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SITE "B"
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SITE LAYOUT PLAN
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SITE LAYOUT NOTES
1. ALL DIMENSIONS IN CURBED AREAS ARE FACE TO FACE OF CURB.
ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT.
2. ALL EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN EDGE WHERE NEW
PAVEMENT IS TO BE INSTALLED ADJACENT TO EXISTING PAVEMENT.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD
DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL
FIELD CONDITION, THE CONTRACTOR SHALL CONTACTA/E IMMEDIATELY.
4. SEE DETAIL SHEETS FOR TYPICAL CONSTRUCTION DETAILS.
5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING
CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS,
OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR
ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED.
6.
7. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS.
8. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO RIGHT-OF-WAY LINES OR
PROPERTY LINES, UNLESS OTHERWISE NOTED.
9. DISABLED RAMPS SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY
AND LOCAL CODES. SEE PLAN FOR LOCATION AND DETAIL SHEETS FOR
SPECIFICATIONS.
10. SEE DETAIL SHEETS FOR TYPICAL PAVEMENT SECTIONS AND CURB DETAILS.
11. ENDS OF ALL CURBS SHALL BE CHAMFERED.
12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL
AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL,
STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL
BE PER DIRECTION OF AGENCY.
13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL,
AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR
SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE
CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A
REQUIRED MINIMUM.
14. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT
THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT
MATERIAL.
15. ALL CURB RADIUS TO BE A MINIMUM OF 2-0" UNLESS NOTED OTHERWISE.
SITE LEGEND
8" CONCRETE PAVEMENT =
HEAVY DUTY ASPHALT PAVEMENT =
STANDARD DUTY ASPHALT PAVEMENT=
ASPHALT OVERLAY =
KEY NOTES
O4" CONCRETE SIDEWALK (PAVER ALTERNATE)
(SEE DETAIL ON C801) (SEE LANDSCAPE PLANS FOR SCORING AND DIMENSIONS)
O8" CONCRETE PAVEMENT (PAVER ALTERNATE)
(SEE DETAIL ON C801)
33 6" COMBINED CURB & GUTTER
(SEE DETAIL ON C801)
4 6" STRAIGHT CONCRETE CURB
(SEE DETAIL ON C801)
D55 HEAVY DUTY ASPHALT PAVEMENT (PAVER ALTERNATE)
(SEE DETAIL ON C801)
OSTANDARD DUTY ASPHALT PAVEMENT (PAVER ALTERNATE)
(SEE DETAIL ON C801)
OCONCRETE SITE RETAINING WALL
(SEE DETAIL ON C802)
ODEPRESSED CURB & GUTTER
(SEE DETAIL ON C801)
OADA CURB RAMP W/ CAST IRON DOME PLATES (INDOT STANDARDS)
10 4" STRIPING, 45", BLUE, T O.C.
81 1 DISABLED PARKING SYMBOL, BLUE PAINTED
(SEE DETAIL ON C802)
12 4" PAINTED STRIPE, BLUE
13 4" PAINTED STRIPE, WHITE
14 DISABLED PARKING SIGN & CONCRETE BUMPER
(SEE DETAIL ON C802)
15 ARCHITECTURAL WALL, REFERENCE BUILDING ARCHITECTURAL PLANS
(NOT IN CONTRACT)
16 STRUCTURAL COLUMN, REFERENCE VETERAN'S WAY EXTENSION PROJECT
(CONCRETE PAVEMENT SHALL HAVE COLUMN ISOLATION JOINTS AT EACH PIER)
17 STAIR EXTENSION, REFERENCE VETERAN'S WAY EXTENSION PROJECT
(NOT IN CONTRACT)
18 10" RNV CONCRETE PAVEMENT
19 SITE RETAINING WALL
(SEE DETAIL ON C801)
20 CONCRETE STAIRS WITH RAILING
(SEE DETAIL ON C801)
21 SIDEWALK RAMP GREATER THAN 5%
(HANDRAIL REQUIRED)
22 ASPHALT OVERLAY (PAVER ALTERNATE)
(SEE DETAIL ON C801)
EX EXISTING CURB TO REMAIN
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enverity
E N G I N E E R I N G
9229 Delegates Row, Suite 150
Indianapolis, IN 46240
317.706.2075
www.enverityENG.com
Engineer:
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COPYRIGHT & OWNERSHIP OF DOCUMENTS
THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND B THE SOIE
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NATION COINTELLECTUAL NTAINEDH HEREIN CONSTRUTESERI PONT. OR OTHER ST ERVED RIGHTS. ALL
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CONSTRUCTION DOCUMENTS
Set Issue Date Sheet Issue Date
0v09n]
Drawn By Checked By
DBH DBH
Last Revision Date
Sheet Title:
Area '1'
Site Layout Plan
Sheet Number:
C201