20150852 Ver 2_Site Plan_20160203

TOWN: ENGINEER:
CITY OF GREENVILLE KIMLEY-HORN AND ASSOCIATES, INC.
1500 BEATTY STREET 3001 WESTON PARKWAY
GREENVILLE, NC 27834 CARY, NORTH CAROLINA 27513
[phone] TEL [phone] TEL
[phone] FAX
CONTACT: LISA KIRBY P.E.
CONTACT: DAN ROBINSON, P.E., CFM
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ENGINEER: E -SUE LEVEL B LOCATES)
W.K. DICKSON RIVERS AND ASSOCIATES, INC SO -DEEP
720 CORPORATE DRIVE 107 EAST SECOND STREET 4650 PARAGON PARK ROAD
RALEIGH, NC 27607 GREENVILLE, NC 27858 RALEIGH, NC 27616
[phone] TEL [phone] [phone] TEL
[phone] FAX [phone] FAX [phone] FAX
CONTACT: MARC T. HORSTMAN P.E. CFM CONTACT: PATRICK HARTMAN PLS CONTACT: LOUIS F. OSTENDORFF
SHEET NO.
DESCRIPTION
1
TITLE SHEET'
1-A
GENERAL NOTES AND LIST OF ROADWAY STANDARD DRAWINGS
1-B
CONVENTIONAL PLAN SHEET SYMBOLS
2 TO 2-13
TYPICAL SECTIONS, SIGNING AND PAVEMENT MARKING LEGEND
3 TO 3-E
DRAINAGE SUMMARY SHEETS
4 TO 17
STORM DRAIN PLAN AND PROFILE SHEETS
6A TO 14A
DEMOLITION PLAN AND PROFILE SHEETS
6B TO 14B
ROADWAY PLAN AND PROFILE SHEETS
BMP -1 TO BMP -13
BMP SHEETS AND DETAILS
TMP -1 TO TMP -27, SD -1
TRANSPORTATION MANAGEMENT AND CULVERT SEQUENCING PLANS
EC -1 TO EC -13
EROSION CONTROL PLANS AND DETAILS
PS -6 TO PS -12
PAVEMENT MARKING AND SIGNING PLANS
L-101 TO L-204
HARDSCAPE PLANS
L-301 TO L-401
LANDSCAPE PLANS AND DETAILS
S-1 TO S-11
STRUCTURE PLANS, DETAILS, AND STANDARD NOTES
SIG -1 TO SIG -10
SIGNAL PLANS
US -1 TO US -10
SANITARY SEWER RELOCATION PLANS
UW -1 TO UW -7
WATER MAIN RELOCATION PLANS
UD -1 TO UD -4
UTILITY DETAIL SHEETS
UO -1 TO UO -9
UTILITIES BY OTHERS PLANS
X-1 TO X-5
CULVERT CROSS SECTIONS
E (LEVEL A TET HOLES): GEOTECHNICAL:
TAYLOR WISEMAN &TAYLOR TERRACON CONSULTANTS, INC
3500 REGENCY PARKWAY, 314 BEACON DRIVE
SUITE 260 WINTERVILLE, NC 28590
CARY, NC 27518 [phone]
(91) 297-0085
CONTACT: CHAD HOWARD, PLS CONTACT: CARL F. BONNER, P.E.
DATE
FILE NUMBER
SHEET NUMBER
TOTAL SHEETS
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KHA PROJECT:
015682000
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,
DATE:
12-10-2015
AS AN INSTRUMENT OF SERVICE IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND
CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS
DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND
ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
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DATE
FILE NUMBER
SHEET NUMBER
TOTAL SHEETS
12-10-2015
1
187
COPYRIGHT 0 2015

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GRADE LINE:
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES
ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT
ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE
PLACED. WITH THE APPROVAL OF THE ENGINEER OR HIS REPRESENTATIVE, GRADE LINES MAY BE
ADJUSTED BY THE CONTRACTOR IN ORDER TO SECURE A PROPER TIE-IN.
CLEARING:
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
METHOD 11.
DRIVEWAYS:
DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. 848.03
AT LOCATIONS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER.
STREET TURNOUT:
STREET RETURNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 848.04 USING
THE RADII NOTED ON PLANS OR MATCH EXISTING.
TEMPORARY SHORING:
SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC NOT SHOWN ON THE PLANS
WILL BE PAID FOR AT THE CONTRACT PRICE FOR "TEMPORARY SHORING".
UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE (SEE SHEET UO -1 FOR UTILITY CONTRACT INFORMATION):
GUC ELECTRIC
GUC WATER RESOURCES
GUC GAS
CENTURYLINK
SUDDENLINK
MCNC
CITY OF GREENVILLE FIBER
EAST CAROLINA UNIVERSITY (ECU)
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT AS
SHOWN ON THE PLANS. UTILITY LOCATIONS AND SIZES OF EXISTING PUBLIC AND PRIVATE
UTILITIES SHOWN ON PLANS ARE FROM CITY AND UTILITY COMPANY RECORDS AND FIELD
SURVEYS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD LOCATING ALL UTILITIES
AND FOR DAMAGES RESULTING FROM FAILURE TO DO SO.
CONTRACTOR TO CONTACT ONE -CALL PRIOR TO ANY EXCAVATIONS. CONTRACTOR TO HOLD
PRE -CONSTRUCTION CONFERENCE WITH UTILITY COMPANIES PRIOR TO CONSTRUCTION.
STREETLIGHT INSTALLATION WILL NEED TO BE COORDINATED WITH GUC TO HAVE LIGHTS
INSTALLED PRIOR TO COMPLETION OF BRICK PAVERS.
CONTRACTOR WILL NEED TO COORDINATE WITH EAST CAROLINA UNIVERSITY (ECU) TO
DETERMINE EXACT LOCATION OF ECU LIGHT INSTALLATIONS/RELOCATIONS.
CURB RAMPS:
CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS.
CONSTRUCT ALL CURB RAMPS IN ACCORDANCE WITH STD 848.05 AND 848.06 UNLESS
OTHERWISE NOTED.
SIDE ROADS:
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT.
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS
INVOLVED.
SURVEY:
THE CONTRACTOR SHALL PROVIDE HIS METHODS OF STAKEOUT OF THE PROPOSED PROJECT
ELEMENTS INCLUDING HIS STEP-BY-STEP METHOD FOR CHECKING FOR SURVEY CONSISTENCY
TO THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO STAKEOUT.
THE CONTRACTOR SURVEYOR SHALL PERFORM AN INDEPENDENT INVESTIGATION TO CHECK
STRUCTURE STAKEOUT/LAYOUT AGAINST OFFICE PLANS AND HAVE AN INDEPENDENT
FIELD CHECK MADE BY A SEPARATE SURVEY CREW AT NO ADDITIONAL COST TO THE OWNER.
DEMO NOTES:
CONTRACTOR SHALL FIELD VERIFY LOCATION OF SAFETY FENCE AND SILT FENCE PRIOR
TO INSTALLATION.
CONTRACTOR SHALL FIELD VERIFY REMOVAL OF ANY PLANT MATERIAL.
ANY SITE FURNITURE AND SITE FEATURES INTENDED FOR RELOCATION SHALL BE
PROTECTED FROM DAMAGE DURING STORAGE, THEN RELOCATE AFTER CONSTRUCTION
IS COMPLETE.
CONTRACTOR SHALL CAREFULLY REMOVE EXISTING BRICK AND STOCKPILE ON SITE TO BE RELAID.
EXISTING WAYFINDING AND STREETLIGHTS TO BE STORED AND PROTECTED UNLESS OTHERWISE
NOTED. CONTACT ECU AND CITY OF GREENVILLE ENGINEERING DEPARTMENT FOR INSTRUCTIONS
ON STORAGE.'
CONTRACTOR SHALL SAWCUT ALL CONCRETE AND ASPHALT PAVING TO BE REMOVED. PROVIDE A
CLEAN EDGE, STRAIGHT LINE OR CONTINUOUS CURVE AS INDICATED.
TREES, SHRUBS, AND HEDGES
CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY PRIOR TO REMOVING ANY TREES. IN
ADDITION, ALL TREES LOCATED WITHIN THE LOD THAT ARE TO REMAIN AFTER CONSTRUCTION SHALL
BE INSPECTED BY THE CITY TO VERIFY THEY ARE SUITABLE TO REMAIN.
FOLLOWING CONSTRUCTION STAKING THE PROJECT TEAM (CONTRACTOR, CITY INSPECTOR, CITY
ABORIST AND CONSULTANT, IF APPLICABLE) WILL HOLD AN ON-SITE MEETING TO ENSURE THE LIMITS
OF DISTURBANCE AND THAT TREES PROPOSED FOR PROTECTION ARE CLEARLY IDENTIFIED. THE TEAM
WILL WALK THE PROJECT AREA AND AGREE ON THE TREES TO BE PROTECTED AND THOSE TO REMOVE,
DISCUSS PROPOSED CONSTRUCTION ACTIVITIES, AND IDENTIFY ANY ADDITIONAL TREES TO PROTECT
THAT WERE NOT ORGINALLY MARKED AS SUCH. THE CONTRACTOR WILL BE GIVEN APPROVAL FOR
TREE REMOVAL, IN WRITING, AFTER APPROPRIATE TREE PROTECTION HAS BEEN INSTALLED AND
BEFORE ANY CLEARING OR REMOVAL CAN BEGIN.
THE CONTRACTOR SHALL REMOVE TREES, SHRUBS AND HEDGES WITHIN THE LIMITS OF DISTURBANCE
UNLESS SHOWN ON THE PLANS TO BE PROTECTED AND THOSE THAT FALL WITHIN THE TREE PROTECTION
BARRIERS. THERE WILL BE NO ADDITIONAL PAYMENT FOR TREE PROTECTION INSTALLED AROUND
ADDITIONAL TREES IDENTIFIED FOR PROTECTION.
THE CONTRACTOR ASSUMES RESPONSIBLITY FOR "IN-KIND' REPLACMENT OF TREES DAMAGED THAT
HAVE BEEN MARKED FOR PROTECTION OR NOT MARKED FOR REMOVAL.
PROPOSED CURB ELEVATIONS
THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO
ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE. CURB AND GUTTER CALLED FOR AS
REMOVAL AND REPLACEMENT SHALL BE SET BACK TO EXISTING ELEVATIONS. SPOT GRADES FOR
NEW CURB AND GUTTER ARE LISTED IN THE PLANS. THE CONTRACTOR SHALL RETAIN EXISTING
PAVEMENT, UNLESS OTHERWISE NOTED.
ALL PROPOSED CATCH BASINS AND DOUBLE CATCH BASINS WILL REQUIRE A 5 FOOT CURB
TRANSITION ON EACH SIDE PER COG STD 411.03.
SUBSURFACE PLANS
A SUBSURFACE INVESTIGATION WAS PERFORMED BY TERRACON CONSULTANTS, INC ON
MARCH 18, 2015. A COPY OF THE GEOTECHNICAL REPORT IS INCLUDED IN THE PROJECT MANUAL.
IN ADDITION, THE CONTRACTOR SHALL MAKE HIS/HER OWN INVESTIGATION AS TO THE
SUBSURFACE CONDITIONS. THE CITY IS NOT RESPONSIBLE FOR SUBSTRUCTURE CONDITIONS
ENCOUNTERED BETWEEN BORING LOCATIONS.
PIPE VIDEO:
THE CONTRACTOR SHALL REVIEW THE CULVERT VIDEO PRIOR TO CONSTRUCTION TO FULLY
UNDERSTAND THE EXTENT OF EXISTING CONDITIONS AND PIPE PENETRATIONS. REFER TO
PROJECT MANUAL FOR ADDITIONAL DETAILS AND STRUCTURAL CULVERT CONDITION
ASSESSMENT.
LIMITS OF DISTURBANCE (LOD):
THE LIMITS OF DISTURBANCE (LOD) SHOWN ON PLANS IS INTENDED TO BE A GUIDE TO
REPRESENT THE MAXIMUM AREA OF DISTURBANCE DUE TO CONSTRUCTION ACTIVITIES.
REPLACMENT OF ALL ITEMS INSIDE THE LOD MAY NOT BE REQUIRED AS SHOWN ON PLANS
IF CONTRACTOR DOES NOT DISTURB, REMOVE OR DAMAGE THEM AS PART OF
CONSTRUCTION.
REFER TO BMP SHEETS FOR CONSTRUCTION SEQUENCING.
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY
DESIGN BRANCH - N. C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N. C., DATED JANUARY, 2012
ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF
THESE PLANS:
STD.NO. TITLE
200.02 METHOD OF CLEARING - METHOD II
225.02 GUIDE FOR GRADING SUBGRADE -SECONDARY AND LOCAL
300.01 METHOD OF PIPE INSTALLATION
654.01 PAVEMENT REPAIRS
838.28 REINFORCED CONCRETE ENDWALL -FOR DOUBLE AND TRIPLE 60" PIPES 90 SKEW
838.45 NOTES FOR REINFORCED CONCRETE ENDWALLS - STD. DWG 838.21 THRU 838.40
838.80 PRECAST CONCRETE ENDWALL - FOR SINGLE 12" THRU 72" PIPE 90 SKEW
840.00 CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
840.14 CONCRETE DROP INLET - 12" THRU 30" PIPE
840.15 BRICK DROP INLET -12" THRU 30" PIPE
840.16 DROP INLET FRAME AND GRATES - FOR USE WITH STD. DWG 840.14 AND 840.15
840.25 ANCHORAGE FOR FRAMES
840.34 TRAFFIC BEARING JUNCTION BOX - FOR USE WITH PIPES 42" AND UNDER
840.66 DRAINAGE STRUCTURE STEPS
840.71 CONCRETE AND BRICK PIPE PLUG
840.72 PIPE COLLAR
846.01 CONCRETE CURB, GUTTER AND CURB & GUTTER
848.01 CONCRETE SIDEWALK
848.03 DRIVEWAY TURNOUT- DROP CURB TYPE
848.04 STREET TURNOUT
848.05 CURB RAMP - PROPOSED CURB & GUTTER
848.06 CURB RAMP - EXISTING CURB & GUTTER
852.01 MEDIAN CONSTRUCTION WITH CURB & GUTTER
866.01 CHAIN LINK FENCE - 4', 5' AND 6' HIGH FENCE
852.10 CONCRETE ISLAND COVER
876.01 RIP RAP IN CHANNELS
876.02 GUIDE FOR RIP RAP AT PIPE OUTLETS
904.10 ORIENTATION OF GROUND MOUNTED SIGNS
904.50 MOUNTING OF TYPE 'D', 'E' AND 'F SIGNS ON 'U' CHANNEL POSTS
1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
1205.02 PAVEMENT MARKINGS - DIVIDED AND UNDIVIDED ROADWAYS
1205.04 PAVEMENT MARKINGS - INTERSECTIONS
1205.05 PAVEMENT MARKINGS - TURN LANES
1205.06 PAVEMENT MARKINGS - LANE DROPS
1205.07 PAVEMENT MARKINGS - PEDESTRIAN CROSSWALKS
1205.08 PAVEMENT MARKINGS- SYMBOLS AND WORD MESSAGES
THE FOLLOWING STANDARDS AS APPEAR IN THE LATEST "MANUAL OF STANDARD DESIGN AND DETAILS",
ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF
THESE PLANS:
STD.NO. TITLE
411.01 STANDARD CURB & GUTTER
411.03 STANDARD CATCH BASIN FRAME 2'-0" IN CURB AND GUTTER
411.05 CONCRETE VALLEY GUTTER
413.01 STANDARD CROSSWALK AND CURB RAMP NOTES
413.02 STANDARD DETAIL CURB RAMP PLACEMENT
413.03 STANDARD DETAIL CURB RAMP
414.01 STREET NAME SIGN - 9" SIGN HEIGHT
415.01 DUMPSTER PAD DETAIL
430.01 MINIMUM PARKING STANDARDS
430.02 MINIMUM PARKING STANDARDS
610.01 STANDARD CATCH BASIN AND MANHOLE NOTES
610.02 STANDARD BRICK CATCH BASIN (15" THRU 54" PIPE)
610.03 STANDARD BRICK DOUBLE CATCH BASIN (15" THRU 24" PIPE)
613.01 BRICK JUNCTION BOX WITH MANHOLE
614.01 STANDARD CATCH BASIN ASSEMBLY FRAME, HOOD & GRATE
614.03 STANDARD MANHOLE FRAME & COVER
615.01 STANDARD STEPS
PLANS PREPARED BY:
Kimley»>Hor
PO BOX33068
RALEIGH, NC 27636-3068
PHONE: [phone]
FAX: [phone]
NC LICENSE "F-0102
©2015
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NO. LICENSE NO. F-0374
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Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
s.... �.. o �
County Line
Township Line
--- ----
-- --
City Line
Reservation Line
- -
-
Property Line
MnFPOSr 35
Existing Iron Pin
O
Property Corner
—
Property Monument
0
Parcel/Sequence Number
X23
Existing Fence Line
—x -X—X-
Proposed Woven Wire Fence
Baseline Control Point
Proposed Chain Link Fence
Existing Right of Way Marker
Proposed Barbed Wire Fence
-0\/
Existing Wetland Boundary
-
Proposed Wetland Boundary
—WL13
Existing Endangered Animal Boundary
�B
Existing Endangered Plant Boundary
�s
Existing Historic Property Boundary
HPB
Known Contamination Area: Soil
- ❖ ❖
Potential Contamination Area: Soil
- -- 3C
Known Contamination Area: Water
-X--X
Potential Contamination Area: Water
-
Contaminated Site: Known or Potential
•�•
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
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Sign
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Well
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Small Mine
PDE
Foundation
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Area Outline
PUE
Cemetery
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Building—1
AUE
Schoolt
Church
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HYDROLOGY.•
Stream or Body of Water
- -
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Jurisdictional Stream
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Buffer Zone 1_BZ
Buffer Zone 2_BZ
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Flow Arrow
-
Disappearing Stream
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Wetland
Proposed Lateral, Tail, Head Ditch
E-- F"
False Sump
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Standard Gauge
Iron Pin and Cap Marker
0
CSX TRANSPORTATION
RR Signal Milepost
MnFPOSr 35
Switch
0
—
SWITCH
RR Abandoned
-i- -i- -*- -�-
RR Dismantled
Proposed Curb Ramp
--------
RIGHT OF WAY.-
T T T
Baseline Control Point
Proposed Guardrail
Existing Right of Way Marker
A
Existing Right of Way Line
-
Proposed Right of Way Line
Proposed Cable Guiderail
Proposed Right of Way Line with
Power Line Tower
Iron Pin and Cap Marker
46
Proposed Right of Way Line with
Power Transformer
Concrete or Granite RNV Marker
- - - —TC— - - -
Proposed Control of Access Line with
U/G Power Cable Hand
Concrete C/A Marker
{;
Existing Control of Access
TC
Hedge
B (S.U.E.*)
Proposed Control of Access
(S.U.E.*)
Existing Easement Line
E
Proposed Temporary Construction Easement -
E
Proposed Temporary Drainage Easement
TDE
Proposed Permanent Drainage Easement
PDE
asement
Proposed Permanent Drainage /Utility Easement—DUE-
DUEProposed
ProposedPermanent Utility Easement
PUE
Proposed Temporary Utility Easement
TUE
Proposed Aerial Utility Easement
AUE
Proposed Permanent Easement with
Iron Pin and Cap Marker
0
ROADS AND REMTEID
FEA1URES,
Existing Edge of Pavement
—
Existing Curb
—
Proposed Slope Stakes Cut
- - - C - - -
Proposed Slope Stakes Fill
- - - F - - -
Proposed Curb Ramp
cR
Existing Metal Guardrail
T T T
LOS
Proposed Guardrail
T T T T
-V-
Existing Cable Guiderail
n
U/G Telephone Cable LOS B
Proposed Cable Guiderail
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Power Line Tower
Level A Test Holes Symbol
46
Pavement Removal
Power Transformer
B (S.U.E.*)
- - - —TC— - - -
VEGETATION:
U/G Power Cable Hand
Single Tree
{;
Single Shrub
TC
Hedge
B (S.U.E.*)
Woods Line
(S.U.E.*)
Orchard
U/G Power Line LOS C
Vineyard
- —P— -
U/G Power Line LOS D
Vineyard
SHEET SYMBOLS
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
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CONC HW
Footbridge >--- -----C
Drainage Box: Catch Basin, DI or JB ❑CB
Paved Ditch Gutter
Storm Sewer Manhole O
Storm Sewer S
UTILITIES:
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Proposed Telephone Pole
TV
Existing Power Pole
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Telephone Manhole
Proposed Power Pole
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Tower
Existing Joint Use Pole
- - - -G- - - -
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Proposed Joint Use Pole
U/G
-V-
Hole
Power Manhole
U/G Telephone Cable LOS B
(S.U.E.*)
- - - -T- - - -
Power Line Tower
- -T- -
U/G Telephone Cable LOS D (S.U.E.*)
T
Power Transformer
B (S.U.E.*)
- - - —TC— - - -
U/G Telephone Conduit LOS
U/G Power Cable Hand
Hole
U/G Telephone Conduit LOS
H -Frame Pale
TC
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B (S.U.E.*)
U/G Power Line LOS B
(S.U.E.*)
- - - —P— - - -
U/G Power Line LOS C
(S.U.E.*)
- —P— -
U/G Power Line LOS D
(S.U.E.*)
P
TELEPHONE:
Existing Telephone Pole
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Tower
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LOS
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U/G
U/G Telephone Cable Hand
Hole
"H
U/G Telephone Cable LOS B
(S.U.E.*)
- - - -T- - - -
U/G Telephone Cable LOS C (S.U.E.*)
- -T- -
U/G Telephone Cable LOS D (S.U.E.*)
T
L.I/G Telephone Conduit LOS
B (S.U.E.*)
- - - —TC— - - -
U/G Telephone Conduit LOS
C (S.U.E.*)
- —TC— -
U/G Telephone Conduit LOS
D (S.U.E.*)
TC
La/G Fiber Optics Cable LOS
B (S.U.E.*)
- - - -T FO- - -
U/G Fiber Optics Cable LOS
C (S.U.E.*)
__-T FO- -
U/G Fiber Optics Cable LOS
D (S.U.E.*)
T FO
WATER:
Fiber Optic Cable
LOS
Water Manhole O
Water Meter o
Water Valve
Water Hydrant .0
U/G Water Line LOS B (S.U.E*) - - - -w- - - -
U/G Water Line LOS C (S.U.E*) - -w- -
U/G Water Line LOS D (S.U.E*) w
Above Ground Water Line A/G Water
TV:
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U/G Gas Line
LOS
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U/G
TV Cable Hand Hole
LOS
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U/G
TV Cable LOS B
(S.U.E.*)
- - - —TV— - - -
U/G
TV Cable LOS C
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U/G
TV Cable LOS D
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U/G
Fiber Optic Cable
LOS
B (S.U.E.*)
- — — —TV FO— — —
U/G
Fiber Optic Cable
LOS
C (S.U.E.*)
— —TV FO—
U/G
Fiber Optic Cable
LOS
D (S.U.E.*)
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U/G Gas Line
LOS
C (S.U.E.*)
- -G- - —
LPG Gas Line
LOS
D (S.U.E.*)
G
Above Ground
Gas
Line
A/G Gas
SANITARY SEWER:
Sanitary Sewer Manhole O
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line SS
Above Ground Sanitary Sewer A/C Sanitary Sewer
SS Forced Main Line LOS B (S.U.E.*) - - - -FSS- - - -
SS Forced Main Line LOS C (S.U.E.*) - -FSS- - —
SS Forced Main Line LOS D (S.U.E.*) FSS
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS B (S.U.E.*)
WG Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A (S.U.E.*)
Abandoned According to Utility Records
End of Information
Proposed Mast Arm Light
Proposed Street Light
Remove
Mill and Overlay Asphalt Pavement
Remove and Replace Existing Concrete/Brick
Proposed Brick Hardscape
Proposed Scored Concrete Sidewalk
Remove and Replace Curb and Gutter
Remove Item
Vegetation Removal
Light Pole Impacted
Sign Impacted
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PO BOX 33068
RALEIGH, NC 27636-3068
PHONE: [phone]
FAX: [phone]
NC LICENSE #F-0102
©2015
WD CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F -W74
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SELECT MATERIAL FOR PIPE
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UNE FOR THIS PROJECT IN LIEU
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PO BOX 33068
RALEIGH, NC 27636-3068'
PHONE: [phone]'
PROPOSED APPROX 3' ASPHALT CONCRETE SURFACE COURSE TYPE S9.5Cr AT NCXLICENSE #F-0102 0
AN AVERAGE RATE OF 168 LBS PER SO. YD. IN EACH OF TWO LAYERS ©2015
PROPOSED APPROX Z ASPHALT CONCRETE SURFACE COURSE TYPE S9.5C.AT WK
AN AVERAGE RATE OF 228 LBS. PER SO. YD. 11DICKSON
community infrastructure consultants
Transportation + Water Resources
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S95C. AT urban Development + Geornatics
AN AVERAGE RATE. OF Il2 LBS. PER SO. YD. PER P DEPTH. TO BE PLACED 720 Corporate Drive
IN LAYERS NOT TO EXCEED 2' IN DEPTH Raleigh, 27607
(v) 919.782.0495
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FILTER FABRIC PROPOSED APPROX.,? ASPHALT CONCRETE INTERMEDIATE COURSE TYPE 119.0C.
WRAPPED AROUND DI AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. NO. UCENSE NO. F0374
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PHYSICAL CONSTRAINTS THE SIDEWALK OUTSIDE THE LIMITS OF DRAINAGE STRUCTURES 094ae4"110100
8' AGGREGATE BASE COURSE @®0 C R o�®1®�®®
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(—STR STA 16+04.31) AND HW 6-2
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SHOULDER DRAIN l 2' WORKING ROOM (MIN)
ffi TRENCH BOX SHOWN ON TYPICAL SECTIONS AND CROSS SECTIONS IS FOR ILLUSTRATION
SEE DETAIL I GRADE TO THIS LINE ac Z
PURPOSES ONLY.
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057 STONE SHOULD BE USED AS �- 25' TRENCtI SHORING CONFIGURATION WILL VARY DEPENDING
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UNE FOR THIS PROJECT IN LIEU
OF MATERIAL NOTED IN STANDARD
DRAWING TYPICAL SECTION NO. 2
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WIDTH VARIES) (TYP) 72' RCP 72° RCP FOR ON P S
SELECT MATERIAL OD=86' 00=86' 2' WORKING ROOM (MIN)
$38°
ADDITIONAL TRENCH $ SHORING CONFIGURATION
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10' TRENCH BOX
r(TYP)
UTILIZE NCDOT STD 300.01 FOR
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*57 STONE SHOULD BE USED AS
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BEDDING AND FOUNDATION
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LINE FOR THIS PROJECT IN LIEU
OF MATERIAL NOTED IN STANDARD
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WITH NARROWER TRENCH WIDTH AS NEEDED
TYPICAL SECTION NO. 3 SOME PIPE INSTALLATION WITHIN THIS STATION
RANGE WILL BE IN NATURAL (GRASS) AREA AND
—CUL2 — STA 40+60.95 TO STA 4J+12.94 WILL NOT REQUIRE ROADWAY REPLACEMNT
— EST 5- 11 +07.51 TO 11+90.J7 SEE PLANS FOR LOCATIONS
THE EXISTING MEDIAN FROM APPROXIMATE
STATION 22+60 TO 25+70 READS- TO BE
TEMPORARILY REMOVED AND REPLACED
WITH TEMPORARY ASPHALT. RESTORE
MEDIAN TO ORIGINAL CONDITION AS
DETAILED IN THE TRAFFIC CONTROL PLAYS.

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PHONE: [phone]
FAX: [phone]
NC LICENSE #F-0102
©2015
DVDWICKSON
community Infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
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©2015
DVDWICKSON
community Infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
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KalmlepMorn
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RALEIGH, NC 27636-3068
PHONE [phone]
FAX- [phone]
NC LICENSE #F-0102
@2014
Vw
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geornatics
720 Corporate Center Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
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11 - "­ -...,- / '4 ,5� / __- _­` -­ ___ / - -11 / / - --,' 'IV- X,'�, � " ;;- , IN, � I 11 11 _� 1 , CONTRACTOR TO ADD COG 614.03 MANHOLE RING AND �_ ,% 'O.- ­ft� W I...
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D WK
DICKSON
community infrastructure consultants
2 Transportation + Water Resources
Urban Development + Geornatics,
720 Corporate Center Drive
Raleigh, NC 27607
(v) 919.782.0495
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GREENVILLE, NC 27834
CARY, NORTH CAROLINA 27513
RALEIGH, NC 27607
GREENVILLE, NC 27858
RALEIGH, NC 27616
WINTERVILLE, NC 28590
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AND, GRATE)
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VOLUME CALCULATIONS
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µ EDUCATIONAL SIG ® ; " SEE SHEET BMP -3
SEE SHEET BMP -2 \ \CONSTRUCTED WETLAND jj . E1'.
,� , FOR DETAILS I
FOR DETAILS /
TABLE 1. ENDWALL DIMENSIONS NCDOT 838.80
FT
MINIMUM
H1
H2
D
W1
W2
PIPE DIA.
BAR SIZE
FT.
FT.
FT.
FT,
FT.
1.50
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2.00
4.25
2.50
3.75
6.75
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PHOTOGRAPHS DURING THE SHOP
DRAWING REVIEW PROCESS.
INSEFIT PHOTOS HERE
FOOTINGS SHALL BE 3.0' DEEP W/ 1.5'
DIAMETER, 3000 PSI CONCRETE
1=1 11--L 1511 M I I IIIE
ok
SHALLOW WATER ZONE 34" DEEP
111=1 I MI 11.=1I11=1 I 1=11
T ­
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EDUCATIONAL SIGN
NOT TO SCALE
SITE AMENITIES NOTES -
7
1. ALL PROPOSED GRADE WITHIN THE SHALLOW LAND AND SHALLOW WATER SECTIONS SHALL HAVE 6 -INCHES OF TOPSOIL APPLIED. SEE "WETLAND
GRADING" SPECIAL PROVISION FOR FURTHER DETAILS.
2. ALL SITE AMENITIES TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS OR AS APPROVED BY ENGINEER.
3, ALL SITE AMENITIES SHALL BE MAKE AND MODEL SHOWN OR APPROVED EQUAL BY ENGINEER. CITED EXAMPLES ARE USED ONLY TO DENOTE THE
QUALITY STANDARD OF PRODUCT DESIRED AND THEY DO NOT RESTRICT THE BIDDER TO A SPECIFIC BRAND, MAKE, OR MANUFACTURER OR SPECIFIC
NAME. THEY ARE USED ONLY TO SET FORTH AND CONVEY TO BIDDERS THE GENERAL STYLE, TYPE, CHARACTER AND QUALITY OF PRODUCT DESIRED.
EQUIVALENT PRODUCTS WILL BE ACCEPTABLE.
REMOVE
TREE
CONSTRUCTION NOTES.
1. INSTALL EROSION CONTROL MEASURES AND TREE PROTECTION AS SHOWN ON PLAN. THE CONTRACTOR MAY MODIFY OR RELOCATE EROSION CONTROL 'x.
MEASURES TO MAKE ADJUSTMENTS FOR UNFORESEEN FIELD CONDITIONS. ALL RELOCATION SHALL HAVE THE APPROVAL OF THE ENGINEER.
2. CLEAR AND GRUB AREA OF ALL TRASH AND EXOTIC/INVASIVE VEGETATION.
3. APPROXIMATE STOCKPILE AREAS MAY BE RELOCATED OR ADJUSTED WITH THE APPROVAL OF THE ENGINEER.
4, PRIOR TO ROUGH CHANNEL GRADING, HARVEST AND STOCKPILE THE TOP 6 INCHES OF TOPSOIL.
5. WHEN GRADING PER DETAILS, OVER EXCAVATE BY 6 INCHES TO ALLOW FOR THE APPLICATION OF STOCKPILED TOPSOIL. \ \ \
6. STABILIZE GRADED CHANNEL WITH 3 INCHES OF DOUBLE SHREDDED HARDWOOD MULCH AT THE END OF THE DAY. q0
7. CONTRACTOR SHALL SUPPLY AS -BUILT OF FINAL GRADING AND HAVE APPROVAL OF THE ENGINEER PRIOR TO INITIATING PLANTING PLAN, of
8. INSTALL EROSION CONTROL MAT PER MANUFACTURER'S INSTRUCTION.
9. INSTALL PLANTS AS DESCRIBED IN PLANTING NOTES ON THIS SHEET.
10. DURING GRADING AND PLANTING, THE DRAWDOWN VALVE SHALL BE KEPT OPEN. THE DRAWDOWN VALVE SHALL BE CLOSED ONCE THE WETLAND VEGETATION
PLANTINGS HAVE BEEN ESTABLISHED WHICH TAKES ABOUT 2 TO 3 MONTHS. THE DRAWDOWN VALVE CLOSURE SHALL NOT OCCUR UNTIL WRITTEN APPROVAL
OF THE ENGINEER, 10
00�
PLANTING EQ -TES.
ALL PLANTING AREAS
EROSION CONTROL MATTING SHALL NOT BE CUT WITH PLANTING IMPLEMENTS. THE SMALLEST OPENING NECESSARY TO ACCOMMODATE EACH PLANT SHALL BE
CUT INTO THE FABRIC USING A SHARP KNIFE OR SHEARS. INCLUDE A MINIMUM OF 10 DIFFERENT SPECIES TOTAL (EXCEPT IN THE UPLANDS), OF WHICH AT
LEAST 5 ARE EMERGENT (EXCLUDES DEEP POOLS), WITH NO MORE THAN 30% OF A SINGLE SPECIES. 00�
PLANT DEEP POOLS
CONTRACTOR SHALL SHALL PICK 50% FLOATING AND 50% SUBMERGED PLANTS FROM THE DEEP POOLS LIST ABOVE.
PLANT SHALLOW WATER ZONE
MINIMUM PLANT QUANTITIES AND SIZES PER 200 SQ FT OF AREA. 50 HERBACEOUS PLANTS OF AT LEAST 4 CU IN CONTAINER (EQUIVALENT TO 2 FT ON
CENTER MINIMUM; 1.5 FT ON CENTER RECOMMENDED). 00%
PLAN! SHALLOW LAND ZONE
MINIMUM PLANT QUANTITIES AND PLANT SIZES PER 200 SQ FT OF AREA. 50 HERBACEOUS PLANTS OF AT LEAST 4 CU IN CONTAINER OR 8 SHRUBS OF AT
LEAST 1 GALLON CONTAINER (EQUIVALENT TO 5 FT ON CENTER MINIMUM; 3 FT ON CENTER RECOMMENDED) AND 40 GRASS -LIKE HERBACEOUS PLANTS OF AT
LEAST 4 CU IN CONTAINER.
PLANT UPLAND ZONE
CONTRACTOR SHALL PLANT CENTIPEDE GRASS OR PERMANENT SEED MIX TO STABILIZE GRADED AREAS, CONTAINER TREES QUERCUS NIGRA (WATER OAK) OR
QUERCUS PHELLOS (WILLOW OAK) TO REPLACE REMOVED TREES AS SHOWN IN PLANS.
-E-7---
EDUCATIONAL SIGN SEE
'DETAIL 1/BMP-2
WETLAND PLANTINGS - DEEP POOLS WETLAND PLANTINGS — SHALLOW WATER
Scientific Name
3 6
Floating Aquatic Plants
Lemna spp.
Duckweed
Nelumbo lutea
MOUNT 3/4- PLYWOOD TO WOOD POSTS
Nuphar lutea spp. polysepala
Rocky Mountain Pond -lily
Nuphar lutea spp. advena
Yellow Pond -lily
Submerged Aquatic Plants
Eleocharis acicularis
Needle spikerush
WITH ALUMINUM "U" CHANNEL BRACKET,
Squarestern spikerush
Elodea candensis
Canadian waterweed
Elodea nuttaffii
Western waterweed
Schoenoplectus americanus
TYPICAL BOTH ENDS
Scirpus cypert . nus -1wooigrass
Red Chokeberry
Clethra alnifolia
6"X6" PRESSURE TREATED
LEGEND
Silky dogwood
Cyrilla racemiflora
TiTi
Gordonia lasianthus
Loblolly Bay
Ilex decidual
WOOD POST
Ilex glabra
Inkberry
Itea virginica
Virginia Sweetspire
Rosa plaustris
Swamp Rose
Vaccinium crassifolium
Creeping Blueberry
Viburnum nudum var. nudum
Possumhaw
CONCRETE CURB & GUTTER
City Park Constructed sbarrawaterwafted
Wetlands haveagreat purpose In presimangthe
TWO SHEETS OF SINGLE SIDED "HDU
qualitydoQrwaterways. Full of plants, animals,
ASPHALT PAVEMENT
insects, and a hog oftiocul sell bacteria, these
facilites am natural flIter, and water deaners.
BOARD ON TOP OF SINGLE SHEET Y4-
ThMamlity takes the stentuvater mnoff from
lo" it to flow ugha
thoparkinglotand allows It to flow through a
EXTERIOR PLYWOOD - PLYWOOD TO
series of deep arul shallow ooN, Slowing d—
the water before it reaches the Tar River helps
EXTEND 1.5" BEYOND HDU BOARD.
RIP RAP
CO
prenmerosion and sediment from entering the
river in large quantities. Also, while the water Is
-
0
I
In the wetland, vario—hemical, Physical, and
biological p plamtonaturallydeaut
let =.`ffttake­ad is.6o
CONTRACTOR SHALL COORDINATE
parking victland
a time, place to see various plants and animals In
thch..tural-virournent
WITH THE ENGINEER FOR SIGN
PHOTOGRAPHS DURING THE SHOP
DRAWING REVIEW PROCESS.
INSEFIT PHOTOS HERE
FOOTINGS SHALL BE 3.0' DEEP W/ 1.5'
DIAMETER, 3000 PSI CONCRETE
1=1 11--L 1511 M I I IIIE
ok
SHALLOW WATER ZONE 34" DEEP
111=1 I MI 11.=1I11=1 I 1=11
T ­
\X
EDUCATIONAL SIGN
NOT TO SCALE
SITE AMENITIES NOTES -
7
1. ALL PROPOSED GRADE WITHIN THE SHALLOW LAND AND SHALLOW WATER SECTIONS SHALL HAVE 6 -INCHES OF TOPSOIL APPLIED. SEE "WETLAND
GRADING" SPECIAL PROVISION FOR FURTHER DETAILS.
2. ALL SITE AMENITIES TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS OR AS APPROVED BY ENGINEER.
3, ALL SITE AMENITIES SHALL BE MAKE AND MODEL SHOWN OR APPROVED EQUAL BY ENGINEER. CITED EXAMPLES ARE USED ONLY TO DENOTE THE
QUALITY STANDARD OF PRODUCT DESIRED AND THEY DO NOT RESTRICT THE BIDDER TO A SPECIFIC BRAND, MAKE, OR MANUFACTURER OR SPECIFIC
NAME. THEY ARE USED ONLY TO SET FORTH AND CONVEY TO BIDDERS THE GENERAL STYLE, TYPE, CHARACTER AND QUALITY OF PRODUCT DESIRED.
EQUIVALENT PRODUCTS WILL BE ACCEPTABLE.
REMOVE
TREE
CONSTRUCTION NOTES.
1. INSTALL EROSION CONTROL MEASURES AND TREE PROTECTION AS SHOWN ON PLAN. THE CONTRACTOR MAY MODIFY OR RELOCATE EROSION CONTROL 'x.
MEASURES TO MAKE ADJUSTMENTS FOR UNFORESEEN FIELD CONDITIONS. ALL RELOCATION SHALL HAVE THE APPROVAL OF THE ENGINEER.
2. CLEAR AND GRUB AREA OF ALL TRASH AND EXOTIC/INVASIVE VEGETATION.
3. APPROXIMATE STOCKPILE AREAS MAY BE RELOCATED OR ADJUSTED WITH THE APPROVAL OF THE ENGINEER.
4, PRIOR TO ROUGH CHANNEL GRADING, HARVEST AND STOCKPILE THE TOP 6 INCHES OF TOPSOIL.
5. WHEN GRADING PER DETAILS, OVER EXCAVATE BY 6 INCHES TO ALLOW FOR THE APPLICATION OF STOCKPILED TOPSOIL. \ \ \
6. STABILIZE GRADED CHANNEL WITH 3 INCHES OF DOUBLE SHREDDED HARDWOOD MULCH AT THE END OF THE DAY. q0
7. CONTRACTOR SHALL SUPPLY AS -BUILT OF FINAL GRADING AND HAVE APPROVAL OF THE ENGINEER PRIOR TO INITIATING PLANTING PLAN, of
8. INSTALL EROSION CONTROL MAT PER MANUFACTURER'S INSTRUCTION.
9. INSTALL PLANTS AS DESCRIBED IN PLANTING NOTES ON THIS SHEET.
10. DURING GRADING AND PLANTING, THE DRAWDOWN VALVE SHALL BE KEPT OPEN. THE DRAWDOWN VALVE SHALL BE CLOSED ONCE THE WETLAND VEGETATION
PLANTINGS HAVE BEEN ESTABLISHED WHICH TAKES ABOUT 2 TO 3 MONTHS. THE DRAWDOWN VALVE CLOSURE SHALL NOT OCCUR UNTIL WRITTEN APPROVAL
OF THE ENGINEER, 10
00�
PLANTING EQ -TES.
ALL PLANTING AREAS
EROSION CONTROL MATTING SHALL NOT BE CUT WITH PLANTING IMPLEMENTS. THE SMALLEST OPENING NECESSARY TO ACCOMMODATE EACH PLANT SHALL BE
CUT INTO THE FABRIC USING A SHARP KNIFE OR SHEARS. INCLUDE A MINIMUM OF 10 DIFFERENT SPECIES TOTAL (EXCEPT IN THE UPLANDS), OF WHICH AT
LEAST 5 ARE EMERGENT (EXCLUDES DEEP POOLS), WITH NO MORE THAN 30% OF A SINGLE SPECIES. 00�
PLANT DEEP POOLS
CONTRACTOR SHALL SHALL PICK 50% FLOATING AND 50% SUBMERGED PLANTS FROM THE DEEP POOLS LIST ABOVE.
PLANT SHALLOW WATER ZONE
MINIMUM PLANT QUANTITIES AND SIZES PER 200 SQ FT OF AREA. 50 HERBACEOUS PLANTS OF AT LEAST 4 CU IN CONTAINER (EQUIVALENT TO 2 FT ON
CENTER MINIMUM; 1.5 FT ON CENTER RECOMMENDED). 00%
PLAN! SHALLOW LAND ZONE
MINIMUM PLANT QUANTITIES AND PLANT SIZES PER 200 SQ FT OF AREA. 50 HERBACEOUS PLANTS OF AT LEAST 4 CU IN CONTAINER OR 8 SHRUBS OF AT
LEAST 1 GALLON CONTAINER (EQUIVALENT TO 5 FT ON CENTER MINIMUM; 3 FT ON CENTER RECOMMENDED) AND 40 GRASS -LIKE HERBACEOUS PLANTS OF AT
LEAST 4 CU IN CONTAINER.
PLANT UPLAND ZONE
CONTRACTOR SHALL PLANT CENTIPEDE GRASS OR PERMANENT SEED MIX TO STABILIZE GRADED AREAS, CONTAINER TREES QUERCUS NIGRA (WATER OAK) OR
QUERCUS PHELLOS (WILLOW OAK) TO REPLACE REMOVED TREES AS SHOWN IN PLANS.
-E-7---
EDUCATIONAL SIGN SEE
'DETAIL 1/BMP-2
WETLAND PLANTINGS - DEEP POOLS WETLAND PLANTINGS — SHALLOW WATER
Scientific Name
I Name
Floating Aquatic Plants
Lemna spp.
Duckweed
Nelumbo lutea
American lotus
Nuphar lutea spp. polysepala
Rocky Mountain Pond -lily
Nuphar lutea spp. advena
Yellow Pond -lily
Submerged Aquatic Plants
Eleocharis acicularis
Needle spikerush
Eleocharis quadrangulata
Squarestern spikerush
Elodea candensis
Canadian waterweed
Elodea nuttaffii
Western waterweed
Scientific Name
Common Name
Iris virginica
Blue flag iris
Juncus effusus var. pylaei or
solutus
Soft rush
Ludwigia altemifolia
Bushy seedbox
Peltandra virginica
Arrow arum
Pontedefia cordata
Pickerelweed
Sagittaria latifolia
Duck Potato
Sagittaria lancifolia
BuIltongue
Saururus cemuus
Lizard's tail
Schoenoplectus tabemaemontani
Soft stem bulrush
Schoenoplectus americanus
Three -square bulrush
Scirpus cypert . nus -1wooigrass
Red Chokeberry
Scientific Name lCommon Name
Herbaceous Plants
Asclepias incamata
Swamp Milkweed
Carex tenera
Quill sedge
Chelone glabra
White Turtlehead
Eupatoriadelphus dubius
Dwarf Joe Pye Weed
Eupatoriadelphus fistulosus
Joe Pye Weed
Hibiscus coccineus
Scarlet rose mallow
Hibiscus laevis
Halberdleaf rosemallow
Lobelia cardinalis
Cardinal flower
Lobelia elongata
[Longleaf lobelia
Shrubs
Aronia arbutifolia
Red Chokeberry
Clethra alnifolia
Sweet pepperbush
Comusamomum
Silky dogwood
Cyrilla racemiflora
TiTi
Gordonia lasianthus
Loblolly Bay
Ilex decidual
Possumhaw
Ilex glabra
Inkberry
Itea virginica
Virginia Sweetspire
Rosa plaustris
Swamp Rose
Vaccinium crassifolium
Creeping Blueberry
Viburnum nudum var. nudum
Possumhaw
KimlepMorn
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PO BOX 33068
RALEIGH, NO 27636-3068
PHONE- [phone]
FAX -9'9 677-2050
NO LICENSE #F-0102
@2014
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D'DI&SON
community infrastructure consultants
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Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
Raleigh, NC 27607
4,w 4 f (v) 919.782.0495
f/ (f) 919.782.9672
www.wkdickson.com
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1.0
CLEANOUT CAP WITH 1" DIAMETER --- \\L
INVERT HOLE DRILLED INTO CAP
1.0
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0
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PO .BOX 33068
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community' infrastructure consultants
Transportation + Water Resources
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Urban Development + Geomatics
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720 Corporate Center Drive
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Raleigh, NC 27607
(v) 919.782.0495
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DETAIL THIS SHEET
CONCRETE / THIS STRUCTURE SUBJECT TO
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2 - WETLAND RISER STRUCTURE SECTIO A -A`
BMP -3 SCALE 1" = 1'
BMP -3 SCALE 1 = 1'
TES:
1. USE NCDOT 840.54 FOR MANHOLE FRAME AND COVER.
DIMENSION
DIMENSION VALUE
WETLAND (SHEET 4A) '
A
8.00' MSL
B
3 feet 8 inches
C
8 inches
D
9 inches
E
5 feet 0 inches "
F: Weir Wail (1)
12.50' MSL
G: Overflow (3)
13.00' MSL
H
12 inches
I
6 inches
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8 DRAWDOWN AS / 1. THE ALIGNMENT OF ALL PIPES TIED IN TO THE MAIN RCP RCBC IS
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12/10/201
2. PROVIDE 6" MINIMUM CLEARANCE BETWEEN MAIN LINE JOINTS AND
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WETLAND RISER STIR. PLAN VIE TLA IS ST °ISO ISOMETRIC VIE
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Transportation +WaterResources
Urban Development i Geomatics
RADE 720 Corporate Center Drive EXISTING G 8 W xe,4m
30.00 Raleigh, NC 27607
v 919.782:0495
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"�-•:. .......... .. NC. LJCENSE NO. F-0374
31 3 OF RSC
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3RD & 4TH ST RSC
CONSTRUCTION SEQUENCE:
1, REGENERATIVE STORMWATER CONVEYANCE (RSC) SYSTEM INSTALLATION SHALL BE CONSTRUCTED BEGINNING AT THE DOWNSTREAM -MOST EXTENT OF THE STRUCTURE, ONCE DUAL 84" RCPS ARE INSTALLED AND
PRIOR TO CONSTRUCTION OF THIS RS IN PLAN VIEW THE BOULDERS SHALL BE PLACED IN AN
THE UPSTREAM SITE IS STABILIZED. ALL CONSTRUCTION OF THE UPSTREAM SITE SHALL BE COMPLETED AND STABILIZEDC 1 H C ,
T H CENTER OF A E N LOWEST PON (THALWEG) ALONG THE LENGTH OF THE RSC CHANNEL. REFER TO DETAILS FOR WIDTH OF BOULDERS ACROSS
ARC FORMATION AS SHOWN IN THE DETAILS WITH THE C N THE RCS T I THE OWES POINT G
CHANNEL Q
AND SEE CONSTRUCTION DRAWINGS FOR LOCATION AND REQUIRED FINAL ELEVATIONS. NOTE THE RSC MEDIA IS PLACED ED 3 FEET UNDER THE PROPOSED BOULDERS AS SHOWN IN THE PROFILE.
2. ASMALL TRENCH SHALL BE EXCAVATED AVATED TO KEY IN GEOTEXTILE UNDER ALL BOULDERS. THE GEOTEXTILE SHALL BE PLACED ALONG THE BOTTOM AND UP THE DOWNSTREAM FACE OF THE TRENCH. SECURING PINS
C
SHALL BE USED TO ANCHOR THEGEOTEXTILE !NPLACE. WHERE OVERLAPS ARE NECESSARY, THE MINIMUM OVERLAP SHALL BE 12 INCHES. IF GEOTEXTILE IS PUNCTURED, THE BOULDERS SHALL BE FULLY REMOVED
FOR AT LEAST THREE FEET OUTSIDE THE LIMITS OF THE FABRIC PUNCTURE AND A NEW GEOTEXTILE PATCH WITH ;MINIMUM OVERLAP, SHALL BE SECURELY FASTENED OVER THE PUNCTURE WITH SECURING PINS.
D P T TOP -OF THE GEOTEXTILE AS SHOWN ON THE DETAILS.
3. :AFTER BACKFILLING, THE GEOTEXTILE SHALL BE FOLDED UPSTREAM SO THAT BOULDERS. CAN PLACED ON
4. Y O OTHER ACCEPTABLE METHODS WITH M F O THE BOULDERS SHALL BE PLACED TO FORMA NEAT AND UNIFORM SURFACE AREA. NO MORTAR IS
BOULDERS SHALL BE PLACED B MECHANICAL R H CC E WI A MINIMUM Q VOIDS.
PERMITTED.
5. FOOTER BOULDERS SHALL BE PLACED ON TOP OF THE KEYED -IN GEOTEXTILE. THE BOTTOM OF THE FOOTER BOULDER SHALL EXTEND A MINIMUM OF 1 FOOT BELOW THE POOL TIE -OUT ELEVATION AND REFER TO
DETAILS FOR PLACEMENT AND ORIENTATION OF BOULDERS.
6. THE !CERT OF THE BOULDERS SHALL BE PLACED ALONG THE CENTERLINE OF THE CHANNEL ALIGNMENT, FLUSH WITH THE PROPOSED RSC GRADING AS SHOWN ON THE PROFILE IN THE PLANS. STARTING AT THE
CENTERLINE, ADJACENT CASCADE BOULDERS SHALL TAPER UP TO THE TOP OF THE BANK IN AN ARC FORMATION, MEETING ELEVATIONS SPECIFIED ON CONSTRUCTION DRAWINGS ON DETAILS, WIDTHS AND DEPTHS
ARE SPECIFIED IN THE TABLE.
7. TIE -OUT BOULDERS SHALLEXTEND PAST THE CORNER NODES A MINIMUM OF ONE BOULDER LENGTH INTO THE BANK. WHERE THE TIE-IN BOULDER LOCATION CONFLICTS WITH EXISTING TREE ROOTS OR BEDROCK,
TIE -OUT BOULDER MAY BE ELIMINATED OR ADJUSTED AT DIRECTION OF ENGINEER.
8. THE GEOTEXTILE SHALL BE FOLDED OVER THE UPSTREAM FACE OF THE FOOTER AND CASCADE BOULDERS UNTIL COBBLE IS PLACED UPSTREAM.
9. THE COBBLE FOR THE CASCADE SHALL BE PLACED BY MECHANICAL OR OTHER ACCEPTABLE METHODS WITH MINIMUM OF VOIDS. NO MORTAR IS PERMITTED. THE COBBLE SHALL BE PLACED FLUSH WITH THE TOP OF
THE CASCADE BOULDER AND EXTEND UPSTREAM TO SPECIFIED LENGTH. SEE DETAIL FOR EXTENT OF COBBLE LIMITS. THICKNESS OF COBBLE LAYER SHALL BE A MINIMUM OF 24 INCHES IN DEPTH. NO GEOTEXTILE IS
NEEDED UNDER THE COBBLE.
10. EXPOSED GEOTEXTILE BETWEEN CASCADE BOULDERS AND COBBLE MATERIAL SHALL BE CUT FLUSH TO THE PROPOSED SURFACE.
OW N THE'PLANS. TART NG AT THALWEG THE COBBLE ROS SECTION SHALL
11. THE SLOPE OF THE COBBLE MATERIAL EXTENDING UPSTREAM FROM THE TOP OF THE CASCADE SHALL FOLLOWTHE PROFILESH N IS I A CROSS C
TAPER. UP TO THE TOP OF THE BANK IN AN ARC FORMATION, ELEVATIONS MEETING THE ELEVATIONS, FOLLOWING DETAILS AND TYPICAL CROSS SECTION DIMENSIONS ON THE CONSTRUCTION DRAWINGS.
12 UPON COMPLETION OF CASCADE, RESHAPE POOL SLOPES AND BOTTOM TO SPECIFIED ELEVATIONS BY MANUAL METHODS. IF NEEDED, ADDITIONAL SAND/MULCH FILL MATERIAL SHALL BE PLACED AND SPREAD TO
PRODUCER FIRM AND UNIFORM POOL SURFACE LAYER. NO STATIC ROLLER OR VIBRATORY EQUIPMENT IS NECESSARY TO ACHIEVE B COMPACT ION. REMOVE UNSUITABLE AND SURPLUS ROCKS AND EXCAVATED
MATERIALS TO FILL AREAS OR APPROVED OFF-SITE LOCATIONS:
13. COMPLETE SEEDING AND PLANTING AS SHOWN ON SHEET BMP -8.
14: REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER GROUND COVER I5 ESTABLISHED 'AND APPROVAL IS GRANTED FROM THE CITY INSPECTORS AND THE ENGINEER OF RECORD._
NOTES`
1. SEE SHEET 6 FOR PROPOSED PLAN.
2. CONTRACTOR SHALL INSTALL THE REGENERATIVE STORMWATER CONVEYANCE SYSTEMS ONCE UPSTREAM DRAINAGE IS STABILIZED. THE CONTRACTOR SHALL
MAKE AN EFFORT TO PREVENT EROSION FROM ENTERING INTO THE REGENERATIVE STORMWATER CONVEYANCE SYSTEMS MEDIA DURING CONSTRUCTION.
3: CONTRACTOR IS RESPONSIBLE POSIBL OR SUBMITTING N E FSOP DRAWINGS H AW OF THE REGENERATIVE STORMWATER CONVEYANCE SYSTEMS MEDIA AND CASCADE BOULDERS
TO VERIFY SPECIFICATIONS ARE MET.
IN
4. CONTRACTOR SHALL CONTACT EBAN BEAN AT ECU. (252-328-9722) TO COORDINATE INSTALLING RESEARCH MONITORING EQUIPMENT DURING THE REGENERATIVE
®STORMWATER CONVEYANCE SYSTEMS CONSTRUCTION. ECU WILL BE SUPPLYING AND INSTALLING THIS RESEARCH MONITORING EQUIPMENT. COORDINATION WITH
" ECU WILL BE INCIDENTAL TO THE RSC INSTALLATION.
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LEGEND
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SECTION CELL 2 AT STA 19+08.00
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(TYP)
PROPOSED GRADE
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2013012202RA
0.00 DATE:
12/10/2015
OFFSET
= 41.67'
ELEV =
26.10
ELEV = 24.40
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GRADE
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SAND/WOOD
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CASCADE - CENTERLINE PROFILE
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PROPOSED PLAN
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SEE SHEET 7 FOR
PROPOSED PLAN
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- COBBLE APRON
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/� WEIR BOULDERS
TIE- OUT BOULDERS
NODE US -R
NOT TO SCALE
CASCADE SECTION
LEGEND
CELL
COBBLE WEIR NOTES:
E
m
W3
(FEET)
L2
(FEET)
GEOTEXTiLE FABRIC (TYPE 2) — ®— — — — —
KlmlepMorn
1.
TIE -OUT BOULDER SHALL EXTEND PAST THE CORNER NODES A MIN. OF ONE BOULDER LENGTH
20
35
36
INTO EXISTING BANK WHERE THIS CONFLICTS WITH EXISTING TREE ROOTS OR BEDROCK.
2
Po BOX 33068
33
TIE -OUT BOULDER MAY BE ELIMINATED OR ADJUSTED AT DIRECTION OF ENGINEER
REBAR CONNECTOR
RALEIGH, NC 27636-3068
24
3
12
PHONE: [phone]
20
34
50
FAX: [phone]
2.
COBBLE D50 = 8"
38
25
45
NC LICENSE #'-0102
©2014
24
CASCADE BOULDER
Zmu.10W
aO
EXISTING GRADE
3.
DEPTH OF COBBLE = 2'
LU Q z
4.
THE SAND COMPONENT OF THE RSC SANDIWOOD CHIP MIXTURE SHALL MEET THE
WK
DDICKSON
AASHTO-M-6 OR ASTM -C-33,0.02 INCHES TO 0.04 INCHES IN SIZE. SAND SHALL BEA
Q I- a_ Q W
community infrastructure consultants
SILICA -BASED COARSE AGGREGATE. SUBSTITUTIONS SUCH AS DIABASE AND GRAYSTONE
FOOTER BOULDER
roan on +water Resources
Urban Deevelopment + Geomatics
(AASHTO) #10 ARE NOT ACCEPTABLE. NO CALCIUMCARBONATE OR DOLOMITIC SAND
�\CO
720 Corporate Center Drive
SUBSTITUTIONS ARE ACCEPTABLE. NO "ROCK DUST" CAN BE USED FOR SAND.
Raleigh, NC 27607
LOCALLY -APPROVED PULVERIZED GLASS MAY BE SUBSTITUTED IF THE LOCAL AUTHORITY
(v) 919.782.0495
(t) 919.782.9672
BURIED 6" MIN:
UNDERTAKES TESTING TO VERIFY COMPLIANCE WITH THE PARTICLE SIZE SPECIFICATION. NO
www.wkdickson.com
EL 0 0 z }
ART GLASS SHALL BE USED FOR A PULVERIZED GLASS MATERIAL. THE WOOD CHIPS USED
TIE -OUT BOULDER
NC. LICENSE NO F-0374
WITHIN THE SAND BED SHOULD CONSIST OF DOUBLE -SHREDDED OR DOUBLE -GROUNDED
HARDWOOD MULCH THAT IS FREE OF DYES, CHROMATED COPPER ARSENATE AND OTHER6
A I%,
PRESERVATIVES AND HAS BEEN MILLED TO A MAXIMUM 4 INCH PARTICLE SIZE. WOOD CHIPS
SHALL CONTAIN NO MORE THAN 20% HARDWOOD SAWDUST AND NEGLIGIBLE AMOUNT OF
®`°'�
®o
SANDMOODCHIP MIXTURE
H J
•° ®
:` .
D
OTHER WOODY MATERIAL. THE WOOD SHALL BE ADDED TO THE SAND MIX,
s
V/�%�/ -` % a� ° ®/�EPDXY
APPROXIMATELY 20 PERCENT BY VOLUME, TO INCREASE THE ORGANIC CONTENT AND
SEAL
PROMOTE PLANT GROWTH AND SUSTAINABILITY.
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COBBLE
NOT TO SCALE
CASCADE SECTION
COBBLE GLIDE SECTION
CELL
W1
(FEET)
W2
(FEET)
L1
(FEET)
W3
(FEET)
L2
(FEET)
DEPTH
(INCHES)
1
15
25
20
35
36
24
2
13
33
20
30
48
24
3
12
30
20
34
50
24
4
15
38
25
45
19
24
NOT TO SCALE
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DEPTH VARIES
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EXISTING GROUND
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COBBLE WIDTH
FOOTER
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LIJ
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B
w
a
B
4
d
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REBAR CONNECTOR NOTES:
1. CORE DRILL 3 TO 4 INCH DIAMETER HOLES 8 INCHES DEEP INTO
THE SIDES OF HEADER AND FOOTER BOULDERS OF CASCADE
LIS
ERE THE
BOULIDERS SHALL REST LAGAINSBE T ONE ANOTHER WHED AT LOCATIONS EN PLACED
Z
_
W
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COBBLE
PER THE DETAIL.
LAYER�
2 PLACE 12 TO 16 OF #4 REBAR IN CORED HOLES AND FILL WITH
LU
HIGH STRENGTH EPDXY (MIN. COMPRESSIVE STRENGTH 10,000
U qC �
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EXISTING WOODCHIP
PSI)
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COBBLE GLIDE - SECTIO B -B
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£ C t C, 40.00
HW Z
6-3 #
30.00
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OUT -28.00
t
' t P OPOSED CB 6-3 20.00
M EL=33.00
F i
10.00
1+d 1+15J
n ) _11f /0 , TZT/
FAX: [phone]
NC LICENSE #F-0102
02014
WDN&SON
community infrastructure consultantsP
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
a Raleigh, NC 27607
(v) 919.782.0495
f 19.782.9672
www.wkdickson.com
a. NC. LICENSE NO: F-0374
®a®'401111989f10t/%ap®�®
\A CAR
Pt -50.00 •00.00 -30.00 -20.00 -10.00 040 10.00 20.00 30.00 40.00 50.00 00.00 -60.00 .50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00
t 1 � 6-3 -so.ao
(\
# t m
v
r/ 14LF OF 15" RCP �
w SOP Myaau eltl.. b
< P .el 6
+ A 1 e
SECTION CELL C AT STA 0 45.50 SECTION CELL D AT 0 3 .50 " �
f ®,gq *9�
1 � r � dAi6d &4161
---
uv.w
J r j 3 NCDOT HEADWALL 838.80 00.00
1 / gL SEE TABLE 1 ON THIS SHEET
FOR DIMENSIONS
30.00
i CTS C� w. tog r"5 �i` Pe, O„1 175 C3 lij bg-j F". p +
�$ R p�
HORIZ I. 20.00
5 11 10
J J 4 t ) a j j
i W+ .J 1o00
f U / W €
0.00
3RD ST RSC
1000
40.00.
50.00
50.00
40.00
:40.00
30.00
: 30.00
20.00
: 20.00
10.00
.10.00
OU.UV
50.00
OFFSET
ELEV
= -12.63' EXISTING GRADE
= 30.36
= -8.72'
= 22.84
GRADE
OFFSET
ELEV
= 17.97'
= 32.30
FT.
OFFSET
ELEV
=17.99'
= 24.11
Q
=
20
20.00
®Cp;
.W
�J®
, _x�......
EXISTING GRADE
Q Z o
JQZO
4 3'
OFFSET = 16.73'
ELEV = 20.31
J
13
-
Rz i
OFFSET
= -8,84'
-
OFFSET
ELEV
= -3.47°
= 19.00
14.
10.00
OFFSET
ELEV =
= 5.16'
19.00
4r;
OFFSET
ELEV
= -3.84'
= 26.00
OFFSET
ELEV =
= 3.97'
26.00
_
-------
1 ,L„
PROEl
IPOSED GRADEI
ELEV= 11.00
PROPOSED
GRADE
_.
4 5
I
FAX: [phone]
NC LICENSE #F-0102
02014
WDN&SON
community infrastructure consultantsP
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
a Raleigh, NC 27607
(v) 919.782.0495
f 19.782.9672
www.wkdickson.com
a. NC. LICENSE NO: F-0374
®a®'401111989f10t/%ap®�®
\A CAR
Pt -50.00 •00.00 -30.00 -20.00 -10.00 040 10.00 20.00 30.00 40.00 50.00 00.00 -60.00 .50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00
t 1 � 6-3 -so.ao
(\
# t m
v
r/ 14LF OF 15" RCP �
w SOP Myaau eltl.. b
< P .el 6
+ A 1 e
SECTION CELL C AT STA 0 45.50 SECTION CELL D AT 0 3 .50 " �
f ®,gq *9�
1 � r � dAi6d &4161
---
uv.w
J r j 3 NCDOT HEADWALL 838.80 00.00
1 / gL SEE TABLE 1 ON THIS SHEET
FOR DIMENSIONS
30.00
i CTS C� w. tog r"5 �i` Pe, O„1 175 C3 lij bg-j F". p +
�$ R p�
HORIZ I. 20.00
5 11 10
J J 4 t ) a j j
i W+ .J 1o00
f U / W €
0.00
3RD ST RSC
1000
40.00.
50.00
50.00
40.00
:40.00
30.00
: 30.00
20.00
: 20.00
10.00
.10.00
FAX: [phone]
NC LICENSE #F-0102
02014
WDN&SON
community infrastructure consultantsP
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
a Raleigh, NC 27607
(v) 919.782.0495
f 19.782.9672
www.wkdickson.com
a. NC. LICENSE NO: F-0374
®a®'401111989f10t/%ap®�®
\A CAR
Pt -50.00 •00.00 -30.00 -20.00 -10.00 040 10.00 20.00 30.00 40.00 50.00 00.00 -60.00 .50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00
t 1 � 6-3 -so.ao
(\
# t m
v
r/ 14LF OF 15" RCP �
w SOP Myaau eltl.. b
< P .el 6
+ A 1 e
SECTION CELL C AT STA 0 45.50 SECTION CELL D AT 0 3 .50 " �
f ®,gq *9�
1 � r � dAi6d &4161
---
uv.w
J r j 3 NCDOT HEADWALL 838.80 00.00
1 / gL SEE TABLE 1 ON THIS SHEET
FOR DIMENSIONS
30.00
i CTS C� w. tog r"5 �i` Pe, O„1 175 C3 lij bg-j F". p +
�$ R p�
HORIZ I. 20.00
5 11 10
J J 4 t ) a j j
i W+ .J 1o00
f U / W €
0.00
3RD ST RSC
1000
40.00.
30.00
30.00
EXISTING
GRADE
10.00
.10.00
0.00
0.00
U
o
OU.UV
50.00
= -7.57'
OFFSET
ELEV
= -8.72'
= 22.84
GRADE
M .fit .......,,
_ -11.65'
FT.
OFFSET
ELEV
=17.99'
= 24.11
Q
=
20
20.00
®Cp;
.W
�J®
, _x�......
EXISTING GRADE
Q Z o
JQZO
4 3'
OFFSET = 16.73'
ELEV = 20.31
J
13
-
Rz i
OFFSET
= -8,84'
-
OFFSET
ELEV
= -3.47°
= 19.00
14.
10.00
OFFSET
ELEV =
= 5.16'
19.00
4r;
ELEV
= 18.57
3
....... _., >.............x ... ........ .. ...... .... ..,... .x...11_
I
CELL E CELL D CELL C CELL B :. CELLA
_
-------
1 ,L„
PROEl
IPOSED GRADEI
ELEV= 11.00
ELEV= 11.00
_.
4 5
I
OFFSET
= -8.76'
I
OFFSET
= 16.58'
I
3 OF RSC
;_
ELEV
= 26.85
S
LECTRIC LINE
ELEV =
28.34
ELEV. 28.35
•-
,E
APPROX.)
OFFSET=
-4.27'
OFFSET
= 5.98' CHIP MIXTURE
ELEV
= 15.00
ELEV
= 15.00 (TYP)
PROPOSED
-A T4
GRADE
20.0
OFFSET
= -3.68'
OFFSET = 5.08'
ELEV
= 23.00
ELEV = 23.00
10.00
PROPOSED
GRADE
0.00
FAX: [phone]
NC LICENSE #F-0102
02014
WDN&SON
community infrastructure consultantsP
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
a Raleigh, NC 27607
(v) 919.782.0495
f 19.782.9672
www.wkdickson.com
a. NC. LICENSE NO: F-0374
®a®'401111989f10t/%ap®�®
\A CAR
Pt -50.00 •00.00 -30.00 -20.00 -10.00 040 10.00 20.00 30.00 40.00 50.00 00.00 -60.00 .50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00
t 1 � 6-3 -so.ao
(\
# t m
v
r/ 14LF OF 15" RCP �
w SOP Myaau eltl.. b
< P .el 6
+ A 1 e
SECTION CELL C AT STA 0 45.50 SECTION CELL D AT 0 3 .50 " �
f ®,gq *9�
1 � r � dAi6d &4161
---
uv.w
J r j 3 NCDOT HEADWALL 838.80 00.00
1 / gL SEE TABLE 1 ON THIS SHEET
FOR DIMENSIONS
30.00
i CTS C� w. tog r"5 �i` Pe, O„1 175 C3 lij bg-j F". p +
�$ R p�
HORIZ I. 20.00
5 11 10
J J 4 t ) a j j
i W+ .J 1o00
f U / W €
0.00
3RD ST RSC
1000
40.00
40.00.
30.00
30.00
EXISTING
GRADE
10.00
.10.00
0.00
0.00
U
o
30.00
40
= -7.57'
OFFSET
ELEV
= -8.72'
= 22.84
GRADE
M .fit .......,,
_ -11.65'
FT.
OFFSET
ELEV
=17.99'
= 24.11
Q
=
20
20.00
®Cp;
.W
�J®
, _x�......
n._ulp--_
C36
Q Z o
JQZO
4 3'
OFFSET = 16.73'
ELEV = 20.31
J
13
-
Rz i
OFFSET
= -8,84'
-
OFFSET
ELEV
= -3.47°
= 19.00
14.
10.00
OFFSET
ELEV =
= 5.16'
19.00
4r;
ELEV
= 18.57
3
....... _., >.............x ... ........ .. ...... .... ..,... .x...11_
I
CELL E CELL D CELL C CELL B :. CELLA
_
-------
1 ,L„
PROEl
IPOSED GRADEI
ELEV= 11.00
ELEV= 11.00
_.
4 5
I
I
I
I
I
PROPOSED
I
40.00
40.00.
30.00
30.00
20.00
20.00
10.00
.10.00
0.00
0.00
40.00
30.00
20.00
10.00.
0.00
-so.00 -50.00 -00.00 -30.00 •20.00 -10.00 aoo 10.00 20.00 30.00 00.00 $0.00 60:00 •so.00 -so.00 -00:00 -30.00 -zo.00 -10.00 0.00 10.00 20,00 30.00 40.00 50.00 60.00 p
� z U)
W� O_ W
O Z Z fl Q
a0 0OO r U
M HW W�WWO
6-3 Z�zJ� Cb
J CBSECTION CELL E AT STA 0+17.50 �
6-3 Q Q
� - J o
W L�
� , p 5 �i5
® W _
M
40.00
11J
1>J
U
10.
/
1
1
1
1
40
I- c=
z % O
p -O
W 0.<
U
o
30.00
40
= -7.57'
s
Wi.-D_0.
EXISTING
GRADE
M .fit .......,,
_ -11.65'
FT.
Z C� r
. ..........
to:
Q
=
20
20.00
®Cp;
.W
�J®
, _x�......
n._ulp--_
C36
Q Z o
JQZO
.00
36O
OFFSET = 16.73'
ELEV = 20.31
J
13
-
Rz i
OFFSET
= -8,84'
-
WaWOl_
V
: -
10.00
14.
10.00
�.Cn_u..
4r;
ELEV
= 18.57
3
....... _., >.............x ... ........ .. ...... .... ..,... .x...11_
I
CELL E CELL D CELL C CELL B :. CELLA
_
-------
1 ,L„
=Zr01- `
_ W �
i^.
0.00
3' 0
ELEV= 11.00
ELEV= 11.00
_.
4 5
FQZ)
Li,l®-
W -
U Z
-aW�
PROPOSED
GRADE
3 OF RSC
;_
...' .... , _, ....
STA 0+69.75
_ ..,
S
LECTRIC LINE
SANDMOOD
ELEV. 28.35
•-
,E
APPROX.)
OFFSET=
-4.27'
OFFSET
= 5.98' CHIP MIXTURE
ELEV
= 15.00
ELEV
= 15.00 (TYP)
PROPOSED
GRADE
40.00
30.00
20.00
10.00.
0.00
-so.00 -50.00 -00.00 -30.00 •20.00 -10.00 aoo 10.00 20.00 30.00 00.00 $0.00 60:00 •so.00 -so.00 -00:00 -30.00 -zo.00 -10.00 0.00 10.00 20,00 30.00 40.00 50.00 60.00 p
� z U)
W� O_ W
O Z Z fl Q
a0 0OO r U
M HW W�WWO
6-3 Z�zJ� Cb
J CBSECTION CELL E AT STA 0+17.50 �
6-3 Q Q
� - J o
W L�
� , p 5 �i5
® W _
M
40.00
11J
1>J
U
10.
/
1
1
1
1
40
I- c=
z % O
p -O
W 0.<
U
o
30.00
40
= -7.57'
s
Wi.-D_0.
-
o
W
M .fit .......,,
_ -11.65'
FT.
Z C� r
. ..........
to:
Q
=
20
20.00
®Cp;
.W
�J®
, _x�......
n._ulp--_
C36
Q Z o
JQZO
.00
36O
J
13
-
Rz i
CONSTRUCTION (SEE SHEET BMP -4}.
3 0°
-
WaWOl_
V
: -
10.00
14.
10.00
�.Cn_u..
4r;
OFFSET = -3.45'
3
....... _., >.............x ... ........ .. ...... .... ..,... .x...11_
I
CELL E CELL D CELL C CELL B :. CELLA
-------
1 ,L„
=Zr01- `
_ W �
i^.
0.00
3' 0
ELEV= 11.00
ELEV= 11.00
FQZ)
Li,l®-
W -
U Z
-aW�
PROPOSED
GRADE
;_
...' .... , _, ....
STA 0+69.75
_ ..,
S
LECTRIC LINE
ELEV. 28.35
•-
,E
APPROX.)
Know what's below.
.< i
40.00
I 4.LU
..... .. .:.... . _. _ , _,.. , ..::�, -v .... r. _,..
ELEV. 21.13 i.
,� ,..;;: ;.r... T . a .., t
... f STA 0+74.03
,...EXISTING GRADE .•-7Z -:...:....,� ,, ._ ...........,.._.
_ * :> -,� .,�:. ELEV. 26.00
,<._�� . , .. <•v •,.: ,
1 w_.. x.
ar.. ,A...
_� . 1...
STA 0+27.74 < .I : .. STA 0+59.65
PO
EXISTING GRADE
CL
W Z
10.
/
1
1
1
1
cn
�� 1-00
LL W 4
+� Z Z
Ln Q W U
2i!)JOCn
I- Q U d
z % O
p -O
W 0.<
MINIMUM
H1
OFFSET
= -7.57'
s
Wi.-D_0.
30.00
PIPE DIA.
OFFSET
_ -11.65'
FT.
HORIZ
FT.
FT.
ELEV=1.4.00
0 -a _cj
z U_ Q
G
Y
20.00
3.75
2.00
ELEV = 14.61
Q Z o
JQZO
10 0 2.0-zLLQ�-
MONITORING EQUIPMENT DURING THE REGENERATIVE STORMWATER CONVEYANCE SYSTEMS
13
-
lQO/ PLANS
CONSTRUCTION (SEE SHEET BMP -4}.
3 0°
-
WaWOl_
V
: -
10.00
14.
INSTALL 14 LF OF CLASS 111 18" RCP AS SHOWN 'ON'THIS SHEET.
Z.W. =.1'-_I
O m
Z W
4r;
OFFSET = -3.45'
OFFSET = 4.09'
VERT
=Zr01- `
_ W �
i^.
0.00
3' 0
ELEV= 11.00
ELEV= 11.00
FQZ)
Li,l®-
W -
U Z
-aW�
PROPOSED
GRADE
40.00
I 4.LU
..... .. .:.... . _. _ , _,.. , ..::�, -v .... r. _,..
ELEV. 21.13 i.
,� ,..;;: ;.r... T . a .., t
... f STA 0+74.03
,...EXISTING GRADE .•-7Z -:...:....,� ,, ._ ...........,.._.
_ * :> -,� .,�:. ELEV. 26.00
,<._�� . , .. <•v •,.: ,
1 w_.. x.
ar.. ,A...
_� . 1...
STA 0+27.74 < .I : .. STA 0+59.65
PO
TABLE 1. HEADWALL DIMENSIONS NGDOT 838.80
CL
W Z
10.
/
1
1
1
1
cn
�� 1-00
LL W 4
+� Z Z
Ln Q W U
2i!)JOCn
I- Q U d
z % O
p -O
W 0.<
MINIMUM
H1
H2
Q
s
Wi.-D_0.
30.00
PIPE DIA.
BAR SIZE
FT.
FT.
HORIZ
FT.
FT.
1.25
0 -a _cj
z U_ Q
G
Y
20.00
3.75
2.00
3.75
Q Z o
JQZO
10 0 2.0-zLLQ�-
MONITORING EQUIPMENT DURING THE REGENERATIVE STORMWATER CONVEYANCE SYSTEMS
13
M00Zy
lQO/ PLANS
CONSTRUCTION (SEE SHEET BMP -4}.
-
WaWOl_
V
: -
10.00
14.
INSTALL 14 LF OF CLASS 111 18" RCP AS SHOWN 'ON'THIS SHEET.
Z.W. =.1'-_I
O m
Z W
4r;
r`nKA01 CTC CCCr)IRIf_ AAII1 01 AKITIKI!'_` Ac Cun1AtAI nAi CUCCT C26A® 0
U -W W - Q
VERT
=Zr01- `
_ W �
i^.
0.00
3' 0
Ui =f•- :O.
_
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TABLE 1. HEADWALL DIMENSIONS NGDOT 838.80
P REAM
R T ST
1. CONTRACTOR SHALL INSTALL THE REGENERATIVE AT STORMWATER CONVEYANCE SYSTEMS ONCE U
10.
/
1
1
1
1
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002
PIPE DIA.
BAR SIZE
FT.
FT.
FT.
FT.
FT.
1.25
#5 @ 8 "
2.00
3.75
2.00
3.75
6.75
ELEV. 17.09
ELEV. 23.00
.�.
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1616
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x •... ...
STA 0+13.32 m,.;•,L�,•. CONSTRUCTION SEQUENCE. W
. p> -M, STA 0+45:43
ELEV. 13.27 ,f; r : = J
ELEV. 19.00LU
Q
:u>:r 3=:. :. -;Y• 1. INSTALL EROSION CONTROL MEASURES PER THE EROSION NTR L SHEETS.
ti
SAND/WOOD CHIP MIXTURE ` _., w- S CCONTROL
€ _ ._ W
.. 1Z
12 .. ��.1s
.F .l. m.
rL ....... >. TYP.. SEE NOTE 4 ON HEET BMP 7.
, .,. . STA 0 31.45 ( )
H Q R I Z T N OF THE STRUCTURE. N PLAN VIEW THE BOULDERS SHL BE
_ _.......... 2. REGENERATIVE STORMWATER CONVEYANCE: RSC SYSTEM INSTALLATION SHALL BE CONSTRUCTED BEGINNING AT THE DOWNSTREAM MOS EXTE T I
- ..
µELE,V. 15TIE IN CASCADE .00
, PLACED
N AN ARC FORMATION AS SHOWN N THE DETAILS, WITH THE CENTER F THE AR SET IN THE LOWEST PONT THALWEG ALONG
THE RSC
CHANNEL REFER TO DETAILS FORWID HOF ...,..NT EXISTING t� V �.®
CL ...... BOULDERS ACROSS AND SEE CONSTRUCTIONON DRAWINGS FOR LOCATION AND REQUIRED{RED FINAL S NOTE THE RSC MEDIA IS PLACED 3 FEET UNDER THE PROPOSED BOULDERS AS SHOWN IN E
COBLEDETAIHN PROFILE. ON SHEET BMP -7 (TYP,) 8
O►O.L.
�•r
.. .. ..�... STA 0 17.49 `�`
PINS
t..
SECURING !
I 3. A SMALL TRENCH SHALL BE EXCAVATED TO KEY I GEOTEXTILE UNDER ALL BOULDERS. THE GEOTEXTILE SHALL BE PLACED ALONG THE BOTTOM AND UP THE DOWNSTREAM FACE OF THE TRENCH. S s
w.,..� � N I C
r.r;,,�....,.<...;, ELEV.11.00 �
I
ER ALL BE FULLY REMOVED
SHALL BE USED TO ANCHOR THE GEOTEXTILE IN PLACE. WHERE OVERLAPS ARE NECESSARY, THE MINIMUM OVERLAP SHALL BE 12 INCHES. IF GEOTEXTILE IS PUNCTURED, THE BOULDERS SHALL Ll. Ne,
:
_.
R WITH SECURING PINS.
, : FOR AT LEAST THREE FEET OUTSIDE THE LIMITS OF THE FABRIC PUNCTURE AND A NEW GEOTEXTILE PATCH WITH MINIMUM OVERLAP SHALL BE SECURELY FASTENED OVER THE PUNCTURE H C
4EXISTINGGRADE
,
3 0 6
. AFTER BACKFILLING, THE GEOTEXTILE SHALL BE FOLDED UPSTREAM SO THAT BOULDERS CAN E PLACED ON TO OF THE GEOTEXTILE AS SHOW ON THE DETAILS.
n
_ I
FO ANE T AND UNIFORM SURFACE AREA. NO MORTAR IS
2 5. BOULDERS SHALL BE PLACED BY MECHANICAL OR OTHER ACCEPTABLE METHODS WITH A MINIMUM OF VOIDS: THE BOULDERS SHALL BE PLACED TO RM A Nl S �,.. .._,
� W its
PERMITTED. -
W..�
LU :W
Q
6. FOOTER BOULDERS SHALL BE PLACED ON TDP OF THE KEYED IN GEOTEXTILE. THE BOTTOM OF THE FOOTER BOULDER SHALL EXTEND A MINIMUM OF 1 FOOT BELOW THE POOL TIE OUT ELEVATION AND REFER TO
0 02 O CL W
+ + + DETAILS FOR PLACEMENT AND ORIENTATION OF BOULDERS. v C7
0+00 0+50 1 00 1 15
Ill -�
3
_LL
P STARTING AT THE O
7. THE INVERT OF THE BOULDERS SHALL BE PLACED ALONG THE CENTERLINE OF THE CHANNEL ALIGNMENT FLUSH WITH THE PROPOSED RSC GRADING AS SHOWN ON THE PROFILE IN THE LAMS. I G
W
V
DEPTHS a
O
ON DETAIL WIDTHS AND EPT S -_..
CENTERLINE, ADJACENT CASCADE BOULDERS SHALL TAPER UP TO THE TOP OF THE BANK IN AN ARC FORMATION, MEETING ELEVATIONS SPECIFIED ON CONSTRUCTION DRAWINGS S, tr
ARE SPECIFIED IN THE TABLE. V ;� b cr t-- CL
C5
8. TIE -OUT BOULDERS SHALL EXTEND PAST THE CORNER NODES A MINIMUM OF ONE BOULDER LENGTH INTO THE BANK. WHERE THE TIE-IN BOULDER LOCATION CONFLICTS WITH EXISTING TREE ROOTS OR BEDROCK
O� p
TIE -OUT BOULDER MAY BE ELIMINATED OR ADJUSTED AT DIRECTION OF ENGINEER.
NOTES:
9 THE GEOTEXTILE SHALL BE FOLDED OVER THE UPSTREAM FACE OF THE FOOTER AND CASCADE BOULDERS UNTIL COBBLE IS PLACED UPSTREAM u
'
P REAM
R T ST
1. CONTRACTOR SHALL INSTALL THE REGENERATIVE AT STORMWATER CONVEYANCE SYSTEMS ONCE U
10.
THE COBBLE FOR THE CASCADE SHALL BE PLACED BY MECHANICAL OR OTHER ACCEPTABLE METHODS WITH A'MINIMUM OF VOIDS, NO MORTAR IS PERMITTED. THE COBBLE SHALL BE PLACED FLUSH WITH THE TOP OF
DRAINAGE IS STABILIZED. THE CONTRACTOR SHALL MAKE AN EFFORT TO PREVENT EROSION FROM
_
THE CASCADE BOULDER AND EXTEND UPSTREAM TO SPECIFIED LENGTH. SEE DETAIL FOR EXTENT OF COBBLE LIMITS. THICKNESS OF COBBLE LAYER SHALL BE A MINIMUM OF 24 INCHES IN DEPTH. NO GEOTEXTILE IS
SYSTEMS MEDIA DURING CONSTRUCTION.
ENTERING INTO THE REGENERATIVE STORMWATER CONVEYANCE S
NEEDED UNDER THE COBBLE.
wKaPRo��cr.
20130,2202
2: CONTRACTOR IS RESPONSIBLE FOR SUBMITTING SHOP DRAWINGS OF THE REGENERATIVE STORMWATER
11.
EXPOSED GEOTEXTILE BETWEEN CASCADE BOULDERS AND COBBLE MATERIAL SHALL BE CUT FLUSH TO THE PROPOSED SURFACE.
DATE. •
Y SPECIFICATIONS ARE MET.
CONVEYANCE SYSTEMS MEDIA AND CASCADE BOULDERS TO VERIF S C
CON
12.
SECTION SHALL
THE SLOPE OF THE COBBLE MATERIAL EXTENDING UPSTREAM FROM THE TOP OF THE CASCADE SHALL FOLLOW THE PROFILE SHOWN IN THE PLANS. STARTING AT THE THALWEG, THE COBBLE CROSS I
1211012015
TAPER UP TO THE TOP OF THE BANK IN AN ARC FORMATION ELEVATIONS MEETING THE ELEVATIONS FOLLOWING DETAILS AND TYPICAL GROSS. SECTION DIMENSIONS O TH E CONSTRUCTION DRAWINGS,
' N
3. CONTRACTOR SHALL CONTACT EBAN BEAN AT ECU 252-328-9722 TO COORDINATE INSTALLING RESEARCH
'
MONITORING EQUIPMENT DURING THE REGENERATIVE STORMWATER CONVEYANCE SYSTEMS
13
UPON COMPLETION OF CASCADE, RESHAPE POOL SLOPES AND BOTTOM TO SPECIFIED ELEVATIONS BY MANUAL METHODS. IF NEEDED ADDITIONAL SAN /MULCH FILL MATERIAL SHALL BE PLACED D AND SPREAD T
O
lQO/ PLANS
CONSTRUCTION (SEE SHEET BMP -4}.
PRODUCE A FIRM AND UNIFORM POOL SURFACE LAYER. NO STATIC ROLLER OR VIBRATORY EQUIPMENT IS NECESSARY TO ACHIEVE COMPACTION.
Q
14.
INSTALL 14 LF OF CLASS 111 18" RCP AS SHOWN 'ON'THIS SHEET.
4r;
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COBBLE WEIR NOTES: PO BOX 33068
RALEIGH, NC 763-3068
PHONE: [phone]
FAX: [phone]
1. TIE -OUT BOULDER SHALL EXTEND PAST THE CORNER NODES A MIN. OF ONE BOULDER LENGTH INTO EXISTING BANK. WHERE THIS CONFLICTS WITH EXISTING
TREE ROOTS OR BEDROCK, TIE -OUT BOULDER MAY BE ELIMINATED OR ADJUSTED AT DIRECTION OF ENGINEER NC UCENSE #F-0102@2014
00
2. COBBLE D50 = 8"
3. DEPTH OF COBBLE 2' WDEKSON
community infrastructure consultants
Transportation + Water Resources
4. THE SAND COMPONENT OF THE RSC SANDIWOOD CHIP MIXTURE SHALL MEET THE AASHTO-M-6 OR ASTM -C-33,0.02 INCHES TO 0.04 INCHES IN SIZE. SAND
Urban Development + Geornatics
SHALL BEA SILICA -BASED COARSE AGGREGATE. SUBSTITUTIONS SUCH AS DIABASE AND GRAYSTONE (AASHTO) #10 ARE NOT ACCEPTABLE. NO CALCIUM
720 Corporate Center Drive
Raleigh, NG 27607
CARBONATE OR DOLOMITIC SAND SUBSTITUTIONS ARE ACCEPTABLE. NO "ROCK DUST" CAN BE USED FOR SAND. LOCALLY -APPROVED PULVERIZED GLASS
HW 919.782.0495
6-3 MAY BE SUBSTITUTED IF THE LOCAL AUTHORITY UNDERTAKES TESTING TO VERIFY COMPLIANCE WITH THE PARTICLE SIZE SPECIFICATION. NO ART GLASS ((V4 919.782.9672
www.wkdickson.com
SHALL BE USED FOR A PULVERIZED GLASS MATERIAL. THE WOOD CHIPS USED WITHIN THE SAND BED SHOULD CONSIST OF DOUBLE -SHREDDED OR
OUT=28.00 DOUBLE -GROUNDED HARDWOOD MULCH THAT IS FREE OF DYES, CHROMATED COPPER ARSENATE AND OTHER PRESERVATIVES AND HAS BEEN MILLED TOA
NC. UCENSE NO. F-0374
OPOSED CB 6-3 MAXIMUM 4 INCH PARTICLE SIZE. WOOD CHIPS SHALL CONTAIN NO MORE THAN 20% HARDWOOD SAWDUST AND NEGLIGIBLE AMOUNT OF OTHER WOODY
MATERIAL. THE WOOD CHIPS SHALL BE ADDED TO THE SAND MIX, APPROXIMATELY 20 PERCENT BY VOLUME, TO INCREASE THE ORGANIC CONTENT AND
M EL -33.00 PROMOTE PLANT GROWTH AND SUSTAINABILITY. A Ij
L
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C I I
PROFILE AND CROSS
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INCHES( MIN
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EXISTING GROUND
CASCADE SECTION
COBBLE GLIDE SECTION
CELL
W1
(FEET)
W2
(FEET)
L1
(FEET)
W3
(FEET)
L2
(FEET)
DEPTH
(INCHES)
1
12
12
4
25
4
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2
12
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26
3
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4
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SEE CIUMM-17 DRfim a CnD
C I I
PROFILE AND CROSS
N M 40 <0 AI cc C�
— — Ivo
SECTIONS OF RSC
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LEGEND:
ZONE 1 - RSC STABILIZATION PLANTINGS
(SEE DETAIL 1/BMP-8, 2/BMP-8 AND 1/BMP-12)
3RD at 4TH ST RmSe%C
It It
It
if
SEE CONSTRUCTION NOTE 9 &M
if If
It
HW
6-3
I Y OUT -28.®0
:)OPOSED CB 6-3
71M EL -33.00
CB
n.14LF OF 15" RCP
r.
A.
NCDOT FIEADWALL 838.80
SEE TABLE 1 ON SHEET
BMP -6 FOR DIMENSIONS
it
If
If
SEE SHEET BMP -6 FOR
PROFILE AND CROSS
Rv R R 0 ICY c SECTIONS OF RSC
It
It
If
It
Scientific Name I common Name
zi
Fraxinus pennsylvanica
Green Ash
Betula nigra
River Bitch
Platanos occidentafis
Sycamore
Alnus serrulata
Tag Alder
Diospyros virginiana
Persimmon
Symplocis tinctoria
Sweet Leaf
Quercus nigra
Water Oak
Scientific Name lCommon Name
zi
11ex glabra
Inkberry
Aronia arbutifolia
Red Chokeberry
Clethra ainifolia
Sweet Pepperbush
Itea virginica
Virginia Willow
Viburnum dentatum
Arrow -Wood
Lyonia lucida
Fetter -Bush
N%l U"Mar_ —VIVz
@2014
D'D'EX0,0N
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Center Drive
Raleigh, NC 27607
(v) 919.782.0495
tt) 919.7822.9672
www.wkdickson.com
NC. UCENSE NO, F-0374
0
It 0
N ag
CA.... .......... � I?
0
SS,ft­"<A
CONSTRUCTION NOTES: ALL PLANTING AREAS /0.,,
EROSION CONTROL MATTING SHALL NOT BE CUT WITH 7
ll� INSTALL EROSION CONTROL MEASURES AND TREE PROTECTION
AS SHOWN ON PLAN. THE CONTRACTOR MAY MODIFY OR PLANTING IMPLEMENTS. THE SMALLEST OPENING
NECESSARY TO ACCOMMODATE EACH PLANT SHALL BE
RELOCATE EROSION CONTROL MEASURES TO MAKE 04
CUT INTO THE FABRIC USING A SHARP KNIFE OR
ADJUSTMENTS FOR UNFORESEEN FIELD CONDITIONS. ALL
RELOCATION SHALL HAVE THE APPROVAL OF THE ENGINEER. SHEARS.
4-- 1 N
2. CLEAR AND GRUB AREA OF ALL TRASH AND EXOTIC/INVASIVE 16. Cs
1 00, '
VEGETATION. PLANT ZONE I HO\k
3. APPROXIMATE STOCKPILE AREAS MAY BE RELOCATED OR
SE&
PLANTS SHALL BE INSTALLED IN STAGGERED ROWS.
ADJUSTED WITH THE APPROVAL OF THE ENGINEER.
4. PRIOR TO ROUGH CHANNEL GRADING, HARVEST AND STOCKPILE PLANT SPACING FOR ZONE I SHALL BE APPROXIMATELY
THE TOP 6 INCHES OF TOPSOIL. EIGHT FEET (8.0') ON CENTER WITHIN ROWS WITH A
')BETWEEN ROWS. 50
SPACING OF FOUR FOOT (4.0
5. WHEN GRADING PER DETAILS, OVER EXCAVATE BY 4 INCHES TO
ALLOW FOR THE APPLICATION OF STOCKPILED TOPSOIL. PERCENT OF ALL PLANTS USED SHALL BE FROM THREE
6. STABILIZE GRADED CHANNEL WITH 3 INCHES OF MULCH AT THE GALLON OR LARGER CONTAINERS AND 50 PERCENT
END OF THE DAY. FROM BARE ROOT WOODY VEGETATION. AT LEAST 60
Ii PERCENT OF PLANTS IN ZONE 1 SHALL BE A SHRUB
7. INSTALL EROSION CONTROL MAT PER MANUFACTURER'S
SPECIES. CONTRACTOR SHALL SHALL PICK 4 TYPES OF
INSTRUCTION.
8. INSTALL PLANTS AS DESCRIBED IN PLANTING NOTES ON THIS TREES AND 4 TYPES OF SHRUBS FROM THE LISTS
13 U ­:;a � ABOVE. NO BARE ROOT PLANTINGS AT THE BOTTOM OF
al SHEET. THE BANK.
Q 9. ONLY SHORT SHRUBS ARE TO BE PLANTED IN THE 3RD STREET
REGENERATIVE STORMWATER CONVEYANCE SYSTEM.
SEAL
/1
RSC STABILIZATION PLANTINGS
1 �BMP _8) NOT TOSCALE
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BOTTOM OF MEDIA 4" THICK WASHED SAND THE SOIL MIXTURE FOR USE IN A BIORETENTION FACILITY SHALL
EL. 25.0' V/ CONTAIN 85% SAND, 10% FINES, AND 5% ORGANIC MATERIAL
12" THICK #57 STONE (COMPOST, TOPSOIL) AND HAVE A PERMEABILITY (k) RATING FROM
2 INCH/HOUR TO 6 INCHIHOUR AS MEASURED IN THE FIELD.
BOTTOM OF STONE WASHED PERMEABILITY TEST RESULTS MUST BE SUBMITTED TO THE
EL 23.67' ENGINEER AND APPROVED PRIOR TO INSTALLATION OF MATERIAL.
THE SOIL SHOULD HAVE A pH BETWEEN 6.5 TO 6.5 AND THE CLAY
CONTENT OF THE SOIL MIXTURE CANNOT EXCEED 10%. SOIL MUST
NOT BE INSTALLED UNTIL ALL OF THE CONTRIBUTING DRAINAGE
BIORETENTION SECTION AREA HAS BEEN STABILIZED AND APPROVED BY THE ENGINEER.
SOIL MIXTURES SHALL BE INSTALLED IN 8 TO 12 INCH LIFTS TO
NOT TO SCALE ENSURE ADEQUATE FILTRATION.
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NOTES:
1. CONTRACTOR SHALL INSTALL THE BIORETENTION AREA ONCE UPSTREAM DRAINAGE IS STABILIZED. THE CONTRACTOR SHALL MAKE AN EFFORT TO PREVENT EROSION FROM ENTERING INTO THE BIORETENTION SOIL
MIX DURING CONSTRUCTION.
2.CONTRACTOR IS RESPONSIBLE FOR SUBMITTING SHOP DRAWINGS OF THE PLANTING SOIL MIX AND WASHED SAND TO VERIFY SPECIFICATIONS ARE MET.
3. CONTRACTORSHALL VERIFY THAT THERE IS 12 BETWEEN THE DRAINAGE STRUCTURE GRATE TOP AND THE TOP OF THE BIORETENTION PLANTING MIX. CONTRACTOR SHALL ADJUST THE GRATE TOP TO REACH THIS
DEPTH.
4. CONTRACTOR SHALL CONTACT EBAN BEAN AT ECU (252-328-9722) TO COORDINATE INSTALLING RESEARCH MONITORING EQUIPMENT DURING THE BIORETENTION AREA CONSTRUCTION. ECU WILL BE SUPPLYING AND
INSTALLING THIS RESEARCH MONITORING EQUIPMENT. COORDINATION WITH ECU WILL BE INCIDENTAL TO THE RSC INSTALLATION.
5. SOD SHALL CONSIST OF A LIVE, DENSE WELL ROOTED GROWTH OF PERMANENT GRASSES, FREE FROM JOHNSON GRASS, NUTGRASS, SANDBUR, WILD GARLIC, WILD ONION, CROTALARIA, WITCHWEED AND AN
EXCESSIVE AMOUNT OF RESTRICTED NOXIOUS WEEDS AS DEFINED BY THE NORTH CAROLINA BOARD OF AGRICULTURE AT THE TIME OF CUTTING THE SOD. MOW THE AREA FROM WHICH THE SOD IS TO BE OBTAINED
TO A HEIGHT OF NOT MORE THAN 2". RAKE FREE OF GRASS CLIPPINGS AND DEBRIS AND OTHERWISE PREPARED IN A MANNER SATISFACTORY TO THE ENGINEER BEFORE CUTTING OF SOD BEGINS. CUT THE SOD INTO
RECTANGULAR SECTIONS OF SIZES CONVENIENT FOR HANDLING WITHOUT BREAKING OR LOSS OF SOIL. CUT IT WITH A SOD CUTTER OR OTHER ACCEPTABLE MEANS TO A DEPTH THAT WILL RETAIN IN THE SOD
PRACTICALLY ALL OF THE DENSE ROOT SYSTEM OF THE GRASS. DURING WET WEATHER, ALLOW THE SOD TO DRY SUFFICIENTLY BEFORE LIFTING TO PREVENT TEARING DURING HANDLING AND PLACING. DURING
EXTREMELY DRY WEATHER, WATER IT BEFORE LIFTING IF SUCH WATER IS NECESSARY TO INSURE ITS VITALITY AND TO PREVENT LOSS OF SOIL DURING HANDLING.
6. BERM SPECIFICATIONS:
6.1. BERM SOIL MATERIAL SHALL CONSIST OF MINERAL SOIL, FREE OF ORGANIC MATERIAL, LOAM, WOOD, TRASH, AND OTHER OBJECTIONABLE MATERIAL WHICH MAY BE COMPRESSIBLE OR WHICH CANNOT BE
COMPACTED PROPERLY. BERM SOIL MATERIAL SHALL NOT CONTAIN STONES LARGER THAN 2-1N. IN ANY DIMENSION, BROKEN CONCRETE, MASONRY, RUBBLE OR OTHER SUCH MATERIALS. IT SHALL HAVE
PHYSICAL PROPERTIES SUCH THAT IT CAN BE READILY SPREAD AND BE COMPACTED DURING CONSTRUCTION.
6.1. UNLESS OTHERWISE NOTED, ACCEPTABLE SOIL TYPES FOR USE AS BERM SOIL MATERIAL SHALL BE SOILS CLASSIFIED AS CL, MH, ML, PER ASTM D2487 WITH LIQUID LIMITS BETWEEN 40 AND 60 AND PLASTICITY
INDICES BETWEEN 15 AND 30. SATISFACTORY SOIL MATERIALS SHALL ALSO HAVE A MINIMUM STANDARD PROCTOR MAXIMUM DRY DENSITY OF 90 POUNDS PER CUBIC FOOT.
6.2. REMOVE VEGETATION, DEBRIS, UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE PRIOR TO PLACEMENT OF FILLS. PLOW, STRIP, OR BREAK-UP
SURFACES (SCARIFY) SO THAT FILL MATERIAL WILL BOND WITH EXISTING SURFACE.
6.3. FILLS SHALL BE PLACED ONLY AFTER INSPECTION AND ACCEPTANCE OF THE SUBGRAIDE BY THE ENGINEER.
6.4. REMOVE VEGETATION, DEBRIS, UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE PRIOR TO PLACEMENT OF FILLS. PLOW, STRIP, OR BREAK-UP
SURFACES (SCARIFY) SO THAT FILL MATERIAL WILL BOND WITH EXISTING SURFACE.
6.5. ALL BERM SOIL MATERIAL FILL AND BACKFILL SHALL BE PLACED IN LOOSE LIFTS (PRIOR TO COMPACTION) WITH A MAXIMUM THICKNESS OF EIGHT (8) INCHES. ALL FILL'AND BACKFILL WITHIN FIVE FEET OF CONDUITS,
STRUCTURES, OR DRAINS SHALL BE PLACED IN LOOSE LIFTS (PRIOR TO COMPACTION) WITH A MAXIMUM THICKNESS OF SIX (6) INCHES AND SHALL BE COMPACTED USING HAND HELD OR MANUALLY OPERATED
COMPACTION EQUIPMENT SUCH AS A SHEEPSFOOT COMPACTOR OR JUMPING JACK TYPE COMPACTOR.
6.6. ALL BERM FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY AT A MOISTURE CONTENT OF FROM -1 PERCENT TO +3 PERCENT OF THE
OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE STANDARD PROCTOR TEST (ASTM D-698).
ECU SITE AND SEEDING REQUIREMENTS
THE FOLLOWING ECU SITE AND SEEDING REQUIREMENTS ARE INCIDENTAL TO THE OVERALL PROJECT COST.
GENERAL: CONTRACTOR WILL BE RESPONSIBLE FOR 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 LANSCAPE 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 % INCH), CONCRETE, CONCRETE PIECES (GREATER THAN % INCH), AND DEBRIS
SHALL BE REMOVED FROM THE SITE. SCARIFICATION SHOULD BE DONE TO A MINIMUM OF 6 INCHES DEEP FOR PREVIOUS AREAS OF SITE. WORK MUST BE APP ORVED 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; LANSCAPE 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:
vRESIDENCE HALLS, DINING HALLS, AND ASSOCIATED AREAS RECEIVE ZOYSIA SOD. OUR CURRENT PREFERENCE IS COMPADRE ZOYSIA.
e ACADEMIC BULDINGS 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 SUPPPLIER. SUBMITTAL IS REQUIRED FOR APPROVAL PRIOR TO APPLICATION.
HEALTH SCIENCE CAMPUS RECEIVES BERMUDA SOD. OUR CURRENT PREFERENCE IS BLACKJACK BERMUDA. IF SEEDING, 2LBS./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.
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PO BOX 33068
RALEIGH, NC 27636-3068
PHONE: [phone]
FAX. [phone]
NC LICENSE #F-0102
sa @2014
CB,
7-3 DDICKSON
x (SEE SHEET 7) community infrastructure consultants
Transportation + WaterResources
Urban Development + Geomatics
720 Corporate Center Drive
Raleigh, NC 27607
j (v) 919.782.0495
17
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www.wkdickson.com
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`SHOP DRAWING SUBMITTAL SECTION:THE SHOP DRAWING SUBMITTALS REQUIRED FOR THIS PRODUCT INCLUDES PAVER MANUFACTURER'S/INSTALLATION SUBCONTRACTOR'S DRAWINGSAND DETAILS: INDICATE PERIMETER CONDITIONS, JUNCTION WITH OTHER MATERIALS, EXPANSION AND CONTROL JOINTS, PAVER LAYOUT, PATTERNS,COLOR ARRANGEMENT, AND SETTING DETAILS. INDICATE LAYOUT, PATTERN AND RELATIONSHIP OF PAVING JOINTS TO FIXTURES, PROJECT FORMEDDETAILS AND STRUCTURAL ANALYSIS FOR VEHICULAR APPLICATIONS USING ICPI PERMEABLE INTERLOCKING CONCRETE PAVEMENTS MANUAL.A. PERMEABLE CONCRETE PAVERS:1 PAVER MANUFACTURER'S CATALOG SHEETS WITH PRODUCT SPECIFICATIONS.2. FOUR REPRESENTATIVE FULL-SIZE SAMPLES OF EACH PAVER TYPE, THICKNESS, COLOR, AND FINISH. SUBMIT SAMPLESINDICATING THE RANGE OF COLOR EXPECTED IN THE FINISHED INSTALLATION.3. CERTIFICATION OF PRODUCT COMPLIANCE WITH ASTM C 936.4. MANUFACTURERS'MATERIAL SAFETY DATA SHEETS FOR THE SAFE HANDLING OF THE SPECIFIED PAVING MATERIALS AND OTHERPRODUCTS SPECIFIED HEREIN.5. PAVER MANUFACTURER'S WRITTEN QUALITY CONTROL PROCEDURES INCLUDING REPRESENTATIVE SAMPLES OF PRODUCTIONRECORD KEEPING THAT ENSURE CONFORMANCE OF PAVING PRODUCTS TO THE PRODUCT SPECIFICATIONS.SEQUENCE AND SPECIFICATIONS SECTION:PREPARATIONA. VERIFY THAT THE SOIL SUBGRADE IS FREE FROM STANDING WATER.B, STOCKPILE JOINT/OPENING FILLER, BASE AND SUBBASE MATERIALS SUCH THAT THEY ARE FREE FROM STANDING WATER, UNIFORMLY GRADED,FREE OF ANY ORGANIC MATERIAL OR SEDIMENT, DEBRIS, AND READY FOR PLACEMENT.C. EDGE RESTRAINT PREPARATION:1 . INSTALL CONCRETE CURBING EDGE RESTRAINTS PER THE DRAWINGS AT THE INDICATED ELEVATIONS.EXAMINATIONNOTE: THE ELEVATIONS AND SURFACE TOLERANCE OF THE SOIL SUBGRADE DETERMINE THE FINAL SURFACE ELEVATIONS OF CONCRETE PAVERS.THE PAVER INSTALLATION CONTRACTOR CANNOT CORRECT DEFICIENCIES EXCAVATION AND GRADING OF THE SOIL SUBGRADE WITH ADDITIONALBEDDING MATERIALS THEREFORE, THE SURFACE ELEVATIONS OF THE SOIL SUBGRADE SHOULD BE CHECKED AND ACCEPTED BY THE GENERALCONTRACTOR OR DESIGNATED PARTY, WITH WRITTEN CERTIFICATION PRESENTED TO THE PAVER INSTALLATION SUBCONTRACTOR PRIOR TOSTARTING WORK.D. ACCEPTANCE OF SITE VERIFICATION OF CONDITIONS;I . GENERAL CONTRACTOR SHALL INSPECT, ACCEPT AND CERTIFY IN WRITING TO THE PAVER INSTALLATION SUBCONTRACTOR THAT SITECONDITIONS MEET SPECIFICATIONS FOR THE FOLLOWING ITEMS PRIOR TO INSTALLATION OF INTERLOCKING CONCRETE PAVERS.AVERIFY THAT SUBGRADE PREPARATION, COMPACTED DENSITY AND ELEVATIONS CONFORM TO SPECIFIED REQUIREMENTS.B. PROVIDE WRITTEN DENSITY TEST RESULTS FOR SOIL SUBGRADE TO THE OWNER, GENERAL CONTRACTOR AND PAVERINSTALLATION SUBCONTRACTOR.CVERIFY LOCATION, TYPE, AND ELEVATIONS OF EDGE RESTRAINTS, CONCRETE COLLARS AROUND UTILITY STRUCTURES, ANDDRAINAGE PIPES AND INLETS.2. DO NOT PROCEED WITH INSTALLATION OF BEDDING AND INTERLOCKING CONCRETE PAVERS UNTIL SUBGRADE SOIL CONDITIONS ARECORRECTED BY THE GENERAL CONTRACTOR OR DESIGNATED SUBCONTRACTOR.INSTALLATION1 . ANY EXCESS THICKNESS OF SOIL APPLIED OVER THE EXCAVATED SOIL SUBGRADE TO TRAP SEDIMENT FROM ADJACENT CONSTRUCTIONACTIVITIES SHALL BE REMOVED BEFORE APPLICATION OF THE GEOTEXTILE AND SUBBASE MATERIALS.2. KEEP AREA WHERE PAVEMENT IS TO BE CONSTRUCTED FREE FROM SEDIMENT DURING ENTIRE JOB, GEOTEXTILES, BASE AND BEDDINGMATERIALS CONTAMINATED WITH SEDIMENT SHALL BE REMOVED AND REPLACED WITH CLEAN MATERIALS.3. DO NOT DAMAGE DRAINPIPES, OVERFLOW PIPES, OBSERVATION WELLS, OR ANY INLETS AND OTHER DRAINAGE APPURTENANCESDURING INSTALLATION. REPORT ANY DAMAGE IMMEDIATELY TO THE PROJECT ENGINEER.F. GEOTEXTILES1. PLACE ON BOTTOM AND SIDES OF SOIL SUBGRADE. SECURE IN PLACE TO PREVENT WRINKLING FROM VEHICLE TIRES AND TRACKS.2OVERLAP A MINIMUM OF 12 IN. THE DIRECTION OF DRAINAGE,PVC PIPESPROPOSED PVC PIPEOUTLET: 28.7'PROPOSED DOUBLECATCH BASIN CB 10-13INVERT 27.36'PLAN VIEWPERMEABLE PAVEMENTUNDERDRAIN TIE—IN DETAIL2� FOR PROPOSED CB 10-13t!__ 1,10) NOT TO SCALE
PO BOX 33068
—3068
RALEIGH NC 27636
PHONE: [phone]
FAX: [phone]
NC UCENSE #F-0102
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Urban Development + Geomatics
720 Corporate Center Drive
Raleigh, NO 27607
(v) 919.782.0495
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1. CONTRACTOR SHALL USE A PRE -CAST BIOFILTRATION MANUFACTURER PRODUCT THAT MEETS OR EXCEEDS THE MEASURED POLLUTANT REMOVAL PERFORMANCE
INDICATED IN TABLE I ON THIS SHEET. THIS PRODUCT SHALL ALSO MEET THE DIMENSIONS, DEPTHS AND SPECIFICATIONS AS INDICATED ON THESE PLANS.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE ENGINEER'S ACCEPTANCE AND APPROVAL OF THE SELECTED PRODUCT.
2. MANUFACTURED BOX MUST HAVE AH-28ORHIGHER TRAFFIC LOADING.
`
3.THE MANUFACTURED PRE -CAST BOX MUST MEET A8TMREQUIREMENTS. CONCRETE 'MUST MEET OREXCEED ACOMPRESSIVE STRENGTH {}F36OOPSI.
4.INSTALL PRE -CAST BIOFILTRATION SYSTEM AFTER SOUTH
' yVASH|NGTONSTREET WORK HAS BEEN COMPLETED. CONTRACTOR TOVERIFY SEWER LATERAL HAS 'BEEN
ABANDONED PRIOR TOPRE-CAST BIOFILTRATION SYSTEM INSTALLATION.
5.PRE-CAST BIOFILTRATION K8ANUFACTURERPRDDUCTBHALLHAVEACURB|NLETTHATT|E8|NTOTHEADJACENTPROPOSED2'~6'CURBANDGUTTER.TH||CURB|NLET
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Transportation + Water Resources
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720 Corporate Center Drive
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=) t_ I . ....... . — THE EXISTIN -, 11 10 z z D 0
0 �_ 0) T REPAIR ALL DISTURBED AREAS OUTSIDE OF ZONE 1 PLANTINGS WITH SOD� Do < LU C) m
0 : A PERMANENT RIPARIAN SEED MIX ,I . 0) D 0 rn
00-C! PLUNGE POOL -_ E, FOOT TRAFFIC IS ONLY ALLOWED FROM THE 2ND STREET ACCESS. < 0 0 Ac
�� Iq Common Name Scientific Name 11111111
(A 0 —
x 0C _j ALL PLANTING AREAS "I'll",
I'_ < - - 5 , Virginia Witdrye Elymus somehow . .
< [:�'. ,fjx',:;'-;,-,`, -
U -M F- ZONE I - RIPARIAN PLANTING Ix 4) -:,'. ,�
0 -ru L"'ZY�611A Switchgrass, Pankoen 14tvatum PLANTS SHALL BE INSTALLED IN THE EXISTING TURF GRASS, AS NO GRADING WILL BE REQUIRED ... ..... an 1� .
� Ci 0 Now* 11 A
a) z Little Blue Stem Whizachyrium scoparium ALONG THE BANKS FOR ZONE 1� LL a E LU
I- UJ a- I am �­� � -4
�
Z,-S:E ZONE 2 - LIVE STAKES I - >i., f" -4
uJ 7) M Soft Rush I juncus offusus, ............... C'S �, '2
M] PLANT ZONE I LU � :::�
!E 0 �_l Q! r. I., 0 z
0 0 T_ M UJ
o 0 o:t PLANTS SHALL BE INSTALLED IN STAGGERED ROWS. PLANT SPACING FOR ZONE I SHALL BE 1_1:� L I �: GJ
APPROXIMATELY EIGHT FEET G.V) ON CENTER WITHIN ROWS NTH A SPACING OF EIGHT FEET (8.0!) zt�., 0:
� 1W
ui 0 2! 1 $ �' I Q)
T_ X oq 1-11111111111-11 BETWEEN ROWS, PLANTING DENSITY IS APPROXIMATELY 680 STEMS PER ACRE AND WILL BE so, ��, t� U_
7I
�- F- c\j ZONE 2- LIVE STAKING TREE SPECIES COMPRISED OF AN EQUAL MIX OF BARE ROOT PLANTINGS AND 1 0 -GALLON CONTAINER PLANTS. . �
U_14_� � kD � 202, a
0 — - --------------------- - ... ..... . ---- — --------- 4�
00M Planting CONTRACTOR SHALL CHOOSE FROM THE LIST ABOVE AND NO MORE THAN 3 OF THE SAME SPECIES Q) '%;)
Uj _j - Common Name Scientific Name Percentage SHALL BE GROUPED TOGETHER. SEE DETAIL 11BBIP-12 FOR BAREROOT INSTALLATION AND DETAIL .0 �:
U) < 0", z �^ ;z
_r Z 4:; - 2/MNP­F FOR CONTAINER PLANT INSTALLATION. Inc 4 A f-, 6
� T5 in Silky dogwood Comes commove 50% r
cc to - V ,
off C Silky willow Salix solices? 25% PLANT ZONE 2 V7
zon I — lwllw�; � � r
0 ul a. Black willow Sake nigns 25% 1-11,111,111,11111,
F= a: 6 1 1 1 PLANT LIVE STAKES FROM LIST PROVIDED ABOVE. SEE DETAIL 3/BMP­13 FOR INSTALLATION
(O t- C) P) W
DM < INSTRUCTIONS. 1-z _j (A
a (:) 0 I-_ _j
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CC U_ _, PERMANENT RIPARIAN SEED MIX SHALL BE APPLIED TO ZONE I AREA AT A RATE OF 25 LBSIACRE. 0C i�
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SEE DETAIL 31BM -1 3 FOR
LIVE STAKE INSTALLATION
COIR FIBER MATTING
ZONE I GEOT TILE IIn V_E STAKES) � ZONE 1
EE DETAIL 3181UIP-13 FOR S WATER
)STING RIP �' ARM'B" FC}t�TER G}CK {3" ;I( 2' 15'):,
LI STAKE INSTALLATION FLOW SECTION A -A' CROSS SECTI ON BOULDER
_ ffFACING UPSTREAM) FILL OF EXISTING SOIL FROM
A A PROJECT OR TOP SOIL
EXISTING
EXISTING STREAM BAN){ STREAM
NK
g
SEE PLAN FOR
ARM 'B" LENGTH 1Y HEADER ROCK
NO GAPS
BETWEEN LOW -FLOW
ROCK
GIVE
% TO l+ SLOPE
BOTTOM WIDTH)
FIRST ROC){ _
TIED INTO ...
STREAM BANKROOTER
(MIN. SNACK ROC
FROM TOP OF STREAM BEC �
EXISTING RIP:: NOTE:
ELEVATION'
P) HEADER ANIS FOOTED, BOULDERS MUST EXISTING RIF' RAP
BE AT LEAST T X 2'X 1.5' FOOTER ROCK MIN, 3' BACK
FROM TOP OF
AR, 5A' PROFILE VIEW EXISTING
RIF RAP
PLAN VIEW NOTE. NO SLOPE FOR ARMS B & C
SINGLE :
DEFLECTOR — LEFT BANK
BMP -13 NOTTO SCALE
TOP OF BANK
NOTES BANIFULI
ELEVATION
04
1, INSTALL LIVE STAKES STARTING AT THE SANKFULI
ELEVATION WITHIN THE INSIDE OF THE SINGLE
NG [DEFLECTOR ON A 2'BY 2'TRIANGULAR
SPACING ANIS EXTENDING ONE ROW BEYOND THE:.
TOP OF BANK, BOTTOM OF SANK
2. DRIVE LIVE STAKES IN AT A RIGHT ANGLE TO THE
STREAM BANK USING A DEAD BLOW HAMMER.
3. STAKES SHOULD HAVE A DIAMETER IN THE RANGE
OF B. " TO 1.5". 791
1 2aa
k'
INSTALL. EROSION CONTROL
LINER OVER SEED PER
SEEDING SCHEDULE
Kolmleyvirl-lorn
RD BOX 33068
RAUDGH, NC 27636-3068
3468
PROBE. [phone] [phone]
NC UXENSE '-0102
@2414
D'M&SON
community infisedructure consultants
Transportation + Water Resources
Urban Development + Geornalke,
724 Corporate Center Drive
RaI91t K NO 27607
N) 919.782.0495
II1 919182X672
aMM�e
vWX
To
EAL
12" MAX OR TWO
041
NODULES EXPOSER
41
ESTABLISHER PLANT SHO ®# @@
FOR INFORMATION ONLY vAX+eat41011��� �
INSTALL .SPLIT 2" `4 X 3€I" REAL STC}L1T STA S
PER SPECIFICATIONS
BANKFULL
ELEVATION
EXISTING
RIP RAP
3{1"LIVE CUTTING
BLEND
(DORMANT) j
REA NOTE.
IF USING WOVEN COIR
FIBER MAT, INSTALL
LONG STRAW MULCH
BENEATH MAT,
3 LIVE STAKING -
M — `I NOT TO SCALE
AV
TCP OF HEADER ROC)*
ELEVATION .75'
ELEV: 10,75-
SEE DETAIL 318MP-1 3 FOR 4 RIP -RAP SWALE-
LIVE STAKE ,INSTALLATION ` M NOT TO SCALE
COIR FIBER MATTING
ZONE 2 V75' '
GEOT TILE M- TA ES} ZONE 1
A A'
21
ORDINARY "M
HIGH-WATER
MARK
HEADER ROCK
ELEA 6.2E W 6.75'±
FILL WITH
MATERIAL
UTILIZE EXISTING
COARSE MA . . •�.
FROM STREAM BELT
P FOR "
RI a S DIAMETER ANIS
TOE OF STREAM
ALLUVIUP! PROP
HEADWALL PLAN VIEW ELEV: 10.75'
WATER SEE DETAIL 31f3UR-13 FOR EXISTING RIF RAP ARIA'B" TOOTER BOCK T X 2' A 1:V
FLOW_ _ LIVE STAKE INSTALLATION . SECTION A -A' CROSS SECTION BOULDER }
A' FACING CSO STREAMS FILL OF EXISTING SOIL FROM
PROJECT OR TOP SOIL
EXISTING
EXISTING STREAM BANK STREAM EVEN MIX OF NCOOT
NK PROP TWO 7' DIA. BOB ,{ 1 CLASS 1- AND CLASS 2
. :.. .....�....... ,: APPROX.:'t� t.
SLOPE O" DEEP
X.20' TO ; 30'
SEE PLAN FOR
Y DEPTH 3. GRANITE BOULDER SILL.
PM'IT LENGTH HEADER ROCK (MINIMUM SIZE: #X2'X1.5'
1O CAPS'. m....
BETWEEN
ROCKS
u m
� T{} 4 l� SLOPE
BOTTOM WIDTH
"mss. �._ _.._. 11FIRST ROCKTIED INTO
m
FOOTER STREAM NIC ORDINARY
MIN.3 CK
ROCK I HIGH-WATER _,...m ._......
FROM TOIL OF MARK
UNDISTURBED
MOTE: EXISTING RIPS
HEADER ANIS FOOTER BOULDERS MUST P)
17
BE AT LEAST TX 2'X 1;F' FOOTER ROCK PROP CONC. APRON
CUT OFF WALL 6" #57
ARM'A' PROFILE VIEW (SEE STRUCTURAL) STONE ON
GEOTEXTILE
PLAN VIEW NOTE: NO SLOPE FOR ARMS B A C SECTION A -A' FABRIC
STREAM BEIM
ELEVATION
EXISTING RIP RAP
PLUNGE POOL DETAIL
5 SINGLE �' �' � NOT TO SALE
BMP -1 3 NOT TO SCALA'
ir Cq
wo
1:,.
Ci 0
�C
0�q
:INt; S
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R
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LL..
Cal I before you dig.
z
zitr Lu I
0'0
'4
CI 0
TOP OF BANK
NOTES BANIFULI
ELEVATION
04
1, INSTALL LIVE STAKES STARTING AT THE SANKFULI
ELEVATION WITHIN THE INSIDE OF THE SINGLE
NG [DEFLECTOR ON A 2'BY 2'TRIANGULAR
SPACING ANIS EXTENDING ONE ROW BEYOND THE:.
TOP OF BANK, BOTTOM OF SANK
2. DRIVE LIVE STAKES IN AT A RIGHT ANGLE TO THE
STREAM BANK USING A DEAD BLOW HAMMER.
3. STAKES SHOULD HAVE A DIAMETER IN THE RANGE
OF B. " TO 1.5". 791
1 2aa
k'
INSTALL. EROSION CONTROL
LINER OVER SEED PER
SEEDING SCHEDULE
Kolmleyvirl-lorn
RD BOX 33068
RAUDGH, NC 27636-3068
3468
PROBE. [phone] [phone]
NC UXENSE '-0102
@2414
D'M&SON
community infisedructure consultants
Transportation + Water Resources
Urban Development + Geornalke,
724 Corporate Center Drive
RaI91t K NO 27607
N) 919.782.0495
II1 919182X672
aMM�e
vWX
To
EAL
12" MAX OR TWO
041
NODULES EXPOSER
41
ESTABLISHER PLANT SHO ®# @@
FOR INFORMATION ONLY vAX+eat41011��� �
INSTALL .SPLIT 2" `4 X 3€I" REAL STC}L1T STA S
PER SPECIFICATIONS
BANKFULL
ELEVATION
EXISTING
RIP RAP
3{1"LIVE CUTTING
BLEND
(DORMANT) j
REA NOTE.
IF USING WOVEN COIR
FIBER MAT, INSTALL
LONG STRAW MULCH
BENEATH MAT,
3 LIVE STAKING -
M — `I NOT TO SCALE
AV
TCP OF HEADER ROC)*
ELEVATION .75'
ELEV: 10,75-
SEE DETAIL 318MP-1 3 FOR 4 RIP -RAP SWALE-
LIVE STAKE ,INSTALLATION ` M NOT TO SCALE
COIR FIBER MATTING
ZONE 2 V75' '
GEOT TILE M- TA ES} ZONE 1
A A'
21
ORDINARY "M
HIGH-WATER
MARK
HEADER ROCK
ELEA 6.2E W 6.75'±
FILL WITH
MATERIAL
UTILIZE EXISTING
COARSE MA . . •�.
FROM STREAM BELT
P FOR "
RI a S DIAMETER ANIS
TOE OF STREAM
ALLUVIUP! PROP
HEADWALL PLAN VIEW ELEV: 10.75'
WATER SEE DETAIL 31f3UR-13 FOR EXISTING RIF RAP ARIA'B" TOOTER BOCK T X 2' A 1:V
FLOW_ _ LIVE STAKE INSTALLATION . SECTION A -A' CROSS SECTION BOULDER }
A' FACING CSO STREAMS FILL OF EXISTING SOIL FROM
PROJECT OR TOP SOIL
EXISTING
EXISTING STREAM BANK STREAM EVEN MIX OF NCOOT
NK PROP TWO 7' DIA. BOB ,{ 1 CLASS 1- AND CLASS 2
. :.. .....�....... ,: APPROX.:'t� t.
SLOPE O" DEEP
X.20' TO ; 30'
SEE PLAN FOR
Y DEPTH 3. GRANITE BOULDER SILL.
PM'IT LENGTH HEADER ROCK (MINIMUM SIZE: #X2'X1.5'
1O CAPS'. m....
BETWEEN
ROCKS
u m
� T{} 4 l� SLOPE
BOTTOM WIDTH
"mss. �._ _.._. 11FIRST ROCKTIED INTO
m
FOOTER STREAM NIC ORDINARY
MIN.3 CK
ROCK I HIGH-WATER _,...m ._......
FROM TOIL OF MARK
UNDISTURBED
MOTE: EXISTING RIPS
HEADER ANIS FOOTER BOULDERS MUST P)
17
BE AT LEAST TX 2'X 1;F' FOOTER ROCK PROP CONC. APRON
CUT OFF WALL 6" #57
ARM'A' PROFILE VIEW (SEE STRUCTURAL) STONE ON
GEOTEXTILE
PLAN VIEW NOTE: NO SLOPE FOR ARMS B A C SECTION A -A' FABRIC
STREAM BEIM
ELEVATION
EXISTING RIP RAP
PLUNGE POOL DETAIL
5 SINGLE �' �' � NOT TO SALE
BMP -1 3 NOT TO SCALA'
R
'4

I folli vaffff&AfAulml"- "o
THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
ARE CONSIDERED A PART OF THESE PLANS:
STD. NO. TITLE
1101.01
WORK ZONE WARNING SIGNS
1101.02
TEMPORARY LANE CLOSURES
1101.03
TEMPORARY ROAD CLOSURES
1101.04
TEMPORARY SHOULDER CLOSURES
1101.05
WORK ZONE VEHICLE ACCESSES
1101.11
TRAFFIC CONTROL DESIGN TABLES
1110.01
STATIONARY WORK ZONE SIGNS
1110.02
PORTABLE WORK ZONE SIGNS
1115.01
FLASHING ARROW BOARDS
1130.01
DRUMS
1135.01
CONES
1145.01
BARRICADES
1150.01
FLAGGING DEVICES
1165.01
WORK VEHICLE LIGHTING SYSTEMS AND TMA DELINEATION
1170.01
POSITIVE PROTECTION
1180.01
SKINNY - DRUM
1205.01
PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
1205.02
PAVEMENT MARKINGS - TWO LANE AND MULTILANE ROADWAYS
1205.04
PAVEMENT MARKINGS - INTERSECTIONS
1205.07
PAVEMENT MARKINGS - PEDESTRIAN CROSSWALKS
1205.09
PAVEMENT MARKINGS - PAINTED ISLANDS
1205.11
PAVEMENT MARKINGS - RAILROAD CROSSINGS
1205.12
PAVEMENT MARKINGS - BRIDGES
1205.13
PAVEMENT MARKINGS - LANE REDUCTIONS
1250.01
RAISED PAVEMENT MARKERS - INSTALLATION SPACING
1251.01
RAISED PAVEMENT MARKERS - (PERMANENT AND TEMPORARY)
1261.01
GUARDRAIL AND BARRIER DELINEATORS - INSTALLATION SPACING
1261.02
GUARDRAIL AND BARRIER DELINEATORS - TYPES AND MOUNTING
INVEX OSE SHEETS
&IMEM �
TMP -1
TMP -2, TMP -2A
TMP -3 THRU TMP -10
TMP -11 THRU TMP -19,
AND TMP -27
TITLE
TITLE SHEET AND INDEX OF SHEETS
TRANSPORTATION OPERATIONS PLAN: (MANAGEMENT
STRATEGIES, GENERAL NOTES AND LOCAL NOTES)
TRAFFIC CONTROL PHASING
TRAFFIC CONTROL DETAILS
VEHICULAR DETOUR ROUTES
TMP -20 THRU TMP -26 PEDESTRIAN DETOUR ROUTES
SD -1
SPECIAL SIGN DESIGNS
PAVEMENT MARKING LINES
PA
- PAINT
(4"
WHITE,
2X)
PB
- PAINT
(4"
YELLOW,
2X)
PC
- PAINT
(4"
WHITE,
2X)
PD
- PAINT
(4"
WHITE,
2X)
PE
- PAINT
(4"
WHITE,
2X)
PF
- PAINT
(4"
YELLOW,
2X)
PG
- PAINT
(4"
YELLOW,
2X)
PH
- PAINT
(4"
YELLOW,
2X)
PI
- PAINT
(4"
YELLOW,
2X)
PR
- PAINT
(8"
WHITE,
2X)
PS
- PAINT
(8"
WHITE,
2X)
PV
- PAINT
(8"
YELLOW,
2X)
PX
- PAINT
(8"
WHITE,
2X)
P2
- PAINT
(24"
WHITE,
2X)
EDGELINE
EDGELINE
4" X 10' SKIP
4" x 2' MINISKIP
SOLID LANE LINE
4" `' X 10' SKIP
4" x 2' MINISKIP
SINGLE CENTER LINE
DOUBLE CENTER LINE
GORELINE
DIAGONAL
DIAGONAL
CROSSWALK
STOP BAR
QA -
PAINT
2X
(LEFT TURN ARROW)
QB -
PAINT
2X
(RIGHT TURN ARROW)
QC -
PAINT
2X
(STRAIGHT ARROW)
QD -
PAINT
2X
(COMBINATION STRAIGHT & LEFT TURN ARROW)
QE -
PAINT
2X
(COMBINATION STRAIGHT & RIGHT TURN ARROW)
QF -
PAINT
2X
(COMBINATION LEFT & RIGHT TURN ARROW)
QG -
PAINT
2X
(COMBINATION STRAIGHT, RIGHT, & LEFT TURN ARROW)
QI -
PAINT
2X
(ALPHANUMERIC CHARACTER)
LE GEICO
GENERAL
�u DIRECTION OF TRAFFIC FLOW
-■► DIRECTION OF PEDESTRIAN TRAFFIC FLOW
®- - - - l EXIST. PVMT .
NORTH ARROW
WORK AREA
SIGNALS
emat to mt,
"(DPROPOSED 0 TEMPORAR
TRAFFIC101 le P
CONTROL
BARRICADE (TYPE III)
CONE
DRUM Q SKINNY DRUM O TUBULAR MARKER
TEMPORARY CRASH CUSHION
FLASHING ARROW BOARD
FLAGGER
LAW ENFORCEMENT
TRUCK MOUNTED ATTENUATOR (TMA)
CHANGEABLE MESSAGE SIGN
TEMPORARY SIGNING
�Q PORTABLE SIGN
STATIONARY SIGN
p STATIONARY OR PORTABLE SIGN

X It' gA I ff L'lf#1 f
ADAPT THE TRAFFIC CONTROL PLANS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD CONDITIONS TO PROVIDE SAFE AND
EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD
DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE, OR RESULT IN DUPLICATE, OR UNDESIRED OVERLAPPING OF DEVICES.
MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING OR REMOVAL OF DEVICES.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT WHEN
OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER.
TIME RESTRICTIONS;
A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:
ROAD NAME DAY AND TIME RESTRICTIONS
READS CIRCLE 6:00 AM - 9:00 AM AND 4:00 PM - 7:00 PM
EVANS STREET MONDAY THRU FRIDAY
COTANCHE STREET
TIME RESTRICTIONS
B) DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND SPECIAL EVENTS AS FOLLOWS:
•11 I.p
s_
READE CIRCLE
EVANS STREET
COTANCHE STREET
HOLIDAY
LANE AND SHOULDER CLOSURE REQUIREMENTS:
D) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE CLOSURE OR WHEN
A LANE CLOSURE IS NO LONGER NEEDED, OR AS DIRECTED BY THE ENGINEER.
E) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 40 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN
SHOULDER USING NCDOT ROADWAY STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR
GUARDRAIL.
F) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5
FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS
THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL.
G) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF AN UNDIVIDED OR DIVIDED FACILITY,
CLOSE THE LANE ACCORDING TO BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN
WITHIN THE CLOSED TRAVEL LANE.
H) DO NOT WORK SIMULTANEOUSLY, ON BOTH SIDES OF AN OPEN TRAVELWAY, WITHIN THE SAME LOCATION, ON A TWO-LANE,
TWO-WAY ROAD.
I) DO NOT PERFORM WORK INVOLVING HEAVY EQUIPMENT WITHIN 15 FT OF THE EDGE OF TRAVELWAY WHEN WORK IS BEING
PERFORMED BEHIND A LANE CLOSURE ON THE OPPOSITE SIDE OF THE TRAVELWAY.
PAVEMENT EDGE DROP OFF REQUIREMENTS:
J) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN OPENED
TRAVEL LANE THAT HAS A DROP-OFF AS FOLLOWS:
BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER.
K) DO NOT EXCEED A DIFFERENCE OF 1.5 INCHES IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC. INSTALL ADVANCE
WARNING "UNEVEN LANES" SIGNS (W8-11) 500 FT IN ADVANCE OF THE UNEVEN AREA.
1. FOR ANY UNEXPECTED OCCURRENCE THAT CREATES UNUSUALLY HIGH TRAFFIC VOLUMES, AS TRAFFIC PATTERN ALTERATIONS
DIRECTED BY THE ENGINEER. L) NOTIFY THE ENGINEER AND CITY OF GREENVILLE TRANSPORTATION DEPARTMENT TWENTY ONE (21) CALENDAR DAYS PRIOR TO
ANY TRAFFIC PATTERN ALTERATION.
2. FOR NEW YEAR'S, BETWEEN THE HOURS OF 6:00 A.M. DECEMBER 31st TO 7:00 P.M. JANUARY 2ND. IF NEW
YEAR'S DAY IS ON A FRIDAY, SATURDAY, SUNDAY, OR MONDAY THEN UNTIL XX THE FOLLOWING TUESDAY.
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.
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.
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.
SIGNING:
M) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 100 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE
THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
WHEN NO WORK IS BEING CONDUCTED FOR A PERIOD LONGER THAN ONE WEEK, REMOVE OR COVER ALL ADVANCE WORK ZONE
WARNING SIGNS, AS DIRECTED BY THE ENGINEER.
N) PROVIDE PERMANENT SIGNING.
0) PROVIDE DETOUR SIGNING WITHIN AND OFF THE PROJECT LIMITS. OBTAIN APPROVAL OF DETOUR ROUTE FROM CITY OF
GREENVILLE BEFORE INSTALLATION OF DETOUR SIGNING.
P) COVER OR REMOVE ALL DETOUR SIGNS WITHIN AND OFF THE PROJECT LIMITS WHEN A DETOUR IS NOT IN OPERATION.
Q) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN.
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. R) INSTALL BLACK ON ORANGE "DIP" SIGNS (W8-2) 500 FT IN ADVANCE OF THE UNEVEN AREA.
9. FOR ECU FOOTBALL GAMES OCCURRING AT DOWDY FICKLEN STADIUM AND MEN'S BASKETBALL GAMES AT MINGES
COLISEUM BETWEEN 3 HOURS BEFORE THE START AND 3 HOURS AFTER THE END OF THE GAME.
CONSTRUCTION RESTRICTIONS:
C) DO NOT CONDUCT ANY HAULING OPERATIONS AGAINST THE FLOW OF TRAFFIC OF AN OPEN TRAVELWAY UNLESS THE WORK AREA
IS PROTECTED BY BARRIER OR GUARDRAIL OR OTHERWISE DIRECTED BY THE ENGINEER.
S) INSTALL BLACK ON ORANGE "BUMP" SIGNS (W8-1) 500 FT IN ADVANCE OF THE UNEVEN AREA.
TRAFFIC CONTROL DEVICES:
T) SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER THAN TWICE THE POSTED SPEED LIMIT (MPH), EXCEPT 10 FT
ON -CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY, WHEN LANE CLOSURES ARE NOT IN EFFECT.
U) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2 ATTACHED, OF SUFFICIENT LENGTH TO CLOSE ENTIRE
ROADWAY. STAGGER OR OVERLAP BARRICADES TO ALLOW FOR INGRESS OR EGRESS.
V) PLACE SETS OF THREE DRUMS PERPENDICULAR TO THE EDGE OF THE
TRAVELWAY ON 300 FT CENTERS WHEN UNOPENED LANES ARE CLOSED
TO TRAFFIC. THESE DRUMS SHALL BE IN ADDITION TO CHANNELIZING
DEVICES.

GENERAL NOTES (CONTINUED)
PAVEMENT MARKINGS AND MARKERS:
W) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE.
X) INSTALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY PAVEMENT MARKERS ON INTERIM LAYERS OF PAVEMENT
Y) REFER TO SECTION 1205 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012 FOR
APPLICATION TIMES AND TEMPERATURE CONDITIONS FOR PAVEMENT MARKINGS.
Z) PLACE AT LEAST TWO APPLICATIONS OF PAINT PAVEMENT MARKINGS ON THE FINAL WEARING SURFACE ON NEW ASPHALT
PAVEMENT. PLACE ADDITIONAL APPLICATIONS OF PAINT UPON SUFFICIENT DRYING TIME, AS DETERMINED BY THE ENGINEER.
AA) TIE TEMPORARY AND FINAL PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. DETERMINED BY THE
ENGINEER.
BB) REPLACE ANY PAVEMENT MARKINGS THAT HAVE BEEN DAMAGED BY THE END OF EACH DAY'S OPERATION.
CC) PLACE AT LEAST TWO APPLICATIONS OF PAINT ON NEW ASPHALT WITH TEMPORARY TRAFFIC PATTERNS WHICH WILL REMAIN
IN PLACE OVER THREE (3) MONTHS. PLACE ADDITIONAL APPLICATIONS OF PAINT UPON SUFFICIENT DRYING TIME, AS
DETERMINED BY THE ENGINEER.
DD) CONTRACTOR SHALL MAINTAIN ALL TEMPORARY PAINT PAVEMENT MARKINGS UNTIL COMPLETION OF THERMOPLASTIC PAVEMENT
MARKING INSTALLATION.
EE) BEFORE SHIFTING TRAFFIC TO NEW LOCATIONS, CONTRACTOR SHALL REMOVE ANY MARKINGS WHICH CONFLICT WITH THE NEW
TRAFFIC PATTERN(S).
MISCELLANEOUS:
FF) POLICE MAY BE USED TO MAINTAIN TRAFFIC THROUGH INTERSECTIONS.
GG) STOCKPILE EXISTING SIGNS FOR USE WHEN NEEDED IN TEMPORARY LOCATIONS DURING CONSTRUCTION.
HH) PER DIRECTION OF THE ENGINEER AND AS ACTUAL FIELD CONDITIONS WARRANT, THE CONTRACTOR SHALL ADJUST THE
SPACING OF ADVANCE SIGNING, PAVEMENT MARKINGS, LANE TAPERS AND CLOSURES, AND ASSOCIATED TRAFFIC CONTROL
DEVICES.
II) CONTRACTOR SHALL NOTIFY PROPERTY OWNERS PRIOR TO CONSTRUCTION ADJACENT TO EACH RESPECTIVE PROPERTY
AND PROVIDE AN ESTIMATED COMPLETION DATE. PROPERTY OWNERS ADJACENT TO EACH PHASE/AREA OF CONSTRUCTION
SHALL BE NOTIFIED AT LEAST TWO WEEKS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND/OR ROAD, INTERSECTION, AND/OR
DRIVEWAY CLOSURES AFFECTING EACH PROPERTY. MEETINGS, DOORHANGERS, PHONE CALLS, ETC. MAY BE USED TO INFORM
PROPERTY OWNERS.
JJ) CONTRACTOR SHALL COORDINATE WORK WITH OPERATIONS, SPECIAL EVENTS, AND NEARBY PROJECTS OCCURING AT ALL
LOCATIONS LISTED IN THE PROJECT SPECIFICATIONS INCLUDING BUT NOT LIMITED TO: U-3315 TENTH STREET CONNECTOR
AND CLEMENT RESIDENCE HALL CONSTRUCTION.
KK) ALL VARIABLE MESSAGE SIGN MESSAGES SHALL BE APPROVED BY THE ENGINEER OR THE CITY OF GREENVILLE PRIOR TO
DISPLAY.
LL) THE CONTRACTOR SHALL COORDINATE WITH THE CITY FOR TEMPORARY REMOVAL OF ON -STREET PARKING, AS NEEDED FOR
CONSTRUCTION ACCOMODATIONS.
WHERE APPROVED, THE CONTRACTOR WILL BE REQUIRED TO INSTALL TEMPORARY NO -PARKING SIGNING AND TEMPORARILY
COVER OR REMOVE EXISTING SIGNING. TEMPORARY SIGNING AND COVERS SHALL BE REMOVED UPON COMPLETION OF WORK WITHIN
THESE AREAS, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ANY VEHICLES IN CONFLICT WITH TEMPORARY
NO -PARKING SIGNS FOR THE DURATION OF THE PHASE (OR PROJECT).
PEDESTRIAN AND TRANSIT ACCESS / ACCOMMODATIONS
MM) CONTACT PUBLIC TRANSIT AGENCIES, EMERGENCY, FIRE, AND RESCUE AT LEAST THREE WEEKS PRIOR TO ROAD CLOSURE
AND/OR IMPLEMENTATION OF DETOUR ROUTE.
NN) DO NOT PLACE EQUIPMENT ON OR RESTRICT PEDESTRIAN MOVEMENTS ON SIDEWALKS AT ANY TIME WITHOUT APPROVED
DETOUR ROUTE, UNLESS OTHERWISE APPROVED BY THE CITY OR THE ENGINEER.
00) PEDESTRIAN ACCESS SHALL BE MAINTAINED ALONG ALL EXISTING SIDEWALKS AND PATHS FOR THE DURATION OF
CONSTRUCTION, UNLESS OTHERWISE DIRECTED OR APPROVED BY THE CITY OR THE ENGINEER. PROTECT PEDESTRIANS FROM
WORK AREAS BY USE OF TEMPORARY BARRIERS, SAFETY FENCE, AND OTHER DEVICES AS NECESSARY.
PP) REFER TO PROJECT SPECIFICATIONS TO ENSURE PLACEMENT OF CHAIN LINK FENCE AROUND ACTIVE WORK AREAS IN EACH
STEP OF CONSTRUCTION.
QQ) FOR BUSINESSSES ALONG READE CIRCLE ACROSS FROM ECU PROVIDE SIGNS TO NOTIFY PEDESTRIANS THAT BUSINESSES ARE
OPEN AND THAT DIRECTS THEM TO TEMPORARILY RELOCATED ENTRANCES IF NEEDED (SEE SPECIAL SIGN DESIGNS).
INTERSECTION/ROAD CLOSURES
RR) PROVIDE A MINIMUM TWO WEEK ADVANCE NOTIFICATION OF CLOSURES TO CITY OF GREENVILLE TRANSPORATION
DEPARTMENT.
SS) ENSURE THE CLOSURE OCCURS DURING OFF-PEAK HOURS; MINIMIZE DURATION OF CLOSURE. REFER TO INTERMEDIATE
CONTRACT TIMES LISTED IN THE PROJECT SPECIFICATIONS AND THE PHASING NOTES FOR TIME RESTRICTIONS.
TT) COORDINATE ALL INTERSECTION AND ROAD CLOSURES WITH THE CITY, PUBLIC TRANSIT AGENCIES., EMERGENCY, FIRE, AND
RESCUE AS WELL AS SPECIAL EVENTS.
UU) KEEP A TRAFFIC SIGNAL CONTRACTOR ON CALL TO TEMPORARILY DISCONNECT AND/OR REPLACE SIGNAL LOOPS DAMAGED
DURING CONSTRUCTION AS REQUIRED TO MAINTAIN SIGNAL OPERATIONS.
PLANS PREPARED BY:
Hey*
PO BOX 33068
RALEIGH, NC 27636-3068
PHONE: [phone]
FAX: [phone]
NC LICENSE *F-0102
©2015
WD KSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. UCENSE NO. F -W74
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KHA PROJECT:
015682000
DATE:
12-10-2015
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NOTE: CERTAIN STEPS MAY BE PERFORMED CONCURRENTLY AND/OR IN A SEQUENCE
OTHER THAN LISTED IN CONSTRUCTION PHASING WITH APPROVAL OF THE ENGINEER
OR CITY OF GREENVILLE AS LONG AS DRAINAGE CAN BE MAINTAINED.
PHA.SE1 (UTILITY CONSIORP UCTION)
PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL INSTALL
WORK ZONE ADVANCE WARNING SIGNS AS SHOWN ON RSD. 1101.01.
STEP 1
WHILE MAINTAINING TRAFFIC USING NCDOT ROADWAY STANDARD DRAWING 1101.02
AS NEEDED FOR TEMPORARY LANE CLOSURES, PERFORM THE FOLLOWING:
-INSTALL PORTABLE CONCRETE BARRIER AND ALL OTHER TRAFFIC
CONTROL DEVICES ALONG READE CIRCLE AS SHOWN ON SHEET TMP -3.
-PLACE TRAFFIC ON TEMPORARY PATTERN AS SHOWN ON SHEET TMP -3
-COMPLETE WATERLINE AND SANITARY SEWER INSTALLATION AS
SHOWN ON SHEET TMP -3
STEP 2
WHILE MAINTAINING TRAFFIC USING NCDOT ROADWAY STANDARD DRAWING 1101.02
AS NEEDED FOR TEMPORARY LANE CLOSURES, COMPLETE WATERLINE INSTALLATION
ALONG WASHINGTON STREET. MAINTAIN ACCESS TO PROPERTIES AT ALL TIMES.
ALL OTHER UTILITY WORK TO OCCUR WITHIN CULVERT CONSTRUCTION WORK AREAS AS
SHOWN ON PLANS. REMAINING UTILITY WORK MAY BE PERFORMED INDEPENDENTLY OF
ASSOCIATED CULVERT CONSTRUCTION UNDER THE FOLLOWING CONDITIONS:
- THE WORK WILL OCCUR AWAY FROM TRAFFIC
- THE WORK WILL REQUIRE ONLY TEMPORARY LANE CLOSURES
- CONTRACTOR HAS APPROVAL OF THE ENGINEER OR CITY OF GREENVILLE
PHASE 2 (CULVERT CONS TRUCTION)
PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL INSTALL
WORK ZONE ADVANCE WARNING SIGNS AS SHOWN ON RSD. 1101.01.
STEP 1
INSTALL DETOUR SIGNING AND IMPLEMENT TEMPORARY ROAD CLOSURE OF EAST THIRD
STREET AS SHOWN ON SHEET TMP -11 AND TMP - 12. UNDER CLOSURE, COMPLETE CONSTRUCTION
SHOWN ON SHEET TMP -4. UPON COMPLETION REMOVE ALL TRAFFIC CONTROL DEVICES
AND REOPEN ROAD. REFER TO PLANS AND SPECIFICATIONS FOR INTERMEDIATE CONTRACT
TIMES AND LIQUIDATED DAMAGES.
STEP 2
INSTALL DETOUR SIGNING AND IMPLEMENT TEMPORARY ROAD CLOSURE OF EAST FOURTH
STREET AS SHOWN ON SHEET TMP -13 AND TMP -20. UNDER CLOSURE, COMPLETE CONSTRUCTION
SHOWN ON SHEET TMP -4. UPON COMPLETION REMOVE ALL TRAFFIC CONTROL DEVICES
AND REOPEN ROAD. REFER TO PLANS AND SPECIFICATIONS FOR INTERMEDIATE CONTRACT
TIMES AND LIQUIDATED DAMAGES.
STEP 3
AWAY FROM TRAFFIC COMPLETE CONSTRUCTION SHOWN ON SHEET TMP -4.
STEP 4
INSTALL DETOUR SIGNING AND IMPLEMENT TEMPORARY ROAD CLOSURE OF EAST FIFTH
STREET AS SHOWN ON SHEET TMP- 14 AND TMP -21. UNDER CLOSURE, COMPLETE CONSTRUCTION
SHOWN ON SHEET TMP -4. UPON COMPLETION REMOVE ALL TRAFFIC CONTROL
DEVICES AND REOPEN ROAD. REFER TO PLANS AND SPECIFICATIONS FOR INTERMEDIATE
CONTRACT TIMES AND LIQUIDATED DAMAGES.
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STEP S
INSTALL DETOUR SIGNING AND IMPLEMENT TEMPORARY ROAD CLOSURE OF READE CIRCLE
AS SHOWN ON SHEET TMP -15 AND TMP -22.
WHILE MAINTAINING TRAFFIC USING NCDOT ROADWAY STANDARD DRAWING 1101.02
AS NEEDED FOR TEMPORARY LANE CLOSURES, PERFORM THE FOLLOWING AS SHOWN
ON SHEETS TMP -5 AND TMP -6:
- INSTALL TEMPORARY SIGNAL AND DO NOT ACTIVATE
- INSTALL TEMPORARY PAVEMENT MARKINGS AND REMOVE CONFLICTING MARKINGS
- INSTALL ALL TRAFFIC CONTROL DEVICES INCLUDING PORTABLE CONCRETE BARRIER,
TEMPORARY CRASH CUSHIONS, AND TEMPORARY SHORING REQUIRED FOR MAINTENENCE
OF TRAFFIC
- ACTIVATE TEMPORARY SIGNAL AND PLACE TRAFFIC ON TEMPORARY PATTERN
WITHIN CLOSURE, COMPLETE CONSTRUCTION AS SHOWN ON SHEETS TMP -5. UPON COMPLETION
REMOVE DETOUR SIGNING AND REOPEN ROAD. REFER TO PLANS AND SPECIFICATIONS FOR
INTERMEDIATE CONTRACT TIMES AND LIQUIDATED DAMAGES.
STEP 6
INSTALL DETOUR SIGNING AND IMPLEMENT PARTIAL INTERSECTION CLOSURE OF READE CIRCLE
AND COTANCHE STREET AS SHOWN ON SHEET TMP- 16, TMP- 17 AND TMP -23.
WHILE MAINTAINING TRAFFIC USING NCDOT ROADWAY STANDARD DRAWING 1101.02
AS NEEDED FOR TEMPORARY LANE CLOSURES, PERFORM THE FOLLOWING AS SHOWN
ON SHEET TMP -7:
- MAINTAIN SB COTANCHE TEMPORARY LANE CLOSURE INSTALLED DURING PHASE 5
- RESTORE 1 WAY TRAFFIC PATTERN ALONG READE CIRCLE
- INSTALL ALL TRAFFIC CONTROL DEVICES INCLUDING RESETTING PORTABLE CONCRETE
BARRIER, TEMPORARY CRASH CUSHIONS, AND TEMPORARY SHORING REQUIRED FOR
MAINTENENCE OF TRAFFIC
- OPERATE PHASE 1 TEMPORARY SIGNAL ON FLASH AND PLACE TRAFFIC ON TEMPORARY PATTERN
WITHIN CLOSURE, COMPLETE CONSTRUCTION AS SHOWN ON SHEET TMP -7. UPON COMPLETION
REMOVE DETOUR SIGNING AND REOPEN ROAD. REFER TO PLANS AND SPECIFICATIONS FOR
INTERMEDIATE CONTRACT TIMES AND LIQUIDATED DAMAGES.
STEP 7
WHILE MAINTAINING TRAFFIC USING NCDOT ROADWAY STANDARD DRAWING 1101.02
AS NEEDED FOR TEMPORARY LANE CLOSURES, PERFORM THE FOLLOWING AS SHOWN
ON SHEET TMP -8:
- INSTALL TEMPORARY TRAFFIC SIGNALS AT READE CIRCLEICONTANCHE STREET,
READE CIRCLEIEVANS STREET AND AT READE CIRCLEIDICKINSON AVENUE
INTERSECTIONS AND DO NOT ACTIVATE.
- TEMPORARILY REMOVE MEDIAN AND PATCH PAVEMENT TO ACCOMMODATE
TRAFFIC SHIFT
- INSTALL TEMPORARY PAVEMENT MARKINGS AND REMOVE CONFLICTING MARKINGS
- INSTALL ALL TRAFFIC CONTROL DEVICES INCLUDING RESETTING PORTABLE CONCRETE
BARRIER, TEMPORARY CRASH CUSHIONS, AND TEMPORARY SHORING REQUIRED FOR
MAINTENENCE OF TRAFFIC
- PLACE TRAFFIC ON TEMPORARY PATTERN AND ACTIVATE TEMPORARY SIGNALS
AWAY FROM TRAFFIC AND BEHIND BARRIER, COMPLETE CONSTRUCTION AS SHOWN ON TMP -8
STEP 7A
INSTALL DETOUR SIGNING AND IMPLEMENT PARTIAL INTERSECTION CLOSURE OF READE CIRCLE
AND EVANS STREET AS SHOWN ON SHEET TMP -18 AND TMP -25.
WHILE MAINTAINING TRAFFIC USING NCDOT ROADWAY STANDARD DRAWING 1101.02
AS NEEDED FOR TEMPORARY LANE CLOSURES, PERFORM THE FOLLOWING AS SHOWN
ON SHEET TMP -9:
- MAINTAIN TEMPORARY TRAFFIC SIGNALS AT READE CIRCLEICONTANCHE STREET AND
READE CIRCLEIDICKINSON AVENUE
- UPDATE TEMPORARY SIGNAL FOR NEW TRAFFIC PATTERN AT READE CIRCLEIEVANS STREET
- INSTALL ALL TRAFFIC CONTROL DEVICES INCLUDING RESETTING PORTABLE CONCRETE
BARRIER, TEMPORARY CRASH CUSHIONS, AND TEMPORARY SHORING REQUIRED FOR
MAINTENENCE OF TRAFFIC
- PLACE TRAFFIC ON TEMPORARY PATTERN AND ACTIVATE UPDATED TEMPORARY SIGNAL
AWAY FROM TRAFFIC AND BEHIND BARRIER, COMPLETE CONSTRUCTION AS SHOWN ON SHEET TMP -9
PLANS PREPARED BY:
Kimley»>H
PO BOX33068
RALEIGH, NC 27636-3068
PHONE: [phone]
FAX: [phone]
NC LICENSE *F-0102
©2015
FVDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
STEP / 'JQ wY (fl 919.782.9672
ww.wkdlckson.com
NC. UCENSE NO. F-0374
WHILE MAINTAINING TRAFFIC USING NCDOT ROADWAY STANDARD DRAWING 1101.02
AS NEEDED FOR TEMPORARY LANE CLOSURES, PERFORM THE FOLLOWING AS SHOWN
ON SHEET TMP -9A: ,,��p��`� •. ! 0 �y'
- INSTALL FINAL TRAFFIC SIGNALS AT READE CIRCLEICONTANCHE STREET, E L
READE CIRCLEIEVANS STREET AND AT READE CIRCLEIDICKINSON AVENUE INTERSECTIONS 026480 '\
AND DO NOT ACTIVATE.`a0�
- RESTORE EXISTING TRAFFIC PATTERNS USING TEMPORARY PAVEMENT MARKINGS (PAINT) �0 6���\'\`
AND REMOVE CONFLICTING MARKINGS
- INSTALL ALL TRAFFIC CONTROL DEVICES �■
- PLACE TRAFFIC ON TEMPORARY PATTERN AND ACTIVATE SIGNALS
- COMPLETE MEDIAN CONSTRUCTION ALONG READE CIRCLE AS SHOWN
STEP 7C
WHILE MAINTAINING TRAFFIC USING NCDOT ROADWAY STANDARD DRAWING 1101.02
AS NEEDED FOR TEMPORARY LANE CLOSURES, PERFORM THE FOLLOWING AS SHOWN
ON SHEET TMP -98:
- INSTALL ALL TRAFFIC CONTROL DEVICES
- BEGIN NEW CURB AND GUTTER AND SIDEWALK CONSTRUCTION ALONG READE CIRCLE
- UPON COMPLETION, PLACE FINAL LAYER OF ASPHALT AND FINAL PAVEMENT
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PItt County, NC The project sIte begIns at Ist Street and follows the exIstIng dItch Itne , I "I 11 %, " 11 , I"
t�: to East 4th Street, tIL-n follows the ex1st[ng culvert to South WashIngton Street and 'I'll" "I"', .1 I'll, 1%111 "Ie" 111%,, �%,%' \ \'-'1-1-1 .......... .. � "'�------- ...... -.'-1--1---'-'-'-'-- ... � ...... _
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West 9th Street T/L- Town Creek Culvert Storm Draln Improvements project Involves \ , I',, 11 ; 11 , \ , ".1- ........ ... -'.
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the replacement of t/L- exlstfng culvert and some streetscope Improvements along Reade , , 11\ 11 "I 11 �' \ \1 , 1\
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CIrcle. It Is belng constructed by the CIty of GreenvIlle. Approx1mately 11B acres wlll I ' 11 11 % \1 "I 11 '�' --.111 -,". "
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I/ 11 // '� 11 11 ' " �"' (D 919.782.9672
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r CONSTRUCTION
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� CONSTRUCTION ACCESS
IS"® 6 NOTE
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CONSTRUCTION CESS 2®.3m
c ' a I CONTRACTOR SHALL NOT INSTALL. ANY PORTABLE TOILETS IN THE VICINITY OF
cJ a CONSTRUCTION ACCESS 2,3,AND 6
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CONSTRUCTION ACC 55
VIA IST STREET
CONSTRUCTION ACCE
VIA IST STREET
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I. CONTRACTOR TO USE EXTREME CARE WHEN USING ROADS/ PARKING LOTS FOR 1. CONTRACTOR TO RESTORE THE STOCKPILE AND STAGING AREA TO
ACCESS. CONTRACTOR TO PROVIDE PRELIMINARY VIDEO AND VISUAL INSPECTION ORIGINAL CONDITIONS AND TO THE SATISFACTION OF THE OWNER,
OF THE ACCESS ROAD TO DOCUMENT EXISTING CONDITIONS PRIOR TO PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
CONSTRUCTION IN ORDER TO ENSURE THAT IT IS LEFT IN PRE -CONSTRUCTION
CONDITION. SUPPLY VIDEO AND VISUAL INSPECTION RESULTS TO THE CITY FOR 2. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL MEASURES
THEIR RECORDS. ANY IMPERFECTIONS CAUSED BY THE CONTRACTOR WILL BE AND PREVENT MUD TRACKING INTO ROADWAY DURING CONSTRUCTION AND
REPAIRED AT THE CONTRACTOR'S EXPENSE (PAVEMENT, CURB, WALLS, SIDEWALK, HAULING OPERATIONS BY USE OF GRAVEL CONSTRUCTION ENTRANCES.
GRASS). ANY EXTRA WORK CAUSED BY ACCESSING THE SITE (VIDEO AND < INSPECTING
EXISTING CONDITIONS, REPAIRING ANY DAMAGE) IS INCIDENTAL TO THE PROJECT. J. CONTRACTOR TO COORDINATE WITH ALL ADJACENT DEVELOPMENT.

PLANS PREPARED BY:
CONSTRUCTION SEQUENCE
RIP RAP (6015)
GRASS -LINED CHANNELS (6.30)
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CONSTRUCTION SPECIFICATIONS
CONSTRUCTION SPECIFICATIONS
CONSTRUCTION SPECIFICATIONS MAINTENANCE
I. Hold preconstructlon conference at least one week prior to starting construction
and Invite NCDEMLR LOS contact number Is 252 946-6481.
subgrade Preparation - Prepare the subgrade for riprap and filter to the required
/Ines and.grades shown on the plans. Compact any flll required In the subgrade
I. Remove all trees, brush, stumps, and other objectionable During the establishment period, check grass-I1ned channels after
from the foundation
PO BOX 33068
RALEIGH, NC 27636-3068
PHONE: [phone]
to a denslfy a roxlmating that of the surroundln undls urbed material or overfill
material area and dispose ofproperly. eve rainfall. After grass Is establlshed
677-2050
2. Fla the work limits for protection.
9 Pp
depresstons wIth r1 ro .Remove brush trees stumps
p amps and other obJectlonal
channel; check It after eve he rainfall eve�iImmediatelythe
every �y
2. Excavate the channel and shape It to neat lines and make repairs. It Is Important to check the channel
NCXLICEN #F-0102
©2015
J. Prior to any land disturbing (Includin demolition) activltles, Install silt/tree
material. Cut the subgrade sufficiently deep that the finished grade of the riprap
particularly
dimensions shown on the 0.2 -ft for bank
fence, Inlet
will be at the elevation of the surrounding area. Channels should be excavated
plans plus a overcut around outlet and all road crossings stability and evidence of
protection construction entrance, protection, and all other
sufficiently to allow placement of the riprop In a manner such that the finished
the channel perimeter to allow for bulking during seedbed piping or scour hales. Remove all significant sediment accumulationsWK
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erosion control devices.
inside dimensions and grade of the riprap meet design specifications.
preparations and sod buildup. to maintain the designed carrying capacity. Keep the grass In a
healthy, times, It Js the
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infrastructure
4. In accordance with the erosion control plans, Install culvert, stream Improvements, and
place reinforced silt fence as shown. Place additional erosion control mottln and
g
Sand and gravel filter blanket - Place the filter blanket Immediately after the ground
vigorous condition at all since primary
J. Remove and properly dispose of all excess soil so that erosion protection for the channel.
community consultants
Transportation + Water Resources
Urban Development + GeomaUcs
re
stabilize 2:1 slopes as Indicated. Modify silt fence placement around work area
foundation Is prepared. For ravel, spread filter stone In a uniform layer to the
g
specified depth. Where more than one layer of filter material Is used, spread ead the
surface water may enter the channel freely
y
720 Corporate Drive
Raleigh, NC 27607
as necessary, place silt fence around all temporary crossings and culverts needed.
l ers with minimal mixing.
4. The procedure used to establish grass In the channel will
cv> 919.782.0495
(f 919.782.9672
5. Complete final grading for roadway and sldewalk.
Synthetic filter fabric - Place the cloth filter directly on the prepared foundation.
depend upon the severity of the conditions and selection of species.
Protect the channel with mulch or a temporary liner sufflclent to
www.wkdickson.com
6. Finish grading of slopes, topsoil critical areas and permanently vegetate, seed
Overlap the edges by at least 12 Inches, and space anchor pins every 3 ft along
withstand anticipated velocities during the establishment period.
NC. LICENSE NO. (0374
and mulch.
the overlap. Bury the upstream end of the cloth a minimum of 12 Inches below
ground and where necessary, bury the lower end of the cloth or overlap with the
7. All graded areas will be seeded, fertilized and mulched according to NCDOT
next section as required. Take care not to damage the cloth when placing riprop.
specifications to maintain a vigorous, dense, vegetative cover within 7 to 14 days
If damage occurs remove the riprap and repair the sheet by adding another layer
VEGETATIVE PLAN (NCDENR 6°II)
or sooner of completion of any phase of grading. Refer to the latest NPDES
of filter material with a minimum overlap of 12 Inches around the damaged area.
_
Rules dated August 2011 for more Information on ground stabilization
requirements. In summary, perimeter dikes, swoles, ditches, slopes steeper than
If extensive damage Is suspected, remove and replace the entire sheet.
SEEDING SCHEDULE SEEDING SPECIFICATIONS
�- 26480 .�,
3a, and high quality QW) zones should be stabilized within 7 days. All other
areas and slopes shall be stabilized wlthln 14 days. If work on the project
Where large stones are used or machlne placement Is difficult o 4 -Inch layer of
fine ravel or sand m be needed to rotect the filter cloth.
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Shoulders, Side Ditches, Slopes (3:1)'x'°
l) After rough grading is completed till soil In areas to be
.
° ° ° ° ° ° 5
ceases for more than the above mentioned length of time, all disturbed areas
Date Type Planting Rate seeded and planted to o depth of six Inches.
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shall have temporo vegetative ground cover established and erosion control
ry
devices maintained.
Stone Placement - Placement of r/ ro should follow Immediate/ after placement
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filter. -graded
Aug. 15 -Nov. l .Tall Fescue 250 lbs✓acre 2) Apply agricultural lime, fertilizer, and superphosphate to
2 r'%,,1
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8. All erosion and sediment control practices will be inspected weekly and
of the Place riprap so that if forms a dense, well mass of stone with
G minimum of voids. The desired dlsbrlbutlon of stones throughout the mass m
g may
Nrn,, /-mar. l .Tall Fescue 250 lbs✓acre disturbed areas to be vegetated.
&Abruzzi Rye 25 lbs✓acre 135 lbs. llmestone/1000 s ft. (3 tons/acre) or based on soil
after rainfall events. Needed repairs will be made Immediately.
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be obtained by selective loading at the quarry and controlled dumping during
fin placement. Place riprap to Its full thickness In one operation. Do not place
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Mar. l -Apr. i5 Tall Fescue 250 lbs✓acre test
Apr. I5 -Jun.
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9. Estimated time before final stabilization Is 24 months.
rI ra b dum
p p y ping through chutes or other methods that cause segregation of
stone Take to dislodge the base filter
l5 Hulled Common Bermudagrass 12 lbs✓acre
Jun. l5 -Aug. l5 Tall Fescue 250 lbs✓acre 35 lbs.10-10-10 fertilizer/1000 sq. ft. (1500 lbs/acre)
SSS/
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sizes. care not underlying or when placing
& Browntop Millet * 35 lbs./acre 40 lbs. 50% superphosphate/1000 sq. ft. (1750 lbs/acre)
l0. Site Includes approximately 6.9 acres of permanent vegetation area.
the stones.
or Sorghum -Sudan Hybrids= 30 lbs./acre 3) Disk nutrients Into soll to a depth of six Inches until
ll. AFTER SITE IS STABILIZED, construction entrances, and construction sta Ing
The finished slope should be free of pockets of small stone or clusters of large
Slopes (3:1 to 2.1) surface Is uniform and free of large dirt clods.
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and material area stockpile areas, and all other erosion control devices shall be
removed, restored as existing, and permanent/ vegetated as described in the
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stones. Hand placing may be necessary to achieve the proper distribution of
stone sizes to produce a relative/ smooth,
p y uniform surface. The finished grade
4) Seeding permanent gross
Marl -Jun./ Serlceo Lespedezo (scarified) 50 lbs✓acre g p g
and 3.0 lbs. KY -3l tall fescue/1000 sq. ft. (130 lbs✓acre) during
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maintenance and vegetative plan.
Contractor must receive permission by project Inspector before any measures are
of the r1prop should blend with the surrounding area. No overfall or protrusion of
rI ro should be apparent.
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(Mar./ -Apr. 15) Add To// Fescue 250 lbs✓acre February l5 through May 15 or August 15 through
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''�y���„��,,,,,o••�°aSEAL
removed.
(Mar.I-Jun. 30) or Add Weeping Lovegrass 5 lbs/acre November 15.
MAINTENANCE
(Mar.I-Jun. 30) or Add Hulled Common Bermudagrass 8 lbs✓acre -OR-
MAINTENANCE
Jun. l -Sep. I .Tall Fescue -x* 250 Ibs./ocre 3.0 lbs. KY -3l tall fescue and 2.0 lbs. annual ryegross/I000
& Browntop Millet ��= 35 IbsJacre
Follow the construction sequence throughout project development. Adequate erosion
Inspect channels at regular Intervals as well as after major rains and make repairs
promptly. Give special attention to the outlet and Inlet sections and other points
P� Po
s ft. durin November 15 through February 15.
or Sorghum -Sudan Hybrids 30 lbs./acre sq -g y
Sep. l -Mar. l Lespedeza
and
and sediment control measures must be Installed, maintained and adjusted as needed
durin the demo/lt/on or c/earin and rubble t
g g g g phases as well as hroughout the life of
where concentrated flow enters. Carefully check stability at road crossings and
Serlcea 5) Mulch seeded area with small rain straw at 90 1bs/1000
g
(unhulled-unscarJfled) 70 lbs./acre sq. ft. (2 tons/acre). Spread Approximately/2
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and until �ermonent vegetation on the project Is established. When changes In
look for indications of 1 In scour holes or bank failures. Make repairs
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Immediately. Maintain all vegetation adjacent to the channel In o healthy,
uniformly.
&Tal! Fescue 250 lbs✓acre p y
be to blocking
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constructlon activities are needed, amend the se uence schedule Jn advonce to
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maintain management control.
vigorous condition to protect the area from erosion and scour during out -bank
(Nov. l -Mar. 0 Add Abruzzi of ground surface should visible avoid
Rye 25 lbs./acre
sunlight to seedlings. On areas where the ground
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flow. Control of weed and brush growth may be needed In some locations.
Consult Conservation Engineer or Soll Conservation Service surface equals or exceeds a 3:1 slope,ond In the Inverts
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Notification of Land Resources Sediment and Erosion Control Self-Inspectlon Program:
for additional Information concerning other alternatives for of all drainage swales, tack mulch with asphalt emulsion
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The Sedimentation Pollution Control Act was amended In 2006 to require that
vegetation of denuded areas. The above vegetation rates are ata rate of 450 gallons emulsion per acre of straw.
those which do well under local conditions.- other seeding rote
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persons responsible for land-dlsturbin activltles Inspect a protect after each
phase of the project to make sure that he approved eroslon an sedimentation
d
combinatlons ore possible. 6) Mulch around shubbery and trees with pine straw to depth
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control plan Is being followed. Rules detailing the documentation of these
of 3 Inches.
* Temporary- - Reseed according to optimum season for
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lnspectlons took effect October 1, 2010. To slm llfy documentation of Self-
Inspection Reports and NPDES Self -Monitor ng Reports, a combined form Is now
LAND GRADING (6.02)
desired 7) Temporary cover
permanent vegetation. Do not allow temporary cover to Po y
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avalloble.The new form was developed to satisfy the requirements of the Sedlmentatlon
l.0 lbs. brown to mlllet/1000 s . ft. M t
grow over l2 Inches In height before mowing, otherwise, fescue P q May through August 25.
-OR -
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Pollution Control Act and tt�e NPDES Stormwoter Permit t or Construction Activltles,
may
may be shaded out.
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NCG 010000. Beglnningg August 1, 2013, the DJvislon of Energy, Mineral, and Land
1.0 lbs. annual ryegross/J000 sq. ft. August 25 through April.
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Resources is respons7b/e ar administer/ng both the SPCA and the NPDES Stormwater
Permit for Constructlon Activities, NCG 0!0000. The combined form should make It
CONSTRUCTION SPECIFICATIONS
NOTE: For Wetland, Buffer, and Reforestation areas ,
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easier to comply with self -Inspection requirements.
see Sheet EC -18 for seed mix and plantings.
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The Combined Self -Monitoring form Is available as a PDF and Word document from
I. Construct and malntaln all erosion and sedimentation control practices and
measures In accordance with the approved sedlmentatlon control plan and
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the Land Quality web sltehttfi.-Ilportal.ncdenr.org/web//r/eros/on
construction schedule.
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If You have Questions, please contact the Land Quality Section at a DENR Regional
Office at 252-946-6481.
good
2. Remove good topsoil from areas to be graded and filled and reserve
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TOPSOILING (6.04)
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It for use finJshing the grading of all critical areas.
CONSTRUCTION SPECIFICATIONS
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If the same person conducts the land-dlsturbJng activity & any related borrow or waste
activl ,the related borrow or waste activlty shall constitute part of the land -disturbing
J. Scarify areas to be topsoiled to o minimum depth of 2 Inches before
MATERIALS
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activl unless the borrow or waste activity Is regulated under the Mining Act of 1971,
placing topsoil.
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or Is a landfill regulated by the Division of Waste Mona ement.If the land -disturbing
activity and any related borrow or waste activity are no conducted by the same person,
4. Clear and grub areas to be filled to remove trees, vegetation, roots, or
Determine whether the quality and quantity of available topsoil justlfles selective Temporary seeding - Protect topsoil stockpiles by temporarily seeding per
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the shall be considered serrate land -dlsturbin activities and must be
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other objectionable material that would affect the /armed stability of the fill.
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handling. Quality topsoil has the following characteristics: the latest NPDES rules.
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throw�ggh the Sedimentation Pollution Control Act as a one -use barrow site or through
the IVIlning Act.
5. Ensure that fill material Is free of brush, rubbish, rocks, logs, stumps,
Texture -loam, sandy loam, and silt loam are best; sandy clay loam, silty clay Permanent vegqetation - If stockpiles will not be used within 12 months they
ti
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building debris, and other materials Inappropriate for constructing stable fills.
loam, clay loam, and loamy sand are fair. Do not use heavy clay and organic must be stablllzed with permanent vegetation to control erosion and weed
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soils such as peat or muck as topsoil. growth.
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6. Place all fill In layers not to exceed 9 Inches In thickness, and compact
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MAINTENANCE PLAN
the layers as required to reduce erosion, slippage, settlement, or other
Organic matter content - (sometimes referred to as "humJc matter") should be SITE PREPARATION
greater than l.57. by weight.
related problems.
Before spreading topsoil, establish erosion and sedimentation control practices
Acidity be than 3.6 before liming, 11ming Is if diversions, berms, dikes, basins.
I. The Contractor shall check all erosion and sediment
7. Do not Incorporate frozen material or soft or highly compressible
pH should greater and required such as waterways, and sediment
I Is less
control practices for stability and operation following every
materials Into fill slopes.
than 6.0.
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runoff producingrainfall but In no case less than once every
Grading - Maintain grades on the areas to be topsoiled according to the
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week. An neededrepairs will be made immediately by the
8. Do not place fill on a frozen foundation, due to possible subsidence and
Soluble salts - should be less than 500 ppm. approved plan and do not alter them by adding topsoil.
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Contractor to maintain all practices as designed. Also per
National Pollutant Discharge Elimination System (NPDES)
slippage.
Sodium - sodium adsorption ratio should be less than 12. Liming of subsoil - Where the pH of the existing subsoil Is 6.0 or less, or the
Is heavy Incorporate limestone In
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general stormwater permit, a rain gauge must be Installed
9. Keep diversions and other water conveyance measures free of sediment
soil composed of clays, agricultural amounts
The depth of material the be least 2 Inches. by tests for the to be
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on site. The rain gauge must be kept onsite and Inspections
during all phases of development.
meeting above qualifications should at recommended soil or specified seeding mixture used.
Py the Contractor must be made and logged after every half
Soil factors such as rock fragments, slope, depth to water table, and layer Incorporate lime to a depth of at least 2 Inches by dlsking.
thickness the topsoil.
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Inch of rainfall and once a week.
l0. Handle seeps or springs encountered during construction In accordance
affect ease of excavation and spreading of
with approved methods.
Roughening - lmmedlately prior to spreading the topsoll. loosen the subgrade
Generally, the the
2. The Contractor shall remove sediment from erosion control o
upper part of soil, which Is richest In organic matter, Is most by dlsking or scarifying to a depth of at least 4 Inches, to ensure bonding of
desirable; however, material excavated from deeper layers be the topsoil If have been Incorporated, loosen
devices when storage capacity has been approximately 50/
1l. Permanently stabilize all graded areas Immediately after final ggrodingg Is
may worth storing and subsoil. no amendments
if It meets the other crlterla listed above. the soil to depth of at least 6 Inches before spreading topsoil.
filled. Gravel will be cleaned or replaced when the
completed on each area In the grading plan per NPDES Sall Stabl11zatlon
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sediment pools no longer drains properly.
Timeframes.
Organic soils such as mucks and peats do not make good topsoil. They can be SPREADING TOPSOIL
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12. Show topsoil stockpiles, borrow areas, and spoil areas on the plans, and
identified by their extremely light weight when dry.
Do topsoil It Is frozen Is
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fence when It becomes 0.5 feet deep at the
make sure they are adequately protected from erosion. Include final
not spread while or muddy or when subgrade
STRIPPING
ac
fence.fence. Silt fence will be repaired as necessary
p ry
stabilization of these areas In the plan.
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wet or frozen. Correct any Irregularities in the surface that result from
topsoiling or other operations to the formation of depressions or
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to maintain o barrier.
prevent
MAINTENANCE
Striptopsoil only from those areas that will be disturbed by excavation, filling, water pockets.
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4. The Contractor shall fertilize, reseed as necessary, and
roodbul/ding, or compaction by equipment. A 4 to 6 -Inch strlpping depth is common,
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mulch all seeded areas according to specifications In the
Periodically check al/ graded areas and the supporting erosion and
but depth varies depending on the site. Determine depth of strip by taking Compact the topsoil enough to ensure good contact with the underlying soil,
locations to be Topsoll depth but It Inhibits
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vegetative plan to maintain a vigorous, dense vegetative
sedimentation control practices, especiallyafter heavy rainfalls. Promptly
soil cores at several wlthln each area stripped. avoid excessive compaction, as Increases runoff and seed
varies from hilltop to toe the Put Light Is
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cover,
remove all sediment from diversion and'otherwater-disposal practices. If
generally along a gradient of slope. sediment ggerminotlon. packing with a roller recommended where
basins, diversions, Into
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washouts or breaks occur, repair them Immediately. Prompt
before
and other controls place before stripping. hlgh-malntenonce turf is to be established.
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5. The Contractor shall provide ground cover on exposed slopes
or other areas wlthln 7 to 14 days or sooner of completion
maintenance of small eroded areas they become significantyullIes
Is an essential part of an effective erosion and sedimentation conrol plan.
STOCKPILING On slopes and areas that will not be mowed, the surface may be left rough
KHA PROJECT.
of an phase of grading. Refer to the latest NPDES Rules
datedAugust2011 for more Information on ground stabilization
after spreading topsoil. A disk may be used to promote bonding at the Interface
Select stockpile location to avoid slopes and natural drolnogeways, avoiding between topsoil and subsoil.
traffic routes. On large sites, respreading Is easier and more
015682000
requirements. Permanent ground cover Is to be provided for
all disturbed areas within 7 to 14 days or sooner followingtopsoil
economical when
Is stockpiled In small piles located near areas where they will be used. After topsoil application, follow procedure for seedbed preparation, taking care
All
DATE.
12-10-2095
completion of construction or development.
stockpile areas used shall be stabilized with silt fence and seeded per the to avold excessive mixing of topsoil Into the subsoil.
latest NPDES rules.
6. The City of Greenville contact Is Lisa Kirby, P.E. [phone]
Sediment barriers - Use sediment fences or other barriers where necessary to
100% PLANS
retain sediment.
EC 2

AND GEOTEXTILE AS DIRECTED. A SUFFICIENT NUMBER
OF PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE
SPECIAL STILLING BASIN ABOVE NATURAL GROUND®
.SHEET --1-0--- 1 N
11630.0-61
NOT TO SCALE
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Staple
6'
ham- �(
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8" OF SEDIMENT CONTROL STONE
FILTRATION GEOTEXTILE
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USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CAM
CONTROL STONE®
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PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
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LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
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BY ALL CONSTRUCTION VEHICLES.
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MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
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TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
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PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
4.
ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
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5.
LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
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6.
NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
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7.
USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
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BY THE ENGINEER.
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INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
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FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
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NOTE. PLACE FILTRATION GEOTEXTILE BENEATH STONE
SHEET
1 OF
1
SHEET 1 OF
1
.1607.011
11607.011
AND GEOTEXTILE AS DIRECTED. A SUFFICIENT NUMBER
OF PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE
SPECIAL STILLING BASIN ABOVE NATURAL GROUND®
.SHEET --1-0--- 1 N
11630.0-61
NOT TO SCALE
15.0' to 20.0'
Staple
6'
ham- �(
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100
ca
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8" OF SEDIMENT CONTROL STONE
FILTRATION GEOTEXTILE
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NOTES
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USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CAM
CONTROL STONE®
PROVIDE STABILIZED OUTLET TO STREAM BANK.
AND GEOTEXTILE AS DIRECTED. A SUFFICIENT NUMBER
OF PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE
SPECIAL STILLING BASIN ABOVE NATURAL GROUND®
.SHEET --1-0--- 1 N
11630.0-61
NOT TO SCALE
PHONE: [phone] '
FAX: [phone]
NC LICENSE #F-0102
C 2015
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PHONE: [phone] '
FAX: [phone]
NC LICENSE #F-0102
C 2015
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PLANS PREPARED BY.
STONE FILTER INLET PROTECTION FOR Kimley*Horn
SANDBAG
10 mill PLASTIC LINING STORM CONSTRUCTION PO BOX 33068
RALEIGH,
NC 27636-3068
STRAW BALE — =1' SECTION A -A PHONE: [phone]
STAPLES BINDER WIRE 3' — NOT TO SCALE FAX: [phone]
(2 PER BALE) NC LICENSE #F-0102
10 mil PLASTIC LINING
LATH AND
NATIVE MATERIAL PL 48"X24" DBLACK LETTERS FLAGGING ON -1I { I -111 BERM
(OPTIONAL} PAINTEDWWTE 6" HEIGHT 3 SIDES Upstream End Of 02015
Steel Fence Post Storm Drain
10' MINIMU
LAG SCREWS
DVW
IICONCRE EII � Cl C) 0 O D1 N
SECTION B -B community infrastructure consultants
WASHOUT SANDBAG
NOT TO SCALE Transportation +Water Resources
WOOD OR
27607
METAL STAKES oV erf /oW Urban Development + Geomatics
(2 PER SALE) 36" WOOD POST O 720 Corporate Drive
13
3.5"x3.5"x8` Raleigh, 8 0495
10' MINIMU A A (Vl 919.782.0495
=1111: 1111=11111111= III_ii' ° ° ° (fl 919.782.9672
VARIES • www.wkdlckson.com
o --° 36° Q l/3 Pipe
••• • '®. • ® p NC. LICENSE NO. F-0374
( PLAN Diameter
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NOT TO SCALE
B B '®N.
.CONCRETE WASHOUT
to SIGN DETAIL •..0 W. .. . ®•• \���� U
(OR EQUIVALENT) Q ® • v �� o iii
BERM �g
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2" 10 mil PLASTIC LINING
( f d TYPE BELOW GRADE"0264$0 . oC_
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g° 1.12 wasted Stone Filter Hardware Cloth �'��`���
_ 40
STEEL WIRE �/� ° /l U U\
Across Pipe Inlet ,� ��
STAPLE WOOD FRAME SECURELY 1 I I 1111SEAL
10 mit PLASTIC LINING DETAIL FASTENED AROUND SECTION B -B
PLAN STRAW BALE ENTIRE PERIMETER NOT TO SCALE
NOT TO SCALE (TYP) WITH TWO STAKES ®�®®g®4®gees®®
TYPE "ABOVE GRADE" WITH STRAW BALES �1a MINIMUM
i - TWO-STACKEo �®®,, �°� P,,,.».....,. +�`
2X12 ROUGH ®®®®0�a°'°®
WOOD FRAME $,� `�° ��
STONE FILTER INLET PROTECTION WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT Ate �s
B B UNIT PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION ISEAL
NOTES
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
VARIES STAKE
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
WITHIN
TFACILIY0' OF THE TEMPORARY CONCRETE WASHOUT PLYWOOD
LET
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE STORM DRAIN UNDER CONSTRUCTION
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
OF THE WORK AND DISPOSED OF OR RECYCLED.
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4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE PLAN TYPE "ABOVE GROUND"
WASHOUT FACILITIES SHALL BE BACKFILLED; REPAIRED, AND 10 mil PLASTIC LINING NOT TO SCALE
STABILIZED TO PREVENT EROSION. WITH WOOD PLANKS (�pJ�trPiQm End ®!¢' Storm Drain
5. INCIDENTAL TO MOBILIZATION �rPin�il !y, V ❑ U
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NOTE: USE INLET TUBES AS NEEDED TO PREVENT SILT AND • ® n.- z ~
DEBRIS FROM ENTERING INLETS DURING CONSTRUCTION. • ' ®.. W w W
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LOOPS SIZED FOR LOOPS SIZED FOR ORUNDERSURROUNDINGF- Z
PLYWOOD INLET PROTECTION WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT
1" REBAR. LIFT SURFACE. 2; _ _ Z
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TUBE r . <, ., . gam.
(SEE .DETAIL) <...NPDES GENEIML STORMWATER PERMIT
Inlet Tubes 1/4" BRIGHTLY
MaterialsCOLORED NYLON ELEVATION VIEW'
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PROFILE VIEW OF SOIL STABILIZATION TIMEFRAMES
Use inlet tubes that exhibit the following properties:
iINSTALLED FILTER 'gym EXPANSION
Produced by a Manufacturer experienced n sediment tube manufacturing. ISOMETRIC VIEW RESTRAINT
SACK ,,�
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Composed of compacted geotextiles, curled excelsior wood, natural coconut LU
fibers or hardwood mulch Or a mix Of these materials enclosed f i 1• EMPTY FILTER SACK WHEN BRIGHTLY COLORED LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
by a flexible
EXPANSION RESTRAINT CAN NO LONGER BE PROPERTIES TEST METHOD UNITS
nettingmaterial. Do not use straw, straw fiber, straw bales pine needles or SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS Cc -8
SEEN GRAB TENSILE STRENGTH ASTM D-4632 300 LBS B•8
leaf mulch under this specification. Utilize an outer netting that Consists GRAB TENSILE ELONGATION ASTM 0-4632 20 q LL.
P 9 2 GEOTEXTILE WILL BE A WOVEN
PUNCTURE ASTM D-4833 120 LBS tBe ^+••
of seamless, high-density polyethylene photodegradable materials treated POLYPROPYLENE FABRIC THAT MEETS OR MULLEN BURST ASTM D-3786 800 PSI W
TRAPEZOID TEAR ASTM D-4533 120 LBS
with ultraviolet stabilizers or a seamless high—density EXCEEDS REQUIREMENTS IN THE uv RESISTANCE ASTM D-4355 60 ese W1
g Y SPECIFICATIONS TABLE. APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE PERIMETER DIKES, SINALES9 DITCHES AND SLOPES 7 DAYS NONE
non -degradable materials. Lu C3
3. AN OIL ADSORBENT PAD OR PILLOW CAN BE FLOW RATE ASTM D-4491 4o GAL/MIN/SQ FT ;:, ® a Lu
PERMITTIVITY ASTM D-.4491 0.55 SEC -1 N
PURCHASED WHEN OIL SPILLS ARE A MODERATE TO HIGH FLOW G€OTEXTILE FABRIC SPECIFICATION TABLE
HIGH QUALITY WATER (HOW) ZONES 7 DAYS NONE I
Installation: CONCERN. PROPERTIES TEST METHOD UNITS � a
4. INSPECT PER REGULATORY REQUIREMENTS. GRA TENSILE NG ASTM D-463 265 LBS
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Install inlet tubes lying flat on the round, with no gaps between the „ ,, B TEN I E sTRE TH 2
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• 5: THE WIDTH, "W", OF THE FILTER SACK WILL GRAB TENSILE ELONGATION ASTM o-4632 �• p o IF SLOPES ARE 10 OR LESS IN LENGTH AND A R E
underlying surface and the inlet tube, PUNCTURE ASTM D-4833 135 LBS SLOPES STEEPER THAN 3®1 7 DAYS
Y g MATCH THE INSIDE WIDTH OF THE GRATED MULLEN BURST ASTM D-3766 420 PSI NOT STEEPER THAN 2:1,14 DAYS ARE _ALLOWED.
INLET BOX. TRAPEZOID TEAR ASTM D-4533 45 LBS KHA PROJECT:
„ „ UV RESISTANCE ASTM D-4355 90 % R 1
Inspection and Maintenance. 6. THE DEPTH D OF THE FILTER SACK WILL APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE • DAYS FOR SLOPES GREATER .THAN 50 IN S
p SLOPES 301. OR FLATTER 14 DAYS
FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT
Inlet tubes may be temporarily moved Burin construction as needed. 8E BETWEEN 18 INCHES AND 36 INCHES.LENGTH. DATE:
Y P Y g » » PERMITTIVITY ASTM D-4491 1.5 SEC. -1
Replace Inlet tubes damaged dorm Installation as directed b the
7. THE LENGTH, L , OF THE FILTER SACK WILL 12-10-2015
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' MATCH THE INSIDE LENGTH OF THE GRATED A OTHER ALL 0 NE AREAS WITH SLOPES FLATTER THAN 40l 14 DAYS NONE EXCEPT FOR PERIMETERS AND HOW ZONES.
Inspector or Manufacturers Representative at the contractors expense. ` INLET- BOX.
INIAET TUBES "SILT SOCK" FILTER SACK
NOT TO SCALE NOT TO SCALE

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PUMP
STABILIZED OUTFALL
CLASS A STONE
STABILIZED
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STONE
FLOW
PLMS PEPAMD BY
INTAKE HOSE
CLASS A
STONE
1.
PUMP AROUND
PO BOX 33068
PUMP
WORK
RALEIGH. NC 27636-3068
AREA
THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED IN ONE WORKING DAY:
PHONE: [phone]
FAX: (NS 677-2050
MPERVIOUS
THE PUMP -AROUND PUMP SHOULD ADEQUATELY CONVEY WATER NEEDED FOR BASE FLOW.
DIKE
CLASS A
DISCHARGE HOSE
STONE
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
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NOTE: HOSE SHOULD BE
KEPT OUTSIDE OF WORK
1.
AREA
GEOTEXTILE FABRIC
DISCHARGE
EXISTING
GROUND
15' TO 20'
INSTALL SILT BAG PER
NCDOT DETAIL 1630.06
GEOTEXTILE FABRIC
EXISTING CHANNEL 8" OF CLASS A STONE
SILT BAG PROFILE
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NOTES:
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1.
EXCAVATION SHALL BE PERFORMED ONLY IN DRY AND/OR ISOLATED SECTIONS OF THE WORK AREA.
PO BOX 33068
2.
IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROM STREAM FLOW.
RALEIGH. NC 27636-3068
3.
THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED IN ONE WORKING DAY:
PHONE: [phone]
FAX: (NS 677-2050
4.
THE PUMP -AROUND PUMP SHOULD ADEQUATELY CONVEY WATER NEEDED FOR BASE FLOW.
NG LICEENSE —0102
5.
DIKE MUST BE CONSTRUCTED OF NON -ERODIBLE MATERIALS SUCH AS SANDBAGS.
©2014
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
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CREATE SEDIMENT TRAPS.
'N
1.
INSTALL STILLING BASIN AND STABILIZED OUTFALL USING CLASS A RIP RAP AT THE DOWNSTREAM END OF
DDICKSON
THE DESIGNATED PROJECT WORKING AREA (NO RIP -RAP NEEDED IF PUMP OUTLET IS INSIDE CULVERT).
community infrastructure consultants
2.
THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY PIPING THAT WILL CONVEY
Transportation + water Resources
DAMS
THE BASE FLOW FROM UPSTREAM OF THE WORK AREA TO THE STABILIZED OUTFALL:
Urban Development +; cs
3.
INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING' OPERATIONS FOR STREAM DIVERSION.
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rate
720 Corporate Center Drive
4.
INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND DEWATERING PUMPING APPARATUS IF NEEDED TO
Raleigh, NC 27607
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DEWATER THE ENTRAPPED AREA. THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF SUFFICIENT SIZE
(v) 919.782.0495
DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF
TO DEWATER THE WORK AREA. THIS WATER WILL ALSO BE PUMPED TO AN OUTFALL STABILIZED WITH
(f) 919.782.9672
CLASS A RIP RAP,
www.wkdickson.com
5.
THE CONTRACTOR WILL PERFORM WORK IN ACCORDANCE WITH THE PLAN AND FOLLOWING THE GENERAL
NC. LICENSE No, F-0374
B
CONSTRUCTION SEQUENCE.
6.
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IMPERVIOUS DIKE. WHEN DEWATERING AREA, ALL DIRTY WATER MUST BE PUMPED THROUGH A SILT BAG
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SILT FENC FENCE/SILT FENCE OUTLET,
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SEE SHEET EC -2 DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE NTH PO BOX 33068
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EDGE OF
FOR DETAIL ENGINEER IF ALTERNATIVE CONSTRUCTION ACCESS ROUTES WILL
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CONTROL MATTING DISTURBED AREA AND AFFECTED WATERWAY AND MAINTAINED community infrastructure consultants
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TREE LINE ON ALL SLOPES TO UNTIL PERMANENTLY VEGETATED. Transportation + WaterResources
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HELP STABILIZE Urban Development + Geomatics
SHEET EC -213 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL 720 Corporate Center Drive
71-
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Raleigh, NC 27607
EROSION CONTROL MEASURES RELATED TO THE CONSTRUCTION
(v) 919.782.0495
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V (1) 919.782.9672
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5. AT A MINIMUM, EROSION CONTROL MEASURES SHALL BE INSTALLED
NC. UCENSE NQ F-0374
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PLANS PREPARED B
SHEET FOfR INFOF;Z*"�IATiONAL f=UfRf=05E5 ONL�r KimleyAMorn
0 Ba X 33068
RALDGH, NC 27636-31),38
PHONE: [phone]
FAX: �919) 6,77-2050
NC LICENSE IF -0102
CO2015
9 WK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geornatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
Concrete Pole with, Cobra He,ad Black Decorative
NC. UCENSE NO, F�0374
(Standard) (Standard)
Suitable for roadways,, parking. lot's,' and, other long With a traditional appearance and old-fashioned
narrow s.ettings,.., Li.ght, can 4e,direct, where needed . lantern -style fixture, this decorative light :w 1626
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golden yellow light. Pole direct, burizl.
410 6
small parkin,g areas safely and,with style. Bull�
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gives off a golden yellow Jight'. Pole direct burial.
SEAL
Sodium Vapor 150 -Watts 14 000 lumie.ns
2 50 Watts, 2 3) 000 lumens,
Sodium Vapor 150 Watts, 14,000 lumens
Mounting Helgbt 3 0 ft. Mo,unting Height 2 0 ft.
Color Gray Color Black
Post Smooth Concrete Tapered Please. contact �an Engineeripj Please contact an Engineering
Post Aluminum Tapered
Price $5 50.00 + Assistant fo'r a job cost estirriatle,. Assistant for a Job cost 'esti M ate.
Prices are,subjea',to change. Price $600-00 + Prices are su.bject to change.
Monthly Rate, $1 �5��6-6 (15,0),1 $210.86 -(�5,0)+ Monthly Rate $15.66 + SEAL
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PLANS PREPARED BY:
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ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. N(
ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND 15URLAPPED AS INDICATED IN THE PLANT LIST. CC
MLC44 V DEPTH ALI- TREES MUST HAVE A STRAIGHT TI;ZJNK AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED.
ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION.
"'77-77 ALL TRr=E5 MUST 5E GUYED OR STAKIED AS SHOWN IN THr= DETAILS.
N,
rl> RD R
ALL SHAIDE TREES LOCATED WITHIN VEHICLE SIGHT TRIANGLES SHALL BE BRANCHED MI�L 1'(MEA5URED FROM ADJACENT PROJECTED CURB LINE ELEVATION) PER AN51 Z 0.1 STAN A 5 FO
STREET TREES.
HEIGHT OF 5RANCHIN-6
MULCHED AS SPECIFIED.
ALL PLANTING AREAS MUST BE COMPLETE
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESF-ONS15LIE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES AND SHALL AVOID DAMAGE TO ALL
-OR P -URS AS A SULT
UTILITIES DURING THE COURSE OF THE LUORK. THE CONTRACTOR 15 RESIOON615LE F �EPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCC RE
OF THE LANDSCAPE CONSTRUCTION.
X 2/ x 2 THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. ANY DISCREPANCIES BETWEEN QUANTITIES ON PLAN AND PLANT LIST SHALL BE
X
PLANT SPACING NOTES:
L SEE PLANTING KAN FOR SWIRIS AND GR==0VER AREAS
2. PLANT MATERIAL SHALL BE INSTALLED N STRAW AND PARALLEL IRDIS UNLESS mmm SHOWN ON DRAWINGS.
3. SEE PLANTING PLAN AND / OR PLANT SCHEDULE FOR ACTUAL KANT SPACING.
5ROUGH I 10 1 HE A I I I=N I IUN OF CITY Or GREENVILLE INSPECTOR AND ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO PLANTING.
THE CONTRACTOR 18 RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF THE PLANTING AREAS AND LAWN UNTIL
SUBSTANTIAL COMPLETION AND FOR THE DURATION OF THE WARRANTY PERIOD.
THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF TWO (2) YEARS BEGINNING ON THE DATE OF FINAL PROJECT ACCEPTANCE AS DETERMINED BY OWNER THE
CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS WITHIN 60 DAYS OF NOTIFICATION BY OWNER.
THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAK]NG LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION.
AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAPSWALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. no
ANY PLANT MATERIAL WHICH DIES, TURNS BROUN, OR DEFOLIATE$ (PRIOR TO SUBSTANTIAL COMPLETION OF THE WOW) SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL
OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL I-LANTSCHEDULE SPECIFICATIONS.
TYPICAL 5TAGGEREID ROW PLANT 5PACING PLANTING 5EID TRENCH EDGING STANDARDS SET FORTH IN 'AMERICAN STANDARD FOR NURSERY STOCK' REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL.
[,� r --t ALL SHRUB, GROUND COVER AND SEASONAL COLOR ANNUAL PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH DOUBLE SHREDDED HARDWOOD MULCH OR CURRENT CITY OF GREENVILLE
PLAN 4 5ECTION 5ECTION STANDARD TO A DEPTH OF THREE (3) INCHES.
SCALE, SCALE: LOCATIONS OF EXISTING 15URIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE FRESPONS151LITY OF
THE CONTRACTOR TO VERIFY THE LOCATIONS Or- UTILITY LINES AND ADJACENT TO THE WOI;4< AREA. THE CONTRACTOR 1.5 RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES DURING THE
CONSTRUCTION PERIOD.
SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS.
ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN.
ALL ROOT COLLARS SHALL BE EXPOSE, VISIBLE, AND PLANTED AT THE FINISHED GRADE
ALL DEAD, BROKEN, OR CIRCLM ROOTS MUST BE CUT CLEANLY BEFORE 5ACKFILLING, 60 THAT ALL ROOTS ARE WEALTHY AND GROWING DIRECTLY INTO THE SURROUNDING 5ACKFILL.
ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE (:4T AWAY AND REMOVED FROM ROOT BALL PRIOR TO 5ACKPILLING PLANTING PIT. REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL.
FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SU5-BASE AND CONSTRUCTION DE5RISi REMOVE COMPACTED SOIL AND ADD 24' NEW TOPSOIL OR UNCOMPACT AND AMEND THE TOP 24' Or -
EXISTING SOIL TO MEET TOPSOIL PLANTING MIX STANDARDS FOR TREES. SEE DETAILS THIS SHEET.
T14E CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUMS THAT WILL MEET 50TH MINIMUM SIZE AND SPACING POP, TREE AND ZONING ORDINANCE COMPLIANCE. FAILURE TO INSTALL
PLANT MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF ACCEPTANCE. CONTRACTOR SHALL ME RESPONSIBLE FOR SCHEDULING INSPECTION$ OF PLANTMATERIAL QUARTLY
SET ME PLM DURING THE WARRANTY PERIOD.
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES 4 ORDINANCES REGARDING LANDSCAPING. GENERAL CONTRACTOR 15 TO CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION DEBRIS AND TO RAKE
ENTIRE SITE.
SEE PROJECT SPECIAL CONDITIONS FOR MAINTENANCE SPECIFICATIONS.
/,x � �/m ,
EGU 51TE AND 5EEIDING fREQUIRMENN:
C%ENF-fjAL:
-AS DISTURB D BY
CONTRACTOR WILL BE RESPONSIBLE FOR A FINE GRADE OVER ENTIRE SITE INCLUDING ALL ARE E
ANY CONSTRUCTION ACTIVITY ASSOCIATED WITH THIS PROJECT TO INCLUDE ALL RUTS LEFT BY EQUIPMENT. ALL FIN15HED
GRADES SHALL BE COMPLETED AS TO ELIMINATE PONDING OF WATER AND TO CREATE POSITIVE DRAINAGE. IN AREAS WHERE
BUILDING OR PAVING 15 REMOVED AND LANDSCAPE 15 PROPOSED, CONTRACTOR 16 RESPONSIBLE FOR SrARIFYING OR
SET SHIRUB PLUMI5
"x
BWLINE CULTIVATING SU5-6OILS IN ORDER TO 5REAK-UP, CRUSH OR OTHERWISE MAKE SU15-60ILS CAPABLE Or- INFILTRATION. ALL ROCK
(GREATER THAN 1/2 INCH), CONCRETE, CONCRETE PIECES (GREATER THAN 1/2. INCH), AND DEBRIS SHALL BE RrzMOVEp FROM
THE SITE. SCARIFICATION SHOULD BE DONE TO A MINIMUM OF: (o INCHES DEEP FOR PERVIOUS AREAS OF SITE. WO
1-�K MUST
BE APPROVED BY GROUNDS DEPARTMENT PRIOR TO PLACING TOPSOIL. PROH151T TRAVEL OVER SCARIFIED AREAS EXCEPT FOR
PLACING TOPSOIL.
x ` � X, /Z
TOPSOIL:
C011PLETELY REMOVE CONTAINER
-Y ROOT MASS /�X P H Or- Pe I SH D BE 10 C 0
DO NOT PLACE TOPSOIL UNTIL SOIL SCARIFICATION HAS BEEN AI=I*ROVF-D. DE T TO 0 L OUL LA E
OR BURLAP AND LIGHTLY SCARIF 4 INCHESt LANDSCAPE 51EDS: ro INCHES WHERE ADDITIONAL FILL
AS FOLLOWS AFTER ROLLING SEEDED OR SODDED AREAS.
ED, CONTRACTOR MAY USE CLEAN, SCREENED SANDY LOAM FILL MATERIAL WIT14 PRIOR APPROVAL FROM GROUNDS
ROM& SET SHF40 MR I' x 15 REQUIRJ=
ABOVE FINISH GRADE REDUCE TYPICAL 3'MULCM DEPTH SERVICES. ALL TOPSOIL SHOULD BE Or GOOD QUALITY CLEAR Or- ANY DEBRIS.
SURPaWNG WOODY STEM TO 2DEEP
AND PULL MULCH BACK 3'FROM TRW EROSION cp-NTRo-L-
FINISH GRADE
THE CONTRACTOR SHALL BE RESPONS15LE FOR ALL EROSION CONTROL MEASURES THROUGHOUT
MULCH VDEPT14
PROJECT. CONTROLS SHALL BE INSTALLED TO PROTECT INTERNAL STORM WATER SYSTEM AS WELL AS CITY AND DOT STREETS,
V,
GULATIONS. CONTRACTOR 15 RESPONSIBLE FOR REMOVAL OF EROSION CONTROL MEASURES AS
COUNTY STANDARDS AND F;�!E
SPECIFIED BY THE EROSION CONTROL DETAILS AND PROJECT SPECIFICATIONS.
PLANTING MIX 5ACKFILL TURF�
""K
PER SPECIFICATIONS
2' X 2' X 24' WOODEN STAKE (TYP) THERE ARE A VARIETY OF TURF TYPES ON ECU'S CAMPUS. THE PROJECT SITE LOCATION WILL TYPICALLY DETERMINE
c
DRIVEN INTO UNDISTURBED GRADE COMPACT PLANTING MIX LL
THE TYPE OF TURF ECU WILL REQUIRE. IN GENERAL, WE OFFER THE FOLLOWING IN REGARD TO TURF AREAS ON CAMPUS.
-REFE NCE
TO PREVENT SETTLING DENr
.......... RESIL -E HALLS, DINING HALLS, AND ASSOCIATED AREAS RECEIVE ZOYSIA 60 OUR CURRENT I RE
21
PLAN
ZOYSIA.
15 COMPAPRE
ACADEMIC BUILDINGS AND ASSOCIATED AREAS RECEIVE PREDOMINATELY ZOYSIA SOD, OUR CURRENT
CL
PREFERENCE 15 COMPADRE ZOYSIA. IN SOME AREAS, TALL TURF TYPE FESCUE IS NECESSARY DUE To GROWING
FINISH GRADE
LL
CONDITIONS. IN THESE AREAS A PREMIUM TALL TURF TYPE FESCUE BLEND SHALL BE USED, AS RECOMMENDED BY
LOCAL SEED SUPPLIER. SUBMITTAL 15 REQUIRED FOR APPROVAL PRIOR TO APPLICATION. a
... ... .. . ��
CIA -S BERMUDA SOD. OUR CURRENT f FERENCE 1.5 BLACKJACK BERMUDA. IF
WEALTH SCIENCE CAMPUS RECEIVE 9RE
77� 11
SEEDING, 2 LE!GA 000 SQ. FT. SHALL 15E INSTALLED PER MANUFACTURER Sf -CIFICATIONS.
<
. . ...... ANY DEVIATION FROM PREFERENCE$, SHALL RECEIVE PRIOR WRITTEN APPROVAL.
LOOSEN SUBGRAD PROPER EROSION CONTROL METHODS ARE REQUIRED AS NEEDED. HYDRO SEEDING 18 PREFERRED METHOD Or- APPLICATION
ALTHOUGH OTHER METHODS WILL BE CONSIDERED WITH PRIOR APPROVAL. fr- SEED INSTALLATION OCCURS PRIOR To MAY,
AND REMOVE RXA
GRASS WILL BE ADDED TO SEED MIXTURE. CONTRACTOR SHALL INSTALL STARTER FERTILIZER (16-4-6 EXAMPLE)
ANNUAL RYE
AND OTHER DEBRIS
AFTER SEED 15 INSTALLED. CONTRACTOR 15 RESPONSIBLE FOR ESTABLISHMENT OF SEED AND PROPER GERMINATION. THE
OF WIRE BAWET
C01PLETE REMOVE TOP 2
>< X 2 CONTRACTOR SHALL SUPPLY WATER TO THE SITE TO WATER SEED UNTIL TURF 18 ESTABLISHED.
MATERIAI- LIGHTLY SCARIFY
AND BURLAP
ROOT MASS
T
PLANTING MIX BACOILL
PER SPECIFICATIONS
LOOSEN SSGRADE ONLY COMPACT AS NECESSARY
— x TO PREVENT SETTLING
TREE KANTING Nolts�
L SET TREE MR 3' A50VE SURROUNDING FINISH GRADE. MEASURED AT BASE OF TRW
2. REDUCE TYPICAL 3'MULCH DEPTH SURROUNDING WOODY TRW TO 2'PEEP AND MU MUC14 BACK 3* PROM TRUK

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2015
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One Salem Tower 119 Brookstovvn Avenue
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15+38
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15+54
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15+73
217, 212
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15'
15+76
211
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151+78
214
PIPE & GAS LINE
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15+90
210, 209
MANHOLE (AP6)
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16+00
206-204
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18
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116+05
203
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19
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16+01
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16+02
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16+15
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JUNCTION BOX NOTES
ASSUMED LIVE LOAD - HL -93 OR ALTERNATE LOADING
DESIGN PARAMETERS:
MINIMUM ALLOWABLE SOIL BEARING PRESSURE - 1,000 PSF OVER OVERBURDEN
SOIL DENSITY - 115 PCF
COEFFICIENT OF FRICTION = 0.35
Ko (PRESSURE)- 66 PCF
Ka (PRESSURE) - 47 PCF
FOR FURTHER INFORMATION, REFERENCE GEOTECHNICAL REPORT.
FOR BORING INFORMATION, SEE GEOTECHNICAL REPORT.
USE CLASS AA CONCRETE FOR ALL JUNCTION BOXES.
ALL REINFORCING TO BE GRADE 60.
DEWATERING WILL BE REQUIRED FOR JUNCTION BOX CONSTRUCTION. NO SEPARATE
PAYMENT WILL BE MADE FOR DEWATERING.
NO WORK SHALL BE DONE ON THE JUNCTION BOX UNTIL THE AREA OF THE JUNCTION
BOX HAS BEEN UNDERCUT TO A MINIMUM OF ONE FOOT BELOW THE BOTTOM SLAB
AND UNSUITABLE -MATERIAL REPLACED WITH SUITABLE MATERIAL,PROPERLY
COMPACTED TO THE ELEVATION OF THE BOTTOM OF THE PROPOSED BOTTOM SLAB.
THE LIMITS OF THIS UNDERCUT EXCAVATION SHALL BE AT LEAST THE LIMITS OF
THE JUNCTION BOX. NO SEPARATE PAYMENT SHALL BE MADE FOR ANY TEMPORARY
SHEETING,UNDERCUT,OR UNSUITABLE MATERIAL REPLACEMENT AS REQUIRED TO
CONSTRUCT THE PROPOSED JUNCTION BOX. PAYMENT IS INCLUDED IN.THE LUMP SUM
PRICE FOR EACH OVERSIZED JUNCTION BOX.
CONSTRUCTION SEQUENCE:
1. EXCAVATION.
2.SOIL IMPROVEMENTS NOTED ABOVE.
3. POUR CONCRETE BOTTOM SLAB.
4.PLACE RCP OR RCBC.
5.POUR CONCRETE WALLS.
6.POUR CONCRETE TOP SLAB.
7. PLACE PRECAST MANHOLE.
8.POUR CONCRETE COLLAR.
9.BACKFILL.
THE CONTRACTOR SHALL NOTE THE UTILITY LINES NEAR OR UNDER THE JUNCTION
BOXES. CONTRACTOR SHALL USE EXTREME CARE DURING THE CONSTRUCTION, SO
AS NOT TO DAMAGE THE EXISTING UTILITY LINES. CONTRACTOR SHALL
SUBMIT CONSTRUCTION METHOD ON HOW THE UTILITY LINES WILL BE PROTECTED
DURING CONSTRUCTION.
THE CONTRACTOR SHALL NOTE THAT SOME JUNCTION BOXES ACT AS CONFLICT
BOXES WITH SANITARY SEWER LINES RUNNING THROUGH THEM. SANITARY
SEWER PIPING SHALL BE INSTALLED WITHIN A SLEEVE PIPE. SLEEVE PIPES SHALL
BE CAST INTO THE JUNCTION BOXES.REFER TO SANITARY SEWER RELOCATION
PLANS FOR ADDITIONAL DETAILS AND PAYMENT INFORMATION.
NO CONSTRUCTION JOINTS SHALL BE USED EXCEPT AS SHOWN IN THE PLANS.
THE CONTRACTOR SHALL PROVIDE INDEPENDENT ASSURANCE SAMPLES OF
REINFORCING STEEL AS FOLLOWS: FOR PROJECTS REQUIRING UP TO 400 TONS
OF REINFORCING STEEL, ONE 30 IN. SAMPLE OF EACH SIZE BAR USED, AND FOR
PROJECTS REQUIRING OVER 400 TONS Or REINFORCING STEEL, TWO 30 IN. SAMPLES
OF EACH SIZE BAR USED. THE BARS FROM WHICH THE SAMPLES ARE TAKEN MUST
THEN BE SPLICED WITH REPLACEMENT BARS OF THE SIZE AND LENGTH OF THE
SAMPLE PLUS A MINIMUM LAP SPLICE OF THIRTY BAR DIAMETER.
THE CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS DETAILING
REINFORCEMENT FABRICATION AND BAR PLACEMENT. THE SHOP DRAWINGS SHALL
CLEARLY INDICATE LENGTH,LOCATION,SIZE,SPACING AND SPLICES FOR ALL
REINFORCING STEEL. THE SHOP DRAWINGS SHALL PROVIDE SUFFICIENT DETAIL TO
PERMIT PLACEMENT OF REINFORCEMENT WITHOUT USE OF THE DESIGN DRAWINGS.
THE SHOP DRAWINGS SHALL INCLUDE A COMPLETE BILL OF MATERIALS FOR ALL
REINFORCING STEEL. FABRICATION SHALL NOT BEGIN UNTIL ALL APPROVALS ARE
RECEIVED.
MAINTAIN 2"CLEARANCE TO ALL BARS AROUND PIPE OPENINGS. BARS SHALL BE
CUT AS REQUIRED TO MAINTAIN 2"CLEARANCE.
BAR SIZE
SPLICE LENGTH
#4
LAYOUT ANGLES
#5
2-2//
#6
2/-9//
#7
3-9//
#8
41-11//
FOR FALSEWORK AND FORMWORK, SEE SPECIAL,PROVISIONS.
FOR PRECAST MANHOLE DETAILS SEE NCDOT STANDARD DRAWING 840.52.
FOR CRANE SAFETY,SEE SPECIAL PROVISIONS.
FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.
FOR JUNCTION BOXES LAYOUT SKETCHES SEE SHEET S-5.
FOR JUNCTION BOX REINFORCEMENT DETAILS SEE SHEETS S-6 AND S-7.
FOR ELEVATIONS OF UTILITIES THROUGH JUNCTION BOXES,S,EE SANITARY SEWER
RELOCATION PLANS.
PAYMENT FOR JUNCTION BOXES SHALL BE MADE UNDER UNIT PRICE OF
"OVERSIZED JUNCTION BOX". UNIT OF MEASURE SHALL BE "EACH"FOR EACH
JUNCTION BOX INSTALLED. UNIT PRICE SHALL INCLUDE EXCAVATION, BACKFILL,
FOUNDATION CONDITIONING MATERIAL, GEOTEXTILE FABRIC, REINFORCING
STEEL, CONCRETE, PRECAST CONCRETEDRAINAGESTRUCTUREUNITS, MANHOLE
AND ALL OTHER MISC. ITEMS REQUIRED TO COMPLETE THE IDENTIFIED SCOPE
OF WORK.
STATION
LAYOUT ANGLES
ELEVATIONS
DIMENSIONS
MANHOLE
LOCATION
x
Y
z -
rl'�
02
A
B
C
D
E
G H
J
K
L
M
N
7-1
22+61.97
-CUL-
0
0
90 0 -00/-OO/l
15.7 7'
2 7.2 5'
29.00'
6/-0//
4/-0//
12/-0//
12/-0//
10/-0//
1/-3//
0/-9//
14/-0//
24/-0//
26/-6//
28/-0//
1/-9//
FAR LEFT
8-1
24+40.18
-CUL-
-160-39'-10'/
-16 0
-39'-10"
73 0 -20'-50'/
16.30/
2 7.7 8'
31.7 3'
4/-0//
6/-6"
13/-9//
ll/
-3//
10/-6//
1/-3//
13'-
0
0/-91/
14/-6"
2 5'-
0
27/-6//
291-0"
1/-9//
FAR RIGHT
8-3
27+53.35
-CUL-
08 0 -Ol'-28/'
08 0 -Ol'-28/'
98 0
-01/-28//
17.24/
2 9.8 2'
3 8.4 8'
7/-,Ol/
4/-0//
12/-0/1
13/-0//
ll/ -O//
1/-6//
14/-O/t
0/-6//
15/-0//
25/-0//
28/-0//
29/-O/y
21-011
FAR LEFT
8-8
N/A
0
0
9 ol 0 -
0 0'-
0 0"
19.5 0'
28.75'
38.00'
4/-O/f
4/-0//
51-0//
4/-0"
8/-0"
1/-6//
ll/ -O//
0/-6//
12/-0//
9/-0//
121-011
13/-0//
2/-0//
N/A
9-3
31+56.32 -CUL2-
06 0 -06'-33"
06 0 -19/-11"
96 0 -06'-33"
18.4 5'
31.0 3'
32.42/
6/-0"
6/-0//
71-0//
1 l'-
6'/
12'-
0
l'-
3"
14/-6"
0/-9//
161-0//
18/-6//
211-0//
22/-6//
1/-9/l/
NEAR RIGHT
9-4
32+95.93 -CUL2-
080-13'-00'/
- 100-31'-47"
810-47'-00/'
19.62/
32.20'
33.78'
4/-0//
4/-0//
12/-0//
io/-61/
8/-0"
1/-3//
io/-6//
o'-
9 "
12'-
0"
2 2'
6 "
25/-0//
26/-61/
11-9//
FAR LEFT
10-1
34+64.21 -CUL2-
11 0 - 5 7'-
4 4
0411-411-091/
7 8 0
- 0 2
16
21.03/
3 2.5 1'
3 5.9 9'
4/-0//
4/-0//
12/-0//
ll/
-O//
8/-0//
1/-3//
10'-
6
0/-9"
12'-
0
23'-0//
2 5-
6
2 7'-
0
1/-9//
FAR LEFT
10-3
36+20.71 -CUL2-
- 100-3l'-11"
- 020-55'-07"
790-25'-49"
22.32'
3 3.8 0'
38.46/
1/-0//
15/-0//
ll/
-6"
111-0//
16/-0"
1/-3/-'
18/-6//
0/-9"
201-01'
2 2-
6
25/-0//
26/-6//
1/-9//
FAR RIGHT
10-4
36+95.70
-CUL2-
- 030-12'-51"
- 0 3 0
-12'-
51
8 6 0
- 4 7
0 9
2 2.8 6'
34.34/
3 8.6 5'
41-0"
4/-0//
ll/
-6//
ll/
-O//
8/-0//
1/-3//
10/-6//
0/-9//
121-011
221-611
2 5'-
0
26/-6'/
l'-9'
NEAR LEFT
11-1
38+15.59
-CUL2-
22 0 -36'-12/'
22 0 -36'-12"
112 0
-36'-12'/
23.79'
3 5.2 7'
3 9.7 4'
4/-0//
4/-0//
10/-0/1
13/-6//
8/-0//
1/
- 3'/
10'-6"
0/-9"'
12/-0//
23/-6//
26/-0//
27/-6//
1/-9//
NEAR LEFT
11-2
38+88.33
-CUL2-
23 0 -19'-02"
23 0 -19'-02"
113 0
-19'-
0 2
24.02'
3 5.5 0'
3 9.4 2'
4/-
0//
41-01,
111-011,
15'-
0
8-
0
l-
3
10/-61/
0/-9//
12'-
0
2 6'-
0"
2 8-
6/
3 0'
0"
1/-9//
FAR LEFT
11-3,
40+28.61
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0
0
90 o -Oo'-OO"
24.44'
35.92'
36.69'
5/-6//
4/-6//
6/-0//
6/-0//
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1/-3,//
12/-6//
0/-9//
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12/-0//
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11-4
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14 0 - 2 7-
31
140-27-31"
1040
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2 4.5 4'
36.02'
3 7.4 4'
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8/-9"
13/-0//
14/-6//
17/-6//
1/-3//
20/-0//
0/-9//
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NEAR RIGHT
11-5
41+89.61 -CUL2-
- 280-18-54"
280-15'-54"
610
-41/-06/'
24.93'
3 5.2 6'
3 9.8 4'
4/-61/
4/-0//
14'-
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8/-9//
8'-6"
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23/-0//
25/-6//
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11-6
43+12.94
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12 0 -401-36//
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9/-6//
12/-0//
9/-6//
1/-3//
12/-0//
0/-'9//
13/-6//
21/-6//
24/-0//
25/-6//
1/-9//
FAR RIGHT
11-10
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070-3l'-45"
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PLANS PREPARED BY:
K10mlepMorn
363 FAYETTEVILLE SF.
REINFORCING BAR TABLE S�IITE� 600
RAI EICH, NC 27601
PI-18NE: (919) 677-200C
JB Al A2 B1 C1 C2 C3 FAX: [phone]
NC LICENSE #F-0102
7-1 #7 2 12" #9 @ 12" #7 @ 12" #7 @ 12" #7 @ 12" # 6 12//
8-1 # 7 @ 12 " # 9 Co) 12 # 7 (q� 12" # 6 2 12 # 7 @ 12 # 6 121/ P -&WK
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8-8 #7 2 12 " #8 @ 10" #8 @ 12 #7 @ 12' #7 Z 12 # ro @ 12 community Infrastructure consultants
Transportation + Water Resources
9-3 #7 @ 12 " #9 @ 12 " # #6 Urban Development + Geomatics
7 @ 12 #7 @ 12 #7 @ 12 12
-) 12" #7 @ 12// #6 2 12" 720 Corporate Drive
9-4 #7 2 12 " #9 @ 12 " #7 GD 12"' #7 (q Raleigh, NC 27607
— (v) 919.782.0495
A A A 10-1 #7 2 12 " #9 2 12 " #7 2 12'1 #6 @ 12 #7 @ 12// #6 @ 12 (f)i 919.782.9672
www.wkdickson.com
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NO. LiCtENSE NO. F-0374
10-4 #7 (q-) 12 " #9 @ 12 " #7 (q) 12'1 #6 @ 12// #7 2 12 #6 2 12//
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TOP SLAB
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HEADWALL GE.NERAL NOTES
USE CLASS A CONCRETE.
CHAMFER ALL EXPOSED CORNERS 1.
ALL DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING STEEL ARE TO
CENTERS OF BARS.
PLACE A STONE DRAIN CONSISTING OF ONE (I)CUBIC FOOT OF NUMBER 78M
STONE CONTAINED IN A POROUS FABRIC AT EACH WEEP HOLE. PLACE
SUBDRAIN FINE AGGREGATE BENEATH,AROUND AND OVER THE STONE DRAIN
SO THE STONE DRAIN IS COMPLETELY COVERED BY A LAYER OF SUBDRAIN FINE
AGGREGATE AT LEAST ONE (1) FOOT THICK.WHERE THERE IS MORE THAN
ONE WEEP HOLE IN A WING WALL,PLACE A HORIZONTAL DRAIN OF SUBDRAIN
FINE AGGREGATE AT LEAST ONE (1) FOOT SQUARE IN CROSS SECTION TO
CONNECT ALL STONE DRAINS.PLACE A VERTICAL DRAIN OF SUBDRAIN FINE
AGGREGATE AT LEAST ONE (1)FOOT SQUARE IN CROSS SECTION AT EACH
WEEP HOLE TO AN ELEVATION OF TWO (2) FEET BELOW THE SURFACE OF
THE EMBANKMENT.
CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS OF HEADWALLS FOR REVIEW
AND APPROVAL. FABRICATION SHALL NOT BEGIN UNTIL ALL APPROVALS ARE
RECEIVED..
PAYMENT FOR CONCRETE HEADWALLS SHALL BE MADE UNDER NCDOT STANDARD
PAY ITEM 'REINFORCED CONCRETE ENDWALLS". UNIT OF MEASURE SHALL BE
CUBIC YARDS OF REINFORCED CONCRETE.
DEWATERING WILL BE REQUIRED FOR HEADWALL CONSTRUCTION. NO SEPARATE
PAYMENT WILL BE MADE FOR DEWATERING.
NO WORK SHALL BE DONE ON THE HEADWALLS UNTIL THE AREA OF THE HEADWALL
FOOTING PLUS TWO FEET IN EACH DIRECTION HAS BEEN UNDERCUT A MINIMUM OF
TWO FOOT BELOW THE BOTTOM OF FOOTING AND UNSUITABLE MATERIAL REPLACED
WITH SUITABLE MATERIAL, PROPERLY COMPACTED TO THE REQUIRED ELEVATION.
THE LIMITS OF THIS UNDERCUT EXCAVATION SHALL BE AT LEAST THE LIMITS OF THE
HEADWALL FOOTING PLUS TWO FEET IN EACH DIRECTION. NO SEPARATE PAYMENT
SHALL BE MADE FOR ANY TEMPORARY SHEETING,UNDERCUT,OR UNSUITABLE
MATERIAL REPLACEMENT AS REQUIRED TO CONSTRUCT THE PROPOSED HEADWALL.
PAYMENT IS INCLUDED IN THE 'REINFORCED CONCRETE END WALL"'PAY ITEM.
FOR GEOTECHNICAL INFORMATION AND BORING INFORMATION, SEE GEOTECHNICAL
REPORT.
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HEADWALL 6-1 NOTES
LIGHTWEIGHT BACKFILL REQUIRED FOR HW6-1. INSTALL TO A DISTANCE OF ll/ -O//
FROM OUTSIDE FACE OF HEADWALL.
PAYMENT FOR LIGHTWEIGHT BACKFILL SHALL BE MADE UNDER PAY ITEM
"LIGHTWEIGHT AGGREGATE BACKFILL". UNIT OF MEASURE SHALL BE CUBIC
YARDS. SEE SPECIAL PROVISION.
HEADWA,LL TOTAL BILL OF MATERIALS
REINFORCED CONCRETE
END WALL
LIGHTWEIGHT AGGREGATE
BACKFILL
CU.YDS.
CU.YDS.
HW 6-1
30
125
HW 6-2
33
—
HW 7-1
39
—
TOTAL
102
125

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PLANS PREPARED BY.
Kim I ey))) H o r n
33�,FAYETTEVLLI ST.
SUITE. 600
RALEIGH, NC 27601
DHONE: [phone]
FAX: (919) 6 �7-2050
2 /-0// NC LICENSE �F-0102
2 CO2015
2-#7 "G" BARS 3-#4 "V" BARS STR. FACE DWK
---0- -4 DICKSON
3-#6 "'V"/BARS FILL FACE community infrastructure consultants
ZZ Transportation + Water Resources
1/-0// 1/-0// Urban Development + Geornatics
720 Corporate Drive
Raleigh, NC 27607
zz (v) 919.782.0495
2-#7 "G"'BARS EA.FACE (fl 919.782.9672
www.wkdickson.com
NC�UCENSENO.F-074
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w z :�� co
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NOTE. -REINFORCEMENT IS SHOWN IN HALF 0 -ow <
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OTHER HALF. 0 a- 0
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2-#4 'V" BARS STR. FACE
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11 3-#6 '/N" BARS
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NOTES -REINFORCEMENT IS SHOWN IN HALF
H W 6 - 2 E L EV' A T 10" N OF HEADWALL AND IS SIMILAR IN
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7/-0// 11/-0//
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PLANS PREPARED BY:
Kimley)))Horn
333 FAYE FTEVILLE Sr.
S�IlTr. COO
RALEIGH, NO 27601
PHONE; [phone]
FAX: [phone]
NC LICENSE #F-0102
Q2015
WDICKSON
community infrastructure consultants
Transportation + Water Resources
V-0/1 Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(,)gl 9.782.0495
(� 919182�9672
www.wkdickson.com
FILL F ACE NC. LICENSE NO. F -W74
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KHA PR0JFCJ-:
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W I INJIG E L E V A T 10" IN' 1"J" I P"' E 0" P EIN'ING ru-'ETAIL DATE: 12-11-2015
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NOTES. -REINFORCEMENT IS SHOWN IN HALF
HW 7-1 ELEVATI01 \4 OF HEADWALL AND IS SIMILAR IN
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NUZZEMINUMOM
PLANS PRE
Kimle
333 FAYETTEVIL
SUITE, 600
RAL EIGH, NC 27(
PHONE: (919) 6-17
FAX: [phone]
NC LICENSE #F -
0O2015
9%wi
1.
WD1(
community infrz
Transportation
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720 Coj
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& BOTTOM (TYP-) BOTTOM (TYP.) #7 '2""BAR V-0"
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nil f,*Ir,) a e 0 w—
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00
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C%1j
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10908
PHASING DIAGRAM
PHASING DIAGRAM DETECTION LEGEND
1-8
DETECTED MOVEMENT
UNDETECTED MOVEMENT (OVERLAP)
UNSIGNALIZED MOVEMENT
PEDESTRIAN MOVEMENT
-TABLE OF OPERATION
SIGNAL
FACE
PHASE
02
03
04
06
21) 2-2323—EMME
MINIMUM GREEN
10 SEC.
7 SEC.
7 SEC.
10 SEC.
7 SEC.
PASSAG&GAP *
2.0 SEC.
2.0 SEC.
2.0 SEC.
Emmo
2.0 SEC.
YELLOW CHANGE INT.
3.9 SEC.
3.0 SEC.
MMME
3.7 SEC.
3.2 SEC.
RED CLEARANCE
�Mfflmm
1.8 SEC.
1.5 SEC.
1.4 SEC.
1.6 SEC.
���Mmmm
30 SEC.
12 SEC.
30 SEC.
30 SEC.
1111111111114.1m, -MMMM
RECALL POSITION
MIN. RECALL
NONE
NONE
STOPLINE LOCATION DIAGRAM
EXISTING
EXISTING EXISTING
EXISTING
20'
2 0'
M 5,
aw
R
104
NEMA TIMING CHART
FEATURE
PHASE
02
03
04
06
08
MINIMUM GREEN
10 SEC.
7 SEC.
7 SEC.
10 SEC.
7 SEC.
PASSAG&GAP *
2.0 SEC.
2.0 SEC.
2.0 SEC.
2.0 SEC.
2.0 SEC.
YELLOW CHANGE INT.
3.9 SEC.
3.0 SEC.
3.3 SEC.
3.7 SEC.
3.2 SEC.
RED CLEARANCE
1.5 SEC.
1.8 SEC.
1.5 SEC.
1.4 SEC.
1.6 SEC.
MAX. I *
30 SEC.
12 SEC.
30 SEC.
30 SEC.
20 SEC.
RECALL POSITION
MIN. RECALL
NONE
NONE
MIN. RECALL
NONE
VEHICLE CALL MEMORY
LOCK
NONLOCK
NONLOCK
LOCK
NONLOCK
WALK *
— SEC.
SEC.
SEC.
7 SEC,
— SEC.
FLASHING DON'T WALK
— SEC.
SEC.
=SEC.
10 SEC.
— SEC.
VOLUME DENSITY
OFF
OFF
OFF
OFF
0 F F
ACTUATION B4 ADD *
VEH.
— VEH.
— VEH.
— VEH.
— VEH.
SEC. PER ACTUATION *
SEC.
— SEC.
— SEC.
— SEC.
— SEC.
MAX. INITIAL *
SEC.
— SEC.
— SEC.
— SEC.
— SEC.
TIME B4 REDUCTION *
SEC.
— SEC.
— SEC.
— SEC.
— SEC.
TIME TO REDUCE
SEC.
— SEC.
— SEC.
— SEC.
— SEC.
MINIMUM GAP
SEC.
— SEC.
— SEC.
— SEC.
— SEC.
SIGNAL
FACE I.D.
INSTALLATION
CABINET
CHART
Al I Heads L.E.D.
INDUCTIVE LOOPS
DETECTOR UNITS
INHIBIT
DELAY
DURING
GREEN?
Y
0
12
12//
0
81
21, 22, 23 P611
P62
41, 42
62
BAG
82
HEADS
16"
61
P21 P22
P41 P42
P813 P82
Uj
CC
C\I
Lo
CIRCLE
61
62
81 fi
81
4 2
35 IWPH _jj-7dR-
E
41 A
I­
Uj
co
(0
LU
F—
LU
CE
P81
P 2 1
LU ­
0,0
Lo
NEMA
LOOP & DETECTOR
with TS -2
INSTALLATION
CABINET
CHART
INDUCTIVE LOOPS
DETECTOR UNITS
INHIBIT
DELAY
DURING
GREEN?
INHIBIT
DELAY
DURING
GREEN?
NEMA LOOP & DETECTOR ZONE CHART
with TS -2 CABINET
DETECTION ZONES
DETECTOR UNITS
INHIBIT
DELAY
DURING
GREEN?
RADAR DETECTION ZONE
PROJECT REFERENCE NO. SHEET NO.
SIG. 1
3 PHASE
FULLY ACTUATED
(GREENVILLE SIGNAL SYSTEM)
NOTES
1. Refer to "Roadway Standard Drawings NCDOT' dated
January 2012, "Standard Specifications for Roads and
Structures" dated January 2012, and all applicable
sections of the latest version of the generic
D 0 W 0 ; . Tk DOD k 14
1up't put, luvou"11). r, Ua"UCUIVII-100c;
at the following website:
http:/Mm.ncdot.org/doh/preconstrucVtraffic/itss/
2. Omit phase 3 during phase 4 on,
3. Program controller to clear from phase 4+8 to phase 3+8
by progressing through phase 2+6 (see Electrical
Details).
4. Reposition existing signal heads numbered 21, 22, 61
and 62, as required.
5. Set all detector units to presence mode.
6. Omit "WALK' and flashing "DONT WALK'with no
pedestrian calls.
7. Program pedestrian heads to countdown the flashing
'in 1+ 1AW1,11 t; I
UH I I lu U" Y.
8. Maximum times shown in timing chart are for free -run
operation only, Coordinated signal system timing values
shall supersede these values.
9. Bag existing heads as shown under Signal Face I.D.
10. Disconnect all existing loops not shown in the Loop &
Detector Installation Chart.
11. Underground signal conduit will be impacted by utility work.
Reroute wiring as necessary to maintain signal functionality
throughout construction,
12. Contractor shall reposition radar detection zones as
needed through construction.
6
LEGEND
PROPOSED EXISTING
0__� Traffic Signal Head 4V-4-
G_� Modified Signal Head N/A
Sign
Pedestrian Signal Head
With Push Button & Sign
Metal Pole with Mastarm IEEEE�_
Inductive Loop Detector C__�
Out of Pavement Defector
Controller & Cabinet
Junction Box
-------------- 2—in Underground Conduit — - — - — - — - —
N/A Right of Way
Directional Arrow >
Construction Zone Drums 0 a
Construction Zone 0112
Construction Barricade
Type 11 Signal Pedestal
419NOW Radar Detection Area
TEMPORARY DESIGN 1 - CULVERT SEQUENCING STEP 7

C
LLI
I
C\1
V
C
a)
C
(n
I
4D
L
0
CD
CD
CC)
0
0
C:
C
W
�L
C
D
W
C\J
00
"I
- ---------
PROJECT REFERENCE NO. SHEET NO.
NOTES SIG. 2
EDI MODEL MMU -16E 1. To prevent "Flash -Conflict" problems, wire all unused load
MALFUNCTION MANAGEMENT UNIT switches to flash red. verify that signal heads flash in
PROGRAMMING DETAIL - accordance with the signal plans.
FIELD CONNECTION HOOK-UP CHART
PHASE
1
2
3
4
5
6
7
8
2
PED
4
PED
(program
card and set switches as shown below)
SIGNAL
HEADNO.
2
lo prevenT red failures on unused monITOr chGnne139 Tie
81
41,42
NU
61,62
NU
81,82
NU
NU
P611
P62
NU
RED
LOAD RESISTOR INSTALLATION DETAIL
2R
LOADBAY POSITIONS ....... 12
4R
INSERT DETECTOR CARDS IN RACK ACCORDING TO THE DETAIL SHOWN BELOW.
6R
ACCEPTABLE VALUES
unused load switch red outputs 1,5,7,9,10911, & 12 to
9
0
YELLOW
10
2Y
4Y
6Y
8Y
T
—
WAVETRONIX
T
GREEN
load switch ac+ by inserting G jumper plug in the unused
215
—
4G
3
6G
10
8G
RADAR
DELAY
3
16
RED
DELAY
10
E
load switch socket from pin 1 (is oc+) to pin 3 (red out).
E
E
_0
1 2
0
3
0
4
0
5
0
6
0
7
0
8
0
9
0
10
0
11
0
12
0 0 0
13 14 15
0
16
make sure all flash transfer relays are in place.
_0
0
0
0
0
0
0
0
0
0
0
0 0 0
0
LIS
P
L10
P
P
- 0
23
0
0
4
0
0
5
0
D
0
7
0
0
8
0
0
9
0
0
10
0
It
�
0
12
0
0
13
0
0 0 0
14 15 16
0 0 0
3.
Program controller to start up in phases 2 and 6 green.
ARROW
-0
34
0
0
5
0
6
0
0
7
0
0
D
0
9
0
0
10
0
0
it
0
12
0
13
0
0
14
0
0 0
15 16
0 0
OPTIONS
11R
11G
-0
0
0
0
0
0
0
0
0
0
0
4.
Set power -up flash time to 10 seconds and implement on the
45
0
6
0
7
0
8
9
0
10
0
11
0
12
0
13
0
14
0
15
0
16
0
Pi
9
—GY ENABLE
malfunction management unit. set controller power -up
- 0
56
0
7
0
8
0
9
0
10
0
11
0
12
0
13
0
14
0
15
0
16
2
10
0=—RP DISABLE
0
0
0
0
0
0
0
0
0
0
0
3
11
—WD ENABLE
f I ash t !me to 0 seconds.
0
67
0
8
0
9
0
10
1
D
0
12
0
13
0
14
0
15
0
16
4
12
WALK DISABLE
0
- 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5
13
—CF ENABLE
5.
Enable simultaneous gap -out feature, on controller unitg
78
0
9
0
10
0
11
0
12
0
13
0
14
0
15
0
16
0
0 6
14
—CVM LOG DISABLE
for all phases.
0
89
0
10
0
11
0
12
0
13
0
14
0
15
0
16
7
0
15
0
0
0
0
0
0
0
0
8
16
0
9 10
_0
0
11
0
0
12
0
0
13
0
0
14
0
0
15
0
0
16
0
OFF< ->ON
L 1
OFF< ->ON
OFF< ->ON
6.
Program detectors in accordance with the manufacturer's
_0
0
0
0
0
0
instructions to accomplish the detection schemes shown on
10 11
_0
12
0
13
0
14
0
15
0
16
0
MINIMUM
8 7
6 5 4 3 2 1
FIELD CHECK/DUAL ENABLE
the signal design plans.
_0
11 12
0
13
0
14
0
15
0
16
YELLOW
0 0
0 0 0 0 00
_0
013
0
014
0
0
0
CHANGE
0 0
0 0
0 0 00 00
0 0 Q� 0 ON@)
127
0
0
105
0
106
0
DISABLEE00
16 15
0 0 910 We'
14 13 12 1110 9
P2
DENOTES
POSITION
7.
Program detector call delay and extension timing on the
_'
1314
0
15
0
16
MINIMUM
FLASH TIME[:
D 0
0 00
OF SWITCH
controller, unless otherwise specified.
0
0
0
0
0
147015
0
016
n
24 V
r'%Ihi I
8 4 :2 1
LATCH ENABLE:fl
ATPU CKIAPI 17
0
C -4- 1 1 A 4- 4- A 7 -4- 1 4- A
FIELD CONNECTION HOOK-UP CHART
PHASE
1
2
3
4
5
6
7
8
2
PED
4
PED
6
PED
8
PED
SIGNAL
HEADNO.
NU
21,22
23
81
41,42
NU
61,62
NU
81,82
NU
NU
P611
P62
NU
RED
LOAD RESISTOR INSTALLATION DETAIL
2R
LOADBAY POSITIONS ....... 12
4R
INSERT DETECTOR CARDS IN RACK ACCORDING TO THE DETAIL SHOWN BELOW.
6R
ACCEPTABLE VALUES
8R
9
0
YELLOW
10
2Y
4Y
6Y
8Y
T
—
WAVETRONIX
T
GREEN
T
215
—
4G
3
6G
10
8G
RADAR
DELAY
3
16
RED
DELAY
10
E
DETECTOR
E
E
E
ARROW
CH2
CH2
CH2
CH2
CH2
YELLOW
3Y
M
M
M
M
ARROW
L2
L8
LIS
P
L10
P
P
P
4
2
GREEN
6
T
3G
T
T
T
ARROW
y
y
y
11R
11G
-0
CHI
CHI
1 16
0 0
CHI
NU - NOT USED
CHI
9. Program phases 4 and 8. on controller unit, for dual entry.
DENOTES INSTALL LOAD RESISTOR. SEE LOAD RE I SISTOR
MMU PROGRAMMING CARD
2A
INSTALLATION DETAIL THIS PAGE.
L3
10. This controller and cabinet are part of the the Greenville Signal
L7
L 5
System.
L9
2C
EQUIPMENT INFORMATION
S
CONTROLLER .............. ECONOLITE ASC/2S-2100
NU
03
CABINET ................ ECONOLITE (P38) WITH BASE EXTENSION
04
DETECTOR RACK SET-UP DETAIL
CABINET MOUNT ........... BASE
LOAD RESISTOR INSTALLATION DETAIL
Ll 4A,L1 413
LOADBAY POSITIONS ....... 12
L
INSERT DETECTOR CARDS IN RACK ACCORDING TO THE DETAIL SHOWN BELOW.
LOAD SWITCHES USED ...... 2,3,4,6,8.11
ACCEPTABLE VALUES
PARTIUULAR ULILULUK UHANNLL�) ILL UALL [-HA�)L�) INUIUAILL). rNA3L3 u3LU . . . . . . . . . . . . . 49J94909090rLu
ni A MnT HCEn
. . 0 . . 0 . . . . . . . . . . . . .
OLB ..................... NOT USED
OLC ..................... NOT USED
VALUE
CHI
CHI
CHI
CHI
25W (min)
CHI
3.OK
I 1OW (min)
L4A,L4B
2A
L5A,L5B
L3
L 1
L7
L 5
S
L9
2C
S
S
S
NU
03
0 1
04
02
L
02
Ll 4A,L1 413
L
L
L
8
8
9
0
10
6
T
—
WAVETRONIX
T
T
T
—
14
3
DELAY
10
15
RADAR
DELAY
3
16
BIU
DELAY
10
E
DETECTOR
E
E
E
CH2
CH2
CH2
CH2
CH2
M
M
M
M
L4
L2
L8
LIS
P
L10
P
P
P
4
2
8
6
T
6
T
T
T
y
y
y
y
. . 0 . . 0 . . . . . . . . . . . . .
OLB ..................... NOT USED
OLC ..................... NOT USED
VALUE
(ohms)
WATTAGE
1.5K
1.9K
25W (min)
12.OK
3.OK
I 1OW (min)
-PHASE 3 RED
(3R)
OLD ....................... NOT USED
PEDESTRIAN PUSH-BUTTON WIRING DETAIL
AC_
(wire push—buttons as shown below)
P14&:� A PF P/ /7-TnA/q
CyUNIDOWN PEDIESFIRIAN 01UN/AL VrCn1A11UN
DISCONNECT (ON POLE)
CONTROLLER CABINET
AC- Countdown Ped Signals are required to display timing only during
Ped Clearance Interval. Consult Ped Signal Module user's manual
for instructions on selecting this feature.
WIRE LOOPS TO TERMINALS PROGRAM CONTROLLER DETECTORS PHASE 6 PED
ISOLATOR INPUT
ON LOOP PANEL AS SHOWN ACCORDING TO THE SCHEDULE
IN THE CHART BELOW SHOWN IN THE CHART BELOW
LOOP NO.
LOOP PANEL
TERMINALS
1 A
Ll A, Ll B
2B
L2A,L2B
3A
L3A,L3B
4B
L4A,L4B
2A
L5A,L5B
6A
L6A,L6B
4A
L7A,L7B
8A
L8A,L8B
2C
L9A,L9B
6B
Ll OA, Ll OB
NU
Ll 1 A, Ll 1B
NU
L 12 A 9 L 12 B
2A
Ll 3A,Ll 3B
3A
Ll 4A,L1 413
Ll 5A,L1 5B
8A
L 16 A_,_L_1 -6 B_J
NOTE
BE SURE TO PROGRAM
DETECTOR TYPES AND
TIMERS (EXTEND AND
DELAY) AS SHOWN ON
THE SIGNAL PLANS.
DISCONNECT
CONTROLLER
DETECTOR NO.
FUNCTION
TIMING
FEATURE
TIME(SEC)
02
1
DELAY
10
2
2
05
6
3
3
DELAY
10
4
4
DELAY
10
5
2
6PED
12
6
6
7
4
DELAY
3
8
8
9
2
10
6
12
—
13
2
—
14
3
DELAY
10
15
8
DELAY
3
16
8
DELAY
10
THIS ELECTRICAL DETAIL IS FOR
THE SIGNAL DESIGN: C-0012Ti
DESIGNED. APRIL 2015
SEALED: 12-8-2015
LOAD SWITCH ASSIGNMENT DETAIL REVISED:
(program controller according to schedule in chart below)
LOAD SWITCH
NUMBER
FUNCTION
1
01
2
02
3
03
4
04
5
05
6
06
7
07
8
08
9
2PED
10
4PED
11
6PED
12
8PED
TEMPORARY DESIGN 1 CULVERT SEQUENCING STEP
ELECTRICAL AND PROGRAMMING SEAL
DETAILS FOR: READE CIRCLE
CARo�l
AT
��,SS/4
<CS Gm:enville
'V1 EVANS STREET
SEAL
Find yourself in gDod company 032607
PLANS PREPARED IN THE OFFICE OF: PITT COUNTY GREENVILLE
KimlepoHorn PLAN DATE: APRIL 2015 REVIEWED BY: SL PHILLIPS
PREPARED BY: SP PENNINGTON REVIEWED BY:
NC License #F-01 02
P.O. Box 33068 0 SCALE 30 REVISIONS INIT. DATE
Raleigh, NC 27636 ------------------------------------------ ---------
[phone] ---------------- ------- --------------------------- ---------- URL DATE
------ -------------------------------- -1- --------- SIG INVENTORYNO. r-0019TI
---------------- ---------------- ------------------- ---------- ------------ ------ ­­­ ---------- ----------- ---------------------------------------------------------------- n�� --------- ---------- ------- ----------- ------------- ------------------ -------------------------------------------------------
----------- M ...........

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
PROJECT REFERENCE NO. SHEET
- - - - - - - - - -
NO.
PHASING
DIAGRAM
QTn
I
y
02+6 03+8
A
y
01+G
04+8
TABLE OF OPERATION
SIGNAL
FACE
DETECTOR UNITS
maiMMINE11
FEATURE
Mill I Z
INHI11IT
DELAY
DURING
GREEN?
PHASE
=
01
02
=11M�m
04
06
08
MINIMUM GREEN
7
SEC.
10
SEC.
7 SEC.
7
SEC.
10
SEC.
7
SEC.
PASSAGE/GAP *
2.0
SEC.
2.0
SEC.
2.0 SEC.
2.0
SEC.
2.0
SEC.
2.0
SEC.
MMME
3.0
SEC.
3.9
SEC.
3.0 SEC.
3.3
SEC.
3.7
SEC.
3.2
SEC.
RED CLEARANCE
2.4
SEC.
1.7
SEC.
SIGNAL FACE I.D.
Al I Heads L.E.D.
12" 12 1611
61 21 22 P21 P22
81 41 42 P41 P42
62 P61 P62
82 P81 P82
NEMA LOOP & DETECTOR INSTALLATION CHART,,
with TS -2 CABINET
INDUCTIVE LOOPS
DETECTOR UNITS
maiMMINE11
FEATURE
Mill I Z
INHI11IT
DELAY
DURING
GREEN?
PHASE
=
01
02
=11M�m
04
06
08
MINIMUM GREEN
7
SEC.
10
SEC.
7 SEC.
7
SEC.
10
SEC.
7
SEC.
PASSAGE/GAP *
2.0
SEC.
2.0
SEC.
2.0 SEC.
2.0
SEC.
2.0
SEC.
2.0
SEC.
YELLOW CHANGE INT.
3.0
SEC.
3.9
SEC.
3.0 SEC.
3.3
SEC.
3.7
SEC.
3.2
SEC.
RED CLEARANCE
2.4
SEC.
1.7
SEC.
2.8 SEC.
2.5
SEC.
1.7
SEC.
2.6
SEC.
MAX. I *
15
SEC.
30
SEC.
15 SEC.
30
SEC.
30
SEC.
20
SEC.
RECALL POSITION
NONE
MIN. RECALL
NONE
NONE
MIN. RECALL
NONE
VEHICLE CALL MEMORY
NONLOCK
LOCK
NONLOCK
NONLOCK
LOCK
NONLOCK
WALK *
—
SEC.
7
SEC.
SEC.
7
SEC.
7
SEC.
7
SEC.
FLASHING DON'T WALK
SEC.
12
SEC.
SEC.
17
SEC.
10
SEC.
14
SEC.
VOLUME DENSITY
OFF
OFF
OFF
OFF
OFF
OFF
ACTUATION B4 ADD
VEH.
—
VEH.
— VEH.
—
VEH.
—
VEH.
4 PHASE
FULLY ACTUATED
(GREENVILLE SIGNAL SYSTEM)
NOTES
1. Refer to "Roadway. Standard Drawings NCDOT'dated
January 2012, "Standard Specifications for Roads and
Structures" dated January 2012, and all applicable
sections of the atest version of the generic
Project Special Provisions. The PSP can be accessed
at the following website:
http://www.ncdot.org/doh/preconstruct/traffic/itss/
2. Omit phase 3 during phase 4 on.
3. Program controller to clear from phase 4+8 to phase 3+8
by progressing through phase 2+6 (see Electrical
*Set sensitivity to appropriate level to detect bicycles Details).
4. Reposition existing signal heads numbered 21, 22, 61
PHASING DIAGRAM DETECTION LEGEND and 62, as required.
5, Set all detector units to presence mode.
DETECTED MOVEMENT 6. Omit WALK'and flashing "DONT WALK'with no
-04— UNDETECTED MOVEMENT (OVERLAP) pedestrian calls.
-0* — — UNSIGNALIZED MOVEMENT 7. Program pedestrian heads to countdown the flashing
"Don't Walk"time only.
-<— — PEDESTRIAN MOVEMENT 8. Maximum times shown in timing chart are for free -run
operation only. Coordinated signal system timing values
LU 4 shall supersede these values.
r"1% (4 9 Return all existinn Radar equipment back to
C:
C:
Ld
C
(n
C:
CP
00 -
CC City of Greenville.
0 (A M 10. Paint new bicycle markings (as shown on page 9C.05 of
cc: the 2009 edition of the MLITCD) in the center of new
loop 6B.
11. New loops will be installed before the final asphalt overlay.
C
III 2<`
_�Lj� - :> 0,
LO j)i I�A f-0
82
READE CIRCLE 81(2082
............ K In " T
--- J,X 61
P421 P62
__r E 6
A
62
61
21
> 2 22
P41 P81 PROPOSED LEGEND EXISTING
22 42 41 2 Traffic Signal Head 9-0-
5 MPH -190 GRADE LU U_� Modified Signal Head N/A
Im --I Sign --- i
<
LLI Pedestrian Signal Head
W With Push Button & Sign
cc 0\0
C:� Metal Pole with Mastarm IFEEE��
Inductive Loop Detector C
U) Junction Box
--------------
2–in Underaround Conduit ---------
a)
(D
L
L)
9
0
OD
Q0
LO
0
C
0
C
C
U)
M
r-
rl-
3 N/A Right of Way
> Directional Arrow >
Street Sign
FINAL DESIGN
READE CIRCLE SEAL
04
AT
e S/4%
�G 'Ile
reenvi
'V'NO�RTHCA�Rf,'L�NA EVANS STREET
SEAL
And yourseff in good company 032607
PLANS PREPARED IN THE OFFICE OF: PITT COUNTY GREENVILLE
PLAN DATE: APRIL 2015 REVIEWED BY: SL PHILLIPS
Kim I ey))) H o r n PREPARED BY: SP PENNINGTON REVIEWED BY:'
These values may be field adjusted. Do not adjust Min Green and Extension times for NC License #F-01 02 SCALE REVISIONS INIT. DATE -----
P.O. Box 33068 30
phases 2 and 6 lower than what is shown. Min Green for all other phases should not be 0
Raleigh, NC 27636
lower than 4 seconds. --- ------------ ----- S�GNATURe DATE
011 [phone] 1 =30, ----------------------------------------------------- ------------------ ----------- SIG. INVENTORY NO. C-0012
------------------ -------------­----- ---------------- ........ -------------------------------- .... ......
---------------- ------- -------- ----------- ----------------------------------------------- --------- --------- ----------- ------------ ... ........ --------- -------- --------
NEMA TIMING CHART
FEATURE
PHASE
01
02
03
04
06
08
MINIMUM GREEN
7
SEC.
10
SEC.
7 SEC.
7
SEC.
10
SEC.
7
SEC.
PASSAGE/GAP *
2.0
SEC.
2.0
SEC.
2.0 SEC.
2.0
SEC.
2.0
SEC.
2.0
SEC.
YELLOW CHANGE INT.
3.0
SEC.
3.9
SEC.
3.0 SEC.
3.3
SEC.
3.7
SEC.
3.2
SEC.
RED CLEARANCE
2.4
SEC.
1.7
SEC.
2.8 SEC.
2.5
SEC.
1.7
SEC.
2.6
SEC.
MAX. I *
15
SEC.
30
SEC.
15 SEC.
30
SEC.
30
SEC.
20
SEC.
RECALL POSITION
NONE
MIN. RECALL
NONE
NONE
MIN. RECALL
NONE
VEHICLE CALL MEMORY
NONLOCK
LOCK
NONLOCK
NONLOCK
LOCK
NONLOCK
WALK *
—
SEC.
7
SEC.
SEC.
7
SEC.
7
SEC.
7
SEC.
FLASHING DON'T WALK
SEC.
12
SEC.
SEC.
17
SEC.
10
SEC.
14
SEC.
VOLUME DENSITY
OFF
OFF
OFF
OFF
OFF
OFF
ACTUATION B4 ADD
VEH.
—
VEH.
— VEH.
—
VEH.
—
VEH.
—
VEH.
SEC. PER ACTUATION
SEC.
—
SEC.
— SEC.
—
SEC.
—
SEC.
—
SEC.
MAX. INITIAL *
SEC.
—
SEC.
— SEC.
—
SEC.
—
SEC.
—
SEC.
TIME B4 REDUCTION
SEC.
—
SEC.
— SEC.
—
SEC.
—
SEC.
—
SEC.
TIME TO REDUCE
SEC.
—
SEC,
— SEC.
—
SEC.
—
SEC.
—
SEC.
MINIMUM GAP
SEC.
—
SEC.
— SEC.
—
SEC.
—
SEC.
—
SEC.
3 N/A Right of Way
> Directional Arrow >
Street Sign
FINAL DESIGN
READE CIRCLE SEAL
04
AT
e S/4%
�G 'Ile
reenvi
'V'NO�RTHCA�Rf,'L�NA EVANS STREET
SEAL
And yourseff in good company 032607
PLANS PREPARED IN THE OFFICE OF: PITT COUNTY GREENVILLE
PLAN DATE: APRIL 2015 REVIEWED BY: SL PHILLIPS
Kim I ey))) H o r n PREPARED BY: SP PENNINGTON REVIEWED BY:'
These values may be field adjusted. Do not adjust Min Green and Extension times for NC License #F-01 02 SCALE REVISIONS INIT. DATE -----
P.O. Box 33068 30
phases 2 and 6 lower than what is shown. Min Green for all other phases should not be 0
Raleigh, NC 27636
lower than 4 seconds. --- ------------ ----- S�GNATURe DATE
011 [phone] 1 =30, ----------------------------------------------------- ------------------ ----------- SIG. INVENTORY NO. C-0012
------------------ -------------­----- ---------------- ........ -------------------------------- .... ......
---------------- ------- -------- ----------- ----------------------------------------------- --------- --------- ----------- ------------ ... ........ --------- -------- --------

PROJECT REFERENCE NO. SHEET NO.
N 0 T E S SIG. 4
FIELD CONNECTION HOOK—UP CHART
PHASE
1
2
3
4
5
6
7
8
2
PED
EDI
MODEL MMU -16E
8
PED
SIGNAL
HEAD NO.
1.
To prevent "Flash-Con-Flict" problems, wire all unused load
81
41,42
NU
61,G2
NU
81,82
I
P21,
P22
P41,
P42
P61,
P62
P81,
P82
RED
MALFUNCTION
MANAGEMENT
UNIT
4R
0 0
switches to fIGsh red. verify that signal heads fIGsh in
L
8R
10
USED
INSTALLATION DETAIL THIS
PAGE.
YELLOW
0
16
0
2Y
8.
4Y
detector
6Y
channels to presence mode.
BY
12
-0
15 16
X-0
accordance with the signal plans.
0
GREEN
3
2G
10
413
LOAD RESISTOR
613
CH2
8G
CH2
9.
PROGRAMMING DETAIL
phases 4
RED
controller unit, -for dual entry.
0
FINAL DESIGN
MMU
PROGRAMMING CARD
10.
This controller
and cabinet
Gre part of the the Greenville Signal
ACCEPTABLE VALUES
PHASE 1 RED
N Q)
ARROW
for instructions on selecting this -feature.
(program card
and set switches as shown
below)
L6
2.
To prevent red fcilures on unused monitor channels, tie
L16
L 14
P
P
P
YELLOW
ly
02
3Y
NOT
06
06
NOT
08
T
T
T
unused load switch red outputs 5 & 7 to
ARROW
USED
USED
y
y
y
GREEN
113
313
load switch ac+ by inserting a jumper plug in the unused
ARROW
load switch socket from pin 1 (Is cc+) to pin 3 (red out).
-0
12
0
3
0
4
0
5
�6
0
7
0
B
0
9
0
10
1)
012
013 014 015 016
0
11R
12R
make sure Gil flash transfer relays are in pIcce.
_0
0
0
0
0
0
0
0
12G
0
0 0 0 0
- 0
23
0
0
4
0
0
5
0
D
0
7
0
0
8
0
9
0
10
0
11
0
12
0
0
13
0
0 0 0
14 15 16
0 0 0
3.
Program controller to stGrt up in phases 2 and 6 green.
-0
34
0
5
0
6
0
7
�8
09
100
101
20
0
13
0
14
0 0
15 16
OPTIONS
0
- 0
4 5
0
0
6
0
0
7
0
�8
0
9
0
1)
0
0
11
0
1�2
130
0
140
0
15
0
0 0
16
0
9
—GY ENABLE
4.
Set power -up fIGsh time to 10 seconds and implement on the
-0
0
0
0
0
0
0
0
0
1
malfunction management unit. set controller power -up
- 0
56
0
0
7
0
0
8
0
0
9
0
0
10
0
0
11
0
0
12
0
0
13
0
0
14
0
0
15
0
0
16
0
2
3
1 0
11
—RP DISABLE
—WD ENABLE
flash time to 0 seconds.
- 0
67
0
8
0
9
0
10
0,
V
0
12
0
13
0
14
0
15
0
16
4
12
WALK DISABLE
0
-0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5 11=
13
—CF ENABLE
5.
Enable simultaneous gGp-out feature, on controller unit,
78
0
9
0
10
0
11
0
12
0
13
0
14
0
15
0
16
0
0 1 6
14
—CVM LOG DISABLE
for all phases.
-0
89
D
1
10
12�
0
13
0
14
15
0
0
16
0
7
0
15
N=
0
0
0
0
0
8
1116
EE=1
0
9-10
0
11
0
12
0
0
13
0
0
14
0
0
15
0
0
16
0
OFF< ->ON OFF< ->ON
OFF< ->ON
6.
Program detectors in accordance with the manufacturer's
o'
0
0
0
0
instructions to accomplish the detection schemes shown on
I o_ 101
0
V
13
0
14
0
15
0
16
0
8 7
6 5 4 3 2 1
FIELD CHECK/DUAL
ENABLE
the signal design plans.
0
1 13
0
1 "�
0
I A
0
1 R
0
I a
MINIMUM
0 0
0 0 0 0 0 0
FIELD CONNECTION HOOK—UP CHART
PHASE
1
2
3
4
5
6
7
8
2
PED
4
PED
6
PED
8
PED
SIGNAL
HEAD NO.
61
21,22
81
41,42
NU
61,G2
NU
81,82
I
P21,
P22
P41,
P42
P61,
P62
P81,
P82
RED
DENOTES INSTALL LOAD
2R
0
4R
0 0
6R
L
8R
10
USED
INSTALLATION DETAIL THIS
PAGE.
YELLOW
0
16
0
2Y
8.
4Y
detector
6Y
channels to presence mode.
BY
12
-0
15 16
X-0
DELAY
0
GREEN
3
2G
10
413
LOAD RESISTOR
613
CH2
8G
CH2
9.
Program
phases 4
RED
controller unit, -for dual entry.
0
FINAL DESIGN
MMU
PROGRAMMING CARD
10.
This controller
and cabinet
Gre part of the the Greenville Signal
ACCEPTABLE VALUES
PHASE 1 RED
N Q)
ARROW
for instructions on selecting this -feature.
L 4
L2
L8
L6
L12
L10
L16
L 14
P
P
P
YELLOW
ly
02
3Y
NOT
06
06
NOT
08
T
T
T
ARROW
USED
USED
y
y
y
GREEN
113
313
ARROW
9R
1OR
11R
12R
9G
10G
11G
12G
— 0
013
0 0 0
0 0 0
0 CHA�'N�� 0 0 0 0 0 0 0 0
i OODDDD
VALUE (ohms)
WATTAGE
PHASE 3 RED
(3R)
DETECTOR RACK SET-UP DETAIL
EQUIPMENT INFORMATION
1.5K 1.9K
25W (min)
127
0
14 15 16
0 0 0
E
DISABL 0 0 0 0 P2
16 15 14 13 12 1110 9 DENOTES POSITION
7.
Program
detector
call delay
and extension timing on the
NU NOT USED
L 15
n- 014
0 0
15 16
0 00
MINIMUM FLASH TIMEf: )0 OF SWITCH
D
S
controller,
unless
otherwise
specl f led.
DENOTES INSTALL LOAD
RESISTOR. SEE LOAD RESISTOR
0
0 0
0 0
L
L
L
10
USED
INSTALLATION DETAIL THIS
PAGE.
-0
14 15
- 0
0
16
0
8 4 2 1
24 V LATCH ENABLE:fl
CVM LATCH ENABLE
8.
Set all
detector
card unit
channels to presence mode.
BIU
12
-0
15 16
X-0
DELAY
0
13
3
DELAY
10
E
LOAD RESISTOR
INSTALLATION DETAIL
CH2
CH2
CH2
9.
Program
phases 4
and 8. on
controller unit, -for dual entry.
0
FINAL DESIGN
MMU
PROGRAMMING CARD
10.
This controller
and cabinet
Gre part of the the Greenville Signal
ACCEPTABLE VALUES
PHASE 1 RED
N Q)
INSERT DETECTOR CARDS IN RACK ACCORDING TO THE DETAIL SHOWN BELOW. CONTROLLER .............. ECONOLITE ASC/2S-2100 I
PARTICULAR DETECTOR CHANNELS WILL CALL PHASES INDICATED. CABINET ................ ECONOLITE (P38) WITH BASE EXTENSION Ac -
C
System.
CH1
VALUE (ohms)
WATTAGE
PHASE 3 RED
(3R)
DETECTOR RACK SET-UP DETAIL
EQUIPMENT INFORMATION
1.5K 1.9K
25W (min)
2.0K 3 -OK
1OW (min)
INSERT DETECTOR CARDS IN RACK ACCORDING TO THE DETAIL SHOWN BELOW. CONTROLLER .............. ECONOLITE ASC/2S-2100 I
PARTICULAR DETECTOR CHANNELS WILL CALL PHASES INDICATED. CABINET ................ ECONOLITE (P38) WITH BASE EXTENSION Ac -
C
UAD I NL I UUINI I . . . . . . . . . . . 0 /A 00 C_
LOADBAY POSITIONS ....... 12 AC_
LOAD SWITCHES USED ...... 1,2,3,4,6,8,9,10,11.12
PHASES USED ............. 192,39496,8,2PED94PED,6PED.BPED
OLA ..................... NOT USED LOAD SWITCH ASSIGNMENT DETAIL
OLB ..................... NOT USED (program controller according to schedule in chart below)
OLC ..................... NOT USED
(wire push—buttons as shown below)
El WIRE LOOPS TO TERMINALS PROGRAM CONTROLLER DETECTORS PHASE 2 PED BUTTONS
V)
ON LOOP PANEL AS SHOWN ACCORDING TO THE SCHEDULE (ON POLE)
CONTROLLER CABINET
�p IN THE CHART BELOW SHOWN IN THE CHART BELOW
AC- 7-
-F-
I -
(D
L
L)
5
0
C)
(N
00
LO
Ln
0
_J
0
4-
C
(D
CH1
CH1
CH1
CH1
CH1
CH1
CH1
CH1
2
2
05
6
L3
L 1
L7
L5
L 11
L9
L 15
L 13
S
S
S
Ll 2A_,_L1 2B
NOT
NOT
04
02
01
02
06
03
L
L
L
10
USED
USED
I N E�� - - - J
PLAN DATE: APRIL 2015
10
6
Countdown Ped Signals are required to display timing only during
-
0
T
0
T
0
T
BIU
12
6
DELAY
-
13
3
DELAY
10
E
E
E
CH2
CH2
CH2
CH2
CH2
CH2
CH2
CH2
0
FINAL DESIGN
PHA
8
ELECTRI A A
DRTAILS FOR. READE CIRCLE
I
ISOLATOR
M
M
M
for instructions on selecting this -feature.
L 4
L2
L8
L6
L12
L10
L16
L 14
P
P
P
------------------- ------------------- ------------------------ -------------- ------- ------------- ­_­­ ------------ ------------------- ....... ----------------------- ------- -------------------------------------------
04
02
08
NOT
06
06
NOT
08
T
T
T
USED
USED
y
y
y
UAD I NL I UUINI I . . . . . . . . . . . 0 /A 00 C_
LOADBAY POSITIONS ....... 12 AC_
LOAD SWITCHES USED ...... 1,2,3,4,6,8,9,10,11.12
PHASES USED ............. 192,39496,8,2PED94PED,6PED.BPED
OLA ..................... NOT USED LOAD SWITCH ASSIGNMENT DETAIL
OLB ..................... NOT USED (program controller according to schedule in chart below)
OLC ..................... NOT USED
(wire push—buttons as shown below)
El WIRE LOOPS TO TERMINALS PROGRAM CONTROLLER DETECTORS PHASE 2 PED BUTTONS
V)
ON LOOP PANEL AS SHOWN ACCORDING TO THE SCHEDULE (ON POLE)
CONTROLLER CABINET
�p IN THE CHART BELOW SHOWN IN THE CHART BELOW
AC- 7-
-F-
I -
(D
L
L)
5
0
C)
(N
00
LO
Ln
0
_J
0
4-
C
(D
NOTE
BE SURE TO PROGRAM
DETECTOR TYPES AND
TIMERS (EXTEND AND
DELAY) AS SHOWN ON
THE SIGNAL PLANS.
1�
CONTROLLER
DETECTOR NO.
LOOP PANEL
TERMINALS J;
TIMING
FEATURE
TIME(SEC)
02
3
03
4
2
2
05
6
3
7
07
8
4
4
MIA M
10
5
2
Ll 1 A, Ll 1 B
Ll 2A_,_L1 2B
6
PLANS PREPARED IN THE OFFICE OF-
(ON POLE)
7
4
DELAY
NOTE
BE SURE TO PROGRAM
DETECTOR TYPES AND
TIMERS (EXTEND AND
DELAY) AS SHOWN ON
THE SIGNAL PLANS.
1�
CONTROLLER
DETECTOR NO.
FUNCTION
TIMING
FEATURE
TIME(SEC)
02
3
03
4
2
2
05
6
3
7
07
8
4
4
DELAY
10
5
2
6PED
12
6
PLANS PREPARED IN THE OFFICE OF-
(ON POLE)
7
4
DELAY
3
8
8
DELAY
10
9
2
I N E�� - - - J
PLAN DATE: APRIL 2015
10
6
Countdown Ped Signals are required to display timing only during
-
11
1
DELAY
10
12
6
DELAY
-
13
3
DELAY
10
14
8
DELAY
3
15
6
(ON POLE)
-
16
AC -
0
PHASE 2 PED
ISOLATOR INPUT
PHASE 4 PED BUTTONS
inAi n1 r)
LOAD SWITCH
NUMBER
FUNCTION
1
01
2
02
3
03
4
04
5
05
6
06
7
07
8
08
9
2PE
10
4PED
11
6PED
12
8PED
'lie
AT
AC -
PHASE
4 PED
EVANS STREET
ISOLATOR
INPUT
V� 14 CAROLINA
t4,6 RT I
PHASE 6 PED BUTTONS
THIS ELECTRICAL DETAIL IS FOR
PLANS PREPARED IN THE OFFICE OF-
(ON POLE)
THE SIGNAL DESIGN: C-0012
GREENVI LILE
032607
COUNTDOWN PEDESTRIAN SIGNAL OPERATION
DESIGNED: APRIL 2015
Kirnley)))Horn
AC-
------ 0
I N E�� - - - J
PLAN DATE: APRIL 2015
REVIEWED BY:
Countdown Ped Signals are required to display timing only during
SEALED: 12-8-2015
NC License #F-0102
PHASE
6 PED
REVISED.- —
.4
L
ISOLATOR
INPUT
SCALE
Ped Clearance Interval. Consult Ped Signal Module user / s manual
PHASE 8 PED BUTTONS
P.O. Box 33068
0 30
REVISIONS
(ON POLE)
--------
AC -
0
FINAL DESIGN
PHA
8
ELECTRI A A
DRTAILS FOR. READE CIRCLE
ISOLATOR
INPUT
..agave ......
'lie
AT
< Greenvi
C
EVANS STREET
V� 14 CAROLINA
t4,6 RT I
SEAL
PLANS PREPARED IN THE OFFICE OF-
Pind youfnelf in good cof rpany
PITT COUNTY
GREENVI LILE
032607
COUNTDOWN PEDESTRIAN SIGNAL OPERATION
Kirnley)))Horn
-----------
SL PHILLIPS
I N E�� - - - J
PLAN DATE: APRIL 2015
REVIEWED BY:
Countdown Ped Signals are required to display timing only during
NC License #F-0102
---------------
INIT. DATE
.4
L
PREPARED BY: SP PENNINGTON
REVIEWED BY:
SCALE
Ped Clearance Interval. Consult Ped Signal Module user / s manual
P.O. Box 33068
0 30
REVISIONS
--------
--------- ­­ ---------------------
0
Raleigh, NC 27636
----------------------
00
for instructions on selecting this -feature.
[phone]
----------------- ------ ------------------------
----------
--
----------
SIGNATURE DATE
-------------------
------------------- ------------------- ------------------------ -------------- ------- ------------- ­_­­ ------------ ------------------- ....... ----------------------- ------- -------------------------------------------
---------- ---------------------------------------------------------- ------------------------------
1 If =30,
-------- -------- -------------------------------------
--------- __ ------------------ ­ ------
---------- ­­ ---------------------------------------------
-------- -----------SIG. INVENTORY NO. C-001
---------- ­ -------------

C
W
4-
C
0
C-)
LO
W
C
C
L
(D
(D
L
U
5
0
C,
C�
CD
C11
00
W
U')
0
_J
0
5
C:
to
01
cli
cli
00
C\J
PHASING DIAGRAM
02 03
04+8
PHASING DIAGRAM DETECTION LEGEND
qW DETECTED MOVEMENT
.10 UNDETECTED MOVEMENT (OVERLAP)
-.0 UNSIGNALIZED MOVEMENT
-<— — PEDESTRIAN MOVEMENT
STOPLINE LOCATION DIAGRAM
EXTEND EXISTING
STOP LINE
EXISTING
EXISTING
. .. . . ......
TABLE OF OPERATION
SIGNAL
FACE
DETECTOR UNITS
INHIBIT
DELAY
DURING
GREEN?
M_ W M.,
ME
ENNIM I
MMME
SIGNAL FACE I.D.
Al I Heads L.E.D.
12" 1211
F1 16"
---------------
81 41 42 P211 P22
82 P41 , P42
BAG SIGNAL HEADS *DISCONNECT DETECTORS
12"
16"
21, 22 P231 P24
NEMA LOOP & DETECTOR INSTALLATION CHART!
with TS -2 CABINET
INDUCTIVE LOOPS
DETECTOR UNITS
INHIBIT
DELAY
DURING
GREEN?
M_ W M.,
PROJECT REFERENCE NO. SHEET NO.
0
,Tr, r.
3 PHASE
FULLY ACTUATED
(GREENVILLE SIGNAL SYSTEM)
NOTES
1. Refer to "Roadway Standard Drawings NCDOT'dated
January 2012, "Standard Specifications for Roads and
Structures" dated January 2012, and all applicable
sections of the I est version of the neneric
Project Special Provisions. The PSP can be accessed
at the following website:
hftp://www.ncdot,org/doh/preconstrucVtraffic/itss/
Z Do not program signal for late night flashing
operation unless otherwise directed by the Engineer.
& Omit phase 3 during phase 4 on.
4. Program phase 4 and phase 8 for dual entry.
5. Reposition existing signal heads numbered 81 and 82, as reqiured.
6. Bag existing heads 21, 22, P23, P24, P81 and P82
7. Set all detector units to presence mode.
n ; JIMA 1111 A k "n MIT I
Q. lilt L C1H IIC1,3 My U VVMLr\ VVILH HU
pedestrian calls.
9, Program pedestrian heads to countdown the flashing
"Don't Walk" time only,
10. Maximum times shown in timing chart are for free -run
operation only. Coordinated signal system timing values
shall supersede these values.
11. Maintain pedestrian crossing on the south side of Reade
Circle and access to the pedestrian pushbuttons.
12, Underground signal conduit will be impacted by utility work.
Reroute wiring as necessary to maintain signal functionality
throughout construction.
2
10RN
1"
LEGEND
"Y"11,,"', '0,
8
41 0
PROPOSED EXISTING
EXISTING 0_� Traffic Signal Head
P22
P21
35 mpH -3% GRADE
C�__� Modified Signal Head N/A
(0
DISCONNECT
Sign
2
.... .. ..
Pedestrian Signal Head
With Push Button & Sign
EXISTING Metal Pole with Mastarm
Inductive Loop Detector
EXISTING
EXTEND EXISTING Controller & Cabinet
ST
OP LINE Junction Box
-------------- 2—in Underground Conduit — - — - — - — - —
N/A Right of Way
NEMA TIMING CHART
DISCONNECT > Directional Arrow >
PHASE Construction Zone Drums
FEATURE 02 03 04
MINIMUM GREEN 10 SEC. 7 SEC. 7 SEC. Construction Zone
PASSAGE/GAP * — SEC. 2.0 SEC. 2.0 SEC. Construction Barricade
YELLOW CHANGE INT. — SEC. 3.0 SEC. 3.3 SEC. S ' treet Name Sign
RED CLEARANCE — SEC. 2.3 SEC. 3.0 SEC. q/ No Left Turn Sign (133-2)
MAX. I * 30 SEC. 15 SEC. 20 SEC. �D No Right Turn Sign (R3-1)
RECALL POSITION NONE NONE NONE "YIELD" Sign 0-2)
VEHICLE CALL MEMORY LOCK NONLOCK NONLOCK
WALK * 7 SEC. SEC. 7 SEC.
FLASHING DON'T WALK 16 SEC. SEC. 16 SEC. TEMPORARY DESIGN 1 CULVERT SEQUENCING STEP 5
VOLUME DENSITY OFF OFF OFF READE CIRCLE SEAL
ACTUATION 84 ADD VEH. VEH. VEH. a",Savona#,
CAR
AT
4" lz:�
SEC. PER ACTUATION SEC. SEC. SEC. ree vi
G In 'We
COTANCHE STREET
MAX. INITIAL SEC. SEC. SEC. 0 4 C A R 0 L �3' f i A
SEAL
TIME B4 REDUCTION SEC. SEC. SEC. PLANS PREPARED IN THE OFFICE OF: Find yourself in good company' 032607
PITT COUNTY GREENVILLE
TIME TO REDUCE SEC. SEC. SEC. PLAN DATE: APRIL 2015 REVIEWED BY: SL PHILLIPS % S "-'VGIN6
Kolmley))Morn
PREPARED BY: SP PENNINGTON REVIEWED BY:
MINIMUM GAP SEC. SEC. SEC. NC License #F-0102 SCALE REVISIONS INIT. DATE L. Sao$
* These values may be field adjusted. Do not adjust Min Green and Extension times for P.O. Box 33068 0 30 1
phase 2 lower than what is shown. Min Green for all other phases should not be Raleigh, NC 27636 --------------------- ------------- --------- ------- -------- ------------------
lower than 4 seconds. [phone] ------------------ ­­_­ -------- ----------------------------------- SIGNATURE DATE
1 =30' ---------- I --- I ---------------- ------------ ____ --- _ ---- ­ L SIG. INVENTORY NO. C-00im

C
0
-C
C:
0
U
U)
(D
C
V)
C
V
4-
L_
(D
L
C-)
5
0
0
00
W
Lo
0
_J
C:
0
C:
0
12
00
--------------------------------
NOTES PROJECT REFERENCE NO. SHEET NO.
SIG. 6
EDI MODEL MMU -16E 1. To prevent "Flash -Conflict" problems, wire all unused load
MALFUNCTION MANAGEMENT UNIT switches to flash red. verify that signal hecds flash in
PROGRAMMING DETAIL accordance with the signal plans.
1-h M I -M-11 "-nfl COt C1114t,40C 17C ChA-711" hPIA01111 9 T r--% r-,CNWezn+ I-gzH -Pn 7 1 "�-nc r% "n"C-nei ri , 4- 1 4- 7
FIELD CONNECTION HOOK-UP CHART
PHASE
1
2
3
4
5
6
7
8
2
PED
4
PED
6
PED
8
PED
SIGNAL
HEAD NO.
�NU
F/ I I 1%_� I I'd %1J " ";Zo Q 9 lu
unused load switch red outputs 1,5,69799910911, & 12 to
load switch cc+ by inserting a jumper plug in the unused
load switch socket from pin 1 (is cc+) to pin 3 (red out).
81
41,42
NU
1_2
3
4
5
6
7
8
9 10
11
12 13 14 15 16
L
4R
L
L
L
make sure Gil flash transfer relays are in place.
15
9
0
0
0
0
0
0
0
0 0
0
0 0 0 0 0
8Y
12
NIC License #F-01 02
PREPARED BY:
SP PENNINGTON REVIEWEDBY:
GREEN
T
T
0
23
0
4
0
5
0
6
0
7
0
8
9
0 0
10 11
0
12
0 0 0 0
13 14 15 16
RED
-----------
- ----- ­
SIGNATURE DATE
Cir TWICKITnOV kin r, - A () I I
CH2
CH2
0
0
0
0
0
0
E
0 0
0
0 0 0 0
3.
Program controller to start up in phase 2 green.
M
M
0
34
0
0
5
0
0
6
0
0
7
0
D
0
9
0
0
10
0
0 0
11 12
0 0
0
13
0
0 0 0
14 15 16
0 0 0
P
P
P
OPTIONS
P
P
08
-0
45
0
6
0
7
�8
0
9
1)
0
11
0
12 130
140
0 0
15 16
-1
4.
Set power -up flash time to 10 seconds and implement on the
y
y
0
- 0
0
0
0
0
0
0
0
0
0
0
0 0
0 0
0
0
0 0
0
Pi
1
2
9
F 7E 1 0
-GY ENABLE
-RP DISABLE
malfunction management unit. set controller power -up
5 6
_0
7
0
8
0
9
0
10
0
11
0
12
0
13 14
0 0
15
0
16
0
3
11
-WD ENABLE
flash time to 0 seconds.
- 0
67
0
8
0
9
0
10
0
11
0
12
0
13
0 0
14 15
0
16
4
12
WALK DISABLE
0
-0
78
0
0
9
0
0
10
0
0
11
0
0
12
0
0
13
0
0
14
0 0
0 0
15 16
0
5
13
-CF ENABLE
5.
Enable simultaneous gGp-out on controller unit,
0
0
0
0
0
0
0
0 0
6
14
-CVM LOG DISABLE
- 0
e,
0
0
0
0
0
0
0
7
15
-for a I I phases
89
0
1:)
it
0
12
0
13
0
14
0
15
0
16
0
0
8
16
11[=
0
9 10
_0
0
11
0
0
12
0
0
13
0
0
14
0
0
15
0
0
16
0
OFF< ->ON
OFF< ->ON
OFF< ->ON
6.
Program detectors in accordance with the mGnu+Gcturer's
__0
10 11
0
12
0
13
0
14
0
15
0
16
instructions to accomplish the detection schemes shown on
_0
- 0
0
0
0
0
0
0
0
0
0
MINIMUM
8 7 6 5 4 3 2 1
0 0 0 0 0 0 0 0
FIELD CHECK/DUAL ENABLE
the signal design plans.
11 12
_0
-013
13
0
014
14
0
15
0
16
0
YELLOW
CHANGE
0 0 0 0 0 0 0
0 0 0 0 DO �
12
0
0
105
0
106
0
DISABL
't
0 0 0 0 0
16 15 14 13 12 1110 9
P2
0
DENOTES
POSITION
7.
Program detector call delay and extension timing on the
1�_o
14
0
0
15
0
0
16
0
MINIMUM
FLASH
TIMEE:
0 00
) 0
OF SWITCH
controller, unless otherwise specified.
0 0
8 4 1
-0
1415
0
0
16
0
24 V
CVM
LATCH ENABL
LATCH NABLE
+ n I I Hea + r- + r, ei P-ri " ri T + e� h ri n mc� I c + rN I- n C en, r1% /� n mr-lel
FIELD CONNECTION HOOK-UP CHART
PHASE
1
2
3
4
5
6
7
8
2
PED
4
PED
6
PED
8
PED
SIGNAL
HEAD NO.
�NU
NU
81
41,42
NU
NU
NU
81,82
P21,
P22
P41,
P42
NU
NU
RED
04
7
L
4R
L
L
L
8R
15
9
GREENVI LLE
032607
YELLOW
10
0
0
4Y
0
0
0
8Y
12
NIC License #F-01 02
PREPARED BY:
SP PENNINGTON REVIEWEDBY:
GREEN
T
T
T
413
T
T
BIU
8G
----------
16
RED
-----------
- ----- ­
SIGNATURE DATE
Cir TWICKITnOV kin r, - A () I I
CH2
CH2
CH2
CH2
E
ARROW
E
E
E
E
M
M
YELLOW
M
M
3Y
L 4
L2
L8
L6
P
P
P
ARROW
P
P
08
NOT
08
04
T
T
T
T
GREEN
T
315
y
y
y
y
Y
ARROW
USED
9R
1OR
9G
10G
-0
0 0 9. Program phases 4 and 8, on controller unit, for dual entry. NU = NOT USED
DENOTES INSTALL LOAD RESISTOR. SEE LOAD RESISTOR
MMU PROGRAMMING CARD 10. This controller and cabinet are port of the the Greenville Signal INSTALLATION DETAIL THIS PAGE.
System.
EQUIPMENT INFORMATION
CONTROLLER ... * ..... oo .... ECONOLITE ASC/2S-2100
CABINET ......... o ...... ECONOLITE (P38) WITH BASE EXTENSION
DETECTOR RACK SET-UP DETAIL CABINET MOUNT ........... BASE LOAD RESISTOR INSTALLATION DETAIL
LOADBAY POSITIONS.... ... 12
INSERT DETECTOR CARDS IN RACK ACCORDING TO THE DETAIL SHOWN BELOW. LOAD SWITCHES USED ...... 2,3,4,8,9,10
DADTT('H1 AD r)F-'TF-'(TnD (UAKINIEl Q T1 I rAl I DLJA(ZCQ Tt\lr)TrATCn DLJAQ�:Q H(Zr-7n '�) 7 A 0 ') D Cn A D Cn ACCEPTABLE VALUES PHASE 3 RED
.............
ULA ....... o ............. 114UI U3r-U
OLB ..................... NOT USED
OLC ..................... NOT USED
CHII
CH1
CH1
CHII
25W (min)
2.OK
3.OK
1OW (min)
2
6
06
7
L 3
L 1
L 7
L 5
4
S
S
S
S
S
S
��,Ssfo*
03
02
04
04
7
L
L
L
L
L
L
15
9
GREENVI LLE
032607
10
0
0
0
0
0
0
PHILLIPS
12
NIC License #F-01 02
PREPARED BY:
SP PENNINGTON REVIEWEDBY:
13
T
T
T
T
T
T
BIU
15
----------
16
-------------------------------------- ------------------------------
�7 7 n I ­ ... ­­­ ...... 11-- --------- ---- I � --------- --------- ----------
-----------
- ----- ­
SIGNATURE DATE
Cir TWICKITnOV kin r, - A () I I
CH2
CH2
CH2
CH2
E
E
E
E
E
E
M
M
M
M
M
M
L 4
L2
L8
L6
P
P
P
P
P
P
08
NOT
08
04
T
T
T
T
T
T
y
y
y
y
Y
y
USED
ULA ....... o ............. 114UI U3r-U
OLB ..................... NOT USED
OLC ..................... NOT USED
(3R)
OLD ..................... NOT USED
Ac -
PEDESTRIAN PUSH-BUTTON WIRING DETAIL NOTE: THE PURPOSE OF THIS RESISTOR IS TO LOAD THE CHANNEL
RED MONITOR INPUT IN ORDER FOR THE MALFUNCTION
MANAGEMENT UNIT TO USE THE FULL SIGNAL SEQUENCE
(wire push—buttons as shown below) MONITORING CAPABILITY ON PHASES THAT DO NOT USE
PHASE 2 PED BUTTONS THE RED DISPLAY IN THE FIELD.
(ON POLE)
rnNTP I I F r INIPT I
I COUNTDOWN PEDESTRIAN SIGNAL OPERATION
DISCONNECT I Im
AC -
Countdown Ped Signals are required to display timing only during
PHASE 2 PED Ped Clearcnce Interval. Consult Ped Signal Module user's manual
ISOLATOR INPUT for instructions on selecting this feature.
WIRE LOOPS TO TERMINALS PROGRAM CONTROLLER DETECTORS PHASE 4PED BUTTONS
ON LOOP PANEL AS SHOWN ACCORDING TO THE SCHEDULE (ON POLE)
IN THE CHART BELOW SHOWN IN THE CHART BELOW
AC -
ADD JUMPERS FROM:
L3A TO L4A,AND
L3B TO L4B
(ohms)
WATTAGE
1.5K
1.9K
25W (min)
2.OK
3.OK
1OW (min)
(3R)
OLD ..................... NOT USED
Ac -
PEDESTRIAN PUSH-BUTTON WIRING DETAIL NOTE: THE PURPOSE OF THIS RESISTOR IS TO LOAD THE CHANNEL
RED MONITOR INPUT IN ORDER FOR THE MALFUNCTION
MANAGEMENT UNIT TO USE THE FULL SIGNAL SEQUENCE
(wire push—buttons as shown below) MONITORING CAPABILITY ON PHASES THAT DO NOT USE
PHASE 2 PED BUTTONS THE RED DISPLAY IN THE FIELD.
(ON POLE)
rnNTP I I F r INIPT I
I COUNTDOWN PEDESTRIAN SIGNAL OPERATION
DISCONNECT I Im
AC -
Countdown Ped Signals are required to display timing only during
PHASE 2 PED Ped Clearcnce Interval. Consult Ped Signal Module user's manual
ISOLATOR INPUT for instructions on selecting this feature.
WIRE LOOPS TO TERMINALS PROGRAM CONTROLLER DETECTORS PHASE 4PED BUTTONS
ON LOOP PANEL AS SHOWN ACCORDING TO THE SCHEDULE (ON POLE)
IN THE CHART BELOW SHOWN IN THE CHART BELOW
AC -
ADD JUMPERS FROM:
L3A TO L4A,AND
L3B TO L4B
NOTE
BE SURE TO PROGRAM
DETECTOR TYPES AND
TIMERS (EXTEND AND
DELAY) AS SHOWN ON
THE SIGNAL PLANS.
* DISCONNECT
CONTROLLER
DETECTOR NO.
LOOP PANEL
TERM I NALS
TIMING
FEATURE
TIME(SEC)
1
MEWRIFAM11011=1
04
5
2
6
06
7
3
3
DELAY
15
4
8
DELAY
3
5
4
8PED
��,Ssfo*
6
4
7
4
DELAY
5
NOTE
BE SURE TO PROGRAM
DETECTOR TYPES AND
TIMERS (EXTEND AND
DELAY) AS SHOWN ON
THE SIGNAL PLANS.
* DISCONNECT
CONTROLLER
DETECTOR NO.
FUNCTION
TIMING
FEATURE
TIME(SEC)
1
0 2
04
5
2
6
06
7
3
3
DELAY
15
4
8
DELAY
3
5
4
8PED
��,Ssfo*
6
4
7
4
DELAY
5
8
8
DELAY
15
9
GREENVI LLE
032607
10
11
PLAN DATE:
APRIL 2015 REVIEWED BY: SL
PHILLIPS
12
NIC License #F-01 02
PREPARED BY:
SP PENNINGTON REVIEWEDBY:
13
#. /, , .......
#*
P.O. Box 33068
SCALE
14
INIT. DATE
among so
Raleigh, INC 27636
15
----------
16
-------------------------------------- ------------------------------
�7 7 n I ­ ... ­­­ ...... 11-- --------- ---- I � --------- --------- ----------
-----------
- ----- ­
SIGNATURE DATE
Cir TWICKITnOV kin r, - A () I I
PHASE 4 PED
ISOLATOR INPUT THIS ELECTRICAL DETAIL IS FOR
THE SIGNAL DESIGN: C -0011T1
DESIGNED: APRIL 2015
SEALED: 12-8-2015
LOAD SWITCH ASSIGNMENT DETAIL REVISED. -
(program controller according to schedule in chart below)
LOAD SWITCH
NUMBER
FUNCTION
1
2
01
02
3
03
4
04
5
05
6
06
7
07
8
08
9
2PED
10
4PED
11
6PED
12
8PED
----------- ------------------------ ---------- ------------ ------------- ­ ......... ------------------------------------------------------------------------------- ­­ -------------------­- -------------------------- -------- ------ ­­­ ----------------- ---------------------------------------------------- ...... ------- ------- ---------- ------- ----------------------------------------- ­ ------------- ---------
EMPORARY DESIGN 1
CULVERT SEQUENCING
STEP 5
ELECTRICAL AND PROGRAMMING
SEAL
DETAILS FOR:
READE CIRCLE
Greenvill le
AT
CARO
'C,
COTANCHE STREET
��,Ssfo*
N ORT H, A,, R 0 L I RA
SEAL
PLANS PREPARED IN THE OFFICE OF:
Aind yourself in good crompany
PITT COUNTY
GREENVI LLE
032607
Kim ley))) Horn
PLAN DATE:
APRIL 2015 REVIEWED BY: SL
PHILLIPS
%
NIC License #F-01 02
PREPARED BY:
SP PENNINGTON REVIEWEDBY:
#. /, , .......
#*
P.O. Box 33068
SCALE
REVISIONS
INIT. DATE
among so
Raleigh, INC 27636
0 30' ----------------------------------------------------------------------
----------
[phone]
-------------------------------------- ------------------------------
�7 7 n I ­ ... ­­­ ...... 11-- --------- ---- I � --------- --------- ----------
-----------
- ----- ­
SIGNATURE DATE
Cir TWICKITnOV kin r, - A () I I
----------- ------------------------ ---------- ------------ ------------- ­ ......... ------------------------------------------------------------------------------- ­­ -------------------­- -------------------------- -------- ------ ­­­ ----------------- ---------------------------------------------------- ...... ------- ------- ---------- ------- ----------------------------------------- ­ ------------- ---------

0
0
C
V)
I
0
C)
1W I
0
C
0
(D
C�j
00
C�j
rHA6iNU UiAUKAM
— ----- lip -
02 03+8
04+8
PHASING DIAGRAM DETECTION LEGEND
DETECTED MOVEMENT
UNDETECTED MOVEMENT (OVERLAP)
UNSIGNALIZED MOVEMENT
PEDESTRIAN MOVEMENT
PROJECT REFERENCE NO. SHEET NO.
A I G, 7
TABLE OF OPERATION
SIGNAL
FACE
DETECTOR UNITS
FEATURE
PHASE
02
03
04
08
MINIMUM GREEN
M
OEM
0
M
SEC.
7
SEC.
PASSAG&GAP *
3.0
SEC.
2.0 SEC.
2.0
SEC.
2.0
sm
D -W
[�Lw
SEC.
LRK1
STOPLINE LOCATION DIAGRAM
EXISTING
Z
EXISTING V�
.... .. . . .....
A
14
1 -
EXISTING
A-
P,
EXISTING
EXISTING
* These values may be field adjusted. Do not adjust Min Green and Extension times for
phase 2 lower than what is shown. Min Green for all other phases should not be
lower than 4 seconds.
Al I Heads L.E.D.
jR 0 0
Y 12
12" 16"
81 21, 22, 23 P231 P24
41, 42 P81, P82
82
NEMA LOOP & DETECTOR INSTALLATION CHART�l
with TS -2 CABINET
NEMA TIMING CHART
DETECTOR UNITS
FEATURE
PHASE
02
03
04
08
MINIMUM GREEN
10
SEC.
7 SEC.
7
SEC.
7
SEC.
PASSAG&GAP *
3.0
SEC.
2.0 SEC.
2.0
SEC.
2.0
SEC.
YELLOW CHANGE INT.
4.1
SEC.
3.0 SEC.
3.3
SEC.
4.1
SEC.
RED CLEARANCE
2.1
SEC.
2.8 SEC.
2.9
SEC.
1 .7
SEC.
MAX. 1 *
30
SEC.
15 SEC.
20
SEC.
20
SEC.
RECALL POSITION
MIN. RECALL
NONE
NONE
NONE
VEHICLE CALL MEMORY
LOCK
NONLOCK
NONLOCK
NONLOCK
WALK *
7
SEC.
SEC.
SEC.
7
SEC.
FLASHING DON'T WALK
9
SEC.
SEC.
SEC.
14
SEC.
VOLUME DENSITY
OFF
OFF
OFF
OFF
ACTUATION B4 ADD
VEH.
— VEH.
—
VEH.
—
VEH.
SEC. PER ACTUATION
SEC.
— SEC.
—
SEC.
—
SEC.
MAX. INITIAL *
SEC.
— SEC.
—
SEC.
—
SEC.
TIME B4 REDUCTION
SEC.
— SEC.
—
SEC.
—
SEC.
TIME TO REDUCE
SEC.
— SEC.
—
SEC.
—
SEC.
MINIMUM GAP
SEC.
SEC.
—
SEC.
—
SEC.
* These values may be field adjusted. Do not adjust Min Green and Extension times for
phase 2 lower than what is shown. Min Green for all other phases should not be
lower than 4 seconds.
Al I Heads L.E.D.
jR 0 0
Y 12
12" 16"
81 21, 22, 23 P231 P24
41, 42 P81, P82
82
NEMA LOOP & DETECTOR INSTALLATION CHART�l
with TS -2 CABINET
INDUCTIVE LOOPS
DETECTOR UNITS
11H111T
DELAY
DURING
GREEN?
3 PHASE
FULLY ACTUATED
(GREENVILLE SIGNAL SYSTEM)
NOTES
1. Refer to "Roadway Standard Drawings NCDOT' dated
January 2012, "Standard Specifications for Roads and
Stru ures' dated January 2012 and all applicable
I
BAG SIGNAL HEADS sections of the latest version of the generic
Project Special Provisions. The PSP can be accessed
at the following website:
hftp://www.ncdot.org/doh/preconstrucUtraffic/itss/
2. Do not program signal for late night flashing
operation unless otherwise directed by the Engineer.
3. Omit phase 3 during phase 4 on,
P21 P22 4. Program phase 4 and phase 8 for dual entry.
P41 P42 5. Reposition existing signal heads numbered 21,22,81 and 82,
as required.
7. Set all detector units to presence mode.
6. Bag existing heads 21, 22, P23, P24, P81 and P82,
8. Omit 'WALK" and flashing "DONT WALK"with no
C-71 pedestrian calls.
9. Program pedestrian heads to countdown the flashing
LIU
CV 413 "Don't Walk�'time only.
10. Maximum times shown in timing chart are for free -run
operation only. Coordinated signal system timing values
C-, shall supersede these values.
C\J I / / I / I / I I I
/ I / / // / 1-, 11. Maintain pedestrian crossing on the south side of Reade
/ / / cz� I-,
I f I Circle and access to the pedestrian pushbuttons.
12. Underground signal conduit will be impacted by utility work.
P Z Reroute wiring as necessary to maintain signal functionality
throughout construction.
A C
P 4!2 P 2 �J 7/7
_11H
CIRCLE . . . ......
81 81
23
42 41
A I
kzi P 8?/ LEGEND
PROPOSED EXISTING
0_� Traffic Signal Head
2 P21
Modified Signal Head N/A
Sign
Pedestrian Signal Head
With Push Button & Sign
Type 11 Signal Pedestal
DEEEEE�� Metal Pole with Mastarm
Inductive Loop Detector C___�
Z�
Controller & Cabinet
Junction Box
-------------- 2 -in Underground Conduit ---------
N/A Right of Way
Directional Arrow >
Construction Zone Drums 0 0
Construction Zone 1 01111-7
Construction Barricade
Street Name Sign
No Left Turn Sign (R3-2) 0
�D Left Arrow "ONLY" Sign (R3 -5L)
"YIELD" Sign (R1-2)
Left, Through, Right
Arrow "ONLY" Sign
TEMPORARY DESIGN 2 - CULVERT SEQUENCING STEP 7

0
E,
C
4-
I-
0
D
W
0)
L
0
F—
C)
C3
W
LO
0
W_.
R
C
0
C:
C:
C>
cl-i
co
NOTES PROJECT REFERENCE NO. SHEET NO.
SIG. 8
EDI MODEL MMU -16E 1. To prevent "Flash -Conflict" problems, wire all unused load
MALFUNCTION MANAGEMENT UNIT switches to flash red. verify that signal heads flash in
accordance with the signal plans.
PROGRAMMING DETAIL
*" -,Yl.,4 V 4 C'*f eafl;#,-kar T,. ch.-Ifftl" A.011117111 1) T -4- A 4C T I 1 4- V.% 1 4-
FIELD CONNECTION HOOK-UP CHART
PHASE
1
2
3
4
5
6
7
8
2
PED
4
PED
I 1W61 SO
8
PED
SIGNAL
HEAD NO.
NU
%J P I iz-, V Ic-, " I �a_ %1J Ul K -/,D %.1j" U"UDqu I I I%_" I �.J U""u 0 1 U
81
41,42
NU
61,62
NU
81,82
P23,P24
NU
NU
P811
P82
RED
LOAD RESISTOR INSTALLATION DETAIL
2R
LOADBAY POSITIONS ....... 12
4R
INSERT DETECTOR CARDS IN RACK ACCORDING TO THE DETAIL SHOWN BELOW.
LOAD SWITCHES USED ...... 2.3,4,8,9,12
ACCEPTABLE VALUES PHASE 3 RED
unused load switch red outputs 1,5,6,7,9,10,11, & 12 to
DUAQC7(Z H(ZCr) 0 -:Z A 0 0 D Cn 0 E) E_ F)
9
YELLOW
0
2Y
0
4Y
0
0
0
8Y
12
P.O. Box 33068
�SCALE
REVISIONS
GREEN
load switch ac+ by inserting a jumper plug in the unused
213
T
415
T
T
BIU
815
------ ­­ ------ --------------------- ----------------------
I ------------ I -------------------- _­ -----------------
------- ------- ­.
I -- -----------
�—�SIGNATURE DATE
16
RED
CH2
load switch socket from pin 1 (Is Gc+) to pin 3 (red out).
CH2
CH2
1_2
3
4
5
6
7
8
9
10
11
12
13 14 15
16
M
M
M
make sure all flash transfer relays are in place.
M
M
0
0
0
0
0
0
0
0
0
0
0
0 0 0
0
08
NOT
08
04
T
0
23
0
4
0
5
0
6
0
7
0
8
9
0
10
0
11
0
12
0
13
0 0 0
14 15 16
y
y
y
y
y
ARROW
0
0
0
0
0
0
0
0
0
0
0 0 0
3.
Program controller to start up in phase 2 green.
0
34
0
0
5
0
0
6
0
0
7
0
D
0
9
0
0
10
0
0
11
0
1�2
0
13
0
0
14
0
0 0
15 16
0 0
OPTIONS
12G
-0
45
0
6
0
7
�8
0
9
0
10
0
11
1�2
130
140
0
15
0
16
-1
-GY
4.
Set power -up flash time to 10 seconds and implement on the
0
- 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
Pi
2
9
10
ENABLE
_RP DISABLE
malfunction management unit. set controller power -up
5 6
_0
7
0
8
0
9
0
10
0
11
0
12
0
13
0
14
0
15
0
16
0
3
11
-WD ENABLE
flash time to 0 seconds.
- 0
67
0
8
0
9
0
10
0
11
0
12
0
13
0
14
0
15
0
16
4
12
WALK DISABLE
0
- 0
78
0
0
9
0
0
10
0
0
11
0
0
12
0
0
13
0
0
14
0
0
15
0
0
16
0
5
13
-CF ENABLE
5.
Enable simultaneous gap -out feature, on controller unit9
0
0
0
0
0
0
0
0
0
6
14
M= -CVM LOG DISABLE
0
0
0
0
0
0
0
7
15
f or a I I phases
89
0
10
0
11
0
12�
13
0
14
0
15
0
16
0
0 8
16
1
0
9 10
_0
0
11
0
0
12
0
0
13
0
0
14
0
0
15
0
0
16
0
OFF< ->ON
OFF< ->ON
OFF< ->ON
6.
Program detectors in accordance with the manufGcturer's
-0
0
0
0
0
0
instructions to accomplish the detection schemes shown on
10 11
0
0
12
0
0
13
0
0
14
0
0
15
0
0
16
0
MINIMUM
8 7
0 0
6 5 4 3 2 1
0 0 0 0 0 0
FIELD CHECK/DUAL ENABLE
the signal design plans.
-
11 12
13
14
15
16
YEL
LOW
_0
0
0
0
0
CHANGE,
0 0
0 0
000000
0 0 0
-0
12� 13
0
0
14
0
0
15
0
0
16
0
DISABL
0 0
16 15
�O
0 0 0 0 D
14 13 12 1110 9
P2
DENOTES
POSITION
7.
Program detector call delay and extension timing on the
1�_o
14
0
0
15
0
0
16
0
MINIMUM
FLASH
TIMEJ:
�0
00
�0
OF SWITCH
controller, unless otherwise specified.
8 4
�2 0
0
15
0
0
16
0
24
V LATCH ENABLE:fl
CVM LATCH ENABLE
A
FIELD CONNECTION HOOK-UP CHART
PHASE
1
2
3
4
5
6
7
8
2
PED
4
PED
6
PED
8
PED
SIGNAL
HEAD NO.
NU
21,22
23
81
41,42
NU
61,62
NU
81,82
P23,P24
NU
NU
P811
P82
RED
LOAD RESISTOR INSTALLATION DETAIL
2R
LOADBAY POSITIONS ....... 12
4R
INSERT DETECTOR CARDS IN RACK ACCORDING TO THE DETAIL SHOWN BELOW.
LOAD SWITCHES USED ...... 2.3,4,8,9,12
ACCEPTABLE VALUES PHASE 3 RED
8R
DUAQC7(Z H(ZCr) 0 -:Z A 0 0 D Cn 0 E) E_ F)
9
YELLOW
0
2Y
0
4Y
0
0
0
8Y
12
P.O. Box 33068
�SCALE
REVISIONS
GREEN
T
213
T
415
T
T
BIU
815
------ ­­ ------ --------------------- ----------------------
I ------------ I -------------------- _­ -----------------
------- ------- ­.
I -- -----------
�—�SIGNATURE DATE
16
RED
CH2
CH2
CH2
CH2
E
E
ARROW
E
E
E
E
M
M
M
YELLOW
M
M
3Y
L4
L 2
L8
LIS
P
P
P
P
ARROW
P
P
08
NOT
08
04
T
T
T
T
T
GREEN
T
313
y
y
y
y
y
y
ARROW
USED
I
-
I
9R
12R
915
12G
-0
CH1
CH1
1516
0 0
CH1
NU - NOT USED
2.OK
9. Program phGses 4 and 8. on controller unit, for dual entry.
DENOTES INSTALL LOAD RESISTOR. SEE LOAD RESISTOR
MMU PROGRAMMING CARD
L5A,L5B
INSTALLATION DETAIL THIS PAGE.
L6A,L6B
10. This controller and cabinet are part of the the Greenville Signal
L I
L7
System.
S
S
EQUIPMENT INFORMATION
S
CONTROLLER .............. ECONOLITE ASC/2S-2100
S
S
CABINET ................ ECONOLITE (P38) WITH BASE EXTENSION
03
DETECTOR RACK SET-UP DETAIL
CABINET MOUNT ........... BASE
LOAD RESISTOR INSTALLATION DETAIL
L
LOADBAY POSITIONS ....... 12
L
INSERT DETECTOR CARDS IN RACK ACCORDING TO THE DETAIL SHOWN BELOW.
LOAD SWITCHES USED ...... 2.3,4,8,9,12
ACCEPTABLE VALUES PHASE 3 RED
D A 0 T T f� H I A 0 nC* -rE7 (Tr)D ('Ll A KI KIC71 C W T I I f' A I I DU KC C C T Mn T f� A TE n
DUAQC7(Z H(ZCr) 0 -:Z A 0 0 D Cn 0 E) E_ F)
9
.............
UL/-\e-*000--om-* ... so .... NUI U3r—U
OLB .................... oNOT USED
OLC ..................... NOT USED
VALUE
CH1
CH1
CH1
CH1
25W (min)
2.OK
3.OK I
1OW (min)
4A
L5A,L5B
4B
L6A,L6B
L 3
L I
L7
L 5
S
S
S
S
S
S
S
L1 2A, L 1 2B
03
02
04
04
L
L
L
L
L
L
L
15
9
Kim I ey))) H o r n
0
0
0
0
0
0
0
12
P.O. Box 33068
�SCALE
REVISIONS
T
T
T
T
T
T
T
BIU
15
------ ­­ ------ --------------------- ----------------------
I ------------ I -------------------- _­ -----------------
------- ------- ­.
I -- -----------
�—�SIGNATURE DATE
16
CH2
CH2
CH2
CH2
E
E
E
E
E
E
E
M
M
M
M
M
M
M
L4
L 2
L8
LIS
P
P
P
P
P
P
P
08
NOT
08
04
T
T
T
T
T
T
T
y
y
y
y
y
y
y
USED
I
-
I
.............
UL/-\e-*000--om-* ... so .... NUI U3r—U
OLB .................... oNOT USED
OLC ..................... NOT USED
VALUE
(ohms)
WATTAGE
1.5K
1.9K
25W (min)
2.OK
3.OK I
1OW (min)
9 (3R)
OLD ..................... NOT USED
PEDESTRIAN PUSH-BUTTON WIRING DETAIL AC_
(wire push—buttons as shown below)
PHASE 2 PED BUTTONS NOTE: THE PURPOSE OF THIS RESISTOR IS TO LOAD THE CHANNEL
RED MONITOR INPUT IN ORDER FOR THE MALFUNCTION
(ON POLE)
CONTROLLER CABINET MANAGEMENT UNIT TO USE THE FULL SIGNAL SEQUENCE
MONITORING CAPABILITY ON PHASES THAT DO NOT USE
AC- THE RED DISPLAY IN THE FIELD.
PWAI(ZP 9 Prn
UUUNVUUM FLULbIKIAN blUNAL UVLKAVIUN
ISOLATOR INPUT
PHASE 8PED BUTTONS Countdown Ped Signals are required to display timing only during
(ON POLE) Ped Clearance Interval. Consult Ped Signal Module user's manual
for instructions on selecting this feature.
AC -
WIRE LOOPS TO TERMINALS PROGRAM CONTROLLER DETECTORS
ON LOOP PANEL AS SHOWN ACCORDING TO THE SCHEDULE
PHASE 8 PED
IN THE CHART BELOW SHOWN IN THE CHART BELOW ISOLATOR INPUT
ADD JUMPERS FROM:
L3A TO L4A,AND
L313 TO L4B
LOOP NO.
LOOP PANEL
TERMINALS
2A
LlA,LlB
NU
L2A,L2B
3A
L3A, L3B
—
L4A,L4B
4A
L5A,L5B
4B
L6A,L6B
4C
L7A,L7B
8A
L8A,L8B
NU
L9A,L9B
NU
L1 OA, L 1 OB
NU
L1 1 A, Ll 1 B
NU
L1 2A, L 1 2B
NU
L1 3A, Ll 3B
NU
L1 4A, L1 4B
NU
L1 5A, Ll 5B
NU
Ll6A,L16Bj
NOTE
BE SURE TO PROGRAM
DETECTOR TYPES AND
TIMERS (EXTEND AND
DELAY) AS SHOWN ON
THE SIGNAL PLANS.
* DISCONNECT
CONTROLLER
DETECTOR NO.
FUNCTION
TIMING
FEATURE
TIME(SEC)
02
2
03
4
2
5
05
6
3
3
DELAY
15
4
8
DELAY
3
5
4
6PED
12
6
4
7
4
DELAY
15
8
8
DELAY
15
9
Kim I ey))) H o r n
10
REVIEWED B
PLAN DATE: APRIL 2015 Y: SL
PHILLIPS
IN
"'o.
INC License #F-01 02
PREPARED BY: SP PENNINGTON REVIEWED BY:
12
P.O. Box 33068
�SCALE
REVISIONS
13
Raleigh, NC 27636
0 30'
14
------ -1 --------
[phone]
15
------ ­­ ------ --------------------- ----------------------
I ------------ I -------------------- _­ -----------------
------- ------- ­.
I -- -----------
�—�SIGNATURE DATE
16
THIS ELECTRICAL DETAIL IS FOR
THE SIGNAL DESIGN: C -0011T2
DESIGNED: APRIL 2015
SEALED: 12-8-2015
REVISED:
LOAD SWITCH ASSIGNMENT DETAIL
(program controller according to schedule in chart below)
LOAD SWITCH
NUMBER
FUNCTION
1
01
2
02
3
03
4
04
5
05
6
06
7
07
8
08
9
2PED
10
4PED
11
6PED
12
8PED
Z�IU- 114MMUNT 11U-
--------------------- ---------------------------------------------------------------------------------- --------------------------- ­­ ----­-------------- --------- ­­ ...... ­­ --------- -------------------------- ­ -------- ------ ------------------------------------------------------ -------- ­ -------- ------------------ ------- ­­ -------- ­­­ --------------------------------------------------------------------- ---------------------------------------- --------------- ---------------- ­ --------------
�EMPORARY DESIGN
2 CULVERT SEQUENCING
STEP 7
ELECTRICAL AND PROGRAMMING
SEAL
DETAILS FOR:
READE CIRCLE
AT
LAR04`###
to . .....
r3menville
COTANCHE STREET
5�5
19 OR T H, C, A. !�t 0 L I r4,, A
J .--e
SEAL
PLANS PREPARED IN THE OFFICE OF:
Pind yourseff ;n good campany
PITT COUNTY
GREENVILLE
032607
Kim I ey))) H o r n
REVIEWED B
PLAN DATE: APRIL 2015 Y: SL
PHILLIPS
IN
"'o.
INC License #F-01 02
PREPARED BY: SP PENNINGTON REVIEWED BY:
P.O. Box 33068
�SCALE
REVISIONS
INIT. DATE
Raleigh, NC 27636
0 30'
--------------------- ---------------- 1-1 ------- --------- 1-
------ -1 --------
[phone]
4 11=qnt -----------
------ ­­ ------ --------------------- ----------------------
I ------------ I -------------------- _­ -----------------
------- ------- ­.
I -- -----------
�—�SIGNATURE DATE
Z�IU- 114MMUNT 11U-
--------------------- ---------------------------------------------------------------------------------- --------------------------- ­­ ----­-------------- --------- ­­ ...... ­­ --------- -------------------------- ­ -------- ------ ------------------------------------------------------ -------- ­ -------- ------------------ ------- ­­ -------- ­­­ --------------------------------------------------------------------- ---------------------------------------- --------------- ---------------- ­ --------------

0
0
Cn
1W
C
0
C)
LO
LO
r_
0
C:
C
(D
1�
C
LO
0
C�j
MJ
PHAZiINU UiAUKAM
03+8
L
I "
y I y
1 04+8
PHASING DIAGRAM DETECTION LEGEND
Al' DETECTED MOVEMENT
UNDETECTED MOVEMENT (OVERLAP)
UNSIGNALIZED MOVEMENT
PEDESTRIAN MOVEMENT
TABLE OF OPERATION -
SIGNAL
FACE
DETECTOR UNITS
FEATURE
PHASE
02
03
04
08
MINIMUM GREEN
10
SEC.
7 SEC.
7
SEC.
7
SEC.
PASSAGE/GAP *
3.0
SEC.
2.0 SEC.
2.0
SEC.
2.0
SEC.
YELLOW CHANGE INT.
4 . 1
SEC.
3.0 SEC.
3.3
SEC.
4.1
SEC.
RED CLEARANCE
CYI
* These values may be field adjusted. Do not adjust Min Green and Extension times for
phase 2 lower than what is shown. Min Green for all other phases should not be
lower than 4 seconds.
SIGNAL FACE I.D.
All Heads L.E.D.
0 R
=3r--
9TC012 12"'
09 KA 16"
81 21) 22 P211 P22
41) 42 P231 P24
82 P41, P42
P811 P82
CIRCLE
go D
— — — — — — — — — — — — — — — — — — — — — — — — —
35 MpH -3% GRADE
A�\\
CO
211
W
NEMA LOOP & DETECTOR INSTALLATION CHART'
with TS -2 CABINET
NEMA TIMING CHART
DETECTOR UNITS
FEATURE
PHASE
02
03
04
08
MINIMUM GREEN
10
SEC.
7 SEC.
7
SEC.
7
SEC.
PASSAGE/GAP *
3.0
SEC.
2.0 SEC.
2.0
SEC.
2.0
SEC.
YELLOW CHANGE INT.
4 . 1
SEC.
3.0 SEC.
3.3
SEC.
4.1
SEC.
RED CLEARANCE
1 .9
SEC.
2.4 SEC.
2.9
SEC.
1 . 3
SEC.
MAX. I *
30
SEC.
15 SEC.
20
SEC.
20
SEC.
RECALL POSITION
MIN. RECALL
NONE
NONE
NONE
VEHICLE CALL MEMORY
LOCK
NONLOCK
NONLOCK
NONLOCK
WALK *
7
SEC.
SEC.
7
SEC.
7
SEC.
FLASHING DON'T WALK
16
SEC.
SEC.
14
SEC.
14
SEC.
VOLUME DENSITY
OFF
OFF 7[777�;IFF
OFF
ACTUATION B4 ADD
VEH.
— VEH.
—
VEH.
—
VEH.
SEC. PER ACTUATION
SEC.
— SEC.
—
SEC.
—
SEC.
MAX. INITIAL *
SEC.
— SEC.
—
SEC.
—
SEC.
TIME B4 REDUCTION
SEC.
— SEC.
—
SEC.
—
SEC.
TIME TO R DUCE
SEC.
— SEC.
—
SEC.
—
SEC.
MINIMUM GAP
SEC.
— SEC.
—
SEC.
—
SEC.
* These values may be field adjusted. Do not adjust Min Green and Extension times for
phase 2 lower than what is shown. Min Green for all other phases should not be
lower than 4 seconds.
SIGNAL FACE I.D.
All Heads L.E.D.
0 R
=3r--
9TC012 12"'
09 KA 16"
81 21) 22 P211 P22
41) 42 P231 P24
82 P41, P42
P811 P82
CIRCLE
go D
— — — — — — — — — — — — — — — — — — — — — — — — —
35 MpH -3% GRADE
A�\\
CO
211
W
NEMA LOOP & DETECTOR INSTALLATION CHART'
with TS -2 CABINET
INDUCTIVE LOOPS
DETECTOR UNITS
INHIBIT
D E LAY
DURING
GREEN?
cz)
C-0
0\0
C-0
/Zrz
9
RE
4�
3
/ 4C
"^�a24
tP81
FINAL DESIGN
PROJECT REFERENCE NO. SHEET NO.
SIG. 9
3 PHASE
FULLY ACTUATED
(GREENVILLE SIGNAL SYSTEM)
NOTES
1. Refer to "Roadway Standard Drawings NCDOT' dated
January 2012, "Standard Specifications for Roads and
Structures" dated January 2012, and all applicable
sections of the latest version of the generic
Project Special Provisions. The PSP can be accessed
at the following website:
http://www.ncdot.org/doh/preconstrucVtraffic/itss/
2. Do not program signal for late night flashing
operation unless otherwise directed by the Engineer.
3. Omit phase 3 during phase 4 on.
4. Program phase 4 and phase 8 for dual entry.
5. Reposition existing signal heads numbered 21 and 22, as
required.
6. Set all detector units to presence mode,
T Omit WALK'and flashing "DON'T WALK" with no
pedestrian calls.
8. Program pedestrian heads to countdown the flashing
"Don't Walk"time only.
9. Maximum times shown in timing chart are for free -run
operation only. Coordinated signal system timing values
shall supersede these values.
10. Contractor shall install conduit for loop lead-in prior to
brick pavers being installed.
11. New loops will be installed before the final asphalt overlay.
LEGEND
PROPOSED EXISTING
Traffic Signal Head 0 -30 -
Modified Signal Head N/A
Sign --- 4
0 Type II Signal Pedestal 0
Pedestrian Signal Head
With Push Button & Sign
QL:=—EE� Metal Pole with Mastarm CEEE�
Inductive Loop Detector C
Controller & Cabinet
0 Junction Box
-------------- 2—in Underground Conduit — - — - — - — - —
N/A Right of Way
DD Directional Drill N/A
> Directional Arrow >
Street Name Sign @
No Left Turn Sign (133-2) 8
Left Arrow "ONLY" Sign( R3 -5L) (9
"YIELD" Sign (R1-2) @
Left, Through, Right
Arrow "ONLY" Sign

C
.F
W
C
H
V)
C
L
D
U
(D
L
L)
5
0
C)
0
CD
cli
co
co
LO
0
_J
0
CA
5
C
C:
LO
0
00
------------------ ---------- ------
NOTES PROJECT REFERENCE NO. SHEET NO.
SIG. 10
EDI MODEL MMU -16E 1. To prevent "Flash -Conflict" problems, wire all unused load
MALFUNCTION MANAGEMENT UNIT switches to flash red. verify that signal heads flash in
PROGRAMMING DETAIL accordance with the signal plans.
11h M em -d "d cot m4trhoe "C C n,711 hobq-7111 I? T e--% f-n",Zn+ P-,nr4 4C,-1 7 1 "I-emc- rNr-, r", A -4- P -N 1 4-
FIELD CONNECTION HOOK-UP CHART
PHASE
1
2
3
4
5
6
7
8
2
PED
4
PED
6
PED
8
PED
SIGNAL
HEAD NO.
NU
f-11 k -A 1_J %_') %mw I I A -d" %..If %_1 %J " If iu 1-) 9 qu
81
41,42
NU
61,62
NU
81,82
P21,P22
P23,P24
P41,
P42
NU
P81,
P82
RED
LOAD RESISTOR INSTALLATION DETAIL
2R
LOADBAY POSITIONS ....... 12
4R
INSERT DETECTOR CARDS IN RACK ACCORDING TO THE DETAIL SHOWN BELOW.
LOAD SWITCHES USED ...... 2.3.4.8.9,10.12
unused load switch red outputs 1,3,5,7,8,9,10,119 & 12 to
8R
*:�
ACCEPTABLE VALUES
DADTT('H1 AD nE-TCrTnD rUAKINIC-1 Q TI I r'Al I DL-IA(ZC7Q Ttx1nT(AT1_-7r)
DWAQF-*Q HQf:n ') A 0 ODF-'n AD17n QDUn
YELLOW
0
2Y
0
4Y
0
0
0
8Y
12
------------ ------------------------ ------- ­
CH.' fhI%1I7kfTnDV Kin r–ArIll
load switch ac+ by inserting G jumper plug in the unused
GREEN
T
213
T
413
T
T
BIU
815
16
RED
load switch socket from pin 1 (Is ac+) to pin 3 (red out).
CH2
_0
(1273
-0
0
0
4
0
5
0
6
0
7
0
8
0 0
9 10
0
11
0
12
0 0 0 0
13 14 15 16
0 1
make sure all flash transfer relays are in place.
M
M
0
0
0
0
0
0
0
0
0 0
0
0
0 0 0 0
p
P
P
ARROW
P
P
0
23
0
4
0
5
0
6
0
7
0
8
�9
0 0
10 11
0
12
0
13
0 0 0
14 15 16
315
y
y
0
0
0
0
0
0
0 0
0
0
0 0 0
3.
Program controller to start up in phases 2 green.
0
34
0
0
5
0
0
6
0
0
7
0
D
0
9
0
0
10
0
0
11 1�2
0
0
13
0
0
14
0
0 0
15 16
0 0
12R
OPTIONS
-0
45
0
G
0
7
�8
0
9
1)
0
11
1�2 130
140
0
15
0
16
-1
-GY
4.
Set power -up flash time to 10 seconds and implement on the
0
-0
0
0
0
0
0
0
0
0
0
0
0
0 0
0
0
0
0
0
1
Pi
2
9
lo -RP
ENABLE
DISABLE
malfunction management unit. set controller power -up
56
0
7
0
8
0
9
0
10
0
11
0
12
0
13 14
0 0
15
0
16
0
3
11 -WD
ENABLE
f I ash t !me to 0 seconds.
_0
67
0
8
0
9
0
10
0
11
0
12
0
13
0 0
14 15
0
16
4
12 -WALK
DISABLE
0
-0
78
0
0
9
0
0
10
0
0
11
0
0
12
0
0
13
0
0
14
0 0
0 0
15 16
0
5
13 -CF
ENABLE
5.
Enable simultaneous gGp-out feature, on controller unit,
0
0
0
0
0
0
0
0 0
6
14 0= -CVM
LOG DISABLE
-0
8_9
1
�
0
11
1
D
0
13
0
14
0
15
0
16
0
7
15
for all phases.
0
0
0
0
0
0
0
8
16
0
9 10
_0
0
11
0
0
12
0
0
13
0
0
14
0
0
15
0
0
16
0
OFF< ->ON
OFF< ->ON OFF< ->ON
6.
Program detectors in accordance with the mGnufGcturer's
lia-011
�2
0
13
0
14
0
15
0
16
instructions to accomplish the detection schemes shown on
0
- 0
0
0
0
0
0
0
0
0
MINIMUM
8 7
0 0
6 5 4 3 2 1
0 0 0 0 0 0
FIELD CHECK/DUAL
ENABLE
the signal design plans.
11 12
_0
13
0
0
14
0
0
15
0
0
16
0
YELLOW
CHANGE
0
0 0
00
000000
0 0 DO
127013
0
14
0
15
0
16
0
DISABLE
0
16 15
0 0 ODD
14 13 12 1110 9
P2
0
DENOTES POSITION
7
Program detector call delay and extension timing on the
_'
13 14
0
0
15
0
0
16
0
MINIMUM
FLASH
TIMEJ:
�O
0 00
OF SWITCH
controller, unless otherwise specified.
0
8 4
1
-0
1415
0
16
24
V
LATCH
NA LE
0
0
CVM LATCH ABLE::�
c,' + +
FIELD CONNECTION HOOK-UP CHART
PHASE
1
2
3
4
5
6
7
8
2
PED
4
PED
6
PED
8
PED
SIGNAL
HEAD NO.
NU
21,22
81
41,42
NU
61,62
NU
81,82
P21,P22
P23,P24
P41,
P42
NU
P81,
P82
RED
LOAD RESISTOR INSTALLATION DETAIL
2R
LOADBAY POSITIONS ....... 12
4R
INSERT DETECTOR CARDS IN RACK ACCORDING TO THE DETAIL SHOWN BELOW.
LOAD SWITCHES USED ...... 2.3.4.8.9,10.12
PHASE 3 RED
8R
*:�
ACCEPTABLE VALUES
DADTT('H1 AD nE-TCrTnD rUAKINIC-1 Q TI I r'Al I DL-IA(ZC7Q Ttx1nT(AT1_-7r)
DWAQF-*Q HQf:n ') A 0 ODF-'n AD17n QDUn
YELLOW
0
2Y
0
4Y
0
0
0
8Y
12
------------ ------------------------ ------- ­
CH.' fhI%1I7kfTnDV Kin r–ArIll
GREEN
T
213
T
413
T
T
BIU
815
16
RED
CH2
CH2
CH2
CH2
E
E
ARROW
E
E
E
E
M
M
M
YELLOW
M
M
3Y
L 4
L 2
L8
L6
P
p
P
P
ARROW
P
P
08
NOT
08
04
T
T
T
T
T
GREEN
T
315
y
y
y
y
y
y
ARROW
USED
-
9R
1OR
12R
913
1013
12G
-0
CH1
CH1
15 16
_0 0
CH1
NU = NOT USED
2.OK
9. Program phases 4 and 8, on controller unit, -for dual entry.
DENOTES INSTALL LOAD RESISTOR. SEE LOAD RESISTOR
MMU PROGRAMMING CARD
5
INSTALLATION DETAIL THIS PAGE.
6
10. This controller and cabinet are part of the the Greenville Signal
L 1
L7
System.
S
S
EQUIPMENT INFORMATION
S
CONTROLLER .............. ECONOLITE ASC/2S-2100
S
S
CABINET ................ ECONOLITE (P38) WITH BASE EXTENSION
03
DETECTOR RACK SET-UP DETAIL
CABINET MOUNT ........... BASE
LOAD RESISTOR INSTALLATION DETAIL
L
LOADBAY POSITIONS ....... 12
L
INSERT DETECTOR CARDS IN RACK ACCORDING TO THE DETAIL SHOWN BELOW.
LOAD SWITCHES USED ...... 2.3.4.8.9,10.12
PHASE 3 RED
L
*:�
ACCEPTABLE VALUES
DADTT('H1 AD nE-TCrTnD rUAKINIC-1 Q TI I r'Al I DL-IA(ZC7Q Ttx1nT(AT1_-7r)
DWAQF-*Q HQf:n ') A 0 ODF-'n AD17n QDUn
Raleigh, NC 27636
0 . . . . . . . . . . . . . 9 9 9 9 9 9
UL /A . . . . . . . . . . . . . . . . . . . . . INU I U 3 r- U
OLB ..................... NOT USED
OLC ..................... NOT USED
VALUE
CH1
CH1
CH1
CH1
-
25W (min)
2.OK
3.OK
1OW (min) I
2
5
05
6
L 3
L 1
L7
L5
S
S
S
S
S
S
S
12
03
02
04
04
L
L
L
L
L
L
L
15
9
REVISIONS INIT. DATE
Raleigh, NC 27636
0
0
0
0
0
0
0
12
------------ ------------------------ ------- ­
CH.' fhI%1I7kfTnDV Kin r–ArIll
T
T
T
T
T
T
T
BIU
15
16
CH2
CH2
CH2
CH2
E
E
E
E
E
E
E
M
M
M
M
M
M
M
L 4
L 2
L8
L6
P
p
P
P
P
P
P
08
NOT
08
04
T
T
T
T
T
T
T
y
y
y
y
y
y
y
USED
-
UL /A . . . . . . . . . . . . . . . . . . . . . INU I U 3 r- U
OLB ..................... NOT USED
OLC ..................... NOT USED
VALUE
(ohms)
WATTAGE
1.5K
1.9K
-
25W (min)
2.OK
3.OK
1OW (min) I
(3R)
OLD ..................... NOT USED
PEDESTRIAN PUSH-BUTTON WIRING DETAIL AC_
(wire push—buttons as shown below)
PHASE 2 FED BUTTONS NOTE: THE PURPOSE OF THIS RESISTOR IS TO LOAD THE CHANNEL
RED MONITOR INPUT IN ORDER FOR THE MALFUNCTION
(ON POLE)
CONTROLLER CABINET MANAGEMENT UNIT TO USE THE FULL SIGNAL SEQUENCE
MONITORING CAPABILITY ON PHASES THAT DO NOT USE
AC- THE RED DISPLAY IN THE FIELD.
PWAQ� 9 PF -*n
WUNIUMN PI:UL61HIAN biUNAL UPLKAIIUN
WIRE LOOPS TO TERMINALS PROGRAM CONTROLLER DETECTORS ISOLATOR INPUT
ON LOOP PANEL AS SHOWN ACCORDING TO THE SCHEDULE PHASE 4 FED BUTTONS
Countdown Ped Signals are required to display timing only during
(ON POLE)
IN THE CHART BELOW SHOWN IN THE CHART BELOW Ped Clearance Interval. Consult Ped Signal Module user's manual
NOTE
BE SURE TO PROGRAM
DETECTOR TYPES AND
TIMERS (EXTEND AND
DELAY) AS SHOWN ON
THE SIGNAL PLANS.
CONTROLLER
DETECTOR NO.
LOOP PANEL
TERMINALS
TIMING
FEATURE
TIME(SEC)
02
2
03
MILAFTAN
2
5
05
6
3
3
DELAY
15
_0
ownglim
DELAY
3
Atv�
4
6PED
12
6
4
032607
Kimley)))Horn
7
4
DELAY
15
NOTE
BE SURE TO PROGRAM
DETECTOR TYPES AND
TIMERS (EXTEND AND
DELAY) AS SHOWN ON
THE SIGNAL PLANS.
CONTROLLER
DETECTOR NO.
FUNCTION
TIMING
FEATURE
TIME(SEC)
02
2
03
4
2
5
05
6
3
3
DELAY
15
4
8
DELAY
3
5
4
6PED
12
6
4
032607
Kimley)))Horn
7
4
DELAY
15
8
8
DELAY
15
9
REVISIONS INIT. DATE
Raleigh, NC 27636
10
------ ---------------- --------------- ----- -
[phone]
11
---------- -__1____.1 ------ ­ __-1_.1__.
SIGNATURE — DATE
12
------------ ------------------------ ------- ­
CH.' fhI%1I7kfTnDV Kin r–ArIll
13
14
15
16
Im for instructions on selecting this feature.
AC-
PHASE4 PED
ISOLATOR INPUT
PHASE 8 PED BUTTONS
(ON POLE)
THIS ELECTRICAL DETAIL IS FOR
AC -
THE SIGNAL DESIGN: C-0011
PHASE 8 PED DESIGNED: APRIL 2015
ISOLATOR INPUT
SEALED: 12-8-2015
LOAD SWITCH ASSIGNMENT DETAIL REVISED:
(program controller according to schedule in chart below)
LOAD SWITCH
NUMBER
FUNCTION
1
01
2
02
3
03
4
04
5
05
6
06
7
07
8
08
9
2PED
10
4PED
11
6PED
12
8PED
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -
FINAL DESIGN
ELECTRICAL AND PROGR MING
SEAL
DETAILS FOR:
READE CIRCLE
A'C� Greenville
AT
CAR)
�,s S 10�.
,-,w
COTANCHE STREET
%
VORTH C.4�kCIC4'NA
SEAL
PLANS PREPARED IN THE OFFICE OF:
Rnd yourself in good company
PITT COUNTY GREENVILLE
032607
Kimley)))Horn
REVIEWED BY:
PLAN DATE: APRIL 2015 SL PHILLIPS
\<
NC License #F-0 102
PREPARED BY: SP PENNINGTON REVIEWED BY:
P.O. Box 33068
REVISIONS INIT. DATE
Raleigh, NC 27636
------ ---------------- --------------- ----- -
[phone]
---------- -__1____.1 ------ ­ __-1_.1__.
SIGNATURE — DATE
------------ ------------------------ ------- ­
CH.' fhI%1I7kfTnDV Kin r–ArIll
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -

PLW PWPARM BY.
Klomley)))Horn
PO Box 33068
RALEIGH . NC 27636-3068
PHONE: [phone]
FAX: [phone]
NC LICENSE #F-0102
@2014
DDICKSON
community infrastructure Consultants
Transportation + Water Resources
Urban Development + Geornatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782M72
www.wkdickson.com
NC� LICENSE NO. F -W74
A�
CITY:
ENGINEER:
ENGINEER:
SURVEYOR:
SUE:
GEOTECHNICAL:
CITY OF GREENVILLE
KIMLEY-HORN AND ASSOCIATES, INC.
W.K. DICKSON
RIVERS AND ASSOCIATES, INC
SO -DEEP
TERRACON CONSULTANTS, INC
1500 BEATTY STREET
3001 WESTON PARKWAY
720 CORPORATE DRIVE
107 EAST SECOND STREET
4650 PARAGON PARK ROAD
314 BEACON DRIVE
GREENVILLE, NC 27834
CARY, NORTH CAROLINA 27513
RALEIGH, NC 27607
GREENVILLE, NC 27858
RALEIGH, NC 27616
WINTERVILLE, NC 28590
[phone] TEL
[phone] TEL
[phone] TEL
[phone]
[phone] TEL
[phone]
[phone] FAX
[phone] FAX
[phone] FAX
(919 790-1704 FAX
CONTACT: LISA KIRBY
CONTACT: DAN ROBINSON, P.E., CFM
CONTACT: MARC HORSTMAN, P.E., CFM
CONTACT: PATRICK HARTMAN
CONTACT: LOUIS F. OSTENDORFF
CONTACT: CARL F. BONNER, P.E.
0., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS D(
01 3012202RA - Town Creek Culvert Task 2\CADD\Plan Set\2013012202-SHT UTILITY COVER-1.dwq December 10, 2015 - Monroe Huckat
AENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT
LON
0
P "FILE (H"""R1Z"'NTAL)
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WKD PROJECT
2013012202RA
DATE*
1211012015
F I

GENERAL CONSTRUCTION SEQUENCE NOTE:
1. THE CONSTRUCTION SEQUENCE NOTES LISTED ON THIS SHEET ARE ONLY A SUGGESTED SEQUENCE. CONTRACTOR SHALL REVIEW
SUGGESTED CONSTRUCTION SEQUENCE NOTES, ANY ALTERNATIVE OPTIONS, AND THEN SUBMIT A WORK SEQUENCE PLAN (WHICH SHOULD
INCLUDE A DETAILED BYPASS PUMPING PLAN) FOR APPROVAL TO OWNER PRIOR TO CONSTRUCTION. REMOVAL OF BYPASS PUMPING IS NOT
SPECIFICALLY DEFINED AFTER EACH SEGMENT OF WORK IS COMPLETED AND FLOW IS DIVERTED. IT IS INTENDED AT THAT POINT BYPASS
PUMPING COULD CEASE.
2. CONTRACTOR SHALL INSTALL AND MAINTAIN ALL TRAFFIC CONTROL AND OTHER TEMPORARY FACILITIES FOR SAFE AND PROTECTED WORK
AREA. CONTRACTOR SHALL COORDINATE ALL WATER AND SEWER RELOCATION WITH TEMPORARY AND FINAL STORMWATER INSTALLATIONS
AND TEMPORARY ROAD AND LANE CLOSURES. COORDINATION OF TEMPORARY ROAD CLOSURE IS OF CRITICAL IMPORTANCE WHERE WATER
AND SEWER UTILITY RELOCATION WORK IS IN ADVANCE OF STORMWATER INSTALLATION.
3. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN ADVANCE OF THE TRENCHING FOR THE SEWER.
4. CONTRACTOR SHALL LOCATE ALL EXISTING SEWER SERVICES THAT WILL BE IMPACTED BY THE SEWER MAIN REPLACEMENT,
S. CONTRACTOR SHALL INSTALL AND TEST BYPASS PUMPING AND PIPING PRIOR TO INITIATING SEWER REPLACEMENT.
6. BYPASS PUMPING AND PIPING SHALL BE CONSISTENT WITH CONTRACTOR'S APPROVED BYPASS PUMPING PLAN AND PROVIDE MEASURES TO
PROVIDE CONTINUOUS SERVICE TO IMPACTED AREAS. CONTRACTOR SHALL USE BYPASS PUMPING TO DIVERT FLOW AROUND WORK AREAS.
ALTERNATIVELY, CONTRACTOR WILL BE PERMITTED TO EMPLOY ACCEPTABLE METHODS AND MEANS TO CONNECT THE EXISTING SYSTEM TO
NEW SYSTEM DURING NON -WORK HOURS PROVIDED CONNECTION IS WATER -TIGHT. CONTRACTOR'S METHODS AND SEQUENCE SHALL
SECURE AN INSTALLATION THAT IS VOID OF SANITARY SEWER OVERFLOWS, SURCHARGING AND FACILITATES TESTING OF THE NEW SEWER
AND MANHOLES.
7. CONTRACTOR SHALL RECONNECT EXISTING LATERALS TO THE NEW LATERAL IMMEDIATELY AFTER ACCEPTABLE TESTING OF THE SUBJECT
SEWER MAIN AND MANHOLES.
8. WHERE EXISTING SPURS OR CROSS LINES ARE ENCOUNTERED AND TO THE EXTENT PRACTICAL, CONTRACTOR SHALL HAVE IMMEDIATE
DOWNSTREAM SECTION OF THE OUTFALL TESTED AND OPERATIONAL SO FLOW CAN BE DIVERTED OR BYPASSED FROM THE EXISTING SPUR
LINE.
9. UPON SUCCESSFUL TESTING OF THE NEW SEWERS AND MANHOLES AND PRIOR TO BYPASS PUMPING AND PIPING REMOVAL AND OR
RELOCATION, CONTRACTOR SHALL CONDUCT POST -CONSTRUCTION TELEVISION INSPECTION TO DOCUMENT PIPE LINE INSTALLATION.
10. CONTRACTOR SHALL REMOVE BYPASS PUMPING AND PIPING AND COMPLETE RESTORATION.
GENERAL WORK SEQUENCE FOR SEWER MAIN RELOCATION FROM 3RD STREET TO READE CIRCLE:
1. INSTALL SEWER FROM MANHOLES TC 081 TO TC 082 INCLUSIVE OF TESTING.
2. INSTALL TEMPORARY DOGHOUSE MH TB -1. BYPASS FLOW AS REQUIRED MAKING CONNECTION OR SETTING OF MANHOLE.
3. INSTALL TEMPORARY 18 -INCH PVC FROM TC 082 TO TEMPORARY MH TB -1 AND DIVERT FLOW.
4. CONNECT SEWER SERVICES TO SEWER MAIN BETWEEN MANHOLES TC 081 TO TC 082. PROVIDE NOTIFICATION TO RESIDENCES/BUSINESSES
ON PENDING INTERUPTIONS OF SERVICE AND PROVIDE TEMPORARY BLADDER OR OTHER WATER -TIGHT MEASURE IN CASE SERVICE
INTERUPTIONS EXCEEDS LEVEL OF OUTAGE.
5. INSTALL PNEUMATIC PLUG ON OUTLETS OF EXISTING MANHOLES 1 AND 2.
6. BYPASS SEWAGE FLOW FROM EXISTNG MANHOLES 1, 2 AND PROPOSED MANHOLE TC 081 TO EXISTING MANHOLE 8M-086.
7. CONSTRUCT 18 -INCH PVC SEWER LINE FROM PROPOSED MANHOLE 8M-100 TO PROPOSED MANHOLE TC 081 AND THE PORTION OF 8 -INCH
SEWER LINE FROM PROPOSED MANHOLE 8M-100 TO EXISTING MANHOLE 2 AND HAVE SEWER OPERATIONAL INCLUSIVE OF TESTING.
8. INSTALL PNEUMATIC PLUG ON OUTLET OF EXISTING MANHOLE 3 (LOCATED IN 4TH STREET).
9. BYPASS EXISTING SEWAGE FLOW FROM EXISTING MANHOLE 3 TO EXISTING MANHOLE 8M-177.
10. CONSTRUCT 8 -INCH SEWER LINE FROM PROPOSED MANHOLE TC 082 TO PROPOSED MANHOLE 8M-172 AND HAVE SEWER OPERATIONAL
INCLUSIVE OF TESTING.
11. CONSTRUCT 16 -INCH DIP AND 32 -INCH STEEL ENCASEMENT PIPE FROM PROPOSED MANHOLE TC 082 TO PROPOSED MANHOLE TC 083.
EXISTING TUNNEL COULD BE IMPACTED WHILE INSTALLING THE STEEL ENCASEMENT. CONTRACTOR SHALL TEMPORARILY REPAIR THE
EXISTING TUNNEL. WHEN THE EXISTING TUNNEL IS REMOVED AND PRIOR TO FINAL GRADING OF CHANNEL, CONTRACTOR SHALL INSTALL
CONCRETE ENCASEMENT AROUND THE STEEL ENCASEMENT.
12. CONSTRUCT SEWER LINE FROM PROPOSED TC 083 TO PROPOSED MANHOLE TC 089 INCLUSIVE OF TESTING.
GENERAL WORK SEQUENCE FOR SEWER SERVICE RELOCATION FOR 400 E 4TH STREET:
1. CONSTRUCT JB 7-1 WITH 8 -INCH STEEL ENCASEMENT
2. INSTALL SEWER SERVICE FROM TC 084TO CO -1. PROVIDE NOTIFICATION TO RESIDENCES/BUSINESSES ON PENDING INTERUPTIONS OF
SERVICE AND PROVIDE TEMPORARY BLADDER OR.OTHER WATER -TIGHT MEASURE IN CASE SERVICE INTERUPTIONS EXCEEDS LEVEL OF
OUTAGE.
GENERAL WORK SEQUENCE FOR SEWER MAIN RELOCATION FOR E STH STREET AND E STH STREET CONNECTOR:
1. CONSTRUCT TEMPORARY 10 -INCH PVC FROM PROPOSED MANHOLE TC 088 UP TO PROPOSED MANHOLE TC 109.
2. PRIOR TO INSTALLING PROPOSED MANHOLE TC 109, INSTALL PNEUMATIC PLUG ON OUTLET OF EXISTING MANHOLE 8L-035 (LOCATED IN 5TH
STREET).
3. BYPASS EXISTING SEWAGE FLOW FROM EXISTING MANHOLE 8L-035 TO PROPOSED MANHOLE TB -3.
4. CONSTRUCT PROPOSED MANHOLE TC 109 AND 10 -INCH SEWER LINE FROM PROPOSED MANHOLE TC 109 TO PROPOSED MANHOLE TC 107
AND HAVE SEWER OPERATIONAL INCLUSIVE OF TESTING.
5. INSTALL SEWER SERVICE FROM TC 107 TO CO -3. PROVIDE NOTIFICATION TO RESIDENCES/BUSINESSES ON PENDING INTERUPTIONS OF
SERVICE AND PROVIDE TEMPORARY BLADDER OR OTHER WATER -TIGHT MEASURE IN CASE SERVICE INTERUPTIONS EXCEEDS LEVEL OF
OUTAGE.
6. INSTALL PNEUMATIC PLUG ON OUTLET OF EXISTING MANHOLE 4.
7. BYPASS EXISTING SEWAGE FLOW FROM EXISTING MANHOLE 4 TO PROPOSED MANHOLE TC -109.
B. CONSTRUCT PROPOSED 8 -INCH SEWER LINE FROM PROPOSED MANHOLE TC 107 TO PROPOSED MANHOLE TC 108 AND HAVE SEWER
OPERATIONAL INCLUSIVE OF TESTING.
9. AFTER JB 8-1 HAS BEEN CONSTRUCTED WITH 18 -INCH STEEL ENCASEMENT, CONSTRUCT 10 -INCH SEWER FROM PROPOSED MANHOLE TC 086
TO PROPOSED MANHOLE TC 109 INCLUSIVE OF TESTING.
10. PLUG/GROUTFILL TEMPORARY 10 -INCH INLET AT PROPOSED MANHOLE TC 088 AND TEMPORARY 10 -INCH INLET AT PROPOSED MANHOLE TC
109. REMOVE TEMPORARY 10 -INCH RE-ROUTE PIPE.
GENERAL WORK SEQUENCE FOR SEWER MAIN RELOCATION FOR ECU SEWER:
1. CONSTRUCT A TEMPORARY -INCH CLEANOUT UPSTREAM OF PROPOSED MANHOLE TC 102 ALONG 6 -INCH SEWER.
2. BYPASS EXISTING SEWAGE FLOW FROM TEMPORARY -INCH CLEANOUT TO PROPOSED MANHOLE TC 089.
3. AFTER JB 8-3 HAS BEEN CONSTRUCTED WITH 16 -INCH STEEL ENCASEMENT, CONSTRUCT 8 -INCH SEWER FROM PROPOSED MANHOLE TC 1101
TO PROPOSED MANHOLE TC 102 INCLUSIVE OF TESTING.
4. REMOVE TEMPORARY -INCH CLEANOUT AND CONNECT 6 -INCH SEWER TO PROPOSED MANHOLE TC 102.
GENERAL WORK SEQUENCE FOR SEWER MAIN RELOCATION FOR READE SPUR:
1. INSTALL PNEUMATIC PLUG ON OUTLET OF EXISTING MANHOLE 8L-066.
2. BYPASS EXISTING SEWAGE FLOW FROM EXISTING MANHOLE 8L-066 TO EXISTING MANHOLE 8L-059.
3. CONSTRUCT PROPOSED 16 -INCH SEWER LINE FROM PROPOSED MANHOLE TC 092 TO PROPOSED MANHOLE TC 093 AND HAVE SEWER
OPERATIONAL INCLUSIVE OF TESTING.
4. INSTALL PNEUMATIC PLUG ON OUTLETS OF EXISTING MANHOLES 5 AND 6.
5. BYPASS EXISTING SEWAGE FLOW FROM EXISTING MANHOLES 5 AND 6 TO PROPOSED MANHOLE TC 093. DIVERT BYPASS EXISTING SEWAGE
FLOW FROM EXISTING MANHOLE 8L-066 TO PROPOSED MANHOLE TC 093.
6. CONSTRUCT PROPOSED 8 -INCH SEWER LINE FROM PROPOSED MANHOLE TC 093 TO PROPOSED MANHOLE TC 074 AND HAVE SEWER
OPERATIONAL INCLUSIVE OF TESTING.
7. CONSTRUCT TEMPORARY 12 -INCH SEWER LINE FROM PROPOSED MANHOLE TC 093 TO EXISTING MANHOLE 8L-066.
GENERAL WORK SEQUENCE FOR SEWER MAIN RELOCATION FOR S EVANS STREET:
1. CONSTRUCT JB 10-3 WITH 20 -INCH STEEL ENCASEMENT
2. INSTALL PNEUMATIC PLUG ON OUTLET OF EXISTING MANHOLE 7.
3. BYPASS EXISTING SEWAGE FLOW FROM EXISTING MANHOLE 7 TO EXISTING MANHOLE 8L-066.
4. CONSTRUCT PROPOSED 12 -INCH SEWER LINE FROM PROPOSED MANHOLE TC 093 TO PROPOSED MANHOLE TC 095 AND HAVE SEWER
OPERATIONAL INCLUSIVE OF TESTING.
5. PLUG/GROUTFILL TEMPORARY 12 -INCH INLET AT PROPOSED MANHOLE TC 093. REMOVE TEMPORARY 12 -INCH RE-ROUTE PIPE.
GENERAL WORK SEQUENCE FOR SEWER MAIN REPLACEMENT BETWEEN PROPOSED MANHOLE TC 068 TO EXISTING MANHOLE 8L-084:
1. CONSTRUCT JB 11-4 WITH 20 -INCH STEEL ENCASEMENT.
2. INSTALL PNEUMATIC PLUG ON OUTLET OF EXISTING MANHOLE 8L-096.
3. BYPASS EXISTING SEWAGE FLOW FROM EXISTING MANHOLE 8L-096 TO PROPOSED MANHOLE TC 086.
4. CONSTRUCT PROPOSED 12 -INCH SEWER LINE FROM PROPOSED MANHOLE TC 068 TO CONNECTION OF 12 -INCH SEWER AT STATION 2+60
AND HAVE SEWER OPERATIONAL INCLUSIVE OF TESTING.
GENERAL WORK SEQUENCE FOR SEWER MAIN RELOCATION FOR WASHINGTON AND 9TH STREET OUTFALL:
1. INSTALL PNEUMATIC PLUG ON OUTLETS OF EXISTING MANHOLES 8L-095 AND EXISTING MANHOLE 8.
2. BYPASS EXISTING SEWAGE FLOW FROM EXISTING MANHOLES 8L-095 AND EXISTING MANHOLE 8 TO PROPOSED MANHOLE TC 068.
3. CONSTRUCT PROPOSED 10 -INCH SEWER LINE FROM PROPOSED MANHOLE TC 096 TO PROPOSED MANHOLE TC 097 AND HAVE SEWER
OPERATIONAL INCLUSIVE OF TESTING.
4. TEMPORARY CONNECT EXISTING 10 -INCH SEWER LINE TO PROPOSED MANHOLE TC 096.
5. CONSTRUCT PROPOSED DOGHOUSE MANHOLE TC 099.
6. CONSTRUCT PROPOSED 10 -INCH SEWER LINE FROM PROPOSED DOGHOUSE MANHOLE TC 099 TO EXISTING MANHOLE 8.
7. CONSTRUCT JB 11-6 WITH 18 -INCH STEEL ENCASEMENT.
8. CONSTRUCT PROPOSED 10 -INCH SEWER LINE FROM PROPOSED MANHOLE TC 097 TP PROPOSED DOGHOUSE MANHOLE TC 099.
9. PLUG/GROUTFILL INLET AND OUTLET OF EXISTING 10 -INCH SEWER IN PROPOSED DOGHOUSE MANHOLE TC 099.
10. PLUG/GROUTFILL IN OF EXISTING10-INCH SEWER IN PROPOSED MANHOLE TC 096.
GENERAL WORK SEQUENCE FOR SEWER MAIN RELOCATION FOR C-SSWR 19+00 XING:
1. INSTALL PNEUMATIC PLUG ON OUTLET OF EXISTING MANHOLE 8L-059.
2. BYPASS EXISTING SEWAGE FLOW FROM EXISTING MANHOLE 8L-059 TO EXISTING MANHOLE 8L-048.
3. CONSTRUCT PROPOSED MANHOLE 8L-060.
4. CONSTRUCT TEMPORARY 8 -INCH PVC FROM PROPOSED MANHOLE BL -060 UP TO EXISTING MANHOLE 11.
5. INSTALL PNEUMATIC PLUG ON OUTLET OF EXISTING MANHOLE 11.
6. AFTER JB 9-3 HAS BEEN CONSTRUCTED WITH 16 -INCH STEEL ENCASEMENT, CONSTRUCT 8 -INCH SEWER FROM PROPOSED MANHOLE 8L-060 TO
PROPOSED MANHOLE TC 073 INCLUSIVE OF TESTING.
7. PLUG/GROUTFILL TEMPORARY 8 -INCH OUTLET AT EXISTING MANHOLE 11 AND TEMPORARY 8 -INCH INLET AT PROPOSED MANHOLE 8L-060.
REMOVE TEMPORARY 8 -INCH RE-ROUTE PIPE AND MANHOLE TB -3.
GENERAL WORK SEQUENCE FOR SEWER MAIN RELOCATION FOR C-SSWR 21+50 XING:
1. INSTALL PNEUMATIC PLUG ON OUTLETS OF PROPOSED MANHOLE TC 092.
2. BYPASS EXISTING SEWAGE FLOW FROM PROPOSED MANHOLE TC092TO EXISTING MANHOLE 8L-060.
3. CONSTRUCT PROPOSED 6 -INCH SEWER LINE FROM PROPOSED MANHOLE 8L-059 TO EXISTING 6 -INCH CLEANOUT AND HAVE SEWER OPERATIONAL
INCLUSIVE OF TESTING.
GENERAL WORK SEQUENCE FOR SEWER MAIN REPLACEMENT FOR FICKLEN STREET OUTFALL:
1. INSTALL PNEUMATIC PLUG ON OUTLETS OF EXISTING MANHOLE 8L-082.
2. BYPASS EXISTING SEWAGE FLOW FROM EXISTING MANHOLE 8L-082 TO EXISTING MANHOLE 8L-113.
3. CONSTRUCT PROPOSED 10 FEET OF 8 -INCH SEWER LINE FROM STATION 1+31 STATION 1 AND HAVE SEWER OPERATIONAL INCLUSIVE OF TESTING.
GENERAL WORK SEQUENCE FOR WATER MAIN CONSTRUCTION:
1. ISOLATION/KILL-OUT VALVES WILL BE INSTALLED BY GUC PRIOR TO WATER MAIN CONSTRUCTION.
2. INSTALL AND CONTINUOUSLY MAINTAIN EROSION AND SEDIMENTATION CONTROL DEVICES.
3. CONTRACTOR SHALL INSTALL AND MAINTAIN ALL TRAFFIC CONTROL AND OTHER TEMPORARY FACILITIES FOR SAFE AND PROTECTED WORK AREA.
CONTRACTOR SHALL BE REQUIRED TO REMOVE ONLY THAT PORTION OF ASPHALT IN ROAD BY MILLING WITH ZIPPER TYPE EQUIPMENT THAT CAN
THEN BE EITHER PERMANENTLY PATCHED OR SAFELY PLATED AT THE END OF THE WORKING DAY.
4. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN ADVANCE OF THE TRENCHING FOR THE WATER MAIN.
5. CONTRACTOR SHALL COMPLETE THE INSTALLATION OF WATER LINE RELOCATION WITH ALL RECONNECTED METERED SERVICES AND ASSOCIATED
ALTERATIONS AND HAVE OPERATIONAL BEFORE ANY SEWER INSTALLATION CAN BE INITIATED.
6. INSTALL WATERLINE AND APPURTENANCES AND CONNECT TO EXISTINGIWATER LINE BY TAPPING SLEEVE AND VALVE. PROVIDE ALL TEMPORARY
BLOW OFF ASSEMBLIES FOR TESTING AND FLUSHING.
7. TAPPING SLEEVE AND VALVE SHALL BE BOLTED IN PLACE AND PRESSURE TESTED PRIOR TO TAPPING OF EXISTING MAIN.
8. PRESSURE TEST WATER LINE AND APPURTENANCES.
9. DISINFECT AND FLUSH WATER LINE AND APPURTENANCES.
10. UPON ACCEPTABLE BACTERIOLOGICAL TEST, SWITCH EXISTING AND OR NEW WATER SERVICES OVER TO WATER LINE,
11. ABANDON EXISTING WATER MAINS AND APPURTENANCES AND EXISTING SERVICES AS IDENTIFIED IN WATER MAIN ABONDONMENT SEQUENCE.
12. ITEMS 6 THROUGH 10 MAY BE CONDUCTED ON A VALVE TO VALVE OR INTERSECTION TO INTERSECTION ARRANGEMENT. CONTRACTOR WILL BE
RESPONSIBLE FOR ANY ADDITIONAL VALVES OR LINE STOP ARRANGEMENTS WHERE CONTRACTOR PLANS TO ISOLATE OR SEQUENCE WORK
DIFFERENTLY, UNLESS OTHERWISE APPROVED BY OWNER.
GENERAL WORK SEQUENCE FOR WATER MAIN ABANDONMENT:
1. CONTRACTOR SHALL INITIATE WATER MAIN ABANDONMENT AFTER ALL NEW WATER MAINS ARE OPERATIONAL AND EXISTING SERVICES ARE
RECONNECTED TO NEW MAINS,
2. CONTRACTOR SHALL SCHEDULE A MOCK OR TEST EXERCISE OF ALL EXISTING VALVES WITH GUCS INSPECTOR/PROJECT COORDINATOR A
MINIMUM OF 14 DAYS PRIOR TO ABANDONMENT WORK TO ENSURE EXISTING VALVES ARE OPERABLE AND PROVIDE A LEAK TIGHT SEAL WHEN
FULLY CLOSED. WHERE EXISTING VALVES ARE DETERMINED TO BE INOPERABLE OR DO NOT PROVIDE A LEAK TIGHT SEAL, GUC MAY AUTHORIZE
THE USE OF LINE STOPS FOR THE ABANDONMENT OR MAY CONSIDER TEMPORARY INTERRUPTION OF SERVICE DEPENDING UPON THE CRITICALITY
OF MAIN TO BE INTERRUPTED AND THE NUMBER OF SERVICES IMPACTED. ALL OPERATION OF EXISTING VALVES SHALL BE PERFORMED BY
OWNER'S INSPECTOR/PROEJCT COORDINATOR OR AUTHORIZED OPERATIONAL PERSONNEL. ANY CONCERNS WITH THE PERFORMANCE \ OF THE
EXISTING VALVES THAT MAY IMPACT THE USE OF THE VALVES TO FACILITATE ABANDONMENT SHALL BE REPORTED IMMEDIATELY TO OWNER AND
ENGINEER SO A REVISED PLAN CAN BE ISSUED.
3. CONTRACTOR SHALL COORDINATE WITH GUC'S INSPECTOR/PROJECT COORDINATOR A MINIMUM OF 72 HOURS BEFORE OPERATION OF EXISTING
VALVES THAT WILL SUPPORT ABANDONMENT AND KILL OUTCIF MAINS TO BE ABANDONED AND SEVERED. ALL OPERATION OF EXISTING VALVES
SHALL BE PERFORMED BY OWNER'S INSPECTOR/PROEJCT COORDINATOR OR AUTHORIZED OPERATIONAL PERSONNEL.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING (AND PLUGGING FOLLOWING COMPLETION OF ABANDONMENT) ALL TEMPORARY TAPS
AND BLOW OFFS FOR RELEASING RESIDUAL PRESSURE AND DRAINING WATER MAINS TO BE ABANDONED. THESE TAPS WILL BE SUBSIDIARY TO
THE ABANDONMENT EFFORT.
5. ABANDONMENT OF THE MAINS SHALL BE IN ACCORDANCE WITH GUC'S STANDARDS AND THE DETAIL HEREIN. ISOLATION/KILL-OUT VALVES ARE
SHOWN TO FACILITATE ABANDONMENT WITH THE EXPECTATION OF MINIMAL TO NO SHUTDOWN OF SYSTEM.
WATER MAIN SPECIFICATIONS:
1. TRACER WIRE
1.1. ALL PRESSURE MAINS SHALL BE PROVIDED TRACING WIRE AND TEST PORTS IN SUCH A MANNER AS TO BE ABLE TO PROPERLY
TRACE ALL MAINS WITHOUT LOSS OR DETERIORATION OF SIGNAL OR WITHOUT THE TRANSMITTED SIGNAL MIGRATING OFF THE
TRACE WIRE.
1.2. TRACER WIRE SHALL BE COPPERHEAD@ STEEL CORE COPPER WIRE #12 AWG WITH HIGH DENSITY POLYETHYLENE COATING OR
EQUAL. IT SHALL BE ADEQUATELY SECURED OR FASTENED TO THE PIPE IN THE 3 O -CLOCK POSITION.
1.3. THE TRACER WIRE SHALL BE SECURELY BONDED TOGETHER AT ALL WIRE JOINTS WITH AN APPROVED INDUSTRIAL CRIMP
CONNECTOR TO PROVIDE ELECTRICAL CONTINUITY. IT SHALL BE ACCESSIBLE AT ALL TRACER WIRE TEST PORTS.
1.4. TEST PORTS SHALL BE LOCATED ADJACENT TO ALL VALVES, BRANCHES AND TIES BACK INTO THE EXISTING SYSTEM AS SHOWN
SYMBOLICALLY ON THE DRAWINGS. THE TEST PORT SHALL CONSIST OF A STANDARD VALVE BOX, SHALL BE H-20 TRAFFIC LOAD
RATED FLUSH WITH GRADE IN NON -PAVED AREAS AND FLUSH WITH FINAL ASPHALT OR CONCRETE PAVEMENT ELEVATION. THE
VALVE BOX SHALL BE EQUIPPED WITH A LID STAMPED "TS". AT EACH TEST PORT, A LOOP OF WIRE SHALL BE BROUGHT UP AND
LOOPED INSIDE THE BOX. THE LOOP OF WIRE INSIDE THE BOX SHALL BE A MINIMUM OF THREE FEET.
1.5. CONTRACTOR SHALL PERFORM A CONTINUITY TEST ON ALL TRACER WIRE IN THE PRESENCE OF THE OWNER OR OWNEFrS
REPRESENTATIVE. IF THE TRACER WIRE IS FOUND TO BE NOT CONTINUOUS AFTER TESTING, CONTRACTOR SHALL REPAIR OR
REPLACE THE FAILED SEGMENT OF WIRE AT HIS OWN EXPENSIE.
COPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROi
FILE NAME: 0:\ProieGts\Greenville\2013012202RA - Town Creek Culvert Task 2\CADD\Plan Set\2013012202-SHT UTILITY COVER-1.dw2 -#### - December9, 2015 - Monroe Huckaby
1ARKED WITH AN OR15
'HALL BE CONSIC
PL" PEPARM BY-
K10mlepMorn
PO BOX33068
RALEIGH, NC 27636-3068
PHONE: [phone]
FAX: [phone]
NC LICENSE #F-0102
@2014
SODICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geornatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(1) 919.782.9672
www.wkdickson.com
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PROPOSED WATER
PLAN & PROFILE
(8 -INCH WATER LINE
3RD STREET)
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2. CONTRACTOR SHALL REINSTATE ALL SERVICES mj
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BETWEEN 3RD AND 4TH STREET AND PLACE CLEAN INV OUT - 14.
-A PROPOSED 60.99 LF OF 16" DIP
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OUT AT PERMANENT EASEMENT. CONTRACTOR TO
VERIFY SERVICE IS ACTIVE BEFORE REINSTATING
X�
CONNECTION. RECONNECTION OF THESE
SERVICES SHALL BE AT PREVAILING UNIT PRICES.
3. CONTRACTOR SHALL VERIFY EXISTING SERVICE
LATERALS SHOWN (OR NOT SHOWN) ARE ACTIVE
............ ...... ....... ........ ....... ......... .......... 1 ............. .......... ....... ...... ................. ............. ........ ......... ............... ......
52 BY INSPECTION VIA CCTV BEFORE ORDERING ........ DDI 52
MATERIALS FOR RECONNECTION. NO SEPARATE
PAYMENT SHALL BE MADE AS THIS WORK IS l-_: UJ w
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0 4. CONTRACTOR SHALL REPAIR EXISTING 94" X 64" w u):x W 06
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32 -INCH STEEL ENCASEMENT. AFTER REMOVAL OF
............ .............. ........ ....... ...... 0. ........ ........... ..... ............... ...... .. ....... ................... ................. 44
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x i2 z PROP.
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k 181, VCP
18" RCP PROP. EXIST
24" RCP 12" RCP' PROPOSED GRADE'
.............. ............. ........ .......... .. ..... .......... : ...... ......... ...... N, ..... ......... ......
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EXIST 15" PVC
TO BE REMOVED 18" RCP: STORM
STORM
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16 . ................. ................. ........ .......
PROP' SED 60.99 LF _16H D
- - - - - - - - - - - - - -
XIST 181, VCP @ 0.76% PROPOSED 121.97 LF 18" PVCP, 0.12% PR O*POSED 158.74 LF18" PVCfl 0,12%
59.3 LF OF E
- - - - - - - - - - -
24
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STA 102+02.14 STA 102+60.81
CONNECT EXIST 18" VCP PROP.------ A r__r_11
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HORIZ
PROPOSED 138.90 LF OF
...... ...... ...... ....... ................... ................ ............. ..... ........... ....... .............. 42.31 LF
8-10 ...... 0... ......... 2.0 ..... ............. ........ .......... .............. .......... ...... 0 8
36"X0.500" STEEL ENCASEMENT—
OF CONCRETE ENCASEMENT
PROPOSED 6.26 LF 16" DIP@ 0.14% W/ 16" RJDI @ 1.00% SLOPE
SEWER MAIN PROPOSED 42.32 LF OF
32"X0.438" STEEL ENCASEMENT
4 \/F F? T W/ 16" RJDI @ 0.14% SLOPE .4
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COPYRIGHT C, W.K. DICKSON &CO., INC. ALLR
FILE NAME: 0:\Projects\Greenviile\2013012202RA -
.SERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS D(
�ek Culvert Task 2\CADD\Plan Set\2013012202-SHT UTILITY RELO.dw2 -#### - December 10, 2015 - Monroe Huckaby
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12 . ........... ............. .................. ................ ....... ...... .................. ............ ...... .................. ............... ........... ........... ...... .............. ................... ........ .......... ........... ...... 12
................... ................... VERT ......
36"XO.500" STEEL ENCASEMENT
W/ 16" RJDI @ 1.00% SLOPE
SEWER MAIN 3 0 6
WKD PROJECT'
8 8
2013012202RA
DA TE.
1211012015
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COPYRIGHT W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINALSIGNATURE AND SEALSHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: 0:\Projects\Greenville\2013012202RA - Town Creek Culvert Task 2\CADD\Plan Set\2013012202-SHT UTILITY RELO.dw2 -#### - December 10, 2015 - Monroe Huckaby

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- Town Creek Culvert Task 2\CADD\Plan Set\2013012202-SHT UTILITY RELO.dw ## - December 9, 2015 - Monroe Hucka�y

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COPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED, REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES. US4
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FILE NAME: O:\PL reenville\2013012202RA - Town Creek Culvert Task 2\CADD\Plan Set�2013012202-SHT UTILITY RELO 2.dag -#### - December 9,2015 - Monroe Huckaby

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-- � : I I - . I . 16" DIP '� : 0" DIP @ 1.72% -- U
: : : : : STA 2+17.83 : : CONNECT EXIST' I : -1 7.22' LF 1 ' Cr LU -j ()
1:1 : . : : : � : : . :z - Z W ,;::c
: : . : : : :: : . : . � I : : �< Q ��
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-
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: . CONNECT PROPOSED - . : . - Q� I.- -_j
: 120.9 LF 12" VCP TO � . ' ( ELEV. 27.34 . : 32.81'LF WDIP @ 0.31- -- U ,C) rr
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: : REMOVED : . : : : I . : tELEV. 29.26 : I= z W z a (1) CE
: : : ... � ......... : ................... : ............ � ....... : : 20"XO.281" STEEL ... I I ........... I -: ... � .............. W/ FERNCO COUPLING I ... � I ... : : � . . - -: ..... � .... � ... @. 1.12%.. - - .. 1. I � - I � 1. � ��. - � 1. - � � I ............. � ..... -
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I COPYRIGHT @, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES. USAV5
. FILE NAME: O:\PUo ects\Greenville\2013012202RA - Town Creek Culvert Task 2\CADD\Plan Set\2013012202-SHT UTILITY RELO 2.dwq -#### - December 9, 2015 - Monroe H I uckaby I �
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16" WATER LINE
(BY OTHERS)
-13
PROPOSED CO
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PERFORMED BY OTHERS FOR
10TH ST CONNECTOR PROJECT
RIM EL=40.48
--- INV = 36.27
PLANS PffiPAffiD BY -
NOTES FOR 6 -INCH SEWER SERVICE FOR UNX BUILDING:
1 CONTRACTOR SHALL LOCATE HORIZONTAL AND VERTICAL DEPTH OF Kolmley'>)) Horn
SERVICE FOR THE UNX BUILDING.
2. CONTRACTOR SHALL PROPERLY CORE STORM STRUCTURE TO INSTALL PO BOX 33068
R IGH, NC 27636-3068
12 -INCH ENCASEMENT WITH 6 -INCH DIP. NAD 83 PHONE. [phone]
3. CONTRACTOR SHALL INSTALL OUTSIDE DROP AT EXISTING MANHOLE TIE-IN. FAX: [phone]
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56 - -----­------------ .................. . ........ ...... ......... ................... ............ ................. ............ 56 PERMANENT EASEMENT OR RIGHT OF UJ ry w
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48 -------------------- ................... ......... 48 SERVICE LATERALS SHOWN (OR NOT Z z Z) 0
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EXISTING GRADE ALONG C> (N SHOWN) ARE ACTIVE BY INSPECTION VIA <
CCTV BEFORE ORDERING MATERIALS FOR < <
PROPOSED SAN SEWER
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16 WKD PROJECT.
6 ...... ............. ....... ...........
2013012202RA
WASHINGTON AND 9TH STREET OUTFALL
DATE. -
12 12 121912015
M Cl CD CD
C) 9 Ci 6 100% PLANS
0i CD M C) C)
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5+50 7+00 8+00 9+00
41Sw6
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COPYRIGHT 0, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: 0:\Projects\Greenville\2013012202RA - Town Creek Culvert Task 2\CADD\Plan Set\2013012202-SHT UTILITY RELO 2.dn -#### - December 9, 2015 - Monroe Huckaby
co
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EXISTING MH 8 (BY OTHERS)
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(BY OTHERS)
-13
PROPOSED CO
6" CLEAN OUT
PERFORMED BY OTHERS FOR
10TH ST CONNECTOR PROJECT
RIM EL=40.48
--- INV = 36.27
PLANS PffiPAffiD BY -
NOTES FOR 6 -INCH SEWER SERVICE FOR UNX BUILDING:
1 CONTRACTOR SHALL LOCATE HORIZONTAL AND VERTICAL DEPTH OF Kolmley'>)) Horn
SERVICE FOR THE UNX BUILDING.
2. CONTRACTOR SHALL PROPERLY CORE STORM STRUCTURE TO INSTALL PO BOX 33068
R IGH, NC 27636-3068
12 -INCH ENCASEMENT WITH 6 -INCH DIP. NAD 83 PHONE. [phone]
3. CONTRACTOR SHALL INSTALL OUTSIDE DROP AT EXISTING MANHOLE TIE-IN. FAX: [phone]
1A I f� 1 0 ()
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SERVICES LOCATED ALONG WASHINGTON ui a- < i:!--
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56 - -----­------------ .................. . ........ ...... ......... ................... ............ ................. ............ 56 PERMANENT EASEMENT OR RIGHT OF UJ ry w
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WAY. CONTRACTOR TO VERIFY SERVICE IS F- U) < ry
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ACTIVE BEFORE REINSTATING (D 0
0
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52 . ................... �.: w 0 1
z �; x t
PRICES. uj� Z) 3:
2 Of
Z) �_ 0� �_ w
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3. CONTRACTOR SHALL VERIFY EXISTING U_ Uj <
............... ...... ........ 0
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48 -------------------- ................... ......... 48 SERVICE LATERALS SHOWN (OR NOT Z z Z) 0
00 00 uj 0 U)
EXISTING GRADE ALONG C> (N SHOWN) ARE ACTIVE BY INSPECTION VIA <
CCTV BEFORE ORDERING MATERIALS FOR < <
PROPOSED SAN SEWER
-,tit if
11 1— �- RECONNECTION. NO SEPARATE PAYMENT
.......... ........ .......... ............................ ........ .......... ......... ......
44 - -­-­-­ ......... ................... .................. ............................. ........ ...... .............. 44 SHALL BE MADE AS THIS WORK IS
LUO 0
INCIDENTAL TO SEWER INSTALLATION. 2t,
LU
OWN*
>
LU
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EXIST EXIST ��z
TO EXISTING MANHOLE 6" D!
PROPOSED Egli RCP WATER WATER WATER
SERVICE SERVICE
SEE SHEET 12 L ................
................ ...... . ..... ...... ........ ....... 32
32 - -------------- ............ ........ ................... ..........
26
STA 7+61.72
.............. .......... ................... ...... .. ...... ............. ......... ........... ........ ............ 28
28
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STA 6+93.65 L U
(STA 6+47.3 ELEV. 31.01 C) LU
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VERT
...... ........... ...... ........ ...... ........ ............. ...... .............. ­.: ....... ...... ........... 16
16 WKD PROJECT.
6 ...... ............. ....... ...........
2013012202RA
WASHINGTON AND 9TH STREET OUTFALL
DATE. -
12 12 121912015
M Cl CD CD
C) 9 Ci 6 100% PLANS
0i CD M C) C)
co
5+50 7+00 8+00 9+00
41Sw6
4 f �If I 0/_ �01 A h �10
COPYRIGHT 0, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: 0:\Projects\Greenville\2013012202RA - Town Creek Culvert Task 2\CADD\Plan Set\2013012202-SHT UTILITY RELO 2.dn -#### - December 9, 2015 - Monroe Huckaby

-----------
PLANS PFEPARED BY
#
V,
-1 FOR
SEE DWG NO US
U
OPOSED STORM DRAINAGE
EE DWG NO 6 FOR
PROPOSED SAN SEWER Kimley>Morn
PLAN & PROFILE
(SEWER MAIN)
N", PO BOX 33068
40
RALEIGH, NC 27636-3068
CO -
PHONE: [phone]
co
IV
-2050
FAX: (919) 677
NC LICENSE #F-
XR _52 0102
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177
drDICKSON
...... community infrastructure consultants
Transportation + WaterResources
PROPOSED IV',
Urban Development + Geornatics
MH 8M-100
720 Corporate Drive
0
4'DIA EXT BASE MH Raleigh, NO 27607
(v) 919.782.0495
EXISTING ARCHED/130
(OUTSIDE DROP)
CU 919.782.9672
www.wkdickson.com
STA 100+59.27 (SEWER MAIN),,, LVERT TO BE REM VED
PER STORM DRAIN
NC. UCENSE NO. F-0374
T", STA 0+00 (E 3RD 1, C04
IMPROVEMENTS PLAN
STREET OUTFALL)
SEE STORM DRAINAGE PLANS 0
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FOR STORM DRAINAGE PIPES ':7,
112.0 LF 8" TCP TO BE
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PLANS PFEPARED BY:
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DATE:
121912015
ESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRI17EN CONSENT OF W.K, DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TR E COPIES. UWA5
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FILE NAME: 0:\PLojects\Greenville\2013012202RA - Town Creek Culvert Task 2\CADD\Plan Set\2013012202-SHT WATER REL02.dn -#### - December 9,2015 - Monroe Huckaby
112 LF EXISTING
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8" 450
8" 450 RJ BEN
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PLW PWTMED BY-
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PO BOX 33068
RALEIGH, NC 27636-3068
PHONE: [phone]
46
FAX- [phone]
NC LICENSE #F-0102
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@2014
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WDICKSON
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community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
CP
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(Q 919.782.9672
www.wkdickson.com
NC. UGENSE NO, F-0374
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cli
HORIZ 20130122021RA
_0+10 0+00 1+00 1+15 10 0 20 DATE:
121912015
VERT 100% PLANS
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VERT
3 0 6
COPYRIGHT W.K. DICKSON & GO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED.
FILE NAME: 0:\PLojects\Greenville\2013012202RA - Town Creek Culvert Task 2\CADD\Plan Set\2013012202-SHT WATER REL02.da -#### - December 9,2015 - Monroe Huckaby
0
CUT & PLUG EXIST
811 WATER MAIN
........ ......
PLANS PFEPARED BY -
j
mley*Horn
Ki
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to
PO Box 33068
RALEIGH, NC 27636-3D68
PHONE- [phone]
FAX: [phone]
411 NC LICENSE #F-0102
Or @2014
AdF,
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0
P_%.,VVK
AWDICKSON
community infrastructure consultants
�V, Transportation + Water Resources
Urban Development+ Geornatics
720 Corporate Drive
Raleigh, NC 27607
IF (V) 919.782,0495
919.782.9672
www.wkdickson.com
103 LF EXISTING
NC. UCENSE NO. F-0374
WATER LINE J
TO BE REMOVED
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---------- -
PLANS PFEPAFED BY-
Kimley>Morn
STREET RIGHT-OF-WAY P BOX 30 8
OR AS NOTED ON PLANS RALEIGH, NC 27636-3068
VALVE BOX PHONE. [phone]
NC LICENSE #F-0102
FAX: [phone]
FIRE HYDRANT, PUMPER NO2ZLE TO ..,--GRADE
BE PERPENDICULAR TO STREET @2014
E
NOTE:
it VALVE
AM, C3 HYDRANT TO BE PLUMB. IF ADJUSTMENT 2" CLEAR E 11 El I E
IS NECESSARY AFTER PRESSURE TEST, (MIN.) GRASSED AREk7
WDICKSON
RETESTING MAY BE REQUIRED BY GUC.
PAVED ARE community infrastructure consultants
all
GROUT Transportation + Water Resources
4 -
ELEVATION AS VALVE BOX SHALL NOT BE INSTALLED
Urban Development + Geomatics
SHOWN UN PLAN IN CURB CUTTER. o
lip=
e:.-.: 720 Corporate Drive
Raleigh, NC 27607
S7,
24" PRECAST CONC. COLLAR
A--
F I
(v) 919.782.0495
919.782,9672
X
EE DETAIL wwwwkdickson.com
MINIMUM 3000 P.S.I.
o
VALVE BOX EXTENSION (IF REQUIRED) CONCRETE NC. UCENSE NO. F -W74
jD FINISHED GRADE
rol IN ACCORDANCE WITH MANUAL
11 E: CAARb
VALVE BOX
Ak UEE DETAIL
-IEIIE -VALVE
BOX BOTTOM
BOTTOM IN ACCORDANCE WITH MANUAL
PRECAST CONCRETE COLLAR 5hAL.
-VALVE
025 0
14#1
PROVIDE 057 o>� %0
CRUSHED STONE H
LOCKED HYDRANT TEE
AROUND WEEP HOLE
13E I
SLOPE TOP OF 0 Nt
CONC. TO PROVIDE -0 NOTE; Ic I
DRAINAGE FROM VALVE BOX SHALL NOT BE INSTALLED MAL
r 1-1 3 1-
.wft ifli I
PIPE
DIA.
(IN.)
MIN.
FULL PIPE
LENGTHS
6.
NOM.
PIPE
I
10"
go.
BEND
12"
3
METER BOX
NOTE: UNGLUED CAP CONCRETE COLLAR
VALVE BOX NOT
SHOWN FOR CLARITY -
SEE END VIEW
ALL FITTINGS ARE VALVE BOX
FIRE HYDRANT
(SEE TYP. HYD. DETAIL) VALVE BOX TO BE H
SUPPORTED BY 1121 BRICKS 2" BALL VALVE
BLOW -OFF TO BE
NOTE: ORIENTED TO DISCHARGE
NOT INTERFERE WITH REMOVAL OF BOLTS. PVC CLASS 200 PIPINC
PLACE CONC. BLOCKING SUCH THAT IT VILL TOWARD ROADWAY
NO SERVICE CAN BE INSTALLED ON THE MAIN PIPE -------a- FIP THREADED/SOLVENT
BETWEEN THE INLINE CATE VALVE AND THE LENGTH AND SIZE
LOCKED HYDRANT TEE. WELD ADAPTOR AS REQUIRED
BRASS NIPPLE
TAPPED PLUG
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GATE VALVE 1UNFORMLUJ
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I I r2A j7� 0 b CROSS USED AS TEE
4LB./SQ. FT.) cn w F- 0
TO DETERMINE THE SIZE OF A CONCRETE THRUST BLOCK.DIVIDE THE TOTAL PONCE BY 3. DIRECTION CHARGE, ELBOW
@ <
------ MUCK o THE BEARING VALUES OF THE SOIL. THE QUOTIENT WILL BE THE SIZE OF THE BEARING 4. CHANCE: LINE SIZE,REDUCER F- < F -
SOFT CLAY 11000 AREA OF THE THRUST BLOCK IN SQUARE FEET. APPROXIMATE VALUES FOR VARIOUS w
COVER PIPE FIP THREADED/SOLVENT FIP SILT 1.500 5. DIRECTION CHANGBJEE USED 0 z
.il '* x w
AND _�A -
TABLE.
PLUG WITH PLASTIC TYPES OF SOIL ARE LISTED IN AS ELBOW ly > a -
WELD ADAPTOR THREADED/SOLVENT SANDY SILT 3.000 W X r LU
OBTAIN MINIMUM FULL PIPE LENGTHS FROM TABLE BEFORE POURING UNDISTURBED SOIL WELD ADAPTOR SAND 4,000 NO RESPONSIBILITY CAN BE ASSUMED FOR THE ACCURACY OF THE DATA IN THIS TABLE S. DIRECTION CHANGE, CROSS USED w U) co
CONCRETE BLOCKING SANDY CLAY 6.000 DUE TO THE WIDE VARIATION OF BEARINC LOAD CAPABILITIES FOR EACH SOIL TYPE, AS ELBOW
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SIDE VIEW ENR VIE HARD CLAY 9.000 7. DIRECTION CHANGE w LL �: _j
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(D 0 1,- x
0 1.- - n U)
GREENVILLE UTILITIES NO. DATE DESCRIPTION GREENVILLE UTILITIES NO. DATE DESCRIPTION GREENVILLE UTILITIES F- Z 0
TERMINATION OF G" 12" WATER MAIN PERMANENT 2" BLOWOFF DETAIL THRUST BLOCKING DETAIL F-7 w I
GREENVILLE, N.C. Z 2 X: F- Z
GREENVILLE. N.C. GREENVILLE, N.C. I I II LU :D 3:
SHEET EING. NO. W.11 DWG N.VOOTEN WATER RESOURCES ENGINEERING SHEET DWG. NO. W-12 DWO N.VOOTEN WATER RESOURCES ENGINEERING
SHEET DWG. NO. W-8 DWG N.WOOTEN WATER RESOURCES ENGINEERING L -zS LF -L of
1 C) w 0 Z F-
GREENVILLE, N.C.
APP L#fflties I OF I DATE 3-12-99 APP H. CORBY utilities 0 z LL Uj <
I OF 1 3-12-90 GREENVILLE. N.C. I OF I DATE GREENVILLE, N.C.
DATE APP H. COREY UNIftles H.COREY
U) < w
5� (0 -:i 0 CD
FINISHED CORADE-\ < <
LENGTH OF RESTRAINED PIPE
Amud-Vu Aw soap
3,000 PSI CONCRETE ENCASEMENT ALL PER SECTION
AROUND FOR REACTION BACKING
LL
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ORTERSTOP
cl� LL
CL
BRICK SUPPORTS --
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04
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19"
CORPORATION STOP
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Lu
TOTAL POUNDS
NOM.
PIPE
I
DEAD
END
go.
BEND
46'
BEND
29-1/2"
BEND
11-1/4'
SEND
4-
2,700
3.800
2,100
1.100
530
6.1
6.600
EL000
4.300
2,200
11100
8�
9.700
13.800
7,400
3,600
1.900
10"
14.500
20,500
11.100
5,700
2,900
12"
20,500
29.000
15.700
84000
4.000
14"
27,600
39,000
21.100
11.000
5.400
161,
W.7100
50.400
27,300
14.000
7.000
18"
44,800
63.400
34,400
17,500
8.800
20"
55,000
77,000
42.100
21,500
10.800
24"
78,500
110,000
60.000
31.600
15.400
30"
120,600
170.600
92.300
47,100
23.600
361,
172.800
�44,400
132,300
67,500
33.900
42"
233,300
330,000
17a.600
91,000
45,700
48'*
304,000
430.000
232,700
110,600
59,600
384.100
543,2
DC
75.300
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1. THRU LINE CONNECTION. TEE 0 w X
2. THRU LINE CONNECTIONJEC LU Z Ci 0 1.-
N /BRASS NIPPLES SOIL REARING LOAD POLYWRAP SHALL HE USED TO COVER FITTINGS AND BOLTS. UJ :C D
I I r2A j7� 0 b CROSS USED AS TEE
4LB./SQ. FT.) cn w F- 0
TO DETERMINE THE SIZE OF A CONCRETE THRUST BLOCK.DIVIDE THE TOTAL PONCE BY 3. DIRECTION CHARGE, ELBOW
@ <
------ MUCK o THE BEARING VALUES OF THE SOIL. THE QUOTIENT WILL BE THE SIZE OF THE BEARING 4. CHANCE: LINE SIZE,REDUCER F- < F -
SOFT CLAY 11000 AREA OF THE THRUST BLOCK IN SQUARE FEET. APPROXIMATE VALUES FOR VARIOUS w
COVER PIPE FIP THREADED/SOLVENT FIP SILT 1.500 5. DIRECTION CHANGBJEE USED 0 z
.il '* x w
AND _�A -
TABLE.
PLUG WITH PLASTIC TYPES OF SOIL ARE LISTED IN AS ELBOW ly > a -
WELD ADAPTOR THREADED/SOLVENT SANDY SILT 3.000 W X r LU
OBTAIN MINIMUM FULL PIPE LENGTHS FROM TABLE BEFORE POURING UNDISTURBED SOIL WELD ADAPTOR SAND 4,000 NO RESPONSIBILITY CAN BE ASSUMED FOR THE ACCURACY OF THE DATA IN THIS TABLE S. DIRECTION CHANGE, CROSS USED w U) co
CONCRETE BLOCKING SANDY CLAY 6.000 DUE TO THE WIDE VARIATION OF BEARINC LOAD CAPABILITIES FOR EACH SOIL TYPE, AS ELBOW
CONC.BLOCKING F_ U) < _j
SIDE VIEW ENR VIE HARD CLAY 9.000 7. DIRECTION CHANGE w LL �: _j
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(D 0 1,- x
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GREENVILLE UTILITIES NO. DATE DESCRIPTION GREENVILLE UTILITIES NO. DATE DESCRIPTION GREENVILLE UTILITIES F- Z 0
TERMINATION OF G" 12" WATER MAIN PERMANENT 2" BLOWOFF DETAIL THRUST BLOCKING DETAIL F-7 w I
GREENVILLE, N.C. Z 2 X: F- Z
GREENVILLE. N.C. GREENVILLE, N.C. I I II LU :D 3:
SHEET EING. NO. W.11 DWG N.VOOTEN WATER RESOURCES ENGINEERING SHEET DWG. NO. W-12 DWO N.VOOTEN WATER RESOURCES ENGINEERING
SHEET DWG. NO. W-8 DWG N.WOOTEN WATER RESOURCES ENGINEERING L -zS LF -L of
1 C) w 0 Z F-
GREENVILLE, N.C.
APP L#fflties I OF I DATE 3-12-99 APP H. CORBY utilities 0 z LL Uj <
I OF 1 3-12-90 GREENVILLE. N.C. I OF I DATE GREENVILLE, N.C.
DATE APP H. COREY UNIftles H.COREY
U) < w
5� (0 -:i 0 CD
FINISHED CORADE-\ < <
LENGTH OF RESTRAINED PIPE
Amud-Vu Aw soap
3,000 PSI CONCRETE ENCASEMENT ALL PER SECTION
AROUND FOR REACTION BACKING
LL
0149 40114T Of DIP
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to >
V1 MEC14ANICAL RESTRAINT Uj
DEVICE IV- U1, LILI
ILL 466 SEND 01P) U-1
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U-1 (D
DIP Device P
ORTERSTOP
cl� LL
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BRICK SUPPORTS --
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Lu
U.J. 46* BIEWD (DIP)
V,/ MECHANICAL RESTRAINT D9VICS
I-X96P Ll"t LU
OR CONCRETE; THRUST BLOCKING c)
d w _j
C�
15�
45* SEND (DIP) SERVICE SADDLE LU :� U z
W/ MECHAWICAL RESTRAINT 09VICE LU LU
"Orm- OR CONCRETE THRUST 11ILOCKING LLJ Uj
PLACE 011II[C.11LOCKINIC SUCH THAT IT WILL f -D
NOT INTERFERE WITH REMOVAL OF BOLTS, HIO?t METER BOX TO BE FURNISHED AND tHISTALLED ct
BY UTIILITY COWTRACTOR. I-- Z Cj) Zi a
PIPE DIAMETER CREATER THAN Ir 0 zt - Z
$99 QUC ENGINEERING DEPT. SERVICE SADDLES SHALL BE USED UP ALL WATER LIN= Uj rN
pipe 1191HOTHS SHALL as AS REQUIRED polo AIR PaLler-
TO CONSTRUCT CROSSING.
MIN.BEARING AREA (SQ.FT.)
BEARING AREA AGAINST
UNDISTURBED EARTH
4SEE TABLE)
_2x PIPE DIA.
mom=
V___­O�
SOIL BEARING LOAD
ilbleq.ft.)
MUCKY
0
SOFT CLAY
1.000
S LT
1.500
SANDY SILT
3.(
As
SAND
SANDY CLAY
4
HARD CLAY
U.J. 46* BIEWD (DIP)
V,/ MECHANICAL RESTRAINT D9VICS
I-X96P Ll"t LU
OR CONCRETE; THRUST BLOCKING c)
d w _j
C�
15�
45* SEND (DIP) SERVICE SADDLE LU :� U z
W/ MECHAWICAL RESTRAINT 09VICE LU LU
"Orm- OR CONCRETE THRUST 11ILOCKING LLJ Uj
PLACE 011II[C.11LOCKINIC SUCH THAT IT WILL f -D
NOT INTERFERE WITH REMOVAL OF BOLTS, HIO?t METER BOX TO BE FURNISHED AND tHISTALLED ct
BY UTIILITY COWTRACTOR. I-- Z Cj) Zi a
PIPE DIAMETER CREATER THAN Ir 0 zt - Z
$99 QUC ENGINEERING DEPT. SERVICE SADDLES SHALL BE USED UP ALL WATER LIN= Uj rN
pipe 1191HOTHS SHALL as AS REQUIRED polo AIR PaLler-
TO CONSTRUCT CROSSING.
MIN.BEARING AREA (SQ.FT.)
mom=
OEM
U.J. 46* BIEWD (DIP)
V,/ MECHANICAL RESTRAINT D9VICS
I-X96P Ll"t LU
OR CONCRETE; THRUST BLOCKING c)
d w _j
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15�
45* SEND (DIP) SERVICE SADDLE LU :� U z
W/ MECHAWICAL RESTRAINT 09VICE LU LU
"Orm- OR CONCRETE THRUST 11ILOCKING LLJ Uj
PLACE 011II[C.11LOCKINIC SUCH THAT IT WILL f -D
NOT INTERFERE WITH REMOVAL OF BOLTS, HIO?t METER BOX TO BE FURNISHED AND tHISTALLED ct
BY UTIILITY COWTRACTOR. I-- Z Cj) Zi a
PIPE DIAMETER CREATER THAN Ir 0 zt - Z
$99 QUC ENGINEERING DEPT. SERVICE SADDLES SHALL BE USED UP ALL WATER LIN= Uj rN
pipe 1191HOTHS SHALL as AS REQUIRED polo AIR PaLler-
TO CONSTRUCT CROSSING.

FINISHED GRAD PROPERTY LINE-
d­` e0
19 MIMI IF,
Fa
CURB-\
a,
+ METER
METER STOP -
1P
COPPER SERVICE TURING LENGTH AS REQ'D- BRICK SUPPORTS
EACH)
HOUSE SERVICE
BY OTHERS
CORPORATION STOP
KEEP LINE SLACK--////
NOTE: METER BOX TO BE FURNISHED AND INSTALLED BY UTI
CONTRACTOR. SERVICE SADDLES SHALL BE USED ON AL
WATER LINES 4" AND SMALLER IN DIAMETER.
SERVICE SADDLE SERVICE SADDLES SHALL ALSO BE USED ON 6** AND L
PVC WATER MAINS WHICH Do NOT MEET THE REQUIRE
OF AVWA C-90O.CLASS 130.
MINIMUM COVER OVER SERVICE LINE SHALL BE 24".
METER INSTALLED BY GREENVILLE UTILITIES
WATER MAIN UPON APPLICATION AND PAYMENT OF FEES.
AND ACCEPTANCE OF SYSTEM.
I" WATER SERVIC . E DETAIL FOR GREENVILLE UTILITIES NO. DATE DESCRIP
AREAS WITH CURB AND GUTTER GREENVILLE. N.C.
SHEET DWG. NO. W-1 DVG N.WOOTEN WATER RESOURCES ENGINEERING
I OF I I DATE 3-12-99 APP H COREY GREENVILLE. N.C. umes
VARIES
BILCO TYPE J-3AL. HALLIDAY WIS 24 36 OR US
FOUNDRY MODIFIED TO CONFORN TO GRADE
RETAINER7-
GLAND
(EACH END)
It
PLAN
NOTES
1. ALL FLANGE BOLTS SHALL HE GALVANIZED
2. USE ONLY CONTROL DEVICES APPROVED BY THE FOUNDATION FOR
CROSS -CONNECTION CONTROL AND HYDRAULIC RESEARCH,
UNIVERSITY OF SOUTHERN CALIFORNIA.
3. THE VAULT SHOWN IS A GUIDE TO INDICATE MINIMUM REQUIREMENTS ACCEPTABLE
TO GUC, PLANS AND SPECIFICATIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL
PRIOR To CONSTRUCTION. PLANS SUBMITTED SHALL INDICATE ONLY ONE ITEM,PRODUCT,
SIZE, MEANS OF CONSTRUCTION. ETC. THE TERM - OR APPROVED EQUAL -
WILL NOT BE ALLOWED.
4. VAULT TO BE CONSTRUCTED OF REINFORCED CONCRETE OR REINFORCED MASONRY 61�1
BLOCK AND SMALL BE ADEQUATELY SIZED TO FACILITATE ASSEMBLY WITHOUT
REQUIRING MODIFICATION TO THE VAULT BY EITHER CUTTING OR CORING.
INDICATE TYPE OF CONSTRUCTION AND REINFORCEMENT ON SUBMITTAL.
6. PROVIDE VAULT WITH 4" OUTLET DRAIN. GRATE AND P -TRAP. INDICATE INVERT ELEVATION
OF VAULT AND AT DISCHARGE POINT. IF GRAVITY DRAIN IS IMPRACTICAL. FORM IS" SQUARE
BY 12" DEEP SUMP IN VAULT FLOOR PROVIDE SUMP PUMP ELECTRICAL SERVICE TO BE
MATCH AND STEPS MUST BE LOCATED ON SIDE
OPPOSITE DETECTOR CHECK TEST TAPS. HATCHES
USED ON VAULTS IN PAVED AREAS SMALL BE
APPROVED FOR M-20 LOADING.
MIN, OF 2-8" FROM TOP OF SLOPE OR FIN,SHED
/-PAVEMENT EXTEND TO PROPERTY LINE WHICHEVER GRADE--�
IS GREATER,
DITCH MIW
METER STOP
BRICK SUPPORTS-/
24" MIN. FROM THE1____ 44 EACH)
BOTTOM OF DITCH j
COPPER SERVICE TUBING LENGTH AS REQ'D
PROPERTY LINE---�
WF.-�
HOUSE SERVIC'�
BY OTHERS
NOTE�
CORPORATION STOP
\\---KEEP LINE SLACKI METER BOX TO BE FURNISHED AND INSTALLED BY UTILITY
LITY CONTRACTOR, SERVICE SADDLES $HALL BE USED ON
L ALL WATER LINES 4" AND SMALLER.
SERVICE SADDLES SHALL ALSO BE USED ON 6" AND LARGER
ARCER PVC WATER MAINS WHIC14 DO NOT MEET THE REQUIREMENTS
MENTS SERVICE SADDLE OF AWWA C-900,CLASS ISO.
MINIMUM COVER OVER SERVICE LINE SHALL BE 24",
METER BOX SHALL NOT BE INSTALLED IN SLOPE OF DITCH
WATER MAIN
TION I" WATER SERVICE DETAIL FOR GREENVILLE U71LITIES
AREAS WITHOUT CURB AND GUTTER GREENVILLE. N.C.
SHEET DWG, NO. W-2 DWG N� WOOTEN WATER RESOURCES ENGINEERING
I OF I I DATE 3-12-99 1APP H. COREY GREENVILLE, N,C,
NOTES
1. ALL FLANGE BOLTS SHALL BE GALVANIZED. 5. DRAIN OPENINGS SHALL BE SIZED TO ADEQUATELY RELIEVE
2. USE ONLY CONTROL DEVICES APPROVED BY GUC AND THE FOUNDATION MAXIMUM DISCHARGE Or APPROPRIATE DEVICE.
FOR CROSS -CONNECTION CONTROL AND HYDRAULIC RESEARCH, B. REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RPZ)
UNIVERSITY OF SOUTHERN CALIFORNIA. SHALL REQUIRE AN ABOVE GROUND INSTALLATION.
3. SUBMITTAL SHALL SHOW ALL PIPING or APPURTENANCES WITHIN 7. IT IS RECOMMENDED THAT THE CUSTOMER PROVIDE
THE PROTECTIVE ENCLOSURE WITH MEASUREMENTS It CLEARANCES ADEQUATE FREEZE PROTECTION.
CLEARLY LABELED. 8. REFER TO DETAIL W-12 FOR REACTION BLOCKING.
Lo"A
G�Convdio
U'vimps
4. ENCLOSURE MUST BE SIZED TO ALLOW ADEQUATE ROOM
FOR TESTING,
STANDARD MANHOLE
MAINTENANCE AND OPERATION.
STEPS AT 16- O.C.
GROUT FLANGE
FLANGE
ADAPTOR
FLANGE -
0 0
ADAPTOR
CONCRET OR
ADAPTOR
METAL P E
SUPPO
0 0 0
CONCRETE BOTTOM
MIN, OF 2-8" FROM TOP OF SLOPE OR FIN,SHED
/-PAVEMENT EXTEND TO PROPERTY LINE WHICHEVER GRADE--�
IS GREATER,
DITCH MIW
METER STOP
BRICK SUPPORTS-/
24" MIN. FROM THE1____ 44 EACH)
BOTTOM OF DITCH j
COPPER SERVICE TUBING LENGTH AS REQ'D
PROPERTY LINE---�
WF.-�
HOUSE SERVIC'�
BY OTHERS
NOTE�
CORPORATION STOP
\\---KEEP LINE SLACKI METER BOX TO BE FURNISHED AND INSTALLED BY UTILITY
LITY CONTRACTOR, SERVICE SADDLES $HALL BE USED ON
L ALL WATER LINES 4" AND SMALLER.
SERVICE SADDLES SHALL ALSO BE USED ON 6" AND LARGER
ARCER PVC WATER MAINS WHIC14 DO NOT MEET THE REQUIREMENTS
MENTS SERVICE SADDLE OF AWWA C-900,CLASS ISO.
MINIMUM COVER OVER SERVICE LINE SHALL BE 24",
METER BOX SHALL NOT BE INSTALLED IN SLOPE OF DITCH
WATER MAIN
TION I" WATER SERVICE DETAIL FOR GREENVILLE U71LITIES
AREAS WITHOUT CURB AND GUTTER GREENVILLE. N.C.
SHEET DWG, NO. W-2 DWG N� WOOTEN WATER RESOURCES ENGINEERING
I OF I I DATE 3-12-99 1APP H. COREY GREENVILLE, N,C,
NOTES
1. ALL FLANGE BOLTS SHALL BE GALVANIZED. 5. DRAIN OPENINGS SHALL BE SIZED TO ADEQUATELY RELIEVE
2. USE ONLY CONTROL DEVICES APPROVED BY GUC AND THE FOUNDATION MAXIMUM DISCHARGE Or APPROPRIATE DEVICE.
FOR CROSS -CONNECTION CONTROL AND HYDRAULIC RESEARCH, B. REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RPZ)
UNIVERSITY OF SOUTHERN CALIFORNIA. SHALL REQUIRE AN ABOVE GROUND INSTALLATION.
3. SUBMITTAL SHALL SHOW ALL PIPING or APPURTENANCES WITHIN 7. IT IS RECOMMENDED THAT THE CUSTOMER PROVIDE
THE PROTECTIVE ENCLOSURE WITH MEASUREMENTS It CLEARANCES ADEQUATE FREEZE PROTECTION.
CLEARLY LABELED. 8. REFER TO DETAIL W-12 FOR REACTION BLOCKING.
Lo"A
G�Convdio
U'vimps
PROVIDED AND MAINTAINED BY THE OWNER.
6. PROVIDE REQUIRED CLEARANCE FOR RISING STEM CATE VALVES. 4- DRAIN CONCRETE BOTTOM
7. SUBMITTAL SHALL SHOW ALL PIPING & APPURTENANCES ELEVATION- OUTLET MECHANICAL 114" MINIMUM THICKNESS)
WITHIN THE VAULT WITH MEASUREMENTS L CLEARANCES DETECTOR CHECK NOT SHOWN IN THIS VIEW RESTRAINT DEVICE
CLEARLY LABELED.
DOUBLE CHECK/ DETECTOR CHECK VAULT GREENVILLE UTILITIES NO. DATE DESCRIPTION ABOVE GROUND INSTALLATI N GREENVILLE UTILITIES
FOR 6** AND LARGER SERVICES FOR RP ASSEMBLY GREENVILLE, N.C.
GREENVILLE. N.C. (ALTERNATIVE INSTALLATION FOR DCVA)
SHEET DWG. NO. W-16 DWG N.WOOTEN WATER RESOURCES ENGINEERING SHEET DWO. NO. W-17 DWG N. WOOTEN WATER RESOURCES ENGINEERING
GreenWle I OF I DATE 5-14-99 GREENVILLE, N.C.
I OF I DATE 3-12-99 APP H. COREY GREENVILLE. N.C. APP H. COREY
TAPPING SLEEVE AND VALVE (SIZE VARIES
SEE PLANS) INSTALLED BY CONTRACTOR BACKFILL
(RESTRAIN TAPPING SLEEVE AND VALVE W/ VALVE BOX
RESTRAINING GLANDS) WITH GROUT
ISOLATICIN/KILL OUT GATE VALVE (SIZE
VARIES SEE PLANS) INSTALLED AND
RESTRAINED BY GUC
J 12.0
EXIST WATE
r_If_XI §T_ WRTFOR- PROP ATER F�
LINE (SIZE& DIP LINE DIP (SIZE DIP LINE (SIZE &
TYPE VARIES) VARIES) TYPE VARIES)
V_ _V 7 0: KILL OUT RESTRAINED
VALVE PLUG
PROP WATER GRIP RING
hA AIN COUPLING
MECHANICAL
RESTRAINT DEVICE
" ­ fA-MI M,
Greenville
"difies
RELOCATION (TYP.)
ABANDONED
THRUST COLLAR WATER LINE
NOTES:
1. GUC WILL INSTALL CUT -IN DIP WATER LINE WITH THRUST COLLAR
AND GATE VALVE PRIOR TO CONSTRUCTION OF PROPOSED
WATER LINES.
2. CONTRACTOR SHALL INSTALL AND RESTRAIN TAPPING SLEEVE
AND VALVE. WATER LINE ABANDONMENT DETAIL
3. AFTER PROPOSED WATER LINE IS TESTED, CONTRACTOR SHALL
USE ISOLATION/KILL OUT VALVE TO ABANDON EXIST WATER LINE.
VALVE SHALL BE PERMANENTLY CLOSED.
4. AFTER CLOSING VALVE, EXISTING MAIN SHALL BE SEVERED AND
PLUGGED. SEE WATER LINE ABANDONMENT DETAIL.
5. REFER TO DRAWINGS FOR LOCATIONS WHERE EXISTINGAIN
SHALL BE REMOVED OR ABANDONED.
WATER LINE TIE-IN
IZ
COPYRIGHT 0, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC�,
FILE NAME: 0:\Projects\Greenville\2013012202RA - Town Creek Culvert Task 2\CADD\Plan Set\2013012202-SHT DETAILS.dwq -#### - December 9,2015 -,Monroe Hucka�y
RAIN
/-FINISH GRADE
PL" MEPARED BY-
Klmley>Morn
PO BOX 33068
RALEIGH , NC 27636-3068
VALVE BOX TO BE PHONE: [phone]
SUPPORTED BY TWO BRICKS FAX: [phone]
NC LICENSE #F-0102
@2014
CAP (GLUED)7 oft.Wx
WDICKSON
I III community infrastructure consultants
11 r -11 Transportation + Water Resources
GRASSED AREA-/ PAVEMENT Ir A Urban Development + Geornatics,
1 1 720 Corporate Drive
CONC, Raleigh, NC 27607
(v) 919.782.0495
METER BOX- (Q 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
VALVE BOX
%%Sol 1111"f4f,
2" PVC SCH. 80
ADAPTOR COUPLING
WATER MAIN
0
SEAL Z
+ 0 2 5 �41&. Z
2" BRASS NIPPLE SE&j
SERVICE SADDLE THREADED
2" BALL STOP
2- BRASS NIPPLE
THREADED
TYPICAL 1-1/2" AND 2" GREENVILLE UTILITIES
WATER SERVICE CONNECTION GREENVILLE. N.C.
SHEET DWG. NO. W -3 DW N.WOOTEN WATER RESOURCES ENGINEERING
Greenville
I OF I DATE 3-12-99 APP H. COREY GREENVILLE. N.C. SE&
1. START 0-00 FROM ALL 19 -LINE VALVES
FOR MEASUREMENTS OF SERVICES ETC�
2. MANHOLES ETC.. MAY BE USED AS ZERO
STATION UNDER CERTAIN CONDITIONS.
3. IDENTIFY EACH LOT il, BLOCK NUMBER. :2
4. MEASUREMENTS FOR ENDS OF SERVICES z
SHALL BE FROM CENTERLINE OF HAIN� Z Z
ST -S 'B01 x z < -
S. DIMENSION ALL VALVES FROM TWO 0 z U) -
< - z (1)
17 X Lj
FIXED VISIBLE OBJECTS. uj � 0 1.-
,3.,40 U)
6. INDICATE IF TRACING TAPE IS INSTALLED. 0 Z 3: <
z 0 C L 0 �_ 63
7. ALL SERVICES ARE I" ITYPICALI. INDICATE uj uj 0
METER BOXES INSTALLEDAND TUBING MATERIAL. _j 0)
z 0- z :E U)
LLJ < - <
8. SHOW RICHT-OF-WAY & PAVEMENT WIDTH. (j) 0
9. DRAWINGS SHALL BE SAME SCALE AS THE Uj [z
r., LLI z
2.25 CONSTRUCTION PLAN. - () Q� <
E2 (L uj W Z Z
!2 (1) CL UJ 0 W
z U) -
(L F- 0
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SHEET DWG. NO. W-18 DWG N.WOOTEN WATER RESOURCES ENGINEERING _j 0 (b
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DATE 3-12-99 APP H. COREY GREENVILLE, N.C. Greenville
1 OF I Utilities zzil
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WKD PROJECT:
2013012202RA
DATE:
121912015
(E
DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE LID, TRUE COPIES. UDAI
4. ENCLOSURE MUST BE SIZED TO ALLOW ADEQUATE ROOM
FOR TESTING,
MAINTENANCE AND OPERATION.
FLANGE
FLANGE -
ADAPTOR
ADAPTOR
0 0 0
DRAIN
W
12" MIN.
30., X.
30" MAX.
FINISH GRADE--\
k
CONCRETE OR
METAL PIPE
SUPPORTS __j
PROVIDED AND MAINTAINED BY THE OWNER.
6. PROVIDE REQUIRED CLEARANCE FOR RISING STEM CATE VALVES. 4- DRAIN CONCRETE BOTTOM
7. SUBMITTAL SHALL SHOW ALL PIPING & APPURTENANCES ELEVATION- OUTLET MECHANICAL 114" MINIMUM THICKNESS)
WITHIN THE VAULT WITH MEASUREMENTS L CLEARANCES DETECTOR CHECK NOT SHOWN IN THIS VIEW RESTRAINT DEVICE
CLEARLY LABELED.
DOUBLE CHECK/ DETECTOR CHECK VAULT GREENVILLE UTILITIES NO. DATE DESCRIPTION ABOVE GROUND INSTALLATI N GREENVILLE UTILITIES
FOR 6** AND LARGER SERVICES FOR RP ASSEMBLY GREENVILLE, N.C.
GREENVILLE. N.C. (ALTERNATIVE INSTALLATION FOR DCVA)
SHEET DWG. NO. W-16 DWG N.WOOTEN WATER RESOURCES ENGINEERING SHEET DWO. NO. W-17 DWG N. WOOTEN WATER RESOURCES ENGINEERING
GreenWle I OF I DATE 5-14-99 GREENVILLE, N.C.
I OF I DATE 3-12-99 APP H. COREY GREENVILLE. N.C. APP H. COREY
TAPPING SLEEVE AND VALVE (SIZE VARIES
SEE PLANS) INSTALLED BY CONTRACTOR BACKFILL
(RESTRAIN TAPPING SLEEVE AND VALVE W/ VALVE BOX
RESTRAINING GLANDS) WITH GROUT
ISOLATICIN/KILL OUT GATE VALVE (SIZE
VARIES SEE PLANS) INSTALLED AND
RESTRAINED BY GUC
J 12.0
EXIST WATE
r_If_XI §T_ WRTFOR- PROP ATER F�
LINE (SIZE& DIP LINE DIP (SIZE DIP LINE (SIZE &
TYPE VARIES) VARIES) TYPE VARIES)
V_ _V 7 0: KILL OUT RESTRAINED
VALVE PLUG
PROP WATER GRIP RING
hA AIN COUPLING
MECHANICAL
RESTRAINT DEVICE
" ­ fA-MI M,
Greenville
"difies
RELOCATION (TYP.)
ABANDONED
THRUST COLLAR WATER LINE
NOTES:
1. GUC WILL INSTALL CUT -IN DIP WATER LINE WITH THRUST COLLAR
AND GATE VALVE PRIOR TO CONSTRUCTION OF PROPOSED
WATER LINES.
2. CONTRACTOR SHALL INSTALL AND RESTRAIN TAPPING SLEEVE
AND VALVE. WATER LINE ABANDONMENT DETAIL
3. AFTER PROPOSED WATER LINE IS TESTED, CONTRACTOR SHALL
USE ISOLATION/KILL OUT VALVE TO ABANDON EXIST WATER LINE.
VALVE SHALL BE PERMANENTLY CLOSED.
4. AFTER CLOSING VALVE, EXISTING MAIN SHALL BE SEVERED AND
PLUGGED. SEE WATER LINE ABANDONMENT DETAIL.
5. REFER TO DRAWINGS FOR LOCATIONS WHERE EXISTINGAIN
SHALL BE REMOVED OR ABANDONED.
WATER LINE TIE-IN
IZ
COPYRIGHT 0, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC�,
FILE NAME: 0:\Projects\Greenville\2013012202RA - Town Creek Culvert Task 2\CADD\Plan Set\2013012202-SHT DETAILS.dwq -#### - December 9,2015 -,Monroe Hucka�y
RAIN
/-FINISH GRADE
PL" MEPARED BY-
Klmley>Morn
PO BOX 33068
RALEIGH , NC 27636-3068
VALVE BOX TO BE PHONE: [phone]
SUPPORTED BY TWO BRICKS FAX: [phone]
NC LICENSE #F-0102
@2014
CAP (GLUED)7 oft.Wx
WDICKSON
I III community infrastructure consultants
11 r -11 Transportation + Water Resources
GRASSED AREA-/ PAVEMENT Ir A Urban Development + Geornatics,
1 1 720 Corporate Drive
CONC, Raleigh, NC 27607
(v) 919.782.0495
METER BOX- (Q 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
VALVE BOX
%%Sol 1111"f4f,
2" PVC SCH. 80
ADAPTOR COUPLING
WATER MAIN
0
SEAL Z
+ 0 2 5 �41&. Z
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SERVICE SADDLE THREADED
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WATER SERVICE CONNECTION GREENVILLE. N.C.
SHEET DWG. NO. W -3 DW N.WOOTEN WATER RESOURCES ENGINEERING
Greenville
I OF I DATE 3-12-99 APP H. COREY GREENVILLE. N.C. SE&
1. START 0-00 FROM ALL 19 -LINE VALVES
FOR MEASUREMENTS OF SERVICES ETC�
2. MANHOLES ETC.. MAY BE USED AS ZERO
STATION UNDER CERTAIN CONDITIONS.
3. IDENTIFY EACH LOT il, BLOCK NUMBER. :2
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DATE:
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DEPTH
CONE
GREATER
ECCENTRIC
THAN 6'
30" OR GREATER
6'OR LESS
OP OF PAVEMENT
AS NECESSARY TO MEET FINISHED TORN SEVER
OF THE S
PHONE- [phone]
FAX: [phone]
NC LICENSE #F-0102
GROUT i
-TOP OF PAVEMENT
DEPTH
CONE
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ECCENTRIC
THAN 6'
30" OR GREATER
6'OR LESS
OP OF PAVEMENT
AS NECESSARY TO MEET FINISHED TORN SEVER
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PHONE- [phone]
FAX: [phone]
NC LICENSE #F-0102
GROUT i
GROUT
@2014
ELEVATION. 11BUT NO LESS THAN 32")
CONCRETE FOOTING
2'-0"
2* -0" WHEN INSTALLED IN PAVE-
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MENT MANHOLE TOP SHALL
Cal
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community infrastructure consultants
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JOINT REQUIREMENTS
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THE DISTANCE FROM THE
ra
Raleigh, NC 27607
TOP OF MANHOLE RING
PRECAST ECCENTRIC
to AND COVER AND FINISHED
(v) 919.782.0495
OPENING
PRECAST CONE ------- 0— GRADE MAY VARY WIDELY.
CONE
--n
SEE PLAN
'0
ad
NO. LICENSE NO. F -W74
N.J. CAP WITH UPPER
SEE SPECS FOR EXTEND PIPE INSIDE MANHOLE
SEE SPECS FOR
2/3 OF END REMOVED.
DEPTH
CONE
GREATER
ECCENTRIC
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AT ALL POINTS OF A&
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PIPE ENTRY
SEE SPECIFICATIONS "D" SLOPE I"/FT:-.;,,
SLOPE 1*711 >
GROUT CHANNEL PIPE SIZE "D"
4'
LESS THAN 20"
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TYPICAL PRECAST MANHOLE GREENVILLE UTILITIES NO. DATE SCRIPTION TYPICAL PRECAST MANHOLE GREENVILLE UTILITIES
FOR MANHOLES 12'OR LESS IN DEPTH GREENVILLE, N.C. FOR MANHOLES OVER 12'IN DEPTH GREENVILLE. N.C.
I WATER RESOURCES ENGINEERING SHEET �. NO, S-5 ONG N. WOOTEN WATER RESOURCES ENGINEERING
SHEET jDVG. NO. S-4 ONG N. WOOTEN L L
,,,_�—MANHOLE RING III COVER ��,TOP OF PAVEMENT
A J
GROUT NOTE:
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GRADE RING SAW CUT EXISTING SEVER MAIN AND UNDER A STORM SEWER AND 12" OF VERTICAL
SEE NOTE REMOVE SECTION TO ALLOW INSTAL -
SEPARATION CANNOT BE OBTAINED. SUPPORTS
LATION OF PRECAST MANHOLE AND
SHALL BE PROVIDED FOR THE STORM SEVER.
TYPICAL MANHOLE STEPS SEVER MAIN.
WHEN SEVER IS SDR 35 PVC BEDDING SHALL BE
AT II ON CENTER 41- -4
e INSTALL PIPE THROUGH MANHOLE IN ACCORDANCE WITH DETAIL 'S
PRECAST CONE z * INSTALL ABS COUPLINGS (EXISTING
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ADAPTOR COUPLINGS AS NECESSARY.
SEE SPECS FOR
DEPTH
CONE
GREATER
ECCENTRIC
THAN 6'
30" OR GREATER
WOR LESS
I CONCENTRIC
rA THE DISTANCE FROM THE TOP OF
JOINT REQUIREMENTS In
MANHOLE RING AND COVER AND
FINISHED GRADE MAY VARY WIDELY,
SEE PLAN.
POINTS OF EXIT AND ENTRY FOR
PIPE SHALL BE PROVIDED WITH 8" ABOVE SEVER OR
in I TO BOTTOM OF
na FLEXIBLE SLEEVES. PREFORMED
STORM SEVEW-- alumn SEVER, WHICH -
INTO THE MANHOLE '"'_( EVER IS LESS.
Cr MINIMUM (I)GRADE RING REQUIRED IN --a— STORM SEVER ------%—
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f4 NON -PAVED AREAS. IN PAVEMENT
THE DISTANCE FROM THE
TOP OF MANHOLE RING
AND COVER AND FINISHED
GRADE MAY VARY WIDELY.
SEE PLAN
EXTEND PIPE INSIDE MANHOLE
WALL MAX 2" DEPENDING ON
PIPE SIZE.
MIN.(DGRADE RING REQ'D IN
NON -PAVED AREAS. IN PAVE-
MENT.GRADE RING NOT REQ -1)
EXCEPT AS NECESSARY TO
MEET FINISHED ELEVATION.
NO MORE THAN 2-4" GRADE
RINGS SHALL BE INSTALLED.
MANHOLES EXCEEDING 23'IN
DEPTH SHALL REQUIRE
CERTIFICATION IN ACCORDANCE
WITH THIS MANUAL.
PIPE SIZE
LESS THAN 20"
LESS THAN 20"
GRADE RING NOT REQUIRED EXCEP—T, HALF OF THE DIAMETER
20" OR GREATER
30" OR GREATER
30" OR GREATER
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011
91
Rj
PIPE SIZE "D
LESS THAN 20"
4'
GRADE RING NOT REQUIRED EXCEP—T, HALF OF THE DIAMETER
5'
30" OR GREATER
PO BOX 33068
RALEIGH, NC 27635-3068
AS NECESSARY TO MEET FINISHED TORN SEVER
OF THE S
PHONE- [phone]
FAX: [phone]
NC LICENSE #F-0102
II—
ADAPTOR COUPLING
@2014
ELEVATION. 11BUT NO LESS THAN 32")
CONCRETE FOOTING
AS NECESSARY (TYPN.)
(OR CONC. BLOCK
NO MORE THAN 2-41" RINGS
FILLED W/CO1I
D1%C'ff'XS0N
EXISTING MAIN --N,,,,
SHALL BE INSTALLED. DIP SANITARY SEVER
BEDDING
PRECAST COME
I:
community infrastructure consultants
SEE SPECS FOR
WIN,
SEE SIDE SECT
Lw
PIPE SIZE "D
LESS THAN 20"
4'
20- OR GREATER
5'
30" OR GREATER
PO BOX 33068
RALEIGH, NC 27635-3068
M
12" OR
LESS
M
OVI'MIN. CRUSHED COMPACTEEPOO EXISTING MAIN DIP SANITARY SEVER
AGGREGATE BASE 000sw SIDE VIEW
a --_- 17, a 'Llt
10 I'ln!"00 do, 00 6" MIN. FROM EDGE OF PIPE
UNDISTURBED GROUND
PRECAST MANHOLE INSTALLATION GREENVILLE UTILITIES NO. DATE DESCRIPTION SEVER CROSSING BELOW STORM SEVER GREENVILLE UTILITIES
OVER EXISTING SEVER MAIN GREENVILLE. N.C. GREENVILLE, N.C.
SHEET ONG. NO. S-7 ONG N. WOOTEN WATER RESOURCES ENGINEERING L$lu SHEET ONG. NO. S-11 ONG N. WOOTEN WATER RESOURCES ENGINEERING
I OF I DATE 3-12-99 APP H. COREY GREENVILLE. N.C. Gwenvi& I OF I DATE 3-12-99 APP H. COREY GREENVILLE. N.C. Greenville
I utilities
MINIMUM OF 2.5'FROM TOP OF SLOII
CLEANOUT TO BE SET EXTEND TO R/W WHICHEVER IS GREATER,
1'-3* ABOVE FIN. GRADE TO BE DETERMINED AFTER FINAL DITCH
'%"—FLUSH TYPE GRADE HAS BEEN ESTABLISHED
CLEANOUT CAP PAVEMENT
CURB AND GUTTER TO BE INSTALLED
UL
PAVEMII
1 —1 11 E 1-11
057 STONE TO BE INSTALLED MM -1 I t 040— =1 m m
z
UNDER SERVICE PIPE NqA-_
MAIN TYPE CONNECTION COMMENTS
ta =.4
ABS TRUSS TAPPING IN ACCORDANCE WITH THE MANUFACTURERS
SADDLE RECOMMENDATIONS. MINIMUM 4" OF *67
STONE REQUIRED UNDER ALL PIPING.
COMBINATION WYE 0 PVC TRUSS GASKETED IN ACCORDANCE WITH THE MANUFACT
AND 1/8 BEND SEE NOTE 2
WYE RECOMMENDATIONS. MINIMUM 4" OF '57 BELOW
STONE REQUIRED UNDER ALL PIPING.
PVC SDR 35 GASKETED IN ACCORDANCE WITH THE MANUFACTURERS
WYE RECOMMENDATIONS. MINIMUM 4" OF -57
U_ STONE REQUIRED UNDER ALL PIPING.
S
CH 40
2-1/2* BEN SOLVENT 5
WELD CAP
STUB OUT I* PAST WYE SCH 80 PVC BEN
SCH 60 PVC SCH.40 PVC D V SEVERY ADAPTOR COUPLING
ADAPTOR COUPLING SERVICE PIPE AT 17 MIN.
GRADII D-2685, D-17aw
SEWER
IISCH.40 PVC DWV
MAIN TYPE CONNECTION COMMENTS GRADEAASTM D-2665, D-1785)
ABS TRUSS TAPPING IN ACCORDANCE WITH THE MANUFACTURERS 21 INSTALL I JOINT OF DIP
SADDLE RECOMMENDATIONS. MINIMUM 4" OF 657 22-1/2"
22-1/2' STONE REQUIRED UNDER ALL PIPING. i' CENTERED ON DITCH, IF
40 COVER IS LESS THAN 24"
PVC TRUSS GASKETED IN ACCORDANCE WITH THE MANUFACTURERS
SEE ABOVE CHART 3) SERVICES WITH LESS THAN 12"
WYE RECOMMENDATIONS. MINIMUM 4" OF 657 OF DEPTH BELOW DITCH BOTTOM
STONE REQUIRED UNDER ALL PIPING. ARE NOT ACCEPTABLE WITHOUT
PRIOR APPROVAL
PVC SDR 3E GASKETED IN ACCORDANCE WITH THE MANUFACTURERS
WYE RECOMMENDATIONS. MINIMUM 4" OF '57
STONE REQUIRED UNDER ALL PIPING.
SEE CHART I
PVC SANITARY SEVER SERVICE DETAIL GREENVILLE UTILITIES
FOR AREA WITH CURB AND GUTTER
FOR MAINS WITH A MAXIMUM DEPTH OF 12' GREENVILLE, N.C.
SHEET jDWG. NO. S-1 I ONG N. WOOTEN WATER RESOURCES ENGINEERING
I OF I JDATE 3-12-99� J.APP H. COREY I GREENVILLE. N.C.
WRIGHT @, WX DICKSON & CO., INC. ALL RIGHTS RESERVED, REPRODUCTION OR USE OF THE CONTENTS OF THIS
- NAME: 0:\PLojects\Greenville\2013012202RA - Town Creek Culvert Task 2\CADD\Plan Set\2013012202-SHT DETAILS.dw
DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF WX DICKSON & CO., INC., IS PROHIBITED. ONLY C
#### - December 9, 2015 - Monroe Hucka!U
STUB OUT I'PAS1
INIT51 mt
FLUSH TYPE
CLEANOUT
CAPTO BE
INSTALLED
SCH 40 SOLVENT WELD CAP
*57 STONE TO BE INSTALL
UNDER SERVICE PIPE
- - - - - - - - - - -
11�01M. 1131
90' (DIP)
(W/RETAINER GLAND)
IT -it 11 MIN. CRUSHED COMPACTEDOO
= 0 — UNDISTURBED GROUND
A GREGATE BASE
4060 0 :11 Ill— I
W 0 �A':o
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TYPICAL GREENVILLE UTILITIES g" NO. DATE DESCRIPTION
DROP MANHOLE DETAIL GREENVILLE. N.C.
SHEET JDVG. NO. S-6 DWG K. WOOTEN WATER RESOURCES ENGINEERING
NOTE: SEAL
I -STEEL SPIDER ASS -Y. AS SHOWN REQ'D
-ENTIRE SPIDER ASSEMBLY TO BE BITUMINOUS PER JOINT OF DIP FABRICATE AFTER,
COATED AFTER FABRICATION. BORE IS COMPLETE. DIMENSION AS
NECESSARY TO PROVIDE DESIGN SLOPE
*STEEL ENCASEMENT TO BE INSTALLED IN AFTER INSTALLATION OF SANITARY SEWER.
ACCORDANCE WITH DESIGN PLANS - ALL BITUMINOUS COATING (GLID-GUARD
REVISIONS OR MODIFICATIONS REQUIRE COAL TAR EPDXY)
PRIOR APPROVAL.
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STEEL ENCASEMENT PIPE STEEL PLATE SHOE W ry LU
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I OF I DATE 3-12-99 APP H. COREY GREENVILLE, N.C. 0 Z z 0 -
Utilities LU U)
w zi ow
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STEEL TROWEL FINISH
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LLI
INVERT FOR SERVICE U_j
LINE IN MANHOLE w
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CARRIER PIPE LL
CL
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2 -WAY INTERSECTION
INTERSECTION
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ACCURATELY SHAPE THE INVERTS TO A SMOOTH SEMI -CIRCLE CONFORMING rL Z
TO THE INSIDE CONTOUR OF THE ADJACENT SEVER SECTIONS.'ALL U) �i a
ENTERING BRANCHES AND CHANGES IN DIRECTIONS SHALL HE FORMED BY
A CIRCULAR CURVE IN THE INVERT OF AS LARGE A RADIUS AS THE SIZE
OF MANHOLE WILL PERMIT. CHANGES IN SIZE AND GRADE OF THE CHANNELS
SHALL BE MADE GRADUALLY AND EVENLY, THE INVERT CHANNELS SHALL
BE FORMED DIRECTLY IN THE CONCRETE OF THE MANHOLE BASE.OR SHALL
BE BUILT UP WITH BRICK AND MORTAR. THE FLOOR OF THE MANHOLE WKD PROJECT
OUTSIDE THE CHANNELS SHALL HE SMOOTH AND SHALL SLOPE TOWARD
THE CHANNELS 'NOT LESS THAN I INCH PER FOOT NOR MORE THAN 2013012202RA
2 INCHES PER FOOT. DATE:
121912015
GREEN-VILLE UTILITIES NO. � DATE DESCRIPTION
MANHOLE INVERTS GREENVILLE, N.C.
SHEET ONG. NO. S-17 N.WOOTEN WATER RESOURCES ENGINEERING eo,0000�5% PLANS-')
I OF I DATE 3-12 COREY GREENVILLE, N.C. Greenville
Utilities
qT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES. UDAw3
PL" PWfARM BY-
Kolmley)))Horn
X__ MANHOLE RING & COVER TOP OF PAVEMENT
1/2" GROUT
PO BOX 33068
RALEIGH, NC 27635-3068
PHONE- [phone]
FAX: [phone]
NC LICENSE #F-0102
@2014
TYPICAL MANHOLE STEPS
AT 16" ON CENTER
PRECAST OR CORED HOLE W/
D1%C'ff'XS0N
FLEXIBLE SLEEVE (TYP.)
PRECAST COME
I:
community infrastructure consultants
SEE SPECS FOR
TEE (DIPHN/ RETAINER GLANDS)
Transportation + Water Resources
Urban Development + Geornatics
JOINT REQUIREMENTS
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
OPENING
I JOINT -DIP
(f) 919.782.9672
CY www.wkdickson.com
ad
NO. LICENSE NO. F -W74
N.J. CAP WITH UPPER
2/3 OF END REMOVED.
77
SECURE WITH
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we
RETAINER GLAND
COMPACTED SAND
I JOINT-DIP/VITHI POLYVRAP
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IND. -
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TYPICAL GREENVILLE UTILITIES g" NO. DATE DESCRIPTION
DROP MANHOLE DETAIL GREENVILLE. N.C.
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NOTE: SEAL
I -STEEL SPIDER ASS -Y. AS SHOWN REQ'D
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COATED AFTER FABRICATION. BORE IS COMPLETE. DIMENSION AS
NECESSARY TO PROVIDE DESIGN SLOPE
*STEEL ENCASEMENT TO BE INSTALLED IN AFTER INSTALLATION OF SANITARY SEWER.
ACCORDANCE WITH DESIGN PLANS - ALL BITUMINOUS COATING (GLID-GUARD
REVISIONS OR MODIFICATIONS REQUIRE COAL TAR EPDXY)
PRIOR APPROVAL.
z z
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SHEET ONG. NO. S-12 ONG N. WOOTEN WATER RESOURCES ENGINEERING 0 z U_ w <
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I OF I DATE 3-12-99 APP H. COREY GREENVILLE, N.C. 0 Z z 0 -
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SHALL BE MADE GRADUALLY AND EVENLY, THE INVERT CHANNELS SHALL
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OUTSIDE THE CHANNELS SHALL HE SMOOTH AND SHALL SLOPE TOWARD
THE CHANNELS 'NOT LESS THAN I INCH PER FOOT NOR MORE THAN 2013012202RA
2 INCHES PER FOOT. DATE:
121912015
GREEN-VILLE UTILITIES NO. � DATE DESCRIPTION
MANHOLE INVERTS GREENVILLE, N.C.
SHEET ONG. NO. S-17 N.WOOTEN WATER RESOURCES ENGINEERING eo,0000�5% PLANS-')
I OF I DATE 3-12 COREY GREENVILLE, N.C. Greenville
Utilities
qT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES. UDAw3

COPYRIGHT C, W.K. DICKSON
FILE NAME: 0:\PLojects\Greenv
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GREENVILLE UTILITIES
CLEANOUT DETAIL FOR PAVED AREAS
GREENVILLE. N.C.
NO. DATE DESCRIPTION
TRENCH SECTION DETAIL FOR THE
INSTALLATION OF PVC SANITARY
SEWER PIPE (NOT INCLUDING TRUSS)
GREENVILLE UTILITIES
GREENVILLE, N.C.
NO. DATE DESCRIPTION
TRENCH SECTION DETAIL FOR THE
INSTALLATION OF PVC SANITARY
SEVER SERVICE PIPE - SCH40 DWV
GREENVILLE UTILITIES V NO.
GREENVILLE, N.C.
DATE
DESCRIPTION
SHEET
DWG .,NO. S-3 DWG N.WOOTEN WATER
RESOURCES ENGINEERING
SHEET DWG. NO. S-9 DWO N. WOOTEN
WATER RESOURCES ENGINEERING
SHEET DWG.NO. S-10 DWO N� WOOTEN
WATER
RESOURCES ENGINEERING
I or
I DATE 3-12-99 APP H. COREY I
GREENVILLE. N.C.
Greenville
Uffides
I OF I DATE 3-12-99 APP H. COREY
GREENVILLE. N.C. areenvi&
utilities
I or I DATE 3-12-99 APP H.COREY
GREENVILLE, N.C. ar"riville
0-90 f -ON
NOTE:
4" PLUG
/-.-%
U,
0
INV. IN
0-15
ALL PIPING AND FITTINGS SHALL BE SCH. 40
PVC-DWV SEVER SERVICE PIPE (ASTM D-2665, D-1?651
—
0-50
INV.OUT
28'RT
1. MEASUREMENTS ON SEVER LINES ARE
a,MAX DEPTH
STREET NAME
MADE FROM E TO t OF MANHOLES
UIE
de -0-N
30 LF
0-0 B" ABS
IV'
0.
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2. INDICATE CLEANOUTS.
3. SERVICE MEASUREMENTS
CURB AND GUTTER FIN. GRADE
CURB AND GUTTER
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R I -
ARE MADE
FROM THE NEAREST DOWNSTREAM
4" WYE ---
1-80 0-00
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"AS BUILT"
GREENVILLE UTILITIES
GREENVILLE. N.C.
NO. DATE DESCRIPTION
PVC SEWER SERVICE CONNECTION
GREENVILLE UTILITIES
GREENVILLE, N.C.
NO. DATE DESCRIPTION
VERTICAL STACK SEVER SERVICE.
GREENVILLE UTILITIES
GREENVILLE. N.C.
--DATE
DESCRIPTION
SHEET DWG. NO. S-18 DWG N.WOOTEN WATER RESOURCES ENGINEERING
L
SHEET DWG. NO. S-16 DWG N, WOOTEN
WATER RESOURCES ENGINEERING Lii�
SHEET DW . NO. S-19 DWG N. WOOTEN,
WATER
RESOURCES ENGINEERING
DATE 3-12-99 APP H. COREY
GREENVILLE. N.C.
Grearwille
Utilities
I OF j DATE 3-12-99 JAPP
Gratirmile
GREENVILLE. N.C. LIQW88
I OF I DATE 3-12-99 APP
COPYRIGHT C, W.K. DICKSON
FILE NAME: 0:\PLojects\Greenv
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ENGINEER: ENGINEER: SURVEYOR:
KIMLEY-HORN AND ASSOCIATES, INC, W.K. DICKSON RIVERS AND ASSOCIATES, INC
3001 WESTON PARKWAY 720 CORPORATE DRIVE 107 EAST SECOND STREET
CARY, NORTH CAROLINA 27513 RALEIGH, NC 27607 GREENVILLE, NC 27858
[phone] TEL [phone] TEL [phone]
[phone] FAX [phone] FAX [phone] FAX
CONTACT: DAN ROBINSON, P.E., CFM CONTACT: MARC T. HORSTMAN, P.E., CFM CONTACT: PATRICK HARTMAN PLS
'M- Sto. 6+71.06
YN PROJECT
XN0
UO -2 TO UO -9 UTILITY BY OTHERS PLAN SHEETS
SUE (LEVEL Q LOCATES): SUE (LEVEL A TEST HOLES) GEOTECHNICAL
SO -DEEP TAYLOR WISEMAN & TAYLOR TERRACON CONSULTANTS, INC
4650 PARAGON PARK ROAD 3500 REGENCY PARKWAY, 314 BEACON DRIVE
RALEIGH, NC 27616 SUITE 260 WINTERVILLE, NC 28590
[phone] TEL CARY, NC 27518 [phone]
(919 790-1704 FAX [phone]
CONTACT: LOUIS F. OSTENDORFF CONTACT: CHAD HOWARD, PLS CONTACT: CARL F. BONNER, P.E.
DATE
FILE NUMBER
SHEET NUMBER
TOTAL SHEETS
12-10-2015
TOWN:
1
CITY OF GREENVILLE
1500 BEATTY STREET
GREENVILLE, NC 27834
[phone] TEL
CONTACT: LISA KIRBY P.E.
---------------
ENGINEER: ENGINEER: SURVEYOR:
KIMLEY-HORN AND ASSOCIATES, INC, W.K. DICKSON RIVERS AND ASSOCIATES, INC
3001 WESTON PARKWAY 720 CORPORATE DRIVE 107 EAST SECOND STREET
CARY, NORTH CAROLINA 27513 RALEIGH, NC 27607 GREENVILLE, NC 27858
[phone] TEL [phone] TEL [phone]
[phone] FAX [phone] FAX [phone] FAX
CONTACT: DAN ROBINSON, P.E., CFM CONTACT: MARC T. HORSTMAN, P.E., CFM CONTACT: PATRICK HARTMAN PLS
'M- Sto. 6+71.06
YN PROJECT
XN0
UO -2 TO UO -9 UTILITY BY OTHERS PLAN SHEETS
SUE (LEVEL Q LOCATES): SUE (LEVEL A TEST HOLES) GEOTECHNICAL
SO -DEEP TAYLOR WISEMAN & TAYLOR TERRACON CONSULTANTS, INC
4650 PARAGON PARK ROAD 3500 REGENCY PARKWAY, 314 BEACON DRIVE
RALEIGH, NC 27616 SUITE 260 WINTERVILLE, NC 28590
[phone] TEL CARY, NC 27518 [phone]
(919 790-1704 FAX [phone]
CONTACT: LOUIS F. OSTENDORFF CONTACT: CHAD HOWARD, PLS CONTACT: CARL F. BONNER, P.E.
DATE
FILE NUMBER
SHEET NUMBER
TOTAL SHEETS
12-10-2015
1
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720 Corporate Drive
Raleigh, NC 27607
HEDGES (v) 919.782.0495
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PLANS PREPARED BY.
Kimley*Horn
PO BOX 33068
RALEIGH, NC 27636-3068
PHONE: [phone]
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FAX (919)677
NC LICENSE #F-0102
@2015
WDOCKSON
community infrastructure consultants
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720 Corporate Drive
Raleigh, NC 27607
( 919.782.0495
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UO=6

PLANS PREPARED BY:
Kim I ey* H o r n
PO BOX 33068
RALEIGH , NC 27636-3068
PHONE: [phone]
FAX. [phone]
NC LICENSE #F-0102
Q2015
WK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geornatics;
720 Corporate Drive
SEE SHEET 15 Raleigh, NC 27607
(v) 919.782.0495
(f)I 919.782.9672
www.wkdickson.com
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