SW6220704_Plansheet C6.0 - Misc. Detail_20220804

DocuSign Envelope ID: CF5ADF22-DFC9-4A77-A140-42774FF60C83
1.
TYPICAL
CUL-DE-SAC
DETAIL
50' PUBLIC R/W
50' Public Right-of-wav
*2" S-9.5 B Superpave Asphalt Mix
9" STBC, Type A or
1-112" S-9.5 B Superpave Asphalt Mix
8" ABC, Type B
SECTION AA
TYPICAL CUL-DE-SAC
NO CURB & GUTTER
Not To Scale
30" typ.
30 tv .(�7II II D
TO eo rroM of
SIGN R7-7
GALVANIZED "U" SUPPORT POST
OF J6" DEPTH (MINIMUM).
FINISHED GRADE
STOP SIGN DETAIL
NTS
* SUBJECT TO STANDARDS OUTLINED ON
PAGE 46 OF THE NC SUBDIVISION ROADS
MINIMUM CONSTRUCTION STANDARDS
AND ENGINEERED FIELD SOILS TESTS.
RIGHT OF WAY
EDGE OF TRAVEL LANE
�
R
W
fcau
r]�
ROADWAY CENTERLINE
R
6'
SHOULDER
0.08_
1�
LISPS APPROVED SPECIFICATIONS -CONCRETE PAD (MULTIPLE UNIT)Li
za.aD 24.00
MIN MIN
14.U0
2.oD
r i
I r
24.00 MIN
I I
r i I
7
I I
I I
i i I
I_!�f
192,00 MAX
SEE NOTE 4 I I I I
l I I+1 I
I I I I
24.00 MIN
CBU PE pESTAL CBU
CL
ax r:.sD OUTLINE
ANCHOR BOLTS
PER CRU
�SD MIN
rr e r
r a r
8.00 MIN
4X 0.50 ANCHOR BOLTS, PER CBU
USE TEMPLATE TO ENSURE ALIGNMENT
r BROOM FINISH
Fit
M2.00
MAX
2�
10.00
5.00 PER CBU
CHAMFER EDGES, IN LANDSCAPE AREAS,
TOOL EDGES FLUSH WITH ADJOINING
\ SURFACES IN PAVED AREAS.
SLOPE SURFACE .25 INCH PER FOOT
ON ALL SIDES FOR DRAINAGE
�BUTYL RUBBER PAD
(WITH METAL PEDESTAL ONLY)
MATCH EXISTING GRADE !N
PAVED AREAS
SLOPE SURFACE .25 INCH PER FOOT
ON ALL SIDES FOR DRAINAGE
4 RODS ON 14.00 CENTERS MAXIMUM,
EACH WAY
OPTIONAL COMPACT GRAVEL OR
CRUSHED STONE (OMIT WHERE
SOLID ROCK OCCURS)
8.00 MIN ­ MAXIMUM FROST DEPTH
FIRM UNDISTURBED SOIL
OR WELL -COMPACTED FILL
wl I' 3-CO
NOTES:
1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI ®29 DAYS, CONTAIN A% MIN - 6% MAX
AIR ENYRAINM EN7 AND 9E PLACED WITH A 3.50 - 4.50 SLUMP N ACCORDANCE WITH ACI 301.
2. REINFORCING STEEL RODS SHALL CONFORM TO ASTM A615, GRADE 60.
3. ANCHOR JOLTS SHALL CONFORM TO ASTM A193, GRADE BBM, TYPL 316 STAINLESS STEEL.
a. A 3 CBU CONFIGURATION IS DEPICTED. A 2 OR 4 CBU CONFIGURATION MAY BE USED AS LONG AS THEY
ARE ARRANGED IN GROUPS SUCH THAT THE OVERALL DIMENSION OF THE CONCRETE BASE DOES NOT
EXCEED 192 INCHES.
6' 5'
SHOULDER DITCH
0. 02 0. 02 I � DI TCH
0.08
37 j
16
PIW
1
5 0'
RIGHT OF WAY
1
2 0'
PAVEMENT
L2" S-9.5 B Superpave Asphalt Mix
9" STBC, Type A or
1-112" S-9.5 B Superpave Asphalt Mix
NOTE: 8" ABC, Type B
SHOULDER WIDTH BETWEEN 4' AND 6' SHALL
BE APPROVED BY THE DISTRICT ENGINEER
CONSIDERING ADJACENT LAND CHARACTERISTICS.
RESIDENTIAL LOCAL ROAD
CROSS SECTION DETAIL
WITH 50' R/W
NTS
I0.5'
J/ U lV I\ r1 U li
* SUBJECT TO STANDARDS OUTLINED ON
PAGE 46 OF THE NC SUBDIVISION ROADS
MINIMUM CONSTRUCTION STANDARDS
AND ENGINEERED FIELD SOILS TESTS.
BEFORE YOU DIG!
LOCATION:
NCSR 1250
TIM CURRIN RD.
UPPER LITTLE RIVER TOWNSHIP
HARNETT COUNTY, NC
PROPERTY OWNER/DEVELOPER
G AND J DEVELOPMENT, LLC
NOTE: wW Pnv
ADDITIONAL ILW MAY BE I I I
REQUIRED TO ACGOMODATE I W I
TAPERS, TURN LANES, AND
MEDIAN ISLANDS.
I j I
I I I
( I I
I I 1 50'TAPER
1
(REQUIRED FOR W LESSTHAN 26
70' I I I
I
10' R=30' 30'IMIN. 0.=30'
SIGHT � NGLE
I `
R=30'
------------------
ESTOP i ---'
EDGE OF PAVEMENT I EDGE OF PAVEMENT
EXISTING ROAD
- - - -EDGE OF PAVEMENT EDGE OF PAVEMENT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
NOTE: Drainage easements may be required to accomodate drainage beyond the right-of-way.
FIGURE 4
RECOMMENDED ROAD CONNECTION
WITHOUT CURB &GUTTER
NEW RESIDENTIAL LOCAL ROAD OR RESIDENTIAL
COLLECTOR ROAD AND EXISTING STATE MAINTAINED
ROAD
STOP CONDITION
PAVEMENT
SHOULDER
WIDTH WIDTH
-r JFr.
B. SHOULDER SECTION
FIGURE 6
DRIVEWAY TURNOUT GRADES
REVISIONS
N
W a
O
z
W ~ �
M i31
�n ❑>w
Ws�
J � o m
ILL Xw
W -C @�
V
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T
� N
�t Q
N �--I
Lf] a
n r
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n
DETAILS
FOR
EDISON ACRES
LL/
IY /ACT ONE -CALL Ccly IF_R 2265 BENSON ROAD HORIZONTAL SCALE: 1" = N/A
1-800-632-4949 DATE: 07.27.2022
ANGER, INC 27501 VERTICAL SCALE: 1" = N/A
•
NOTE: This document, in physical or electronic form, discloses subject matter considered confidential to FLEET TEMPLE ENGINEERING, PLLC and on which FLEET TEMPLE ENGINEERING, PLLC has exclusive property rights. Neither receipt nor possession thereof confers or transfers any rights to reproduce this document or any part thereof, or to disclose any information contained thereinto others, or to use it for any purpose without the written permission of FLEET TEMPLE ENGINEERING, PLLC
n r
) 0
n
DETAILS
FOR
EDISON ACRES
LL/
IY /ACT ONE -CALL Ccly IF_R 2265 BENSON ROAD HORIZONTAL SCALE: 1" = N/A
1-800-632-4949 DATE: 07.27.2022
ANGER, INC 27501 VERTICAL SCALE: 1" = N/A
•
NOTE: This document, in physical or electronic form, discloses subject matter considered confidential to FLEET TEMPLE ENGINEERING, PLLC and on which FLEET TEMPLE ENGINEERING, PLLC has exclusive property rights. Neither receipt nor possession thereof confers or transfers any rights to reproduce this document or any part thereof, or to disclose any information contained thereinto others, or to use it for any purpose without the written permission of FLEET TEMPLE ENGINEERING, PLLC