Civil_Plans___BHJ.pdf

HOT

U G

N

HOT

U G

N

C I

B

A H

C

B

A

INST

D A N G E R

DA

N G E R

D A N G

E

R

DA

N G E R

D A N G E R

D A N G E R

DANG ER

DAN GER

DA NGER

SEKARBHO

T

SEKARBHO

T

I N

S T

AUST-AOC

AUST-AOC

SITE 15

SOUTHWEST

LANDFILL

SITE 1

SITE 2

FTA-2

SSR-AOC

S

I T

E

W

P

E

R

I M

E

T

R

D

FTA-3

S0002-AOC

1576-AOC

S0001-AOC

SITE 3

FTA-1

S I T

E

F1445-AOC

AWT-

AOC

SITE 35

SLUDGE APPLICATION AREA

AR6-AOC & 1679 AOC

AR2-AOC & 1673 AOC

SITE 36

SLUDGE APPLICATION AREA

SITE 9

DRMO-AOC

SITE 9

OF5-AOC

SITE 22

ETC-AOC

C16-AOC

SITE 26

SITE 4

CRF-AOC

SITE 32

SITE 17

COAL STOR.

SITE 10

SITE 33

SITE 21

AOC-N

CYS-AOC

SITE 19

SITE 18

SITE 29

SITE 31

BSAR-AOC

TWS-AOC

FIB-AOC

SITE 14

OF4-AOC

OSA-AOC

NORTHWEST

SITE 6

LANDFILL

F1017

1001-AOC

1051-AOC

SITE 30

-AOC

SITE 7

SITE 16

SITE 23

SITE 24

SITE 12

SITE 37

SITE 20

SITE 11

134 LUST

AREA 6

AREA 1A

AREA 1B

ARMY AREA 3/

AREA 10

AREA 7

AREA 9

AREA 11

SITE 13

E S

H L

A

O C

WSHL-AOC

TUCKER CREEK LANDFILL

SITE 5

RRT-AOC

WSHL-AOC

170 LUST

ESHL-AOC

AREA 2 & 8A

FADS-AOC

MSSS-AOC

781 LUST

1425-AOC

3431-AOC

1429-AOC

1420-AOC

590-AOC

200 HSNG-AOC

OF1-AOC

1436-AOC

RIFLE RANGE

CLAY PIGEON TRAP SITE

AREA 5

SKEET PAHS

903 MARINA DREDGING SPOILS

700 MARINA DREDGING SPOILS

OF2-AOC

S I T

E

W

P

E R

I M

E T

D

EAST RAMP ACCESS

EAST POL AOC

RRT-AOC

RRT-AOC

RRT-AOC

ARMY AREA 3 ANNEX

162-AOC

1466-AOC

WPOL-AOC

SHEET NO:

SHEET TITLE:

PROJECT NUMBER:

COPYRIGHT © 2017

DATE ISSUE

26913 NORTHWESTERN HWY

SUITE 200

SOUTHFIELD, MICHIGAN

48033 | USA

(T) 248 262 1500

WWW.HED.DESIGN

2017-02893-000

Selfridge Air

National Guard

Base

Design and Repair of Bravo, Hotel, and Joliet Taxiways

Harrison Township, MI 48045

SANG Project No.: 162040

KEYPLANN

10-20-17 35% Preliminary Design

RANGE

DRIVING

W

W

W

W

W

2+00

4+00

6+00

8+00 6+00 4+00 2+0010+00

TAXIWAY "B"

TAXIWAY "B"

AREA-1

TAXIWAY "B"

AREA-2

02-26-18 95% Preliminary Design

05-11-18 Pre-Construction Progress

07-13-18 100% Design

C-100

OVERALL SITE MAP

NOTES:

CONSTRUCTION SITE SAFETY IS THE RESPONSIBILITY OF

THE CONTRACTOR. NEITHER THE BASE NOR THE ENGINEER

SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR

SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE

WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER

PERSONS.

ENTRANCE GATE

SITE PLAN

HAUL ROUTE

PRE-REMOVAL LEGEND

EXISTING HYDRANT - BASE WILL PROVIDE WATER.

HYDRANT LOCATION NOTED. CONTRACTOR TO PROVIDE

ALL NECESSARY PIPING AND A BACKFLOW PREVENTER

STAGING AREAS

HAUL ROUTE

CONTRACTOR SHALL DISPOSE OF MILLINGS ALONG EXISTING

ROAD. GRADING BY BASE

SECONDARY DISPOSAL SITE FOR MILLINGS. CONTRACTOR

RESPONSIBLE FOR STOCKPILING MILLINGS PER APPLICABLE CODES.

PHASE 1

PHASE 2

PRIMARY MILLING

DISPOSAL SITE

SPREAD MILLINGS APPROXIMATELY 8" THICK ALONG

ACCESS ROAD (635'X24') - STOCKPILE EXCESS IN PILES -50' RADIUS

PILE - MAXIMUM 15' HEIGHT

SECONDARY MILLING

DISPOSAL SITE

STOCKPILE EXCESS IN

50' RADIUS

PILE - MAXIMUM 15'

HEIGHT

STAGING AREA

CONTRACTOR ACCESS RESTRICTED

BEYOND THIS POINT. INSTALL LIGHTED

BARRICADE (DETAIL THIS SHEET).

CONTRACTOR ACCESS RESTRICTED

BEYOND THIS POINT. INSTALL LIGHTED

BARRICADE (DETAIL THIS SHEET).

CONTRACTOR ACCESS RESTRICTED

BEYOND THIS POINT. INSTALL LIGHTED

BARRICADE (DETAIL THIS SHEET).

CONTRACTOR ACCESS RESTRICTED

BEYOND THIS POINT. INSTALL LIGHTED

BARRICADE (DETAIL THIS SHEET).

APPROXIMATE WORK LIMITS

NO ENTRY

TWO LIGHTS PER BARRICADE, RED

IN COLOR, CONTINUOUS BURNING

10 CANDLEA INTENSITY

NOTES:

1. BARRICADES TO BE USED AT ALL LOCATIONS OF RUNWAY OR TAXIWAY CLOSURES

FOR FULL DURATION OF CLOSURE.

2. AIRFIELD BARRICADES TO MEET THE REQUIREMENTS OF FAA AC 150/5370-2E.

3. CONTRACTOR TO SUBMIT BARRICADE INTENDED FOR USE TO THE CONTRACTING

OFFICER FOR APPROVAL.

4. MAXIMUM 50' (15.2m) SPACING BETWEEN BARRICADES, DUAL BARRICADES ON

CORNERS & ENDS.

BARRICADE TO BE

CONSTRUCTED OF

FRANGIBLE MATERIAL

SCALE:

TYPICAL AIRFIELD LIGHTED BARRICADE

NOT TO SCALE

18" (450mm) MAX.

NOT TO SCALE

CONTRACTOR SHALL

MAINTAIN FULL ACCESS

TO THE WEST RAMP

DURING BOTH PHASES

FIRING RANGES (NO LONGER USED)

NUMBERED IRP SITES

ARMY IRP AOC's

NAVY IRP (BRAC) AOC's

ANG IRP AOC's

OTHER AOC's (POTENTIAL CERCLA)

COMPLIANCE ISSUE AOC's (NON-CERCLA)

ENVIRONMENTAL SITES

RAILROAD AOC (RRT-AOC)

AREAS OF CONCERN

SHEET NO:

SHEET TITLE:

PROJECT NUMBER:

COPYRIGHT © 2017

DATE ISSUE

26913 NORTHWESTERN HWY

SUITE 200

SOUTHFIELD, MICHIGAN

48033 | USA

(T) 248 262 1500

WWW.HED.DESIGN

2017-02893-000

Selfridge Air

National Guard

Base

Design and Repair of Bravo, Hotel, and Joliet Taxiways

Harrison Township, MI 48045

SANG Project No.: 162040

KEYPLANN

10-20-17 35% Preliminary Design

RANGE

DRIVING

W

W

W

W

6+00

8+00 6+00 4+00 2+0010+00

TAXIWAY "B"

TAXIWAY "B"

AREA-1

TAXIWAY "B"

AREA-2

02-26-18 95% Preliminary Design

05-11-18 Pre-Construction Progress

07-13-18 100% Design

C-101

GENERAL NOTES

GENERAL CONSTRUCTION NOTES:

1. ENTRY TO BASE/ACCESS TO SITE

SELFRIDGE ANG BASE IS A CLOSED BASE AND ONLY THOSE PERSONS GRANTED PERMISSION MAY ENTER. ALL CONTRACTOR

PERSONNEL (PRIME AND ALL SUBCONTRACTORS) MUST BE LISTED AND THE LIST PROVIDED TO THE CONTRACTING OFFICER A MINIMUM

OF 5 DAYS PRIOR TO THE START OF WORK. THE LIST SHALL INCLUDE THE CONTRACT NUMBER, PROJECT NUMBER, PROJECT TITLE, COMPANY NAMES, EMPLOYEE NAMES AND THE ESTIMATED START AND END DATES OF EACH PERSON'S EMPLOYMENT ON THE PROJECT.

SUBSEQUENT ADDITIONS OR DELETIONS WILL BE SUBMITTED AS REQUIRED FOR THE PROJECT.

CONTRACTOR SHALL NOTIFY THE FAA OF THE CONSTRUCTION ACTIVITIES ON THE AIRFIELD (45) DAYS IN ADVANCE. NOTIFICATION CAN

BE DONE AT https://oeaaa.faa.gov/oeaaa/external/portal.jsp

2. LAYOUT AND GRADES

ALL LINES AND GRADES NOT PRESENTLY ESTABLISHED AT THE SITE SHALL BE LAID OUT BY THE CONTRACTOR IN ACCORDANCE WITH

THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL MAINTAIN ALL ESTABLISHED BOUNDARIES, CONTROL POINTS AND

BENCHMARKS AND REPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED.

THE CONTRACTOR SHALL ENGAGE A PROFESSIONAL ENGINEER OR REGISTERED LAND SURVEYOR, LICENSED TO PRACTICE IN THE

STATE OF MICHIGAN, TO PROPERLY ESTABLISH ALL LOCATIONS, GRADES, ELEVATIONS, DIMENSIONS, JOINTS, ETC., NECESSARY FOR

THE PROPER LOCATION OF ALL ITEMS OF WORK INCLUDED IN THIS CONTRACT. ALL SUCH ITEMS SHALL BE ESTABLISHED IN RELATION

TO THE BENCHMARK AND CONTROL POINTS NOTED ON THE DRAWINGS.

3. REFUSE AND SALVAGE MATERIALS

ALL REFUSE, DEBRIS, AND CONSTRUCTION WASTE MATERIAL SHALL BE LEGALLY DISPOSED OF OFF BASE AT THE CONTRACTOR'S

EXPENSE. ACCUMULATIONS OF REFUSE ON THE SITE WILL NOT BE PERMITTED. USE OF GOVERNMENT OWNED DUMPSTERS BY THE

CONTRACTOR IS NOT AUTHORIZED.

4. STORAGE

NO SECURE STORAGE SPACE WILL BE PROVIDED BY THE GOVERNMENT. THE GOVERNMENT WILL NOT BE RESPONSIBLE FOR PROPERTY

BELONGING TO, OR UNDER THE PRESENT CONTROL OF THE CONTRACTOR. THE CONTRACTOR IS TO PROTECT MATERIALS. AN

UNSECURED OPEN AREA WILL BE DESIGNATED BY THE CONTRACTING OFFICER FOR STORAGE OF CONSTRUCTION EQUIPMENT AND

MATERIALS DURING THE PERIOD COVERED BY THE CONTRACT.

5. EXCAVATING PERMIT

CONTRACTOR IS REQUIRED TO SECURE A SELFRIDGE ANG BASE, MI EXCAVATING PERMIT FROM BASE CIVIL ENGINEERING, BUILDING 127, BEFORE PROCEEDING WITH ANY EXTERIOR ON-SITE EXCAVATING OR DIGGING. THE BASE CIVIL ENGINEER MUST HAVE THREE (3) TO

FOUR (4) WORKING DAYS NOTICE FROM THE CONTRACTOR PRIOR TO PERMIT BEING SECURED.

6. DAMAGES AND REPAIRS

ALL DAMAGES BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED, OR REPLACED, AT THE CONTRACTOR'S EXPENSE, AS

DIRECTED BY THE CONTRACTING OFFICER. ANY GOVERNMENT PROPERTY DAMAGED AS A RESULT OF THE WORK, MATERIALS, OR

OPERATIONS OF THE CONTRACTOR SHALL BE RESTORED AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT.

ALL EXISTING SIDEWALKS, CURBS, AND PAVEMENT DISTURBED, BROKEN OR REMOVED OR OTHERWISE DAMAGED BY THE CONTRACTOR

DURING PERFORMANCE OF THE WORK UNDER THIS CONTRACT SHALL BE REPLACED AT THE CONTRACTOR'S OWN EXPENSE. REPLACED

SIDEWALKS, CURBS, AND PAVEMENTS SHALL BE SMOOTH, SHALL BLEND INTO THE EXISTING WORK, AND SHALL NOT PRESENT

DEPRESSIONS OR HUMPS.

7. TRAFFIC AND SAFETY

WHERE POSSIBLE, THE CONTRACTOR AND WORKERS SHALL NOT INTERFERE WITH THE NORMAL OPERATIONS OF TRAFFIC, PARTICULARLY EMERGENCY VEHICLES AND EQUIPMENT. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY ON THE PROJECT SITE.

A LIST OF ALL EQUIPMENT EXPECTED TO BE USED ON THE PROJECT IS TO BE PROVIDED WITH THE CONTRACTOR'S BID. ANY CHANGE TO

THE EQUIPMENT LIST MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL. THE LIST SHALL INCLUDE THE HEIGHT AND

INTENDED USE OF THE EQUIPMENT. THE CONTRACTOR SHALL DESIGNATE A SPECIFIC PERSON AS A 24-HOUR CONTACT TO ADDRESS

SAFETY ISSUES THAT MAY ARISE FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL DESIGNATE AT LEAST TWO PERSONS

TO BE TRAINED BY SELFRIDGE AIRFIELD MANAGEMENT TO BE FLIGHT LINE CERTIFIED. CERTIFICATION SHALL BE OBTAINED AS SOON AS

POSSIBLE UPON AWARD OF THE CONTRACT, COORDINATED WITH THE CONTRACTING OFFICER.

THE CONTRACTOR SHALL USE ONLY ESTABLISHED HAUL ROUTES. WHEN MATERIALS ARE TRANSPORTED IN PROSECUTION OF THE

WORK, VEHICLES SHALL NOT BE LOADED BEYOND THE LOADING LIMIT ESTABLISHED BY FEDERAL, STATE OR LOCAL LAW OR

REGULATION. WHEN IT IS NECESSARY TO CROSS CURBING OR SIDEWALKS, PROTECTION AGAINST DAMAGE SHALL BE PROVIDED BY THE

CONTRACTOR.

THE CONTRACTOR SHALL PROVIDE FOR THE FREE AND UNOBSTRUCTED MOVEMENT OF AIRCRAFT IN THE AIR OPERATIONS AREAS OF

THE BASE AT THE DIRECTION OF THE CONTRACTING OFFICER WITH RESPECT TO OWN OPERATIONS AND THE OPERATIONS OF ALL TIER

SUBCONTRACTOR(S).

THE CONTRACTOR SHALL PROVIDE FOR THE UNINTERRUPTED OPERATION OF VISUAL AND ELECTRONIC SIGNALS (INCLUDING POWER

SUPPLIES THERETO) USED IN THE GUIDANCE OF AIRCRAFT WHILE OPERATING TO, FROM, AND UPON THE AIRFIELD OR BASE.

CONTRACTOR SHALL NOT PARK OR STORE VEHICLES IN AREAS THAT MAY BLOCK OR INTERRUPT SIGNALS AND SHALL COORDINATE

WITH THE AIRFIELD MANAGER TO IDENTIFY THESE LOCATIONS.

WITH RESPECT TO THE CONTRACTOR'S OPERATIONS, AND THOSE OF ALL TIER SUBCONTRACTORS, THE CONTRACTOR SHALL PROVIDE

MARKING, LIGHTING, AND OTHER ACCEPTABLE MEANS OF IDENTIFYING PERSONNEL, EQUIPMENT, VEHICLES, STORAGE AREAS, AND ANY

WORK OR CONDITION THAT MAY BE HAZARDOUS TO THE OPERATION OF AIRCRAFT, FIRE-RESCUE EQUIPMENT, OR MAINTENANCE

VEHICLES AT THE BASE.

THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN WEIGHTED BARRICADES, WARNING SIGNS, AND OTHER TRAFFIC CONTROL

DEVICES AS REQUIRED TO MAINTAIN TRAFFIC AND INSURE THE SAFETY OF AIRCRAFT AND THE CONTRACTOR'S EQUIPMENT. UNLESS

OTHERWISE NOTED, BARRICADES AND WARNING SIGNS FOR HAZARDS IN THE AIR OPERATIONS AREA SHALL BE A MAXIMUM OF 18

INCHES HIGH. ALL BARRICADES ARE TO BE LIGHTED FOR THE DURATION OF THEIR USE. FOR VEHICULAR TRAFFIC, BARRICADES AND

WARNING SIGNS, LIGHTS AND OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN CONFORMITY WITH THE MANUAL OF UNIFORM

TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. THE CONTRACTOR SHALL MAKE OWN ESTIMATE OF ALL LABOR, MATERIALS, EQUIPMENT, AND COINCIDENTALS NECESSARY FOR PROVIDING THE MAINTENANCE OF AIRCRAFT AND VEHICULAR TRAFFIC. BARRIER

CONFIGURATION AND MATERIALS ARE SUBJECT TO APPROVAL OF THE CONTRACTING OFFICER AND BASE AIRFIELD OPERATIONS.

CONSTRUCTION EQUIPMENT IS TO BE PARKED IN DESIGNATED AREAS OVERNIGHT. NO EQUIPMENT SHALL BE LEFT UNATTENDED ON

TAXIWAYS OR OTHER LOCATIONS NOT SPECIFICALLY DESIGNATED.

CONTRACTOR SHALL MAN AIRFIELD GATE ANYTIME IT IS OPENED FOR ACCESS OR DELIVERIES.

CONTRACTOR CAN INTERLOCK THEIR OWN COMBINATION LOCK ON THE AIRFIELD GATE DURING DAILY OPERATIONS. THIS LOCK MUST

BE REMOVED AFTER WORK HOURS. TO GAIN INITIAL ACCESS THE CONTRACTOR WILL OBTAIN AN AIRFIELD FENCE KEY FROM 127TH

SECURITY FORCES AT BLDG. 160 TO UNLOCK THE GOVERNMENT LOCK AND PLACE THE CONTRACTOR COMBINATION LOCK. THIS KEY

WILL BE TURNED INTO BLDG. 160 AT THE END OF THE DAY. CONTRACTOR CAN GAIN ACCESS TO THE AIRFIELD BY OBTAINING KEY CODE

FOR THE KEYPAD ON THE AIRFIELD ENTRANCE GATE SHOWN ON THE HAUL ROUTE.

8. SPECIAL CONDITIONS

ANY CONTRACTOR'S EQUIPMENT THAT CAUSES OR GENERATES ELECTROMAGNETIC DISTURBANCES OR INTERFERENCE SHALL BE

REMOVED FROM SERVICE UNTIL PROPERLY REPAIRED. THE CONTRACTING OFFICER MAY ALSO REQUIRE REPOSITIONING OR REMOVAL

OF THE EQUIPMENT FROM THE BASE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK WITH BASE COMMUNICATIONS PERSONNEL WHO MAY BE

WORKING IN THE AREA, AND TO MAKE THEM AWARE OF PROPOSED WORK THAT MAY AFFECT THE WORK OF THEIR PARTICULAR TRADE, IN THE PROCESS OF PERFORMANCE. ALL OPERATIONS SHALL BE COORDINATED WITH OTHER WORK AT THE BASE AT THE START OF

CONSTRUCTION.

THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL CODES APPLICABLE TO THE WORK BEING

PERFORMED.

9. SITE CLEAN UP

CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION SITE IN AS CLEAN AND ORDERLY CONDITION AS POSSIBLE. ALL ROADWAYS, RUNWAY, TAXIWAYS AND RAMP AREAS USED BY THE CONTRACTOR SHALL BE SWEPT OR VACUUMED AS NEEDED OR AS DIRECTED BY

THE CONTRACTING OFFICER.

10. SOIL EROSION CONTROL PERMIT

CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE SESC PERMIT FROM MACOMB COUNTY AND PAYING ALL APPLICABLE FEES. IT IS

THE CONTRACTOR'S RESPONSIBILITY TO INSTITUTE AND MAINTAIN THE SOIL EROSION AND SEDIMENTATION CONTROL PLAN ACCORDING

TO THE PROCEDURES AUTHORIZED BY THE SOIL EROSION AND SEDIMENTATION CONTROL PERMIT.

MACOMB CO. OFFICE OF PUBLIC WORKS COMMISSIONER

21777 DUNHAM RD., CLINTON TOWNSHIP, MI 48036

P: (586) 469-5325, F: (586) 469-5933

11. SOIL WASTE AREA N/A

12. AIRFIELD SEEDING

ALL AREAS DISTURBED IN EXECUTION OF THIS CONTRACT ARE TO BE COVERED WITH NEW 4" LAYER OF TOP SOIL AND SEEDED WITH AN

ENDOPHYTE-FESCUE SEED VARIETY WITH A DOCUMENTED 90% ENDOPHYTE INFECTION RATE. THE SEED MIXTURE SHALL BE APPROVED

BY THE CONTRACTING OFFICER PRIOR TO USE. CONTRACTOR RESPONSIBLE FOR MAINTENANCE AND ACCEPTANCE OF SEEDED AREAS.

ELECTRICAL GENERAL NOTES:

1. THE ELECTRICAL WORK ASSOCIATED WITH THE PROJECT IS TO FURNISH AND INSTALL TAXIWAY EDGE LIGHTING AND COMPONENTS

COMPLETE IN ACCORDANCE WITH PLANS, SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS.

· AIRFIELD LIGHTING CIRCUIT CABLE

1/C#8, 5KV, FAA L-824

#6 AWG (GREEN JACKETED) GROUND WIRE

2. INSTALLATION AS A MINIMUM SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) AND THE NATIONAL

ELECTRICAL SAFETY CODE (NESC), (MOST RECENT EDITIONS).

3. ALL CLEARANCES SHALL BE MAINTAINED PER NEC, NESC AND UL. ALL PARTS, DEVICES, EQUIPMENT, ETC. WHICH REQUIRE

MAINTENANCE, ADJUSTMENT, OPERATION OR EXAMINATION DURING NORMAL OPERATION SHALL BE ARRANGED SO AS TO BE

ACCESSIBLE BY THE PROVISION OF ADEQUATE WORKING SPACES, WORKING FACILITIES AND CLEARANCES. UNLESS NOTED OTHERWISE

ALL CLEARANCES ARE MEASURED FROM SURFACE TO SURFACE.

4. ALL DIMENSIONS INDICATED IN THESE DOCUMENTS ARE FOR REFERENCE AND COORDINATION PURPOSES ONLY. THE CONTRACTOR IS

RESPONSIBLE FOR VERIFYING ALL DIMENSIONS IN THE FIELD.

5. THE CONTRACTOR SHALL COORDINATE WITH OTHER TRADES FOR THE ACTUAL EQUIPMENT TO BE INSTALLED AND SHALL SECURE

DIMENSIONAL DATA THAT WILL ASSIST IN DETERMINING ADEQUATE SPACE REQUIREMENTS FOR INSTALLING ALL ELECTRICAL

EQUIPMENT, LUMINAIRES, DEVICES, ROUGH-IN REQUIREMENTS, ETC. ADJUST ACTUAL LOCATION OF ELECTRICAL PROVISIONS

ACCORDINGLY. ADVISE ALL TRADES CONCERNING INSTALLATION OF PIPING, DEVICES, ETC., ABOVE ELECTRICAL EQUIPMENT AND

MAINTAIN ADEQUATE CLEARANCES IN ACCORDANCE WITH THE NEC AND REQUIREMENTS OF THIS CONTRACT. NAMEPLATE DATA OR

MANUFACTURER'S WRITTEN DATA OF ACTUAL EQUIPMENT INSTALLED SHALL BE USED TO DETERMINE EXACT UNIT OR DEVICE

PROTECTION, CONDUCTOR TERMINATION REQUIREMENTS, ETC.

6. CONDUIT SYSTEMS IN GENERAL SHALL BE:

· ALL UNDERGROUND CONDUIT SHALL BE EPC-40 PVC CONFORMING TO NEMA TC2 (CONDUIT) AND TC3 (FITTINGS).

· TRANSITION OF UNDERGROUND CONDUITS SWEEPING UP ABOVE GRADE TO BE RIGID GALVANIZED STEEL CONDUIT.

· ALL EXPOSED FEEDER AND CONTROL CONDUITS TO BE GALVANIZED RIGID STEEL CONDUIT

JOINED AND TERMINATED WITH THREADED TYPE STEEL FITTINGS.

· ALL EMPTY/SPARE CONDUITS SHALL BE PROVIDED WITH PULL WIRE, COPPER-CLAD STEEL WITH MINIMUM 200 LBS TENSILE STRENGTH.

· PVC CONDUIT SHALL NOT BE USED FOR ANY EXPOSED APPLICATION.

7. LABEL IN PERMANENT BLACK MARKER ON THE COVERPLATE OF ALL POWER AND LIGHTING JUNCTION BOXES AND PULL BOXES THE

PANELBOARD AND BRANCH CIRCUIT NUMBERS THAT ARE ROUTED THROUGH THE BOX.

8. ALL WIRING TO BE COPPER. NO ALUMINUM WIRING WILL BE ACCEPTED.

9. BEFORE STARTING WORK ON ELECTRICAL ITEMS, PREPARE AND SUBMIT TO THE CONTRACTING OFFICER A SCHEDULE OF OPERATIONS

OUTLINING THE PROPOSED ORDER OF WORK GIVING THE DATES OF EXECUTION AND ESTIMATED TIME REQUIRED FOR THE COMPLETION

OF EACH STEP. ALL OTHER AIRFIELD LIGHTING SYSTEMS NOT NOTED FOR SHUTDOWN MUST BE MAINTAINED OPERATIONAL.

10. AFTER THE SCHEDULE HAS BEEN DEVISED AND APPROVED BY THE CONTRACTING OFFICER, REQUESTS FOR DEVIATIONS FROM THE

SCHEDULE MUST BE SUBMITTED IN WRITING FOR THE CONTRACTING OFFICER'S APPROVAL.

11. EXISTING LIGHT FIXTURES, ISOLATION TRANSFORMERS, AND ALL OTHER MATERIAL REMOVED DURING MODIFICATION OF THE TAXIWAY

LIGHTING SHALL BE DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE AT AN APPROVED DISPOSAL FACILITY OFF OF

THE BASE PROPERTY.

12. AIRFIELD LIGHTING CIRCUITS ARE TO BE MARKED AND IDENTIFIED AT ALL POINTS ACCESSIBLE TO THESE CIRCUITS. LOCATIONS WHERE

THIS IS MANDATORY ARE MANHOLES AND HANDHOLES, AND CONNECTION TO THE FIRST LIGHT FIXTURE. THE MARKING SHALL BE

PERMANENT AND OF MATERIAL WHICH WILL NOT DETERIORATE DURING THE LIFE OF THE CABLE. MARKERS TO BE PERMANENTLY

ATTACHED TO THE CABLE AND SHOULD NOT DAMAGE THE CABLE.

13. LOCATION SHOWN FOR EXISTING CABLES/DUCT IS APPROXIMATE. CONTRACTOR TO EXERCISE CAUTION AND USE HAND EXCAVATION FOR

ANY EXCAVATION IN THE VICINITY OF EXISTING UTILITIES. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR

AT NO ADDITIONAL COST TO THE CONTRACT. DISTURBED AREAS BEYOND THE PAVEMENT LIMITS SHALL BE RESTORED AS DETAILED ON

THE GRADING PLANS.

14. TRENCHES ARE NOT TO BE LEFT OPEN WHEN AN AIRFIELD LIGHTING CIRCUIT IS OPERATIONAL. CONDUCTOR ENDS ARE NOT TO REMAIN

EXPOSED TO THE WEATHER.

15. EXISTING AIRFIELD LIGHTING SYSTEM TO BE KEPT IN OPERATION DURING THE CONSTRUCTION UNLESS OTHERWISE SPECIFIED OR PRIOR

APPROVAL HAS BEEN OBTAINED. THIS INCLUDES ALL RUNWAY, TAXIWAY AND NAVAID LIGHTING ON ACTIVE PORTIONS OF THE AIRFIELD.

PROVIDE A PLAN FOR APPROVAL PRIOR TO INTERRUPTING ANY CIRCUIT FOR TEMPORARY SPLICES OF PRIMARY CABLE TO MAINTAIN

CIRCUIT CONTINUITY.

16. DIRECT BURIED CABLES ENCOUNTERED DURING CONSTRUCTION THAT ARE VERIFIED AS NOT ABANDONED IN PLACE SHALL BE PLACED IN

SPLIT DUCT OF APPROPRIATE SIZE AND CONCRETE ENCASED OVER THE LIMITS OF CONSTRUCTION. CONTRACTOR TO TAKE ALL

REASONABLE MEASURES TO AVOID HAVING TO CUT AND SPLICE DIRECT BURIED CABLES. NOTE LOCATIONS WHERE SPLIT DUCTS ARE

INSTALLED ON THE AS-BUILT DRAWINGS.

17. ALL EQUIPMENT AND MATERIALS TO BE NEW UNLESS OTHERWISE INDICATED. ALL AIRFIELD LIGHTING EQUIPMENT IS TO BE APPROVED

ACCORDING TO THE LATEST EDITION OF FAA AC 150/5345-53 "AIRPORT LIGHTING EQUIPMENT CERTIFICATION PROGRAM".

SOIL MANAGEMENT NOTES:

1 . THE CONTAMINATED SOIL AT THIS LOCATION CONTAINS STATE REGULATED MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY SOIL MEDIA

RELOCATION RESTRICTIONS; THEREFORE, PROPER SOIL MANAGEMENT AND COORDINATION WITH THE ENVIRONMENTAL MANAGEMENT OFFICE

AT THIS LOCATION IS REQUIRED. SOIL FROM THIS LOCATION SHALL BE PROPERLY DISPOSED TO A LICENSED LANDFILL IF REMOVED FROM THE

SITE (INCLUDING SOIL CHARACTERIZATION ANALYTICAL TESTING AND ENVIRONMENTAL OFFICE ANALYTICAL RESULTS REVIEW) OR SOIL MAY

REMAIN WITHIN THE AREA OF CONCERN DELINEATED BOUNDARIES, COVERED WITH TOPSOIL, AND SITE VEGETATION RESTORATION (MULCH

MATTING AND SEEDING) MUST OCCUR, AS SOIL DISTURBED AREAS."

2 THIS RISK OF THE SITE CONTAINING EOD CONSTITUENTS AND CONTAMINATED SOIL EXISTS AND ACTIVE REMEDIATION INVESTIGATION IS

ON-GOING; THEREFORE, THIS LOCATION CONTAINS STATE REGULATED MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY SOIL MEDIA

RELOCATION RESTRICTIONS; THEREFORE, PROPER SOIL MANAGEMENT AND COORDINATION WITH THE ENVIRONMENTAL MANAGEMENT OFFICE

AT THIS LOCATION IS REQUIRED. SOIL FROM THIS LOCATION SHALL BE PROPERLY DISPOSED TO A LICENSED LANDFILL IF REMOVED FROM THE

SITE (INCLUDING SOIL CHARACTERIZATION ANALYTICAL TESTING AND ENVIRONMENTAL OFFICE ANALYTICAL RESULTS REVIEW) OR SOIL MAY

REMAIN WITHIN THE AREA OF CONCERN DELINEATED BOUNDARIES, COVERED WITH TOPSOIL, AND SITE VEGETATION RESTORATION (MULCH

MATTING AND SEEDING) MUST OCCUR, AS SOIL DISTURBED AREAS.

3. GROUNDWATER CONTAMINATION EXISTS AT BOTH LOCATIONS, BUT CONTACT WITH GROUNDWATER FOR THE SOW DESCRIBED IS NEGLIGIBLE.

ANY GROUNDWATER FROM THESE SITES THAT CANNOT BE RETURNED TO THEIR RESPECTIVE SITE SHALL, AT NO ADDITIONAL COST TO THE

GOVERNMENT, BE CONTAINERIZED, TESTED AND THEN LEGALLY DISPOSED OF OFF BASE BY THE CONTRACTOR. SUBMIT A COPY OF ALL TEST

REPORTS AND DISPOSITION INFORMATION TO THE SELFRIDGE ANG BASE ENVIRONMENTAL MANAGEMENT OFFICE.

SOIL EROSION AND SEDIMENTATION CONTROL NOTES:

1. ALL EROSION AND SEDIMENTATION CONTROL WORK SHALL CONFORM TO STANDARDS AND SPECIFICATIONS OF THE MACOMB COUNTY

OFFICE OF PUBLIC WORK, SOIL EROSION AND SEDIMENT CONTROL OFFICE IN ACCORDANCE WITH PART 91, SOIL EROSION AND

SEDIMENT CONTROL, OF THE NATURAL RESOURCE AND ENVIRONMENTAL PROTECTION ACT, 1994 PA 451, AS AMENDED, AND THE

MACOMB COUNTY SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE, ADOPTED 16 AUGUST 2007, BY RESOLUTION OF THE

MACOMB COUNTY BOARD OF COMMISSIONERS.

2. ALL APPLICABLE SESC MEASURES (TEMPORARY AND PERMANENT) WILL BE INSTALLED PRIOR TO OR IN CONJUNCTION WITH THE START

OF CONSTRUCTION AND WILL REMAIN IN EFFECT UNTIL AREAS ARE STABILIZED.

3. ALL VEHICLE DRIVERS WILL BE INSTRUCTED TO CLEAN SOIL/MATERIALS FROM TIRES WHEN LEAVING THE SITE PRIOR TO ENTERING

ROADS.

4. INSPECTION SHALL BE MADE AS SPECIFIED ON THE PLANS TO DETERMINE THE EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL

WORK, AND ANY NECESSARY REPAIRS SHALL BE MADE WITHOUT DELAY.

5. EROSION AND 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 MAN-MADE AND NATURAL OPEN DITCHES, STREAMS, STORM WATER

DRAINS, LAKES AND PONDS, AND WETLANDS.

6. THE CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED AND AS DIRECTED ON

THESE PLANS. TEMPORARY MEASURES WILL BE REMOVED AS SOON AS PERMANENT STABILIZATION OF SLOPES, DITCHES, AND OTHER

EARTH CHANGES HAVE BEEN ACCOMPLISHED.

7. DUST CONTROL MEASURES WILL INCLUDE WETTING OF UN-ESTABLISHED SOILS, AS NECESSARY.

8. AN ESTABLISHED VEGETATIVE BUFFER STRIPS WILL BE MAINTAINED AROUND THE PERIMETER OF THE DISTURBED AREA AT ALL TIMES

TO NATURALLY FILTER AS MUCH SEDIMENT AS POSSIBLE. AREAS AROUND WETLANDS WILL REQUIRE A 100-150 FOOT BUFFER STRIP OR

ADDITIONAL TEMPORARY CONTROL MEASURES, AS REQUIRED.

9. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR ANY DISTURBED LAND AREA SHALL BE

COMPLETED WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING. WHEN IT IS NOT POSSIBLE TO PERMANENTLY STABILIZE A DISTURBED

AREA AFTER AN EARTH CHANGE HAS BEEN COMPLETED OR WHERE SIGNIFICANT EARTH CHANGE ACTIVITY CEASES, TEMPORARY SOIL

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

MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IMPLEMENTED.

10. WHENEVER THE COMPLETION DATE FALLS DURING A DORMANT SEASON, ADDITIONAL CONTROLS MAY BE NECESSARY. WITHIN 5 DAYS

AFTER THE BEGINNING OF THE NEXT GROWING SEASON, GRASS WILL BE PLANTED.

11. BEST MANAGEMENT PRACTICES (BMPs) IN ACCORDANCE WITH THE CONSTRUCTION STORM WATER OPERATOR/SOIL EROSION AND

SEDIMENT CONTROL TRAINING MANUAL AND MICHIGAN BMP MANUAL.

PROJECT NUMBER:

COPYRIGHT © 2017

DATE ISSUE

26913 NORTHWESTERN HWY

SUITE 200

SOUTHFIELD, MICHIGAN

48033 | USA

(T) 248 262 1500

WWW.HED.DESIGN

2017-02893-000

Selfridge Air

National Guard

Base

Design and Repair of Bravo, Hotel, and Joliet Taxiways

Harrison Township, MI 48045

SANG Project No.: 162040

KEYPLANN

10-20-17 35% Preliminary Design

RANGE

DRIVING

W

W

W

W

6+00

8+00 6+00 4+00 2+0010+00

TAXIWAY "B"

TAXIWAY "B"

AREA-1

TAXIWAY "B"

AREA-2

02-26-18 95% Preliminary Design

05-11-18 Pre-Construction Progress

07-13-18 100% Design

C-102

PAVEMENT DETAILS

EXISTING CONCRETE PAVEMENT - NOTE CONCRETE OVERLAY

ENCOUNTERED NORTH OF STATION 57+00

EXISTING OVERLAY REFER TO CORE LOG

EXISTING CROSS SECTION (TYPICAL) - A1-A2

2"

NO SCALE

REFLECTIVE CRACK MEMBRANE BETWEEN STATIONS 56+00 AND 85+00

ALONG THE LONGITUDINAL CONCRETE JOINTS (APPROX. 25 FEET FROM EACH PAVEMENT EDGE)

TACK COAT

EXISTING TAXIWAY J AND H

PROPOSED 4 INCH OVERLAY

TACK COAT EXPOSED CONCRETE SURFACE AND

BETWEEN EACH LAYER OF ASPHALT.

EXIST. 2.5" ASPHALT OVERLAY

EXISTING 2" BUTT JOINT

NO SCALE

DETAIL 'B' AND 'B1'

CONCRETE

PATCH EX.CONCRETE

EXIST. 2" ASPHALT OVERLAY

MILL EXIST. 2"

ASPHALT OVERLAY

EXISTING TAXIWAY B

EXISTING TAXIWAY B AND WEST APRON

PROPOSED 4 INCH OVERLAY (TWO LIFTS)

TACK COAT EXPOSED CONCRETE SURFACE AND

BETWEEN EACH LAYER OF ASPHALT.

2" BUTT JOINT

NO SCALE

DETAIL 'A AND A1'

PATCH EX.CONCRETE

CONCRETE

MILLING

TRANSITION

DET-A

DET-C

B2

B1

PROSPOSED SECTION B1-B2 - TYPICAL OVERLAY

PROPOSED 4" OVERLAY (TWO LIFTS)

TACK COAT EXPOSED CONCRETE SURFACE AND

BETWEEN EACH LAYER OF ASPHALT.

MILL EX. ASPHALT.

MAXIMUM 1" MILLING

AGGREGATE SIZE.

PATCH EXPOSED

CONCRETE.

TAXIWAY LIGHTS (TYPICAL)

EXISTING GROUND

NO SCALE

EXISTING TAXIWAY B PAVEMENT

PROPOSED 4 INCH OVERLAY (TWO LIFTS)

TACK COAT EXPOSED CONCRETE SURFACE AND

BETWEEN EACH LAYER OF ASPHALT.

EXISTING TAXIWAY

"E"

DETAIL 'C AND C1'

NO SCALE

4" DEEP BUTT JOINT

DET-E

1.5%

1.5%

PROPOSED 4 INCH (TWO LIFT OVERLAY)

OFFSET JOINTS BETWEEN LAYERS MINIMUM

1.5 FEET.

CUT BACK EACH PAVING LANE MINIMUM 3

INCHES PRIOR TO INSTALLING ADJACENT LANE.

TACK COAT EXPOSED EDGE

LONGITUDINAL JOINT

NO SCALE

DET-F

CUT BACK EACH LANE (TYP.)

CUT BACK EACH LANE (TYP.)

MIN. 6" MDOT CLASS II

MORTAR BED

PRECAST LOWHEAD CATCHBASIN -

1/2'' CEMENT MORTAR

PCC PRECAST TOP

ST

EP

PRECAST PCC

NOT TO SCALE

VERTICAL BRICK STACK

INVERT ELEVATION

MATCH EXISTING

#4 BARS SPACED AT 12"

O.C. EACH WAY

PIPE

PRECAST TOP

(3) HANDLING HOLES

2" DIA. AT 120°

SPACING

#5 BAR FOR MAXIMUM

SPACING SEE CHART

(BOTTOM EACH WAY)

PRECAST CONCRETE FOOTING

EXCEPT 4'-0" DIAMETER

#5 BARS PLACE ON TOP OF

BOTTOM BARS

FRAME AND COVER

PER PLAN

#5 BARS PLACE ON TOP OF

BOTTOM BARS

#5 BAR 2'-10" LONG

IN BOTTOM

(2) ADDITIONAL #5 BARS IN THE

BOTTOM CENTERED BETWEEN

THE BOTTOM BARS(1) ADDITIONAL #5 BAR IN THE

BOTTOM CENTERED BETWEEN

THE FIRST AND SECOND BAR NEXT

TO HOLE

(1) ADDITIONAL #5 BAR IN THE

BOTTOM CENTERED BETWEEN

THE FIRST AND SECOND BAR NEXT

TO HOLE

NOTE:

STRUCTURE SHALL CONFORM WITH

MDOT R-1-E UNLESS NOTED

OTHERWISE.

DET-I

NOTE:

1. MARKINGS LOCATED ON CENTER OF

PAVEMENTS.

3. 50' FROM EDGE OF ACTIVE PAVEMENTS

X PAINT MARKING

NOT TO SCALE

DET-H

PAINT 6" TAXI LINE

YELLOW RETROREFLECTIVE

PAINT 6" SOLID

BLACK BORDER

PAINT 6" TAXI LINE

YELLOW RETROREFLECTIVE

TAXIWAY CENTER MARKING

DET-G

AA

PLAN VIEW

SECTION A-A

NOT TO SCALE

CONCRETE SPILLWAY - DETAIL

4'-0" R4'-0" R

PLANE OF WEAKNESS JOINT AT 5'

SPACING (TYP.)

EDGE OF PAVEMENT

4"x4" W2.9xW2.9

WIRE MESH

LEVEL

GEOTEXTILE LINER

MIN. 5" CONCRETE

MIN. 7" CRUSHED STONE

SPILLWAY TO RECIEVE TRANSVERSE

COARSE _ FINISH

DET-J

PROJECT NUMBER:

COPYRIGHT © 2017

DATE ISSUE

26913 NORTHWESTERN HWY

SUITE 200

SOUTHFIELD, MICHIGAN

48033 | USA

(T) 248 262 1500

WWW.HED.DESIGN

2017-02893-000

Selfridge Air

National Guard

Base

Design and Repair of Bravo, Hotel, and Joliet Taxiways

Harrison Township, MI 48045

SANG Project No.: 162040

KEYPLANN

10-20-17 35% Preliminary Design

RANGE

DRIVING

W

W

W

W

6+00

8+00 6+00 4+00 2+0010+00

TAXIWAY "B"

TAXIWAY "B"

AREA-1

TAXIWAY "B"

AREA-2

02-26-18 95% Preliminary Design

05-11-18 Pre-Construction Progress

07-13-18 100% Design

C-200

EXISTING CONDITIONS -

UTILITY PLAN

TAXIWAY "H" & TAXIWAY "B" AREA 2

TAXIWAY "J" & TAXIWAY "B" AREA 1

THE LOCATIONS AND ELEVATIONS OF EXISTING

UNDERGROUND UTILITIES AS SHOWN ON THIS DRAWING

ARE ONLY APPROXIMATE. NO GUARANTEE IS EITHER

EXPRESSED OR IMPLIED AS TO THE COMPLETENESS OR

ACCURACY THEREOF. THE CONTRACTOR SHALL BE

EXCLUSIVELY RESPONSIBLE FOR DETERMINING THE EXACT

UTILITY LOCATIONS AND ELEVATIONS PRIOR TO THE

START OF CONSTRUCTION.

WARNING!!

V A

U L T

V A

U L T

V A

U L T

V A

U L T

V A

U L T

V A

U L T

S B

V A

U L T

V A

U L T

V A

U L T

V A

U L T

D

V A

U L T

BM 'A'

ELEV. = 579.37 NAVD88

CHISELED SQ. AT NW CORNER

OF CONC. PAD FOR LIGHT

BM 'B'

ELEV. = 580.71' NAVD88

CHISELED SQ., NW SIDE

OF CONC. PAD FOR LIGHT

S B

S B

S B

S B

S B

S B

S B

S B

S B

S E K A R B

HOT

BASE BID: REMOVE

EXISTING CONCRETE PAVEMENT AS SHOWN. REMOVE

LIGHT BASES, CONDUIT, CONCRETE DUCT

BANK AND WIRE. BACKFILL AND RESTORE WITH MIN. 4 INCHES

OF TOPSOIL AND SEED. REFER TO SHEET E-002

NOTE: SAWCUT CLEAN EDGE

EX. BUTT JOINT

DETAIL C-102-C

TAPER MILL 10'

INTO EXISTING DRIVEWAY

TAPER MILL 10'

INTO EXISTING DRIVEWAY

REMOVE AND REPLACE EXISTING

CATCHBASIN. ADJUST RIM TO BE FLUSH

WITH NEW OVERLAY. PROVIDE CONCRETE

SPILLWAY FROM TAXIWAY B.

EX. BUTT JOINT

DETAIL C-102-B

S E

E

T

A X

I W

Y

A R

A

U L T

V A

U L T

V A

U L T

V A

U L T

V A

U L T

V A

U L T

V A

U L T

S B

V A

U L T

V A

U L T

V A

U L T

BM 'C'

ELEV. = 579.89' NAVD88

CHISELED SQ., EAST SIDE

OF CONC. PAD FOR LIGHT

N: 409348.2237

E: 13534016.3900

Z: 579.89

S B

S B

S B

S B

S B

S B

S B

S B

S B

S B

S B

HOT

U GN

I N

S T

EX. BUTT JOINT

DETAIL C-102-A

EX. BUTT JOINT

DETAIL C-102-A

TAPER MILL 10'

INTO EXISTING DRIVEWAY

TAPER MILL 10'

INTO EXISTING DRIVEWAY

TAPER MILL 10'

INTO EXISTING DRIVEWAY

NOTE: EX. REFLECTIVE CRACK TAPE +

OVER EX. CONCRETE JOINTS FROM STA 58+30

TO EOP

EX. BUTT JOINT

DETAIL C-102-B

EX. BUTT JOINT

DETAIL C-102-A

SHEET NO:

SHEET TITLE:

PROJECT NUMBER:

COPYRIGHT © 2017

DATE ISSUE

26913 NORTHWESTERN HWY

SUITE 200

SOUTHFIELD, MICHIGAN

48033 | USA

(T) 248 262 1500

WWW.HED.DESIGN

2017-02893-000

Selfridge Air

National Guard

Base

Design and Repair of Bravo, Hotel, and Joliet Taxiways

Harrison Township, MI 48045

SANG Project No.: 162040

KEYPLANN

10-20-17 35% Preliminary Design

RANGE

DRIVING

W

W

W

W

6+00

8+00 6+00 4+00 2+0010+00

TAXIWAY "B"

TAXIWAY "B"

AREA-1

TAXIWAY "B"

AREA-2

02-26-18 95% Preliminary Design

05-11-18 Pre-Construction Progress

07-13-18 100% Design

C-201

PAVEMENT REMOVAL PLAN -

SOIL EROSION CONTROL

REMOVAL QUANTITIES

MILLED ASPHALT CONCRETE

PAVEMENT

89,500 SY

TAPER MILL TO MEET CONCRETE

PAVEMENT

2,800 SY

REMOVE CONCRETE PAVEMENT

1,800 SY

REMOVE ELECTRICAL DUCT

BANKS

290 LF

REMOVAL LEGEND

PROFILE MILL EX. ASPHALT PAVEMENT TO EXPOSE EXISTING CONCRETE. TAPER

MILL MIN. 50 FEET WHERE ADJACENT TO TAXIWAYS AND WEST APRONS. TAPER

MILL MIN. 10 FEET AT DRIVEWAY APPROACHES. PATCH EX. CONCRETE.

SAWCUT AND REMOVE EXISTING CONCRETE

APPROXIMATE TAPER MILL AREA/CONCRETE MILLED AREA

1. SAWCUT CLEAN VERTICAL EDGE AT ALL REMOVAL LIMITS.

2. INSTALL INLET FILTERS AT ALL DRAINAGE STRUCTURES.

3. EXCAVATED SOILS SHALL BE UTILIZED TO BACKFILL AND ROUGH GRADE

BEYOND EDGE OF PAVEMENT.

4. EXCESS EXCAVATED SOILS SHALL BE DISPOSED ON SITE AT DIRECTION OF THE

BASE.

5. REFER TO SHEET C-102 FOR CROSS SECTIONS AND DETAILS.

DEMOLITION NOTES

A

U L T

V A

U L T

V A

U L T

V A

U L T

V A

U L T

V A

U L T

V A

U L T

V A

U L T

V A

U L T

V A

U L T

D

V A

U L T

BM 'A'

ELEV. = 579.37 NAVD88

CHISELED SQ. AT NW CORNER

OF CONC. PAD FOR LIGHT

BM 'B'

ELEV. = 580.71' NAVD88

CHISELED SQ., NW SIDE

OF CONC. PAD FOR LIGHT

S E K A R B

HOT

OVERLAY EX.

DRIVEWAY WITH ONE LIFT

TO MATCH NEW TAXIWAY

PAVEMENT ELEVATION

MATCH EX. ELEVATION OF DRIVEWAY

BUTT JOINT DETAIL

C-102 - H

OVERLAY EX.

DRIVEWAY WITH ONE LIFT

TO MATCH NEW TAXIWAY

PAVEMENT ELEVATION

MATCH EX. ELEVATION OF DRIVEWAY

INSTALL NEW CATCHBASIN FLUSH WITH

OVERLAY. INSTALL CONCRETE SPILLWAY.

PROPOSED BUTT JOINT DETAIL

C-102 - C1

RESTORE DISTURBED AREA

PROPOSED BUTT JOINT DETAIL

C-102 - B1

V A

U L T

V A

U L T

V A

U L T

V A

U L T

V A

U L T

V A

U L T

V A

U L T

V A

U L T

V A

U L T

V A

U L T

BM 'C'

ELEV. = 579.89' NAVD88

CHISELED SQ., EAST SIDE

OF CONC. PAD FOR LIGHT

N: 409348.2237

E: 13534016.3900

Z: 579.89

HOT

U GN

I N

S T

PROPOSED BUTT JOINT DETAIL

C-102 - A1

PROPOSED BUTT JOINT DETAIL

C-102 - A1

PROPOSED BUTT JOINT DETAIL

C-102 - B1

PROPOSED BUTT JOINT DETAIL

C-102 - A1

OVERLAY EX.

DRIVEWAY WITH ONE LIFT

TO MATCH NEW TAXIWAY

PAVEMENT ELEVATION

MATCH EX. ELEVATION OF

DRIVEWAY. EX TEND OVERLAY 20'

INTO THE DRIVEWAY.

SHEET NO:

SHEET TITLE:

PROJECT NUMBER:

COPYRIGHT © 2017

DATE ISSUE

26913 NORTHWESTERN HWY

SUITE 200

SOUTHFIELD, MICHIGAN

48033 | USA

(T) 248 262 1500

WWW.HED.DESIGN

2017-02893-000

Selfridge Air

National Guard

Base

Design and Repair of Bravo, Hotel, and Joliet Taxiways

Harrison Township, MI 48045

SANG Project No.: 162040

KEYPLANN

10-20-17 35% Preliminary Design

RANGE

DRIVING

W

W

W

W

6+00

8+00 6+00 4+00 2+0010+00

TAXIWAY "B"

TAXIWAY "B"

AREA-1

TAXIWAY "B"

AREA-2

02-26-18 95% Preliminary Design

05-11-18 Pre-Construction Progress

07-13-18 100% Design

C-300

INSTALLATION AND

GRADING PLAN

E

T

A X

I W

A

R E

A

INSTALLATION LEGEND

INSTALL PR. ASPHALT OVERLAY - REFER TO SHEET C-301 FOR

DETAILED GRADING AT BUTT JOINTS

INSTALL TOPSOIL AND SEED IN DISTURBED AREAS.

INSTALL CATCH BASIN

S E

E

T

A X

I W

A

R E

U L T

V A

U L T

V A

U L T

V A

U L T

V A

U L T

I N

S T

ME 581.20

ME 581.04

ME 580.96 ME 580.99

NOTE

TRANSITION BUTT

JOINT OVER 50 FEET.

NOTE

TRANSITION BUTT

JOINT OVER 50 FEET.

ME 581.14

ME 581.50

TA 581.45

TA 581.60

TA 581.65

TA 581.45

TA 581.90

TA 581.65

TA 581.75

TA 581.95

TA 581.75

TA 581.90

TA 582.15

TA 581.90

TA 581.95

TA 582.25

TA 582.00

TA 581.90

TA 582.25

TA 582.05

TA 581.95

TA 582.35

TA 582.05

TA 581.95

TA 582.35

TA 582.05

TA 582.00

TA 582.35

TA 582.10

TA 581.35

TA 581.45

TA 581.35

TA 581.35

TA 581.50

TA 581.15

TA 581.30

TA 581.15

V A

U L T

V A

U L T

V A

U L T

ME 579.81

ME 579.89

TA 580.40

TA 580.85

TA 580.45

TA 580.35

TA 580.95

TA 580.55

TA 580.55

TA 580.90

TA 580.60

TA 580.60

TA 581.00

TA 580.65

TA 580.55

TA 580.95

TA 580.55

TA 580.55

TA 580.95

TA 580.60

TA 580.45

TA 580.90

TA 580.60

TA 580.40

TA 580.80

TA 580.40

TA 580.25

TA 580.80

TA 580.45

NOTE

TRANSITION BUTT

JOINT OVER 60 FEET.

TA 580.15

TA 580.15

TA 580.25

TA 579.55

TA 579.75

TA 579.80

TA 579.45

TA 579.75

V A

U L T

V A

U L T

V A

U L T

V A

U L T

V A

U L T

D

V A

U L T

TA 579.75

TA 579.80

TA 580.05

TA 579.80

TA 579.75

TA 579.95

TA 579.75

TA 579.70

TA 580.00

TA 579.70

TA 579.70

TA 580.00

TA 579.70

TA 579.65

TA 580.00

TA 579.65

TA 579.60

TA 579.90

TA 579.70

TA 579.65

TA 579.90

TA 579.65

TA 579.60

TA 579.85

TA 579.65

TA 579.60

TA 579.90

TA 579.60

TA 579.70

TA 579.90

TA 579.60

TA 579.60

TA 579.95

TA 579.60

TA 579.45

TA 579.80

TA 578.85

TA 579.05

TA 579.00

TA 578.90

TA 578.70

TA 578.80

TA 578.50

TA 578.65

TA 578.50

TA 579.25

TA 578.90

ME 578.94

ME 579.03

ME 579.83

FG 579.45

FG 579.25

FG 579.80

V A

U L T

V A

U L T

V A

U L T

S E K A R B

HOT

ME 581.13

ME 580.98

NOTE

TRANSITION BUTT

JOINT OVER 50 FEET.

ME 581.07

ME 580.98

ME 581.16

TA 580.85

TA 580.80

TA 580.85

TA 580.40

TA 580.45

TA 580.45

TA 580.15

TA 580.40

TA 580.15

TA 580.15

TA 580.45

TA 580.20

TA 580.15

TA 580.45

TA 580.15

TA 580.35

TA 580.60

TA 580.35

TA 580.40

TA 580.65

TA 580.40

TA 580.35

TA 580.75

ME 581.04

TA 580.85

ME 578.74 ME 578.79

NOTE

TRANSITION BUTT

JOINT OVER 50 FEET.

TA 578.90

TA 578.90TA 579.15

ME 579.21

TA 578.85

TA 578.90TA 579.30

TA 578.80

TA 578.80TA 578.90

TA 578.85

TA 579.00TA 579.20

ME 578.79

ME 578.76

NOTE

TRANSITION BUTT

JOINT OVER 50 FEET.

ME 579.34

TA 578.90

TA 579.60 TA 578.85

TA 578.80

TA 579.05 TA 578.80

TA 578.75

TA 579.45 TA 578.75

TA 578.70

TA 579.20 TA 578.65

SHEET NO:

SHEET TITLE:

PROJECT NUMBER:

COPYRIGHT © 2017

DATE ISSUE

26913 NORTHWESTERN HWY

SUITE 200

SOUTHFIELD, MICHIGAN

48033 | USA

(T) 248 262 1500

WWW.HED.DESIGN

2017-02893-000

Selfridge Air

National Guard

Base

Design and Repair of Bravo, Hotel, and Joliet Taxiways

Harrison Township, MI 48045

SANG Project No.: 162040

KEYPLANN

10-20-17 35% Preliminary Design

RANGE

DRIVING

W

W

W

W

6+00

8+00 6+00 4+00 2+0010+00

TAXIWAY "B"

TAXIWAY "B"

AREA-1

TAXIWAY "B"

AREA-2

02-26-18 95% Preliminary Design

05-11-18 Pre-Construction Progress

07-13-18 100% Design

C-301

INSTALLATION AND

GRADING PLAN

TAXIWAY "B" AND WEST APRON

NORTH APPROACH GRADING

TAXIWAY "B" AND WEST APRON

SOUTH APPROACH GRADING

TAXIWAY "B" ABANDONED RUNWAY

GRADING

TAXIWAY "B" SOUTH END GRADING

TAXIWAY "J" AND APPROACH

GRADING

TAXIWAY "H" APPROACH GRADING

K A R B

HOT

INSTALL 6 INCH WIDE RETROREFLECTIVE

YELLOW CONTINUOUS CENTERLINE OF

TAXIWAY 'B'

INSTALL 6 INCH WIDE RETROREFLECTIVE

YELLOW CONTINUOUS CENTERLINE OF

TAXIWAY 'H'

R 97'

MAINTAIN 3' GAP BETWEEN NEW

TAXILINE & EXISTING HOLD MARKING

RESTRIPE X

RESTRIPE X. RELOCATE ON

PAVEMENT TO REMAIN

RESTRIPE X

HOT

U GN

I N

S T

INSTALL 6 INCH WIDE RETROREFLECTIVE

YELLOW CONTINUOUS CENTERLINE OF

TAXIWAY 'J'

INSTALL 6 INCH WIDE RETROREFLECTIVE

YELLOW CONTINUOUS CENTERLINE OF

TAXIWAY 'B'

R 178'

R 192'

R 173'

R 188'

R 152'

R 151'

MAINTAIN 3' GAP BETWEEN NEW

TAXILINE & EXISTING HOLD MARKING

SHEET NO:

SHEET TITLE:

PROJECT NUMBER:

COPYRIGHT © 2017

DATE ISSUE

26913 NORTHWESTERN HWY

SUITE 200

SOUTHFIELD, MICHIGAN

48033 | USA

(T) 248 262 1500

WWW.HED.DESIGN

2017-02893-000

Selfridge Air

National Guard

Base

Design and Repair of Bravo, Hotel, and Joliet Taxiways

Harrison Township, MI 48045

SANG Project No.: 162040

KEYPLANN

10-20-17 35% Preliminary Design

RANGE

DRIVING

W

W

W

W

6+00

8+00 6+00 4+00 2+0010+00

TAXIWAY "B"

TAXIWAY "B"

AREA-1

TAXIWAY "B"

AREA-2

02-26-18 95% Preliminary Design

05-11-18 Pre-Construction Progress

07-13-18 100% Design

C-400

PAVEMENT MARKING PLAN