1-Scaleybark Plans.pdf

Freeland Ln So ut h

Bv

Whitton St

Sou th

Bv

Clanton Rd

Pe lto n St

W es ton StHartford AvDe wi tt L n

So ut h Bv

Hollis Rd

S Tryon

St

Gle as on W y

Dex te r S t

Blairhill Rd

Yorkshire Dr

Sara h Dr

El le nw oo d Pl

W eo na Av

Whitton St

D ew itt Ln

Sl oa n St

An so n St

C ra ft St

Script Ln

Gra nd

Unio n W y Sk y Ha ve n

Dr

Cr au gh we ll D r

Greystone Rd

New Bern Station Ct

Conway Av

Scaleybark Rd

South Bv

O ld

Pi ne vil le

Rd

Yancey Rd

E Peterson Dr

S Tryon

St

W ebster Pl

Tyson St

Southside Dr

13-0021

08/22/2025

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400 S . T r yon S t reet, Suite 1300 Char lot te, NC 28285

(704) 376-6423 N.C. L icense # C-0430 label lapc.com

SCALEYBARK STATION

DRAINAGE REPAIR PROJECT

SCALEYBARK STATION DRAINAGE REPAIR PROJECT

LYNX BLUE LINE

CATS NO.: 13-0021

AUGUST 22, 2025

Cover Sheet

General Notes Plan & Profile .................................................................................................... 3-4

Traffic Control Plans .........................................................................................7-9

TOTAL SHEETS 09

Details ..................................................................................................................5-6

INDEX OF SHEETS

VICINITY MAP

SCALE: NTS

PROJECT

AREA

8/22/2025

13-0021

08/22/2025

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400 S . T r yon S t reet, Suite 1300 Char lot te, NC 28285

(704) 376-6423 N.C. L icense # C-0430 label lapc.com

ABBREVIATIONSGENERAL NOTES GENERAL NOTES

ABAND...........................ABANDONED

A.D................................. ALGEBRAIC DIFFERENCE

ASPH............................. ASPHALT

APPROX........................ APPROXIMATELY

B/C................................. BACK OF CURB

BIT..................................BITUMINOUS

BM..................................BENCH MARK

BRG.............................. .BEARING

CB...................................CATCH BASIN

C&G................................CURB AND GUTTER

CL...................................CLEARANCE

C/L FENCE.....................CHAIN LINK FENCE

CMP................................CORRUGATED MTL PIPE

CONC.............................CONCRETE

CONST...........................CONSTRUCTION

DB...................................DEED BOOK

DCB................................DOUBLE CB

DI....................................DROP INLET

DIA..................................DIAMETER

DW..................................DRIVEWAY

DIM.................................DIMENSION

E.....................................EAST/EASTING

EA...................................EACH

ELEV...............................ELEVATION

EOP................................EDGE OF PAVEMENT

ESMT..............................EASEMENT

EXIST.............................EXISTING

F/C..................................FACE OF CURB

FES.................................FLARED END SECTION

FH...................................FIRE HYDRANT

FOC................................FIBER OPTIC CABLE

GV.................................. GAS VALVE

HORIZ............................ HORIZONTAL

INT..................................INTERSECTION

INV..................................INVERT

IP.................................... IRON PIN SET

L......................................LENGTH

LF................................... LINEAR FOOTAGE

LT....................................LEFT

lb.....................................POUND

LP................................... LIGHT POLE

MAX................................MAXIMUM

MIN.................................MINIMUM

MONO............................ MONOLITHIC

mph.................................MILES PER HOUR

MTL.................................METAL

N.....................................NORTH/NORTHING

NTS..........................NOT TO SCALE

O/H...........................OVER HEAD

OC............................ON CENTER

PAVT........................PAVEMENT

PC............................POINT OF CURVATURE

PERM.......................PERMANENT

PG............................PAGE PI.............................POINT

OF INT PK............................PK NAIL SET

PP............................POWER POLE

PROP.......................PROPOSED

PSE..........................PERM SW ESMT

PT.............................POINT OF TANGENCY

PVI...........................POINT OF VERT INT

PUE..........................PERM UTILITY ESMT

r................................RADIUS

RT............................RIGHT

RCP......................... REINFORCED CONC PIPE

RELOC.....................RELOCATE

R/W..........................RIGHT OF WAY

S...............................SOUTH

SD............................STORM DRAIN

SF............................ SQUARE FOOT

S/R FENCE..............SPLIT RAIL FENCE

SS............................SANITARY SEWER

STA..........................STATION

STD..........................STANDARD

SW...........................SIDEWALK

TAN..........................TANGENT

TCE..........................TEMP CONST ESMT

TEMP.......................TEMPORARY

TP............................ TRAVERSE POINT

T/W..........................TEST WIRE

TYP..........................TYPICAL

U/G...........................UNDER GROUND

VC............................VERTICAL CURVE

VERT........................VERTICAL

W..............................WEST W/............................WITH

WM...........................WATER METER

W VAULT.................WATER VAULT

WV...........................WATER VALVE

60p...........................SIXTY PENNY NAIL SET

'................................FOOT ''..............................INCH

THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO ENSURE

PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAIN EXISTING

PAVEMENT, UNLESS OTHERWISE NOTED.

PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION JOINT. MATCH

REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY:

GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, AND THE MIDPOINT OF THE LIP

FOR CATCH BASINS. ALL PIPES SHALL BE RCP CLASS III, UNLESS OTHERWISE NOTED.

WEEPHOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, A MINIMUM OF 1 WEEPHOLE PER STRUCTURE. WEEPHOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1/3 OF STRUCTURE AND COVERED ON THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER FABRIC AND FILLED W/#78 STONE. THERE

WILL BE NO SEPARATE PAYMENT FOR THIS WORK.

THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES AND WATER VAULTS TO

FINISHED GRADE. WATER METERS LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS SHALL BE

INSTALLED WITHIN CONCRETE BOXES.

GAS LINES WILL BE ADJUSTED/RELOCATED AS NEEDED BY PIEDMONT NATURAL GAS. THE CONTRACTOR

SHALL CONTACT PIEDMONT NATURAL GAS AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION.

THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER LINES.

SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LINES, HE SHALL IMMEDIATELY

REPLACE THE LINE AT HIS EXPENSE WITH DUCTILE IRON PIPE. THE CONTRACTOR SHALL REPLACE SANITARY SEWER AND/OR WATER LINE, WITH A MINIMUM TEN FOOT SECTION OF DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN TWO FEET OF SAID LINES, VERTICALLY OR HORIZONTALLY.

NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR MAY MAKE HIS OWN

INVESTIGATION TO DETERMINE SUBSURFACE CONDITIONS.

THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107-12 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK WITH THE U.S.

POSTAL SERVICE.

THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND/OR AS DIRECTED

BY THE ENGINEER.

CONCRETE - SIX INCH PORTLAND CEMENT CONCRETE (3600 PSI).

ASPHALT - (COMMERCIAL) TWO INCH SF9.5B COURSE AND FOUR INCH I19.OB

INTERMEDIATE COURSE.

RESIDENTAL TWO INCH SF9.5B COURSE AND FOUR INCH AGGREGATE

BASE (ABC) COURSE.

GRAVEL - SIX INCH INCIDENTAL STONE

SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX INCHES THICK AT DRIVEWAY CROSSINGS, PER CITY

STD. NO. 10.22.

FOR LOCATES OF UTILITIES NOT MEMBERS OF NORTH CAROLINA ONE-CALL CONTACT

FOR UTILITY LOCATES CALL NORTH CAROLINA ONE-CALL @ 1-800-632-4949.

PROJECT MANAGER & UTILITY COORDINATOR.

UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS, SIZES, DEPTHS, OR FOR COMPLETENESS OF

UTILITY INFORMATION.

PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY AND MEET WITH ALL UTILITY OWNERS, THE CITY UTILITY COORDINATOR AND CITY INSPECTOR WHOSE FACILITIES WILL BE AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS. THE CONTRACTOR SHALL HOLD THE CITY HARMLESS FOR ANY THIRD-PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS AGENTS. ANY

DAMAGES INCURRED SHALL BE THE CONTRACTORS FINANCIAL RESPONSIBILITY.

AS NEEDED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER AND WATER LINES ONLY.

ALL OTHER ADJUSTMENTS/RELOCATIONS WILL BE PERFORMED BY THE VARIOUS UTILITY OWNERS. THE CONTRACTOR SHALL COORDINATE WORK WITH UTILITY OWNERS SO AS NOT TO ADVERSELY AFFECT THE PROJECT SCHEDULE. THE CITY WILL NOT BE HELD RESPONSIBLE FOR ANY DELAYS OR DISRUPTIONS TO

THE WORK SCHEDULE OF OTHER UTILITY OWNERS.

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. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER OR OTHER APPROVED METHOD IN ACCORDANCE WITH SECTION 01000 OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS. PRUNING SHALL BE PER THE LATEST STANDARD OF THE LANDSCAPE CONSTRUCTION STANDARDS MANUAL (TYP.) USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK. USE CLD STD. 40.11 FOR BRIDGING TREE ROOTS. TREES SPECIFIED BY THE PLANS TO HAVE ASPHALT CURBING MUST USE CLD STD. 40.13. TREE PROTECTION SHALL BE IN ACCORDANCE WITH CLD STD. 40.02 AND WITH SECTION 1000 OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS. WHEN THE TREE IS CLOSE TO THE WORK AREA TREE PROTECTION CLD STD.

40.12 SHALL BE USED.

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 BE THE CITY TO VERIFY

THEY ARE SUITABLE TO REMAIN.

FOLLOWING CONSTRUCTION STAKING THE PROJECT TEAM (CONTRACTOR, CITY INSPECTOR, CITY ARBORIST 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 ORIGINALLY 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 ASSUMES RESPONSIBILITY FOR "IN-KIND" REPLACEMENT OF TREES DAMAGED THAT HAVE BEEN

MARKED FOR PROTECTION OR NOT MARKED FOR REMOVAL.

STD. NO.: TITLE:

STANDARDS

STD. NO.: TITLE:

LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD DRAWINGS. THE MAXIMUM SLOPE SHALL NOT EXCEED A 3:1 (HORIZONTAL TO VERTICAL) UNLESS DESIGNATED BY THE ENGINEER. A CUT SLOPE OF 2:1 MAXIMUM WILL BE USED ONLY AS DIRECTED BY THE ENGINEER.

THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE

APPROPRIATE CITY AND STATE EROSION AND SEDIMENT CONTROL ORDINANCES. THE CONTRACTOR SHALL PREVENT STANDING WATER DUE TO CONSTRUCTION. DISTURBED AREAS SHALL BE SEEDED

AND MULCHED AT THE DIRECTION OF THE ENGINEER.

THE CONTRACTOR SHALL CONSTRUCT 6-INCH THICK CONCRETE ACCESSIBLE RAMPS AT

INTERSECTIONS IN ACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE RAMP DETAILS, CONSTRUCTION PLANS & NCDOT STANDARD DRAWINGS.

THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCRETE SURFACES PRIOR TO

REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH SHALL BE 1 FOOT

MINIMUM FROM THE EXISTING EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO TIE-IN TO FACE OF PROPOSED CURB AND GUTTER.

TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE 2006 EDITION OF THE "WORK AREA TRAFFIC

CONTROL HANDBOOK" (WATCH) AND THE TRAFFIC CONTROL PLANS ON SHEETS 6-8.

THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE TO THIS

PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS. NCDOT STANDARDS

SHALL BE USED. CHARLOTTE LAND DEVELOPMENT STANDARDS MAY BE USED IF THERE IS NOT

AN APPLICABLE NCDOT STANDARD.CDOT HAS DETERMINED THAT NO PAVEMENT DEGRADATION FEE IS TO BE ASSESSED.

CDOT AND E&PM HAVE AGREED ON THE STREET CUTS FOR WHICH A PAVEMENT DEGRADATION FEE IS REQUIRED. THE DEGRADATION FEE ASSESSMENT SHALL BE PAID VIA INTERNAL CITY MECHANISMS (DTI)

PRIOR TO CONSTRUCTION.

BASE DATA

EXISTING CONDITIONS TAKEN FROM A COMPILATION OF GROUND SURVEYS BY NV5 DATED

OCTOBER 16, 2024, FEBRUARY 4, 2025, AND FEBRUARY 25, 2025. ALL COORDINATES BASED ON

NAD 83 AND NAVD 88.

STRUCTURES INCLUDING STORM DRAIN PIPE, STORM STRUCTURES, SEWER PIPE, AND RETAINING WALLS SHALL HAVE A TOLERANCE OF ±0.10 FEET. STRUCTURES INCLUDING RISERS, WEIRS, AND ORIFICES, SHALL HAVE A TOLERANCE OF ±0.05 FEET.

STREAM IMPROVEMENT STRUCTURES SHALL HAVE A VERTICAL TOLERANCE OF ±0.10 FEET, AND A

PLANIMETRIC TOLERANCE OF ±0.50 FEET,

300.01........................................................................................METHOD OF PIPE INSTALLATION 840.01........................................................................................BRICK CATCH BASIN 840.03........................................................................................FRAME, GATES, AND HOOD 840.15........................................................................................BRICK DROP INLET 840.16........................................................................................DROP INLET FRAME AND GRATES 840.29........................................................................................FRAME AND NARROW SLOT FLAT GRATES 840.32........................................................................................BRICK JUNCTION BOX 840.34........................................................................................TRAFFIC BEARING JUNCTION BOX 840.35........................................................................................TRAFFIC BEARING GRATED DROP INLET

10.17..........................................................................................CURB AND GUTTER 10.18..........................................................................................VERTICAL CURB 10.20..........................................................................................CURB TRANSITION 2'-6" TO 1'-6" STANDARD 10.22..........................................................................................CONCRETE SIDEWALKS 10.23..........................................................................................SIDEWALK TRANSITION

CONVENTIONAL SIGNS

Proposed Guardrail

Proposed Rip Rap Ditch

Proposed Asphalt Pavement

Proposed Pavement Removal

Proposed Gravel

Tree Protection

Guy Wire

Accessible Ramp

Existing Water Meter

Fence

Proposed Edge of Pavement

Existing Drop Inlet

Existing Utility Pole

Existing Storm Drainage

Railroad Tracks

New Property Line

Slope Stake Line

Existing Property Line

Existing Gas Line

Existing Underground Telecommunications

Existing Sanitary Sewer

Proposed Storm Drainage

Existing Water Line

Existing Gas Valve

Existing Sanitary Sewer Manhole

Existing Water Valve

Existing Storm Drain Manhole

Proposed Storm Drain Manhole

Existing Telephone Manhole

Existing Catch Basin

Proposed Catch Basin

Existing Light Pole

Temporary Construction Easement

Proposed Drop Inlet

Existing Fire Hydrant

Iron Pin

Existing Structures

Proposed Light Pole

Proposed Utility Pole

Existing Underground Electric

Proposed Telephone Manhole

Existing Electric Manhole

Proposed Electric Manhole

Proposed Fire Hydrant

Existing Tree

Proposed Sanitary Sewer Manhole

Sidewalk/Utility Easement

Storm Drainage Easement

Maintained as R/W Line

D

T

WM

S

GV

WV

T

E

E

S

Proposed Curb & Gutter, Conc. Drive, Sidewalk

Proposed Sidewalk Bridging Tree Roots

Silt Fence

Scaleybark L2

Scaleybark L1

Scaleybark L3

SOUTH BLVD 28' BST

FR

EELAN

D

LN

36' BST

SOUTH BLVD 42' BST

Freeland Ln

So ut h Bv

Whitton St

So ut h Bv

Hollis Rd

Dex te r S t

Yorkshire Dr

Sara h Dr

El le nw oo dP l

W eo na Av

Whitton St

D ew itt Ln

Sl oa n St

An so n St

C ra f t St

Script Ln

Gra nd

Unio n W y Sk y H av en

Dr

C ra ug hw ell Dr

Conway Av

Scaleybark Rd

S outh

Bv

O ld

Pi ne vi lle

Rd

Yancey Rd

E Peterson Dr

S TryonSt

W ebster Pl

Tyson St

SouthsideDr

13-0021

08/22/2025

REW

REW

JAB

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400 S . T r yon S t reet, Suite 1300 Char lot te, NC 28285

(704) 376-6423 N.C. L icense # C-0430 label lapc.com

PROJECT

AREA

SCALEYBARK L1 - PROFILE VIEW

STA. 10+00 - 15+71

SEE SHEET 04 FOR

VERTICAL LOCATE TABLE

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400 S . T r yon S t reet, Suite 1300 Char lot te, NC 28285

(704) 376-6423 N.C. L icense # C-0430 label lapc.com

SCALEYBARK L2 - PROFILE VIEW

STA. 20+00 - 21+40

SCALEYBARK L3 - PROFILE VIEW

STA. 30+00 - 31+67

VERTICAL LOCATE TABLE

NOTE:

THE TRENCH DRAINS ARE INTENDED

TO FOLLOW THE SLOPE OF THE TRACK.

MINOR ADJUSTMENTS MAY BE NEEDED

TO MATCH THE TRACK SLOPE.

NOTES:

1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS.

2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS REQUIRED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE

AIR POCKETS.

3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE REQUIRED TO PROTECT CHANNEL AND

CONCRETE SURROUND.

4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" ABOVE THE TOP OF THE CHANNEL EDGE.

5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS.

6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS.

7. USE THE POWERDRAIN CONCRETE ANCHORS (PART #97496) FOR LOAD CLASS F APPLICATIONS. TWO ANCHORS REQUIRED

PER HALF METER LENGTH.

8. GRATES SHALL BE SECURED USING THE 4 BOLT LOCKING OPTION.

9. PROVIDE 1/2" EXPANSION JOINT WITH JOINT FILLER AND SEALER BETWEEN TRAVEL LANES ON SOUTH BLVD.

10. PLACE CONTRACTION JOINTS AT 10' INTERVALS.

11. CENTER U BARS WITHIN CONCRETE SURROUNDING TRENCH DRAIN. PROVIDE 3" MINIMUM CLEARANCE FROM TOP EDGE

OF CONCRETE.

SPECIFICATION CLAUSE

S300K POWERDRAIN - LOAD CLASS F

GENERAL

THE SURFACE DRAINAGE SYSTEM SHALL BE POLYMER

CONCRETE S300K CHANNEL SYSTEM WITH DUCTILE

IRON EDGE RAILS AS MANUFACTURED BY ACO

POLYMER PRODUCTS, INC OR APPROVED EQUAL

MATERIALS

CHANNELS SHALL BE MANUFACTURED FROM

POLYESTER RESIN POLYMER CONCRETE WITH AN

INTEGRALLY CAST-IN DUCTILE IRON EDGE RAIL.

MINIMUM PROPERTIES OF POLYMER CONCRETE WILL

BE AS FOLLOWS:

COMPRESSIVE STRENGTH: 14,000 P SI

FLEXURAL STRENGTH: 4,000 PSI

TENSILE STRENGTH: 1 , 5 0 0 P S I

WATER ABSORPTION: 0 .07 %

FROST PROOF Y E S

DILUTE ACID AND ALKALI RESISTANT YES

B117 SALT SPRAY TEST COMPLIANT Y ES

THE SYSTEM SHALL BE 12" NOMINAL INTERNAL WIDTH

WITH A 14.2" OVERALL WIDTH AND A BUILT-IN SLOPE

OF 0.50%. CHANNEL INVERT SHALL HAVE DEVELOPED

"V" SHAPE. ALL CHANNELS SHALL BE INTERLOCKING

WITH A MALE/FEMALE JOINT.

CHANNEL SHALL WITHSTAND LOADING TO PROPER

LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE

SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD

CLASS SPECIFIED AND INTENDED APPLICATION.

GRATES SHALL BE SECURED USIN THE 'POWERLOK'

BOLTLESS LOCKING SYSTEM OR THE 4 BOLT LOCKING

OPTION. CHANNEL AND GRATE SHALL BE CERTIFIED

TO MEET THE SPECIFIED EN 1433 LOAD CLASS. THE

SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH

THE MANUFACTURER'S INSTRUCTIONS AND

RECOMMENDATIONS.TRENCH DRAIN NOTES:

1. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS REQUIRED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR

POCKETS.

2. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" [3mm] ABOVE THE TOP OF THE CHANNEL

EDGE.

3. THE SURFACE DRAINAGE SYSTEM SHALL BE POLYMER CONCRETE S100K CHANNEL SYSTEM WITH DUCTILE IRON EDGE

RAILS AS MANUFACTURED BY ACO POLYMER PRODUCTS, INC.OR APPROVED EQUAL.

4. CHANNELS SHALL BE MANUFACTURED FROM POLYESTER RESIN POLYMER CONCRETE WITH AN INTEGRALLY CAST-IN DUCTILE IRON EDGE RAIL. MINIMUM PROPERTIES OF POLYMER CONCRETE WILL BE AS FOLLOWS:

COMPRESSIVE STRENGTH: 14,000 PSI

FLEXURAL STRENGTH: 4,000 PSI

TENSILE STRENGTH: 1,500 PSI

WATER ABSORPTION: 0.07%

FROST PROOF YES

DILUTE ACID AND ALKALI RESISTANT YES

B117 SALT SPRAY TEST COMPLIANT YES

5. THE SYSTEM SHALL BE 4" NOMINAL INTERNAL WIDTH WITH A 6" OVERALL WIDTH AND A BUILT-IN SLOPE OF 0.5%.

CHANNEL INVERT SHALL HAVE DEVELOPED "V" SHAPE. ALL CHANNELS SHALL BE INTERLOCKING WITH A MALE/FEMALE

JOINT.

6. CHANNEL SHALL WITHSTAND LOADING TO PROPER LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD CLASS SPECIFIED AND INTENDED APPLICATION. GRATES SHALL BE SECURED USING THE 4 BOLT LOCKING OPTION. CHANNEL AND GRATE SHALL BE CERTIFIED TO MEET THE SPECIFIED EN 1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND

RECOMMENDATIO

TRENCH DRAIN NOTES:

13-0021

08/22/2025

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400 S . T r yon S t reet, Suite 1300 Char lot te, NC 28285

(704) 376-6423 N.C. L icense # C-0430 label lapc.com

12" TRENCH DETAIL - EN 1433 LOAD CLASS F

NOT TO SCALE

4" TRENCH DETAIL - EN 1433 LOAD CLASS C

NOT TO SCALE

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400 S . T r yon S t reet, Suite 1300 Char lot te, NC 28285

(704) 376-6423 N.C. L icense # C-0430 label lapc.com

DETAIL 2A

Not to scale

PAVEMENT REPAIR WITH MILLING

Not to scale

DETAIL 3A

PAVEMENT REPAIR WITH MILLING ADJACENT TO CURB

AND GUTTER WITH STORM DRAINAGE

*NOTES:

*NOTES:

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400 S . T r yon S t reet, Suite 1300 Char lot te, NC 28285

(704) 376-6423 N.C. L icense # C-0430 label lapc.com

PROJECT NOTESGENERAL NOTES

A) ALL TRAFFIC CONTROL DEVICES AND PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF THE MOST CURRENT EDITIONS OF THE CHARLOTTE DEPT. OF TRANSPORTATION(CDOT) WORK AREA TRAFFIC CONTROL HANDBOOK(W.A.T.C.H.), THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.), THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION(NCDOT) SUPPLEMENT TO THE M.U.T.C.D., THE NCDOT ROADWAY STANDARD DRAWINGS AND THE

CURRENT EDITION OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.

B) CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL DRAWINGS OR STANDARDS BE USED IN ONE AREA OF CONSTRUCTION. CHANNELIZING DEVICES ASSOCIATED WITH THESE TYPICALS SHALL BE MOVED, SUPPLEMENTED, CHANGED, OR REMOVED AS REQUIRED BY THE CONSTRUCTION PHASING OF THE PLANS. THE LOCATION AND POSITIONING OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER TO ENSURE THAT THE MOTORIST DOES NOT RECEIVE FALSE

INFORMATION WHEN TWO OR MORE TYPICALS AND/OR ROADWAY STANDARD DRAWINGS OVERLAP.

C) OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS. THESE ARE NORMALLY USED FOR SHORT-TERM OPERATIONS TO WARN AND GUIDE TRAFFIC THROUGH OR AROUND CONSTRUCTION AREAS WITHIN A CONSTRUCTION ZONE. OPERATIONAL SIGNS SHALL BE INSTALLED PRIOR TO THE START OF OPERATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. SIGNS SHALL BE MAINTAINED IN PROPER POSITION AND KEPT CLEAN AND LEGIBLE AT ALL TIMES. IF NEED BE, THEY SHALL BE BALLASTED OR WEIGHTED IN SUCH A MANNER THAT THEY WILL BE STABLE UNDER WIND AND VEHICLE ACTIONS.* THEY SHALL BE REMOVED WHEN NOT APPLICABLE. THE BOTTOM OF THE

SIGN SHALL BE A MINIMUM OF 1 FOOT ABOVE THE PAVEMENT SURFACE.

D) THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT WITH WELL-MAINTAINED SIGNS, BARRICADES, WARNING AND/OR CHANNELIZING DEVICES. ON CONNECTING ROADS, ALL BARRICADES, SIGNS, WARNING, AND/OR CHANNELIZING DEVICES SHALL BE MOVED, SUPPLEMENTED, CHANGED, OR REMOVED AS REQUIRED DURING THE

PROGRESS OF CONSTRUCTION AS APPROVED BY THE ENGINEER.

E) FLAGGERS' ATTIRE SHALL INCLUDE A FLUORESCENT ORANGE VEST, SHIRT, OR JACKET WORN AS THE OUTER LAYER OF CLOTHING. THE FLAGGER SHALL BE EQUIPPED WITH A STOP/SLOW PADDLE (SEE MUTCD, PART IV, SECTION 6F-2, PAGE 6F-1). RED FLAGS WILL BE ACCEPTABLE IN LIEU OF THE PADDLE IN EMERGENCY SITUATIONS ONLY. FLAGGERS, PROPERLY EQUIPPED AND INSTRUCTED, WILL BE PROVIDED BY THE CONTRACTORS AND STATIONED AT THE LOCATIONS SPECIFIED

OR AS DIRECTED BY THE ENGINEER. A FLUORESCENT ORANGE CAP MAY BE REQUIRED.

F) THE CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL, RELOCATE, AND MAINTAIN ALL TRAFFIC CONTROL DEVICES, SIGNS, BARRICADES, WARNING AND/OR CHANNELIZING DEVICES FOR WORK SITES AND DETOUR ROUTES AS SHOWN IN TRAFFIC CONTROL PLANS UNLESS OTHERWISE SPECIFIED WITHIN THE TRAFFIC CONTROL PLANS. THE LOCATION AND POSITIONING OF THESE BARRICADES, SIGNS, ETC. SHALL BE APPROVED BY THE ENGINEER.

G) WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL ALL OF THE REQUIRED SIGNS, BARRICADES, WARNING, AND/OR CHANNELIZING DEVICES ARE INSTALLED AND APPROVED BY THE ENGINEER.

H) THE PROJECT NOTES ARE NOT INTENDED TO BE USED AS GENERAL NOTES FOR THE PROJECT. THEY ARE TO BE USED AT

SPECIFIC LOCATIONS AS REQUIRED BY THE DETAILS OF THE TRAFFIC CONTROL PLANS.

I) THE CONTRACTOR SHALL CONTACT IMPLEMENTATION MANAGER WITH THE CITY OF CHARLOTTE DEPARTMENT OF TRANSPORTATION (CDOT) TWO WEEKS PRIOR TO BEGINNING ANY WORK THAT WILL REQUIRE THE PLACEMENT OF SIGNS OR OTHER TRAFFIC CONTROL DEVICES BY THE CITY. CONTACT MUST BE IN WRITING TO THE MANAGER, TRANSPORTATION

ENGINEERING DIVISION, WITH CURRENT TELEPHONE CONTACT.

J) THE CONTRACTOR IS TO NOTIFY CDOT 10 WORKING DAYS IN ADVANCE OF ANY ROAD CLOSURE OR 5 WORKING DAYS PRIOR TO CLOSING ONE OR MORE TRAVEL LANES. ALL SIGNAL REVISIONS OR SHIFTS OF SIGNAL HEADS WILL BE THE RESPONSIBILITY OF CDOT FORCES; HOWEVER, PRIOR TO REVISING TRAFFIC LANES WHICH REQUIRE SIGNAL REVISIONS, THE CONTRACTOR SHALL NOTIFY THE CDOT IMPLEMENTATION SECTION MANAGER A MINIMUM OF 30 CALENDAR DAYS IN ADVANCE. THE TRAFFIC LANES SHALL NOT BE SHIFTED UNTIL THE REQUIRED SIGNAL REVISION / SHIFT IS COMPLETE AND

READY FOR ACTIVATION.

K. THE CONTRACTOR MUST HAVE A MINIMUM OF TWO FLAGMEN PRESENT DURING ALL PERIODS OF CONSTRUCTION ACTIVITY TO ASSIST IN THE MOVEMENT OF TRAFFIC THROUGH THE WORK AREA. ADDITIONAL FLAGMEN MAY BE REQUIRED

AS DIRECTED BY THE ENGINEER OR CDOT.

L. ANY EXISTING PAVEMENT MARKINGS DETERMINED BY THE ENGINEER TO BE MISLEADING OR IN CONFLICT WITH THE TRAFFIC CONTROL PLAN SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR PRIOR TO PROCEEDING WITH ANY

CONSTRUCTION ACTIVITY.

M. ALL TEMPORARY PAVEMENT MARKINGS APPLIED BY THE CONTRACTOR SHALL BE IN PAINT UNLESS OTHERWISE

SPECIFIED ON THE PLANS OR IN THE SPECIAL PROVISIONS.

N) THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC ON ALL PORTIONS OF THIS PROJECT UNLESS OTHERWISE SPECIFIED HEREIN, AND WILL BE REQUIRED TO PROVIDE PROPERTY OWNERS AND TENANTS ACCESS TO THEIR PROPERTY

THROUGHOUT THE PROJECT, INCLUDING INGRESS AND EGRESS FOR BUSINESSES.

O) TRAFFIC CONTROL PLANS (TCP) FOR THIS PROJECT CONSIST OF SEVERAL TYPICAL DRAWINGS AND STANDARDS SHOWING TRAFFIC CONTROL DEVICES TO BE USED WHERE VARIOUS TYPES OF CONSTRUCTION ACTIVITIES ARE OCCURRING ON THE PROJECT. THESE DRAWINGS ARE FOR TYPICAL SITUATIONS AND SHOULD BE ADAPTED TO THE ACTUAL FIELD CONDITIONS WHICH EXIST. DUE TO THE UNFORESEEN FIELD SITUATIONS, IT MAY BE IMPOSSIBLE TO ADAPT THE PRESCRIBED TYPICAL DRAWING OR STANDARD EXACTLY AS SHOWN TO THE ACTUAL FIELD SITUATIONS. THE CONTRACTOR, AT THE DIRECTION OF THE ENGINEER, SHALL MOVE, SUPPLEMENT, CHANGE, AND/OR REMOVE THE TRAFFIC CONTROL DEVICES ASSOCIATED WITH THESE TYPICAL DRAWINGS AND/OR STANDARD DRAWINGS TO ENSURE THAT THE

MOTORIST CAN PASS THROUGH THE CONSTRUCTION AREA IN A SAFE AND EFFICIENT MANNER.

* BALLASTING SHALL BE DONE WITH SANDBAGS OR OTHER YIELDING MATERIALS PLACED IN SUCH A POSITION THAT THEY

DO NOT BECOME MISSILES OR CAUSE UNREASONABLE DAMAGE IF HIT.

P. THE CONTRACTOR IS TO NOTIFY (BY MAIL) ALL PROPERTY OWNERS AND OCCUPANTS WHO HAVE DIRECT ACCESS TO THE ROADWAY CONTAINING THE PROJECT SITE A MINIMUM OF 5 AND A MAXIMUM OF 10 WORKING DAYS PRIOR TO INSTALLING TRAFFIC CONTROL DEVICES IN FRONT OF THOSE PROPERTIES. NOTIFICATIONS SHOULD INCLUDE CONTACT PERSONS

NAME, TELEPHONE NUMBER, EMAIL ADDRESS, AND MAILING ADDRESS.

Q. THE CONTRACTOR SHALL PATROL THE WORK SITE AS NEEDED TO ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN

PLACE AND FUNCTIONING PROPERLY AT ALL TIMES.

R. DURING PERIODS OF INACTIVITY OR AT NIGHT, EQUIPMENT SHALL NOT BE PARKED IN SUCH A MANNER AS TO BLOCK THE MOTORISTS' VIEW OF TRAFFIC OR TRAFFIC CONTROL DEVICES AND SHALL BE AT LEAST 10 FEET AWAY FROM THE TRAVEL

LANE.

S. WHENEVER TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE, THE TWO OPPOSING DIRECTIONS MUST BE PHYSICALLY SEPARATED. TRAFFIC CONES CAN BE USED FOR THIS PURPOSE DURING DAYLIGHT HOURS; REFLECTORIZED DRUMS MUST BE USED AT NIGHT. TRANSPORTATION OR THEIR APPOINTED REPRESENTATIVES ARE AUTHORIZED TO STOP

T. TRAFFIC SHALL NOT BE ROUTED ACROSS THE CENTERLINE WITH CONES OR DRUMS DURING NON-WORKING HOURS UNLESS THE PAVEMENT MARKINGS ARE APPROPRIATELY MODIFIED AND APPROVED BY THE ENGINEER.

U. THE CITY ENGINEER OR DIRECTOR OF THE CHARLOTTE DEPARTMENT OF TRANSPORTATION OR THEIR APPOINTED REPRESENTATIVES ARE AUTHORIZED TO STOP ANY WORK WITHIN CDOT RIGHT OF WAY THAT DOES NOT FOLLOW THIS TRAFFIC CONTROL PLAN OR AS REQUIRED BY THE W.A.T.C.H. AND THE M.U.T.C.D. UNTIL SUCH REQUIREMENTS ARE MET.

CONSTRUCTION PHASING

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400 S . T r yon S t reet, Suite 1300 Char lot te, NC 28285

(704) 376-6423 N.C. L icense # C-0430 label lapc.com

S Tr yo n

St

Hartford Av

So ut h Bv

Freeland Ln De wi tt Ln

Clanton Rd

Yancey Rd

E Peterson Dr

O ld

Pi ne vil le

Rd

S I-7

Hy

E Woodlawn Rd

S Tr yo n St

So ut h B v

Scaleybark Rd

WORK AREA

C

K

E

L B

D

F

Bowman Rd

F

L I

I

I

B D

F

A

Briabend Dr

J

ROAD

CLOSED

SOUTH BLVD

SIGN LEGEND

13-0021

08/22/2025

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400 S . T r yon S t reet, Suite 1300 Char lot te, NC 28285

(704) 376-6423 N.C. L icense # C-0430 label lapc.com

DIAGRAM A - SOUTH BLVD DETOUR ROUTE