HomeMy WebLinkAboutC201 - ENTRANCE PLAN25'W SAN SWR ESMTPROPOSED ROW
130'107.4'90'100'110'10'10.2'R30
.0
'R30.0'37'9'10.0'R3
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'R30.0'10'END WALK
CLAY CENTER ROAD 25.0'
SEE LANDSCAPE SITE PLAN SHEETS
10'3.0'3.0'3.0'3.0'107.9'DRAINAGE ESMT858.0
858.7
855.6
855.1
20'W BMP ACCESS ESMT
20'W BMP ACC
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25'W SAN
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25'W SAN SWR ESMT
25'W SAN SWR ESMT 25'W SAN SWR
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30'W DRAINAGE ESMTPROPO
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OUTDOORMECHANICAL YARD
20' BMP ACCESSEASEMENT
SFINV = 863.2 (6"SSD)INV = 864.2 (6"SSD)
165 LF OF 8" HDPE 170 LF OF 8" HDPE
107 LF OF 8" HDPE
INV = 860.8
107 LF OF 8" HDPE
107 LF OF 8" HDPE
107 LF OF 8" HDPE
92 LF OF 8" HDPE
136 LF OF 8" HDPE
119 LF OF 8" HDPE
119 LF OF 8" HDPE
246 LF OF8" HDPE
151 LF OF 8" HDPE
85 LF OF 8" HDPE
133 LF OF 8" HDPE
SILVAR
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DOMINO DRIV
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CLAY CENTER ROADNO PARKING
NO PARKING NO PARKING
NO PAR
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1.ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB, EDGE OF PAVEMENT
OR THE FACE OF BUILDING UNLESS OTHERWISE SHOWN.
2.BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE. REFER
TO RECORDED PLATS AND SURVEYS FOR ADDITIONAL PROPERTY
INFORMATION.
3.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND DETAILS.
4.TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE
SIDEWALKS AND COMBINED WALKS/CURBS WHERE SHOWN AND AT INTERVALS
NOT TO EXCEED 12 x THE WIDTH OF THE WALK.
5.EXPANSION JOINTS SHALL BE INSTALLED IN CONCRETE PAVEMENTS AND
WALKS AT ALL LOCATIONS WHERE PAVEMENTS AND WALKS ABUT A VERTICAL
SURFACE SUCH AS A CURB, WALL, COLUMN, ETC.
6.CONTRACTION JOINTS SHALL BE PROVIDED AT EQUAL INTERVALS BETWEEN
EXPANSION JOINTS IN CONCRETE WALKS. INSTALL CONTRACTION JOINTS AS
SHOWN BUT IN NO CASE AT INTERVALS GREATER THAN 1.5 x THE WIDTH OF THE
WALK.
1.THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN
OBTAINED FROM AGENCIES HAVING JURISDICTION OVER THE WORK PRIOR TO COMMENCING
CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL OBTAIN AND PAY THE COST OF ALL PERMITS
THAT HAVE NOT BEEN SECURED BY THE OWNER.
2.THE CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY STANDARDS AS ISSUED BY THE
U.S. DEPARTMENT OF LABOR OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION AS SET FORTH IN
FINAL RULE 29, PART 1926, WHERE SUCH REGULATIONS APPLY TO THE WORK.
3.LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE BASED UPON INFORMATION OBTAINED
FROM UTILITY COMPANIES OR THEIR REPRESENTATIVES AND FIELD EVIDENCE OF IMPROVEMENTS
VISIBLE ON THE GROUND SURFACE. EXACT LOCATIONS OF UNDERGROUND UTILITIES HAVE NOT BEEN
VERIFIED. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND REQUEST FIELD LOCATIONS OF
SUCH WITHIN THE WORK AREA PRIOR TO COMMENCING EXCAVATION ACTIVITIES. THE CONTRACTOR
SHALL REPORT ANY VARIATIONS FROM THE LOCATIONS SHOWN THAT MAY PRESENT A CONFLICT WITH
EXECUTION OF THE WORK TO THE ENGINEER IN ADVANCE OF CONSTRUCTION.
4.THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES AND SHALL PAY
THE COST OF PROTECTION, RELOCATION, REMOVAL, CONNECTION, AND/OR RECONNECTION OF
UTILITIES AS NECESSARY FOR EXECUTION OF THE WORK.
5.MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES, SPECIFICATIONS, LOCAL
ORDINANCES, INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS.
6.IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION
SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN
ONE FOOT OF THE PROPOSED RIGHT-OF-WAY.
7.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
8.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT OR FACE OF BUILDING
GENERAL SITE NOTES SITE DEVELOPMENT PLAN NOTES
R.O.W. ASPHALT PAVEMENT (PER CARMEL STANDARDS - SEE DETAILS)
10' WIDE & ASPHALT PATH (PER CARMEL STANDARDS - SEE DETAILS)
1 R.O.W. ASPHALT PAVEMENT (PER CARMEL STANDARDS - SEE DETAILS)
CONCRETE CURB & GUTTER (SEE DETAILS)
10' WIDE & ASPHALT PATH (PER CARMEL STANDARDS - SEE DETAILS)
ADA RAMP (SEE SITE & DETAILS)
STOP SIGN (R3-2, 36" X 36") (SEE DETAILS)
THERMOPLASTIC PEDESTRIAN CROSSWALK ( SEE SITE DETAILS)
CONCRETE CURB TRANSITION (SEE DETAIL SHEET)
STOP BAR (SEE DETAIL SHEET)
3', COMPACTED AGGREGATE #73 GRAVEL SHOULDER 6" DEPTH
4" THERMOPLASTIC SOLID WHITE
4" THERMOPLASTIC, DOTTED, WHITE, 2' STRIPE - 2' GAP
MILL 1.5" EXISTING & RESURFACE W/ 1.5" HMA SURFACE, 9.5 MM
4" THERMOPLASTIC DOUBLE YELLOW FDR ENTIRE RESURFACING
AREA.
SITE PLAN KEY NOTE LEGEND
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RIGHT OF WAY
RIGHT OF WAY PAVEMENT
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18095
Project Number:
Drawing Number:
Certified By:
Checked ByDrawn ByIssue Date
Revisions:PROJECT:Scope Drawings:CARMEL, INDIANANEWFORCARMEL CLAY SCHOOLSCARMEL ELEMENTARY SCHOOLSDrawing Title:
06-21-19 SO MK
Rev. #Revision
Description
Issue
Date
1 ADDENDUM 7/9/2019
3 ASI #1 8/28/2019
SCALE: 1" = 30'
KEYMAP
C201
1 12
1
3 3
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4 44
3
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6 C 202 MATCH LINESAWCUT EXISTING EDGE
OF PAVEMENT TO CREATE
CLEAN, STRAIGHT EDGE
PRIOR TO WIDENING ROADWAY
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2 2
1
17
7217
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C201
ENTRANCE
PLAN
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2 TAC COMMENTS 8/12/2019
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