20211213 Ver 1_08_Site Plan_Erosion Control_(2021-07-23)_20210805

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TOTAL SHEETSSHEET NUMBERFILE NUMBERDATE
COPYRIGHT C 2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_tsh.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, TITLE SHEETGREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:XX
GREENVILLE, NORTH CAROLINA
GREENWAY PROJECT
TOWN COMMON CONNECTOR
BUILD GRANT PROJECT G
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
0
PROJECT GRAPHIC SCALES
0
0
20 10 20 40
20 10 20 40
5 102.55
ENGINEER:SURVEYOR:
CONTACT: PATRICK HARTMAN, PLS
[phone] FAX
[phone]
GREENVILLE, NC 27858
107 EAST SECOND STREET
RIVERS AND ASSOCIATES, INC
CITY:
CONTACT: DAN ROBINSON, P.E., CFM
677-2155 FAX(919)
677-2178 TEL(919)
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE STREET
KIMLEY-HORN AND ASSOCIATES, INC.PROFESSION
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LARR
Y D. ROBINSON, JR.DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
CONTACT: LYNN RAYNOR, P.E.
[phone] TEL
GREENVILLE, NC 27834
1500 BEATTY STREET
CITY OF GREENVILLE
NAD 83/NA 2011-G1- STA 10+17.00
BEGIN PROJECT G
-G3- STA 27+31.28
END PROJECT G
-G1- STA 11+62.14
END -G1-
-G2- STA 13+50.00
BEGIN -G2-
-G2- STA 17+08.46
END -G2-
-G3- STA 19+84.56
BEGIN -G3-
PROJECT
BEGIN
PROJECT
END
4
7
6
5
1
INDEX OF SHEETS
SHEET NO.DESCRIPTION
TITLE SHEET1
CONVENTIONAL SYMBOLS
EROSION CONTROL PLANS AND DETAILS
CROSS SECTIONS
UTILITIES BY OTHERS PLANS
TYPICAL SECTIONS AND MISCELLANEOUS DETAILS
1A
1B
EXISTING SURVEY SHEETS
STRUCTURES PLANS AND DETAILS
GREENWAY PLAN AND PROFILE SHEETS4 TO 7
LIGHTING PLANS AND DETAILS
1C-1 TO 1C-4
GENERAL NOTES AND LIST OF STANDARD DRAWINGS
TRANSPORTATION MANAGEMENT PLANS
RETAINING WALL PLANS St.Will
owSt.HardingSt.SecondE.
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GreenSt.CSXS
t.E. 5TH STE. 4TH STE. 3RD STE. 2ND STE. 1ST STX-1 TO X-10
2A-1 TO 2A-3
L-100 TO L-202
TMP-1 TO TMP-5
W-1
EC-1A TO EC-12
ROW-1 TO ROW-2
E-1 TO E-5
DRAINAGE PROFILES8
UO-1 TO UO-4
S-1 TO S-6
3D-1 DRAINAGE SUMMARY SHEET
RIGHT OF WAY SHEETS
L-301 TO L-400 LANDSCAPE PLANS AND DETAILS
HARDSCAPE PLANS AND DETAILS
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_tsh.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
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J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
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LINA
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J
YERFFE
M O ORE
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SEAL
024436
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LARR
Y D. ROBINSON, JR.LIST OF STANDARD DRAWINGSGENERAL NOTES AND1A
DESCRIPTIONSTD NO.
200.02 METHOD OF CLEARING - METHOD II
225.02 GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL
1101.01 WORK ZONE ADVANCE WARNING SIGNS
1101.02 TEMPORARY LANE CLOSURES
1101.04
1101.11 TRAFFIC CONTROL DESIGN TABLES
1110.01
1110.02 PORTABLE WORK ZONE SIGNS
1130.01 DRUM
1135.01 CONES
1145.01
1150.01 FLAGGING DEVICES
1180.01 SKINNY DRUM
SITE NOTES
UTILITY NOTES
STATIONARY WORK ZONE SIGNS
APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
DESIGN BRANCH-N.C. DEPARTMENT OF TRANSPORTATION-RALEIGH, N.C., DATED JANUARY 2018 ARE
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY
TEMPORARY SHOULDER CLOSURES
876.02 GUIDE FOR RIP RAP AT PIPE OUTLETS
BARRICADES - TYPE III
CONCRETE SIDEWALK848.01
DIRECTLY ASSOCIATED WITH ITEMS TO BE REMOVED.
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, INCLUDING ALL SUBGRADE MATERIALS
POSSIBLE IF IT CONFORMS TO SPECIFICATIONS AND DRAWINGS.
ALL GRAVEL TO BE REMOVED (SURFACE OR SUBSURFACE) SHALL BE STOCKPILED AND REUSED ON SITE WHERE
SPECIFICATIONS AND DRAWINGS.
CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL COMPACTION OF THESE SOILS PERFORMED IN ACCORDANCE WITH
OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
CONTRACTOR SHALL RESTORE THE LAY-DOWN AND STAGING AREA TO ORIGINAL CONDITIONS AND TO THE SATISFACTION
APPROVE ALL SAWCUT LIMITS PRIOR TO REMOVAL TO ENSURE THAT CITY STANDARDS ARE MET.
CONSTRUCTION. SAW CUT EXISTING ASPHALT DRIVE AT LIMITS OF NEW CURBING TO OBTAIN A CLEAN EDGE. CITY SHALL
REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD JOINT OR SAW CUT TO OBTAIN A CLEAN EDGE FOR NEW
GENERAL NOTES DEMOLITION NOTES
SHEET NOTES
GUC UTILITY NOTES
300.01 METHOD OF PIPE INSTALLATION
866.01 CHAIN LINK FENCE - 4', 5' AND 6' HIGH FENCE
1205.01
CONTRACTOR TO GRADE FILL SLOPES AROUND EXISTING MANHOLES TO AVOID PONDING.
CONTROL DEVICES) AND NCDOT STANDARDS.
ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC

WALKS ARE 10' WIDE. MATCH WIDTH UNDER 10'.
PROVIDE CONSTRUCTION JOINTS IN CONCRETE WALKWAYS EVERY 10' MAXIMUM WHEN

CENTER TO CENTER ON STRIPES, AND/OR TO FACE OF CURB, UNLESS OTHERWISE NOTED.
ALL RADII DIMENSIONS ARE MEASURED TO EDGE OF PAVEMENT, TO CENTERLINE,
840.00 CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
LIST OF NCDOT ROADWAY STANDARD DRAWINGS
DESCRIPTIONSTD NO.
LIST OF CITY OF GREENVILLE STANDARD DRAWINGS
STANDARD STEPS615.01
STANDARD MANHOLE FRAME & COVER614.04
STANDARD MANHOLE FRAME & COVER614.03
STANDARD CATCH BASIN ASSEMBLY FRAME, HOOD & GRATE614.01
BRICK JUNCTION BOX WITH MANHOLE613.01
STANDARD BRICK CATCH BASIN (15" THRU 54" PIPE)610.02
STANDARD CATCH BASIN AND MANHOLE NOTES610.01
MINIMUM PARKING STANDARDS430.02
MINIMUM PARKING STANDARDS430.01
STANDARD DETAIL CURB RAMP413.03
STANDARD DETAIL CURB RAMP PLACEMENT413.02
STANDARD CROSSWALK AND CURB RAMP NOTES413.01
CONCRETE VALLEY GUTTER411.05
STANDARD CATCH BASIN FRAME 2'-0" IN CURB AND GUTTER411.03
STANDARD CURB & GUTTER411.01
OTHER NOTES
COORDINATE WITH THE ECU FACILITIES SERVICE CENTER (252-328-6776) AS NEEDED.
PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
HEREBY ARE CONSIDERED A PART OF THESE PLANS:
STANDARD DESIGN AND DETAILS", ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE
THE FOLLOWING STANDARDS AS APPEAR IN THE LATEST CITY OF GREENVILLE "MANUAL OF

BE ENCOUNTERED THAT VARY FROM THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS.
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD CONDITIONS

PRIOR TO BEGINNING CONSTRUCTION OR ORDERING MATERIALS.
FOR FIELD VERIFYING EXACT LOCATION, ORIENTATION, AND ELEVATION OF EXISTING UTILITIES
LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE

SEWER UTILITIES.
UTILITIES COMMISSION FOR ANY ADDITIONAL INFORMATION ON EXISTING WATER AND
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CITY AND GREENVILLE
AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES
OR FUTURE SURFACE AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS.
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
GRADE LINE:
OTHERWISE NOTED.
ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS, DATED 2018 UNLESS
MULTI-USE PATH AND BOARDWALKS. ALL CONSTRUCTION SHALL BE IN
THE PROJECT GENERALLY CONSISTS OF THE CONSTRUCTION OF A 10' WIDE
STATEMENT OF CONSTRUCTION
2018 SPECIFICATIONS
CITY REPRESENTATIVES PRIOR TO TREE CLEARING.
CONTRACTOR AND CLEARING CONTRACTOR TO WALK THE STAKED ALIGNMENT WITH
REPRESENTATIVES AN OPPORTUNITY TO REVIEW TREES TO BE CLEARED.
PAVEMENT EDGES PRIOR TO TREE CLEARING TO PROVIDE CITY
PRESERVATION REQUIREMENTS. CONTRACTOR TO STAKE THE PATH ALIGNMENT AND
REFER TO CONTRACT SPECIAL PROVISIONS AND NOTES ON SHEET EC-1 FOR TREE
TREE PRESERVATION:
SURVEYS HAVE BEEN PROVIDED BY RIVERS & ASSOCIATES, INC.
EXISTING SURVEYS:
SHALL CONFORM TO NCDOT 2018 STANDARD DRAWINGS FOR TRAFFIC CONTROL.
INCLUDED IN THIS PLAN SET. ALL TRAFFIC CONTROL DEVICES AND OPERATIONS
TRAFFIC CONTROL GENERAL NOTES, DETAILS, AND A LIST OF STANDARDS ARE
TRAFFIC CONTROL:
ENGINEER PRIOR TO PLACING EROSION CONTROL MEASURES.
BY THE ENGINEER IN THE FIELD. THE CONTRACTOR SHOULD CONSULT WITH THE
THE FINAL SIZE AND LOCATION OF ALL EROSION CONTROL DEVICES MAY BE ADJUSTED
EROSION CONTROL:
ADEQUATE PROJECT LIMITS, FENCING, AND SIGNAGE.
PEDESTRIAN AND BICYCLE SAFETY MUST BE MAINTAINED AT ALL TIMES BY
SAFETY:
INTERSECTION WITH TRANSITION TO 10' WIDTH OF MULTI-USE PATH.
CONTRACTOR TO ADAPT STANDARD DETAIL TO CONSTRUCT 8' MIN. DROP CURB AT
IN PLANS.
ALL CURB RAMPS IN ACCORDANCE WITH NCDOT STD 848.05, 848.06 AND DETAILS SHOWN
CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS. CONSTRUCT
CURB RAMPS
EXCEPT AS SHOWN ON THE PLANS.
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS,
MCNC/SEGRA
EAST CAROLINA UNIVERSITY (ECU)
CENTURYLINK
GREENVILLE UTILITIES COMMISSION (GUC)
UTILITY OWNERS ON THIS PROJECT ARE:
UTILITIES:
THE TYPICAL SECTIONS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON
THE MULTI-USE PATH IS TO BE SUPERELEVATED AS SHOWN ON PLAN SHEETS.
SUPERELEVATION:
BY METHOD II.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED
CLEARING:
OF 3 FEET FROM EDGE OF TRAIL OR AS DIRECTED BY THE ENGINEER.
ALL SIGNS SHALL BE MOUNTED WITH SIGN EDGE AND TO BE LOCATED A MINIMUM

SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT.
LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER
THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT

PERMISSION OF THE OWNER.
CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN
SHALL BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE
BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF
IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY
ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.
OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK.
THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS
RECORD KEEPING.
GIVEN TO THE ENGINEER AT REGULAR INTERVALS THROUGHOUT THE PROJECT FOR
ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE

AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
DRAWINGS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
SHALL BE PERFORMED IN COMPLIANCE WITH STANDARDS OF THE NCDOT STD.
TRAFFIC CONTROL FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY

REMAIN IN PLACE DURING CONSTRUCTION.
OBTAINING ALL REQUIRED PERMITS. ALL TREE PROTECTION FENCING SHALL
APPROVED BY THE CITY OF GREENVILLE. THE CONTRACTOR IS RESPONSIBLE FOR
IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SET FORTH AND
ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED

THE BEST AVAILABLE RECORD DRAWINGS.
ARE BASED ON A FIELD SURVEY PERFORMED BY RIVERS & ASSOCIATES, INC. AND
EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE,
ALL WORK MUST BE COMPLETED WITHIN EASEMENTS AND CONSTRUCTION LIMITS SHOWN.
ALL PAVEMENT MARKINGS USED FOR PROJECT SHALL BE NCDOT STANDARD THERMOPLASTIC PAVEMENT MARKINGS.
ALL TREES AND VEGETATION NOTED TO BE REMOVED SHALL BE GROUND INTO MULCH, AND STOCKPILED FOR FUTURE USE.
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFFSITE UNLESS OTHERWISE NOTED ON THIS PLAN.
PROTECTED FROM DAMAGE AND RAISED TO FLUSH WITH NEW GRADE.
CLEANOUTS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION THAT ARE TO REMAIN, SHALL BE
RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY PROVIDER(S).
ALL DEMOLITION WORK WILL BE COORDINATED BY CONTRACTOR.
REGARDING REMOVAL AND DISPOSAL OF MATERIALS AND DEBRIS.
THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL REQUIREMENTS
ANY PUBLIC STREET WITHOUT PRIOR APPROVAL FROM THE CITY AND/OR NCDOT.
THE CONTRACTOR SHALL NOT MAKE ANY LANE CLOSURES OR CHANGES TO THE EXISTING TRAVEL PATTERNS ON
THE CONTRACTOR SHALL NOTIFY THE CITY PRIOR TO STARTING WORK.
TOPS/RIMS ARE FLUSH WITH FINISHED GRADE UNLESS OTHERWISE NOTED.
ALL UTILITIES THAT ARE LOCATED WITHIN LIMITS OF DISTURBANCE SHALL BE SET SO THAT
IN COORDINATION WITH THE APPROPRIATE UTILITY, AGENCY, OR COMPANY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL EXISTING UTILITIES
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL."
EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT LOCAL UTILITIES THAT PROVIDE
AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE [phone] OR 811)
HANDLE THE FLOW REQUIREMENTS PER THE PLANS AND AS APPROVED BY GUC AND/OR ENGINEER.
THE REQUIREMENTS (INCLUDING FLOW AND REDUNDANCY) OF THE PLANS AND SPECIFICATIONS. PUMPS SHALL BE SIZED TO
TO ANY MODIFICATIONS TO THE EXISTING SANITARY SEWER. THE CONTRACTOR SHALL PROVIDE A BYPASS PUMPING MEETING
A BYPASS PUMPING PLAN SHALL BE PROVIDED TO THE ENGINEER AND GUC PERSONNEL FOR REVIEW AND APPROVIAL PRIOR
ACCEPTABLE TO GUC.
EXISTING WATER AND/OR SEWER LINES ENCOUNTERED DURING CONSTRUCTION MUST BE SUPPORTED IN A MANNER
CAROLINA DIVISION OF WATER QUALITY DUE TO SEWER SPILLS OR OVERFLOWS.
FOR ANY DAMAGES INCURRED TO THE SANITARY SEWER SYSTEM AND ANY FINES IMPOSED BY THE STATE OF NORTH
SITES ARE TO BE KEPT CLEAR AND ACCESSIBLE TO GUC PERSONNEL AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE
SURFACE WATER OR DEBRIS TO ENTER THE SANITARY SEWER SYSTERM. EXISTING MANHOLES LOCATED IN CONSTRUCTION
TAKING PLACE IN THE VICINITY OF ANY EXISTING SEWER LINES OR MANHOLES SHALL NOT CAUSE ANY INFLOW OF
ALLOWED TO ENTER THE SANITARY SEWER SYSTEM DURING FLUSHING OPERATION OR AT ANY OTHER TIME. CONSTRUCTION
FENCE POST AND ORANGE TREE PROTECTION FENCING. WATER, STONE, DIRT, OR ANY OTHER DEBRIS SHALL NOT BE
CONSTRUCTION IS TO BEGIN ON THE SITE, CONTRACTOR SHALL PROTECT ALL EXISTING SEWER MANHOLES WITH IRON
SECURED WITH STEEL CABLE. PLUG SHALL REMAIN IN PLACE UNTIL ACCEPTANCE OF LINES BY GUC. BEFORE ANY
MANHOLE UPSTREAM FROM THE POINT OF CONNECTION. PLUG SHALL BE PLACED IN THE OUTLET CONNECTION AND
SEWER STATEMENT - SEWER LINES UNDER CONSTUCTION SHALL BE PLUGGED WITH A MECHANICAL PLUG AT THE FIRST
ANY WATER OR SEWER UTILITY CONSTRUCTION.
PRECONSTRUCTION CONFERENCE - A PRECONSTRUCTION CONFERENCE WITH THE GUC IS REQUIRED BEFORE BEGINNING
REGULATIONS AND MANUAL FOR THE CONSTRUCTION OF WATER AND WASTEWATER SYSTEMS, LATEST VERSION.
STANDARDS AND SPECIFICATIONS - ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH GUC SANITARY SEWER
MAINTAIN 36" MIN COVER OVER ALL EXISTING SANITARY SEWER LINES.
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_tsh.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CONVENTIONAL SYMBOLSGREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
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M O ORE
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N ORTH CAR
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M O ORE
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SEAL
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Y D. ROBINSON, JR.*S.U.E. = Subsurface Utility Engineering
Note: Not to Scale CONVENTIONAL PLAN SHEET SYMBOLS
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Pavement Removal
Baseline Control Point
RIGHT OF WAY:
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
Proposed Control of Access
Proposed Right of Way Line
C
F
Existing Easement Line
Proposed Temporary Construction Easement
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Utility Easement
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;zvW
K
Proposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}Tp
Q
l
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
4
I
H
a
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
|
I
]
GAS:
Gas Valve
Gas Meter n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
d
o
A/G Water
Above Ground Gas Line
A/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
CONC
CONC WW
vvDrainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
WW
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
S
FLOW
WLB
EIP BECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
R
W
C
A
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
Proposed Permanent Easement with
Iron Pin and Cap Marker
Proposed Temporary Utility Easement TUE
Iron Pin and Cap Marker
Proposed Right of Way Line with
DUEProposed Permanent Drainage / Utility Easement
AUEProposed Aerial Utility Easement
CRProposed Curb Ramp Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
Concrete or Granite R/W Marker
Proposed Right of Way Line with
C
A Concrete C/A Marker
Proposed Control of Access Line with
HPBExisting Historic Property Boundary
U/G Power Line LOS B (S.U.E.*)
U/G Power Line LOS C (S.U.E.*)
U/G Power Line LOS D (S.U.E.*)
P
U/G Telephone Cable LOS B (S.U.E.*)
U/G Telephone Cable LOS C (S.U.E.*)
U/G Telephone Cable LOS D (S.U.E.*)
T
U/G Telephone Conduit LOS B (S.U.E.*)
U/G Telephone Conduit LOS C (S.U.E.*)
U/G Telephone Conduit LOS D (S.U.E.*)
TC
U/G Fiber Optics Cable LOS B (S.U.E.*)
U/G Fiber Optics Cable LOS C (S.U.E.*)
U/G Fiber Optics Cable LOS D (S.U.E.*)
T FO
U/G Water Line LOS B (S.U.E*)
U/G Water Line LOS C (S.U.E*)
U/G Water Line LOS D (S.U.E*)
W
U/G TV Cable LOS B (S.U.E.*)
U/G TV Cable LOS C (S.U.E.*)
U/G TV Cable LOS D (S.U.E.*)
TV
U/G Fiber Optic Cable LOS B (S.U.E.*)
U/G Fiber Optic Cable LOS C (S.U.E.*)
U/G Fiber Optic Cable LOS D (S.U.E.*)
TV FO
U/G Gas Line LOS B (S.U.E.*)
U/G Gas Line LOS C (S.U.E.*)
U/G Gas Line LOS D (S.U.E.*)
G
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
FSS
Utility Unknown U/G Line LOS B (S.U.E.*)
UST
Contaminated Site: Known or Potential
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Proposed Mast Arm Light
Proposed Street Light
Level A Test Holes Symbol
1B
State Line
Proposed Pedestrian Light
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_1C-1.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021EXISTING SURVEY SHEETDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
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YERFFE
M O ORE
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YERFFE
M O ORE
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SEAL
024436
A
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NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.NAD 83/NA 2011
1C-1MATCHLINE E 4TH STREET (SEE SHEET 1C-2)SCB
S
S
S
T
P
T
S
CB
18" RCPSTRANSFORMERP
P
S
24" RCP
S
SBOLLARDHH9' CONC
30" C&G
24" C&GHH63" CONCHHHH30" C&GHHHHHHHH30" C&GHH30" C&G
30" C&G
60" CONC
CONC30" C&G
E 5TH ST BSTHHCONCHHR
IPRAP6" CONC CURB30" C&G30" C&GCONCCONC
24" RCP W/
F
E
S
18"
R
C
P
W
/FES24" C&G24" C&GHHHH24" C&G
CONC24" C&G
HH24" C&G
CO
N
C
24" C&G
HHCONC30" C&G30" C&GHHHH10' CONC10' CONCRAMPHCREADE CIR BST
READE ST BST
E 4TH ST BST(PUBLIC R/W AND B/B VARIES)E. 5TH STREET8"C.I. WL (GUC)12"A.C. WL (GUC)S
SSS
4" PLASTIC GL (GUC)E-DUCT (ECU)E-DUCT (GUC)E-DUCT (GUC)SL-TV(DUCT)(FO)ECU E-DUCT6"C.I. W (GUC)6"C.I. W (GUC)16" DIP WL (GUC)6" DIP WL (GUC)
SS
SSLP
PWR
WV
TS
COMM
WV
MHSS
LP
PWR
S
CB
LP
S
MHSD
CB
CB
S
WV
TS
MHPWRICV
RAMP
HCRAMP
HC
CB
CB
WM
WM
BOX
HOT
ICV
60" OAK
CALL BOX
EMERGENCY
32" OAK
12" OAK
40" OAK
CONC
CONC
CONC PAD
MHSS
MHSS
MHSS
ICV
MHSD
L/A
PWR
TEL
ICV
CONC PADS
LP
VENT PIPE
MHSS &
LP
EL. 44.36 (NAVD88)
TBM LAG IN POLE (#2189)
9" BP
14" ORN
P.N. 25976
M.B. 27 PG. 159
D.B. 3755 PG. 483
ALEXIS ROXANNE THONEN
N/F
P.N. N/A
U.O.B. 1 PG. 15A
CONDOMINIUMS
REGENCY HOUSE
N/F
PERMANENT UTILITY EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
PERMANENT DRAINAGE EASEMENT
(M.B. 80 PG. 63)
PERMANENT UTILITY EASEMENT
(D.B. 3564 PG. 215
& M.B. 80 PG. 63)
MHSD
18" OAK
LP
TEL
PWR
LP
S
PWR
TEL
PWR
MHPWR
WV
TS
EIP
WM WM
12" DW
BST
P309
CALL BOX
EMERGENCY
BST
CONC PAD
BST
FOV ELEC VAULT
60" OAK
LP
ICV
L/A
52" OAK
P.N. 29291
M.B. 15 PG. 53
M.B. 25 PG. 175
M.B. 27 PG. 159
D.B. A40 PG. 186
D.B. U 47 PG. 511
STATE OF NORTH CAROLINA
N/F
LP PWR
FOV
POLE
CAMERA
S
PWR
ICV
VAULT
UTILITY
PP
PERMANENT DRAINAGE EASEMENT
(M.B. 80 PG. 63)20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)
PERMANENT UTILITY EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
CO
PERMANENT DRAINAGE EASEMENT
(M.B. 80 PG. 63)
MHSD
LP
FOV
ECON PWR
COMM
30" ORN
LP
L/A
LP
CB
TEL
S
S
TSP
RAMP
HC
TMH
WV
RAMP
HC
WMWV
LP
TEL
MHPWR WV
MHSD
MHSS
MHSD CB
WV
WV
MHPWR
TMH RAMP
HC
MHSD
RAMP
HC TSP
FO CAB
ELEC &
CLUSTER
CM
CLUSTER
CM
FOM
TSB
PWR
S
DI
EIPEXISTING R/WEXISTING R/WEXISTING R/WR/WEXISTINGP327
P310
18" RCP15" RCP18" RCP(M.B. 20 PG. 70)(60' PUBLIC R/W; B/B VARIES)E. 4TH STREET
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_1C-2.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021EXISTING SURVEY SHEETDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
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.
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YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.NAD 83/NA 2011
1C-2MATCHLINE E 4TH STREET (SEE SHEET 1C-1)MATCHLINE -G3- STA 18+50 (SEE SHEET 1C-3)
P CONC WALKS L/ABOLLARD
P
T
SBOLLARDCONCCONC30" C&G30" C&G24" C&G
24" C&G
24" C&GBST24" C&G2
4" C&G2
4" C&G24" C&G 24" C&GCONCCONCHHHHE 4TH ST BSTE 3RD ST BSTBOLLARD
WALK
CONC
SSECU
(DUCT
)(FO
)
E
-DUCT
(ECU
)ECU (DUCT)(FO)E-DUCT (ECU)E-DUCT (ECU)ECU (DUCT)(FO)
ECU (FO)(DUCT)
E-DUCT (ECU)E-DUCT (ECU)E-DUCT (GUC)CL T-DUCTECU E-DUCT
ECU (DUCT)(FO)(M.B. 20 PG. 66)(60' PUBLIC R/W; B/B VARIES)E. 3RD STREET12" ORN
14" ORN
12" ORN
L/A
EL. 34.84 (NAVD88)
TBM TOP OF HYD. (#1862)
PERMANENT DRAINAGE EASEMENT
& CULVERT
CONC HW
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
PERMANENT UTILITY EASEMENT
(D.B. 3564 PG. 215)
S
CONC
P313
CONC PAD FOV
FOV
WV
FH
WV
BST
BST
BST
P.N. 29290
M.B. 15 PG. 52
M.B. 20 PG. 70
D.B. K38 PG. 712
D.B. A40 PG. 186
STATE OF NORTH CAROLINA
N/F
BST
MHPWR
LP
L/A
18" ORN
S
MHSS
BST
LP
(M.B. 20 PG. 66)
18" OAK 12" OAK
CONC BASE
L/A
LP PWR
COMM
L/A
30" OAK
CONC BASE
LP
L/A
21" OAK 21" OAK 24" OAK
CB
MHSD
12" ORN
LIGHTING CAB.
12" ORN
LP
12" ORN
TMH
MHPWR
12" ORN
VAULTS
WATER
LP
WV
WV
WV
MHSS
LP
PAD
CONC
S
18" ORN
MHSD
TRANSFORMER
LIGHTING CAB
CONC PAD
MHSD
EIR
EASEMENT
20' SANITARY SEWER
EXISTING R/WEXISTING R/WEXISTING R/WL/A
INVERT UNKNOWN
CAMERA
SECURITY(M.B. 20 PG. 70)(60' PUBLIC R/W; B/B VARIES)E. 4TH STREET
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_1C-3.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021EXISTING SURVEY SHEETDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
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SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.NAD 83/NA 2011
1C-3
MATCHLINE -G3- STA 18+50 (SEE SHEET 1C-2)MATCHLINE -G3- STA 23+00 (SEE SHEET 1C-4)S
S CBCBCBCBSP
72" CHL
72" CHL
& CULVERT
CONC HW
& CULVERT
CONC HW GVR
IPR
A
PR
IPRA
P
RIPRAPCONCCONC
HH20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)8"D.I.P WL (GUC)3/4" PLASTIC GL (GUC)2" PLASTIC GL (GUC)E-DUCT (GUC)E-DUCT (EMPTY) (GUC)100 AND 500 YEAR FLOOD BOUNDARY SCALED
FROM FEMA FIRM EFFECTIVE JULY 7, 2014
100 AND 500 YEAR FLOOD BOUNDARY SCALED
FROM FEMA FIRM EFFECTIVE JULY 7, 2014
P.N. 16488
D.B. 936 PG. 698
G. MONTAQUILA
ROBERT T. MONTAQUILA AND WIFE, LUCY
N/F
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
PERMANENT UTILITY EASEMENT
(M.B. 80 PG. 63)
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
MHSD
MHSS
P.N. 26996
M.B. 27 PG. 168
M.B. 20 PG. 69
D.B. 3484 PG. 240
CAROLINA TRUSTEES
EPISCOPAL DIOCESE OF EAST
N/F
P314
PWR
LP MHPWR
MHSD
TRANSFORMER
RIPRAP
15" GUM
42" SYC
P.N. 26144
D.B. 3606 PG. 780
BROWN & BROWN OF CAROLINA, LLC
N/F
M.B. 22 PG. 85
SECOND STREET APARTMENTS
P.N. 26145
D.B. 2296 PG. 41
ERIC PAYNE
N/F
HVAC
1SBKDUPLEX
HVAC
MHSS
MHSD
RIPRAPRIPRAP
20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)EXISTING R/WMHSS
EIP
EIP
36" PECANEXISTING R/WNOT VISIBLE
END OF PIPE
P.N. 29282
M.B. 20 PG. 66
D.B. A 40 PG. 186
STATE OF NORTH CAROLINA
N/F
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_1C-4.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021EXISTING SURVEY SHEETDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.NAD 83/NA 2011
1C-4MATCHLINE -G3- STA 23+00 (SEE SHEET 1C-3)18" RCPWVSS
P
15" HDPE15" CMP8" LST24" HDPE72" CHL
7
2" CHLCB
CBCONC HEAD WALLRI
PRAP30" C&G30" C&G24" C&G
24" C&GCONC30" C&GE 2ND ST BSTE 1ST ST BST(M.B. 20 PG. 66)(80' PUBLIC R/W; 60' B/B)E. 1ST STREET8"C.I. W (GUC)2" PLASTIC WL (GUC)8" C.I. WL (GUC)8" C.I. WL (GUC)2" PLASTIC GL (GUC)SS
3/4" PLASTI
C
GL
(GUC)GUC E-DUCT100 AND 500 YEAR FLOOD BOUNDARY SCALED
FROM FEMA FIRM EFFECTIVE JULY 7, 2014
24" SYC
14" ELM
15" PECAN
30" ELM
12" TWIN ELM
24" TWIN ELM
12" HICKORY
M.B. 22 PG. 85
SECOND STREET APARTMENTS
15" HICKORY
MHSS
MHSS
14" SYC
15" TWIN BEECH
8' DRAINAGE EASEMENT
(M.B. 22 PG. 85)
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)
EIP
EIP
P322
CONC
U/C
MHSS
CONC
P.N. 29282
M.B. 20 PG. 66
D.B. A 40 PG. 186
STATE OF NORTH CAROLINA
N/F
FROM FEMA FIRM EFFECTIVE JULY 7, 2014
100 AND 500 YEAR FLOOD BOUNDARY SCALED
14" HICKORY
20" ELM
12" TWIN GUM
21" SYC
RIPRAP
RIPRAP
30" TWIN ELM
15" ELM
12" HICKORY
21" SYC
12" ELM 27" TRIPLE SYC
18" HICKORY
12" GUM14" GUM12" GUM
14" GUM
12" SYC 20" TWIN SYC
24" GUM
RIP
R
AP
ABAND POLE
12" ELM
MHPWR
SB
1SBKDUPLEX
12" HICKORY
12" ELM
24" ELM
21" PECAN
PP/LP
EL. 34.57 (NAVD88)
TBM LAG IN POLE (#2188)
42" HICKORY
P.N. 21948
M.B. 15 PG. 89
D.B. 3867 PG. 838
D.B. 3317 PG. 37
THE DEVELOPMENT TRUST, LLC
N/F
CONC
EIP
P.N. 85999
M.B. 15 PG. 89
D.B. 3866 PG. 429
THE DEVELOPMENT TRUST, LLC
N/F
18" GUM 12" GUM
20" HICKORY
15" GUM 18" SYC
20" GUM
24" GUM
12" TWIN GUM
32" OAK
M.B. 1 PG. 131
LANG PROPERTY
36" OAK 12" HICKORY
HICKORY
15" TRIPLE
15" TWIN HICKORY
20" HICKORY
HVAC
P.N. 04585
D.B. 3324 PG. 247
JIM BLOUNT PROPERTIES, LLC
N/F1SFDUPLEX
GRAVEL
SAT
MHSS
MHSDEXISTING R/WEXISTING R/WLP
P.N. 23797
M.B. 84 PG. 37
D.B. 3785 PG. 116
CITY OF GREENVILLE
N/F
LPM.B. 22 PG. 85)(PUBLIC R/W; M.B. 1 PG. 131, E. 2ND STREETCONC
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_typ.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, TYPICAL SECTIONS90% Plans
05-14-2021GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
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LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.TYPICAL SECTION NO. 1
THIS LINE
GRADE TO
0.02
S
10'2'
GROUND
EXISTING
3:1
CL
POINT
GRADE
2'
1
NOTE
SEE
EXIST
CURB
EXIST
RETAIN
2'
U
R1
D1
EXISTING PAVEMENTU
PAVEMENT SCHEDULE
E1
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROPOSED APPROX 4" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE I19.OC,
S
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO LAYERS
PROPOSED APPROX 3" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B,
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROPOSED APPROX 4" ASPHALT CONCRETE BASE COURSE TYPE B25.0C,
PROPOSED 2'-0" CONCRETE CURB & GUTTER
PROPOSED 6" CONCRETE PATH
GROUND
EXISTING
3:1 D1
E1
R1
6"
2'
2A-1MATCHLINE CTYPICAL SECTION NO. 1A TYPICAL SECTION NO. 1BMATCHLINE B-G1-, -G3- (TOWN COMMON CONNECTOR GREENWAY)
THIS LINE
GRADE TO
0.02
S
10'2'
GROUND
EXISTING
3:1CL
POINT
GRADE
2'
1
NOTE
SEE
GROUND
EXISTING
3:1D1
E1
R1
6"
2'
TYPICAL SECTION NO. 2B
TYPICAL SECTION NO. 2
-G2- (TOWN COMMON CONNECTOR GREENWAY)MATCHLINE ATYPICAL SECTION NO. 2AMATCHLINE BMATCHLINE BRAILING
0.020.08
0.080.02
TYPICAL SECTION NO. 3
10'
CL -G3- (TOWN COMMON CONNECTOR GREENWAY)
POINT
GRADE
SEE STRUCTURES PLANS
10' WIDE BOARDWALK
-G1- STA 10+79.37 TO STA 11+62.14MATCHLINE A OR C-G3- STA 23+39.97 TO STA 24+21.21
-G1- STA 10+17.00 TO STA 10+79.37
-G3- STA 27+10.97 TO STA 27+31.28
-G3- STA 19+84.56 TO STA 25+17.60
-G1- STA 10+17.00 TO STA 11+62.14
-G3- STA 25+17.60 TO STA 27+10.97
-G2- STA 13+50.00 TO STA 17+08.46
-G2- STA 13+91.72 TO STA 16+82.09 -G2- STA 13+83.00 TO STA 14+50.00
C1
C1
C1
TYPICAL SECTION NO. 1C
-G3- STA 23+20.00 TO STA 24+25.00
0.08
2'
3:1
GROUND
EXISTING MATCHLINE DT EARTH MATERIAL
MIN
1'
MIN
1'
GROUND
EXISTING1:1
1:1
T
T
DRAINAGE TOWARD C&G IN PARKING LOT PAVEMENT
6. INSTALL 2'-0" C&G FLUSH TO CONCRETE PATH. ENSURE POSITIVE
5. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
4. SEE CROSS-SECTIONS FOR CROSS-SLOPES AND CUT AND FILL SLOPES.
3. SEE PLANS FOR RETAINING WALL LOCATIONS.
PAVEMENT TO PROVIDE 1' MINIMUM WIDTH OF FULL DEPTH PAVEMENT.
2. ADJACENT TO PROPOSED CURB, SAWCUT AND REMOVE EXIST ASPHALT
1. SEE PLANS FOR SPECIFIC PATH LOCATIONS.
NOTES:
SEE NOTES 2 & 6
SEE NOTES 2 & 6
VAR 2'-32.72'
SHEET W-1
ENVELOPE
SEE RETAINING WALL
HEIGHT VARIES
0.02MATCHLINE A, OR DMATCHLINE BS
5'MATCHLINE A5'
S
0.02
0.02
SEE DETAIL 2, SHEET L-201
PEDESTRIAN RAILING
3
NOTE
SEE
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_typ.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, 90% Plans
05-14-2021GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.1' - 6''
2 CONNECTION AT HANDHOLE
TYPICAL STREET LIGHT CONDUIT
PROPOSED 2-2" PVC CONDUIT
KIMLEY-HORN AND ASSOCIATES, INC.
(OR APPROVED EQUAL)
QUAZITE COVER: PG1324BA18
QUAZITE BOX: PG1324HA0017
PROPOSED HANDHOLE
KIMLEY-HORN
1
CURB RAMP DETAILS
CONCRETE MULTI-USE PATH CURB RAMP
NCDOT
PROPOSED 10' MULTI-USE PATH
2A-2 MISCELLANEOUS DETAILSDD DD
CL
BOLLARD
HINGED
3.0'DDMIN.DHI-VISIBILITY YELLOW
STEEL BOX PAINT
2"x4"x1/4" CHANNEL
DDDFOR ANCHOR BOLTS
…" STEEL BASE PLATE-DRILLED
DBOLTS-D. 12"
…" DIA ANCHORD
CONCRETE FOOTING
CAST IN PLACE
DDDDDD2"D1"D2"D1"D

D

D
DD2"DD2"4"2"2"DD•"
2"1"
D
2"2"
2•"
1'1'
BOLLARD
DESIGN AS APPROVED BY THE CITY.
* CONTRACTOR MAY PROVIDE ALTERNATE BOLLARD
HINGED BOLLARD*
NO SCALE
1" DIA STEEL ROD HINGE PIN
HOLE, DRILLED FOR PADLOCK HASP
ƒ" DIA STEEL ROD LOCKING LUG
WELDED CAP

2"D2'-6"TREATED WOOD BOLLARD
FINISHED GRADE
6"18"6"18"6"REFLECTOR, 2 PER BOLLARD
2"x4" RED RECTANGULAR METAL
CONCRETE FOOTING
@ 3600 PSI
6" OF #5 WASHED STONE3'-0"SUBGRADE
CHROMATED COPPER ARSENATE @ NET RETENTION
ALL WOOD SHALL BE PRESSURE TREATED WITH
OF 0.40 LBS/C.F. WOOD SHALL BE DRIED
1.
AFTER TREATMENT.
NOTES
1" SLOPE
JOB NO.
STD. NO.
SHEET
OF
REVISIONS
DATE:
SCALE:
BOLLARD DETAIL
NTS
GREENVILLE RECREATION
PARK AND RECREATION
1
1
PERMANENT WOOD
10.05P
MAY, 2009DATE:
6"X6"X5.5' PRESSURE
D
BY PEDESTRIAN RAILING OR FENCING.
WILL NOT BE REQUIRED WHERE MOTOR VEHICLE ACCESS IS PREVENTED
4. REFER TO PLANS FOR LOCATIONS OF WOOD BOLLARDS. WOOD BOLLARDS
3. BOLLARD AND SIGNS TO BE INSTALLED BY THE CONTRACTOR.
OF 5 FEET.
2. BOLLARD PLACEMENT OFFSET FROM INTERSECTIONS IS A MINIMUM
1. BOLLARD POSTS AT INTERSECTIONS TO BE REFLECTORIZED.
BOLLARD NOTES:
TYPICAL BOLLARD PLACEMENT AT ENTRANCE
5'5'1'1'
OR STEEL BOLLARD
(YELLOW PINE)
BOLLARD
WOOD
BOLLARD
WOOD
WOOD BOLLARD
#848.05/#848.06 (CURB RAMP) APPLY.
ALL REQUIREMENTS OF NCDOT STANDARD DRAWING
TRANSITION
5' CURB
10' DROP CURB
TRANSITION
5' CURB
10'
SCORED CONTRACTION JOINT
2%
MAX
8.33%
2%
2%
CONCRETE PATH
MULTI-USE
CONCRETE PATH
MULTI-USE
CONCRETE PATH
MULTI-USE
RAMP
CURB
CONC.
SEE NOTE 2
TO EXISTING CURB AND GUTTER
TIE PROPOSED CURB RAMP
CURB AND RAMP
TRANSITION TAPER FOR
EXPANSION JOINT
EXPANSION JOINT
"CONCRETE MULTI-USE PATH CURB RAMP"
PRICE PER EACH:
3. CONCRETE MULTI-USE PATH CURB RAMPS WILL BE PAID FOR AT THE CONTRACT UNIT
ON THE PLANS.
2. DETECTABLE DOMES SHALL ONLY BE PROVIDED ON CURB RAMPS AS SHOWN AND NOTED
AND A 70% CONTRASTING COLOR TO THE SIDEWALK.
1. CONSTRUCT THE WALKING SURFACE OF THE DETECTABLE DOMES WITH SLIP RESISTANCE
NOTES:
3
BOLLARD DETAILS
4' M
IN
4' MINR=1' (TYP)
1
10' MULT
I
-USE
PATH
10'(TYP
)
10'(TYP)
2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS.
1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
PAVEMENT MARKING NOTES:
T11 - THERMOPLASTIC (4" YELLOW, 90 MILS) YELLOW SINGLE CENTER
PAVEMENT MARKING LINES & SYMBOLS:
PAVEMENT MARKINGS DETAIL
TYPICAL BOLLARD
10'
T11 3'2'FINISHED GRADEDDAA
SECTION A-A
MULTI-USE PATHMULTI-USE PATH
DEPRESSED 2'-6"
CURB & GUTTER
DETECTABLE WARNING
SURFACE (TYP)
1/2" EXPANSION
JOINT (TYP)
2
1
3
6"W X 12"D CONCRETE CURB
1/2" EXPANSION
JOINT (TYP)
1/2" EXPANSION
JOINT (TYP)
DEPRESSED 2'-6"
CURB & GUTTER
SURFACE (TYP)
DETECTABLE WARNING
CONCRETE CURB
6"W X 12"D
JOINT (TYP)
1/2" EXPANSION
JOINT (TYP)
1/2" EXPANSION
2
3
1
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_typ.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, 90% Plans
05-14-2021GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
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ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.1.5:1 (H:V) OR FLATTER CUT SLOPE
IF NECCESSARY*
5' OVERLAP MIN
FOR ROCK PLATING
GEOTEXTILE
2'
EXISTING GROUND
0.02
EXISTING GROUND
(TOP OF SLOPE)
SLOPE STAKE POINT
CONSTRUCTION LIMIT
* SEE GEOTEXTILE OVERLAP DETAIL
1' THICK CLASS B RIP RAP
3
ROCK PLATING FOR STRUCTURES EXCAVATION
KIMLEY-HORN
NOTES:
2A-3 MISCELLANEOUS DETAILSN
O
T
E 3
S
E
E
TIMBER BOARDWALK
3. ENSURE ROCK PLATING IS AT LEAST 6" FREE AND CLEAR FROM TIMBER BOARDWALK CAP BEAMS/PEDESTRIAN RAIL
2. FOR STANDARD ROCK PLATING, SEE SECTION 275 OF THE STANDARD SPECIFICATIONS.
1. SEE ROADWAY PLANS FOR ROCK PLATING LOCATIONS.
SLOPE STAKE POINT
SEE SHEET S-2
ELEVATION
EXCAVATION
STRUCTURES
CB
P
S
CB
18" RCPSTRANSFORMERS
24" RCP
S
BOLLARD63" CONCHHHH30" C&GHHHHHHHH30" C&GHHE 5TH ST BSTCONCHHR
IPRAP6" CONC CURB30" C&G30" C&GCONCCONC
24" RCP W/
F
E
S
18"
R
C
P
W
/FES24" C&G24" C&GHHHH24" C&G
CONC24" C&G
HH24" C&G
C
O
N
C
24" C&G
HHCONC30" C&G30" C&GHHHH10' CONCRAMPHCE 4TH ST BST(PUBLIC R/W AND B/B VARIES)E. 5TH STREET8"C.I. WL (GUC)S
SSS
4" PLASTIC GL (GUC)E-DUCT (ECU)SL-TV(DUCT)(FO)ECU E-DUCT6"C.I. W (GUC)16" DIP WL (GUC)6" DIP WL (GUC)
SS
SSLP
PWR
WV
TS
COMM
WV
MHSS
LP
PWR
S
CB
LP
S
MHSD
CB
CB
S
TS
MHPWRICV
RAMP
HCRAMP
HC
CB
CB
WM
WM
BOX
HOT
ICV
60" OAK
CALL BOX
EMERGENCY
32" OAK
12" OAK
40" OAK
CONC
CONC
CONC PAD
MHSS
MHSS
MHSS
ICV
MHSD
L/A
PWR
TEL
ICV
CONC PADS
LP
VENT PIPE
MHSS &
LP
EL. 44.36 (NAVD88)
TBM LAG IN POLE (#2189)
9" BP
14" ORN
PERMANENT UTILITY EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
PERMANENT DRAINAGE EASEMENT
(M.B. 80 PG. 63)
PERMANENT UTILITY EASEMENT
(D.B. 3564 PG. 215
& M.B. 80 PG. 63)
18" OAK
LP
TEL
PWR
LP
S
PWR
TEL
PWR
MHPWR
WV
TS
WM WM
12" DW
BST
CALL BOX
EMERGENCY
BST
CONC PAD
BST
FOV ELEC VAULT
60" OAK
LP
ICV
L/A
52" OAK
P.N. 29291
M.B. 15 PG. 53
M.B. 25 PG. 175
M.B. 27 PG. 159
D.B. A40 PG. 186
D.B. U 47 PG. 511
STATE OF NORTH CAROLINA
N/F
LP PWR
FOV
POLE
CAMERA
S
PWR
ICV
VAULT
UTILITY
PP
PERMANENT DRAINAGE EASEMENT
(M.B. 80 PG. 63)20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)
PERMANENT UTILITY EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
CO
PERMANENT DRAINAGE EASEMENT
(M.B. 80 PG. 63)
MHSD
LP
FOV
ECON PWR
COMM
DIEXISTING R/W18" RCP15" RCP18" RCP(M.B. 20 PG. 70)(60' PUBLIC R/W; B/B VARIES)E. 4TH STREET1
-G1-5/14/2021DATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEK:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_4.dgnASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, HORIZ
010 20
90% PLANS
05-14-2021
VERT
0 52.5 PLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021GREENWAY PROJECTTOWN COMMON CONNECTORDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.PLAN AND PROFILE SHEETSGREENWAYNAD 83/NA 2011
40
25
30
35
45
50
55
4
60
40
25
30
35
45
50
55
60
10 11 12
TRANSITION TO MATCH EXIST WHERE APPLICABLE
TIE TO EXIST CURB & GUTTER AT NEAREST JOINT1
ADJUSTMENT OF VALVE OR METER BOX
ADJUSTMENT OF MANHOLE
2
3
4
NOTES:
AND ADA COMPLIANCE
TIE FLUSH TO EXIST SIDEWALK AND ENSURE CODE
20 20
5 RETAIN EXIST CURB & GUTTER AND/OR SIDEWALK
-G1-MATCHLINE E 4TH STREET (SEE SHEET 5)T72 - THERMOPLASTIC STRAIGHT ARROW (90 MIL)
T70 - THERMOPLASTIC LEFT TURN ARROW (90 MIL)
T62 - THERMOPLASTIC (24" WHITE, 90 MILS) WHITE CROSSWALK LINE
T1 - THERMOPLASTIC (4" WHITE, 90 MILS) WHITE EDGE LINE
PAVEMENT MARKING LINES & SYMBOLS:
DIRECTED BY CITY.
6. RETAIN ALL OTHER EXISTING SIGNS NOT SHOWN ON SIGNING PLAN UNLESS OTHERWISE
GREENVILLE TO USE AT THEIR DISCRETION.
5. CONTRACTOR TO STOCKPILE ANY REMOVED SIGNS AND PARKING SIGNS FOR CITY OF
4. DO NOT PLACE PAVEMENT MARKINGS WITHIN CROSSWALKS UNLESS NOTED.
WITH PROPOSED.
3. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS AND/OR SYMBOLS IN CONFLICT
2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS.
1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
SIGNING AND PAVEMENT MARKING NOTES:
PI = 10+38.00
EL = 44.63'
(+)5.3810%
VC = 30'
TIE TO EXIST
ELEV = 43.50'
-G1- STA 10+17.00
BEGIN GRADE
GRADE
PROPOSED
GROUND
EXISTING
TIE TO EXIST
ELEV = 46.71'
-G1- STA 11+62.14
END GRADE
PI = 11+44.00
EL = 47.46'
(+)2.6698%
(-
)4
.1345%
VC = 35'
-G1-
CR
-G1- POT Sta. 10+00.00
-G1- PC Sta. 10+25.82
-G1- PT Sta. 10+48.66
-G1- PC Sta. 10+58.65
-G1- PT Sta. 10+79.37
-G1- PC Sta. 11+00.97
-G1- PT Sta. 11+48.42
-G1- PI Sta. 11+67.00
-G1- PRC Sta. 11+23.79
D
PI Sta 10+69.03
L = 20.72'
T = 10.38'
R = 150.00'
D
PI Sta 10+37.44
L = 22.85'
T = 11.63'
R = 50.00'
D
PI Sta 11+12.39
L = 22.81'
T = 11.42'
R = 200.00'
D
PI Sta 11+36.16
L = 24.63'
T = 12.38'
R = 100.00'
-G1-
10
4' R
17' R
-G1-
BEGIN CONSTRUCTION
-G1- STA. 10+17.00
GREENWAY
TOWN COMMON CONNECTOR
BEGIN PROJECT G
2
' C&G
OAK TREE
DO NOT DISTURB
OAK TREE
DO NOT DISTURB
OAK TREE
DO NOT DISTURB
2
1
+48.6602+40023.3:1
2
RETAIN EXIST PAVEMENT MARKINGS
THE ADDITION OF PARKING BUMPERS
TO "COMPACT" PARKING SPACES WITH
PARKING SPACES TO BE CONVERTED
+
17
E
XIS
T
DO NOT DISTURB POLE E 4TH STE 5TH ST5
5
5
1
CR
2
OAK TREE
DISTURB
DO NOT
-G1- STA 10+79.37
REMOVE EXIST C&G
BEGIN 2' C&G
-G1- STA 11+62.14
REMOVE EXIST C&G
END 2' C&G
CONCRETE PATH
REMOVE EXIST
ON BACK OF CURB
MULTI-USE PATH
10'-WIDE CONCRETE
20'R
POWER HANDHOLE
DO NOT DISTURB
PARKING CURB (TYP)
6' PRECAST CONCRETE
T62
TYP
2
.3'TYP
17.5' R
-G2- POT Sta. 13+00.00 (50.00' RT)
-G1- POT Sta. 11+73.53 =
F
F
F
S L/ABOLLARD
P
T
SBOLLARDCONCCONC30" C&G24" C&G
24" C&GBST24" C&G2
4" C&G2
4" C&G24" C&G 24" C&GCONCCONCHHHHE 4TH ST BSTE 3RD ST BSTBOLLARD
WALK
CONC
SSSSECU
(DUCT
)
(FO
)
E
-DUCT
(ECU
)ECU (DUCT)(FO)E-DUCT (ECU)E-DUCT (ECU)ECU (DUCT)(FO)
ECU (FO)(DUCT)
E-DUCT (ECU)E-DUCT (ECU)E-DUCT (GUC)CL T-DUCTECU E-DUCT
ECU (DUCT)(FO)(M.B. 20 PG. 66)(60' PUBLIC R/W; B/B VARIES)E. 3RD STREET12" ORN
14" ORN
12" ORN
L/A
EL. 34.84 (NAVD88)
TBM TOP OF HYD. (#1862)
PERMANENT DRAINAGE EASEMENT
& CULVERT
CONC HW
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
(M.B. 80 PG. 63)PERMANENT UTILITY EASEMENT
PERMANENT UTILITY EASEMENT
(D.B. 3564 PG. 215)
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
S
CONC
CONC PAD FOV
FOV
WV
FH
WV
BST
BST
BST
P.N. 29290
M.B. 15 PG. 52
M.B. 20 PG. 70
D.B. K38 PG. 712
D.B. A40 PG. 186
STATE OF NORTH CAROLINA
N/F
MHSS
BST
MHSS
BST
LP
(M.B. 20 PG. 66)
18" OAK 12" OAK
CONC BASE
L/A
LP PWR
COMM
L/A
30" OAK
CONC BASE
LP
L/A
21" OAK 21" OAK 24" OAK
CB
MHSD
12" ORN
LIGHTING CAB.
12" ORN
LP
12" ORN
TMH
MHPWR
12" ORN
VAULTS
WATER
LP
WV
WV
WV
MHSS
LP
PAD
CONC
S
18" ORN
MHSD
TRANSFORMER
LIGHTING CAB
CONC PAD
MHSD
EIR
20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)
EASEMENT
20' SANITARY SEWER
EXISTING R/WEXISTING R/WEXISTING R/WNOT VISIBLE
END OF PIPE
L/A
INVERT UNKNOWN
CAMERA
SECURITY(M.B. 20 PG. 70)(60' PUBLIC R/W; B/B VARIES)E. 4TH STREET2
-G2--G3--G2-5/14/2021DATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEK:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_5.dgnASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, HORIZ
010 20
90% PLANS
05-14-2021
VERT
0 52.5 PLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021GREENWAY PROJECTTOWN COMMON CONNECTORDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.PLAN AND PROFILE SHEETSGREENWAYNAD 83
14 15 16 17
40
45
50
55
60
35
30
25
40
45
50
55
60
35
30
25
513
2020
TRANSITION TO MATCH EXIST WHERE APPLICABLE
TIE TO EXIST CURB & GUTTER AT NEAREST JOINT1
ADJUSTMENT OF VALVE OR METER BOX
ADJUSTMENT OF MANHOLE
2
3
4
NOTES:
AND ADA COMPLIANCE
TIE FLUSH TO EXIST SIDEWALK AND ENSURE CODE
5 RETAIN EXIST CURB & GUTTER AND/OR SIDEWALK
-G2-ADDITIONAL PIPE PROFILES
SEE SHEET 8 FOR MATCHLINE E 4TH STREET (SEE SHEET 4)(SEE SHEET 6)
MATCHLINE -G3- STA 18+50
T72 - THERMOPLASTIC STRAIGHT ARROW (90 MIL)
T70 - THERMOPLASTIC LEFT TURN ARROW (90 MIL)
T62 - THERMOPLASTIC (24" WHITE, 90 MILS) WHITE CROSSWALK LINE
T1 - THERMOPLASTIC (4" WHITE, 90 MILS) WHITE EDGE LINE
PAVEMENT MARKING LINES & SYMBOLS:
DIRECTED BY CITY.
6. RETAIN ALL OTHER EXISTING SIGNS NOT SHOWN ON SIGNING PLAN UNLESS OTHERWISE
GREENVILLE TO USE AT THEIR DISCRETION.
5. CONTRACTOR TO STOCKPILE ANY REMOVED SIGNS AND PARKING SIGNS FOR CITY OF
4. DO NOT PLACE PAVEMENT MARKINGS WITHIN CROSSWALKS UNLESS NOTED.
WITH PROPOSED.
3. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS AND/OR SYMBOLS IN CONFLICT
2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS.
1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
SIGNING AND PAVEMENT MARKING NOTES:
0501
0502
0503 0504
0505
0506
MH
TO JB W/
CONVERT CB
18" RCP
EXISTING
RETAIN
EXIST BOX
TIE TO
15" RCP-IV
15" RCP-IV
O
PI = 14+40.00
EL = 41.20'
(-)3
.2667%(-)6.3279%
VC = 30'
PI = 15+62.00
EL = 33.48'(-)6.3279%
(-)0.6964%
VC = 40'
GRADE
PROPOSED
GROUND
EXISTING
TIE TO EXIST
ELEV = 44.14'
-G2- STA 13+50.00
BEGIN GRADE
TIE TO EXIST
ELEV = 32.46'
-G2- STA 17+08.46
END GRADE
RCP @ 5.9%
104 LF OF 15"
0504
CB
RCP @ 1.5%
62 LF OF 15"
RCP @ 1.2%
48 LF OF 15"
0503
CB0502
CB
0501
CB
INV IN: 29.02
PROP 15" RCPINV OUT: 36.47RIM: 39.47COG STD. 610.02PROPOSED CBINV OUT: 30.22INV IN: 30.22RIM: 33.22COG STD. 610.02PROPOSED CBINV OUT: 29.02RIM: 32.02COG STD. 610.02PROPOSED CBINV IN: 28.4INV IN: 29.25RIM: 32.25COG STD. 610.02PROPOSED CBINV OUT: 28.4
PROP 15" RCP
RETAIN
RETAIN
PROPOSED CB
PROPOSED CB
15" RCP
RETAIN EXISTING
PROPOSED CB PROPOSED CB
PROPOSED CB
15" RCP-I
V
15" RCP-IV
15" RCP-IV
CR
CR
CR15-G2-
D
PI Sta 13+82.59
L = 87.54'
T = 56.16'
R = 55.00'
D
PI Sta 14+64.10
L = 27.68'
T = 14.20'
R = 50.00'
D
PI Sta 15+68.26
L = 27.11'
T = 13.90'
R = 50.00'
-G2- PC Sta. 13+26.43
-G2- PT Sta. 14+77.57
-G2- PT Sta. 15+81.47
-G2- PC Sta. 15+54.36
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
6.5' R
6' R
18' R
-G2--G3-2' C&G2' C&G
2'
C
&G2' C&G-G2- STA 13+72
BEGIN 2' C&G
1
2
2
+7502TYP02
2' R
2'-6" C&GCLOSE EXIST DRIVEWAY
2
1 1
DO NOT DISTURB TREES
-G2- PI Sta. 17+13.51
GRADE TO DRAIN
+08.46EXISTE 3RD ST1
5
1
PROP GAZEBO LOCATIONE 4TH ST5
5
5
55
1 1
1
2
2
2
-W1- PI Sta. 10+26.88
-G2- POT Sta. 17+60.00
-G2- POT Sta. 12+80.00
T1
T1
T1
T1
TO "COMPACT" PARKING SPACE
PARKING SPACE TO BE CONVERTED
SEE LANDSCAPE PLANS
LANDSCAPED ISLAND
REMOVE AND REPLACE
2'
C
&G
SEE LANDSCAPE PLANS
LANDSCAPED ISLAND
REMOVE AND REPLACE
SEE LANDSCAPE PLANS FOR PLANTING DETAIL
DO NOT DISTURB TREE
REMOVE EXIST C&G
ON BACK OF PROP C&G
MULTI-USE PATH
10'-WIDE CONCRETE
T1
REMOVE TREE
REMOVE CONCRETE BASE
BASE
CONCRETE
REMOVE
T72
T72
T70
T1
-G2-
SECURITY CAMERA
DO NOT DISTURB
CONSULT WITH ECU
PRUNE ROOTS AS NECCESSARY
DO NOT DISTURB TREE
RESTRIPE PARKING
TREE TO BE RELOCATED BY ECU
LIGHTING CABINET
DO NOT DISTURB
HANDHOLES
DO NOT DISTURB
TYP
8.5'
TYP
8.5'
TYP9'TYP9'
TYP
TYP
19'
TYP
19'
TYP TYP
2.3'TYP1
9'TYPTYP2.
3'
TYP
TYP
2.5'18.5' TYPTYPTYP
18.5'
TYP
9'
6' PRECAST CONCRETE PARKING CURB (TYP)
PARKING CURB (TYP)
6' PRECAST CONCRETE
T62
T62
-G1- POT Sta. 11+73.53 (50.00' RT)
-G2- POT Sta. 13+00.00 =
-G2- PC Sta. 14+49.89 (7.50' RT)
-W1- POT Sta. 10+89.16 =
END HANDRAIL
END RETAINING WALL #1
-G2- PT Sta. 14+13.97 (7.50' RT)
-W1- PI Sta. 10+53.24 =
-G2- Sta. 13+83.00 (32.72' RT)
-W1- POT Sta. 10+00.00 =
BEGIN HANDRAIL
BEGIN RETAINING WALL #1
-G2- POT Sta. 17+14.34 (50.00' LT)
-G3- POT Sta. 18+00.00 =
-G3- POT Sta. 18+21.17 (50.00' RT)
-G2- POT Sta. 17+35.51 =
-G2- STA 16+93.28 (48.23' LT)
END 2' C&G
02
ASPHALT MIN. 1'
SAWCUT EXIST
ON BACK OF CURB
MULTI-USE PATH
10'-WIDE CONCRETE
F
F
F
F
F
F
F
S CBCBCBCBSP
72" CHL
72" CHL
& CULVERT
CONC HW
& CULVERT
CONC HW GVR
IPR
A
PR
IPRA
P
RIPRAPCONCCONC
HH20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)8"D.I.P WL (GUC)3/4" PLASTIC GL (GUC)2" PLASTIC GL (GUC)E-DUCT (GUC)E-DUCT (EMPTY) (GUC)100 AND 500 YEAR FLOOD BOUNDARY SCALED
FROM FEMA FIRM EFFECTIVE JULY 7, 2014
100 AND 500 YEAR FLOOD BOUNDARY SCALED
FROM FEMA FIRM EFFECTIVE JULY 7, 2014
P.N. 16488
D.B. 936 PG. 698
G. MONTAQUILA
ROBERT T. MONTAQUILA AND WIFE, LUCY
N/F
M.B. 22 PG. 85
SECOND STREET APARTMENTS
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
PERMANENT UTILITY EASEMENT
(M.B. 80 PG. 63)
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
MHSS
P314
PWR
LP MHPWR
MHSD
TRANSFORMER
RIPRAP
15" GUM
42" SYC
P.N. 26144
D.B. 3606 PG. 780
BROWN & BROWN OF CAROLINA, LLC
N/F
M.B. 22 PG. 85
SECOND STREET APARTMENTS
P.N. 26145
D.B. 2296 PG. 41
ERIC PAYNE
N/F
HVAC
1SBKDUPLEX
HVAC
MHSS
MHSD
RIPRAPRIPRAP
20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)EXISTING R/WMHSS
EIP
EIP
36" PECANEXISTING R/WNOT VISIBLE
END OF PIPE
P.N. 29282
M.B. 20 PG. 66
D.B. A 40 PG. 186
STATE OF NORTH CAROLINA
N/F
4
3
-G3-5/14/2021DATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEK:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_6.dgnASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, HORIZ
010 20
90% PLANS
05-14-2021
VERT
0 52.5 PLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021GREENWAY PROJECTTOWN COMMON CONNECTORDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.PLAN AND PROFILE SHEETSGREENWAYNAD 83/NA 2011
20
30
40
10
35
25
15
5
20
30
40
10
35
25
15
5
19 20 21 22 23 6
00
TRANSITION TO MATCH EXIST WHERE APPLICABLE
TIE TO EXIST CURB & GUTTER AT NEAREST JOINT1
ADJUSTMENT OF VALVE OR METER BOX
ADJUSTMENT OF MANHOLE
2
3
4
NOTES:
AND ADA COMPLIANCE
TIE FLUSH TO EXIST SIDEWALK AND ENSURE CODE
5 RETAIN EXIST CURB & GUTTER AND/OR SIDEWALK
-G3-
FROM STA. 20+00 TO STA. 20+70 -G3- RT
Flatter3:1 or
b=2 Ft.
d=1 Ft.
Type of Liner= Class 'B' Rip-Rap
b
DETAIL 1
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
3:1D Flatter3:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 20+70 TO STA. 21+00 -G3- RT
DETAIL 2
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Type of Liner=Class 'B' Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
MATCHLINE -G3- STA 18+50 (SEE SHEET 5)MATCHLINE -G3- STA 23+00 (SEE SHEET 7)T72 - THERMOPLASTIC STRAIGHT ARROW (90 MIL)
T70 - THERMOPLASTIC LEFT TURN ARROW (90 MIL)
T62 - THERMOPLASTIC (24" WHITE, 90 MILS) WHITE CROSSWALK LINE
T1 - THERMOPLASTIC (4" WHITE, 90 MILS) WHITE EDGE LINE
PAVEMENT MARKING LINES & SYMBOLS:
DIRECTED BY CITY.
6. RETAIN ALL OTHER EXISTING SIGNS NOT SHOWN ON SIGNING PLAN UNLESS OTHERWISE
GREENVILLE TO USE AT THEIR DISCRETION.
5. CONTRACTOR TO STOCKPILE ANY REMOVED SIGNS AND PARKING SIGNS FOR CITY OF
4. DO NOT PLACE PAVEMENT MARKINGS WITHIN CROSSWALKS UNLESS NOTED.
WITH PROPOSED.
3. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS AND/OR SYMBOLS IN CONFLICT
2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS.
1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
SIGNING AND PAVEMENT MARKING NOTES:
Flatter3:1 or
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 21+00 TO STA. 22+00 -G3- RT
DETAIL 3
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
0601
PI = 20+00.00
EL = 29.56'
(+)2.0078%(-)8.0000%
VC = 30'
PI = 21+47.00
EL = 17.80'(+)4.9993%
VC = 100'
GROUND
EXISTING
GRADE
PROPOSED
TIE TO EXIST
ELEV = 29.25
-G3- STA 19+84.56
BEGIN GRADE
ELEV = 19.00'
-G3- STA 22+00
DITCH GRADE RT
END SPECIAL
(+)1.50%
(-)2.83%
ELEV = 18.35'
-G3- STA 20+70
DITCH GRADE RT
BEGIN SPECIAL
ELEV = 17.50'-G3- STA 21+00 RTAPPROX. EXIST SS
LC=16.5'
INV. AT
1 @ 18" RCPRETAINRETAIN SEE DETAIL 3
SPECIAL CUT 'V' DITCH
EST. 20 S.Y. GFD
EST. 9 TONS CL-B RIPRAP
SEE DETAIL 2
SPECIAL CUT 'V' DITCH
EST. 35 S.Y. GFD
EST. 15 TONS CL-B RIPRAP
SEE DETAIL 1
TOE PROTECTION
RETAIN
EST 12 SY GFD
EST 4 TONS CLASS I RIP RAP
RIP RAP OUTLET PROTECTION
INSTALL FLARED END SECTION
END SECTION
INSTALL FLARED RCP-
I
V
1
8
" 20D
PI Sta 20+22.63
L = 39.50'
T = 20.01'
R = 100.00'
D
PI Sta 21+51.18
L = 117.38'
T = 61.88'
R = 150.00'
-G3-
-G3- PC Sta. 20+02.62
-G3- PI Sta. 19+79.64
-G3- PT Sta. 22+06.68
-G3- PC Sta. 20+89.30
-G3- PT Sta. 20+42.11
-G3-+1002TYP0272" CHAIN LINK FENCE
RESET 57 LF
MULTI-USE PATH
10'-WIDE CONCRETE
+84.56EXISTE 3RD ST55
5
2
-G2- POT Sta. 17+60.00DO NOT DISTURB TREE
3/2A-2
PER DETAIL
BOLLARDS
INSTALL
RESTRIPE PARKING
TO BE PROVIDED BY OTHERS
EDUCATIONAL BOARDS
CONCRETE PAD
6' X 10' OVERLOOK
F
F
F
F
F
C
C
C
C
F
F
18" RCPWVSS
P
15" HDPE15" CMP8" LST24" HDPE72" CHL
7
2" CHLCB
CBCONC HEAD WALLRI
PRAP30" C&G30" C&G24" C&G
24" C&GCONC30" C&GE 2ND ST BSTE 1ST ST BST(M.B. 20 PG. 66)(80' PUBLIC R/W; 60' B/B)E. 1ST STREET8"C.I. W (GUC)2" PLASTIC WL (GUC)8" C.I. WL (GUC)8" C.I. WL (GUC)2" PLASTIC GL (GUC)3/4" PLASTI
C
GL
(GUC)
100 AND 500 YEAR FLOOD BOUNDARY SCALED
FROM FEMA FIRM EFFECTIVE JULY 7, 2014
24" SYC
14" ELM
15" PECAN
30" ELM
12" TWIN ELM
24" TWIN ELM
12" HICKORY
M.B. 22 PG. 85
SECOND STREET APARTMENTS
15" HICKORY
MHSS
MHSS
14" SYC
15" TWIN BEECH
8' DRAINAGE EASEMENT
(M.B. 22 PG. 85)
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)
EIP
EIP
P322
CONC
U/C
MHSS
CONC
P.N. 29282
M.B. 20 PG. 66
D.B. A 40 PG. 186
STATE OF NORTH CAROLINA
N/F
14" HICKORY
20" ELM
12" TWIN GUM
21" SYC
RIPRAP
RIPRAP
30" TWIN ELM
15" ELM
12" HICKORY
21" SYC
12" ELM 27" TRIPLE SYC
18" HICKORY
12" GUM14" GUM12" GUM
14" GUM
12" SYC 20" TWIN SYC
24" GUM
RIP
R
AP
12" ELM
MHPWR
SB
1SBKDUPLEX
12" HICKORY
12" ELM
24" ELM
21" PECAN
PP/LP
EL. 34.57 (NAVD88)
TBM LAG IN POLE (#2188)
42" HICKORY
P.N. 21948
M.B. 15 PG. 89
D.B. 3867 PG. 838
D.B. 3317 PG. 37
THE DEVELOPMENT TRUST, LLC
N/F
CONC
EIP
P.N. 85999
M.B. 15 PG. 89
D.B. 3866 PG. 429
THE DEVELOPMENT TRUST, LLC
N/F
18" GUM 12" GUM
20" HICKORY
15" GUM 18" SYC
20" GUM
24" GUM
12" TWIN GUM
32" OAK
M.B. 1 PG. 131
LANG PROPERTY
36" OAK 12" HICKORY
HICKORY
15" TRIPLE
15" TWIN HICKORY
20" HICKORY
HVAC
P.N. 04585
D.B. 3324 PG. 247
JIM BLOUNT PROPERTIES, LLC
N/F1SFDUPLEX
GRAVEL
SAT
MHSS
MHSD
LP
P.N. 23797
M.B. 84 PG. 37
D.B. 3785 PG. 116
CITY OF GREENVILLE
N/F
M.B. 22 PG. 85)(PUBLIC R/W; M.B. 1 PG. 131, E. 2ND STREETCONC
3
5
6
7
8
-G3-
-G3-5/14/2021DATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEK:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_7.dgnASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, HORIZ
010 20
90% PLANS
05-14-2021
VERT
0 52.5 PLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021GREENWAY PROJECTTOWN COMMON CONNECTORDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.PLAN AND PROFILE SHEETSGREENWAYNAD 83/NA 2011
10
24 25 26 27 28
15
20
25
30
35
40
45
10
15
20
25
30
35
40
45
7
5 5
23
TRANSITION TO MATCH EXIST WHERE APPLICABLE
TIE TO EXIST CURB & GUTTER AT NEAREST JOINT1
ADJUSTMENT OF VALVE OR METER BOX
ADJUSTMENT OF MANHOLE
2
3
4
NOTES:
AND ADA COMPLIANCE
TIE FLUSH TO EXIST SIDEWALK AND ENSURE CODE
5 RETAIN EXIST CURB & GUTTER AND/OR SIDEWALK
-G3-3:1D Flatter3:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 25+00 TO STA. 25+24 -G3- RT
DETAIL 4
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Type of Liner=Class 'B' Rip-Rap
Slope
Ditch
Front
Ground
Natural
GeotextileMATCHLINE -G3- STA 23+00 (SEE SHEET 6)T72 - THERMOPLASTIC STRAIGHT ARROW (90 MIL)
T70 - THERMOPLASTIC LEFT TURN ARROW (90 MIL)
T62 - THERMOPLASTIC (24" WHITE, 90 MILS) WHITE CROSSWALK LINE
T1 - THERMOPLASTIC (4" WHITE, 90 MILS) WHITE EDGE LINE
PAVEMENT MARKING LINES & SYMBOLS:
DIRECTED BY CITY.
6. RETAIN ALL OTHER EXISTING SIGNS NOT SHOWN ON SIGNING PLAN UNLESS OTHERWISE
GREENVILLE TO USE AT THEIR DISCRETION.
5. CONTRACTOR TO STOCKPILE ANY REMOVED SIGNS AND PARKING SIGNS FOR CITY OF
4. DO NOT PLACE PAVEMENT MARKINGS WITHIN CROSSWALKS UNLESS NOTED.
WITH PROPOSED.
3. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS AND/OR SYMBOLS IN CONFLICT
2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS.
1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
SIGNING AND PAVEMENT MARKING NOTES:
PI = 23+50.00
EL = 27.95'
(+)5.0000%(-)0.5000%
VC = 30'
PI = 23+80.00
EL = 27.80'
(+)4.6190%
VC = 30'
PI = 24+22.00
EL = 29.74'(-)8.0000%
VC = 30'
PI = 25+02.00
EL = 23.34'(-)8.0000%
(+)0.5044%
VC = 30'
PI = 26+15.00
EL = 23.91'
(+)2.1758%
TIE TO EXIST
ELEV = 26.44'
-G3- STA 27+31.28
END GRADE
GRADE
PROPOSED
12'
ELEV = 23.42
-G3- STA 25+17.60
BEGIN BOARDWALK ELEV = 26.00
-G3- STA 27+10.97
END BOARDWALK
GROUND
EXISTINGELEV = 22.80'
-G3- STA 25+00
DITCH GRADE RT
BEGIN SPECIAL
ELEV = 22.50'
-G3- STA 25+17
DITCH GRADE RT
END SPECIAL
11.37'
TYP
10'
TYP
10'
TYP
10'
ELEV = 22.00'
-G3- STA 25+24
DITCH GRADE RT
END SPECIAL
EXIST SS
APPROX. (-)7
.14%
(-)1.76%RETAINRETAINSEE DETAIL 4
SPECIAL CUT 'V' DITCH
(LAY 18" THICK)
EST. 35 S.Y. GFD
EST. 17 TONS CL-B RIPRAP
PROTECTION
ABUTMENT AND DITCH
CR
CR25D
PI Sta 23+80.88
L = 22.93'
T = 11.75'
R = 42.50'
D
R = 50.00'
T = 23.05'
L = 43.19'
PI Sta 24+66.68
D
PI Sta 25+30.91
L = 25.44'
T = 13.31'
R = 35.00'
D
PI Sta 26+52.11
L = 16.60'
T = 8.38'
R = 50.00'
D
PI Sta 27+10.27
L = 15.12'
T = 7.62'
R = 50.00'
D
PI Sta 27+71.96
L = 71.10'
T = 35.56'
R = 1,765.20'
-G3-
-G3- PT Sta. 27+17.77
-G3- PI Sta. 27+36.41
-G3- PC Sta. 26+43.73
-G3- PC Sta. 23+69.13
-G3- PC Sta. 25+17.60
-G3- PT Sta. 24+86.83
-G3- PT Sta. 23+92.06
-G3- PC Sta. 24+43.64
-G3- PC Sta. 27+02.65
-G3- PT Sta. 26+60.33
-G3- PT Sta. 25+89.82
-G3- PT Sta. 25+43.04
-G3- PC Sta. 25+64.97
-G3-
-G3-
PI Sta 25+77.94
D
L = 24.85'
T = 12.98'
R = 35.00'
END CONSTRUCTION
-G3- STA. 27+31.28
GREENWAY
TOWN COMMON CONNECTOR
END PROJECT GTYP02
+1700+9201+6702RETAIN EXIST
72" CHAIN LINK FENCE
REMOVE 89 LF
72" CHAIN LINK FENCE
RESET 57 LF
LINK FENCE GATE
REMOVE CHAIN
DO NOT DISTURB
HICKORY TREE +31.28EXIST3
SEWER EASEMENT MAINTENANCE
POSSIBLE ACCESS POINT FOR GUC
E 2ND STE 1ST ST5
(SEE STRUCTURES PLANS)
-G3- 25+17.60
BEGIN 10' WIDE BOARDWALK
-G3- POC Sta. 28+07.51
+10.97001'-6" C&G1'-6" C&G5'R
5'R
CR
CR 30'30'LANDSCAPED MEDIAN
2
2
2
2
2
10'
CR
10'
DO NOT DISTURB
-G3- POC Sta. 28+30.00
SEE HARDSCAPE PLANS
-G3- STA 23+20.00
BEGIN HANDRAIL
SEE HARDSCAPE PLANS
-G3- STA 24+10.00
END HANDRAIL
3/2A-2
PER DETAIL
BOLLARDS
INSTALL
3/2A-2
PER DETAIL
BOLLARDS
INSTALL
3/2A-2
PER DETAIL
BOLLARDS
INSTALL
3/2A-2
PER DETAIL
BOLLARDS
INSTALL
X-ING
TRAIL OF CROSSWALK
100' IN ADVANCE
ONE "U" POST
24" X 18" W11-15P
30" X 30" W11-15 &X-INGTRAILOF CROSSWALK
100' IN ADVANCE
ONE "U" POST
24" X 18" W11-15P
30" X 30" W11-15 &SLIPERYWHEN WETSLIPERYWHEN WETONE "U" POST
12" X 9" W8-10P
18" X 18" W8-10 &
ONE "U" POST
12" X 9" W8-10P
18" X 18" W8-10 &
T1
T1
T1
RESTRIPE PARKING (TYP)
T1
ONE "U" POST
18" X 18" OM1-3
24" X 30" R4-7 &
ONE "U" POST
18" X 18" OM1-3
24" X 30" R4-7 &
(SEE STRUCTURES PLANS)
-G3- STA 27+10.97
END 10' WIDE BOARDWALK
SEE DETAIL 4/2A-3
SEE CROSS SECTIONS
-G3- STA 27+05 TO 27+20
WITH ROCK PLATING
STABILIZE 1.5:1 SLOPES
EXCAVATION FOR BOARDWALK
SEE DETAIL 4/2A-3
SEE CROSS SECTIONS
-G3- STA 26+00 TO 26+30
WITH ROCK PLATING
STABILIZE 1.5:1 SLOPE
EXCAVATION FOR BOARDWALK
T62
(SEE CROSS SECTIONS)
EXISTING EMBANKMENT
TIE FILL SLOPE TO TOP OF
1
1 1
1
F
F
F
F
C
F
F
F
F
F
C
C
C
C
C
C
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_8_drn_pfl.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
GREENWAY PROJECTTOWN COMMON CONNECTORDRAINAGE PROFILES05-14-2021
90% PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
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M O ORE
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N ORTH CAR
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LINA
.
J
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M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
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ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.8
60% PLANS
VERT
HORIZ
010 20
0 52.5
30
25
35
20
SEE SHEET 5
20
25
30
35
SEE SHEET 5
0502
CB
0506
JB
0503
CB
EXIST 15"
EXIST 18"
0505
CB
0504
CB
RCP @ 2.8%
25 LF OF 15"
INV IN: 28.25'
0503
SLOPE 1.20%
15in RC Pipe
LENGTH 9.57INV OUT: 34.44'RIM: 33.22EXIST CBINV OUT: 28.25'RIM: 32.25'COG STD. 610.02PROPOSED CBINV IN: 28.4'
PROP 15" RCP
INV IN": 29.25'
PROP 15" RCP INV OUT: 21.09'INV IN: 21.09'RIM: 32.78'COG STD 613.01JB W/ MH COVERCONVERT EX CB TOINV OUT: 29.78'COG STD. 610.02RIM: 32.78PROPOSED CBINV OUT: 29.02'INV IN: 29.02'RIM: 32.02COG STD. 610.02PROPOSED CBINV OUT: 29.02'
PROP 15"
P
S
S
S
SHHHHHHHHHHHHHHHHHHHHHHHHHHHHPERMANENT UTILITY EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
PERMANENT DRAINAGE EASEMENT
(M.B. 80 PG. 63)
PERMANENT UTILITY EASEMENT
P.N. 29291
M.B. 15 PG. 53
M.B. 25 PG. 175
M.B. 27 PG. 159
D.B. A40 PG. 186
D.B. U 47 PG. 511
STATE OF NORTH CAROLINA
N/F
PERMANENT DRAINAGE EASEMENT
(M.B. 80 PG. 63)20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)
PERMANENT UTILITY EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
PERMANENT DRAINAGE EASEMENT
(M.B. 80 PG. 63)
S
P
T
SHHHHPERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
PERMANENT UTILITY EASEMENT
(D.B. 3564 PG. 215)
S
P.N. 29290
M.B. 15 PG. 52
M.B. 20 PG. 70
D.B. K38 PG. 712
D.B. A40 PG. 186
STATE OF NORTH CAROLINA
N/F
(M.B. 20 PG. 66)
EIR
EASEMENT
20' SANITARY SEWER
10' LT
+00.97
10' LT
+23.79
EX R/W
+62.36
EX R/W
+62.33
10' RT
+25.82
10' RT
+48.66
10' RT
+58.65
10' RT
+79.37
10' RT
+00.97
10' RT
+23.79 10' RT
+48.42
EX R/W
+62.34
32' LT
12' LT
+17
32' LT
+31
EX R/W
+62
62' LT
+57
24' LT
+57
12' RT
+50
10' RT
+17
E 4TH STE 5TH ST27' LT
10' LT
+58.65
27' LT
10' LT
+79.37
12.78' LT
+33.72
10' LT
+48.42
1
-G1-
10' LT
EX R/W
+85
13' LT
+57
10' LT
+26.43
10' LT
+13.97
10' LT
+49.89
EX R/W
+07
10' LT
+77.57
10' LT
+54.36
10' LT
+81.47
EX R/W
+08.16
EX R/W
+81.03
EX R/W
+82.16 32' RT
+03
29' RT
+01
15' RT
+16
10' RT
+15
15' RT
+35
13' RT
+88
10' RT
+54.36
13' RT
+68
10' RT
+81.47
12' RT
+50
11' RT
+3010' RT
+03.68
10' RT
+49
10' LT
EX R/W
+00
E 3RD ST10' RT
+77.57
24' RT
10' RT
+49.89
2
-G2--G3--G2-5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_row-1.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.NAD 83/NA 2011
ROW-1
NAD 83/NA 2011MATCHLINE E 4TH STREET (SEE BELOW)MATCHLINE E 4TH STREET (SEE ABOVE)MATCHLINE -G3- STA 18+50 (SEE SHEET ROW-2)RIGHT OF WAY SHEETS18"18"
18"18"O10
15F
F
F
F
F
F
F
F
F
F
S
S
SP
HH20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)
P.N. 16488
D.B. 936 PG. 698
G. MONTAQUILA
ROBERT T. MONTAQUILA AND WIFE, LUCY
N/F
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
PERMANENT UTILITY EASEMENT
(M.B. 80 PG. 63)
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
P.N. 26996
M.B. 27 PG. 168
M.B. 20 PG. 69
D.B. 3484 PG. 240
CAROLINA TRUSTEES
EPISCOPAL DIOCESE OF EAST
N/F
P314
P.N. 26144
D.B. 3606 PG. 780
BROWN & BROWN OF CAROLINA, LLC
N/F
M.B. 22 PG. 85
SECOND STREET APARTMENTS
P.N. 26145
D.B. 2296 PG. 41
ERIC PAYNE
N/F
20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)
EIP
EIP
P.N. 29282
M.B. 20 PG. 66
D.B. A 40 PG. 186
STATE OF NORTH CAROLINA
N/F
S
P
M.B. 22 PG. 85
SECOND STREET APARTMENTS
8' DRAINAGE EASEMENT
(M.B. 22 PG. 85)
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)
EIP
EIP
P322
P.N. 29282
M.B. 20 PG. 66
D.B. A 40 PG. 186
STATE OF NORTH CAROLINA
N/F
P.N. 21948
M.B. 15 PG. 89
D.B. 3867 PG. 838
D.B. 3317 PG. 37
THE DEVELOPMENT TRUST, LLC
N/F
EIP
P.N. 85999
M.B. 15 PG. 89
D.B. 3866 PG. 429
THE DEVELOPMENT TRUST, LLC
N/F
M.B. 1 PG. 131
LANG PROPERTY
P.N. 04585
D.B. 3324 PG. 247
JIM BLOUNT PROPERTIES, LLC
N/F
P.N. 23797
M.B. 84 PG. 37
D.B. 3785 PG. 116
CITY OF GREENVILLE
N/F
CONC
23' LT
10' LT
+63
23' LT
10' LT
+97
16' LT
10' LT
+70
16' LT
10' LT
+90
10' LT
+66
10' LT
+69.64
EX R/W
+84.35
EX R/W
+84.34
10' LT
+02.62
19' RT
+00 10' RT
+02.62
29' RT
+63
10' RT
+42.11
10' LT
+42.11
10' LT
+89.30
10' LT
+90
25' LT
+90.78
22' RT
+51
20' RT
10' RT
+10
13' RT
+50
16' LT
+50
13' LT
+00
10' RT
+89.30
10' RT
+06.68
10' LT
+06.68
E 3RD ST29.67' LT
+91 27.02' LT
20' LT
10' LT
+09
4
3
-G3-
EX R/W
+31.24
19' LT
+50
10' RT
+35.91
30' LT
+99
10' LT
+69.13
10' LT
+92.06
10' LT
+43.64
30' LT
+49
30' LT
+11
22' LT
+00
10' LT
+86.83
EX R/W
+31.47
EX R/W
+34.88
10' RT
+39
12' RT
+50
10' RT
+43.64
10' RT
+86.83
30' RT
+99
18.60' RT
10' RT
+95
10' LT
+17.60
20.18' RT
+26
10' RT
+28
30' RT
+17
10' LT
+43.04
13' RT
+12
10' RT
+17.77
10' RT
+28.11
10' LT
+17.77
10' LT
+28.03
EX R/W
+50
10' LT
EX R/W
+23
80' RT
EX R/W
+23
80' RT
EX R/W
+93
E 1ST STE 2ND ST10' RT
+43.04
10' LT
+89.82
10' RT
+64.97
10' LT
+43.73
10' LT
+60.33
10' LT
+02.65
10' LT
+64.97 17' LT
+14
3
5
6
7
8
10' LT
EX R/W
+93
10' RT
+89.82
11' RT
10' RT
+97
11' RT
10' RT
+33 10' RT
+43.73
10' RT
+60.33
10' RT
+02.65
15' RT
+13
-G3-
-G3-5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_row-2.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.NAD 83/NA 2011
ROW-2
NAD 83/NA 2011
MATCHLINE -G3- STA 23+00 (SEE ABOVE)MATCHLINE -G3- STA 18+50 (SEE SHEET ROW-1)MATCHLINE -G3- STA 23+00 (SEE BELOW)RIGHT OF WAY SHEETS20-G3-25-G3-
-G3-
F
F
F
F
F
C
C
C
C
F
F
F
F
F
F
C
F
F
F
F
F
C
C
C
C
C
C
E 5TH STSHEET L-101
SHEET L-102
SHEET L-103
SHEET L-104E 4TH STE 3RD STE 1ST STE 2ND STTITLE:PROJECT:NO.DATEREVISIONSSEAL
5-14-2021
90%
PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSNORTHLANDSCAPE NOTESL-100
GENERAL:
CONTRACTOR WILL BE RESPONSIBLE FOR A FINE GRADE OVER ENTIRE SITE INCLUDING ALL
AREAS DISTURBED BY ANY CONSTRUCTION ACTIVITY ASSOCIATED WITH THIS PROJECT TO
INCLUDE ALL RUTS LEFT BY EQUIPMENT. ALL FINISHED GRADES SHALL BE COMPLETED AS
TO ELIMINATE PONDING OF WATER AND TO CREATE POSITIVE DRAINAGE. IN AREAS WHERE
BUILDING OR PAVING IS REMOVED AND LANDSCAPE IS PROPOSED, CONTRACTOR IS
RESPONSIBLE FOR SCARIFYING OR CULTIVATING SUB-SOILS IN ORDER TO BREAK-UP,
CRUSH OR OTHERWISE MAKE SUB-SOILS CAPABLE OF INFILTRATION. ALL ROCK (GREATER
THAN 1/2 INCH), CONCRETE, CONCRETE PIECES (GREATER THAN 1/2. INCH), AND DEBRIS
SHALL BE REMOVED FROM THE SITE. SCARIFICATION SHOULD BE DONE TO A MINIMUM OF 6
INCHES DEEP FOR PERVIOUS AREAS OF SITE. WORK MUST BE APPROVED BY GROUNDS
DEPARTMENT PRIOR TO PLACING TOPSOIL. PROHIBIT TRAVEL OVER SCARIFIED AREAS
EXCEPT FOR PLACING TOPSOIL.
TOPSOIL:
DO NOT PLACE TOPSOIL UNTIL SOIL SCARIFICATION HAS BEEN APPROVED. DEPTH OF
TOPSOIL SHOULD BE PLACED AS FOLLOWS AFTER ROLLING: SEEDED OR SODDED AREAS: 4
INCHES; LANDSCAPE BEDS: 6 INCHES WHERE ADDITIONAL FILL IS REQUIRED, CONTRACTOR
MAY USE CLEAN, SCREENED SANDY LOAM FILL MATERIAL WITH PRIOR APPROVAL FROM
GROUNDS SERVICES. ALL TOPSOIL SHOULD BE OF GOOD QUALITY CLEAR OF ANY DEBRIS.
EROSION CONTROL:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL MEASURES
THROUGHOUT PROJECT. CONTROLS SHALL BE INSTALLED TO PROTECT INTERNAL STORM
WATER SYSTEM AS WELL AS CITY AND DOT STREETS, SIDEWALKS, CURBS, GUTTERS,
STORM WATER SYSTEMS, ETC. METHODS SHALL COMPLY WITH ALL CURRENT CITY, STATE
AND COUNTY STANDARDS AND REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR
REMOVAL OF EROSION CONTROL MEASURES AS SPECIFIED BY THE EROSION CONTROL
DETAILS AND PROJECT SPECIFICATIONS.
TURF:
THERE ARE A VARIETY OF TURF TYPES ON ECU'S CAMPUS. THE PROJECT SITE LOCATION
WILL TYPICALLY DETERMINE THE TYPE OF TURF ECU WILL REQUIRE. IN GENERAL, WE
OFFER THE FOLLOWING IN REGARD TO TURF AREAS ON CAMPUS:
• RESIDENCE HALLS, DINING HALLS, AND ASSOCIATED AREAS RECEIVE ZOYSIA SOD.
OUR CURRENT PREFERENCE IS COMPADRE ZOYSIA.
• ACADEMIC BUILDINGS AND ASSOCIATED AREAS RECEIVE PREDOMINATELY ZOYSIA
SOD. OUR CURRENT PREFERENCE IS COMPADRE ZOYSIA. IN SOME AREAS, TALL
TURF TYPE FESCUE IS NECESSARY DUE TO GROWING CONDITIONS. IN THESE AREAS
A PREMIUM TALL TURF TYPE FESCUE BLEND SHALL BE USED, AS RECOMMENDED BY
LOCAL SEED SUPPLIER. SUBMITTAL IS REQUIRED FOR APPROVAL PRIOR TO
APPLICATION.
• HEALTH SCIENCE CAMPUS RECEIVES BERMUDA SOD. OUR CURRENT PREFERENCE
IS BLACKJACK BERMUDA. IF SEEDING, 2 LBS./1 ,000 SQ. FT. SHALL BE INSTALLED PER
MANUFACTURER SPECIFICATIONS.
• ANY DEVIATION FROM PREFERENCES, SHALL RECEIVE PRIOR WRITTEN APPROVAL.
PROPER EROSION CONTROL METHODS ARE REQUIRED AS NEEDED. HYDRO SEEDING IS
PREFERRED METHOD OF APPLICATION ALTHOUGH OTHER METHODS WILL BE CONSIDERED
WITH PRIOR APPROVAL. IF SEED INSTALLATION OCCURS PRIOR TO MAY, ANNUAL RYE
GRASS WILL BE ADDED TO SEED MIXTURE. CONTRACTOR SHALL INSTALL STARTER
FERTILIZER (16-4-8 EXAMPLE) AFTER SEED IS INSTALLED. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHMENT OF SEED AND PROPER GERMINATION. THE CONTRACTOR SHALL
SUPPLY WATER TO THE SITE TO WATER SEED UNTIL TURF IS ESTABLISHED.
ECU SITE AND SEEDING REQUIRMENTS:
SITE KEY MAP:
GENERAL LANDSCAPE NOTES:
1.THE CONTRACT INCLUDES ALL DEMOLITION REQUIRED TO COMPLETE JOB, AND TO
REMOVE AND TO DISPOSE OF ITEMS FROM SITE COMPLETELY IN ACCORDANCE WITH
LOCAL LAWS. DO NOT BURN OR BURY ANY DEMOLITION ITEMS ON SITE.
CONTRACTOR IS RESPONSIBLE FOR MAKING SITE VISIT TO DETERMINE AND VERIFY
ALL DEMOLITION REQUIREMENTS PRIOR TO BIDDING. CONTRACTOR SHALL RECYCLE
OR DISPOSE OF WASTE PRODUCTS AND PLANT CONTAINERS OFF-SITE IN A
RESPONSIBLE MANNER.
2.PERMITS AND FEES REQUIRED FOR WORK MUST BE OBTAINED BY THE CONTRACTOR
AT CONTRACTOR'S EXPENSE.
3.THE CONTRACTOR SHALL TAKE PROPER PRECAUTIONS NOT TO DAMAGE EXISTING
ADJACENT PLANTS, FACILITIES & STRUCTURES THAT ARE TO REMAIN. THE
CONTRACTOR SHALL RESTORE DISTURBED AREAS TO THEIR ORIGINAL CONDITION TO
THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND OWNER. ADJACENT
STREETS & SIDEWALKS SHALL BE MAINTAINED IN A CLEAN CONDITION, MUD &
DUST-FREE.
4.BEFORE BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL CONTACT "NORTH
CAROLINA 811" AT PHONE NUMBER 811 OR ONLINE AT www.nc811.org AT LEAST 5
WORKING DAYS PRIOR TO STARTING WORK TO ARRANGE TO MARK THE HORIZONTAL
LOCATION OF UNDERGROUND FACILITIES.
5.EXISTING UTILITIES SHOWN ON LANDSCAPE DRAWINGS ARE BASED ON PUBLISHED
DATA AND ARE FOR CONTRACTOR'S CONVENIENCE ONLY. THE CONTRACTOR MUST
LOCATE & VERIFY ALL SUCH INFORMATION, INCLUDING INFORMATION NOT SHOWN ON
PLANS, BY CONTACTING THE INDIVIDUAL UTILITY COMPANY & INVESTIGATING THE
SITE TO DETERMINE THE EXACT LOCATION OF UTILITY LINES & STRUCTURES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS OWN EXPENSE, AND
TO THE SATISFACTION OF THE PROJECT OWNER & THE UTILITY OWNER, DAMAGE TO
ANY UTILITY CAUSED BY HIS WORK. HE SHALL IMMEDIATELY NOTIFY THE OWNER &
THE UTILITY OWNER OF ANY DAMAGE TO ANY UTILITY BY HIS OPERATION.
6.CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE
PRIOR TO START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, NOTIFY THE
LANDSCAPE ARCHITECT IMMEDIATELY FOR CLARIFICATION.
7.UTILITY MANHOLE COVERS AND ACCESS BOX COVERS ARE TO BE LOCATED ENTIRELY
WITHIN A PLANTED AREA OR A PAVED AREA, AND CLEAR OF ALL FENCE LINES. IF ANY
CONDITION ARISES WHERE A UTILITY COVER IS TO CROSS A BOUNDARY OR FENCE
LINE, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY FOR CLARIFICATION.
8.ALL EXISTING SIGNAGE TO REMAIN TO BE SALVAGED AND REINSTALLED UPON
COMPLETION OF WORK UNLESS OTHERWISE NOTED OR SPECIFIED.
9.PLANT SPECIES ARE SELECTED FOR HARDINESS IN LOCAL CLIMATE. PERMANENT
IRRIGATION IS NOT PART OF THIS CONTRACT. PLANTS ARE TO BE WATERED BY
CONTRACTOR DURING ESTABLISHMENT PERIOD (WATER IS A SEPARATE PAY ITEM).
10.EXISTING CONDITIONS SHOWN ARE BASED ON SURVEY INFORMATION.
SUPPLEMENTAL INFORMATION COMES FROM FIELD MEASUREMENTS BY THE DESIGN
TEAM, WHICH WERE LIMITED TO SURFACE ELEMENTS AND BUILDING FACADES.
ACTUAL SITE CONDITIONS MAY VARY. IF A DISCREPANCY IS ENCOUNTERED,
CONTRACTOR IS TO NOTIFY LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO
BEGINNING WORK.
11.SUMMARY OF STREETSCAPE QUANTITIES IS SHOWN ON SHEET L-400.
PLANTING NOTES:
1.ALL PLANTS PROVIDED BY CONTRACTOR SHALL MEET OR SURPASS THE
SPECIFICATIONS GIVEN IN THE PLANT TABLE AND CONFORM TO THE AMERICAN
STANDARD FOR NURSERY STOCK, ANSI Z601-1973 IN REGARD TO SIZING, GROWING
AND B&B SPECIFICATIONS. PLANTS SHALL BE FULL AND HEAVY, AND IN HEALTHY
CONDITION AT THE TIME OF PLANTING. LANDSCAPE ARCHITECT SHALL REJECT ANY
PLANT NOT MEETING THESE GUIDELINES AND REQUIRE REPLACEMENT.
2.ALL PLANTS ARE TO BE FULLY GUARANTEED (LABOR AND MATERIALS) FOR A PERIOD
OF NOT LESS THAN ONE (1) YEAR FROM DATE OF INSTALLATION.
3.PLANTING SHALL FOLLOW NCDOT STANDARD SPECIFICATIONS AS OUTLINED IN
SECTION 1670. PLANTING SEASON IS OCT. 15 - MAR. 15 UNLESS OTHERWISE NOTED
OR APPROVED BY THE NCDOT ENGINEER. ALL PLANTS THAT ARE UNABLE TO BE
IMMEDIATELY PLANTED SHALL BE STORED IN A PROTECTED AREA OUT OF DIRECT
SUN AND WIND. PLANTS SHALL BE EVENLY AND CONSISTENTLY WATERED, AS
NEEDED, TO PREVENT DRYING OF ROOTS. ROOT BALLS OF B&B STOCK SHALL BE
COVERED WITH AT LEAST 4 INCHES OF HARDWOOD MULCH TO MAINTAIN MOISTURE IN
ROOTS.
4.THE CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES SHOWN ON PLANS AND
CLARIFY ANY DISCREPANCIES WITH LANDSCAPE ARCHITECT PRIOR TO PURCHASING
PLANTS. CONTRACTOR TO COORDINATE WITH ECU LANDSCAPE ARCHITECT FOR ALL
PLANT TAGGING. PLANT TAGGING AS DESIGNATED IN THE MASTER PLANT LIST, SHALL
BE COMPLETED PRIOR TO PURCHASING PLANTS.
5.LANDSCAPE ARCHITECT SHALL BE NOTIFIED IN WRITING OF ANY PROPOSED PLANT
SUBSTITUTIONS BY THE CONTRACTOR. NO SUBSTITUTIONS SHALL BE MADE UNDER
ANY CIRCUMSTANCES WITHOUT PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT.
6.ALL PLANTS AND PLANTING BEDS SHALL BE LOCATED BY SCALED DIMENSIONS FROM
BUILDINGS, CURBS, PAVEMENTS, ETC. SPECIFIC ATTENTION SHALL BE GIVEN TO
ENSURE THAT PLANTS INDIVIDUALLY SHOWN ON THE PLAN ARE ACCURATELY
LOCATED. LOCATION OF ALL PLANTS SHALL BE REVIEWED IN THE FIELD BY THE
LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. THE CONTRACTOR SHALL PROVIDE
48 HOURS NOTICE FOR REVIEW.
7.A PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANTING BEDS IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND ALLOWED TO
DISSIPATE BEFORE PLANTING.
8.ALL LANDSCAPE AREAS TO BE GRADED FOR POSITIVE DRAINAGE AND TO ENSURE NO
STANDING WATER. SEE GRADING PLAN AND DRAINAGE PLANS FOR SPECIFIC
GRADING INFORMATION AND PIPE INVERTS.
9.ESTABLISH AND MAINTAIN TOP OF GRADE BELOW ADJACENT CURBS, WALKWAYS AND
OTHER HARDSCAPE AREAS TO ALLOW FOR INSTALLATION OF MULCH.
10.ALL SHRUB, GROUND COVER & ANNUAL PLANTING BEDS SHALL BE FILLED WITH
MULCH TO A MINIMUM DEPTH OF 3 INCHES. MULCH SHALL BE DARK BROWN,
DESIGNER-GRADE, DOUBLE-SHREDDED HARDWOOD. CONTRACTOR TO SUBMIT A
SAMPLE FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE AND
DELIVERY TO PROJECT SITE.
11.FINISH OFF 2' - 4' CLEAR ZONE AROUND TREES WITH A 3" LAYER OF MULCH, BUT DO
NOT PLACE UP AGAINST OR MOUND AROUND ROOT FLARE.
12.MIXED GROUNDCOVER AND PLANTS SPECIFIED FOR MASS PLANTINGS SHALL BE
PLANTED IN GROUPS OF 3 - 7 AND LOCATED AS REQUIRED TO PROVIDE A GENERAL
MIXING OF SPECIES. DO NOT PLANT IN ROWS OR REPETITIVE PATTERNS UNLESS
OTHERWISE DIRECTED.
13.STREET TREES ADJACENT TO PEDESTRIAN WALKWAYS AND IN VEHICULAR SITE
TRIANGLES SHALL BE UNDER-TRIMMED SUFFICIENTLY TO ALLOW CLEAR SIGHT AND
PEDESTRIAN ACCESS UP TO 6 FEET ABOVE SIDEWALK ELEVATION. ALL PRUNING
SHALL BE PERFORMED BY A CERTIFIED ARBORIST, AND ADHERE TO THE ANSI A300
PRUNING STANDARD. PRUNING CUTS ARE TO BE DELIBERATE AND TARGETED ONLY
TO THE NECESSARY BRANCHES IN ORDER TO SATISFY SIGHT AND CLEARANCE
REQUIREMENTS WHILE MAINTAINING THE INTEGRITY OF THE TREES.
14.CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING,
BUT NOT LIMITED TO WATERING, MULCHING, SPRAYING, FERTILIZING, ETC.) OF THE
PLANTING AREAS UNTIL ESTABLISHMENT.
15.ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES PRIOR TO
SUBSTANTIAL COMPLETION OF THE WORK SHALL BE PROMPTLY REMOVED FROM THE
SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES IN ACCORDANCE WITH
THE APPROPRIATE PLANTING SEASON. QUANTITY AND SIZE ARE TO MEET PLANT
SPECIFICATIONS.
16.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES & ORDINANCES
REGARDING LANDSCAPING.
TREE PROTECTION NOTES:
1.ALL TREES THAT ARE TO REMAIN, WITHIN OR DIRECTLY ADJACENT TO THE LIMITS OF
WORK MUST BE PROTECTED WITH 6' TALL CHAIN LINK FENCE TO THE EXTENT OF THE
TREE BOX OR THE DRIP LINE IN A PLANTING STRIP. THE DRIP LINE IS DEFINED AS THE
GROUND AREA UNDER THE CANOPY OF THE TREE. FENCING IS TO BE INSTALLED
PRIOR TO CONSTRUCTION, MAINTAINED THROUGHOUT, AND REMOVED ONLY AT THE
END OF THE PROJECT.
2.NONE OF THE FOLLOWING SHALL OCCUR WITHIN THE ROOT ZONE OF A TREE
WITHOUT PERMISSION OF LANDSCAPE ARCHITECT OR PROJECT ARBORIST:
ALTERATION OR DISTURBANCE TO EXISTING GRADE; STAGING OR STORAGE OF
CONSTRUCTION MATERIALS, EQUIPMENT, SOIL OR DEBRIS; TRENCHING; OR DISPOSAL
OF ANY LIQUIDS.
3.NO HEAVY EQUIPMENT SHALL BE USED WITHIN THE DRIP LINE OF AN EXISTING TREE.
4.APPROVED EXCAVATIONS WITHIN THE DRIP LINE SHALL PROCEED WITH CARE BY USE
OF HAND TOOLS OR EQUIPMENT THAT WILL NOT CAUSE INJURY TO TREE TRUNKS,
BRANCHES AND ROOTS.
5.NO ROOTS GREATER THAN 2 INCHES IN DIAMETER SHALL BE CUT WITHOUT
PERMISSION OF LANDSCAPE ARCHITECT OR PROJECT ARBORIST. EXPOSED ROOTS 2
INCHES AND LARGER IN DIAMETER SHALL BE WRAPPED IN BURLAP OR OTHER
APPROVED MATERIAL AND KEPT MOIST AT ALL TIMES.
6.IF THERE ARE ANY TREE CONFLICTS ON THIS JOB SITE PERMIT HOLDER MUST
SUSPEND ALL WORK THAT CONTRIBUTES TO THE CONFLICT AND IMMEDIATELY
CONTACT LANDSCAPE ARCHITECT OR PROJECT ARBORIST FOR DIRECTION AND
CLEARANCE TO CONTINUE THE CONFLICTING WORK.
7.TREES THAT ARE PROTECTED SHALL BE THOROUGHLY WATERED EVERY 7 DAYS
FROM APRIL THROUGH SEPTEMBER.
Sheet List Table
Sheet Number Sheet Title
L-100 LANDSCAPE NOTES
L-101 HARDSCAPE PLAN
L-102 HARDSCAPE PLAN
L-102.1 PAVILION ENLARGEMENT
L-103 HARDSCAPE PLAN
L-104 HARDSCAPE PLAN
L-200 HARDSCAPE DETAILS
L-201 HARDSCAPE DETAILS
L-202 HARDSCAPE DETAILS
L-301 LANDSCAPE PLAN
L-302 LANDSCAPE PLAN
L-303 LANDSCAPE PLAN
L-304 LANDSCAPE PLAN
L-400 LANDSCAPE DETAILS
E 4TH STMATCHLINE: SHEET L-101MATCHLINE: SHEET L-102E 5TH ST1
L-202
CONCRETE SIDEWALK
(TYP)
CONNECT TO EXISTING
SIDEWALK (TYP)CONNECT TO EXISTING
SIDEWALK (TYP)
EXISTING TREE TO
BE RETAINED (TYP)
SEE CURB RAMP
DETAILS (TYP)
PEDESTRIAN LIGHT (TYP)
HARDSCAPE NOTES:
1.UTILITIES, CURB RAMPS, BOARDWALKS, AND STRIPING
ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY.
FOR FURTHER INFORMATION SEE GREENWAY PLANS.
2.PEDESTRIAN LIGHTING ARE SHOWN ON THIS PLAN
FOR REFERENCE ONLY. FOR FURTHER INFORMATION
SEE LIGHTING PLANS.
3.FOR TRAIL LAYOUT SEE GREENWAY PLANS.
PLAN LEGEND
PEDESTRIAN LIGHT
WASTE/RECYCLE
RECEPTACLE
TITLE:PROJECT:NO.DATEREVISIONSSEAL
5-14-2021
90%
PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSHARDSCAPE PLANL-101NORTH
E 4TH STMATCHLINE: SHEET L-101MATCHLINE: SHEET L-102MATCHLINE: SHEET L-102
MATCHLINE: SHEET L-103 E 3RD ST1
L-202
CONCRETE SIDEWALK
(TYP)
SHEET L-102.1 PAVILION ENLARGEMENT CONNECTION TO
EXISTING SIDEWALK TO
BE FLUSH (TYP)
CONNECT TO EXISTING
SIDEWALK (TYP)
CONNECTION TO
EXISTING SIDEWALK TO
BE FLUSH
1
L-202
CONCRETE SIDEWALK
(TYP)
TREE TO BE
RELOCATED BY ECU
REMOVE CONCRETE BASE EXISTING CONCRETE BASE
AND POLE TO BE RETAINED
REMOVE CONCRETE BASE
EXISTING CONCRETE BASE
AND POLE TO BE RETAINED
EXISTING TREES TO
BE RETAINED (TYP)
SEE CURB RAMP
DETAILS (TYP)
EXISTING TREE TO BE
REMOVED (TYP)
PEDESTRIAN LIGHT
(TYP)
HARDSCAPE NOTES:
1.UTILITIES, CURB RAMPS, BOARDWALKS, AND STRIPING
ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY.
FOR FURTHER INFORMATION SEE GREENWAY PLANS.
2.PEDESTRIAN LIGHTING ARE SHOWN ON THIS PLAN
FOR REFERENCE ONLY. FOR FURTHER INFORMATION
SEE LIGHTING PLANS.
3.FOR TRAIL LAYOUT SEE GREENWAY PLANS.
PLAN LEGEND
PEDESTRIAN LIGHT
WASTE/RECYCLE
RECEPTACLE
TITLE:PROJECT:NO.DATEREVISIONSSEAL
5-14-2021
90%
PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSHARDSCAPE PLANL-102NORTH
ADJACENT PARKING LOT
E. 4TH STREET20'12'DIGITAL BOARD (BY OTHERS)
EXISTING SIDEWALK
SEE LANDSCAPE PLANS FOR
PLANTING DETAILS
SHELTER6
L-200
CONCRETE SIDEWALK
(TYP)
1
L-202
EXISTING TREE TO BE REMOVED
AND RELOCATED BY ECU
EXISTING TREE TO BE
REMOVED (TYP)
REMOVE CONCRETE BASE
BRICK VENEER RETAINING
WALL TYPE 'B'
4
L-201
BRICK VENEER RETAINING
WALL TYPE 'A'
4
L-201
WASTE
RECEPTACLE
5
L-2015L-2002'X2' SCORED
CONCRETE PLAZA
2
L-202
END OF PEDESTRIAN RAILING,
WALL HEIGHT TO FINISHED
GRADE IS 30" OR LESS
HARDSCAPE NOTES:
1.UTILITIES, CURB RAMPS, BOARDWALKS, AND STRIPING
ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY.
FOR FURTHER INFORMATION SEE GREENWAY PLANS.
2.PEDESTRIAN LIGHTING ARE SHOWN ON THIS PLAN
FOR REFERENCE ONLY. FOR FURTHER INFORMATION
SEE LIGHTING PLANS.
3.FOR TRAIL LAYOUT SEE GREENWAY PLANS.
PLAN LEGEND
PEDESTRIAN LIGHT
WASTE/RECYCLE
RECEPTACLE
TITLE:PROJECT:NO.DATEREVISIONSSEAL
5-14-2021
90%
PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSPAVILION ENLARGEMENTL-102.1NORTH
MATCHLINE: SHEET L-102
MATCHLINE: SHEET L-103
MATCHLINE: SHEET L-103MATCHLINE: SHEET L-104E 3RD ST1
L-202
CONCRETE SIDEWALK
(TYP)
1
L-202
CONCRETE SIDEWALK
(10' x 6' PAD)
FLUSH CONNECTION TO
EXISTING SIDEWALK
CONNECT TO EXISTING SIDEWALK
RIP RAP (SEE GREENWAY PLANS)
RETAIN CHAINLINK
FENCE (TYP)
RE-SET CHAINLINK FENCE
(TYP) PER GREENWAY PLANS
EXISTING TREE TO
BE RETAINED (TYP)
PEDESTRIAN LIGHT (TYP)
BENCH BY OTHERS
HARDSCAPE NOTES:
1.UTILITIES, CURB RAMPS, BOARDWALKS, AND STRIPING
ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY.
FOR FURTHER INFORMATION SEE GREENWAY PLANS.
2.PEDESTRIAN LIGHTING ARE SHOWN ON THIS PLAN
FOR REFERENCE ONLY. FOR FURTHER INFORMATION
SEE LIGHTING PLANS.
3.FOR TRAIL LAYOUT SEE GREENWAY PLANS.
PLAN LEGEND
PEDESTRIAN LIGHT
WASTE/RECYCLE
RECEPTACLE
TITLE:PROJECT:NO.DATEREVISIONSSEAL
5-14-2021
90%
PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSHARDSCAPE PLANL-103NORTH
E 1ST STMATCHLINE: SHEET L-103MATCHLINE: SHEET L-1041
L-202
CONCRETE SIDEWALK
(TYP)
CONNECT TO EXISTING
SIDEWALK (TYP)
BOARDWALK (SEE
GREENWAY PLANS)
2
L-201
PEDESTRIAN
RAILING TYPE 'B'
EXISTING TREE TO
BE REMOVED (TYP)
RE-SET CHAINLINK FENCE
PER GREENWAY PLANS
REMOVE CHAINLINK GATE
REMOVE EXISTING
CHAINLINK FENCE
E 2ND STRETAIN EXISTING CURB
AND GUTTER (TYP)
SEE GREENWAY DETAILS FOR
BOARDWALK APPROACH (TYP)
1
L-202
CONCRETE SIDEWALK
(TYP)
SEE CURB RAMP
DETAILS (TYP)PEDESTRIAN LIGHT (TYP)
HARDSCAPE NOTES:
1.UTILITIES, CURB RAMPS, BOARDWALKS, AND STRIPING
ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY.
FOR FURTHER INFORMATION SEE GREENWAY PLANS.
2.PEDESTRIAN LIGHTING ARE SHOWN ON THIS PLAN
FOR REFERENCE ONLY. FOR FURTHER INFORMATION
SEE LIGHTING PLANS.
3.FOR TRAIL LAYOUT SEE GREENWAY PLANS.
PLAN LEGEND
PEDESTRIAN LIGHT
WASTE/RECYCLE
RECEPTACLE
TITLE:PROJECT:NO.DATEREVISIONSSEAL
5-14-2021
90%
PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSHARDSCAPE PLANL-104NORTH
6"4"1
2"
5" THICK CONCRETE AT 3500 PSI STRENGTH
6"X6"X6 WWM-MAINTAIN 2" CLEAR FROM
ALL EXPOSED SURFACES
4" COMPACTED G.A.B. TO 95% STD. PROCTOR
COMPACT SUBGRADE TO 95% STD. PROCTOR
CONTROL JOINT NOTE:
SEE HARDSCAPE PLANS FOR LOCATIONS AND PATTERNSURFACE FINISH: BROOM FINISH
SMOOTHED TOOLED CONTROL JOINT
(MIN. 1
3 DEPTH OF CONCRETE SLAB)
EXPANSION JOINT MATERIAL NOTE:
MANUFACTURER:W.R. MEADOWS
PRODUCT:CERAMAR
EXPANSION JOINT SEALANT NOTE:
MANUFACTURER:SIKA
PRODUCT:SIKAFLEX-1C SL
COLOR:"LIMESTONE" (STANDARD)
1
2" EXPANSION JOINT
1
2" FLEXIBLE FOAM
EXPANSION JOINT
1
2" DEEP JOINT SEALANT
EXPANSION JOINT NOTE:
SEE HARDSCAPE PLANS FOR LOCATIONS AND PATTERN
COMPACTED
SUBGRADE TO
95% STD. PROCTOR
4" AGGREGATE BASE
COURSE
1'1'
CONCRETE SIDEWALK (SEE DETAIL 1,
L-200 FOR SIMILAR CONDITION)
1
2" EXPANSION JOINT WITH STAINLESS
STEEL DOWEL (1
2" ∅) AT 24" O.C.,
PLASTIC SLEEVE AT ONE END
SEE DETAIL 1/ L-200 FOR
CONCRETE FLATWORK SEE DETAIL 1/ L-200 FOR
CONCRETE FLATWORK
FLUSH CONNECTION
EXISTING CONCRETE SIDEWALK
1'8"1'6"2"1'6"2'-6"3"CONCRETE FLATWORK,
SEE DETAIL 1/L-200
FINISH GRADE
BRICK CAP
BRICK VENEER
8x8x16 CMU (FILL ALL CORES SOLID W/
CONCRETE WHERE REBAR OCCURS)
#4 REBAR @ 32" O.C. CENTERED IN CMU CELL
WITH STANDARD HOOK FULL HEIGHT IN
FILLED CELL (TYP)
CAST-IN-PLACE CONCRETE
FOOTING (3000 PSI)
COMPACT ABC STONE (95% PROCTOR)
COMPACT SUBGRADE
SLOPE TOP OF WALL 1
4" FOR POSITIVE DRAINAGE
(3) #4 REBAR CONT.
#4 REBAR x 18" @ 18" O.C.
1
2" EXPANSION JOINT
SLOPE FINISHED GRADE AWAY FROM WALL,
SEE GREENWAY PLANS FOR GRADING
SINGLE SOLDIER COURSE BRICK, BOTH SIDES
TITLE:PROJECT:NO.DATEREVISIONSSEAL
5-14-2021
90%
PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSHARDSCAPE DETAILSL-200
CONCRETE FLATWORK
SCALE: 1"=1'-0"
1
L-200 SECTION
CONC. EXPANSION JOINTS
SCALE: 1"=1'-0"
2
L-200 SECTION
CONC. CONTROL JOINTS
SCALE: 1"=1'-0"
3
L-200 SECTION
EXISTING SIDEWALK TO NEW CONCRETE TRANSITION
SCALE: 1"=1'-0"
4
L-200 SECTION
SEAT WALL
1" = 1'
5
L-200 SECTION
SHELTER
NTS
6
L-200 IMAGE
SHELTER:
MANUFACTURER: RCP SHELTERS INC
PRODUCT:LW-GABLE
SIZE:20' x 12' x 12'
RETAINING WALL
BRICK PAVER CAP
A B C
6"NOTES:
1.TYPE OF PIPE TO BE USED IS 1-5/8" O.D. STAINLESS STEEL PIPE
2.INSTALL ALONG CENTER OF RETAINING WALL
3.ALL JOINTS TO HAVE 1
2" FILLET WELD AT ALL JOINTS
4.AFTER INSTALLATION PAINT ASSEMBLY WITH 1 COAT METAL PRIMER AND 2
COATS BROWN ALL WEATHER ENAMEL OR AS DIRECTED BY THE CITY
5.ALL WELDS TO BE GROUND SMOOTH TO THE TOUCH PRIOR TO PAINTING
11.5"E.Q.E.Q.54"A B
CE.Q.PEDESTRIAN RAILING TYPE 'A,'
SEE DETAIL 1/L-201
3" CORE DRILLED POST HOLE
FILLED WITH ADHESIVE
CONCRETE
BRICK VENEER
DETAIL 4 / L201
CAST IN PLACE (CIP)
RETAINING WALL
(SEE GREENWAY PLANS)
12" DEPTH11.5"E.Q.E.Q.54"A B
C
A B C
22"NOTES:
1.TYPE OF PIPE TO BE USED IS 1-5/8" O.D. STAINLESS STEEL PIPE
2.IN-GROUND MOUNTED POSTS.
3.ALL JOINTS TO HAVE 1
2" FILLET WELD AT ALL JOINTS
4.AFTER INSTALLATION PAINT ASSEMBLY WITH 1 COAT METAL PRIMER AND 2
COATS BROWN ALL WEATHER ENAMEL OR AS DIRECTED BY THE CITY
5.ALL WELDS TO BE GROUND SMOOTH TO THE TOUCH PRIOR TO PAINTINGE.Q.1'8"BELOW 30" IN HEIGHT2"
BRICK CAP
BRICK VENEER IN
RUNNING BOND
WITH SINGLE SOLDIER
COURSE, BOTH SIDES
RETAINING WALL
HEIGHT VARIES, SEE
GREENWAY PLANS
CONCRETE FOOTING, SEE
STRUCTURAL PLANS
SLOPE
SLOPE 1/4" PER
FOOT TO DRAIN
1
2" EXPANSION JOINT, SEE
DETAIL 2 SHEET L-200
SLOPE
CONCRETE FLATWORK,
SEE DETAIL 1 SHEET L-200
POSITIVE DRAINAGE AWAY
FROM WALL
3"9" MIN.1'8"ABOVE 30" IN HEIGHT2"
BRICK VENEER IN
RUNNING BOND
RETAINING WALL
HEIGHT VARIES, SEE
GREENWAY PLANS
CONCRETE FOOTING,
SEE STRUCTURAL
PLANS
BRICK CAP
SLOPE
SLOPE 1/4" PER
FOOT TO DRAIN
PEDESTRIAN RAILING TYPE 'A'
SEE DETAIL 1/L-201
1
2" EXPANSION JOINT, SEE
DETAIL 2 SHEET L-200
BRICK VENEER WITH
SINGLE SOLDIER COURSE,
BOTH SIDES
SEE DETAIL 3/L-201
BRICK VENEER WITH
SINGLE SOLDIER
COURSE, BOTH SIDES
FINISH GRADE CONDITIONS VARY
(SEE GREENWAY PLANS)
SLOPE
CONCRETE FLATWORK,
SEE DETAIL 1 SHEET L-200
POSITIVE DRAINAGE AWAY
FROM WALL
3"9" MIN.TITLE:PROJECT:NO.DATEREVISIONSSEAL
5-14-2021
90%
PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSHARDSCAPE DETAILSL-201
PEDESTRIAN RAILING TYPE 'A'
NTS
1
L-201 SECTION
RAIL POST ANCHORING
NTS
3
L-201 SECTION
PEDESTRIAN RAILING TYPE 'B'
NTS
2
L-201 SECTION
BRICK VENEER RETAINING WALL
1" = 1'
4
L-201 SECTION
TYPE 'A' RETAINING WALL
TYPE 'B' RETAINING WALL WITH PEDESTRIAN RAILING
WASTE RECEPTACLE
NTS
5
L-201 SECTION AND PLAN
WASTE RECEPTACLE PRODUCT INFORMATION:
MANUFACTURER: DUMOR
PRODUCT:RECEPTACLE 148-40-SHRC
SIZE:40 GALLON
FINISH: BLACK POWDERCOAT
LID:WASTE: BT
RECYCLE: RC
INTERVAL BETWEEN
JOINTS CONCRETE CURB (SEEGREENWAY PLANS)LIGHT BROOM FINISH
CONCRETE SURFACE
IN THE OPPOSITE
DIRECTION OF TRAVEL
10'-0"10'-0" WIDTH2'-0"EDGE OF SIDEWALK
EXPANSION JOINT,
SEE DETAIL 2/L-200
30'-0" MAXIMUM
DISTANCE BETWEEN
EXPANSION JOINTS
LENGTHWISE
CONTROL JOINT SPACED 10'-0" O.C.,
SEE DETAIL 3/L-200
CONCRETE FLATWORK,
SEE DETAIL 1/L-200
INTERVAL BETWEEN
JOINTS ADJACENT CONCRETESIDEWALKLIGHT BROOM FINISH
CONCRETE SURFACE
IN THE OPPOSITE
DIRECTION OF TRAVEL
2'-0"WIDTH VARIES, SEE HARDSCAPE PLANSWIDTH VARIESEDGE OF SIDEWALK
EXPANSION JOINT,
SEE DETAIL 2/L-200
30'-0" MAXIMUM
DISTANCE BETWEEN
EXPANSION JOINTS
LENGTHWISE
CONCRETE FLATWORK,
SEE DETAIL 1/L-200
TITLE:PROJECT:NO.DATEREVISIONSSEAL
5-14-2021
90%
PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSHARDSCAPE DETAILSL-202
CONCRETE SIDEWALK
SCALE: 3/4"=1'-0"
1
L-202 ENLARGEMENT
SCORED CONCRETE PLAZA
SCALE: 3/4"=1'-0"
2
L-202 ENLARGEMENT
CANOPY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT.CALIPER HEIGHT REMARKS
QR 1 QUERCUS RUBRA RED OAK B&B 3" CAL 14`-16` HT.SEE LANDSCAPE NOTE #3 ON SHEET
SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT.HEIGHT SPACING REMARKS
LR 9 LOROPETALUM CHINENSE RUBRUM `RUBY`RUBY FRINGE FLOWER 3 GAL 18" MIN.48" o.c.
PL 22 PRUNUS LAUROCERASUS `MOUNT VERNON`MOUNT VERNON ENGLISH LAUREL 3 GAL 18" MIN.48" o.c.
GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT.HEIGHT SPACING REMARKS
BG 42 BOUTELOUA GRACILIS `BLONDE AMBITION`BLUE GRAMA 1 GAL 18" MIN.24" o.c.
MC 103 MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 1 GAL 18" MIN.24" o.c.
PS 17 PHLOX STOLONIFERA CREEPING PHLOX 1 GAL 12" MIN.24" o.c.
ZJ 1,930 SF ZOYSIA JAPONICA `COMPADRE`COMPADRE ZOYSIA SOD
PLANT SCHEDULE L-301 E 4TH STMATCHLINE: SHEET L-301MATCHLINE: SHEET L-302E 5TH ST(5) PS
(3) IN
(7) RH(18) VC
(2) IN
(5) RH
(1) QR
(8) EP
(2) PS
(6) RH
(1) QR
(53) BG
(1) CP
(10) BG
(25) PH
(882 sf) ZJ
(7) EP
(6) PH
(11) RH
(5) PS
(42) BG
(9) LR
(103) MC
(17) PS
(1,930 sf) ZJ
(22) PL
EXISTING TREE TO
REMAIN AND PROTECT
IN PLACE (TYP)
EXISTING POLE TO REMAIN
AND PROTECT IN PLACE
ELECTRICAL CABINET
TRANSFORMER
PRUNE AND LIMB-UP
EXISTING TREE AS
NECESSARY
PEDESTRIAN LIGHT (TYP)
LANDSCAPE NOTES:
1.SEE GENERAL, PLANTING, AND TREE PROTECTION
NOTES ON SHEET L-100.
2.UTILITIES, CURB RAMPS, LIGHTING, BOARDWALKS AND
STRIPING ARE SHOWN ON THIS PLAN FOR REFERENCE
ONLY. FOR FURTHER INFORMATION SEE GREENWAY
PLANS.
3.CANOPY TREES WILL BE INSTALLED BY OTHERS AND
ARE NOT INCLUDED IN PLANTINGS COMPLETED BY THE
CONTRACTOR UNLESS AUTHORIZED BY THE OWNER
OR OWNER'S REPRESENTATIVE.
PLAN LEGEND
PEDESTRIAN LIGHT
TITLE:PROJECT:NO.DATEREVISIONSSEAL
5-14-2021
90%
PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSLANDSCAPE PLANL-301NORTH
CANOPY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT.CALIPER HEIGHT REMARKS
QR 7 QUERCUS RUBRA RED OAK B&B 3" CAL 14`-16` HT.SEE LANDSCAPE NOTE #3 ON SHEET
UNDERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT.CALIPER HEIGHT REMARKS
CF 1 CERCIS CANADENSIS `FOREST PANSY`FOREST PANSY EASTERN REDBUD B&B 2" CAL.8`-10` HT.
CP 1 CHIONANTHUS PUBESCENS FRINGE TREE B&B 2" CAL.8`-10` HT.
SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT.HEIGHT SPACING REMARKS
FG 18 FOTHERGILLA GARDENII `MT. AIRY`DWARF WITCHALDER 3 GAL 18" MIN.48" o.c.
IN 16 ILEX VOMITORIA `NANA`DWARF YAUPON HOLLY 3 GAL 18" MIN.36" o.c.
LR 14 LOROPETALUM CHINENSE RUBRUM `RUBY`RUBY FRINGE FLOWER 3 GAL 18" MIN.48" o.c.
LS 16 LIGUSTRUM SINENSE `SUNSHINE`SUNSHINE CHINESE PRIVET 3 GAL 18" MIN.48" o.c.
PL 13 PRUNUS LAUROCERASUS `MOUNT VERNON`MOUNT VERNON ENGLISH LAUREL 3 GAL 18" MIN.48" o.c.
PLANT SCHEDULE L-302E 4TH STMATCHLINE: SHEET L-301MATCHLINE: SHEET L-302MATCHLINE: SHEET L-302
MATCHLINE: SHEET L-303 E 3RD ST(3,316 sf) ZJ
(5) PS
(3) IN
(7) RH(18) VC
(2) IN
(5) RH
(1) QR
(8) EP
(2) PS
(6) RH
(53) BG
(1) CP
(37) PH (162) PH
(2) QR (2) QR
(71) BG
(44) BG
(1) QR
(60) PH
(631 sf) ZJ
(10) BG
(3) PL
(6) IN
(6) LS
(6) FG
(8) LR
(10) LS
(9) FG
(6) LR
(1) CF
(5) IN
(5) PL
(3) FG
(15) MC
(49) BG
(48) PH
(32) BG
(36) PH
(28) BG
(22) PH
(36) BG
(25) PH
(39) PH
(53) BG
(882 sf) ZJ
(1) QG
(7) EP
(6) PH
(11) RH
(5) PS
(103) MC
(17) PS
(5) PL
(1) QR
EXISTING TREE TO BE
REMOVED (TYP)
EXISTING TREE TO BE
REMOVED AND
RELOCATED BY ECU
EXISTING TREE TO
REMAIN AND PROTECT
IN PLACE (TYP)
EXISTING TREE TO
REMAIN AND PROTECT
IN PLACE (TYP)
EXISTING TREE TO
REMAIN AND PROTECT
IN PLACE (TYP)
EXISTING TREE TO
REMAIN AND PROTECT
IN PLACE (TYP)
REMOVE CONCRETE BASE
EXISTING CONCRETE BASE
AND POLE TO BE RETAINED
REMOVE CONCRETE BASE
EXISTING CONCRETE BASE
AND POLE TO BE RETAINED
PEDESTRIAN LIGHT (TYP)
GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT.HEIGHT SPACING
BG 376 BOUTELOUA GRACILIS `BLONDE AMBITION`BLUE GRAMA 1 GAL 18" MIN.24" o.c.
EP 15 ECHINACEA PURPUREA `KIM`S KNEE HIGH` TM PURPLE CONEFLOWER 1 GAL 12" MIN.24" o.c.
MC 15 MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 1 GAL 18" MIN.24" o.c.
PH 435 PENNISETUM ALOPECUROIDES `HAMELN`HAMELN FOUNTAIN GRASS 1 GAL 18" MIN.24" o.c.
PS 12 PHLOX STOLONIFERA CREEPING PHLOX 1 GAL 12" MIN.24" o.c.
RH 29 RUDBECKIA HIRTA BLACK-EYED SUSAN 1 GAL 12" MIN.18" o.c.
VC 18 VINCA MINOR COMMON PERIWINKLE 1 GAL 12" MIN.18" o.c.
ZJ 1,513 SF ZOYSIA JAPONICA `COMPADRE`COMPADRE ZOYSIA SOD
LANDSCAPE NOTES:
1.SEE GENERAL, PLANTING, AND TREE PROTECTION
NOTES ON SHEET L-100.
2.UTILITIES, CURB RAMPS, LIGHTING, BOARDWALKS AND
STRIPING ARE SHOWN ON THIS PLAN FOR REFERENCE
ONLY. FOR FURTHER INFORMATION SEE GREENWAY
PLANS.
3.CANOPY TREES WILL BE INSTALLED BY OTHERS AND
ARE NOT INCLUDED IN PLANTINGS COMPLETED BY THE
CONTRACTOR UNLESS AUTHORIZED BY THE OWNER
OR OWNER'S REPRESENTATIVE.
PLAN LEGEND
PEDESTRIAN LIGHT
TITLE:PROJECT:NO.DATEREVISIONSSEAL
5-14-2021
90%
PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSLANDSCAPE PLANL-302NORTH
CANOPY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT.CALIPER HEIGHT REMARKS
QG 3 QUERCUS PHELLOS `HIGHTOWER`WILLOW OAK B&B 3" CAL 14`-16` HT.SEE LANDSCAPE NOTE #3 ON SHEET
QR 2 QUERCUS RUBRA RED OAK B&B 3" CAL 14`-16` HT.SEE LANDSCAPE NOTE #3 ON SHEET
UNDERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT.CALIPER HEIGHT REMARKS
CF 2 CERCIS CANADENSIS `FOREST PANSY`FOREST PANSY EASTERN REDBUD B&B 2" CAL.8`-10` HT.
CP 1 CHIONANTHUS PUBESCENS FRINGE TREE B&B 2" CAL.8`-10` HT.
GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT.HEIGHT SPACING REMARKS
ZJ 9,110 SF ZOYSIA JAPONICA `COMPADRE`COMPADRE ZOYSIA SOD
PLANT SCHEDULE L-303
MATCHLINE: SHEET L-302
MATCHLINE: SHEET L-303
MATCHLINE: SHEET L-303MATCHLINE: SHEET L-304E 3RD STEXISTING TREE TO
REMAIN AND PROTECT
IN PLACE (TYP)
(3,316 sf) ZJ
(5) IN
(5) PL
(3) FG
(15) MC
(2) QG
(53) BG
(1) QG
(1) CP (12,482 sf) ZJ
(2) QR
(2) CF
RIP RAP (SEE GREENWAY PLANS)
RETAIN CHAINLINK
FENCE (TYP)
RE-SET CHAINLINK FENCE
(TYP) PER GREENWAY PLANS
E 2ND STPEDESTRIAN LIGHT (TYP)
LANDSCAPE NOTES:
1.SEE GENERAL, PLANTING, AND TREE PROTECTION
NOTES ON SHEET L-100.
2.UTILITIES, CURB RAMPS, LIGHTING, BOARDWALKS AND
STRIPING ARE SHOWN ON THIS PLAN FOR REFERENCE
ONLY. FOR FURTHER INFORMATION SEE GREENWAY
PLANS.
3.CANOPY TREES WILL BE INSTALLED BY OTHERS AND
ARE NOT INCLUDED IN PLANTINGS COMPLETED BY THE
CONTRACTOR UNLESS AUTHORIZED BY THE OWNER
OR OWNER'S REPRESENTATIVE.
PLAN LEGEND
PEDESTRIAN LIGHT
TITLE:PROJECT:NO.DATEREVISIONSSEAL
5-14-2021
90%
PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSLANDSCAPE PLANL-303NORTH
CANOPY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT.CALIPER HEIGHT REMARKS
QG 2 QUERCUS PHELLOS `HIGHTOWER`WILLOW OAK B&B 3" CAL 14`-16` HT.SEE LANDSCAPE NOTE #3 ON
SHEET
UNDERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT.CALIPER HEIGHT REMARKS
CP 1 CHIONANTHUS PUBESCENS FRINGE TREE B&B 2" CAL.8`-10` HT.
GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT.HEIGHT SPACING REMARKS
CA 1,867 SF CYNODON DACTYLON `BLACKJACK`BLACKJACK BERMUDA GRASS SEED
ZJ 7,440 SF ZOYSIA JAPONICA `COMPADRE`COMPADRE ZOYSIA SOD
PLANT SCHEDULE L-304 E 1ST STMATCHLINE: SHEET L-303MATCHLINE: SHEET L-304EXISTING TREE TO
BE REMOVED (TYP)
(1) QG
(1) QG
(192 sf) ZJ
(139 sf) ZJ
(15) EP
(9) IN
(9) IN
(15) EP
(1,868 sf) CA
(1) CP
(2) QR
EXISTING TREE TO
REMAIN AND PROTECT
IN PLACE (TYP)E 2ND STPEDESTRIAN LIGHT (TYP)
LANDSCAPE NOTES:
1.SEE GENERAL, PLANTING, AND TREE PROTECTION
NOTES ON SHEET L-100.
2.UTILITIES, CURB RAMPS, LIGHTING, BOARDWALKS AND
STRIPING ARE SHOWN ON THIS PLAN FOR REFERENCE
ONLY. FOR FURTHER INFORMATION SEE GREENWAY
PLANS.
3.CANOPY TREES WILL BE INSTALLED BY OTHERS AND
ARE NOT INCLUDED IN PLANTINGS COMPLETED BY THE
CONTRACTOR UNLESS AUTHORIZED BY THE OWNER
OR OWNER'S REPRESENTATIVE.
PLAN LEGEND
PEDESTRIAN LIGHT
TITLE:PROJECT:NO.DATEREVISIONSSEAL
5-14-2021
90%
PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSLANDSCAPE PLANL-304NORTH
X
PLANT SPACING NOTES:
1.SEE PLANTING PLAN FOR SHRUB AND GROUNDCOVER AREAS.
2.PLANT MATERIAL SHALL BE INSTALLED IN STRAIGHT AND PARALLEL ROWS UNLESS OTHERWISE SHOWN ON
DRAWINGS.
3.SEE PLANTING PLAN AND / OR PLANT SCHEDULE FOR ACTUAL PLANT SPACING.
X / 2X / 2 X3"1"6"PLANTING BED TRENCH EDGING NOTE:
1.TRENCH EDGE SHALL BE LOCATED BETWEEN PLANTING BED AND
ALL TURF OR NATIVE GRASS AREAS.
2.TRENCH EDGE SHALL BE CONSTRUCTED ALONG ALL HARDSCAPE
AREAS FOR SIMILAR CONDITION.
3.MAINTAIN POSITIVE DRAINAGE IN ALL PLANTING BEDS.
4.SEE PLANT SCHEDULE FOR TYPE OF MULCH.
MULCH 3" DEPTH
3"1"YX X / 2X / 2 Y / 23" MIN.SET SHRUB PLUMB
FINISH GRADE
SET SHRUB MIN. 1"
ABOVE FINISH GRADE REDUCE TYPICAL 3" MULCH DEPTH
SURROUNDING WOODY STEM TO 2" DEEP AND
PULL MULCH BACK 3" FROM TRUNK
MULCH 3" DEPTH
LOOSEN SUBGRADE
AND REMOVE ROCK
AND OTHER DEBRIS
COMPACT PLANTING MIX
TO PREVENT SETTLING
PLANTING MIX BACKFILL
PER SPECIFICATIONS
COMPLETELY REMOVE CONTAINER
OR BURLAP AND LIGHTLY SCARIFY ROOT MASS
GENERAL LANDSCAPE NOTES:
1.ALL PLANT MATERIAL PRICING SHALL INCLUDE MULCH, BED PREPARATION, AND STAKING.
2.ALL PLANTING BEDS SHALL RECEIVE 3" (THREE INCHES) OF MULCH.
MULCH TYPE FOR PROJECT: DOUBLE SHREDDED HARDWOOD MULCH OR CURRENT CITY STANDARD
3.PLANT MATERIAL SPACING SHOWN ON LANDSCAPE PLANS SHALL OVERRIDE TYPICAL PLANT SPACING
INDICATED ON PLANT SCHEDULE. LANDSCAPE CONTRACTOR RESPONSIBLE FOR VERIFYING ALL PLANT
SPACING AND MAKING MINOR FIELD ADJUSTMENTS DUE TO UTILITY CONFLICTS.
3'-0" MIN.
X / 23"ROOTBALL
BEDLINE
2" X 2" X 24" WOODEN STAKE (TYP.)
DRIVEN INTO UNDISTURBED GRADE
FINISH GRADE
X
LOOSEN SUBGRADE ONLY, COMPACT AS NECESSARY
TO PREVENT SETTLING
PLANTING MIX BACKFILL
PER SPECIFICATIONS
ARBORTIE
COMPLETE REMOVE TOP 1
3 OF WIRE BASKET
AND BURLAP MATERIAL. LIGHTLY SCARIFY
ROOT MASS
TREE PLANTING NOTES:
1.SET TREE MIN. 3" ABOVE SURROUNDING FINISH GRADE. MEASURED AT BASE OF TRUNK.
2.REDUCE TYPICAL 3" MULCH DEPTH SURROUNDING WOODY TRUNK TO 2" DEEP AND PULL MUCH BACK 3"
FROM TRUNK
FINAL GRADE POST
1 YEAR INSPECTION
WITH SAUCER REMOVED
PLAN3A
L-200
DETAIL 3A, L-200
CANOPY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT.CALIPER HEIGHT REMARKS
QG 5 QUERCUS PHELLOS `HIGHTOWER`WILLOW OAK B&B 3" CAL 14`-16` HT.SEE LANDSCAPE NOTE #3 ON SHEET
QR 10 QUERCUS RUBRA RED OAK B&B 3" CAL 14`-16` HT.SEE LANDSCAPE NOTE #3 ON SHEET
UNDERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT.CALIPER HEIGHT REMARKS
CF 3 CERCIS CANADENSIS `FOREST PANSY`FOREST PANSY EASTERN REDBUD B&B 2" CAL.8`-10` HT.
CP 3 CHIONANTHUS PUBESCENS FRINGE TREE B&B 2" CAL.8`-10` HT.
SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT.HEIGHT SPACING REMARKS
FG 18 FOTHERGILLA GARDENII `MT. AIRY`DWARF WITCHALDER 3 GAL 18" MIN.48" o.c.
IN 34 ILEX VOMITORIA `NANA`DWARF YAUPON HOLLY 3 GAL 18" MIN.36" o.c.
LR 23 LOROPETALUM CHINENSE RUBRUM `RUBY`RUBY FRINGE FLOWER 3 GAL 18" MIN.48" o.c.
LS 16 LIGUSTRUM SINENSE `SUNSHINE`SUNSHINE CHINESE PRIVET 3 GAL 18" MIN.48" o.c.
PL 35 PRUNUS LAUROCERASUS `MOUNT VERNON`MOUNT VERNON ENGLISH LAUREL 3 GAL 18" MIN.48" o.c.
GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT.HEIGHT SPACING REMARKS
BG 418 BOUTELOUA GRACILIS `BLONDE AMBITION`BLUE GRAMA 1 GAL 18" MIN.24" o.c.
CA 1,867 SF CYNODON DACTYLON `BLACKJACK`BLACKJACK BERMUDA GRASS SEED
EP 45 ECHINACEA PURPUREA `KIM`S KNEE HIGH` TM PURPLE CONEFLOWER 1 GAL 12" MIN.24" o.c.
MC 118 MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 1 GAL 18" MIN.24" o.c.
PH 435 PENNISETUM ALOPECUROIDES `HAMELN`HAMELN FOUNTAIN GRASS 1 GAL 18" MIN.24" o.c.
PS 29 PHLOX STOLONIFERA CREEPING PHLOX 1 GAL 12" MIN.24" o.c.
RH 29 RUDBECKIA HIRTA BLACK-EYED SUSAN 1 GAL 12" MIN.18" o.c.
VC 18 VINCA MINOR COMMON PERIWINKLE 1 GAL 12" MIN.18" o.c.
ZJ 19,993 SF ZOYSIA JAPONICA `COMPADRE`COMPADRE ZOYSIA SOD
PLANT SCHEDULE
LANDSCAPE NOTES:
1.SEE GENERAL, PLANTING, AND TREE PROTECTION
NOTES ON SHEET L-100.
2.UTILITIES, CURB RAMPS, LIGHTING, BOARDWALKS AND
STRIPING ARE SHOWN ON THIS PLAN FOR REFERENCE
ONLY. FOR FURTHER INFORMATION SEE GREENWAY
PLANS.
3.CANOPY TREES WILL BE INSTALLED BY OTHERS AND
ARE NOT INCLUDED IN PLANTINGS COMPLETED BY THE
CONTRACTOR UNLESS AUTHORIZED BY THE OWNER
OR OWNER'S REPRESENTATIVE.TITLE:PROJECT:NO.DATEREVISIONSSEAL
5-14-2021
90%
PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLETHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE ANDCLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THISDOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN ANDASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.PLANS PREPARED BY:TOWN COMMON CONNECTOR GREENWAY PROJECT15/14/21RESPONSE TO COG 60% COMMENTSLANDSCAPE DETAILSL-400
TYPICAL STAGGERED ROW PLANT SPACING
SCALE: 1
2"=1'-0"
1
L-400 PLAN
PLANTING BED TRENCH EDGING
SCALE: 1"=1'-0"
2
L-400 SECTION
TYPICAL TREE PLANTING
SCALE: 1
2"=1'-0"
3
L-400 SECTION
TYPICAL SHRUB PLANTING
SCALE: 1"=1'-0"
4
L-400 SECTION
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_tmp_tsh.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALE
NG INEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
TMP-1
TRANSPORTATION MANAGEMENT PLAN

DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
INDEX OF SHEETS LEGENDROADWAY STANDARD DRAWINGS
SHEET NO.TITLE GENERAL
DIRECTION OF TRAFFIC FLOW
NORTH ARROW
WORK AREA REMOVAL
EXISTING
SIGNALS
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -
ARE CONSIDERED A PART OF THESE PLANS:
TITLESTD. NO.
EXISTING PAVEMENT
DRUM
STATIONARY SIGN
PORTABLE SIGN
BARRICADE (TYPE III)

FLASHING ARROW BOARD

TRAFFIC CONTROL DEVICES
TEMPORARY SIGNING
RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY 1251.01
SKINNY-DRUM1180.01
FLAGGING DEVICES 1150.01
BARRICADES - TYPE III1145.01
CONES1135.01
DRUM 1130.01
FLASHING ARROW BOARDS1115.01
PORTABLE WORK ZONE SIGNS1110.02
STATIONARY WORK ZONE SIGNS1110.01
TRAFFIC CONTROL DESIGN TABLES1101.11
WORK ZONE VEHICLE ACCESSES1101.05
TEMPORARY LANE CLOSURES1101.02
WORK ZONE ADVANCE WARNING SIGNS1101.01
TMP-4 THRU TMP-5
TMP-3
TMP-2A THRU TMP-2B
TMP-1
SHEETS, AND LEGENDTITLE SHEET, INDEX OFTOWN COMMON CONNECTOR
CITY OF GREENVILLE - BUILD GRANT PROJECT G
TRAFFIC CONTROL PLANS
PEDESTRIAN DETOUR PLAN
GENERAL NOTES, CONSTRUCTION PHASING, AND DETAILS
TITLE SHEET, INDEX OF SHEETS, AND LEGEND
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_tmp_tsh.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALE
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024436
TMP-2A
TIME RESTRICTIONS;
:LANE AND SHOULDER CLOSURE REQUIREMENTS
OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT WHEN
CONSTRUCTION RESTRICTIONS:
A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:
N) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN.
SIGNING:
THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
L) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE
WARNING SIGNS, AS DIRECTED BY THE ENGINEER.
WHEN NO WORK IS BEING CONDUCTED FOR A PERIOD LONGER THAN ONE WEEK, REMOVE OR COVER ALL ADVANCE WORK ZONE
TRAFFIC CONTROL DEVICES:
BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH.
TRAVEL LANE THAT HAS A DROP-OFF AS FOLLOWS:
I) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN OPENED
PAVEMENT EDGE DROP OFF REQUIREMENTS:
PERFORMED BEHIND A LANE CLOSURE ON THE OPPOSITE SIDE OF THE TRAVELWAY.
H) DO NOT PERFORM WORK INVOLVING HEAVY EQUIPMENT WITHIN 15 FT OF THE EDGE OF TRAVELWAY WHEN WORK IS BEING
TWO-WAY ROAD.
G) DO NOT WORK SIMULTANEOUSLY, ON BOTH SIDES OF AN OPEN TRAVELWAY, WITHIN THE SAME LOCATION, ON A TWO-LANE,
TRAFFIC PATTERN ALTERATIONS:

B) DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND SPECIAL EVENTS AS FOLLOWS:
2. FOR NEW YEAR'S, BETWEEN THE HOURS OF 6:00 A.M. DECEMBER 31st TO 7:00 P.M. JANUARY 2ND. IF NEW
3. FOR EASTER, BETWEEN THE HOURS OF 6:00 A.M. THURSDAY AND 7:00 P.M. MONDAY.
4. FOR MEMORIAL DAY, BETWEEN THE HOURS OF 6:00 A.M. FRIDAY TO 7:00 P.M. TUESDAY.
IF INDEPENDENCE DAY IS ON A FRIDAY, SATURDAY, SUNDAY OR MONDAY THEN BETWEEN THE HOURS OF 6:00 A.M.
THE THURSDAY BEFORE INDEPENDENCE DAY AND 7:00 P.M. THE TUESDAY AFTER INDEPENDENCE DAY.
6. FOR LABOR DAY, BETWEEN THE HOURS OF 6:00 A.M. FRIDAY AND 7:00 P.M. TUESDAY.
7. FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 6:00 A.M. TUESDAY TO 7:00 P.M. MONDAY.
8. FOR CHRISTMAS, BETWEEN THE HOURS OF 6:00 A.M. THE FRIDAY BEFORE THE WEEK OF CHRISTMAS DAY
AND 7:00 P.M. THE FOLLOWING TUESDAY AFTER THE WEEK OF CHRISTMAS.
ANY TRAFFIC PATTERN ALTERATION.
K) NOTIFY THE ENGINEER AND CITY OF GREENVILLE TRANSPORTATION DEPARTMENT TWENTY ONE (21) CALENDAR DAYS PRIOR TO
ROAD NAME
HOLIDAY
1. FOR ANY UNEXPECTED OCCURRENCE THAT CREATES UNUSUALLY HIGH TRAFFIC VOLUMES, AS DIRECTED BY THE
ENGINEER.
5. FOR INDEPENDENCE DAY, BETWEEN THE HOURS OF 6:00 A.M. THE DAY BEFORE INDEPENDENCE DAY AND 7:00 P.M.
THE DAY AFTER INDEPENDENCE DAY.
A LANE CLOSURE IS NO LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.
E) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE CLOSURE OR WHEN
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER, AT NO EXPENSE TO THE CITY.
AREA.
WARNING "UNEVEN LANES" SIGNS (W8-11) 100 FT IN ADVANCE AND A MINIMUM OF EVERY HALF MILE THROUGHOUT THE UNEVEN
J) DO NOT EXCEED A DIFFERENCE OF 1.5 INCHES IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC. INSTALL ADVANCE
TRAFFIC CONTROL PLANS.
M) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING TO THE ROADWAY STANDARD DRAWINGS AND
FOR ADDITIONAL REQUIREMENTS.
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS 1130 (DRUMS), 1135 (CONES), AND 1180 (SKINNY DRUMS)
POSTED SPEED LIMIT (MPH), EXCEPT 10 FT ON-CENTER IN RADII, AND 2 FT OFF THE EDGE OF AN OPEN TRAVELWAY. REFER TO
O) WHEN LANE CLOSURES ARE NOT IN EFFECT, SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER THAN TWICE THE
ROADWAY. STAGGER OR OVERLAP BARRICADES TO ALLOW FOR INGRESS OR EGRESS.
P) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2 ATTACHED, OF SUFFICIENT LENGTH TO CLOSE ENTIRE
IS PROTECTED BY BARRIER OR GUARDRAIL OR OTHERWISE DIRECTED BY THE ENGINEER.
D) DO NOT CONDUCT ANY HAULING OPERATIONS AGAINST THE FLOW OF TRAFFIC OF AN OPEN TRAVELWAY UNLESS THE WORK AREA
SATURDAY THRU SUNDAY ANYTIME
MONDAY THRU FRIDAY9:00 PM TO 7:00 AM
DAY AND TIME RESTRICTIONS
OUTSIDE STANDARD HOURS WILL REQUIRE PAYING OVERTIME FOR A CITY INSPECTOR.
C) DO NOT CONDUCT ANY CONSTRUCTION OPERATIONS AS FOLLOWS, UNLESS DIRECTED BY THE CITY OF GREENVILLE. WORKING
DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING OR REMOVAL OF DEVICES.
STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE, OR RESULT IN DUPLICATE, OR UNDESIRED OVERLAPPING OF
SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS,
ADAPT THE TRANSPORTATION MANAGEMENT PLAN, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD CONDITIONS TO PROVIDE
THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE.
CLOSE THE LANE ACCORDING TO THE TRANSPORTATION MANAGEMENT PLAN, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED BY
F) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF AN UNDIVIDED OR DIVIDED FACILITY,
YEAR'S DAY IS ON A FRIDAY, SATURDAY, SUNDAY, OR MONDAY THEN UNTIL 7:00 P.M. THE FOLLOWING TUESDAY.
HOURS AFTER THE END OF THE ECU HOMECOMING PARADE.
FOR ECU HOMECOMING PARADE OCCURRING IN UPTOWN GREENVILLE BETWEEN 12 HOURS BEFORE THE START AND 12
AND/OR
THE END OF THE PIRATE FEST OCCURRING IN APRIL.
FOR PIRATE FEST OCCURRING IN UPTOWN GREENVILLE BETWEEN 4 HOURS BEFORE THE START AND 4 HOURS AFTER
AND/OR
STREET) BETWEEN 3:00 P.M. AND 10:00 P.M.
FOR ECU FREEBOOT FRIDAY PEP-RALLY OCCURRING AT FIVE POINTS PLAZA IN UPTOWN (5TH STREET AND EVANS
AND/OR
COLISEUM BETWEEN 12 HOURS BEFORE THE START AND 12 HOURS AFTER THE END OF THE GAME.
9. FOR ECU FOOTBALL GAMES OCCURRING AT DOWDY FICKLEN STADIUM AND MEN'S BASKETBALL GAMES AT MINGES
GENERAL NOTES
ROAD NAME DAY AND TIME RESTRICTIONS
6:00 AM TO 9:00 AM AND 4:00 PM TO 7:00 PM MONDAY THRU FRIDAY
E 4TH STREET
E 3RD STREET
E 2ND STREET
E 1ST STREET
E 4TH STREET
E 3RD STREET
E 2ND STREET
E 1ST STREET
PAVEMENT MARKINGS AND MARKERS:
OF PAINT SIX (6) MONTHS AFTER THE INITIAL APPLICATION AND EVERY SIX MONTHS AS DIRECTED BY THE ENGINEER.
R) PLACE ONE APPLICATION OF PAINT PAVEMENT MARKINGS FOR TEMPORARY TRAFFIC PATTERNS. PLACE A SECOND APPLICATION
T) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS BY THE END OF EACH DAY'S OPERATION.
MARKERS.
Q) INSTALL TEMPORARY PAINT PAVEMENT MARKINGS ON INTERIM LAYERS OF PAVEMENT. DO NOT INSTALL TEMPORARY PAVEMENT
S) TIE TEMPORARY AND FINAL PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES.
TRAFFIC PATTERN(S).
U) BEFORE SHIFTING TRAFFIC TO NEW LOCATIONS, CONTRACTOR SHALL REMOVE ANY MARKINGS WHICH CONFLICT WITH THE NEW GENERAL NOTES6:00 AM TO 9:00 AM AND 4:00 PM TO 7:00 PM MONDAY THRU FRIDAY
6:00 AM TO 9:00 AM AND 4:00 PM TO 7:00 PM MONDAY THRU FRIDAY
6:00 AM TO 9:00 AM AND 4:00 PM TO 7:00 PM MONDAY THRU FRIDAY
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_tmp_tsh.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALE
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024436
TMP-2B
MISCELLANEOUS:
GENERAL NOTES (CONTINUED)
PEDESTRIAN AND TRANSIT ACCESS / ACCOMMODATIONS:
CONSTRUCTION PHASING
SIDEWALK.
ACCESS IMPACT. USE PEDESTRIAN CHANNELIZING DEVICES WITH R9-9 "SIDEWALK CLOSED" SIGNS AT CURB RAMPS OF IMPACTED
NOTE: MINIMIZE PEDESTRIAN ACCESS IMPACT AT ALL TIMES. PHASE CROSSWALK CONSTRUCTION TO MINIMIZE PEDESTRIAN
PHASE 1
STEP 1 - SECTION BETWEEN E 5TH STREET AND E 4TH STREET
STEP 2 - SECTION BETWEEN E 4TH STREET AND E 3RD STREET
STEP 3 - SECTION BETWEEN E 3RD STREET AND E 1ST STREET
STEP 4 - E 1ST STREET
SHOWN ON RSD. 1101.01. USING RSD 1101.02, CONSTRUCT THE FOLLOWING:
PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL INSTALL WORK ZONE ADVANCE WARNING SIGNS AS
COORDINATION WITH THE CITY OF GREENVILLE.
EE) ALL CURB RAMP LOCATIONS SHALL BE DERIVED FROM THE ROADWAY PLANS OR AS DIRECTED BY THE ENGINEER IN
NECESSARY.
DD) PROTECT PEDESTRIANS FROM WORK AREAS BY USE OF TEMPORARY BARRIERS, SAFETY FENCE, AND OTHER DEVICES AS
SHOULD ADHERE TO PROWAG STANDARDS WHERE FEASIBLE.
REMOVED FOR CONSTRUCTION OPERATIONS. THESE TEMPORARY PEDESTRIAN CONDITIONS SHALL ADHERE TO ADA STANDARDS, AND
SUITABLE MATERIAL AS APPROVED BY THE ENGINEER) AT ALL LOCATIONS WHERE THE OPEN PEDESTRIAN TRAVELWAY HAS BEEN
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY SIDEWALKS AND RAMPS (CONCRETE, ASPHALT, OR OTHER
CC) PEDESTRIAN ACCESS SHALL BE MAINTAINED AT ALL TIMES AS STATED IN THE TRANSPORTATION MANAGEMENT PLAN.
DETOUR ROUTE, UNLESS OTHERWISE APPROVED BY THE CITY OF GREENVILLE OR THE ENGINEER.
BB) DO NOT PLACE EQUIPMENT ON OR RESTRICT PEDESTRIAN MOVEMENTS ON SIDEWALKS AT ANY TIME WITHOUT APPROVED
TMP-3. AWAY FROM TRAFFIC, CONSTRUCT IMPROVEMENTS BETWEEN E 5TH STREET AND E 4TH STREET
CLOSE SIDEWALK AND SECTION OF PARKING LOT AS SHOWN ON TMP-4. INSTALL A PEDESTRIAN DETOUR AS NEEDED - SEE SHEET
STREET.
TMP-3. AWAY FROM TRAFFIC, CONSTRUCT IMPROVEMENTS AND ASSOCIATED DRAINAGE BETWEEN E 4TH STREET AND E 3RD
CLOSE SIDEWALK AND SECTION OF PARKING LOT AS SHOWN ON TMP-4. INSTALL A PEDESTRIAN DETOUR AS NEEDED - SEE SHEET
STREET.
TMP-3. AWAY FROM TRAFFIC, CONSTRUCT IMPROVEMENTS AND ASSOCIATED DRAINAGE BETWEEN E 3RD STREET AND E 1ST
CLOSE SIDEWALK AND SECTION OF PARKING LOT AS SHOWN ON TMP-5. INSTALL A PEDESTRIAN DETOUR AS NEEDED. SEE SHEET AND DETAILSCONSTRUCTION PHASING,GENERAL NOTES,WORK AREA
24" X 12"
R9-9
24" X 12"
R9-9
24" X 18"
M4-9BL
24" X 18"
M4-9BU
24" X 18"
M4-9BR
RAMP
CURB CUT
TEMPORARY
WATER FILLED BARRIER
24" X 18"
M4-9BR
5' MIN PEDESTRIAN WALKWAY
2' MIN
24" X 18"
M4-9BL
PARKING
24" X 12"
R9-11a
DUE TO CONSTRUCTION
ARE BLOCKED BY BARRIERS OR CLOSED
AND RAMPS ON OPPOSITE SIDE OF STREET
INSTALL SIGN R9-11A WHEN SIDEWALK*FUTURE PARKING
CURB CUT RAMP
TEMPORARY
FENCE
SAFETY
SIDEWALK RELOCATION:
SF SF SF
SIDEWALK
EXIST
EXIST SIDEWALK
DETOURCROSS HERE

SIDEWALK CLOSED*WITH MUTCD STANDARDS (6D.02 AND 6F.68), SHALL BE INSTALLED ALONG ALL PEDESTRIAN WALKWAYS.
INSTALL TEMPORARY CURB CUT RAMPS, BARRIERS, AND PEDESTRIAN DETOUR SIGNING. DETECTABLE EDGING FOR PEDESTRIANS, IN ACCORDANCE
TO PROTECT PEDESTRIANS FROM VEHICULAR TRAFFIC. DELINEATE WORK AREA WITH BARRIERS AND SAFETY FENCE (OR WATER-FILLED BARRIER).
DURING CURB RAMP CONSTRUCTION, SHIFT PEDESTRIAN TRAFFIC TO FUTURE PARKING LANE AS NEEDED. DELINEATE WITH WATER-FILLED BARRIER
SIGNS AS NECESSARY.
AA) CONTRACTOR SHALL COORDINATE USE OF ON-STREET PARKING WITH OWNER AND FACILITIATE INSTALLATION OF 'NO PARKING'
WITH TEMPORARY NO-PARKING SIGNS FOR THE DURATION OF THE PHASE (OR PROJECT).
COMPLETION OF WORK WITHIN THESE AREAS. THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ANY VEHICLES IN CONFLICT
SIGNING AND TEMPORARILY COVER OR REMOVE EXISTING SIGNING. TEMPORARY SIGNING AND COVERS SHALL BE REMOVED UPON
CONSTRUCTION ACCOMMODATIONS. WHERE APPROVED, THE CONTRACTOR WILL BE REQUIRED TO INSTALL TEMPORARY NO-PARKING
Z) CONTRACTOR SHALL COORDINATE WITH THE CITY FOR TEMPORARY REMOVAL OF ON-STREET PARKING, AS NEEDED FOR
D, & E ALONG 5TH STREET.
LOCATIONS LISTED IN THE PROJECT SPECIFICATIONS INCLUDING BUT NOT LIMITED TO: GREENVILLE BUILD GRANT PROJECTS C,
Y) CONTRACTOR SHALL COORDINATE WORK WITH OPERATIONS, SPECIAL EVENTS, AND NEARBY PROJECTS OCCURRING AT ALL
PROPERTY OWNERS.
DRIVEWAY CLOSURES AFFECTING EACH PROPERTY. MEETINGS, DOORHANGERS, PHONE CALLS, ETC. MAY BE USED TO INFORM
SHALL BE NOTIFIED AT LEAST TWO WEEKS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND/OR ROAD, INTERSECTION, AND/OR
AND PROVIDE AN ESTIMATED COMPLETION DATE. PROPERTY OWNERS ADJACENT TO EACH PHASE/AREA OF CONSTRUCTION
X) CONTRACTOR SHALL NOTIFY PROPERTY OWNERS PRIOR TO CONSTRUCTION ADJACENT TO EACH RESPECTIVE PROPERTY
DEVICES.
SPACING OF ADVANCE SIGNING, PAVEMENT MARKINGS, LANE TAPERS AND CLOSURES, AND ASSOCIATED TRAFFIC CONTROL
W) PER DIRECTION OF THE ENGINEER AND AS ACTUAL FIELD CONDITIONS WARRANT, THE CONTRACTOR SHALL ADJUST THE
THE ENGINEER.
V) LAW ENFORCEMENT MAY BE USED TO MAINTAIN TRAFFIC THROUGH THE WORK AREA AND/OR INTERSECTIONS AS DIRECTED BY
SPECIFICATIONS FOR LIQUIDATED DAMAGES.
COMMENCEMENT AND 10 CONSECUTIVE CALENDAR DAYS BEFORE ECU'S FALL SEMESTER CLASSES BEGIN. REFER TO PROJECT
COMPLETE THE WORK IN THE ECU PARKING LOT DESCRIBED IN STEP 2 BETWEEN THE MONDAY AFTER ECU'S SPRING SEMESTER
INTERMEDIATE CONTRACT TIME #3:DETOURCLOSEDSIDEWALKDETOURDETOURCLOSEDSIDEWALKDETOURDETOUR24" X 18"
M4-9BU
THE SOUTH SIDE OF E 1ST STREET.
PEDESTRIAN TRAFFIC ONTO E 1ST STREET USING THE SIDEWALK RELOCATION DETAIL BELOW TO CONSTRUCT THE CURB RAMP ON
INSTALL PEDESTRIAN REFUGE LANDSCAPED MEDIAN BEFORE INSTALLING CURB RAMPS ACROSS E 1ST STREET. ROUTE
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_tmp-3.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALE
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024436
30'' X 24''
M4-9BDETOUR
30'' X 24''
M4-9BDETOUR
A
B
C
36'' X 36''
AHEAD
CLOSED
SIDEWALK
SP-200NAD 83/NA 2011TYPE III BARRICADE
WORK AREA
LEGEND
DETOUR
30'' X 24''
TYPE III BARRICADE
M4-9b
DETOUR
30'' X 24''
TYPE III BARRICADE
M4-9b R9-9
24'' X 12''
TYPE III BARRICADE
CLOSED
SIDEWALK
D FE
2" MAX2" MAX2" MAX
E
1ST
ST
E
2ND
ST
E
3RD
ST
E
4TH
ST
E
5
TH
S
T COTANCHE STEVANS STREADE STE 2ND STREADE
C
IR
.E 1ST STE 3RD STE 4TH STE 5TH STEVANS STS WASHINGTON STS GREENE STS PITT STS HOLLY STS SUMMIT STJ
OHNSTON STS JARVIS STSTUDENT STBILTMORE STS ROTARY AVEHARDING STN HOLLY STAVERY STT
A
R
R
IV
E
R
F
D
E
F
F
F
D
F
F
PEDESTRIAN DETOUR PLAN S WOODLAWN AVEB
C
B
C
E
PEDESTRIAN DETOUR
TMP-3
F
DETOUR PLANPEDESTRIAN A
E
C
D
B
A
A
A
A
A
A
A
A
DETOUR SIGN
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_tmp-4.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALE
NG INEER
N ORTH CAR
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LINA
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024436
NAD 83/NA 2011
TMP-4
NAD 83/NA 2011
TRAFFIC CONTROL PLANSMATCHLINE E 4TH STREET (SEE BELOW)MATCHLINE E 4TH STREET (SEE ABOVE)MATCHLINE -G3- STA 18+50 (SEE SHEET TMP-5)
18"18"
18"18"
CONSTRUCTION IN ECU PARKING LOT.
THE PROJECT SPECIFICATIONS FOR
REFER TO ICT3 ON SHEET TMP-2B AND IN
10
15R9-9
24'' X 12''
CLOSED
SIDEWALK
(TYP)
PEDESTRIAN BARRICADE
2" MAX
-G1-E 5TH STE 4TH STR9-9
24'' X 12''
CLOSED
SIDEWALK
(TYP)
PEDESTRIAN BARRICADE
2" MAX
E 3RD ST-G2-
-G2--G3-OF STEP 2. REFER TO PROJECT SPECIFICATIONS FOR LIQUIDATED DAMAGES.
BEGINNING OF ECU'S FALL SEMESTER. COORDINATE WITH ECU TO DETERMINE AN APPROPRIATE START DATE FOR CONSTRUCTION
COMPLETE THE WORK IN THE ECU PARKING LOT DESCRIBED IN STEP 2 BETWEEN THE END OF ECU'S SPRING SEMESTER AND THE
INTERMEDIATE CONTRACT TIME #2:
F
F
F
F
F
F
F
F
F
F
CONC
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_tmp-5.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALE
NG INEER
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024436
NAD 83/NA 2011
TMP-5-G3- STA 23+00 (SEE BELOW)NAD 83/NA 2011
TRAFFIC CONTROL PLANMATCHLINE -G3- STA 23+00 (SEE ABOVE)MATCHLINE -G3- STA 18+50 (SEE SHEET TMP-4)
'NO PARKING' SIGNS AS NECESSARY.
AND FACILITIATE INSTALLATION OF
OF ON-STREET PARKING WITH OWNER
CONTRACTOR SHALL COORDINATE USE
'NO PARKING' SIGNS AS NECESSARY.
AND FACILITIATE INSTALLATION OF
OF ON-STREET PARKING WITH OWNER
CONTRACTOR SHALL COORDINATE USE
'NO PARKING' SIGNS AS NECESSARY.
AND FACILITIATE INSTALLATION OF
OF ON-STREET PARKING WITH OWNER
CONTRACTOR SHALL COORDINATE USE2025R9-9
24'' X 12''
CLOSED
SIDEWALK
(TYP)
PEDESTRIAN BARRICADE
2" MAXE 3RD ST-G3-E 2ND STE 1ST ST-G3-
R9-9
24'' X 12''
CLOSED
SIDEWALK
(TYP)
PEDESTRIAN BARRICADE
2" MAX
F
F
F
F
F
C
C
C
C
F
F
F
F
F
F
C
F
F
F
F
F
C
C
C
C
C
C
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WR/WEXISTINGEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W15" RCPEXISTING R/WEXISTING R/WINVERT UNKNOWN
CONC
7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_tsh_EC.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NAD 83/NA 2011-G1- STA 10+17.00
BEGIN PROJECT G
-G3- STA 27+31.28
END PROJECT G
-G1- STA 11+62.14
END -G1-
-G2- STA 13+50.00
BEGIN -G2-
-G2- STA 17+08.46
END -G2-
-G3- STA 19+84.56
BEGIN -G3-E. 5TH STE. 4TH STE. 3RD STE. 2ND STE. 1ST STEC-1A
EC-1
EC-2
EC-3
EC-4
EROSION CONTROL PLANNARRATIVE
DISTURBED AREAS
TOWN COMMON CONNECTOR GREENWAY
IMPERVIOUS AND PERVIOUS SURFACES IN
PROPOSED PERVIOUS SURFACE = 0.58 AC
PROPOSED IMPERVIOUS SURFACE = 0.50 AC
Total Denuded Area (shaded) = 1.08 acres
grass and permanent plantings.
of this project. Also, approximately 0.58 acres will be vegetatively stabilized with
Greenville. Approximately 0.83 acres will be disturbed during the construction
and access numerous recreational, cultural, and residential destinations in
bicycle and pedestrian use. It is being constructed by the City of Greenville to connect
The Town Common Connector Greenway is a part of a multi-use trail system for
Project Description
DIRECTION OF FLOW
PROJECT DENUDED AREAS
(CrC & Bb).
The soil types throughout the project limits are mostly sandy loams
Soils
erosion soils.
around the project appear to be stable and do not show signs of significant
50-foot Riparian Buffer protection area. The fill slopes and drainage ditches
South Tar River is protected by the Tar-Pamlico Riparian Buffer and contains a
post-construction runoff for all existing system outlets that are to be retained.
no new drainage patterns will be introduced. Pre-construction runoff equals
existing ditches and storm drain systems and eventually flows into the Tar River thus
Drainage from the project site sheet flows or makes its way through a series of
moderate slopes. Land use along the project ranges from undeveloped to fully developed.
The site is generally rolling and contains a couple drainage ways that are bordered by
Site Description
along E 1st Street.
completed Town Creek Culvert project where it will tie into the Town Commons
project site begins on E 5th Street. The trail then goes north along the previously
The Town Common Connector is located in Pitt County, Greenville, NC. The TAR RIVER
47SCB
S
S
S
TT
CB
18" RCPSTRANSFORMERS
S
SBOLLARDHH9' CONC
30" C&G
24" C&GHH63" CONCHH30" C&GHHHH30" C&G30" C&G
30" C&G
60" CONC
CONC30" C&G
E 5TH ST BSTCONC6" CONC CURB24" C&G24" C&GHH24" C&G
CONC24" C&G
24" C&G
CO
N
C
24" C&G
CONC30" C&G30" C&GHH10' CONC10' CONCRAMPHCREADE CIR BST
READE ST BST
E 4TH ST BST(PUBLIC R/W AND B/B VARIES)E. 5TH STREETPANEL 327COMM
S
CB
RAMP
HCRAMP
HC
WM
WM
60" OAK
32" OAK
12" OAK
40" OAK
CONC
CONC
CONC PAD
MHSD
L/A
TEL
CONC PADS
EL. 44.36 (NAVD88)
TBM LAG IN POLE (#2189)
9" BP
14" ORN
P.N. 25976
M.B. 27 PG. 159
D.B. 3755 PG. 483
ALEXIS ROXANNE THONEN
N/F
PERMANENT UTILITY EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
MHSD
18" OAK
TEL
S
TEL
WM WM
12" DW
BST
PANEL 309
BST
CONC PAD
BST
60" OAK
L/A
52" OAK
P.N. 29291
M.B. 15 PG. 53
M.B. 25 PG. 175
M.B. 27 PG. 159
D.B. A40 PG. 186
D.B. U 47 PG. 511
STATE OF NORTH CAROLINA
N/F
S
20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)
PERMANENT UTILITY EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
PERMANENT DRAINAGE EASEMENT
(M.B. 80 PG. 63)
MHSD
COMM
30" ORN
L/A
CB
TEL
S
S
TSP
RAMP
HC
TMH
RAMP
HC
WM
TEL
MHSD
MHSD CB
TMH RAMP
HC
MHSD
RAMP
HC TSP
FO CAB
ELEC &
CLUSTER
CM
CLUSTER
CM
S
DI
EIPEXISTING R/WEXISTING R/WR/WEXISTING18" RCP(M.B. 20 PG. 70)(60' PUBLIC R/W; B/B VARIES)E. 4TH STREET3030
35
353535 40
40
40404040 454550E 4TH STE 5TH ST1
-G1-7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_psh_EC-1.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.NAD 83/NA 2011
EC-1 EROSION CONTROL PLANSOIL STABILIZATION TIMEFRAMES
STABILIZATION TIME TIMEFRAME EXCEPTIONSSITE DESCRIPTION
NPDES GENERAL STORMWATER PERMIT
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
NONE
NONEPERIMETER DIKES, SWALES, DITCHES AND SLOPES
HIGH QUALITY WATER (HQW) ZONES
SLOPES STEEPER THAN 3:1
SLOPES 3:1 OR FLATTER
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS
14 DAYS
7 DAYS
7 DAYS
7 DAYS
TREE PROTECTION NOTES
(APPLIES TO ALL SHEETS)
LEGEND
CONSTRUCTION LIMIT C
TPF
EXISTING CONTOUR
F
(SHADED ON PLANS)
LIMITS OF DISTURBANCE
STD DETAIL 1607.01 ON SHEET EC-8)
ENTRANCE (SEE MODIFIED NCDOT
TEMPORARY CONSTRUCTION
1633.01 ON SHEET EC-10)
TYPE A (SEE NCDOT STD DETAIL
TEMPORARY ROCK SILT CHECK DAM,
(SEE DETAIL ON SHEET EC-7)
TEMPORARY SILT FENCE
(SEE DETAIL ON SHEET EC-7)
TREE PROTECTION FENCE
(SEE DETAIL ON SHEET EC-8)
WATTLE CHECK
& EC-9)
(SEE DETAILS ON SHEETS EC-7
STORM DRAIN INLET PROTECTION
(SEE DETAIL ON SHEET EC-7)
SILT FENCE OUTLET
SPECIAL SEDIMENT CONTROL FENCE/
CONTRACTORS EXPENSE.
OR NEAER CONSTRUCTION ENTRANCES MUST BE REPAIRED AT THE
CITY ENGINEER. ANY DAMAGE TO EXISTING CURB AND GUTTER AT
EQUIPMENT DURING THE PROJECT DURATION UNLESS DIRECTED BY
ADJACENT TO THIS PROJECT ARE FREE OF DEBRIS, DIRT, AND
CONTRACTOR TO ENSURE THAT ALL ROADWAYS AND CURB LINES
GENERAL NOTES (TYPICAL ALL SHEETS):
OF ROADS, DRIVEWAYS, OR PARKING LOTS.
CLEANED OFF THE ROADWAY BY DRY SWEEPING METHODS ONLY. WATER MUST NOT BE USED TO WASH SEDIMENT OFF
13.) DO NOT ALLOW CONCRETE DUST/WASTE/WASTEWATER INTO STORM DRAIN OR OFF-SITE. ALL SEDIMENT MUST BE
STABILIZATION
12.) USE ROLLED EROSION CONTROL PRODUCTS ON ALL CUT/FILL SLOPES INCLUDING BASINS AS NECESSARY FOR
REPLACED BY WATTLES UPON PARTIAL STABILIZATION OF SOIL.
IN DITCHES. CONTRACTOR TO COORDINATE WITH CITY INSPECTOR TO DETERMINE WHEN ROCK CHECK DAMS MAY BE
11.) ROCK CHECK DAMS TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL IS DRAINING
TO USE AT A GIVEN TIME.
URBAN NATURE OF THE SITE. CONTRACTOR TO COORDINATE WITH CITY INSPECTOR TO DETERMINE THE BEST METHOD
TO STRUCTURES. MANY VERSIONS OF INLET PROTECTION HAVE BEEN PROPOSED ON THIS PROJECT DUE TO THE
10.) INLET PROTECTION TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL IS DRAINING
9.) SEE SHEET SHEET EC-5 FOR GENERAL CONSTRUCTION SCHEDULE/SEQUENCE
8.) NO BURNING WILL BE ALLOWED ON THE PROJECT.
7.) INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT RUNOFF.
NPDES PERMIT NO. NCG010000 AND NORTH CAROLINA GENERAL STATUE 113A-54.1(e) AND 15A NCAC 04B.0131.
SELF-INSPECTIONS AND SELF-MONITORING SHALL BE CONDUCTED IN ACCORDANCE WITH THE CONDITIONS OF THE
RAINFALL EVENT OF ONE INCH AND GREATER. SUBMIT SELF-INSPECTION REPORT WITHIN 15 DAYS OF THE INSPECTION.
6.) ALL EROSION CONTROL MEASURES MUST BE SELF-INSPECTED ONCE A WEEK OR WITHIN 24 HOURS OF ANY
FENCE RUNS.
5.) SILT FENCE OUTLET MUST BE ADDED IN THE FIELD WHENEVER LOW POINTS ARE ENCOUNTERED ALONG SILT
STORM DRAINS ARE INSTALLED SO THAT THE FENCES WILL PASS OVER THE PIPE OUTLETS.
4.) WHERE SILT FENCES ARE LOCATED BELOW STORM DRAIN OUTLETS, THEIR LOCATIONS MUST BE MODIFIED AS THE
BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION.
SILT FROM PUMPED EFFLUENT DURING COSNTRUCTION. IF COFFER DAMS ARE UTILIZED, A COFFER DAM DETAIL MUST
BLOACKAGE, REPLACE BAG WHEN ƒ FULL OF SEDIMENT, AND PROVIDE A SUFFICIENT QUANTITY OF BAGS TO CONTAIN
COFFER DAM AND PUMP AROUND. IF SILT BAGS ARE UTILIZED, CONTRACTOR TO INSPECT BAG FOR DAMAGE AND
OR CONTRACTOR SHALL PLAN TO ISOLATE AND DEWATER EXCAVATED AREAS AS NEEDED USING SILT BAGS AND/OR
3.) PIPES SHALL BE INSTALLED/REPLACED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING INSTALLATION)
AT THE CONTRACTOR'S EXPENSE.
DAMAGE TO EXISTING CURB AND GUTTER, ROADS, OR PARKING LOTS AT CONSTRUCTION ENTRANCES MUST BE REPAIRED
FREE OF DEBRIS, DIRT, AND EQUIPMENT DURING THE PROJECT DURATION UNLESS DIRECTED BY CITY ENGINEER. ANY
2.) CONTRACTOR TO ENSURE THAT ALL ROADWAYS, PARKING LOTS, AND CURB LINES ADJACENT TO THIS PROJECT ARE
1.) ALL EROSION CONTROL MEASURES TO BE WITHIN LIMITS OF DISTURBANCE.
OF ENERGY, MINERAL, AND LAND RESOURCES.
DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION
APRIL 1, 2019 ISSUED BY THE NORTH CAROLINA
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE
COMPLYWITH THE REGULATIONS SET FORTH BY THE
THESE EROSION AND SEDIMENT CONTROL PLANS
TO PROTECT THE SOIL. THE ROAD BED MATERIAL SHALL BE REPLENISHED AS NECESSARY TO MAINTAIN A 6-INCH DEPTH.
IF TEMPORARY HAUL OR ACCESS ROADS MUST PASS OVER THE ROOT AREA OF TREES TO BE RETAINED, A ROAD BED OF 6 INCHES OF MULCH OR GRAVEL SHALL BE CREATED 11.
ANY ROOTS DAMAGED DURING GRADING OR CONSTRUCTION SHALL BE EXPOSED TO SOUND TISSUE AND CUT CLEANLY WITH A SAW.10.
ANY GRADING, CONSTRUCTION, DEMOLITION OR OTHER WORK THAT IS EXPECTED TO ENCOUNTER TREE ROOTS MUST BE MONITORED BY THE CONSULTING ARBORIST.9.
TREATMENTS CAN BE APPLIED.
IF DAMAGE SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION, IT SHOULD BE EVALUATED AS SOON AS POSSIBLE BY THE CITY OR AUTHORIZED AGENT SO THAT APPROPRIATE 8.
TREE-SAFE AND NOT EASILY TRANSPORTED BY WATER.
ANY HERBICIDES PLACED UNDER PAVING MATERIALS MUST BE SAFE FOR USE AROUND TREES AND LABELED FOR THAT USE. ANY PESTICIDES USED ON SITE MUST BE 7.
AND NOT BY CONSTRUCTION PERSONNEL.
COORDINATE WITH CITY PRIOR TO PERFORMING ADDITIONAL TREE PRUNING REQUIRED FOR CLEARANCE DURING CONSTRUCTION. MUST BE PERFORMED BY A QUALIFIED ARBORIST 6.
NO MATERIALS, EQUIPMENT, SPOIL OR WASTE OR WASHOUT WATER MAY BE DEPOSITED, STORED, OR PARKED WITHIN THE TREE PROTECTION ZONE.5.
TUNNELED OR BORED UNDER THE TREE.
ALL UNDERGROUND UTILITIES AND DRAIN LINES SHALL BE ROUTED OUTSIDE OF THE TREE PROTECTION ZONE. IF LINES MUST TRAVERSE THE PROTECTION AREA, THEY SHALL BE 4.
CONSTRUCTION TRAILERS AND TRAFFIC AND STORAGE AREAS MUST REMAIN OUTSIDE THE TREE PROTECTION ZONE AT ALL TIMES. 3.
REMOVED WITHOUT THE WRITTEN PERMISSION OF THE CITY OR AUTHORIZED AGENT.
FENCES ARE TO REMAIN UNTIL ALL SITE WORK HAS BEEN COMPLETED. FENCES MAY NOT BE RELOCATED OR
TEMPORARY FENCES SHOULD BE ERECTED TO PROTECT TREES TO BE PRESERVED. FENCES DEFINE A SPECIFIC PROTECTION ZONE FOR EACH TREE OR GROUP OF TREES. 2.
STORAGE AREAS, AND TREE PROTECTION MEASURES.
BEFORE BEGINNING WORK, THE CONTRACTOR IS REQUIRED TO MEET WITH THE CITY OR AUTHORIZED AGENT AT THE SITE TO REVIEW ALL WORK PROCEDURES, ACCESS ROUTES, 1.
TREE PRESERVATION CONSTRUCTION SPECIFICATIONS:MATCHLINE E 4TH STREET (SEE SHEET EC-2)LIMITS (TYP)
2' FROM CONSTRUCTION
INSTALL SILT FENCE
LIMITS OF DISTURBANCE (TYP)
ENTRANCE
CONSTRUCTION
INSTALL GRAVEL
CONSTRUCTION SITE)
(OR LOCATION NEAR ENTRANCE TO
PLACE PERMITS RECORD BOX HERE
ENTRANCE
CONSTRUCTION
INSTALL GRAVEL
10
F
F
F
47CONC WALKS L/ABOLLARD
T
SBOLLARDCONCCONC30" C&G30" C&G24" C&G
24" C&G
24" C&GBST24" C&G2
4" C&G2
4" C&G24" C&G 24" C&GCONCCONCHHE 4TH ST BSTE 3RD ST BSTBOLLARD
WALK
CONC (M.B. 20 PG. 66)(60' PUBLIC R/W; B/B VARIES)E. 3RD STREET12" ORN
14" ORN
12" ORN
L/A
EL. 34.84 (NAVD88)
TBM TOP OF HYD. (#1862)
PERMANENT DRAINAGE EASEMENT
& CULVERT
CONC HW
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
PERMANENT UTILITY EASEMENT
(D.B. 3564 PG. 215)
S
CONC
PANEL 313
CONC PAD
FH
BST
BST
BST
P.N. 29290
M.B. 15 PG. 52
M.B. 20 PG. 70
D.B. K38 PG. 712
D.B. A40 PG. 186
STATE OF NORTH CAROLINA
N/F
BST
L/A
18" ORN
S
BST
(M.B. 20 PG. 66)
18" OAK 12" OAK
L/A
COMM
L/A
30" OAK
L/A
21" OAK 21" OAK 24" OAK
CB
MHSD
12" ORN
12" ORN
12" ORN
TMH
12" ORN
VAULTS
WATER
PAD
CONC
S
18" ORN
MHSD
TRANSFORMER
CONC PAD
MHSD
EIR
EASEMENT
20' SANITARY SEWER
EXISTING R/WEXISTING R/WEXISTING R/WL/A
INVERT UNKNOWN
(M.B. 20 PG. 70)(60' PUBLIC R/W; B/B VARIES)E. 4TH STREET15
2
02
0
2
0
25
2
5
25
30
3
03030 3535
35
3535404045
45
50
E 3RD ST2
-G2--G3--G2-7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_psh_EC-2.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.NAD 83/NA 2011
EC-2 EROSION CONTROL PLANLEGEND
(SHADED ON PLANS)
LIMITS OF DISTURBANCE
CONSTRUCTION LIMIT
(SEE DETAIL ON SHEET EC-7)
TEMPORARY SILT FENCE
(SEE DETAIL ON SHEET EC-7)
TREE PROTECTION FENCE
STD DETAIL 1607.01 ON SHEET EC-8)
ENTRANCE (SEE MODIFIED NCDOT
TEMPORARY CONSTRUCTION
1633.01 ON SHEET EC-10)
TYPE A (SEE NCDOT STD DETAIL
TEMPORARY ROCK SILT CHECK DAM,
(SEE DETAIL ON SHEET EC-8)
WATTLE CHECK
& EC-9)
(SEE DETAILS ON SHEETS EC-7
STORM DRAIN INLET PROTECTION
(SEE DETAIL ON SHEET EC-7)
SILT FENCE OUTLET
SPECIAL SEDIMENT CONTROL FENCE/
EXISTING CONTOUR
(APPLIES TO ALL SHEETS)
TPF
STOCKPILE AREA
STAGING AND
MATCHLINE -G3- STA 18+50 (SEE SHEET EC-3)MATCHLINE E 4TH STREET (SEE SHEET EC-1)LIMITS (TYP)
2' FROM CONSTRUCTION
INSTALL SILT FENCE
SILT FENCE (TYP)
AND REINFORCED
INSTALL J-HOOK
LIMITS OF DISTURBANCE (TYP)
APPLY TO ALL LOCATIONS.
DISTURBING EXISTING TREES.
NECESSARY TO AVOID
ADJUST SILT FENCE AS
1 FT WEIR HEIGHT.
AFTER PIPE IS INSTALLED (TYP).
SILT FENCE AROUND TOP OF CULVERTS
CLEARING AND GRUBBING. INSTALL
AT ALL DRAINAGE OUTLETS DURING
INSTALL ROCK SILT CHECK, TYPE A
AND CONCRETE WASHOUT AREA
STAGING, STORAGE, STOCKPILE,
ENTRANCE
CONSTRUCTION
INSTALL GRAVEL
ENTRANCE
CONSTRUCTION
INSTALL GRAVEL
ENTRANCE
CONSTRUCTION
INSTALL GRAVEL
18"18"
18"18"
MH
TO JB W/
CONVERT CB
18" RCP
EXISTING
RETAIN
EXIST BOX
TIE TO
15" RCP-IV
15" RCP-IV ORETAIN
RETAIN
PROPOSED CB
PROPOSED CB
15" RCP
RETAIN EXISTING
PROPOSED CB PROPOSED CB
PROPOSED CB
15" RCP-I
V
15" RCP-IV
15" RCP-IV 15TYP
8.5'
TYP
8.5'
TYP9'TYP9'
TYP
9'
F
F
F
F
F
F
F
47
S CBCBCBCBS
72" CHL
72" CHL
& CULVERT
CONC HW
& CULVERT
CONC HW
R
IPR
A
PR
IPRA
P
RIPRAPCONCCONC
20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)
100 AND 500 YEAR FLOOD BOUNDARY SCALED
FROM FEMA FIRM EFFECTIVE JULY 7, 2014
100 AND 500 YEAR FLOOD BOUNDARY SCALED
FROM FEMA FIRM EFFECTIVE JULY 7, 2014
P.N. 16488
D.B. 936 PG. 698
G. MONTAQUILA
ROBERT T. MONTAQUILA AND WIFE, LUCY
N/F
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
PERMANENT UTILITY EASEMENT
(M.B. 80 PG. 63)
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
PANEL 314
MHSD
TRANSFORMER
RIPRAP
15" GUM
42" SYC
P.N. 26144
D.B. 3606 PG. 780
BROWN & BROWN OF CAROLINA, LLC
N/F
M.B. 22 PG. 85
SECOND STREET APARTMENTS
P.N. 26145
D.B. 2296 PG. 41
ERIC PAYNE
N/F
HVAC
1SBKDUPLEX
HVAC
MHSD
RIPRAPRIPRAP
20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)EXISTING R/WEIP
EIP
36" PECANEXISTING R/WNOT VISIBLE
END OF PIPE
P.N. 29282
M.B. 20 PG. 66
D.B. A 40 PG. 186
STATE OF NORTH CAROLINA
N/F1010
10101010
15 15
1515152
02020202020
25
252525303030E 3RD ST4
3
-G3-7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_psh_EC-3.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
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026480
LARR
Y D. ROBINSON, JR.NAD 83/NA 2011
EC-3
(APPLIES TO ALL SHEETS)
LEGEND
CONSTRUCTION LIMIT C
TPF
EXISTING CONTOUR
F
(SHADED ON PLANS)
LIMITS OF DISTURBANCE
STD DETAIL 1607.01 ON SHEET EC-8)
ENTRANCE (SEE MODIFIED NCDOT
TEMPORARY CONSTRUCTION
1633.01 ON SHEET EC-10)
TYPE A (SEE NCDOT STD DETAIL
TEMPORARY ROCK SILT CHECK DAM,
(SEE DETAIL ON SHEET EC-7)
TEMPORARY SILT FENCE
(SEE DETAIL ON SHEET EC-7)
TREE PROTECTION FENCE
(SEE DETAIL ON SHEET EC-8)
WATTLE CHECK
& EC-9)
(SEE DETAILS ON SHEETS EC-7
STORM DRAIN INLET PROTECTION
(SEE DETAIL ON SHEET EC-7)
SILT FENCE OUTLET
SPECIAL SEDIMENT CONTROL FENCE/
FROM STA. 20+00 TO STA. 20+70 -G3- RT
Flatter3:1 or
b=2 Ft.
d=1 Ft.
Type of Liner= Class 'B' Rip-Rap
b
DETAIL 1
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
3:1D Flatter3:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 20+70 TO STA. 21+00 -G3- RT
DETAIL 2
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Type of Liner=Class 'B' Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
Flatter3:1 or
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 21+00 TO STA. 23+00 -G3- RT
DETAIL 3
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
EROSION CONTROL PLANMATCHLINE -G3- STA 18+50 (SEE SHEET EC-2)MATCHLINE -G3- STA 23+00 (SEE SHEET EC-4)ENTRANCE
CONSTRUCTION
INSTALL GRAVEL
LIMITS (TYP)
2' FROM CONSTRUCTION
INSTALL SILT FENCE
SILT FENCE (TYP)
AND REINFORCED
INSTALL J-HOOK
LIMITS OF DISTURBANCE (TYP)
APPLY TO ALL LOCATIONS.
DISTURBING EXISTING TREES.
NECESSARY TO AVOID
ADJUST SILT FENCE AS
1 FT WEIR HEIGHT.
AFTER PIPE IS INSTALLED (TYP).
SILT FENCE AROUND TOP OF CULVERTS
CLEARING AND GRUBBING. INSTALL
AT ALL DRAINAGE OUTLETS DURING
INSTALL ROCK SILT CHECK, TYPE A CB-ERETAI
NRETAI
NSEE DETAIL 3
SPECIAL CUT 'V' DITCH
EST. 20 S.Y. GFD
EST. 9 TONS CL-B RIPRAP
SEE DETAIL 2
SPECIAL CUT 'V' DITCH
EST. 35 S.Y. GFD
EST. 15 TONS CL-B RIPRAP
SEE DETAIL 1
TOE PROTECTION
RETAIN
EST 12 SY GFD
EST 4 TONS CLASS I RIP RAP
RIP RAP OUTLET PROTECTION
INSTALL FLARED END SECTION
END SECTION
INSTALL FLARED RCP-
I
V
1
8
" 20F
F
F
F
F
C
C
C
C
F
F
4718" RCPSS
15" HDPE15" CMP8" LST24" HDPE72" CHL
7
2" CHLCB
CBCONC HEAD WALLRI
PRAP30" C&G30" C&G24" C&G
24" C&GCONC30" C&GE 2ND ST BSTE 1ST ST BST(M.B. 20 PG. 66)(80' PUBLIC R/W; 60' B/B)E. 1ST STREET100 AND 500 YEAR FLOOD BOUNDARY SCALED
FROM FEMA FIRM EFFECTIVE JULY 7, 2014
24" SYC
14" ELM
15" PECAN
30" ELM
12" TWIN ELM
24" TWIN ELM
12" HICKORY
M.B. 22 PG. 85
SECOND STREET APARTMENTS
15" HICKORY
14" SYC
15" TWIN BEECH
8' DRAINAGE EASEMENT
(M.B. 22 PG. 85)
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)
EIP
EIP
PANEL 322
CONC
U/C
CONC
P.N. 29282
M.B. 20 PG. 66
D.B. A 40 PG. 186
STATE OF NORTH CAROLINA
N/F
FROM FEMA FIRM EFFECTIVE JULY 7, 2014
100 AND 500 YEAR FLOOD BOUNDARY SCALED
14" HICKORY
20" ELM
12" TWIN GUM
21" SYC
RIPRAP
RIPRAP
30" TWIN ELM
15" ELM
12" HICKORY
21" SYC
12" ELM 27" TRIPLE SYC
18" HICKORY
12" GUM14" GUM12" GUM
14" GUM
12" SYC 20" TWIN SYC
24" GUM
RIP
R
AP
12" ELM
1SBKDUPLEX
12" HICKORY
12" ELM
24" ELM
21" PECANEL. 34.57 (NAVD88)
TBM LAG IN POLE (#2188)
42" HICKORY
P.N. 21948
M.B. 15 PG. 89
D.B. 3867 PG. 838
D.B. 3317 PG. 37
THE DEVELOPMENT TRUST, LLC
N/F
CONC
EIP
P.N. 85999
M.B. 15 PG. 89
D.B. 3866 PG. 429
THE DEVELOPMENT TRUST, LLC
N/F
18" GUM 12" GUM
20" HICKORY
15" GUM 18" SYC
20" GUM
24" GUM
12" TWIN GUM
32" OAK
M.B. 1 PG. 131
LANG PROPERTY
36" OAK 12" HICKORY
HICKORY
15" TRIPLE
15" TWIN HICKORY
20" HICKORY
HVAC
P.N. 04585
D.B. 3324 PG. 247
JIM BLOUNT PROPERTIES, LLC
N/F1SFDUPLEX
GRAVEL
SAT
MHSDEXISTING R/WEXISTING R/W P.N. 23797
M.B. 84 PG. 37
D.B. 3785 PG. 116
CITY OF GREENVILLE
N/F
M.B. 22 PG. 85)(PUBLIC R/W; M.B. 1 PG. 131, E. 2ND STREETCONC5
55510101010101015
15151515
15202020202025252525252530303030E 1ST STE 2ND ST3
5
6
7
8
-G3-
-G3-7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_psh_EC-4.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
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NF
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026480
LARR
Y D. ROBINSON, JR.NAD 83/NA 2011
EC-4 EROSION CONTROL PLAN(APPLIES TO ALL SHEETS)
LEGEND
CONSTRUCTION LIMIT C
TPF
EXISTING CONTOUR
F
(SHADED ON PLANS)
LIMITS OF DISTURBANCE
STD DETAIL 1607.01 ON SHEET EC-8)
ENTRANCE (SEE MODIFIED NCDOT
TEMPORARY CONSTRUCTION
1633.01 ON SHEET EC-10)
TYPE A (SEE NCDOT STD DETAIL
TEMPORARY ROCK SILT CHECK DAM,
(SEE DETAIL ON SHEET EC-7)
TEMPORARY SILT FENCE
(SEE DETAIL ON SHEET EC-7)
TREE PROTECTION FENCE
(SEE DETAIL ON SHEET EC-8)
WATTLE CHECK
& EC-9)
(SEE DETAILS ON SHEETS EC-7
STORM DRAIN INLET PROTECTION
(SEE DETAIL ON SHEET EC-7)
SILT FENCE OUTLET
SPECIAL SEDIMENT CONTROL FENCE/3:1D Flatter3:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 25+00 TO STA. 25+24 -G3- RT
DETAIL 4
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Type of Liner=Class 'B' Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
MATCHLINE -G3- STA 23+00 (SEE SHEET EC-3)LIMITS (TYP)
2' FROM CONSTRUCTION
INSTALL SILT FENCE
LIMITS (TYP)
FENCE 2' FROM CONSTRUCTION
INSTALL TREE PROTECTION
SILT FENCE (TYP)
AND REINFORCED
INSTALL J-HOOK LIMITS OF DISTURBANCE (TYP)
ENTRANCE
CONSTRUCTION
INSTALL GRAVEL
APPLY TO ALL LOCATIONS.
DISTURBING EXISTING TREES.
NECESSARY TO AVOID
ADJUST SILT FENCE ASRETAINRETAIN
SEE DETAIL 4
SPECIAL CUT 'V' DITCH
(LAY 18" THICK)
EST. 35 S.Y. GFD
EST. 17 TONS CL-B RIPRAP
PROTECTION
ABUTMENT AND DITCH 25F
F
F
F
C
F
F
F
F
F
C
C
C
C
C
C
7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_EC_dtl.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
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026480
LARR
Y D. ROBINSON, JR.-G3-21+00 LT
RIPRAP OUTLET PROTECTION
below the riprap has taken place, or if stones have been dislodged. Immediately make all needed repairs to prevent further damage.
Inspect riprap outlet structures weekly and after significant (1/2 inch or greater) rainfall events to see if any erosion around or
MAINTENANCE:EROSION CONTROL DETAILSEC-6
ALIGNMENT STATION RT/LT RIP RAP CLASS RIP RAP (TONS)LENGTH OF APRON (FT)
AT PIPE OUTLET (FT)
WIDTH OF APRON FILTER FABRIC (SY)
RIP RAP OUTLET PROTECTION
CLASS I 87 10 15
Do
La
Do + La3Do
7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_EC_dtl.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
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026480
LARR
Y D. ROBINSON, JR.Shoulders, Side Ditches, Slopes (3:1)
Date Type Planting Rate
Jun. 15-Aug. 15
(Nov. 1-Mar. 1)
combinations are possible.
those which do well under local conditions: other seeding rate
vegetation of denuded areas. The above vegetation rates are
for additional information concerning other alternatives for
Consult Conservation Engineer or Soil Conservation Service
or Add Weeping Lovegrass
or Add Hulled Common Bermudagrass
Tall Fescue ***
& Browntop Millet ***
or Sorghum-Sudan Hybrids ***
(unhulled-unscarified)
& Tall Fescue
Add Abruzzi Rye
Sericea Lespedeza
may be shaded out.
grow over 12 inches in height before mowing, otherwise, fescue
desired permanent vegetation. Do not allow temporary cover to
*** Temporary - Reseed according to optimum season for
SEEDING SCHEDULE
Date Type
Aug. 15-Nov. 1
Nov. 1-Mar. 1
Mar. 1-Apr. 15
Mar. 1-Jun. 1
(Mar. 1-Jun. 30)
(Mar. 1-Apr. 15)
(Mar. 1-Jun. 30)
Jun. 1-Sep. 1
Sep. 1-Mar. 1
Tall Fescue
Tall Fescue
Tall Fescue
Tall Fescue
Slopes (3;1 to 2:1)
& Abruzzi Rye
Hulled Common Bermudagrass
& Browntop Millet ***
or Sorghum-Sudan Hybrids ***
Sericea Lespedeza (scarified)
and
Add Tall Fescue
25 lbs./acre
25 lbs./acre
12 lbs./acre
35 lbs./acre
30 lbs./acre
50 lbs./acre
5 lbs./acre
8 lbs./acre
35 lbs./acre
30 lbs./acre
70 lbs./acre
Apr. 15-Jun. 15
1)
2)
3)
4)
5)
6)
7)
seeded and planted to a depth of six inches.
After rough grading is completed, till soil in areas to be
disturbed areas to be vegetated.
Apply agricultural lime, fertilizer, and superphosphate to
40 lbs. 50% superphosphate/1000 sq. ft. (1750 lbs/acre)
35 lbs. 10-10-10 fertilizer/1000 sq. ft. (1500 lbs/acre)
90 lbs. limestone/1000 sq. ft. (2 tons/acre)
Seeding permanent grass.
November 15.
February 15 through May 15 or August 15 through
3.0 lbs. KY-31 tall fescue/1000 sq. ft. (130 lbs./acre) during
-OR-
sq. ft. during November 15 through February 15.
3.0 lbs. KY-31 tall fescue and 2.0 lbs. annual ryegrass/1000
of 3 inches.
Mulch around shubbery and trees with pine straw to depth
Temporary cover
-OR-
1.0 lbs. brown top millet/1000 sq. ft. May through August 25.
1.0 lbs. annual ryegrass/1000 sq. ft. August 25 through April.
Date
surface is uniform and free of large dirt clods.
Disk nutrients into soil to a depth of six inches until
1)
2)
3)
4)
5)
6)
7)
SEEDING SPECIFICATIONS
CONSTRUCTION SEQUENCE
MAINTENANCE PLAN
fine gravel or sand may be needed to protect the filter cloth.
Where large stones are used or machine placement is difficult, a 4-inch layer of

If extensive damage is suspected, remove and replace the entire sheet.
of filter material with a minimum overlap of 12 inches around the damaged area.
If damage occurs remove the riprap and repair the sheet by adding another layer
next section as required. Take care not to damage the cloth when placing riprap.
ground and where necessary, bury the lower end of the cloth or overlap with the
the overlap. Bury the upstream end of the cloth a minimum of 12 inches below
Overlap the edges by at least 12 inches, and space anchor pins every 3 ft along
Synthetic filter fabric - Place the cloth filter directly on the prepared foundation.

layers with minimal mixing.
specified depth. Where more than one layer of filter material is used, spread the
foundation is prepared. For gravel, spread filter stone in a uniform layer to the
Sand and gravel filter blanket - Place the filter blanket immediately after the ground
inside dimensions and grade of the riprap meet design specifications.
sufficiently to allow placement of the riprap in a manner such that the finished
will be at the elevation of the surrounding area. Channels should be excavated
material. Cut the subgrade sufficiently deep that the finished grade of the riprap
depressions with riprap. Remove brush, trees, stumps and other objectional
to a density approximating that of the surrounding undisturbed material or overfill
lines and grades shown on the plans. Compact any fill required in the subgrade
Subgrade Preparation - Prepare the subgrade for riprap and filter to the required

CONSTRUCTION SPECIFICATIONS
flow. Control of weed and brush growth may be needed in some locations.
vigorous condition to protect the area from erosion and scour during out-of-bank
immediately. Maintain all vegetation adjacent to the channel in a healthy,
look for indications of piping, scour holes, or bank failures. Make repairs
where concentrated flow enters. Carefully check stability at road crossings and
promptly. Give special attention to the outlet and inlet sections and other points
Inspect channels at regular intervals as well as after major rains, and make repairs

MAINTENANCE

riprap should be apparent.
of the riprap should blend with the surrounding area. No overfall or protrusion of
stone sizes to produce a relatively smooth, uniform surface. The finished grade
stones. Hand placing may be necessary to achieve the proper distribution of
The finished slope should be free of pockets of small stone or clusters of large

the stones.
stone sizes. Take care not to dislodge the underlying base or filter when placing
riprap by dumping through chutes or other methods that cause segregation of
final placement. Place riprap to its full thickness in one operation. Do not place
be obtained by selective loading at the quarry and controlled dumping during
a minimum of voids. The desired disbribution of stones throughout the mass may
of the filter. Place riprap so that if forms a dense, well-graded mass of stone with
Stone Placement - Placement of riprap should follow immediately after placement
RIP RAP (6.15)
LAND GRADING (6.02)
TOPSOILING (6.04)
GRASS-LINED CHANNELS (6.30)VEGETATIVE PLAN (NCDENR 6.11)
retain sediment.
Sediment barriers - Use sediment fences or other barriers where necessary to

All stockpile areas used shall be stabilized with silt fence and seeded.
topsoil is stockpiled in small piles located near areas where they will be used.
traffic routes. On large sites, respreading is easier and more economical when
Select stockpile location to avoid slopes and natural drainageways, avoiding

STOCKPILING

basins, diversions, and other controls into place before stripping.
generally varies along a gradient from hilltop to toe of the slope. Put sediment
soil cores at several locations within each area to be stripped. Topsoil depth
but depth varies depending on the site. Determine depth of stripping by taking
roadbuilding, or compaction by equipment. A 4 to 6-inch stripping depth is common,
Strip topsoil only from those areas that will be disturbed by excavation, filling,

STRIPPING

identified by their extremely light weight when dry.
Organic soils such as mucks and peats do not make good topsoil. They can be

if it meets the other criteria listed above.
desirable; however, material excavated from deeper layers may be worth storing
Generally, the upper part of the soil, which is richest in organic matter, is most

thickness affect the ease of excavation and spreading of topsoil.
Soil factors such as rock fragments, slope, depth to water table, and layer
The depth of material meeting the above qualifications should be at least 2 inches.

Sodium - sodium adsorption ratio should be less than 12.

Soluble salts - should be less than 500 ppm.

it is less than 6.0.
Acidity - pH should be greater than 3.6 before liming, and liming is required if

greater than 1.5% by weight.
Organic matter content - (sometimes referred to as "humic matter") should be

soils such as peat or muck as topsoil.
loam, clay loam, and loamy sand are fair. Do not use heavy clay and organic
Texture - loam, sandy loam, and silt loam are best; sandy clay loam, silty clay

handling. Quality topsoil has the following characteristics:
Determine whether the quality and quantity of available topsoil justifies selective

MATERIALS

CONSTRUCTION SPECIFICATIONS
to avoid excessive mixing of topsoil into the subsoil.
After topsoil application, follow procedure for seedbed preparation, taking care

between topsoil and subsoil.
after spreading topsoil. A disk may be used to promote bonding at the interface
On slopes and areas that will not be mowed, the surface may be left rough

high-maintenance turf is to be established.
germination. Light packing with a roller is recommended where
but avoid excessive compaction, as it increases runoff and inhibits seed
Compact the topsoil enough to ensure good contact with the underlying soil,

water pockets.
topsoiling or other operations to prevent the formation of depressions or
wet or frozen. Correct any irregularities in the surface that result from
Do not spread topsoil while it is frozen or muddy or when subgrade is

SPREADING TOPSOIL

the soil to a depth of at least 6 inches before spreading topsoil.
the topsoil and subsoil. If no amendments have been incorporated, loosen
by disking or scarifying to a depth of at least 4 inches, to ensure bonding of
Roughening - Immediately prior to spreading the topsoil. loosen the subgrade

Incorporate lime to a depth of at least 2 inches by disking.
recommended by soil tests or specified for the seeding mixture to be used.
soil is composed of heavy clays, incorporate agricultural limestone in amounts
Liming of subsoil - Where the pH of the existing subsoil is 6.0 or less, or the

approved plan and do not alter them by adding topsoil.
Grading - Maintain grades on the areas to be topsoiled according to the

such as diversions, berms, dikes, waterways, and sediment basins.
Before spreading topsoil, establish erosion and sedimentation control practices

SITE PREPARATION

growth.
must be stabilized with permanent vegetation to control erosion and weed
Permanent vegetation - If stockpiles will not be used within 12 months they

formation of the stockpile.
as possible, no more than 30 working days or 120 calendar days after the
Temporary seeding - Protect topsoil stockpiles by temporarily seeding as soon
250 lbs./acre
250 lbs./acre
250 lbs./acre
250 lbs./acre
250 lbs./acre
250 lbs./acre
250 lbs./acre
at a rate of 450 gallons emulsion per acre of straw.
of all drainage swales, tack mulch with asphalt emulsion
surface equals or exceeds a 3:1 slope, and in the inverts
sunlight to seedlings. On areas where the ground
of ground surface should be visible to avoid blocking
sq. ft. (2 tons/acre). Spread uniformly. Approximately•
Mulch seeded area with small grain straw at 90 lbs/1000
6. The City of Greenville contact is Lynn Raynor, [phone]
within 7 to 14 days or sooner following completion of construction or development.
requirements. Permanent ground cover is to be provided for all disturbed areas
latest NPDES Rules dated August 2011 for more information on ground stabilization
within 7 to 14 days or sooner of completion of any phase of grading. Refer to the
5. The Contractor shall provide ground cover on exposed slopes or other areas
vegetative cover.
according to specifications in the vegetative plan to maintain a vigorous, dense
4. The Contractor shall fertilize, reseed as necessary, and mulch all seeded areas
barrier.
feet deep at the fence. Silt fence will be repaired as necessary to maintain a
3. The Contractor shall remove sediment from behind silt fence when it becomes 0.5
the sediment pools no longer drains properly.
capacity has been approximately 50% filled. Gravel will be cleaned or replaced when
2. The Contractor shall remove sediment from erosion control devices when storage
and logged after every one inch of rainfall and once a week.
The rain gauge must be kept onsite and inspections by the Contractor must be made
System (NPDES) general stormwater permit, a rain gauge must be installed on site.
maintain all practices as designed. Also per National Pollutant Discharge Elimination
once every week. Any needed repairs will be made immediately by the Contractor to
and operation following every runoff producing rainfall but in no case less than
1. The Contractor shall check all erosion and sediment control practices for stability
is an essential part of an effective erosion and sedimentation control plan.
maintenance of small eroded areas before they become significant gullies
washouts or breaks occur, repair them immediately. Prompt
remove all sediment from diversion and other water-disposal practices. If
sedimentation control practices, especially after heavy rainfalls. Promptly
Periodically check all graded areas and the supporting erosion and

MAINTENANCE

stabilization of these areas in the plan.
make sure they are adequately protected from erosion. Include final
12. Show topsoil stockpiles, borrow areas, and spoil areas on the plans, and

15 working days or longer.
measures on all graded areas when work is to be interrupted or delayed for
completed on each area in the grading plan. Apply temporary stabilization
11. Permanently stabilize all graded areas immediately after final grading is

with approved methods.
10. Handle seeps or springs encountered during construction in accordance

during all phases of development.
9. Keep diversions and other water conveyance measures free of sediment

slippage.
8. Do not place fill on a frozen foundation, due to possible subsidence and

materials into fill slopes.
7. Do not incorporate frozen material or soft or highly compressible

related problems.
the layers as required to reduce erosion, slippage, settlement, or other
6. Place all fill in layers not to exceed 9 inches in thickness, and compact

building debris, and other materials inappropriate for constructing stable fills.
5. Ensure that fill material is free of brush, rubbish, rocks, logs, stumps,

other objectionable material that would affect the planned stability of the fill.
4. Clear and grub areas to be filled to remove trees, vegetation, roots, or

placing topsoil.
3. Scarify areas to be topsoiled to a minimum depth of 2 inches before

it for use in finishing the grading of all critical areas.
2. Remove good topsoil from areas to be graded and filled, and preserve

construction schedule.
measures in accordance with the approved sedimentation control plan and
1. Construct and maintain all erosion and sedimentation control practices and

CONSTRUCTION SPECIFICATIONS
GRASS-LINED CHANNELS (6.30)

the channel freely.
3. Remove and properly dispose of all excess soil so that surface water may enter

preparations and sod buildup.
during seedbed
plans plus a 0.2-ft overcut around the channel perimeter to allow for bulking
2. Excavate the channel and shape it to neat lines and dimensions shown on the

foundation area and dispose of properly.
1. Remove all trees, brush, stumps, and other objectionable material from the

CONSTRUCTION SPECIFICATIONS
Panicum rigidulum Redtop Panic Grass
Carex lupulina Hop Sedge
Juncus effusus Soft Rush
Carex lurida Lurid (shallow) Sedge
Scirpus cyperinus Wool Grass
Saururus cernuus Lizard's Tail
Carex squarrosa Squarrose Sedge
SPECIES NAME COMMON NAME
2. APPLICATION RATE OF 20 LBS/AC
1. SIMILAR SEED MIX CAN BE USED WITH ENGINEER'S APPROVAL.
1WETLAND SEED MIX
60
10
10
7
5
4
4
MIX PERCENTAGE 2
SCIENTIFIC NAME COMMON NAME
Red TopAgrostis alba
Virginia Wild RyeElymus virginicus
SwitchgrassPanicum virgatum
Gamma GrassTripsicum dactyloides
Pennsylvania SmartweedPolygonum pennsylvanicum
Little BluestemSchizachyrium scoparium
Soft RushJuncus effusus
TickseedBidens aristosa
Lance-leaved coreopsisCoreopsis lanceolata
Deer TonguePanicim clandestinum
Big BluestemAndropogon gerardii
indiangrassSorgastrum nutans
1: A SIMILAR MIXTURE CAN BE USED WITH APPROVAL BY ENGINEER.
RIPARIAN BUFFER SEEDING PLAN 1
PER CENT COMPOSITION
10
15
15
5
5
5
5
10
10
5
5
10
HERBACEOUS, PERMANENT SEED MIXTURE LABELED "RIPARIAN SEED MIX"
PER ACRE SHALL BE USED FOR SEEDING. THE FOLLOWING TABLE LISTS
A RIPARIAN SEED MIX AT THE RATE OF ¼ LB PER 1,000 SQ FT OR 10 LBS
protection for the channel.
condition at all times, since it is the primary erosion
carrying capacity. Keep the grass in a healthy, vigorous
significant sediment accumulations to maintain the designed
stability and evidence of piping or scour holes. Remove all
check the channel outlet and all road crossings for bank
Immediately make repairs. It is particularly important to
check the channel; check it after every heavy rainfall event.
after every rainfall. After grass is established, periodically
During the establishment period, check grass-lined channels

MAINTENANCE

velocities during the establishment period.
a temporary liner sufficient to withstand anticipated
selection of species. Protect the channel with mulch or
will depend upon the severity of the conditions and
4. The procedure used to establish grass in the channel

CONSTRUCTION SPECIFICATIONS
EROSION CONTROL DETAILSEC-5
new NCGO1 permit regardless of when they are approved.
Notice of Intent (e-NOI) form. All construction activities are required to follow the
approved on or after April 1, 2019 are required to fill out and submit an electronic
this plan set. Please note that any construction activities that have an ES&C Plan
3. The Inspection, Recordkeeping, and Reporting Plan sheet is on sheet EC-12 of
until the e-NOT has been filled out.
Notice of Termination (e-NOT). A $100 annual general permit fee will be charged
inspection report, the permittee shall visit deq.nc.gov/ NCG01 to submit an electronic
the E&SC Plan. After DEMLR informs the permittee of the project close out, via
2. When the project is complete, the permittees shall contact DEMLR to close out
be kept on site, preferably in a permits box, and accessible during inspection.
approved. A copy of the E&SC permit, the COC, and a hard copy of the plan must
Please note, the e-NOI form may be only be filled out once the plans have been
filling out the electronic Notice of Intent (e-NOI) form at deq.nc.gov/ NCG01.
be obtained before any land disturbing activities occur. The COC can be obtained by
1. Erosion and Sediment Control (E&SC) permit and a certificate of coverage must
to the construction sequence:
The NCG01 permit became effective on April 1, 2019 and added the following notes
cannot access the form, please contact NCDEQ Land Quality Section at [phone].
and PDF from at http://portal.ncdenr.org/web/lr/erosion. If you have questions or
15A NCAC 4B.0131. The Self-Inspection Report form is available as a Word Document
permanent ground cover is established in accordance with NCGS 113A-54.1 and
inspections must be conducted after each phase of the project, and continue until
and sedimentation control measures according to the approved plan. The
The focus of the self-inspection report is the installation/maintenance of erosion
for Construction Activities.
from the weekly self-monitoring program of the NPDES Stormwater Permit
inspections took effect October 1, 2010. The self-inspection program is separate
control plan is being followed. Rules detailing the documentation of these
phase of the project to make sure that the approved erosion and sedimentation
persons responsible for land-disturbing activities inspect a project after each
The Sedimentation Pollution Control Act was amended in 2006 to require that
Notification of Land Resources Sediment and Erosion Control Self-Inspection Program:
maintain management control.
construction activities are needed, amend the sequence schedule in advance to
of and until permanent vegetation on the project is established. When changes in
during the demolition or clearing and grubbing phases as well as throughout the life
and sediment control measures must be installed, maintained and adjusted as needed
Follow the construction sequence throughout project development. Adequate erosion
MAINTENANCE
until the e-NOT has been filled out.
Notice of Termination (e-NOT). A $100 annual general permit fee will be charged
inspection report, the permittee shall visit deq.nc.gov/NCGOI to submit an electronic
E&SC Plan. After DEMLR informs the permittee of the project close out, via
13. When the project is complete, the permittee shall contact DEMLR to close out the
removed.
Contractor must receive permission by project inspector before any measures are
maintenance and vegetative plan.
removed, restored as existing, and permanently vegetated as described in the
and material area stockpile areas, and all other erosion control devices shall be
12. AFTER SITE IS STABILIZED, construction entrances, and construction staging
11. Site includes approximately 0.58 acres of permanent vegetation area.
10. Estimated time before final stabilization is 12 months.
after rainfall events. Needed repairs will be made immediately.
9. All erosion and sediment control practices will be inspected weekly and
devices maintained.
shall have temporary vegetative ground cover established and erosion control
ceases for more than the above mentioned length of time, all disturbed areas
areas and slopes shall be stabilized within 14 days. If work on the project
3:1, and high quality (HQW) zones should be stabilized within 7 days. All other
requirements. In summary, perimeter dikes, swales, ditches, slopes steeper than
Rules dated August 2011 for more information on ground stabilization
or sooner of completion of any phase of grading. Refer to the latest NPDES
specifications to maintain a vigorous, dense, vegetative cover within 7 to 14 days
8. All graded areas will be seeded, fertilized and mulched according to NCDOT
and mulch.
7. Finish grading of slopes, topsoil critical areas and permanently vegetate, seed
6. Complete final grading for trail.
as necessary, place silt fence around all temporary crossings and culverts as needed.
stabilize 2:1 slopes as indicated. Modify silt fence placement around trail and outlets
place reinforced silt fence as shown. Place additional erosion control matting and
5. In accordance with the erosion control plans, grade trail, install crosspipes, and
erosion control devices.
protection fence, construction entrance, temporary stream crossings, and all other
4. Prior to any land disturbing (including demolition) activities, install silt/tree
3. Flag the work limits for protection.
beginning or entrance of project.
inspection. It is recommended that these items be placed in a permits box at the
Coverage, and S&E plan are required to be maintained on site and accessible during
2. Per NPDES requirement, a rain gauge, self-inspections, records, permit, Certificate of
and invite NCDEQ Regional LQS contact number is [phone].
1. Hold preconstruction conference at least one week prior to starting construction
CONSTRUCTION SPECIFICATIONS
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05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
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J
YERFFE
M O ORE
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N ORTH CAR
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M O ORE
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LARR
Y D. ROBINSON, JR.POLY BARRICADE FABRIC (TYPICAL)
HIGH-TENSILE STRENGTH,
ORANGE, UV RESISTANT,
VARIABLE AS DIRECTED BY THE ENGINEER
FRONT VIEW 32" MIN WIDTHPOLY BARRICADE FABRIC (TYPICAL)
HIGH-TENSILE STRENGTH,
ORANGE, UV RESISTANT,
WARNING SIGN
4"
4"
4"3'-0"2'-0"SIDE VIEW
WARNING SIGN DETAIL
18"
40"
3"
STEEL POST
WOVEN WIRE FABRIC
GRADE
3"
3"
NOTES
DO NOT ENTER
TREE PROTECTION AREA
DO NOT ENTER
TREE PROTECTION AREA
WARNING SIGN
10' O.C. MAXIMUM
EXTENDS TO TOP OF BOX
GALVANIZED HARDWARE WIRE
POSTS 2'-0" IN GROUND
STANDARDIZED METAL
ABOVE TOP OF BOX
TO A HEIGHT OF 12"-18" MIN.
#57 WASHED STONE PLACED
3'
2'
16"
2'
#57 STONE
2
1
METAL POST
2'
CONSTRUCTION SPECIFICATIONS
1. As synthetic fabric, use a previous sheet of nylon, polyester, or ethylene yarn - extra strength
(50 lb/1 inch minimum) - that contains ultraviolet ray inhibitors and stabilizers. Fabric should be
sufficiently porous to provide adequate drainage of the temporary sediment pool. Burlap may be
used for short-term applications. It must be replaced every 60 days.
2. Cut fabric from a continuous roll to eliminate joints.
3. For stakes, use 5-foot steel posts.
4. Space stakes evenly around the perimeter of the inlet a maximum of 4 ft apart, and securely
drive them into the ground, approximately 24 inches deep.
5. Place a 2 foot flap of wire mesh under the gravel for anchoring.
6. Fasten fabric securely to the stakes and frame. Joints must be overlapped to the next stake.
7. The top of the frame and fabric must be well below the ground elevation downslope from
the drop inlet to keep runoff from bypassing the inlet. It may be necessary to build a temporary
dike on the down slope side of the structure to prevent bypass flow. Material from within the
sediment pool may be used for diking.
MAINTENANCE
Inspect the fabric barrier after each rain and make repairs as needed.
Remove sediment from the pool area as necessary to provide adequate storage volume for the
next rain. Take care not to damage or undercut the fabric during sediment removal.
8. #57 washed stone shall be paid for at the contract unit price per ton
"Sediment Control Stone."
CLOTH
‚" HARDWARE
STANDARD SILT FENCE OUTLET
SIDE VIEW
FRONT VIEW
HARDWARE CLOTH
WIRE FENCE
STEEL FENCE POST
GRADE
THE TRENCH
AND SILT FENCE FABRIC 6 INCHES INTO
BURY WIRE FENCE, HARDWARE CLOTH,
:NOTE
GRADE
18"
FABRIC
SILT FENCE
WIRE FENCEMAXIMUM 2 FEET APART
STEEL FENCE POST SET
# 57 WASHED STONE
FILTER OF 1 INCH DIAMETER PLAN VIEW
# 57 WASHED STONE
FILTER OF 1 INCH DIAMETER
STEEL FENCE POST
ON WIRE FENCE
SILT FENCE FABRIC
ON WIRE FENCE
HARDWARE CLOTH
HARDWARE CLOTH
HARDWARE CLOTH BY 12 INCHES
SILT FENCE FABRIC TO OVERLAP
:NOTE
FLOW DIRECTION FLOWFLOWFLOWINCHES
12
OVERLAP
INCHES
12
OVERLAP
6"
AS A REPAIR OF SILT FENCE FAILURES.
ACRE AND THERE IS A LOW AREA. USE
DRAINAGE AREA DOES NOT EXCEED 1/4
USE SILT FENCE OUTLETS ONLY WHEN
:NOTE
LINE WIRES
MINIMUM 10 GAUGE
FRONT VIEW
STANDARD TEMPORARY SILT FENCE
AREAS OF CONCENTRATED FLOW.
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
USE SILT FENCE ONLY WHEN DRAINAGE AREA
:NOTE
VARIABLE AS DIRECTED BY THE ENGINEER
WIRE FROM TOP
INSTALLED TO SECOND
SILT FENCE FABRIC
INTERMEDIATE WIRES
GAUGE 2
1MINIMUM 12
GRADE
8'-0" MAXIMUM
TREE PROTECTION DETAIL
SIGNS SHALL BE INCIDENTAL TO THE FENCE.
BASED ON ACTUAL FIELD CONDITIONS.
ADDITIONAL SIGNS MAY BE REQUIRED BY THE CITY OR NCDENR,
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
SIGN PER PROTECTION AREA.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
Should the fabric of a tree protection fence collapse, tear, decompose or become ineffective, replace it promptly.
Inspect tree protection fences at least once a week and after each rainfall. Make any required repairs immediately.
MAINTENANCE:
DIRECTED BY ENGINEER
ANCHOR SKIRT AS
OVER SKIRT
8" MINIMUM COVER
GRADE
FILL SLOPE
WOVEN WIRE FABRIC
3'-0"2'-0"*
*
*AREAS OF CONCENTRATED FLOW.
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
USE SILT FENCE ONLY WHEN DRAINAGE AREA
:NOTE
USE SILT FENCE OUTLET DETAIL
FOR REPAIR OF SILT FENCE FAILURES
*
**
VERTICALLY AND 4" HORIZONTALLY.
BE TRENCHED IN, AT A MINIMUM, 8"
MANUAL FIGURE 6.62A (6.62.5). SKIRT MUST
SEDIMENT CONTROL PLANNING AND DESIGN
REQUIREMENTS, PER NCDENR EROSION AND
ANCHOR SKIRT FOLLOWING SKIRT TRENCH
1.33 LB/LF STEEL POST
FENCE GEOTEXTILE FABRIC
ORANGE UV RESISTENT SILT
SIDE VIEW
stabilized.
after the contributing drainage area has been properly
deposits and bring the area to grade and stabilize it
Remove all fencing materials and unstable sediment
the fence during cleanout.
pressure on the fence. Take care to avoid undermining
adequate storage volume for the next rain and to reduce
Remove sediment deposits as necessary to provide
Replace hardware cloth every 60 days.
decompose or become ineffective, replace it promptly.
Should the fabric of a sediment fence collapse, tear,
repairs immediately.
a week and after each rainfall. Make any required
Inspect sediment fences and fence outlets at least once
MAINTENANCE:
DETAIL SHOWN ABOVE.
FROM STANDARD TEMPORARY SILT FENCE
FOLLOW MAINTENANCE REQUIREMENTS
:NOTE EROSION CONTROL DETAILSEC-7
HARDWARE CLOTH AND GRAVEL INLET PROTECTION DETAIL
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05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
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LARR
Y D. ROBINSON, JR.NATURAL GROUND
NATURAL GROUND
FLOW
2'(MAX.)
CROSS SECTION
CROSS SECTION
TRAPEZOIDAL DITCH
VEE DITCH
EDGE OF PAVEMENT
ISOMETRIC VIEW
PAVEMENT
SHLD.
SLOPE
BACK
SLOPEDITCH
STAKE
2' UPSLOPE
MATTING
STAKE
2' DOWNSLOPE
STAKE
2' UPSLOPE
MATTING
STAKE
2' DOWNSLOPE
TOP VIEW
6'(MIN.)
18"(MIN.)
EXCELSIOR WATTLE
STAKE
UPSLOPE
STAKE
DOWNSLOPE
MATTING
MATTING
See Inset B
INSET B
STAPLES
VAR.
2'(MIN.)
2 IN.
See Inset A
INSET A
STAKES
WATTLE DETAIL10020
*
*
*REVISED TO MEET NCDEQ REQUIREMENTS
inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all objectionable materials spilled, washed, or tracked onto public roadways.
Maintain the stone pad in a condition to prevent mud or sediment from leaving the construction site. This may require periodic topdressing with 2-inch stone. After each rainfall,
MAINTENANCE:
Inspect inlet pipe and bag for damage and blockage. Replace bag when 3/4 full of sediment. Provide a sufficient quantity of bags to contain silt from pumped effluent during construction.
MAINTENANCE:
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE RECP.
1. INSPECT ROLLED EROSION CONTROL PRODUCTS (RECP) AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT REPAIR IMMEDIATELY.
MAINTENANCE:
STANDARD SPECIFICATIONS.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
SOIL.
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
FORMED INTO A U SHAPE NOT LESS THAN 18" IN LENGTH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
DIRECTED.
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS
NOT
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL
CROSS SECTION.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
USE MINIMUM 18 IN. DIAMETER EXCELSIOR WATTLE.
NOTES:
WATTLE.
CARRYING SEDIMENT OVER THE
WATTLE, AND PREVENT LARGE FLOWS FROM
THE CHANNEL TO DRAIN THROUGH THE
DAMAGE TO CHANNEL VEGETATION, ALLOW
WATTLES AS NEEDED TO PREVENT
REMOVE SEDIMENT ACCUMULATED BEHIND THE
PORTION OF THE CHANNEL.
PROTECTIVE RIPRAP LINER IN THAT
OCCURS BETWEEN WATTLES, INSTALL A
IMMEDIATELY. IF SIGNIFICANT EROSION
THE DAM. CORRECT ALL DAMAGE
FROM HIGH FLOWS AROUND THE EDGES OF
ABOVE THE WATTLE AND EROSION
ANTICIPATE SUBMERGENCE AND DEPOSITION
DAMAGE AFTER EACH RUNOFF EVENT.
INSPECT WATTLES AND CHANNELS FOR
MAINTENANCE:EROSION CONTROL DETAILSEC-8
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05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
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LARR
Y D. ROBINSON, JR.BEEN PROPERLY STABILIZED.
PROTECTION MEASURE DURING CLEANOUT. REMOVE ALL INLET PROTECTION MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS
PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE FUNCTION FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE INLET PROTECTION MEASURE. TAKE CARE TO AVOID UNDERMINING THE INLET
INSPECT STANDARD PIPE INLET PROTECTION AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE PLYWOOD COLLAPSE, BREAK, OR BECOME INEFFECTIVE, REPLACE IT
MAINTENANCE:
GUTTER
PIPE
GEOTEXTILE BAG
BLOCK (TYP)
RUBBER
2"X2"X3/4"
SACK
INSTALLED FILTER
PROFILE VIEW OF
PERMITTIVITY
FLOW RATE
APPARENT OPENING SIZE
UV RESISTANCE
TRAPEZOID TEAR
MULLEN BURST
PUNCTURE
GRAB TENSILE ELONGATION
GRAB TENSILE STRENGTH
PROPERTIES TEST METHOD UNITS
PERMITTIVITY
FLOW RATE
APPARENT OPENING SIZE
UV RESISTANCE
TRAPEZOID TEAR
MULLEN BURST
PUNCTURE
GRAB TENSILE ELONGATION
GRAB TENSILE STRENGTH
PROPERTIES TEST METHOD UNITS
LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
RESTRAINT
EXPANSION
ROPE
COLORED NYLON
1/4" BRIGHTLY
ELEVATION VIEW
RESTRAINT
NYLON ROPE EXPANSION
1/4" BRIGHTLY COLORED
(SEE DETAIL)
PROTECTION
FILTER SACK INLET
non-degradable materials.
with ultraviolet stabilizers or a seamless, high-density polyethylene
of seamless, high-density polyethylene photodegradable materials treated
leaf mulch under this specification. Utilize an outer netting that consists
netting material. Do not use straw, straw fiber, straw bales, pine needles or
fibers or hardwood mulch or a mix of these materials enclosed by a flexible
Composed of compacted geotextiles, curled excelsior wood, natural coconut
Produced by a Manufacturer experienced in sediment tube manufacturing.
Use inlet tubes that exhibit the following properties:
Materials
Inlet Tubes
ISOMETRIC VIEW
(IF NEEDED)
OR SILT FENCE
SEDIMENT TUBE
DEBRIS FROM ENTERING INLETS DURING CONSTRUCTION.
NOTE: USE INLET TUBES AS NEEDED TO PREVENT SILT AND
(OPTIONAL)
OVERFLOW HOLES
LOCATION.
COLLECTION
SEDIMENT
SACK AT A
TO EMPTY FILTER
REBAR FOR A HANDLE
1" REBAR. USE
LOOPS SIZED FOR
FOR HANDLES.
INLET USING REBAR
FILTER BAG FROM
1" REBAR. LIFT
LOOPS SIZED FOR
ASTM D-4491
ASTM D-4491
ASTM D-4751
ASTM D-4355
ASTM D-4533
ASTM D-3786
ASTM D-4833
ASTM D-4632
ASTM D-4632
0.55 SEC -1
40 GAL/MIN/SQ FT
40 US SIEVE
80 %
120 LBS
800 PSI
120 LBS
20 %
300 LBS
ASTM D-4491
ASTM D-4491
ASTM D-4751
ASTM D-4355
ASTM D-4533
ASTM D-3786
ASTM D-4833
ASTM D-4632
ASTM D-4632
1.5 SEC -1
200 GAL/MIN/SQ FT
20 US SIEVE
90 %
45 LBS
420 PSI
135 LBS
20 %
265 LBS
SURFACE.
OR UNDER SURROUNDING
SECURE LIFTING LOOPS TO INLET GRATE
INLET BOX.
MATCH THE INSIDE LENGTH OF THE GRATED
THE LENGTH, "L", OF THE FILTER SACK WILL 7.
BE BETWEEN 18 INCHES AND 36 INCHES.
THE DEPTH, "D", OF THE FILTER SACK WILL 6.
INLET BOX.
MATCH THE INSIDE WIDTH OF THE GRATED
THE WIDTH, "W", OF THE FILTER SACK WILL 5.
INSPECT PER REGULATORY REQUIREMENTS.4.
CONCERN.
PURCHASED WHEN OIL SPILLS ARE A
AN OIL ADSORBENT PAD OR PILLOW CAN BE 3.
SPECIFICATIONS TABLE.
EXCEEDS REQUIREMENTS IN THE
POLYPROPYLENE FABRIC THAT MEETS OR
GEOTEXTILE WILL BE A WOVEN 2.
SEEN.
EXPANSION RESTRAINT CAN NO LONGER BE
EMPTY FILTER SACK WHEN BRIGHTLY COLORED 1.
Inspector or Manufacturer's Representative at the contractor's expense.
Replace inlet tubes damaged during installation as directed by the
Inlet tubes may be temporarily moved during construction as needed.
Inspection and Maintenance:
underlying surface and the inlet tube.
Install inlet tubes lying flat on the ground, with no gaps between the
:Installation
NOT TO SCALE
INLET TUBES "SILT SOCK"FILTER SACK INLET PROTECTION
NOT TO SCALE
TUBE
SEDIMENT
WEIGHTED
not to damage the inlet protection device during sediment removal.
to provide adequate storage volume for the next rain. Take care
MAINTENANCE: Remove sediment from the pool area as necessary
STORM DRAIN UNDER CONSTRUCTION
STONE FILTER INLET PROTECTION FOR
Across Pipe Inlet
Washed Stone Filter
Steel Fence Post Storm Drain
Upstream End of
Across Pipe Inlet
Washed Stone Filter
Steel Fence Post Storm Drain
Upstream End of
UNIT PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION.
STONE FILTER INLET PROTECTION WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT
Hardware Cloth
Overflow
Diameter
1/3 Pipe
Hardware Cloth
Overflow
Diameter
1/3 Pipe
STORM DRAIN UNDER CONSTRUCTION
PLYWOOD INLET PROTECTION FOR
Upstream End of Storm Drain
3/4" Exterior Plywood
Diameter
1/3 Pipe
Upstream End of Storm Drain
3/4" Exterior Plywood
Diameter
1/3 Pipe
PLYWOOD INLET PROTECTION WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT
Trench
Bury Bottom of Plywood
Trench
Bury Bottom of Plywood
UNIT PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION.
J-HOOK DETAIL
TOP WITH WIRE.
ADJACENTLY AND BIND AT
PLACE POSTS (STAKES)
SHEET FLOW SHEET FLOW
J-HOOK J-HOOK
SILT FENCE J-HOOK PLACEMENT
FABRIC
CONTINUOUS FENCE
(AS NEEDED)
40-80' SPACING
METAL STAKE
TEMPORARY SILT FENCE DETAIL.
FOLLOW MAINTENANCE REQUIREMENTS FROM STANDARD
NOTE:
PREVENT ACCUMULATION AND UNDERMINING OF SILT FENCE.
TO DIRECT RUN-OFF TO SILT FENCE OUTLETS AND
NOTE: USE SILT FENCE J-HOOK PLACEMENT AS NEEDED
EROSION CONTROL DETAILSEC-9
7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_EC_dtl.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
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J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
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LINA
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LARR
Y D. ROBINSON, JR.MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
THE CHANNEL TO DRAIN THROUGH THE STONE SILT CHECK, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO
LINER IN THAT PORTION OF THE CHANNEL. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAROCK SILT CHECKS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW
FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN SILT CHECKS, INSTALL A PROTECTIVE RIPRAP
INSPECT ROCK SILT CHECKS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE ROCK SILT CHECK AND EROSION
MAINTENANCE:
EC-10 TYPE "ABOVE GRADE" WITH STRAW BALES
(TYP)
STRAW BALE10 mil PLASTIC LINING
B
PLAN
NOT TO SCALE
(OR EQUIVALENT)
SIGN DETAIL
CONCRETE WASHOUT
2"
8"
STEEL WIRE
1.12" DIA
DETAIL
STAPLE
10' MINIMUM
VARIES
10 mil PLASTIC LINING
PLAN
NOT TO SCALE
10 mil PLASTIC LINING
WITH TWO STAKES
ENTIRE PERIMETER
FASTENED AROUND
WOOD FRAME SECURELY
WOOD FRAME
2X12 ROUGH
TWO-STACKED
(TYP)
STAKE
WITH WOOD PLANKS
TYPE "ABOVE GROUND"
SECTION B-B
NOT TO SCALE
B B
VARIES
10' MINIMUM
AA
10 mil PLASTIC LINING
BERM
NOT TO SCALE
TYPE "BELOW GRADE"
WASHOUT
CONCRETE
STRAW BALE
VARIES
10' MINIMUM
BINDER WIRE
(OPTIONAL)
NATIVE MATERIAL
(2 PER BALE)
STAPLES
(2 PER BALE)
METAL STAKES
WOOD OR
SECTION B-B
NOT TO SCALE
10 mil PLASTIC LINING
B
PAINTED WHITE
48"X24"
PLYWOOD
6" HEIGHT
BLACK LETTERS
LAG SCREWS
36"
36"
3'
3 SIDES
FLAGGING ON
LATH AND
3.5"X3.5"X8'
WOOD POST
BERM
PLAN
SECTION A-A
NOT TO SCALE
SANDBAG
10 mil PLASTIC LINING
SANDBAG
CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY
THE SITE OF THE WORK AND DISPOSED OF OR RECYCLED.
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM
FACILITY.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
MAINTENANCE:
NOTES:
75% OF THE STRUCTURES CAPACITY.
THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES
EQUIPMENT CONTRACTOR USES
WIDTH OF CONSTRUCTION VEHICLE/
MUD MAT DETAIL
MUD MAT EQUI
PMENT CONTRACTOR USESLENGTH OF CONSTRUCTI
ON VEHI
CLE/
ISOMETRIC VIEW
MANUFACTURE SPECIFICATION
MAT OVERLAP PER
2
5' MI
NCONSTRUCTI
ON ENTRANCE2
5' MI
NCONSTRUCTI
ON ENTRANCE(6" MIN)
RAILING
(6" MIN)
RAILING
(6" MIN DEPTH)
AGGREGATE
COARSE
2" TO 3"
ITEM.
INCIDENTAL TO THE MUD MAT PAY
APPROACHES TO MUD MAT SHALL BE
6. CONSTRUCTION ENTRANCE
MAT FOR APPROVAL.
5. CONTRACTOR MAY SUBMIT ALTERNATE MUD
DETERMINED BY THE ENGINEER.
MINIMIZE IMPACTS OR
4. NUMBER AND LOCATION OF MUD MATS TO
THE CONTRACTOR.
TIMELY MAINTENANCE MUST BE PROVIDED BY
FREQUENT CHECKS OF THE DEVICE AND
BOARDWALK CONSTRUCTION.
LIMIT IMPACTS FOR BRIDGE AND
UTILIZED IN WETLAND AREAS TO
3. MUD MAT(S) SHALL BE
DIRECT FLOW OF MUD INTO WETLAND.
CONDITION WHICH WILL PREVENT TRACKING OR
2. MAINTENANCE: MUST BE MAINTAINED IN A
CONSTRUCTION VEHICLES.
PROVIDE FOR UTILIZATION BY ALL
1. MUD MAT(S) SHOULD BE LOCATED TO
NOTES:EROSION CONTROL DETAILS
7/23/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Erosion Control\PSH\G_TCC_EC_dtl.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
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SEAL
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Y D. ROBINSON, JR.EC-11 EROSION CONTROL DETAILSNCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19

may not apply depending on site conditions and the delegated authority having jurisdiction.
delegated authority having jurisdiction. All details and specifications shown on this sheet
permittee shall comply with the Erosion and Sediment Control plan approved by the
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
activity being considered compliant with the Ground Stabilization and Materials Handling
Implementing the details and specifications on this plan sheet will result in the construction
THE NCG01 CONSTRUCTION GENERAL PERMIT
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH

techniques in the table below:
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
GROUND STABILIZATION SPECIFICATION

Do not store hazardous chemicals, drums or bagged materials directly on the ground.3.
Place hazardous waste containers under cover or in secondary containment.2.
Create designated hazardous waste collection areas on-site.1.
HAZARDOUS AND TOXIC WASTE

to a recycling or disposal center that handles these materials.
Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products 6.
problem has been corrected.
Remove leaking vehicles and construction equipment from service until the 5.
hazardous waste (recycle when possible).
Collect all spent fluids, store in separate containers and properly dispose as 4.
project.
Identify leaks and repair as soon as feasible, or remove leaking equipment from the 3.
Provide drip pans under any stored equipment.2.
Maintain vehicles and equipment to prevent discharge of fluids.1.
EQUIPMENT AND VEHICLE MAINTENANCE

On business days, clean up and dispose of waste in designated waste containers.9.
Dispose waste off-site at an approved disposal facility.8.
containers overflow.
Empty waste containers as needed to prevent overflow. Clean up immediately if 7.
Anchor all lightweight items in waste containers during times of high winds.6.
provide secondary containment. Repair or replace damaged waste containers.
Cover waste containers at the end of each workday and before storm events or 5.
from upland areas and does not drain directly to a storm drain, stream or wetland.
Locate waste containers on areas that do not receive substantial amounts of runoff 4.
waters unless no other alternatives are reasonably available.
Locate waste containers at least 50 feet away from storm drain inlets and surface 3.
receptacle) on site to contain construction and domestic wastes.
Provide a sufficient number and size of waste containers (e.g dumpster, trash 2.
Never bury or burn waste. Place litter and debris in approved waste containers.1.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE

with properly operating unit.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
Monitor portable toilets for leaking and properly dispose of any leaked material. 3.
high foot traffic areas.
Provide staking or anchoring of portable toilets during periods of high winds or in 2.
on a gravel pad and surround with sand bags.
offset is not attainable, provide relocation of portable toilet behind silt fence or place
streams or wetlands unless there is no alternative reasonably available. If 50 foot
Install portable toilets on level ground, at least 50 feet away from storm drains, 1.
PORTABLE TOILETS

Do not stockpile these materials onsite.4.
or surface water. If a spill occurs, clean area immediately.
possible or where they may spill or leak into wells, stormwater drains, ground water
Do not store herbicides, pesticides and rodenticides in areas where flooding is 3.
accidental poisoning.
label, which lists directions for use, ingredients and first aid steps in case of
Store herbicides, pesticides and rodenticides in their original containers with the 2.
restrictions.
Store and apply herbicides, pesticides and rodenticides in accordance with label 1.
HERBICIDES, PESTICIDES AND RODENTICIDES

caused by removal of washout.
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
At the completion of the concrete work, remove remaining leavings and dispose of 10.
products, follow manufacturer's instructions.
components when no longer functional. When utilizing alternative or proprietary
overflow events. Replace the tarp, sand bags or other temporary structural
Remove leavings from the washout when at approximately 75% capacity to limit 9.
limits. Post signage on the washout itself to identify this location.
Install at least one sign directing concrete trucks to the washout within the project 8.
approving authority.
entrance pad in front of the washout. Additional controls may be required by the
Locate washouts in an easily accessible area, on level ground and install a stone 7.
spills or overflow.
install protection of storm drain inlet(s) closest to the washout which could receive
can be shown that no other alternatives are reasonably available. At a minimum,
Locate washouts at least 50 feet from storm drain inlets and surface waters unless it 6.
be pumped out and removed from project.
discharged to the storm drain system or receiving surface waters. Liquid waste must
sections. Stormwater accumulated within the washout may not be pumped into or
Do not use concrete washouts for dewatering or storing defective curb or sidewalk 5.
types of temporary concrete washouts provided on this detail.
review and approval. If local standard details are not available, use one of the two
alternate method or product is to be used, contact your approval authority for
Install temporary concrete washouts per local requirements, where applicable. If an 4.
lot perimeter silt fence.
addition place the mixer and associated materials on impervious barrier and within
Manage washout from mortar mixers in accordance with the above item and in 3.
and state solid waste regulations and at an approved facility.
Dispose of, or recycle settled, hardened concrete residue in accordance with local 2.
Do not discharge concrete or cement slurry from the site.1.
CONCRETE WASHOUTS

erosion on disturbed soils for temporary or permanent control needs.
as vegetative, physical or chemical coverage techniques that will restrain accelerated
with the approved plan and any additional requirements. Soil stabilization is defined
Stabilize stockpile within the timeframes provided on this sheet and in accordance 4.
Provide stable stone access point when feasible.3.
five feet from the toe of stockpile.
Protect stockpile with silt fence installed along toe of slope with a minimum offset of 2.
available.
and surface waters unless it can be shown no other alternatives are reasonably
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
Show stockpile locations on plans. Locate earthen-material stockpile areas at least 1.
EARTHEN STOCKPILE MANAGEMENT
A
A
BELOW GRADE WASHOUT STRUCTURE
(TYP.)
SIDE SLOPE
1:1
10 MIL
PLASTIC
LINING
3'-0"MAX.& X'MIN.SECTION A-A
NOT TO SCALE
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
PLAN
SECTION B-B
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
8"2'
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
(TYP.)
1:1 SIDE SLOPE
PLASTIC LINING
10 MIL
B
B
3'-0"MAX.& X'MIN.A
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
REACHES 75% OF THE STRUCTURES CAPACITY.
BE MAINTAINED WHEN THE LIQUID AND/OR SOLID
2. THE CONCRETE WASHOUT STRUCTURES SHALL
1. ACTUAL LOCATION DETERMINED IN FIELD
NOTES:
SIGNAGE NOTING DEVICE.
NEEDS TO BE CLEARY MARKED WITH
3.CONCRETE WASHOUT STRUCTURE
INCHES OF FREEBOARD.
HOLDING CAPACITY WITH A MINIMUM 12
CAPACITY TO PROVIDE ADEQUATE
REACHES 75% OF THE STRUCTURES
WHEN THE LIQUID AND/OR SOLID
STRUCTURES SHALL BE MAINTAINED
2. THE CONCRETE WASHOUT
FIELD
1. ACTUAL LOCATION DETERMINED IN
NOTES:
STRUCTURE WITH LINER
ONSITE CONCRETE WASHOUT
WASHOUT
CONCRETE
WASHOUT
CONCRETE
PLAN
NOTING DEVICE (18"X24" MIN.)
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
CLEARLY MARKED SIGNAGE
SILT FENCE
MIN10' MIN
10'

SECTION E: GROUND STABILIZATION

Required Ground Stabilization Timeframes

surface stable against accelerated erosion until permanent ground stabilization is achieved.
activity. Temporary ground stabilization shall be maintained in a manner to render the
practicable but in no case longer than 90 calendar days after the last land disturbing
ground stabilization shall be converted to permanent ground stabilization as soon as
After the permanent cessation of construction activities, any areas with temporary Note:

Site Area Description

Timeframe variations
there is zero slope
-10 days for Falls Lake Watershed unless
ditches, perimeter slopes and HQW Zones
-7 days for perimeter dikes, swales,

land disturbance
days after ceasing
many calendar
Stabilize within this

7

7

7

14

None

None

perimeter slopes
swales, ditches, and
Perimeter dikes, (a)

(HQW) Zones
High Quality Water (b)

3:1
Slopes steeper than (c)

allowed
not steeper than 2:1, 14 days are
If slopes are 10' or less in length and are

Slopes 3:1 to 4:1(d)

flatter than 4:1
Areas with slopes (e)

14
-10 days for Falls Lake Watershed
Zones
ditches, perimeter slopes and HQW
-7 days for perimeter dikes, swales,
length and with slopes steeper than 4:1
-7 days for slopes greater than 50' in

Locate paint washouts at least 50 feet away from storm drain inlets and surface
PAINT AND OTHER LIQUID WASTE
construction sites.
Prevent the discharge of soaps, solvents, detergents and other liquid wastes from 5.
Containment must be labeled, sized and placed appropriately for the needs of site.4.
3.Contain liquid wastes in a controlled area.
waters unless no other alternatives are reasonably available.
2.
Do not dump paint and other liquid waste into storm drains, streams or wetlands.1.

or surrounded by secondary containment structures.
Store flocculants in leak-proof containers that are kept under storm-resistant cover 5.
offsite.
Provide ponding area for containment of treated Stormwater before discharging 4.
PAMS/Flocculants and in accordance with the manufacturer's instructions.
Apply flocculants at the concentrations specified in the NC DWR List of Approved 3.
Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.2.
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
Select flocculants that are appropriate for the soils being exposed during 1.
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
6"
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05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
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Y D. ROBINSON, JR.EC-12 EROSION CONTROL DETAILSNCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19

were delayed shall be noted in the Inspection Record.
performed upon the commencement of the next business day. Any time when inspections
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be
which it is safe to perform the inspection. In addition, when a storm event of equal to or
personnel to be in jeopardy, the inspection may be delayed until the next business day on
below. When adverse weather or site conditions would cause the safety of the inspection
Self-inspections are required during normal business hours in accordance with the table
SECTION A: SELF-INSPECTION
SELF-INSPECTION, RECORDKEEPING AND REPORTING
PART III

NOTE: The rain inspection resets the required 7 calendar day inspection requirement.

following items pertaining to the E&SC plan shall be documented in the manner described:
approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
E&SC Plan Documentation1.
SECTION B: RECORDKEEPING
SELF-INSPECTION, RECORDKEEPING AND REPORTING
PART III

[40 CFR 122.41]. upon request
maintained for a period of three years after project completion and made available
All data used to complete the Notice of Intent and older inspection records shall be (c)
shown to provide equal access and utility as the hard-copy records.
electronically-available records in lieu of the required paper copies will be allowed if
a similar inspection form that includes all the required elements. Use of
the required observations on the Inspection Record Form provided by the Division or
Records of inspections made during the previous 30 days. The permittee shall record (b)
This general permit as well as the certificate of coverage, after it is received. (a)
requirement not practical:
Division provides a site-specific exemption based on unique site conditions that make this
and available for agency inspectors at all times during normal business hours, unless the
site
In addition to the E&SC Plan documents above, the following items shall be kept on the
2. Additional Documentation

858-0368 or [phone].
reported to the Division's Emergency Response personnel at [phone], (800)
other requirements listed below. Occurrences outside normal business hours may also be
the appropriate Division regional office within the timeframes and in accordance with the
After a permittee becomes aware of an occurrence that must be reported, he shall contact
Reporting Timeframes and Other Requirements2.
environment.
Noncompliance with the conditions of this permit that may endanger health or the (c)
Anticipated bypasses and unanticipated bypasses.(b)
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
Releases of hazardous substances in excess of reportable quantities under Section 311 (a)
They are within 100 feet of surface waters (regardless of volume).·
They cause sheen on surface waters (regardless of volume), or·
They are less than 25 gallons but cannot be cleaned up within 24 hours,·
They are 25 gallons or more, ·
Oil spills if:(b)
Visible sediment deposition in a stream or wetland.(a)
Permittees shall report the following occurrences:
Occurrences that must be reported1.
SECTION C: REPORTING
SELF-INSPECTION, RECORDKEEPING AND REPORTING
PART III
ENGINEERPROFESS
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047653NORTHCAROLINA
CL
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T . POO LETOTAL BILL OF MATERIALS
TOTAL
LUMP SUM
1BOARDWALK
TIMBER
LUMP SUM
S-1
SPECIFICATION
MATERIAL AND WORKMANSHIP
DESIGN DATA
WATER ELEVATIONS
FOUNDATIONS
GENERAL NOTES
PLANS OR IN THE SPECIAL PROVISIONS.
ROADS AND STRUCTURES, 2018 EDITION, UNLESS OTHERWISE SPECIFIED ON THE
CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
PROVIDE ALL MATERIAL AND WORKMANSHIP IN ACCORDANCE WITH THE NORTH1.
APPROACH RAILINGS
STRUCTURAL TIMBER AND LUMBER
TEMPERATURE LOAD_____________________________PER AASHTO6.
SEISMIC LOAD__________________________________PER AASHTO5.
WATER LOAD____________________________________PER AASHTO4.
WIND LOAD_____________________________________PER AASHTO3.
VEHICULAR LIVE LOAD__________________________AASHTO H-52.
UNIFORM PEDESTRIAN LIVE LOAD_______________90 PSF1.

INCLUDE COST IN INCIDENTAL ITEMS.
ADDITIONAL PAYMENT FOR DEWATERING WILL NOT BE ALLOWED. CONTRACTOR SHALL 3.
END BRIDGE: 7.0 FEETii.
BEGIN BRIDGE: 8.0 FEETi.
TIMBER BOARDWALKA.
ARE AS FOLLOWS:
THE GROUND WATER ELEVATIONS, AS DETERMINED DURING GEOTECHNICAL BORINGS,2.
ON WEATHER CONDITIONS AND SEASONAL FLUCTUATIONS.
THE ACTUAL WATER ELEVATION DURING CONSTRUCTION MAY VARY DEPENDING
THE WATER ELEVATIONS SHOWN IN THE PLANS ARE FOR INFORMATION ONLY AND1.
PILE TYPE
(LIN. FT.)
TOTAL LENGTH
BILL OF MATERIAL - PILES
END BENT 1
BENT 1
BENT 2
BENT 3
BENT 5
BENT 4
BENT 6
BENT 7
BENT 8
BENT 9
8" DIA. TIMBER
8" DIA. TIMBER
8" DIA. TIMBER
8" DIA. TIMBER
8" DIA. TIMBER
8" DIA. TIMBER
8" DIA. TIMBER
8" DIA. TIMBER
8" DIA. TIMBER
8" DIA. TIMBER
*
TIMBER BOARDWALK - 26+18.94 -G3-
APPROACH RAILINGS SHALL BE FLARED AT 15 DEGREES, UNLESS SHOWN OTHERWISE.
APPROACH RAILINGS SHALL BE PROVIDED AT END BENTS AS SHOWN ON THE PLANS.1.
8" DIA. TIMBER
8" DIA. TIMBER
8" DIA. TIMBER
8" DIA. TIMBER
8" DIA. TIMBER
8" DIA. TIMBER
8" DIA. TIMBER
8" DIA. TIMBER
BENT 10
BENT 11
BENT 12
BENT 13
BENT 14
BENT 15
BENT 16
BENT 17
8" DIA. TIMBERBENT 18
8" DIA. TIMBEREND BENT 2
54
54
58
60
60
1 80
58
56
54
78
1
78
54
56
58
79
60
62
56
52
52
STRUCTURAL GENERAL NOTES
SPACINGS.
ALL LONGITUDINAL RAILING MEMBERS SHALL SPAN A MINIMUM OF TWO RAIL POST14.
EACH POST. PREDRILL AS REQUIRED TO AVOID SPLITTING.
(4), #8 x 3-•" HOT-DIP GALVANIZED WOOD SCREWS, CONFORMING TO ASTM A153, AT
ATTACH SIDE RAIL TO POST USING TWO (2), AND TOP RAIL TO POST USING FOUR 13.
AVOID SPLITTING.
CONFORMING TO ASTM A153, AT EACH JOIST. PREDRILL AS REQUIRED TO WOOD SCREWS,
ATTACH FLOOR DECKING TO EACH JOIST USING TWO (2) #12 X 5" HOT-DIP GALVANIZED 12.
AVOID SPLITTING.
CONFORMING TO ASTM A153, AT EACH SIDE OF BLOCKING. PREDRILL AS REQUIRED TO
ATTACH BLOCKING TO JOIST USING TWO (2) #12 x 5" HOT-DIP GALVANIZED WOOD SCREWS, 11.
BETWEEN THE WOOD AND THE BOLT HEAD AND BETWEEN THE WOOD AND THE NUT.
ALL BOLTED CONNECTIONS SHALL INCLUDE OVERSIZED OGEE WASHERS INSTALLED10.
CONFORMING TO ASTM F436, UNLESS NOTED OTHERWISE.
TO ASTM F3125 GRADE A325, WITH NUTS CONFORMING TO ASTM A563 AND WASHERS
ALL FASTENERS, CONNECTORS AND BOLTS SHALL BE HOT-DIP GALVANIZED AND CONFORM 9.
ALL CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS.8.
MANUFACTURER RECOMMENDATIONS, WITH ALL FASTENER HOLES FULLY POPULATED.
UNLESS NOTED OTHERWISE, MECHANICAL WOOD CONNECTIONS SHALL BE INSTALLED PER 7.
PRESERVATION SOLUTION PRIOR TO INSTALLING BOLTS.
ALL SAW CUTS, BOLT HOLES, AND OTHER HOLES SHALL BE TREATED WITH APPROPRIATE 6.
ALL VERTICAL MEMBERS SHALL BE PLUMB.5.
MAXIMUM SPACING BETWEEN DECKING MEMBERS SHALL BE ‚". 4.
EACH DECKING MEMBER SHALL BE INSTALLED BARK SIDE UP TO PREVENT CUPPING. 3.
DECKING, PEDESTRIAN RAILING COMPONENTS, ALL OTHER LUMBER: UC3BC.
BACKWALLS, WINGWALLS, CAP BEAMS AND STRINGERS: UC4BB.
PILES: UC4CA.
SPECIFICATION A, TO THE REQUIREMENTS OF THE FOLLOWING USE CATEGORIES:
(CCA OR ACQ) IN ACCORDANCE WITH AWPA STANDARD U1, COMMODITY
TIMBER AND LUMBER SHALL BE TREATED WITH WATERBORNE PRESERVATIVES2.
SECTION 1082 OF THE STANDARD SPECIFICATIONS, UNLESS NOTED OTHERWISE.
WITH A MOISTURE CONTENT OF 19% OR LESS, MEETING THE REQUIREMENTS OF
COMPONENTS SHALL BE PRESSURE TREATED SOUTHERN PINE SURFACE DRY (S4S)
ALL PILING, STRUCTURAL FRAMING, DECKING, NAILERS, AND PEDESTRIAN RAIL1.
TIMBER PILES SHALL HAVE A MINIMUM TIP DIAMETER OF 8".
OF THE STANDARD SPECIFICATIONS.
PROVIDING DRIVING EQUIPMENT IN ACCORDANCE WITH SUB ARTICLE 450.3(D)(S)
ESTIMATED ENERGY RATING DOES NOT RELEASE THE CONTRACTOR FROM
OF 19,000 FT.-LBS. WILL BE REQUIRED TO DRIVE TIMBER PILES. THIS
IT HAS BEEN ESTIMATED THAT A HAMMER WITH A MINIMUM ENERGY RATING
ENGINEER.
THE TIMBER INDICATOR PILES HAS BEEN APPROVED BY A LICENSED GEOTECHNICAL
TIMBER PRODUCTION PILES SHALL NOT BE ORDERED UNTIL THE CAPACITY OF
ANALYSIS.
BEEN CONFIRMED WITH THE RESULTS OF THE TIMBER INDICATOR PILE DRIVING
TIMBER PRODUCTION PILES SHALL NOT BE ORDERED UNTIL THEIR LENGTH HAS
THE TIMBER INDICATOR PILE INSTALLATION.
RECOMMENDATIONS AND ARE SUBJECT TO CHANGE FOLLOWING THE RESULTS OF
TIMBER PRODUCTION PILE LENGTHS PROVIDED ARE BASED ON GEOTECHNICAL
LICENSED GEOTECHNICAL ENGINEER OR TECHNICIAN.
INSTALLATION OF THE TIMBER INDICATOR PILES SHALL BE OBSERVED BY A
50-FOOT-LONG TIMBER INDICATOR PILES SHALL BE USED.
LOCATIONS, SUBJECT TO THE APPROVAL OF THE ENGINEER.
CONTRACTOR MAY ELECT TO DRIVE TIMBER INDICATOR PILES AT DIFFERENT
SHALL BE A PART OF THE FINAL PILE LAYOUT AT BENTS 4 AND 15. THE
PRIOR TO ORDERING TIMBER PRODUCTION PILES. TIMBER INDICATOR PILES
TIMBER INDICATOR PILES SHALL BE INSTALLED AT THE LOCATIONS INDICATED
RESISTANCE OF 11 KIPS PER PILE.
TIMBER PILES AT ALL BENTS ARE DESIGNED FOR A FACTORED UPLIFT
OF 20 KIPS PER PILE.
TIMBER PILES AT ALL BENTS ARE DESIGNED FOR A FACTORED RESISTANCE
FOR PILES, SEE SECTIONS 450 AND 1082 OF THE STANDARD SPECIFICATIONS.
TIMBER BOARDWALK
TERRACON GEOTECHNICAL ENGINEERING REPORT DATED AUGUST 4, 2020.
FOR FOUNDATION RECOMMENDATIONS AND DESIGN INFORMATION, REFER TO THE
H.
G.
F.
E.
D.
C.
B.
A.
2.
1.
K.
J.
I.
FOUNDATIONS CONT.
FOR STRUCTURAL STANDARD NOTES, REFER TO SHEET S-6. 3.
FOR TIMBER BOARDWALK, SEE SPECIAL PROVISIONS.2.
AND THE INCORPORATED PROJECT SPECIAL PROVISIONS.
FOR ROADS AND STRUCTURES, AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
DEPARTMENT OF TRANSPORTATION STRUCTURES DESIGN MANUAL,
BICYCLE FACILITIES PLANNING AND DESIGN GUIDELINES, NORTH CAROLINA
PEDESTRIAN BRIDGES, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
CURRENT EDITION OF THE AASHTO LRFD GUIDE SPECIFICATIONS FOR1.
LUMP SUM
PILES
NO. INDICATOR
2
3
2
2
2
2
2
2
2
1
2
2
2
3
1
2
2
2
2
2
PILES
NO. PRODUCTION
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
WING WALL TIMBER PILES, SEE TIMBER BOARDWALK DETAIL SHEET.
NUMBER OF TIMBER PILES SHOWN AT END BENTS DOES NOT INCLUDE
DEWATERING, ETC.
BOARDWALK, APPROACH SLABS, APPROACH RAILING,
AND OTHER INCIDENTALS NECESSARY FOR THE TIMBER
INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, DELIVERY
1 LUMP SUM PAY ITEMS FOR TIMBER BOARDWALK SHALL
5/14/2021K:\RDT_Structures\_Bridge\NC\012654009 COG BUILD Grant\Cad\Dgn\012654009 S1.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, 90% Plans
05-14-2021GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
ENGINEERPROFESS
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5'-0"5'-0"S-2
25+00 26+00 27+00
4
12
20
28
-G3- VERTICAL CURVE DATA
(+)2.1758%
(+)0.5044%
-G3- HORIZONTAL CURVE DATA
D
PI STA. 25+77.94 -G3-
T = 12.98'
BENTS IN CURVE ARE RADIAL.
NOTE:
EL. = 23.91'
P.I. STA. = 26+15.00
L = 24.85'
R = 35.00'
D
PI STA. 26+52.11 -G3-
T = 8.38'
L = 16.60'
R = 50.00'
D
PI STA. 25+30.91 -G3-
T = 13.31'
L = 25.44'
R = 35.00'
D
PI STA. 27+10.27 -G3-
T = 7.62'
L = 15.12'
R = 50.00'TIMBER BOARDWALK5/14/2021K:\RDT_Structures\_Bridge\NC\012654009 COG BUILD Grant\Cad\Dgn\012654009 S2.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, 90% Plans
05-14-2021GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
(TYP.)
RAILING
APPROACH
STA. 25+17.60 -G3-
STA. 25+07.60 -G3-
BEGIN APPROACH SLAB
STA. 25+28.97 -G3-
W.P. #10
W.P. #11
END APPROACH SLAB
W.P. #20
W.P. #19
W.P. #18
W.P. #17
W.P. #16
W.P. #15
W.P. #14
W.P. #13
W.P. #12
P.T. STA. 24+86.83
P.C. STA. 25+17.60
N 14°-15'-44.6" E
P.T. STA. 25+43.04
N 27°-23'-05.6" W
P.C. STA. 25+64.97
P.T. STA. 26+60.33
N 13°-17'-49.5" E N 32°-18'
-55.0" E
P.C. STA. 27+36.41
N 14°-59'-17.4" E
(TYP.)
BOLLARDS
PROPOSED
PATH-G3-
LINE
CONTROL
BENT 1
LINE
CONTROL
BENT 2
LINE
CONTROL
BENT 3
LINE
CONTROL
BENT 4
LINE
CONTROL
BENT 5 LINE
CONTROL
BENT 6
LINE
CONTROL
BENT 7
LINE
CONTROL
BENT 8
LINE
CONTROL
BENT 9
P.T. STA. 25+89.82
LINE
CONTROL
BENT 10
LINE
CONTROL
BENT 11
LINE
CONTROL
BENT 12
P.C. STA. 26+43.73
LINE
CONTROL
BENT 13 LINE
CONTROL
BENT 14
LINE
CONTROL
BENT 16
-G3-
PLAN
(PILES NOT SHOWN IN PLAN VIEW)"‹4-'11
"0-'03 = "0-'01 @ SNAPS 3
"0-'21
CURVE (TYP.)
TANGENT TO
90° 00'-00"
URVETO C
TANGENT
90° 00'-00"CURVE
TANGENT TO
90° 00'-00"
CURVE (TYP.)
TANGENT TO
90° 00'-00""0-
'041 = "0-'01 @ SNAPS 41
FILL FACE
BOARDWALK/
END
FILL FACE
BOARDWALK/
BEGIN
"‹4-'391
(MEASURED ALONG -G3-)
FILL FACE TO FILL FACE
DITCH)
FOR SPECIAL CUT
(SEE ROADWAY PLANS
CLASS B RIP RAP
STA. 26+90.97 -G3-
STA. 25+38.97 -G3-
STA. 25+48.97 -G3-
STA. 25+58.97 -G3-
STA. 25+70.97 -G3-
STA. 25+80.97 -G3-
STA. 25+90.97 -G3-
STA. 26+00.97 -G3-
STA. 26+10.97 -G3-
STA. 26+20.97 -G3-
STA. 26+30.97 -G3-
STA. 26+40.97 -G3-
STA. 26+50.97 -G3-
STA. 26+60.97 -G3-
STA. 26+70.97 -G3-
STA. 26+80.97 -G3-
STA. 27+00.97 -G3-
STA. 27+10.97 -G3-
STA. 27+20.97 -G3-
W.P. #1
W.P. #2
W.P. #3
W.P. #4
W.P. #5
W.P. #6
W.P. #7
W.P. #8
W.P. #9
P.T. STA. 27+17.77
P.C. STA. 27+02.65
LINE
CONTROL
BENT 18
LINE
CONTROL
BENT 17
LINE
CONTROL
BENT 15
(TYP.)
LIGHTING
PEDESTRIAN
END BOARDWALK
G.P. EL. 26.00'
STA. 27+10.97 -G3-
BEGIN BOARDWALK
G.P. EL. 23.42'
STA. 25+17.60 -G3-
G.P. EL. 23.49'
STA. 25+07.60 -G3-
BEGIN APPROACH SLAB
G.P. EL. 26.22'
STA. 27+20.97 -G3-
END APPROACH SLAB
(TYP.)
PILES
TIMBER
SECTION ALONG -G3-
SPAN A
END BENT 1
END BENT 2BENT 1
BENT 2
BENT 3
BENT 4
BENT 5
BENT 6
BENT 7
BENT 8
BENT 9
BENT 10
BENT 11
BENT 12
BENT 13
BENT 14
BENT 15
BENT 16
BENT 17
BENT 18
SPAN B SPAN D
SPAN C SPAN E
SPAN F
SPAN G
SPAN H
SPAN I
SPAN J
SPAN K
SPAN L
SPAN M
SPAN N
SPAN O
SPAN P
SPAN Q
SPAN R
SPAN S
EL. 23' |EL. 20' |EL. 18' |EL. 18' |EL. 17' |EL. 23' |EL. 24' |EL. 23' |EL. 19' |EL. 18' |EL. 18' |EL. 21' |EL. 26' |EL. 22' |SANITARY SEWER PIPE
APPROX. EXIST.
GRADE
FINISHED
GRADE
FINISHED
PLANS FOR GRADING)
TO 23' (SEE ROADWAY
EXCAVATION EL. 21'
APPROX.
GROUND LINE
APPROX. NATURAL
EL. 22.7'
RIVER 100 YR W.S.
APPROXIMATE TAR
(SECTIONS @ BENTS AND END BENTS ARE @ RIGHT ANGLES)
FOR GRADING)
(SEE ROADWAY PLANS
FILL (TYP.)
DITCH)
FOR SPECIAL CUT
(SEE ROADWAY PLANS
CLASS B RIP RAP
PLANS FOR GRADING)
TO 24' (SEE ROADWAY
EXCAVATION EL. 23'
APPROX.
45.0°5'-6"5'-6"
11'-0"
7'-0"7'-0"(TYP.)5'-0"14'-0"(TYP.)1'-0"4'-0"4'-0"
8'-0"(MIN.)1'-0""4
3
(MIN.)6"(TYP.)6"(TYP.)6"5'-0"5'-0"

10'-0" CLR.
5'-0"5'-0"

10'-0" CLR.3"(MIN.)1'-0"7•"
8‚"ENGINEERPROFESS
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KHA PROJECT:PLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, 90% Plans
05-14-2021GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
{ BOARDWALK
ON PILING
CAP BEAM
FABRIC
FILTER
B
RAIL
PEDESTRIAN
NOTE: WINGWALL NOT SHOWN FOR CLARITY
{ BOARDWALK
CAP BEAM
10x10 x 14'-0"
BACKWALL
4x12 x 14'-0"
GRADE POINT
WINGWALL
4x12
BOARDWALK
BEGIN OR END
4x12 BACKWALL
(TYP.)PILE (TYP.)
8" ~ TIMBER
TIMBER BOARDWALK END BENT ELEVATION
TIMBER BOARDWALK END BENT PLAN
SEE NOTES (TYP.)
CAP BEAM CLIP,
STRINGER TO
RAIL (TYP.)
PEDESTRIAN
SECTION A-A
{ END BENT
B
DECKING
{ BOARDWALK
GRADE POINT
BOARDWALK
BEGIN OR END
& CAP BEAM
{ END BENT
{ END BENT PILES
TIMBER BOARDWALK BENT ELEVATION
PILE (TYP.)
8" ~ TIMBER
SEE NOTES (TYP.)
CAP BEAM CLIP,
STRINGER TO
FABRIC
FILTER
APPROACH SLAB
REINF. CONC.
AT MIDDEPTH
6x6-W2.9xW2.9 WWF
8" ~ TIMBER PILE
NOTES
GROUND LINE
APPROX. NATURAL
SECTION B-B
CROSS FRAME DETAIL
BOTTOM OF CAP
AND 6x6 SPACER
WITH REGULAR WASTER, NUT
†" ~ GALV. HEX THRU BOLT
FRAME DETAIL SHALL BE USED AT BENT.
IF H EQUALS OR EXCEEDS 5 FT, CROSS
NOTE:
GROUND LINE
APPROX. NATURAL
& NUT (TYP.)
REGULAR WASHER
THRU BOLT WITH
†"~ GALV. HEX
FRAME (TYP.)
2x6 CROSS HCAP BEAM
10x10 x 11'-5"
8" ~ TIMBER PILE (TYP.)
(TYP.)
BEAM TO PILING
LAG BOLT, CAP
1" ~ x 18" GALV.
PILING (TYP.)
BOLT, CAP BEAM TO
1" ~ x 18" GALV. LAG
PILE (TYP.)
TIMBER
DECKING
(TYP.)
2x12 BLOCKING,
(TYP.)
2x12 BLOCKING,
COURSE
ABC BASE
6" COMPACTED
STRINGER
TIMBER PILES SHALL HAVE MINIMUM TIP DIAMETER OF 8".
3. OR APPROVED EQUAL
2. USP MSTA12 FLAT STRAP
1. SIMPSON MSTA12 FLAT STRAP
CAP BEAM TO PILING STRAP SHALL BE:
3. OR APPROVED EQUAL
2. USP TIE RT4
1. SIMPSON STRONG TIE LTS12
STRINGER TO CAP BEAM CLIP SHALL BE:
(TYP.)
CAP BEAM, SEE NOTES
STRAP, BOTH SIDES OF
CAP BEAM TO PILING
(TYP.)
CAP BEAM, SEE NOTES
STRAP, BOTH SIDES OF
CAP BEAM TO PILING
USING 70D NAILS
CAP AND STRINGERS
ATTACH TO PILES,
4x12 BACKWALL,
RAIL (TYP.)
PEDESTRIAN
3x8 DECKING 3x8 DECKING
GRADE LEVEL
FINISHED
FILTER FABRIC
USING 70D NAILS
CAP AND STRINGERS
ATTACH TO PILES,
4x12 WINGWALL,
GROUND LINE
APPROX. NATURAL
8" ~ TIMBER PILE
EQ.EQ.3'-0"4'-6""4172"2""211
EQ.

EQ.

EQ.

EQ.
5'-0"5'-0"
4'-11•"4'-11•"
(TYP.)
EQ.(MIN.)1'-0"10'-0" CLR.
8 STRINGERS
9'-11"
8'-0"1'-0"EQUAL EQUAL
8'-0"
1
5
°4'-6"EMBED.3'-0" MIN.SPA.
5" MAX.ENGINEERPROFESS
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KHA PROJECT:PLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, 90% Plans
05-14-2021GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PEDESTRIAN RAIL ELEVATION
TYPICAL APPROACH RAIL PLAN
PEDESTRIAN RAIL DETAIL
TIMBER BOARDWALK DECK FRAMING PLAN TYPICAL SECTION THROUGH MIDSPAN
TIMBER BOARDWALK DECK
FRAMING PLAN AT TURN
TOP RAIL
(TYP.)
STRINGER
(TYP.)
POST
LINE
BENT CONTROL
BOARDWALK
(TYP.)
TIMBER PILE
LINE
BENT CONTROL
BOARDWALK
WASHERS (TYP.)
OVERSIZED OGEE
BOLT WITH
†" ~ GALV. HEX
AND STRINGER
BETWEEN POST
4x6 BLOCK
BLOCKING
ƒ" RADIUS
2x6 HANDRAIL WITH
(TYP.)
CAP BEAM
W.P.
W.P.
(TYP.)
INTERIOR
LAPPED AT
STRINGERS
EXTERIOR (TYP.)
SPLICE BLOCK AT
TOGETHER WITH
STRINGERS BUTTED
W.P.
W.P.
BOARDWALK
END OF
BEGIN OR
(TYP.)
2x12 BLOCKING
W.P.
END CAP BEAM
10x10 x 14'-0"
(TYP.)
CAP BEAM
(TYP.)
POST AND STRINGER
4x6 BLOCK BETWEEN
AT INTERIOR (TYP.)
STRINGERS, LAPPED
4x12 x 12'-0"
(TYP.)
PEDESTRIAN RAIL
(TYP.)
DECKING
3x8
{ BOARDWALK
CONTROL LINE
BOARDWALK BENT
(TYP.)
BLOCKING
(TYP.)
REGULAR WASHERS
THRU BOLTS WITH
" ~ GALV. HEX8
-52
CONTROL LINE
BOARDWALK BENT
(TYP.)
AT EXTERIOR
SPLICE BLOCK
4x12 x 1'-6"{ BOARDWALK
POINT
GRADE
(TYP.)
LAPPED STRINGER
4x12 x 12'-0"
3x8 DECKING
(TYP.)
2x12 BLOCKING
(TYP.)
PEDESTRIAN RAIL
RAIL
PEDESTRIAN
CAP BEAM
BACKWALL
TIMBER
WINGWALL
TIMBER
PICKET (TYP.)
HANDRAIL
BOTTOM RAIL
(TYP.)
2x6 BOTTOM RAIL
2x4 SPACER (TYP.)
2x6 TOP RAIL
NO WANEWITH
2x8 TOP RAIL CAP
WOOD SCREWS (TYP.)
OGEE WASHERS
WITH OVERSIZED
GALV. HEX BOLT
RECESSED †" ~
2x2 PICKET
12'-10"
CLEAR SPAN =
STRINGER
MAX OUTSIDE
RAILING (TYP.)
SECTION
@ 5'-0" MAX.
4x6 RAIL POST
TYPICAL APPROACH RAIL
ELEVATION
BEND IN RAIL
4X6 RAIL POST, TYP.
ENGINEERPROFESS
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T . POO LES-5 CIP GRAVITY WALL DETAILS5/14/2021K:\RDT_Structures\_Bridge\NC\012654009 COG BUILD Grant\Cad\Dgn\012654009 S5.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, 90% Plans
05-14-2021GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS16"
12"
MIN
3"
15" MIN
9" MIN
6"
9"
MIN
16"
MIN
FINISHED GRADE**
ALONG WALL)
#4 DOWELS
(PLACED BETWEEN
WEEP HOLE
H (FT)
(TYP)
12" (TYP)
REQUIRED
FOOTING
RECTANGULAR
NOTES:
STANDARD CIP GRAVITY WALL
B - FOOTING WIDTH 2' MINSEE TABLE - 2'-6" MIN
SLOPE CASE
TRAFFIC SURCHARGE
NO SLOPE CASE WITH
TRAFFIC SURCHARGE
NO SLOPE CASE WITHOUT
B/H RATIO (B = 2'-6" MIN)
NO SLOPE CASE
** SEE ROADWAY PLANS FOR FINISHED GRADE DETAILS.
BRICK VENEER DETAIL
DETAIL "A"
WALL FACE
VARIES - 12' MAXH - WALL HEIGHT(SEE DETAIL ``A'')
WITH #4 DOWELS
CONST. JOINT
PERMITTED
6" MIN
EXTENSION
**SEE ROADWAY PLANS FOR FINISHED GRADE DETAILS.
GRADE ELEVATION
TOP OF WALL
FOOTING
TOP OF
WITH TRAFFIC SURCHARGE" WHEN H IS 6' OR GREATER.
KEY IS REQUIRED FOR "SLOPE CASE" OR "NO SLOPE CASE*
FOOTING
TOP OF
FOOTING
BOTTOM OF
.80
.66
6 - 9 > 9 - 12
.60 .60 .60
3 - < 6
DRAINAGE AT WEEP HOLES)
(SEE NOTE FOR SUBSURFACE
SUBDRAIN FINE AGGREGATE
AT WEEP HOLES)
SUBSURFACE DRAINAGE
(SEE NOTE FOR
STONE DRAIN
(SEE TABLE*)
REQUIRED
KEY WHEN
.75*.70*
.75*.70*
B/3 B + 4"
{ KEY
8"EMBEDMENT ELEVATION
GRADE

OF WALL
BOTTOM
WALL
TOP OF
FINISHED GRADE**
OF WALL)
OR HANDRAIL ON TOP
(SEE NOTE FOR FENCE
TOP OF WALL
WEEP HOLE
FINISHED GRADE**
VENEER***
BRICK
BRICK VENEER AND PEDESTRIAN RAILING.
*** SEE HARDSCAPE PLANS FOR EXTENTS OF
f
f
g
OF THE SLOPE.
TO PROTECT WALL FOUNDATION FROM EROSION AND CERTIFY STABILITY
MEASURED FROM FINISHED GRADE AT WALL FACE TO BOTTOM OF FOOTING
EMBEDMENT OF AT LEAST 2'-0" ALONG ENTIRE LENGTH OF WALL
ENSURE THAT STANDARD CIP GRAVITY WALL MAINTAINS A MINIMUM
WALLS.
OF 3 EQUALLY SPACED #4 DOWELS AT INTERVALS OF 1'-6" ALONG
CONSTRUCTION JOINT AS SHOWN IN DETAIL "A", PROVIDE A MINIMUM
WHEN CONSTRUCTING STANDARD CIP GRAVITY WALLS WITH A
AND FOUNDATION MATERIAL ARE APPROVED.
DO NOT PLACE CONCRETE FOR FOOTINGS UNTIL EXCAVATION DIMENSIONS
BEGINNING STANDARD CIP GRAVITY WALL CONSTRUCTION.
FOR BRICK VENEERS, SUBMIT BRICK SAMPLES FOR APPROVAL BEFORE
ACCEPTED.
DO NOT START WALL CONSTRUCTION UNTIL WALL ENVELOPES ARE
ELEVATIONS AS NEEDED AT INTERVALS OF 25' OR LESS ALONG WALLS.
WALL, EXISTING GROUND AND GRADE ELEVATIONS AND OTHER
ENVELOPES) FOR REVIEW. FOR WALL ENVELOPES, INCLUDE BOTTOM OF
SURVEY WALL LOCATIONS AND SUBMIT WALL PROFILE VIEWS (WALL
BEFORE BEGINNING STANDARD CIP GRAVITY WALL CONSTRUCTION,
SOIL OR MUCK IS BELOW WALLS.
DO NOT USE STANDARD CIP GRAVITY WALLS WHEN VERY LOOSE OR SOFT
OF FOOTING.
PARAMETERS ARE NOT APPLICABLE OR GROUNDWATER IS ABOVE BOTTOM
DO NOT USE STANDARD CIP GRAVITY WALLS IF ASSUMED SOIL
COHESION, c = 0 PSF
(GROUNDWATER MORE THAN 7' BELOW BOTTOM OF FOOTING)
= 30 DEGREES FRICTION ANGLE,
(GROUNDWATER WITHIN 7' OF BOTTOM OF FOOTING)
= 35 DEGREES FRICTION ANGLE,
= 120 PCF UNIT WEIGHT,
ASSUMED SOIL PARAMETERS:
STANDARD CIP GRAVITY WALLS ARE BASED ON THE FOLLOWING IN-SITU
THE STANDARD SPECIFICATIONS.
FOR SUBSURFACE DRAINAGE AT WEEP HOLES, SEE ARTICLE 414-8 OF
FENCE OR HANDRAIL ATTACHMENT DETAILS.
FOR FENCES OR HANDRAILS ON TOP OF WALLS, SEE ROADWAY PLANS FOR
SECTION 453 OF THE STANDARD SPECIFICATIONS.
FOR STANDARD CAST-IN-PLACE (CIP) GRAVITY RETAINING WALLS, SEE
WITH #4 DOWELS
CONST. JOINT
PERMITTED
ENGINEERPROFESS
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047653NORTHCAROLINA
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T . POO LES-6 STRUCTURAL STANDARD NOTES5/14/2021K:\RDT_Structures\_Bridge\NC\012654009 COG BUILD Grant\Cad\Dgn\012654009 S6.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, 90% Plans
05-14-2021GREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
STRUCTURAL STEEL:
ETC. IN CASTING SUPERSTRUCTURES:
ALLOWANCE FOR DEAD LOAD DEFLECTION, SETTLEMENT,
REINFORCING STEEL:
HANDRAILS AND POSTS:
SPECIAL NOTES:
STRESS IN EXTREME FIBER OF
IMPACT ALLOWANCE
LIVE LOAD
27,000 LBS. PER SQ. IN.
20,000 LBS. PER SQ. IN.
DESIGN DATA:
SPECIFICATIONS
DOWELS:
MATERIAL AND WORKMANSHIP:
CONCRETE:
EQUIVALENT FLUID PRESSURE OF EARTH - - - - -
OF TIMBER
COMPRESSION PERPENDICULAR TO GRAIN
CONCRETE IN COMPRESSION
CONCRETE IN SHEAR SEE A.A.S.H.T.O.
CONCRETE CHAMFERS:
24,000 LBS. PER SQ. IN.
27,000 LBS. PER SQ. IN.
STRUCTURAL STEEL - AASHTO M270 GRADE 36
- AASHTO M270 GRADE 50W
- AASHTO M270 GRADE 50
SEE A.A.S.H.T.O.

SEE PLANS

A.A.S.H.T.O. (CURRENT)
BE HOT ROLLED.
STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL
N. C. DEPARTMENT OF TRANSPORTATION.
THE 2018 ``STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" OF THE
PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL
BE USED FOR SLOPE PROTECTION AND RIP RAP.
ABUTMENT BACKWALLS, AND APPROACH SLABS; AND CLASS B CONCRETE SHALL
CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES,
USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT:
UNLESS OTHERWISE REQUIRED ON PLANS, CLASS A CONCRETE SHALL BE
WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS.
AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A ‚" RADIUS
ON PLANS; AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES
SHALL BE ROUNDED WITH A ‚" FINISHING TOOL UNLESS OTHERWISE REQUIRED
INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS
TOP CORNERS OF CURBS MAY BE ROUNDED TO 1•" RADIUS WHICH IS BUILT
STRUCTURES SHALL BE CHAMFERED ƒ" WITH THE FOLLOWING EXCEPTIONS:
UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON
PLACE WITH 1:2 CEMENT MORTAR.
BE EMBEDDED AT LEAST 12" INTO THE OLD CONCRETE AND GROUTED INTO
DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALL
FALSEWORK OR FORMS IS STARTED.
BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE
AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL
DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE
CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER.
SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND
ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK, THE FINISHED STRUCTURES
AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE
ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK,
IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS, AN
ACTUAL BEAM CAMBER.
TO COMPENSATE FOR DEAD LOAD DEFLECTION, VERTICAL CURVE ORDINATE, AND
BOTTOM OF TOP FLANGES, DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED
ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH
BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVE
UP TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED
FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING
GIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS
ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE
DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED
ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD
SLABS, CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE.
BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS.
BE LAPPED TO LOCK LEGS ON ADJOINING PIECES.
LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL
INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS
WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE
TO OUT AS INDICATED ON PLANS.
IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT
PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED
ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO
OR METALLIZING.
EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING,
ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY ˆINCH OR
SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY
WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER
ELECTROSLAG WELDING WILL NOT BE PERMITTED.
TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS " BRIDGE WELDING CODE".
EQUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORM
DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2" OR A THICKNESS
EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST Š" IN THICKNESS AND
SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE
PLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION,
EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER
BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-O".
STUDS FOR 4 - ƒ" ~ STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST
ALONG THE BEAM AS SHOWN FOR ƒ" ~ STUDS BASED ON THE RATIO OF 3 - ‡" ~
SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF ‡" ~ STUDS
THE RATE OF 3 - ‡" ~ STUDS FOR 4 - ƒ" ~ STUDS, AND STUD SPACING CHANGES
ƒ" ~ STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT
AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE ‡" ~ SHEAR STUDS FOR THE
NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS.
BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON-UNIFORM COLORING WILL
REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL
FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE
AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE.
METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE
RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB.
ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM
RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB, UNLESS OTHERWISE SHOWN
METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL
SPECIFICATIONS ARTICLE 105-4.
OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE
GOVERN OVER THE SPECIFICATIONS, BUT THE REMAINDER OF THE PLANS SHALL GOVERN
GENERALLY, IN CASE OF DISCREPANCY, THIS STANDARD SHEET OF NOTES SHALL1,200 LBS. PER SQ. IN.
1,800 LBS. PER SQ. IN.
375 LBS. PER SQ. IN.
30 LBS. PER CU. FT.
(MINIMUM)
STANDARD NOTES
- -
- -
- - -
- -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - -
- - - EXTREME FIBER STRESS
STRUCTURAL TIMBER - TREATED OR UNTREATED
REINFORCING STEEL IN TENSION - GRADE 60
5/14/2021DATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEK:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Plan Sheets\G_TCC_psh_W-1.dgnASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, HORIZ
010 20
90% PLANS
05-14-2021
VERT
0 52.5 PLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021GREENWAY PROJECTTOWN COMMON CONNECTORDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
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ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.PLAN AND PROFILE SHEETSGREENWAYNAD 83
10 11
40
45
50
55
35
30
25
20
15
40
45
50
55
35
30
25
20
15
W-1
PROP GAZEBO LOCATION
-W1- PI Sta. 10+26.88
THIS LINE
GRADE TO
0.02
10'
CL
POINT
GRADE
2'
0.02
-G2-
CL
RAILING
WALL
TOP OF
-W1- STA 10+00.00 TO STA 10+89.16
-W1-
VARIES 2'-32'
0.02
0.67'
OF FOOTING
BOTTOM
-G2- PC Sta. 14+49.89 (7.50' RT)
-W1- POT Sta. 10+89.16 =
END HANDRAIL
END RETAINING WALL #1
-G2- PT Sta. 14+13.97 (7.50' RT)
-W1- PI Sta. 10+53.24 =
-G2- Sta. 13+83.00 (32.72' RT)
-W1- POT Sta. 10+00.00 =
BEGIN HANDRAIL
BEGIN RETAINING WALL #1
TYPICAL SECTION
O
ELEV = 42.22'
-G2- Sta. 13+83.00 (32.72' RT)
-W1- Sta. 10+00.00 =
BEGIN RETAINING WALL #1
ELEV = 40.30'
-G2- Sta. 14+49.89 (7.50' RT)
-W1- Sta. 10+89.16 =
END RETAINING WALL #1
ELEV = 41.23'-W1- Sta. 10+70.00 = ELEV = 41.79'-W1- Sta. 10+53.24 = ELEV = 41.98'-W1- Sta. 10+26.88 = ELEV = 40.22'-W1- Sta. 10+00.00 = ELEV = 35.89'-W1- Sta. 10+26.00 = ELEV = 35.78'-W1- Sta. 10+44.00 = ELEV = 36.26'-W1- Sta. 10+72.00 = ELEV = 36.81'-W1- Sta. 10+89.16 = TOP OF WALL
GROUND ELEVATION ELEV = 36.93'-W1- Sta. 10+55.00 = BOTTOM OF FOOTING15 -G2--G3--G2-
R3
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Lighting\Plansheets\G_TCC_lig_psh_detail.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, PLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2020INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
05-14-2021
90% PLANS GREENWAY PROJECTTOWN COMMON CONNECTORAVPL2 30LED10 4K
E-1
GUC DECORATIVE LANTERN DETAIL 1 OF 3 GUC DECORATIVE LANTERN DETAIL 2 OF 3 GUC DECORATIVE LANTERN DETAIL 3 OF 3
LIGHTING DETAIL SHEET
CB
P
S
CB
18" RCPSS
24" RCP
S
HHHHHHHHHHHHHHE 5TH ST BSTHH24" RCP W/
F
E
S
18"
R
C
P
W
/FE
SHHHHHHHHHHHHE 4TH ST BST(PUBLIC R/W AND B/B VARIES)E. 5TH STREET4" PLASTIC GL (GUC)E-DUCT (ECU)E-DUCT (GUC)SL-TV(DUCT)(FO)ECU E-DUCTWV
WV
S
CB
S
CB
CB
S
WV
CB
CB
WM
WM
S
WV
WM WM
P309
S
DI
EXISTING R/WEXISTING R/WR/WEXISTING18" RCP15" RCP18" RCP(M.B. 20 PG. 70)(60' PUBLIC R/W; B/B VARIES)E. 4TH STREET5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Lighting\Plansheets\G_TCC_lig_psh_1C-1.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, PLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2020INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
05-14-2021
90% PLANS
GENERAL NOTE
(APPLIES TO ALL SHEETS)
LEGEND
PLAN ITEM EXISTING PROPOSED
PE
CONSTRUCTION EASEMENT
WITH LANTERN FIXTURE
BLACK DECORATIVE POLE
WITH COBRA HEAD
CONCRETE/WOOD POLE
PERMANENT EASEMENT GREENWAY PROJECTTOWN COMMON CONNECTORCENTER OF SYMBOL.
SYMBOLS ARE NOT TO SCALE. CENTER OF POLE SHOULD MATCH 2.
GREENVILLE UTILITIES COMMISSION.
ALL PROPOSED LIGHTING TO BE FURNISHED AND INSTALLED BY 1.
JUNCTION BOX
LIGHTING CONDUIT
TCE
NAD 83/NA 2011
E-2E 4TH STREET (SEE SHEET E-3)LIGHTING PLANLUMINAIRE SCHEDULE
LUMINAIRE NAME
TYPE
LUMINAIRE
TYPE
DISTRIBUTION
LUMENS WATTAGE
HEIGHT
MOUNTING
LENGTH
ARM
LED TYPE III 8,663 110W 20 FT N/A
LANTERN FIXTURE
DECORATIVE POLE WITH
PROPOSED BLACK
1.0 FC (TYP.)
(SEE DETAIL 2/2A-2)
PROPOSED 2-2" CONDUITS (TYP)
AND AT STREET CROSSINGS (TYP)
ADJACENT TO PROP LIGHTING
PROPOSED HANDHOLE
-G1-
10
-G1-E 4TH STE 5TH ST1
-G1-1.52.02.21.32.01.51.10.50.92.11.92.62.22.61.72.61.82.62.42.9
P
S
P
T
SHHHHE 4TH ST BSTE 3RD ST BSTSS & CULVERT
CONC HW
S
P313
FH
MHPWR
LP
S
MHSS
LP
PWR
COMM
CB
MHSD
LP
TMH
MHPWR
LP
MHSS
S
MHSD
MHSD
EIR
EXISTING R/WEXISTING R/WEXISTING R/WINVERT UNKNOWN
CAMERA
SECURITY
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Lighting\Plansheets\G_TCC_lig_psh_1C-2.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, PLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2020INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
05-14-2021
90% PLANS
GENERAL NOTE
(APPLIES TO ALL SHEETS)
LEGEND
PLAN ITEM EXISTING PROPOSED
PE
CONSTRUCTION EASEMENT
WITH LANTERN FIXTURE
BLACK DECORATIVE POLE
WITH COBRA HEAD
CONCRETE/WOOD POLE
PERMANENT EASEMENT GREENWAY PROJECTTOWN COMMON CONNECTORCENTER OF SYMBOL.
SYMBOLS ARE NOT TO SCALE. CENTER OF POLE SHOULD MATCH 2.
GREENVILLE UTILITIES COMMISSION.
ALL PROPOSED LIGHTING TO BE FURNISHED AND INSTALLED BY 1.
JUNCTION BOX
LIGHTING CONDUIT
TCE
NAD 83/NA 2011
E-3
-G3- STA 18+50 (SEE SHEET E-4)4TH STREET (SEE SHEET E-2)LIGHTING PLANLUMINAIRE SCHEDULE
LUMINAIRE NAME
TYPE
LUMINAIRE
TYPE
DISTRIBUTION
LUMENS WATTAGE
HEIGHT
MOUNTING
LENGTH
ARM
LED TYPE III 8,663 110W 20 FT N/A
LANTERN FIXTURE
DECORATIVE POLE WITH
PROPOSED BLACK
1.0 FC (TYP.)
(SEE DETAIL 2/2A-2)
PROPOSED 2-2" CONDUITS (TYP)
AND AT STREET CROSSINGS (TYP)
ADJACENT TO PROP LIGHTING
PROPOSED HANDHOLE
-G2--G3--G2-E 3RD ST2
CR
CR
CR3.23.23.93.42.72.13.02.72.11.31.11.01.31.91.40.92.11.81.01.01.81.51.52.01.71.41.11.21.72.01.42.11.71.41.72.21.61.92.40.90.73.01.01.82.01.91.41.11.1
S
S CBCBCBCBSP
GVHHMHSS
TRANSFORMER
MHSSEXISTING R/WMHSS
EIP
EIPEXISTING R/W5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Lighting\Plansheets\G_TCC_lig_psh_1C-3.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, PLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2020INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
05-14-2021
90% PLANS
GENERAL NOTE
(APPLIES TO ALL SHEETS)
LEGEND
PLAN ITEM EXISTING PROPOSED
PE
CONSTRUCTION EASEMENT
WITH LANTERN FIXTURE
BLACK DECORATIVE POLE
WITH COBRA HEAD
CONCRETE/WOOD POLE
PERMANENT EASEMENT GREENWAY PROJECTTOWN COMMON CONNECTORCENTER OF SYMBOL.
SYMBOLS ARE NOT TO SCALE. CENTER OF POLE SHOULD MATCH 2.
GREENVILLE UTILITIES COMMISSION.
ALL PROPOSED LIGHTING TO BE FURNISHED AND INSTALLED BY 1.
JUNCTION BOX
LIGHTING CONDUIT
TCE
NAD 83/NA 2011
E-4-G3- STA 23+00 (SEE SHEET E-5)-G3- STA 18+50 (SEE SHEET E-3)LIGHTING PLANLUMINAIRE SCHEDULE
LUMINAIRE NAME
TYPE
LUMINAIRE
TYPE
DISTRIBUTION
LUMENS WATTAGE
HEIGHT
MOUNTING
LENGTH
ARM
LED TYPE III 8,663 110W 20 FT N/A
LANTERN FIXTURE
DECORATIVE POLE WITH
PROPOSED BLACK
1.0 FC (TYP.)
(SEE DETAIL 2/2A-2)
PROPOSED 2-2" CONDUITS (TYP)
AND AT STREET CROSSINGS (TYP)
ADJACENT TO PROP LIGHTING
PROPOSED HANDHOLE
-G3-20E 3RD ST4
3
2.01.51.10.70.61.11.82.51.82.22.01.62.22.01.31.81.22.12.21.51.62.32.12.02.02.22.42.11.90.80.71.82.01.52.22.11.61.41.51.71.91.4
18" RCPWVSS
P
15" HDPE15" CMP24" HDPECB
CB30" C&G30" C&G24" C&G
24" C&GCONC30" C&GE 2ND ST BSTE 1ST ST BST(M.B. 20 PG. 66)(80' PUBLIC R/W; 60' B/B)E. 1ST STREET8"C.I. W (GUC)2" PLASTIC WL (GUC)8" C.I. WL (GUC)8" C.I. WL (GUC)2" PLASTIC GL (GUC)3/4" PLASTI
C
GL
(GUC)GUC E-DUCTEIP
EIP
P322
MHPWR
SB
PP/LP
CONC
EIP
HVAC
SAT EXISTING R/WEXISTING R/WLP
M.B. 22 PG. 85)(PUBLIC R/W; M.B. 1 PG. 131, E. 2ND STREETCONC
-G3-
-G3-E 1ST STE 2ND ST3
5
6
7
8
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Lighting\Plansheets\G_TCC_lig_psh_1C-4.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, PLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2020INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
05-14-2021
90% PLANS
GENERAL NOTE
(APPLIES TO ALL SHEETS)
LEGEND
PLAN ITEM EXISTING PROPOSED
PE
CONSTRUCTION EASEMENT
WITH LANTERN FIXTURE
BLACK DECORATIVE POLE
WITH COBRA HEAD
CONCRETE/WOOD POLE
PERMANENT EASEMENT GREENWAY PROJECTTOWN COMMON CONNECTORCENTER OF SYMBOL.
SYMBOLS ARE NOT TO SCALE. CENTER OF POLE SHOULD MATCH 2.
GREENVILLE UTILITIES COMMISSION.
ALL PROPOSED LIGHTING TO BE FURNISHED AND INSTALLED BY 1.
JUNCTION BOX
LIGHTING CONDUIT
TCE
NAD 83/NA 2011
E-5-G3- STA 23+00 (SEE SHEET E-4)LIGHTING PLANLUMINAIRE SCHEDULE
LUMINAIRE NAME
TYPE
LUMINAIRE
TYPE
DISTRIBUTION
LUMENS WATTAGE
HEIGHT
MOUNTING
LENGTH
ARM
LED TYPE III 8,663 110W 20 FT N/A
LANTERN FIXTURE
DECORATIVE POLE WITH
PROPOSED BLACK
1.0 FC (TYP.)
(SEE DETAIL 2/2A-2)
PROPOSED 2-2" CONDUITS (TYP)
AND AT STREET CROSSINGS (TYP)
ADJACENT TO PROP LIGHTING
PROPOSED HANDHOLE
(9) IN
(9) IN25
CR
CR
CR
CR
CR1.42.01.51.00.90.90.81.21.71.81.92.52.01.40.90.50.90.70.60.71.01.31.82.01.12.11.71.20.80.61.62.01.11.22.11.61.10.60.81.11.92.11.82.11.61.10.71.81.10.80.72.72.73.13.02.82.32.22.22.32.31.8
S
S
S
S
S
S
S8"C.I. WL (GUC)12"A.C. WL (GUC)4" PLASTIC GL (GUC)E-DUCT (ECU)E-DUCT (GUC)E-DUCT (GUC)SL-TV(DUCT)(FO)ECU E-DUCT6"C.I. W (GUC)6"C.I. W (GUC)16" DIP WL (GUC)6" DIP WL (GUC)
EL. 44.36 (NAVD88)
TBM LAG IN POLE (#2189)
P.N. 25976
M.B. 27 PG. 159
D.B. 3755 PG. 483
ALEXIS ROXANNE THONEN
N/F
P.N. N/A
U.O.B. 1 PG. 15A
CONDOMINIUMS
REGENCY HOUSE
N/F
PERMANENT UTILITY EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
PERMANENT DRAINAGE EASEMENT
(M.B. 80 PG. 63)
PERMANENT UTILITY EASEMENT
(D.B. 3564 PG. 215
& M.B. 80 PG. 63)
EIP
P309
P.N. 29291
M.B. 15 PG. 53
M.B. 25 PG. 175
M.B. 27 PG. 159
D.B. A40 PG. 186
D.B. U 47 PG. 511
STATE OF NORTH CAROLINA
N/F
PERMANENT DRAINAGE EASEMENT
(M.B. 80 PG. 63)20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)
PERMANENT UTILITY EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
PERMANENT DRAINAGE EASEMENT
(M.B. 80 PG. 63)
EIP
P327
P310 ST
P
T
P
PHH
HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHTS
COMM
TS
ICV
BOX
HOT
ICV
CALL BOX
EMERGENCY
ICV
TEL
ICV
TEL
TEL
TS
CALL BOX
EMERGENCY
FOV ELEC VAULT
ICV
FOV
ICV
VAULT
UTILITY
CO
FOV
ECON
COMM
TEL
TEL
FOM
TSB
E 4TH STE 5TH ST1
-G1-5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Utility Coordination\UBO\Proj\G_TCC_ubo_uo01.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONS05-14-2021
KHA PROJECT:PLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 202090% PLANS UTILITIES BY OTHERSNAD 83/NA 2011
UO-1E 4TH STREET (SEE SHEET UO-2)PART OF THIS PROJECT.
NO UTILITY WORK IS ANTICIPATED AS A
INFORMAITON ONLY.
ALL UTILITES SHOWN HERE ARE FOR
NOTE:
10
RETAIN
F
F
F
S
S
ECU
(DUCT
)(FO
)
E
-DUCT
(ECU
)ECU (DUCT)(FO)E-DUCT (ECU)E-DUCT (ECU)ECU (DUCT)(FO)
ECU (FO)(DUCT)
E-DUCT (ECU)E-DUCT (ECU)E-DUCT (GUC)CL T-DUCTECU E-DUCT
ECU (DUCT)(FO)
EL. 34.84 (NAVD88)
TBM TOP OF HYD. (#1862)
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
PERMANENT UTILITY EASEMENT
(D.B. 3564 PG. 215)
S
P313
P.N. 29290
M.B. 15 PG. 52
M.B. 20 PG. 70
D.B. K38 PG. 712
D.B. A40 PG. 186
STATE OF NORTH CAROLINA
N/F
(M.B. 20 PG. 66)
EIR
EASEMENT
20' SANITARY SEWER
P
P
T
HHHHFOV
FOV
COMM
LIGHTING CAB.
LIGHTING CAB
CAMERA
SECURITY
E 3RD ST2
-G2--G3--G2-5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Utility Coordination\UBO\Proj\G_TCC_ubo_uo02.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONS05-14-2021
KHA PROJECT:PLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 202090% PLANS UTILITIES BY OTHERS4TH STREET (SEE SHEET UO-1)UO-2
-G3- STA 18+50 (SEE SHEET UO-3)
PART OF THIS PROJECT.
NO UTILITY WORK IS ANTICIPATED AS A
INFORMAITON ONLY.
ALL UTILITES SHOWN HERE ARE FOR
NOTE:
NAD 83/NA 2011
18"18"
18"18"OCR
CR
CR15E 3RD STE 4TH STDUCTBANK SYSTEM
LUMEN TO RETAIN
DUCTBANK SYSTEM
LUMEN TO RETAIN
RETAIN
RETAIN
RETAIN
F
F
F
F
F
F
F
S
S
S
20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)8"D.I.P WL (GUC)3/4" PLASTIC GL (GUC)2" PLASTIC GL (GUC)E-DUCT (GUC)E-DUCT (EMPTY) (GUC) P.N. 16488
D.B. 936 PG. 698
G. MONTAQUILA
ROBERT T. MONTAQUILA AND WIFE, LUCY
N/F
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
PERMANENT UTILITY EASEMENT
(M.B. 80 PG. 63)
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
P.N. 26996
M.B. 27 PG. 168
M.B. 20 PG. 69
D.B. 3484 PG. 240
CAROLINA TRUSTEES
EPISCOPAL DIOCESE OF EAST
N/F
P314
P.N. 26144
D.B. 3606 PG. 780
BROWN & BROWN OF CAROLINA, LLC
N/F
M.B. 22 PG. 85
SECOND STREET APARTMENTS
P.N. 26145
D.B. 2296 PG. 41
ERIC PAYNE
N/F
20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)
EIP
EIP
P.N. 29282
M.B. 20 PG. 66
D.B. A 40 PG. 186
STATE OF NORTH CAROLINA
N/F
P
HHE 3RD ST4
3
-G3-5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Utility Coordination\UBO\Proj\G_TCC_ubo_uo03.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONS05-14-2021
KHA PROJECT:PLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 202090% PLANS UTILITIES BY OTHERSUO-3
-G3- STA 18+50 (SEE SHEET UO-2)-G3- STA 23+00 (SEE SHEET UO-4)PART OF THIS PROJECT.
NO UTILITY WORK IS ANTICIPATED AS A
INFORMAITON ONLY.
ALL UTILITES SHOWN HERE ARE FOR
NOTE:
NAD 83/NA 2011
20DUCTBANK SYSTEM
LUMEN TO RETAIN
F
F
F
F
F
C
C
C
C
F
F
18" RCPSS
15" HDPE15" CMP8" LST24" HDPE72" CHL
7
2" CHLCB
CBCONC HEAD WALLRI
PRAP30" C&G30" C&G24" C&G
24" C&GCONC30" C&GE 2ND ST BSTE 1ST ST BST(M.B. 20 PG. 66)(80' PUBLIC R/W; 60' B/B)E. 1ST STREET8"C.I. W (GUC)2" PLASTIC WL (GUC)8" C.I. WL (GUC)8" C.I. WL (GUC)2" PLASTIC GL (GUC)3/4" PLASTI
C
GL
(GUC)GUC E-DUCT24" SYC
14" ELM
15" PECAN
30" ELM
12" TWIN ELM
24" TWIN ELM
12" HICKORY
M.B. 22 PG. 85
SECOND STREET APARTMENTS
15" HICKORY
14" SYC
15" TWIN BEECH
8' DRAINAGE EASEMENT
(M.B. 22 PG. 85)
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)
EIP
EIP
P322
Z=28.5500
Y=682218.2202
X=2484920.1002
PANEL 322
CONC
U/C
CONC
P.N. 29282
M.B. 20 PG. 66
D.B. A 40 PG. 186
STATE OF NORTH CAROLINA
N/F
14" HICKORY
20" ELM
12" TWIN GUM
21" SYC
RIPRAP
RIPRAP
30" TWIN ELM
15" ELM
12" HICKORY
21" SYC
12" ELM 27" TRIPLE SYC
18" HICKORY
12" GUM14" GUM12" GUM
14" GUM
12" SYC 20" TWIN SYC
24" GUM
RIP
R
AP
12" ELM
1SBKDUPLEX
12" HICKORY
12" ELM
24" ELM
21" PECANEL. 34.57 (NAVD88)
TBM LAG IN POLE (#2188)
42" HICKORY
P.N. 21948
M.B. 15 PG. 89
D.B. 3867 PG. 838
D.B. 3317 PG. 37
THE DEVELOPMENT TRUST, LLC
N/F
CONC
EIP
P.N. 85999
M.B. 15 PG. 89
D.B. 3866 PG. 429
THE DEVELOPMENT TRUST, LLC
N/F
18" GUM 12" GUM
20" HICKORY
15" GUM 18" SYC
20" GUM
24" GUM
12" TWIN GUM
32" OAK
M.B. 1 PG. 131
LANG PROPERTY
36" OAK 12" HICKORY
HICKORY
15" TRIPLE
15" TWIN HICKORY
20" HICKORY
HVAC
P.N. 04585
D.B. 3324 PG. 247
JIM BLOUNT PROPERTIES, LLC
N/F1SFDUPLEX
GRAVEL
SAT
MHSDEXISTING R/WEXISTING R/W P.N. 23797
M.B. 84 PG. 37
D.B. 3785 PG. 116
CITY OF GREENVILLE
N/F
M.B. 22 PG. 85)(PUBLIC R/W; M.B. 1 PG. 131, E. 2ND STREETCONC
WVP
SS
MHSS
MHSS
MHSS
ABAND POLE
MHPWR
SB
PP/LP
MHSS
LP
LP E 1ST STE 2ND ST3
5
6
7
8
-G3-
-G3-5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Utility Coordination\UBO\Proj\G_TCC_ubo_uo04.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONS05-14-2021
KHA PROJECT:PLANS PREPARED FOR:012654009 CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, GREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 202090% PLANS UTILITIES BY OTHERSUO-4-G3- STA 23+00 (SEE SHEET UO-3)NAD 83/NA 2011
PART OF THIS PROJECT.
NO UTILITY WORK IS ANTICIPATED AS A
INFORMAITON ONLY.
ALL UTILITES SHOWN HERE ARE FOR
NOTE:25RETAIN
RETAIN
RETAIN
RETAIN
F
F
F
F
C
F
F
F
F
F
C
C
C
C
C
C
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Cross-Sections\G_TCC_xpl_G1.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CROSS SECTIONSGREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA
.
J
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M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NOTES:
3 RETAINING WALL
4 HANDRAIL
2 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT
1 TIE TO BACK OF EXIST CURB
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.X-1
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130140
30 30
35 35
40 40
10+00.00
30 30
35 35
40 40
45 45
50 50
10+17.00
30 30
35 35
40 40
45 45
50 50
10+50.00
30 30
35 35
40 40
45 45
50 50
11+00.00
30 30
35 35
40 40
45 45
50 50
11+25.00
-G1-42.6643.5043.500.05444.8444.950.020
1 46.1346.290.020 3:12 46.6746.960.020
3:12
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Cross-Sections\G_TCC_xpl_G1.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CROSS SECTIONSGREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NOTES:
3 RETAINING WALL
4 HANDRAIL
2 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT
1 TIE TO BACK OF EXIST CURB
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA
.
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M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
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LINA
.
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M O ORE
W
SEAL
024436
A
NILTR
NF
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SEAL
E
G EENI
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ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.X-2
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130140
40 40
45 45
50 50
55 55
11+50.00
45 45
50 50
11+62.14
-G1-47.0547.083:13:10.01246.6946.690.050
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Cross-Sections\G_TCC_xpl_G2.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CROSS SECTIONSGREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NOTES:
3 RETAINING WALL
4 HANDRAIL
2 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT
1 TIE TO BACK OF EXIST CURB
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
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O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130140
45 45
13+00.00
30 30
35 35
40 40
45 45
50 50
13+50.00
30 30
35 35
40 40
45 45
50 50
13+60.00
40 40
45 45
50 50
14+00.00
20 20
25 25
30 30
35 35
40 40
45 45
14+25.00
-G2-X-346.7144.1444.140.0200.053
1 44.1643.810.020
1 41.8442.512
0.020 0.020
3
440.9641.690.020
3
4
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5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Cross-Sections\G_TCC_xpl_G2.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CROSS SECTIONSGREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NOTES:
3 RETAINING WALL
4 HANDRAIL
2 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT
1 TIE TO BACK OF EXIST CURB
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130140
20 20
25 25
30 30
35 35
40 40
45 45
14+50.00
20 20
25 25
30 30
35 35
40 40
45 45
15+00.00
15 15
20 20
25 25
30 30
35 35
40 40
15+50.00
15 15
20 20
25 25
30 30
35 35
40 40
16+00.00
-G2-X-440.2240.550.020
3
4
2 36.8337.403:10.020
2 33.7434.280.020
2
3:132.4933.213:10.020
2
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Cross-Sections\G_TCC_xpl_G2.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CROSS SECTIONSGREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NOTES:
3 RETAINING WALL
4 HANDRAIL
2 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT
1 TIE TO BACK OF EXIST CURB
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130140
15 15
20 20
25 25
30 30
35 35
40 40
16+50.00
30 30
35 35
40 40
17+00.00
30 30
35 35
40 40
17+08.46
-G2-X-532.3332.870.020
2
3:132.8032.520.046
CLOSED DRIVEWAY
GRADE TO DRAIN OVER
REMOVE ASPHALT PAVEMENT DRIVEWAY
LIGHTING CABINET
DO NOT DISTURB32.4332.430.050
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Cross-Sections\G_TCC_xpl_G3.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CROSS SECTIONSGREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PROFESSION
A
LE
NG INEER
N ORTH CAR
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LINA
.
J
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M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NOTES:
3 RETAINING WALL
4 HANDRAIL
2 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT
1 TIE TO BACK OF EXIST CURB
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130140
25 25
30 30
35 35
19+84.56
25 25
30 30
35 35
20+00.00
15 15
20 20
25 25
30 30
20+50.00
10 10
15 15
20 20
25 25
21+00.00
15 15
20 20
25 25
21+50.00
-G3-X-629.2729.27EXIST29.1926.460.0163:1 3:125.5619.290.020
3:1 3:121.5718.080.020
3:1 3:13:1
17.519.3918.420.0203:1 3:13:1
18.25
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Cross-Sections\G_TCC_xpl_G3.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CROSS SECTIONSGREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NOTES:
3 RETAINING WALL
4 HANDRAIL
2 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT
1 TIE TO BACK OF EXIST CURB
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130140
10 10
15 15
20 20
25 25
22+00.00
10 10
15 15
20 20
25 25
30 30
22+50.00
10 10
15 15
20 20
25 25
30 30
23+00.00
10 10
15 15
20 20
25 25
30 30
23+25.00
-G3-X-720.4520.160.0203:1 3:119.0
3:122.9522.130.0203:1 50:125.4524.960.0203:1
2:126.7026.170.0203:1 2:1
4
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Cross-Sections\G_TCC_xpl_G3.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CROSS SECTIONSGREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NOTES:
3 RETAINING WALL
4 HANDRAIL
2 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT
1 TIE TO BACK OF EXIST CURB
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130140
10 10
15 15
20 20
25 25
30 30
35 35
23+50.00
10 10
15 15
20 20
25 25
30 30
35 35
23+75.00
5 5
10 10
15 15
20 20
25 25
30 30
35 35
24+00.00
5 5
10 10
15 15
20 20
25 25
30 30
35 35
24+50.00
-G3-X-827.7427.000.0203:1
1
4
0.09827.9127.630.020
1
2.9:1
TOP OF EMBANKMENT
TIE FILL SLOPE TO
4 28.7228.200.020
3:1
1
4 27.5026.110.020
3:1
50:1
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Cross-Sections\G_TCC_xpl_G3.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CROSS SECTIONSGREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NOTES:
3 RETAINING WALL
4 HANDRAIL
2 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT
1 TIE TO BACK OF EXIST CURB
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130140
5 5
10 10
15 15
20 20
25 25
30 30
25+00.00
5 5
10 10
15 15
20 20
25 25
30 30
25+17.00
10 10
15 15
20 20
25 25
30 30
25+50.00
5 5
10 10
15 15
20 20
25 25
30 30
25+65.00
-G3-X-923.7423.000.0073:1
22.8
3:13:123.4121.790.000
3:1 22.5
3:1
3:123.5818.230.00023.6517.910.000
5/14/2021K:\RAL_Roadway\012654009 - Greenville BUILD Grant\Greenway Projects\G - Town Common Connector\Greenway Plan\Cross-Sections\G_TCC_xpl_G3.dgnDATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, CROSS SECTIONSGREENWAY PROJECTTOWN COMMON CONNECTORPLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NOTES:
3 RETAINING WALL
4 HANDRAIL
2 SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT
1 TIE TO BACK OF EXIST CURB
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA
.
J
YERFFE
M O ORE
W
SEAL
024436
A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
O
ISS
LANHO
C RA
026480
LARR
Y D. ROBINSON, JR.00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130140
5 5
10 10
15 15
20 20
25 25
30 30
26+00.00
5 5
10 10
15 15
20 20
25 25
30 30
26+50.00
20 20
25 25
30 30
27+00.00
25 25
30 30
27+05.00
25 25
30 30
27+31.28
-G3-X-1023.8321.630.000
BOARDWALK
EXCAVATION FOR1.5:124.6718.460.00025.7622.410.000
0.00025.8723.271.5:1
BOARDWALK
EXCAVATION FOR26.4526.08EXIST