HomeMy WebLinkAbout20220413 Ver 1_Copper District - Culvert Profile Export 1.pdf_20220623aim
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PUBLIC STORMWATER /
MAINTENANCE AND
ACCESS EASEMENT
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Q; STA: 19+61.90
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TOWN OF CLAYTON PUBLIC
UTILITY EASEMENT 3p3'
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NOTES:
1. ALIGNMENTS SHOWN AS UTILITY CENTERLINE ALIGNMENTS. REFER TO
ROADWAY PLANS FOR ROAD CENTERLINE ALIGNMENT AND PROFILES.
2. REFER TO ROADWAY PLANS FOR STORM DRAINAGE STRUCTURE AND PIPE
DESIGN INFORMATION. ALL STORM PIPES SHOWN FOR REFERENCE ONLY.
I GRAPHIC SCALE IN FEET
0 20 40 80
I
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TAP
STA: 29+11.01
u
SSMH-28
- STA: 14+03.95
r RIM: 314.87
INV OUT: 308.00 (SSMH-26)
III I VALVE
�k /-STA: 29+18.79
—PLUG
STA: 29+21.25
\I ,
�RJ PIPE STUB FOR
FUTURE EXTENSION
VALVE
STA: 29+11.06
STA: 29+11.13
1 �
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0 20 40 80
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VALVE FOR 8" PVC WATER LINE
TO RESIDENTIAL METERS
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BEND
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8" PVC ENSURE
WATER LINE
18" CLEARANCE
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TO RESIDENTIAL METERS
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18" PVC
to
BEND WATERLINE
UNDER SEWER
PIPE.
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ENSURE 18" CLEARANCEno
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Know what's below.
Call before you dig.
LIMITS OF DISTURBANCE: ±55.00 AC
NOTE:
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
NCDEQ, NCDOT, AND TOWN OF CLAYTON
STANDARDS AND SPECIFICATIONS APPLICABLE. IN
THE EVENT OF A CONFLICT THE MORE STRINGENT
STANDARD SHALL GOVERN.
SURVEY NOTE:
ALL EXISTING ON —SITE BOUNDARY AND
TOPOGRAPHICAL INFORMATION WAS PROVIDED WITHIN
A BOUNDARY SURVEY AND MAP OF TOPOGRAPHY
PREPARED BY BALLENTINE ASSOCIATES, P.A. 221
PROVIDENCE ROAD CHAPEL HILL, NORTH CAROLINA
27514 (LICENSE NUMBER L-4732) 919-929-0481
DATED 10/29/2020. RECEIVED BY KIMLEY-HORN ON
06/30/2021 UPDATED ON 08/10/2021. OFF -SITE
TOPOGRAPHIC INFORMATION TAKEN FROM PUBLICLY
AVAILABLE GIS DATA.
Signature:
Signature:
Town of Clayton
Approved for Construction
Date:
Director/Assistant Director of Engineering
Date:
Planning Director
Town of Clayton Engineering must be contacted at a
minimum 48 hours prior to the commencement of
construction activities. The Town of Clayton will not be
responsible for errors and/or omissions on these
approved set of plans.
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SHEET NUMBER
C5.6