20011231 All Versions_Plansheet C1 for Mit site 19 impacts_20160106

1' -b# —V-Cr-
(MIN) (MIN)
L/11 Fr
2:1 OUT MAX.
3;1 FILL MAX.
fife' iR /W (MINIMUM)
NOW OR FORMERLY
SMITH CORNERS, LLC
PIN# 025 - 092 -09
DB 9478 PG 874
30' (ml
9 r.�if 24
SLR 3, W PER AFT.
COVMERCIAL STREET
TACIT COAT SURFACE: COURSE �T�VEJ LANE SECTI Chi � }
(SEE SECTION 1.E.4) 3a� ASPFfALT CO CRETE SURFACE COURSE, TYPE 59.58
TO EE PLACED IN TWO 1.5" LIFTS EACH
INTERMEDIATE COURSE
2.5" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 139.08
BASE COURSE
10' lPAUM ATE BASE CMR5E
OR 5 ASPHALT ATE BASE CUM TYPE MOM
SUEBGRME
TYPICAL MINIMUM PAVEMENT SECTION
(SEE NOTE 3)
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NOTES:
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2.1 CUT MAX.
3.1 FILL MAX.
1, DEVELOPER MAY SUBMIT AN .ALTERNATIVE
PARENT DESIGN TO CONTY ENGINEER.
2. SEE SECTION I.F. SIDEWALKS AND DRIVEWAYS.
AN ALTERNATIVE PAVEMENT DESIGN MAY BE RECMIRED
BY MCDOT BASED ON SPEcinc TRAFFIC PARAMETERS.
4. SIDEWALK EASEMENT MAY BE REQUIRED.
APPRQVLU LATE: 02/200 NOT TO SCALE
MECKLENBURG COUNTY
LAND DEVELOPMENT COMMERCIAL STREET TYPICAL SECTION
EF; � x �� ';�
STANDARDS �� �� COMPREHENSNE STREET CLASSIFICATION SYSTEM (CLASS V —C)
FM ffOMM
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QG/
NOW OR FORMERLY
DAVIDLAND, LLC
PIN# 025 - 071 -01
DB 11675 PG 165
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7100
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HEADWALL
TOP= 745.25
IN= 738.30
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QV.
P E END
2 0o I W 0 T= 738.08
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13 +00
SILT FENCE
CENTERLINE OF
STREAM
35'STREAM BUFFER
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TOP =7I 4.27
INV= 735.33
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NOW OR FORMERLY
PANOS /SMITH HOTEL GROUP- I
REAMES ROAD, LLC I
PIN# 025 - 092 -18
DB 10710 PG 261
GRAVEL
M
C
PIPE END
OUT =747
PIPE END
OUT= 747.61
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2'- 6" STANDARD
CURB AND GUTTER
F
10' BOX CULVERT
10 BOX CULVERT
C
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fINV = 35.78
INV= 35.86
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NOW OR FORMERLY
JERRY L. ALLEN
PIN# 025 - 031 -14
DB 19857 PG 972
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361MI41INN l4: 11
TWIN SAKES Pq W
CURB INLET
HEADWALL
TOP= 745.00
OUT(52 ")= 739.24
OUT(24 ")= 739.45
HEADWALL
TOP= 745.68
E❑
NOW OR FORMERLY
NORTHLAKE PAVILLION CONDOMINIUMS
CONDO 809 PG 1
GRAPHIC SCALE
30 0 15 30 60
HORIZONTAL: 1" = 30'
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.WSP
128 Talbert Road, Suite A
Mooresville, NC 28117
(704) 662 -0100
www.wspgroup.com /usa
PRELIMINARY NOT
FOR CONSTRUCTION
NC LICENSE # F -0891
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PROJECT #: 1- 1540002
DRAWN BY:
DATE: 2/26/2015
CHECKED BY: DB
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