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SEE ENTRANCE DETAIL, THIS SHT.
FOR MORE INFORMATION
O
No.
910337 � C
STATE OF �) r
ss /ONAL
CERTIFIED BY:
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0.5'
DETAIL A
0.5'
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REVISIONS
DETAIL -E
(TYPICAL UNLESS NOTED OTHERWISE)
Ex CAWL DRIVE
DETAIL D a• C
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PAUL I. CRIPE, INC.
7172 GRAHAM ROAD
INDIANAPOLIS, INDIANA 46250
(�17) AA10 -a777
TRANSITION FROM CHAIRBACK
O B TO R CURB
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SCALE: 1' =
• CIVIL ENGINEERING CONCEPT CHK:
• LAND SURVEYING
• ARCHITECTURE ENG. CHK:
• LAND PLANNING
'NO LEFT TURN' SIGN
4'r
(TYP-)
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EX. ASPHALT
I PAVEMENT
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FIELD MATCH TO
EX. CURB WITH 5R
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EX. ASPHALT
PAVEMENT
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FOR SITE LIGHTING, SEE ARCHITECTURAL SHT. E106
DRAWN BY: SCALE: DATE: CLIENT:
K.M.T. 1 " =50' 8-25 -93 KROGER
ORFTNG. CHK: DRAWING TITLE:
SITE
PAVEMENT LEGEND
TRUCK LANE
LIGHT DUTY
RIGHT-OF-WAY
PAVEMENT WIDENING
(SEE RIGHT -OF -WAY PVMT. SECTION, THIS SHT.)
PAVEMENT OVERLAY
(SEE OVERLAY PVMT. SECTION, THIS SHT.)
SITE PLAN NOTES:
1. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO FACE
OF CHAIRBACK CURB OR FACE OF INTEGRAL CURB AND WALK. ALL
DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING
FOUNDATION WALL.
2. ALL RADII TO BE 5 FOOT UNLESS OTHERWISE NOTED.
3. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE
ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION.
4. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND
BUILDING DIMENSIONS.
5. ALL PARKING AREAS TO BE CURBED WITH 2 FOOT CHAIRBACK CURB OR
INTEGRAL CURB AND WALK AS SHOWN.
6. ALL PARKING STALLS SHALL BE 9.5'X20' OR 9.5'X18' WHERE ADJACENT
TO SIDEWALK OR GRASS AREA. WHERE INTEGRAL CURB AND WALK IS
ADJACENT TO A PARKING STALL, TWO FEET OF SIDEWALK SHALL BE
UTILIZED AS PARKING AREA OVERHANG.
7. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM
TO APPLICABLE LOCAL STANDARDS.
L 1' 01 MAC SURFACE
2.5" 09 MAC BINDER
PREPARED SUBGRADE COMPACTED TO B" COMPACTED 33 STONE BASE
93X STANDARD PROCTOR (MAX. 3" COMPACTED LIFTS)
LIGHT DUTY PVMT SECTION
NO SCALE
PREPARED SUBGRADE COMPACTED TO-/
9310 MODIFIED PROCTOR
L1" /11 H.A.C. SURFACE
5" 09 H.A.C. BINDER
4" /33 COMPACTED STONE BASE
5" #2 COMPACTED STONE SUBBASE
L1 1/2" 411 H.A.C. SURFACE
S" I/9 H.A.C. BINDER
PREPARED SUB COMPACTED TO 4' X53 COMPACTED STONE BASE
93X MODIFIED IFIED PROCTOR
5" 02 COMPACTED STONE SUBBASE
RIGHT -OF -WAY PVMT SECTION
NO SCALE
fE EX. PAVEMENT
NEW
REMOVE EX. 5' PWT. k CURB
SECTIONS. REPLACE WITH CONCRETE
�- 1" MAC i11 SURFACE
\- R/W PAVEMENT SECTION
WEDGING REQUIRED
OVERLAY PVMT SECTION
NO SCALE
KROGER STORE #J -959 - CARMEL, INDIANA
DWG. TYPE FILE NUMBER SHEET:
JOB NUMBER /202
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