CJ113.pdf
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V V V V V V V V V V V V V V V V V V V V V V V V V VV VV V V V
RETAINING WALL, RWN
ASPHALT SHOULDER
OPTIONAL OR FUTURE APRON
CONCRETE PAVEMENT, SEE
PHASE 1, VOLUME 3
MOORING POINT (TYP.)
RETAINING WALL, RWE
51 SPACES @ 15' = 765'
4 SPACES @ 12.5' = 50'
11 SPACES @ 15' = 165'
5'
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P A
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SOUTH APPROACH SLAB
INSTALL ASPHALT CONSTRUCTION
JOINT BETWEEN SHOULDER AND
APPROACH SLAB, SEE DETAIL 8 ON
SHEET CJ501 (TYP.)
FLUSH TYPE FIRE HYDRANT
BY ODUS. SEE NOTE 2.
FLUSH TYPE FIRE HYDRANT
BY ODUS. SEE NOTE 2.
FUTURE HANGAR BY OTHERS
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
US Army Corps of Engineers ®
SHEET OF
SHEET ID
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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
60'
SCALE:1"= 30'
0 30'
KEY PLAN
SCALE: 1"=1000'
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CJ113
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LEGEND
ASPHALT PAVEMENT
CONCRETE PAVEMENT
REINFORCED CONCRETE PAVEMENT, SEE
DETAIL 1 ON SHEET CJ502
REINFORCED CONCRETE PAVEMENT AT
DRAINAGE STRUCTURE, SEE SHEET CP501
OR CP514
HMA SHOULDER PAVEMENT
BITUMINOUS-STABILIZED BASE COURSE
PAVEMENT
APPROACH SLAB, SEE STRUCTURE PLANS
TYPE V - THICKENED EDGE AT BASE
COURSE PAVEMENT, PER DETAIL 1 ON
SHEET CJ501
TYPE O - DOWELED CONSTRUCTION
JOINT, PER DETAIL 2 ON SHEET CJ501
TYPE X - DOWELED CONTRACTION JOINT,
PER DETAIL 3 ON SHEET CJ501
TYPE S - THICKENED EDGE AT HMA
SHOULDER, PER DETAIL 4 ON SHEET CJ501
TYPE J - RIGID - FLEXIBLE PAVEMENT
JOINT, PER DETAIL 11 ON SHEET CJ501
TYPE K - JOINT AT SOUTH APPROACH
SLAB, PER DETAIL 5 ON SHEET CJ502
TYPE L - HMA CONNECTION TO RUNWAY,
PER DETAIL 3 ON SHEET CJ502
TYPE M - THICKENED EDGE AT EDGE, PER
DETAIL 5 ON SHEET CJ501
TYPE A - JOINT AT NORTH APPROACH
SLAB, PER DETAIL 10 ON SHEET CJ501
TYPE N - THICKENED EDGE AT ASPHALT
PAVEMENT PER DETAIL 13 ON CJ501
TYPE U - THICKENED EDGE JOINT PER
DETAIL 12 ON CJ501
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NOTE:
1. FOR LOCATIONS AND DETAILS OF MOORING POINTS,
SEE SHEET CP503.
2. FIRE HYDRANTS ARE TO BE DESIGNED AND
CONSTRUCTED BY ODUS. FIRE HYDRANTS LOCATED
IN THE AIRCRAFT APRON ARE TO BE FLUSH TYPE
DRY BARREL HYDRANTS WITH LIDS RATED FOR
HS-20 LOADING. COORDINATION BETWEEN THE
PAVEMENT CONTRACTOR AND ODUS UTILITY
CONTRACTOR IS REQUIRED FOR PAVEMENT
OPENING, JOINTING, AND FINISHED APRON
GRADING.
3. PANELS CONTAINING DRAINAGE STRUCTURES ARE
TO BE REINFORCED CONCRETE PAVEMENT WITH
THICKENED EDGE JOINTS AROUND ITS PERIMETER.
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