20191125 Ver 1_05_Marvin_Gardens_Roadway_Plans_11x17_20190822

Sheet List Table
Sheet Number
Sheet Title
1
COVER SHEET
1A
GENERAL NOTES
2 TO 2D
TYPICAL SECTIONS
4 TO 12
PLAN SHEETS
13 TO 20
PROFILE SHEETS
XS-1 TO XS-27
CROSS SECTIONS
NOTES
0INpill I I/dJ17.1N11LIN114111Nd1110Ri7RC1a1JJRANKim 9i1aa0.11!6
ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/C
COMPANIES SHALL BE PERFORMED PRIOR TO THE FINAL CONNECTIONS OF SERVICE'.
ATTENTION IS DRAWN TO THE FACT THAT THE SCALE OF THESE DRAWINGS MAY IT/
DURING THE REPRODUCTION PROCESS.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,
INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIE
IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT W1THOi
AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL
LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
OWNER:
PUBLIX NORTH CAROLINA, LP
SITE DEVELOPER:
HARRIS DEVELOPMENT PARTNERS, TO.
7330 CHAPEL HILL ROAD
SUIT 203
RALEIGH, NC 27607
CONTACT: ASA HARRIS ([e-mail])
ENGINEER
KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
200 SOUTH TRYON STREET
SUITE 200
CHARLOTTE, NO 28202
802 GERVAIS STREET
SUITE 201
COLUMBIA, SC 29201
[phone] TEL
CONTACT: ANDREW McWILLIAMS, HE
CONSTRUCTION DOCUMENTS FOR
MARVIN GARDENS
PROVIDENCE RD & NEW TOWN RD
MARVIN, NC
SITE LOCATION MAP
NOT TO SCALE
PREPARED BY:
Kimley)))Horn
SEAL
043846
-PROJECT
LOCATION
•
•
Knowwhafs below.
Call before you dig.
REV. DATE
REVISIONS
PAGES
DATE
10/05/2018
FILE NUMBER
013005001
SHEET NUMBER
TOTAL SHEETS
S1
Y
COPNMi1103018
g4E'f-xpM A* M580M1[5. M.

GENERAL NOTES
2012 SPECIFICATIONS
STATEMENT OF WORK:
THIS PROJECT CONSISTS OF THE IMPROVEMNTS AT THE INTERSECTION OF
PROVIDENCE ROAD AND NEW TOWN ROAD. INCLUDING A FULL MOVEMENT
SIGNALIZED DRIVEWAY CONNECTION ALONG PROVIDENCE ROAD. A
RIGHT-IN/RIGHT-OUT, UNSIGNALIZED DRIVEWAY CONNECTION TO PROVIDENCE
ROAD. A LEFT OVER UNSIGNALIZED DRIVEWAY CONNECTION TO NEW TOWN
ROAD. AND A FULL MOVEMENT, UNSIGNALIZED DRIVEWAY CONNECTION TO NEW
TOWN ROAD.
GRADE LINE
THE GRADE LINE SHOWN DENOTES THE FINISHED ELEVATION OF THE PROPOSED
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY
BE ADJUSTED AT THEIR BEGINNING AND ENDING AS DIRECTED BY THE ENGINEER AND
APPROVED BY NCDOT IN ORDER TO SECURE A PROPER TIE-IN.
CLEARING:
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
METHOD II.
SIDE ROADS:
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS
PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE
PARTICULAR ITEMS INVOLVED.
DRIVEWAYS:
DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT STD. NO. 848.03
AND WITH DETAILS IN PLANS. LOCATIONS OF DRIVES WILL BE AS SHOWN ON THE PLANS
OR AS DIRECTED BY THE ENGINEER.
STREET TURNOUT:
STREET RETURNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT STD. NO.
848.04 USING THE RADII NOTED ON PLANS.
UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE
POWER:
TELEPHONE:
GAS:
CABLE:
WATER:
COMMUNICATIONS:
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY
DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY
THE NORTH CAROLINA ONE -CALL UTILITIES LOCATION SERVICE AT 1-800-632-4949 FOR
PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE.
THE CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY
UTILITIES DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO
AT LEAST THE QUALITY OF WORKMANSHIP FOUND IN THE ORIGINAL ITEM.
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT
AS SHOWN ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY
COORDINATION.
GENERAL NOTES (continued)
SUBSURFACE PLANS:
NO SUBSURFACE INVESTIGATIONS OR PLANS ARE AVAILABLE FOR THIS PROJECT. THE
CONTRACTOR SHOULD MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE
CONDITIONS.
EROSION CONTROL:
EROSION CONTROL SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA EROSION
AND SEDIMENT CONTROL REGULATIONS, U.S. DEPARTMENT OF AGRICULTURE, AND
U.S. SOIL CONSERVATION SERVICE REGULATIONS AND THE EROSION CONTROL PLANS
INCLUDED HEREIN.
TRAFFIC CONTROL:
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS AND THE
TRAFFIC CONTROL PLANS INCLUDED HEREIN.
SURVEY:
SURVEY WAS PROVIDED BY MICHAEL UNDERWOOD AND ASSOCIATES. THE
CONTRACTOR IS TO COORDINATE WITH THE SURVEYOR PRIOR TO GEOMETRIC
LAYOUT.
WHEELCHAIR RAMPS:
WHEELCHAIR RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS. THE
CONSTRUCTION OF ALL WHEELCHAIR RAMPS SHALL BE IN ACCORDANCE WITH NCDOT
STD. NO. 848.05 UNLESS OTHERWISE STATED.
LIST OF ROADWAY STANDARD DRAWINGS
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS"
HIGHWAY DESIGN BRANCH-N.C. DEPARTMENT OF TRANSPORTATION-RALEIGH, N.C., DATED JULY
2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF
THESE PLANS.
NCDOT
STD. NO.
STANDARD DRAWING TITLE
200.02
Method of Clearing - Method II
225.02
Guide for Grading Subgrade - Secondary and Local
300.01
Method of Pipe Installation
840.14
Concrete Drop Inlet - 12" thru 30" Pipe
840.15
Brick Drop Inlet - 12" thru 30" Pipe
840.16
Drop Inlet Frame and Grates - for use with Std. Dwg 840.14 and 840.15
840.31
Concrete Junction Box - 12" thru 66" Pipe
840.32
Brick Junction Box - 12" thru 66" Pipe
840.34
Traffic Bearing Junction Box - for Use with Pipes 42" and Under
840.54
Manhole Frame and Cover
840.72
Pipe Collar
846.01
Concrete Curb, Gutter and Curb & Gutter
848.03
Driveway Turnout - Drop Curb Type
848.05
Curb Ramp - Proposed Curb & Gutter
848.06
Curb Ramp - Existing Curb & Gutter
904.10
Orientation of Ground Mounted Signs
904.50
Mounting of Type 'D','E'AND'F' Signs on 'U'Channel Posts
1101.01
Work Zone Advance Warning Signs
1101.02
Temporary Lane Closures
1101.04
Temporary Shoulder Closures
1101.11
Traffic Control Design Tables
1110.01
Stationary Work Zone Signs
1110.02
Portable Work Zone Signs
1130.01
Drum
1150.01
Flagging Devices
1180.01
Skinny -Drum
1205.01
Pavement Markings
1205.02
Pavement Markings - Two -Lane and Multi -Lane Roadways
1205.04
Pavement Markings - Intersections
1205.05
Pavement Markings - Turn Lanes
1205.08
Pavement Markings - Symbols and Word Messages
1205.09
Pavement Markings - Painted Islands
1250.01
Raised Pavement Markers - Installation Spacing
1251.01
Raised Pavement Markers - Permanent and Temporary
1264.02
Object Markers - Installation
1605.01
Temporary Silt Fence
1607.01
Gravel Construction Etrance
1631.01
Matting Installation
1632.03
Rock Inlet Sediment Trap Type C
1633.02
Temporary Rock Silt Check Type B
1635.02
Rock Pipe Inlet Sediment Trap Type B
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DATE
10/05/2018
PROJECT NO.
013005001
SHEET NUMBER
1A
AND ASSOCIATES, INC.

EXISTING GROUND
2'-0" EXIST C&G
\— -
EXISTING GROUND
-L1- PROVIDENCE RD
STA. 18+53.70 TO STA. 20+02.09
-L1-
PROVIDE
NCE ROAD
2'-0" BERM
III
IRAVEL LANE L&I IURN LANE IKAVEL LANE
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TYPICAL SECTION NO. 1
-L1- PROVIDENCE RD
DESIGN SPEED = 50 MPH
STA. 10+00.00 TO STA. 11+49.63
STA. 13+86.47 TO STA. 16+35.91
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-1-1- PROVIDENCE RD
STA. 11 +49.63 TO STA. 13+24.96
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-L1- PROVIDENCE RD
STA. 16+35.91 TO STA. 18+27.96
LEFT TURN LANE
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2% I 2%
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-L1- PROVIDENCE RD
STA. 18+27.96 TO STA. 20+78.24
EXISTING GROUND
Elr 2,_5„
2'-0" BERM
�•II 1'-0" SAWCUT
11'-0"
RIGHT TURN LANE
-L1- PROVIDENCE RD
STA. 10+72.46 TO STA. 13+22.61
STA.17+70.90 TO STA. 21+10.48
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DATE
10/05/2018
PROJECT NO.
013005001
SHEET NUMBER
2
AND ASSOCIATES. INC.

EXISTING GROUND
g:1
EXISTING GROUND
2'-6"
2'-0" BERM 1
-L2-
PROVIDENCE ROAD
2'-0" BERM r 2'-0" BERM
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11'-0" 11'10" 11'-0"
V-0" SAWCUT I
11'-0" I I
RIGHT TURN LANE
TRAVEL LANE LEFT TURN LANE TRAVEL LANE
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-L2- PROVIDENCE RD
STA. 33+50.00 TO STA. 34+50.00
EXISTING GROUND
-L2- PROVIDENCE RD
STA. 14+31.75 TO STA. 16+16.75
TYPICAL SECTION NO. 2 — V-0" SAWCUT
-L2- PROVIDENCE RD
DESIGN SPEED = 50 MPH
STA. 10+33.69 TO STA. 14+38.40
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-L2- PROVIDENCE RD
STA. 14+38.40 TO STA. 16+63.31
3:i
-L2- PROVIDENCE RD
STA. 12+05.00 TO STA. 16+55.00
EXISTING
EXISTING GROUND
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DATE
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PROJECT NO.
013005001
SHEET NUMBER
2A
AND ASSOCIATES, INC.

EXISTING GROUND
-Y 1-
NEW TOWN ROAD
2,_6„ 2'-5"
2'-0' BERM 2'-0" BERM
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-Y1- NEW TOWN RD
DESIGN SPEED = 50 MPH
STA. 11+53.22 TO STA. 15+45.70
STA. 17+55.72 TO STA. 18+94.03
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-Y1- NEW TOWN RD
STA. 14+45.70 TO STA. 16+99.82
STA. 17+94.03 TO STA. 20+83.55
EXISTING C
2'-5"
2'-0" BERM
— V-0" SAWCUT
11'-0"
RIGHT TURN LANE I . I I
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1'-0" SAWCUT
-Y1- NEW TOWN IRD
STA. 15+45.70 TO STA. 17+16.75
STA. 17+94.03 TO STA. 20+83.55
EXISTING GROUND
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DATE
10/05/2018
PROJECT NO.
013005001
SHEET NUMBER
2B
AND ASSOCIATES. INC.

EXISTING GROUND
GROUND
2'-6"
2'-0" BERM 1
2'-6"
2'-0" BERM 1
-Y1-
NEW TOWN ROAD
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11'-0"
TRAVEL LANE LEFT TURN LANE O'TO 8'
TRAVEL LANE
1'-0"
TO
6' 0'
2CRETE
CONN
2'-5"
r 2'-0" BERM
I— — — — — —
C2 I ----C2
D1 Cl U U Cl D1
E1 E1
V-0" SAWCUT TYPICAL SECTION NO. 4 V-D" SAWCUT
11 0" -Y1- NEW TOWN RD RIGHT TURN
.IGHT TURN LANE J LAN
DESIGN SPEED = 50 MPH
STA. 21 +90.12 TO STA. 26+32.39
C2
D1
II E1
V-0" SAWCUT
-Y1- NEW TOWN RD
STA. 23+00.00 TO STA. 24+50.00
EXISTING GROUND
C2
D1
E1 II
1'-0" SAWCUT
-Y1- NEW TOWN RID
STA. 23+00.00 TO STA. 25+93.09
-Y 1-
NEW TOWN ROAD
2'1„ ,,-0„ 1,0„
2'-0" BERM ' -0" � � FIOINC�RETI
'.-0..I"INCRETE11'1D"
3:T
EXISTING C
2'-5"
r 2'-0" BERM
TRAVEL LANE 10 11 MEDIAN I I I LEFT TURN LANE 41 MEDIAN I j I TRAVEL LANE
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2•-5"
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C2 C2I
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EXISTING
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-Y1- NEW TOWN RD
DESIGN SPEED = 50 MPH
STA. 26+32.39 TO STA. 28+00.00
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iUT LIABILITY TO KIMLEY-HORN
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DATE
10/05/2018
PROJECT NO.
013005001
SHEET NUMBER
2C
AND ASSOCIATES. INC.

GROUND
EXISTING GROUND
-Y-
NEW TOWN ROAD
2,_6„ r 2'-5„
2'-0" BERM � � I Ir 2'-0" BERM
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-Y- NEW TOWN RD
DESIGN SPEED = 50 MPH
STA. 28+00.00 TO STA. 34+36.84
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LEFT TURN LANE
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STA. 23+00.00 TO STA. 24+50.00
-Y- NEW TOWN RD
STA. 34+98.61 TO STA. 38+00.00
----T-11'
1
-Y- NEW TOWN RD
STA. 28+00.00 TO STA. 29+00.00
STA. 37+00.00 TO STA. 40+24.89
EXISTING GROUND
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PROJECT NO.
013005001
SHEET NUMBER
2D
AND ASSOCIATES. INC.

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ASPHALT WIDENING
CONCRETE
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L = 41922'
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PROJECT NO.
013005001
SHEET NUMBER
4
AND ASSOCIATES, INC.

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D = l' 3609.6'
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AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN
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DATE
10/05/2018
PROJECT NO.
013005001
SHEET NUMBER
5
AND ASSOCIATES. INC.

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10/05/2018
PROJECT NO.
013005001
SHEET NUMBER
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AND ASSOCIATES, INC.

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013005001
SHEET NUMBER
8
AND ASSOCIATES, INC.

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10/05/2018
PROJECT NO.
013005001
SHEET NUMBER
9
AND ASSOCIATES. INC.

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DATE
10/05/2018
PROJECT NO.
013005001
SHEET NUMBER
10
AND ASSOCIATES, INC.

ASPHALT WIDENING
CONCRETE
CHATSWORTH HOMEOWNERS ASSOC. INC.
D.B. 5043, PG. 756
M.B. I, PG. 705-706
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DATE
10/05/2018
PROJECT NO.
013005001
SHEET NUMBER
11
AND ASSOCIATES. INC.

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DATE
10/05/2018
PROJECT NO.
013005001
SHEET NUMBER
12
AND ASSOCIATES. INC.