MO-1679_27848_CA_O_19950206_As Constructed Hwy 24-27 NCDOT Plans

Beverly, Trudy
From: Box, Gordon H
Sent: Monday, February 17, 2020 12:32 PM
To: Beverly, Trudy
Cc: Box, Gordon H
Subject: RE: Galleria 27 Antique/ MLM Auto - Hwy 24/27 & Old Camden Road, Midland
Attachments: R-0615B As Built Plans 6.669004T_ROADWAY-STRUCTURE - Copy.pdf, R-0615B
PSA 19 Sites-.pdf
ah„ also this
Gordon
From: Beverly, Trudy <[e-mail]>
Sent: Friday, February 7, 2020 1:36 PM
To: Box, Gordon H <[e-mail]>
Subject: Galleria 27 Antique/ MLM Auto - Hwy 24/27 & Old Camden Road, Midland
Gordon,
I'm trying to locate a Preliminary Site Assessment Report prepared by NCDOT in 1992 for an underground
storage tank site in our inventory (NCDOTsite #5/MLM Auto Resale, Incident #27848, 100 Hwy 24/27 @ Old
Camden Road, Midland, Cabarrus County). We have a July 1993 letter referencing the report. But, do not have
a copy of the report in our records (link to UST electronic site files below).
https://edocs.deg.nc.gov/WasteManagement/Search.aspx?dbid=0&searchcommand=%7b%5bWM%5d%3a%5b
Subdivision%5d%3d%22UST%22%2c%5bProgram ID%5d%3d%22*MO-1679*%22%7d
I was so sorry to hear about Cyrus' passing. My thoughts and prayers are with your group.
Thanks for your assistance,
Trudy
Trudy Beverly, L.G.
Hydrogeologist, Division of Waste Management
North Carolina Department of Environmental Quality
�r UST Section, Mooresville Regional Office
704.235.2182 (Office)
Trudy.Beverlya,ncdenr.gov
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Office Mailing Address:
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Branch's Underground Storage Tanks Website Address: hops://deq.nc.gov/about/divisions/waste-management/ust
Branch's Above Ground Storage Tanks Website Address: https:Hdeq.nc.gov/about/divisions/waste-management/ust/ast-proeram
INTERACTIVE MAPS WITH DWM SITES AND PERMITTED FACILITIES:
httDs://dea.nc. uov/about/divisions/waste-manaeement/waste-manaeement-rules-data/waste-manaeement-eis-maps
File Review Procedures:
hops://deq.nc.gov/about/divisions/waste-manaaement/ust/file-review-procedures#mooresville-regional-office
ONLINE ACCESS TO UST SECTION DOCUMENTS (Laserfiche):
httns://dea.nc. eov/about/divisions/waste-manaeement/laserfiche
Document Submittal & UST File Names for Laserfiche Policies:
https://filcs.ne.,gov/nedeq/ W astc%20Management/D WM/UST/Corrective%20ActionBlectronic%20Document%20Subniittal%20Memo%20Update.pdf
https:Hfiles.nc. gov/ncdeq/Waste%20Management/DViM[UST/Corrective%20Action/UST%20filc%20names%20for%20Laserfiche.docx
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

I
c
SHEET NO.
INDEX
T I T LE SHE; T
F
� uccT"
ORIGINAL LE T I r SHEET
'�.
iNDEi� Or SHEE. T S, GENERAL NOTES,
AND LISTS OF STANDARDS
3-5
TYPICAL SECTION
•rt;
_ w-��
SUMMARY OF DRAINAGE QUANTITIES
.
V
PLAN SI LEL S
..
- -
C SS ,S1EC i IONS
;3�
� EG44;4 ,
f PLAN SHEETS
LANDSCAPE PLAN SHEETS
h
33-50
UTILITY PLAN SHEETS
SI.GNING PLAN SHEETS
5 r - SB
CULVERT PLAN SHEETS
STRUCTURE PLAN SHEETS
COMPUTATION SHEET FOR ITEMS NOT
COMPUTED IN PAY RECORD BOOKS
9
A-
A SC 0.\ S LCTED
PROJECT NO. 0
- rUP ; �� t•, .
FQAa 'NOO 0
TalaPa NOU a P.--t - (r.,
PANS
COUNTY
DESCRIPTION o IC a4 lg,,7 From
�o FQt>k Dq' us l901 NnV41, 04 ea-b 0-���s
DIVISION NO, 13 o
CONTRACTOR
Oki
�
DIVISION ENGINEER
RESIDENT ENGINEER
THESE PLANS MICRO -FILMED
BY
NORTH CAROUNA
DEPT. OF TRANSPORTATION
.REPRODUCTION
HEREBY CERTIFY THAT THIS PROJECT
WAS CONSTRUCTUED ACCORDING TO
PLANS EXCEPT AS NOTED HEREIN.
ENT ENGINEER
FINA-1 ,1011T OF Vi AY HAS BEEN CHECKED.
VIS10N �,RHT 0F �IAA�YA GENT
®I

C
i-
JI
v
SEE SHEET I -A FOR INDEX OF SHEETS
J
1103
Pn
187
BEGI
1134 r PROJEC
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tS 4 4' ft V 8 or
is fA.
LIAMe-
- aAl
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c'
—.1114
i,u C/
MEC L N BURG �' - -- � •
1t16 ;
UNIO
COUNTY
VICINITY MAP SHOWING
SHIPPING POINT AND LOCATION
OF STATE PROJECT 6-669004T
TA. 501 + 75 - L-1
N 549, 016.4866
E 11 528, 733.4147
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PREPARED FOR
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIOM. NrC.
S7CA7[°]E OF NO][$7C1FI CAROLINA
PLAN AND PIROFILE OF PIRN, (0 1 P 0 S E D
STATE. H
COUNTY
- LOCATION: NC 24/27 FROM: 0.351 11A1. WEST EXIST. SR 1132
'TO: JUST EAST OF EXIST. US 601
TYPE OF WORK: GRADING, DRAINAGE, PAVING, RESURFACING, BOX CULVERT,
SIGNALIZATION, LONG LIFE PAVEMENT MARKINGS AND
RAISED REFLECTIVE PAVEMENT MARKERS.
0
In
0
0
BEGIN STATE PROD. 6.669004T y_
n vd 11 �+
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M IL
O lI ca �- 1 m a
THESE PLANS MICRO -FILMED
BY
NORTH CAROLINA
DEPT. OF TRANSPORTATION
MPRODUCTION
W al a w 0 / Y U ! 141 f
4-LANE DIVIDED a� 5-LANE �j UND1ViDEt�° o'/ `� w �i1 �B =(`,4r
4 5 6 7 9 10 11 12 16 f 1 gEtJl ARI.
I 1 -Y-2 1 _L- 1 g Y-3 REV. 1 1 fY-5 I/1-y-8 il3 114 - L f 1 15 Y-12 i 17Y-O 1 L-REV. NC 24 27LRE�•
1 , 1 Y- I 1 1 1 l Y" r-4 R V. 1 -Y - 7 Y-9 I Y-10 RE -Y 13 Z l
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NI'L ``' a. -10 � w STA. 736 +00 L- LINE END STATE PROD. 6.669004T
[
PLANS PREPARED BY: D S A GROUP OF N. C., INC.
CONTACT-R.E. PEARSON, P.E., ENGINEERING COORDINATOR- NCDOT
LETTI14G DATE:
3— 21-1995
OU
0-a
1990 STANDARD SPECIFICATIONS
N 549,920.4414
E 19552 , 069.0548
LENGTH OF ROADWAY PROJECT 6.669004T a 4.435 M1.
TOTAL LENGTH OF STATE PROJECT 6.669004T a 4.435 Mi.
SWEET TOTAL
SrATR STATE PRQfBCT REMENCE NQ NQ SHEETS
NOVO
SI'ATr PROL NO. P. A- PROD. NO. D88CRIPTIOtr
6.6 89001 T_ - - - ---- —� _—_ PE
6.669003T
6.669004T
__-
R/W
CONSTR .
("ON VENTIONAL SYMBOLS
County Line -------
+---- ---
(_ if.y Or Il own Line
Exist.16ght ol' Way Dine Marker
A
Drop. Tight of Way Line Marker
(By Others)
�
Prop. IkIght Of Way Line Marker
+
(By ("Ontract.)
]IIr isf. .onf.;ro1 or Access Dine
_`AT - _ _ _ - --
Prop. ('`ontrol of Access Line-_
kill-
�l
Property Line
m
Easement Line
,Slope %ake !Line
I'.XIsC 1 e nce
Prop. Woven Wire Ience _
+ 4-
Prop.ann Link '
Cl'ence -__
e a ----0 —0
Prop. Tkoad
( iI I9aril rn I I
T T T T
Survey Linet
Denotes Line it quality
�
Bridge--
('ulderl
T(aiIroac
w 00414.
' 0* 01 0 OR --------------
Fd'1iSf. V:rC1CphOne IDole
-�
Prop. -1Rrlephone Pole
-0-
Tower Pole and
111111
�
Exisf. Power Pole
i-
Prop. Power Dole
0_
Sanitary ',Svwrr 'Line.
Water Line
(sae Line
9 v s e
IDrop. W heel1-hair hasp.
+res
Prop. Right of Way --------------- ------
Temporory Constr. Easement _______
E-2000-1-1
GRAPHI(` WALE'S
50 25 50 100
I)ESIGN DATA
PLANS
ADT 1994 - 12,600
50 0 I 5100
� -
I
ADT 2014 - 25,000
I I i oftLwwm�� milli �
DHV 10
T'ROFILE (HORIZONTAL)
I) 60 %
1: i 0 10 20
i■■
t. �
,r 3%
PROrILE (VEI(TWAL)
V 60 MPH (DIV•)
50 MPH (UNDIV.)
HYDRA UMCB 1FNGI2ffER
/QavfteG 3/4l96
44�G7 . i�(A"aL7+.e.L. � P.H.
ROADWAY DDBIGN
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
APPROVED
:�L)� 0
V 7r' P.B.
STATE HIGHWAT ENGINEER - DESION
DEPARTMENT OF TRANSPORTATION
FEDERAL, HIGHWAY ADMINISTRATION
APPROVED —
DIVISION ADMINISTRATOR DATE

0
v
r-
'N'
S.
SHOULDER CONSTRUCTION ON HIGH SIDE OF SUPERELEVATED
CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 100.03C OR
100.04C.
669004T
C ARRUS COUNTY
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY
INDEX OF SHEETS
WORK TO PROVIDE SUITABLE CONNECTIONS WITH ALL ROADS,
HE NUMB SHEETil
STREETS, AND DRIVES ENTERING THIS PROJECT. THIS WORK WILL BE
1 TITLE SHEET
PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS
1--A INDEX OF SHEETS, GENERAL OTES AND
INVOLVED. '
LIST OF STANDARDS
BERM DITCHES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
2 TYPICAL SECTIONS AND VEMENT SCHEDULE
STD. NO. 240.01B AT LOCATIONS SHOWN ON PLANS OR AS DIRECTED
2-A THRU 2- TYPICAL SECTIONS
BY THE ENGINEER.
2-C MISC. DETAILS, G ING PLAN AT SCHOOL, DITCH
BLOCK DETAILS, C B DETAILS, GRADING PLAN
AT POND AND SHOU DER DRAIN DETAIL
UNDERDRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
2-D DETAIL GUIDE F STONE AT PIPE OUTLET
STD. NO. 815.03D AT LOCATIONS DIRECTED BY THE ENGINEER.
2-E DETAIL CONCR E COLLAR
SHOULDER DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
2-F CONVERT EX TING 2-GI TO CATCH BASIN DETAIL
STD. NO. 816.02A OR 816.03 AND DETAILS IN PLANS AT LOCATIONS
2-G CONVERT ISTING JUNCTION BOX TO CATCH
BASIN D AIL
DIRECTED BY THE ENGINEER.
2-H THRU 2-I WHEEL IR RAMP (CURB CUT) DETAIL I
DRIVEWAYS SHALT, BE CONSTRUCTED IN ACCORDANCE WITH STD.
3 S Y OF QUANTITIES
NO. 848.02C USING 3' RADII OR RADII AS SHOWN ON THE PLANS.
3-A THRU 3-F D INAGE SUMMARIES
LOCATIONS OF DRIVES WILL BE A5 SHOWN ON PLANS OR A5 DIRECTED
3 -G ARTHWORK SUMMITRY
BY THE ENGINEER.
3-H UMMARIES OF PAVEMENT REMOVAL, FENCE AND
HOULDER DRAINS
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE
3-I G DRAIL SUMMITRY AND SUMMARY OF PIPE REMOVAL
ADJUSTED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER.
3-J THRU 3-L RIG T OF WAY AREA DATA SHEETS
THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO
4 THRU 20 PLAN HEETS
ORDERING GUARDRAIL MATERIAL.
21 THRU 32 PROFIL S
33 THRU 41 DETOUR THRU 5 PLAN AND PROFILE SHEETS
THE CONTRACT INCLUDES THE FOLLOWING ITEMS FOR WHICH
TCP-1 THRU TCP- TRAFFIC C NTROL PLANS
QUANTITIES AND LOCATIONS WILL BE DETERMINED BY THE 9NGINEER
PM-1 PAVEMENT ING PLANS
DURING CONSTRUCTION:
RF-1 .REFORESTATIO PLAN
UNDERCUT EXCAVATION
EC-1 THRU C-40 EROSION CONTRO PLANS
BENCHING EXCAVATION FOR EMBANKMENT
SIG-1 TH U SIG-7 SIGNAL PLANS
DRAINAGE DITCH EXCAVATION
U-1 TH U-18 UTILITY CONSTRUCT ON
ADDITIONAL GUARDRAIL POST
U-19 HRU U-34 UTILITY CONFLICTS
SUPPLEMENTAL CLEARING AND GRUBBING
X- CROSS SECTION INDEX
SILT CLEANOUT
2 THRU X-101 CROSS SECTIONS
FOUNDATION CONDITIONING MATERIAL, MINOR STRUCTURES
C-1 THRU C-7 CULVERT PLANS
-
BEDDING MATERIAL, PIPE CULVERT
LIME STABILIZATION AND RELATED ITEMS
AGGREGAT9 BASE COURSE
GENERAL NOTES
INCIDENTAL STONE BASE
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF
BITUMINOUS PLANT MIX PAVEMENT REPAIR
THE PROPOSED SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL
SUBDRAIN PIPE AND RELATED ITEMS
SECTIONS. WHERE NO GRADE LINES ARE SHOWN, THE PROFILES SHOWN
SHOULDER DRAIN PIPE AND RELATED ITEMS
DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT ALONG THE
411 CONCRETE SIDEWALK
t CENTER LINE OF'SURVEY ON WHICH THE PROPOSED RESURFACING WILL
REMOVAL OF EXISTING PAVEMENT
BE PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN
MILLING BITUMINOUS PAVEMENT
ORDER TO SECURE A PROPER TIE-IN.
SEALING EXISTING PAVEMENT CRACKS
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE
CEMENT STAB. AND RELATED ITEMS
SELECT GRANULAR MATERIAL
LIMITS ESTABLISHED BY METHOD III.
FABRIC FOR SOIL STAB.
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN
ACCORDANCE WITH STD. NO. 100.01 OR 100.02 USING THE RATE OF
UTILITY OWNLRS ON THIS PROJECT ARE CABARRUS CO. WATER
SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. SUPERELEVATION
DISTRICT, SOUTHERN BELL T & T CO., VISION CABLE, DUKE POWER
+ IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE
CO.
TYPICAL SECTIONS.
ANY RELOCATION OF EXISTING UTILITIES WILL BE
ACCOMPLISHED BY OTHERS, EXCEPT AS SHOWN ON THE PLANS.
ALL RIGHT OF WAY MARKERS ON THIS PROJECT SHALL BE
PLACED BY OTHERS.
PROJ REFERENCE NO.
SHEET N0.
TOTAL SHEETS
6.66900qT
4 -
STATE PROJ. NO
F. A. PROJ. NO.
DESCRIPTION
6.669004T
THESE PLANS MICROFILMED
ROADWAY STANDARD DRAWINGS 09-20-94
BY
01
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS"
NOR7rH CAROLINA
- ROADWAY DESIGN UNIT - N. C. DEPARTMENT OF TRANSPORTATION - RALEIGH,
DEFT. OF TRANSPORTATION
N. C.,
DATED JULY 1, 1978 AND THE LATEST REVISION THERETO ARE APPLICABLE
TO THIS
PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE
PLANS
REPRODUCTION
STD.NO.
TITLE
02
100.01
METHODS FOR OBTAINING SUPERELEVATION - 2-LANE PAVEMENTS
171
851.01A
STONE LINER - FOR DRAINAGE DITCHES WITH CLASS "A"
STONE
03
100.02
METHODS FOR OBTAINING SUPERELEVATION - DIVIDED HIGHWAYS
172
851.02A
STONE LINER - FOR DRAINAGE DITCHES WITH CLASS "e"
STONE
04
100.03C
METHOD OF SHOULDER CONSTRUCTION - HIGH SIDE OF SUPERELEVATED
173
852.018
CONC. ISLANDS
CURVE - METHOD I
05
100.04C
METHOD OF SHOULDER CONSTRUCTION - HIGH SIDE OF SUPERELEVATED
187
862.01H
STANDARD GUARDRAIL PLACEMENT
CURVE - METHOD II
188
862.02E
STANDARD GUARDRAIL INSTALLATION
38
200.03A
METHODS OF CLEARING - METHOD III
189
862.038
STRUCTURE ANCHOR UNITS
39
225.01
METHOD OF GRADING SIGHT DISTANCE AT INTERSECTIONS
191
866.01D
CHAIN LINK FENCE
43
240.01B
GUIDE FOR BERM DITCH CONSTRUCTION
192
866.02D
WOVEN WIRE FENCE - WOOD POST
49
300.01C
METHOD OF PIPE INSTALLATION - METHOD "A"
194
868.01E
RIP RAP IN CHANNELS AND DITCHES
56
310.11
STANDARD DRIVEWAY PIPE CONSTRUCTION (OPEN END PIPE)
59
500.04
GUIDE FOR GRADING SUBGRADE - INTERSTATE & FREEWAYS
60
500.05
GUIDE FOR GRADING SUBGRADE - SECONDARY & LOCALS
61
654.01
STANDARD PAVEMENT REPAIRS
72
815.03D
PIPE UNDERDRAIN AND BLIND DRAIN
73
816.01A
STANDARD FOR CONCRETE PADS
74
816.02A
AGGREGATE SHOULDER DRAIN
76
816.04
STANDARD MARKER FOR DRAINAGE STRUCTURES AND CONCRETE PADS
81
838.018
CONC. ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS - 15" THRU 48"
PIPE - 90 DEG. SKEW
88
838.11
BRICK ENDWALL FOR SINGLEE AND DOUBLE PIPE CULVERTS - 15" THRU 48"
PIPE - 90 DEG. SKEW
95
838.21A
REINF. CONC. ENDWALL - SINGLE 54" PIPE - 90 DEG. SKEW
101
838.39A
REINF. CONC. ENDWALL - SINGLE 72" PIPE - 90 DEG. SKEW
103
838.45
NOTES FOR STD. REINF. CONC. ENDWALL STD. NO. 838.21 THRU 838.44
104
838.51
REINF. BRICK MASONRY ENDWALL -.SINGLE 54" PIPE - 90 DEG. SKEW
110
838.69
REINF. BRICK MASONRY ENDWALL -- SINCE 72" PIPE - 90 DEG. SKEW
112
838.75A
NOTES FOR STD. REINF. BRICK MASONRY ENDWALL - STD. NO. 838.51 THRU
838.74
'
114
840.01E
BRICK CATCH BASIN - 12" THRU 54" PIPE
115
840.02E
CONC. CATCH BASIN - 12" THRU 54" PIPE
116
840.03D
FRAME, GRATES, AND HOOD - STD. CATCH BASIN
121
840.11A
CONC. NARROW DROP INLET - 12" THRU 24" PIPE
122
840.12B
BRICK NARROW DROP INLET - 12" THRU 24" PIPE
123
840.13
NARROW DROP INLET GRATE AND FRAME - FOR USE WITH STD. NO. 840.11A
AND 840.12B
128
840.18E
CONC. MEDIAN DROP INLET TYPE "B" 12" THRU 36" PIPE
129
840.19C
CONC. MEDIAN DROP INLET TYPE "D" - 12" THRU 36" PIPE
132
840.22
GRATES AND FRAME - FOR MEDIAN DROP INLET TYPE "A", "B" AND "D"
134
840.24
NARROW SLOT GRATES AND FRAME - FOR MEDIAN DROP INLET TYPE "A"
"B" AND "D"
137
840.27B
BRICK MEDIAN DROP INLET TYPE "B" - 12" THRU 36" PIPE
138
840.28B
BRICK MEDIAN DROP INLET TYPE "D" - 12" THRU 36" PIPE
140
840.31B
CONC. JUNCTION BOX - 12" THRU 66" PIPE
141
840.32C
BRICK JUNCTION BOX - 12" THRU 66" PIPE
143
840.34
TRAFFIC BEARING JUNCTION BOX
150
840.6§A
DRAINAGE STRUCTURE STEPS
*+,*!`;.:.
156
840.72C
CONC. COLLAR
164
846.OID
CONC. CURB, GUTTER, AND CURB & GUTTER
166
848.02C
DRIVEWAY TURNOUT - RADIUS TYPE
'
169
848.05E
WHEELCHAIR RAMP
`•,` •'_� . `} ,, •;
170
850.01C
CONC. PAVED DITCHES
ZI G �45
0
1

r
w
4
a
Y
NOTES:
1. DISTANCE WILL VARY TO REACH THE DESIRED ELEVATION
AS ESTABLISHED BY THE DITCH GRADE. (SEE PROFILES
* 10' W/OUT GUARD RAIL AND X—SECTIONS)
13' WITH GUARD RAIL 2. ALL PAVEMENT STRUCTURE SLOPES ARE 1:1
rk L—WBL (Z L—REV. q —L—EBL UNLESS OTHERWISE SPECIFIED,
3. GENERAL MILLING AS RECOMMENDED IN GEOTECHNICAL REPORT.
35' 35' GP = GRADE POINT
~ 10' 6' 15' 10' 12' 12' 8' 15' 15' 8' 12' 12' *10' 30'
no'SEE NOTE 1 SHL'D. L—LINE SHL'D SHL'p SHL'D,
. n 4, 2, 2, 40
AVE PAVED PAVED AVE
�I 0 VARIES 41' TO 18ui ' 11i" 1
� _ .IV =
(� I W1 C2 "� C2 J
2 r r r
v 1 GP GP GP .j
2 U t�
y
"/ '
VARIABLE — �!� ? 1' t— y,. 1� 1, FLAT „ I, L" 1' ]'4_„/�' z to
.
ORIGINAL 6: 1 6.1 I „/�, 1LGROUND �3,�— 4 y�6:1
T E3 3 U D:V!l
T 2 J2 K
GRADE TO GRADE TO T _
"PHIS LINE EXIST. 24' THIS LINE 12„ GRADE TO 12„ 2' f \
f HIS LINE VARIABLE
' I SLOPE
\\\�, —
ROADWAY FROM STA. �Q Sly ORIGINAL
—L—REV. 501+75.00 509+25.00 FOR MILLING DETAIL, SEE SHT. 2A GROUND
TYPICAL SECTION NO. 1
Q L—WBL � L—REV. riL— EBL & SURVEY a * 10' W/OUT GUARD RAIL
13' WITH GUARD RAIL
35' 35' & VAR. 0' TO 35'
8'&VAR. 15' & 15' & 8'&VAR. �}c
10' 6' 15' 10, 12' 12' 0' TO 8' VAR. 0' TO 15' VAR. 0' TO 1 ' TO 12' 12' 10 30'
SEE NOTE 1 SHL'D. SHL'D SEE NOTE 1 SHL'D SHL'D.
4' -2 ' 2' 4'
AVE PAVED PAVED I AVEU- 0 z 11i2" =N 111110. i2' 11�„ 1 "„
r\m: to � N
►— C2 V) C2
U GP GP GP _j
VARIABL �!! y4�� 1� IL:/i FLAT �' �'„ �� /t4�1 ]„ ].
SLOPE —�
ORIGINAL 6: ] 6: 6: ] 6.�
GROUND ]��' �i y„. 1�„ ]/2„ �/" .i. y4„..�r.„/],
T ,� D2 J2 K T T 'r 2 J2 K T ?
12 12 12 12 \\ =
GRADE TO GRADE TO
VARIABLE
THIS LINE THIS LINE SLOPE
I
ROADWAY FROM STA. TO STA• L�EMARKS \\\� -
-L—REV. 509+25.00 516+58.83 BK. ORIGINAL
_ —L—REV. 516+65.02 AH'D. 554+00.00
—L—REV.(WBL) 554+00.00 562+00.00 FOR EBL SEE TS NO. 2A
—L—REV. 562+00.00 562+91.41 BK.
—L—WBL 562+91.41 AH'D. 569+00.96 BK. SEE TS NO. 10, SHT. 26 PAVEMENT DESIGN
—L—EBL 562+91.41 AH'D. 569+00.09 BK.
TYPICAL SECTION NO. 2 �;'oF�ssloti'••9
SEAL
L— EBL & SURVEY 15382
i
L—REV. •
z_ 15` 8' 12' 12' 10' 30' ,'•,9�%frF��rN�:E 5��,••'z'�
SHL'D. EXIST. PAV T. -SHL'D. D. ''����,��,,,����``
C2 2 4' w t s
AVE z °""""�bATE
I
T C2 c•, W1 ry C2 To
=
GP r GP r
IL
"
FLAT ti' y/�' y4„ �, rro
z yZ—��
� z M U s: ]
U C3 D5 D1 E4 D3 E3 GRADE TO THIS LINE 3 E3
r VARIABLE
ROAD WA Y FROM STA. M STA. SLOPE
—L—REV. 554+00.00 562+00.00
WEDGING DETAIL W 1 I GROUND
TYPICAL SECTIONS
TYPICAL SECTION NO. 2A \\\� = &'
(USE IN CONJUNCTION W/ TS NO. 2) PAVEMENT SCHED UL E
PROD. REFERENCE N0.
SHEET N
TOTAL SHEETS
fi.669004T
STATE PROJ. N0.
F. A. PROJ. NO.
DESCRIPTION
6.fi89001T
PE
PAVEMENT SCHEDULE
C1
PROP. APPROX. 1�4" BIT. CONC. SURFACE COURSE, TYPE HDS, AT
AN AVERAGE RATE OF 140 LBS. PER SQ. YD.
C
PROP. APPROX. 2�" BIT. CONC. SURFACE COURSE, TYPE HDS, AT
AN AVERAGE RATE OF 140 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
C3
PROP. VAR. DEPTH BIT. CONC. SURFACE COURSE, TYPE HDS, AT AN AVERAGE
RATE OF 112 LBS. PER SQ. YD., PER 1" DEPTH TO BE PLACED IN LAYERS NOT
LESS THAN 1 �4" OR GREATER THAN 1 �4".
C4
PROP. APPROX. 2" BIT. CONC. SURFACE COURSE, TYPE I-1, AT AN AVERAGE
A F 1 IN OF O
R TE 0 10 LBS. PER SQ. YD EACH TW LAYERS.
C5
PROP. VAR. DEPTH BIT. CONC. SURFACE COURSE, TYPE I-1, AT AN AVERAGE RATE
OF 110 LBS. PER SQ. YD. PER 1 " DEPTH. TO BE PLACED IN LAYERS NOT LESS
THAN 1 " OR GREATER THAN 1 �."
D1
PROP. APPROX. 1 �4" BIT. CONC. BINDER COURSE, TYPE HOB, AT AN AVERAGE
RATE OF 196 LBS. PER S YD.
p
PROP. APPROX. 3" BIT. CONC. BINDER COURSE, TYPE HOB, AT AN AVERAGE
RATE OF 336 LBS. PER SQ. YD.
D3
PROP. APPROX. 3�" BIT. CONC. BINDER COURSE, TYPE HOB, AT AN AVERAGE
RATE OF 392 LBS. PER SQ. YD.
PROP. APPROX. 4�" BIT. CONC. BINDER COURSE, TYPE HOB, AT AN AVERAGE
QD4
RATE OF 252 LBS PER SQ. YD. IN EACH OF TWO LAYERS
D5
PROP. VAR. DEPTH BIT. CONC. BINDER COURSE, TYPE HOB, AT AN AVERAGE
RATE OF 112 LBS. PER SQ. YD, PER 1" DEPTH TO BE PLACED IN LAYERS
NOT LESS THAN 1�4 OR GREATER THAN 3� DEPTH.
D6
PROP. APPROX. 1 �" BIT. CONC. BINDER COURSE, TYPE H, AT AN AVERAGE
RATE OF 165 LBS. PER SQ. YD.
PROP. VAR. DEPTH BIT. CONC. BINDER COURSE, TYPE H, AT AN AVERAGE RATE OF
110 LBS. PER SQ. YD., PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN
1 �" IN DEPTH OR GREATER THAN 3" IN DEPTH.
E1
PROP. APPROX. 3" BIT. CONC. BASE COURSE, TYPE HB, AT AN AVERAGE
RATE OF 330 LBS. PER SQ. YD.
E2
O
PROP. APPROX. 4" BIT. CONC. BASE COURSE, TYPE HB, AT AN AVERAGE
RATE OF 440 LBS. P R S YD.
L E Q
E3
PROP. APPROX. fi" BIT. CONC. BASE COURSE, TYPE HB, AT AN AVERAGE
RATE OF fi60 LBS. PER SQ. YD.
E4
PROP. VAR. DEPTH BIT. CONC. BASE COURSE, TYPE HB, AT AN AVERAGE
RATE OF 110 LBS.PER SQ. YD., PER 1" DEPTH TO BE PLACED IN LAYERS
NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5� IN DEPTH.
J1
PROP. 6" AGGREGATE BASE COURSE.
J2
PROP. 8" AGGREGATE BASE COURSE.
J3
PROP. VAR. DEPTH AGGREGATE BASE COURSE.
SUBGRADE TO BE STABILIZED TO A DEPTH OF 8" WITH LIME AT THE RATE OF
�K
APPROX. 20 LBS. PER SQ. YD..
OR
SUBGRADE TO BE STABILIZED TO A DEPTH OF 7" WITH PORTLAND CEMENT AT A
RATE OF APPROX. 55 LBS, PER SQ. YD.
SUBGRADE TO BE STABILIZED WITH 250 LBS. PER SQ. YD. OFSTABILIZER
QL
AGGREGATE MIXED WITH THE TOP 3" OF SUBGRADE SOIL AT LOCATIONS
DIRECTED BY THE ENGINEER.
3" MILL OF EXISTING ASPHALT, SEAL CRACKS, APPLY SAMI, REPLACE MILLING WITH
HOB, AND OVERLAY WITH HDS. SEE WEDGING DETAIL THIS SHEET
(
R
2'—fi" CONCRETE CURB AND GUTTER
T
EARTH MATERIAL
U
EXISTING PAVEMENT
OW1
WEDGING
SEE DETAIL THIS SHEET
WEDGING
(SEE DETAIL SHEET 2B }
2
-- --- T I

.
a
i
q L-WBL VAR. 47' TO 36' q L- EBL & SURVEY
NO
VAR.
10 6 1 15 10 12 AR.12 TO VAR. 11 TO 0 12 12 0 TO 12 10 30
SEE NOTE 1 SHL'D. I EXIST. PAV'T. SHL'D,
4' 4'
�AVED �AVED
z11., 11 �'2„
_ s Z
_ X X
I I'`) po
C2 GP w1 C2 C2
WBL
EBL
%4" 1 & VAR.
VARIABL
SLOPE _
ORIGINAL s. 1 6.',6. " - ••.-
GROUND/ 1
SEE MILLING s: -
T 2 J2 K U DETAIL, THIS SHEET D J2 K T
1291 0. THIS GRADE LINE 12,.
GRADE TO THIS LINE VARIABLE ORIGIN
I SLOPE GROU
ROAD WA Y FROM STA. TO S TA. REMARKS
-L-WBL 569+00.96 574+01.59 BK. SEE TS NO. 3A, THIS SHT. & TS NO. 10, SHT 2B �
-L-EBL 569+00.09 574+00.24 BK. SEE TS NO. 3A, THIS SHT. ORIGINAL
GROUND
TYPICAL SECTION NO. 3
(TRANSITION)
PROP. PAV,T
4' & V/
MILL
3'
& VARI
C
VARIABLE.
SLOPE
ORIGINAL
GROUND-
Q
EXIST. 24 PA VEMENT PROP. PAV T
.
16' 4' & VAR
MILL
3'
'MIN 1' Mitt & V R
18' EXIS T. CONC.
w1 c2 c2
I GP
4.
EX. ASPHALT (TYP.) I
MILL MIN. 3" OF EXIST. BST
AND REPLACE W/HDB
MILLING DETAIL
(EXIST NC 24127 AT LOCATIONS
IONS
DIRECTED BY THE ENGINEER)
1/4" /1'
GRADE TO D J2 K]�llT D3 E3 U
THIS LINE
ROAD WA Y FROM STA. TO STA. REMARKS
-L-WBL 569+00.96 569+71.18 SEE TS NO. 10, SHT. 213
-L-EBL 569+00.09 569+70.14
TYPICAL SECTION NO, 3A
Y-14
10' 6' 15' 10' VAR. 0' TO 18 12 12`
SEE NOTE 1 SHL'D. SEE BELOW EXIST I PA VT
4'
CD15", , AVE
T
1 2"
GP
(USE IN CONJUNCTION WITS NO.3)
AR. 0' TO 18' I 10'
SEE BELOW SHL'D.
4'
P AVE
15"
rr� �iriiitii�w�'i��►rr.-.�� sirr��irrrrr
o��►m�m o om�o
0
ROADWA Y
FROM STA. TO STA. PA V'T. HID T H �
Y-14�
N BL)
10+ 75. 00
15+ 30.00
0' TO
18'
Y-14
NBL)
27+00.00
30+25.00
18' TO
0'
Y-14(SBL)
10+75.00
14+30.00
0' TO
18'
Y-14
SBL
23+62.30
30+25.00
18' TO
0'
TYPICAL
SECTION NO.
4
30' `I
INSERT "A"
(USE IN CONJUNC77ON WITS NO.5)
VARIABLE
SLOPE
I GROUND
8' _ 12'1 _ 18' & VAR.
w SEE PLANS
6"
_z
2
J
J_
l.�
R C2 `"
IN
12"
T J3 D4 nJ2 K
!;• �� A
S E A L
o 13209
10
Q
64' FACE I TO FACE
12' 0-1
12'
EXIST. PA V'T.
PROD. REFERENCE NO.
SHEET NO.
TOTAL SHEETS
6.669001IT
10
STATE PROD. NO.
F. A. PROD. NO.
DESCRIPTION
6.689001 T
PE
SEE MILLING
DETAIL, THIS SHEET
U
GRADE TO THIS LINE -j
18' & VAR. 2` 8'
SEE PLANS
ui
6" 0
z
J
J
l.�
Ln1 C2 R
r-
U
4
47 1
/4"/1,
ROADWAY
FROM STA. TO STA.
REMARKS
-L-LINE
586+00.00
617+50.00
SEE
TS
NO.
11,
SHT.
28
-L-LINE
631+30.00
641+00.00
SEE
TS
NO.
11,
SHT.
2B
-L-LINE
660+00.00
690+50.00
SEE
TS
NO.
11,
SHT.
2B
-L-REV.
708+50.00
711 +25.78 BK.
-L-LINE
711+27.95
AH'D. 728+50.00
SEE
TS
NO.
11,
SHT.
2B
-L-LINE
732+25.00
736+00.00
Y-14�NBL)
15+30.00
19+66.66
SEE
INSERT
"A",
FOR
PAV'T. SCHEDULE
Y-14 NBL))
20+33.34
27+00.00
to
is
?I
is
Itto
Y-14(SBL)
14+30.00
19+66.66
"
"
to
is
Is to
Y-14(SBL)
20+33.34
23+62.30
"
"
"
"
" to
TYPICAL SECTION NO.
5
(5-LANE UNDI WDED)
Q- L-LINE
64' FACE I TO FACE
81 2' 30' 30' 2' 8'
0 EXIST. I PA VT �
z 6„
J
J_
lL
� R
ORIGINAL
GROUND
T 12>, J3NMI
NOTES:
699
Z
TZ
J_
li
C2
L
R
GP I
�
V Z,
7(B@7K
GRADE TO THIS LINE
J3
T
12„
ROADWAY
FROM STA.
TO STA.
-L-LINE
574+00.00
AH'D.
586+00.00
-L-LINE
617+50.00
631 +30.00
-L-LINE
641+00.00
660+00.00
-L-LINE
690+50.00
700+65.50 BK.
-L-REV.
700+65.50
AH'D.
708+50.00
-L-LINE
728+50.00
732+25.00
TYPICAL SECTION
NO. 6
1. DISTANCE WILL VARY TO REACH THE DESIRED ELEVATION
AS ESTABLISHED BY THE DITCH GRADE. (SEE PROFILES
AND X-SECTIONS)
2. ALL PAVEMENT STRUCTURE SLOPES ARE 1:1
UNLESS OTHERWISE SPECIFIED.
3. FOR PAVEMENT SCHEDULE, SEE SHEET NO. 2.
GP = GRADE POINT
ORIGINAL
GROUND
ORIGINAL I
-GROUND
21

q Y-LINE
VAR. * *
4 8 6,TO 8 VAR. 8 TO 16 VAR. 8 TO 24 VAR.6, TO8,$
SEE SHL'D. VAR. SEE PLANS VAR. SHL'D.
, 1 , SEE BELOW
NOTE 1 SEE 0 T06 VAR. 18 TO 20 0 T06
w BELOW
w
Z �� EXISTING 71 It z
U C4 I C4
GP W
314
„I u
U
GRADE TO T 6 L D6 TnN �� E2
THIS LINE 12,r E r` »
12
ROAD WA Y
FROM STA.
TO S TA.
SHL'D. WID TH
Y-0
15+40.00
16+50.00
8'
Y-3 REV.
10+00.00
11+00.00
fi'
Y- 5
10+85.00
12+25.00
8'
Y-5
15+25.00
16+50.00
8'
Y-7
10+60.00
11 +20.00
6'
TYPICAL SECTION NO.
7
q Y-LINE
I2 11,N_
L E2
D6 GRADE TO
THIS
LINE
ROADWAY FROM STA.
TO STA. SHL'D. WIDTH
Y-0
8+50.00
12+00.00
8'
Y-3
REV. 11+00.00
12+56.09
6'
Y-4
REV. 15+12.59
19+40.91 BK.
6'
Y-4
15+44.44 AH'D,
17+60.00
6'
Y-5
12+25.00
12+56.86
8'
Y- 5
14+ 43.14
15+ 25.00
8'
Y-8
10+00.00
11+51.68
6'
Y-9
11 +45.51
12+50.00
6'
Y-11
REV. 10+99.14
12+75.00 BK.
6'
Y-11
12+ 75.00 AH'D.
13+ 50.00
6'
TYPICAL SECTION NO. 7A
w
0
_z
ORIGINAL =
GROUND
v
(USE IN CONJUNCTION W/ TS NO. 7)
8, 6
SEE SHI.
NOTE 1
112
1\i
Y-LINE
VAR. 16' I TO 30'
SEE PLANS
GP
1/4„
00
*6' W/OUT GUARDRAIL
9' WITH GUARDRAIL
*8' W/OUT GUARDRAIL
11' WITH GUARDRAIL
'1 I ORIGINAL
GROUND
\M SLOPE
VARIABLE
_GRADE TO
THIS LINE
ORIGINAL
GROUND -
VARIABLE
SLOPE
6' 1
SHL'D.
w
z
J
J
E
GRADE TO
THIS LINE
ROAD WA Y
FROM STA.
TO STA.
Y-1
11 + 00.00
13+ 00.00
Y-10 REV.
11+45.28
13+50.00
Y-12
10+20.00
11 +04.01
Y-13 REV.
10+97.82
13+00.00
TYPICAL
SECTION
NO. 8
10'
J
70' & VAR.
SEE PLANS
VAR. 1
VAS
GRADE TO THIS LINE
TYPICAL SECTION NO. 9
(PARKING LOT 0 BETHEL ELEM. SCHOOL)
(i DETOUR
'
2 VA
11'&VAR. 11'&VAR.
0' TO '
SHL'D.
SEE DET.I PLANS
SHL'D.
9112 9i2
z
011-
.O6 MAX.
ad
O-TO6'
=
ROLLOVER
FI LL
~
C4
SHL'D.
v
GP I r
1'
,
VAR
ORIGINAL
A
GROUND
1-4" /1'
0.
�-
U
71
D6 J2 U
GRADE
TO THIS LINE
ROAD WA Y
FROM S TA.
TO S TA.
DET. NO. 1
573+70.00
586+40.00
DET. NO. 2
616+25.00
632+25.00
DET. NO. 3
637+81.31
662+15.00
9
q DETOUR & -L-WBL DET. 1,40. 4 689+25.00 2+39. le -
VAR. 37' TO 33' DET. NO. 5 726+90.00 733+65.00
VAR. VAR. VAR. VAR. VAR. VAR.
6' 15' TO 8' 10' TO 17' 12' TO 8' 14'T010'-6" 6'TO 0'7'TO OTYPICAL SECTION NO. 12
SEE NOTE 1 SHL'D. SEE PLANS SHL'D.
w 10
' 3
4�4„
� w
_z PAV D .06 MAX. z
= 103i" ROLLOVER
I C1 ORIGINAL U
* GP v GROUND
DET O &VAR•
1
6•. .:.-.per:;.y.,. �: .��P�• EXIST NC 24127
6: S: :' ti' '", fi •k .0 &VAR.
T D3 t K J2 12"_ -T.* FINAL -L-WBL SURFACE TO BE W1 &
12" N GRADE TO THIS LINE INSTALLED IN PHASE III, SEE
TCP PLANS.
ROADWAY FROM STA. TO STA.
DET. NO. 1 567+00.00 572+50.18 BK.
DET. NO. 1 572+48.66 AH'D. 573+70.00
TYPICAL SECTION NO. 10
(USE IN CONJUNCTION W1 TS NO. 2, 3, & 3A)
Q -L-LINE q DETOUR
GRIOUND
SIDE
LT.
LT.
RT.
RT.
RT.
q-L-(WBL)
PROJ. REFERENCE NO.
SHEET NO.
TOTAL SHEETS
6.669004T
STATE PROJ. NO.
F. A. PROD. NO.
DESCRIPTION
6.689001 T
PE
I� )
tip♦ "�I,�
EXIST. NC 24127
z�f SEALS
ok 13209�
y FLORF.
U
Q DETOUR
2' 6' 1 10'&VAR. 10'&VAR. -6'-12
SHL'D. SHL'D.
I
9'112rr i 9/2rr
w
0
z
1-GRADE TO THIS LINE
ROADWAY FROM STA. TO STA.
Y-11 DET. 10+36.53 11 +60.00
TYPICAL SECTION NO. 13
r+--L-REV.
132'
35'
35'
TO FACE
I
r+_ DET. N0.
6 OR 7
r+_ DET. NO. 6 OR 7
VAR.O'TO12' VAR. O'T014' 6'MIN.
8'
VARIES
VARIES
SEE DETOUR PLANS
SHL'D.
0' TO 29'
0' 29'
w
c�
6 2 4
rTO,
4 2 6
2'
6"
z
PROPOSED WBL
I
PROPOSED EBL
11-
=
PAVEMENT C1
C1
I PAVEMENT
J
P
GP
U
I I C1
R
l�
�
P
*
?
\\�
PROP. e
--�-�
0
VAR.
PROP.
y4" 1
�
"'4�
v
ORIGINAL
GROUND
PROP.
-�-�
PRO
e
EXIST. NC
24127
'``` ' °
°=�-� �`"�
' - " _'�'
D3 E3
T T D3
E3
\♦
3 K
DJ2 J3
T
�0
GRADE TO
o�
N
12
*
FINAL -L-LINE SURFACE TO BE W1 &
THIS LINE
r
GRADE TO THIS LINE
INSTALLED IN PHASE III, SEE
TCP PLANS.
ROADWAY
FROM STA. TO STA,
SIDE
ROAD WA Y
FROM STA.
TO STA.
DET, N0.
1 586+40.00 588+54.95
LT.
DET. N0. 6
10+00.00
17+98.36
DET. NO.
2 614+39.95 616+25.00
LT.
DET. N0. 7
10+00.00
17+17.58
GROUND DET. N0.
2 632+25.00 634+2$.74
LT.
C4
TYPICAL
SECTION NO.
14
DET. NO.
3 662+15.00 664+29.03
RT.
2•� DET. NO.
4 686+82.47 689+25.00
RT.
N
DET. NO.
5 724+69.88 726+90.00
RT.
TYPICAL SECTION NO. 11
(USE
IN CONJUNCTION W/ TS NO. 5)�--
NOTES:
1. DISTANCE WILL VARY TO REACH THE DESIRED ELEVATION
AS ESTABLISHED BY THE DITCH GF�ADE. (SEE PROFILES
AND X-SECTIONS)
2. ALL PAVEMENT STRUCTURE SLOPES ARE 1:1
UNLESS OTHERWISE SPECIFIED.
3. FOR PAVEMENT SCHEDULE, SEE SHEET NO. 2.
WEDGING DETAIL W2
GP = GRADE POINT
ORIGINAL
GROUND
q--L-(EBL)
2B

C p 3 -'1 4 G
DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA
LIST OF PIPE, EN-DWALLS, ETC.
(FOR PIPE 48" & UNDER)
PROJ. REFERENCE NO.
SHEET NO.
TOTAL SHEETS
6.669004T
A Lo
STATE PROJ. NO.
F.A. PROJ. NO.
DESCRIPTION
6.669004T
CONSTR.
ABBREVIATIONS
ca
ENDWALLS cn aw^ C.B. CATCH BASIN
W a �u..w amp
F Z x w_j Z u i' N.D.I. NARROW DROP INLET
0 o CLASS III R.C. PIPE BITUMINOUS COATED C.S. PIPE TYPE B o o o d N
z to rn 00 li cv x x x D.I. DROP INLET
a Z (UNLESS NOTED OTHERWISE) {UNLESS NOTED OTHERWISE) Q ,i V) x = "'o N N N N I � c� c� c
w �o� o o �`+ ^.p.l. MEDIAN DROP INLET
~ j �Q Vl J O N 2 N co
STD. 838.01 STD. 838.11 w w v N N 00 00 °0 N 00 v) co
e J rwv � M.D.I. (N.S.) MEDIAN DROP INLET (NARROW SLOT)
(UNLESS (UNLESS o bi
+ a al
w `� o 0 o N o a o � ,~ v^'-, w B JUNCTION BOX
NOTED NOTED FQ N 0 0 a 0o cn v' N _N ono o w w w o cN M.H. MANHOLE
OTHERWISE OTHERWISE o o o
} } I_IN. a w w w Z v S.S.W. SPECIAL SHOULDER DROP INLET
*FT. Q v Ln N 00 °° �' - �' �; a n a c-s Z 3 " o �
7 CU. YDS. CU. YDS. o cn o0 0o ao w m w m a o `/r♦' I�"1 U m w m Q Z
SIZE " " " 1 N N N N N N Q± w V V U 1 R
12 15" 18" 24 30 36' 42" 4$ 12' 15 1$ 24 30 36 42" 48" USING USING "' A B o Q Q o o a o ~ H w' w
o CONC. BRICK Q E E w w _ oc w oo v w w v o a z
¢ ■ e e 'a �' N� .--. — Z W W W f/7 _d 9-
N m J
Q Q 0 eti Q m 0 (7 (' �i O 2 J Q, O, O, d 2. W x w
p o . a ■ N Q Y a a Q �i c_i a J Q
can coo coo ^ o _ a TYPE GRATE x x N W w W ¢ Z z f� x m a cam" '�� U � w
0 0 0 0 0 0 0 0 o w �i vi c i cri rr z c� o a c� �. .� cn c� w cn ca o - o N w
r� rY
o c� w Q � m cn ca _ - - - _ N _ - x x x z a a z � z w
c� a - o 0 o a o a o a o Z W Z o in o
'_ u�i o cj A B C E FtG © o z m o N o �+ ,� '`' o u L) m o o a REMARKS
-L- 503+00 MED. R 1 V. 00 1 X X X X 1 1
-L- 504+00 MED. REV. 84' 1 X X X X 1
-L- 504+00 RT. R3 • 76' 1 X X X X 1 1
-L- 506+00 LT. 4 52' 1 X X X X 1 1
-L- 507+00 RT. R5V. 96 1 X X X X 1 1
-L- 507+00 MED. REA. 72' 1 X X X X 1 1
-L- 513+50 MED. 6 28' 1 X X X X 1 1 2-15"
-L- 513+80 MED. 7 116 1 X X X X 1 .5526
-L- 513+75 RT. 8 32' .5526
-L- 513+80 RT. 9 28' 1 PLAIN CSP
-L- 516+50 MED. 10 268 1 X X X X 1 1
-L- 516+80 LT. 11 76' 1 X X X Xi I
1 1
-L- 519+25 LT. 12 44 1 X X X X 1 1
-L- 520+70 LT. 13 44' 1 X X X X 1 1
-L- 521+50 MED. 14 20' 1 X X X X 1 1
-L- 524+30 MED. 15 92' 1 X X X Xi REMOVE EX. DI
-L- 524+30 RT. 16 20' .4465
-L- 528+40 RT. 17 84' 1 X X X X 1 1
-L- 528+75 MED. 18 76' 1 X X X X 1 1
-L- 530+50 MED. 19 80 1 X X X X 1 1
-L- 530+50 LT. 20 64' 1 X X X X 1 1
-L- 538+25 MED. 21 580 1 X X X X 1 1
-L- 538+ 25 LT. 22 64' 1 X X X X 1 1 1
-L- 538+00 RT. 23 76' 1 X X X X 1 1
-L- 545+25 MED. 27 116' 1 X X X X 1 1
-L- 546+55 RT. 28 20- 1 X X X X 1 1
-L- 557+00 MED. 29 68' 1 X X X X 1 1
-L- 557+70 MED. 30 96' 1 X X X X 1
-L- 557+75 LT. 31 20'
-L- 557+75 LT. 32 64' 1 X X X X 1 1
-L- 558+20 LT. 33 20'
-L- 558+20 LT. 34 140' 1 X X X X
-L- 559+00 MED.
35
1132'11
X
X
X
X
1
1
-L-- 557+70 RT.
36
24;
1
PLAIN CSP
-L- 562+00 RT.
37
'
.7640
-L- 562+40 LT.
38
bcj
4'
.7640
-L- 562+80 RT.
39
88'
1
X
X
X
X
1
1
-'
-L- 563+00 LT.
40
72'
1
X
X
X
X
1
1
-L- 565+50 LT.
41
48
1
X
X
X
X
1
1
-L- 569+45 LT.
42
60'
1
X
X
X
X
1
1
-L- 569+50 LT.
43
80'
1
1.2'
X
X
X
X
1
1
EXTRA DEPTH
-L-- 573+40 RT.
44
20'
1
X
X
X
X
1
1
-L- 573+45 LT.
45
24'
1
X
X
X
X
1
1
0
rn
SHT. 3-A SUB -TOTAL
_,0
921
96'
112
48'
20'
28'
1
24'
35
1.2'
30
1
31
3
1
1
1
3.0797
2-15"
�,��
3-A

13
DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA
LIST OF PIPE, ENDWALLS, ETC.
(FOR PIPE 48):11 & UNDER)
PROJ. REFERENCE NO. SHEET NO. TOTAL SHEETS
6.66900 uT 7
STATE PROJ. NO.
F.A. PROD. NO.
DESCRIPTION
6.66900 "T
CONSTR.
o ABBREVIATIONS
U
ENDWALLS u,-^
C.B. CATCH BASIN
U) W Mmm
F z cr_ J Z ' j N.D.I. NARROW DROP INLET
Z CLASS III R.C. PIPE BITUMINOUS COATED C.S. PIPE TYPE 8 F � � o a � g P �EIA
o z Z O= = O M c`li N N M Li M N v U U N no D.I. DROP INLET
W {UNLESS NOTED OTHERWISE) (UNLESS NOTED OTHERWISE) JNM o o o � o N NMd. N o = _ _ = r- M.D.I. MEDIAN DROP INLET
STD. 838.01 STD. 838.11 co
"' v N cn �`' co 0o co N o M = co (n - - J ``' o ( ) ( )
r� M.D.I. N.S. MEDIAN DROP INLET NARROW SLOT
(UNLESS (UNLESS o_ Q W �' o 0 0 0 0 o co
�' J �' ¢ 4+ v
+ �o �_ ac c i J o a no w W cn J.B. JUNCTION BOX
Q w a o a w '< .t_ '� o o v, ^' >_ M.H. MANHOLE
NOTED NOTED o ¢ C'4 ca o oho � qr °O v' N N N F- m W W w as cn
OTHERWISE OTHERWISE p z co n `� W W "' W w - �' �`' �`' � r ski S.S.D.I. SPECIAL SHOULDER DROP INLET
LIN. � ¢ N W a o a a are U z
*FT. cn N oo awo 03 N 0o "' m a vi o z J
CU. YDS. CU. YDS. b E Q N `�' `�'
n n " n n n r n n n n n " flC W W W U d O m W m Q
Ck-
SIZE 12 15 18" 24 30 36 42" 48" 12 15' 18 24 30 36 42 48 USING USING "' A B o o a R' a o a o ~ " " " J W J a
m L` L` u: p
o CONC. BRICK cr_ cn cn U- a ¢ .- o Of m a z
O Q O U U M d en J d d dckf
d U.1 Y J
Q O .tf Q '� N p� 00 Q - c - Q U U Q J U Q
rn o Q TYPE GRATE �- ono N W w w Q ¢ v v 0o ¢ v�i 0° w N o o= w m o
n0 O O u j d vi 0 vi U ac a V Q ac Q Q Z Z cen C� w v) c.) = = c-) cn 4d W
� c0 cD �O co f` O� O) OO X Y La N � � � r w X CL x X X O O F- m
O q O O O O p p c7 C�
F- CL � cj U `Q ¢ V) � O U W � _ _ _ _ _ — _ N co F5_ _ j 7 X O X U N cn U � U
_ d ._ _ 0 p O p m m p m p m z z - Co to O J < O O OCL
N a ui o A B C E F G a REMARKS
--L- 573+80 LT. 46 60' 1 1 1 X X X X
-L- 573+80 RT. 47 40' 1 1 1 X X X X
-L-- 574+ 10 RT. 48 28' 1 PLAIN {,� j i- ?"
-L- 574+30 LT. 49 �o .7640
-L- 574+30 RT. 5014�e.7640
-L- 575+30 LT. 51 148 1 1 1 X X X X
-L- 575+30 RT. 52 60' 1 1 1 X X X X
-L- 579+25 LT. 53 96 1 1 1 X X X X REMOVE EX. DI
-L- 579+25 LT. 54 20' 2-12" BERM DRAINAGE OUTLET STD. 100.09
-L- 588+45 RT. 55 20'
-L- 588+60 RT. 56 48' 1 1 1 X X X X
-L- 588+80 LT. 57 64' 1 1 1 X X X X
-L- 590+00 RT. 58 20' 1 1 1 X X X X
-L- 591 +14 RT. 59 12' 1 1 1 X X X X
-L- 591 +14 LT. 60 92' 1 1 1 X X X X
-L- 592+60 RT. 61 140 1 1 1 X X X X
Y--4 REV. 15+00 RT. 62 08'
-L-- 593+90 LT. 63 12- 1 1 1 X X X X REMOVE EX. JB do MH
-L- 594+00 RT. 64 60' 1 1 1 X X X X
-L- 594+00 RT. 65 12'
-L- 595+20 RT. 66 116' 1 1 1 X X X X
-L- 596+50 RT. 67 28' 1 1 1 X X X X
-L- 598+90 LT. 68 24' .4465
-L- 598+90 RT. 69 16' 4465
-L- 602+00 RT. 70 260' 1 1 1 X X X X
-L- 604+60 RT. 71 12'
-L- 604+60 RT. 72 4' 1 1 1 X X X X .4465
-L- 604+65 LT. 73 20' .4465
-L- 608+40 LT. 74 12'
-L- 608+40 LT. 75 16' 1 1 1 X X X X .4465
-L- 608+40 RT. 76 24' 1 1 1 X X X X .4465
-L- 612+80 LT. 77 16'
-L- 612+80 LT. 78 4' 1 1 1 X X X X .4465
-L- 612+80 RT. 79 24' .4465
-L- 613+30 LT. 80 60' 1 X X X X 1 1 1-12"
-L- 617+15 LT. 81 24' 1 X X 1
-L- 617+15 RT. 82 24' 1 1 1 X X X X
Y-5 12+60 RT, 83 12'
Y-5 12+60 RT. 84 32' 1 1 1 X X X X
Y-5 12+65 LT. 85 24' 1 1 1 X X X X
Y-5 14+40 RT. 86 28'
Y-5 14+40 RT. 87 32' 1 1 1 X X X X
Y-5 14+40 LT. 88 24' 1 1 1 X X X X
SHT. 3-8 SUB -TOTAL 60' V,40184 48' 20' 2 ' 26 25 2 12 12 1 1 1 1 1-12" �00 2-12"
3-8

DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA
LIST OF PIPE, ENDWALLS, ETC.
(FOR PIPE 48" & UNDER)
PROJ. REFERENCE NO.
SHEET NO.
TOTAL SHEETS
6.669001T
C
STATE PROD. NO.
F.A. PROJ. NO.
DESCRIPTION
6.66900 T
CONSTR.
ABBREVIATIONS
0
U
ENDWALLS N ¢w'' C.B. CATCH BASIN
W ad
zCCIS
z ``' N.D.I. NARROW DROP INLET
o CLASS III R.C. PIPE BITUMINOUS COATED C.S. PIPE TYPE B Z L) a a F ,� �:, ,� ,� ,� D.I. DROP INLET
Z Q 0 O = V 1 U N N N ►') I U_ V U_ H N O
W (UNLESS NOTED OTHERWISE) (UNLESS NOTED OTHERWISE) � � � � Cn x z O � N � N o � = r� � M.D.1 MEDIAN DROP INLET
Q 00
a aO Ln J r,y �i o 0 � � N 2 N W O
N STD. 838.01 STD. 838.11 w -1 N � N °p °O co c., � M = co v' p i _ N 00 o M.D.f, (N.S.) MEDIAN DROP INLET (NARROW SLOT)
(UNLESS (UNLESS o 7d' + c� a o w N I- o 0 0 ,,, cn - w
o co a a cv N op cn J °�' n N �' J.B. JUNCTION BOX
ui
°C ~�- a ,� co (n cn N `� ¢ w <- <- o ^' r M.H. MANHOLE
NOTED NOTED a � N
U' N 0 00 ~ �'�' } S.S.D.I. SPECIAL SHOULDER DROP INLET
OTHERWISE OTHERWISE) Z co0O ^ 0p Q' w w r� w z Z U
} ) LIN. a L ''' Fj m v o :m mw O
*FT. co ¢ (n cn w w ( w � m v a a a _" N o z
CU, YDS. CU. YDS. o ti w ``' a w Li a o `" `r' m w m Q a
r n n n r n n r x r n r n u-j w ui �j .Zj m o V V V �il J c/1 W H
SIZE 12 15 18" 24' 30 36 42 48 12 15" 18 24 30 36 42 48 USING USING A B o o a a o a o w C6 � ti ti W
o CONC. BRICK cn Cn cn ¢ Q [Y Q m a a `-' a �' m a z
.43 W W W J
OO rif Q m 0 (w'> ri 0 QJ a a a Q V U Q J j
o TYPE GRATE �`' w `}r'� co
w W W Q a (A vi °p Q °�° w x x x o o °�
p7 a a d a ]C W ai w pp
CD fD cD cD r- n p O J = a q ]C pQ C� Z Z F (D x a r e (, Ul (cn N/1 Lj v W
o O O Q O o p Q W U (/1 V f/7 U �' x p U o u U F H C v (/� (� w (/1 O co
� a U V t� N m m Cn — — _.: _ _ — _ _ _ 7 X X X W
V _ _ Q Q m m 0 Z Z e [ e Z Q Q Z Q' Z
U — — CO O cD O � O o 0
N a Lei o (3 A B C E F G ca z z co, N r7 r-) c� U C-) c� c� C) a REMARKS
-L- 622+80 LT. 89 28'
.4465
-L- 622+85 RT. 90 28' 4465
-L- 631 +80 RT. 91 60' 1 1 1 X X X X
-L- 631 +80 LT. 92 32 1 1 1 X X X X
-L- 637+25 LT. 93 x X X X L 1
-L- 637+25 LT. 94 100 1 1.8' 1 1 X X X X EXTRA DEPTH
Y--9 11 +30 RT. 95 128' 1 1 1 X X X X
Y-9 11 +85 rt 96 60'
-L- 631 +65 LT 92A 20' 1 PERM DITCH -OUTLET
-L- 641 +00 RT. 97 1 X X X X 1 REMOVE EX. DI
-L- 641 +05 LT. 98 161 1 X X X X 1 1
-L- 641 +05 LT. 99 16' 1 0.6' 1 1 X X X X EXTRA DEPTH, REMOVE 3 EX. DI'S
-L- 641+25 LT. 100 1 X X X X 1 REMOVE EX. DI
-L- 643+65 RT. 101 400' 1 1 1 X X X X
-L- 647+65 LT. 102 60' 1 1 1 X X X X
-L- 647+65 RT. 103 160 1 1 1 X X X X
-L- 649+27 LT. 104 60' 1 1 1 X X X X
-L- 649+27 RT. 105 52' 1 1 1 X X X X 2-24"
-L- 649+65 LT. 106 36' 1 1 1 X X X X
-L- 648+90 LT. 108 04' 1 X X X X 1 1
Y-10 REV. 10+85 rt 109 128'
-L- 635+00 LT. 92B 20BERM DITCH OUTLET
-L- 635+00 LT, 92C 22 I I 1 X X X X
-L- 657+00 RT. 110 492' 1 1 1 X X X X
-L- 661+95 LT. 111 32' 1 4.9' 1 1 X X X X EXTRA DEPTH
-L- 661+95 RT. 112 20' 1 2.5' 1 1 X X X X EXTRA DEPTH
-L- 666+40 LT. 113 32' 1 1 1 X X X X
-L- 666+40 RT. 114 60' 1 1 1 X X X X
-L- 668+00 RT. 115 20' 1 1 1 X X X X
-L- 669+10 LT. 116 24'
-L- 670+80 LT. 117 60' 1 1 1 X X X X
-L- 670+80 RT. 118 24' 1 1 1 X X X X 2-15"
-L- 638+ 40 LT. 93B 2 I X X x x
-L- 672+42 LT. 119 60' 1 1 1 X X X X
-L- 672+42 RT. 120 24' 1 1 1 X X X X 2-15"
-L- 673+00 LT. 121 60' 1 1 1 X X X X
-L- 673+00 RT. 122 56' 1 1 1 X X X X
-L- 675+55 Q. 123 00' 16.0 14.288 ENDWALLS FOR DOUBLE 48" RCP'S
-L- 675+62 LT. 124 20'
-L- 675+62 LT. 125 60' 1 1.1' 1 1 X X X X EXTRA DEPTH
-L- 675+62 RT. 126 20' 1 2.6' 1 1 X X X X EXTRA DEPTH
-Y8 - 11- 80 RT 93A 68' X X X X I I
-L- 680+15 LT. 127 16' 1 1 1 X X X X
-L- 680+15 RT. 128 8' 1 1 1 X X X X .4465
-L- 685+25 LT. 129 6 1 1 1 X X X X
Y-12 11 +00 RT. 130 80' 1 X X X X 1 1
Y-12 11+00 LT. 131 56' 1 X X X X 1 1
-L- 685 +05 RT. 129A 4 I X X X X
SHT. 3-C SUB -TOTAL 16' ,d,jb 92 940 24' 00 88' 52' 16.0 14.288 39301 S 13 12 4 2 2. 2 2 3 �� 15" 2-
3-C

DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA
LIST OF PIPE, ENDWALLS, ETC.
(FOR PIPE 48" & UNDER)
PROJ. REFERENCE NO.
SHEET NO.
TOTAL SHEETS
6.669004T
325
STATE PROJ. NO.
F.A. PROJ. NO.
DESCRIPTION
6.669004T
CONSTR.
ABBREVIATIONS
ENDWALLS
0
C') cn Q w= `
w z Lj a
C.B. CATCH BASIN
z
N.D.I. NARROW DROP INLET
Z
Q
O
CLASS III R.C. PIPE
BITUMINOUS COATED C.S. PIPE TYPE B
F Q
o
a
F
U
CO
r�
00
N
Y
Sc
Y
O
D.I. DROP INLET
~`
Q
z
(UNLESS NOTED OTHERWISE)
(UNLESS NOTED OTHERWISE)
Q � U%czn x
a
� o
o
N
c%j6
(V
N
�
N
N
�
�
c >
V
V
�
=
n
w
M.D.I MEDIAN DROP INLET
STD. 838.01
STD. 838.11
L
Q Ln J
w
�i Q
°O
co
00
�.,
o
00
�
=
w
2
H
e
cn
H
o
a
M.D.I. (N.S.) MEDIAN DROP INLET (NARROW SLOT)
c�
(UNLESS
(UNLESS
Q��
Z
oQ t
En ago
U w
�n
cD
a
a
a
�;,
N
O0
cn
¢
�
a
�
a
r
o
a
rr_j uj
Ln
�'
_i
00
4,
v,
J.B. JUNCTION BOX
NOTED
NOTED
~" �-'
o
Q a
� a
w r1
o
0
0
ao
cn
cn
N
p�
_j
a
N
w
<-
,,,.,
o
v,
'�'
in
}:
M.H. MANHOLE
`f'
OTHERWISE)
OTHERWISE)
c%j
a
z
W Q
w
°O
rn
°°
w
w
N
�
w
o
z
o
m
w
w
+�+
w
�++
r
�2i
o
o
z
S.S.D.I. SPECIAL SHOULDER DROP INLET
LIN.
.
�o
AFT.
�
a
Q �'
�/
ado
w
``'
a
wyy
�V
yy
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co
°°
a
Q
"'
r,,
u
v
a
Ls
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v�
b
vi
b
cri
�..�
m
z
w
3
m
J
w
"
¢
o
z
w
w
SIZE
"
12
"
15
M
18
24"
30"
11
36
11
42
X
48
11
12
"
15
1/
18
24"
II
30
11
36
"
"
48
CU. YDS.
USING
CU. YDS.
USING
A
B
42
o
a
CONC.
BRICK
tz
o
O
Q
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a3
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v�
Q
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a
Q
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W
a
W
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J
N
a
a
a
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N
m
J
a
a
J
b
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t
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a
Q
TYPE GRATE
�`'
F
ago
w
w
w
¢
N
a
vi
En
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¢
N
m
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w
N
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a
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a
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vi
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Q
a
Q
a
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(n
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c�
=
=
c�
cn
ai
w
O
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F-
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a
V
OC
CU
V
rQ
Z
Q
d
J
V
z
U
w
I?
N
—
—
_
c�5Ck:
_
—
—
T
N
N
—
c'
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j
7
X
X
X
U
C�'n
N
U
CU
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N
°o°
c�
rZ
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z
o
o
N
o
o
o
a
REMARKS
Q
rri
o
A
B
C
E
F
G
a
o
-L- 687+00 LT.
132
I::'
-L- 687+00 LT.
133
60
1
1
1
X
X
X
X
-L- 687+00 RT.
134
192
1
1
1
X
X
X
X
-L- 691 +55 rt
135
104'
-L- 693+25 LT.
136
20'
1
X
X
X
X
1
1
-L- 693+25 LT.
137
60'
1
2.8'
1
1
X
X
X
X
EXTRA DEPTH
-L- 693+25 RT.
138
36'
1
3.1'
1
1
X
X
X
X
EXTRA DEPTH
-L- 693+90 q
139
1148'
Y-13 11 +00 rt
140
52'
Y-13 11 +00 LT.
141
1
128'
1
X
X
X
X
1
1
-L- 701 +25 LT.
142
416'
1
X
X
X
X
1
-L- 704+15 LT.
143
16'
1
X
X
X
X
1
1
1-15"x
5"x15
-L- 705+15 LT.
144
16'
1
X
X
X
X
1
1
1-15"
5"xI5x
-L- 705+45 LT.
145
16'
1
X
X
X
X
1
1
-L- 705+45 LT.
146
28'
1
1.0'
1
1
X
X
X
X
EXTRA DEPTH
-L- 705+35 LT.
147
1
X
X
X
X
1
-L- 705+50 RT.
148
12'
.446
-L- 709+15 LT.
149
12'
1
X
X
X
X
1
1
-L- 709+15 LT.
150
04'
1
1
1
X
X
X
X
-L- 710+15 RT.
151
oe
'
1
X
X
X
X
1
1
-L- 710+40 LT.
152
20'
.5526
-L- 710+55 RT.
153
28'
.5526
-L- 713+20 LT.
154
40'
1
X
X
X
X
1
1
1-12"
-L-- 713+50 LT.
155
500'
1
1
1
X
X
X
X
-L- 714+25 LT. 156 12'
1
X
X
X
X
1
1
1-
1 2
-L- 715+25 LT. 157 12'
1
X
X
X
X
1
1
1-1 "
-L- 716+60 LT. 158 12'
1
X
X
X
X
1l.
1
5x 2
-L- 718+50 LT. 159 48
1
1
1
X
X
X
I X
-L- 718+50 RT. 160 60'
1
1
1
X
X
X
X
-L- 720+65 LT. 161 12'
1
X
X
X
X
1
1
2-2 Z
-L- 721+50 LT. 162 12'
1
X
X
X
X
1
1
1-24"x
24"xl2
-L- 723+00 LT. 163 24'
1
1
1
X
X
X
X
-L- 722+90 RT. 164 12'
-L- 723+00 RT. 165 60'
1
1
1
X
X
X
X
-L-- 726+90 LT. 166
1
1
1
1 X
X
X
X
-L- 726+90 RT. 167 4'
1
1
1
1
X
X
X
X
.446
--L- 727+25 RT. 168 40'
-L- 728+30 LT. 169 48'
1
X
X
X
X
1
1
-L- 732+60 LT. 170 104
1
X
X
X
X
I
1
1
-L- 733+40 RT. 171
1
X
X
X
X
1
REMOVE EX. CB
-L- 733+60 LT. 172 12'
1
X
X
X
X
1
-L- 735+30 RT. 173
1
X
X
1
--L- 735+55 LT. 174
1
X
X
1
SHT. 3-D SUB -TOTAL 32 � 116'4 4 6212r
IVE — I
32
6.9'
13
2
5
8
-
1
1
1
14
14
2
3
2-a 5 x
2-12p 1.9982
�] I I
. 1 x
5"x12
2-2A"x
2'f"x12'
3-D

(fv+ ►,T P-.) , )j i�
DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA
LIST OF PIPE, ENDWALLS, ETC.
(FOR PIPE 48" & UNDER)
J
O
ENDWALLS
v� Q Uwt^
wa w am o
z
CLASS III R.C. PIPE
BITUMINOUS COATED C.S. PIPE TYPE B
W L i U
o
z
(UNLESS NOTED OTHERWISE)
(UNLESS NOTED OTHERWISE)
�� � '�
= o
o
`"
N
STD. 838.01
STD. 838.11
N
w
"`� `� Q
N �
Z
°°
°o
°o
N
Go
(UNLESS
{UNLESS
o +
a w
U ,
�'
`�°
(o
o
�o
�
p
00
NOTED
NOTED
$ Q
N
CD o
wo a
g
coLn
En
CN
N
Go
N
OTHERWISE)
OTHERWISE)
L a
w
`�
o
`�
o
m
m
LIN.
*FT.
co
a En
�
Ln
Ln
000
coo
00
v'
w
�
�
w
SIZE
12"
15"
18"
24"
30"
36"
42"
48"
12"
15"
18"
24"
30"
36"
42"
48"
CU. YDS.
USING
CU. YDS.
USING
o
"'
o
o
¢
�
w
<
a
o
cr_C)
o
w
a
A
B
o
CONC.
BRICK
Ln
a
a
ti
t
b
O00
o
.�
¢
m
o
cn
o
o
JJz
¢
w
TYPE GRATE
�
0p0
v'
w
w
w
Q
Q
r^
ago
<
O
O
O
O_
a'
O
O
O
W
Z
O
V
V
F�
O_
C�7
.Zi
.Zi
CL
�'
U
O'
U
Q
w
t�
Q
(17
�'
m
m
Z
W
Ln
U
A
B
C
E
F
G
O
Lnw
_
Sri
-
CDC6
U
CL
_
4
_
O
a
a
m
a
mi
O
�
o
�
o
mi
m
-4
O
z
o
z
0-
Y-14 12+20 RT.
175
68'
Y-14 14+50 RT.
176
44'
1
1
1
X
X
X
X
Y-14 15+35 LT.
177
44'
1
1
1
X
X
X
X
Y-14 16+10 RT.
178
60
1
X
X
X
X
1
1
Y-14 17+10 RT.
179
loo,
X
X
X
X
1
1
Y-14 18+30 RT.
180
116
1
X
X
X
X
1
1
Y-14 18+35 LT.
181
80'
1
X
X
Y-14 18+85 RT.
182
60'
1
1
1
X
X
X
PROJ. REFERENCE NO. SHEET NO. TOTAL SHEETS
6.669004T 3
STATE PROJ. NO.
F.A. PROS NO.
DESCRIPTION
6.669004T
CONSTR.
ABBREVIATIONS
C.B. CATCH BASIN
U)
w
N•D.L NARROW DROP INLET
w
CV
Y
Y
Y
N
_
n
D.I. DROP INLET
cV
o
=
-E
-E
n
00
M.D.I. MEDIAN DROP INLET
00
cn
c~zn
N
M.D.I. (N.S.) MEDIAN DROP INLET (NARROW SLOT)
cn
¢
_
_
r-
J
~
ni
cn
cn
J.B. JUNCTION BOX
C:)o
w
r
M.H. MANHOLE
wo
I-
w
en
w
�'-'
w
w
4I
p
Z
U
S.S.D.I. SPECIAL SHOULDER DROP INLET
W
m
Z
En
C.3
O
G �
J
m
U
Q
f17
(q
u/
m
LL I
m
_
Q
2-1
d
0-
C3
u
U
m
w
cn
w
ti
�'j
m
of
a
_j
w
w
V
Z
0
�
J
d
uj
d
d
�
W
Y
J
m
Q
W
c
N
c
e
ro
Q
V
V
Q
J
J
V
m
Q
C)
Ln
_j
O
=
=
V
LW
(~f7
�iLLj
w
¢CD
N
O
�
V
L*l
cN
V
�
U
REMARKS
o
o
N
°
U
;
v
U
U
U
w
ra
,�
��C�■�r�""■'r'■�VCiiil�iiiCi�Ciiiiiri
ii�
�i�i��C�e�..�i'i���■�i�ii�i��
::�C::AC�;O���SCOIC��o�'•'•
��
C
�C:J�����Y�C�'�'�I�
�■��C
■■■�i■i�
��i��ii�
iiii�V�
niC�i■iiii•���.�����
�
■����iii���iii
�1
�
�iiiiioomow
�i��
i�
i�
�PROJECT
�l����4�Y��A�Y����Y�O■�Q���9�o��l�9!lY��ool�o����a�i�i���
TOTAL
mmmil
IN
m
MEN
I
I
MINI
O
3-E
I

DIVISION OF HIGHWAYS S� F N � R H C R O L I N A PROJ. REFERENCE N0. SHEET N0. TOTAL SHEETS
T A T E A 6.669004T
LIST OF PIPE ENDWALLS, E T A. STATE PROJ. NO. F.A. PROJ. NO. DESCRIPTION
> 6.669004T CONSTR.
(FOR PIPE 54 & OVER)
ABBREVIATIONS
CONCRETE ENDWALLS
BRICK MASONRY ENDWALLS
C.B. CATCH BASIN
N.D.I. NARROW DROP INLET
0
o
CLASS III R.C. PIPE
BITUMINOUS COATED C.S. PIPE TYPE B
STRUCTURAL PLATE PIPE
D.I. DROP INLET
w
(UNLESS NOTED OTHERWISE}
CLASS "A" CONC.
BRICK MASONRY
M.D.I. MEDIAN DROP INLET
r i
a
M.D.I. (N.S.) MEDIAN DROP INLET (NARROW SLOT)
z
z
J.B. JUNCTION BOX
}
o
N
NJM.H.
MANHOLE
V7
.Ui
W
W
U
ui
Ln
ufl
r
J
w
i-
}
m
J
p
co
Cr7
p
w
d2-1
w
Z
Z
CJ
Q
SIZE
54"
60"
66"
72"
78"
84"
54"
60"
66"
72"
60"
66'
72"
"
�'
"
"
o
o
N
(n
r
c�
r
ui
N
CD
I
r
v;
�„
z
o
K,
w
�
�
o
CD
o
m
V
L
Of
�
Z
SHOP
GATED
x
z N
N
o
o
0
o
i
w
ow
U En
Ln m
U
Ln
U
�
W
THICKNESS
OR GUAGE
w
,l
m
o
w
as
00
ao
a0
co
,
ao
ao
12
10
12
10
12
10
a
cn
°�°
¢
z
o
ai
o
,i
w
cy-
a
a
�
REMARKS
n
w
� z
o
c., z
�
c�
c.�
a
-L-REV. 543+40 RT.
24
136'
5.0
354
5.1
322
-L-REV. 544+05 MED.
25
1120'
5.231
-L-REV. 545+10 LT.
26
40
1
-L- 648+00 QL
107
320'
7.1
555
7.1
506
PROJECT TOTALS
256'
320'
40'
12.1
909
12.2
828
5.231
1
SAY
6 CY
LIST OF SIDE DRAIN PIPE
(FOR PIPE 24 & UNDER)
REINF.
CORRUGATED
C.S.
REINF.
CORRUGATED
C.S.
CORSTEEL RUGATED
C.S.
CONCRETE
STEEL
FLARED
CONCRETE
FLARED
�.
CONCRETE
FLARED
STATION
PLAIN CEMENT
FLARED
PIPE CULVERTS
END
SECTIONS
w
REMARKS
STATION
PLAIN CEMENT
FLARED
PIPE CULVERTS
END
SECT1aNS
W
REMARKS
STATION
PLAIN CEMENT
FLARED
PIPE CULVERTS
END
SECTIONS
u-
w
REMARKS
PIPE CULVERTS
END
°� z
PIPE CULVERTS
END
z
PIPE CULVERTS
END
SECTIONS
THICKNESS .0fi4
THICKNESS
=
SECTIONS
THICKNESS .064
THICKNESS
a
SECTIONS
THICKNESS .064
THICKNESSui
.064
a
.064
.064
SIZE
" " " TEMP
15 18 24 " '
Na. SIZE
" " " TEMP
15 18 24 " '
N0. SIZE
SIZE
TEMP
15" 18" 24" " '
NO. SIZE
TEMP.
15" 18" 24" "
N0. SIZE
SIZE
TEMP
15" 18" 24" " '
Na. SIZE
TEMP
15" 18" 24" ,t '
Na. SIZE
12
12
12
12
12
12
-"L-REV. 502+80 LT.
32'
32'
-L-REV. 534+90 RT.
32'
32'
Y-10 REV. 13+30 RT.
28'
28'
--L-REV. 536+30 RT.
32'
32'
-L- 651+30 LT.
24'
24'
-L-REV. 507+60 LT.
32'
32'
-L-REV. 538+70 RT.
32'
32'
Y-11 12+90 LT.
28'
28'
-L-REV. 510+00 RT.
32'
32'
T
-L-REV. 551+00 RT.
32'
32'
M
Y-11 13+35 LT.
28'
28'
T
-L-REV. 510+70 RT.
32'
32'
O
-L-REV. 551+70 LT.
32'
32'
p-71
U
Y-0 8+85 RT.
28'
28'
-L-REV. 552+80 RT.
88'
88'
DET. #1 579+15 LT.
20'
2O'
Y-0 10+50 RT.
28'
28'
N
-L-REV. 555+90 RT.
32'
32'
DET. #1 580+05 LT.
20'
20'
Y-0 10+85 RT.
28'
28'
-L-REV. 556+70 RT.
60' '
60'
N
DEt,2 626+65 LT.
20'
20'
N
Y-0 11+20 LT.
28'
28'
-L-REV. 559+00 RT.
36'
36'
DET. #2 628+75 LT.
20'
20'
-L-REV. 522+25 LT.
32'
32'
-L-REV. 560+40 RT.
32'
32'
DET. #3 643+90 RT.
24'
24'
-L-REV.525+50 RT.
32'
32'
-L- 564+15 RT.
32'
32'
-L-REV. 526+80 RT,
32'
32'
-L- 568+25 LT.
32'
32'
DET. #4 695+55 RT.
20'
20'
-L-REV. 527+30 LT.
32
32'
-L- 568+50 RT.
52'
52'
DET. #4 710+30 RT.
20'
20'
-L-REV. 527+75 RT.
32'
32'
DET. #5 731+70 RT.
60,
60'
-L-REV. 529+30 LT.
32'
32'
Y-4 REV. 18+25 RT.
28'
28'
DET. #5 733+30 RT.
16'
16'
-L-REV. 532+60 LT.
32'
32'
Y-5 11+40 RT.
44'
44'
-L-REV. 533+65 RT.
32'
32'
Y-5 15+55 LT.
28'
28'
PROJECT TOTALS
1,256'
28'
220'
1,253
28'
220'
-L-REV. 534+80 LT.
32'
32'
1 j
-L- 628+80 LT. j
24'
24'
3-F

Co ". f . JaL . ; . ! ,' ("
NG
T�1 TLIlirT1
III-1Tf.—.1Tf.—.TI1- ?•,-f�.:�1_1�`.1T�Tfl- '�
ROADWAY FROM STA. Lp STA. �IQ�
-L-REV. 504+00 505+35f LT.
TAIL V—DITCH
NG
1I__rT-
.-"I I ICI I I-1 I M
ROADWAY FROM STA. TO STA. ML BACK SLOPE
-L-REV. 504+00 505+55 LT. 6.1
-L-REV. 508+40 510+40 RT. 4:1
TYPICAL LAT. VEGETATED DITCH
. 8
UJI
01
OF3 UJ 00 i
p��G SLOPES
Z AIL S1DE ~< 3 w 3+
No + 2qp 0 3 0
!1
I
BENJAMIN H. FLOWE, JR.
(D
PROJ. REFERENCE NO.
SHEET NO.
TOTAL SHEETS
6.669004T
I
STATE PROJ. NO.
F. A. PROJ. NO.
DESCRIPTION
6.689001 T
PE
TEMP. W.W. FENCE
E
2085'REV.
TO BE FILLED IN
(SEE DETAIL SHT. 2C)
w
q
� �, oo
®IO• _LIRE +5°o. z Ln PROP. W.W. FENCE
�;J �
1 � c� a
v_p1jCH ?L-REV { N m � �/ // S (NOT C/A) �LIIV-
plRo?
EX• 21 Mp- ors �� {; PROP R WJ -
JANE B. ROBERTS '� �g2.3q o p PINAEN'[ I 1 �E TAKE LINE
+� °i ,�-REv' / 4, �PSEM 1 1 OppSED GA FENCE SLOP �_
3 „g„ 51ONERIG I % „ SCONE IC \ \ (NOS CIAO , �� REV ,
1- F p,B O 1 B AgR VE
o Vr rFll-1E0 �ONSF F , C FII-DER SONS WOODS \ 'EMO
vi
pi
E �, 10•0 �821�, / ESQ• 7 0 SY _ EMOVE 1 1 4 " +• + F�J PROP. PAVED SHOULDERS
i W 166 •REv • +00, 0 1+ 5 C _C F
u� s � � 145R v • � w w'`� C ExVST R w � �- �-� � L
o v G�� � � �, _�- , E+2�pRpp • R � \\`
3 Wu'� • -pl�Cµ 1°REv . ` tl, + ► t�' �I, , rn 12 REMOVE—
c,, 0�0 SLOPE _l • ,I' EIP URVEY B
2�w
cr_
1
J
0
TEMPORARY
DRAINAGE +58.83
LO
EASEMENT + REV.
18
� -L-
Lo
TIDE u
V)
U
94
+90
120
L-REV.
Nlr
WINNER
03
-4■ r
.:POND
WE I
gp,CK 4 89'39 10 11- .�,.
3 a w 1 -1 g f — -�
�+ r 10° Ev. O� 2G1gLOC 12" cONC 111P R PAVED SHOULDERS I 2" CONc 12 coN .. COL AR '� LC)
o o -� R p1�CH �. _� 0 . EIP �-
`L GL. A p SONS a?i CVE �/� t„ i REMOVE 6 UB Q,+. S1'S• EM q CL. „B„ STONE W
3 E "1 R� cr i
47� - �� �2 F s� R �^ - W FILTER FABRIC W
' >z• sew IO°Ev . G �X� ALDER o QQ Q ,1► ►� 16 i3"~ otL C� _
il�rlr �R 1 ` _L'R F _L.RE SH° O 1 �° GIB • ' `
+�CVE N A - r � C - I F EEST. 14.0
0 SOY F.F. C!)
Q 1� cllrrlr EIP �8 - + REMg'� 1 PROP PP O N 0 d
rv75 riftI » N L v ago EXIST. ROP.t�Iv,�z' N/ _
G�ION ► 47 w �,St _�5 REMo +1 o v-oITCH�r N '' U
1 Cj 1ZE S�R1� r r , t '� 3° 57, p MGVE_+�' i 1 �'� A� BK +' p° 1 S BK D 100 l
�R ON E ~; I 1 E o 0 o Nc lv0 i i 1S BK D -L-REV. w 02.9 ' +58.83 Q
B A E EPSEM N '�, 1o°REv Rc c�1 0, EMOVE SP CIPL N 35" GO W DC f I j +16.30
` . � aqL f G � � J 125' �
R W i I-L-REV. -L-REV.
0� 5p0+ �l, tl+ -LION 65 G _ ��,� o _g PROP • -- + ►- - +
P Alt C v. O GI C' LT
3 cn
,\`0'1� GONS�Rv -otNE- -L.RE -� M O 2 ' WOODS - CONIC I I ca STEPPING a TEMPORARY
Atj O BY, ITCH a 7 STONES ON
gEGIN�o1��5 X1S� R W s*,�� N 57°?' �� 15 _ V-D
} _ LAT K SLOPE rn 2: LLJ OSCAR EXISTING In m DRAINAGE
s + _ - _ ° Ln i {; COLEM AN
B OB B I E HUNTER N DER � ; w/4: � BAC o J POND EASEMENT
�LV �. _ WE 685
I"IGH -�Si, 4 w
_ •cy \ 1 0 NOSE v_D I r,il I b s, �S o
CD
� �RrG V ' E lN\- E _ �s,�3.4j^ '.fir , ,.� _ i;iP S ti
�2 �� _ SEE SP — ,1 • r 4e869. `0, ,€0� 1 1 r1r �' 9 9
coN 2� OW62 horl10,},0tl+� ,/ N \ +
_ Sx 12 Z ER t 'Z lOC 7 / 5 — Y 6 76 EARTH
a / Lo - r ` ZE DI�+uH 1 � - `� OSCAR COLEM AN, JR. ozS°.
cl, vED 5H°� C ZEMPI" GS10N5� -1-'RE pG R m to + JV9
5255.28 -24" CMP W/
U -L-R1 PERF. TEE
-� PROP- - SE _ J 0E
1 � INE � 1 0-
w
_ �X�s R ` J LOPE SIPKE 7u� �21op, v EIP R�� 's TYPE "A" SILT BASIN +34.70
_ 1r1 C w a 1- RE N rho o� 5 ® b f R+ �o �7s 4 E SEE STD. N0. 245.01 C 3L0-REBV.
$ PROP' RI 1 A- S ��
1
o. DOROTHY ROBINSON 0 EIP ' KATHLEEN ABSHER
r
11 (D
01w
rn
1 1 N „ ,S75:4n
r` �
STA. 501+75 -L-REV. BEGIN STATE PROJECT 6.669003T
N 549,016.4866
E 1,528,733.4147
LEGEND
PAVED SHOULDER
® DITCH BLOCK
CURVE DATA -L-REV.
PI = 509+97.47
0 = 16'58'05" RT,
D =
1 '30'
9s =
1'30'
Ls =
200'
Ts =
669.84'
Lc =
931.20'
Rc =
3819.72
U =
133.34'
V =
66.67'
e =
0.04
DS =
60 MPH
CURVE DATA -/L-LINE
PI = 507 2.82
0 = '05" RT.
D= 5' 0'
T = 5. 9'
L = 308. '
R 1041.7 '
SPECIAL MOTE
"FUTURE WORK BY OTHERS"
UPON REMOVAL OF DETOURS 6 & 7, ADD DITCH
BLOCK AHEAD STATION OF STR. NO. REV. 1,
CONVERT THE EXISTING JUNCTION BOX (STR.
NO. REV. 2) TO DROP INLET (2GI-8) ADJUST
HEIGHT OF DROP INLET (STR. NO. REV. 5A)
AND ADD DITCH BLOCK BACK STATION OF STR.
NO. REV. 5A.
NOTE:
REFERENCES:
ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL
FOR
PROFILE OF -L--REV. WBL, SEE SHEET 21.
BE RCP CLASS III UNLESS OTHERWISE NOTED.
FOR
PROFILE OF -L-REV. EBL, SEE SHEET 22.
FOR
DETOUR NOS. 6 & 7, SEE SHEET 42.
ALL NEW DRIVEWAY PIPES SHALL BE PLAIN
CONCRETE OR CMP.
FOR
POND DETAILS, SEE SHEET 2C
0._rv�,
,1,
ALL DRIVEWAY RETURNS R=10' UNLESS
OTHERWISE NOTED.
-
����''•,,�+�
�`
_ S E A L _
0 13209
I
4

1
9
i
CURVE DATA -L-REV.
PI =
509+97.47
0 =
16058'05" RT.
D =
1 *30'
9s =
1'30'
Ls =
200'
Ts =
669.84'
Lc =
931.20'
Rc =
3819.72
U =
133.34'
V =
66.67'
e =
0.04
0
DS =
60 MPH .
_
m
w
J
I
M
00
OJ
Lo
+
Ln DOROTHY V_
+ ROBINSON
Lncn
11
a
t-
_�
w
J
I
N
ui
to
(O
Lo
CL
�C�oN
GoNs a
0o `.0
•tR 19:�9 �� Et
r1 -A 9! `\
EIP
P
VAN
WOOD
CURVE DATA Y--- 0
f
CPI =
14+62.96
0 =
14'30'27" RT.
D =
7'30'
T =
97.24'
L =
193.43'
R =
763.94'
e = RC WATER & SEWER
DS = 25 MPH -
DISTRICT OF
CABARRUS CO.
FROJ. REFERENCE NO.
SHEET NO_
TOTAL SHEETS
6.669004T
STATE PROD. NO.
F. A. PROD. NO.
DESCRIPTION
6.689001 T
PE
cNn CD -A N \ 1 O R 191.06' 99.00' R N89'47 40"E EIP j� 200.1 V -
\ \ ` EIP N89'42'13"E `EIP N89'42'15"E EIP ` L N89'40'32"E
� ` 1
o o o MLo
H& R MULLIS o o ° z
O MACHINE CO. z FRANK MULLIS LARRY M. WILLIAMS
INC.
CD (H)21
_ +oa w M A R Y A B E R N A TH Y 17 EIP N89'46'21 "E EIP EIP
30' x0
16 0
�f -�- — Ln
L G tM
\ Q, s 0 0 6 U-) 0L • \ \ m ! 36" GONG
N � 0 U � CONIC
159 2 v`► + ON K D
• _\ N M N ` C C 1 S B
EIP [7 BST \ , w n I CR o
N �' \ O O Lo BK BUS N / o
15 g�K BOS +00 �1 INS gip\ -a \ a CL A 25 CiJ m
t 50IL } 36" CONC to
30' 1'0 \ W� .� \ i I I 11dM I
•
4
D
WOODS
J
w
or
' ^
U
z
o
3:
x
\\� to
'n O
Z
N
l�l
�
3
I �+
E
E
PR P. R/W--
'
i
5» ✓
24" STONE WALL
cNv.
6
Z
l I
N
DITCH BLOCK
18 2GI-B .
��6r-15"
DNC—
i
Ld
J
0
U
W
01-1
LLJ
W
22
WALL
[ONC
15 6K D
s
— - ► - - —4 CD
�► ^� cry o c�
ONC f DITCH BLOCK • LT =
EXIST. R/W " D Cf)
2GI-B `►►�'
—� F C P -� C C QmL
C�'17 CF�F — 0 U
^. F F cr. + F LIST � � �, � CANOPY C LT I 1 1 SLOPE STAKE LINE F i � I W � 1 a
+ - 3 ra / \ / LK 0 R W t� t +�+ „ I + -� '� I 36" CONC PROP. R W I—
�,: +65.02 PROP R W -° �'' SEPTIC TANK / / J / Ill ljl , I} II kY 18 W 48" CONIC c� Q
o N 'o, COVER / °' 0 =12 r , �I� I I COLLAR / I N / OBLITERATE { 1 1 �, -'
_ +40 I I rnin a5'p 100/ 100 �� g6 +96.6 i ►1,1 CL. "A" STONE I - I3 -
U 100 �l —L—REV. A D. / -L-REV. 82 A : 184 _ GR TEMPORARY / GR ( i o
F- -L-REV. 10 OBLITERATE . - - cR \ 1 f '" - 10' �' �\� EST. 5.0 TONS 1 cn
Q - ` - _ TprT�9-z'r r ��riv� \ 1 2, fj• 0----7'52 - `+31.86 " " 100 100' EASEMENT 1S BK D \ is BK D I + `�'
+15� +4� DRAINAGE 1SFD
� I � � • � \ t � ® 100 � CL. B STONE J a w
+ I +00 l 3Z.o'- L-REV. W/FILTER FABRIC -REV. -L-REV. pNC 'co w
-i 31.04 - TO
r
I _ EST. 3.0 TONS 4
EIP 40 t y I �(�0 -- �15 [:1t2
45,r� 0 LocLo
os 1SFD , - - Y-0 -rtS00 PT 15+59•15 { EST. 10.0 SY F.F 120' 0' T J _ - f• W o ' I + u
a o
15 n I i } 0 4 = WOODS -L-RE L-REV. L BST 1 cn M 0 co
laus + 59.15 I n �' N
*'. EX. 1' BASE I CONC s;
j s �s �► I I 30
-p > /, DITCH L J so ,--.__ +
❑w �- - / t �` m TEMI`4RARY = J �./ CONC EHI WOODS
I i tiJ F 1 / t p c CONSTRUCTION W
�oNG rn p � +1p EASEMENT �, N
{}�EIP v' C " 5'x 5 �i I �� �/i POOL � w L�
_ BENTON RV & 1 GEORGE E. LONG/-,/, L o lin
ANN TRAILER SERVICE 1 u �f � 24
EDWARDS MARSHALL S. ` 15 504*00 51��50 R+ Lae'
14 \ \ +50,
I-HOMPSON 30 +5a 5,°�,�,° s'g'4o �,+•�`aL DAMES L WALKER
ro %ate ,�� CD cR \+50 +50 30'
20'
1700 J) '��a'' I 81.60 S89'27'38"E �}
2900 �o U) I CONIC 1.8 ' EIP-q 302.86'
0 'J 1
EIP '/� `�+�
1 ` ` - `� END CONST UCTION
s �� EIP +1T.2N
`" »E f-- l� 1 POT 16+50 Y--0
NC 24 & 27 130 11006 NC 24 & 27 `�,� �� ga�143 +1` A
12600 12400
24200 300 200 �0 � 111186„� EIP 1 15�D
600 500--f- Nsa 16 4 _ l
EIP WOODS I y `
R o CONIC
00 Y-0
t `
U POT 1 a+ t
1994 ADT
2014 ADT -900
cR---
1700 �2 CHARLES THOMPSON_
TRAFFIC COUNTS
\ 12 Y-0 1 r 15FD r \
,,
I I 4 n +08.36 1 �% \ Q rn o cR l
- IW TEMPORARY
tit, B © O 100 cs O 1 1 �8 j� o 10 srEP i; 1 / WOODS � I I a- 36" CONIC
�. I I p _- -� ' \ 1 A 2 \ 76.33 STONES 4 o CONSTR. 3 I
PROP. W.W. I I s +65.02 -L-REV. �p TEMPORARY 1 ,,, r oo Anr r EASEMENT = I 50
FENCE o `ro, l ` p 95.91 '1 '� -L- =L--1 CONSTR. l I I I +35 z
0 0 EX. 2 �a - o�
,n, R A -L-REV. // �, - z o 1
(NOT C/A} - AH EV t�J ----T- ��� \ 56� , EASEMENT 85 '� C •oy D TCH N z� I I [0] t E E
>i3 Zp� �t k� ' , b / / SLOPE STAKE LINE
W �.J �T F C , D o C7 -L-REV. �` o,� 1 o /� / � - P E _ -
PROP. R W -
F DITCH BLOCK �, �, C 12 R 13 Lo +92 5 - - - - C - - } LT . ,, /�° F F I I -°`' C -- -- - - wooLl DS-
_ F _3
¢ � --` G 11 1SFD aa''�' 18" » 0 2GI-B GI _ 5 Q�
-p + -REV. L R E . `
a 200 TAPER 4`
PROP. PA D SHOULDERS g' 2GI-B w 1 1 Oi _3 = 16
� Q z DITCH BLOCK 9 8� \ ,R • '� I I 1 a°� 16, = PROP. PAVED SHL'D
i
S
0
�- ;�
O
rn I
0
o-v I �t � � �'
I
+ r`�1 —N — ' lz
- 40 k- O N + R=75' ` ♦ N �■ I M + w • I ` a
1 •'� m 00
t" o cv + I 0p� AP ! ,? /�. + i i i Ali ili li ,I, �
r7 ' "'� Dl I BBW C 1. .N } I R=7� + R-7' + Y + r%i / 1 IP EMOVE IP rn 1 C10NSTR. Q_
Lc)6s - s IP I I » eew14 GI-B 3 1 R MovE I �,1.
15 NC R=75' '`' in EVE DI -- 718" r- I 15 II I B // -WVS " 8" WATER PROP. PAVED SHL'D 1 "
Q 300' TAPER REMO 18 Co C - R=75 �+ —
NC 24-27 24' BS o 0 U N n -� V �� N tt 9'12'36 R=754 C� �♦ ' " -� ff
RET IN U NC 4 - 27 24' BS7' 60' R1W NC 24 27 REMOVE
�■► o REMOVE 'v �► ao O 71'54'31" MEN* RR SPIKE SURYEY Q�°0 REMOVE +
`j- 1 g' APER w 118" CONIC _ 15" CON 5" CONIC 5"
EMOVE ^ 16 II t- 0 / PROP. PAED SHL D II wM .} EIP �/
,:`1. ..oa. .�. � � 10 / + -1 EIP
EXISTING EIP 12 +n +1_ EXIST. R EIP 'E + # ^ EXIST. R/W
W � �, + 3s ww 2g I WW v \ N + BST / - - - - 16 - 3 0-1 32,-15„O
W , � II ��r` ��"CSp N'' C� ` - -� 1 w � r� R 45' I - - - � C F 1 1 C^ C C 1 c� `a �- - - - — 40- -- ' — �i
Tp TAPER
4 Sllo�• av' 3iS+110 L* 's
0
E)_ 80.23'
EIP N89'49'04"E EIP
W �
e �
N
�o
0�
EiJ
WELLON MORRISON
100, 00' p
EIP N89'23'07"E EIP I L
NOTE:
ALL NEW ?IPE EXCEPT DRIVEWAY PIPES SHALL
BE RCP CLASS III UNLESS OTHERWISE NOTED.
ALL NEW DRIVEWAY PIPES SHALL BE PLAIN
CONCRETE OR CMP.
ALL DRIVEWAY RETURNS R=10' UNLESS
OTHERWISE NOTED.
REFERENCES:
FOR -L-REV. PROFILE, SEE SHEET 21,
FOR TEMP. EBL PROFILE, SEE SHEET 22.
FOR Y-0 PROFILE, SEE SHEET 30.
75.45' 125.35'
EIP N89'25'44"E EIP N89'53'09"E%EIP
�j
DAMES M.
MARTINLo
e N
0 — C
i
250.00' p
N89'38'30"E r L
LEGEND
PAVED SHOULDER
® DITCH BLOCK
5" MONOLITIC ISLAND
/, "I
G
S E A L r_[!
0 13209 =
h! FLORF'r

LARRY HUNTER-
26
w
r li
+LO
+to
to rn
H I.-
EIP
SOUTHERN CABARRUS
ASSOCIATES
28
00 IS BK D
tS eK D �rl
i
N _
Ln c� Z R= 75'
REMOVE
1
W
F
U PROP. R/W 310
+6
36.45 R-
Y-1 REV.
1S 6K D I
ROBERT LONG
ao
F'�� SCOPE
7�1 fri 11�1T1-
3 -III—III—III k
1'-0" MIN
& VARIES
NG
4 --�f T 11-fr
A• • ,� 1 I I=I 11=1 I MI 1 I-
�� h ROADWAY FROM STA. TO STA. ME EIP
i -L-REV. 543+35 546+35 RT.
TYPICAL LAT. VEGETATED DITCH
PROD. REP "ERENCE NO.
SHEET NO.
TOTAL SHEETS
6.669006T
STATE PROD. NO.
F. A. PROD. NO.
DESCRIPTION
6.689001 T
PE
270/ C6� '
TEMP. W.W. FENCE Tp f
RONALD ISENHOUR
PATSY McMANUS�
W C ISENHOUR BEGIN WOVEN WIRE FENCE
— 542+98.18 / TYPE "A" SILT BASIN
TEMPORARY SEE STD. NO. 245.01 C 7
CONSTRUCTION /
EASEMENT \ I CL. I RIP -RAP EV.
WOODS ti-I8 I3 `f W/FILTER FABRIC "EX. 3 BASE DITCH
`l
,,nn,, , A9 ' �� x EST. 33.0 TONS CO2 0
a o i tiJi�►rl+'lr(`, 3 �`;o36 +OQEST. 62 SY F.F. 15` o+
; /. _ / 1 QQ W
Lam- a
oNC g J 48" Co [LO0 � +1+ \ -L-REV.
BST NC 0 } �sr 0 R^ - x 1 J A MtS x w PROP Z
25.5 J SLOPE STAKE LINE i -"' - = a OP • R C / E 1 1 QO .. N WOODS �, PR �N J
{; hloo _ E . o �- PROP. R w r- DELEV E F
ROP. R � _ o � I � — — —ZdQ �
---._—C r• � � la o. � —�^"— E_ �-� � �- �V-1
GUARDRAIL+,wooas � REMOVE CAT-1 I
O
LO
Q ,6 - '16' t/2 s FD � 22 DITCH BLOCK - L-REV. +QQ ^ o
+ D ,.�
+
F to
'� + '� PROPOSED PAVED ~' -PROPOSED PAVED cl
N x Z
�+ N SHOULDER �. ,SF-IOULDER
}'� iZl 'I1rlr{�}rlr r r lLO
j
•I�II(I�f N 116'-15oo
+ _1 ' I N 89 39 10 E 24"^� 1'�° x �B'�`1
Q
if R=75'I H '- = s" coNc 6 �' H/ ;� `v 2-5y ww's ~
N = MI5" CONC 8" WATER U/G ( 21 DITCH BLOCK 8" WATER U G Wv
90 z o . R P �► U NC 24-27 24' BST - h NC 24-27 z4' BST o PROPOSED PAVED
2 -
=75'IIR � N SHOULDERREMOVE �► 8.03' M 'v RE OVE SURVEY IL
w
A IP
W
I 8". ��c ' to C } 5" coNc DITCH BLOCK WM / _ 45" CONC O
{ ' -±r,;� k16xl T1NG R 23 } ti R M T } 2 5 ww'S - REMOVAL w
_ WM E + , r r „ r + , r , r + „ + r , „ i r "� l ^. REMOVE +ji F�3 pl r!+ _
3 , 1 EIP 7 -1' �- I I I I I I {�} I,y REMOVE x \' `l+ ;� 3 'I''I', ' ' '(' o (/)
— + —� Irb
C F _T F
F C 1 . �C C / $ — SLOPE STAKE LINE I
�, �; ° PROP. R W �- -- U
PROP. R w 1 " + 1 , _ _ — } M { PROP. R W ^� �, { "W' �'�
+00 36" CONC I j �� � b � _ ��
g' o / 100 1 I SO4'07'39"W GR } .�`'�' { ' / �Q
1 GR 100 wooDs3 R W
-L-REV. —+ 72" >rvD ti-.3s }ICI I '3s" `� --, woods -L-REV. PROP'
+00 72 IND J + I
-4O 25 BK D ROCK // 1S BK D y } } _ ,,1 ��� �� 15F0 / GR CONC \/ + LAT. V-DITCH W/
16.68 4:1 SIDE SLOPES
N +,.. Y 1 REV. WALL U � � } } � �� V � x♦ � � � \� ,
WD N89isai "E I I } - IP \�N� - 3R v.
WD STEP �� d 4. W DECK GR + WD DECK L E
Q � I I 111011101
ti, • +I+ }rl� �l� �l� 011101110rlr �lr rl� {I� �I� .�\� 3 v_ 34 ^�°j J
DECK STONES dr)
o r 1-- F]S IP , ' / S _
j / WOODS
TEMPORARY A c0 i-ROCK WW — �-;; I W } 3, WALL EIP • IP S03.31'25"� HOWARD JONES i SAM RITCHIE = C�
CONSTRUCTION N 1 ,, I.
EASEMENT N 00 I Y
I<T a P1NC 12+00 Y-1 REV. BK. Soo-28'53"E
N EVA JO 11.90'
I W rn POTpo 2+OOTEMPORAR D.
ROBERTS, I C x DAMES MART"IN
I N �1 25.88 CONSTRUCTION
� 24 n1 N a' EASEMENT
i. ,�/So *3 s5"E EIP o c �� O WILLIAM R. LEDFORD
N , V'1 � w rn r7 a'. rn
�.rf7l�r p
DODS \ / cI� ciIII
rri 27
19'53'10"E \ +81.57 24" WD N� 89'42'30"E 290.63'
'�' r�rlr rr1rr,` +81,61a /El 24.20' EIP-
to, GR
Y MATCH
U
AIR a XIST.I
GR R
11.96'
r
SO4'12'310' W , SAS .0 ry� X O OPOULTRY HOUSE
38.89 29 I � 31 �'
0 N89'32'11"E 207.28' s'F S EX. 3' BASE DITCH
EIP R E10 EIP ROBERT D O R TO N / 0
N89'4214 E '"
30.17' 3
a0 'rr�j s�`Sjr �0' 1`� T / T L
� � i6' lfi �s rd `�,y`t' S47tSo 5y9r&a tt wI�C.
F
aLiS4 2 +• 50 6 Q oo A+• c6 L
M 64.4t54.7+14o — R* ESL
LFL-
N Z N CID i0 0 536+ 7 0� 633'* 9 0 Li L IS L
EIP + r� + 5 A8 f• 00 53 Lit OR - A4- f.6c.
f0 EXIIi1NG I RETAIN =
0 11,E I
} I DECK POT 531+38.35—L-1-INE
POT 10+00.14 Y-1 REV.
HOWARD HARTSELL END CONSTRUCTION
25 POT 13+00 Y-1
+ N br—
12400
23800
NC 24/27
200 200
400 0 400
00
'o
3
in :
= 1994 ADT
400 2014 ADT
800
TRAFFIC COUNTS
12400
23800
PAVED SHOULDER
DITCH BLOCK
5" MONOLITIC ISLAND
NOTE:
ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL
BE RCP CLASS III UNLESS OTHERWISE NOTED.
ALL NEW DRIVEWAY PIPES SHALL BE PLAIN
CONCRETE OR CMP.
ALL DRIVEWAY RETURNS R=10' UNLESS
OTHERWISE NOTED.
REFERENCES:
FOR PROFILE OF -L-REV. SEE SHEET 23.
FOR PROFILE OF Y-1, SEE SHEET 30.
`,,'`,tll{ll{Illfflfl►/1►/',/I /f�/�J�_
i V
S E A L`
13209

10
J
4
0
q*
tf)
a
PATSY McMANUS
TEMPORARY 35
DRAINAGE
EASEMENT
TEMP. W.W. FENCE
�E
�r
40'-54" CMP W/
pW 1 PERF. TEE
TYPE "A" SILT BASIN
zy SEE STD. NO. 245.01 C
+50 PROP. W.W. FENCE
100 (NOT C/A)
IS PROP. R W
F-� ---�
PROP. GUARDRAIL
T T V
C 49
SPEC. TEMPLATE DITCH r00
LL
1—
BCT-1
+25
H
PATSY McMANUS
35
G
r
SOIL 1 TEMPORARY
y CONSTRUCTION
1 +00 EASEMENT
is 801
K 4 �1 LL no SLOPE STAKE LINE
PROP. R W +
-L-REV.
400
$o
70
'0
N
r
200 200
12400 zo 400
23M NC 24/27
PRO. RMHENNCE NO.
3RRE i NO.
TOTAL SHUTS
6.66900/IT
STATE PRO. NO.
T. A. PRO?, NO.
DESICRiP'lZON
6.689001 T
PE
IP \
12400 N
2 DONALD R. PRESLAR
S03'33'51 "E
20.54'
17---- R
R rf N84.0513" E
EIP tea' �•
o �
Fe w�
WALTER PRESLAR;w
N J
a
1� I EIP
ta W
II
I t 4 p 169.81' � EIP
Ell ----^ ILr NS -05 9'31"E 8
1
�t a c
1SFD
POT i9 nn y n f Io + w�
WALTER+
N v
• + PRESLAR w9
� 1 � � � STD. BERM DI H T
+
l + � 33
N89'23'02"E 3S8
PROP. R W SIP +55 63 165.65' EIP.-EIP
--5------------------C --�— —31 " 2Q'-18" efa1P -- !_
77
2d-15" CMP 2cl--e $ � �P WALTER
2GI-B 2 34 j01 PRESLA
� 3
1994 ADT
2014 ADT
TRAFFIC COUNTS
LO
LO
LO
W
Z
J
9 •
c� t 4PROPOSED PAVED � c� o PROPOSED PAVED ^ N j �► 2-,GAS 2000 GALto
BLK r; �D
z N SHOULDER z *- SHOULDER N M �.� 1p GAS J000 GA}.� US
V t70 ✓ I� GAS 1SF 8U8 ao n
+ m
�3y. M + ON
N
2d_B cv N x I i� 29 GI-B -15 c"�v 30 1� 5 Ar
2GI-8 Bs
N89'3 ' "
71
ri NEW_ c -- a 35 ° 2D g
^ � 8" WATER U G R 7 R� _7 GONG P i
N B' WATER U/G REMO
c� NC 24-27 24• BSr r,mi
pRnc,nc�w aAr�•n �► " ..� NC 84_z7 84► B5•�• �► N 00
PROPOSED P VED 81'01`48 REMOVEc� tD x�-z7 z4t�,.��tc
DITCH
W
W Eti+�+l���l���ll�t t
'
3:1
W
IU—
Q LAT. V-DITCH W/
4:1 SIDE SLOPES
jor SHOULDER SURVEY R1
70
< G -F 30.74' EIP
8 y1++I+l1+11++I+}yly}I�I}lil'/. R:2 '
I I�tll�lll�lll 1�1� 11l� 111� 111� 11l�Ilt�tll� y`{ �+�+� •
C100, — -- --
C +50 SLOPE STAKE LINE /
CL "B" STONE w � FDO
Lipm
W/FlLTER FABRIC `���
EST. 2.0 TONS TEMPORARY
EST. 7.0 SY F.F. CONSTRUCEASEMENTn� `\ +
WOODS
LEWIS DORTON ��'
37
Of & VARIES
op
NG
ROADWAY FROM STA. IQ--STA. =E
—L—REV. 543+35 546+35 RT.
TYPICAL LAT. VEGETATED DITCH
ROADWAY F,�tOM STA. TO STA. sm
-L-REV. 557+00 558+30 RT.
TYPICAL LAT. VEGETATED DITCH
NG
N40 + �► SH ULDER + _ �► Ld
eta' CONC IS* c REMOVE REMOVE 16' 20' REMO -� G c REMOW�\4'
CONC f _
f f _
rEMOVE Wm �, . — - - �P EAT. V-DITCH W �F�' V}
0 , F F C C~~�- ----- 'T,,6:1 SIDE SLOPES
C C F F to �J CFo i-- --C =
d nROP. R W j V124'-
o CL. "A" STONE PROP. R/W
FROM
9 00 �EST. 5.0 TONS
»»TONE I 0 CM 00 IIW FlLTER FABRIC 1sFD U I IPERF. TE +,I`EST. 2.0 TONS IE0 I_j� 3fi -
EST. 7.0 SY F.F. \ a NI 3P POT 12+00 Y 2
EX. V-DITCH \ S � A . 1 1LLwA LAT. V-DITCH W/
1 1 10 7DE 6:1 SIDE SLOPES 1S 0K D
I L I 18 i SOIL
� -' \so / Cc? CL. "B'" STONE 1 Hv�- 1 00WD
85
Wo PLANTER W/FILTER FABRIC 1 I
\\ EST. 2.0 TONS I 1 Q ELT
\ F EST. 7.0 SY F.. I I • I
1 1 � 1 1 I I I I
"' WI LSON HOOK FPI I TEMPORARY I s 1 l Q
DRAINAGE 1S SK D EASEMENT CL. "B" STONE
38 \
POPLAR S P O TYPE "A" SILT BASIN / EX. V-DITCH _ _ W/FILTER FABRIC
LEWIS DORTON, JR. _ SEE STD. NO. 245.01C EST. 8.0 TONS
37A DECK �_ ? EST. 21.0 SY F.F.
LEWIS DORTON 4 U �1 wa` SIP HOUSTON G. THOMAS, SR.
3� 558t sa 561+917 L+ 08L.
5551-00, 557f•70 Lt w13L
5q +-5o ,, 5ggf-00-'' L+
5( q+OQi' 556*5o R+ £BL
S4 9 r•ao 54a 4 So R} Elie s69z 6 f
161.
sygton. Soso z5 P, IL is
S u5ta5 3 uat50 Rt~8L
EIP � 4' `
�P NOTE:
ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL
BE RCP CLASS III UNLESS OTHERWISE NOTED.
ALL NEW DRIVEWAY PIPES SHALL BE PLAIN
CONCRETE OR CMP.
ALL DRIVEWAY RETURNS Rm10' UNLESS
OTHERWISE NOTED.
REFERENCES:
FOR PROFILE OF -L-REV.. SEE SHEET 23.
901
7

40
Y
WALTER 0°
ti PRESLAR MARVIN S. CLAY
GD �
TEMPORARY I
DRAINAGE
901 EASEMENT
r
El Z, `1 WOODS N
105LO
105' 2' BASE DITCH W/
W \�, 2:1 SIDE SLOPES 00
Z 100 10] 0,/, � EST. 89 C.Y. DDE p, a„
-J -TDE + \ PROP. F
0 g M IS BK D 38
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+
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J
zo
M
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J
J
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01
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to
to
CURVE DATA -L-EBL
CPI =
567+18.97
CPI =
571+73.17
A =
02*16'15.6" RT.
A =
02*16'15.6" LT.
D =
0'30'
D =
0'30'
T =
227.13'
T =
227.13'
L =
454.20'
L =
454.20'
R =
11459.16'
R =
11459.16'
e =
NC
Is =
RC
DS =
60 MPH
DS =
60 MPH
. "A" STONE
5.0 TON
/EEST.
65'
I •
�1..
I I ti,J' o 6 5j
-EX. 1' /�
BASE
DII _1 -
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CID
Q z �N _ !a-,,L
N JC"B S L V• " wv /�
V)
. �/ N89-39910"E
t SURVEY 4r / V " R
W REMOVE DITCH�I_Of�K 15" coNc 16'
1 C NC 4F . 3
W " I EXISTI G R/W COLLAR �'k r x i-_"L-EBL
= 32 -1 ONCE ..�_ " 37_15 39 o
V)
V/ �-
3a.'343 F C-
= PROP. R W 55
5
00
-REV n �,� %9141 I U I In
Q v 4, .h. -L-REV. � .65 � I I o
c�� EB � I
TDE U) I
-L-REV.3 WOODS I I w
f y' 145 bo
- -REP 36./
w m 25 BK D / I
W_w r I
J J 36" CONC CONC I
p �� CL. B STONE I
3 _ W/FILTER FABRIC
EX. V-DITCH EST. 11.0 TONS �• G
wooDs EST. 28.0 SY F.F. oEc
G N N
L0 L0
GEORGE L. PLUMMER a a I
41
p 354.44'
E I P T� N 89'40'50"E
CURVE DATA -L-WBL
CPI =
565+1 8,95
CPI =
571+74.21
0 =
04'32'54" RT.
0 =
04'33'00" LT.
D =
1'00'
D =
1'00'
T =
227.54'
T =
227.62'
L =
454.83'
L =
455.00'
R =
5729.58'
R =
5729.58'
e =
03
e =
03
DS =
60 MPH
DS =
60 MPH
0
Z
J
MARVIN S. CLAY
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Z W
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m C
a
CONSTRUCTION
LO
EASEMENT
In[50
SLOPE STAKE LINE
�
+46.24
E
E
65
C5�
65'
PROP. R W
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to
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Z +44.49 0t 7 m
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+5 .57 w h- O 83 DLO -L iv J
WBL �,A0 [0� +50 5 0° Il Il -L- +ai-EX. V-DITCH
f r/� rBL- - C - - ITCH L5� o4.49 0„;0 , - BLOCK-C PROP. R C F - +BLfTERATE - - , - , }r o 6L TEMPORARY
+45.48 2GI-B n . c -C I!I III +'
DRAINAGE
36.06 ,�,DTCH BLOCK +- EASEMENT
42 2GI--
4- TV
43 7rl_c
PROJ. REFERENCE NO.
SHEEP NO.
1
TOTAL SMZ7S
6.66900JIT
10
STATE PROD. NO.
F. A. PROD. NO.
DESCRIPTION
6.689001 T
PE
IL
I Ivory JV V4+ t
ROVE
�ff6m
PROP. PAVED SHL' +
tig- coM
cn
REMOVES/
----C ----
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LINE PROP. R W
CL. "B" STONE
+91.84
TER IC
65'
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EBL
EST. 7.0 SY F.F.
m
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w
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LO
a
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1 65
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00
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GD m o
J a
w
Z
LAT. V-DITCH W/ S J
2:1 SIDE SLOPES I
TEMPORARY EST. S C.Y. DDE 0 ( 0 GD
CONSTRUCTION + p + ,,, cu UJI
D E T. N O . 1 45 24 �" 46 % ? 49 i �_ �
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I 6� �5� EST. 7.0 SY F.F. EST. 7.0 SY F.F. SPI WAY
` EBL EBL p 1 ] TDE
l O 65 TEMPORARY LAT. V-DITCH W/ -50
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4 w LB�� EASEMENT EST. 6 C.Y. DDE EBL
ao
w EBL CL. "B" STONE +50
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04 rn o EST. 28.0 SY F.F. m
w
m
w !� TYPE "A" SILT BASIN w
of
W `t STUART J. BLACK SEE STD. NO. 245.01C
x to
rr
r to `) S08+9= 57�l+IL(_40 is 43 EX. V-DITCH
z w � V s`(.4 � (, g+. So , RT
4 m CL p„ er5 8t 5 (o I t g o LT'
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15 10]
I EBL
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EIP W J 1... I 1=I .. = NOTE: REFERENCES: �`'•.,,,h! FLOR��
ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL FOR PROFILE OF -L-REV., SEE SHEET 24, `'Wine 064"
BE RCP CLASS III UNLESS OTHERWISE NOTED. FOR PROFILE OF -L-E & WBL, SEE SHEET 24.
ROADWAY FROM STA. TO STA. %a W ROADWAY FROM STA. j0 STA. am FOR PLAN AND PROFILE OF DET. 1, SEE SHEETS 33 AND 34,
N a -L-REV. & -L-WBL 562+60 563+10 LT. 2' -L-EBL. 568+80 569+55 RT. ALL NEW DRIVEWAY PIPES SHALL BE PLAIN
N -L-EBL & -L-LINE 573+55 574+20 RT. 0' CONCRETE OR CMP.
-L-WBL & -L-LINE 573+65 574+55 LT.' 0' TYPICAL LAT. VEGETATED DITCH
ALL DRIVEWAY RETURNS R=10' UNLESS
TYPICAL LAT. VEGETATED DITCH OTHERWISE NOTED.

J
% l II I I I A A I I P'1 1 A 1-% 1 l
STUART BLACK
EIP'
I
I
I
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I
1
I
249.58'
N89'28'45"E PC
ARLIN TUCKER
FOIL CARRIKER
46
1 46A I
1 -
� I FOIL CARRIKER
1 J 46
ARLIN TUCKER, JR.
E I P
AA
F \
JAM ES GIB SON
PROD. REFERENCE NO.
SHEET NO.
TOTAL SHEETS
6.66900,,dT
STATE PRO]. NO,
F. A. PRO]. NO.
DESCRUMON
6.689001 T
PE
NOTE: REFERENCES:
ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL FOR PROFILE OF -L-LINE, SEE SHEET 24.
BE RCP CLASS III UNLESS OTHERWISE NOTED. FOR PLAN AND PROFILE OF DET. 1, SEE SHEETS 33 AND 34.
ALL NEW DRIVEWAY PIPES SHALL BE PLAIN
CONCRETE OR CMP.
ALL DRIVEWAY RETURNS R=3' UNLESS
OTHERWISE NOTED.
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9

BEGIN CONSTRUCTION
POT 9+85 Y-3
10 �r_p
a `o
J �ti
\ p \
MICHAEL TUCKER
55
PROP. 2'-6" C&G
57'28'24" -!,*'
57'28'24"
65'28'30"
CALVARY PRAISE &
WORSHIP CENTER
59
PROD, REFERENCE NO.
SHEET NO.
TOTAL SHEETS
6.66900 /IT
I x/8
STATE PROD. NO.
F. A. PROD. NO.
DBSCRUMON
6.689001 T
PE
0 LT 2S BLK
coNc
DEC �• t�5 i
1
'� Cn JOSEPH H.
CqNC I CARRIKER
O 1S SK 0 CaNc `
d \ CL. "B" STONE } O
0 _�J 1 R FABRIC _ { W is BK
36Fi�► ! W/FILTE _ 1-CHURCH i ►' rII► R
'd ,�°5�� � ( } / SHIRLEY CARRIKER EST. 3.o TONS x �„ V J i I N87'39'4,
F,�' 6• 'S z EST, 10.0 SY F.F. - O i •
`�`� „ „ I �� w = Ql I --- I GR I _ _ �E'P
JOE DRAK
/ o
00 c�QF- ,� �j0 J �* ♦ CL. B STONE Ilr} ' '�` 58 ^' I I +?� o
\��' -l'� x10 9A\ �'� i3 0 W/FILTER FABRIC 1 N o- _ = of { I WOODS - cv 61
0 ��a \ EST. 5.0 TONS OUTFA:1 S DITCH W1 �1 [] I o
^� 'Q� EST. 14.0 SY F.F. I�� woods 2:1 SIDE SLOPES
1 I CD I
C� \\ _ EST. 5 C.Y. DDE TEMPORARY I I { I Y Z 51 'O 66ti I I +
DRAINAGE
LAT. V-DITCH W/ \\ems 9 _ TEMPORARY 1 1 TEMPORARY `\C15 BK o LLJ
J 4:1 SIDE SLOPES 0 0 I C� EASEMENT { _ ��}
1S BK 0 1�-{ • .� 9 \� T i 4-i G CONSTRUCTION L = EASEMRUTTION I `1� �� a Z
EASEMENT
p0 55 O� [z Fyo ►.� + 5019 I I a 55 80 i 5» cam--- - - - - -!- I 1 I
3s" coNc �- CL. B STONE I " I +50 PERMANENT --T -� - - _ - ` - , - - _ I +50 �� " L- Y-3 REV. q �� -L- I � I � - -L-LINE +r85 +25 � � GR - I � � --�
C) -- 55 { DRAINAGE C�� TD 55] I GR - `
�� � W/FILTER FABRIC f 6 � � � { I .} 60 � , +50
2 EASEMENT +25 +00 o 1z 1 O
{ - +5 EST. 2.0 TONS 55 / C� I I� V50 --� +00 [ ] +71.76 ,�, o•� o
+ � EST. 7.0 SY F.F. L- ��' PROP. R /� P r + , r 50 I / 50 55 50 ] + I
CD � P OPI R W 1 \ B - ____-- ' r r E. _ E -,PROP. R VI�°��� U I LC]
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y \ \ C o MH 63 20 24 EXISTING R w PROP. 2 -6 C&G 24'
WM FEW=O
COLLAR O 36, 55 EIP
• 15" C NC C -WVS CB + 30.85 29.97' 8 WATER U G +n I 8" WATERU/GA-j -
- WV` CONC 'CONC - - -- -- -
r _
z fL-umMOVE. �'- 60 - 57'28'24" EMOVE 65'28'30" -�' r SURVEY z z- Nc -z7 za• BST -N89'38'48"E I� I -� Z
`` Q
� NC 24-27 24 BST
O) U 58 --1 61 C9- •64�------- "✓ �.�-----� --- --�' ---- --- -- / V1
CB 11 '-15" CB �'4A�-15 C •� P N .116,.15" ✓-i 28 -15 �� } 0eo C LAR -� 2fi0 -15
,i CB !Ir EXISTING R/W PROP. 2'-6" C&G CB - _ - - - - a e-
LLjCB3
W allIF 59 PROP. 2'-6" dcG-�_- '�r, 65 1 '-24"�'- -C 66 -Lc- 67r/rrlr . �I+� - C Z,` 70 C F F
= OP. R W-3 E `� R w ,� PROP. R/W �30 / F C +00 PROP. R/WC FPROP. W. W. FENCE +5$.16 63.13 fi2 15 505 (� 0] s 0 / -� EX. SWALE 50 a a3 W
C (NOT C/A) ----r h _L_ nnr 1~nz , �n cn r r�rc woo � ] Q'
= TD +3 -L-LINE �55]�� 69 \ / \ ` o ,o N
POT 593+11.72 L-LINE o.R• °r n `\ POT 10+013 1 TEMPORARY v / '1'3�w``'�r` /o�� _
Q ]POC 13+91.31 Y--3 REV. +83 3 03 Y-4 REV. LAT. V--DITCH W \�� CONSTRUCTION 5� �� ��/� �8� (•
8o POC 13+91.31 Y-4 REV. �d'� � 1 e 5� 4:1 SIDE SLOPES EASEMENT + �I+,1,`I` \�\`'/��/� \or\ \ PINC 600+00 -L-LINE
o � N � � `I � MARGARET BLACK � Q
TEMPORARY �,� �, 2 1 6 70
U LL CONSTRUCTION �� 1 � 0 rjr
� � +10 � � �^ `\ +1� � / \ � wooDs
a z >- ,,, EASEMENT 30 \ y o �' \\`� +1� .�\` a 1 f
N +L o z Y-4 REV. 1 �1 ` \`� .�I+ ►1 / J
o u- TEMPORARY y -p +\ 071 -0 MIN. / J
DRAINAGE >,n, ! &VARIESLL
�2 EASEMENT MARGARET BLACK 3 ;'--0 C3\I\0rlr0``�+7
\\
3W Z + 50 1 ' �� ' .MARGARET BLACK F�� S�oPF s2 w
+ rn ABANDON - NG J
EX. V-DITCH 3 rn R/W fiLr rI I1TIJ I I -Fr F--
m L x t ROADWAY FROM STA, TO STA. ,SQL
TEMPORARY - l Y-3 REV. 10+00 13+00 LT.
CURVE DATA CONSTRUCTION _z a, Y-3 REV. 11+50 592+00-L- RT. s
EASEMENT - l Y-4 REV. 14+70 15+35 LT. sp9�
1 WOODS TYPICAL LAT. VEGETATED DITCH 1000 '��,0?1
Y-3 REV. Y-4 REV. Y-4 - } 1900 o� 1994 ADT
- 4 2014 ADT
PI = 12+88.71 PI = 16+17.70, PI = 16+49.74 40 % 1 a
0 = 8013'21 " RT. A = 17457'46" RT. 0 = 8'24'31 " LT. 0 11 '` w + , • 1 5�. �jQ �i-'4
D _ 4 00 00 D = 4 00 00 D = 4 00 00 _ n ` ��0 /, 200 400
T = 102.96 T = 226.39 T = 105.30 - �� ORARY '% M ATC� �'��� - I
L = 205.56' L = 449.07' L = 210 22' y.� 1 CONSTRUCTION x - 1 NC 24 & 27 400 800 NC 24 & 27
� 1
R = 1432.39 R = 1432.39' R = 1432.39' `\ �_ EASEMENT - � 1 12400
12600
e = .045 e = .045 e = .02200
w000s I� 54 _ 11 1 23800 2 400 goo 24400
S82'44'4 i r ., Rops
_' L S)J S o _ 5fi
DS 40 MPH DS = 40 MPH DS = 40 MPH R ��. � 10r1r0' ,�.s'zo. 1 �1
_I U)
249.}}' 48 ++13.0} g 6 � _ �'90' (p��_�3¢
� 21 = I TEMPORARY
ARE FENCE- __ y o 1 TEMPORARY 1 zo29 1 Im I CONSTRUCTION m
/� p WOVEN _ REV. 12' BST �� - CONSTRUCTIONt EASEMENT
CURVE DATA Y- 4 EN Y 4 ' 1 jf���, 11 EASEMENT 1{ O
17-�'9$.97 O �i i i EIP � $Do
o : / 00
REV.
PI = 11+7 PI 16+00.57 $ pT 18+40' +40.38 I u
0 = 22 09 00 = 12 22 30 LT. r }s 9k o 0 Y-4 REV 1 A
D= 9'00'00" D= 4'00'00" 0
8r
T = 124.61 = 155.29 .� • +1+ °�
L = 246. L = 09.38' Q ,� -• 30 y- 4 REV. BK'
R = .62' R = 1 9IRENE B. WILCOX •,�` i� POT 19+40'9 _4 AH'D-
e - e= 54 \\_ I l 1 pC 15+44.44 Y
S= CIS= O
4 �=rnl -4
15+5� Y
M ATOM �-�NE
CL. "A" STONE 2 dI QI
EST. 5.0 TONS i S3zo•e
MARGARET
BLACK
NOs-'�v 4
50 1 0 5 ENp G +6p `�-
a
_ 5 = pOS 18+00
GEORGE LONG
1 1
1 cps 57
Q
0
180 •A
4
TRAFFIC COUNTS
NOTE: REFERENCES:
ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL FOR PROFILE OF -L-LINE, SEE SHEET 25.
BE RCP CLASS III UNLESS OTHERWISE NOTED. FOR PROFILES OF Y--LINES, SEE SHEET 30.
ALL NEW DRIVEWAY PIPES SHALL BE PLAIN
CONCRETE OR CMP.
ALL DRIVEWAY RETURNS R=3' UNLESS - OTHERWISE 3�1/94
NOTED. - S E A L
w
0 13209
0

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PROJ. REFERENCE NO.
SHEET NO.
TOTAL SHEETS
6.66900 yT
STATE PROD. NO.
F. A. PROD. NO.
DESCRIPTION
6.689001 T
PE
FRANCIS DENNY
ss
ul -f m 0- 0-
�- p0' Di l
�7 6—
pE SOIL
JOEL DRAKE
fit ,1, FLORA H. LINKER
! Q p 100.00' R
224.59 { L 586 04'20"W WOOD 1
Q w EIP 64 _ / _ rJ 1� \ �1
c� Z wQoas , ,,I,�I� r3 I 1 1 f 1 -
o Q m o I JAMES EAVES ,,, WOODS ++� +] ,_ J, 11 1 Z
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63
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ry III � a MARGARET F. HARGETT, WIDOWo, I I�� N
DET NO 2
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50 50 I LJ a'
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No z I �� lol I I yc
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1 J
EX. 2 "'� ofD B CL. "B" STONE N+ +78.05 I
�oW r� ✓ Q l +55.62
BASE ;�- N W/FILTER FABRIC' -+ '' if l I
£ / > cn o x C F �V }} L 1 I! 50 EX. V-DITCH + 60'
DITCH - C 11 I, OW DI Q
CIDo EST. 3.0 TONS x REMOVE 8' OF 12" /1 EL OW �-
IP EST. 10.0 SY E.E. I� I 's ` I�Ng
F C I I F � PROP. R W �}
+ PROP. R I►y Ex. INLET END PROP. R W I '-18" I I II, I I , , F I ,rjr
_ 36 7�F� C - - - - - — F r - - - - .- - EIP-�- -- " — 1 4 I 1�1 EIP +
--- - — 77 0 I 20 PROP. 2 -6 C&G`1
73 ` �p �`%-L_X F GAS PUM�- PRO 2 --6 C�cG -1 �*-18" CB EXISTING R 8 Qi
+w COLL�R GR I �,I 18" 75 EMOVE 15" CON 2-WV'S = v ��l_ REMOVE 12" CQNC ,� g» W TER U O 1g GONC I U
— LLAR o � — N•89'38 48 E � — — — — NC 24-27 24� BST — II —
�.- . `�' 4 E V-DITCH + �--e REMOVE } �•SURVEY " REMOVE \ fi ? `` Q
V) °p 1! _pr w IW Nc ,2a-x7 — c — — — REMOVE [-REMOVE — —� _ — ~/�
l 72'_1 MCdNVCE
4 -18" I REMOVE- 5' cQ c 1# CQLLAR — 15" canlc 1 C Y1 15" coNc
f W CO AID —�,. RETAIN 1 wu.,�. / � Fi �. -i- f CB [V
MARJORIE
SMITH
73
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BETHEL MILLING CO.
v W. r
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J CBO' DRAINAGE TEMPORY J1 N E 1� I o +00
C�0�
+g5 EASEMENT w 1so1 1 1
C—� U 1
z
w , 8
CL. "B" STONE w (D 3 \ / +
W/FILTER FABRIC Lur- V)
EST. 2.0 TONS N22
EST. 7.0 SY F.F. ,
N.B. CONNER
ss
o mew + — -
w {
N V)
c.+ o 4
.�
M W EIP
N
I r*1
rfl
is
FU
Q�
VICKIE L. HOLLAR, WIDOW o
(SANFORD HOLLAR)
210.79'
N 89'39' 27 "E
NOTE:
ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL
BE RCP CLASS III UNLESS OTHERWISE NOTED.
ALL NEW DRIVEWAY PIPES SHALL BE PLAIN
CONCRETE OR CMP,
ALL DRIVEWAY RETURNS R=3' UNLESS
OTHFR WISF NnTFr)
-
W
+ PROP. R�W F C W
w 60' 1 0 =
30 �'� 1 SFD V)
C§_n
\ ` ,'
CL. "B" STONE \ O
W/FILTER FABRIC\ / �---
EST. 3.0 TONS
EST. 10.0 SY F.F. \ r
TEMPORARY
DRAINAGE
EASEMENT SHIRLEY STALLING
EX. 2' ASE DITCH
X 0 N84'57'58E
~�-�^ 417.41'
S
LARRY ROBBINS
REFERENCES:
FOR PROFILE OF -L-LINE, SEE SHEET 25.
FOR PLAN AND PROFILE OF DET. 2, SEE SHEETS 35 AND 36.
O.G. PIGG
�z
S E A L
0 13209 � .

WOODS !1
3 co 00
�z N1
-� S81335 3 1 1
3r4.7Q• EIP
I�
LO !z
e
MARJORIE SMITH
73
'� ♦ ►�! "- to
+in +
0
Z
aCn �
o N
N � W
,�
-L" >*
no
SPECIAL TEMPLATE DITCH W
a >'
W
POT 621 +37.31 -L-LINE + zo
JPOT
13+50.00 Y-5
LAT. V-DITCH W
to v
2:1 SIDE SLOPES
+61.48
O
60 -L-
'�90
Lo
F PROP. R W
�
0)
P "
r-.
0
10
BEGIN CONSTRUCTION
POT 10+85 Y-5
WOODS
CURVE DATA Y-5
PI =
16+85.59
A =
25'28' 48" LT.
D =
11 "00'
T =
117.77"
L =
231.64'
R =
520.87'
e =
EXIST.
DS =
35 MPH
CURVE DATA/ Y-6
PI = V 2413.69
A
_ 415'26* LT.
D
0'
T4.
'
LR4.88'
/65.5
C
a ON � o �r/r�EIE�EI����� // !
p + 14
J. M. LITTLE, ET AL �\��-
j - �-
SPECIAL TEMPLATE DITCH �//
75 +4R0;1 15,
TEMPORARY L0 i / �, /�0 \ - 50 15 +43.1
W w � CONSTRUCTION L-4 WOODS /� / \ \\ 86 It \
50 R
EASEMENT oy�/ PINC 627+00 -L-LINE �\ 'I +88 +6p•38
1f I T. "Boo STONE 1 6
^r 1 W/FILTER FABRIC / CL. "B" STONE I 1
taD
1 oar ;ry EST. 3.0 TONS - _ +90 / W/FILTER FABRIC O !
.�! ,o + "� EST. 10.0 SY F.F. 65 EST. 2.0 TONS ! ! 1
Co / LAT - �r/ TEMPORARY EST. 7.0 SY F. ! ! y`\ +08
N 8 e� o to V DITCH Wf CONSTRUCTION +90 ! $ ! ��� �l (,D
c� 'r 2.1 SIDE SLOPES I
- EST. 30 C.Y. DDE -L-LINE = EASEMENT TEMPORARY �! = BERM DRAINAGE OUTLET C65. C00
2 �8" a5 w +14.48 0 0 - / +90 DRAINAGE STD. 100.09 62.81 60
75 + D ET. N 0. 2 0] EASEMENT / s0 WOODS +65 +00
-L- + (SEE SHT. N0. 35) 4.0 - 50� rr+50 I E �E STD. BERM DITCH 50�o'
4 " / L�� TD
8 _ P P _ 7DE
TDE ` -- --- POE
83 �_-� 89 SLO-�T9 UN
FTC ---- --- I-- -- - �-- --------�e- -..
L_- - -
•---- � i� i i t� i i i i i i i i i i� � i i i� •Eli � 1 1 1 I • �� 2 Z
H REMOVE 1 " C
-r 3= mmi - -
PROD, REFERENCE NO.
MW NO.
'1, UL EMM
6.66900,IT
eve -
STATE PROD. NO.
F. A. PROD. NO.
DESCREMON
6.689001 T
PE
REv1SEn e/I9/94 RHF',:m?-•
cV
Ltl
•Z
�Z
N
I w
o
Z
cr-
N GO
o
+ cq
FD5
o+
60
J. M. LITTLE,
z
oto
R:5
E T. A L . 75
LJ
as a
PERMANENT
DRAINAGE
EASEMENT
POT 632+53.09 -L-LINE
POT 10+ 00 Y- 7
PERMANENT
DRAINAGE
EASEMENT
TEMPORARY
DRAINAGE
EASEMENT w000S .
20 -15" CMP
2
o CB
z
Li
d UI
0 - z
J
PROP. R/W 'J
L u i - , +75 cv wBE CH.L. EN. END CHL SLOPE STAKE LINE +50
P OP. W / _ F M v 25 { +10 tx QI+oo
+60.87 87 , -" +3 50 q mFENCi= c --, BEGIN CH. LINK FENCE RR T►ES 50 60 W 0 J 50
/ C + y$ +05 OP. R 57. 7` ago �' w N p n5� s, d �, 60 93.09 I O
55 -L 5 BLK do r " \ C P + to to BST v + STA. 6 7+48.21 PROP. 4 CHAIN LINK FENCE 20 4 1 W3 60 EXIST. 30
d,96Fc� T (NOT CONTROLLED) O
' 18 y1 70 -L- F0� TDE +65 ,� to C6 _ Bs _ END CH. LINK FENCE 60] W' O� , GRAVEL DRIVE
+n q . 70 r` v = _ -''50 'p \ SCHOOL " STA. 632+10 '�'
�' • r �`` AOZ WA R T a M TL • SR 1124 SC 1 a 7 7 to
V I T E 88 C 85 S E-• x ♦ "- N v) vr.3a ■ ANOp o r� ►
I- 86 p LAT. V-DITCH W/ + N F +80 LT w T 25 �[tu!Q2:1 SIDE SLOPES ""rnv >-- /L toQ CL. B STONE w w a v z 105► +00 v 0 r -- - l k� �` {�I ", } EX. V DITCH w r ! w EST. 12 C.Y. DDE W/FILTER FABRIC m w s• 110 Y --' LT 12"} I
I 0- ! ! ^ " EST. 3.0 TONS o in uj 2S BK D �'0 1 1 i ( z 48" CONIC SUR�- � � CONC 1 W lr
{ c� yr " a Z w o _ \ } w) 1 I� - Ex. Oif Q
70 �- CL. B STONE c- -
z ao EST. 10.0 SY F.F. � Z � i >- �
W ILTER FABRIC 0 a t� f.. I TEMPORARY = 1 l,_, �I �h I-
1.� EST 3.0 TONS 1k v W / a o W 1 CONSTRUCTION � I 1 Tlr s (�
a r a� 5 � w ! _ �I IW -
o ,o EST. 10.0 SY F.F. TEMPORARY / ao w 1 �, I EASEMENT I 11 Im
+ - a I + DRAINAGE \ PING n ct, c�7 v Z
N 1 16 END CONSTRUCTION
a I 25'-CL. "A" STONE EASEMENT o a I I 1
+40,11 cv EST. 5.0 TONS WD EIP { W BST U W 3S BK O 1 }. ! 1
FL 90' EIP-CLO EIP °��•' o TEMPORARY EX. V-DITCH, 1 c Pow p I 1 I
23 ►� "�• �\`�`' r0 BL "A 1 1 / 1 EIP
� .� coJg CONSTRUCTION !� . �//\ 3s"14169I III
N "' C \ } PING Y I I
TEMPORARY EASEMENT ONc \ " 24" BK WALL I / ! /
CONSTRUCTION °r,°• o � � � PC 15+67.82 Y-5 �3 ' ;\ � 12" coNC,�
EASEMENT + ►� I z \ r•,/ '' PT 2S BK 1 i o
t0� / �� END CONSTRUCTION RECREATION 1 { _ _ , I
Ln 00w p \ � C '/ AREA \ \ 1
ox �Q I� 1 \ \ /� i, POC 16+50 Y-5 ��UEL OIL\� ! LO a _$5T� _ _ _ - - 1Pro
L�N�p ©X 1000 GAL \ r i
+ \ 1S BK
X/ 1. u \\ \/� 1 \} BETHEL ELEMENTARY SCHOOL ! �f 48" CHL
\ ''1'131110,1'0r/r - BST N O �\ WOODS ��'����` r X \ ' �� RECREATION 4- L PEDS
v! N \ / \ 1 / ON ONC
FATE + �- � �, - '/, \ \� �\� � , W W J / �r.� AREA
CANOPY 1S BK D LO B N N n \ A\ 1 10 48" CHL
/ Jss- F L
r ` + + WOODS X ��'.O 1 MH SAN SEWER SS 5M� / /�c0
4-4- `'�--------------'� � i� ►H/LT
X I 4 A
Wo°Ds KATY JEFFERS 1S BK �BST _ - l
Q k 1 R� S' l ON H R W/LT 1C`
. BST CgLEAC r r -
LAR� Y ROBBINS_ /��+�,�+-� ! 74 X
� \ 2SBKD W/LT CONC 48 CHL
71 -p'GR-
G
TDE PROP. R W TDE--
1 I i ii ii Ili • lr iW• ii
- PROP. 2`- " C&G
® Wv s" CONE; COLLARS 18" corkxhWv w 92 C . 8" WATER u/G �-24"
Q � - - EMOVE - - ZII N89 3 ' � -
• ' -� Z US 24-27 24• BST - 7 24' BST
- - 98'10`4�� .- - -i _ -=-REM - ` 90'00100" - -- - SURVEY - - ` - _ - - - - - - - _ - REMOVE --7'51'35" REMOVE-
none '+�-�� _
IK
OW/LT- �r - - - ,TEI�CABr�E �G - - -� - - - - - - - ^ - - - - - - ENDqTA H F CE 15• CON - �z TEL CABLE U/G CB WC - CABLE
r- BST COLLAR- +7 f -•-
p O1s 2: 6" CdtG ao EGIN CH. LINK + - TC04' ;&6 10 F � � - - - - -R=9' s• � nJ - - � ExrsrlNc R w - �� Nc� i o°'
~ I 90 SiA. 6`3+15 w + .p' 9 F� _ - - -- -- Ir PROP�2 -6 C&G 1 - 34'
W ♦ / ��. r- m 5425 STA.62 + +% CIE0F OP. R W -� �° 1 ��� 30'
1i
POT 11+20 Y-7
N89'33' 11 "E
t 384.74' EIP-�
POT 11+50 Y-7
m
WN85-oo'42"E ++ -7 kV �N I 3 a 1 PT - '3' " �- o
- - % I I �l ��s�� 1600 THOMAS JOYNER
�- 4SBW ' I \ I BASEBALL FIELD 2900 U
^\ ►- . { X 1 C BARRUS COUNTY +
to
•W .� \ �o,� , RD OF EDUCATION ! ! LT
R
X
1 CD c w
0. G. PIGG + 1 � \ GR `--__ // ` ,',� Q w
1 1 ° m
1 _ _ 0
ITE DISH QD V(D 1!' '1' 01110 'If 1� �l� \ _ __ - - BST ` _ ! r r - 6LK " NC 24 & 27 600 600
SAmu- 1} I - �' 1260 1000 1�0 If NC 24 & 27
RIAB E do VARIES EIP � 24400 200 200 214600
BERM 1 �-0" MI ��
VARIES +
" 600
ENCE � f 1 /FT. NG
: �= �• ti•, IL.I 19 <` S�OA NG N 0
r 1 nn A A nT EIP
1 I � T-
1 ROADWAY FROM STA, TO STA. a1QE I ?• r '1%• .
POT 19+00 Y-5 Y 5 12+35 12+75 LT. jo
3
1 -L-LINE 622+00 622+80 LT.
�S 'ay0 106n - Y-5 14+00 14+80 LT. o RWAI FROM STA. TO STA• ,+$jQE
�CON� 1 1 WOODS -L-LINE 622+00 622+95 RT. N o Y-5 12+50 12+90 RT.
TYPICAL LAT. VEGETATED DITCH TYPICAL LAT. VEGETATED DITCH
� 1 3o•.�3E
1 G 1 i 1 X EIP
U
w
800_ �
1900 m
TRAFFIC COUNTS
2014 ADT
-m 3 L N L fM
w
w
x
N
♦a
e
tJ
a5� 9/ ter
N
rob 4-
NOTE:
ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL
BE RCP CLASS III UNLESS OTHERWISE NOTED.
ALL NEW DRIVEWAY PIPES SHALL BE PLAIN
CONCRETE OR CMP.
ALL DRIVEWAY RETURNS R=8' UNLESS
OTHERWISE NOTED.
REFERENCES:
FOR PROFILE OF -L-LINE, SEE SHEET 26.
FOR PROFILES OF Y-LINES, SEE SHEET 31.
FOR DETAIL OF BETHEL ELEMENTARY SCHOOL
DRIVEWAY, SEE SHEET NO. 2C.
FOR PLAN AND PROFILE OF DET. 2, SEE
SHEETS 35 AND 36.
"� 12

d
PERMANENT
DRAINAGE
EASEMENT
BEGIN CONSTRUCTION
POT 10+00 Y-8
dr,
'o x4
o¢. /
ED
+10
60 '
+10 4- }�p
J. M. LITTLE, ET. AL. � o8
15
75
60' co 'v A\9:
+� � TEMPORARY � � I
Cod DRAINAGE Z-.
�_✓
+ EASEMENT2G1TDPROP. R/W(N.L Li rtr'6" 12'-15�
j 224' 24~� CBLZ
N 496►� 2
`J o
Z! t I
� _ T -_ 56'2 '02"
0 -
JB
REMOVE
fir,. r A� /
+ A° /
yo
MARGARET
TUCKER
/� So
1S MTL BUS
x
15 GR
x)0
c m 1SF BUS
1
a Fq SAo'Qq �o
1=
�oA 8, ��Fti�C�ip °r° a Ix � z
K
0
. z �
" ih R6 0 �vw p
I n Ir w
1s Us 5+ l oc 1 l a
L E_ r.=
:!3nBST,
-;L 'I -28W-27!
LT CONC f 1 6' 2 CE
99
EMOVE - EMO
N89038 40 E
SOIL
21400 CURVE DATA Y- S
O
PI = 10+88.26
,4,� = 02'15' 36 " LT.
D - 1'45'
PROD. REFERENCE NO.
SHEET NO.
TOTAL SH]KETS
6.66900,IT
;k
STATE PROD. NO.
F. A. PROD. NO.
DESCRIPTION
6.689001 T
PE
ROO 400 REV ISEta S ><S 44 RAF
12- 600 NC 24 & 27 ��� 1000 NC 24 & 27 12609
p L = 1129.14'
24600 m 4QQ 2~ 000 R = 3274.04'
400 e = RC _ �NG
4° DS = 30 MPH--
5' MIN. ter -
- 2.• �_
/5)4.
ry^� J&VAR.
EIP 1994 ADT
800 2014 ADT BAR.,
� \
1600 1 �. ROADWAY Aga
-L-LINE 646+55 LT.
TRAFFIC COUNTS 1 APPROACH CHANNEL CHANGE
WOODS 50'-4' BASE APPRO. CH.CH.
W/2:1 SIDE SLOPES
DEPTH - 5'-0" MIN. 1
BILLY HULL EST. 56 C.Y. DDE POND Z w \
82 1j 10
WD
)NC D. ` J �
DRAINAGE
I TEMPORARY I r
�.
J
�
EASEMENT
f J r
(I EX. V-DITCH - ,n, o-- ��` ,n, 60 �i
PERMANENT +,go
J I +
o tiJ +60 ` DRAINAGE p
! v rl EASEMENT co
57.86 8" CMP RISER
ao W7 f _ w � ,;? , 5 BASE DITCH +40 - CL a PIER 1
/tn I BST �:'.s � -,, 120 �8
I
I +05 0►KE 1 + 0
{ I 2SFD ow ° ��`' 6 0 ARz�+ 1-0 75
10 LT +j79j5 ZR
Q +3 �` SLOPE STAKE LINE
+50
F c c F 50' w 10s 1 PROP. R W
4_?s
1S eLKp, J - L--LINE - +4° { R w --
PROP. -,--
D 54.__ YIIL N RO DI
BLITER,ATE� ` 9 M
�O �W'
C -- - - - C ,n, CB 104 C8�
°D PROP. 2'-6~ C&G xISTIN R/W W
-SPEC -� i r 4. OBLITERATE-1, 8" WATER U/G - wv 107 c6 _ c - n •36-• 15"
4" 1= NC 24-27 24' BST
RR PIKE Y- SURVEY E� j b _7 '07'23"
- - - - CNIrnW - - I 10EQtz w c L+ C
5
v
IL
An
2-WMS PROP 2 -6 03 -18 ExI /w o _ �
Z
J
j
0
0
�D
Q
PROP. 2'=6�C&G +, / kr�a LT - ! 6' 97 - - . - _ . - _ - -10f - 20 - y �I$ 1 WC C II n�i r' dw
PROP. R/W +66.2 I I 84
R W+ PROP, R W F C Q E I i
50 G�, p� 1SF rl 1S BLK I I'I+}�I 0 �- Pi E d+ o,E -
I
� _ c, � / �,. I ' � ,�� +10 �� � I � I ,n_ SLOPE STAKE LINE
�� � 2 CHL Bus LI BUS _ o _ DET. NO. 3 �. +. C F +63.69� 15' W
• DO NOT 30 / N I +I+t� 50 +I+ }Il, i'/. ti11 I [0] L0 50 h+ , 109 F
Q DISTURB WELL 1 i/2 s -� o� / S �? tS
IIN0 1111A / / rn I •\` +1 k1` +h , ` ► ` N _ TEMPORARY + 9 2
) / r I ,---lr.►1►., D ( o CONSTRUCTION 0 rL �/^ ,n 1 0. 6, S i
~ 7 +60 - o o 1 �' 60� "' EASEMENT---�-�--r - -� V 5 y R 3
V] A XS LL rt / N - wOOD,s I I _ 66.1� C•� 2 50' 55
/ 50 �C3 - 1 .� ►1+ woods Y-10 REV. �' = `I `� A. 45.2$ Y. _
cv JEWELL ,�. SOIL +So -L- �y�.,��_ N`����/, a� { '�' +oo N �s' + Rlyv.
e-- 0, �'o �GR / r �g M>Z -9 i 1 = I % +I+ ; +I+ [60] LAT. -DITCH W/ TEMPORARY a 1 40DRAINAGE.5 F..l_ ��Q.94'
PRESSLEY Fqs� f.y( } EX. V-DITCH 1 � .T G 2:1 SIDE SLOPES EASEMENT `� �, 7.43' vy � Q
W 77 �FN1c�o �' / F ,gq�M N -- /� "1 CONc 1 F. K I K ER (DDE INCLUDED AS _ �\ o 1
�.� 45.39 120.54
W ti " L'( ,qs ti �FNr D AN N Y i 1 NORMAL DET. EXC.) _ , 93
+ t 7.03
MORRISON 70 EX. 5' BASE DITCH
/ T s
p `gip / CD �� �, `Co�vo J / E EIP N86'51 22'E +0�.53 , TEMPORARY
-�.x. T I / - , . +I+ + , + + ' ►EIP DRAINAGE
-+40.8 \4/EIP 40,7928 . D / WOODS I N86'51 3t"E90 63' -R 9,.,9 ►�► �,
� R � s.,s e9.34'2 ����1+�- � I ro, � � � �,�,� EIP �- R-------- � � ►`►�►�,�+1►� �� �•� �, { EASEMENT
~ - �M '� 6' 1 k �q % +I + +I r ►�►•' r i ,3 `1� ,ram , c+ CL. B STONE
Q POT 13+00 Y 9 AMA oR Ao `\ f�x��s BEGIN DETOUR 3 c _ �\ I - w ILTER FABRIC
e o x I z /F
E` °ti oR E'q grti Rq ss POT 637+81.31 -L-LINE 1S BK D N • LT
�, EST. 57.0 TONS
F qs s sF �o R} X I '-, ' - -6-13
V/1,
'PC 637+81.31 DET. NO. 3 6 W,� f ' v '`' LITTLE INC. EST.104.0 SY F.F.
O 0 H-s� Vo
DECK .
_ � 84A LAT. V-DITCH W/
~ SO �ff✓ ma `s B" CONC o ~� 1
�`' �`�C�? �i = Corvc g ES SIDE SLOPES
/ 0 EST. 7 C.Y. DDE
9 N - � ,,, MARGARET TUCKER w �� "B" STONE
J. S. 1 U CKER, JR. -� -- - -- cL. o E
tist o 2g 1g I W/FILTER FABRIC
r;
H. D. PRESSLEY a RR TIES EST. 2.0 TONS
,n
1- - } EST. 7.0 SY F.F.
LT o'� I r / ` �4 ? �" +4 .26
POT 637+93.23 -L-LINE �' S �°N o`� 30
y° Fo g n NC 24 & 27 D rR, RE.o
POT 13+ 00 Y- 8 tn N {; 12600 12400 1 Y-10 E V.
+ v 25000_ 24600 N7 3 s 0 SOIL
=.4? �s ,� `1
{; w 400 10 296 39, ���� io f`,► �� i END CONSTRUCTION
POT 638+03 68 -L-LINE F'L
POT 10+00 Y-9 so s88•1098"E EIP - '��►��
r� ,�, � ►1, REPAO
N � Xis¢ tt�4
( _
WOODS 1
1994 ADT 1� g rn
1
2014 ADT cpcp ij JAM ES AU STI N 'I I
478 ao' 1 - w MIN, 200 `!
; - V ER E & VARIES 400
EIP N89 53 13"E
Fj BERM -------- "� -"EIP
T. NG TRAFFIC COUNTS ----
F
-f �---
TI=11T=r1 I T- 4$2.83'
=1I�II1=1II �I- 2• 2 -1I I .. II .. i .. 295 47162.17' �- j��� ` Ns$• 2"E ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL
ROADWAY FROM STA. �SIDE � S89'33 42„E S89.24 27 E
EIP BE RCP CLASS III UNLESS OTHERWISE NOTED.
POT 13+50 Y-10 REV.
Ll�
-L-LINE 646+50 647+65 RT. REFERENCES:
-L-LINE 649+00 649+50 RT. ALL NEW DRIVEWAY PIPES SHALL BE PLAIN FOR PROFILE OF -L-LINE, SEE SHEET 26.
CONCRETE OR CMP. FOR PROFILES OF Y-8 & Y-9, SEE SHEET 31.
FOR PROFILE OF Y-10 REV., SEE SHEET 32.
TYPICAL LAT. VEGETATED "V" DITCH ALL DRIVEWAY RETURNS R=3' UNLESS FOR PLAN AND PROFILE OF DET. 3, SEE
OTHERWISE NOTED. SHEETS 37 AND 38.
11�1 wl�llwlI I III .. Ili will
13

Z
J
J
0
In
Ice
{!)
t
W
W
a
BILLY HULL
92
(`I IR\/F f1ATA PRI FAIT \
,yam vv�♦ ♦� vi � �i � � ���. ��� �. \ 1
PROJ. REFERENCE NO.
SHEET NO.
TOTAL SHMM
6.66900/7
STATE PROD. NO.
F. A. PROD. NO.
DBSCREMON
6.689001 T
PE
CPI = 654+61.11 \
L� = 44`38'00"
tis r.zo• D = 190*59'09"
r� a 4`� ) T = 12.31 \
4 w L = 23.37' \ FIG
R = 30.00'
e = RC \
EIP
G CLINTON POLK D AVI D POLK
ROBERT MCMANUS 89 ° 76'�'gS s1
te)
w
- 85 ns� 46 o 43h
$ w U I
j z J
H
w \ ° I p
I I CLINTON POLK EIP z+ +N
,sFD i � _ \\ +
W
w z z 0 3 TEMPORARY o to co
SNEI ^i� �� DRAINAGE woofs o to
S o 14 36" co - 3 % w �� '�� EASEMENT w a a
o l o l w o z
/ _+l+�ii+�}+I+��l��ili�ili�ili��li�r�r��lir � w
I 1 \Q \ _'Jr Ii,
I 1 3 °' z �' Qo � *6 + 15 + 40r52
rJ
I ! POT 657+72.57 —L—LINE\ 3, of € /' +oo
TEMPORARY cj ►° �? POT 10+13.67 Y-11 REV. // \�' '/r(C3 � z [0] sa 22' '' EX. SWALE -J
LJ ` i�3 %i Q MTL �� n i
of \ CONSTRUCTION a w o $J , u o +00 rj CL. B STONE _
1 EASEMENT 1S SK D *+, = g z cn +50 \ . /� .�`� �r � 6�7 TQ W/FILTER FABRIC
I +2 U w WOODS [55] _ �i, �' +10 WOODS
' 1 • 0 +50 F �{- — L LINE FENCE W.W. EST. 3o TON F.F. - +35
1 I� + I " 89 +50 � NOT C A 70 `"� � 5p
+25.10 N 48 CONIC © 50 F ( /) +70 /� PROP. ��
SLOPE S AKEi LINE r X- ` �� — F----� R W Lo
C50] N E E© E E +1+ + 1( s� 50 f -i o co 9p
E _ -
- 24' EIP .,1�1 �- - ri+ `\\4a 111 f 91 PROP. 2'--6" C&G
SOIL + + + EIP
-~ EXISTING R W 30,53' CB (EXTRA DEPTH) O Q
�15" CONIC �, 8- WATER U/G 15" CONC r C w C 8" WATER U/G — — to
-
- REMOVE NC 24 -27 24' esT— N89'38'40"E --� REMOVE Mwd T US 24-27 24' 65 z ? NC 2 27 24' BST
IZ13
_ -x SURVEY E' ii� REMOVE �I
_ REMOVE REMOVE b i� _ _ T — y _ — — — jT
LLJ
-1 M — — — 5 M 15" CONC J O �-o -- — — — — — -r — — — �$,8,5 , .,� " 90 00'00" - _ 15"ram — — — - -- — — ---- — 112 c "� �.._��5" CON C to Z �`
gin
— �' r
20' 4p► 1��'QC� r T —�-- 20' 110 C6 , C +i++*fir OP I I I F I xIITING IR w,+ Jfr Xs�oC6 (EXTRA DEPTH) �j oc`e\� /, 0yili}�I+ +III+I+ W
I I I I I I I I I I+ I `lY
+ C - ,- - / r E +39 81 F C PRO R/ + E _
PROP. 2'-6" C&G's7y =1 = ono E E E \ t 5 'fir , , +0 ""* +57.5 = {/)
+50 +50 0 Y�O / S 0 �/r C50 +50
r � � ��., � . C O• 50 � � � / o� 0 X9
�- 50 —r �fNV ` v 6 60
+50 D T. N Z 50 l 6 -L-LINE _
W E O 3� CON 93.4 TEMPORARY 1 1 p
t= PROp . R 63
�� �\ E C (SEE SHT. N0. 37) +50 i +n 1SFD 50 �+ 9 g,0 - O'R. +45 CONSTRUCTION \ o�`` TEMPORARY \ i wooDs ()
65 +50
- 5'� 50
�nE° �a —
WOODS3
0 !!
I 1 1
=
1 SFD
-
DECKr�!
4-
+n -
cor
_
0 `- 1 S BK D
i
CLAUDE THOMAS
i
84 EIP
12400 NC 24 & 27 NC 22
24600
400
1000 600
1994 ADT N
2014 ADT
Novo
100
TRAFFIC COUNTS
1000
1600
12200
24200
I i � -L +02.97 50 • , 1 0 + 23 Y-11 REV. EASEMENT } �Q CONSTRUCTION \ �/
so] �,� -- PC 10+64.31 Y-11 REV.
J+ EASEMENT Q
I ! N 60] 011 1 fi - o '//
m\L+98.04 \ �, p
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^�o �oJsoss 92 \ \ /'/►'�
CONSTRUCTION I • 15F +50 Y-11 REV.
EASEMENT ® +50 + . 1 t63—SPEC.
TEMPLATE �`1'/ �ro��, o r M1 N.
44.64•,� 1 �. wooDs3� �,�J s G S ` —
�� - - Y-„ R% 1 ��1 Y-11 REV.
_ �,1 • TEMPORARY
0 CONSTRUCTION
+ - + L EASEMENT 15FD -
0 ` 1 PT 12+75 Y-11 REV. BK. - JOH N GI M BER
TEMPORARY 0 POT 12+75 Y-11 AH D. = I
' I I J✓ II1I1J1 ,111 I1_+1+ ,' ' II rGJRrI` II` Jrl/i+�
F
CONSTRUCTION
1��coNc
'BARCLAY KELLY EASEMENTPOT 13+00 Y-11 \\v
8� 1.
a +00
111.0}11 s' GR �SY-) Y-11
N\
4931. 110'320.62' naQ 88NQ
R- --
90
-
WOODS Z_qllQ. END CONSTRUCTION- 0 + '
Y-11 t. - T 1 + Y-11 W + \
WOODS
1 /
1N
STEP oZ 1�, E� Y-1 1 {
h STONES
ND.
.°°• 0 �lw s
" r+
J. M . LITTLE
88
END SURVEY
POT 14+50 Y-11
NOTE:
ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL
BE RCP CLASS III UNLESS OTHERWISE NOTED.
ALL NEW DRIVEWAY PIPES SHALL BE PLAIN
CONCRETE OR CMP.
ALL DRIVEWAY RETURNS R=3' UNLESS
OTHERWISE NOTED.
STEVEN PARROTT
CURVE DATA Y-11 REV,
REFERENCES:
FOR PROFILE OF -L-LINE, SEE SHEET 27.
FOR PROFILE OF Y-11 REV., SEE SHEET 32.
FOR DETOUR NO. 3, SEE SHEET 37.
FOR PLAN AND PROFILE OF DETS. 3 & 11, SEE
SHEETS 37 AND 38.
CPI =
11+70.86
=
21'04'09" LT.
D =
10'00' 00"oif
T=
106.55'
` �_ S E A L
L =
210.69'
0 13209 5
R =
572.96'
= c�,•
r�
DS =
30 MPH
., r,FL'OR

RIABLE
BERM
dope i "/FT.
$-All
NG r
Ti7I`1r�-I11T �f1mi
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ROADWAY FROM STA, TO STA. ma ROADWAY 51L ma
-L--LINE 667+00 669+80 LT. -L-LINE 670+00 LT.
TYPICAL LAT. LINED BASE DITCH APPROACH CHANNEL CHANGE
s44
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sw
WAYNE HOWELL
1sFa � 95
MAMIE HOWELL `\� 0
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EST. 63 C.Y. DDE
WETLAND LIMITS
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APPROACH DITCH
PROD. REFERENCE NO.
SHEET NO.
TOTAL SHEETS
6.66900'+T
STATE PROD. NO.
F. A. PROD. NO.
DESCRIPTION
6.689001 T
PE
� MARVIN KNIGHT
/ GR � LT
t�n1 P
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ti/ti ti5°�' N A N C Y 1(A o wooDs J J I 1
PERMANENT �6 \ ' * m • = 1 ! 1 ! 1 J
DRAINAGE / FOTIOS PAULAKOS PARKS �� +11 FT TEMPORARY Ul 0/I l I
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o ti IMBAUGH, JR. FA
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-25 0
50' PROP. GR �� 11 PROP. R W— — m +
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60'-1 SURVEY — .- —
60'45'27" +� -15 CMP +65AT-1 — — o—
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U +oi.15 �� o w PROP. R W 20 F1401
PROP. R W PROP. R W
I— TEMPORARY 50 �s asp �y• �' +00 PROP. GR 60�} xQ CONSTRUCTION t85 CL. "B" STONE
EASEMENT F 54.22' 60' 20�/� • , �`�� TDE W/FILTER FABRIC
+ —� w x tii �0 +30 +60 EST. 1.0 TONS
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RAP
DRAINAGE &FILTER FABRIC
�'
o Q EASEMENT LINER TO TOP OF BANK
\_ (SIDES ONLY) EST. 45 TONS
EST. 43 C.Y. DDE
EST. 63.5 SY F.F.
R. S. LIMBAUGH JR.
R. S. LIMBAUGH, JR
\ 92
\ 94
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R. S. LIMBAUGH, JR
(BARNEY LIMBAUGH)
ss \
NG
18" CLASS I
RIP RAP
MID.)
f ! Q� �} EASEMENT I s Q CONSTRUCTION I >, / - �
II 35 't 1 w = 70 � a - EASEMENT SOIL / +
75 • �55]o In 0
+50 /`211 II 39.56 +00 00
+50w
+70 F C a cR $" coNc S5' 50 F �.r
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0
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TEMPORARY (SIDES ONLY) EST. 27 TONS �� \� O[ 8
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EASEMENT WOODS '�/ } woods 0
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\ % to
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NOTE: �� °` a� � ''•,,,,«<+•.
ROADWAY ma
ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL
-L-LINE 675+60 RT. BE RCP CLASS III UNLESS OTHERWISE NOTED. /
ALL NEW DRIVEWAY PIPES SHALL BE PLAIN REFERENCES:FOR PROFILE OF -L-LINE, SEE SHEET 27.
TAIL DITCH CONCRETE OR CMP. FOR BOX CULVERT PLANS, SEE SHEETS CI THRU C7
ALL DRIVEWAY RETURNS R=3' UNLESS
OTHERWISE NOTED.
15

0
JOHNNIE HARRINGTON
poi
JOHN POLONYFIS
ios
PROD. REFERENCE NO.
SHEET NO.
TOTAL SHEETS
6.669003T
I Xwo`
STATE PROD. NO.
F. A. PROJ. NO.
DESCRIPTION
200
6.689001 T
PE
400
1994
ADT er_j
2014
ADT
Q
3
0
z
a
100 w
100
200
200
12200 NC 24 27
NC 24 27
12200
24200
24200
EXISTING
z
0
0 cr
TRAFFIC COUNTS
Is
r
N z POT 10+00 Y--12
o� z
o �Q 0� -q to
ELLIOT T. McCOY
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113
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I 109 00
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20� +C2� i +�20 L2�0
E,5—30.66 9.51' 5WTI CO _ \
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\
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J TEMPORARY CONSTRUCTION
EASEMENT CONSTRUCTION +56 l+ EASEMENT `�, ,I, rlr '�, Ili +lr /
J 9D +80 1 I
WOODS +8 1 10 30 �, V.
30.21' I 131 Y-12 WOODS 1 J 1 ' EX. V-DITCH
o CABARRUS Y-12 130 . 6' 6' 1 2GI +93 1
2GI B i wooas EX. V-DITCH i o l I o N /+75
W00 D S, I N C. 05.08 04.01 j01
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EX. V DITCH , 0 R. _ , +81.84 K +
�s��o• �,I�r1''�',''I''I��i+Illrll r I I I r I I rl1 ,1,111,41 ., r Y-12 R� 0, + 2 0 4 pq
0 o% Y 12 +53.58 F C �---L—LINE + 0 50' C F� 1136 PROP. R W /
?° �° ,11 '�� I I I 1 +23.57 ,'r �� I r I r I I I ► I I I I}I I I I+ I I I I I I I r I I I I I 5 'r��'li�ili li ilr 111 r1r ,irli � I �\` A ROW
rip
}' F c 5o r 0 �- 50r�,.•I1111IIIII�� I 2 -12"
h -L-LINE PR — F 104 PROP. R W SLOPE STAKE LINE PROP. R W -L-LINE f.., C --- -- —
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GEORGE L. PLUMMER
(�D
NOTE:
ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL
BE RCP CLASS III UNLESS OTHERWISE NOTED.
ALL NEW DRIVEWAY PIPES SHALL BE PLAIN
CONCRETE OR CMP.
ALL DRIVEWAY RETURNS R=3' UNLESS
OTHERWISE NOTED.
DAVID SWARINGEN
viz
REFERENCES:
FOR PROFILE OF -L-LINE, SEE SHEET 28.
FOR PROFILE OF Y--12, SEE SHEET 32.
FOR PLAN AND PROFILE OF DET. 4, SEE
SHEETS 39 AND 40.
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PROD. REFERENCE NO.
SHEET NO.
TOTAL SHEETS
6.6690011T
P111101715
STATE PROD. NO.
F. A. PROD. NO.
DESCRIPTION
6.689001 T
PE
N79•p� 32~� � .
R _ S86'00'09"E EIP T_
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1 15:FEE- 1 CON EIP 12" WALL18 CQ 7 a" WA
i s — REMOVE' 8" WATER r aF + IW
9013'07" — — — — SURVEY
1 ON +
�C so C +60.41 PR
/ PROP. R W
�25 .50 � 3 II 650_W5
-L- REV.
TEMPORARY --L- 0 `�
�- Y-13 REV.
/ / WOODS CONSTRUCTION 45' 9 5' 9 2
0 00 EASEMENT Y 13 REV > 0 , !r \ +79.67
+ D DIET. N 0. 4 12200 NC 24 27 12200 +79.67 w I 6 G - 30.34'
1 24200 24200 29.59' � �Wi 140 � ] 41 Y-13 REV.
200 100 Y-13 REV. 16tR
N w 400 200_ _
z }- _ TEMPORARY
1` II w I I CONSTRUCTION
lu,
0 1994 ADT � • _ EASEMENT
I I 2014 ADT TEMPORARY MET
} = �w
r ! 200 CONSTRUCTION Q 1 Y-13 REV.
400 EASEMENT 9 1
1' la W
0
0
(SURVEY BASELINE) -
WOODS TEMPORARY
CONSTRUCTION
EASEMENT
TRAFFIC COUNTS} N N ~NN RICKY HELMS
1� olt
N
EARLE WHITTON
114
1 IN 1
+00
L2 f l N C 1
END CONSTRUCTION Y-13 REV. 3 ±.M , WOODS
x� . e L2 .77
POT 13+00 Y-13 REV. Y-13 REV.
POT 13+00 Y-13 (2.05 LT.) _ I
WOODS _ p*
2S LOG D I _
24' WD
-+ C
1 _
uj
. �\\ 0
-f � it
EI P
POT 13+50 Y-13
_ PROP' R (!�
RE
' BST . Q�' f+ fi + 50 4 *()()Ds =
x
� LLAR 148 f �` + � + � +�► ' ' `� �/,4�, �6'� / �/,-�-~REv. +1' L)
+50 E_
55' TDE o _L-REV. ~L_REV.DET. NO. 4 \ �
-L-RE REV.
"B" STONE � � � + TEMPORARY
/,, tiSFD
1Wy F•ILTER FABRIC + 20 CONSTRUCTION
0)E±6 T. 3 .0 TONS 55 EASEMENT wD o�cK
ES +
EST. 10.0 SY F. -L-REV' s
EX. -DITCH
LA
' ��90�• R p,�K
LA • V-DITCH )NI 0 20 WQaDs �S� HG'_ms
2:1 SIDE SLOPES N60TEMPORARY
w DRAINAGE
t471�-L-REV. EASEMENTf m � \
'�E -L-REV' 0U
ffl,
-L-REV.
�0G \
1'- " MIN. -L-REV. -L-REV.
& VARIES83if2,,7:9 �� \
5-10111 W o
-L-REV. -L-REV.
NG
I II"� ,+t, II�fTJfTI`-IT
�1--,�1T'�I-�fl1r 2•, �• m�..TfC �1Tf 1TI-
ROADWAY FROM STA. TO STA. �1LZE
-L-REV. 705+55 706+10 RT.
TYPICAL LAT. VEGETATED DITCH
(:UKVt UH I H—L—KtV.
ICPI = 705+97.16
CURVEPATA L—LINE o = 10•36'10" LT.
D = iroo'oo•
(SUR (EY BAD LINE) T = 531.66
CPI
0 +97.16
L = 1060.28'
•.,
''''•,,
=
R = 5729.58'
© =
1 36'10" LT.
e = RC
001-SSr
D =
'3 '
DS = 50 MPH
= S E A L 3 al•Q
T =
151.
p 13209
R =
1637.0
NOTE: FLpR •°
,'ffff
ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL ff FFf!!!!l,1
BE RCP CLASS III UNLESS OTHERWISE NOTED.
_ N89'38'54"E ALL NEW DRIVEWAY PIPES SHALL BE PLAIN REFERENCES:
500.19' EIP CONCRETE OR CMP. FOR PROFILE OF -L-LINE & -L- REV., SEE SHEET 28.
FOR PROFILE OF Y-13 REV., SEE SHEET 32.
ALL DRIVEWAY RETURNS R=3' UNLESS FOR PLAN AND PROFILE OF DET. 4, SEE SHEETS 39 & 40.
OTHERWISE NOTED.
J
17

W
Z
J
0
w
w
V)
U
F-�
Q
vv.3 13�..n rev
N 78'54'08"E CDN 78'59'55"E
65.947 EIP 99.93'
1
L.VV.,qcC0Y
/ PROJ. REFERENCE NO. SHEET NO. TOTAL SHEETS
6.669004 T tp
STATE PROD. NO. F. A. PROD. NO. DESCRIPTION
6.689001 T PE
0
O
IP z N
N
CURTIS McMANUS ''�0P
QV
MICHAEL S.TERRELL
Ei P N 78-49'30"E
270.55'
BRENDA FARMER
ROADWAY FROM STA. TO STA. SIQ�
-L-LINE & -L-REV. 710+65 712+55 RT.
TYPICAL LAT. VEGETATED DITCH
rim I I- I\vDIIN :)uIN
124
p N78'51'32"E p
�L 137.38' ' L�
SYLVI A SKELLY
NOTE:
ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL
BE RCP CLASS III UNLESS OTHERWISE NOTED.
ALL NEW DRIVEWAY PIPES SHALL BE PLAIN
CONCRETE OR CMP.
ALL DRIVEWAY RETURNS R=3' UNLESS
OTHERWISE NOTED.
N79'01'22"E p
150.09' ' L
NORMAN HELMS
REFERENCES:
FOR PROFILE OF -L-LINE & -L-REV., SEE SHEET 29.
FOR PLAN AND PROFILE OF DET. 4, SEE SHEETS 39 & 40
JANICE MANSFIELD
its
JR0,
18

� PRANCES
CARPENTER, WIDOW
731
JOYCE BEATTY
732
rt
EIPp------ p N79'03'39"E p EIP
T_
rL 179.7$'LO � L
s
BST
Z JANICE MANSFIELD TEMPORARY X I
a
JACKSON PRESNELL
1 �4 CL. "B" STONE
W/FILTER FABRIC
EST. 3.0 TONS
EST. 10.0 SY F.F.
BST
TEMPORARY
DRAINAGE i
EASEMENT
J 129 DRAINAGE 0 :t 1 � 1s BK BUS m j ;m
EASEMENT 0 ff ;�, v v
SEX. V-DiTC 3 W Q 2 I n z a
J 129 J z 2sFD 95 1 N 2S N .-. ao } F _ .-. ao
I I I1 `� 5 S BK D p 4 BK D v Z ex !k U z =x
Q —� 1 I 1 f v: a oW j 1 SFD a0� O ao
r 48 CONC L7 ��� 4" ��I a I v
N II111�` C
L. "B TON �I �, $ �o►vc r�, L _ a 82.13 oIx
+ r,c� FILTER FABRIC 00 I ca +�48 -cam o. c� w z o± a -
�- + - L--LINE 11 Ils,n N / + U I a_ i ONC I 48' CQNC 51.1
m a +fi5 EST. 3.0 TONS I o "' �' ARROW DI D I \ JC4 fi2^'1�7 C F 85T
PROD. REFERENCE NO.
SIMET NO.
I TOTAL SiMTS
6.66900 IT
STATE PROD. NO.
F. A. PROD. NO.
DESCRIPTION
6.689001 T
PE
I
i
i I
STA. 736+00.00 -L-LINE END STATE PROJECT 6.669003T
N 549,920.4414
E 1,552,069.0548
LO
M �
GR
F Sq/HgCgR1' ' 7��
��FNT S
� o
$St �.,10 i O' �� c
r8o � / � Aso E, �o
135 94.9p• \ 6T CONC
�_- LT•
M A R VI N , ,� �4_ �1r.. �- ��,�r \ S 2- , oQo
IDENHOUS 18 o �kBSTCONVERT EXISTING FCNB AL TO B �
DOUGLAS McCOY
GAS
�1
I„ PUMP
m J/r 181 PERMANENT TANKS 1S BK BUS
+70 18 •.1 1 1 �8�� DRAINAGE $ o LT
2TGA
I [80] p'1 EASEMENT PUMPS PUMP
J �° I ° y
n
�-L-�``� i / ll1s BK BUs Bs ° 0
���\_ N 0 8G CQNC
�o o � r6p. o
CV
Lq
.fo II II
,` OWE CABLE U/G
L---r
50
w
EST. 10 SY F.F. c,` I +
I
,
F
v I
CO
\ 1 / to
�y°��� 1
W
III
PRO R W I 1ss
PROP. R
E.
E
Q
F
F w�- d �^ El
a
24'
'-12 W 1 EL I I
C _
_ _ _ _
.- + 2 T yyM
q PLANTER +
Q PLANTER Q
jB
4- I--�
(n
/ REMO 15" CON = U
I 8" WATER U G 1�}
C 15" CONC N BST
REM ST \
30.51 \
PROP. 2`-6" C&G
I
BST "
$ WATER U G
pp
o
I
N79'00'44"E
so' R/ar NC 4-27
N79'00'34"
Iff
NC 24-27 BST �- -
Iz 6 f o METERS°
0
�I
FLAG EXISTING /W I� J ONC CURB�
POLE —
=RETAIN
CURB & GU- TTI R
N C 24/27 N79'01'15"E
foz
c " t I_L�.� 1...-------- J _ L
?'7 / G� 1 N I -�� _DI� EKISTING R/W BST S
_ -0 N - 50 ca M i� 0303 0 82.2 J ' / ?l? �o�G G G� TO B R! /
U LO ,�, 89.T3 m D -- Z �\ � u 5 `0 I n c RU IN \ �'
Lw EX. V-DITCH _ L55]
,� z O 15 BK Bus �- F ��� \�'� +70 L- o o C m mom �� so 1
Z DET NO 5 �' " Z X x Q� z X 5 �'� ��• 1
to IZ I SOIL PA a °♦ LC w R L- o �- d F o. BST
C7 j F- (SEE •SHT. NO. 41) �. ' I ao ao 0 w - °° i �� ry��y / �h �� ���� _ �, t \ Op - EXISTING •
z 0 a _j 8 ,{�, li � z V) ^� /AG 4I 4 SS.s[8 8; PERMANENT LT LT
cD o0 �. rn a I I ;,, �n, S 0 w U w �,ry JQ+ ; / Y��4 418, DRAINAGE
• o o m 133 • t:s'CL CL ♦ / U Ra . BST c{�,p EASEMENT Bus
O in LT O 4,. -TEL B
OO ^ `" `-� v m I ,n a } / OOTHS 1 S BK I
o -*+ V) I N "SERVICE DISTRIBUTING CO. �� `� �' / 139 BUS I
z P�� N 1 � i rn
r` I ^ 133
m CUL C \ W I U
U
~--� D 174
TO CB
r r o " T c>_ SURVEY ` - - - - - - -- —�LO L o -�': u� o —� -- - --//� `� so BST {
W
18 W OLLAR PROP. 2 fi C&G � "�- C i✓ T "'� CURB & GUTTER
EIP
W 16 CB 40 -18 _ _ - �
M F Z_ C BST
V) PROP. R W 68 0 N y PROP. W F C +89.7 E E
B & D MART INC.
122 O
2400
I �Iuf+ HU 1
2014 ADT
TRAFFIC COUNTS
z DO NOT DISTURB
ru 5; a GAS PUMPS &
w CANOPY
bi
V)
NOTE:
THE CANOPY LOCATED IN THE SW CORNER OF
iuir I IC mrvi mrrrmc-r-^- IAL! ic- ►iAT TA P]r
go t,<v wpRpp I 1S BK BUS 0 1S 8K BUS
8' WOOD IL
X7 o � NMppRq 8 CUIs
R J
T
.,
F JO YC �. � �
• 7 +54. 8o C r
O !
20 S F �N Spy 80.27' o"w �� �, PS o BST
A fR2S8K8 04b
j f z
UNION GE'c /
Y. 140 rr"_" 59.54' / i BEATY FRUIT CO.
SuO 2-7
�J
/ NOTE:
0 25 50
TEMPORARY
CONSTRUCTION
EASEMENTSCALE
J �} BANS-
- 55.03 FORMER
_ + 54.38 105.15'
ry M S80'27'1Q" W
�o�
c N�pORq ���7 �" 2S BK BUS
�qS Sit' Ry = / v
f Vc ,c /
MFHT 21 }/ /,*' UNION
40.
LODGE h h
N
-- - / 80. 27' 8"W
55.22+04.30 104.76' _ 59.54'
3
O' R �\ o , �h THE UNION LODGE & TRANSFORMER LOCATED
XtS 1k / z l �� ON THE LEFT SIDE OF US 601 Y-14
ANC �y STA. 22+50 t IS NOT TO BE DISTURBED
DURING CONSTRUCTION.
ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL
,_11E RCP CLASS III UNLESS OTHERWISE NOTED.
ALL NEW DRIVEWAY PIPES SHALL BE PLAIN
CONCRETE OR CMP.
ALL DRIVEWAY RETURNS R=3' UNLESS
OTHERWISE NOTED.
REFERENCES:
FOR PROFILE OF -L-LINE, SEE SHEET 29.
FOR PROFILE OF Y-14, SEE SHEET 32.
FOR PLAN AND PROFILE OF DET. 5, SEE SHEET 41.
i
'��j �► q
S E A L =
m13209
19

z
O
z
d
0
,-
J
U z
JAMES 0.
�w
on0
\3 co
00
ON
� U
0
FLO WE
B5T
SLOPE � KEII
0 E 8E
N5" C NC \�N — 187 `
o
Q
_jgo
{I
g
r �
I
DO NOT
URB SIGN
L
I
1
STING R/— 'a
I
POT 10+00 Y-14
SURVEY I@
BEGIN CONSTRUCTION
POT 10+75 Y-14
MARVIN G. WIDENHOUSE II &
DONALD G. WIDENHOUSE
\ 137
♦., JS14'52'57"W
y US 601 23f' BST
+50
50
U
o� 13
w CLLT.2.
"B" STONE +10 +
o ABRIC [jp] '� 1 0,'�s
o WEONS V1a Y F.F. Ocn
C]Y-14 zbSLOPE STAKE LINE a u) +50
_PDE_ D 50'
---PDE CXIST. R/yy -
Lo PAINT STRIPED ISLA D
yl 'F l 430' TAPER
- , •.. .. V W . -
R=2 I u + o
Wv
8 WATER U ' ,
6' BK H C o ^ - _ �. •.�•. - 330 TAPER
N14' 49' 12'E N14' 4 1 �",�+ _ + O �'• 68 4 _:�i 6` f1'E
EIP 103.84' El 10 F,i��� ) EIP t I
Tp
SLOPE STAKE LINE ��� 175 26 I 50,17 T
a Ln
m J }50• i' a z
00
I 50y2 CAI
r_j CL. "B" STONE E I W I 5 0 z W
/FILTER FABRIC N o a � V)
W t"IST.
T. 5.0 TON S W I I N a? w w
o 14.0 SY F.F. = I w m a o
�_ d w rh
as WOODS rev �n
n _
O - I I z CL. "B" STONE
c4 ;n n O1 in
b V) I W/FILTER FABRIC
a W) EST. 5.0 TONS
NLn I I .EST. 14.0 SY F.F.
HOYT C. HILL ^ 3
HOYT C HILL 10
01
PERMANENT
DRAINAGE
EASEMENT
ka�
�
DOUGLAS McCOY
EIP
1r r
j I 1
1 r �
3 1
PERMANENT L r
DRAINAGE
EASEMENT t
Ipp
f cv
1 a �
! a cr
O
:.'p
CE ISTIN� I k
rnmr
REMOVE
Al
1 � �
o 0)
PRO 2'--6 �C&G o
7d uj
44`-24" - 'IOU -L4---R
IP + 115.98' El 114 52 46"E BST
0 C 50
�� + 055J � p° a�7 L5
WOODS z ,,� Lo
LLI
r O.M.
EIP
,,,, II ; GARVIE D. CHAMBERS
Lam' F
R
138
104.51' pp 105.11'
N14' 19' 52"E 1L EI Ni 4' 22' 38"E EIP EIP
63.18'
N16' 38' 3"E
toCN
y
JAMES 0.�
KENNETH W. HARTSELL
3 FLOWE ED
141 ti \
d S per\ c� j O
84" CHL S 0 U CONC p' '
>_ F= F +
F(xUHx f5 w co
I Q�z x \
2S BK BUS O m
II 0
aV)W II 87.5r0CkaCO
882 ) a b z +50 FwoUW w 519'L�a 7p] C784_-IL, S
.
48" WALL 1.25' I
I 'E` LT 0L
•12 -15
PROP. C&G 7` GR
C f"14
OVE
END CONS-rRUCTION
POT 30+25 Y-14
H
zwf-
Qaw
z2
a Qwli
CL. "A" STONE
o
EST. 5.0 TONS
WOODS
52 52'
' � 1 �I1
PDE
1I101I�
111011101 `0
,. PDE
C.. R —�,
EXISTING R/w
_
•L MO , F o
PAVED SHOULDER `� +
\ N c4
23't BST
S - r :•
CABLE U G GR -- Uy
- - -
d 502.70 TAPER - - - —rn �- D - - -` 8" WATER U/G
Qi 15" CONC 88 ♦-�-IP C — 1—~ —~��•\ ► ,IMF `�+ 1 1 I i I ili �I1jv i
85 0• ----
-- S 4'48' 17 w �
ExI5T1NG R/W O —Ir , , 1� 154.54' (D} EXISTING R W EXISTING R/W
~ �� P50''�'.�1� �'1' �'1'`�PAINTSTRIPED ISLANDw 2 B e �,
LA U+�,�,� - PAVED SHOULDER _ EIP --� 263.68' ai Zb
SLOPE STAKE LINE
= o +50.35 ��, [t-555DITCH BLOCK `'�� N1s' 4' S4"r=
_ JCL "A" STON E 2
4-GAS TANKS �p
INSIDE WALLS a C woods EST. 5.0 TONS
d tia
0 z TEMPORARY {
CONSTRUCTION
Q EASEMENT
wooDs LARRY D. ALMOND SR.
co"c
SERVICE DISTRIBUTING CO.
133N o�
' � BERTOLD J. °
SERVICE DISTRIBUTING CO.', VOSWINKLE a
GD
r�
1
0178
Q 00
z cX
00
1S 8K BUS O
BOS1 I C aff
136
N 14'55' 50_'E
202.59' (D)
EIP - "`
' +15.64
50' _
0 +15.64 U
cr 55' F--•
a Q
Zto
2
Ir@D
NOTE:
ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL
BE RCP CLASS III UNLESS OTHERWISE NOTED.
ALL NEW DRIVEWAY PIPES SHALL BE PLAIN
CONCRETE OR CMP.
ALL DRIVEWAY RETURNS R=3' UNLESS
OTHERWISE NOTED.
PROD. REFERENCE NO.
SHEET NO.
TOTAL SHEETS
6.66900 4T
SPATE PROD. NO.
F. A. PROD. NO.
DESCRIPTION
6.689001 T
PE
REFERENCES:
FOR PROFILE OF Y-14, SEE SHEET 32.
FOR TRAFFIC COUNTS Y-14, SEE SHEET 19.
SEALa
0 13209
�4,% c
20

SIGNAL
SUMMARY OF QUANTITIES
LINE SECT. ITEM DESCRIPITON QUANTITY UNITS
1
SP
3 SECTION 12" SIGNAL HEAD
4
EA
2
SP
5 SECTION 12" SIGNAL HEAD
4
EA
3
SP
RELOCATE 3 SECTION 12" SIGNAL HEAD
2
EA
4
SP
BACKPLATE FOR 3 SECTION 12" SIGNAL HEAD
2
EA
5
SP
BACKPLATE FOR 5 SECTION 12' SIGNAL HEAD
2
EA
6
SP
SIGN
6
EA
7
SP
DETECTOR LOOP (6'X G')
6
EA
8
SP
DETECTOR LOOP (6' X 40' OUADRUPOLE)
13
EA
9
SP
LEAD—IN CABLE (AERIAL INSTALLATION)
2300
LF
10
SP
LEAD—IN CABLE (UNDERGROUND INSTALLATION)
2840
LF
11
SP
PVC CONDUIT
1710
LF
12
SP
TRENCHING (UNPAVED)
1385
LF
13
SP
TRENCHING (PAVED)
475
LF
14
SP
2-8 PHASE CONTROLLER & CABINET
1
EA
15
SP
CONCRETE FOUNDATION FOR CONTROLLER CABINET
1
EA
16
SP
TWO CHANNEL DIGITAL DETECTOR UNIT
7
EA
17
SP
PULL BOX
12
EA
STATE PROJECT NO. SHEET We TOTAL
SHEETS
Her. 6.669004T S - 1
F. A. PROD. NO.
PROJECT ID. N0. R — 061 5 B
SUMMARY OF QUANTITIES
p , -9
R-0615 B
REVISIONS I INIT. I DATE I
---------------------- --------------------- ------------ --- ------ --I-----------[-- -------
N.C. DEPARTMENT of TRAINSPORTAHON
DIVIS&FO N of HIGHWAYS
SEAL
{{{{1{1lllllffff,f'
;eor<�5S10/1 �9
SEAL
i 900] _
T
. �` �;4 / zo/
SIGNATURE JDATE
scAtE NONE I DATE: B-94
PREPARED M MAHBOOBA/SCOTT
REVEM Us
K,fEwm BY: I `
TRAFFIC ENGINEERING BRANCH sic
Itrv. rrok
i
---.� ..�.- ... �...�.. . ............................- - -- _.. _._-. _ -.... ....-................... _.-._... ----------------------------- ....... ...... _. _...... -.._..___..._...........--..-_---- - -- -------...--...-- -- - ----••--------------------------..---. �.... _ .. ._ � �,Y.��._
.� -. - rw. _ _ _--�.--�-_ -- -- -_ - - _ _ _ - - - - --- _-_.... _ _� - �¢.w _ - r ♦ r ._ ...A• �R:� �Y••1.�1�-1.'�llrt-M�l�M.MAF�..

I
ADT AND PEAK HOUR FOR YR 2000
W
.
GD
59
NC 24/27
15600
CED
N
US 601
1—MA
ADT
PEAK
CE)
�D59
NC 24/27
CE)175j0 E
GiD
04 G�D
7240
STATE PROJECT No. SHEET NO. TOTAL
SHEETS
N•C- 6.669004 T
F. A. PROD. NO. N/A
PROJECT 0. No. R-0615B
NOTES
1. SIGNAL UPGRADE.
2. REUSE EXISTING EQUIPMENT AND POLES
AS SHOWN ON PLANS.
3. CABINET SHOULD BE PLACED SO AS NOT
TO OBSTRUCT SIGHT DISTANCE OF VEHICLES
TURING RIGHT ON RED.
4. COORDINATE SAWCUTTING/LOOP PLACEMENT
WITH PAVEMENT MARKINGS AS SHOWN IN
TRAFFIC CONTROL PLANS AND/OR PAVEMENT
MARKING PLANS.
5. WHEN TRAFFIC CONDITIONS REQUIRE THE CONTROLLER
TO ADVANCE TO PHASE 1 AND/OR PHASE 5 FROM
PHASE 2+6,THE CONTROLLER IS TO CYCLE THROUGH
PHASE 4+8 BEFORE SERVING PHASE 1 AND/OR PHASE 5.
6. PROGRAM PHASES 4 AND 8 FOR DUAL ENTRY.
7. REUSE EXISTING POWER SOURCE.
��• 55 MPH
NC 24/27 R/W -1 1 1 82 ._-----R/W- -- -----------------
-�PLANTER PLANTER -
r--�--`--____--_�___� - _.___ __- "__ - _-- _�� Q--------_----_--- - -12; ---- - - -
-- - - - -- - .._ - -- 62 E- - - 12' - 6
.�`.G 12' 61 21 1 If-12'
T -CUT
__- ___�_______--__- -_ - --= __===-------------- -- -o - ------ -------------- --- :� 42 4 C q --—4�-�-_tl 2' 22
` TIPICAL -.
55 MPH R/W t R/W
NC 24/27
t -�
LOOP & DETECTOR UNIT INSTALLATION CHART f / .
SIGNAL FACE I D
INDUCTIVE LOOPS
DETECTOR UNITS
LOOP NO.
SIZE
111ST.FROM
TURNS
STOPBAR
w
z
'
�
w
UNIT
N0.
;
w
z
2
I--w
`''
E
u
NEMA
PHASE
"
6
L
N
-i
a
TIMING
PLACE
CALL
DURING
PHASE
DISABLE
DELAY
OVERRIDE
FEATURE
TIME
IA
6' X 40'
2-4-2
0
X
I
X
I
o I
X
C. DELAY
10 SEC.
ALL
NO
2
ff 6
X
C. DELAY
2 SEC.
ff 6
YES
2A
6' X 6'
5
420'
X
2
X
I
ff 2
X
SEC,
ALL
NO
2B
6' X 6'
5
420'
X
2
X
2
ff 2
X
SEC.
ALL
NO
4A
6' X 6'
5
420'
X
4
X
I
ff 4
X
-- SEC.
ALL
NO
I
6' X 40'
2-4-2
0
X
3
X
I
ff 4
X
DC/EC
5.0/2.0 SEC.
ALL
NO
4B
6' X 40'
2-4-2
0
X
3
X
2.9
4
X
I SEC.
ALL
NO
4D
6' X 40'
2-4-2
+5'
X
5
X
1
.94
X
C. DELAY
15 SEC.
ALL
NO
5A
6' X 40'
2-4-2
0
X
8
X
1
2' 5
X
C. DELAY
10 SEC.
ALL
N0
2
2r 2
X
C. DELAY
2 SEC.
ff 2
YES
6A
6' X 6'
5
420'
X
6
X
I
ff 6
X
SEC,
ALL
NO
6S
6' X 6'
5
420'
X
6
X
2
jg 6
X
SEC.
ALL
NO
8A
6' X 6'
5
420'
X
4
X
2
98
X
.--S&
ALL
NO
8B
6' X 46'
2-4-2
0
X
T
X
1
'0 8
X
SEC.
ALL
NO
BC
6' X 40'
2-4-2
1 0
X
7
X
2
ff 8
X
DC/EC
5.0/2.0SEC.
ALL
NO
8Q
6' X 40'
2-4-2
+5'
X
S
X
21
ff 8
X
C. DELAY
f5 SEC,
ALL
NO
I
4
/ / Y12g
12' Y -�
I !! 12 12
r 6 21 81 42
61 82
LEGEND
PROPOSED
EXISTING
0_-
TRAFFIC SIGNAL HEAD
0-I~
Q-►
MODIFIED TRAFFIC SIGNAL HEAD
N/A
PEDESTRIAN SIGNAL HEAD
WITH PUSH BUTTON & SIGN
0-7
SIGNAL POLE WITH GUY
0--)
�U
SIGNAL POLE WITH SIDEWALK GUY
",,
INDUCTIVE LOOP DETECTOR
C __
®
CONTROLLER & CABINETS,,;
O
LOOP DETECTOR PULL BOX
!�
----------
2' UNDERGROUND CONDUIT
----------
INTERCONNECT CABLE (HARDWIRE)
A
RIGHT OF WAY WITH MARKER
----4----
DIRECTIONAL ARROW
- >
PAVEMENT MARKING ARROW
---11111.
�A
CURVED RIGHT ARROW `ONLY' SIGN
(R3-5R)
B 'RIGHT LANE MUST TURN RIGHT' SIGN (113-7)
C�
LEFT ARROW 'ONLY' SIGN (R3-5L)
SEAL
NC 24 -27
AT
,ttt11t11111t1�I
�o CA Rol
us 601
rs of �4
SEAL
:
=
L to
DIVISION 10 CABARRUS CO. LOCUST = 907
�- �4'
REVISIONS INIT. DATE = i�r�...•
f.
SIGNATURE DATE
------------ scAIE:1'=50' Dare 5-94 --------------------------------------------------------------------------------•------------ PREPARED $Tt
N.C. DEPARTMENT of DS SCOTT TRANSPORTATION REVErED BY- ,duv 4
DIVISION of HIGHWAYS RE,EWED BY -
TRAFFIC ENGINEERING BRANCH sic
,� .NO. 10-0426

PHASING DIAGRAM
50
FULLY ACTUATED
(ISOLATED)
PHASING DIAGRAM
DETECTION LEGEND
-0-0 DETECTED MOVEMENT
44 UNDETECTED MOVEMENT (OVERLAP)
-� — — UNSIGNALIZED MOVEMENT
-- — 3p- PEDESTRIAN MOVEMENT
TIMING CHART
PHASE
01 1
02 1
04 1
05 1
06
08
MINIMUM GREEN
7 SEC.
14 SEC.
14 SEC.
7 SEC.
14 SEC.
14 SEC.
PASSAGE/GAP
2 SEC.
6 SEC.
6 SEC.
2 SEC.
6 SEC.
6 SEC.
YELLOW CHANGE INT.
5.2 SEC.
5.2 SEC.
5.2 SEC.
5.0 SEC.
5.2 SEC.
5.2 SEC.
RED CLEARANCE
2.0 SEC.
1.5 SEC.
1.8 SEC.
2.0 SEC,
1.5 SEC.
1.8 SEC.
MAX. 1
20 SEC.
100 SEC.
80 SEC.
15 SEC.
100 SEC.
80 SEC.
MAX. 2
SEC.
SEC.
SEC.
SEC,
SEC.
SEC.
RECALL POSITION
NONE
MIN. RECALL
NONE
NONE
MIN. RECALL
NONE
VEHI. CALL MEMORY
NONLOCK
LOCK
NONLOCK
NONLOCK
LOCK
NONLOCK
VOLUME DENSITY
OFF
ON
ON
OFF
ON
ON
ACTUATION B4 ADD
VEH.
* VEH.
* VEH.
VEH.
* VEH.
# VEH.
SEC. PER ACTUATION
SEC.
2 SEC.
SEC.
SEC,
2 SEC,
SEC.
MAX. INITIAL
SEC.
35 SEC.
SEC.
SEC.
35 SEC.
SEC.
TIME 134 REDUCTION
SEC.
15 SEC.
15 SEC.
SEC.
15SEC.
15 SEC,
TIME TO REDUCE
SEC.
50 SEC.
40 SEC.
SEC.
50 SEC.
40 SEC.
MINIMUM GAP
SEC.
2.7 SEC.
2.7 SEC.
SEC.
2.7 SEC-1
2.7 SEC.
* USE 5 WITH TRACONEX CONTROLLER
USE 0 WITH TRANSYT OR ECONOLITE CONTROLLERS
0
COLOR SEQUENCE CHART
SIGNAL
•
•
SIGNAL
FACE
mm
/ r
r
[��71�OC�
:■:�:
�O�G��
:�O�i00�OL�0
-
--
1�1'�OOL70�DD�DDI�G�:
OI��IJL7I�ODL70L70��0
=
0��1��0�
:�01�
=
o1��L�01�o001�01�1�CC
::
�I�v01�p000
21
61
SIGNAL FACE I.D.
2`
42
82
12'
STATE PROJECT NO. SHEET NO. TOTAL
SHEETS
N.C. 6.669004 T 3
F. A. PROJ. NO. N / A
PROJECT ID. NO. R-06158
SEAL
NC 24-27
:`: 1. !;
arL.,7 -
DIVISION 10 CABARRUS CO. LOCUST �+ '
REVISIONS INIT. DATE '',� �/ f fN "E''•�`; ����`••
-- - --------------- ---------- -- -- ---------------------- -------------- ------ -- ---- - -- �' r
SIGNATUREDATE
-------------------------------------------------------------------------------------------- - ----- SCALE: 1`=50' DAIS: 5-94
N C. DEPARTMENT of TRANSPORTATION PREPARED Brr DS SCOTT
REVIEWED 8r:
DIVISION of HIGHTVAYS REVIEWED BY:
TR"FIC ENGINEERING BRANCH S/G 10-0426
INV. NO.

NEMA CONFLICT MONITOR
PROGRAMAUNG
CARD
0 e
PROc 10 20 30
40 30 80 70 80 90
100 10
20 30 40
50 60 70 80 90 100
110 120
10 20 30
40 30 60 70 80 90
100
30 40 50
60 70 8O 90 100 110
120
10 2: 30
40 50 8O 70 80 9O
40 560
70 60 40 100 110 120
2 30
450 60 70 80
5: 61 70
8� 90 100 10 120
1 20 30
40 60 60 70
6� 70 80
40 100 HO 120
`}
10 20 30
40 50 60
70 80 90
160 110 120
10 20 30
40 50
80 a0 180
110 120
10 20 30
40
90 100 110
120
10 20 30
100 110 120
10 20
110 120
10
120
1
71
(INSTALL
JUMPERS AS
SHOWN)
NEMIA
OVERLAP CARD
0
0
OL D
OL
C OL B OL A
RING 2 RING 1
RING 2
RING I RING 2 RING 1 RING 2 RING
1
• • • • • • • •
•-•-•-•
0-0-" 00000000 0-0-•-• 0-0-"
87654321
87654321
87654321 B 7 6 5 4 3 2
1
a••••••••
••••••••
•••••••• ••••••••
av rri
7°
a�
3 n
OVERLAP CARD SHALL BE COMPLETELY
BLANK (NO JUMPERS)
EOUIPMENT INFORMATION
CONTROLLER .............. CONTRACTOR SUPPLIED
CABINET ................CONTRACTOR SUPPLIED
CABINET MOUNT........:96s616
BASE
LOADBAY POST TI ONS....
LOAD SWITCHES USED...... l , 2, 4, 5, 6, 8
PHASES USED ............. 1, 2, 4, 5, 6, 8
OL/A....................NU
0 L / B . . . . • . . . ■ . . . . . ■ . . . . . NU
OL/C....................NU
OL/D....................NU
NU = NOT USED
TYPICAL C011i11iECTl011i CHART FOR DETECTORS
i LOOP PANEL
PIN FUNCTION TERMINATION
AC+
AC+
AC—
AC --
CHASSIS GROUND
CHASSIS GROUND
LOOP INPUT
LOOP
LOOP INPUT
LOOP
RELAY NORMALLY OPEN
VEHICLE CALL INPUT
RELAY COMMON
LOGIC GROUND
DELAY INHIBIT
ASSOCIATED PHASE GREEN
NOTES:
I. THE DELAY INHIBIT WIRE SHALL BE CONNECTED TO THE ASSOCIATED PHASE GREEN LOAD
SWITCH OUTPUT WHEN ONLY DELAY OPERATION IS REQUIRED, UNLESS OTHERWISE SPECIFIED.
2. CONNECTIONS FOR TWO -CHANNEL DETECTORS ARE AS SHOWN ABOVE FOR BOTH CHANNELS,
EXCEPT FOR POWER CONNECTIONS: AC+, AC-, AND CHASSIS GROUND. POWER CONNECTIONS
SHOULD BE MADE ON CHANNEL I ONLY.
3. IF EC/DC OPERATION IS REQUIRED, THE DELAY INHIBIT WIRE SHALL BE LEFT DISCONNECTED,
NOTES
I. TO PREVENT 'FLASH— CONFLICT ' PROBLEMS, ALL UNUSED PHASES
AND OVERLAPS SHALL BE WIRED TO FLASH RED. THE INSTALLER
SHALL VERIFY THAT SIGNAL HEADS FLASH IN ACCORDANCE WITH
THE SIGNAL PLANS.
2. TO PREVENT RED FAILURES ON UNUSED MONITOR CHANNELS, TIE
UNUSED VEHICLE LOAD SWITCH RED OUTPUTS: 3, 7, 9, 10,
11 & 12 TO LOAD SWITCH AC+ BY INSERTING A JUMPER PLUG
IN THE UNUSED VEHICLE LOAD SWITCH SOCKET FROM PIN I (LS AC+)
TO PIN 3 (RED OUT). MAKE SURE ALL FLASH TRANSFER RELAYS
ARE IN PLACE.
3. THE CONTROLLER SHALL BE PROGRAMMED TO START UP IN PHASES
2 AND 6 GREEN.
4. POWER —UP FLASH TIME SHOULD BE SET TO 10 SECONDS AND
IMPLEMENTED ON THE CONFLICT MONITOR. CONTROLLER POWER —UP
FLASH TIME SHOULD BE SET TO 0 SECONDS.
5. ENABLE SIMULTANEOUS GAP —OUT FEATURE, ON CONTROLLER UNIT,
FOR ALL PHASES.
6. DETECTORS SHALL BE WIRED IN ACCORDANCE WITH MANUFACTURERS
INSTRUCTIONS TO ACCOMPLISH THE DETECTION SCHEMES SHOWN ON
THE SIGNAL DESIGN PLANS.
7. PROGRAM PHASES 2, 6, 4 AND 8, ON CONTROLLER UNIT, FOR VOLUME
DENSITY OPERATION.
8. PROGRAM PHASES 4 AND 8, ON CONTROLLER UNIT, FOR DUAL ENTRY.
9. BACK—UP PROTECTION WIRING IS A SAFETY FEATURE, AND SHALL BE
INSTALLED AS SHOWN,
10. PHASE TO CHANNEL TO LOAD SWITCH RELATIONSHIPS FOR THIS
DETAIL ARE SHOWN BELOW:
PHASE 1 CHANNEL 1 =-== LOADSWITCH 1
PHASE 2 == CHANNEL 2 =-_= LOADSWITCH 2
PHASE 3 `-- CHANNEL 3 LOADSWITCH 3
PHASE 4 CHANNEL 4 =_== LOADSWITCH 4
PHASE 5 - CHANNEL 5 =__= LOADSWITCH 5
PHASE 6 CHANNEL 6 =__= LOADSWITCH 6
PHASE 7 - CHANNEL 7 =_= LOADSWITCH 7
PHASE 8 CHANNEL 8 =-_= LOADSWITCH 8
O/L A =--- CHANNEL 9 =__= LOADSWITCH 9
O/L B --- CHANNEL 10 =__= LOADSWITCH 10
0/L C =--- CHANNEL 11 =W== LOADSWITCH 11
O/L D -- CHANNEL 12 =__= LOADSWITCH 12
PED 2 CHANNEL 2 =-_= LOADSWITCH 13
PED 4 ------= CHANNEL 4 =__= LOADSWITCH 14
PED 6 --- CHANNEL 6 =_= LOADSWITCH 15
PED 8 ---- CHANNEL 8 =__= LOADSWITCH 16
SPECIAL DETECTOR WIRING DETAILS
(WIRE AS SHOWN)
DETECTOR SUPPLIED
BY CONTRACTOR
AC+
BLACK
C B
I
YELLOW
LOGIC GND.
AC-
WHITE
A H. F
BLUE
PHASE I VEH. CALL
CHASSIS GND.
GREEN
H I D
GRAY
PHASE I GREEN
WHT/RED
J E
BRN
LOOP
SPARE
BLACK
C B
YELLOW
PHASE 6 GRN. DRIVER
*IA
SPARE
WHITE
A C F
BLUE
PHASE 6 VEH.CALL
SPARE
GREEN
H 2' D
GRAY
NO CONNECTION
WHT/RED
J E
BRN
DETECTOR
UNIT NO. I
DETECTOR SUPPLIED
BY CONTRACTOR
AC+
BLACK
C B
YELLOW
LOGIC GND.
AC-
WHITE
A H. F
BLUE
PHASE 5 VEH. CALL
CHASSIS GND.
GREEN
H I D
GRAY
PHASE 5 GREEN
WHT/RED
J E
BRN
LOOP
SPARE
BLACK
C B
YELLOW
P
PHASE 2 GRN. DRIVER
#5A
SPARE
WHITE
A H. F
BLUE
PHASE 2 VEH.CALL
SPARE
GREEN
H 2 D
GRAY
NO CONNECTION
WHT/RED
J E
BRN
DETECTOR
UNIT NO. 8
NOTE:
TERMINAL CONNECTIONS ARE LOCATED ON THE DETECTOR PANEL, EXCEPT FOR
PHASE GREEN DRIVER, WHICH IS LOCATED ON THE BACK PANEL.
STATE PROJECT NO. SHEET N0.
Kc. 6.669004T 5;WT
F. k PROD. NO.
PROJECT 1D. NO. R-0615 B
FIELD CONNECTION HOOK—UP CHART
PHASE
1
2
3
4
5
6
7
8
OLA
OLB
OLC
OLD
2
PED
4
PED
6
PED
8
PED
SIGNAL
61.8E
21.22
NU
41,42
21.4E
61,62
NU
81.8E
NU
NU
NU
NU
NU
NU
NU
NU
HEAD NO.
GREEN
LS2
LS4
LS6
LS8
YELLOW
LS2
LS4
LS6
LS8
RED
LS2
LS4
LS6
LS8
RED
ARROW
YELLOW
�1
L55
ARROW
GREEN
LSD
L—L
LS5
I
ARROW
LS • LOAD SW I TCH
NU - NOT USED
BRICK —UP PROTECTION WIRING DETAIL
(WIRE AS SHOWN)
24VDC
PHASE 5 OMIT
PHASE 6 ON
PHASE 1 CHECK
7 Kl 2
PHASE 5 CHECK q/ \f PHASE 4 VEH. CALL
PHASE 2 ON PHASE I OMIT
NOTES
1. RELAY 'K1' IS A SPST WITH A 24VDC COIL.
(DOT* 5Z-28450) (P&B* KRP3DH)
2. ALL DIODES ARE VALUED AT 600V PIV, 1 AMP MINIMUM.
(RECOMMENDED PART NO.1N4005)
3. WHEN TRAFFIC CONDITIONS REQUIRE THE CONTROLLER
TO BACK-UP FROM PHASE 2+6 TO PHASE 5 OR 1, THIS
RELAY LOGIC CIRCUIT WILL FORCE THE CONTROLLER
TO CYCLE THROUGH PHASE 4+8. THE CONTROLLER IS
NOT ALLOWED TO BACK UP DIRECTLY TO PHASE 5 OR
PHASE 1 FROM PHASE 2+6.
THIS ELECTRICAL DETAIL IS FOR
THE SIGNAL DESIGN: 10-0426
DESIGNED: 5-1994
SEALED: 8-1-94
REVISED: N/A
FINAL DESIGN
ELECTRICAL AND PROGRAMMING DETAIL FOR: SEAL
NC 24---27 N kRol
AT R: z��••�Essl • "-:
� �
CIS 601 E
E SEAA
s. .
DIVISION 10 CABARRUS CO. LOCUST7-1
••.,9F••..,,,...••P�o�,.•
REVISIONS INIT. I DATE '�• 4100"11DE.��'�
-------- - - -- -- ----- --- - ----- --------- ------ ------ ---- --- ----::---- .------- - .---
SIONATURE DATE
-------------------------------------------- --------------------------------------------- -------- souL NONE DATA 8-30-94
N.C. Br1 F.E.RUSS
WEVAEPARED DEPARTMENT of TRM
ANSPORTATION A Br:
DIVISION of HIGHWAYS &w11m Brl
TRAFFIC ENG AWXJUNG BRANCH s, ;D,„ . 10-0426

y,,�,�_y _ r..,v ,,,y+ ♦- �,:_ .. u. ..-s .R,. s- w - _. s .. .. ,. � . .. -. .. .. .> `•4.. - 4 mKM. 5�:k ! .`n` - !
,
•
T ,
i
.-...»--..:.....ss - »»—----- »----------- »--»-»----- ------ —---- ---------- .-------«-- - — — ------- «--- +-------- —----- r..------------- ---- »------- -------»««....»...r.».»..�w..-«.»«.-........,..--».»»..-.»..-»»..-»«.w....-.«..r»..-..»--------»»-.-»-.---- .-..»«.....-...-.»«---.-»-» 4
i
PROD. REFERENCE NO. SHEET NO. TOTAL SHEETS
sue\ CURVE DATA Y-0 ,Oo4
1 -1 .. , SCRIPTION
0 �10 STATE PROD . N0. F.A. PROJ . N0. Er*EE
CURVE DATA - L - R E V o OL`'�ES BEGIN CONSTRUCTION CPI = 14+62.96
�F �•� E s�-� 1 POT 8+50 Y-0 a = 14030'27' RT.Age v
!
PI = 509+97.47 EI tn�� . 1-�'� �. TEE UTILITY CONSTRUCTION'
A = 16 58 05 RT.
1 1 ' e GATE M VALVE WATER & SEWER
D = 1'30' 1 �' l2n 1\ �EMpS�R ,\ 753.94' DISTRICT OF
es - 1.30' �,V A �� �, 1 GON MAN p OF ! � PIPE,
Ls = 20ra'1 s 1 `� �PS� - Coo, DS
CABARRUS CO.
= r WOOD 0 D �� �1 1 A W Ti . � N�
Ts = 669.84 -�\ N 1s ------ -- 199.71' f------- — ---- Ha�4e'--------{�.— EIP W
Lc = 931.20' 13 �p1 \ 1(� 2'is'E — -IP
�`—i J
Rc = 3819.72 ;t R�� 1 I ► f �'„ ! PROP, 1-8 X B DI TEEI I � _.
U = 133.34' j MPR 1\ o� 1 '; t , T Iw 1-S "SATE VALVE AND VALVE ` p
OF
V = 66.67' t LON �MF.N" \ �� 1\ 8 �� C�i00 t 1 80X 2Qi - I 3
e = 0.04i EPS \ \ j tI� 1 I E, I '
' DS - 60 MPH C3 t \ t cr U '1
' vo \ x I �i� LARRY M. WILLIAMS
m t a 1� �, j LI u8I1 8 COME OP. WATER LI E
w 1 soD `� QA VALVi t I USING�SSARY FITTINGS
J i� 15 - Ole TR PIPE MAR ABER THY 17 21; — EIP ¢EIP I w
J 1 c, Q
PROP . 2 = 6 - X TAPPII SADE#ES LL`
r� m t 10 D 02" � 16 � e 9 j� I j _ n
W I
+ �� LT m¢ I I
+ _ _ E�CIST . Q = — coNc
u � D 0 R 0 T H Y ~ '!' ° N� S" GATE S" I � I RE LOCATE 2 - EXIST . WATER YETER�
in t I I"wit
,_CONC
IL qIr ROBINSON F- ~0 1 „ r i \ T 11 f`I`• VALVE WATER I I cow 1S BK D I E LINES USIN13
cn ],,
3 in -- -- N LIKE
EI n 1 , rs - _ GR 1." —1-- NE �.. _ .
• ^' 11 P 1 TE VE 1 -- I Y FITTI --
t N — t " " �' IL— — LTI w s
n+ N ,�� •. a 1 8 X — 36' C I BIG D
\ Lu � -' 6) 1 x � DI TEE ,,. EmommmomonLo PEE919
�` Iwos_ 1sFD t PIP - ,900
,� B I ; 8. tj TEMPORARY 8 = : — = = ! i .\` N W
2$•� 9 s, 5TERT 1�.1�: POP. an C900 `O CONSTR. 36CONcy,� I Z
r�\y 6 .02 Q t �►,; -L-REV. e,. 1 �+ , ,o TEMPORARY t EASEMENT - 5 I ' PROP. W.W. + t;,f ►.-a.
FENCE .g \ �] 4 t '!` 1 1 RQ . -L- v. CONSTR. t 3 � � b -
(NOT C/A) L-REVS. p Wt Z R- b-1 �Q- EASEME 8 �9 — 1 "
- - at E .
5 \ t C AH,D � �� }2? � �.�. .- - _ __ 1_ � _ = . _ ..DITCH v _ SLOPE AKE LINE .
W \ PROP. R/W F j1� L-REv. I om E = P, Tit+►
F DITCH BLOCK C G 12 R= y F S I '"-'� s+r�
�t r 11 15FD �t r+ ® 2G -B N _ L►3
3 1 t + +
PROP PAVE[) SHOULDERS s' wt G} ®0 T + {;� I = I 6 24' STD WALL NI 5
\ Q DITCH BLOC g� \ N PROP. PAVED 5HL'D _
�q R. ... + ('7
m m m �tm °D cD R 75' 1\ S.r °' co-.'.. I I z I N LE7
N z F'1� );zm `� + �� 1j m I \` NI� DITCH BL ,
+4, 0 ... I , I - - R=75 m T PROP . 2 - 8 GATE VALVES 18 2GI 17s'-15' Q -
i,? 216I-B W/ 10 in N t a R-_7, + L ry M IP VALVE BOXES 200,0 WP I� NSTR. � � � _
Lc) I AN PROP68'• ■ DIi'C t Pt �i 1 =�� 14 I* — is, ee, El---- — ---- — P — ---------- --
-�— — --- ----- ----- -- -- / R-75' rr, --- - — tB�CM 15 3B PROP.Aoo M'D �►�
Q APR '�' REMOv 18' Conk R=79' 'TAPER
~ 912 S'
o-wwQtRE AIN u NC 24 - 27 24' BST s0' R/W NC 24 - 27 REMOVE m
�y NC 24-27 2 ' BST "" + u �� + w 5' �r
■•� REMOVE x �� m o ,` 7 4'31• RR cw
REMOVE +
.� W
16 16' APER 18 co , R' 15* C 6 1 ' coNe..'. r 5' C D TCH BLOCK LT , 2
REMOVE m w 4 P AO SHL .� EIP ----- -- — =�= ------ _..
rLm— — — ----- --- -- — ...co 4- -- .� --- --- "�—._...w -- — — --- f --- — E XIST.R/W
~ EXISTING R/ — ^EIP — EXIST. R/W El —`�� • n EXIST. R/W —
W L0 +' 36' wW 28' 36 v ; N B 16 . 2GI !
N wW 1 + 32 ;15 " C F _
W �s1 W p 1 q5` C- F C v w. �r 11111 C coo C 17 �— . F i�
_ F F F C C BST , i,w ♦ CANOPY C T SOP STAKE LI F 4' C O
1 T 3s' �oHr f PROP. R/W
+ - N PROP. R/W +c /W , , , . iy+ ��� ; 20'-18' W/ _4B• ■,CONS "I + i w = = `, "'I Q
+65.02 1� SEPTIC TALC + �@ 0 - ��+ I I COLLAR — I BLITERAT . -
_ +40 I �e.s 100, {'� t COVER 10®` �� 6 . +96.6 1ti CL. 'A' STD
U 100' �l[ -L-REV. AH'U l -L-REV :E r %\, EST. 5.0 TONS TEMPORARY GR
-L-REV. fi, t
+1 " +4 RAINAGE O I ISFD
Q N � POT 520+39.21, - 2' 6'1 a 2, +31.a, CL. V STONE 1001 100' EMi NT 15 BK D' 15 BK D
I �� �� - +0 ® -L REOV. W/FLLTER FARRI -L-REV. -L-REV. 4 ONC NI® PR ING LES w I
1-6 x S DI TEE - EST. 3 TONS ! +�
EIP \ g" GATE VALVE AND VALVE. -� PT 15 15 Y C EST. 10.0 SY F. 0� i �! STOPS 1I
�
50, +59. = W000s-L-REI. -L-REV. R WATER P E K J+
200f WP Z. C�' hc■sswa �} BST i,
214 OF 8 WATER PIPE, 'it" TVPE K ` + 5 cy f
Lr� rw 7
301
DR �14, 20ON WP C�tofto 1 , -0 - T — I T � VI LIN S
34 OF 16 STEEL ENCASEMENT m TEMPORARY 1 a AIR COW I NECE •F � � I worms
PIPE, 0.25d THICK, BY WRING 1a, CONSTRUCTION _ ��
N4 AND JACKING �` Tz c `" °a ' IN —j asEMENT a I I I m N 4
y EIP girt S } Y� M IT V-�7 il, I I .� �; \ ...,� 4 4 3 "B, k �ENes BENT 0 R V & �. ,,, I POOL_ �rell
m t � .r•� 0. I I + I
ANN EDWARDS \ ACT PROP. WATER P��ILER SERVICE 1 2X - Pff /� ! — II NCDOT OF COPPER ER PIPE I 24
LR� FI:Ht N GS 4 +50 ! 15 I L I ��
Q \ 30' + � ..Iwc.r+1�t ,, — — -- CABARRUS OF 44 CQPP WATER , S L . WALKER !
x 1 1 GR ' r +50 30' 2 -1* Svc. •t �
_j Ld 10 t +50 1 20' 2- s'*r �4�A I I 22 I i
._, W cr �as�r 20' N � _ S89'27_38T — — — — — 1- V, c o& sw f I 75.45' — — — — _ 125.35'-
- — EIP �89•2g'44'E— w� N89'53'@9'E $-
� J tr\ l CONC , i EIP-� 3@2.86' EIP EIP
rh
EIP \ t + - !! PLOP. 8" WATER LINE I JAMES M.IP
\ ) +172 , -1, ' 0 1 END CONSTR CTION M A R T I'N M;"
+ + t .E r r � — `� �' 1 POT 16+50 Y-0 'j' _ 0" -
2alMLAW
co co s,�9 ��, 1 Na�'�4'3m .�a, — ,\►. 1� 1 I 20 NORTH CAROLINA -
goopow
�- I ZEDj DEPARTMENT OF TRANSPORTATION
. �\�' _ r -� � � 1 /� IRON PIPE
111.18' r EIP t 15�D
i ' • -
0 0 � �r�BO'16 46 E _ , N 1 i I , I DESIGN SERVICES UNIT UTiLITIEg
EIP WOODS CONC t —� — 250.00 (919) 2'50-4126 FAX � MAR) 250-4119
01
1
1 EIP —�—------N89'38'30'E ----- i R
WELLON MORRISON QHL
rt 18+00 Y-0 - 1 %I Pam. AIR RELEASE
MANHOLE
NOTEt
C H A R L E S T H O M P S O N BE RCP CLASS In UNLESS OTHERWISE NOTED.
ALL NEW DRIVEWAY PIPES SHALL BE PLAN
j
CONCRETE OR GIB, FOR TEMP. EBL PROFILE. SEE SHEET 22.-
ALL DRIVEWAY R=10' LESS FOR Y-0 PROFILE. SEE SHEET 30.
OTHERWISE NOTE£
I4WI .
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I /g -L-REV. 543+35 546+35 RT.
I // T
TYPICAL LAT. VEGETATED DIH C
I
Cr 8 Cm
O
LAR Y UNTER y SOUTHERN CABARRUS ROBERT LONG i
U I
PROJ. REFERENCE NO. SHEET b
6.869004T
STATE PROJ. NO. 7 —F. A. PROJ. NO.
TOTAL $HUI
DESCRIPTION
UTILITY CONSTRUCTION
RAN REVI8Ip1 /1
H
2s I ASSOCIATES IL
P70
I
~ I I 28 � I \ � it TD
W
1 \
g cim E'
- cr I rr rr j NM. 1- 8" X 6" DI TEE �
W I 1 PROP. 1 -8 X 6 DI TEE\ - " RONALD ISENHOUR h�
I -� I I -6" GATE VALVE AID} � �''�' .. a� I � 1 8 SATE Ii�L1�E AND .
w I _ I VALVE WX WP
T%LVE BQX, Avw NP 1 I *1 Z,00 s I ' 0 #" T PIPE, 33 /' P A T S Y M c M A N U S *
r4 _
Q 6 WATER PIPE, I _ , s,rc v/ I ,, tm WP
M • C90o, Dry , 200# WP I / a
I + 1 1 C. N R TEE°T. FIRE BEGIN WOVEN MIRE F E /
RELOCATE EXIST. FIRE I ISE HOU . ,
- + I 543 98.
n - -' HYDRANT ;.�: �� �: ,.. _ - - - -- _ __ _ _ _ T
1 /
1 TEMPORARY I +
r
IS SK 0 I I © 1S ONSTRU —
I 1 O. EASEMENT t ` ��, / CL. 'I' RIP -RAP EV. EX. 3' BASE DITCH
e
{; IS K 0 � WOODS \ — / W/FILTER FABRI
D I I 1 1 4,*W / EST.33.0 TON 02 m
>�►/,'�1�'�''1'3 PI 1!'A Q®Cr p / 36 +00+ EST. 62 SY F m
; 4e• Cotwui E -
`L•REpVR. PROP
BSJAT ry
\ �DELE 25.52 1D SLOPE STAKE LIN {QIim WOODS
PROPPROP. R/W _ a
_ a /�` UARDRAI
--- -
PROPOSED J
J 1 � � \ � - _ ` I� _ . G L , , {_ •y ter--,.
DITCH OC I ,# I• �'15� � �1, ,1, ,I, ,/� i� 6 Q��`[Ei� SLlE WOODS �! � �" ' m RE QVE +�01 'gym
- GI_g
L
64 1, �- G1 v �- �` N I 22DITCH BtE�K — L - R-E V . - m
0 16 ,a 1 1/2 s F t+0 I
l� ~ +:
+
v c� •r {; I" _ 11~� rl n, * P „D PAVED #� POSED PAVED N N Z
N Z N `, 75 G0 m I� i° i{ = 1 SHOULDER UL
LI`) +m cv /� ilia I�' o'I' '1+01110+1' a i I i �f+-. ' ilt tlrtf�Q'I,'f'�tli tl� �It �1� tl' ,�O of `'' trS 25 ,
iv in 19 h1 R=7' `+° 8• _.� N 89'39'1l"E --� ---•• �h1� �h. � 116 -15 Q
low
(n N :=7 R=75' " 15• cONC m 15' Colic e• WATER USG 21 DITCH BLOCK 8' VR Ui wv �' 2-5' WW s
LO 2 PR Y �'d �'� ■■� 24-z� 24' B5S
NC 4-27 24 BST
PROPOSED PAVED f�
EMO E _ z� NSHOULDERREMOVE m� .D3• V VE SURVEY 1!$ oo,REMOVE (PAIU
F—
~ is, C C 5' CONC DITCH BLOCK Wr4 15' CONC m ; _7''Hw — —3-REMOVAL W
-- ---------} — —— — -- -- — — — 23 4-- ---- �j— -------------- — ---- ------ --- — 2-5'WW's W
—W EXI*Tl #� �` `i ,f'4'1' � REMOVE �'� REMOVE �1� 'I' `I+■in /� '�' ,1, 3,�, 3,j���1i 3 IE 3
� G 3 ■ 1 � 3 1 3 2 I F.� C I_B F 24 �� ��\� H• `
F 4 C m C F SLOPE STAKE LI v. F '�' ti , _
F w N C - ,� PROP. R/W F HW • ��`�
+ �. _ PROP. R/W + {; �
U PROP. R/W +85 m I 00 PROP. R/W ~I iNF
/
�eEi�, I� 100' PROP . D TEE SO4 �'3q'W GR ,�, - ��rF,. /= 50 �� Q
Q ■L*REV m I- I" - g _ {; ml /�`�� GR-LiREv. Wooas PROP. R/W �
-� -L-REV, r _ j N WOOD5
+65.14 - u� _
36.45'� I 4 BOX 1� �I p •'� ISFC? + LAT. V-DITCH W/
1s o REV, g s Y-i REV. Y I 1 1 �l - ,tip ��' GR Nr Q 16.68 4:1 SIDE SLOPES
12 EL o N89•3 '49'E I / ��i R _ AM, 135'
N N o` l81�1' I {, _ • rr _ '�� y' -L-REV
I PBS . 88 {;�
DECK STEP
S m m a I `� . ` THICKILB me J s`- IP wO c�c
to � I r ,_., 9W OF 6 P�
TEMPORARY +Im P ,
CONSTRUCTION � r a w C900 , T >� EI I S03 3125 H O W A F
EASEMENT "'I m r j /� CMEC 1 PROP. NUTTER LI �s04' 13001
P 12+@0 Y-1 I� I! s 3e 9
N E V A ,� a PING
w POT 12+®0 Y-1 _ lo.. s"D EiP
ROBERTS , N �, IX +00 TEMPORARY
DAMES MARTIN N89.4214E
y I N 3 25.88' CONSTRUCTION 1 Im
24 rb N m I~ EASEMENT mf
s00.30.55 I N WILLIAM R. LEDFORD ml�
28 46' EIPl m I3c w cn cN*�Iu�, f
WOODS 1,.7 I SIN �I� 27 Cis
L� i L�J 1
9'53'1N'E I +81.57 24' WD N89.42'3@'E 290.63'
---R- _ +BI 24.20'EIP-Ct •----�--.�...r.-.:.-----�--�EIP
I 10• GR
MATCH
aXIST.
10' GR
EXI TING (RETAIN � II �
•
3 I I DECK POT 531+38.35 -L-LINE
POT 10+00.14 Y-1 REV.
I �
HOWARD HARTSELL END CONSTRUCTION
POT 13+00 Y-1
25
L
OF ; "
PTO cA
, I " ,,, , ,,, •' ,I,�,I, ,f,�,f,�,l, E? \� 34 \ '� +
t �a , T� K p S —
c i � 37
• WATER YETE� AI A M RITCHIE
` o fi� C3 WOODS
0 VAL V W s�►�; �1� OPOULTRY HOUSE N
RVICE LINES USING 31 � s
s� d� a EX. 3 BASE DITCH • ' _--
Q
EIP� ROBERT DORTON
:r
6'
1
cv
tV cn ca
Zloom
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4■�*r
+
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R=75' R=7,
+
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cn
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of ¢ .
2 r
r
R=75'
+
R:
Y-1 REV.
S \ �/R'5
/
NOTE:
ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL
BE RCP CLASS III UNLESS OTHERWISE NOTED.
ALL NEW DRIVEWAY PIPES SHALL BE PLAIN
CONCRETE OR CMP.
ALL DRIVEWAY 'RETURNS R=10' UNLESS
OTHERWISE NOTED.
REFERENCES:
FOR PROFILE OF -L-REV. SEE SHEET 23.
FOR PROFILE OF Y-1. SEE SHEET 30.
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DESIGN SERVICES UNIT UTILITIES
(91q) MO-4128 FAX : M40 2W-4119
COB ICHL I wAm j CH I omm mys atJ I m -
UTILITY CONSTRWTION PLANS ONLY
e. .
5 �{
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400
r �G
PROD. REFERENCE NO.
SHEET NO.
MA L SHUT$
6.
STATE PROJ• NO. F.A. PROS. NO.
DESCRIPTION
a UTILITY CONSTRUCTION
. 1 12400
NC 24/27
DONALD R. PRESLAR
! 28.54
1994 ADT 1
2014 ADT 1 _ —,re', -ram s
ftv
PATSY McMANUS e I fi
TRAFFIC COUNTS EI
TEMPORARY
DRAINAGE 35 i . 44 c� 'w*rw W A TER P E S A Jill
EASEMENT 1.5� !•5I L R L R
Sii.� N1�s
TEMP. M.W. FENCE cr tr I.
r D.3C a m 1- St zaw svP 1st 4 fir DI Pope
10
26 � 90 � �
6 . 1501 8 WATER Z 1 E�
PIPE W +El jjj-_qiFM'E
C904, 14, 2009 WP o _ - - -- - - -
-- -- -
moo#_ IT Otar - _ . w .
- 40 -54 CMP Wf
:v
,
1 PERF. TEE Z �r -- - y*
W _ __ 14
- - - - PROP. 1- iC DI 'i"' - - to
-
_
1 _
3 _ _ __
SOIL TEMPORARY - t
CONSTMXTI O U%I= Pi _. _ W A L T E R r
�. EASEMENT 1 •♦ N P R E S L A iow O I W
�. STD. BERM DI �p I
PROP. W.W. FENCE m 7i) 1'� + 1 33 �j .._1 . _..
0, (NOT C/A) F C U" SPEC. TEMPLATE DITC �� is SLOPE STAKE LINE +s�-- -- 3
Z PROP. R/W E E P /W + PRO R/W ism rP-ErP?� J
r
�-e► FMIN ro _
L in
20'•15' C L
__- PROP. GU RAIL n _ - . C — _._...—— + ----� ►_�► , -- - - - — -- - - GI-B *1B'.CMF -
_ � � MP
_ ' 2 W A � T _ c9
J BCT-1 2GI-8 34 901�PRSA
32
r +25 L R E V. �]
901
cq 1_
s GaL
:r PROPOSED PAVED /""� ♦� 4SHOULDER PAVED N � �� GAS , N BLK 1SE P+HOULDER �� ♦� -yQ p, GAS ; .
,� 30 � + � �
27 2GI-B N N X N 29
N89.39'10'E 2GI-B RsLc) (f
_,.---r---- --�— ------------------------....--------._ — ——_.—._— .._---.------... — - - 35
N AaANDON 8' WATER II/0 rrY — /G R- R =7 'co
REMOV
E— m PROPOSED P VED-81.01'48' REMOVE - 4 L° NC 24-27 24ii W �
NC 24-27 24 BST �� N89 39 I W 24-27 24 BST
N .HOULDER �; SURVEY N + wrlrr♦ S LDER F` �� W -
;r DITCH BLOCK 2G _ + 38.74• ErP 16' le' CONC S' REMOVE { { REMOVE— — 20` EMOV —� ,a — — — —REMOVE 24 15• COW — — — _
— — — — — — — — — — — — — — — � — — — .•- .,.-. — — — — — — — — — — — — — — — e.- — — — — — — — — — — -- — — -- — — — — — — — — — — —.� — ..e- I �-� •� — -� - —
LLJ — 28—�I�'}�I���I+}+1+`}�I�'�'�I�� % R=25' �4 REMOVE- �' * .—� LAT. Y-DITCH W/
6:1 SIDE SLOPES
C ilf 01I101I1 • fit 01I+011101110Ili
0+l14D1l1 y`� C F F C C L C
I C 1 + U
U) +
+ E E E SLOPE STAKE LINE • t RDP. R/W lw N I� a
c�
PROP. R!W rr c 1 1 � � } `� � P�R�OP R/W
CLr 'A' STONE
1 ' m'' 4 0 TONS
m 1 PROP . - 8' X 8 100� 100' EST. 5. { i
u Go
cL. 'B' STONE L Loyd P 8 TAw.PPING �� C�. V STONE DI �I 24 -30 TE
}.— W/FILTER FABRIC I of PERF. TE 4,
LAT. V- T H W/ T l COR TION 8 4=� TE AL 5 I 36 - {
� DI C EST. 2.0 TONS i�'r-,, " PER { 1 ` ❑ iq`' O
4:1 SIDE SLOPES EST. 7.0 SY F.F. C W[D COP TYPE K ilEx I
E TE EXIST 11111006 R YE 80X Y F.F. w DI PLrrWt I^' Sp PDT 12+00 Y 2
• IL ILL wA
14109"1! AMID`W EX. Y-DITCH 1'FIR�Q ,. s #I• r 4, LAT. V-QITCH W/
��s ECT PROP % LINE `'� 1 OP " PIPE, a+l 17 , OF is 6:1 SIDE SLOPES IS a
I 1 • Nth NE � INNS � � , �P I '�o 00�
WO PLANTER 7 r1 IBsrN.tArmN BUAIL s I "" © *LT
#BB
\ Ila I W 1 11 M!T Y-17 — ; 4
S
1 s
1 WILSON HOOK TEMPORARY
` I DRAINAGE CL. 'Be STONE
LEWIS DORTON rs OK 0 38 EASEMENT EX. V-DITCH
1 PEAR sT TYPE"AlSILT BASIN I W/FILTER FABRIC
37 LEWIS DORTON, JR. I —,.@ SEE STD. N0. 245.01C I EST. 8.0 TONS
DECK37A .`_ I EST. 21.0 SY F.F.
1 1 LEWIS DORTON I® HOUSTON G. THOMAS, SR.
ErP*
_ 1 1 I ,_
NG
tM 4=1
%ROADWAY %FROM STA. %TO STA. %SIDE
-L-REV. 543+35 546+35 RT.
TYPICAL LAT, VEGETATED DITCH
%ROADWAY %FROM STA. %TO STA. %SIDE
-L-REV. 557+00 558+30 RT.
TYPICAL LAT. VEGETATED DITCH
,P
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4
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Y�r �1•_
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ter.
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NOTE: REFERENCES:
ALL NEW PIPE EXCWT WdVEWAY P S SHALL FOR PROFILE OF -L-REV.. SEE SHEET 23. I
NORTH CAROL.INA
DEPARTMENT OF TRANSPORTATWN
DESIGN SERVICES UWT urLrm
MOD 250-4tM FAX at" 250-4US
ISE RCP CLASS III UNLESS OTHERWIK
NIMM.
+ALL WW ONOW110Y PrM SHOi,L 8"
PLA 1
I40-
I �
4
ICONCI TE C*,
„uTLIT�f
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F. a-
_. _. - - - --_ ._-ter.. _.--:.+...__ T •.. ,.. :„ ,
..,... ..; ... Win. ..,. =:
- POW REFERENCE NO. SHEET NO. TOTAL SHEETS
CURVE DATA -L-EBL CURVE DATA -L-WBL _ 9004T
0.
STATE PROD. NO. F•A. -PROD• N DESCRIPTION
14
CPI = 567+18.97 CPI = 571+73.17 CPI = 565+18.95 CPI = 571+74.21
A = 02*16'15.6' RT. A = 02'16'15.6' LT. A = 04`32'54' RT. A = 04`33'W LT.
D= 0830' D= 0630' D= 1*00' D= 1*00,
T = 227.13' T = 227.13' - T = 227.54' T = 227.62' UTILITY CONSTRUCTION
L = 454.20' L = 454.20' L = 454.83' L = 455.00' ,
R = 11459.16' R = 11459.16' R = 5729.58, R = 5729.58' 'H
e = NC e = RC = 03 a 03
DS = 60 MPH DS = 60 MPH DS = 60 MPH DS = 60 MPH
o
9.4
I
V rr
�' 8 C90o
MARVIN S. CLAY ' -
�� WALTER 42 z -Jul J [f !
_ n o N o ma ;v MARVIN . CLAY 1
. 1 8 X 8 DI TEE 8 C900 1 SIIS 8 1NATER m
1 1 6� GATE VALVE AND PIP C9004 14 � wP o ^ ^ + - _ 4 n
BOX 2000 wP _ - - -' - -
- - - - g- - -
`6" WATER PIPE: - - _- _ E
X 8 DI TE '
149 2000 W CL. 'A' STONE rraoos � mop 1 •� SATE VALVE AID
AST. FIRE HYDRANT EST. 5.0 TON _ _ -
CONSTRUCTION -- - - a 0- - _._ _. -- -.._, - L- I- _ _.� . � .._ _ � _ --- ._. ___ �. LAT. V-DITCH W/ _ _ .._.". -- - � -
55 VOTER PI
\ _ -- - - - -
EST 8 C.Y. DDE m
\ 2:1 SIDE S ES 65, 00 J A -FIRE D T TEMPORARY m
' = -�TE 6tST. ZEST.89 .013E Lt7 SLOPE STAKE LINE LoCONSTRUCTIO
z 1F00 L] \ � I: i +4 4 r r _ c� -0. w
6a ASEMENT ■ as a Z
►-� + \ = EX.1' /. 65] / / CL. STONE a •"j�►
J . R/W BA E E 65' WBL / / = W/F LTER FABRI z +75 u ,..._,
�+ ES -2.0 TONS •-' +44.49 ^.'_ -j ' _A m
PROP. R/W `��Jr ' + ES 7.0 SY F.F + 1.57 m 83'
J \ �,��
'•�,� ?r %. J - - L _J + 65' `L- u+, - a EX. V-DITCH
-- - -- f/, BL m + o
L W B L �,_ - 65 -- ----
\ - - - -- -'Lrr PROP. - +
' "` R/W 65� m TEMPORARY
..
+ PROP. PAVED �,p -L_
+ 445.48 `8 /� . 40+I+��I� �I��'I� ��� DITCH BLOCK - + EASEMENT
DRAINAGE
CO "� �■ z ¢�i c \ % ,� 3 , /.. 2GI-
+ _ ti �liili ili + DET. N0. 1 45 24'*i 46 I* I_C)
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(1)
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= LLJ
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m W/FILTER FAC3RI +
rocfi5' I 65' 1 _Sw DI CRC M M EST. 2.0 T( !S CL.'B' STONE PROP. W.W.FENCE N 48 0 Q
}1459 = �/ TD o: EB � 1+ EBL 4-6" GATE VALVES A� EST. 7.0 SY F.F. ; EB1r W/FILTER FABRIC (NOT C/A) W/FIBL ERO FABRI o ;
W -L-REV. WOODS I N r --; EST. 2.0 TONS TONS
+ 24 �
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..
m a s ' ` ~ ~ I J t92' # 6" w11TER PIPE, E� pRq N Y 2:iTSIDE SLOPES C65] EBL
/ Q�= = w m 25 BK D • 9t CW I DR 149 � EASEMENT EST. 6 C.Y. DDE EBL � 250'
�' _ �' �/,. m w - �C CONC w "FIB mvmw WBL 0 �-* DII. EBL
- - J E CL. 'B' STONE +50 aD
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EX. V-DITCH EST. 11.0 TONS EBL � o ■
Ilk/ EX. V-DITCH EST. 11.0 TONS efi I m = 28 -36 CMP W/
G / wDo05 EST. 2B.0 SY F.F I V EST. 28.0 SY F.F J ¢''.`I
I cr Cr++ I u > m w 1 PERF. TEE
a � + # TYPE A SILT BASIN J J TEMPORARY .•`{
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// 2•J 2 (9197 259-4128 FAX r (9191250-4119
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NOTES REFERENCES: ,"+t
W ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL FOR PROFILE OF -L-REV.. SEE SHEET 24.
BE RCP CLASS III UNLESS OTHERWISE NOTED. FOR PROFILE OF -L-E & WBL, SEE SHEET 24.
1 %ROADWAY %FROMN STA YTO STA 'SIDE FOR PLAN AND PROFILE OF DET 1 SEE SHEETS 33 AND 34.
/.ROADWAY
/.FROM STA.
/•TO STA.
/.SIDE
/•W
-L-REV. & -L-WBL
562+60
563+10
LT.
2'
-L-EBL do -L-LINE
573+55
574+20
RT.
0'
-L-WBL & -L-LINE
573+65
574+55
LT.
0'
TYPICAL
LAT. VEGETATED
DITCH
-L-EBL. 50+80 569+55 RT.
TYPICAL LAT. VEGETATED DITCH
ALL NEW DRIVEWAY . PIPES SHALL BE PLAIN ••
CONCRETE OR CMP. ALL DRIVE.WAY RETUANS R=1®' UNLESS
b OTHERWISE NOTEIL
14601 •
Q
UTILITY Cn-WRUCTIQH PLANS WILY
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T N0
BEGIN CONSTRUCTION .
PR0.1. R�1�'E .'. .
' POT 9+85 Y-3r
o STATE PROD. NO.A,
9�r MICHAEL TUCKERCONGREGATIONAL`r`�
ry �� CALVARY
��+"sal
\ - � 55 ` METHODIST CHURCH UTILITY CONSTRUIC, I.%
\ +
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LT
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LT
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5�5' 71.
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m in
. 9 cn
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+ �--
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LLJ
= PROP. R/W + E E E �.o `r • f,2 iw 65 +25 PROP. R/W 50 .. F C +00 PROP. R/W C F / W
U) + PROP. W.W. FENCE +58.16 6 13 .Q 1 50' �5 ' WOODS ; EX. SWALE 50' s =
(NOT C/A) 0 -L- LU
POT SS43
= TD + -L-LINE q -�-v��''�-49•--,{-,.L- 1 m c
POT •593+11.72 L-LINE ,R � TEMPORARYfox Q'�'�3 ®/w m =
Q + POC 13+91.31 Y-3 REV. 5$3.3� Y-4 REV. L T. V-DITCH W/ N.
CONSTRlUCTION �r/f _ / U
+ POC 13+91.31 Y-4 REV. r mA 1 4: SIDE SLOPES EASEMENT ,1,'\ ►\ ��Ir �r� PINC 600+00 L-LINE r " AC K / F-
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TEMPORARY �y 1r 2 �a 1 •\ �, 0 AM /
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EASEMENT
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o Y-4 REV. 1'"'
w m w TEMPORARY 11 v rp ►'•\� " �- ,_ .LN
N m w DRAINAGE,, & V�A� I
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> m Q s ABANDON NG O W
cr
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z _ w 1 � A. .- I I i /
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m YALrn
YE � up = ■ - %ROADWAY %FROM STA. .%TO STA. %SIDE /
11Z' a IRTM PIPE MPORARY Um Mu" Y-3 REV. 10+00 13+00 LT. v
ows NSTRUCTION �� Y-3 REV. 11+50 592+00-L- RT. /
1 -an aI SEMENT 1 Y-4 REV. 14+70 15+35 LT.
j was TYPICAL LAT. VEGETATED DITCH r
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- •
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i
�- �a TAM. sm" I �, 1 r N1ATC NOTE. REFERENCES. I
,,� TEMPORARY
1- s v� 1 v tx ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL FOR PROFILE OF -L-LINE, SEE SHEET 25.
-' Lei► s' _ CONSTRUCTION + `�
1'°"'`� z ` ^= EASEMENT _ ; _ BE RCP CLASS III UNLESS OTHERWISE NOTED. FOR PROFILES OF Y-LINES. SEE SHEET 3L
54 -
n C
Ss2• m �► _ sf ALL NEW DRIVEWAY PIPES SHALL BE PLAIN
-t 44' q•E'i��l�
� CONCRETE OR CMP.
249.II' 4 I3,g1 5 V B�B_ • —
$ MD ��.?1 i TEMPORARY ALL GRIVEWAY RETURNS R=3' UNLESS'
m TEMPORARY ttR4 TRUCTION
1 OYEN WIRE FyNC I2.8sT - CONSTRUCTION t - EASEMENT OTHERWISE NOTED.
1 END W 97 -4 RE ` EASEMENT EIF 1
17+9B. Y m _.'
1-. 11
m �+ V• �� CL. 'A' STM` 1 i I
NORTH CAROLINA
tit 1 1$+40• RE +40.38 1�o EST. 5.0 TONS 1 t _ =3'�3�a.� .
P
Wlo © 30, 1� + 28e'roi - _ _ DEPARTMENT OF TRANSPORTATION
IS g+c D © Y-4 REV N s+ s 9� DESIGN SERVICES UNIT UTUTI£S
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UTILITY C -MTN CT10- PL*M ONLY
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STATE PRO.. N0. F.A. PROJ. NO. �♦ DEt I P'I' I OM.
¢EIP
UTILITY CONSTRUCTION
O z ry /L
* N _j / I
/ I
mm --- EIP FRANCIS DENNY i MARJORIE
♦ — I SMITH
w QO IlI�
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—
1
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s� __—— FLORA H. LINKER \\ __ — ♦ i ' i
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W - — -
JAMES EAVES- -,� - ►,► - \ + { -- _
_-_ r�
a N CD\` s3 - l _►1
- i l ` i _
491
(-- w � �� All
S `� � _ M� � � ... _ _ _. _ _ _ -'- _' .-- -- . _.-. 4_-_---,_.._, . _ _ ri ..,_._-_.-� - � ___ __ :-_' - �"�.- ;- - �-'•''^""'".`..' ""- .,.. -
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_ - - —- —
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Z
S! Fiffi / slL0Zs 6LK Busupw r ll �% 14 CONVERT SPECIAL JB TO C worms W _J
0�/ sic+ (SEE SHT.35) _. .
l.� R EXIST. FIRE `.\
i CL / .. *4 6* Vft T''ru' - �; '3 MOAN*+ sU[+r+` d + cif i
BASE a WlFIBLTERUN FABRIC I- 6�1
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DITCH 6� D EST. 3.0 TONS 4 F C t�J 6'-1:2' W/1 E.LBDW F ��. PROP. R/W
Lr)I EST.1®.0 SY EX INLET END �- - - i.-
+ PROP. R/W - PROP. R/W - - - - - - - - _. - +
73 74 hill4'•15` is PROP. 2'-6' C&G 81 24' EIP (J`
U3 PRO '- ' �.
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• 75 7a
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Cn NC 24-27 x REMOVE W v REMOVE `
ch
72 4' c� "'Ll wi-i� ,� REMOVE � '*18' RETAIN REM V 1S, f� COL 15' CONC .�. 1 CBIV CONC 15 cONC f _
COL AR
VaSTIPROP. 2'-6' C&G + 24'-18" 0
CB 76 aP ■I 2 F e+-24'a11fr 82 F F
C F : ► �f '
Ld
W 2'•18' ' $. PROP. R/W y F + ♦ E + w /W C LL1
2 m 71 F C C �. W.M. FENCE ® _
� 4 _ TEMPORARY _ -- L —LINE car 'C/A) „ _ _ ISFO U7
EX. V-DITCH TEMPORARY +15 +45 D TR T N 1 '-� — -` `- 25 + # TEMPORARY > ti�
CONSTRUCTIONP 1 50* �� DRAINAGE
U EASEMENT • 4 l EASEMENT w `B� RE
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w I TONS
EX. L SWALE CL. '8' STONE �` a
� F.F. � �
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ZS eK D ES I ,� YE G I EST. 2.B TONS a cal til
EST. 7.0 SY F.F. + l (A EASEMENT
ES C`�. E LINE - zv SHIRLEY STALLING -
w.�.
I1� N I FIGI— j {� {� �ao 3C0 {;� I �
W TEMPORARY TCH 3N I v W Q
LT • s DRAINAGE �► G zc w j-} +-�" �' EX. 2 ASE DITCH a �'
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LJ W i� O � + ' . 417.41' .
+'l m XW 4SBW •—
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>� [� �I I EIP S
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124. LI .� POLE f"ORT0 TO K A COI�lq ` 1SFO
BETHEL MILLING CO. EIP N.B. CONNER I I
II; LARRY ROBBINS
12,
VICKIE L. HOLLAR, WIDOWI�
(SANFORD HOLLAR)•-
-4
I
r NORTH CAROLINA -
_ N1 I 210_7�% DEPARTMENT OF TRANSPORTATION _.
r�1 P NVr39'27''E'^� ~ — — --EIP OESWN SERVICES L14T UT1LITM
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NOTE: REFERENCES: , y
ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL FOR PROFILE' OF -L-LINE, SEE SHEET 25.t
BE RCP CLASS III UNLESS OT4ERWISE NOTED. FOR PLAN AND PROFILE OF DET. 2. SEE SHEETS 35 AND 36.
ALL NEW DRIVEWAY PIPES SMALL 9E PLAIN L f W4 t
CONCRETE OR CW.
ALL DRIVEWAY RETURNS R=3' ,y -
�, OTHERWISE NOTED.
Q
1 UTILITY CO�iBTIt'IIIN K#I� -�. .
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WOODS ! +92 ! PRO-J. REFERENCE NO. SHEET N - TOTAL SST$
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STATE PROD- N0. F.A. PROD. N0. DES IPT it"iMl �
+39.62 +32
i I = 50' ,
'S +56•86 +5498
.gUTILITY CONSTRUCTION
II BEGIN CONSTRUCTION r3,R' '
PROP. 1-8" X 6" DI TEE 1 POT 10+85 Y-5
1- !3" GATE VALVE AND WOODS C
VALVE BOX WP 1 1 010 8" cm2 +V OF 8 WATER PIPE, I I . 13
CON 9 DR 14, 200# WP
REMAUEXIST. FIRE
MARJORIE SN ITH ~ 1 9 ,
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';' �" a PROP . IZE8 *1i :TEE FABRIC
" _ _ "
u� n _ _.__ .. _ __ _,._- ._. W/FILTER ABR �' -
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m fv 8 9 � PES - - - - EASEMENT, - - - - " BITER Pill- - - - -- -
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■
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1p +61.48 ��' �9 B 75 -- ♦ (SEE SHT. N0. 35) 5�, 50 INN STD. BEM DITCH �0_ i
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TOE-.E TDE T DE TOE T
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89 +
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to 55' -L- s BLOC us --us I+ ! P { 7. 7 + w� fi0
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_ � 70' f �. P '+ m �r I 4 5c on --.� STA. 632+10
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I i -- 25 -cL. �I� BST � u 1w qw B r Zr= I � @ I POT 11+20 Y-7
w +40.11 cV EST. 5.0 " p= uP1wx LAG _. I (n - - - - , - .- - - - - NOT33'11'E �I
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1 ► co "� ��mf - CONSTRUCTION �`W +1+ •i �' WM RELOCATE ST �1 IEI� POT 11+50 Y-7
NIC
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+ � RECREATION r �' �
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71 1s, 11 � � PIPE , 0.1 TNI CX, ■ BONING � r
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o C A T I O 1! T NOTE: I
R W W \ 11 ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL I
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0. G. P I G G 't1 GR VARIAB E & VARIES 1 ALL NEW DRIVEWAY PIPES SHALL BE PLAIN I DEPARTMENT OF TRANSPORTATION a
G
72 F BERM �\ 15 CONCRETE OR GMP. DESIGN SERVICES EMIT UTILITIES
$5T BIrK "� _ I c91912SY-4128 FAX t t91'p 2S/-41t9
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ZEE FEµ 1 u 1 Y-5 12+35 12+75 LT. I 6- > :;
W -5 1 i 1 FOR DETAIL OF BETHEL ELEMENTARY SCHOOL i
EEO �0$E q1 -LY 5 E 14+000 14+800 LT. I ��1 DRIVEWAY. SEE SHEET NO. 2G. EIP 146G1
Y ' 1
1� 4 -L-LINE 622+00 622+95 RT.
sit XROADWAY %FROM STA. XTO STA. Y.SIDE FOR PLAN AND PROFILE OF DET. 2. SEE
I POT 19+00 Y-5 SHEETS 35 AND 36.
TYPICAL LAT. VEGETATED DITCH I Y-5 12+50 ;2+� RT.
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PI = 10+88.26
0 = 02.15'36'LT. UTILITY CONSTRUCTION
♦� H
BEGIN CONSTRUCTION � O D = 1'45' -
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3 .28 c T :N uSE) ;, I�, / > VALVE BOX, 2008 WP ,�, 6 • R" 35 \' C!7
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PROP. 1-8" X 8" DI TEE 1994 ADT Con
1-8" GATE VALVE AND 2014 ADT �i JAMES AUSTIN
VALVE BOX WP '- V MIN,
108' OF 8� WINTER VA E & VARIES 4M I NORTH CAROLINA _
PROP. IL-B" X " TAPPING SADDLE PIPE, C900, DR 14, 200# WP BERM I ,
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1 STOP8" DI PLUG TRAFFIC COUNTS I DEPARTMENT TRANSPORTATION
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�RoLocom SIK&7 Aw- •�!� �""� TYPICAL " " BE' III UNLESS OTHERWISE NOTED. • .
PICAL LAT. LINED V DITCH REFERENCES:
1",'0110MAY PIPES SHALL BE PLAIN FOR PROFILE OF -L-LINE. SEE SHEET 26.
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.: FOR PROFILE OF Y-19 'REV., SEE SHEET 32. J.
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PROD. REFERENCE NO. SHEET NO. TOTAL SKETS
I , VARIAS E '- ' M
i BERM & V _ NG 6.889004T IIII1
STATE PROJ. NO. F.A. PR 01. N0. DESCRIPTION
1'/FT. NG
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40
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1994 ADT ' UTILITY CONSTRUCTION-
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101 I 106 1 I TRAFFIC COUNTS I I
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BE RCP CLASS III UNLESS OTHERWISE NOTED. FOR PROFILE OF Y-12, SEE SHEET 32.
FOR PLAN AND PROFILE .OF OET. 4, SEE
ALL NEW DRIVEWAY PIPES SHALL BE PLAIN SHEETS 39 AND 40.
CONCRETE OR CMP.
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L Icn W "FIDE T nWALLATION oETAIL ` _ TEMPORARY 70 { \
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1 TRAFFIC COUNTS -* aN = RICKY HELMS
112 I - N 2rf 2z�ARM
ry
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., 1 N C i z -L-REV. 705+55 706+10 RT. j
END CONSTRUCTION Y*13• REV.{ _ +� WOODS TYPICAL LAT. VEGETATED DITCH {
+ - X1 �. 0 C9.77 CURVE DATA-L_-REV,
E A R L E w H I T T O N f POT 13 00 Y 13 REV. I z Y•13 REV.°
I POT 13+00 Y-13 (2.05' LT.) I {
-
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WOODS I o I � { CPI = 705+97.16
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R 5729.58' NORTH CAROLINA
le IDS = RC MPH DEPARTMENT OF TRANSPORTATION
i@
I �11 1= { - 5e DESIGN SERVICES tWT UTILITIES
oaf Ml� 2�-4128 FAX i (919)2"�-4119
I 1� �, NOTE: CHL CHL '
I .1vo I 4 ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL
BE RCP CLASS III UNLESS OTHERWISE NOTED.
—_r-- — `——_%89"38'54'E —�_�_—----���r,__r,, _—_�,_� ALL NEW DRIVEWAY PIPES SHALL BE PLAIN
EIP �.191 EIP CONCRETE OR CMP.
ALL DRIVEWAY RETURNS R=3' UNLESS �4601
OTHERWISE NOTED. '
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BEGIN CONSTRUCTION
POT 10+75 Y-14 UTILITY CONSTRUCTION
PERMANENT ! 1
MARVIN G. WIDENHOUSE II & DRAINAGE'�ENTI 11= PLAN REVISIT! 1
DONALD G. WIDENHOUSE TEMPORARY 1
Ir CL. '8' STONE + CONSTRUCTIO �a
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— � N14�5r5 �E
I H I I ¢ TE -EXIST . WAT'�'ERS __ _ EIP
HOYT C. HILL�i i oomml SERVICE LINES
G R A V I E D. C H A M B NECEOWY FITTINGS
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w JAMES 0. FLOWE
w J'• /, 1
o(n JAMES 0?\r
\� DONALD F. WIDENHOUSE
FLOWE
�w �I) 141 `s END CONSTRUCTION /
o W X APPINO DLES ~I� �e��, POT 30+25 Y-14
1i (!� . '� ION I STOPS 4% CHL I 5 0 - 4- ` r\'e?
R CATER o CDNC \,r 0 + w w z
✓ TYPE K i I Q� w °D a Q Z x
RELOCA 1-EXIST . S � �' • ix Q Ln CL. 'A' STONE
r WAT'ER 25 tic BUS a cn w co 87.50 x �` w ¢ NOTE: REFERENCES:
r a-,_ NEC -�f'ROP. ER IM- o a o w EST. 5.0 TONS / ALL NEW PIPE EXCEPT DRIVEWAY PIPES SHALL FOR PROFILE OF Y-14, SEE SHEET 32•
NE FITT *�C�15 G U w m 57' �'e\ / ,w 8. 4 /
�-+ I 5 84' CHL x £ _ 79 50 ± BE RCP CLASS III UNLESS OTHERWISE NOTED. FOR TRAFFIC COUNTS Y_14, SEE SHEET 19.
i a =0 WOODS C.52 /
?- SLOPE STAKE LINE- J +� 90.0� C " /
- 140 � I _4�, wAa� •2 + � 51.62' �� \ � 'I' �E " '`$POE' � � �1� �I���I' �j�� i � � / ALL NEW DRIVEWAY PIPES SHALL BE PLAIN
\ — EXISTJ W� — — — — ! E _ — �'- EXISTING R/w — — — _ POE _ _ _ _ _ — _ _ EXISTING _W CONCRETE OR CMP.
� — — -- — � — -- — -- — 5 ilNG R/
SST LT F ALL DRIVEWAY RETURNS R=3' UNLESS
12'-15' CDNC. FLUME , ea OTHERWISE NOTED.
+ EMOVE PAVED SHOULDER +
N 5" c E~ 87 PROP. C&G 61 5' CONcTAP R
• ZI S�4 .� co US 601 23`• BST + R=2' — ■
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4-GAS T x 0 4\ 0 (�
a � \ PIPE C900 4 200# IMP
= INSI� W s o W II`� \\ DEPARTMENT OF TRANSPORTATION V
w TEMPORARY 1 -
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SERVICE DISTRIBUTING CO.
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ERVICE DISTRIBUTING Cf \
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UTILITY C011STt�TION PL" SLY
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CLASS 'C
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/A/ / / / / / 10
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PROD. REFERENCE NO.
SHEET NOI TOTAL SHEETS
STATE PROJ. NO.
F.A. PROD. NO.
DESCRIPTION
UTILITY CONSTRUCTION
4mqm& e
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MATERIAL
AROLINO PIPE
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PIPE BEDDED IN L MAT R Y T
LOOSE E IAL, LIGHTL AMPE
A MINIKJ14 OF 6 R PI
UNDE PE. TRENCH BACICFILLED IN
LOOSE B' LAYERS COMPACTED TO TOP OF TRENCH
USIMr. LOCAL EXCAVATED MATERIAL IF APPROVED BY
-ftAT- Tt#�f
-- �
8AC'KF`iLi..EEti Qil L00R.eE 6' LAYERS COI�METELI TO —
TOP E TfH U5i1 LPL EX+GAYATEi MpTEt
IF AMMEOFAMM $Y THE T MAT lKdhi
rxrxwwK�
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• THE ENGINEER. OR SELECT MATERIAL. M� ow ruwil lorono air ca�oo �u
3 ALL MATERIAL ALL MATErdit 94ALL BE "M OF � F0WNk a "L ram .
SHALL BE FREE OF ROCKS, FOREIGN MATERIAL,. AND MATERIAL, AND FfE EN EAVK NMI
--, ----, —. —-, FROZEN EARTH. COMPACTION SHALL BE TO APPAOXg r x r x w m wr :t
BE TO APPAM qR DE ITY IN WITH ela �irllry eeoca a ^
- 6'-12' 6'-12' 902 DENSITY IN ACC WITH AASHTO T-99 AASHTO T-" A6 MODIFIED BY THE
AS MODIFIED BY THE DEPARTMENT OF TRANSPORTATION. OF 'TRAMS'PORTATION.
PIPE BEDDED IN LOOSE 6' LAYERS OF GRANULAR ------
MATERIAL COMPACTED TO TOP OF PIPE. 4' MIN" -- __ _.. _. F 04T AilAT10N DETAIL � PROPOSE WATER MAIN
UNDER PIPE. TRENCH BACIEFILLED IN LOOSE 6'
LAYERS COMPACTED TO TOP OF TRENCH USING
LOCAL EXCAVATED MATERIAL.IF APPROVED BY
THE ENGINEER4 0R SELECT MATERIAL. ALL
MATERIAL SHALL BE FREE OF ROCKS. FOREIGN•
MATERIAL. AND FROZEN EARTH. COMPACTION SHALL
BE TO APPROX.95% DENSITY IN ACCORDANCE
WITH AASHTO T-99 AS MODIFIED B'Y THE
DEPARTMENT OF TRANSPORTATION.
TRENCH DETAIL FOR WATER LINE
THROUGH WETLANDS
TRAFFIC BEARING
MANHOLE
,
AND COVER
11 11= ME Al I
r=��,:
r M=n-Ow&
20 BRONZE
2" GALVANIZED -O
PRECAST FLAT TOP
SWING JOINT
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B' PVC WATER PIPE---'' � MIN. 6' CRUSHED STONE
8' x 2' TAPPING SADDLE
CABARRUS COUNTY, N.C. STANDARD DETAIL
ENGINEERING DEPARTMENT AIR RELEASE
T P VIEW
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FIRE HYDRANT RELOCATION DETAIL 0 PROPOSED WATER MAIN
rr1■E
d
Y
`4
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION :
DESIGN SERVICES L 4T ROADWAY UTIUTES
MICO 258-4126 FAX v i91q) 258-4Ul
Mao 'CDB ` JMH o
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too►•
UTILITY CONSTRICTION PLAIG ObLT ;�

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A
PROD. REFERENCE NO. SHEET Nfle MAL SNE TS
STATE PROD. NO. F.A. PROD. NO. DESCRIPTION
aAaclML TRENCH WIDTH U T I L I T Y CONSTRUCTION..
AT TOP OF PIPE
NOMINAL NOMINAL.
METER BOX ,
(PLASTIC WITH CAST IRON PIPE SIZE TRENCH WIDTH PIPE SIZE TRENCH WIDTH
TOP AND READING LID) tINGHES) (INCHES) (INCHES) (INCHES)
P 38 24 4877
54
18 34 36 68
--- - - - - _ - - _ - -- - 12 42 66
- 10 -- - - - — — - 14 38 48 72
ANGLE VALVE - 16 _ 48 ..�:_. _ 54 78 - -
- � _
_ (WITH LOCK WINGS) 18 42
METER & EXPANSION - --
_ - -
CONNECTOR—
- -
^ %` X 120 BRASS NIPPLE
CHECK VAL V
�..:_. - _ - - - DBL. — - A
- - -
. � R�r
- �- - -
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- - O -- _ - -_-_
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TUBING CONNECTOR � �— �` — �— �— �'I'l �'AM OVER,)
-
S18fTfE !!A� 11
TAN A R s s r WATER L
CABARRUS COUNTY N C
S D D D E T I L "�
• ►�-- COMMMATION STOP :r
ENGINEERING DEPARTMENT METER INSTALLATION
N�ttiT. g#lltQi 11MLTi
MAUR M R N>EItiGINIO w�rE To E dT1I w„ :
PRO Nr�EiT. W►1S1! NE'TEI
_ TAPM SAME win INII� IE�M1r FITTNIOG
OT EMISE SI ECIFIM
OWN1E WATER LSE �; .
•r
L �! i:IE NEW WNW SEW= L8E OftL E OF THE llMli TVPE MO � E vF
AAA ' � N7N TiD IN THE W 1/`� RTHION IE INOW M THE TLAW
z 116
� L a� BE �TEi.M WTM A IIIIINIAM =>. r
i eir�a' .
e
PLASTIC
WATER METER
CABARRUS COUNTY, N.C.
ENGINEERING DEPARTMENT
STANDARD DETAIL
PRESSURE REDUCING VALVE
+d
"r
- 51i1r t
i
WATER METER RELOCATION DETAIL rt:
'k
g - rL 11-
'IWF'W—_ ORW df- - - - - •� - - - . ISMATO MATE! NE m LINE
WATER
txmm ME-*.--�- - - - - � =�1 No METER 11Ot affiffALL LNE
- - - - 01 1�1 TRAFFIC AREA OiLY1 �-
E�T� WATER IWTEI 11 �� I r
EXISTIM MATWI "m7 MIX 678 WASHED
STONE
�+ WATER LINE
a � ;
CON14ON ATION STOP CONNECT USM IE(O SSARY FITTOM
� MATO MAIM TAPPSM SSE
*J4J= OTHERWISE SPECIFIEDI
L NNLMTM !lNALL NCLUM THE I POOL MD NUALLATION AT THE
11l��n AiE LWATII'EI OF THE WhMR METER. METER SETTER 00 VO E,
HEM WL08. AMO 64MM STIR )ATM LIM
a M fm WNW LIE 944.1. ME OF THE SME TM MD WAM As
T1E rXIMM MATE! IOWU LEE UNLESS OTHERWISE SHOWN ON THE
IILME at OPECM wr THE I a Mir.
3 THE NEM WAFTER CE LIRE SMALL SE P6TALLEO WITH A NONIM,M OF
9r Com mmm FILED GRAM
WATER METER. RELOCATION DETAIL
NORTH CAROL INA
DEPARTMENT OF TRANSPORTATION"
DESIGN SERVICES INPUT ROADWAY UTILITIES
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MECKLENBURG d '/'
COUNTY �
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UNION
COUNTY
VICINITY PIAP SHOWING
SHIPPING POINT AND LOCATION
QF STATE
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U
S7CA7[°E OF NORTH CAhgOlLglyA
DEPARTMENT DF TRANSPORTATION
PLAN AND 1PIROFILE 0"F PIROPOSPI40
"HWAY
S A E Hl"'
CABARRUS -COUNTY
LOCATION: NC 24/27 FROM: 0.351 I'UII. WEST EXIST. SR 1132
TO: JUST EAST OF EXIST. US 601
TYPE OF WORK: GRADING, DRAINAGE, PAVING, RESIIRFAClNG, BOX CULVERT,
SIGNALIZATION, LONG LIFE PAVEMENT MARKINGS AND
RAISED REFLECTIVE PAVEMENT MARKERS. �
PI�C)JCT 6.669��T o
�-- o
-�to o
STA . 501 +75 -L- REV. BEGIN STATE PROJ. 6.66900.4T
N 549,016.4866 M- Qo m o ~
E I15289733.4147 " xx = o 11a 11 6 0
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1 4 5 1 6 �7 8 Y-3 REV. 10 II 12 ! 13 114 (a IS IB 17 IO ALgE1+A
Y 0 I L-REV. -Y_2 NC 241 27 -L- Ig I I �Y_g I Y-•8 L I -�- 1 IY-12 1 JRE�• YL_ 7 YI
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to }- 'n I- z O
a a °O'N °O- W °' STA. 736 +00 L-• LINE END STATE PROD. 6.6690C
PREPARED FOR o u � N 549 920.4414
DEPARTMENT OF TRANSPORTATION °' E 1, 562 , 069.0548
X4 DIVISION OF HIGHWAYS
RA,-a101t• Nr—
- w
A
Io'I
PLANS PREPARED BY: STRUCTURE DESIGN UNIT
R. M. GIROLAMI P. E. - PROJECT ENGINEER
B. C. HUNT P. E. -PROJECT DESIGN ENGINEER '
. LENGTH OF ROADWAY PROJECT 6.66900 4T '; 4.435 M 1.
TOTAL LENGTH OF STATE PROJECT 6.66900,4T 4.435 MI.
a
a
c
u
LETTIPIG DATE; MA (t . 21, 199 5
1990 STANDARD SPECIFICATIONS
T
2i?
STATE
STATE PROJECT REFERENG3 N0.
sl+strr
NOQ
TOTAL
$HILT!
N.C.Q. 6.669004T
5
STAIR PROD. NO.
F. A. PROLNO.
DRSCR MON
6.68900 I T
P E
R/W
_6.669003T
6.669003T
CONSTR .
CONVENTIONAL SYMBOLS
County ,Ine -- ------ -- ---
C'if.y or 'Town- Line --------------------------- — —
Eaist.Itight of Way Line Marker
Prop. Fight of Way Line Marker
(By Others).
--------------------------------
Pr.op. Right of Way Line Marker
(By contract
---------------Line -------------
Exist. Control of Access
Drop. Control of Access Line -------------- fC1
Property Line -----------------------------------
L' asetnent Line -----------------------------------
Slope Stake Line ------------------ -------------
Exist. C F l
l'crtc e-------------------------------------- - �- +
Prop. Woven Wire Fence ___________________
Prop. Chain Link fence -------------------
I,xist. Road ------ ---------------------------------
Prop. Road -----------------------------------------
G'ua.rdrail------------------------------------------- T T T T
Survey I,inc---------------------------------------- i
Denotes Line Equality r�
------------------------
Bridge-----------------------------------------------
Cul.ert _ ---------------------------------
ailroa�l------------- ------------------ I............
ywoolls_----------------i------------------------------- 0a 00 O OR ---------------
Exist. Telephone Dole -------------.-- ------ --0-
IDrop. Telophonc Pole-------------------------- -0-
Tower Pole and Line -_-_________-._____------
Exist. Power Pole - - - -----------
Drop. Power Pole- o-'
Sanitary Sewer Line ---------- ---------------- —'> SS SS
Water I,ine---------------------------------------�—
Gas Une_--------------------------------------------
f� 9
Prop. Wheelchair Ramp__________________ _.+00
Tree
Prop. Right of Way
Temporary Constr. Easement------- [-200T].
GRAPHIC SCALES
50 25 50 100 DESIGN DATA
PLANS ADT 1994 - 12,600 r
50 25 0 50 100 ADT 2014 - 25,000
PROFILE (HORIZONTAL) DHV IO% '1.I
10 5 0 10 20 D 60 °�
T 3%
PROFILE (VERTICAL,) V 60 MPH (DIV.)
50 MPH (UNDIV.)
. ' CAR '•,
SE AL
41!35
� � w
1
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
P.B.
STATE HIGHWAY ENGINEER - DESIGN
DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
APPROVED
DIVISION ADMINISTRATOR DATE
II

t SURVEY -L-
\Ijoov 5
PROP05ED GUARDRAIL —
STA .6'70+18.92-L-
€3
€3
r
t
_
I
o
-
_
Cz
�s
I
,s
15MI
�
CBI
CB
WooDS
I`
L5J
AY 'PAW 2Tt=M )
-�-
Cb
CQ
Cb
nl
I
I
�
�
v
670
I
I
`oN�?4'-4Z"RCP
`-_e
4! BASE DITCH
LIKIED W/CL, "B+l
STOKE TO I.5 ABO+UL
EED (SIDES OMLY)
I
I
. N I
cc I
� OI
I
GRADE POINT ELEVATION @ STA 670+18.92 -L- = 532.743
BED ELEVATION @ STA 670+18.92 = 517.67
- Z•1
0
XJ
"'t Gbu&-F, 8' x I&
600 45'-Zlo
WOODS
PROP GUARDRAIL
ROADWAY SLOPES -
-A1o'rE -
HYDRAULIC DATA FOR UTILITY INFORMATION. SEE UTILITY
CONFLICT PLANS AND SPECIAL PROVISIONS.
DESIGN DISCHARGE = 1,000 CFS LOCAT ION SKETCH
FREQUENCY OF DESIGN DISCHARGE = 0 YRS
DESIGN HIGH WATER ELEVATION = 525.70
DRAINAGE AREA = 1.31 SQ MI
BASIC DISCHARGE (Q100) = 1,220 CFS
BASIC HIGH WATER ELEVATION = 526.8
OVERTOPPING FLOOD DATA
OVERTOPPING DISCHARGE = 2,450 CFS
FREQUENCY OF OVERTOPPING FLOOD = >500 YRS
OVERTOPPING FLOOD ELEVATION = 532.30
a
E.5'
a
TAL STRUCTURE QUANTITIES
CLASS A �KRETE:
LEFT CUL T EXTENSION
.4 CY
RIGHT CULV EXTENSION
59.0 CY
TOTAL
119.4 CY
REINFORCING STEEL
9 3 b O L 6S
LEFT CULVERT EXTEN
-47367-LBS
RIGHT CULVERT E SIO
9,115 LBS
TOTAL
FOUNDATION CO . MATERIAL:
LEFT CU RT EXTENSION
15.0 T
RIGH LVERT EXTENSION
14.5 TONS
-TAL ► Z t, I �}--
QQrs-TONS
CU ERT EXCAVATION:
LUMP SUM
4-1
Co
m
39.11t
t SURVEY - L -
33.6' ±
EXIST!l�1G ��
CULVERT
PROFILE ALONG C CULVERT
� CARO'
SEAL (� '
~ 9U 04 i d
dllerOrrr��°�4
�Sw CARO q •
r
E AL
i 20123 ?
24'
+1
r
in
PROJECT No . ......R-��_5B__...,:..:.::_,
_..... CABARRUS........_.... COUNTY
STATION ,..... 670_+.18.92.-L...._
SHEET I OF '7

'k
REINFORCING
MAIN BARRELS
--- LEFT
STEEL BAR
ONLY (ALL
EXTENSION
SCHEDULE
STAGES)
---
REINFORCING
MAIN BARRELS
--- RIGHT
STEEL BAR
ONLY (ALL
EXTENSION
SCHEDULE
STAGES)
---
!
I
tJ
BAR NO.
SIZE
TYPE
LENGTH WEIGHT
BAR
NO. SIZE
TYPE
LENGTH
WEIGHT
g+.�� 8,_�p S►�
op 10Al
F __ I
0 24
4
A102 4
4
4
4
STR
STR
STR
17— 7 282
15— 6 41
13— 8 37
A100
A101
A102
22 4
4 4
4 4
STR
STR
17— 7
15—
258
41 C
#5 Al
#5AL BARS
BOTT. "A" BARS SPLICED --
5EE 'SPLICE LENGTH CHART"
RIGHT ANGLE SECTION OF BARREL
THERE A E 78 "C" BARS IN SECTION OF BARREL
BARREL SECTION LOQWN6 UP 5TREAM)
0
m
u,f
CONST. ,JT. R Q
r I V
ka
A5cz::, 649
4ju
a
VERTICAL. LEG
6 " RAD.
BAR TYPE
6 R DIMENS IONS ARE OUT TO OUT -
NOTES:
ASSUMED LIVE LOAD: HS20-44 OR ALTERNATE LOADING.
DESIGN FILL = 5.1'
FOR OTHER DESIGN DATA AND NOTES SEE STANDARD NOTE SHEET.
ALL REINFORCING STEEL SHALL BE GRADE-6.0..,
3" 0 WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH
SPECIFICATIONS.
CONCRETE IN EACH STAGE CONSTRUCTION TO BE POURED IN THE FOLLOWING ORDER:
1. WING FOOTINGS AND FLOOR SLAB INCLUDING 3 1/2" OF ALL
VERTICAL WALLS.
2. THE REMAINING PORTIONS OF THE WALLS AND THE WINGS FULL, HEIGHT.
3. THE ENTIRE ROOF SLAB SHALL BE CONSTRUCTED IN A THIRD STAGE.
THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF CULVERT
BEFORE STAKING IT OUT TO MAKE CERTAIN THAT IT WILL PROPERLY
TAKE CARE OF THE FILL.
DIMENSIONS FOR WING LAYOUT AS WELL ADDITIONAL REINFORCING
STEEL EMBEDDED IN BARREL ARE SHOWN ON THE WING SHEET.
_ AT THE CONTRACTORS OPTION, HE MAY SPLICE THE VERTICAL
REINFORCING STEEL IN THE INTERIOR FACE OF THE EXTERIOR WALL
AND BOTH FACES OF INTERIOR WALLS ABOVE LOWER WALL CONSTRUCTION JOINT.
THE SPLICE LENGTH SHALL BE AS PROVIDED IN THE SPLICE LENGTH CHART SHOWN
ON THE PLANS. EXTRA WEIGHT OF STEEL DUE TO THE SPLICES SHALL BE PAID
FOR BY THE CONTRACTOR.
FOR NOTE REGARDING SETTING OF DOWELS, SEE SHEET S—N.
FOR REMOVAL OF EXISTING CONCRETE AND BONDING OF NEW CONCRETE
TO OLD CONCRETE, SEE STANDARD SPECIFICATIONS FOR "WIDENING
EXISTING STRUCTURES".
DRAWN BY ST CHAMPION DATE ,
CHECKED BY T C'. DATE ` { r
A103
4
4
STR
11— 9
31
A103
4
4
STR
STR
13 8
— 9
37 I
31
A104
4
STR
9-11
26
A104
4
4
STR
9-11
26
A105
4
4
STR
8— 0
21
A105
4
4
STR
8— 0
21
A106
4
4
STR
6— 2
16
A106
4
4
STR
6— 2
16
A107
4
STR
4— 3
11
A107
4
4
STR
4— 3
11
A108
4
4
STR
2— 5
6
A108
4
4
STR
2— 5
6
A200
22
5
STR
12— 1
277
A200
21
5
R
12— 1
I
265
A201
2
5
R
10— 0
21
A201
2
5
TR
10— 0
21
A202
2
5
S
8— 0
17
A202
2
5
STR
8— 0
17
A203
2
5
STR
5— 7
12
A203
2
5
STR
5— 7
12
A204
2
5
STR
3— 1
6
A204
2
5
STR
3— 1
6
A205
2
5
STR
9-11
21
A205
2
STR
9-11
21
A206
2
5
STR
7— 5
16
A206
2
STR
7— 5
16
A207
2
5
STR
—11
10
A207
2
5
STR
4-11
10 l
A300
26
6
STR
17—
687
A300
24
6
STR
17— 7
634
A301
4
6
STR
15— $
94
A301
6
STR
15— 8
94
A302
4
6
STR
13-11
84
A302
4
6
STR
13-11
84
A303
4
6
STR
12— 3
74
A303
4
6
STR
12— 3
74
A304
4
6
STR
10— 6
63
A304
4
6
STR
10— 6
63 {
A305
4
6
STR
8— 9
53
A30
4
6
STR
8— 9
53
A306
4
6
STR
7— 0
2
A 6
4
6
STR
7— 0
42
A307
4
6
STR
5— 4
3
07
4
6
STR
5— 4
32
A308
4
6
STR
3— 7
22
A308
4
6
STR
3— 7
22 I
A400
30
7
STR
13— 5
823
A400
28
7
STR
13— 5
768
A401
4
7
STR
10— 0
82
A401
4
7
STR
10— 0
82
A402
2
7
STR
8-10
36
A402
2
7
STR
8-10
36
A403
2
7
STR
7— 1
29
403
2
7
STR
7— 1
29
A404
2
7
STR
5— 5
04
2
7
STR
5— 5
22
A405
2
7
STR
3— 7
5
A4
2
7
STR
3— 7
15
A406
2
7
STR
2— 0
8
A40
2
7
STR
2— 0
8
A407
2
7
STR
8— 3
34
A407
2
7
STR
8— 3
34
A408
2
7
STR
6— 5
26
A408
2
7
STR
6— 5
26
A409
2
7
STR
4-10
20
A409
2
7
STR
4-10
20
A410
2
7
STR
3— 0
12
A410
7
STR
3— 0
12
A500
26
5
STR
7 4
199
A500
25
5
STR
7— 4
191
A501
4
5
STR
— 3
22
A501
4
5
STR
5— 3
22
A502
4
5
STR
2-10
12
A502
4
5
STR
2-10
12
A600
38
7
STR
7— 4
569
A600
36
STR
7— 4
540
A601
4
7
STR
5— 6
45
A601
4
7
STR
5— 6
45
A602
4
7
STR
3-10
31
A602
4
7
STR
3-10
31 j
A603
4
7
ST
2— 1
17
A603
4
7
STR
2— 1
17
Al
18¢
5
4— 6
8E4
Al
IBO
5
6
4— 6
8+5
B1
46
4
STR
11— 0
338
B1
46
4
S
11— 0
338 1
B2
92
4
STR
9— 4
574
B2
90
4
ST
9— 4
561
B3
46
STR
11— 0
338
B3
46
4
STR
11— 0
338
C1
78
4
STR
22— 7
1,177
C2
78
4
STR
21-10
1,138
D1
24
6
STR
2— 6
90
D1
24
6
STR
2— 6
90
G1
5
STR
20— 4
85
Gl
4
5
STR
— 4
85
S1
3
8
STR
15-11
127
S1
3
8
STR
15—
127
S2
6
6
STR
13-11
125
S2
6
6
STR
13-11
125
S3
3
8
STR
8— 7
69
S3
3
8
STR
8— 7
69
S4
6
6
STR
8— 7
77
S4
6
6
STR
8— 7
77
S
3
8
STR
20— 4
163
S5
3
8
STR
20— 4
163
6
6
STR
20— 4
183
S6
6
6
STR
20— 4
183
TOTAL
REINFORCING STEEL
(LBS.)
6-�
TOTAL
REINFORCING STEEL
(LBS.)
7, 6Z
B�Zo�
****** SPLICE LENGTH CHART ******
A200 AND A500
If— g«
A400 AND A600
31— 1"
B1
11— got
B3
11_ got
Cl f C2
1' —111,
S1 AND S3 41— 3"
S2 AND S4 21— 3"
PROD ECT NA ....R-..� �..5.8..........
..............C.ABARRUS..............CoUN'1 Y
STATION =....6�0.+.18 9 2 �- L-
SHEET 2 OF 7
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
BARREL SECTION
AMD BARREL BAR SCHEDULE
FOR DOUBLE 6-0" x 10!-011 RCBC
600 SKpW Z .1 SLOPES -, -
REVISIONS
N0. BY DATE N0. BY DATE
1 3
2 4

5 f
I
4-- #5 G1 E5AR 5 �--`—`
01L--
WING SLOPE -
FOR V I FI L L
FOR ROADWAY WIDTH
JGG P umLoVvf%I
EXTERIOR WALL INTERIOR WALL
CULVERT SECTION NORMAL T0. ROADWAY
0
h/
r
1
_`_
_N 1
' EX15TING
CULVERT
� EL, 517 B+ i
_N
d- 1
r
r
r
r
i '
I
L_-.i
1 _.3ri
zo�- o
SKEW TRIANGLE
20I_ 9rile, "
END ELEVATION NORMAL TO SKEW
LEFT EXTENSION QUANTITI
CLASS A CONCRETE:
TAGE I CONSTRUCTION
BARREL
WING, EDGE BEAM, CURTAIN
TOTAL
STAG II CONSTRUCTION
B REL
18.0 CY
L 10.8 CY
28.8 CY
WI , EDGE BEAM, CUR IN WALL
TOT
STAGE III C
Roos `-
EDGE B
TOTAL
STRUCTION
AB
W H EAD\6
TOTAL, CLASS A
REINFORCING STE L
BARREL
WINGS, ET ,
TOTAL, REIN RC1NG
CULVERT CAVATION
L
fDA11ON COND. MATERIAL:
S GE I CONSTRUCTION
AGE 11 CONSTRUCTION 2I
FOUND. COND. MATERIAL
10.7 CY
6.8 CY
17.5 CY
12.3 CY
1.8 CY
14.1 CY
60.4 CY
8r208
&� LB
1,152 LB
,36- LB
LUMP SUM
35.7 "7
"TONS
SONS
VI I
TONS
PROJECT NO.: ....... _ ..-_....._ISB.,.r-,
.CABARRUS._.........__-....COUNTY
STATION =_ro7Q+_IS_9Z...-�:.'.._
SHEET 3 OF 7

FOR RDAr)WAY WIr)rW
ZO'- 9 11b'I
s3
iw
r ;i•i
I --
i
L... ._--- �.••_� . .
EXISTING CULVERT '�°I
r
U. 517 5
�I O -
t�
4-05 G1 5ARS
iTAGGERED
I NTERIOR WALL
EXTERIOR WALL
CULVERT SECTION NORMAL TO ROADWAY
r � y
Q /1.111�
h *900
.w o 300
Af
wtN6 5LOPE
FOR Z: j FILL
SKEW TRIANGLE
c
If END ELEVATION NORMAL TO SKEW
RIGHT EXTENSION QUANTITIE
SS A CONCRETE:
S GE I CONSTRUCTION
BARREL 17.4 CY
ING, EDGE BEAM, CURTAIN WA 10.8 CY
T TAL 28.2 CY
STAGE I ONSTRUCTION
BAR L 10.3 CY
WING, GE BEAM, CURT WALL 6.8 CY
TOTAL 17.1 CY
STAGE III CONS UCTION
Roor- SL-,pg 11.9 CY
EDGE BEAM, H DW LL 1.8 CY
TOTAL 13.7 CY
TOTAL, CLASS A CO R E 59.0 CY
REINFORCING ST L:
BARREL 7,962 LB
PROJECT NO. ..-. !.S.B....... _...
WINGS, 1,153 LB
,a�rrr�ro�n� y
•°.�H CAR,, CA BA R US
ro.w .......-.... COUNTY
TOTAL, REI RCING STEEL 9,115 LB
s AL STATION Go7D + I S . 9.Z - L-
-
CULVL EXCAVATION LUMP SUM
sHEEr 5 of I----------�--..................
F4U ATION COND. MATERIAL:•,,,��'
STAGE I CONSTRUCTION TONS
""" STATE OF NORTH CAROLINA
STAGE II CONSTRUCTION ONS
DEPARTMENT OF TRANSPORTATION
ivl.o2
T TAL, FOUND. COND. MATERIAL 4.TT0
RALEIGH
a _ a a � a � � � �� ■ t� A

5(40
LENGTH OF CULVERT EXTENSION = ZZ1-3a
ZA• - #6 A300 BARS @ 6" CTS.
TOP OF ROOF SLAB
ZZ - *4 AI00 BARS @ G'211 CTS.
BOTT. OF ROOF SLAB
#5 Al BARS @ G" CTS.-CORNER BARS EA. UT. WALL.
SEE BARREL SECTION
(TYP. EA . SIDE-)
t SURVEY -L-
*5 A50F AND *5 A50Z a 812" CTS.
TOP OF FLOOR 5LAB(ZBAR5 PER MARK)
#1 AGO1 THRU *7 A603 0 0 CTS.
It
BOTT OF FLOOR SLAB
t SURVEY -L-
! ! '3 - *6 54 BARS i
I @ 3 CTS. TOP 4 ;
LEMGTM OF CULVERT EXT0410M - ZZ1-311
Z5 *5 A500 BARS @ 8'z" CTS.
TOP OF FLOOR SLAB
36 - # 7 A604 BARS a G" CTS.
BOTT. OF FLOOR SLAB I
#5 Al BARS @ 6"CT5. - CORNER BARS EA. EXT. WA
5EE BARREL SECTION
8`2' *5 A501 AND 415 A50Z @ 81z"CTS.
TOP OF FLOOR SLAB(Z BARS PER MAfl
'�1 #7 A601 THRU *7 A603 @ G 11 CTS.
at
OF FLOOR SLAB
BARS PER MARK)
(TYP. EA. SIDE)
. wl '
Os#4 B3 BAR5 @ V- 011 CTS.
BOTT.
OF EDGE I 5TA66ERED EA. INTERIOR WALL a o
o
�CONST.IT /� ¢ S "
60-00-oo
r 60" 4:1- Z7" , - g _0 CONST. IT. it -oil / %_
5TA. G70 t 1&9?, -L- r � 1 11- p11 � � 1!2 3 - *8 53 BARS @
3 x CTS. TOP OF •-
I EDGE BEAM CURTAIN WALL)
. 'n -
un
/ /3 -*65Z BAR5
@ 3 CTS. TOP
11 #6 A301 THRU *6 A308 @V'cT5. i 1� r� BOTT. OF EDGE,
TOP OF ROOF -SLAB (Z BARS PER MARK) BEAM �� N <) o
p
f f ¢ o
#4 AIOI THRU *4 A108 @ 6'z 1 CTS. / o Z"CL. Q
BOTL OF ROOFSLAB Z BARS PER MARK
� .,..� :: •• :�: • • . ..• • :.•.. •,•,• ., . •:�: • `•• Yam: �•
#4 Bi BARS tm IZ" CTS. • •• ��
5TREAM FACE WZ
4 - #7 A401 @ 6" CTS. #4 BZ BARS Cap 6"CT5. ' • '
BOTT. OF FLOOR SLAB FILL FACE
! r� co o
r J
4 600- 45`--Z�x
5TA. 670 + 18.9Z -L• 4 2 N --
COM5T.
Ole
00
*00
.00
RE
t CULVERT
ray
3-*8 51 BARS @ 3"
CTS. TOP OF �
CURTAIN WALL /_:
7 A41Z THRU 7 A4QIo @ (6 CTS. ZS -#- A400 BARS LOG" CTS. " *7 A407 THRU #7 A410 @ 611 CT5.
BOTT. OF FLOOR 5LAB(Z BARS PER MAR BOTT. OF FLOOR SLAB BUTT. OF FLOOR 5LAB (Z. BARS PER MAR
*5 AZOI THRU *5 AZ04 @ 8'z" CTS. 8`z ZI • *5 AZOO BARS a 8'211 CTS. '2 #5 AZO5 THRU *5 AZO7 @ 8Y CTS.
TOP OF FLOOR SLAB (Z BARS PER MARK) TOP OF FLOOR SLAB TOP OF FLOOR SLAB (Z BARS PER MARK)
Z" CL. �.
-3 - # 8 55 BARS @ 5" CTS.
BOTT OF ROOF SLAB
GOt 00'- UO" %
3 - # & � t `��,, t CULVERT
S
6 6 B@ ARS 3 , f p CO w cv v .J
l CTS. BOTT OF ROOF 9 Q N o Lj
l TOP OF EDGE BEAM ,/ v oc <,[ A. -*5 Gi B @ It
I' • 0" EDGE BEAM
�( o # Q u- AR5 3 CTS. v
co 0 IN HEADWALL
o S
#4 AIOI THRU 44 A108 @ 6 'z" CTS.
GIZI
BOTT. of ROOF SLAB (Z BARS PER MARK)
#6 A301 THRU *6 A308 @ 6'1 CTS . 611
TOP OF ROOF SLAB (Z BARS PER MARK)
PLAN of ROOF SLAB
v
Q
PLAN OF FLOOR SLAB
0
21
PROJECT No . ...-R.-. co 5 B .........'.
COARRUS
................_........_.........._..............................._.... COUNTY
STATION =.....G7Q..+..18.. q SHEET 6 OF 7
d
__ .

LENGTH OF CULVERT EXTENSION = P,3'-0'
15r7
H
IZ-
In
Lc
LENGTH OFCULVERT EXTENSIOM - Z31- 0"
Z6 - #6 A300 BARS @ 6" CT5.
TOP OF ROOF SLAB
24 - *'4 A 100 BARS @ G'z' CT5.
BOTT. OF ROOF SLAB
*5 A I BARS a Go CTS.
CORNIER BARS EA. EXTERIOR WALL
SEE BARREL SECTION (TYP. EA. SIDE)
#G A30I THRU 06 A308 0 G" CTS.
TOP of ROOF 5LA8 (Z BARS PER
,Zn #4 AIOI THRU 04 A108 a G'z" CT.
BOTT• OF ROOF SLAB(Z BARS PER
#5 A501 AND 05 ASOZ @I 8'z" CTS. 26 - #5 A500 BARS @ 8'a"CT5. 8' *5A501 AND 1*5.A50Z @ 812" CTS.
TOP OF FLOOR 5LAB (Z BARS PER MARK TOP OF FLOOR SLAB TOP OF FLOOR SLAB (Z BAR5 PER MARK)
#7 A601 THRU * 7 AG03 @ I6a CTS. " 38 - # 7 A600 BARS a G" CT5. 6" #'7 AGO[ THRU #7 AGO3 @ G" CTS.
BOTT. OP FLOOR SLAB (Z BARS PER MARK BOTTOM OF FLOOR SLAB BOTT. OF FLOOR 5LAB (Z BAR5 PER MARK)
45 AI "
RS@ 6 CTS.
' CORNER BARS .FA. EXTERIOR WALL
3 -*8 53 BAR
@3"CIS. TOP
OF WALLIJ
RTAI
Qk!
8"
3-*8 51 BARS
@ 3" CTS. TOP OF
CURTAIN WALL
• ..:: BA RE SECTION t SURVEY -L-
•'+ (TYP- EA. SIDE)
0 0
-- ac
:94 B3 BARS GO IV' CT5. EA. FACE Q o �� `� 1' CONST. JT. /
I STAGGERED EA. INTERIOR WALL EDGE BEAM
°� �
O 3 - *6 54 BARS t
o
/ @3"CT5. TOP r r
60° �_ 00'� o C% ST. JT, <Ln BM.OF ED E t
BEAM , t 60°-45'_Z7"
w
rco
/
cr
cc
r
I'_ p'�
r
3 -1#6 S2 BARS
1 CULVERT
_,
o
--
O
O
cc
j�
@ 3 CT5. TOP 4
STA.00 + 18.9Z -L-
Q
/
BOTT OF EDGE,'
BEAM +
�/
�cr
o
o�
Q
.01
loop
A40I G' CT5. 4 BI BARS @ le CTS. 80TT OF FLOOR SLAB 5TRE M FACE
J _ *4 BZ BARS @ 6"CTS.
#1 A40Z THRU 01 A406 @ 6" CTS,
BOTT. OF FLOOR SLAB (,Z BARS PER W
*5 AZOI THRU *5 A204- La 8'z' CT5.
TOP OF FLOOR SLAB (Z BARS PER R
w SURVEY-L-
�Q-4 - 5 61 BARS @ — _._. — — — _.. —.
3" CTS. IN HEADWALL. o°
nz
cc m o I' �o" EDGE BEAMcc or- r�
o• � �• I
C►�" 60= 00. 00" u 80 $ o ' CONST J'T
ac CULVERT co u- u� ¢ , 60 -45'-P,7
3-#8 55 BARS@ — --- -- -- — — — — — — co — -- — = __ �_-- — — — __�►
s C • BOTT of ROOF � � /
3-*G 56 BARS @ / 57A. 670 + 18.92 -L-
TO BEVEL � 3 CTOF OTT. OF AROOF
M
$ - TOP EDGE BF�4M
40
r `9
x off
cr
#4AIOI THRU 4*4A108 Q G1z" CTS.
BOTT. OF ROOF SLAB (Z BARS PER MARK
#6 A301 THRU 416 A308 @ G" CT5.
TOP OF ROOF SLAB (2 BAR5 PER
6'z "
Ga
PLAN OF ROOF SLAB
FILL FACE
n 6" 30 - #7 A400 BARS @ 6 " CTS.
BOAT OF FLOOR SLAB
8t 2Z- 45 AZ00 BARS @ 8'z" C3,
TOP OF FLOOR SLAB
{
AI JL" .. _- --- •-- - • - _ _ u
BOTf. OF FLUOR SLAB (Z BADS PER T
dZ #5 AZOS THRU *5 AZOI @ 8'z" CT5.
TOP OF FLOOR SLAB (2 BARS PER M
PLAN OF FLOOR SLAB
EESS~ i
SEAL
20123
1� l
PROJECT No......R-.(.i.s.g....
_......... .._. CA•BAR-RU,5__.... COUNTY
STATION =..................................... -9?, —L....
SHEET 4 OF 7

SS
9
7
V
t\
N
o�
�Oti
V
�
givir ilm seem flail
ti b
Y lbo"v
w rfJO/'J �.� �Qt•ls. -V�YG/!7 fOCC
4eYs
NIP
ti .O
h Q o a fr
X
� I
t
0 8 C/s• -.e,71k w o/` 100afiii9 Fi//Fyc� of �ii�s
ELEVATION— WI
7*
PLAN -WI
1
Lo
3"
3%
T
titr
C�
h
� 4
t►�
� C
a
BAR TYPES
REINFORCING BAR SCHEDULE
ObAR NUNBR SIZE TYPE LENGTH WEIGHT
Hi 16 4 STR 19- 5 20
h /13 • /~d 3' 2 4 4 STR 15- 2
tf H 2 4 STR 11- 2 5
H4 6 4 STR 3- 2 13
H5 16 4 STR 10- 4 110
H6 4 4 STR 8- 1 22
H7 2 4 STR 5-10 8
HB 4 STR '3- 4 9
H9 2 4 1 3- 61
Ilk • H10 . 28 4 2 3- 61
w 41 22 3 0 165
12 22 5 3 - 6 103
, v N
C .w, ¢ 7 N 3 20 4 3 4- 1 55
.3=.3 , •, 44 12 6 3 5- 0 90
N5 12 5 4- 6 56
a y N6 12 .4 4- 1 33
q, 81 12. 6 S R 6-0 108
T! 6 4 STR 21- 0 84.
•�.all T2 6 4 STR 12- 0 48
Vi 12 STR 9- 3 116
V2 10 4 STR 8- 3 55
BZ ~ ¢ V3 12 4 STR - 3 58
V4 10 4 STR - 3 42
VS 1 4 STR - 0 47
V6 6 5 STR 3 56
V7 8 4 STR 8 0 43
VB 8 4 RTR 6 6 35
V9 12 4 STR 5- 3 42
Z1 22 6 4 5- 5 179
Z2 22 5 4 4 105
A// dl�nensio/xs ore Oe/f /n DUf Z3 20 4 4 3-• 50
Z 12 6 4 5- 98
12 5 4 4- 57
6 12 4 4 3- 30
NOTES GRAND TOTAL 2r305
PLAN- W 2 THIS STANDARD COVERS THE CONSTRUCTION
OF THE 4 WINGS FOR ANY REINFORCED
CONCRETE BOX CULVERT FOR THE HEIGHT,
FILL SLOPE AND SKEW INDICATED.
CONCRETE IN CURTAIN WALL AND HEADWALLS AND EDGE BEAMS
TO BE INDICATED IN THE SPACE PROVIDED
AND THE TOTAL SHOWN IN~TOTAL FOR STRUCTURE.
410.0969 .3'"4Yd .'l"'aY7 Z"rS/'a
IV
Wit Ky
4
GI BARS IN HEADWALLS TO BE INCLUDED WITH
BARREL REINFORCING- STEEL.
/O
• �Y��sO� �"c�
S�rro/rj Focc ,rV •6ars LP A? "
• cis. Fi%/ Foce I
2 C/.
000 Lk
Acn 1 A �� o
j I ICYE�j
f
� CO/lS1� cf�
r � �� w• — — .—n �^ — — .rr• wr � —. �
7
_ y
G'04nc G.sirs G A"617¢
EXPANSION JOINT DETAIL
ELEVATION -- W2
:S)ro1v .6-pee
z
KING QUANTITIES
INCLUDED I TAL FOR STRU
CLASS A CONC
k WINGS ONLT AS 0
4 EDGE BEAM
�• CT•
3. GY
2 HEADWALLS AND
CURTAIN WAL
4•l
CT.
TOTAL
3B.8
CT.
REINFOR NG STEEL
4J
LB.
SEAL
20123
- 58
ti O ti • • `��` u PROJECT No. R
'1Ct­
ro e®
�1 : • a �� cl �j
, K t� I CALx RRUS CouNnr
'70 + 18.9?, -L-
r STATION.
C\ �. { • ' r "6o�.s dD8 ��s. SHEET "I OF "I
. • .. .. , . ,. DEPAR'TMI
N . ,.•• CONC
I f M I
TYPICAL WING SECTION

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