SW3230803_Plansheet - Other_20240620 (6)

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l / EX.12-RCP EX.60'RAN / EX.15"CMP \ ADJACENT PROPERTY LINES. �KENNETH CANUP a BOOK,3471812 T
/ ADJACENT PROPERTY LINES. INV.619.40 *NOTE:ALL ADJACENT PROPERTY LINES _ BK 15671877 ADJACENT NOW OR FORMERLY 0 ADJACENT PROPERTY LINES.
ADJACENT PROPERTY LINES. 'NOTE:ALL ADJACENT PROPERTY LINES / TODD WICKERHAM EX.12"RCP / EX.15"CMP INV.618.24 ARE APPROXIMATE. EX.15'CMP NOW OR FORMERLY I PROPERTY LINE. _ -Ta.X-PIN--06-024-OP9 - - a ARE AP
_ *NOTE:ALL ADJACENT PROPERTY LINES
*NOTE:ALL ADJACENT PROPERTY LINES AREAPPROXIMATE. BK985/402 / \ _ - - TAX PIN:06-024-020 EX.CRUSHED RCP ZONED:R40 / PROXIMATE. /
INV.619.22_ _ i INV.618.11 - INV.618.28 ZONED:R40 INV.620.08 EX.BURRIED RCP USE.-SINGLE FAMILY
ARE APPROXIMATE. NOW OR FORMERLY 7
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I ADJACENT PROPERTY LINES. / � EX.15"RCP OUTFACE EX.18"RCP CULVERT;REFER TO SHEET C8.06 FOR MORE INFO. a a x INV.617. 7 INV.618.99 ZONED:R40
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SEX.15"RCP � INV.616.56 � Ex.15"cMP EX.YELLOW LINE. - J � MILLS VENTURES LLC.(R. DEAN HARREL)
15"RCP / INV.623.62 EX.GRAVEL DRIVE; \ ZONED:R40 '
IV.627.07 INV.626.35 i � � / REMOVE. � EX.TELEPHONE.. � EX. POWER UTILITIES; INV.616.25 � ��/ � 5615 POTTER ROAD
REPAIR IN WORK AREA USE'SINGLEFAMaY �(/
EX. EDGE OF PAVEMENT. � � RELOCATE. �\ REMOVED. EX. EDGE OF PAVEMENT. �/ � i /� � MATHEWS, NORTH CAROLINA 28104
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PROP. CENTERLINE OF PROP. ENTRANCE. 1 t 00 SURVEYOR
EAGLE ENGINEERING
2013A VAN BUREN AVE.
1 WESLEY CHAPEL ROAD - EXISTING CONDITIONS AND DEMOLITION PLAN INDIAN TRAIL, NORTH CAROLINA 28079
PLAN - EXISTING POSTED SPEED LIMIT= 45 MPH. 704.882.4222
WETLANDS
LOWRYS ENVIRONMENTAL&ECOLOGICAL SERVICES
1823 QUINN ROAD
CHESTER, SOUTH CAROLINA29706
Q GEOTECH
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00
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Q ISLAND BEYOND 3575 CENTRE CIRCLE DRIVE
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E 300' 50' (SR-1162)
PROJECT NUMBER
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REFER TO NCDOT FOR
N I Iv U '' /�? �� 2 09/23/2022 COMMENTS JM/HN
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N PROP. PAVEMENT AND
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SCALE
Ravi g PROP. 3.0" ASPHALT CONC. INTERMEDIATE COURSE, TYPE 119.00 PROP. FULL DEPTH: f4,600 SF. TOTAL: ±515 SY., ±43 CY. AS INDICATED
a POSTED SPEED LIMIT IS 45 MPH.
a C PROP. 5.0" ASPHALT CONC. BASE COURSE, TYPE B 25.00** PROP. FULL DEPTH: f4,600 SF. TOTAL: ±515 SY., ±72 CY. PROJECT PROPERTY LINES AT STA: 9+70.3, 11+70.6. DRAWING
PROP. 2'-6" CURB AND GUTTER, NCDOT #846.01. PROP. ±52 LF. 1 ROAD IMPROVEMENTS
v * APPLY TACK COAT BETWEEN A & B. INCLUDES MILLED AREA. SCALE:1"=50'
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N PAVEMENT SECTIONS - EXISTING PUBLIC ROAD IMPROVEMENTS FOR WESLEY CHAPEL RD FROM STA: 5+75.0 TO STA-14+30. FcnowwhaYsbelOw.
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COPYRIGHT©2020 DPR ASSOCIATES,INC.THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES,INC.AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED.NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE:24"X 36"

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EX.60'R/W PROP. LIMIT OF DISTURBANCE FOLLOWS /T 2'MIN. HORIZONTAL SEPARATION. - PROP. LIMIT OF DISTURBANCE FOLLOWS \ — — // / MATHEWS, NORTH CAROLINA 28104
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ADJACENT PROPERTY LINE. rr r" .I PROP. RCP STORM PIPES.
NOTE:ALL ADJACENT PROPERTY EX. PROPERTY LINE I —
LINES LOCATIONS ARE APPROX. 1 00 REFER TO C3-1 FOR DETAILS. a _ / // / / SURVEYOR
— / — — / EAGLE ENGINEERING
2013A VAN BUREN AVE.
INDIAN TRAIL, NORTH CAROLINA 28079
1 WESLEY CHAPEL ROAD - GRADING, STORM DRAINAGE, AND UTILITY PLAN 704.882.4222
PLAN WETLANDS
LOWRYS ENVIRONMENTAL&ECOLOGICAL SERVICES
1823 QUINN ROAD
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NOTE: DEVELOPER IS RESPONSIBLE TO REMOVE EXISTING TREES/OBSTRUCTIONS LOCATED WITHIN m �� PROPOSED R/W. ZONED:Rao
vJ _ SIGHT LINE. PERMISSION FROM ADJACENT PROPERTY OWNER(S) IS REQUIRED PRIOR TO USE.,SINGLE FAMILY S' / REVISIONS
/ SIGHT LINE. PERMISSION FROM ADJACENT PROPERTY OWNER(S)IS REQUIRED PRIOR TO ) IW TREE/OBSTRUCTIONS REMOVAL FROM ADJACENT PROPERTY. IF TREES ARE ONLY TRIMMED AND NOT
m TREE/OBSTRUCTIONS REMOVAL FROM ADJACENT PROPERTY. IF TREES ARE ONLY TRIMMED AND NOT ? / I O FULLY REMOVED AN EASEMENT WILL BE REQUIRED IN ORDER TO MAINTAIN CLEAR SIGHT DISTANCE. NO. DATE DESCRIPTION BY
FULLY REMOVED AN EASEMENT WILL BE REQUIRED IN ORDER TO MAINTAIN CLEAR SIGHT DISTANCE. > I I I`Ib� I > / — —
LLJ I J—~J1 1 1 1 4- n I I I I � — — 1 a ` / �// / / / NO REVISION, ORIGINAL
F_ 0 02/09/2022 SUBMISSION JF/JM/HN
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LEGEND 1 08/12/2022 JM/HN
F REVISION PER 2nd CITY
2 09/23/2022 COMMENTS JM/HN
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LL1 Z� 3 07/05/2023 COMMENTS JM/HN
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U) SIGHT DIST 4 12/15/23 AND E&SC COMMENTS JM/HN
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U 5 04/04/24 IMPROVEMENT REVISION JM/HN
/ 3.5' OBJECT HEIGHT L L L L L L L L L CONSTRUCTION ESMT.
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6 06/19/24 REVIEW COMMENTS JM/HN
a � 3.5' DRIVER EYE
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EXISTING PROPERTY LINE
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w 1
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COPYRIGHT©2020 DPR ASSOCIATES,INC.THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES,INC.AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED.NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE:24"X 36"

GENERAL NOTES: GENERAL NOTES: (CONTINUED)
/2„ VARIABLE p O 1. CONSTRUCTION MATERIALS SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS. 13. SEE DPR CONSTRUCTION DOCUMENTS FOR SITE INFORMATION, GRADING,STORM
oC 1/8" RADIUS 40d SPIKE 911 DRAINAGE, EROSION CONTROL,AND ALL RELATED NOTES AND DETAILS.
Q 0.02 SLOPE = ~ Q 2. EXISTING BOUNDARY SURVEY AND SITE TOPOGRAPHY INFORMATION, INCLUDING
> _N ce _ Q < PREPARED BY EAGLE ENGINEERING. 14. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY PERMITS
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H O AND APPROVALS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION. CLIENT/OWNER
°°.�':•°p°:� °, `:':•°p-:�°:°v°:�I':•°p°:�I°:°°°:�':•°p°:�I'a•°p°:�°:•, o`.n°:•'o °e°8•'o`:e°g•'p;:e`°°'off.-e`e°'D°:e°:•'o°:e`:°'o;:e°:•'o°::e 2'r RADIUS ,:u'°.• LL J p �"� 3. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING AND COORDINATING WITH
O O co Z APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ABOVE AND BELOW 15. ALL AASHTO AND OSHA GUIDELINES FOR SAFETY ARE TO BE ADHERED TO. MILLS VENTURES, LLC.(R. DEAN HARREL)
z GROUND THAT WILL BE AFFECTED BY THE WIDENING ARE LOCATED AND VERIFIED PRIOR 5615 POTTER ROAD
U Q 0 CD
TO THE COMMENCEMENT OF CONSTRUCTION. CALL 1-800-632-4949(OR 811)72 HOURS 16. PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC. MUST BE INSTALLED WHEN MATHEWS, NORTH CAROLINA 28104
JOINT SEALER BASE COURSE 3 VAR. Q H PRIOR BEFORE COMMENCEMENT OF WORK FOR UTILITY LOCATING SERVICES. WORKING WITHIN THE STATE RIGHT-OF-WAY TO ENSURE PUBLIC SAFETY IN 704.870.4614
JOINT FILLER 1 /4 RADIUS �- _ ~ z LLI ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC
SURFACE COURSE O � O SURVEYOR
SHOWING EXPANSION JOINT LL 0 J 4. TRAFFIC CONTROL DEVICES ARE TO BE INSTALLED PER NCDOT. REFER TO NCDOT STD CONTROL DEVICES AND ANY SUPPLEMENTS THEREOF.
1 rr 5►► MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED) 00U) DETAILS 1101.02 AND 1101.04. EAGLE ENGINEERING
/g Z H 17. ALL PAVED DRIVEWAYS DISTURBED BY THIS WORK SHALL BE RESTORED WITH THE 2013A VAN BUREN AVE.
ON ASPHALT CONCRETE PAVEMENT H H 5. THE UTILITIES SHOWN IN PLAN VIEW AND IN CROSS-SECTIONS ARE APPROXIMATE. SAME MATERIAL,SECTION AND CONDITION AS THE EXISTING DRIVEWAY. INDIAN TRAIL, NORTH CAROLINA 28079
Q 1/8 RADIUS �y O_ 0 CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND 704.882.4222
(USE ON ISLAND 4 WIDE OR GREATER) W ASSURING THAT EXISTING UTILITIES ARE LOCATED BOTH HORIZONTALLY AND 18. ALL CONSTRUCTION WORKERS FOR SITE WORK SHALL PARK INSIDE THE SITE AND OFF
r VARIABLE VERTICALLY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE STATE RIGHT-OF-WAY. WETLANDS
9,r - 6. CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF ANY DRAINAGE STRUCTURES PRIOR 19. DURING NON-WORKING HOURS, EQUIPMENT IS TO BE PARKED AS CLOSE TO THE LOWRYS ENVIRONMENTAL&ECOLOGICAL SERVICES
v 0.02 SLOPE c,) _ 1823 QUINN ROAD
D.•a•;° D:•D•�° D:• .s D°.•�°°"O:•a••• D:O°°° D:•�°°° O:•D°°•D:•a••"/ y..�IIIII TO THE COMMENCEMENT OF CONSTRUCTION. RIGHT-OF-WAY LINE AS POSSIBLE AND SHALL BE PROPERLY BARRICADED IN ORDER TO CHESTER SOUTH CAROLINA 29706
SEE TYPICAL SECTIONS N
"'••°°°°"•-°°°°'` •°°°° • °°•°"° °°°°'• °°°°'° °°°°'° °°°°"• '°°°"° PREVENT ANY EQUIPMENT OBSTRUCTION WITHIN THE TRAVEL LANES. '
JOINT SEALER FOR PAVEMENT DEPTH. a.e...•a•e..:•a.e.e:•a.a.p a•a.e.a.:va•e.a.: °p•°.°.7.°.7.77071
•bee...•a°e...• 7. ALL DRAINAGE FACILITIES MUST BE CONSTRUCTED IN COMPLIANCE WITH NCDOT
KEY IN ON THE °•^':° �°°°:° �°^ �°^ .°^ °.`:° °' :°�°^° ° _ STANDARDS AND SHALL BE COORDINATED WITH THE NCDOT AND CITY OF WESLEY 20. ANY DRAINAGE STRUCTURE DISTURBED OR DAMAGED SHALL BE RESTORED TO ITS
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LAST LAYER OF CHAPEL ENGINEERING DEPARTMENTS. ORIGINAL OR BETTER CONDITION AS DIRECTED BY THE DISTRICT OFFICE.
SHOWING GROOVED JOINT PAVEMENT SURFACE SUMMIT ENGINEERING
COURSE SURFACE COURSE 2rr RADIUS 8. A RIGHT-OF-WAY ENCROACHMENT AGREEMENT IS REQUIRED FOR THE INSTALLATION OF 21. POSITIVE DRAINAGE IS REQUIRED ON ROADWAY AND SHOULDER SECTIONS AND 3575 CENTRE CIRCLE DRIVE
PARTIAL LONGITUDINAL SECTIONS BASE COURSE BINDER COURSE 13/4 rr RADIUS p ALL NON-STANDARD ITEMS(IRRIGATION SYSTEMS, DECORATIVE CONCRETE PAVEMENT, DITCHES AND DRIVEWAY ENTRANCES. FORT MILL, SOUTH CAROLINA 29715
OR EXISTING PAVEMENT ILL BRICK PAVERS, ETC.)WITHIN A PROPOSED/EXISTING COUNTY MAINTAINED STREET RIGHT 704.504.1717
OF PAVED ISLANDS 5 MONOLITHIC CONCRETE ISLAND KEYED IN OF WAY BYAPRIVATE INDIVIDUAL, GROUP, BUSINESS, OR HOMEOWNER'S/BUSINESS 22. NO TRENCH DROP OFFS GREATER THAN 2"ARE TO BE LEFT NEXT TO ROADWAY FOR
( ) �3 y ASSOCIATION. AN ENCROACHMENT AGREEMENT MUST BE APPROVED BY NCDOT PRIOR THE TRAVELING PUBLIC. FEMA
ON ASPHALT CONCRETE PAVEMENT z TO CONSTRUCTION/INSTALLATION OF THE NON-STANDARD ITEMS. CONTRACT NCDOT MAP#3710449600J, EFFECTIVE 10/16/2008
NOTE: ~ Z FOR ADDITIONAL INFORMATION CONCERNING COST,SUBMITTAL AND LIABILITY 23. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SLOPE IS TO BE KEY MAP
(USE ON ISLAND LESS THAN 4 WIDE)
WHEN MONOLITHIC CONCRETE ISLAND IS ON TOP OF SURFACE Q INSURANCE COVERAGE REQUIREMENTS. USED ON ALL BACK SLOPES. MAXIMUM CUT AND FILL SLOPES SHALL NOT EXCEED 2:1
Q
VARIABLE 1= J WITHIN THE RIGHT-OF-WAY.
COURSE, DRIVE 40d SPIKES INTO SURFACE UNDER MONOLITHIC %2rr X 6" LONG DIA. DEFORM _ 0 y 9. NO VEGETATION INCLUDING ANY TREES.SHRUBS, OR UNDERBRUSH IN OR ON EXISTING I
BARS ON 24" C STAGGERED 9rr cf)= 0 �"� OR PROPOSED NCDOT RIGHTS OF WAY SHALL BE PLANTED WITHOUT HAVING A WRITTEN 24. ALL ROADWAY SIGNS THAT ARE REMOVED DUE TO CONSTRUCTION MUST BE
CONCRETE ISLAND. STAGGER SPIKES ON 2' CENTERS EACH WAY. N VEGETATION PLANTING PERMIT ISSUED BY THE ROADSIDE ENVIRONMENTAL UNIT REINSTALLED AS SOON AS POSSIBLE.
0.02 SLOPE Q W (CONTACT BRUCE MEYER AT(704)244-8260).THE APPROVED DRIVEWAY PERMIT DOES I \
IN THE CONCRETE PAVEMENT (ISLAND) AND CONCRETE ISLAND 0 NOT COVER PLANTING WITHIN STATE RIGHT OF WAYS.A VEGETATION PLANTING PERMIT 25. RESTORATION SEEDING AND MULCHING MUST BE COMPLETED WITHIN 14 CALENDAR
o°,? °g °, •g °o.,? °p °o ?•°p °�.,?°•s °o.,? °d°,� °p °o°,? •g°d°•? s z IS A SEPARATE PERMITTING PROCESS AND WILL NEED TO BE APPLIED FOR PRIOR TO DAYS AFTER INITIAL SOIL DISTURBING ACTIVITY.
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(MONOLITHIC) PLACE 1/2rr EXPANSION JOINTS AT 30' INTERVALS PLANTING WITHIN NCDOT RIGHTS OF WAYS.VEGETATION PLANTING PERMIT MUST BE
PROVIDED PRIOR TO ISSUANCE OF FINAL APPROVAL/BOND RELEASE. 26. ALL AREAS INVOLVED SHALL BE LEFT IN A NEAT AND SATISFACTORY CONDITION.
� AND GROOVED JOINTS 1 " DEEP AT 10' INTERVALS BETWEEN 13/4" RADIUS 2" RADIUS � Z
a � 10. CONTRACTOR TO BE RESPONSIBLE FOR ALL UTILITY RELOCATION NEEDED FOR 27. TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE NOTED.
EXPANSION JOINTS. 5" MONOLITHIC CONCRETE ISLAND
CONSTRUCTION OF ROADWAY IMPROVEMENTS.
0
(SURFACE MOUNTED) ON CONCRETE PAVEMENT p 0 28. ALL LANES OF TRAFFIC ARE TO BE OPEN DURING THE HOURS OF 6:00 A.M.TO 9:00 A.M.
LINE UP THE JOINTS IN THE CONCRETE PAVEMENT (ISLAND) VARIABLE 0 11. THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING NEAR ALL AND FROM 4:00 P.M.TO 6:00 P.M. ON REGULAR BUSINESS DAYS(MONDAY-FRIDAY).
p UNDERGROUND AND OVERHEAD UTILITIES TO PREVENT INJURY TO UTILITIES AND (SUBJECT TO CHANGE BASED ON TRAFFIC VOLUMES OF ROADWAY AND WORK
N WITH THE JOINTS IN THE CURB OR CURB AND GUTTER. JOINT SEALER WORKERS. PHASES).
0 JOINT FILLER
N FILL AND SEAL THE TOP %2'r OF THE EXPANSION JOINTS AND ,r 12. EXISTING EDGE LINE SHALL BE REMOVED AND/OR COMPLETELY COVERED WITH NEW 29. ALL EXISTING DRIVEWAYS SHALL REMAIN OPEN DURING LANE CLOSURE.
\ CURB AND GUTTER 4 CONC. COVER ASPHALT WHEN PAVING.
o THE ENTIRE DEPTH OF GROOVED JOINTS WITH JOINT SEALER. AS CALLED FOR ON 0.02 SLOPE 30. USE ONLY DRUMS, NOT CONES, FOR TRAFFIC CONTROL.
\ PLANS.
° . u. PROJECT
\ FOR JOINTS IN THE CURB AND/OR CURB AND GUTTER SEE SURFACING `. a ° 'o>•.o . d •.a .,-o �. o••a.
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ccPAVEMENT MARKING NOTES: WIDENING NOTES:
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O EXPANSION JOINT ONOLlTxrc COxcRET �rO°�dip O p0[ 1. REQUIREMENTS FOR THE APPLICATION AND PLACEMENT OF THE MARKINGS SHALL 1. ALL WORK TO BE DONE ON EXISTING NCDOT MAINTAINED STREETS SHALL REQUIRE 19076
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° MONOLITHIC CONCRETE DETECTABLE WARNING SURFACE SEE STANDARD as2.01) •°r,9O LU Q Q LL 2 BE IN STRICT ACCORDANCE WITH THE GUIDELINES AND REQUIREMENTS OUTLINED NCDOT ENCROACHMENT/ACCESS APPLICATIONS SUBMITTED THROUGH THE CITY
° ISLAND �� ~ CD CC 0 0 IN SECTION 1205 OF THE N.C. DIVISION OF HIGHWAYS STANDARD SPECIFICATIONS ENGINEER. DATE
r - (SEE STANDARD 852.01) A� Q
I j FOR ROADS AND STRUCTURES HANDBOOK(1995 ENGLISH EDITION)WITH LATEST 05/07/2021
00 000 eo O LL 0 J REVISIONS)THERETO.THIS PUBLICATION SHALL BE STRICTLY ADHERED TO 2. SEE CROSS-SECTIONS FOR SAW CUT LOCATIONS.
••s:lszoPE mob.. O H Q REGARDING MATERIALS, PLACEMENT OF PAVEMENT MARKINGS AND WEATHER
TRIANGULAR ISLANDS MAY BE CONSTRUCTED WITH ONLY z H LIMITATIONS FOR THIS WORK. 3. BITUMINOUS CONCRETE BASE COURSE SHALL BE USED IN WIDENING STRIPS LESS THAN ISSUED FOR
2 POINTS OF ENTRY AND EXIT AS SHOWN IN THE > FIVE(5) FEET IN WIDTH.
0 ROADWAY PLANS OR AS DIRECTED BY THE ENGINEER. 5' ~ H CONSTRUCTION DOCUMENTS
01 so N 0 2. THE PAVEMENT MARKINGS REQUIRED TO BE INSTALLED SHALL MATCH TO AND 4. CONTRACTOR TO PROVIDE 2.0"OVERLAY TO MATCH PROPOSED ELEVATIONS FOR
r 7'MIN.DIAMETER CLEAR SPACE W ALIGN WITH EXISTING CONDITIONS AND MARKINGS. THE CONTRACTOR SHALL
/ ExPANSION JOINT r 0 ENTIRE PROJECT LIMITS. REVISIONS
N Borx SIDES) PROVIDE THERMOPLASTIC MARKINGS AT ALL LOCATIONS EXCEPT FOR TEMPORARY
MARKINGS UNTIL THERMOPLASTIC CAN BE APPLIED. NO. DATE DESCRIPTION BY
U 5. ASPHALT TO BE INSTALLED IN LAYERS/LIFTS PER NCDOT REQUIREMENTS(SEE SHEET
s'MIN. C8-1). CONTACT LOCAL DISTRICT OFFICE TO VERIFY LIFT/LAYER THICKNESS PRIOR TO NO REVISION, ORIGINAL
H 3. INSTALLATION OF THE PAVEMENT MARKINGS FOR NEWLY CONSTRUCTED TURN CONSTRUCTION. 0 02/09/2022 SUBMISSION JF/JM/HN
LANES AS REQUIRED FOR ACCESS PERMIT APPROVAL BY NCDOT SHALL BE THE REVISION PER 1ST CITY
RESPONSIBILITY OF THE DEVELOPER(OR CONTRACTOR EMPLOYED BY THE 6. ALL ASPHALT MILLING WHICH HAS VERTICAL MILLING ACROSS THE HIGHWAY IS TO HAVE 1 08/12/2022 COMMENTS JM/HN
LLJ H TRIANGULAR ISLAND MEDIAN ISLAND DEVELOPER). THE CONTRACTOR SHALL BE REQUIRED TO PRE-MARK THE PAVEMENT BUTT JOINTS TAPERED THE SAME DAY AS THE MILLING OPERATION.ALL OVERLAY REVISION PER 2nd CITY
Ul WITH CUT THROUGH WITH CUT THROUGH PRIOR TO THE ACTUAL APPLICATION OF MARKINGS AND SHALL SCHEDULE A ROADWAY TIE-IN POINTS ARE TO BE MILLED 2.0"INCHES TO ACHIEVE A SMOOTH TIE-IN
PRE-MARKING INSPECTION REVIEW WITH NCDOT TRAFFIC SERVICES AT 7�Z TO EXISTING ASPHALT. LENGTH TO BE FIELD DETERMINED 2 09/23/2022 COMMENTS JM/HN
F- TYPE 6 TYPE 7 0 218-5100 AT LEAST ONE WEEK PRIOR TO APPLICATION OF MARKINGS. PAVEMENT REVISION PER NCDOT
W 0 MARKINGS SHALL NOT BE INSTALLED UNTIL AFTER FIELD REVIEW AND APPROVAL 7. SHOULDERS ARE TO BE RECONSTRUCTED AFTER RESURFACING.THE MATERIAL USED 3 07/05/2023 COMMENTS JM/HN
LL BY TRAFFIC SERVICES,AND/OR THE DISTRICT ENGINEER. THESE INSPECTIONS IN THE CONSTRUCTION OF EARTH SHOULDERS SHALL BE APPROVED BY THE ASSIGNED REVISION PER NCDOT
Ul O SHALL NOT BE CONDUCTED UNTIL AFTER THE ACCESS PERMIT IS APPROVED. NCDOT ENGINEER OR INSPECTOR.(2 FEET OF COMPACTED STONE MAY BE USED FOR 4 12/15/23 AND E&SC COMMENTS JM/HN
PAY LIMITS FOR 2 OR 3 CURB RAMPS
0 (CALCULATE BASED ON NUMBER OF z FINISH GRADE OF SHOULDER).
Q SETS OF DETECTABLE WARNING SURFACES) H 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED MAINTENANCE OF SCM 1 &ROADWAY
U P"'IA Q TRAFFIC DURING CONSTRUCTION. ALL TRAFFIC CONTROL OPERATIONS SHALL BE 8. CONTRACTOR SHALL WORK ON ONE SIDE OF ROAD ONLY AT A TIME. 5 04/04/24 IMPROVEMENT REVISION JM/HN
NOTES: < a C� IN ACCORDANCE WITH MUTCD POLICIES, STANDARDS AND GUIDELINES OF THE REVISON PER NCDEQ
N s, DETECTABLE WARNING SURFACE SHALL COVER 2'-0" LENGTH AND FULL WIDTH OF THE c
o_ "MIN. OfM,J) RAMP FLOOR AS SHOWN ON THE DETAILS. 0 Q NCDOT,AND AS INDICATED ON THESE PLANS. 6 06/19/24 REVIEW COMMENTS JM/HN
Sp C� �'qyA DETECTABLE WARNING SURFACE SHALL CONTRAST VISIBLY WITH ADJOINING SURFACE, 0 Q 0
elf EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT SEQUENCE COVERING THE ENTIRE RAMP. � („�
RAMP WIDTH AREA IS VARIABLE o CO z NCDOT RIGHT-OF-WAY SEEDING REQUIREMENTS: NCDOT STANDARDS:
41 z Q
Q J AUGUST 1 -JUNE 1 MAY 1 -SEPTEMBER 1 1. STD DWG 1101.02(SHEET 1)FOR TEMPORARY LANE CLOSURES
_ @ @ @ @ @ BASE DIAMETER H _ � 2. STD DWG 1101.04(SHEET 1)FOR TEMPORARY SHOULDER CLOSURES
101 z 0.9"R To 1.40"R (n V H 100#KY 31 TALL FESCUE 1003 KY 31 TALL FESCUE 3. STD DWG 1101.11 (SHEET 4 OF 4)FOR SIGN SPACING
L.L EXPANSION JOINT -� OR ALTA TALL FECSUE OR ALTA TALL FESCUE 4. STD DWG 1205.01 (SHEETS 1 AND 2) FOR PAVEMENT MARKING DIMENSIONS AND
LARE J @@ @ @ @ ° TOP DIAMETER OF NO LESS
(BOTH SIDES) g°MIN. o THAN SOo r0 NO MORE } 153 ALTA TALL FESCUE 15#KENIBLUE BLUEGRASS OFFSETS FROM LANE LINES PROJ. MANAGER: HN
O O O O O O THAN 65% OF THE BASE Q
DIAMETER 15#RELIANT HARD FESCUE 15#RELIANT HARD FESCUE
DRAWN BY: JM
DETECTABLE WARNING SURFACE @° @° @° @° @° @° 0 500#FERTILIZER 25#KOBE OF KOREAN LESPEDEZA CHECKED BY: HN
o Q 400#LIMESTONE 500#FERTILIZER
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400#LIMESTONE RESERVATION:
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MEDIAN ISLAND o.9' ro o.s " o s" ro ON CUT AND FILL SLOPES 2:1 OR STEEPER ADD 25#RYE GRAIN NOVEMBER 1 THROUGH NCDOT RESERVES THE RIGHT TO LIMIT THE NUMBER AND LOCATION OF ACCESS POINTS
Y CURB RAMPS 1.a- 1 MIN 2.a MARCH 1. FOR ANY FUTURE PROPOSED DEVELOPMENT THAT MAY OCCUR.
TYPE 8 ON CUT AND FILL SLOPES 2:1 OR STEEPER ADD 30#SERICEA LESPEDEZA JANUARY 1
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FERTILIZER SHALL BE 10-20-20 ANALYSIS. UPON WRITTEN APPROVAL OF THE NCDOT ���°'�S S%�
>' ENGINEER A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 1-2-2
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COPYRIGHT©2020 DPR ASSOCIATES,INC.THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES,INC.AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED.NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE:24"X 36"

634 EX. RIW WIDTH 30.00' EX. RIW WIDTH 30.00' 634
632 632
PROJECT SIDE
630 630 V pr
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626 \ / _ — y — — — — — — — — — — — 626 919 berryhill rd.ste 101.charlotte,nc 28208
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624 624 NC Firm License#C-0560
622 0`�° o`�° 622
� �� CLIENT/OWNER
Wesley Chapel Rd-STATION 5+50.0 W W W W
620620 MILLS VENTURES, LLC.(R. DEAN HARREL)
50 -40 -30 -20 -10 0 10 20 30 40 50
5615 POTTER ROAD
MATHEWS, NORTH CAROLINA 28104
704.870.4614
SURVEYOR
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2013A VAN BUREN AVE.
EX.WW WIDTH 30.00' EX.WW WIDTH 30.00' INDIAN TRAIL, NORTH CAROLINA 28079
704.882.4222
634 634 WETLANDS
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PROJECT SIDE
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2 09/23/2022 COMMENTS JM/HN
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612 MILLS VENTURES, LLC.(R. DEAN HARREL)
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PAVEMENT REPAIR NOTES
82. The paving of this roadway shall be in accordance with the latest version of NCDOT Standard
Specifications, Sections 610, 1012 and 1020.The Contractor shall follow all procedures of the
Quality Management System(QMS)for asphalt pavement-Maintenance Version(see
ems://cc es _ ,yes; :ri csour� Yc20As h,_ Ilk — Pes n
It"400Mnniml.l, ).The Contractor must adhere to all testing requirements and quality control
requirements specified.The Contractor shall contact the NCDOT Division QA Supervisor prior to
producing plant mix and make the Supervisor aware that the mix is being produced for a future master planning . civil engineering
NCDOT road. Contact the District Engineer to determine the NCDOT Division QA Supervisor. urban design . landscape architecture
Only NCDOT approved mix designs will be acceptable. A Quality Control Plan shall be submitted 919 berryhill rd.ste 101.charlotte,nc 28208
(as Directed by the District Engineer)to the District Engineer's Office prior to asphalt production
utilizing form QMS-MV1, Failing mixes and/or densities are subject to penalties including 704.332.1204Firm L .License
#C-0560gn
monetary payments or removal and replacement. To minimize traffic queuing in construction areas, NC Firm License#C-0560
the possibility of traffic detours may be considered when working on high traffic routes even if
traffic control is used.The District Engineer may require traffic detours.
CLIENT/OWNER
83. When paving beyond utility installation is involved,a Roadway certification report sealed by a MILLS VENTURES, LLC.(R. DEAN HARREL)
Professional Engineer shall be submitted to the District Engineer's office indicating the following: 5615 POTTER ROAD
• Pavement thickness by type MATHEWS, NORTH CAROLINA 28104
• Pavement density,core and/or test locations 704.870.4614
+ Base tbickness
SURVEYOR
• Base density EAGLE ENGINEERING
• Subgrade density 2013A VAN BUREN AVE.
Test frequency and method shall be in conformance with the NCDOT Materials and Tests Manual, INDIAN TRAIL, NORTH CAROLINA 28079
Test must be performed by a Certified Technician including name and Certification number on report. 704.882.4222
WETLANDS
84. "Potholing"pavement cores to expose existing utilities shall be made with an 18"diameter LOWRYS ENVIRONMENTAL&ECOLOGICAL SERVICES
keyhole pavement core. Pavement core locations shall not be placed in the wheel path 1823 QUINN ROAD
whenever possible. Vacuum excavation shall be utilized to expose underground utilities. CHESTER, SOUTH CAROLINA 29706
Pavement cores shall be repaired within the same working day. The pavement core shall be
retained and reused to fill the core hole. GEOTECH
The excavation shall be backfilled and compacted with select material to the bottom of the SUMMIT ENGINEERING
3575 CENTRE CIRCLE DRIVE
existing pavement structure or as indicated by the District Engineer.The retained core shall FORT MILL, SOUTH CAROLINA 29715
be placed in the hole and secured with a waterproof,mechanical joint. If the pavement core is 704.504.1717
Missing or invalid reference damaged and cannot be re-used,the core may be replaced with the surface mix, S9.513. The FEMA
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Sheet. 1 The minimum pavement design for pavement repair shall be according to NCDOT Standard
Drawing 654.01. Refer to this sheet. The repair shall include milling and mechanical overlay
extent to be a minimum of 25 feet each side of the pavement repair area OR as directed by the
District Engineer.
Pavement cuts shall be repaired the same day the cuts are made unless an asphalt patch cannot
be accomplished the same day due to material availability or time restrictions. When the asphalt
o_
patch is not feasible, the following apply:
a. The pavement cut shall be filled to the surface with ABC stone or Flowable Fill per
r� NCDOT's Standards and Specifications.
b. Once the cut is filled, a minimum of a-inch steel plate shall be placed and pinned to
o prevent moving. Plates shall be designed large enough to span a minimum of 1-foot on
N all sides on the pavement cut.
pc. When flowable fill is used, it shall cure for 24 hours prior to any asphalt material
N placement. Flowable fill bleed water shall not be present during paving operations.
co Paving shall not cause damage(shoving, distortion, pumping, etc.)to the flowable fill.
d. Install and leave"BUMP"signs according to MUTCD until the steel plat has been PROJECT
01 removed. Once the flowable fill has cured, remove the steel plate, and mill/fill according M C C OY FARM
3 to the directions of the District Engineer.
e. All pavement cuts must be sealed with NCDOT approved sealant to prevent future
c pavement separation or cracking.
a
+, Any pavement damaged because of settlement of the pavement or damged by equipment used to
perform encroachment work, shall be re-surfaced to the satisfaction of the District Engineer. This
a)
E may include the removal of pavement and a 50' mechanical overlay. All pavement work and
pavement markings(temporary and final) are the responsibility of the Encroaching Party.
p WESLEY CHAPEL ROAD
Q WESLEY CHAPEL, NORTH CAROLINA
E
PROJECT NUMBER
O19076
O
DATE
I05/07/2021
00
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ISSUED FOR
a CONSTRUCTION DOCUMENTS
rn
REVISIONS
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Ld U NO REVISION, ORIGINAL
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j 1 REVISION PER 1ST CITY
L File: ..1..1..1 A.IDPR Dropboxl Data1CADIDetails+BlocksIDOT DETAILSIDOT-NCDO71DIV 11 - IND. PDFINCD td 1101. 11 Sht 2 of 4 Buffer and Sight distance.pdf 1 08/12/2022 COMMENTS JM/HN
REVISION PER 2nd CITY
Sheet: 1 2 09/23/2022 COMMENTS JM/HN
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F_ REVISION PER NCDOT
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w 3 07/05/2023 COMMENTS JM/HN
REVISION PER NCDOT
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/ 4 12/15/23 AND E&SC COMMENTS JM/HN
Q SCM 1 &ROADWAY
0 5 04/04/24 IMPROVEMENT REVISION JM/HN
CL NOTES 6 06/19/24 REVI W COMMENTS JM/HN
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1. NOTIFY NCDOT DISTRICT OFFICE OF START OF CONSTRUCTION 48
U HOURS IN ADVANCE. [phone])
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N 2. ALL EXISTING DRIVEWAYS, IF ANY, ARE TO BE KEPT OPEN AT ALL TIMES.
a�
�I 3. ALL LANES OF TRAFFIC ARE TO BE OPEN DURING THE HOURS OF 7:00
Q
a P.M. TO 6:00 AM, NIGHTLY.
PROJ. MANAGER: HN
4. FOR COMPLETE CONDITIONS AND REQUIREMENTS, REFER TO APPROVED DRAWN BY: JM
c
NCDOT ENCROACHMENT AGREEMENT. CHECKED BY: HN
0 5. ONLY NCDOT APPROVED MATERIALS MAY BE USED WITHIN NCDOT SEAL
Y
RIGHT-OF-WAY.
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RESERVATION
ea SEAL
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cD NCDOT RESERVES THE RIGHT TO LIMIT THE NUMBER AND LOCATION OF ACCESS
a POINTS FOR ANY FUTURE PROPOSED DEVELOPMENT THAT MAY OCCUR. .S, NGINE��°�
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N Sheet: 1
Sheet. 1 Call beforle you dig.
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COPYRIGHT©2020 DPR ASSOCIATES,INC.THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES,INC.AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED.NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE:24"X 36"