SW7080223_HISTORICAL FILE_20210729

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW z4Q(%�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
0
YYYYMMDD

Dare CawlKyl ional /ihPP
Hangar Taxiways
SW7080ii1iz;
Dare county
CONSTRUCTION PLANS
HANGAR TAXIWAYS AND HANGARS -PHASE II
DARE COUNTY REGIONAL AIRPORT
MANTEO, NORTH CAROLINA
A TL A N T/ C
NAGS HEAD
2�
LOCATION MAP
NOT TO SCALE
ROANOKE
ROANOKE ISLAND
■ DARE COUNTY REGIONAL AIRPORT
CROA TAN SOUND
$ ROANOKE MARSHES
LIST OF DRAWINGS
SHEET NUMBER
TITLE OF DRAWING
DATE
1
TITLE SHEET
FEBRUARY 2008
2
PROJECT LAYOUT AND SAFETY PLAN
FEBRUARY 2008
3
EXISTING CONDITIONS AND REMOVAL PLAN
FEBRUARY 2008
4
LAYOUT AND PAVEMENT MARKING PLAN
FEBRUARY 2008
4A
TAXILANE PROFILES
FEBRUARY 2008
5
GRADING AND DRAINAGE PLAN
FEBRUARY 2008
6
_..?R".eGE . E�T ILS✓
FEBRUARY 2008
( A
FILTER STRIP DETAILS ^�
APRI 2008
7
ICAL SECTIONS AND PAVING DETAILS
FEBRUARY 2008
8
SEDIMENTATION AND EROSION CONTROL PLAN
FEBRUARY 2008
9
SEDIMENTATION AND EROSION CONTROL DETAILS
FEBRUARY 2008
10
BUILDING CODE SUMMARY
FEBRUARY 2008
11
14 UNIT T-HANGAR LAYOUT, ELEVATIONS, AND FOUNDATION PLAN
FEBRUARY 2008
12
HANGAR BUILDING DETAILS - SHEET 1 OF 2
FEBRUARY 2008
13
HANGAR BUILDING DETAILS - SHEET 2 OF 2
FEBRUARY 2008
E1
14 UNIT T-HANGAR ELECTRICAL LAYOUT
FEBRUARY 2008
E2
14 UNIT T-HANGAR PANEL SCHEDULE AND GENERAL NOTES
FEBRUARY 2008
E3
14 UNIT T-HANGAR ELECTRICAL DETAILS
FEBRUARY 2008
E4
14 UNIT T-HANGAR PANEL P1 SITE LAYOUT PLAN
FEBRUARY 2008
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Date
FEBRUARY 2008
Scale
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JMM
Project No.
2301-0701
Sheet No.
i

7
! ^S EXXTING STABILIZED
7: CONSTRUCTION ENTRANCE GAP
(TO -BE REMOVED UPON
COMPLETION OF PROJECT) = Ey�S /
� OPo • ��� �� NP�OP�
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119
/ /
_:' /
PROJECT LIMITS �
v
EXISTING COUN
PUBLIC WORKS
FACILITIES
LEGEND
CONTRACTOR'S ACCESS
• • • • • • • • •
LIGHTED BARRICADE
0-0 ♦ 0 ♦ 9 0- 6 0- 0
STAGING AREA
NEW PAVEMENT
'•'::•':•'::•':•':•':•':�•':'•':'_-.- ;-:-
EXISTING PAVEMENT
EXISTING FENCE
■
EXISTING PROPERTY LINE
— —
SEE PHASING
NOTE 1
0
STEADY BURNING RED —
LIGHT SECURELY MOUNTED
TO BARRICADE (TYP.)
P'5 -
Q\R� �NGN��R
EXISTING COUNTY
CORRECTIONAL FACILITY
`— 4" WIDE REFLECTIVE ORANGE TAPE AT 12" OC.
SET DIAGONAL TO BARRICADE TO CREATE
ALTERNATING ORANGE/WHITE STRIPES (TYP.)
12" WHITE PVC CONDUIT (CUT IN HALF)
LOW PROFILE AVIATION BARRICADE
NOT TO SCALE
CONTRACTOR'S
ACCESS ROUTE
AIRPORT ACCESS
GATE /
i
i
*0
AVIATION BARRICADE NOTES:
m
THE AIRPORT WILL NOT PROVIDE AVIATION TYPE BARRICADES. THE
CONTRACTOR IS RESPONSIBLE FOR PROVIDING AVIATION BARRICADES IN
SUFFICIENT QUANTITIES TO COMPLETE THE WORK OF THIS CONTRACT.
LOW PROFILE AVIATION BARRICADES SHALL BE CONSTRUCTED OF 12"
WHITE PVC PIPE (CUT IN HALF) OR OTHER MATERIAL APPROVED BY THE
ENGINEER. COLORS TO BE AVIATION ORANGE AND WHITE.
EXTEND BARRICADES ACROSS THE FULL WIDTH OF THE PAVEMENT,
PROVIDE HOLD DOWN AND LATERAL SUPPORT TO PREVENT
OVERTURNING FROM PROP WASH AND JET BLAST. BARRICADES TO BE
PLACED FULL WIDTH ACROSS CLOSED TAXIWAY SECTION.
PHASING NOTES:
1. CONTRACTOR SHALL COORDINATE CLOSELY WITH THE ENGINEER
AND AIRPORT MANAGEMENT TO MAINTAIN ACCESS TO THE EAST
TWO HANGARS IN THE EXISTING CORPORATE HANGAR.
AIRPORT SAFETY PLAN _REQUIREMENTS
THE INTENT OF THIS PLAN IS TO ESTABLISH CERTAIN SAFETY REQUIREMENTS RELATIVE TO AIRPORT
OPERATIONS THAT MUST BE ADHERED TO BY THE CONTRACTOR DURING CONSTRUCTION OF THIS PROJECT.
THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR ALL CONSTRUCTION SAFETY MATTERS. IT IS THE
INTENT THAT NO AIR OPERATIONS AREAS WILL BE CLOSED DURING THE DURATION OF THIS PROJECT. ALL
WORK WILL BE PERFORMED OUTSIDE OF THE RUNWAY AND TAXIWAY SAFETY AREA.
1.
THE CONTRACTOR SHALL NOT BEGIN WORK WITHIN ANY AIR OPERATIONS AREA OR CRITICAL
AREA
UNLESS AND UNTIL 48 HOURS PRIOR NOTICE HAS BEEN GIVEN TO THE ENGINEER AND THE
AIRPORT
MANAGEMENT.
2•
NO AIR OPERATIONS AREA SHALL BE CLOSED DURING THIS PROJECT.
3.
THE CONTRACTOR SHALL COORDINATE INGRESS -EGRESS. REQUIREMENTS WITH THE AIRPORT
MANAGEMENT AND RESIDENT PROJECT REPRESENTATIVE.
4•
THE CONTRACTOR SHALL ACCESS THE PROJECT SITE USING EXISTING ROADWAYS. ACCESS
TO THE
PROJECT AREA SHALL BE COORDINATED CLOSELY WITH THE ENGINEER AND AIRPORT MANAGEMENT.
5.
ALL CONSTRUCTION VEHICLES, INCLUDING PERSONAL CARS, MUST BE CLEARED FOR ACCESS
BY THE
AIRPORT MANAGEMENT AND RESIDENT PROJECT REPRESENTATIVE. PERSONAL CARS SHALL
BE PARKED
OUTSIDE OF SECURED AIRFIELD AREAS. ALL VEHICLES OPERATING IN ACTIVE AIR OPERATION
AREAS
SHALL BE LIGHTED OR FLAGGED IN ACCORDANCE WITH ADVISORY CIRCULAR 150/5370-2E.
COPIES OF
THE ADVISORY CIRCULAR WILL BE MADE AVAILABLE UPON REQUEST.
6.
THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL DESIGNATE A REPRESENTATIVE AND ALTERNATE
TO CONTACT ON A 24 HOUR IN CASE OF EMERGENCY.
7. EQUIPMENT SHALL BE RETURNED TO STAGING AREA EACH NIGHT UNLESS APPROVED OTHERWISE BY
AIRPORT MANAGEMENT.
8. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITIES WITHIN PROJECT WORK AREAS. THIS EFFORT SHALL INCLUDE COORDINATING WITH LOCAL
UTILITY CONTACTS. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITIES AND SHALL
BE RESPONSIBLE FOR THE IMMEDIATE RESOLUTION OF ANY UTILITY FACILITIES DAMAGED IN THE COURSE
OF CONTRACTOR'S OPERATIONS.
9. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS IN
REGARD TO CONSTRUCTION NOISE AND EROSION CONTROL DURING CONSTRUCTION.
10. THE CONTRACTOR SHALL CLEAN ALL CONSTRUCTION AREAS OF LITTER, LOOSE PAPERS, DEBRIS, ETC.
ON A DAILY BASIS, OR AS DIRECTED BY THE ENGINEER. ALL SPILLAGE ON PAVED AREAS SHALL BE
CLEANED UP IMMEDIATELY.
11. THE CONTRACTOR SHALL COORDINATE ALL ACCESS ROUTES TO ALL CONSTRUCTION AREAS WITH
RESIDENT PROJECT REPRESENTATIVE AND AIRPORT MANAGEMENT PRIOR TO BEGINNING WORK. THE
CONTRACTOR WILL NOT BE ALLOWED TO CROSS ACTIVE AIR AREAS.
12. THE CONTRACTOR SHALL KEEP ALL ACTIVE AIRFIELD PAVEMENTS CLEAR OF ALL DEBRIS, STONES, ETC.,
DURING CONSTRUCTION. ALL ACTIVE PAVEMENTS SHALL BE CLEANED OF CONSTRUCTION DEBRIS AND
SPILLAGE IMMEDIATELY. CONTRACTOR SHALL SWEEP ADJACENT APRON PAVEMENT DAILY A OR MORE
FREQUENTLY IF NECESSARY TO ENSURE NO DIRT OF DEBRIS IS ON THE PAVEMENT SURFACE.
13. MEN, EQUIPMENT OR OTHER CONSTRUCTION -RELATED MATERIAL WILL NOT BE PERMITTED CLOSER THAN
250 FEET FROM ACTIVE RUNWAY CENTERLINE AND 107 FEET FROM THE CENTERLINE OF ANY ACTIVE
TAXIWAY WITHOUT PRIOR PERMISSION FROM THE AIRPORT MANAGEMENT.
14. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT ANY EXISTING PAVEMENT THAT
CONSTRUCTION EQUIPMENT CROSSES. CONTRACTOR SHALL REPAIR ANY DAMAGE FROM HIS OPERATIONS
IN ACCORDANCE WITH THE SPECIFICATIONS.
15. CONTRACTOR WILL BE REQUIRED TAXIWAY 'D' TO ACCESS THE PROJECT AREA. THIS TAXIWAY WILL
REMAIN ACTIVE AT ALL TIMES DURING THE PROJECT. THE CONTRACTOR SHALL GIVE WAY TO AIRCRAFT
AT ALL TIMES. DURING HAULING OPERATIONS, CONTRACTOR SHALL HAVE PERSONNEL AT THE EDGE OF
THE TAXIWAY STOPPING TRUCK TRAFFIC TO ALLOW PASSAGE OF AIRCRAFT. CONTRACTOR SHALL BE
RESPONSIBLE FOR REPAIRING ANY DAMAGE TO TAXIWAY D CAUSED BY THEIR OPERATIONS.
16• INSPECTION - FREQUENT INSPECTIONS MAY BE MADE BY THE AIRPORT MANAGEMENT DURING CRITICAL
PHASES OF THE WORK TO ENSURE THAT THE CONTRACTOR IS FOLLOWING RECOMMENDED SAFETY PLAN
PROCEDURES IN THE OPERATION AREA.
CONSTRUCTION CONTRACTOR'S RESPONSIBLITIES
1. SUBMIT PLANS TO THE AIRPORT OPERATOR ON HOW TO COMPLY WITH THE SAFETY REQUIREMENTS OF
THE PROJECT.
2. HAVE AVAILABLE A COPY OF THE PROJECT AIRPORT SAFETY PLAN.
3. COMPLY WITH THE AIRPORT SAFETY PLAN ASSOCIATED WITH THE CONSTRUCTION PROJECT AND ENSURE
THAT CONSTRUCTION PERSONNEL ARE FAMILIAR WITH SAFETY PROCEDURES AND REGULATIONS ON THE
AIRPORT.
4. PROVIDE A POINT OF CONTACT WHO WILL COORDINATE AN IMMEDIATE RESPONSE TO CORRECT ANY
CONSTRUCTION -RELATED ACTIVITY THAT MAY ADVERSELY AFFECT THE OPERATIONAL SAFETY OF THE
AIRPORT.
5. PROVIDE A SAFETY/CONSTRUCTION INSPECTOR FAMILIAR WITH AIRPORT SAFETY TO MONITOR
CONSTRUCTION ACTIVITIES.
6. RESTRICT MOVEMENT OF CONSTRUCTION VEHICLES TO CONSTRUCTION AREAS BY FLAGGING AND
BARRICADING, ERECTING TEMPORARY FENCING, OR PROVIDING ESCORTS AS APPROPRIATE.
7. ENSURE THAT NO CONSTRUCTION EMPLOYEES, EMPLOYEES OF SUBCONTRACTORS OR SUPPLIERS, OR
OTHER PERSONS ENTER ANY PART OF THE AIR OPERATIONS AREAS (AOA) FROM THE CONSTRUCTION
SITE UNLESS AUTHORIZED.
NOTAMS NOTICE TO AIRMENI^
THE AIRPORT MANAGEMENT WILL ISSUE THE NECESSARY NOTAMS TO
REFLECT HAZARDOUS CONDITIONS. IT IS IMPORTANT THAT NOTAMS BE
KEPT CURRENT AND REFLECT THE ACTUAL CONDITIONS WITH RESPECT
TO CONSTRUCTION SITUATIONS. ACTIVE NOTAMS SHALL BE REVIEWED
PERIODICALLY AND REVISED TO REFLECT THE CURRENT CONDITIONS.
100 50 0 100 200 300
SCALE IN FEET
1 "= 100'
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FEBRUARY 2008
Scale
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PSC
Checked
JMM
Project No.
2301-0701
Sheet No.
2

METER ELECTRICAL
BASE TRANSFORMER
— —----
EDGE;OF
PAVEMENT T To
BOEV
i
EXISTING PK NAIL
�N: 805190.63
E: 2979462.57
ELEV: 9.26'
STA: 13+87.29
ME / OFFSET: 184.26'
TO B
EXISTING
FENCE
F--------------------------------- ®--------------------i
B-1 B-3
I I
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PROPOSED HANGAR LOCATION I
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��-EXISTING,PK�N_AI� --------- - --�.�
_
w N: 805491.18 �'� EXISTING PK NAIL
N E: 2979183.84 N 805263.42 `S
ELEV: 9.91 E. 297Q283 92 F
i' rI`a STA: 10+00 ELEN� 8.90'
M OFFSET: 50.00' STA.04
12+48.77 — -- L.\�}pp �.
LEGEND
EXISTING PAVEMENT
EXISTING CONTOUR
9
APPROXIMATE BORING LOCATION
EXISTING BUILDING
\
PROPOSED BUILDING LOCATION
F 1
L-----J
PAVEMENT REMOVAL
EXISTING CONDITIONS NOTES
1. EXISTING CONDITIONS SURVEY WAS TAKEN FROM SURVEY BY
ALBEMARLE & ASSOCIATES, LTD., DATED DECEMBER 7, 2007.
EXISTING CONTOURS BASED ON SURVEY DATA AND HANGAR
TAXIWAYS AND HANGAR - PHASE I DESIGN PACKAGE
COMPLETED BY TALBERT & BRIGHT, INC. IN JANUARY, 2008.
2. BORING LOGS AND TEST DATA ARE CONTAINED IN APPENDIX
"G" OF THE SPECIFICATIONS AND ARE FOR INFORMATION
PURPOSES ONLY. CONTRACTOR SHALL USE AT THEIR OWN
RISK. SOIL DATA FROM BORINGS B1, B2, B3, AND B4 ARE
BASED ON PRIOR TO PHASE I FILL PLACEMENT.
3. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING VERTICAL AND
HORIZONTAL CONTROL FOR THE PROJECT. PK NAILS HAVE
BEEN PREVIOUSLY SET IN THE EXISTING TAXIWAY PAVEMENT
FOR USE TO ESTABLISH THE PROJECT BASELINE. THE
CONTRACTOR SHALL VERIFY THE EXISTANCE OF THE PK NAILS
PRIOR TO COMMENCING CONSTRUCTION. IF PK NAILS ARE NO
LONGER IN PLACE, CONTRACTOR SHALL RE-ESTABLISH PK
NAILS AS SHOWN ON THE PLANS.
4. PROJECT DATUM: HORIZONTAL= NC GRID NAD 83; VERTICAL=
NAVD 88
5. TEMPORARY BENCHMARK ELEVATIONS ARE PROVIDED AT EACH
PK NAIL LABELED TBM 1 THRU TBM 4. THE LOCATION AND
ELEVATION OF THESE TBMs IS TIED TO NCGS BENCHMARK
'CHERYL'. CONTRACTOR SHALL CONFIRM THE ELEVATION OF
THESE TBMs PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES
BY HAVING A REGISTERED LAND SURVEYOR RUN A LEVEL LOOP
6. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE
APPROXIMATE. PRIOR TO COMMENCING CONSTRUCTION,
CONTRACTOR SHALL CONTACT THE LOCAL UTILITY LOCATING
COMPANIES AND CURRITUCK WATER DEPARTMENT TO MARK
LOCATION OF EXISTING UNDERGROUND UTILITIES.
7. CONTRACTOR SHALL REMOVE EXISTING TIE DOWNS WITH CARE.
TIE DOWNS SHALL REMAIN PROPERTY OF THE AIRPORT AND
SHALL BE DELIVERED TO LOCATION ON AIRPORT AS DIRECTED
BY AIRPORT MANAGEMENT.
16+00
- GRAVEL
8. DEBRIS FROM PAVEMENT REMOVAL OPERATIONS SHALL BE
DISPOSED OF OFF AIRPORT PROPERTY BY THE CONTRACTOR IN
A PROPERLY PERMITTED DISPOSAL AREA.
9. PAVEMENT REMOVAL SHALL NOT COMMENCE UNTIL JUST
BEFORE CONTRACTOR PAVING OPERATIONS WILL BEGIN. ACCESS
TO LAST HANGAR UNITS MUST BE MAINTAINED EXCEPT DURING
PAVEMENT REMOVAL OPERATIONS AND PAVING OPERATIONS.
10. CONTRACTOR SHALL SAWCUT ADJACENT PAVEMENT PRIOR TO
COMMENCING REMOVAL ACTIVITIES. REMOVAL SHALL ONLY
INCLUDE BITUMINOUS PAVEMENT. ANY DAMAGE TO AGGREGATE
BASE COURSE SHALL BE REPAIRED PRIOR TO FINAL PAVING
OPERATIONS.
CONTRACTOR SHALL MAINTAIN SILT
FENCE IN THE EXISTING LOCA11ON
AND MAKE REPAIRS AS NECESSARY
TO THE SILT FENCE TO CONFORM
WITH DETAIL ON SHEET 9. SILT FENCE
SHALL BE REMOVED ONCE THE
PROJECT AREA IS STABILIZED WITH A
GOOD STAND OF GRASS.
17+00
15••
INV.
3.01
JU1 NCTION 24„
BOX INV.
RIM 7.70 2.66
30 15 0 30 60 90
SCALE IN FEET
1 "= 30'
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Date
FEBRUARY 2008
Scale
1 "=3D'
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PSC
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JMM
Project No.
2301-0701
Sheet No

1 _
STA: 16+01.79 \
A OFFSET: 184.03 L
A G \ \_ ���.v STA. 16
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OFFSET:
\ l M T XI TI G �� ELEV: 8.
�T�XIWA`Y, N U E \� \
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\� �`, _ STA. 144-96 16 _ 6 WIDE YELLOW TAXIWAY /
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f STA: 13+03.98
I OFFSET: 9.33 L BASELINE 'A' STA: 16+22.71
ELEV: 8.13' OFFSET: 4.26 L
L
STA: 16+24.24
OFFSET: 210.74 L
ELEV: 6.28'
A:`. 16+22.92
FSET: 194.03 L
\ ELEV: 8.58'
STA: 164�3.87
OFFSET: 19�4.4`
ELEV: 8.25 t
STA: 16+39.84 `
OFFSET: 194.03 L
I ELEV: 6.23'
I STA: 16+22.92
OFFSET: 142.39 L
ELEV: 9.6'
I I
STA: 16+22.92
OFFSET: 87.39 L
ELEV: 9.6'
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■®®srm- _ - - - _ - - -- - - ELEV:_5.5'� - DITCH _ - rr - STA: 16+33.21
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ELEV: 5.43'
LEGEND
EXISTING PAVEMENT
EXISTING CONTOUR
5
PROPOSED PAVEMENT
EXISTING BUILDING
PROPOSED BUILDING
AREAS TO RECEIVE SEAL COAT
PROPSED SWALE CENTERLINE
- . - . - • -
PROPOSED BERM CENTERLINE
-
LAYOUT AND MARKING NOTE:
1. ALL STATIONS AND OFFSETS REFERENCED TO THE PROJECT BASELINE. SEE SHEET 3
FOR LAYOUT OF PROJECT BASELINE.
2. THE CONTRACTOR SHALL ALLOW FOR THE SPECIFIED CURING PERIOD PRIOR TO PLACING
SEAL COAT IN ESTABLISHING BID PRICE AND SETTING CONSTRUCTION SCHEDULE.
CONTRACTOR SHALL PROPERLY PREPARE SURFACE PRIOR TO PLACING SEAL COAT IN
ACCORDANCE WITH THE SPECIFICATIONS.
3. CONTRACTOR SHALL COORDINATE PLACEMENT OF SEAL COAT WITH ENGINEER AND
OWNER AND MINIMIZE DISRUPTIONS TO AIRCRAFT OPERATIONS.
5. ALL MARKING SHALL HAVE REFLECTIVE BEADS APPLIED DURING INITIAL MARKING.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF TAXILANE MARKINGS. THE
ENGINEER SHALL REVIEW LAYOUT PRIOR TO CONTRACTOR BEGINNING PAINTING
OPERATIONS.
7. NEW PAVEMENT AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL
PAVEMENT SECTION INCLUDED ON SHEET 7.
8. BUILDING CORNER STATION AND OFFSET INFORMATION SHOWN MAY CHANGE BASED ON
FINAL BUILDING DIMENSIONS. ENGINEER WILL PROFIDE REVISED BUILDING CORNER
INFORMATION PRIOR TO CONSTRUCTION COMMENSING.
30 15 0 30 60 90
SCALE IN FEET
1 "= 30'
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FEBRUARY 2003
Scale
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Drawn
PSC
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JMM
Project No.
2301-0701
Sheet No
sl

15
1
DATUM ELEV
0.00
13+09.32 14+00 15+00
TAXILANE PROFILE
BASELINE 'A' OFFSET 184.03 L
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TAXILANE PROFILE
BASELINE 'A' OFFSET 50.30 L
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FEBRUARY 2008
Scale
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Project No.
2301-0701
Sheet No.
4A

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11+00 NCDOT STAND+©p OFFSET:8? 85L p — , OFFSET 286 L I /
STA• 16+ s,
9.86 L
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10+00 +�__ - — 5+-00 -'o _ 16+ 17+00 18+'
INV. ��; .
C " R
0 12" V _ C PIPE, CLASS III
E ASELINE 'A' 16 �.. -
36' WIDE LEVEL SPREADER � ----- o (n
93 F 12" PVC PIPE o uOf
.. ELEV: 5.93' ® _ _. �_ 8" FLARED ENIS--SECTION PER . t-
SEE DETAIL SHEET 6A p m 43 LF NCDOT STANDARD DETAIL 310.0 \ .
- me 5.5 0o STA: 16+31.44 �\ Q Z
0 OFFSET: 7.89 R Z Q
INV 5.5' rn INV= 5.54' \` 0 J =
65' X 36' FILTER STRIP o to 1.9\ - - Q M C)
SEE DETAIL SHEET 6A ROPOSED INFILTRATION BASIN �'
LEGEND
EXISTING PAVEMENT
PROPOSED PAVEMENT
EXISTING CONTOUR
a
PROPOSED CONTOUR
EXISTING BUILDING
PROPOSED BUILDING LOCATION
NEW STORM DRAIN
PROPSED SWALE CENTERLINE
— • — . — '
PROPOSED BERM CENTERLINE
-
GRADING AND PAVING CONSTRUCTION NOTES:
1. THE HANGAR TAXIWAYS AND HANGAR - PHASE I PROJECT INCLUDED
PLACING AND COMPACTING BORROW EMBANKMENT WITHIN THE LIMITS OF
THE PROPOSED HANGAR BUILDING. THE BORROW EMBANKMENT WAS
PLACED TO PRELOAD THE HANGAR SITE DUE TO SOME ORGANIC SOILS
LOCATED APPROXIMATELY 5 TO 10 FEET BELOW EXISTING GRADE. THE
HANGAR BUILDING SITE WAS GRADED TO PROVIDE AN ADDITIONAL 4 FEET
(t) OF MATERIAL ABOVE THE FINISHED FLOOR OF THE HANGAR. THIS
PROJECT WILL REQUIRE THE ADDITIONAL 4 FEET OF FILL TO BE REMOVED
AND USED ON SITE TO GRADE THE PROPOSED HANGAR TAXIWAY
PAVEMENT AREAS. SURPLUS MATERIAL SHALL BE UTILIZED IN THE
FUTURE HANGAR AREA.
2. OUTSIDE THE LIMITS OF THE PHASE I GRADING AREA AND WITHIN THE
LIMITS OF THE PROPOSED PAVEMENT AREA, THE CONTRACTOR SHALL
STRIP THE EXISTING GRASS AND TOPSOIL WHICH RANGES FROM 2" TO 6".
THE TOPSOIL SHALL BE STOCKPILED ON SITE FOR USE ON THE PAVEMENT
SHOULDERS. MEASUREMENT AND PAYMENT FOR THIS WORK SHALL BE
INCLUDED IN THE CUBIC YARD BID ITEM "UNCLASSIFIED EXCAVATION".
3. UPON COMPLETION OF THE STRIPPING ACTIVITIES, THE AREA SHALL BE
PROOFROLLED WITH A LOADED DUMP TRUCK. PROOFROLLING SHALL BE
PERFORMED IN PRESENCE OF RESIDENT PROJECT REPRESENTATIVE AND
GEOTECHNICAL REPRESENTATIVE. WHERE FILL IS REQUIRED TO REACH
FINISHED SUBGRADE, FILL MATERIAL FROM THE PHASE I GRADING AREA
SHALL BE PLACED IN 8 INCH LIFTS, COMPACTED TO 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY.
SPREADER I, 0 a 0ELEV: 5.54' 3.01 p Z
SEE DETAIL SHEET 6A Q
50' X 49' FILTER STRIP =
SEE DETAIL SHEET 6A
w
o:
4. THE FINE GRAINED SOILS PRESENT IN THE PROJECT AREA ARE SENSITIVE
7.
UPON COMPLETION OF THE PAVING OPERATIONS, STOCKPILED TOPSOIL
TO EXCESSIVE MOISTURE, AND MAY RUT AND PUMP, ESPECIALLY UNDER
SHALL BE PLACED ON DISTURBED AREAS PRIOR TO SEEDING AND
O '
RUBBER TIRE TRAFFIC LOADING WHEN WET. IT SHALL BE THE
MULCHING. ALL EXCESS STOCKPILED TOPSOIL SHALL BE DISPOSED OF
1
CONTRACTOR'S RESPONSIBILITY TO PRO -ACTIVELY CONTROL SURFACE
OFF AIRPORT PROPERTY. THERE SHALL BE NO SEPARATE MEASUREMENT
RUNOFF AND GROUND WATER, TO EXERCISE DISCRETION IN SELECTING
AND PAYMENT FOR STOCKPILING THE TOPSOIL AND PLACING THE TOPSOIL
- SEAL -_
EQUIPMENT TYPES & SIZES AND TO SEQUENCE HIS OPERATIONS SO AS
TO MINIMIZE DETERIORATION OF EXPOSED SUBGRADE SOILS AND TO
IN ITS FINAL LOCATION.
0 68
PROTECT THE SUBGRADE UNTIL THE OVERLYING MATERIALS CAN BE
8.
SEE SHEET 6 FOR DRAINAGE STRUCTURE DETAILS.
F`���8/•
PLACED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEWATERING
.,, Siy
OPERATIONS DURING CONSTRUCTION. COST FOR DEWATERING SHALL BE
9.
SEE SHEET 7 FOR TYPICAL PAVEMENT SECTION AND PROJECT AREA
1 ,M;,,MP"',
INCLUDED IN ITEMS BID UPON. CONTRACTOR SHALL BE RESPONSIBLE FOR
CROSS SECTIONS.
CONTROLING ALL SEDIMENT PRODUCED FROM DEWATERING OPERATIONS.
Date
10.
SEE SHEET 8 FOR FOR THE SEDIMENTATION AND EROSION CONTROL
FEaRUARv 2008
5. WITHIN THE PROPOSED PAVEMENT AREA, ONCE FINAL SUBGRADE HAS
PLANS.
Scale
BEEN COMPACTED AND ACCEPTED, 7 INCHES OF AGGREGATE BASE
1"=30'
COURSE SHALL BE PLACED AND COMPACTED TO 100% OF STANDARD
11.
SEE SHEET 9 FOR THE SEDIMENTATION AND EROSION CONTROL DETAILS.
Drawn
PROCTOR MAXIMUM DRY DENSITY. PRIME COAT SHALL BE APPLIED TO
PSC
THE AGGREGATE BASE COURSE. PLACEMENT OF THE AGGREGATE BASE
12.
ONCE ALL SITE GRADING OPERATIONS ARE COMPLETE TO BRING THE
Checked
COURSE AND PRIME COAT SHALL BE COMPLETED AT THE BEGINNING OF
HANGAR AND HANGAR TAXIWAYS TO FINISHED SUBGRADE ELEVATION,
JMM
THE PROJECT TO ALLOW THE PAVEMENT AREAS TO SIT AT LEAST 60
EXCESS MATERIAL SHALL BE PLACED AND COMPACTED IN THE AREA
Project No.
CALENDAR DAYS PRIOR TO COMMENCING PAVING OPERATIONS.
SHOWN TO THE GRADES SHOWN. FINAL SIZE AND ELEVATIONS OF
2301-0701
STOCKPILE AREA MAY VARY FROM PLAN BASED ON MATERIAL REMAINING 30 15 0 30 60
gp
6. CONSTRUCTION OF THE NEW BITUMINOUS PAVEMENT SHALL INCLUDE
UPON COMPLETION OF GRADING OPERATIONS. ALL COSTS ASSOCIATED
Sheet No.
PLACEMENT OF THE BITUMINOUS PAVEMENT SURFACE COURSE IN ONE 2"
WITH WORK SHALL BE PAID FOR UNDER THE BID ITEM "UNCLASSIFIED
LIFT. EACH LIFT OF PAVEMENT SHALL BE CONSTRUCTED AND COMPACTED
SCALE IN FEET
EXCAVATION". PAYMENT WILL BE BASED ON FINAL CROSS SECTIONS.
IN ACCORDANCE WITH SPECIFICATION PMBP.
1"= 30'
5

LOCAL
CENTE
DRAINAGE NOTES:
1. ALL STORM DRAIN PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE WITH PLASTIC GASKET TYPE JOINTS. EACH
JOINT SHALL BE WRAPPED WITH A GEOTEXTILE FABRIC.
2. THE UNIT PRICES FOR ALL DRAINAGE PIPE AND STRUCTURES SHALL INCLUDE EXCAVATION, DEWATERING AS NEEDED,
#57 STONE BEDDING, AND SAND BACKFILL.
3. ALL DRAINAGE STRUCTURES SHALL CONFORM TO SPECIFICATION ITEM D-751, THE REQUIREMENTS OF THESE NOTES
AND DETAILS.
4. STANDARD CIRCULAR PRECAST STRUCTURES AS DETAILED ON THESE PLANS SHALL CONFORM TO AASHTO M199/ASTM
C478.
5. SHOP DRAWINGS: CONTRACTOR SHALL SUPPLY SHOP DRAWINGS FOR ALL STRUCTURES INCLUDING GRATE AND FRAME,
AND A BILL OF MATERIALS FOR REINFORCING STEEL INCLUDING BAR SIZE, LENGTH, AND BENDING DIMENSIONS. THE
SHOP DRAWINGS AND STRUCTURAL COMPUTATIONS, PREPARED AND SEALED BY A PROFESSIONAL ENGINEER, SHALL BE
SUBMITTED FOR APPROVAL PRIOR TO FABRICATION OF STRUCTURES.
LOCATION REFERENCE POINT ® 6. CONTRACTOR SHALL VERIFY DIMENSIONS PRIOR TO ORDERING FRAMES AND GRATES. ANY DISCREPANCIES SHALL BE
CENTER OF MANHOLE--,,,, COORDINATED WITH THE ENGINEER.
BAFFLE WALL USED TO
LOW FLOW STORI
CONSTRUCTED WITH 8"
CONCRETE BLOCKS
GROUT FILLED AND
WITH #2 MORTER-3/4"
THI
TOP ELI
PLAN VIEW
PROPOSED 12" PVC
,.,., � na
5 L U I I U N A— A ffJ' ""'"`
12" DEEP MIN.
DRAINAGE STRUCTURE 1
JRE
PLAN VIEW
_E WALL USED TO BYPASS
FLOW STORMWATER
TRUCTED WITH 8"X8"X16"
RETE BLOCKS TO BE
T FILLED AND PARGED
#2 MORTER-3/4" TOTAL
:NESS
:LEV. 7.0'
PROPOSED 12" PVC
mix/ G CV
J:)LU I IUN A —A #`'
12" DEEP MIN.
DRAINAGE STRUCTURE 2
STA: 1- --
OFFSET:
STA: 1
OFFSET:
7. FOR ALL PRECAST CONCRETE STRUCTURES, THE CONTRACTOR WILL BE REQUIRED TO SUBMIT DESIGN CALCULATIONS
AND DESIGN PREPARED AND SEALED BY A PROFESSIONAL ENGINEER. PRECAST CONCRETE STRUCTURES SHALL BE
DESIGNED FOR H2O LOADING.
8. ALL PIPE -TO -PRECAST STRUCTURE JOINTS SHALL BE MADE USING BRICK AND MASONRY BLOCK IN CONJUNCTION WITH
MORTAR TO FILL THE VOID BETWEEN PIPE CULVERTS AND PRECAST STRUCTURES. SUCH MATERIALS SHALL BE
THROUGHLY WETTED AND BONDED WITH MORTAR. THE REMAINING EXTERIOR AND INTERIOR VOID SHALL BE FILLED WITH
MORTAR TO THE CONTOUR OF THE PRECAST STRUCTURE.
PLAN VIEW
tE 3:1
Al
SEDIMENT CLEANOUT BENCHMARK ELEV. 5.7'
SECTION A —A
1
ELEV. 7.0'
ALL SIDE SLOPES OF INFILTRATION BASIN SHALL BE STABILIZED WITH VEGETATION IN ACCORDANCE
WITH ROJECT SPECIFICATIONS T-901 AND T-908.
ELEVATION
AREA
VOLUME
5.0
5,000 SF
5,822 CF
6.0
6,656 SF
7,514 CF
7.0
8,384 SF
A: 15+87.20
FSET: 9.17 R
, A: 15+86.88
OFFSET: 29.17 R
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Date
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Scale
AS SHOWN
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PSC
Checked
JMM
Project No.
2301-0701
Sheet No.
6

L
5'
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2_ 77 CFS
Ell
RIPRAP OUTLET PROTECTION
5' X 15'
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PLAN VIEW
65'
5.93'J
5.70' 24" CONCRETE
LEVEL SPREADER
SECTION A —A
FILTER STRIP 1
NOT TO SCALE
ELEV: 5.80'
CONCRETE LEVEL SPREADER
TOP ELEV: 5.93'
SEE DETAIL THIS SHEET
VEGETATIVE FILTER STRIP
EXISTING DITCH CENTERLINE
VEGETATIVE FILTER STRIP
24"
LEVEL SPREADER DETAIL
NOT TO SCALE
CONTRACTOR SHALL CONSTRUCT TRENCH 6" WIDE BY 24" DEEP AND
FILL WITH CONCRETE MEETING THE REQUIREMENTS OF P-610 OF THE
PROJECT SPECIFICATIONS. TOP OF CONCRETE SHALL BE LEVEL AT THE
ELEVATION SPECIFIED.
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RIPRAP OUTLET PROTECTION
5' X 15'
4a
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ELEV: 5.40'
CONCRETE LEVEL SPREADER
TOP ELEV: 5.54'
SEE DETAIL THIS SHEET
I— VEGETATIVE FILTER STRIP
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SECTION A —A
49' WIDE VEGETATIVE
FILTER STRIP
FILTER STRIP 2
NOT TO SCALE
EXISTING DITCH
Date
APRIL 2008
Scale
AS SHOWN
Drawn
PSC
Checked
JMM
Project No.
2301-0701
Sheet No.
6A

15+ 00
14
13
12
11
10
9
8
7
6
5
4
3
-280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0
14+ 00
14
13
12
11
10
9
8
7
6
5
4
3
-220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20
3+50
40 60
14
13
12
11
10
9
8
7
6
5
4
3
80
20 40 60 80
20 40 60 80
0 20 40 60
14
13
12
11
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9
8
7
6
5
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14
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9
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6
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0 20 40V
EXISTING BITUMINOL
SURFACE COUR£
REMOVE MINIMUM I
BASE COUI
SAW CUT MINIMUM 12" FROM EXISTING
REMOVE MIN.
PAINT SAW CUT
BEFORE PAVING.
SURFACE COURSE
1
2" BITUMINOUS SURFACE COURSE
OR
N ��
-GATE BASE COURSE
COMPACTED SUBGRADE 7" AGGREGATE BASE COURSE
TYPICAL PAVEMENT JUNCTION DETAIL TYPICAL PAVEMENT SECTION
HANGAR TAXIWAY AND APRON
NOT TO SCALE NOT TO SCALE
PROVIDE MINIMUM 4' OFFSET BETWEEN
TRANSVERSE PAVEMENT JOINTS.
16+00
-240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60
15+50
-240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60
14
13
12
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10
9
8
7
6
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14
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Date
FEBRUARY 2003
Scale
1"=30' HORIZ.
1"=3' VERT.
Drawn
PSC
Checked
JMM
Project No.
2301-0701
Sheet No
7

F
■ ■ s +� �'---------------
�- — -- — —7
LEGEND
EXISTING PAVEMENT
EXISTING CONTOUR
---
PROPOSED PAVEMENT
EXISTING BUILDING
` \
PROPOSED BUILDING
TEMPORARY SILT FENCE
OUTLET PROTECTION
OP
CHECK DAM
CD
CULVERT INLET PROTECTION
CIP
SEQUENCE OF CONSTRUCTION
1. ESTABLISH STAGING AREA.
2. CONSTRUCT NECESSARY ACCESS ROADS AND INSTALL ENGINEER'S FIELD OFFICE, INCLUDING UTILITY
CONNECTIONS.
3. INSTALL TEMPORARY EROSION CONTROL MEASURES AS INDICATED ON THE PLANS OR AS DIRECTED BY THE
ENGINEER.
4. COMMENCE SITE STRIPPING AND EARTHWORK ACTIVITIES.
5. COMMENCE INSTALLATION OF DRAINAGE PIPE AND STRUCTURES. DO NOT INSTALL BAFFLE WALL IN
STRUCTURE AND INSTALL TEMPORARY PLUG ON 12" BYPASS PIPE UNTIL SITE IS STABILIZED.
6. UPON COMPLETION OF EARTHWORK ACTIVITIES, PLACE AND COMPACT AGGREGATE BASE COURSE AND
APPLY PRIME COAT ON FINISHED AGGREGATE SURFACE.
7. PERFORM SEEDING AND MULCHING ON ALL DISTURBED AREAS TO ESTABLISH A GOOD STAND OF GRASS.
8. COMMENCE CONSTRUCTION OF HANGAR BUILDING FOUNDATIONS AND SLAB.
9. COMMENCE CONSTRUCTION OF HANGAR BUILDING.
10. BEGIN PAVEMENT REMOVAL OPERATIONS, SAW CUT PAVEMENT EDGES AS REQUIRED.
11. BEGIN PAVING OPERATIONS IMMEDIATELY AFTER PAVEMENT REMOVAL OPERATIONS ARE COMPLETE.
12. COMPLETE HANGAR BUILDINGS.
13. COMPLETE SHOULDER GRADING ACTIVITIES ADJACENT TO NEWLY CONSTRUCTED PAVEMENT.
14. CONSTRUCT BAFFLE WALL IN DRAINAGE STRUCTURE, REMOVE PLUG FROM 12" PIPE AND REMOVE SEDIMENT
ACCUMULATION FROM BOTTOM OF INFILTRATION BASIN AND
15. PLACE COAL TAR EMULSION SEAL COAT ON APRON ONCE NEW PAVEMENT HAS HAD ADEQUATE TIME TO
CURE IN ACCORDANCE WITH SECTION P-625 OF THE PROJECT SPECIFICATIONS.
16. ONCE SEAL COAT OPERATIONS ARE COMPLETE, COMPLETE PAVEMENT MARKING.
17. REMOVE ALL HAUL ROADS, ALL MISCELLANEOUS EQUIPMENT, STOCK PILES, DEBRIS ETC. FROM PROJECT
AND PLANT SITE STAGING AREA.
18. RESTORE ALL DISTURBED AREAS AND COMPLETE SEEDING AND MULCHING OPERATIONS ON ALL DISTURBED
AREAS THROUGHOUT PROJECT.
19. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES.
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FEBRUARY 2008
Scale
1 "=30'
Drawn
PSC
Checked
imm
Project No.
2301-0701
Sheet No.

EROSION AND SEDIMENT CONTROL GENERAL NOTES
1. Unless otherwise indicated, all vegetative and structural erosion and
sediment control practices shall be constructed and maintained
according to minimum standards and regulations of North Carolina
Erosion And Sediment Control Regulations.
2. The plan approving authority must be notified one week prior to
the pre -construction conference, one week prior to the
commencement of land disturbing activity, and one week prior to the
final inspection.
3. A copy of the approved erosion and sediment control plan shall
be maintained on the site at all times.
4. The contractor is responsible for installation of any additional
erosion control measures necessary to prevent erosion and
sedimentation as determined by the plan approving authority.
5. All disturbed areas are to drain to approved sediment control
measures at all times during land disturbing activities and during site
development until final stabilization is achieved.
temporary
6.
n Allor permanent erosion and sedi
ment control
n h construction site
necessary for retaining sediments o the co s practices ecessa y g
shall be installed at the locations as specified on the plans prior to
any land clearing, grubbing, grading or earth moving activities.
7. Land clearing shall be limited to areas of workable size.
8. Critical erosion areas shall be given special attention prior to and
during construction of the project and until such time as stabilization
of the project has been established.
9. All erosion control devices shall be properly maintained during all
phases of construction until the completion of all construction
activities and all disturbed areas have been stabilized. Additional
control devices may be required during construction in order to control
erosion and/or offsite sedimentation. All temporary control devices
shall be removed once construction is complete and the site is
stabilized.
10. Clearing and grubbing debris shall be properly disposed of as
specified.
11. Topsoil stockpiles shall be placed at locations as approved by
the Engineer. Silt fence shall be erected at the toe of the
stockpile(s). Silt fence shall be maintained throughout the duration of
the project. All disturbed areas not otherwise stabilized shall be
finished with a 4" (minimum) lift of topsoil from on site sources.
12. The contractor must take necessary action to minimize the
tracking of mud/soil where construction vehicle access routes
intersect paved roadways or runways. Where sediment is transported
onto a paved surface, the pavement shall be cleaned thoroughly at
the end of each day. Sediment shall be removed from the pavement
by shoveling or sweeping and transported to a sediment control
disposal area. Street washing shall be allowed only after sediment is
removed in this manner.
13. Contractor shall provide, maintain and repair aggregate base on
access roads, parking areas and/or other vehicle transportation routes
as required for construction purposes. Costs to be subsidiary to all
work items.
14. The installation of drainage facilities shall have a high priority.
Site drainage facilities shall be scheduled to be completed in a timely
manner following completion of the rough grading operations at any
point on the project.
15. Outfoll ditches shall be constructed and stabilized prior to the
initiation of any paving operations. Outlet protection shall also be
installed where called for immediately after construction of the outfall
ditch/drainage outlet.
16. Storm drain inlet protection shall be installed around the
perimeter of storm drain inlets made operable during construction to
prevent sediments from entering the structure.
17. All areas designated for underground utilities shall be stabilized
as soon as practical but not exceeding 15 days following their
installation and backfilling. No more than 300 feet of storm drain or
any other utility line trench are to be opened at any one time.
Excavated material shall be placed on the uphill side of trenches.
Effluent from dewatering operations shall be passed through an
approved filtering/sediment trapping device, and discharged in a
manner that does not adversely affect flowing streams or off -site
property. Provide silt fence and/or other control devices, as may be
required, to control soil erosion during utility construction. All
disturbed areas shall be cleaned, graded, and stabilized with grassing
immediately after utility installation.
18. Erosion and sediment control measures intended to trap sediment
shall be constructed as a first step in any land disturbing activity and
shall be made functional before upslope land disturbance takes place.
The measures shall be kept clear of debris and sediments shall be
cleaned out periodically during and after construction activities. All
other storm water management facilities shall be installed and made
operational as shown or required by construction activities.
19. Permanent or temporary seeding and mulching shall be applied to
P Y 9 9 PP
disturbed areas in accordance with specifications or as directed by
Engineer after final grade is reached on any portion of the site.
Temporary seeding and mulching shall be applied as directed by the
Engineer to disturbed areas that may not be at final grade but will
remain dormant (undisturbed) for longer than 30 days. Permanent
stabilization shall be applied to disturbed areas that are to be left
dormant for more than one year. Temporary vegetative cover may be
eliminated in favor of the permanent vegetative cover if site conditions
permit and the Engineer so directs.
20. A permanent vegetative cover shall be established on disturbed
areas not otherwise permanently stabilized. Permanent vegetation
shall not be considered established until a ground cover is achieved
that, is uniform, mature enough to survive and will inhibit erosion.
Permanent vegetative cover (stabilization) shall consist of liming,
fertilizing, seeding, and mulching to assure a firm stand of gross, and
shall conform to the project specifications. Sediment basins and other
temporary erosion control measures are to be removed only when
stabilization has been established.
21. Concentrated runoff shall not flow down cut or fill slopes unless
contained within an adequate temporary or permanent channel, flume
or slope drain structure. Temporary diversion berms and/or ditches
will be provided as needed during construction to protect work areas
from upslope runoff and/or to divert sediment laden water to
appropriate traps or stable outlets.
22. If necessary, slopes which exceed eight (8) feet vertical feet
should be stabilized with synthetic or vegetative mats, in addition to
hydroseeding. It may be necessary to install temporary slope drains
during construction. Temporary berms may be needed until the slope
is brought to grade. Whenever water seeps from a slope face,
adequate drainage or other protections shall be provided.
23. Inspection and maintenance of all erosion and sediment control
practices by the contractor shall be scheduled on a weekly basis and
after each rainfall occurrence that exceeds one-half (1/2) inch.
Necessary repair, clean up, adjustments and/or replacements of
damaged or ineffective devices shall be performed immediately to
maintain the effectiveness of the erosion control devices. Rainy
seasons or wet periods will be of particular concern and the project
shall be inspected daily. Any sediment which has been transported
beyond the project limits shall be removed and/or stabilized as
directed by the Engineer.
24. Airborne sediments (dust) shall be controlled in accordance with
requirements of the specifications or as directed by the Engineer.
25. All temporary erosion and sediment control measures shall be
removed within 30 days after final site stabilization or after the
temporary measures are no longer needed, unless otherwise directed
by the Engineer. Trapped sediment and the disturbed soil areas
resulting from the disposition of temporary measures shall be
permanently stabilized to prevent further erosion and sedimentation.
26. Provide ground cover (temporary or permanent) on exposed
slopes within 21 calendar days following completion of any phase of
grading; and, a permanent groundcover for all disturbed areas within
15 working days or 90 calendar days (whichever is shorter) following
completion of construction or development.
NOTES: IV
1. ALL DISTURBED AREAS MUST BE SEEDED AND MULCHED IN ACCOR CE
WITH NOTE 26 ABOVE. SEEDING AND MULCHING WILL BE PERFOR D I
ACCORDANCE WITH T-901 OF PROJECT SPECIFICATIONS.
2. PERMANENT SEEDING SHALL BE PERFORMED DURING THE PERIOD BETWEEN
APRIL 1 AND JULY 30.
3. LIME SHALL BE APPLIED IN ACCORDANCE WITH PROJECT SPECIFICATIONS SECTION
T-901-2.2 AND SHALL BE APPLIED AT A RATE OF 3,000 LBS/ACRE.
4. FERTILIZER SHALL BE APPLIED IN ACCORDANCE WITH PROJECT SPECIFICATIONS SEC
T-901-2.3 AND SHALL BE 10-10-10 COMMERCIAL FERTILIZER SPREAD AT A RATE
OF 500 LBS/ACRE.
An
EROSION CONTROL
STONE CLASS "B"
- FLAN
1, SPILLWAY 1,
2/3 CHANNEL WIDTH
12 MIN. _F
18" MAX.
SECTION A -A
2'
WASHED STONE
3xH
12" MIN.
18" MAX.
SPILLWAY SHALL BE
1' MIN. BELOW LEVEL
OF LOWEST BANK
H = 24" MIN.
SPILLWAY SHALL BE
I' MIN. BELOW LEVEL
DF LOWEST BANK
FLOW
24" MIN.
#57 WASHED STONE
SEC11ON B-B
CD TEMPORARY ROCK SILT CHECK DAM
NOT TO SCALE
6'-0" MAX (STANDARD STRENGTH FABRIC)
8'-0" MAX (EXTRA STRENGTH FABRIC)
UELEVATION U
SF TEMPORARY SILT FENCE
NOT TO SCALE
WOOD OR STEEL POST
IM
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SECTION
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PLAN
SECTION AA
OP PIPE OUTLET PROTECTION
BACKFILL V
MINIMUM 8'
THICK LAYE
OF GRAVEL
R
EMBEDMENT AND POST DETAIL
GENERAL NOTES:
FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL BE
FASTENED ADEQUATELY TO THE WIRE AND/OR POST IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATION.
POSTS SHALL BE 4'-0" HIGH STEEL. W/ SELF FASTENER ANGLE.
V� RI S
2 -0 MIN
CLASS B RIP -RAP 7" DEEP
'IMP,
DITCH GRADE
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Scale
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Project No.
2301-0701
Sheet No.
9

1O'x1O' OVERHE/
DOOR (TYP.)
I COORDINATE LOCA
WITH OWNER
3'-0" (TYP.)--►r
41'-6" MIN_ WIDTH X 12'_0" HEIGHT 41'-6" MIN_ WIDTH X 12'_0" HEIGHT 41'-6" MIN_ WIDTH X 12'-0" HEIGHT 41'-6" MIN_ WIDTH X 12'-0" HEIGHT 41'-6" MIN. WIDTH X 12'-0" HEIGHT 41'-6" MIN. WIDTH X 12,-0" HEIGHT 41'-6" MIN. WIDTH X 12'-0" HEIGHT
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41 -6 MIN. WIDTH X 12 -0 HEIGHT 41 -6
MIN. WIDTH X 12 -0 HEIGHT 41 -6
MIN. WIDTH X 12 -0
HEIGHT
41 -6 MIN. WIDTH X 12 -0 HEIGHT 41 -6
MIN. WIDTH X 12 -0 HEIGHT 41 -6
MIN. WIDTH X
12704 HEIGHT 41 -6
MIN. WIDTH X 12 -0 HEIGHT
CLEAR OPENING
CLEAR OPENING
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DESIGNS LOADS:
IMPORTANCE FACTORS: WIND (Iw) 1.0 SNOW (Is) 1.0 SEISMIC (IE) 1.0
ROOF LIVE LOAD: 20 PSF
NAND: BASIC WIND SPEED 120 MPH (ASCE-7-02) EXPOSURE CATEGORY
FLOOR: 50 PSF
SNOW: 10 PSF
LATERAL DESIGN CONTROL- EARTHQUAKE WIND X
CALCULATED WAND BASE SHEARS (FOR MWFRS) Vx = 178450# VY = 24450#
SEISMIC PERFORMANCE CATEGORY A
COMPUANCE WITH SECTION 1616.4 ONLY? NO
SEISMIC PERFORMANCE CATEGORY 8 C D
PROVIDE THE FOLLOWING SEISMIC DESIGN PARAMETERS:
SEISMIC USE GROUP II
SPECTRAL RESPONSE ACCELERATION SS = 11.7 %9
S1 = 5.7 %9
SITE CLASSIFICATION D Presumptive
BASIC STRUCTURAL SYSTEM: (check one)
❑ BEARING WALL ❑ DUAL W/ SPECIAL MOMENT FRAME
09 BUILDING FRAME ❑ DUAL W/INTERMEDIATE R/C OR SPECIAL STEEL
SEISMIC BASE SHEAR Vx = 6475#
VY = 6475#
❑ INVERTED PENDULUM
ANALYSIS PROCEDURE SIMPLIFIED EQUIVALENT LATERAL FORCE
ARCHITECTURAL, MECHANICAL, COMPONENTS ANCHORED?
SOIL BEARING CAPACITIES:
BEARING CAPACITY 1,000 PSF
YES
K4
MODAL
-0"
-0" {TIP.)
OVERHEAD T)OOR
(COORDINATE LOCATION
WITH OWNER)
BUILDING CODE SUMMARY
NAME OF PROJECT: T-HANGARS AND T-HANGAR TAXIWAYS
ADDRESS: DARE COUNTY REGIONAL AIRPORT - MANTEO, NC
PROPOSED USE: AIRPLANE STORAGE
OWNER/CONTACT PERSON: DARE COUNTY AIRPORT AUTHORITY/ GEORGE WOOD
PHONE NUMBER: [phone]
CODE ENFORCEMENT JURISDICTION: DARE COUNTY
DESIGNER OF RECORD:
DESIGNER: NAME: LICENSE NO. TELEPHONE NO.
ARCHITECTURAL:
ELECTRICAL WILLIAM J. STEUER 4488 [phone]
PLUMBING
MECHANICAL
STRUCTURAL JOHN MASSEY 26896 [phone]
BUILDING CODE DATA:
YEAR OF CODE EDITION: 2000 WITH 2O02 AMENDMENTS
09 NEW CONSTRUCTION ❑ RENOVATION OF EXISTING BUILDING ❑ UPFIT ❑ ALTERATION
BUILDING DATA:
CONSTRUCTION TYPE:
❑I(A) ❑I(B) 011(A) C9II(B) ❑III(A) 0111(8) ❑IV(A) ❑IV(B) ❑V(A) ❑V(B)
MIXED CONSTRUCTION? D9NO DYES TYPES
SPRINKLERS: VINO ❑YES ❑NFPA 13 ❑NFPA 13R ❑NFPA 13D
STANDPIPES: C9NO ❑YES CLASS 01 ❑II Dill ❑WET DORY
FIRE DISTRICT: D9N0 ❑YES
BUILDING HEIGHT: 19.25 FEET 1 NUMBER OF STORIES ❑UNLIMITED PER:
MEZZANINE: 09NO DYES
HIGH RISE: VINO ❑YES CENTRAL REFERENCE SHEET NUMBER:
GROSS BUILDING AREA:
FLOOR XISTING SF NEW SF FLOOR TOTAL SF
MEZZANINE
1ST FLOOR 16,756 16,795
BASEMENT
TOTAL AREA OF BUILDING: 16,795
ALLOWABLE AREA:
PRIMARY OCCUPANCY:
NSTORAGE GROUP S 09S-1 (GROUP III AIRPLANE HANGAR, NO WELDING IN HANGAR)
SECONDARY OCCUPANCY:
MIXED OCCUPANCY: D➢NO DYES SEPARATION: 3 HR(S) EXCEPTION:
AREA INCREASE CALCULATIONS:
FLOOR / DESCRIPTION FLOOR TABLE)503 INCREASE INCREASE ALLOWABLE/ MAX BLDG
STORY AND USE AREA AREA PER 506.2 PER 506.3 UNLIMITED AREA
1ST FLOOR 16,780 17,500
ALLOWABLE HEIGHT
ALLOWABLE INCREASE SHOWN CODE
CONSTRUCTION TYPE: II (8) PER FOR ON REFERENCE
TABLE 503 SPRINKLERS PLANS
BUILDING HEIGHT IN FEET: 35 19'25
BUILDING HEIGHT IN STORIES:
FIRE PROTECTION REQUIREMENTS
LIFE SAFETY PLAN SHEET IF PROVIDED:
BUILDING FIRE RATING DETAIL DESIGN DESIGN # DESIGN #
ELEMENT SEPARATION REQUIRED PROVIDED W/ AND FOR RATED FOR RATED FOR RATED
DISTANCE (FT) REDUCTION SHEET ASSEMBLY PENETRATIONS JOINTS
EXTERIOR NON -
BEARING WALL
NORTH >30' -- -- -- -- -- --
SOUTH >30' -- -- -- -- -- --
EAST >30' -- -- -- -- -- --
WEST >30' -- -- -- -- -- --
SEPARATION TO LIMIT FIRE AREA 4 UL-U419 N/A N/A
LIFE SAFETY REQUIREMENTS:
EMERGENCY LIGHTING: D➢NO ❑YES
EXIT SIGNS: ®NO ❑YES
FIRE ALARMS: D9NO ❑YES
SMOKE DETECTION: ®NO DYES
PANIC HARDWARE: 09NO DYES
EXIT REQUIREMENTS:
NUMBER AND ARRANGEMENT OF EXITS
FLOOR / MIN. NO OF EXITS TRAVEL DISTANCE ARRANGED PER 1004.1 DEAD
STORY / REWIRED PROVIDED ALLOWABLE PER ACTUAL REQUIRED ACTUAL END
SPACE TABLE 1004.2.4 SHOWN BETWEEN DOORS SHOWN DISTANCE
SPACES 1-12 1 1 75' 50' N/A N/A N/A
EXIT WIDTH REQUIREMENTS
FLOOR / (A) (B) (A)AB) (C) IN INCHES 1003.2.3 EXIT WIDTH IN INCHES
STORY / AREA AREA FROM OCCUPANT WIDTH PER OCCUPANT REQUIRED ACTUAL
SPACE SF 1003.2.2.2 LOAD STAIR LEVEL STAIR LEVEL STAIR LEVEL
SPACES 1-12 1,350 500 3 .3 .2 -- 36 -- 36
ELECTRICAL SYSTEM AND EQUIPMENT:
SEE ELECTRICAL DRAWINGS
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Date
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Scale
AS SHOWN
Drawn
PSC
Checked
JMM
Project No.
2301-0701
Sheet No
10

5" CONCRETE SLAB WITH
WIRE MESH TO BE 6" x 6" x W2.1 x W2.1,
4" - #57 STONE, AND
6 MIL VAPOR BARRIER
2 .3 4 6
7 8
10 11 12
14 15 16
18 19
20 22 23
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10'x10' OVERHEAD
DOOR (TYP.)
COORDINATE LOCATION
WITH OWNER 20'-9"
3'-0" (TYP.
—CJ — _ DENOTES SLAB CONTROL JOINT (SAW CUT). ONE OR
MORE JOINT LINES MAY BE DOWELED CONSTRUCTION
JOINTS, AT THE CONTRACTOR'S OPTION. CONTRACTOR
SHALL CAREFULLY LAYOUT CONTROL JOINTS TO ENSURE
THEY ARE LOCATED IN THE PROPER LOCATIONS.
FOUNDATION PLAN — 14 UNIT HANGAR
1/1 6"=V-0"
41'-6" MIN. WIDTH X 12'-0" HEIGHT 41'-6" MIN. WIDTH X 12'-0" HEIGHT 41'-6" MIN. WIDTH X 12'-0" HEIGHT 41'-6" MIN. WIDTH X 12'-0" HEIGHT 41'-6" MIN. WIDTH X 12'-0" HEIGHT 41'-6" MIN. WIDTH X 12'-0" HEIGHT
Cl FAR nPFNING CLEAR OPENING CLEAR OPENING CI FAR OPENING CI FAR OPFNIN(_ /M FAR /IPGMIMC
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CLEAR OPENING CLEAR OPENING
CLEAR OPENING
CLEAR OPENING CLEAR OPENING CLEAR OPENING CLEAR OPENING
ROOF VENTS SEE
SPECIFICATIONS
ONE PER HANGAR UNIT
FLOOR PLAN — 14 UNIT HANGAR
1 /16" = V-0"
FRONT ELEVATION — 14 UNIT HANGAR
1 /16"= V-0"
ROOF VENT
SIDE ELEVATION
1 /16"= 1'-0"
12'-0" CLEAR, UNITS 1 THROUGH 14
_-
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101
s-0" (TYP.)
IVAIV OVERHEAD DOOR
(COORDINATE LOCATION
WITH OWNER)
GENERAL NOTES -FOUNDATIONS AND SLAB
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING
FIELD CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION. CONTRACTOR
SHALL CORRELATE ALL DIMENSIONS AND ELEVATIONS SHOWN ON THESE
DRAWINGS WITH SHOP DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION.
ANY DIFFERENCES SHALL BE REPORTED TO THE ENGINEER FOR RESOLUTION
PRIOR TO COMMENCING CONSTRUCTION.
2. THE CONTRACTOR SHALL FOLLOW ALL SAFETY AND OSHA REGULATIONS.
CONFORMANCE WITH SAFETY REGULATIONS, METHODS OF CONSTRUCTION,
AND ERECTION OF STRUCTURAL ELEMENTS ARE THE CONTRACTOR'S
RESPONSIBILITY.
3. ALL SLABS ON GRADE SHALL BE PLACED OVER 4" BASE OF WELL
COMPACTED STONE. THE STONE SHALL BE PLACED ON ORIGINAL SOIL
OR ON EARTH FILL. COVER STONE BASE WITH APPROVED VAPOR
BARRIER BEFORE PLACING CONCRETE (6 MIL MINIMUM).
4. PLACE CONCRETE FOR WALL FOOTINGS MONOLITHICALLY WITH EXTERIOR
COLUMN FOOTINGS.
5. ALL FOOTINGS ARE TO BE EXCAVATED TO FINAL GRADE AND POURED IN
THE SAME DAY.
6. MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE
4,000 PSI.
7. REINFORCING BARS SHALL BE ROLLED FROM NEW BILLET STEEL
CONFORMING TO "SPECIFICATION FOR DEFORMED BILLET STEEL BARS FOR
CONCRETE REINFORCEMENT", ASTM A-615, AND SHALL BE GRADE 60.
ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS SHALL
CONFORM WITH ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURE" (ACI-315, LATEST EDITION) AND THE
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI-318,
LATEST EDITION).
8. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND A-82.
9. GROUT UNDER BASE PLATES TO BE "EMBECO" NON -SHRINK GROUT OR
APPROVED EQUAL.
10. DETAILS, WORKMANSHIP AND PROCEDURE OF CONCRETE PLACEMENT
SHALL CONFORM TO ACI-315, ACI-318, AND ACI-301. FINISHES SHALL
HAVE CLASS A TOLERANCES AND SHALL BE TRUE PLANES WITHIN a" IN 10
FT, AS DETERMINED BY A 10 FT STRAIGHTEDGE PLACED ANYWHERE ON
THE SLAB IN ANY DIRECTION.
(11. LAP LENGTH FOR ALL SPLICES SHALL BE AS SHOWN, BUT SHALL BE AT
LEAST 36 BAR DIAMETERS (12" MINIMUM) FOR TENSION OR 24 BAR
DIAMETERS FOR COMPRESSION, UNLESS OTHERWISE CALLED FOR.
12. WELDED WIRE FABRIC SHALL HAVE END LAPS OF ONE FULL MESH PLUS
2" BETWEEN CROSS WIRES AND EDGE LAPS OBTAINED BY OVERLAPPING
LONGITUDINAL SALVAGE WIRES 2" AND WIRING ALL LAPS SECURELY
TOGETHER. WELDED WIRE FABRIC SHOULD EXTEND INTO SUPPORTING
BEAMS AND WALLS FOR ANCHORAGE UNLESS AN EXPANSION JOINT IS
CALLED FOR.
13. ALL REINFORCING SHALL BE SECURELY WIRED TOGETHER IN FORMS AS
CALLED FOR IN "PLACING REINFORCING BARS" BY CRSI.
14. ANCHOR BOLTS SHALL BE LOCATED AND INSTALLED AS RECOMMENDED BY
BUILDING MANUFACTURER. ALL ANCHOR BOLTS SHALL BE PLACED PRIOR
TO POURING SLAB AND FOUNDATIONS.
GENERAL NOTES: (T-HANGAR BUILDING)
1. BUILDING DIMENSIONS SHALL BE ESTABLISHED TO PROVIDE MINIMUM
CLEAR DIMENSIONS SHOWN.
2. THE BUILDING DIMENSIONS SHOWN THIS SHEET ARE APPROXIMATE. THEY
ARE SHOWN TO INDICATE THE GENERAL TYPE AND SIZE OF BUILDING TO
BE PROVIDED. ACTUAL DIMENSIONS SHALL BE IN ACCORDANCE WITH THE
MANUFACTURE'S APPROVED SHOP DRAWINGS. MODIFICATIONS REQUIRED IN
THE LAYOUT OF THE SLAB AND FOUNDATIONS SHALL BE SUBMITTED TO
THE ENGINEER BY THE CONTRACTOR FOR REVIEW AND APPROVAL PRIOR
TO BEGINNING FOUNDATION EXCAVATION.
3. PROVIDE RIDGE VENT FOR T-HANGAR UNITS IN ACCORDANCE WITH
THE SPECIFICATIONS.
4. ALL EXPOSED SCREW ENDS IN HANGAR INTERIORS WITHIN 7'-0"
HEIGHT FROM FLOOR SHALL BE CUT OR CAPPED SUCH THAT NO
SHARP ENDS WILL REMAIN EXPOSED.
5. T-HANGAR CONFIGURATION AND FINISHED FLOOR ELEVATIONS SHALL
BE AS SHOWN ON LAYOUT PLAN, SHEET 4.
6. THE GENERAL CONTRACTOR SHALL COORDINATE LOCATION AND DETAILS
OF FLOODLIGHT MOUNTING BRACKET INSTALLATION. ANY MODIFICATIONS
IN THE FRAMING SYSTEM REQUIRED FOR STRUCTURAL INTEGRITY DUE TO
FLOODLIGHT INSTALLATION IS THE RESPONSIBILITY OF THE CONTRACTOR
AND BUILDING MANUFACTURER. INSTALLATION SHALL BE NEAT IN
APPEARANCE, RIGID AND WEATHERTIGHT. BRACKET AND INSTALLATION
DETAILS TO BE PROVIDED WITH SHOP DRAWINGS. SEE SHEET 18 FOR
LIGHT LOCATIONS.
7. SEE SHEET 12 FOR HANGAR FOUNDATION DETAILS AND SECTIONS.
8. SEE SHEETS E-1 THRU E-3 FOR ELECTRICAL LAYOUT AND DETAILS.
HANGAR DOOR NOTES:
14- UNIT HANGAR UNITS 1 THROUGH 14 WITH
ELECTRICALLY OPERATED
BI-FOLD DOORS.
LEGEND
-�
INDICATES
PROVIDE
HANGAR
PERSONNEL DOORS.
3'-0" WIDE DOORS WITHIN
DOORS.
- -
CONTRACTION JOINT
- - -
COLUMN
CENTERLINE
PARTITION WALLS
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UNIT NUMBER
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Scale
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Project No.
2301-0701
Sheet No

1/2"-
V _ #5 0 12"
CL DOOR COLUMN
-A" - FOOTING AT HANGAR DOORS SECTION "A
NOT TO SCALE
PROVIDE TRIM —
NOTCH AS PER
MANUFACTURER'S
SHOP DRAWINGS
>�J _#5 ® 12"
LOCATE SIDE WALL COLUMNS
PER MANUFACTURER'S SHOP DRAWINGS
3" CLEAR (TYP)
—VAPOR BARRIER (6 MIL)
#57 CRUSHED STONE
SECTION "B-B" - FOOTING @ SIDEWALL AND BACKWALL
NOT TO SCALE
NOTE A: #5 LONGITUDINAL BARS SHALL BE CONTINUOUS THROUGH ALL CONTROL
JOINTS AND CONSTRUCTION /ISOLATION JOINTS. LAP SPLICES SHALL BE 2'-11" LONG.
PROVIDE 3'-0" X 3'-0" CORNER BARS FOR EACH #5 AT THE 4 BUILDING CORNERS.
SEE ISOLATION JOINT DETAIL
/4" X 16- LONG
,MOOTH DOWELS
12" GREASE ONE END
G� #5 ® 12"
C� #5 ® 12"
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WWF (6"X6"XW2.1 XW2.1)
21"
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° of VAPOR BARRIER (6 MIL.)
#57 CRUSHED STONE
I 4'-0"
SECTION "C-C" - FOOTING AT INTERIOR COLUMNS
NOT TO SCALE
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SHED STONE
READED
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ANCHOR BOLT DETAIL
(2 PER COLUMN)
NOTE: FABRICATE ANCHOR BOLTS FROM #6 GRADE
60 REBAR. GALVANIZE (G60) AFTER FABRICATION.
BI_-FOLD DOOR OPERATOR
GREASE ONE END OF ROD TO BREAK BOND
3/4"0 X 16" SMOOTH RODS ® 12" O.C.
PLACED AT CENTER OF SLAB
SAWED JOINT 1/4" X 1/2" DEEP
FILL W/ JOINT SEALER
N
N WELDED WIRE FABRIC
STOP AT JOINT
v v
� oo 0 00( 0 0 0 o VAPOR BARRIER —
CRUSHED STONE —
cli
SAWED JOINT
FILL WITH
JOINT SEALER
1/4"
- 1 1
WELDED WIRE
FABRIC
COMPACTED SOIL
COMPACTED SOIL
TYPICAL FORMED JOINT TYPICAL SAWED JOINT
NOTES:
TYPE OF JOINT IS OPTIONAL WITH CONTRACTOR. SAWED JOINT SHALL BE MADE WITHIN 24 HOURS OR LESS AFTER
PLACING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR DETERMINATION OF WHEN TO SAW CONTROL JOINT DEPENDENT
ON WEATHER CONDITIONS AND FIELD CONDITIONS. JOINT SHALL BE SAWED AFTER SLAB HAS HARDENED SUFFICIENTLY
TO PREVENT RAVELING AND PRIOR TO SHRINKAGE CRACKS FORMING. IF FORMED JOINT IS USED, FLOOR SHALL BE
POURED IN ALTERNATE BAYS IN BOTH DIRECTIONS. REMAINING BAYS SHALL NOT BE POURED UNTIL FIRST POURS
HAVE REACHED THEIR INITIAL SET.
SLAB CONTROL JOINTS
NOT TO SCALE
SLAB ISOLATION JOINT ONLY
3/4" 0 X 16" SMOOTH DOWEL ROD ® 12" O.C.
iING PLACED AT CENTER OF SLAB. (GREASE
ONE END OF ROD TO BREAK BOND).
NOT TO SCALE
NOTE:
TOP MOUNTED DOOR OPERATOR SHOWN. IF MOTOR AND OTHER ELECTRICAL
COMPONENTS ARE LOCATED WITHIN 13' OF FLOOR, COMPONENTS SHALL BE EXPLOSION
PROOF.
2 —6" 2'-6" -
- 01 2•_6" � ISOLATION JOINT
INTERIOR COLUMN
PLAN VIEW OF FOOTING AT INTERIOR COLUMNS
EXTERIOR COLUMN
PLAN VIEW OF FOOTING AT EXTERIOR COLUMNS
1/2" UNLESS OTHERWISE NOTED
1/8" RADIUS TYPICAL
EXPANSION d
. vD.: .:..vD. vD.: '..:..vD.:
JOINT MATERIAL v . v
°0 °0p�.ao .:vD.: ._
GRANULAR FILL n n Do,— o., , �-:d ve
WHERE JOINT WILL BE LEFT PERMANENTLY
FINISH MATERIAL SET JOINT FILLER FLUSH
WITH TOP OF SLAB.
SLAB ISOLATION JOINT DETAIL
NOT TO SCALE
HAN(
BITUMINOUS PAVEMENT
TYPICAL SECTION THROUGH BI-FOLD ELECTRIC DOORS
NOT TO SCALE
NOTES (Bl—FOLD ELECTRIC HANGAR DOORSI
1. DOORS SHALL BE OVERHEAD BI—FOLD DOORS. DOOR MANUFACTURER SHALL
SUPPLY ALL STRUCTURAL AND ELECTRICAL COMPONENTS AND HARDWARE FOR
COMPLETE DOOR INSTALLATION. BUILDING COMPONETS SHALL MEET
TOLERANCES AS REQUIRED BY THE DOOR MANUFACTURER TO INSURE PROPER
DOOR OPERATIONS.
2• ONE 3'-0" x 6'-6" ACCESS DOOR SHALL BE INSTALLED FOR EACH HANGAR AREA.
DOORS IN HANGAR DOOR SHALL BE SLIM PROFILE, SIDE HINGED, AND SWING
OUTWARD. INSTALLATION SHALL INCLUDE ALL HARDWARE, INCLUDING LOCKS,
REQUIRED FOR COMPLETE INSTALLATION. CONTRACTOR SHALL PROVIDE 2 SETS OF
KEYS FOR EACH LOCK AT THE COMPLETION OF THE PROJECT. DOOR LOCATIONS
MAY BE SET BY MANUFACTURER TO ALLOW FOR INSTALLATION COMPATIBLE WITH
DOOR FRAMING SYSTEM.
3. DOORS SHALL BE INSTALLED WITH ADEQUATE WINDSEALS/WEATHERSTRIPPING
TO PROVIDE A WEATHER TIGHT STRUCTURE. SEE PROJECT SPECIFICATIONS.
4. DOOR SECTION, OPERATOR, AND ROLLER DETAIL ARE SHOWN TO INDICATE GENERAL
TYPE OF DOOR TO BE PROVIDED. CONTRACTOR MAY SUBMIT DOORS WITH OPTIONAL
DETAILS. DOORS SHALL BE SIMILAR TO THOSE MANUFACTURED BY WILSON INDUSTRIAL
DOORS OR APPROVED EQUAL.
zl(n
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ll�l
lvy •.•MP..o�`•
Date
FEBRUARY 2008
Scale
AS SHOWN
Drawn
PSC
Checked
JMM
Project No.
2301-0701
Sheet No
12

DETAIL "A"
(COLUMN PROTECTION AT FIREWALL)
SIDEWALL COLUMN
STEEL CORNER
(TYPICAL)
TWO LAYERS
FIRECODE
SHEETROCK EACH
APPLY FUEL RESISTANT NON -HARDENING SEALANT
OR MASTIC, MINIMUM 2" WIDE, APPLIED TO CLEo*
SURFACES CONTINUOUSLY BETWEEN THE SILL ANGLE
OVERLAP AND THE BUTTED SILL ANGLE
TO PROVIDE A WATER/FUEL TIGHT BARRIER
CURB ANGLE FASTENER #12 MIN
THROUGH OVERLAP AND SILL ANGLE
TWO LAYERS OF
FIRECODE CORE SHEETROCK
EACH SIDE
TOP VIEW
TWO LAYERS OF
FIRECODE CORE SHEETROCK
EACH SIDE
STEEL CORNER
DETAIL "B"
EACH SIDE
3 HOUR DRYWALL FIRE BARRIER (UL-U419)
(MUST MEET 3 HOUR FIRE BARRIER REQUIREMENTS)
NOTES:
1. 3 HOUR DRYWALL FIRE BARRIER TO BE INCLUDED IN BASE BID
FOR 10-UNIT T-HANGAR
2. CONTRACTOR MAY SUBSTITUTE 3 LAYERS OF 1/2" OR 5/8"
WALL BOARD FOR 2 LAYERS OF 3/4" WALL BOARD
3. SEE ADDITIONAL DETAILS AND NOTES ON SHEET 11
€12 FASTENER (MIN)
FHRU SHEETING AND OVERLAP
PARTITION SHEETING
CURB ANGLE FASTENER
#12 MIN THROUGH
OVERLAP AND SILL ANGLE
,I ^ cTrrl n�rl ,r,
)LUMN
TWO LAYERS OF
FIRECODE COF
SHEETROC
EACH SIC
4" STEEL STUD
STUD
TWV lJ\I LI\J Vr ;
FIRECODE CORE SHEETROCK
EACH SIDE
NOTES:
DETAIL "C"
CEE CHANNEL
HSS 4" X 4" GIRT
L CORNER
"EEL STUD
ROOF currTuln
TWO LAYERS OF
FIRECODE CORE
SHEETROCK
EACH SIDE
1. FLOOR AND CEILING RUNNER - NOT SHOWN - 25 MSG (MIN) GALV STEEL 1" HIGH, RETURN LEGS 2-Y2" WIDE (MIN), ATTACHED TO FLOOR
AND CEILING WITH FASTENERS 24" O.C.
2. STEEL STUDS
-2Y" WIDE
(MIN),
1�16" LEGS, %" RETURN, FORMED OF 25 MSG (MIN) GALV STEEL. MAXIMUM STUD SPACING 24" O.C.
3. ALL EXPOSED
SURFACES
TO BE
FINISHED AND PAINTED. JOINTS SHALL BE TAPED AND FINISHED. CONTRACTOR SHALL APPLY ONE COAT OF
LATEX PRIMER AND
TOP COAT.
COLOR
TO MATCH INTERIOR WALL PANEL COLOR,
4. WALLBOARD, GYPSUM* - 3/4 IN. THICK OUTER LAYER PAPER OR VINYL SURFACE. (LAMINATED SYSTEM) WALLBOARD APPLIED VERTICALLY IN
TWO LAYERS. INNER LAYER ATTACHED TO STUDS WITH 1 IN. LONG TYPE S STEEL SCREWS SPACED 8 IN. O.C. ALONG VERTICAL EDGES, AND 12 IN.
O.C. IN THE FIELD. OUTER LAYER LAMINATED TO INNER LAYER WITH JOINT COMPOUND, APPLIED WITH A NOTCHED SPREADER PRODUCING
CONTINUOUS BEADS OF COMPOUND ABOUT 3/8 IN. IN DIAMETER, SPACED NOT GREATER THAN 2 IN. O.C. JOINTS OF LAMINATED OUTER LAYER
OFFSET 12 IN. FROM INNER LAYER JOINTS. OUTER LAYER WALLBOARD ATTACHED TO FLOOR AND CEILING RUNNER TRACK WITH 1-5/8 IN. LONG
TYPE S STEEL SCREWS SPACED 12 IN. O.C.
OPTIONAL, (DIRECT ATTACHED SYSTEM), INNER LAYER ATTACHED TO STUDS WITH 1 IN. LONG TYPE S STEEL SCREWS SPACED 16 IN. O.C. IN THE
FIELD AND ALONG THE VERTICAL EDGES. OUTER LAYER ATTACHED TO THE STUDS OVER THE INNER LAYER WITH 1-5/8 IN. LONG TYPE S STEEL
SCREWS SPACED 16 IN. O.C. IN THE FIELD ALONG THE VERTICAL EDGES AND 12 IN. O.C. TO THE FLOOR AND CEILING RUNNERS. JOINTS OF
SCREW -ATTACHED OUTER LAYER OFFSET FROM INNER LAYER JOINTS.
NOM %2" THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED,
CANADIAN GYPSUM CO., LTD. - TYPES C, SCX, SHX, WRX.
CELOTEX CORP. - TYPE 1 OR FRP.
DOMTAR GYPSUM - TYPE C, 4 OR 9.
GEORGIA-PACIFIC CORP. - TYPE GPFS-3.
GOLD BOND BUILDING PRODUCTS A NATIONAL GYPSUM DIV. - TYPES FSW, FSW-G.
JAMES HARDIE GYPSUM - TYPE FIRE X.
STANDARD GYPSUM CORP. - TYPE SGC OR SGC-G.
TEMPLE-EASTEX INC. - TYPES T, VPB-TYPE T.
UNITED STATES GYPSUM CO. - TYPE C, FCV, IP-XI, IP-X2, SCX, SHC, SHX, WR-C, OR WRX.
WESTERN GYPSUM CO. - TYPE 1.
WEYERHAEUSER CO., GYPSUM DIV. - TYPE DDN1 OR DDG2.
* BEARING THE UL CLASSIFICATION MARKING
5. ALL COSTS ASSOCIATED WITH THE 3-HOUR DRYWALL FIRE BARRIER SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR 14-UNIT T-HANGAR.
e
� e
END VIEW
PARTITION SHEETING
#12 FASTENER (MIN)
THRU SHEETING AND SILL ANGLE
APPLY FUEL RESISTANT NON -HARDENING SEALANT
OR MASTIC, APPLIED TO CLEAN SURFACES
CONTINUOUSLY BETWEEN THE SILL ANGLE
OVERLAP AND THE BUTTED SILL ANGLES
TO PROVIDE A WATER/FUEL TIGHT BARRIER
APPLY FUEL RESISTANT NON -HARDENING SEALANT
OR MASTIC, MINIMUM 2" WIDE, APPLIED TO CLEAN
SURFACES CONTINUOUSLY UNDER SILL ANGLE
TO PROVIDE A WATER/FUEL TIGHT BARRIER.
GALVANIZED GAS CURB ANGLE
6" X 3" X 11 GA (MIN)
PLACED WITH LONG LEG UP
CONTRACTOR SHALL CAP OR CUT
EXPOSED END OF SCREWS
CURB ANGLE FASTENER
#12 MIN ® 2' O.C.
APPLY FUEL RESISTANT NON -HARDENING SEALANT
OR MASTIC, MINIMUM 2" WIDE, APPLIED TO CLEAN
SURFACES CONTINUOUSLY UNDER SILL ANGLE
TO PROVIDE A WATER/FUEL TIGHT BARRIER.
SECTION D - D
a d !
2" MIN
I IJJ T n T
INTERIOR COLUMN
PARTITION SHEETING
#12 FASTENER (MIN)
THRU SHEETING AND SILL ANGLE
GAS CURB DETAIL
REQUIRED CONTINUOUSLY ALONG ALL PARTITION WALLS
kNNEL
ROOF PURLIN
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Date
FEBRUARY 2008
Scale
AS SHOWN
Drawn
PSC
Checked
JMM
Project No.
2301-0701
Sheet No.
13

PANEL
P1 MOUNT
RACK, SEE
FRONT ELEVATION - 14 UNIT HANGAR
1 /16"= 1'-0"
ROOF VENT
12
SIDE ELEVATION
1 /16"= 1'-0"
12'-0" CLEAR, UNITS 1 THROUGH 14
LEGEND
4' FLUORESCENT, FIXTURE WITH 2-T8 LAMPS AND ELECTRONIC
EXIBALLAST
& MATCHING LAMPS. "A' DENOTES FIXTURE TYPE, "b"
DENOTES DEVICE CONTROLLING, "E-l" DENOTES PANEL & CIRCUIT
ELECTRICAL SOURCE CONNECTED.
153
EXPLOSION PROOF SWITCH RATED 120 VOLT A/C, 20 AMP
APPLETON EDS SERIES. "a" DENOTES DEVICE BEING CONTROLLED.
MTG. HT. 48" AFF.
E-5
EXPLOSION PROOF RECEPTACLE RATED 125VAC, 20A, 1 HP
1eM1
APPLETON SERIES EFSB. PROVIDE MATCHING PLUG. 'E-5" DENOTES
CIRCUIT CONNECTED, MTG. HT. 48" AFF.
150W PULSE START MH FLOODLIGHT WITH INTEGRAL PHOTO ELECTRIC
E-14
CONTROL, MOUNTED TO BLD'G W/ 2' PIPE BRACKET. "B" DENOTES
FIXTURE TYPE, "E-14" DENOTES PNL & CIRCUIT CONNECTED.
E
L "E PANEL E. MOUNTED ON TYPICAL MOUNTING FRAME. SEE MTG FRAME DETAIL.
BIFOLD DOOR EXPLOSION PROOF DOOR SWITCH (SUPPLIED AND
® INSTALLED BY G.C.) MOUNTED ON PARTITION WALL V-6" FROM DOOR
COORDINATE INSTALLATION WITH E.C. SUBMIT SHOP DRAVANG FOR
BIFOLD DOOR EXPLOSION PROOF SWITCH MOUNTING FOR APPROVAL.
E-2 20A, 120V DUPLEX GRD RECEPT. MOUNTED IN CAST BOX. "2"
DENOTES CIRCUIT CONNECTED, "E" DENOTES PANEL SOURCE.
® DOOR CONTROLLER PANEL SHALL BE PROVIDED & INSTALLED BY G.C.
CONTROL WIRING FROM CP TO EXPLOSION PROOF DOOR SWITCH SHALL
BE PROVIDED BY G.C. THE E.C. SHALL PROVIDE AN EMPTY (1")
CONDUIT FROM THE EXPLOSION PROOF SWITCH TO THE DOOR CONTROL
PANEL -PROVIDED BY THE G.C. THE G.C. SHALL INSTALL THE CONTROL
WIRE IN THE (1-)CONDUIT AND CONNECT THE WIRES ON EACH END.
CONDUIT ROUTED UNDERGROUND.
1 HP DOOR MOTOR PROVIDED AND INSTALLED BY GC.
E-t7,73 EC TO PROVIDE POWER WIRING TO DOOR CONTROL PANEL.
O MOTORS THAT ARE TO BE MOUNTED IN EXPLOSION ZONE
SHALL BE EXPLOSION PROOF. REFER TO NOTE #30. E-11, 13 DENOTE
CIRCUIT SUPPLYING DOOR MOTOR. PROVIDE FLEXABLE CONDUIT FOR
CONNECTION TO MOTOR AND CONTROL PANEL.
E-5 HOT DIPPED GALVANIZED RIGID STEEL
—'� CONDUIT HOME RUN SURFACE MTD TO BLD'G
STRUCTURE. E-5 DENOTES CONNECTED TO PANEL E CIRCUIT #5
WP WEATHER PROOF
O CAST JUNCTION BOX WITH THREADED HUBS.
SIZE TO SUIT CONDUITS AND CONDUCTORS.
O STATIC ELECTRICITY GROUND RECEPTACLE FLUSH MTD IN FLOOR.
CROUSE HINDS G.R.C. WITH 3/4" DIA. X 10' GRD ROD. SEE DETAIL.
GENERAL NOTE:
REFER TO TBI DRAWING #5 FOR ALL DIMENSIONS. DIMENSIONS
SHOWN ON THIS DRAWING ARE APPROXIMATE AND ARE NOT TO BE
USED EXCEPT AS GENERAL INFORMATION.
1�.' . JVERHEAD DOOR
(COORDINATE LOCATION
WITH OWNER)
LIGHT FIXTURE SCHEDULE
FIXTURE
TYPE
WATTS
NO. & TYPE
OF LAMPS
MANUFACTURER
COLUMBIA KL4-232—EB8Z-PAF—POR W/POR REFLEC. &
A
100
2—T8
ENERGY EFFICIENT BALLAST AND LAMPS. BALLAST SHALL
BE RATED FOR 0 DEG. F TEMPERATURE OPERATION.
OR APPROVED EQUAL.
B
205
PULSE
HUBBELL #MHSK-175H-468-1—PCR PULSE START COMPLETE
MART
H
W/INTERGRAL PHOTO CELL & SLIP FITTER OR APPROVED EQUAL
2 3/4"
FINISHED FLOOR ELEV,
BEAD CHAIN
n
N
a
M
3/4' - I❑NC THREAD
3/4' X 10' C❑PPERCLAD GROUND ROD,
STATIC ELECTRICITY GROUND RECEPTACLE DETAIL
NOT TO SCALE
LEGEND
INDICATES PERSONNEL DOORS.
PROVIDE 3'-0" WIDE DOORS WITHIN
HANGAR DOORS.
— —
CONTRACTION JOINT
COLUMN CENTERLINE
PARTITION WALLS
HANGAR UNIT NUMBER
COLUMN LINE LOCATION
®
COLUMN LOCATION
w
'M
Y
4
.�
a
o is
a�
aF
Z �
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0344888�"; `
'mnnnum,o
Date
FEBRUARY 2008
Scale
Drawn
PWW
Checked
WTS
Project No.
2301-0701
Sheet No.
El

PANEL P1
_2DL AMP
1 24 VOLTS
-1_ PHASE
_Z__ WIRES
200 AMP MAIN C/B
00 LOAD CENTER
NEMA 3R
ENCLOSURE
SURF MTG
10KAIC
IC RATING
NOTE:
1- PANEL TO BE SERVICE ENTRANCE RATED 4- PROVIDE PANEL
2- CIRCUIT BREAKERS SHALL BE PLUG-IN TYPE.
3- PANEL BUS BARS SHALL BE TIN PLATED COPPER BUS.
LOAD
DESIGNATION
TYPED ON
DIRECTORY
COND.
*)
GRND.
WIRE
SIZE
BRKR.
RAT'G.
cKr.
NO.
Bus
s/N & c/B
OA OB
cKr.
NO.
BRKR.
RAT'G.
WIRE
SIZE
GRND.
COND.
*�
DESIGNATION
TYPED ON
DIRECTORY
LOAD
KVA
q
g
A
B
1.5
LTS' HGR' #5 THRU
20/1
1
2
LTS' HGR''S6#3 THRU
1.5
1.6
RECEPT
20/1
3
4
RECEPT
1.6
1.5
1RECEPT
20/1
5
6
RECEPT
1,5
1.5
SPARE
20/1
7
8
SPARE
1.5
1.04
DOOR DOOR
MOTOR #1
20/2
9
10
DOOR DOOR
MOTOR #2
1.04
1.04
11
H�c12
1.04
1.04
DOOR DOOR
MOTOR #3
20/2
13
14
DOOR DOOR
MOTOR #4
1.04
1.04
15
16
1.04
1.04
DOOR DOOR
MOTOR #5
20/2
17
18
DOOR DOOR
MOTOR #6
1.04
1.04
19
20
1.G4
1.04
DOOR DOOR
MOTOR #7
20/2
21
22
DOOR DOOR
MOTOR #8
1.04
1.04
23
24
1.04
1.04
DOOR DOOR
MOTOR #9
20/2
25
26
DOOR DOOR
MOTOR #10
1.04
1.04
27
28
1.04
1.04
DOOR DOOR
MOTOR #11
zo/z
29
30
DOOR DOOR
MOTOR #12
1.04
1.04
31
32
1.04
1.04
DOOR DOOR
MOTOR #13
20/21.04
33
DOOR DOOR
MOTOR #14
1.04
35
fl34
1.04
1.5
POWER RECEPT
2o/1
37
POWER RECEPT
1.5
1.5
POWER RECEPT
20/1
39
d38
POWER RECEPT
1.5
TYPE LOAD
LGT
RECEPT
MOTOR
DIVERSFIED FLA =
N.C. 50/2 N.O.
aLLJ
¢ Lu a cWi
K 0 or-Q Lit W Z)
0U)Of
ww -�0
M D_ U)
Lu 0]
CONNECTED LOAD (KVA)
1.50
6.00 DF DEMAND LOAD
24.00 100% 1.50
100% 6.00
39,000 = 162.5 AMPS
TOTAL RIGHT
TOTAL LEFT
GROSS PHASE TOTAL
8.28 7.50
23.2 24.0
31.48 31.5
ELECTRICAL SPECS
SPECIFICATIONS
1. THE CONTRACT DOCUMENTS SHALL CONSIST OF THE COMPLETE PROJECT
SPECIFICATIONS AND WORKING DRAWINGS INCLUDING BUT NOT LIMITED
TO ADVERTISEMENT FOR BIDS, INSTRUCTION TO BIDDERS, GENERAL AND
SUPPLEMENTARY GENERAL CONDITIONS AND ADDENDA ITEMS. THE
CONTRACT DOCUMENTS SHALL BE COMPLIMENTARY AND WHAT IS
REQUIRED BY ANY PART OF THE CONTRACT DOCUMENTS FOR
ELECTRICAL EQUIPMENT MATERIAL, SERVICE, OR LABOR SHALL BE AS
BINDING AS IF REQUIRED SOLELY BY THE ELECTRICAL CONTRACT
DOCUMENTS.
2. THE ELECTRICAL CONTRACT DOCUMENTS REQUIRE THE ELECTRICAL
CONTRACTOR, HENCE FORTH REFERRED TO AS THE E.C., TO PROVIDE
THE COMPLETE INSTALLATION OF ALL ELECTRICAL EQUIPMENT, MATERIAL,
SERVICES, LABOR, ETC., REQUIRED FOR THE COMPLETE INSTALLATION,
INCLUDING WORK REASONABLY INFERABLE FROM THE CONTRACT
DOCUMENTS AS BEING NECESSARY TO PRODUCE THE INTENDED
RESULTS.
3. THE E.C. SHALL PERFORM HIS WORK CONCURRENTLY WITH ALL OTHER
TRADES DURING STANDARD WORK DAYS OF MONDAY THROUGH FRIDAY. THE
E.C. SHALL HAVE A JOURNEYMAN ELECTRICIAN ON THE JOB DURING ALL
PERIODS THAT REQUIRE THE PLACEMENT OR INSTALLATION OF ANY
ELECTRICAL EQUIPMENT OR MATERIAL. THE GENERAL CONTRACTOR WILL BE
THE PROJECT COORDINATOR AND THE E.C. SHALL PERFORM HIS WORK IN A
TIMELY MANNER WITH ALL OTHER TRADES.
4. ALL ELECTRICAL MATERIAL SHALL BE NEW AND UNUSED. DEFECTIVE
ELECTRICAL EQUIPMENT AND/OR MATERIAL SHALL BE REMOVED AND
REPLACED BY THE E.C. AT HIS EXPENSE.
5. THE E.C. SHALL BE RESPONSIBLE FOR CHECKING ALL FINISHES PRIOR
TO PURCHASING ELECTRICAL MATERIALS. PROVIDE MATERIALS THAT ARE
COMPATIBLE WITH EQUIPMENT FINISH. NON COMPATIBLE MATERIALS SHALL
BE REPLACED BY THE E.C. AT HIS EXPENSE.
6. THE E.C. SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED
UNDER THE ELECTRICAL CONTRACT FOR A PERIOD OF ONE YEAR FROM
DATE OF WRITTEN ACCEPTANCE BY THE OWNER.
7. THE E.C. SHALL OBTAIN ALL PERMITS AND PAY ALL PERMIT FEES
REQUIRED FOR THE ELECTRICAL WORK DONE UNDER THIS CONTRACT.
8. THE OWNER WILL BE RESPONSIBLE FOR ANY FEES IMPOSED BY THE
POWER COMPANY FOR ELECTRICAL SERVICE.
9. IT SHALL BE THE RESPONSIBILITY OF THE E.C. TO VERIFY THAT ALL
ELECTRICAL ITEMS TO BE FURNISHED FIT THE SPACE AVAILABLE.
10. THE CIRCUIT DISTANCE FOR 20 .AMPERE CIRCUITS WITH #12 AWG WIRE
TO THE PANEL SHALL NOT EXCEED 60 FEET. WHERE THE DISTANCE
EXCEEDS 60 FEET, USE #10 AWG WIRE IN LIEU OF #12 AWG WIRE.
11. DO NOT SCALE THESE DRAWINGS, FIELD VERIFY ALL DIMENSIONS.
12. ALL ELECTRICAL COMPONENTS INCLUDING BUT NOT NECESSARILY LIMITED
TO PANELS, PIN TYPE POWER RECEPTACLE.
SHALL BE IDENTIFIED WITH NAME PLATE ENGRAVED ON
LAMICORE PLATES WITH BLACK BACKGROUND AND 3/16" HIGH WHITE
LETTERS. ATTACH TO EXTERIOR OF CABINET WITH MACHINE SCREWS.
13. ALL WORK SHALL BE COORDINATED WITH ALL TRADES TO PROVIDE A
THOROUGHLY COORDINATED INSTALLATION THAT MEETS ALL CODE
CLEARANCES AND IS FREE OF CONFLICTS.
14. OUTLET BOXES LOCATED IN CLASS 1, DIVISION 2 HAZARDOUS AREAS SHALL BE
UL APPROVED FOR USE IN CLASS 1 DIVISION 2 HAZARDOUS AREAS AND SHALL
BE SUITABLE FOR NUMBER OF DEVISES TO BE INSTALLED.
15. ALL HANGER SPACES WHERE AIRCRAFT MAY BE STORED AND OR SERVICED SHALL BE
CONSIDERED TO BE CLASSIFIED AS CLASS 1 DIVISION 2 HAZERDOUS AREAS.
OUTLET SWITCHES MOTORS, MOTOR CONTROLLERS, DEVICE BOX, CONDUIT
AND WIRING LOCATED IN THESE AREAS SHALL BE UL APPROVED EXPLOSION PROOF DEVICES.
PROVIDE SEAL OFF FITTINGS IN CONDUIT THAT ENTER OR LEAVE HAZARDOUS AREA
ACCORDANCE WITH NEC.
16. ALL ELECTRICAL COMPONENTS, WHERE INDICATED OR REQUIRED, SHALL
BE PROVIDED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL
ELECTRICAL CODE, STATE, AND LOCAL BUILDING CODES.
17. ALL WIRE SHALL BE COPPER WITH TYPE THHN/THWN DUAL RATED
INSULATION. MINIMUM WIRE SIZE SHALL BE #12 AWG. #12 AND #10 MAY
BE SOLID, #8 AND BELOW SHALL BE STRANDED.
18. CONDUIT IN SLAB OR BELOW GRADE SHALL BE PVC SCHEDULE 40
UNLESS RESTRICTED BY LOCAL CODES. CONDUIT TURNED UP OUT OF
SLAB SHALL BE SCHEDULE 80 PVC.
19. WIRING DEVICES SHALL BE LEVITON SPEC MASTER OR APPROVED EQUAL.
PROVIDE IVORY COVER PLATES.
20. REFER TO FIXTURE SCHEDULE FOR LIGHT FIXTURE SPECIFICATIONS
AND/OR MODEL NUMBERS.
21. PROVIDE EACH CIRCUIT WITH A GROUND WIRE (GREEN) PULLED INSIDE
CONDUIT WITH CIRCUIT CONDUCTORS. BOND GROUND WIRE IN PANEL AND
AT DEVICE WITH A BOLTED CONNECTION TO CLEAN BRIGHT METAL. PROVIDE
GROUNDING BUSHINGS AS REQUIRED.
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22.
ALL WIRING SHALL BE INSTALLED IN CONDUIT SYSTEM THAT COMPLY WITH
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THE NEC RIGID SCHEDULE 80 PVC. NON-METALLIC CONDUIT SHALL BE USED
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BELOW GRADE & SHALL COMPLY WITH ARTICLE 374 OF THE N.E.C.
RIGID STEEL CONDUIT SHALL BE USED IN ALL
CLASS I DIVISION 2 HAZARDOUS AREAS, EMT WITH COMPESSION TYPE
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COUPLING FITTINGS SHALL BE UTILIZED IN ALL INSIDE SPACE THAT ARE NOT
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CLASS I, DIVISION L HAZARDOUS AREAS.
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23.
ALL SPACE INSIDE HANGERS BELOW 13 FEET ABOVE FINISHED FLOOR
SHALL BE CLASSIFIED AS A CLASS 1, DIVISION 2.
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HAZARDOUS SPACE. PROVIDE RIGID STEEL GAL CONDUIT, CONDUIT SEALS
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AND U.L. LABELED DEVISES AND EQUIPMENT APPROVED FOR USE IN CLASS 1,
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DIVISION 2 AREAS/SPACES FOR THE SPACE DEFINED ABOVE.
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WIRE COLOR CODING SHALL BE AS FOLLOWS:
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120/240 VOLT SYSTEM: PHASE A -
BLACK; PHASE B - RED; NEUTRAL - WHITE; AND GROUND - GREEN.
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25.
DISCONNECT SWITCHES WHERE UTILIZED SHALL BE HEAVY DUTY. SWITCHES IN
0.
DRY INDOOR LOCATIONS MAY BE NEMA I. SWITCHES IN WET LOCATIONS
SHALL BE NEMA 4 STAINLESS STEEL.
26. ALL CONDUCTOR CONNECTORS SHALL BE COMPRESSION TYPE. SPLIT
BOLT CONNECTORS WILL NOT BE ACCEPTED. PROVIDE HEAT SHRINK INSULATION
OVER COMPRESSION CONNECTOR.
27. THE E.C. SHALL VERIFY ALL CIRCUIT BREAKERS, WIRE AND CONDUIT
SIZES PRIOR TO INSTALLATION. ANY CONFLICTS IN RATINGS SHALL BE
INCREASED TO COMPLY WITH MINIMUM CODE REQUIREMENTS.
28. REFER TO PANELBOARD SCHEDULE FOR PANELBOARD REQUIREMENTS.
REFER TO P1 SCHEMATIC SCHEDULE FOR C/B RATINGS. & CONDUCTOR SIZES.
29. THE E.C. SHALL LOCATE AND SIZE ALL OPENINGS REQUIRED FOR HIS
EQUIPMENT AND SHALL PROVIDE THIS INFORMATION TO THE GENERAL
CONTRACTOR IN TIME SO AS TO NOT DELAY THE PROJECT. E.C. SHALL BE
RESPONSIBLE FOR THE COST OF CUTTING AND PATCHING REQUIRED TO
30. REFER TO LEGEND FOR EXPLOSION PROOF SWITCH & RECEPTACLE MAKE &
MODEL NUMBERS. APPROVED EQUAL DEVICES MAY BE ACCEPTED. REQUEST APPROVED
MFR. SEVEN DAYS PRIOR TO RECEIPT OF BIDS. PROVIDE ALL RECEPTS WITH MATCHING PLUGS.
PANEL 1 SHALL BE PROVIDED WITH A NORMAL SOURCE MAIN C/B AND A
STANDBY PANEL SOURCE MAIN C/B MECHANICALLY INTERLOCKED.
SEE PANEL P1 SCHEULE.
31. PANEL P1 SHALL BE A 225 AMP MAIN, 200 AMP MAIN C/B,
480-120/240 VOLT, 1 PHASE, 3 WIRE SERVICE ENTRANCE RATED PANEL IN A
NEMA 4 STAINLESS STEEL SURFACE MOUNTED ENCLOSURE. BUS BARS
SHALL BE TIN PLATED COPPER .
REFER TO PANEL SCHEDULE ON CONTRACT DOCUMENTS. APPROVED EQUAL
MFG. PANELS SHALL BE BY CUTLER HAMMER, SQUARE D OR SIEMANS.
32. CONTRACTOR SHALL PROVIDE DETAILED SHOP DRAWINGS OF MOUNTING
FRAMES FOR APPROVAL. SHOP DRAWINGS SHALL BE BASED UPON
UTILIZING THE VARIOUS APPROVED SIZES OF PANELS AND ENCLOSURES
THAT WILL BE PROVIDED. MOUNTING FRAMES MATERIAL SHALL CONSIST OF
4" HEAVY WALL 304 STEEL POST AND CHANNEL. WELD ALL CONNECTIONS.
PROVIDE SUFFICIENT CHANNEL TO RIGIDLY MOUNT THE VARIOUS PANELS
AND COMPONENTS TO.
ALL ELECTRICAL MATERIALS AND COMPONENTS SHALL BE UL OR THIRD PARTY LABELED.
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FEBRUARY 2008
Scale
NONE
Drawn
PWW
Checked
WTS
Project No.
2301-0701
Sheet No.
E2

NORMAL SOURCE & STAND BY SOURCE OPERATIONAL PROCEDURE.
1 - NORMAL SOURCE OPERATION
PLACE MECHANICAL INTERLOCK IN POSITION WHERE 200 AMP NORMAL MAIN
SOURCE C/B IS IN ON POSITION AND 50 AMP STANDBY SOURCE MAIN C/B IS
IN OFF POSITION. WHEN OPERATED IN NORMAL SOURCE POSITION ALL PANEL
FEEDER & BRANCH CIRCUIT C/B'S SHOULD BE IN THE ON POSITION.
2 - STAND BY SOURCE OPERATION
a - PLACE MECHANICAL INTERLOCK IN POSITION WHERE 50 AMP STANDBY SOURCE
MAIN C/B IS IN THE ON POSITION AND NORMAL SOURCE MAIN C/B IS IN OFF
POSITION.
6 - TURN OFF ALL RECEPTACLE & DOOR OPERATOR FEEDER & BRANCH CIRCUIT
C/B'S. LIGHTING BRANCH CIRCUITS MAY BE LEFT IN THE ON POSITION.
c - CONNECT STANDBY GENERATOR TO RESPECTIVE PANEL VIA THE PIN & SLEEVE
POWER RECEPTACLE. AFTER STANDBY GENERATOR IS UP AND RUNNING A
MAXIMUM OF TWO DOOR MOTOR CIRCUITS MAY BE TURNED ON AT THE SAME
TIME TO OPERATE TWO HANGER DOORS.
d -WHEN STANDBY POWER IS SHUT DOWN & REMOVED SWITCH THE NORMAL
SOURCE MAIN C/B BACK ON AND TURN ALL PANEL BRANCH & FEEDER C/B'S
TO THEIR ON POSITION.
WIDTH T❑ SUIT PANEL
M
4" ROUND SS PIPE-/ I I I / PANEL
LENGTH AS REQ'D.
P1
1-5/8X1-5/8"—v FULL SEAM WELD'
12GA STAINLESS STEEL ALL CONNECTIONS
CHANNEL (TYP) (TYP)
3" SCHEDULE 40
TOP OF
GRADE
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3" ea
TO GROUND
SYSTEM, SEE 7 I 6
II` 6�-
E3 E4 2 3-1/2
---J ----
MOUNTING PLATE, SEE I—r
T—HANGAR BLDG "A"
MELTRIC PIN & SLEEVER PLUG PANEL P1
& RECEPTACLE AS FOLLOWS: 120/240V
MALE INLET MODEL #63-68076 10-3W
JUNCTION BOX/ANGLE MODEL ENCLOSUR
#61-6AO53-080-X FEMALE
RECEPTACLE MODEL #63-64076
WATER PROOF HANDLE
#61-6AO13-X
1
E3 E3
VINYL MARKER
TAPE
3" SCHEDULE 40 PVC SERVICE LATERAL CONDUIT
SEE HANGER PLAN ON DWG. E1.
AND ELECTRICAL SITE PLAN DWG E4
FOR LOCATION. SECTION OF PVC CONDUITS
TURNED UP OUT OF GROUND SHALL BE SCHEDULE
80 PVC. BURY MINIMUM 2' BELOW GRADE.
SEE PANEL MOUNTING FRAME
E3 E3
-3#6&1 #6GRDIN1Ya"C
DO NOT BOND NEUTRAL AT
GENERATOR
3/4" SCHEDULE 80 PVC CONDUIT
TO 12" BELOW GRADE /
z POWER SERVICE RISER DIAGRAM
E3 Ei N.T.S.
POWER CO. METER
-METER BASE, COORDINATE WITH POWER CO. SHOULD
POWER CO. C.T. CABINET MOUNT C.T.CABINET
ON OPPOSITE SIDE FROM METER BASE
PANEL MTG FRAME
PROVIDE SHOP DRAWINGS WITH
PANEL DIMENSIONS FOR APPROVAL.
MELTRIC POWER
RECEPT GALV.
MOUNT MELTRIC PIN & SLEEVE
RECEPTACLE BOLTED TO MTG PLATE (TYP)
GRADE
6X6X1/2" THICK
STEEL PLATE
FULL SEAM WELD
2" RIGID STEEL CONDUIT
PRE -DRILL HOLE FOR
7/16" DIA. BOLTS
aEl
FLOODLIGHT
QUAZITE GROUNDING
TEST WELL W/SCREW COVER
10" DIA. X 24" DEEP (TYP.)
SCREW TOP COVER TO HAVE
GROUND LOGO EMBOSSED IN
TOP, SEE
7
E3 E4
FINISH GRADE
8" SCHEDULE 40 PVC
WITH CONCRETE LIDS (TYP)
#6 BC COPPER GRD (TYP.)
3/4" X 10' COPPER CLAD
GROUND ROD (TIP.)
BUILDING PURLIN (TYP)
VINYL MARKING TAPE
i- PROPOSED PAVEMENT SECTION
FINISH GRADE
MAIN STEEL BEAM COORDINATE WITH GC.
7/16"DIA. SS BOLT (4 REQ'D)
O �— FD MALLEABLE IRON JUNCTION BOX WITH
THREADED HUBS EACH END. CLOSE COUPLE
TO FLOOR LIGHT ARM MOUNTING PLATE
THREADED HUBS EACH END
NOTE:
FLOODLIGHT ARM & MTG PLATE SHALL
BE HOT DIPPED GALVANIZED AFTER
COMPLETE FABRICATION. PROVIDE SHOP
DRAWING FOR APPROVAL.
a MOUNTING PLATE DETAIL
E3 E3 NOT TO SCALE
MAINTAIN 2" CLEARANCE
2" RIGID STEEL CONDUIT
FLOOD LIGHT MTG. ARM W/
MTG. PLATE. HOT -DIP
GALVANIZE AFTER FABRICATION
CONDUIT W/ ALL AROUND
WELD TO MOUNTING PLATE
4
E3 E3
6"X6"X1/2" HOT -DIPPED GALVANIZED
MOUNTING P1L,,ATE FApSTENED TO BLDG
EXTERIOR W/ 4 7/16" DIA. SS BOLTS
EE MTG PLATE DETAIL
4
E3 E3
NOTE:
E.C. TO COORDINATE W/ G.C. FOR LOCATION
& DETAILS OF FLOOD LIGHTS MTG BRACKET
INSTALLATION. INSTALLATION SHALL BE RIGID,
NEAT IN APPEARANCE AND WEATHERTIGHT.
BRACKET & INSTALLAfION DETAILS SHALL BE
PROVIDED W/ FLOOD LIGHTING SHOP DRAWINGS
FOR APPROVAL PRIOR TO FABRICATION.
100 HOLE FOR OUTLET BOX HUB & WIRE
7/16" BOLT HOLE (TYP)
rROOF
FLOGI LIGHT - .AIM .DOW!
FLOODLIGHT PITCH ANGLE ADJUSTMENT
JUNCTION BOX
BLDG.'S STRUCTURAL
STEEL MEMBER.
FINISHED FLOOR
O.
°
Q.-.
a°.
a FLOODLIGHT MOUNTING DETAIL (TYP)
E3 E1 N.rs.
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GALV. RIGID STEEL FLEXIBLE BRANCH CIRCUIT CONDUIT & WIRE
PROVIDED BY AND CONNECTED TO MOTOR &
CONDUIT (TYP) CP BY GC.
YBOL STRUT CONDUIT CLAMP (TYP)
DOOR MOTOR PANEL
METAL CORRUGATED PROVIDED BY GC.
SKIN (TYP) CHANNEL STRUT (TYP)
24"
BACKFILL TRENCH IN ACCORDANCE WITH
SPECIFICATION SECTION P-152
o�
3"
CONDUIT (TYP)
' - (SUPPORTS NOT SHOWN).
"s
CONDUCTOR TRENCH SECTION DETAIL
N.T.S.
s°.
-- 6'-"1
STUB SERVICE LATERAL
CONDUIT 5' OUTSIDE BLD'G
CAP AND LEAVE FOR USE BY UTILITY CO.
2-1/2" SCHEDULE 40
BUILDING PURLIN (TYP)
BUILDING PERLIN (TYP)
EXPLOSION PROOF SWITCH RECEPTACLE
AND DOOR OPERATOR MOUNTING
(RECEPT SHOWN), SEE
5
- E3 E3
2' HIGH BY WIDTH AS REQ'D.
GALV. MOUNTING PLATE TO
ACCOMMODATE WIRING DEVICES.
SECURELY ANCHOR MTG PLATE
a TO PURINLS AND METAL CORRUGATED
SKIN. SUBMIT SHOP DRAWINGS OF
WIRING DEVICES, MTG PLATE AND
BUILDING PROPOSED INSTALLATION
FOR APPROVAL.
i- CONCRETE FLOOR
6 TYPICAL HANGAR CONDUIT/DEVICE MOUNTING DETAIL
E3 E3 N.T.S.
M
DOOR CONTROL PANEL
PROVIDED BY GC.
CP
TO MAIN PANEL C/B (POWER)
MOTOR BRANCH POWER CIRCUIT
PROVIDED BY E.C.
E.0 & GC. SHALL COORDINATE
LOCATION OF JUNCTION
BOX
CONTROL CONDUIT & JUNCTION
BOX PROVIDED BY E.C.THE GC
SHALL PROVIDE CONTROL CABLE
AND CONNECT TO THE CP & THE
EXPLOSION PROOF SWITCH.
6
E3 E3
HANGAR FLOOR
EXPLOSION PROOF DOOR OPERATOR
(UP/DOWN)IN EXPLOSION PROOF
CAST IRON BOX TO BE PROVIDED
BY THE GC. REFER TO TYPICAL
HANGAR CONDUIT/DEVICE MOUNTING
DETAIL FOR MOUNTING REQUIREMENTS.
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Date
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Scale
NONE
Drawn
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WTS
Project No.
2301-0701
Sheet No.
E3

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TAXIWAY"
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RISER DIAGRAM FOR
GROUNDING GRID I
EXISTING
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QUAZITE GROUNDING
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SCREWED COVER,
10"DIAX24"DEEP
(TYP-)
SCREW TOP COVER
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(TYP.).
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FINISHED GRADE
10\- # 1
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8 GROUND SYSTEM DETAIL
E4 E4 N.T.S.
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30 15 0 30 60 90
SCALE IN FEET
1'= 30'
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Date
FEBRUARY 2008
Scale
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Drawn
PWW
Checked
WTS
Project No.
2301-0701
Sheet No.
E4