SW6230702_Plansheet - 7 Proposed Conditions/Site Plan_20240116 (4)

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PAVEMENT STRIPE X H� I� � J THOMAS ENGINEERING, INC.
BEGIN DEPARTURE TAPER PC STA: 12+74:06 (MINI-SKIP WHITE) I ri G" I O
STA: 1i+34.5 PT STA: 16+59 15 � �
STA:
34.5 L R= 1750.00' I �l CIVIL ENGINEERING & PLANNING
OFFSETL=385.09' BEGIN APPROACH TAPER Q1
T= 193.33' STA: 17+11.6 STA: 18+21.1'
BEGIN PAVEMENT OVERLAY A= 12°36'30" OFFSET: 16.1' L
OFFSET: 18.0' L
STA 11+35 STA: 18+31.5 END APPROACH TAPER
STA: 16+93.3 C STA: 20+71.5
OFFSET: 18.0' L
_ PAVEMENT STRIPE N END DEPARTURE TAPER � � OFFSET:4.0' L
- I � � � N50°59'47"E OFFSET: 12.0' L 143 Charlotte Avenue, Suite 104
_ (SINGLE WHITE) PAVEMENT STRIPE STA: 14+94.5 491.79'
N63°36' 16°E _ _ (SOLID WHITE) OFFSET: 18.0' L �� \\I Ln
F_ Sanford, North Carolina 27330
274.06' _ d PAVEMENT STRIPE \ 1> // CABLE _ - [phone] phone
10+pp U I \ FULL LEFT TURN LANEJz
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license no. C-3389
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STA: -10+00.00 - - 50' µv 5 U
N: 581945.301 I - _ - - - - - _ _ d
E: 2020792.882 BAY TAPER (L = 200' N - PAVEMENT STRIPE (SINGLE WHITE)
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BEGIN BAY TAPER PR STA: 15+81.3 (DOUBLE YELLOW)
BEGAN APPROACH TAPER v t OFFS • 1"A
STA: 12+44.5 - _ _ STA: 16+31.3 9
STA: 11+34.5 OFFSET: 13.9' R H OFFSET: 6.0' R BEGIN DEPARTURE TAPER -�
I OFFSET: 12.2' R O.
T to X 70 SIG STA: T: 1 .0'
PAVEMENT STRIPE iN TRIANGLE OMS
■ OFFSET: 18.0' R
ILEONARD MC (MINI-SKIP WHITE) ■
COMAS
I D B' 3966 STA: 14+44.6 - SPENCE 1
769 OFF ET: R KENDALL
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P PAVEMENT STRIPEPROFESSIONAL ENGINEER'S SEAL
IMAP# (DOUBLE YELLOW) / 1,11 END APPROACH TAPER (A PG,512
2007-216 b END FULL TURN LANE 3 STOP' SIGN DB, 927 ,
PIN END BAY TAPER STA: 14+94.9
0528-11-2502 000 / OFFSET: 30.0' R 8348,000
I BEGIN FULL TURN LANE = PIN
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OFFSET: 28.8' R
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PROPOSED WIDENING / TURN LANES FOR NC 27 W 0 �
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L = 12' PIN 0528-12 REVISIONS
ROADSIDE / SPECIAL DITCH SCHEDULE In / CLASS 'B' RIP RAP y
ROAD SIDE BEGIN STATION END STATION DRAINAGE AREA 10-YEAR FLOW BOTTOM WIDTH (BW) DEPTH (D) LENGTH SIDE SLOPE (Z) AVE. SLOPE LINING D/ / SHAPE UP EX. DITCH, MAINTAIN DIMENSIONS, GRADE TO =
OR DITCH ID (STA) (STA) (AC) (CFS) (FT) (FT) (FT) (Z:1) (%) I DRAIN, SEED WITH GRASS AND LINE WITH N.A.G. SC75BN
RT 11+35 15+08 0.3 1.1 0 1.5 373 3 / 2 (BACKSLOPE) 1.9 GRASS W/ N.A.G. S75BN / �U
LT 13+00 14+60 0.6 1.9 0 1.5 160 3 / 2 (BACKSLOPE) 0.9 GRASS W/ N.A.G. S75BN
LT 15+50 16+75 0.4 1.5 0 1.5 125 3 / 2 (BACKSLOPE) 2.6 GRASS W/ N.A.G. S75BN
RT 15+65 17+55 0.1 0.4 0 1.5 190 3 / 2 (BACKSLOPE) 3.2 GRASS W/ N.A.G. S75BN -�4-
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LT 18+40 19+50 0.3 1.1 0 1.5 110 3 / 2 (BACKSLOPE) 1.5 GRASS W/ N.A.G. S75BN / a
40 0 20 40 80
PROPOSED WIDENING / TURN LANES FOR NC 27
STORM DRAINAGE PLAN SCALE: 1" = 40'
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2"ASPHALT SURFACE COURSE, NCDOT TYPE S9.5C(OVERLAY) 2„
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60' 3"ASPHALT INTERMEDIATE COURSE, NCDOT 119.013 7 o
3"
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VAR. VAR(4.5' MIN) 4.0' VAR(0'TO 6) -12' -12' VAR(U TO 6') VAR(U TO IT) 4.0' VAR(4.5' MIN) VAR. EX GROUND j
EX GROUND I DITCH DITCH GRASS SHLDR SYMMETRICAL SYMMETRICAL TURN LANE RASS SHLDR DITCH DITCH 5"ASPHALT INTERMEDIATE COURSE, NCDOT B25.0B 7 I�
BACKSLOPE FORESLOPE WIDENING FOR WIDENING FOR FORESLOPE BACKSLOPE - - W
LEFT TURN LANE 2"OVERLAY LEFT TURN LANE SUBGRADE III-III-III-III-I AGENCY REVIEW ONLY
MATCH EX. 4% BREAKOVER MAX. �P�� (98%MIN.STANDARD PROCTOR,TOP V) - -I
OU CROSS SLOPE 1/4"/FT E121 (95%MIN.STANDARD PROCTOR,BELOW TOP 1') III-III-III-
T S<Op MATCH EX. (VAR) (TYP) -III-
F(2.7M CROSS SLOPE EX.CROSS SLOPE(VAR) /� Gv R
�kJ (VAR) << NOTES:
1 P�1 EX.PAVEMENT `S<OJO Scale: Drawn by: o
SEE DETAIL FOR PAVEMENT DESIGN (2 7
�OQ�l2. a Mg17 1. PAVEMENT DESIGN TO BE APPROVED BY NCDOT. SEE SCALE BAR JRT >
2. REFER TO TYPICAL SECTION OF TURN LANE ON THIS SHEET. Q
-- DRIVEWAY CULVERT(TYP LOCATION) 3. PAVEMENT DESIGN TO BE USED FOR PORTION OF PRO. SMITH FARMS DRIVE IN EX. Sheet: D2Slgned by:
IN 27 R/W. SEE DETAIL C-13 FOR PAVEMENT DESIGN OF SUBDIVISION ROADS. JRT o
DRIVEWAY CULVERT(TYP LOCATION) "' a c
DITCH FLOWLINE(SEE PLAN FOR LOCATION) 5 0 2.5 rJ 10 Reviewed by:
DITCH FLOWLINE(SEE PLAN FOR LOCATION) PAVEMENT DESIGN FOR WIDENING ON NC 27 7 of 21 JRT j
PAVEMENT WIDENING (ON NC 27) TYPICAL SECTION SCALE: 1 5 Project Number: Date:
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22-004 01 MAY 2023