20230711 Ver 1_Supplemental Information_20230522

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May 22, 2023
U.S. Army Corps of Engineers N.C. Division of Water Resources
Wilmington Regulatory Field Office Wilmington Regional Office
69 Darling Avenue 127 Cardinal Drive Ext.
Wilmington, NC 28403 Wilmington, NC 28405
Subject: Preconstruction Notification
Masonboro Loop Road Multi-Use Trail
USACE SAW-2017-01780 and DWR No. 20190530
VHB, on behalf of City of Wilmington, respectfully requests review of the attached information, provided in support
of the Preconstruction Notification(PCN)for a previously permitted multi-use trail. Project construction was delayed
and the original NWP and WQC expired. We have enclosed the following information to assist with your review:
1. Figures: USGS and Soils Map
2. Project Photos
3. Project Construction Drawings
4. Agent Authorization
5. Permit Drawings
6. NC Natural Heritage Program Report
7. USFWS northern long-eared bat consistency letter
8. NCDWR and USACE previously issued permits
Thank you for your assistance with this project. If you have any questions or need additional information, please
contact Heather Smith [e-mail] [phone].
Sincerely,
Heather Smith
Senior Environmental Scientist
Venture 1
940 Main Campus Drive,Suite 500
Engineers I Scientists I Planners I Designers Raleigh,North Carolina 27606
P 919.829.0328
F 919.833.0034

ATTACHMENT 1: FIGURES

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2013 USGS Quadrangle Wrightsville Beach

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V 1977 Printed NRCS Soil Survey
Map Sheet 24

ATTACHMENT 2: PROJECT PHOTOS

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ATTACHMENT 3: PROJECT CONSTRUCTION DRAWINGS

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CITY OF WILMINGTON INDEX OF SHEETS - PHASE 1 CITY OF 1p"qlwl
NORTH CAROLINA 1 TITLE SHEET WILMINGTON
1A-1B LEGEND AND GENERAL NOTES
2 TYPICAL SECTIONS PROJECT NUMBER: ST E WART
END PROJECT' MASONBORO LOOP ROAD 2A-2C TYPICAL DETAILS 223S.WEST STREET,STE1100 FIRM LICENSE#:C-1051
PHASE 1 15 ST94 T919I3 0.8]SOTfiO3 pROJECTM:A1fi010.00
"; MULTI-USE TRAIL 3 - 3C SUMMARY SHEETS
s 4-7 PLAN AND PROFILE Client:
a PHASE 1 D-4 - D-7 DEMOLITION PLANS
3 EC-1 - EC#* EROSION CONTROL �1YOF TO
p LOCATION: TMP1-TMP3 TRAFFIC MANAGEMENT PLAN NOIYIHCAROUNA
FROM NAVAHO TRAIL TO X1-X21 CROSS SECTIONS CITY OF WILMINGTON
ENGINEERING DIVISION
P.O.BOX 1810
PARSLEY ELEMENTARY *REFER TO PHASE 2 PLANS FOR EROSION CONTROL PLANS. WILMINGTON,NC 28402
BEGIN PROJECT T910.341.78W
Capei ear PHASE 1,, ;�' SCHOOL PROPERTY LINE F91D.M1.5881
Academy
Project:
TYPE OF WORK:
GRADING, PAVING,
DRAINAGE, EROSION MASONBORO
VICINITY MAP CONTROL
LOOP ROAD
/ \ MULTI-USE
to TRAIL
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Issued for:
O 77 77,11
I PRELIMINARY-DO NOT
USE FOR CONSTRUCTION
3 MASONBORO LOOTMASO�7 P RD.
o LL 2
No. Date Description
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BEGIN CONSTRUCTION END CONSTRUCTION I (HORIZONTAL)
PHASE 1
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STA:9+56+.16 STA:62+19.86 0)I
❑ J I 0 200' 400'
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DESIGN DATA PROJECT LENGTH - PHASE 1
s DESIGN SPEED = 20 MPH LENGTH OF PROJECT= 1.00 MILES Projectnumber: A16010.00 Sheet:
Date: 05/03/2022
LEAN ANGLE = 20 DEGREES LENGTH OF BOARDWALK = NA Drawn by: SM/ED
0
Approved by: JM
FUNC. CLASSIFICATION = MULTI-USE PATH LENGTH OF BRIDGE = NA
a

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LEGEND AND ABBREVIATIONS**
STEWART
2235.WEST STREET,STE 1100 FIRM LICENSE p'.C-1051
SALEIGH,NC 27603 www.s�ewartinuwm
Note: Not to Scale 919.360.6]50 PROJECTH A16010.00
*S.U.E. = Subsurface Utility Engineering Client.
"Not all symbols shown are present in plans.
V 1 V1
BOUNDARIES AND PROPERTY: RAILROADS: VEGETATION: NORTH CAROLINA
State Line ---- Standard Gauge Single Trees 00 COMMUNICATIONS: CITY OFWILMINGTON
CSX TRANSPORTATION
ENGINEERING DIVISION
Count Line --- RR Signal Milepost Single Shrub o ® WIL IN�TON NC2aao2
y g p MILEPOST g Water Manhole
T9
Township Line Switch 0 Woods Line Water Meter yM F s l o,0.3159o]
� .a4l seal
swrrcH 1�
City Line RR Abandoned ———— Orchard Water Valve D4
Reservation Line RR Dismantled -------- Vineyard ab Water Hydrant Project:
Property Line Recorded U/G Water Line
Existing Iron Pin O EXISTING STRUCTURES: Designated U/G Water Line(S.U.E.*) ----w----
Property Corner RIGHT OF WAY: MAJOR: Above Ground Water Line MASON BORO
Property Monument ■ Baseline Control Point ♦ Bridge,Tunnel or Box Culvert ONG
Parcel/Sequence Number z® Existing Right of Way Marker Bridge Wing Wall, Head Wall coNcww COMMUNICATIONS: LOOP ROAD
and End Wall
Existing Fence Line -x x x- Existing Right of Way Line TV Satellite Dish oTV MULTI-USE
Proposed Woven Wire Fence ____0 Proposed Right of Way Line 4) MINOR: TV Pedestal © TRAIL
Proposed Right of Way Line with Head and End Wall CONCHW
Proposed Chain Link Fence X p 9 Y � TV Tower �
Iron Pin and Cap Marker Pipe Culvert
Proposed Barbed Wire Fence 6 p ---� U/G TV Cable Hand Hole
Proposed Right a Way Line with Footbridge >----- P HAS E 1
Existing Wetland Boundary ----WLe---- Concrete or Granite R/W Marker � Recorded U/G TV Cable �°
Proposed Wetland Boundary wLa Proposed Control of Access Line with �� Junction Box 9Designated U/G TV Cable(S.U.E.*) ----rv---
Existing Endangered Animal Boundary a Concrete C/A Marker Drop Inlet ❑ Recorded U/G Fiber Optic Cable o
a Existing Control of Access Catch Basin
Existing Endangered Plant Boundary E � Designated U/G Fiber Optic Cable(S.U.E.*) ----rvFe---
Known Soil Contamination:Area or Site Proposed Control of Access Paved Ditch Gutter
Existing Easement Line — E Storm Sewer Manhole O Seal:
Potential Soil Contamination:Area or Site- ?� GAS:
Existing Greenway Easement Line --cwE— c�
Storm Sewer Gas Valve D4 •'criR"'-.,,
Proposed Temporary Construction Easement E GM
BUILDINGS AND OTHER CULTURE: Proposed Temporary Drainage Easement- —TDE Gas Meter El
UTILITIES: Recorded U/G Gas Line 13328 Za
Gas Pump Vent or U/G Tank Cap X Proposed Permanent Drainage Easement- —PDE— GINE�? o
Proposed Permanent Greenwa Easement POWER: Designated U/G Gas Line(S.U.E.*) ---- RFy.•o o=
Sign p y PCE
Well Proposed Permanent Utility Easement PUE Existing Power Pole b Above Ground Gas Line cca=
Proposed Power Pole
Boring Location Proposed Temporary Utility Easement rue Issued for:
�� p y Existing Joint Use Pole -b- SANITARY SEWER: PREUMiNARv-Do NOT
Foundation
Proposed Aerial Utility Easement AUE
O Proposed Joint Use Pole Sanitary Sewer Manhole O USE FOR CONSTRUCTION
Area Outline Proposed Permanent Easement with
Cemetery
Iron Pin and Cap Marker 0 Power Manhole Sanitary Sewer Cleanout C9
0
Power Line Tower ® U/G Sanitary Sewer Line No. Date
Building - ---
Power Transformer ❑T Above Ground Sanitary Sewer acaa^I�a,vsewe, - __-- __--
School PAVEMENT AND RELATED FEATURES: Recorded U/G Power Line Recorded SS Forced Main Line
Church - ---- ----
Existing Edge of Pavement Designated U/G Power Line(S.U.E.*) ----P---- Designated SS Forced Main Line(S.U.E.*) ----Fss---- -_ ____ ----
Dam
Existing Curb
Pavement Removal ® TELEPHONE: MISCELLANEOUS:
HYDROLOGY: Existing Asphalt Pavement 0 Existing Telephone Pole Utility Pole O
Stream or Body of Water Proposed Asphalt Pavement 0 Proposed Telephone Pole + Utility Pole with Base El
Hydro, Pool or Reservoir --- Existing Concrete Pavement Telephone Manhole T Utility Located Object O
Jurisdictional Stream Proposed Concrete Pavement Telephone Booth TB Utility Traffic Signal Box Title:
Buffer Zone 1 BZ 1 Proposed Slope Stakes Cut F- Telephone Pedestal ❑TPED Utility Unknown U/G Line
Buffer Zone 2 BZZ Proposed Slope Stakes Fill `- Telephone Cell Tower � U/G Tank;Water,Gas,Oil 0 LEGEND AND
Flow Arrow Proposed Curb Ramp cR Recorded U/G Telephone Cable Underground Storage Tank,Approx. Loc. ct� ABBREVIATIONS
Floodway Fw Existing Metal Guardrail Designated U/G Telephone Cable(S.U.E.*) ----T---- A/G Tank;Water,Gas,Oil 0
Spring - Proposed Guardrail I I T T Recorded U/G Telephone Conduit T= Geoenviron mental Boring
Wetland Existing Cable Guiderail In In In Designated U/G Telephone Conduit(S.U.E.*) ----T_--- U/G Test Hole(S.U.E.*) ?
Project number: A16010.00 Sheet:
Proposed Lateral,Tail, Head Ditch Proposed Cable Guiderail Recorded U/G Fiber Optics Cable „e Abandoned According to Utility Records- AATUR Date: 0 5/0 312 0 2 2
False Sum ---,Fe__- Drawn by: WED 1 A
p m Designated U/G Fiber Optics Cable(S.U.E.*) - End of Information E.O.I. Approved by: JM

NOTES E--qw
GENERAL NOTES 2
1. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE APPLICABLE ADDITION TO THE PLANS,COMPENSATION WILL BE PROVIDED PER THE CONTRACT PROVISIONS. S T E WA R T
REQUIREMENTS OF THE CITY OF WILMINGTON AND THE JANUARY 2018 NCDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES. 21. ALL CONSTRUCTION PERSONNEL PARKING SHALL OCCUR OFF-SITE. NO PARKING IS ALLOWED ON THE 22-1WEST STREETSTEIINN FIRM LICENSEp C-1051
NEIGHBORHOOD STREETS. T91938 875D 9 ECT#A1601000
T919.3H,NCN PROJECT H.A1fi010.00
2. ANY DEMOLITION SHALL BE APPROVED BY CITY OF WILMINGTON INSPECTIONS AND ENGINEERING
DEPARTMENT. 22. THERE IS NO ADDITIONAL STAGING AREA PROVIDED BY THE CITY. STAGING SHALL BE CONTAINED WITHIN Client
THE LIMITS OF DISTURBANCE
3. ANY DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND IIfY OF
APPLICABLE STATE,TOWN,AND LOCAL CODES. THE CONTRACTOR SHALL OBTAIN ALL INSPECTIONS, 23. THE ENGINEER AND OR CITY DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED Vl11lJ1V
CERTIFICATIONS, PERMITS, EQUIPMENT, ETC.THAT MAY BE REQUIRED. WITH PROJECT AS SET FORTH IN THESE PLANS. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS NORTH CAROLINA
ARE DEEMED NECESSARY BY THE CONTRACTOR,DETAILS OF SUCH DEPARTURES AND REASONS THEREOF CITY OF WILMINGTON
4. ALL TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE OPERATIONS SHALL BE SUBMITTED TO THE CITY OF WILMINGTON IN WRITING FOR REVIEW. NO DEPARTURES FROM THE Po'6ox R1 Blo DIVISION
INCLUDING TREE REMOVAL, IN SUCH A MANNER AS TO CLEARLY AND ADEQUATELY SEPARATE ALL TREES TO CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE CITY OF WILMINGTON. w9L Q341ING 80 No z840z
T 910.341 ON,
F 9 0.341 5881
BE REMOVED FROM REMAINING VEGETATION.
24. SUPERELEVATION TRANSITION DISTANCE IS EQUAL TO 7 FEET UNLESS OTHERWISE NOTED.
5. CONTACT CITY OF WILMINGTON PROJECT MANAGER TO SET UP A PRE-CONSTRUCTION MEETING PRIOR TO Project:
LAND DISTURBANCE. TREE PROTECTION FENCING CAN AND SHOULD BE INSTALLED PRIOR TO 25. THE CONTRACTOR SHALL COORDINATE WITH THE US POSTAL SERVICE FOR ALL WORK ASSOCIATED WITH
PRE-CONSTRUCTION. THE REMOVAL, RELOCATION AND RESETTING OF MAILBOXES WITHIN THE PROJECT LIMITS.
6. NO GRADING SHALL OCCUR IN THE TREE PROTECTION AREAS OR TREE CRITICAL ROOT ZONES. 26. CONTRACTOR SHALL NOTIFY CAPE FEAR PUBLIC UTILITY AUTHORITY(CFPUA)REGARDING ANY BROKEN MASON BORO
WATER VALVE BOXES AND/OR CLEANOUTS,AND CFPUA SHALL PROVIDE AND INSTALL REPLACEMENTS.
7. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY CERTIFICATIONS, EQUIPMENT, ETC.THAT MAY BE LOOP ROAD
REQUIRED. 27. CONTRACTOR SHALL NOTIFY CFPUA OF ANY CONFLICTS BETWEEN THE PROPOSED STORM DRAINAGE AND
EXISTING WATERLINE,WHERE THE EXISTING WATERLINE NEEDS TO BE LOWERED TO ALLOW THE STORM MULTI-USE
8. THE CONTRACTOR MUST,AT ALL TIMES,KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE DRAINAGE TO BE INSTALLED. WATERLINE TO BE ADJUSTED PER CFPUA DETAIL WS-11 -PRESSURE MAIN AND
MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES,OR HIS WORK.ALL DEBRIS SHALL BE REMOVED STORM DRAIN CROSSING ON DETAIL SHEET 2C. TRAIL
FROM THE SITE ON A DAILY BASIS.
28. CONTRACTOR SHALL LOCATE ALL WATER AND SANITARY SEWER SERVICES ON THE PROJECT SIDE AND THE
9. RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY PROVIDER(S). LONG SIDE OF THE STREET. CONTRACTOR SHALL IDENTIFY ALL SERVICES THAT ARE IN CONFLICT WITH PHASE 1
PROPOSED STORM DRAIN PIPING AND STRUCTURES AND OTHER IMPROVEMENTS. CONTRACTOR SHALL
10. EXISTING UTILITIES AND STRUCTURES SHOWN BOTH UNDERGROUND AND ABOVE ARE BASED ON THE BEST COORDINATE WITH CFPUA IF ANY ADJUSTMENTS OR RELOCATIONS ARE REQUIRED.
AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BEGINNING
RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE CITY OF WILMINGTON'S COMPACTION NOTES
REPRESENTATIVE IMMEDIATELY.
11. CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO CONSTRUCTION.ALL STRUCTURAL FILL SHOULD BE COMPACTED IN ACCORDANCE WITH CURRENT NCDOT STANDARDS. TO CONFIRM Seal:
UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES DAMAGED DURING THAT THE SPECIFIED DEGREE OF COMPACTION IS OBTAINED, FIELD DENSITY TESTING SHOULD BE PERFORMED IN
�' EACH LIFT BY A SOILS TECHNICIAN. SEE PROJECT GEOTECH REPORT FOR MORE DETAILED INFORMATION.
F CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR.
C,
° 12. CONTRACTOR SHALL RESTORE ALL LAY DOWN AND STAGING AREAS TO ORIGINAL CONDITIONS AND TO THE THE PLACEMENT OF ANY FILL MATERIAL MUST BE CONDUCTED UNDER THE OBSERVATION OF A QUALIFIED = 13328 =
SATISFACTION OF THE CITY,PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
LICENSED GEOTECHNICAL ENGINEER AND UPON COMPLETION OF THE EARTHWORK ACTIVITIES THE CITY MUST FhGINE6@ o0
� ey"'o ,,,•••
m' BE PROVIDED WITH A FINAL GRADING REPORT THAT INCLUDES THE CORRESPONDING COMPACTION TEST •.....s 13. ANY EXCAVATION MUST BE FILLED IN AND TAMPED AT THE CONCLUSION OF EACH WORK PERIOD,AND RESULTS AND CERTIFIES THE TYPE OF FILL MATERIAL AND ITS PROPER PLACEMENT.
EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA. Issued for:
PRELIMINARY-DO NOT
g 14. CONSTRUCTION/SAFETY FENCING REMOVED TO FACILITATE ACCESS BY THE CONTRACTOR FOR USE FOR CONSTRUCTION
o CONSTRUCTION MUST BE REPLACED AT THE END OF EACH WORK PERIOD TO DIRECT PEDESTRIAN TRAFFIC 2018 NCDOT ROADWAY ENGLISH STD. DRAWINGS
AWAY FROM HAZARDOUS AREAS.
3 ROADWAY STANDARDS AS APPEAR IN"ROADWAY STANDARD DRAWINGS"HIGHWAY DESIGN BRANCH-N.C.
15. CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL ACCORDING TO PLANS AND OBTAIN APPROVAL FROM DEPARTMENT OR TRANSPORTATION-RALEIGH, N.C., DATED JANUARY,2018 ARE APPLICABLE TO THIS PROJECT
CITY'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE RESOLVED PRIOR TO AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: ---- ---- ----
w CONSTRUCTION.
DIVISION 2-EARTHWORK ---- ---- ----
Z 16. STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING FOR APPLICABILITY TO 200.02 Method of Clearing
EXISTING CONDITIONS PRIOR TO CONSTRUCTION.DEVIATION FROM ALIGNMENT DUE TO LARGE TREES OR DIVISION 3-PIPE CULVERTS
OTHER OBSTACLES ETC SHALL BE APPROVED BY THE CITY OF WILMINGTON. 300.01 Method of Pipe Installation
DIVISION 6-ASPHALT BASES AND PAVEMENTS
0 17. CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM WATER DRAINAGE AND PATTERNS 654.01 Pavement Repairs For Superpave Mix Types
o AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED OTHERWISE.ANY DISTURBANCE OF THE PATTERNS DIVISION 8-INCIDENTALS
OR STRUCTURES BY THE CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO CONDITION PRIOR 876.02 Guide for Rip Rap at Pipe Outlets
TO DISTURBANCE. DIVISION 9-SIGNING Title
904.50 Mounting of Type'D','E',and'F'Signs on'U'Channel Posts
18. CONTRACTOR SHALL REVIEW TREE REMOVAL WITH TOWN'S REPRESENTATIVE AND OBTAIN APPROVAL PRIOR DIVISION 11 -WORK ZONE TRAFFIC CONTROL GENERAL NOTES
TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL VEGETATION TO 3'BEYOND ASPHALT EDGE OF TRAIL SEE SHEET TMP1A
OR WITH IN REQUIRED DRAINAGE DITCHES.TRIM UP BRANCHES OF TREES TO PROVIDE 8'VERTICAL DIVISION 12-PAVEMENT MARKINGS, MARKERS,AND DELINEATION
CLEARANCE. 1205.01 Pavement Markings
DIVISION 16-EROSION CONTROL AND ROADSIDE DEVELOPMENT
19. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF WILMINGTON AND NCDOT STANDARDS. SHOULD A SEE SHEET EC-1
5 CONFLICT ARISE,THE ENGINEER SHALL DETERMINE WHICH STANDARD SHALL GOVERN. ADDITIONAL NCDOT STANDARDS NOT ON THE LIST ABOVE MAY BE REQUIRED AS PER PLAN DETAILS AND Projectnumber: A16010.00 sheet:
SPECIFICATIONS. Date: 0 5/0 312 0 2 2
20. CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND EROSION CONTROL MEASURES AS NEEDED Drroved by: JM SMIED
Appp roved 1 B
OR DIRECTED BY THE EROSION CONTROL INSPECTOR. IF ADDITIONAL MEASURES ARE REQUIRED IN
a`

VARIES-SEE VARIES SEE
CLi CROSS SECTIONS VARIES SEE FW'I
CROSS SECTIONS CROSS SECTIONS
5'AND 2' MULTI-USEPATH 2'
2' MULTI-USE PATH 2' LANE WIDTH
VARIES 2' 2' SHLD WIDTH-SEE TABLE SHLD
SHLD WIDTH-SEE TABLE SHLD (TO BE SEEDED) VARIES 1 1 S T E WA R T
EOP-LEFT EOP-RIGHT EOP-LEFT EOP-RIGHT
SEE TABLE SEE TABLE SEE TABLE SEE TABLE RALEIGWEST
127603 r,sTE1m9 FIRM LICENSE u:c-1�o mi
T 919.380.9]50 PROJECT#:A16010.00
ORIGINAL C'I ORIGINAL C
GROUND GRADE C1 GROUND GRADE ORIGINAL
GROUND Client:
POINT EXISTING 2,j POINT
z:7M R1 ROAD \ 1��< Mqk 21M E, \�` ¢7xoF
n ' qk 0.02 0.02 0.02 0.02 TO
0.02 0.02 0.02 0.02 0.02
ORIGINAL 1� / �W , -� \J ?'7 NORTH CAROUNA
GROUND 2 ` ' `` ` \ ORIGINAL tit \�� \� \ M ORIGINAL
�\ `" <'\. GROUND � ��\ `y\\ Zvi �` 1\ \yy`�y� �\ � y� GROUND CITY OFWILMINGTON
\\� ENGINEERING DIVI310N
P.O.BOX 7810
V1COMPACTED !�\ \ J1 � WILMINGTON,NC 28402
-I GRADE TO �� ,\!y�L�\.�\� Ta1o.a41.TeoT
SUBGRADE ``THIS LINE V1 GRADE TO COMPACTED F910.3415881
�
(95%MIN.) A COMPACTED SUBGRADE THIS LINE
SUBGRADE (95%MIN.)
(95r MIN.) TYPICAL SECTION#2-VARIABLE WIDTH ASPHALT MULTI-USE PATH Project:
TYPICAL SECTION#1-VARIABLE WIDTH ASPHALT MULTI-USE PATH WITH C&G NOT TO SCALE
NOT TO SCALE ALIGNMENT BEGIN STATION END STATION EOP- LEFT EOP- RIGHT MUP WIDTH NOTES
ALIGNMENT BEGIN STATION END STATION EOP- LEFT EOP- RIGHT MUP WIDTH NOTES -L- 9+56.16 10+05.00 4' 4' 8' V Shoulders MASON BORO
-L- 17+46.63 18+50.78 4' 4' 8' 1'Shoulder on LT -L- 10+05.00 10+65.00 4' 4' 8' 2'Shoulder on RT,no Shoulder on LT LOOP ROAD
-L- 40+54.00 40+95.00 4' 4' 8' -L- 10+65.00 10+80.00 4' 4' 8' 2'Shoulder on RT,1'Shoulder on LT
-L- 40+95.00 42+54.35 4' 4' 8' 1'Shoulder on LT,No Shoulder on RT -L- 11+40.57 14+50.82 5' S. 10, MULTI-USE
-L- 42+68.40 43+16.00 4' 4' 8' 1'Shoulder on LT,No Shoulder on RT -L- 14+59.93 17+36.94 5' 5' 10, TRAIL
-L- 43+27.89 46+00.63 2' 6' 8' 1'Shoulder on LT,No Shoulder on RT -L- 18+50.78 18+80.78 4'-5' 4'-5' 8'-10, 30'Taper,8'to 10'wide.
-L- 46+17.00 47+13.77 5' 5' 10, -L- 18+80.78 22+18.00 5' 5' 10,
-L- 50+17.44 51+04.80 5' 5' 10, -L- 22+18.00 22+30.00 5' 5'-3' 10'-8' 12'Taper,1'Shoulder on LT P HAS E 1
-L- 51+14.92 51+32.20 3' 5' 8' 1'Shoulder on LT -L- 22+30.00 22+60.27 5' 3' 8' V Shoulder on LT
-L- 51+42.22 52+06.33 5' 5' 10, -L- 22+97.55 23+20.00 4' 4' 8' V Shoulders
E
a -L- 60+57.55 62+11.86 5' 5' 10' Tie curb to existing curb -L- 23+20.00 23+30.00 4 -5' 4'-5' 8' 10' 10'Taper,8'to 10'wide
-L- 23+30.00 25+65.00 5' 5' 10, Seal:
0
o -L- 25+65.00 25+80.00 5' 5'-3' 10'-8' 15'Taper
L- 25+80.00 28+18.98 5' 3' 8'
-L- 28+80.94 28+95.00 4' 4' 8' Vertical curb as needed,1'Shoulders 1332e =
al VARIES SEE W -L- 28+95.00 29+05.00 4'-5' 4'-5' 8'-SO' 10'Taper,8'to 10'wide
CROSS SECTIONS ��''•,;?fy p;
�I CROSS SECTIONS VARIES SEE -L- 29+05.00 34+13.59 5' 5' 10,
I
0 2' MULTI-USE PATH 2' -L- 34+25.58 35+51.49 5' 5' 10'
Issued for:
SHLD WIDTH-SEE TABLE SHLD
o PRELIMINARY-DO NOT
-L- 35+61.70 37+33.29 5' 5' 10,
USE FOR CONSTRUCTION
ca EDP-LEFT EOP-RIGHT
o SEE TABLE SEE TABLE -L- 37+43.24 38+20.00 5' 5' 10,
3 Al -L- 39+59.29 40+41.25 5' 5' 10' No. Date Description
o ORIGINAL ORIGINAL
(2 GROUND GRADE GROUND -L- 47+13.77 48+33.13 5' 5' 10, -
o POINT - ---- ----
\ -L- 48+33.13 48+43.13 T-4' 5'-4' 10'-8' 10'Taper,10'to 8'wide
w 0.02 0.02, 0.02, 0.02 2• -L- 48+43.13 48+57.65 4' 4' 8' Vertical curb as needed _
'o
21M \ 2.•7 ORIGINAL GROUND OR
5 \ \ Mqk BOTTOM OF DITCH- L-
z ORIGINAL 48+76.87 50+04.00 4' 4' 8'
a \�\ \ \� SEE CROSS SECTIONS
GROUND -L- 52+06.33 54+27.70 5' 5' 10,
-L- 54+73.83 55+50.45 4' 4' 8'
,f I COMPACTED
3 V1 SUBGRADE GRADE TO -L- 55+50.45 57+70.41 2.5' 5.5' 8'
(95%MIN.) THIS LINE
-L- 57+70.41 60+28.58 4' 4' 8'
o Title:
TYPICAL SECTION#3-VARIABLE WIDTH CONCRETE MULTI-USE PATH
g NOT TO SCALE PAVEMENT SCHEDULE TYPICAL SECTIONS
S ALIGNMENT BEGIN STATION END STATION EOP- LEFT EOP- RIGHT MUP WIDTH NOTES Al PROPOSED 4"CONCRETE PAVEMENT WITH WELDED WIRE MESH Rl 2'CONCRETE CURB AND GUTTER
0
PROPOSED 2"ASPHALT CONCRETE SURFACE COURSE,TYPE
pI -L- 10+80.00 11+24.21 4' 4' 8' 1'Shoulders Cl SF9.5B,AT AN AVERAGE RATE OF 165 LBS.PER SQ.YD.
L- 38+29.86 39+39.16 5' S' 10' 1'Shoulder LT 31 PROPOSED 6"AGGREGATE BASE COURSE
Project number: A16010.00 Sheet:
-L- 39+49.24 39+59.29 5' S' 10' 1'Shoulder LT NOTES: Date: 05/03/2022
/03/2022
V1 TYPE IV WOVEN GEOTEXTILE SEPARATOR 1. TRANSITION SUPERELEVATION AS SHOWN ON PLANS. Drawn by: SM/ED
TRANSITION DISTANCE SHALL BE 7'PER 1%CHANGE. Approved b
Pa y JM
o T EARTH MATERIAL
2. MAINTAIN 8'VERTICAL CLEARANCE ABOVE TRAIL IF
a POSSIBLE,7'ABSOLUTE MINIMUM CLEARANCE.

METER SETTER i-\
WITH STAINLESS /
STEEL STIFFENERS 5/8"x3/4"METER STORM \\ INSET MATCH THICKNESS OF EXISTING ASPHALT(2"MIN.)
OR 1"METER SUPERPAVE S-9.SA(90%MIN.)OR
Z DRAIN/ 5-9.5B(927,MIN.)IN LIFTS.
a SINGLE METER BOX NOT TO SCALE
M \ CLEAN SQUARE
1"LINE I I l EXISTING PAVEMENT CUT w SINGLE W,TACK STEW R T
SERVICE
3 -� FORM CRADLE,FILL
8"ABC BASE(100%) 8"MIN.
1B' VOID NTH
3DDQ PSI 2235.WEST STREET,STE 1100 FIRM LICENSE#:C-1051
CURB STOP (MIN)CONCRETE RALEIGH,NC 27603 Mew ..R
12�SUBBASE(98%) T919.3BD.8T50 PROJECT#A16010.00
0. 12'
CORPORATION STOP I s l� 1-° - CUTBACK
WITH STAINLESS 3 CUTBACK
a STEEL STIFFENERS �I 1 \ _ / / OVERFILL(957)
1y \ SLOPE WALLS TO
O
ANGLE OF REPOSE talent:
PLAN 1 OR SHORING AS
I METER SETTER(CTSxCTS) g I FINISHED GRADE APPROVED BY ENGINEER VAR.
CfIY OF
$ PAVED METER BOX a
STREET SEE INSET TO
6 I E%ISTING STORM FILL,' PIPE
GRADE g DRAIN OR NORTH CAROLINA
i� �\�/.�//i HAUNCH STRUCTURE (es`o)
PIPE BEDDING VAR.
STORM CITY OF WILMINGTON
3 BEDDING, 6"MIN. 1 DRAIN NOTES: ENGINEERING DIVISION
_9"MAX. P.O.BOX 1810
AS SPECIFIED DIA.OF SEE 5. 1.CONTRACTOR SHALL ENSURE BOTTOM OF TRENCH IS SUITABLE FOR INSTALLATION AND WILMINGTON,NC 28402
s STORM DRAIN - -
y ; NOTE 1 T #57 STONE DOES NOT REQUIRE FOUNDATION CONDITIONING STONE. T910.341.7807
CURB STOP 1"SERVICE LINE, PIPE 12"MIN. F910.341.5881
BY CUSTOMER SEWER,FORCE 2.FILL SHALL BE SUITABLE MATERIAL THAT IS FREE FROM HEAVY CLAY, COMBOS,
OR WATER MAIN DEBRIS.ORGANICS AND LITTLE TO NO EXCESSIVE MOISTURE.
�3"CLEAN FILL ALL AROUND LINE
30'' SOLID BLOCK, 57 STONE 3.SELECT BACKFILL MAY BE SUBSTITUTED OR REQUIRED BY CITY TO ACHIEVE
X CONCRETE BEDDING AS COMPACTION,(I.E.#57,ABC,CRUSHED LIMESTONE,CLEAN SAND,FLOWABLE FILL,ETC).
1'SERVICE LINE. CTS-PE TUBING, ( FOOTING/PIER
SANITARY NEEDED TO Project:
WATER MAIN SDR 9 ASTM D2737(TYP.) � SEWER, (OR CONC. STABILIZE a.salt SHALL BE INSTALLED IN 6"-e"LIFTS AND COMPACTED BY A MECHANIZED
b BLOCK FILLED TAMPER(I.E JUMPING JACK),HOWEVER,VIBRATORY ROLLERS>18"WIDTH MAY BE
FORCE,OR FOUNDATION
CORPORATION STOP(SEE ABOVE) WATER MAIN WITH CONC.) 12"MIN.FROM USED FOR LARGER EXCAVATIONS. THE PLATE TAMP METHOD SHALL NOT BE USED.
i 8"MIN.
kNOTES. EDGE OF PIPE 5.ALL APPROVED CASTINGS SHALL BE SET FLUSH TO GRADE AND SUPPORTED IF
APPLICABLE.
SECTION s 1. PIPELINE BRIDGING REQUIRED FOR VERTICAL SEPARATION LESS THAN 18"PER STATE 6.COMPACT MATERIALS TO MINIMUM%DENSITY SHOWN IN DIAGRAM AS DETERMINED BY
a NOTES: STANDARDS. A MINIMUM SEPARATION OF 6"REQUIRED BETWEEN ANY TWO UTILITY PIPES. THE STANDARD PROCTOR METHOD ASTM D-698-A FOR SOILS; AND ASTM D-698-C MASON BORO
6 1. NO JOINT SHALL BE INSTALLED BETWEEN THE MAIN SERVICE TAP AND THE METER € 2. NO PIPE JOINTS ON STORM DRAINS BETWEEN PIERS. FOR ABC STONE; AND BY NUCLEAR GAUGE OR CORE SAMPLE FOR ASPHALT.
STOP. ALL SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN. 7.CUTBACKS OF ASPHALT SHALL BE PREPARED ON EDGE OF EXCAVATION OVER TOP OF LOOP ROAD
2. SERVICE SADDLES ON PVC MAINS SHALL BE WIDE BAND BRASS BODY. UNDISTURBED SOIL.
3. METER BOXES SUBJECT TO TRAFFIC LOADS SHALL CONFORM TO ASTM A48,CLASS
30B AND AASHTO H2O LOAD RATING STANDARDS.
3 4. WATER SERVICE LINE SHALL TERMINATE 18"WITHIN RIGHT-OF-WAY LINE. MULTI-USE
5. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY
CORNER. a
6. SERVICE PIPING AND METER SETTER TO BE CENTERED IN THE METER BOX. TRAIL
1 STANDARD DETAIL
'DETAILL NO: DETAIL GTO
SINGLE WATER SERVICE CONNECTION- CAPE FEAR PUBLIC UTILITY AUTHORITY B`^I-A DETAIL CAPE FEAR PUBLIC UTILITY AUTHORITY ,/o,EITAI nDRAWWRY PAV�'MENT REPAIRS- I.W
TYPICAL SHORT-SIDE CONNECTION x ENTCENTERO E •Y 1 O swATER..Ew OPIPEL�ESR zas GOVERNMENT oaIVF YYS-1 L UTILITY CIJ'I'S CITY OF WILMINGTON
CFPUA DETAIL GTON,NC x640 SHEET NO: WILMINGTOrv,NC 2R403 ENGINEERING OFFICE
SCALE:NOT TO SCALE 3 GFFI _ ERGFPVA DETAILCATE: SHEET NO: 212 OPERATIONS CENTER DRIVE PHASE 1
�EMI91#Iaa2$66#3RI OFFI I910I3526580
ovovzozl su,wamenia.sl,aTama6uiry.saNma. SCALE:NOT To SCALE ovovzozz - SCALELMIN�s of 3 ai iem SD 1-OS
51ewaNSM1lp.Buslainabiliry.Bervice.
NOTE:REPLACE METER BOXES WITH HEAVY DUTY TRAFFIC BEARING BOX
AND LID WHEN LOCATED IN MUP,WITHIN 2'OF MUP,OR IN DRIVEWAYS.
E
a
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Seal:
0
SIGNS C
`"?�N.«
1.All signs shall meet the requirements of MUTCD and City Traffic Engineering in effect at _
a
the time of construction. -
13328 =e
a 2.All Traffic Control Signs including multi-use paths shall be fabricated with 0.080 inch FN 1,P ATE
VERTICAL CURB NO CURB F' .«;NE
aluminum blanks using high intensity prismatic reflective sheeting Type IV or better.STOP ".,,R O g
w NEX TOP CAP signs shall be a minimum of WNW".
°I Chestnut s< 9"
STD P 2'-6" u 3.SPECIAL DESIGNATION signs by location and type shall adhere to City of Wilmington
signage plan(is.downtown,historic,cross-city trail,parks,riverfront,scenic by-way,parking,
p 2' MINISTREET NAME SIGN etc.)and all associated policies.
6'-12 WITH BRACKET Issued for:
2"NEX POST
TEE DECORATIVE 6 6 4.POST MOUNTED STREET NAME SIGNS shall be fabricated with length
aluminum
� (DECORATIVE) r TYP. PRELIMINARY-DO NOT
POST- street name sign blanks using a standard cut-out.Minimum sign length is 18"long and
TTT 7' MIN. DIRT increasing in 6"increments to 54"maximum as dictated by the number of letters in the name. USE FOR CONSTRUCTION
O TTT CONCRETE OR The color scheme shall be white letters on a green background without a border.Generally,
0 BRICK SURFACE III in the downtown and historic areas or as designated in the City of Wilmington signage plan
the background shall be blue and contain a topper.
No. Date Description
o ROOT T y y- y y T 6'- '. �� 5.Decorative sign posts shall consist of the NEX sign support system,2"octagonal tube,14
IY ZONE ... ..L 2, NEx LOCKING gauge,powder coated glossy black and include cap,post,base and wedge.
' WEDGE
e 6"ANTI-SPIN 6.All other signposts shall be -channel posts made of galvanized steel with 8'posts 2lbs/ft
Ti•i TT NEX POSTPo 9 P -
BRACKET
Ty T 12" BASE or 12'posts 31bs/Tt.Galvanized NEX post may be substituted with approval from the City -
rn 5 CONCRETE Signs and Markings Engineer. -
WASHED q57 sroNE easE 7.OVERHEAD STREET NAME SIGNS shall be fabricated with 0.080 inch aluminum flat sign
rn TY T Pwceo OVER TOP of blanks 18"in height using a standard cutout.Sign length will be dictated by the number of
Z RoOT zoNE letters in the name.For mast-arm type traffic signal supports and other overhead support
WELDED WIRE MESH SLOPE CURB YP 9 PP PP
a systems refer to the design plans for maximum sign length.
LID, � 5
8.All sign lettering,colors and fonts shall adhere to the MUTCD in effect at the time of
PS CLEARED A PREPPED construction.Florescent Yellow-Green shall be used on signs,in place of Yellow,when listed
SURGRAOE �{ as an optional color in the MUTCD.Generally,the font will be FHWA series fonts(Highway
3 NOTES: Gothic.)Other font types require prior City Signs and Markings Engineer approval.
❑ 1-REINFORCE SIDEWALK LOCATED BY ENGINEER.
Q 2-ALL OTHER CITY OF WILMINGTON STANDARD SIDEWALK DETAILS APPLY, 4' MIN. LOCATION
°�. 3-WELDED WIRE MESH SHALL BE 6x6 W T0/4.0 AND FREE OF 7' MIN.
OIL,DIRT AND DEFECTS AND PROTECTED FROM DAMAGE. WIRE 2" U-CHANNEL
C, SPLICES SHALL OVERLAP 12 INCHES AND BE TIE TOGETHER AND 9.Sign locations depend on the edge of road Condition.Generally,signs shall be a minimum
o9R S
U
PPORTED IN POSITION. DIRT 2'from face of a vertical curb,4'from front of slope face curb,and 6'from edge of pavement Title:
a } without curb.Signs shall not be located more than 12'from any of these locations.
3' 10.Signposts installed in dirt shall be buried a minimum ID 86".Octagonal posts shall utilize
$ an anti-spin device,6"in length minimum.Sign posts installed in Concrete or brick shall TYPICAL DETAILS
utilize a base cast in concrete 24"x 12"diameter.
0
n -DETAILS snow vARlous TYPES AND LOCH ION, BUT NOT 11.Street name signs shall be installed 8'-6"from the ground to the bottom of the sign.Street
NALL COMBINATIONS. name signs co-located with STOP signs shall be installed above the STOP sign.A 6"space
shall be maintained between the STOP sign and a Street name sign that is parallel to the
o STOP sign face.All other signs should be mounted per MUTCD guidelines for Urban Areas.
c STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL
aTYoe arroF arroe
DATE: NOVEMBER,20N GTON DATE: NOVEMBER 2011 GTON DATE. NOWMBER,ILU GTON
REINFORCED NORTxcAROLTNA STREET SIGNS oxrH aouNA STREET SIGNS NORTH CAROL NA Project number: A16010.00 Sheet:
DRAWN BY 1SR CITY OF WILMINGTON ENGINEERING DRAWN BY 1SR CITY OF WILMINGTON ENGINEERING DRAWN BY R T.TD LOCATION CITY OF WILMINGTON ENGINEERING Date: 05/03/2022
SIDEWALK Po Box 1RUO AND LOCATION RO Box 1810 AND Po Box 1810 A�
CHECKE➢BY BDR,P.E. WILMINGTON N.C.28402 CHECKED BY BDR RE WILMINGTON,NC 28402 CHECKED BY BDR P.E. WILMINSTON,NO 28402 Drawn by: SM/ED 1
[phone] [phone] [phone] Approved b
scncE NOT Toscra SD 3-100 scacE NOT To scAw SHEET 1 of2 SD 15-03 SHEET 2 of2 SD 15-03 pP y
0
a

d
x RAMP W/ CURB RETURN RAMP W/ DEPRESSED CURB
A
z
RIFLED EXPANSION JOINT FILLED EXPANSION JOINT
rw'I
o
NE wRE A A 30 S T E WA R T
MINI or �ONry O1-1 SIDEWALK LAN I N G 1/1'EXPA SION SIDEWALK LANDING 1�2"EXP SION A A B B
yy rvp vnrvsl°ry sol JOINT(TY JOINT(TY 2235.WELT STREET,STE 1100 FINVUCENSEtt:G1051
C[T-1, �sl0x RALEIGH,NO 27603 steweNnc.mm
T 919.38D.8]50 PROUECTN:A16010.00
DT­
PLAZA OR OTHER
C C7 JOINT cancN c"u" wcx)� ON,No1 PLAZA OR OTHER rJ
NON-WALKING SURF C NON-WALKING Client:
Rtl 'z a s Lrc J01M JdN1 01 E B �/R=1.5' C SURFACE C CONTROL JOINT
XHAN
y b y 9 a°wr FILLED EXPANSION JOINT
t"' z d t7 B TxEN xrelEE ° 11l ooWBrEBI°u J01M ��°C TIN x.DI°E Pax. B WARNING A WARNING A OUNDED CONCRETE1 SCORE ¢tT OF TO
Y uu Wnx Es) E -No' 1 °EPreEEEION� DOMES DOMES SURFACE NORM CAROUNA
n } T
N I j xPANs°x MINTCx�°L 1.5f0.5% 1.0-8.3%(30"MAX RISE) �,I 4 "J �— /4 CITY OF WILMINGTON
O aAiNIN j JaNT 1 B c xE 4' mIn + ENGINEERING DIVISION
�� P.O.BOX 1810
N
�C 4' MINA SECTION B-B �2" W910IN178N07NC28402
RAMP F 91 D.341.5881
c,mEE uxE LANDING CURB AND GUTTER
efo� ITBB MIN. LANDING WIDTH = RAMP WIDTH 2 SECTION A-A SECTION B-B
cx,TEu UNE A PUS-N.T.NEIP°N-T.s MAX SLOPE 2% IN ANY DIRECTION
o v=gym°E. -°EPT„.E x EPNNrvNEN,A4.° S�oN- . SECTION A-A
MIN
Nc cures a cuT,cre murvwn°x s.CxC ur xE sr 1Mur�so°w rviTs) EPRESSED HOFES: 1. JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS. Project:
nvvao,N°. s'rvsmoN BE
's c uNns) SECTION C—C CURB 2. SANITARY SEWER CLEAN-OUTS,WATER METERS, MANHOLES,AND VALVE LIDS TO BE
vuu=s.TreA ,=2, WARNING DOMES LOCATED OUTSIDE SIDEWALK WHERE FEASIBLE.
1.6-24"(TYP)
0'2 3. MINIMUM SIDEWALK WIDTH TO BE 6' MINIMUM IF PLACED AT BACK OF CURB,
W - RESIDENTIAL DRIVEWAY PLAN 0000000000000 4. CONCRETE FOR ALL SIDEWALKS(EXCEPT ANY PORTION CONTAIN WITHIN A DRIVEWAY MASON BORO
w 91y0/ O 00000000000000 T TRUNCATED DOMES APRON) SHALL BE CLASS"A"-RS IS PSI.
Ly 000000000000000 2' MIN BASE DIAMETER 0.9-1.4" 5, MINIMUM REPLACEMENT FOR REPAIRS IS A 5 X 5' PANEL
000000000000000 TQP B DIAMETER 50_60% LOOP ROAD
00000000000000 OF ASE(TYR) 6. 4"STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS
1.6-z.a"(lYP) 00000000000000 1
7. MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12"
L
d RAMP WIDTH MULTI—USE
r m sioex 8. MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1
WARNING DOME NOTES: 1.
N,Eo1 xnrvsmaN USE CONTRASTING COLORS RED OR BLACK ON WHITE PAVEMENT.
2. USE CAST IN PLACE PAVEF�S FOR NEW CONSTRUCTION. 9. MIN GRADE FOR PROPER DRAINAGE IS 1% IN AT LEAST 1 DIRECTION. MAX CROSS
3 MATS ARE PERMITTED FOR RETROFITS. TRAIL
m K co ° SLOPE IS 2%. MAX LONGITUDINAL SLOPE IS 8.3%, 10%IF LIMITED BY EXISTING
"„ . RUBBER conlDlnolNs,OR No GREATER THAN
_ 4. LANDING AND RAMP WIDTH MAY BE REDUCED TO 3' WHERE SPACE THE SLOPE OF THE EXISTING ADJACENT ROAD.
IS LIMITED AND DESIGN IS APPROVED BY THE CITY ENGINEER.
<b m a N r cure""Du"x STANDARD DETAIL STANDARD DETAIL
DATE: DHCEmBeR,2Dm A/��ore GT� DATE:OCTOBER,2DlD G
PERPENDICULAR CURB NOR H RO NA x°RTHC R°R A PHASE 1
SECTION B-B - DRAWN: PH/JSR CITY OF WILMINGTON ENGINEERING DRAWN: PH/JSR CITY OF WILMINGTON ENGINEERING
RAMP PO BOX DENG SIDEWALK RO BOX 1810
h7 CxEC ED: DEC WILMINGTON N.C.28402 CHECKED:DEC WILMINGTON N.C.28402
SCALE NOT TO SCALE ADJACENT TO PLAZA [phone] SCALE NOT TO SCALE [phone]
C � SD3-08 SD 3-10
E by t11
iv y�.b cn z a N EN ��ry JN.Am6 °xI SAT EI°Ewe
y o
a
9 Iy-I r ­1c
n Seal:
r 0 d t7 PIAC,-1Es OBLIQUE VIEW 1/2"FILLED EXPANSION JOINT
MO (� Y xe VERTICAL CURB AND GUTTER
m t' CONTRACTION JOINT
(�j�- ns cu
L� • STANDARD PARALLEL
3 N CvV G xc area reDu� (1/4' X 1' DEEP SCORE) CAR ,
LINE
CROSSWALK �'�'
O 9 (e�0si i oupcun 1°LINE)'L° eouNwm N"T1 on"aw.. _ 8 _v _ 13329 =e
rreo.aTrcre ONE ACRoss oevR.ss oN E ,Ex vR 10 P.
dI UNNP
°R (vue EEiLOP 6'MIN.W/APR OVAL :,wv,r,R Op6•
w eFo^ NCLEI DR c Msi°P
oz EPreEENION N TxIC" 5 R_T
c Cs 7R= ON Issued for:
s=P") R=1j� T uNE LINE 4 �. + PRELIMINARY-DO NOT
3 A sy `ESN°°° a E„ R=,..(TMP) .F -s' USE FOR CONSTRUCTION
c0
1 HIGH VISIBILITY
0 W - accreecn.c T ,,yy,, _ SPECIAL EMPHASIS
° �T T 1z xs - CROSSWALK
CROSSWALK
a
m0 SECTION A-A `— 24" IANE LINE p' 2' No. Date Description
VERTICAL CURB AND GUTTER SLOPE CURB TT —
c -—�- - 8
1�219 i 1]{" y. R=3" -fib I-E-1-e" �^ 8-10' 10,
—
o n�oa
m o.wE°T o ".E E.°.NEEx w ==
_; _ -1' 8" E �� SEE
N Tea 1 L j
5
o
a r Nc~o'z�'a a., T
a ..
oyaH+H - Are.asE c° D. EI �- TOP BAR ONLY
o,NT 6EAu'N PN0 �2412'�-11 1�12' B °E CouRs////E••
3 .TxEmex.r NE Eiu,xEEx MEDIAN VERTICAL CURB AND GUTTER VERTICAL CURB GRANITE CURB
-------------
o .� fi'a� T51DE�" " 1r�T 1-TYPICAL CROSSWALK DIMENSIONS ARE PROVIDED FOR REFERENCE. ALL
4a i . °°NE E o N �E c J LL (rvP) s s� ?" APPLICATIONS SHALL CONSIDER PEDESTRIAN, BICYCLE AND TRAFFIC Title:
a>_ + CONDITIONS AND ARE SUBJECT TO ADA GUIDELINES AND MATERIAL
W w cBE"N,E BNSE c°uxsE s" SPECIFICATIONS. LAYOUTS SHALL BE DIRECTED BY THE ENGINEER.
m z= METHOD OF TIE IN 3 o g 1 �woREwTEB EwURr 2-GENERALLY, STANDARD PARALLEL CROSSWALKS TO BE USED AT SIGNALIZEDWNN TYPICAL DETAILS
g o s m a w 12" F-12" INTERSECTIONS OR WHERE CROSSWALK TRAFFIC OR CONFLICT POINTS ARE
'^In D w,TW.x Er IA xxrvEwnv cxwE 1xT of ns IN VALLEY CURB HEADER CURB
o ti.. w 3 AVERAGE. SPECIAL EMPHASIS CROSSWALKS AND HIGH VISIBILITY CROSSWALKS
n° m N N.IVEN.NWE.E.T_pElo ""i0`°GE°F F%STMG F w w NSEEs:1.EXPANSION JOINT MATERIAL To COMPLY WITH CURRENT NCDOT STANDARDS ARE NEEDED AT BUSY SIGNALIZED INTERSECTIONS AND WHERE BICYCLE AND
G N w R 2.50'MAX EXPANSION JOINT SPACING,10'MAX CONTRACTION JOINT SPACING PEDESTRIAN TRAFFIC REQUIRES INCREASED VISIBILITY.
PARTIAL PLAN OF 4"CONCRETE SIDEWALK o C1
mE z 3.MINIMUM INSTALLATION LENGTH IS 5 R.
T p�' 4.CONCRETE TO BE 3000 P51 MIN
0 S D r'2'i C1 3 5.VERTICAL CURB AND GUTTER BASE CAN BE SLOPED 3/4"OR USE A FIAT BASE
r s�aAss,v s Lecr mATe xc,xee z° STANDARD DETAIL STANDARD DETAIL
x� �a �O�N GTO
•I TNIInr,Pi.-.1EMI N _ DATE: AUGUST,2011 DALE: FEBRUARY,2012
NEC N PaN. oxTHc rcoLwA CROSSWALK NOATH RO NA Project number: A16010.00 Sheet:
ucE Sr DIANE—JoENT niNWa TI...ns gINE.T[o DRAWN:PB/JSR DRAWN BV l9R
CURI31NG CITY OF WILMINGTON ENGINEERING CITY OF WILMINGTON ENGINEERING Date: 05/03/2022
I—ETo.EENT­ oIN,J01 T ' V nnllVll Po BOX 1810 PAVEMENT MARKINGS Po Box 1S10
ucE rvBI.E IN xo,TME.1.or coxcreE,E s,°—N. CHECKED:DEC WILMINGTON N.C.28402 CHECKED BY BDR,P.E. WILMINGTON,NO 28402 Drawn by: SM/ED 1'V{
[phone] (91IN 341-7807
vAT ErEx.TN.xN Jo=NT,„ACE E.P.NETCN scorn xor To scALe SD 3-11 SCALE xor To scALE SD 11-11 Approved by: JM
a
SHEET
E848001

12"OR SMALLER RESTRAINED JOINTS LENGTH
PVC OR DIP AS REQUIRED USING
CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES: WATER OR FIELD APPLIED SYSTEMS BY EBAA
FORCE MAIN IRON OR EQUAL(TYPICAL EACH SIDE)
1. ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY 15'MAX. 15 MAX.
AUTHORITY(CFPUA) WATER DISTRIBUTION AND SANITARY
SEWER COLLECTION SYSTEMS, AS SHOWN AND SPECIFIED STORM
HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM q F"-DRAIN S T E WA R T
Q TO STATE RULES AND THE CFPUA'S MINIMUM TECHNICAL \ \ � \ 3'MIN.-
STANDARDS THE CFPUA MINIMUM TECHNICAL STANDARDS ARE _ / / / i
i CONTAINED IN THE CURRENT DESIGN GUIDANCE MANUAL, PAVED AREA UNPAVED AREA 6 8" 5' MAX COVER
m MATERIAL SPECIFICATION MANUAL, TECHNICAL SPECIFICATIONS € MIN. T 223 s.WEST STREET,STE 1100 nRMUCENSE#:C-1nb1
FOR CONSTRUCTION, AND STANDARD DRAWING DETAILS. a LL RALBGD.87K boa MeweM.-2. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS ;�A
DES
FUSED HDPE T919.3B0.3]50 PROJECT#:A16010.00
STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN a FUSED MJ ADAPTER CONTINUOUS 45'VERTICAL
" TRAFFIC AREAS. a & KIT DRISCOPLEX OR FUSED BENDS(TYP.)
3. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO LID MARKED "WATER"(WATER MAINS) EQUAL WHERE HDPE Client:
§ MAIN AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE. SEWER LID MARKED "SEWER" FORCE MAINS CONNECTING HEAVY LOAD
SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE _ ( )
PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE q TO DIP METAL LOAD PLATE PRIMARY c(TYOF
Y 'a' OR PVC C-900 GASKET
MANHOLE AND TERMINATE 18" INSIDE RIGHT-OF-WAY UNE. LID FLUSH W/FINISHED GRADE e
4. ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS g PRECAST CONCRETE COLLAR (TYPICAL EACH END) O
PAVEMENT REPAIR g (SEE ADAPTER
g SHALL ALSO BE CONSTRUCTED OF DIP. AS REQUIRED FINISH GRADE TO REVEAL BUTT FUSION END MJ SLEEVE OR NORTH CAROUNA
5. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE LINE ON COLLAR COUPLING INSET) OF MJ ADAPTER MJ PIPE
FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW -"• METAL
DEVELOPMENTS. �/ SCREW TYPE HDPE PIPE STIFFENER CITY OF WILMINGTON
/ /� ENGINEERING DIVISION
„ 6. NO FLEXIBLE COUPLINGS SHALL BE USED. / VALVE BOX W/LID s P.O.BOX 1810
7. ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316. WILMINGTON,NO 28402
8. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM 3'-0" MIN. /// T910.341.7807
ALL PROPERTY CORNERS. E' GASKET RETAINER F910.341.5881
DETECTION TAPE
1 9. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM HEAVY DUN RETAINER STANDARD 316SS
0 THE PROPERTY CORNER. ) GLAND RING T-BOLT
10.UNUSED SERVICES SHALL BE ABANDONED. ABANDONED WATER o TRACER WIREADAPTER COUPLING INSET
SERVICES SHALL BE DISCONNECTED FROM MAIN.
11. A MINIMUM OF 10'OF MAIN LINE, 5'UPSTREAM AND 5' _ Project:
DOWNSTREAM SHALL BE REPLACED FOR NEW SEWER SERVICE n
a CONNECTIONS TO EXISTING CLAY GRAVITY SEWER MAINS. a NOTES:
12.A MINIMUM OF 20' OF MAIN LINE, 10'UPSTREAM AND 10' a M.J. GATE VALVE 3 1. MAY BE USED AS AN ALTERNATIVE TO CFPUA STANDARD DETAIL WS-10(STORM
DOWNSTREAM SHALL BE REPLACED FOR NEW CUT IN a CROSSING) WITH APPROVAL BY CFPUA. SHALL NOT BE USED FOR DITCH CROSSINGS.
MANHOLES ON EXISTING CLAY GRAVITY SEWER MAINS 2. NO SERVICE CONNECTIONS, VALVES, TEES, ADDITIONAL FITTINGS OR APPURTENANCES MASONBORO
13.PROVIDE A MINIMUM DISTANCE OF SIX(6) INCHES BETWEEN '= SHALL BE INSTALLED ON HDPE.
EDGE OF MANHOLE CORE HOLES AND MANHOLE BARREL g 3. 45'VERTICAL BENDS MAY BE ELIMINATED IF OFFSET CAN BE ACHIEVED BY DEFLECTING
JOINTS. PROVIDE A MINIMUM DISTANCE OF SIX(6) INCHES ay PIPE WITHIN MANUFACTURER'S MAXIMUM BENDING RADIUS.
BETWEEN EDGES OF CORE HOLES. CORING THE MANHOLE CONE NOTES: 3 4. HDPE SHALL BE MINIMUM OF DR-11 (200 PSI), DIPS, PE 4710, BLUE POTABLE WATER LOOP ROAD
IS NOT PERMITTED MAINS AND GREEN SEWER FORCE MAINS. INSTALLATIONS IN PUBLIC RIGHT-OF-WAY ARE
14.WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT 1. TRACER WIRE SHALL PENETRATE VALVE BOX THROUGH DRILLED SUBJECT TO NC DOT REQUIREMENTS, WHICH MAY INCLUDE USE OF DR-9 HDPE. I I I SHALL BE BURIED AT A MINIMUM OF THREE(3)FEET AND A w HOLE APPROX. 6" BELOW GRADE WITH MINIMUM 2-FEET EXTRA 5. 45'VERTICAL BENDS MAY BE FUSED BY SUPPLIER PRIOR TO DELIVERY TO SITE. M V LT I-V S E
MAXIMUM OF FIVE(5)FEET BELOW FINISHED GRADE. DEPTHS LENGTH COILED IN THE VALVE BOX. SEE WS-6. 6. THE HDPE CROSSING ASSEMBLY SHALL BE PRESSURE TESTED PRIOR TO ACTIVATING.
GREATER THAN FIVE(5)FEET MUST BE APPROVED BY CFPUA. c ' ABOVE GROUND PRESSURE TEST MAY BE ALLOWED WITH APPROVAL BY CFPUA.
p 15.ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE 3 TRAIL
INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE
LARGEST DIAMETER PIPE. z
)
"e DETAIL: DETAIL NO: "__ DETAIL: DETAIL NO: DETAIL'. DETAIL NO:
STANDARD NOTES CAPE FEAR PUBLIC UTILITY AUTHORITY CAPE FEAR PUBLIC UTILITY AUTHORITY PRESSURE MAIN AND CAPE FEAR PUBLIC UTILITY AUTHORITY
xEp nN Pux xPx Faa xaE , WS-14 VALVE DETAIL WS-5 WS-11 PHASE 1
z p o o s 235 GOVERNMENT CENTER DRIVE _ 235GOVERNMENT CENTER DRIVE STORM DRAIN CROSSING-HOPE 235 GOVERNMENT CENTER DRIVE
WILII.E:ON.NC 2B9a3 - WILMINGTON.NO 2B903 - - WILMINGTON.NC 2B903
CFPUA DETAIL DATE: SHEET NO: CFPUA DETAIL DATE: SHEET NO: CFPUA DETAIL DATE: SHEET NO:
SCALE:NOT TO SCALE OFFICE:[phone] SCALE:NOT TO SCALE OFFICE:(91 013 9 2-8 5 6 0 SCALE:NOT TO SCALE OFFICE:[phone] -
01/01/2021 01/01/2021 oiroi/2021
St-M,hip.Su-inability.Service. St-M,hip.Su-inability.Service. Ste It,h,.Su,Winabllity,Service.
E
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c6 NOTE 8 18" MAX.
PUMPING AND HOSE FIRE HYDRANT
CONNECTION EQUAL TO CFPUA ;.•'�tN,,,C ,I,��.,
STANDARD WITH 5" STORZ 7'y
3 CONNECTION FACING ROADWAY
v BREAK RING, $ AT THE It IN R/W, OR 13328 =°
0- a EMENT w SIZE VARIES AS F
E I ABOVE FINISHED GRADE g DIRECTED BY CITY
z INSID CFPUA EAPPROVAL - =,,nRGIHE O
w COMPACTED cD g OR NCDOT „ Y D 1,.••O
01 ? BACK FILL 24"x24"x4" "C/O"SHOWN ON LID LANDSCAPE TIMBER TO a NNN
COMPACTED THICK CONCRETE _E
BACK FILL COLLAR THREADED PLUG W/\\, MARK CONNECTION
2" SQUARE NUT ON CAP q FRAME&COVER
2'-0' R EXISTING ASPHALT
Issued for.
GRADE 18" MIN. 3
SCREW TYPE VALVE c PRELIMINARY-DO NOT
ED
BOX W/LID, LID A USE FOR CONSTRUCTION
MARKED "WATER" �` �$
p �, //\%/• \ \//�30" MINIMUM DEPTH 8" AIR GAP a _ EXISTING SUB-BASE
6" M.J. GATE VALVE 4'-0" MINIMUM DESIGN ENGINEER
'f VERTICAL N1 (OPEN LEFT) CLEAN TO VERIFY IF SUFFICIENT '��
3 SHOE \✓ SEE OUT BOX MAX. 8" OF BRICK OR - �� PRECAST ECCENTRIC TOP
y / FEMALE FOR EACH SERVICE �� No. Date Description
.NOTE 5 SEE NOTE 3 W/LID s
ADAPTER FOR LESS THAN 4'-0" DEEP 2 2 4", 6"PRECAST
SPECIAL PRIOR APPROVAL LEVELING RINGS
ONE PIECE 4X4 4:" BY CFPUA IS REQ.'D. _
DI FLANGE OR 6X6X4 i
t' STACK
CONNECTIONS COMBINATION
ONLY 3' MIN. `-VARIES.
p ,. VAA/A i% � DI PIPE VARIABLE SLOPE
rn '> /• FIELD APPLIED JOINT RESTRAINT E
z = �'f; - �� Y9" PER FT MIN.
a 2 n O / #57 STONE FILL (SEE NOTE 1) X%6" E g
(7 CF MIN.) MJ TEE 1 18"I.G. NIPPLE
&GLUED CAP PIPE MATERIAL:
SECTION
SWE P u
SOLVENT WELD PVC 1120 90. a
ASTM D-1785
p m STONE ELBOW 1
8 i FILL z
NOTES s
c 1. JOINT RESTRAINT SYSTEMS SHALL BE WEDGE ACTION STYLE FOR DI.
m - 2. WHEN HYDRANT LEGS REQUIRE FULL LENGTH PIPE SECTIONS, OVER BELL RESTRAINT SYSTEM g Title:
'a SHALL HAVE 316 STAINLESS STEEL HARNESS AND FASTENERS.
g p 3. CONTINUOUS 316 STAINLESS STEEL RODS(TEE TO VALVE AND VALVE TO HYDRANT)MAY BE & NOTES: ¢
USED WITH COR-BLUE MJ T-BOLT AND GASKET KITS, AS AN ALTERNATIVE. TYPICAL DETAILS
$ 4.
HYDRANT AND VALVE SHALL BE PLACED OUTSIDE DITCH LIMITS. 1. FOR PRIVATE 8" SERVICES, MANHOLES ARE REQUIRED FOR CONNECTION TO
5. WEEP HOLES OPEN AND UNBLOCKED TO DRAIN. a
v SYSTEM AND AT THE PROPERTY LINE, WITH REQUIRED EASEMENT.
o 6. MJ TEE SHALL BE RESTRAINED ON EACH SIDE OF MAIN PLUS MAIN VALVES, FITTING, OR 3
JOINTS WITHIN 10-FEET OF MJ TEE. 2. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 12 FEET FROM ALL PROPERTY
loA 7. TRACING WIRE SHALL EXTEND ALONG HYDRANT LATERAL AND UP TO FINISHED GRADE WITH ') CORNERS.
2-FEET EXTENDED ABOVE THE BREAK RING OF HYDRANT.
0 B. HYDRANT TO UTILIZE A VERTICAL SHOE WHEN INSTALLED 5'IN DEPTH OR GREATER.
3
m + DETAIL: DETAIL NO:
DETAIL: DETAIL NO: ;. ^y DETAIL'. DETAIL NO:
1p w CA PE FEAR PUBLIC UTILITY AUTHORITY SEWER SERVICE LEANNECTION- CAPE FEAR PUBLIC UTILITY AUTHORITY S-13 9 CAPE FEAR PUBLIC UTILITY AUTHORITY
FIRE HYDRANT ASSEMBLY W-g TYPICAL CLEAN-OUT 235 GOVERNMENT CENTER DRIVE MANHOLE RIM ADJUSTMENTS S-15
235 GOVERNMENT CENTER DRIVE � WI 235 GOVERNMENT CENTER DRIVE Project number: A16010.00 Sheet:
CFPUA DETAIL DATE: WILMINGTON,NO 2B90 SHEET NO: = CFPUA DETAIL DATE: LMINGTON,NC 2B403 SHEET NO: CFPUA DETAIL DATE: WILMINGTON.NO 2B9a3 SHEET NO: Date: 05/03/2022
OFFICE:1910)33265803 - SCALE:NOT TO SCALE OFFICE:[phone] - - OFFICE:19101332-8580 /�/�
SCALE:NOT TO SCALE 01/01/2021 01/0112021 SCALE:NOT TO SCALE O1I01/2021 - Drawn by: --
SCALE. Suatainability.Service. 5lewartlship.Suslainability.5ervica. Stews hip.Sustainabllity.Service. A roved b: --
PP Y
o NOTE:REPLACE CLEAN-OUT BOXES WITH HEAVY DUTY TRAFFIC BEARING
0. BOX AND LID WHEN LOCATED IN MUP,WITHIN 2'OF MUP,OR IN DRIVEWAYS.

COMPUTED BY: VHB DATE: 11712021 PROJECT NO. SHEET NO.
CHECKED BY: VHB DATE: V712021 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION A,6DID.DD
DIVISION OF HIGHWAYS
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project S T E WA R T
construction stakeout.
See"Standard Specifications For Roads and Structures,Section 300-s•. LIST OF PIPES,END WALLS,ETC. (FOR PIPES 48 INCHES& UNDER)
223 S.WEST STREET,STE 1100 FIRM LICENSE#:C-1051
MLEIGH,NC 27603 www.steweNnc.mm
T919.380.8750 PROJECT#:A16010.00
U
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ENDWALLS i ABBREVIATIONS
m io v+ m io
w i re o o y z
STATION i o - DRAINAGE PIPE C.S.PIPE R.C.PIPE R.C.PIPE r F'- LL s x FRAME, o Client:
w _ (RCP,CSP,CARP,HOPE,or PVC) CLASS III CLASS IV c� .o,a -' M GRATES, �'y
�= C.B. CATCH BASIN
838.11 OR o o" o i a AND HOOD a '� N.D.I. NARROW DROP INLET
��T7¢1Y OF �O
o w STD.838.80 !- STANDARD e y W
y o W. 0 (UNLESS CrB40.03 " `•! w DI DROP INLET
GRATED DROP INLET
�_ rc NOTED y m w w 0 u G.D.I. NARROW SLOT) NORTH CAROIJNA
OTHERWISE LIN. o w (
p z o o� a rc z G.D.L(N.S.)
0 o FT. m H ~ r c IS JUNCTION SO%
SIZE cai 12' 15" 18" 24" 30" 36" 42" 48" a w 12" 11" 11" 24' 30" 36" 42" 48" 12" 15" 18" 24" 30" 36' 42" 48" 12" 15" 18" 1" 1" 36" 42" 48" S 0 0 CU.YARDS - 6 ss w 0 u > w E' J'B' CITY OF wILMINGTON
o u = rn - A B h r o a i_ g z z `-' m S TRA FIC BEALRING
U _ _ `� F i m m T B.HD.I ENGINEERING DIVISION
V g J j = Op = 3 3 d m - - WIL INGTON,NC 28402
THICKNESS - n a - ? o TYPE OF a o a m p 3 i a a o o u E J m a DROP INLET T910.341.7807
0 3 _ _ _ rc u ¢ g T.B.J.B. TRAFFIC BEARING F910.341.5881
OR GAUGE O o i i i i - _ _ ' x o GRATE m w w m o
G.
qa q6 i JUNCTION BOX
< _ _ o c c c c c c w ' f a z z 0
E E US
E F G o ti ti ti ci ti ti ti ¢ f i c0i $ - REMARKS
13+00-L- CL 401 22.80 22.70 28 Project:
17+27-L- RT 402 403 21.95 20.90 128 32
18+50-L- RT 403 25.36 20.90 1 1 1 USE CITY STD.2-21 FOR F,G 8 H
18+50-L- RT 403 406 20.90 20.30 64
19+00-L- 404 22.70 20.45 ' ' ' M AS O N B O R O
19+00-L- CIL L 404 406 20.45 20.30 28
19+50-L- RT 405 406 21.55 20.30 32
19+12-L- RT 406 25.00 20.30 , , , LOOP ROAD
19+12-L- RT 406 407 20.30 zoos ao 40
27+85-L- RT 501 1 21.98 1 21.68 1 1 1481 1 132 MULTI-USE
34+10-L- RT 502 20.73 20.68 24 20
34+42-L- CL 503 21.30 20.67 28 TRAIL
35+45-L- RT 601 20.46 20.41 24 22
36+00-L- CL 602 20.00 19.90 28
37+48-L- RT 603 20.65 20.61 20 18
38+41-L- RT 604 20.83 20.78 24 21
39+57-L- RT 605 21.06 21.01 24 18 PHASE 1
40+75-L- RT 607 606 21.33 21.23 32 22
40+75-L- RT 607 24.22 21.33 1 1 1 USE CITY STD.2-21 FOR F,G 8 H
40+95-L- LT 608 23.50 21.43 1 1 1
E 40+95-L- CL 608 607 21.43 21.33 32 22
y 42+25-L- RT 609 24.49 21.79 1 1 1 USE CITY STD.2-21 FOR F,G 8 H
42+25-L- RT 609 607 21.79 21.33 152 123
n 42+25-L- LT 610 24.20 21.95 1 1 1 1 Seal:
n 42+25-L- CL 610 609 21.95 21.79 16
c 43+00-L- RT 611 24.49 22.01 1 1 1 , USE CITY STD.2-21 FORF,G8H
43+00-L- RT 611 609 22.01 21.79 72
72 "••��'CY��•� �./
43+10-L- LT 612 24.30 22.05 1 1 1
43+10-L- CL 612 611 22.05 22.01 20
v, 13328 =
dl 44+10-L- CL 613 614 23.20 22.06 24 2 108
44+10-L- RT 614 24.77 22.06 1 1 1 USE CITY STD.2-21 FOR F,G 8 H """'"Rf y D•,,•
g 44+10-L- RT 614 615 22.06 21.87 64 95
44+75-L- RT 615 24.78 21.87 1 1 1 USE CITY STD.2-21 FOR F,G 8 H
0I 44+75-L- RT 615 617 21.87 21.77 32
0 45+10-L- CL 616 617 22.90 21.77 20
c Issued for:
45+10-L- RT 617 2430 21.77 1 1 1 2 4 USE CITY STD.2-21 FOR F,G 8 H
45+10-L- RT 617 618 21.77 21.51 84 120 PRELIMINARY-DO NOT
45+95-L- RT 618 24.88 21.51 1 1 i USE CITY STD.2-21 FOR F,GBH USE FOR CONSTRUCTION
3 45+95-L- RT 618 619 21.51 21.23 92 1 64
0
46+90-L- RT 619 1 24.98 21.23 11 1 1 USE CITY STD.2-21 FOR F,G 8 H
3 46+90-L- CL 619 620111
1 21.23 21.14 28 1 8
0 48+25-L- RT 621 621A L22.50
21.51 24
No. Dale Description
48+25-L- RT 621A 24.03 1 1 1
48+52-L- RT 621 621A 21.23 132 153
48+52-L- RT 621 24,11 1 ----
y 48+54-L- CL 622 621 21.56 20 7
O SHEETTOTALS 28 160 60 28 28 0 0 404 532 244 16 9 3 6 0 4 4 1 9 0 0 2 2 0 1101
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s DRAINAGE SUMMARY
0
0
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Project number: A16010.00 Sheet:
Date: 05/03/2022
Drawn by: SIM
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COMPUTED BY: VHB DATE: 11712021 PROJECT N0. SHEET N0.
CHECKED BY: VHB DATE: 11712021 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION A16010.00
DIVISION OF HIGHWAYS �J
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project S T E WA R T
construction stakeout. �j jy1
LIST OF PIPES,END WALLS,ETC. (FOR PIPES 4b' 4:X INCHES UNDER) 223 S.WEST STREET,GTE 1100 FINMLICEW-C-1051
RALEIGH,NC 27603 www.steweNnc.mm
T 919.38D.8750 PROJECT#:A16010.00
o
ENDWALLS a o ABBREVIATIONS
wia ono
0 o =o e Client:
STATION i o a a DRAINAGE PIPE C.S.PIPE R.C.PIPE R.C.PIPE '- LL x FRAME,
W J rc (RCP,CSP,CARP,HDPE,or PVC) CLASS III CLASS IV is F F,�'_'. GRATES, r m C.B. CATCH BASIN
W F w w c c 838.110R � ' o i a AND HOOD ig r N.D.I. NARROW DROP INLET CfIY OF TO
c, rc ao z STD.838.80 !' STANDARD u w
840.03 o DROP INLET
y z z (UNLESS o o m D.I. NORTH CAROLINA
NOTED y ,�, w o y ^• H '~'. G.D.I. GRATED DROP INLET
z i OTHERWISE LIN. e rc rc �' o m w �? (NARROW SLOT)
o e o m w 22 "' i r G.D.L(N.S.)
FT. ' 'a F ..� w o qa ti JUNCTION BOX CITY OF WILMINGTON
SIZE a V V o w [7 F .n > y U' `m J'B' ENGINEERING DIVISION
cJ 12" 15" 18" 24 30" 36" 42" 48" n a n w 12" 15" 18" 26" 30" 36" 62" d8" 12" 15" 18" 26" 30" 36" 42" 48" 12" 15" 18" 26" ##p### 48" j .2 - CU.YARDS -- o Lo gg gg gg ¢¢ 6 z 3 MANHOLE
p C y A 8 h p 3 ul 3 c' F 3m _ pm g M.H. WIL INGTON,NC 28402
O.BOX 1810
o o o x po ' o a _ TRAFFIC BEARING T910.341.7807
z is a a o: o 0 o x ,'� m m i T.B.D.I.
w w w w a s ? o x DROP INLET F910.341.5881
THICKNESS g z z o o o TYPE OF z e 3 2c m o 3 3 rc ` Q a qa a o S2 g T.B.J.B. TRAFFIC BEARING
OR GAUGE o o z i - _ i< T
x o GRATE m w w w g - - w y o
a _ Q JUNCTION BOX
6 " - "
m [o
] a _ _ G G G G G G G m g g Q u
x ci E F G o d c4 c5 c9 c5 u c& rc u rc z coi coi _ REMARKS Project:
48+92-L- RT 702 621 21,65 21.56 40
48+92-L- RT 702 24.40 21.65 1 1 1 1 43
48+87-L- CL 701 702 22.90 22.00 16
49+75-L- RT 703 24.30 21.81 1 1 1
49+75-L- RT 703 702 21.81 21.65 76 1 24 M AS O N B O R O
50+40-L- RT 704 24.83 21.95 1 1 1 1 USE CITY STD.2-21 FOR F,G&H
50+40-L- RT 70 703 2. 21.81 64 112 LOOP ROAD
50+40-L- LT 705 24.00 222.0000 1 1 1
50+40-L- CL 705 704 22.00 21.95 24
51+27-L- RT 706 25.05 22.14 1 1 1 1 10 USE CITY STD.2-21 FOR F,G&H MULTI-USE
51+27-L- RT 706 704 22.14 21.95 88 87
706 22.70
52+00 L- RT 708 25.03 22.29 22 14 20 1 1 1 1 USE CITY STD,2.21 FOR F,G&H TRAIL
52+00-L- RT 708 706 22.29 22.14 72 88
52+25-L- CL 709 708 22.50 22.29 36 8
52+75-L- RT 710 24.80 22.45 1 1 1
52+75-L- RT 710 70B 22.45 22.29 11 72 1 1 58
53+83-L- RT 711 25.40 1 1 PHASE 1
61+00-L- RT 1 7141 EX 1 1 22.23 22.07 32
61+00-L- RT 714 25.48 22.23 1 1 1 USE CITY STD,2-21 FOR F,G&H
E 62+00-L- RT 715 714 22.68 22.23 96 2 360
^y 62+00-L- RT 715 25.68 22.68 1 1 1 USE CITY STD.2-21 FOR F,G&H
(V
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PRELIMINARY-DO NOT
3 USE FOR CONSTRUCTION
3
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No. Date Description
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%� SHEET TOTALS 0196 0 0 0 0 0 128 72 340 9 6 1 4 0 2 2 0 0 1 0 1 0 7 1 0 1 0 1 1 0 790
5
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o Title:
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o
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Date: 05/03/2022
G Approved by: JM 3A
0
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RIGHT OF WAY AREA DATA STEWART
PARCEL TOTAL AREA AREA TAKEN AREA REMAINING TEMP CONST. PERM.DRAIN. PERM.UTILITY
NO. PROPERTY OWNERNAME(S) (AC) (SQFT) (AC) EASEMENT(SQ FT) EASEMENT(SQFT) EASEMENT ISO FT) 223s.WEST STREET,STE1100 Fir-CENSEu:closl
RALEIGH,127603 www.steweNnc.mm
T 919.3- PROJECT N:A16010.00
1 COBLE CHRISTOPHER R 0.51 3,601 0.43 936
2 JACKSON DENNIS L ETAL 0.89 1,810 0.85 1,762
Client:
3 BELL CHARLES T REBECCA A 2.31 9,840 2.08 4,040
4 WILLOWICK HOA 22.60 12,326 22.32 4,568 rT=oF T"
5 WELLS SHAWN J STACY L 0.41 2,545 0.35 1,555 1 O
NORTH CAROUNA
6 QUARANTO ROCCO B JR CYNTHIA M 0.39 1,822 0.35 312
CITY OF W
7 STRICKLER RICHARD DONNA BAGGETT 0.35 1,554 0.31 280 ENGINEERIINGINGTON DIVISION
P.O.BOX 1810
8 DO PHONG CHAU THI M NGUYEN 0.27 1,695 0.23 281 T 910I3417807NC 28402
F 910.3415881
9 UNIVERSITY GROUP INC 0.38 1,942 0.34 1,781
10 WALKER CHARLES L SR TRUST 1.06 1,531 1.02 1,440
11 MULLINS HAROLD DIANE L 0.99 1,504 0.96 1,152 Project:
12 HARDEEBARRYT 1.34 1,342 1.31 2,021
13 EVANS LARMONTE L 1.27 1,243 1.24 1,853
14 BLANCHARD DEBORAH A 1.19 1,424 1.16 1,965 M AS O N B O RO
15 WILLIAMS WYONIA E 1.10 1,616 1.06 2,110 LOOP ROAD
16 WILLIAMS EARL DORIS A 1.04 1,375 1.01 1,762
17 MARTIN RITA ROBINSON 0.97 83 0.97 1,004 MULTI-USE
18 DIXON RUDOLPH ETAL 1.21 -- 1.21 1,486
19 DURANT HERBERT JR 0.52 0.52 908 TRAIL
20 TYREE CARLOTTA 0.47 0.47 1,298
21 SANDERS CARLOTTA JANE HRS 0.45 -- 0.45 1,777
22 EVANS ELIZABETH S 0.39 148 0.39 1,455 PHASE 1
23 MS MHP LLC 6.91 2,782 6.85 1,634
24 PAINTER ROBERT A ROBERTA M ETAL 1.14 1,025 1.12 1,408
a 25 SINGLETARY E L HRS 2.03 468 2.02 1,244
a
26 WALKER DELORES 1.93 503 1.92 1,265
N
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NEW HAN CNTY BD OF EDUCATION 16.69 22,833 16.17 5,913
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Date: 05/03/2022
Drawn by: SM/ED ^(R
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1p"41TABLE 1 -SIGNAGE SUMMARY TABLE 2-PERMANENT DITCH SUMMARY
TYPE OF SIGNS
Bottom Min.Depth Type of
SIGNAGE SYMBOL: S T E WA R T
Alignment Station to Station LT/RT Foreslope (FT) Backslope (FT) Lining
A -L- 11+62 to 13+00 RT 2:1 1 2:1 1 SC150
z \ -L- 14+75 to 17+20 RT 2:1 2 2:1 1 SC150 223 G.WEST STREET,GTE 1100 FIRM LICENSE#:C-1051
a
��VJJ TTT��V// RALEIGH,NC27603 steweNnc.mm
Z :
Y - • -L- 19+50 to 19+75 RT 2:1 2 2:1 1 SC150 T919.380.87K PROJECT#A18010.00
o z A- 19+75 to 22+10 RT 2:1 1 2:1 1 SC150
o uCOMMENTS
z z LL a s A- 25+75 to 27+80 RT 2:1 2 2:1 1 SC150
Client:
o ° N W 11-15 A- 29+35 to 40+40 RT 2:1 1 2:1 2 SC150
o o g e 30"x 30" °�°F
L 22+57.00 L 12 1 ,III -OR TO
L 28+21.00 L 13 1 SIGN A NORTH CAROUNA
L 54+24.00 L 10 1
CITY OF WILMINGTON
L 60+22.00 L 13 1 ENGINEERING DIVISION
P. .BOX 1810
SUBTOTAL: 4 WILMINGTON,INC 28402
SIGNAGE SYMBOL: A T 910.341.7807F910.341.5881
DITCH
NATURAL BACKSLOPE
GROUND Project:
—DITCH
2 FORESLOPE MIN.D=SEE TABLE MASO N B O RO
B=SEE TABLE B DITCH LINING-
SEE TABLE LOOP ROAD
PERMANENT DITCH TYPICAL SECTION MULTI-USE
NOT TO SCALE
NOTE:USE NORTH AMERICAN GREEN SC150 SLOPE MATTING OR SIMILAR FOR ALL TRAIL
SLOPES.
PHASE 1
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o Title:
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s SIGNAGE AND
o DITCH SUMMARY
0
0
0
Project number: A16010.00 Sheet:
Date: 05/03/2022
Drawn by: SM/ED ^(
G Approved by: JM V C
2
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NIF \ \
MASONBORO LODGE COA \ y,
D.B.5432,PG.514 -- -- --
C.P.B.18,PG.100
PARID:R07205-005-00004-000 / \
STEWART
/ \\\\ G 223 S.WEST STREET,STE 1100 FIRM LICENSE#:C-1051
EXISTIN 12"DIP
O 7 y I / Y\ FAIL IGH,NC 27603 eweNnc.mm
(LOCATION PER CFP A T919.360.6]50 PROJECT N:A1s01 a.a0
RECORD DRAWINGS)
m a /
EXISTING VARIABLE WIDTH I I O l O \\ 1Y\
Client:
PUBLIC SIDEWALK&UTILITY EASEMENT \ N'
(P.B.54,PG.359) N/F \ WF ]2
y DENNISETAL SON N/F TRANSITION FROM WILLOWICK HOA
ETAL CHARLES T.BELL& h"\ 8'TO 10'WIDE D.B.5719,PG,1974 QIY OF TO
v D.B.9907,PG,E7066 REPLACE AND MATCH REBECCA A.BELL \ \ MULTI-USE PATH P.B.57,PG.7 1
P.B.52,PG.244 PARID:R07200-001-004-000
j N/F uj PARID:R07200A01-004-000 EXISTING DRIVEWAY AND \ PARID:R07200-007-048-000
W I EXISTING GRADES-CONFIRM \ � �"'""'" TWILLOWICK W NORTH CAROUNA
a CHRISTOPHER R.COBLE I �Oa TH#2(APPROXIMATE) PG.306) o
�'- EXISTING 30'PRIVATE SEE DLOCATEOTAILOSD 3A3,SHEET 2B PROPOSED DRIVEWAY PROPOSED DRIVEWAY N SITE3?p]\ STA:19+05.51 O 72) o
_ D.B.5284,PG.2456 d
II P.B.54,PG.359 I _� SEE DETAIL SO 3-03, PG \ OFF:0.00' �3 0
^� PARID:R07200.001-006.000 v ACCESS EASEMENT �n SEE DETAIL SO 3-03, ?4p TOP OF PIPE=4A0 FT o CITY OF WILMINGTON
m I (P.B.52,PG.244) c PIPE SHEET2B SHEET2B / \ ENGINEERING DIVISION
/N \ _BELOW EXISTING GRADE 3 3 P.O.BOX 1810
401
{ CONNECT TO O P ,,,,,,I WILMINGTON,INC 28402
J,-./ I V II �I EXISTING WALK M 10'WIDE _ PROP.28 LF OF i \ 2f \ PROP.2��P OF u�j N rnj iN F T 910.341.7807
I f Z MULTI-USE PATH _ 12"RCP 15 RCP 34 M W F 910. 1.5881
22+0 v 2
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PJG FS
- FO_
T+ ' z MASONBORO
OUT-1029' PIPE PIPE Z
MASONBORO LOOP RD. 8'PVC WATERLINE PIPE
_ gS 8'WIDE STA:13+10.72 CB 407,: 405' J
12 MULTI-USE PATH VARIABLE WIDTH PUBLIC 402' 14 403 21 L) LOOP ROAD
RIM-24.2 - OFF:10.81'R 1 PROP.32 LF OF
INV=10.55' - -- BELOW
OF EXISIPE TING
GRADE
-- - - - JB-18"RCP -- - Q
BELOW EXISTING GRADE PROPOSED DRAINAGE DITCH END 2'CTA SD-3-11 q08
SY
SEE TABLE2,SHEET 3 -L-STA:18+50.78 PROPOSED DRAIN El ITCH
1.32'RT PROP.4 LF OF \ SEE TABLE2,SHE 3B MULTI-USE
BEGIN PROJECT MATCH XISTING DRIVEWAY WIDTH WHEN PASSIBLE p OP.64 LF OF 24"RCP
-L-STA:9+56.16 18'RCP CLASS B RIP RAP EXIST GUY WI E
E 3TONS TO BE AD TEO TRAIL
END PA H BEGIN P TH GITTExiaE
-L-STA:11+24�21 -L-STA: 1+Q0.57 PROPOSED DRAINAGE DITCH
SEE TABLE2,SHEET 3B 18 REP ADJUST
FOF
ADJUST SIDE DITCHES
FOR PROPOSED PIPE
8'WIDE INSTALLATION
Curve Table-L- Curve Table-L- Curve Table-L- MULTI-USE PA rH PHASE 1
Curve No. A Length Tangent Radius PC PT Curve No. A Length Tangent Radius PC PT Curve No. 4 Len9th Tangent Radius PC PT BEGIN 2'C&G SD-3-11 \\
Ci 80°39Y4" 10.59 5.85 10.00 9+71.63 9+82.21 C9 2°18'08' 1.21 0.80 30.00 14+69.34 14+70.55 C17 20°22'05" 7.11 3.59 20.00 19+62.52 19+69.63 -L-STA:17+5.70
12.96'RT
E 02 25°24'31' 8.87 4.51 20.00 10+80.47 10+89.34 C10 12'03'46' 4.21 2.11 20.00 16+01.70 16+05.91 C18 36°15'55" 12.66 6.55 20.00 19+71.04 19+83.69
m C3 23'1Z40" 8.10 4.11 20.00 10+95.63 11+03.73 C11 11'44'43' 4.10 2.06 20.00 16+30.28 16+34.38 C19 16°18'58" 5.70 2.87 20000 19+88.23 19+93.92
C4 21'1910'54' 8.37 3.23 25.00 11+48.87 11+57.24 C12 16°59'03" 13.34 5.0 45..0 17+38.17 17+10.50 C21 15°48'55" 5.52 2.78 20.00 21+6441 21+73.63
86
N CS 19°11'14" 8.37 4.23 25.00 11+4g.8] 11+57.24 C13 1]°OT07' 29.88 15.05 100.00 17+36.1] 1]+68.05 C21 29°5359" 10.44 5.34 20.00 21+63.42 21+]3.66
Seal:
C6 1°13'23" 4.27 2.13 200.00 12+30.62 12+34.89 C14 2'33'45' 4.47 2.24 100.00 18+17.78 18+2225 C22 16°13'02" 5.66 2.as 20.00 21+78.20 21+83.86
C] 2°72'10" 2].87 13.94 ]25.00 12+86.11 13+13.99 C15 17°19'55- 18.15 �OO 19+00.4fi
C8 2°23'19" 4.17 2.08 100.00 14+pg.93 14+14.10 C16 19-44'08' 20.67 19+33.75
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3 40 40 No. Date Description
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0 30 - aw - _ - - - - - 30
5 25
20 20 0 50' 100'
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3 15 EXISTING DRIVEWAY EXISTING DRIVEWAY EX.WATERLINE,SIZE UNKNOWN, 15
Q 4.10 FT TO TOP OF EXPOSED UTILITY.
EX.8"PVC WATERLINE 0 10' 20'
1 O VERTICAL LOCATION APPROX.FROM TH#1 1 O
c ISTING DRIVEWAY I
Title:
5t -E�- 5
s PLAN AND PROFILE
9+56 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
0
0
0
Project number: A16010.00 Sheet:
Date: 05/03/2022
Drawn by: SM/ED [Ay
G Approved by: JM T
2
a

-L-STA:29+00.34,159'L
TRANSITION FROM W11-15,30"x 30"
10'T08'WIDE
MULTI-USE PATH
-L--15,30+55.09,79'L S T E WA R T
W11-15,30"X 30" EXISTING 15'PRIVATE
-\ TRANSITION FROM UTILITY 8 DRAINAGE EASEMENT /
8'T010-WIDE (P.B.42,PG.161)
MULTI-USE PATH 223 8.WEST STREET,STE 1100 FIRM LICENSE tt:C-1051
ADJ TCURB AND GUTTER AT 10 T919.3RAL H,87 27693 smwA1601mm
TRANSITION FROM / � T919.389.8]59 PROJECT N:A1sb1a.a0
1YTO 8,WI
TR BROOKE DR.CROSSING.
THE PARK AT WILLOWICK / \\\ \ MULTI-USE PATH ADJUS IRRIGATION AND LIGHTING / O �]3; NIF /
RIM=26.67' HIGH HIGH VIS \ C�2J EXISTING 10'DRAINAGE 8 RELOCATE EXISTING FIRE /CHARLD L.WALKER SR.TRUST
NIF / D.B.5599,PG.2004 Client:
INV=17 77' CROSSWALK AND STOP BAR., HIGH VISIBLE NO-TRACK ROCCO BERNARD UTILITY EASEMENT HYDRANT BY EXTENDING p,g,2,PG.45
SEE DETAIL SD 11-11, / CROSSWALK AND STOP BAR. / QUARANTO JR 8 (P.B.42,PG.161) FIRE HYDRANT LEG.KEEP PARID:R06717-003-003-000
SHEET 213 �\ SEE DETAIL So 11-11, CYNTHIA MARIE O FIREHVDRANT WITHIN
UTILITY EASEMENT 15.00' QIY OF
33 SHEET211 / O QUARANTO L/1� TO
3n RAISE/ADJUST EXISTING MANHOLE / O �(/ O D.B.5978,PG.1430 N N/F Z O8 O 1
6 U
U a RING AND COVER TO SURFACE :,681 ro P.B.42,PG.161 RICHARD STRICKLER 8 NORTH CAROUNA
ol
71 J ELEVATION OF MULTI-USE PATH. M N/F \ Q 4J PARID:ROfi700-006-055-0� DONNA BAGGETT N/F N/F OP SE DRIVEWAY
W Q EXISTING 25' / SHAWN J.WELLS 8 Q I I D.B.5891,PG.2849 A DO PHONG CH AU U IVERSITV GROUP INC. SE DETAIL SD 3-03,
W o $4°35'59"E tP� PERIMETER BUFFER STACY L.WELLS
_ W of �^ P.B.42,PG.161 I THI M NGUVEN D.B.28]9,PG.0232 / q SHEET 26 y CITY OF WILMINGTON
22+00 Z a 8.0 TRANSITION FROM W\ (P.B.57,PG.7) O / V�PARID:R06700-006-056000 3 p o v ppRID:R06700-006-053-000I
Z R =B"8'TO 10'WIDE N/F ^ EXISTING PRIVATE EASEMENT iV �` Vi ry EXISTING 10'UTILITY I PARID:ROfi700-006-052-000 p.g,q2,PG.161 /�' �!' ,p ENGINEERING DIVISION
v ��F J I=1 32 MULTI USE PATH � � wp ILLOWICK HOA �? - ryP �(/ c EASEMENT PA ID:R06700.006-014-000 p r P.O.BOX,810
f U=17.27. P. 'O D.B.-----PG.1974 e' (P.B.60,PG,180) 1I W INGTON,1.780 NC 28402
W 2 W� 11, (P.B.42,PG.161) WOODED //s�� 9 ^�P8 RCP FOF W
P.B.57,PG.7 / �� EXISTING IYUTILITY EASEMENT 19 y. /� ' Z ^ ZIo o AREA y 1 P' W F910.341.5881
PARID:R07200-007-048-00� (P B 60,PG.180) ry EXISTING 20'LANDSCAPE hp c W
WOODED c
W J l� I 6'WF toy' C32 4'PICKET 8 SIGN EASEMENT $ + W
Y n
0 0 _
o
L \ FENCE AREA (P.B.42,PG.161) + tom +1. 'PIPE t?
Vc 7.89' �.42' 45.6' L 1 c "E E" $ -- - - E - --
i N I 6'VINVI FENCE -503.�+E N
F n, C �+ G C G C C C / /E F
n w a ry
Project:
FO
0 FO Y. L FO FO -
J -F FO - FO PIPE FO -25-25 _25 25 ;'PIPE �? Z
Z 2 = 70' J 591.: R7.25' r r ....562,: = MASONBORO
0
J N=1.
= =1700' MULTI-USE
MASONBORO LOOP RD. 1 PROP,148LFOF MULTI-USE
f
U > MULTI-USE PATH 7 MULTI-USE PATH
7 _ VARIABLE WIDTH PUBLIC RAN _ -- 18"RCP^ --
- IM=2543.- LOOP ROAD
V=16 53' / 8'WIDE PROP.24 LF OF
END PA H BEGIN PATH
MULTI-USE 24"RCP
-L-3 2+60.27 -L-STA:22+97.5,5 PATH MULTI-USE
F BEGIN PA
8'WIDE L-STA:28+80 TRAIL
MULTI-US � END PATH 10'WIDE
PATH -L-STA:28+18.98 MULTI-USE PATH
RELOCATE EXISTING FIRE
HYDRANT BY EXTENDING
FIRE HYDRANT LEG.KEEP
FIRE HVDRANTWITHIN '
UTILITY EASEMENT PHASE 1
� Curve Table-L- Curve Table-L- Curve Table-L-
Curve No, A Length Tangent Radius PC PT Curve No. A Length Tangent Radius PC PT Curve No. 0 Length Tangent Retlius PC PT
C23 29°5948" 10.47 5.36 20.00 22+02.81 22+13.29 C31 1*09'301 0.40 0.20 20.00 26+87.23 26+87.64 C39 2°48'44" 4.42 2.21 90.00 34+10.25 34+14.86
C24 29°47'05" 10.40 5.32 20.00 22+19.25 22+29.65 C32 3°10'19" 4.98 2.49 90.00 27+61.91 27+66.90 C40 7°57'18" 2.78 1.39 20.00 34+24.63 34+27.40
n C25 T30'48" 0.88 0.44 20.00 22+50.65 22+51.52 C33 23°5923" 12.56 6.37 30.00 27+83.53 27+96.09
N C26 10°11'47" 4.45 2.23 25.00 23+06.76 23+11.21 C34 25'5436" 4.52 2.30 10.00 28+06.67 28+11.20 -- - - -- -
[51 C27 7°2T25" 4.56 2.28 35.00 23+23.04 23+27.60 C35 22°14'5W 5.82 2.95 15.00 28+85.60 28+91.42
C28 3°04'38" 4.83 2.42 90.00 23+63.68 23+68.51 C36 16°01'09" 2.80 1.41 10.00 28+97.85 29+00.65 Seal:
p C29 1°2Z55" 4.82 2.41 200.00 24+79.66 24+94.49 C37 6°52'21" 8.40 4.20 70.00 29+19.12 29+27.52
C30 1156'00" 0.67 0.34 20.00 28+34.71 28+35.39 C38 4°08'09" 4.33 2.17 60.00 33+g7,02 33+91.se
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"0 45 45 No. Date Description
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----
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0 0 50, 100,
a25 - -- - _ _ , 25 1"=10' (VERTICAL)
3
0 20 20 0 10, 20'
c 15 EXISTING DRIVEWAY 15 Title:
10-
MATC EXISTIN EX.12"DI WATERLINE 10
g DEPTDATAE APPROX.
FROM
AVAILABLE
INE PLAN AND PROFILE
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5-
5
0
GI 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00
0
Project number: A16010.00 Sheet:
Date: 05/03/2022
Drawn by: SM/ED F
G Approved by: JM V
0
a

N/F
NIF BARRV T.HARDEE /
ArvE L.HARDLG Muuws D.B.2585,PG.0487
DE 1al s3.PG.P84 PARID:R06717-003 006-000 13 iq 15 16 STEW R T
s,PARID.R03]t 0 OS-000 RA S.WEST STREET,STE 1100 FIRM LICENSE#:C-1051
RALEIGH,NC 27603 steweNnc.mm
N/F N/F / 19 T919.38D.8]50 PROJECT#:A16010.00
PROPOSED DRIVEWAY LARMONTE L.EVANS / N/F /"YONIA E.WILLIAMS NlF / N/F N/FPH O CROSSWALK CROSSING
S SING
/ SEE DETAIL SD 3-0 D.B.15g8,PG.199 / DEBORAH A.BLANCHARD D.B.9901,PG.1100 DORIS A.WILLAMS EARL RITA ROBINSON MARTIN RUDOLPH DIXON / / LLC DRIVEWAY CROSSING
SHEET 2B (P.B.2,PGA'
PARID:R06713-004-002-001 / D.B.9904,PG,E665 / D.B.9910,PG.E1084 ETAL
/ WSYGEOTPEXTILE
PARID:R06713-004-001-000 P.B.2,PG.45 P.B.2,PG.45 D.B.9903,PG.E1065 HERBeRrDURANr,JR.PARID:RN713-004-003-000 R0 2,PG.45 / 2223Client:
PARID:R06713-004-002-000 G8.5e15,PG.rasa N/FPARID:R06713-004-004-000 P.B2,PG.45 P.B.2,PGA6SEE SO 3-100 PARID:R06713-004-005-000 ARID:RW]13-00..D 0/ CARLOTTATVREEN/F
- TH#4 CARLOTTA JANE SANDER Eu2ABETH 5.EVANS N/F
/ D.B.3310,PG.0470
/ EINFORCED SIDEWALK PROP SED DRIVEWAY SEE SD 3-100 P.B.2,PG.45 /
SHEET 2A ryry 12"DI WATERLINE HEIRS QN,PG.14 MS MHP LLC. CfIYOF TO
/TH tq PROPOSED DRIVEWAY- S DETAIL SD 3-03, "REINFORCED SIDEWALK P.M.:R06713-004-028-000
V STA:41+g0,67 D.B.9907,PG.604 DPe.2,PG.4 D.B.5982,M.536
12"DI WATERLINE MATCH NEW DRIVEWAY R OCATE EXISTING SHEET 2B ^ SHEET 2A V> P B 2 PG 45 PARID:ROB]ts-ooa-o28-000 // PARID'RO6]00-006-004-000
j1 CONSTRUCTION o / OFF:9.84'L tD M
p I STA:35+g7.7g FIRE HYDRANT TOP OF PIPE=3.06 FT 4i 8'WIDE b PARID:R06713-004-OD7-000 END PATH NORTH CAROUNA
OFF:3.82'R SEE DETAIL SD 3-03, �1 MULTI-USE to CLASS B RIP RAP
ry SHEET 2B PROP.24 LF ^ BELOW EXISTING GRADE V p1 ITION FROM -L-STA:48+$7.76
p )/TOP OF PIPE=4.26 FT PATH / n TH#5 EST 8 TONS / 0'IONFR M
/BELOW EXISTING GRADE OF 18"RCP o0 HW / 8'WIDE h =�I y�j PIPE 12"DI WATERLINE ES¢¢�1 SV GEOTEXTILE � - 6I22 CITY OF WILMINGTON
n PROP.20 LF OF / 60fi MULTI-USE PATH / / V3' M TI USE PATH
F PIPE I / pj / PROP.24 LF OF N / /^ N 813 STA:46+75.34 1^ HW / / F ENGINEERING DIVISION
ry 18"RCP 1y NI OFF:9.23'L 3� 620 /// PROP.20 LF OF r P.O.BOX 1810
W 601 B-38 TT BTUDV /yj h 18"RCP CLA 8�RIP RAP DI DI /ry' PROP.24 LF OF a/ TOP OF PIPE=4.11 FT pgpp, PROP.24 LF OF 15"RCP WILMINGTON,NC 28402
2 jD F SB-3A TT STUD11?? PIPE 3 / /EST 3 TONS PROP.32 LF OF /ro 810 612 15"RCP BELOW EXISTING GRADE 28 LF OF 24"RCP T 910.341.7807
rn 4� fiO3 WOODED ESTT SV 15.RCP Z 2 ^ /in PIPE 1V F910.341.5881
AREA GE TEXT �5 616 30"RCP DI =
�� / DI - PROP.32 LF OF /�I 0o ED 621 N
> 3 0 o
o /
' 15"RCP 2 PROP.20 L�'Of W 2 + w
47
.1 GRAVEIo 9o'Lo- a 15"RCP 10 N
+ �C C 2 - 41+00> �// B- GRAVEL Zo j 7 --E t`
- _ F _�E - + Project:
W F _-- F� to
W PIPE PIPE 4 1 --25-- 25 2 -25 J N1 2 W
J - -602 604 - PIPE 25 r r MASONBORO
_ METAL PIPE
CB CB
7
= PROP,28 LF OF POST PROP.84 LF OF PROP.92 LF OF PROP.132 LF OF
o �� MASONBORO LOOP RD. 2 8"RCP
F- 24"RCP PROP,32 LF OF CB 4 55 814 815 15"RCP 24"RCP 2
VARIABLE WIDTH PUBLIC RNJ __ _ CB __ U
18'RCP PROF.i1FRCP PROP,64LFOF LOOP ROAD
- 10'WIDE 15"RCP PR 15"RCP 817 8'WIDE
MULTI-USE PATH PROP.152 LF OF 15' CP CB
10'WIDE BEGIN 2'C&G.SD-3-11 PROPOSE DRIVEWAY PROPOSED DRIVEWAY MULTI-USE fi16
15"RCP PROP.]2 LF OF 619
MULTI-USE PATH -L-STA:40+61.95 CB SEE DET IL SD 3-03, SEE DETAI SD 3-03, PATH
17.65'RT 15"RCP 611 SHEET2 SHEET2B
/ 61 MULTIOUSE PATH MULTI-USE
CB PROPOSED DRIVEWAY
607 SEE DETAIL E T I PR POSED DRIVEWAY TRAIL
SHEET SE DETAILSD 3-03, -END L-S :47-SD-3-11
PROP.24 LF OF PROPOSED DRIVEWAY RELOCATE IVEW0 M WIDE S EET 2B -L-ST :47+13.77
24"RCP / SEE DETAIL SD 3-03, CLOSER TO DRIVEWA MULTI-U E PATH 12.09' T
/ SHEET 2B TYPIC � � � /
Curve Table-L- Curve Table-L- Curve Table-L- /
Curve No. G Length Tangent Radius PC PT Curve No. o Length Tangent Radius PC PT Curve No. o Length Tangent Radius PC PT PHASE 1
C41 3°42'00" 5.81 2.91 90.00 35+74.22 35+80.03 C49 7-38-46" 8.01 4.01 60.00 40+11.33 40+19.34 C58 2°2534" 0.85 0.42 20.00 45+97.73 45+98.58
C42 2*5712" 1.00 0.50 20.00 36+06.74 36+07.74 C50 19°49'04" 34.59 17.47 100.00 40+36.41 40+71.00 G59 1°53'22" 0.99 0.49 30.00 46+25.89 46+26.87
C43 2.273M 1.24 0.62 30.00 37+49.01 37+50.25 C51 20°07'37" 35.13 17.75 1N.OD 40+76.60 41+11.73 C60 24°45'55" 25.93 13.17 60.OD 46+99.55 47+25.48 \
n / C44 9°19'09" 14.64 7.34 90.00 38+33.22 38+47.86 C52 0°2649" 3.90 1.95 500.00 42+01.12 42+05.02 C61 25°3651" 8.94 4.55 20.00 47+30.23 47+39.17
_
iV C45 9°31'00" 14.95 7.49 90.00 38+80.96 38+95.91 1-53 0°28'07" 0.16 0.08 20.00 42+34.92 42+35.08 C62 25°48'27" 9.01 4.58 20.00 48+41.54 48+50.55 \
C46 15'25'14" 10.77 5.42 40.00 39+13.39 39+24.16 C54 6'06'36" 3.20 1.60 30.00 43+14.22 43+17.42 C63 21°41'22" 7.57 3.83 20.00 48+54.21 48+61.78
N \ \\
C47 15°46'15" 4.13 2.08 15.00 39+35.24 39+39.37 C55 5°57'35" 3.12 1.56 30.00 43+30.95 43+34.07 / / Seal:
p C48 9°15'29" 4.85 2.43 30.00 39+57.63 39+62.68 C57 0°20'44" 1.21 0.60 200.00 45+24.61 45+25.82 /
3 / -
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a _ _
"0 45 45 No. Date Description
40 40 -
35 35 -
Z "' " o " c f ' N°" a N u - - > - _ - 1"=50'
w (HORIZONTAL)
5 30 - - - - - s A 30
25-
0 11A - - -- -- ---- - 25 1„=10' (VERTICAL)
3
0 20 20 0 10' 20'
EX.12"DI WATERLINE
c 1 5 VERTICAL LOCATION EXISTING DRIVEWAY EX.12"DI WATERLINE 15 Tine:
APPROX.FROM TH#3 VERTICAL LOCATION
a EXISTING DRIVEWAY EXISTING DRIVEWAY APPROX.FROM TH#5
10 EXISTINGDRIVEWAV 10 PLAN AND PROFILE
EX.12'DI WATERLINE EX.12"DI WATERLINE EX.12"DI WATERLINE "
g EXISTING DRIVEWAY DEPTH APPROX.FROM VERTICAL LOCATION EXISTING DRIVEWAY DEPTH APPROX.FROM AVAILABLE TH P
,5 EXISTING DRIVEWAY AVAILABLE TH DATA APPROX.FROM TH#4 DATA ELSEWHERE ALONG LINE EX.12"DI WATERLINE ND GRADE 5
EXISTING DRIVEWAY ELSEWHERE ALONG LINE DEPTH APPROX.FROM AVAILABLE TH -L-
$TA:48+56.16
0
DATA ELSEWHERE ALONG LINE - -ELEV:24.23
pI 35+20 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 48+70
to
Project number: A16010.00 Sheet:
Date: 05/03/2022
Drawn by: SM/ED
G Approved by: JM 6
0
a

24 ' S T E WA R T
25 -L--15,30+31.18,105'L I
WF PROPOSED HIGH VISIBILITY RAL IGEST STREET,GTE 1100 FIRMLICENSE tt:C-1051
W11-15,3D"X 3D" I RALEIGH,NC 27603 st#A1601.mm
RROBERTLLEN PAINTER& WF 26 NO-TRACK CROSSWALK. T919.38D.6)50 PROJECT#:A1s01 a.a0
ROBERTA M.PAINTER 8 SEE DETAIL SO 11-11,SHEET 26
MICHELE FIELDS E.L.SINGLETARV HE
/
D.B.5776,PG.2760 D.B.9905,PG.998 NIF
PARID:RO6700-008-004-001 PARID:RO6700-006-0OS-000 PROPOSED HIGH VISIBILITY 27
/ DELORAS WALKER Client:
FWLI
PROPOSED HIGH D.B.9901,PG.1982 / N/F STOPNO-T BAR CROSSWALK AND 27 -L--15,18 x 18",13'L BEGIN PATH
/ NEW HANOVER BOARD OF EDUCATION STOP BAR.SEE DETAIL SD O W11-15,18"X 18" -L-STA:60+56.88
VISIBILITY NO-TRACK PARID:R06700-006-006-000
CROSSWALK.SEE DETAIL / D.B.3249,PG,594 11-11,SHEET 28 N/F
SD 11.11,SHEET 2B RIM=24.66' 8' PARID:R06700-008-007-000 NEW HANOVER BOARD OF EDUCATION I QI�-O-m-
,.,N- Pp N/F 10'WIDE D.B.3249,PG.59417PROPOSED DRI EWAV MULTI-SE IN(NWDROP)=1246' 3NEWHANOVER BOARDOFEDUCATION PARID:R06700-006-007-000)= SEEDETAILS 3-03, D.B.3249,PG.594 1f PATH IN(SE)=12.46' SHEET2B- PARID:R06700-006407-000 11
oTAND- OUT=12.36 SS B^ N RELOCATE EXISTING FIRE PLACE IN CAP UNCTIONI BOX I CITY OF WILMINGTON
PROPOSED DRI AV II
SEE DETAILS 3, p0 707 PROPOSE DRIVEWAY HYDRANT,MOVE TO 3'
PIPE SHEET 2B SEE DETA D 3-03, M EASEMENT LINE PROP.96 LF OF ENGINEERING DIVISION
701 M DI / OP.20 LF SHEET 2 °1 BEGIN SAFETY CABLE WIRE FENCE 15"RCP f P.O.BOX 1810
F 15"RCP h PROP.36 LF OF WILMINGTON,NC 28402
705 / PIPE II SEE DETAIL THIS SHEET. T91 o.341.7807
PROP.IB LF OF 7 15"RCP + II IP I F910.341.780
W - PROP.24 LF 8'WIDE 709 DI -L-STA:59 52.78
= 15"RCP OF 15" MULTI-USE WOODED OODED P
N p HEDGEROW PATH PROP.72 LF OF AREA AREA DI Z'25 713 __= 5.00'LT ,y
W 2 18"RCP SIGN N 712 o L=_o==�4�i I� WOODED
N DI 52+0 =22_'32-� RIB -S(fj 1+00 AREA
n SPHA
E ---�E F F •O ld� e�E �- ��� _- 3 \
07,
F - - - �-F- _ Project:
4 _-z - - - - - -
- - S05`25'54"W 983.17 - - c -c-- c -- -
o RIM-2 ia' w DI _- E6-
W "° - _ -- CB MASONBORO
Z OUT=12.14' --26�- JB J
PROP.88 LF 711 � '� J � r 7 J '� PROP.32 LF 715
END SAFETY CABLE WIRE FENCE
DI PROP.78 LF OF OF24"RCP CB CB 77 OF 15"RCP __ LOOP ROAD
x MASONBORO LOOP RD.
10'WIDE 706 708 6'WIDE -L-STA:59+97.49 +I
F 702 24"RCP �1 _ VARIABLE WIDTH PUBLIC RIW
_ 5.00'LT
� PN PROP.72 FOF - PATH - - -
0 GRIM=2496' PATH 24'RCP 714 BEGIN 2'C&G.SD
IN=1 16' 70 CAP EMPTY CONDUIT AND N MULTI-USE
F WIDE our=1 06 7oa PLACE N JUNCTION BOX -L-STA:61+01.12
MULTI-USE 11.62'RT
PROP.40 LF PATH RAISE/ADJUST EXISTING MANHOLE H#6 END PATH
OF 24"RCP RING AND COVER TO SURFACE 12"DI WATE LINE END 2'C&G,SO-3-11 -L-STA:54+2.70 BEGIN PATH xw ron w TRAIL
ELEVATION OF MULTI-USE PATH. + QI
PROP.64 LF OF STA:52+I06.91 -L-STA:52 06.33
24"RCP / OFF:6.22'L 12.06'RT -L-STA:54+73.84
BEGIN 2'C&�.SD-3-11 TOP OF PIPE=2.p FT R TC E END PATH / aI
BELOW EXISTING GRADE Z
-L-STA:50 7.44 mmrz wmw1. I.T -L-STA:60+27.91 / U1
°1'
BEGIN PATH _� PHASE 1
-L-STA:48+76.87
nos]uuxr a
c Seal:
13328 =e
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c win ro e.�a°i 1'L "°°.xaE s 111EE- s- Or..J Issued for:
4. nuxs 61EEr s-arm nos na ,4:,A.m: �mNEM.RNN.H 4 am 1111
PRELIMINARY-DO NOT
3 6 nWOOD POST AND STRANDED CABLE FENCE USE FOR CONSTRUCTION
3
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a _ _
"0 45 45 No. Date Description
40 40 -_
- o -
° 35 35 -
U
5 30 aim 30 1"=50' (HORIZONTAL)
a
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25 ---- 3° 0 50' 100'
- - - -- -- -- -- --- 25 1"=10' (VERTICAL)
3
20r IA
EX.15"RCP 20 0 10' 20'
Oa, EX.15"RCP EX.15"RCP
g 15 EX.12"DI WATERLINE EX.18"RCP EX.18"RCP --15 Title:
VERTICAL LOCATION
Q. EXISTING DRIVEWAY APPROX.FROM TH#6 BEGIN GRADE
EXISTING DRIVEWAY -END OF PHASE 1_
1 O EX.15"RCP MATCH EXISTING- END GRADE
PROP.15"RCP BEGIN GRADE -L-STA:60+63.58=MATCHEXISTING-: PLAN AND PROFILE
BEGIN GRADE - END GRADE END GRADE
g MATCHEXISTING ELEV:25.53 --L-STA:10+01.13-_
MATCH EXISTING EXISTING DRIVEWAY MATCH EXISTING _L_ MATCH EXISTING -.
STA:54+75.69 ELEV:26.60_ _ 5
5 L- :24:33+77.21 L-STELEV:6.05 L-STEL-:28.38
ao ELEV:24.33 ELEV:25.11 ELEV:25.19 ELEV:25.44
0
GI 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 621MO
0
Project number: A16010.00 Sheet:
Date: 05/03/2022
Drawn by: SM/ED 7
G Approved by: JIM /
2
a

NF \ \\
MASONBORO LODGE COA \
D.B.5432.18,PG.1,PG.198400 -- - --
C.P.B T \
PARID:R07205-005-004-000
- \\ S T E WA RT
/ \ \ 223 S.WEST STREET,STE 1100 FIRM LICENSE#:C-1051
T 919.380.750]fiO3 IR0 ME i6010A0
EXISTING VARIABLE WIDTH / O / O3 \ \ Client:
RIM=23.65' / \ O4
PUBLIC SIDEWALK&UTILITY EASEMENT
INV=20.90'
(P.B.54,PG.359) N/F \ WILLOWICK HOA 7�
y _- DENNI ETALCKSON CHARLE3 T.BELL& \ D.B.5119,PG.19]4 / QIY OF
\ P.B.5],PG.7 NORTH CAROUNA
D.B.9907,PG,E1066 REBECCA A.BELL -
REMOVE CONCRETE P B 52 PG 244 PARID:R07200-001A04-000 \ /S \ � �
WALK \ T/4. PARID:R07200-007-048-000 THE PARK TWILLOWICK
/ N/F PA
R07200A01-004-000 O\
CHRISTOPHER R.COBLE I EX TING SIGN rOS2p.
RI =2741' D.B.5214,PG.2456 EXISTING 30-PRIVATE TO REMAIN 32pUTjY (P.B. PG.306) ]2
p Z3) CITY OF WILMINGTON
II II =24.86' PRB.720 359 I �ACCESSEASEMENT � EXISTING WATER ETERTO \E9SF ,54' ENGINEERING DIVISION
PARID:RO]200-001-006000 (P.B.52,PG.244) BE A JUSTED 0� 4'F.h\
rr v �.q REMOVE CONCRETE I I EXISTING WATER METER TO P.O.BOX ON,
�J<sr I IM 14 II WALK TO THE EXTENT BE ADJUSTED \ _6; WILMINGTON,INC 28402
REQUIRED TO CREATE 12'HDPE O \\20.00' \ ,p T910.341.7807
I 20 3' 23 TO
MATCH
O W F 910.341.5881
OU ASMOOTH TRANSITION IN1L' / \
_2 18 II I 01 \ TO MATCH ROP.ROW =
IM 23. Py ADJUST EXISTING y
sT -
~ \
I 20 2' o o QZc m CLEANOUT � FF� � 6'WF W
U 2 2' FO O a� ¢ \ \�O \ 1 "
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03
3- Ta OB 1r E FO Hf_ e o
15"RCP INV=20 20 INV=22.94' FO- EE R W N
FO F "CM INV=2226' �" _ � � y� yo
PJO FO F�OiwV�-22g5 �O p -
-"'_'a]9, 2 INV=22.13' FO � FO ~ � �V- 0 -INV=22.20' a
IN 1-10.39 a pl 15"R FO INV-2A3R +'- y
F° MASONBORO
INl -9 = r r 1TRCP W
OUT=10.29'
MASONBORO LOOP RD. wooD ADJUST EXISTING J
RIM=24.p SS 12� RIM=23.8 VARIABLE WIDTH PUBLIC RAN BRIDGE WATER VALVE 2
_AL - -- - -- - - 1 V=2009' U
INV=10.55' IN(E)=20. EXISTINGSIGN - -- - -- -- Q LOOP ROAD
RIM=23.87' INIW)=20.8' TO REMAIN
INV=1XIST OUT 200 COORD ORDINATE SIGN AND \\ MULTI-USE
ADJUST EXISTING IRRIGATION RELOCATION
WATER VALVE WITH BUSINESS OWNER REMOVE EXIS ING EXITOBE ADJUSTED STING SIGN REMOVE 4I LF0 EXISTING I5"STORM \
WOOD BRIDG EXIST NG SIGN SEWER.DEMO P VEMENT FOR PIPE \/
TO R MAIN / TRAIL
EXISTING WATER METER TO SRE
DPL05 EMENT IND REPAIR.
BE ADJUSTED
PROTE�T EXISTING COORDINATE EXISTING POLE
[ION WITH UTILITY COMPA RELOC
RETAIN NG WALL
REMOVE 3 XI LF OF EXISTING 15"STORM PHASE 1
SEWER.D iMO DRIVEWAY FOR PIPE \
REPLACE ENTANDREPAIR.
E
N
Seal:
N
0 DEMOLITION NOTES: DEMOLITION LEGEND: `nRfY D
w or
�I 1. REFER TO SHEET iB FOR GENERAL NOTES. 15. WHERE UTILITIES("TO BE REMOVED")IMPACT THE FOOTPRINT OF THE NEW REMOVE BUILDING
BUILDING,THE CONTRACTOR SHALL EXECUTE AND REMOVE AN ADDITIONAL
0 2. THE CONTRACTOR SHALL REMOVE CONCRETE(WHERE REQUIRED)TO THE 2 FEET OF SOILS TO EITHER SIDE OF THE PIPE,AND 1 FOOT BELOW.CLEAN ® REMOVE ASPHALT
c FIRST COLD JOINT OR SAW CUT TO OBTAIN A CLEAN EDGE. SUITABLE SOIL SHALL BE UTILIZED FOR BACKFILL AND COMPACTED IN Issued for:
ACCORDANCE WITH THE CONTRACT DOCUMENTS. REMOVE GRAVEL
,p 3. THE CONTRACTORSHALL SAWCUT EXISTINGASPHALT(WHERE REQUIRED) PRELIMINARY-DO NOT
TO OBTAIN A CLEAN EDGE. 16. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE REMOVE BRICK WALKWAY USE FOR CONSTRUCTION
PIPING SHALL BE PERFORMED IN SUCH A MANNER THAT THE OLD PIPE AND
4. CLEANOUTS AND WATER VALVES LOCATED IN AREAS OF DEMOLITION OR p STRUCTURES REMOVED DO NOT IMPACT DRAINAGE UPSTREAM OF THE SUBSEQUENT CONSTRUCTION SHALL BE PROTECTED FROM DAMAGE AND SYSTEM.PROVISIONS SHALL BE MADE TO MAINTAIN STORM WATER REMOVE CONCRETE
RAISED TO BE FLUSH WITH NEW GRADE. DRAINAGE PATTERNS DURING CONSTRUCTION.
3 REMOVE RIPRAP No. Date Description
ip 5. ANY UTILITY SERVICES SHOWN TO BE REMOVED OR RELOCATED SHALL BE 17. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF UTILITIES(WATER,
COORDINATED WITH THE APPROPRIATE UTILITY PROVIDER.CONTRACTOR IS
SEWER,ETC)SHALL BE PERFORMED IN SUCH A MANNER THAT THE OLD PIPE
RESPONSIBLE FOR APPROPRIATE SEQUENCING OF UTILITY DEMOLITION AND STRUCTURES REMOVED DO NOT IMPACTOR MINIMIZE SERVICE � REMOVE VEGETATION
Q WITH THE RESPECTIVE UTILITY AGENCIES.
INTERRUPTION TO EXISTING FACILITIES TO REMAIN.PROVISIONS SHALL BE
y MADE TO MAINTAIN SERVICE DURING CONSTRUCTION. b"+'� REMOVE WATER LINE
6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES PRIOR TO SS REMOVE SANITARY SEWER LINE
� BEGINNING DEMOLITION OPERATIONS.NOTIFY"NORTH CAROLINA ONE CALL" 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL DAMAGES REMOVE STORM DRAINAGE
(TELEPHONE [phone])AT LEAST 48 HOURS PRIOR TO START OF TO THE EXISTING DRIVEWAY,PARKING LOT,SIDEWALK AND CURB AND REMOVE FENCE
U DEMOLITION TO HAVE EXISTING UTILITIES LOCATED.CONTRACTOR SHALL GUTTER AS A RESULT OF CONSTRUCTION ACTIVITY AND TRAFFIC. TP_ TREE PROTECTION FENCE
N CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR CONTRACTOR SHALL MAINTAIN A PRE-CONSTRUCTION VIDEO OR PHOTO
gSERVICES INDEPENDENT OF"NORTH CAROLINA ONE CALL." DOCUMENTATION TO SHOW NO DAMAGES OCCURRED. - - - LIMITS OF DISTURBANCE 1"=50' (HORIZONTAL)
a x COORDINATE LIGHT POLE REMOVAL
7. CLEAN SOILS SHALL BE UTILIZED FOR ACCORDANCE
COMPACTION OF THESE 19. ALL MATERIALS,FURNISHINGS,UTILITIES,AND PAVEMENT THAT ARE NOT `,�, 0 50, 100,
SOILS SHALL BE PERFORMED IN ACCORDANCE WITH THE CONSTRUCTION SCHEDULED TO BE DEMOLISHED AND ARE DAMAGED BY THE CONTRACTOR /J�W^J�t REMOVE TREE
� DOCUMENTS. AS A RESULT OF THE DEMOLITION OR CONSTRUCTION OPERATIONS SHALL
QBE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
3 8. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, OWNER. REMOVE TREELINE
INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATED WITH ITEMS
p TO BE REMOVED. 20. WHERE UTILITIES ARE SHOWN TO BE"REMOVED",CONTRACTOR SHALL REMOVE WHEEL STOP
K INCLUDE NECESSARY PLUG OR VALVES TO ENSURE UTILITY LINES TO
0 9. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY REMAIN WILL CONTINUE TO BE IN SERVICE.COORDINATE NECESSARY SHUT REMOVE CURB&GUTTER
c OFF-SITE UNLESS OTHERWISE NOTED ON THIS PLAN. DOWN AND REMOVAL WITH THE LOCAL JURISDICTION OR UTILITY OWNER. REMOVE SIGN Title:
a
10. REFER TO LANDSCAPE AND EROSION CONTROL DRAWINGS FOR TREE 21, CONTRACTOR SHALL PROVIDE PEDESTRIAN INGRESS/EGRESS TO ALL
gPROTECTION PLAN AND REQUIREMENTS. EXISTING BUILDINGS,PARKING LOTS,AND PATHS OF PEDESTRIAN TRAVEL DEMOLITION PLAN
11. ALL DEMOLITION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE THROUGHOUT THE CONSTRUCTION PERIOD
c AND LOCAL JURISDICTIONAL CODES OR REQUIREMENTS. 22, ALL MATERIALS,FURNISHINGS,UTILITIES,AND PAVEMENT THAT ARE NOT
SCHEDULED TO BE DEMOLISHED AND ARE DAMAGED BY THE CONTRACTOR
c 12. TREE PROTECTION FENCING SHALL BE IN PLACE PRIOR TO BEGINNING AS A RESULT OF THE DEMOLITION OR CONSTRUCTION OPERATIONS SHALL
DEMOLITION BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
o OWNER.
13. EROSION CONTROL PERMIT SHALL BE OBTAINED AND ONSITE PRIOR TO
BEGINNING DEMOLITION. 23, MAILBOXES WILL NEED TO STAY ON BOC SO ENSURE TRAIL MOVES AROUND
IT OR MOVE MAILBOX TO AROUND DRIVEWAY AREA.
14. ITEMS DESIGNATED TO BE SALVAGED AND/OR RE-USED SHALL BE REMOVED Project number: A16010.00 Sheet'
BY THE CONTRACTOR AND PROVIDED TO THE OWNER.COORDINATE 24. IF A SEWER CLEANOUT IS LOCATED IN A DRIVEWAY OR TRAIL IT WILL NEED
Date: 05/03/2022
STORAGE LOCATION WITH OWNER'S REPRESENTATIVE. TO BE IN A TRAFFIC RATED CASING. Drawn by: SIM D 4
� 25. ADJUST HEIGHT OF ALL UTILITY SERVICES INCLUDING WATER METERS,
Approved by: JM
'p WATER VALVES,AND SANITARY SEWER CLEANOUTS AT EACH PROPERTY.
a

STEWART
223 S.WEST STREET,STE 1100 FIRM LICENSE#:C-1051
RALEIGH,NC 27603 steweNnc.mm
T 919.380.6750 PROJECT#:A16010.00
/ Client:
EXISTING 15'PRIVATE
UTILITY 8 DRAINAGE EASEMENT / QIY OF TO
/ \ / NOIYIH CAROUNA
THE PARK AT WILLOWICK / O �7�
— NIF to /
(P.B.57,PG.7) / CHARLES L.WALKER SR.TRUST CITY OF WINGLMINGTON
DIVISION
/ ENGINEERING DIVISION
RIM=2667' NIT EXISTING 1l DRAINAGE& / D.B.5599,PG.2004 p,0,BOX 1810
NV=17 77' \ /ROCCO BERNARD UTILITY EASEMENT / P.B.2,PG.45 WILMINGTON,INC 28402
WALK EXISTING EXISTING — \ / / �yNT HNA MARIE O (P.8.42•PG.161) / PARID:RO871]-003-003-000 T910.341.7807
E%ISTING SIGN 7 F 910.341.780
TO BE ADJUSTED / Q y> QUARANTO L/1�
kRIR
D.B.5976,PG.1430N/F 8 I COORDINAT�REL ATIONOFGUY
P.B.42,PG.161 RICHARD STRICKLER& IRES ITH KE ENERGY OR�� ro PARID:R06700-006-055-000 N/F N/F
1 J DONNA BAGGETTji Q ]01 INSTALLA ION FSII , ILK
N'GUVEXISTING 25' ELLS& O / I D.B.5891,PG.2849 DO PRONG CHAU U IVERSITV GROUP INC. WI E.M INTAIN TMINIMUMZPERIMETER BUFFER ELLSp,g.42,PG.161 THI M NGUVEN D.B.2879,PG.0232 /VE ICAL CLEARANCE. Project:
TZ RIM=26.17' (P.B.57,PG.7) /N/FO 06-055�000 3 I ppRID:R06700-006-053-000 PARID:ROfi700-006-052-000 P.B.42,PG.161 /
y 6 WF J IN=17 37 PROTECT ILLOWICK HOA / EXISTING PRIVATE EASEMENT �` 1U / EXISTING 10'UTILITY PA ID:R06700-006-014-000 ADJUST EXI ING CLEANOUT
EXIST NG FENCE D.B.5719,PG.1974 (P.B.60,PG.180) / �/ c EASEMENT / W
UJ ira TOC=2616' OUT=17.27' (P.B.42,PG.161)
ILL P.B.57,PG.7 / EXISTING 10'UTILITY EASEMENT A� j PROTECT WOODED / W
= 561' OUT42.66 REE _ EXISTING FENCE AREA / /
V! TOG= PARID:R07200-007-048-00� (P.B.60.PG.180) EXISTING 20'LANDSCAPE N
W OUT 22.66• 25 4'PICKET WOODED 8 SIGN EASEMENT.161)) y� W M AS O N B O R O
4 6'WF COORDINATE IRRIGATION \ FENCE AREA (P.B.42,PG.ifii) E""' N
ILI "KCP 5�8"PVC W — -� "AND LANDSCAPE DEMO svree ra 15rsv / N m �. WITH HOA 6'VINYL FENCE a
-J- - =t� - - - - - - -_ - - - - LOOP ROAD
mEE W E � W W BNW— H
W W-- —•RCP L '� -?.61 8"G P INV=217
15'•GP F 4o FO FO d �O F J MULTI-USE
F F Fn FO O FO FO FO FO s FO
INV=2078'GP INv Z
_ r r - - J TRAIL
COORDINATE IRRIGATION AND =
NV=IA lo_i=17.00' MASONBORO LOOP RD. COORDINATE POOL DRAIN PIPE WATER SERVICE ABANDONMENT EXISTING FIRE HYDRANT ♦'
= F 0 E0j REMOVE EXISTING REMOVAL WITH PROPERTY OWNER WITH HOA TO BE RELOCATED Q
WALK VARIABLE WIDTH PUBLIC RAN —— — — —— —— —
RIM=2843' REMOVE CUR NO GUTTER STORM SEWER.DEMO ISTVEWAV
REMOV _7
INV-,853' PHASE 1
REMO E 132 OF EXISTING is- FOR PIPE REPLAC MENT AND REPAIR.
MARKINGS PAVEENT STOR S ER.DEMOAND REPAIR.
FOR
MARKINGS TO HE ADJUST EXISTING PIPE CEMENT AND REPAIR.
INDICATED EX_
NT SEWER MANHOLE TO I BE I ADJUSTED
SDI
REMOVE EXISTIN REMOVE EXISTING /
ACCESSIBLE RA ACCESSIBLE RAMP ADJUS EXISTING WATER VALVE
EXISTTOBEINGSIGN
PROTECTEL�
NEXISTING IRE HV RANT Seal:
O TO BE RELFOCAT�
13328 2
\ / Issued for:
PRELIMINARY-DO NOT
g USE FOR CONSTRUCTION
3
❑
3
No. Date Description
a DEMOLITION LEGEND: — ---- ----
REMOVE BUILDING
y REMOVE ASPHALT
v REMOVE GRAVEL
n
gREMOVE BRICK WALKWAY 1"=50' (HORIZONTAL)
a
REMOVE CONCRETE
0 50' 100'
S REMOVE RIPRAP
3
❑ REMOVE VEGETATION
Q
w REMOVE WATER LINE
�SS REMOVE SANITARY SEWER LINE
c REMOVE STORM DRAINAGE Title:
92 REMOVEFENCE
—TP— TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
g DEMOLITION PLAN
x COORDINATE LIGHT POLE REMOVAL
0 SX) REMOVETREE
o �•''�
REMOVE TREELINE
0
c � REMOVE WHEEL STOP
REMOVE CURB&GUTTER
REMOVE SIGN
Project number: A16010.00 Sheet:
Date: 05/03/2022
Drawn by: SIM
G Approved by: JM D 5
0
a

STEWART
]23 S.WEST STREET,STE 1100 FIRM LICENSE tt:C-1051
919IGH,NC 380.8�7603 PROJECT#A16010.00
IN F
rvlx BARRV T.HARDEE
DIANE L.HAROLD MULLws D.B.2565'PG.N87
a.POG Q1'e4 P.B.2,PG,45 13 15 / / Client:
RAPID.80B]1i 00a 005n PARID:R06717-003-006-000 MONTE LOEVANS , N/F O 16
N/F , iB NG WATER METER TO QI�-om—
B D.B.1598,PG.159 DEBORAH A.BLANCHARD WVONIA E.WILLIAMS DORIS A.WILLAMS EARL RITA ROBINSON MARTIN RUDOLPH DIXIN N/F ON BE ADJUSTED(P.B2PG.45) PARID:R06713-004-002-001 , D P.B.21,PG.45 00 D.B.9904,PG.E665 , D.B.9910,PG.E1084 ETAL
PARID:RO6]i&004-001-000 P.B.2,PG.45 pg 2,PG.45 D.B.9903,PG.E1065 HERBearDuw.rvr,Ja. , 21 23 PARID:R06]13-004-002-000 PARID:R06713-004-003-000DB.BA,RG.teas EXISTINGWATER METERTO PARID:ROB713-004-004-000 P..2,PG' N/F
1p"qow
PARID:RO6]13-004-005-000 P.B.2.vG.4s , CARLOTTA TVREE � N/F PARID:RW]13-0an9Ba0o D.B.3310,PG.04]0 N/F CITY OF WILMINGTON
I BE ADJUSTED P B 2 PG 45 CARLOTTA JANE SANDER E—BETH 5.EVANS / MS MHP LLC. ENGINEERING DIVISION
DE O DRIVEWAY FOR PIPE PARID:R06713-004-026-000 HEIRS D.B..2,ON,PPG.u
/ LIVE OAK TO BE SAVED RE LACEMENTAND REPAIR D.B.990],PG.604 R N713-OW
PARID RO6800-006-004-000 P.O.BOX 1810
EXI TING WATER METERTO EXISTING PO TO BE RELOCATED P.B.2,PG.45 81G.8°B]ta 004-028n00 WILMIN 1.780 INC 28402
REMOVE 21 FOF EXISTING IS" / T910.341.7807
BEADJUSTED EXISTING POLE TO Il BY ILITY OWNER.TO BE PARID:R06713-004-00]-000 / REMOVE 8 LF OF F 910.341.5881
STORM SEWER.D O DRIVEWAY FOR REL ATED BV UTILITY OWNER COORDIN ED BV CONTRACTOR.
PIPE REPLA MENT AND REPAIR. OUT DE LIMITS OF TRAIL.TO BE REMOVE EXISTING / EXISTING 12"STORM SEWER
DEMO PINE TR AND WHITE OAK , COO DINATED BY CONTRACTOR. / EXIS ING WATER METER TO STRUCTURES O
I EXISTING FIRE HYDRANT / EXISTING WATE ETER TO ISTING WATER METERS TO REMOVE EXISTING BE ADJUSTED EXISTING POLE TO BE
W i TO BE RELOCATED ADJUST EXISTING S RUCTURES RELOCATED BY UTILITY
W / END BEADJUSTED r
W / LIVE AK TO BE SAVED CLEANOUT ADJUST XISTING REMOVE EXISTING NER.TO BE BY
// REMOVE EXISTING I- Project:
STRUCTURES BV CONTRACTOR. W
,O to RE /
I I , WOODED REE r sT STRUCTURES t=/1 EANOUT // T UCTURE
WOODED AREA , REE�­EEII I r �s4Ta , WLpf�, . O W
N > / ' AREA ar8 'r Q4 sar 15PT P I O© .." I W / AREA V=2 48' W
RE OVEME ALPOST �Q =2287' O MP
H (7 I rBEE 30 �M 1 l4 RAV ..:GRAVE f}.IM=23.20' ' R� 67' O Q s EE j to
OUT=2200' EE MASONBORO
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W W J W T �I— W
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15" P 1� - -
araEF �13 �• .
J - 5"R 15"CP 1 'RCP 5"RCP 15"RCP
Z 2,.89' INV=21.% INV- _24.16' IM= 31' RIM=24.17' =24.10' IM'2 29' RIM=2388' N LOOP ROAD
All 1 INV=20] INV=21.1 RCP _
IN= Ui IM-24.15 J
METAL =171' r II(15^)=21.97 IIN(16")=2,.85' J '� p T-21.4' 11N(12J= W
U POST MASONBORO LOOP RD. ADJUST EXISTING OUT=21.97' INIW)'2126 IN(9 )=21b5 J MULTI—U S E
— — —— OUT=21 18' OUT=2\5 IINI
Q — —— VARIABLE WIDTH PUBLIC RNJ —— WATER VALVE
— OUT= TRAIL
REMOVE
EXISTI G STORM
SEWER,
EXISTING
PIPE OT VERIFIED BY FIELD
SURVEY.APP-XILATELY 27 LF TO
REMOVE. I REMOVE95LF /
EXISTING 15"ST RM SEWER EXISTING SIGN PHASE 1
REMOVE 21 LF OF EXISTING 15"STORM TO BE ADJUSTED
SEWER.DEMO DRIVEWAY FOR PIPE REMOVE 5 LF OF REMOVE 153 LF OF
REPLACEMENT AND REPAIR.
REMOVE 21 LF OF EXISTING 15" � ' EXISTING STORM SEWER EXISTING 15'STORM SEWER
STORM SEWER.DEMO DRIVEWAY FOR FE��(ISTING WATER METER TO 1
REMOVE 23 LF OF E ISTING 18"STORM PIPE REPLACEMENT AND REPAIR, \ BE ADJUSTED REMOVE 119 LF OF
E SEWER.DEMO DRIVEWAY FOR PIPE EXISTING SIGN EXISTING 15"STORM SEWER
REP LACEMENT A REPAIR. REM VE 22 LF OF TO BE ADJUSTED REMOVE 1 4 LF OF
EXISTINGORM SEWER EXISTING 5"STORM SEWER REMOVE 0 LF OF
EXISTING TORMSEWER
EXISTING WATER MET R TO REMOVE 124'tF QQF DEMO DRIVEW FOR PIPE REMOVE 5 LF OF
GBEADJUSTED EXISTI BE ADJUSTED(TWO) EXISTING I5"STOP W E\ REPLACEMENT AND REPAIR EXISTING STORM SEWER EXISTING WATE METERS TO Seal:
N MD 74LFOF BE ADJUSTED O)
o REMOVE 18 LF OFIVEWANG 15"STO EXISTING TORM SEW R —
, SEWER.DEMO DRIVEWAY FOR PIPE
EXISTING WATER METER TO
REPLACEMENT AND REPAIR. DEMO DRIVEWAY FOR PIPE _ BEADJUSTED REMOVE 83 LF OF ar ��r44
REPLACEMENT AND REPAIR — EXISTING I5"STORM EWER `�•`�'(N�'
/ DEMO DRIVEW FOR PIPE
/ REPLACEM AND REPAIR - -
EXISTI ATER METER TO \ i 13329 =:
d , BE ADJUSTED
of
,
0
Issued for:
PRELIMINARY-DO NOT
g USE FOR CONSTRUCTION
3
❑
3
No. Date Description
a DEMOLITION LEGEND: — ---- ----
REMOVE BUILDING
rn REMOVE ASPHALT
v REMOVE GRAVEL
n
gREMOVE BRICK WALKWAY 1"=50' (HORIZONTAL)
a
REMOVE CONCRETE
0 50' 100'
S REMOVE RIPRAP
3
❑ REMOVE VEGETATION
Q
w REMOVE WATER LINE
�SS REMOVE SANITARY SEWER LINE
REMOVE STORM DRAINAGE Title:
92 REMOVEFENCE
—TP— TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
g DEMOLITION PLAN
x COORDINATE LIGHT POLE REMOVAL
0 SX) REMOVETREE
o �•.'�
REMOVE TREELINE
0
c � REMOVE WHEEL STOP
REMOVE CURB&GUTTER
REMOVE SIGN
Project number: A16010.00 Sheet:
Date: 05/03/2022
Drawn by: SIM
G Approved by: JM D 6
0
a

r�-
' STEWART
223 RALEI HE NC 27603 STREET,6TE 1100 FIRM LICEN�SttenC1�051
T919.380.8750 PROJECT#:A16010.00
24
25 I Client:
NIF
ROBERT ALLEN PAINTER& WF 26 I QIY OF
ROBERTA M.PAINTER&
MICHELE FIELDS E.L.SINGLETARV HEIRS / 27 i 0
D.B.5776,PG.2760 D.B.9905,PG.998
PAR R06700-006-005-000 NIF O NOIYIH CAROUNA
PARID:R06]00-006-004-001 , OELORAS WALKER WF 27
D.B.9901,PG.1982 NEW HANOVER BOARD OF EDUCATION 27 I
EXISTING FIRE HYDRANT FA
RID:R0670M06-006-Ooo D.B.3249,PG.594 N/F
TO BE ADJUSTED NEW HANOVER BOARD OF EDUCATION CITY OF WI LMINGTON
RIM=24.66' 8^pp REMOVE EXISTING PARID:R06700-008-00]-000 REMOVE 164 LF OF ENGINEERING DIVISION
.S�P N/F RIM=24 70' D.B.3249,PG.594 P.O.BOX 1810
IN(NW DROP)=17 DECORATIVE LIGHTAND EXISTING IS'STORM SEWER
8 REMOVE EXISTING NEW HANOVER BOARD OF EDUCATION pUT=21.50' PARID:R06700-006-007-000 WILMINGTON,INC 28402
IN(NW)=12.46 RETURN TO PROPERTY NER STRUCTURE D.B.3249,PG.594 T 910.341.7807
IN(SE)=12.46' REMOVE 10 LF F PARID:R06700-006-007-000 CAP EMPTY CONDUIT AND COORDINATE WITH DUKE I F 910.341.5881
OUT=1236' SS\Bp�r EXISTING 15"STORM SEW R REMOVE 58 LF OF PLACE IN HANDHOLE ENERGY TO RELOCATE EXISTING
REMOVE 10 LF OF EXISTING 15"STORM SEWER EXISTING SIGN TO BE II REMOVE EXISTING
AND GUY WIRES.
EXISTING 15"STORM SEWER COORDINATE RELOCATION OF GUY PROTECTED STRUCTURE
4 , WIRES WITH DUKE ENERGY IF REMOVE 202 LF OF
REMOVE 27 LF OF REMOVE 11 LF OF NECESSARY.MAINTAIN T MINIMUM TOC=25.49' EXISTING 15'STORM SEWER tJ EXISTING FIRE HYDRANT
EXISTING 15"STORM SEWER EL
� M SEWER VERTICAL CLEARANCE. IN=21.34 TO BE RELOCATED Project:
RI
W EXISTING WATER METER AND TING / TOC=2551' OUT=21.34'
= VALVES TO BE ADJUSTED URE WOODED OUT=21.36' WOODED REMOVE EXISTING 'll RAP '
S0 HEDGEROW V=22.61' INV=2236' AREA AREA STRUCTURE 1 V=22.10'
INV=22.02' II 18'R RIM=25.42'
RIM=24.89' = SIGN =2 HA _2. AREA
IN 211 RIM 24.96' I V 2 07' UjgAR D
IN=22.fi9' IN 22.81' RIP
SP L
5"R P 18"RCP \
_ - - - 15"RCP _ _ _ _ OUT=22.81' P MASONBORO
75" 15"RCP "RCS-- 15"RCP �- --- _ t - H,W �„ �-,°" -- LOOP ROAD
NIn
5 =24.14' RIM=24.32' _ TOC=25.97'
W IN=2120' 1 IN=22.83'
Z _ = =2.89' =21.67'
f 4 OUT=21.20' OUT=12.14' INIE)=22.32' ,� J UT=22 0T MULTI-USE
J 0 OUT=22.12' RETAIN EXISTING
�•,o9 MASONBORO LOOP RD.
RIM=23.98' RIM=24.95' EXISTING FIRE HYDRANT SCHOOL WATER VAULT � TRAIL
-130' 5 IN_21 68' — —VARIABLE WIDTH PUBLIC RIW—— — TO BE RELOCATED — — — —— DEMO PAVEMENT FOR PIPE ml
OUT=2168' IN()=2245'
O PJG RIM=24.96' REPLACEMENT AND REPAIR — QI
IN=12.16' O T=22.25'
SD 1-05 I
OUT=12A8' REMOVE 91 LF O EXISTING WATER ME R TO
EXISTING I5"ST RMSEWER BE ADJUSTED
DEMO DRIVEWAYS R PIPE " PHASE 1
REPLACEMENT AND EPAIR EXISTING SIGN EXISTING SIGN UJJI
TO BE ADJUSTED TO BE ADJUSTED
EXISTING WATER METER TO REMOVE 89 LF OF a
EXISTING 15"STORM SEWER COORDINATE / ZI
BE ADJUSTED / EXISTING SIGN REMOVE EXISTING ENERGY TO RELOCATE
REMOVE 114 LF OF TO BE ADJUSTED STRUCTURE EXISTING GUY WIRES
E IN-G 15"STORM SEWER EMOVE EXISTING
REMOVE EXISTING TRUCTURE W
MISTING SEWER MANHOLE
iv STRUCTURES O BE ADJUSTED WI
Q
REMOVE 39 LF OF EXISTING 15' E STING SIGN a
FOR PIPE REPLACEMENT DEMENT AND REPAIR. O BE ADJUSTED RE KIN PAVEMENT
EXISTING IGN MA KINGS TO THE w Seal:
O SD 1-05 QEMO DRIVEWAY FOR PIPE TO BE ADJUS ED IN CATED EXTENT
EPLACEMENT AND REPAIR
13328 =e
aOl
of
I
0
Issued for:
PRELIMINARY-DO NOT
g USE FOR CONSTRUCTION
3
❑
3
No. Date Description
a DEMOLITION LEGEND: — ---- ----
REMOVE BUILDING
y REMOVE ASPHALT
v REMOVE GRAVEL
n
gREMOVE BRICK WALKWAY 1"=50' (HORIZONTAL)
a
REMOVE CONCRETE
0 50' 100'
S REMOVE RIPRAP
3
❑ REMOVE VEGETATION
Q
w REMOVE WATER LINE
�SS REMOVE SANITARY SEWER LINE
c REMOVE STORM DRAINAGE Title:
92 REMOVEFENCE
—TP— TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
g DEMOLITION PLAN
x COORDINATE LIGHT POLE REMOVAL
0 SX) REMOVETREE
o �•''�
REMOVE TREELINE
0
c � REMOVE WHEEL STOP
REMOVE CURB&GUTTER
REMOVE SIGN
Project number: A16010.00 Sheet:
Date: 05/03/2022
Drawn by: SIM
G Approved by: JM D 7
0
a

N
CITY OF WILMINGTON INDEX OF SHEETS - PHASE 2 CITY OF
END PROJECT NORTH CAROLINA 1 TITLE SHEET WILMINGTON 1p"qlwl
1A-1B LEGEND AND GENERAL NOTES
PHASE2 2 TYPICAL SECTIONS PROJECT NUMBER: ST E WART
MASONBORO LOOP ROAD 2A-2C TYPICAL DETAILS
15 S T 9 4 223 S WEST STREET,STE 1100 FIRM LICENSE tt C-1051
3-3B SUMMARY SHEETS T919I30.8]SOTfiO3 PROJECT#A1fi010.00
MULTI-USE TRAIL 4-5 PLAN AND PROFILE SHEETS
" PHASE 2 D4 - D5 DEMOLITION PLANS Client:
3 SIG-1.0-1.2 PEDESTRIAN HYBRID BEACON ON 9oF
BEGIN PROJECT` p MASONBORO LOOP ROAD AT STA 23+50 TO
PHASE 2 P LOCATION: "O1Y1`` O1NA
FROM PARSLEY EC-1 - EC-15 EROSION CONTROL PLAN*
CITY OF LIVINGTON
TMP1-TMP3 TRAFFIC MANAGEMENT PLAN ENGINEwINGDIVISI
ELEMENTARY SCHOOL ENGINEERING C28402
P.O.BOX 1810
X1-X7 CROSS SECTIONS wILMIN1.7807 C28402
F 91 D.341.5881
cape Fear PROPERTY LINE TO NORTH *EROSION CONTROL PLAN INCLUDES PHASE 1 AND PHASE 2.
Academy
OF ANDREWS REACH LOOP
Project:
TYPE OF WORK:
GRADING, PAVING,
DRAINAGE, EROSION MASONBORO
VICINITY MAP CONTROL, SIGNAL
LOOP ROAD
MULTI-USE
to TRAIL
I�
0
I~ PHASE 2
J
IN
E IW
CO
Q
2
o Id
Z
o IW Seal:
" Im O
13328 2,
SHEET 4 w SHEET 5 ; *61Nm oo:
w �_ "'•o'PFy D o.•
m
w
Issued for:
MASONBORO LOOP RD MULTI USE PATH I, O Q R PRELIMINARY-DO NOT
PHASE 1 TO BY CONSTRUCTED UNDER A 7RD
O5 USE FOR CONSTRUCTION
9 SEPARATE CONTRACT MASONBO 0
oI 0No. Date Description
v
U ODD I
In
5
a cNp I (HORIZONTAL)
o HI
3 END CONSTRUCTION 0 200 400
PHASE 2
Uj
BEGIN CONSTRUCTION STA:26+57.49
92 a PHASE 2 Title:
s
W i STA:10+00.00 TITLE SHEET
0
0
0
DESIGN DATA PROJECT LENGTH - PHASE 2
s DESIGN SPEED = 20 MPH LENGTH OF PROJECT= 0.31 MILES Projectnumber: A16010.00 Sheet:
Date: 05/03/2022
LEAN ANGLE = 20 DEGREES LENGTH OF BOARDWALK = NA Drawn by: SM/ED
0
Approved by: JM
FUNC. CLASSIFICATION = MULTI-USE PATH LENGTH OF BRIDGE = NA
a

7J
LEGEND AND ABBREVIATIONS**
STEWART
2235.WEST STREET,STE 1100 FIRM LICENSE p'.C-1051
SALEIGH,NC 27603 www.s�ewartinuwm
Note: Not to Scale 919.360.6]50 PROJECTH A16010.00
*S.U.E. = Subsurface Utility Engineering Client.
"Not all symbols shown are present in plans.
V 1 V1
BOUNDARIES AND PROPERTY: RAILROADS: VEGETATION: NORTH CAROLINA
State Line ---- Standard Gauge Single Trees 00 COMMUNICATIONS: CITY OFWILMINGTON
CSX TRANSPORTATION
ENGINEERING DIVISION
Count Line --- RR Signal Milepost Single Shrub o ® WIL IN�TON Nc2aao2
y g p MILEPOST g Water Manhole
T9
Township Line Switch 0 Woods Line Water Meter ,0.315
M F s l o.a4l se8al81
�y
swrrcH 1�
wv
City Line RR Abandoned ———— Orchard Water Valve X
Reservation Line RR Dismantled -------- Vineyard ab Water Hydrant S. Project:
Property Line Recorded U/G Water Line
Existing Iron Pin O EXISTING STRUCTURES: Designated U/G Water Line(S.U.E.*) ----w----
Property Corner RIGHT OF WAY: MAJOR: Above Ground Water Line MASON BORO
Property Monument ■ Baseline Control Point ♦ Bridge,Tunnel or Box Culvert ONG
Parcel/Sequence Number z® Existing Right of Way Marker Bridge Wing Wall, Head Wall co"cww COMMUNICATIONS: LOOP ROAD
and End Wall
Existing Fence Line -x x x- Existing Right of Way Line TV Satellite Dish oTV MULTI-USE
Proposed Woven Wire Fence ____0 Proposed Right of Way Line MINOR: TV Pedestal © TRAIL
Proposed Right of Way Line with Head and End Wall CONCHW
Proposed Chain Link Fence X p 9 Y TV Tower
� �
Iron Pin and Cap Marker Pipe Culvert Cul
Proposed Barbed Wire Fence 6 p U/G TV Cable Hand Hole
Proposed Right a Way Line with m Footbridge r P HAS E 2
Existing Wetland Boundary ----WLe---- Concrete or Granite R/W Marker � Recorded U/G TV Cable �°
Proposed Wetland Boundary wLa Proposed Control of Access Line with rn Junction Box 9 Designated U/G TV Cable(S.U.E.*)
Concrete C/A Marker ----rv---
Existing Endangered Animal Boundary Eaa Drop Inlet ❑ Recorded U/G Fiber Optic Cable .Fo
a Existing Control of Access Catch Basin
Existing Endangered Plant Boundary E � Designated U/G Fiber Optic Cable(S.U.E.*) ----rvFe---
Known Soil Contamination:Area or Site Proposed Control of Access Paved Ditch Gutter
Existing Easement Line --E Storm Sewer Manhole O Seal:
Potential Soil Contamination:Area or Site- ?� GAS:
Existing Greenway Easement Line --GWE— c�
Storm Sewer
Proposed Temporary Construction Easement TCE GM
Gas Valve
BUILDINGS AND OTHER CULTURE: Proposed Temporary Drainage Easement- —TDE Gas Meter El y9=.
UTILITIES: Recorded U/G Gas Line 13328
Gas Pump Vent or U/G Tank Cap X Proposed Permanent Drainage Easement- PDE Fy Eye
Sign Proposed Permanent Greenway Easement —PGE POWER: Designated U/G Gas Line(S.U.E.*) --- `•.�� `"" o°.
",f Y
Well Proposed Permanent Utility Easement PUE Existing Power Pole b Above Ground Gas Line cca=
Proposed Power Pole
Boring Location Proposed Temporary Utility Easement rue Issued for:
�� p y Existing Joint Use Pole -b- SANITARY SEWER: PREUMiNARv-Do NOT
Foundation
Proposed Aerial Utility Easement AUE
O Proposed Joint Use Pole Sanitary Sewer Manhole O USE FOR CONSTRUCTION
Area Outline Proposed Permanent Easement with
Cemetery
Iron Pin and Cap Marker 0 Power Manhole Sanitary Sewer Cleanout C9
0
Power Line Tower ® U/G Sanitary Sewer Line No. Date
Building - ---
Power Transformer ❑T Above Ground Sanitary Sewer acaa^I�a,vsewe, - __-- __--
School PAVEMENT AND RELATED FEATURES: Recorded U/G Power Line Recorded SS Forced Main Line
Church - ---- ----
Existing Edge of Pavement Designated U/G Power Line(S.U.E.*) ----P---- Designated SS Forced Main Line(S.U.E.*) ----Fss---- -_ ____ ----
Dam
Existing Curb
Pavement Removal ® TELEPHONE: MISCELLANEOUS:
HYDROLOGY: Existing Asphalt Pavement 0 Existing Telephone Pole Utility Pole O
Stream or Body of Water Proposed Asphalt Pavement 0 Proposed Telephone Pole + Utility Pole with Base El
Hydro, Pool or Reservoir �- Existing Concrete Pavement Telephone Manhole T Utility Located Object O
Jurisdictional Stream Proposed Concrete Pavement Telephone Booth TB Utility Traffic Signal Box Title:
Buffer Zone 1 BZ 1 Proposed Slope Stakes Cut c Telephone Pedestal ❑TPED Utility Unknown U/G Line
Buffer Zone 2 BZZ Proposed Slope Stakes Fill F Telephone Cell Tower � U/G Tank;Water,Gas,Oil 0 LEGEND AND
Flow Arrow Proposed Curb Ramp cR Recorded U/G Telephone Cable Underground Storage Tank,Approx. Loc. ct� ABBREVIATIONS
Floodway Fw Existing Metal Guardrail Designated U/G Telephone Cable(S.U.E.*) ----T---- A/G Tank;Water,Gas,Oil 0
Spring - Proposed Guardrail I I T T Recorded U/G Telephone Conduit T= Geoenviron mental Boring
Wetland Existing Cable Guiderail In In In Designated U/G Telephone Conduit(S.U.E.*) ----T_--- U/G Test Hole(S.U.E.*) ?
Project number: A16010.00 Sheet:
Proposed Lateral,Tail, Head Ditch Proposed Cable Guiderail Recorded U/G Fiber Optics Cable „e Abandoned According to Utility Records- AATUR Date: 0 5/0 312 0 2 2
False Sum ---,Fe__- Drawn by: WED 1 A
p m Designated U/G Fiber Optics Cable(S.U.E.*) - End of Information E.O.I. Approved by: JM

NOTES i2
GENERAL NOTES
STEWART
1. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE APPLICABLE -S.WEST STREETSTEII°° NRM LICENSE#C-1051
REQUIREMENTS OF THE CITY OF WILMINGTON AND THE JANUARY 2018 NCDOT STANDARD SPECIFICATIONS 20. CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND EROSION CONTROL MEASURES AS NEEDED R"LE'G"NCD'°°' JECT'#A16 SALE H,NC° PROJECT H.A1fi010.00
FOR ROADS AND STRUCTURES. OR DIRECTED BY THE EROSION CONTROL INSPECTOR. IF ADDITIONAL MEASURES ARE REQUIRED IN
ADDITION TO THE PLANS,COMPENSATION WILL BE PROVIDED PER THE CONTRACT PROVISIONS. Client
2. ANY DEMOLITION SHALL BE APPROVED BY CITY OF WILMINGTON INSPECTIONS AND ENGINEERING
DEPARTMENT. 21. ALL CONSTRUCTION PERSONNEL PARKING SHALL OCCUR OFF-SITE. NO PARKING IS ALLOWED ON THE IIfY OF
NEIGHBORHOOD STREETS. � Vl11lJ1V
3. ANY DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND NORTH CAROLINA
APPLICABLE STATE,TOWN,AND LOCAL CODES. THE CONTRACTOR SHALL OBTAIN ALL INSPECTIONS, 22. THERE IS NO ADDITIONAL STAGING AREA PROVIDED BY THE CITY. STAGING SHALL BE CONTAINED WITHIN
CITY OF WILMINGTON
CERTIFICATIONS, PERMITS, EQUIPMENT, ETC.THAT MAY BE REQUIRED. THE LIMITS OF DISTURBANCE ENGINEERING DIVISION
Ro.sox 1810
WILM INGTON,No 28402
T 910.341 7807
4. ALL TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE OPERATIONS 23. THE ENGINEER AND OR CITY DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED 9,0.341 5881
INCLUDING TREE REMOVAL, IN SUCH A MANNER AS TO CLEARLY AND ADEQUATELY SEPARATE ALL TREES TO WITH PROJECT AS SET FORTH IN THESE PLANS. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS
BE REMOVED FROM REMAINING VEGETATION. ARE DEEMED NECESSARY BY THE CONTRACTOR,DETAILS OF SUCH DEPARTURES AND REASONS THEREOF
SHALL BE SUBMITTED TO THE CITY OF WILMINGTON IN WRITING FOR REVIEW. NO DEPARTURES FROM THE Project:
5. CONTACT CITY OF WILMINGTON PROJECT MANAGER TO SET UP A PRE-CONSTRUCTION MEETING PRIOR TO CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE CITY OF WILMINGTON.
LAND DISTURBANCE. TREE PROTECTION FENCING CAN AND SHOULD BE INSTALLED PRIOR TO
PRE-CONSTRUCTION. 24. SUPERELEVATION TRANSITION DISTANCE IS EQUAL TO 7 FEET UNLESS OTHERWISE NOTED. MASOA I BOpO
6. NO GRADING SHALL OCCUR IN THE TREE PROTECTION AREAS OR TREE CRITICAL ROOT ZONES. 25. CONTRACTOR SHALL NOTIFY CAPE FEAR PUBLIC UTILITY AUTHORITY(CFPUA)REGARDING ANY BROKEN LOOP ROAD
WATER VALVE BOXES AND/OR CLEANOUTS,AND CFPUA SHALL PROVIDE AND INSTALL REPLACEMENTS.
7. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY CERTIFICATIONS, EQUIPMENT, ETC.THAT MAY BE MULTI-USE
REQUIRED. 26. CONTRACTOR SHALL NOTIFY CFPUA OF ANY CONFLICTS BETWEEN THE PROPOSED STORM DRAINAGE AND
EXISTING WATERLINE,WHERE THE EXISTING WATERLINE NEEDS TO BE LOWERED TO ALLOW THE STORM TRAIL
8. THE CONTRACTOR MUST,AT ALL TIMES,KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE DRAINAGE TO BE INSTALLED. WATERLINE TO BE ADJUSTED PER CFPUA DETAIL WS-11 -PRESSURE MAIN AND
MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES,OR HIS WORK.ALL DEBRIS SHALL BE REMOVED STORM DRAIN CROSSING ON DETAIL SHEET 2C.
e FROM THE SITE ON A DAILY BASIS. 27. CONTRACTOR SHALL LOCATE ALL WATER AND SANITARY SEWER SERVICES ON THE PROJECT SIDE AND THE PHASE 2
66 9. RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY PROVIDER(S). LONG SIDE OF THE STREET. CONTRACTOR SHALL IDENTIFY ALL SERVICES THAT ARE IN CONFLICT WITH
PROPOSED STORM DRAIN PIPING AND STRUCTURES AND OTHER IMPROVEMENTS. CONTRACTOR SHALL
10. EXISTING UTILITIES AND STRUCTURES SHOWN BOTH UNDERGROUND AND ABOVE ARE BASED ON THE BEST COORDINATE WITH CFPUA IF ANY ADJUSTMENTS OR RELOCATIONS ARE REQUIRED.
AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BEGINNING
RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE CITY OF WILMINGTON'S COMPACTION NOTES
REPRESENTATIVE IMMEDIATELY.
Seal:
STRUCTURAL FILL SHOULD BE COMPACTED IN ACCORDANCE WITH CURRENT NCDOT STANDARDS. TO CONFIRM
N' 11. CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO CONSTRUCTION.ALL THAT THE SPECIFIED DEGREE OF COMPACTION IS OBTAINED, FIELD DENSITY TESTING SHOULD BE PERFORMED INjN cait
o UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES DAMAGED DURING yT"=
EACH LIFT BY A SOILS TECHNICIAN.
Z' CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR. _ ,,,ZB e=
THE PLACEMENT OF ANY FILL MATERIAL MUST BE CONDUCTED UNDER THE OBSERVATION OF A QUALIFIED '•.�y"`""``p o°'
m 12. CONTRACTOR SHALL RESTORE ALL LAY DOWN AND STAGING AREAS TO ORIGINAL CONDITIONS AND TO THE
LICENSED GEOTECHNICAL ENGINEER AND UPON COMPLETION OF THE EARTHWORK ACTIVITIES THE CITY MUST
SATISFACTION OF THE CITY,PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT. BE PROVIDED WITH A FINAL GRADING REPORT THAT INCLUDES THE CORRESPONDING COMPACTION TEST
13. ANY EXCAVATION MUST BE FILLED IN AND TAMPED AT THE CONCLUSION OF EACH WORK PERIOD,AND RESULTS AND CERTIFIES THE TYPE OF FILL MATERIAL AND ITS PROPER PLACEMENT. slued for:
EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA. P -
5 USEE FOR
NARvOR CONSTRRUU NOTCTION
2018 NCDOT ROADWAY ENGLISH STD. DRAWINGS
14. CONSTRUCTION/SAFETY FENCING REMOVED TO FACILITATE ACCESS BY THE CONTRACTOR FOR
3 CONSTRUCTION MUST BE REPLACED AT THE END OF EACH WORK PERIOD TO DIRECT PEDESTRIAN TRAFFIC ROADWAY STANDARDS AS APPEAR IN"ROADWAY STANDARD DRAWINGS"HIGHWAY DESIGN BRANCH-N.C.
AWAY FROM HAZARDOUS AREAS. DEPARTMENT OR TRANSPORTATION-RALEIGH, N.C., DATED JANUARY,2018 ARE APPLICABLE TO THIS PROJECT ___ ____ ----
AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: ---- ---- ----
15. CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL ACCORDING TO PLANS AND OBTAIN APPROVAL FROM ---- ----
N ---- ---- ----
S CITY'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE RESOLVED PRIOR TO DIVISION 2-EARTHWORK ---- ---- ----
N CONSTRUCTION. 200.02 Method of Clearing
DIVISION 3-PIPE CULVERTS
16. STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING FOR APPLICABILITY TO 300.01 Method of Pipe Installation
EXISTING CONDITIONS PRIOR TO CONSTRUCTION.DEVIATION FROM ALIGNMENT DUE TO LARGE TREES OR DIVISION 6-ASPHALT BASES AND PAVEMENTS
o OTHER OBSTACLES ETC SHALL BE APPROVED BY THE CITY OF WILMINGTON. 654.01 Pavement Repairs For Superpave Mix Types
o DIVISION 8-INCIDENTALS
17. CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM WATER DRAINAGE AND PATTERNS 876.02 Guide for Rip Rap at Pipe Outlets
AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED OTHERWISE.ANY DISTURBANCE OF THE PATTERNS DIVISION 9-SIGNING Title
OR STRUCTURES BY THE CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO CONDITION PRIOR 904.50 Mounting of Type'D','E',and'F'Signs on'U'Channel Posts
TO DISTURBANCE. DIVISION 11 -WORK ZONE TRAFFIC CONTROL GENERAL NOTES
SEE SHEET TMP1A PHASE 2
18. CONTRACTOR SHALL REVIEW TREE REMOVAL WITH TOWN'S REPRESENTATIVE AND OBTAIN APPROVAL PRIOR DIVISION 12-PAVEMENT MARKINGS, MARKERS,AND DELINEATION
TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL VEGETATION TO 3 BEYOND ASPHALT EDGE OF TRAIL 1205.01 Pavement Markings
OR WITH IN REQUIRED DRAINAGE DITCHES.TRIM UP BRANCHES OF TREES TO PROVIDE 8'VERTICAL DIVISION 16-EROSION CONTROL AND ROADSIDE DEVELOPMENT
CLEARANCE. SEE SHEET EC-1
5 ADDITIONAL NCDOT STANDARDS NOT ON THE LIST ABOVE MAY BE REQUIRED AS PER PLAN DETAILS AND Projectnumber: A16010.00 Sheet:
19. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF WILMINGTON AND NCDOT STANDARDS. SHOULD A SPECIFICATIONS. Date: 0 5/0 312 0 2 2
Drawn by: ED
CONFLICT ARISE,THE ENGINEER SHALL DETERMINE WHICH STANDARD SHALL GOVERN.
Approved by: JM B
2

VARIES SEE GEVARIES-SEE CROSS SECTIONS VARIES SEE
CROSS SECTIONS CROSS SECTIONS
5'AND
2' MULTI-USE PATH 2'
2' MULTI-USE PATH 2' VARIES 2� 2' LANE WIDTH SHLD WIDTH-SEE TABLE SHLD
SHLD WIDTH-SEE TABLE SHLD (TO BE SEEDED) VARIES 1' 1' STEW R T
EOP-LEFT EOP-RIGHT
EOP-LEFT EOP-RIGHT SEE TABLE SEE TABLE 223 s.WEST STREET,STE 1100 Fir-CENSEu C-051
SEE TABLE SEE TABLE T 91939D.8]90TfiO3 POINT pROJECTM:A1fi010.00
I
ORIGINAL C1 ORIGINAL C� ORIGINAL
GROUND GRADE C1 GROUND GRADE GROUND Client:
POINT EXISTING ¢tx of
Q,4
R1 ROAD v/ vv TO
k 0.02 0.02 0.02 0.02
0.02� 0.02, 0.02, 0.02, 0.02�
ORIGINAL 1� \ ORIGINAL 1�w '/ ?7 N012TH CAROUNA
GROUND Z ' \ �\ /\ \\\\`� \, / \ / \ \ i \\� 2' \y�\�/ \ i\y\y / \ y�\�\/ \\ \ \//\ \/\��i/\\\�/\\\\'
\„ y GROUND \ y�� \�ti� \/\ \� \ \ \\/ M ORIGINAL
/ T �y� �� \ \ \ \ \ \ �� GROUND ECITY OFNGINE WING DIVISION
ENGINEERING DIVISION
P.O.BOX 181oON,
W910I3417807NC 28402
COMPACTED y \/ \\l�\
V1 SUBGRADE TH`SLIN� Vi COMPACTED GRADE TO F910.841.5881
(95%MIN.) J1 COMPACTED SUBGRADE THIS LINE
SUBGRADE (95%MIN.)
(95%MIN.)
Project:
TYPICAL SECTION#1 -VARIABLE WIDTH ASPHALT MULTI-USE PATH WITH C&G TYPICAL SECTION#2-VARIABLE WIDTH ASPHALT MULTI-USE PATH
NOT TO SCALE NOT TO SCALE
ALIGNMENT BEGIN STATION END STATION EOP- LEFT EOP- RIGHT MUP WIDTH NOTES ALIGNMENT BEGIN STATION END STATION EOP-LEFT EOP-RIGHT MUP WIDTH NOTES MASO N BO RO
-L- 10+00.00 11+72.80 5' 5' 10, 2'Shoulders -L- 11+88.60 15+45.81 5' 5' 10' Accessible Ramp LOOP ROAD
-L- 15+87.43 18+05.60 5' 5' 10, Accessible Ramp -L- 19+05.00 19+69.90 5' 5' 10' MULTI-USE
-L- 18+05.60 18+20.60 5'-3' 5' 10'-8' 15'taper,10'to 8'wide L- 19+83.70 20+04.70 5' 5' 10'
-L- 18+20.60 18+35.60 3'-5' 5' 8'-10, 15'taper,8'to 10'wide L- 20+14.90 20+68.80 5' 5' 10' TRAIL
-L- 18+35.60 18+44.80 5' 5' 10, -L- 20+78.10 21+64.00 5' 5' 10'
L- 18+60.80 19+05.00 5' 5' 10, -L- 21+75.00 24+56.66 4' 4' 8' Accessible Ramp
-L- 24+95.76 26+57.49 5' 5' 10' Accessible Ramp PHASE 2
E
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o Title:
PAVEMENT SCHEDULE
8 PROPOSED 2"ASPHALT CONCRETE SURFACE COURSE,TYPE TYPICAL SECTIONS
c Cl 59.5C,AT AN AVERAGE RATE OF 224 LBS.PER SQ.YD.
0
11 PROPOSED 6"AGGREGATE BASE COURSE
0
o V1 TYPE IV WOVEN GEOTEXTILE SEPARATOR
tO NOTES: Project number: A16010.00 Sheet:
T EARTH MATERIAL 1. TRANSITION SUPERELEVATION AS SHOWN ON PLANS. Date: 05/03/2022
TRANSITION DISTANCE SHALL BE 7'PER 1%CHANGE. pp y: SMiED
R1 PROPOSED 2 ^/
2'CONCRETE CURB AND GUTTER 2• MAINTAIN 8'VERTICAL CLEARANCE ABOVE TRAIL IF APProved bv: JM L
o POSSIBLE,7'ABSOLUTE MINIMUM CLEARANCE.
a

W3SIGNS
1.All signs shall meet the requirements of MUTCD and City Traffic Engineering in effect at the time Construction. S T E WA R T
2.All Trafficc Control Signs including multi-use paths shall be fabricated with 0.080 inch
VERTICAL CURB NO CURB alums NW
inum blanks using high intensity prismatic reflective sheeting Type W or better.STOP
g
NEX TOP CAP si n shall be a minimum of W ". 223 s.WEST STREET,STE 1100 nRMucENSE#:C-051
es nu 5T 9 T 919.3H0,HK]fiO3 PROJECT#A16010.00
STD 3.SPECIAL DESIGNATION signs by location and type shall adhere to City of Wilmington
signage plan(ie.downtown,historic,cross-city trail,parks,riverfront,scenic by-way,parking,
2' MIN. 6'-12' STREET NAME SIGN etc.)and all associated policies. Client:
2" NEX POST — WITH BRACKET
a_.
(DECORATIVE) z" TYP 4.POST MOUNTED STREET NAME SIGNS shall be fabricated with 9"extruded aluminum
POST street name sign blanks using a standard cut-out. Minimum sign length is 18"long and =oF
7' MIN. OIRT increasing in 6"increments to 54"maximum as dictated by the number of letters in the name. TO
CONCRETE OR The color scheme shall be white letters on a green background without a border.Generally, NORTH CAROUNA
RICK SURFACE in the downtown and historic areas or as designated in the City of Wilmington signage plan
the background shall be blue and contain a topper.
FWEX.G1
CITY OF WILMINGTON
5.Decorative sign posts shall consist of the NEX sign support system,2"octagonal tube,14ENGINEERING DIVISION
LOCKING P.O.BOX 1810
z gauge,powder coated glossy black and include Cap,post,base and wedge. wILMINGrON,NC 28402
T 910.341.7807
6"ANTI-SPIN F910.341.5881
EX POST BRACKET 6.All other sign posts shall be u-channel posts made of galvanized steel with 8'posts 2lbs/ft
12" BASE or 12'posts 3lbs/ft.Galvanized NEX post may be substituted with approval from the City
CONCRETE Signs and Markings Engineer.
7.OVERHEAD STREET NAME SIGNS shall be fabricated with 0.080 inch aluminum flat sign Project:
blanks 18"in height using a standard cut-out.Sign length will be dictated by the number of
SLOPE CURB letters in the name.For mast-arm type traffic signal supports and other overhead support
systems refer to the design plans for maximum sign length.
8.All sign lettering,colors and fonts shall adhere to the MUTCD in effect at the time of
construction.Florescent Yellow-Green shall be used on signs,in place of Yellow,when listed M AS O N B O R O
as an optional color in the MUTCD. Generally,the font will be FHWA series fonts(Highway
Gothic.)Other font types require prior City Signs and Markings Engineer approval. LOOP ROAD
4' MIN.
7' MIN. LOCATION
2" U-CHANNEL MULTI-USE
9.Sign locations depend on the edge of road condition. Generally,signs shall be a minimum
DIRT 2'from face of a vertical curb,4'from front of slope face curb,and 6'from edge of pavement
without curb.Signs shall not be located more than 12'from any of these locations. TRAIL
3' 10.Sign posts installed in dirt shall be buried a minimum of 36". Octagonal posts shall utilize
an anti-spin device,6"in length minimum.Sign posts installed in concrete or brick shall
utilize a base cast in Concrete 24"x 12"diameter.
*DETAILS SHOW VARIOUS TYPES AND LOCATION, BUT NOT 11.Street name signs shall be installed 8'-6"from the round to the bottom of the sign.Street PHASE 2
ALL COMBINATIONS. 9 9 9
name signs co-located with STOP signs shall be installed above the STOP sign.A 6"space
shall be maintained between the STOP sign and a Street name sign that is parallel to the
STOP sign face.All other signs should be mounted per MUTCD guidelines for Urban Areas.
STANDARD DETAIL ��1�� � GTON STANDARD DETAIL T
DATE: NOVEMBETL201, TT����T� � ,,ffy GGTTO�N
STREET SIGNS �/ NORTH CAROLINA DATE: NOVEh®ER,2011 ��n E,���T^*T�
STREET IG NORTH CAROLINA
DRAWNHY 1SR AND LOCATION
OC A TION PO BOX 1810INGTON ENGINEERING DRAWN BY JSR AND T LOCATION CITY OF WILMINGTON ENGINEERING
AND L 1it11 1V 11 L 1 1`! PO BOX 1810
N CHECKED BY BDR,P.E. WILMINGTON,NC 28402 CHECKED➢Y NOR,P.E. WILMINGTON,NC 28402 Seal:
[phone]
O SCALE NOT TO SCALE SHEET I Oft SD I5_03 SCALE NOT TO SCALE [phone]
SHEET 2 of 2 SD 15-03
CAR
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1142" RAD. 8„ 2'-0„ = 1/" RAD. 7RFACE3„ ss0 3" RAD. Y" RAD. Co1/8" RAD. oo 0-szIssued for:
. .p _ 0 ¢off p 2„ R o0 0 PRELIMINARY-DO NOT
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m 2'-6" CURB AND GUTTER 1'-6" CURB AND GUTTER
0
m 8" X 12" OR 18" 9" X 12" OR 18" o No. Date Description
4'-0" PROPOSED CONCRETE CURB CONCRETE CURB ,
2'-0" EDGE OF PAVE MEN T
2" A R _
4;1 8" 2'-4" MIN. 1/" RADIUS 1/" N
P 12'[
142
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MEDIAN CURB VALLEY GUTTER H
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GENERAL NOTES:
IY GROOVED OR SAWN z cc
0 CIO
-PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT JOINT WITH JOINT Q W 7
c A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SEALER lu; V Title:
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED JOINT SEALER W
a WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. 1/8" RAD. GUTTER > =G
-JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. o.
1/8" BAD. PAVEMENT SURFACE V Z
-CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF SURFACE 0 Z Q TYPICAL DETAILS
$ TEMPLATES OR FORMED BY OTHER APPROVED METHODS. Qp V
CONSTRUCT NON-TEMPLATE FORMED JOINTS A MIN. OF 17 z" DEEP. ° 0.e.,...','n�.
c -FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8"x6" MEDIAN CURB, '�Co
WITH JOINT FILLER AND SEALER. PROPOSED
$ -SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO CURB&GUTTER PROP. JOINT FILLER
ALL RIGID OBJECTS. JOINT PAVEMENT
oI LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT
IN CURB AND GUTTER
0
SECTION VIEW OF JOINTS sREEr 1 aF a
5 1846.01 Project number: A16010.00 Sheet:
Date: 05/03/2022
Drawn by: JM/ED ^/
G Approved by: JM LA
2
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x RAMP W/ CURB RETURN RAMP W/ DEPRESSED CURB
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RIFLED EXPANSION JOINT FILLED EXPANSION JOINT
o
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c Tor �ONry O1-1 SIDEWALK LAN I N G 1/2"EXPA SION SIDEWALK LANDING 1�2"EXP SION A A B B
yy „ w�' pnrvsi°ry s°i JOINT(TY JOINT(TY 2235.WELT STREET,STE 1100 FINVUCENSEtt:G1051
�sl°x RALEIGH,NO 27603 steweNnc.mm
E%PpN T919.380.8]50 PR
A16010.00
DT­
PLAZA OR OTHER
C C7 41NT cxncN cxux „Ic"1~ oN,xol PLAZA OR OTHER rJ
NON-WALKING SURF C NON-WALKING Client:
Rtl 'z a s D J01M JaNT 01 E B �/R=1.5' C SURFACE C CONTROL JOINT
XHAN
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° 11l oEoxE111ou U°Ix, ��°L 1N TN x.D�us pax. B WARNING A WARNING A OUNDED CONCRETE1 SCORE ¢Ex of TO
It Y uu nx Esl UN5T 1 OEpreEsslola� DOMES DOMES SURFACE NORTH CAROUNA
n } T
cux j xpnxs°x JOIx] ON�OL 1.5f0.5% 1.0-8.3%(30"MAX RISE) �,I 4 "J �- /4 CITY OF WINGLMINGTON
DIVISION
O a j JarvT (e c xE 4' mIn + ENGINEERING DIVISION
�� P.O.BOX 1810
N
�C 4' MINA SECTION B-B �2" W910IN178N07NC28402
RAMP F 910.341.5881
c,mER uxE LANDING CURB AND GUTTER
efo� cuxe MIN. LANDING WIDTH
= RAMP WIDTH 2 SECTION A-A SECTION B-B
px„Eu LIrvE A pU�-s.T.NSIP°N-3.5 MAX SLOPE 2% IN ANY DIRECTION
o v=moE. -oEPT„.3 x svlarvcEN,A4.° S�oN- . SECTION A-A
MIN
xc cures a cu.,cre murvwn°x s oxe ur ec ET 1Mur�00 ow NITS) EP RESS ED IIIJ fES: 1. JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS. Project
nvpao,Eo. s'Hsi oNis c uNlls) SECTION C-C CURB 2. SANITARY SEWER CLEAN-OUTS,WATER METERS, MANHOLES,AND VALVE LIDS TO BE
vuu=s.Trey ry=zs WARNING DOMES LOCATED OUTSIDE SIDEWALK WHERE FEASIBLE.
1.6-24"(TYP)
0'2 3. MINIMUM SIDEWALK WIDTH TO BE 6' MINIMUM IF PLACED AT BACK OF CURB,
W - RESIDENTIAL DRIVEWAY PLAN4. CONCRETE FOR ALL SIDEWALKS(EXCEPT ANY PORTION CONTAIN WITHIN A DRIVEWAY MASON BORO
(0,00000000000o
w 91y0/ 000000000000000 T TRUNCATED DOMES APRON) SHALL BE CLASS"A"-RS IS PSI.
Ly 000000000000000 2' MIN BASE DIAMETER 0.9-1.4" 5, MINIMUM REPLACEMENT FOR REPAIRS IS A 5 X 5' PANEL
o00000000000000 TOO DIAMETER 5G_6D% LOOP ROAD
00000000000000 OF BASE(TYR) 6. 4"STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS
1.6-z.a"(lYP) 1
7. MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12"L RAMP WIDTH d —00000000000000 MULTI—USE
r m sioex 8. MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1
WARNING DOME NOTES: 1.
N,xol xlNsmaN USE CONTRASTING COLORS RED OR BLACK ON WHITE PAVEMENT.
2. USE CAST IN PLACE PAVEF�S FOR NEW CONSTRUCTION. 9. MIN GRADE FOR PROPER DRAINAGE IS 1% IN AT LEAST 1 DIRECTION. MAX CROSS
3 MATS ARE PERMITTED FOR RETROFITS. TRAIL
m K co ° SLOPE IS 2%. MAX LONGITUDINAL SLOPE IS 8.3%, 10%IF LIMITED BY EXISTING
"„ . RUBBER conlDlnolNs,OR No GREATER THAN
_ 4. LANDING AND RAMP WIDTH MAY BE REDUCED TO 3' WHERE SPACE THE SLOPE OF THE EXISTING ADJACENT ROAD.
IS LIMITED AND DESIGN IS APPROVED BY THE CITY ENGINEER.
<b m a N r cures xcTuxx STANDARD DETAIL V1 STANDARD DETAIL
_—{ DATE: DBCEMBER,2010 `I moon GTO DATE:OCTOBER,2910 l7
PERPENDICULAR CURB NOR H RO NA N°RTHC R°R A PHASE 2
SECTION B-B - DRAWN: PH/JSR CITY OF WILMINGTON ENGINEERING DRAWN: PH/JSR CITY OF WILMINGTON ENGINEERING
RAMP PO Box DENG SIDEWALK RO BOX 1e10
CBECKED: DEC WILMINGTON N.C.28402 CHECKED:DEC WILMINGTON N.C.28402
SCALE Nor TO SCALE ADJACENT TO PLAZA [phone] SCALE NOT TO SCALE [phone]
C � SD3-08 SD 3-10
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N r 0 I-I C7 OBLIQUE VIEW 1/2"FILLED EXPANSION JOINT
V Pi -1.
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T /
I� t' CONTRACTION JOINT , , ', -' STANDARD PARALLEL `�JQtH 1CAR zzj/y.
3 N 2. CL� (1/4' X 1' DEEP SCORE) ,•, ,•, '.' CROSSWALK `9
NO y (e'SON i oM"�.N E.NE)-N.axe N-NN eouNwm x..e onxaw.. �8V' =ure lapRse rreox cuTrcre°NElAexoss oevx.se oN E ,.sx vx ,� 10'TYP1332B zCURB (vue EsiOp °u, s scope 6'MIN.W/APPAL
NCLEI LINE
oz EpxEls�oN re T„�cN 5" R .
c °r 171,= ON CL Issued for:
R=1j� RAE LINE a �. + PRELIMINARY-DO NOT
0 A sy `�5"°°° a fi„ R=, ( P) �F -s' USE FOR CONSTRUCTION
co
1 HIGH VISIBILITY
0 W - accreecn.cEllT _ SPECIAL EMPHASIS
�I T 1z xs� -��_ _ CROSSWALK
CROSSWALK
a
o SECnON A-A `— zs" IANE uNE p, 2, No. Date Description
VERTICAL CURB AND GUTTER SLOPE CURB TT —
c -—�- - 8
R=3" -fi-1 TA. f E-I-e" $y -� 8 10' 10,
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GRANITE CURB
0
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0 11" 1-TYPICAL CROSSWALK DIMENSIONS ARE PROVIDED FOR REFERENCE ALL
L (rvP) ss" ?" APPLICATIONS SHALL CONSIDER PEDESTRIAN, BICYCLE AND TRAFFIC Title:
'a -,- CONDITIONS AND ARE SUBJECT TO ADA GUIDELINES AND MATERIAL
-IR—E 111E 1oxx1E 1 I SPECIFICATIONS. LAYOUTS SHALL BE DIRECTED BY THE ENGINEER.
F-1 z" oxEwTE 111E wURSE 2-GENERALLY, STANDARD PARALLEL CROSSWALKS TO BE USED AT SIGNALIZED TYPICAL DETAILS
g 12' INTERSECTIONS OR WHERE CROSSWALK TRAFFIC OR CONFLICT POINTS ARE
VALLEY CURB HEADER CURB AVERAGE. SPECIAL EMPHASIS CROSSWALKS AND HIGH VISIBILITY CROSSWALKS
a° nsEEs:1.EXPANSION JOINT MATERIAL To CON—WITH CURRENT NCDOT STANDARDS ARE NEEDED AT BUSY SIGNALIZED INTERSECTIONS AND WHERE BICYCLE AND
c 2.sD'MAX EXPANSION JOINT SPACING,10'MAX CONTRACTION JOINT SPACING PEDESTRIAN TRAFFIC REQUIRES INCREASED VISIBILITY.
3.MINIMUM INSTALLATION LENGTH IS 5 R.
4.CONCRETE TO BE 3000 PSI MIN
O 5.VERTICAL CURB AND GUTTER BASE CAN BE SLOPED 3/4"OR USE A FIAT BASE
c STANDARD DETAIL STANDARD DETAIL
,p DATE: AUGUSLMIN DATE: EEBRUARV,2012 GTO
Noxrac rcoLwA CROSSWALK EORCAUAASALLNA Projectnumber. A16010.00 Sheet:
DRAWN:PB/JSR DRAWN BV l9R
CURBING CItt OF 1810WILMINGTON ENGINEERING CITY OE WILMINGTON ENGINEERING Date: 05/03/2022
CHECKED:DEC sox lalo EDR,P,E_ PAVEMENT MARKINGS P��MINOGTON'ONC zeaoz Drawn by: JM/ED
(910)WILMINGTON N.C.28402 CHOCKED BY ^n
[phone] L�B SCALE NOT TO SCALH SCALE NOT TO SCALE (910J 341—7807 Approved by: JM
SD 3-11 D 11-11
0 S
a

12"OR SMALLER RESTRAINED JOINTS LENGTH
PVC OR DIP AS REQUIRED USING
CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES: WATER OR FIELD APPLIED SYSTEMS BY EBAA
FORCE MAIN IRON OR EQUAL(TYPICAL EACH SIDE)
1. ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY 15' MAX. 15' MAX.
AUTHORITY(CFPUA) WATER DISTRIBUTION AND SANITARY
SEWER COLLECTION SYSTEMS, OJECT N A1fi010.00
SHOWN AND SPECIFIED _ STORM S T E WA R T
HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM s DRAIN
TO STATE RULES AND THE CFPUA'S MINIMUM TECHNICAL g 3' MIN.-
STANDARDS. THE CFPUA MINIMUM TECHNICAL STANDARDS ARE s
CONTAINED IN THE CURRENT DESIGN GUIDANCE MANUAL, g" 5' MAX MIN.-
223 s.WEST STREET,STE 1100 FIRMUCENSEu:c-m51
MATERIAL SPECIFICATION MANUAL, TECHNICAL SPECIFICATIONS ; PAVED AREA UNPAVED AREA MIN. _I I RALDGH,Nc2]fioa T919.330.3]50 .,aronc.�m
E FOR CONSTRUCTION, AND STANDARD DRAWING DETAILS. ALL PR :
E 2. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS SIDES FUSED HDPE
STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN 45'VERTICAL
l 3 FUSED MJ ADAPTER CONTINUOUS
TRAFFIC AREAS. a a BENDS(TYP.) Client:
3. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO KIT DRISCOPLEX OR FUSED
MAIN AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE. SEWER g LID MARKED "WATER"(WATER MAINS) EQUAL WHERE HDPE
LID MARKED "SEWER" FORCE MAINS) CONNECTING HEAVY LOAD
810
SERVICES IN TERMINATE
ARE REQUIRED TO BE ( 3 cITYOF
a' PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE TO DIP METAL LOAD PLATE PRIMARY
MANHOLE AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE. LID FLUSH W/FINISHED GRADE OR PVC C-900 GASKET i
PRECAST CONCRETE COLLAR s (TYPICAL EACH END) 11
4. ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS a PAVEMENT REPAIR (SEE ADAPTER NORTH CAROLINA
a SHALL ALSO BE CONSTRUCTED OF DIP. FINISH GRADE TO REVEAL BUTT FUSION END MJ SLEEVE OR
AS REQUIRED a
5. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE LINE ON COLLAR a COUPLING INSET) OF MJ ADAPTER MJ PIPE
FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW g METAL CITY OF WILMINGTON
DEVELOPMENTS. 3 ENGINEERING DIVISION
SCREW TYPE HDPE PIPE STIFFENER P.O.Box ON,
6. NO FLEXIBLE COUPLINGS SHALL BE USED. g WILMINGTON,NC 28402
VALVE BOX W LID
� 7. ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316. o / TS1o.841.7eo7
3'-0" MIN. - Fs1 D.341.5851
s 8. ALL
SHALL BE LOCATED A MINIMUM OF 6 FEET FROM o g GASKET RETAINER
ALL PROPERTY CORNERS. DETECTION TAPE
� 9. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM - HEAVY DUN RETAINER STANDARD 31655
THE PROPERTY CORNER. / o GLAND RING T-BOLT
10.UNUSED SERVICES SHALL BE ABANDONED. ABANDONED WATER TRACER WIRE HDPE ADAPTER COUPLING INSET
" SERVICES SHALL BE DISCONNECTED FROM MAIN. ; Project:
11. A MINIMUM OF 10'OF MAIN LINE, 5' UPSTREAM AND 5'
DOWNSTREAM SHALL BE REPLACED FOR NEW SEWER SERVICE r.
CONNECTIONS TO EXISTING CLAY GRAVITY SEWER MAINS. a NOTES:
e 12.A MINIMUM OF 20'OF MAIN LINE, 10' UPSTREAM AND 10' 9 M.J. GATE VALVE a 1. MAY BE USED AS AN ALTERNATIVE TO CFPUA STANDARD DETAIL WS-10(STORM
' DOWNSTREAM SHALL BE REPLACED FOR NEW CUT IN a CROSSING) WITH APPROVAL BY CFPUA. SHALL NOT BE USED FOR DITCH CROSSINGS. MASONBORO
a MANHOLES ON EXISTING CLAY GRAVITY SEWER MAINS $ 2. NO SERVICE CONNECTIONS, VALVES, TEES, ADDITIONAL FITTINGS OR APPURTENANCES
13.PROVIDE A MINIMUM DISTANCE OF SIX(6)INCHES BETWEEN g = SHALL BE INSTALLED ON HDPE.
a EDGE OF MANHOLE CORE HOLES AND MANHOLE BARREL i a 3. 45'VERTICAL BENDS MAY BE ELIMINATED IF OFFSET CAN BE ACHIEVED BY DEFLECTING
' JOINTS. PROVIDE A MINIMUM DISTANCE OF SIX(6) INCHES 4PIPE WITHIN MANUFACTURER'S MAXIMUM BENDING RADIUS. LOOP ROAD
BETWEEN EDGES OF CORE HOLES. CORING THE MANHOLE CONE NOTES: a . HDPE SHALL BE MINIMUM OF DR-11 (200 PSI), DIPS, PE 4710, BLUE POTABLE WATER
a IS NOT PERMITTED ) MAINS AND GREEN SEWER FORCE MAINS. INSTALLATIONS IN PUBLIC RIGHT-OF-WAY ARE
14.WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT 1. TRACER WIRE SHALL PENETRATE VALVE BOX THROUGH DRILLED = SUBJECT TO NC DOT REQUIREMENTS, WHICH MAY INCLUDE USE OF DR-9 HDPE. MULTI-USE
SHALL BE BURIED AT A MINIMUM OF THREE(3)FEET AND A HOLE APPROX. 6" BELOW GRADE WITH MINIMUM 2-FEET EXTRA 5. 45'VERTICAL BENDS MAY BE FUSED BY SUPPLIER PRIOR TO DELIVERY TO SITE.
s MAXIMUM OF FIVE(5)FEET BELOW FINISHED GRADE. DEPTHS LENGTH COILED IN THE VALVE BOX. SEE WS-6. z 6. THE HDPE CROSSING ASSEMBLY SHALL BE PRESSURE TESTED PRIOR TO ACTIVATING.
GREATER THAN FIVE(5)FEET MUST BE APPROVED BY CFPUA. y ABOVE GROUND PRESSURE TEST MAY BE ALLOWED WITH APPROVAL BY CFPUA. TRAIL
w 15. ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE
INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE
LARGEST DIAMETER PIPE.
m N
_ DETAIL: DETAIL NO: _ DETAIL: DETAIL NO: DETAIL: DETAIL NO: PHASE 1 /t S E /''
STANDARD NOTES CAPE FEAR PUBLIC UTILITY AUTHORITY WS-14 w E MAIN A
CAPE FEAR PUBLIC UTILITY AUTHORITY WS-5 STORM DRAINPRESSURCROSSING HDPE CAPE235GOVERNMENT CIENTER ORND
IVORITY WS-11 H L
IREouIReO ory u.L Puw as ETsI # VALVE DETAIL
_ 235 GOVERNMENT CENTER DRIVE 235 GOVERNMENT CENTER DRIVE
CFPUA DETAIL DATE: WILMINGTON,NC 28403 SHEET NO: CFPUADETAIL DATE: WILMINGTON,NC 23409 SHEET NO: CFPUAOETAILDATE: WILMINGTON,NC 28409 SHEET NO:
SCALE'.NOT TO SCALE OFFICE:1910)332E560 - SCALE'.NOT TO SCALE OFFICE:1910)332E560 - SCALE:NOT TO SCALE OFFICE:I910)332-6560 -
o1,1Zl o1ro1rz021 01/0112021
S1ewaMsbip.Sustainabiliiy.Service. S1ewaMsbip.Susiainabiliiy.Service. StewartlsM1ip.Susiainabilily.Service.
E
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c6 SEE 1' MIN./
NOTE 8 18"MAX.
PUMPING AND HOSE FIRE HYDRANT 'ZH MCAR
CONNECTION EQUAL TO CFPUA ? �,
3 STANDARD WITH 5" STORZ `�
CONNECTION FACING ROADWAY
N
aI BREAK RING, a AT THE R IN R/W, OR w f133?s
w z 2' MIN./6" MAX. CFPUA APPROVAL § DIRECTED BY CITY
} INSIDE EASEMENT w/ SIZE VARIES AS ,�, GIN DO
COMPACTED �i m ABOVE FINISHED GRADE OR NCDOT M,D„
BACK FILL ; 24"x24"x4" "C/O"SHOWN ON LID LANDSCAPE TIMBER TO
COMPACTED THICK CONCRETE
o BACK FILL COLLAR ) THREADED PLUG W/ MARK CONNECTION
FRAME& COVER Issued for:
t - v 2" SQUARE NUT ON CAP -
o ez //\\/ /� 2'-0"
GRADE MIN EXISTING ASPHALT
_° X /\< //\ -18" . PRELIMINARY-DO NOT
$ <m /\\//. \\� / SCREW TYPE VALVE 1
USE FOR CONSTRUCTION
BOX L MARKED WATERD, LID
" 8" AIR GAP •'1' EXISTING SUB-BASE
@ ///`/,• \/\30" MINIMUM DEP YZE
�\ /\ 6" '-0"
o I VERTICAL ih / iV// (SEE NOTE 4) OPEN LEFT I CLEAN
4T
m \ i ( ) TO VERIFY IF SUFFICIENT
OUT BOX PRECAST ECCENTRIC TOP No. Date Description
o SHOE j/ SEE SEE NOTE 3 FEMALE
TH M.J. GATE VALVE MINIMUM DESIGN ENGINEER
W LID FOR EACH SERVICE MAX. 8" OF BRICK OR
NOTE 5 ADAPTER / FOR LESS THAN 4'-0" DEEP 2% 4% 6" PRECAST '\
SPECIAL PRIOR APPROVAL w LEVELING RINGS -
���A��\ ONE PIECE 4X4 4" BY CFPUA IS REQ.'D.
DI FLANGE OR 6X6X4 STACK
CONNECTIONS / V I COMBINATION -
o ONLY j 3' MIN.- VARIES. --
a'i DI PIPE I VARIABLE SLOPE '
z //�. \. FIELD APPLIED JOINT RESTRAINT o 0
Ya" PER FT MIN. T
#57 STONE FILL (SEE NOTE 1) X"x6" tr
MJ TEE 18"LG. NIPPLE
(7 CIF MIN.) PIPE MATERIAL: &GLUED CAP SCE. SECTION
P
SOLVENT WELD PVC 1120
90"
ASTM D-1785 g
STONE ELBOW _
FILL s
o i 3
k
TES
m 1.0 JOINT RESTRAINT SYSTEMS SHALL BE WEDGE ACTION STYLE FOR DI. a Title:
2. WHEN HYDRANT LEGS REQUIRE FULL LENGTH PIPE SECTIONS, OVER BELL RESTRAINT SYSTEM
w SHALL HAVE 316 STAINLESS STEEL HARNESS AND FASTENERS.
a 3. CONTINUOUS 316 STAINLESS STEEL RODS(TEE TO VALVE AND VALVE TO HYDRANT)MAY BE NOTES: p TYPICAL DETAILS
$ z USED WITH COR-BLUE MJ T-BOLT AND GASKET KITS, AS AN ALTERNATIVE. z
4. HYDRANT AND VALVE SHALL BE PLACED OUTSIDE DITCH LIMITS. 1. FOR PRIVATE 8" SERVICES, MANHOLES ARE REQUIRED FOR CONNECTION TO
C, 5. WEEP HOLES OPEN AND UNBLOCKED TO DRAIN.
SYSTEM AND AT THE PROPERTY LINE, WITH REQUIRED EASEMENT.
6. JO TEE SHALL RESTRAINED ON EACH SIDE OF MAIN PLUS MAIN VALVES, FITTING, OR 2. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 12 FEET FROM ALL PROPERTY
JOINTS WITHIN 10-FEET OF MJ TEE. c w
7. TRACING WIRE SHALL EXTEND ALONG HYDRANT LATERAL AND UP TO FINISHED GRADE WITH CORNERS. e
pI w 2-FEET EXTENDED ABOVE THE BREAK RING OF HYDRANT.
0
8. HYDRANT TO UTILIZE A VERTICAL SHOE WHEN INSTALLED 5' IN DEPTH OR GREATER.
rp i DETAIL: DETAIL NO: DETAIL: DETAIL NO: DETAIL: DETAIL NO:
CAPE FEAR PUBLIC UTILITY AUTHORITY SEWER SERVICE CONNECTION- CAPE FEAR PUBLIC UTILITY AUTHORITY CAPE FEAR PUBLIC UTILITY AUTHORITY S-15 Projectnumber: A16010.00 Sheet:
FIRE HYDRANT ASSEMBLY W-9 a TYPICAL CLEAN-OUT z covERNMENT CENTER DRIVE S-13 _ MANHOLE RIM ADJUSTMENTS44M235 GOVERNMENT CENTER DRIVE 235 GOVERNMENT CENTER DRIVE Date: 05/03/2022
WILMINGTON,NC 2fi403 G 35 WILMINGTON,NC 23403 WILMINGTON,NC 23403 A A
CFPUA DETAIL DATE: SHEET NO: CFPUA DETAIL DATE: SHEET NO: CFPUA DETAIL DATE: SHEET NO: Drawn b 1\/`,/-_
S OFFICE:(910)332E560 - 1 SCALE:NOT TO SCALE OFFICE:1910)992-fi5fi0 - OFFICE:1910)332-6560 y' __
SCALE'.NOT TO SCALE 01,112021 SCALE:NOT TO SCALE
olrolrzozl ovovzozl
v slewamehip.saalamaMliry.sereice. st-Vd,hip.saatemability.smite. 5lewa1,hD S",Wn,bi6ry.service. Approved by: --
2
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FWA
STEWART
223 S.WEST STREET,STE 1100 FIRM LICENSE tt:C-1051
RALEIGH,NC 27603 www.steweNnc.mm
T 919.38D.8750 PROJECT N:A16010.00
Client:
COMPUTED BY: VHB DATE: 211412019 PROJECT NO. SHEET NO.
QIY OF
CHECKED BY: VHB DATE: 21,4129,9 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION A16010.00 'I'p
NORTH CAROIdNA
DIVISION OF HIGHWAYS
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for CITY OF WILMINGTON
ENGINEERING DIVISION
project construction stakeout. P.O.BOX 1810
WILMINGTON,NC 28402
See"Standard Specifications For Roads and Structures,Section 300-5". T9,0.341.7807
LIST OF PIPES, END WALLS, ETC. (FOR PIPES 48 INCHES& UNDER) F91DB41.5881
ENDWALLS o a w ABBREVIATIONS Project:
w a m o o w
STATION z o 0 o a DRAINAGE PIPE C.S.PIPE R.C.PIPE R.C.PIPE y K FRAME,
> j = (RCP,CSP,CARP,HOPE,or PVC) CLASS III CLASS IV STD 838.01 a rc a==rc 0 . Q N GRATES, C.B. CATCH BASIN
w 838.11 OR o a AND HOOD N.D.I.
o w rc z w o o STD.838.80 !-a STANDARD NARROWDROPINLET MASONBORO
p o o c� o w n DROP INLET
o O (UNLESS 840.03 w w $ D.I.
NOTED "! N G.D.I. GRATED DROP INLET i LOOP ROAD
4w 4w OTHERWISE) LIN. ,., �' m m h y c� o w r G.D.L(N.S.) (NARROW SLOT)
y m
- z i FT. � e w o 0 0t5 � a 3 rc z a �' c}i J.B. JUNCTION BOX
SIZE o 12" 15"18"24"30"36"42"48" a w 12" 15" 18"24" 30"36"42"48" 12" 15" 10"24"30"36"d2"48" 12" 15" 18" 24"30"36"42"48" _ 00 00 CU.YARDS e A B d m c� e _ o m x o y `�^ M.H. MANHOLE M -USE
T.B.D.I MULTI
I
TRAFFIC BEARING TRAIL
w _ o DROP INLET
po x �n _ = s _ °a T.B.J.B.
THICKNESS y - a s - o S TYPE OF z - - c z m a rc
OR GAUGE o 0 z z s s - a GRATE o a a rc a m o m TRAFFIC BEARING
0 o p o 0 0 0 - - z 0 w a _ m °D a a _ _ 0 a LL5 m JUNCTION BOX
c U _ 0 0 0 0 0 0 o m a gn a s o o m REMARKS
4 E € E F G d d d d c7 ei c5 c ¢ rc s -
11+22-L- LT 401 25.90 23.65 1 a PHASE 2
11+22T IT 401 402 23.65 22.63 76 25
12.00-L- CL 402 26.74 22.63 1
14.80-L- RT 9
E 15i02-L- RT 403 405 20.10 19.80 32
15+14-L- LT 404 405 20.70 19.80 16
15-40-L- LT 405 23.60 19.80 1 1 12 MH WSLAB LID
N
N
Seal:
N
0 16+25-L- RT 406 24.14 20.62 1 1 1
16+25-L- RT 406 408 20.62 20.50 32 •`'(H 1CAR
17.00-L- RT 406A 24.22 20.92 1 1 1 `9S
v 17,00-L- RT 406A 406 20.92 20.62 76
N 1332�5p 2;
y 17,40T RT 407 24.16 21.06 1 1 1 fYOINE DO�•'
g 17+40-L- RT 407 406A 21.06 20.92 36 '��''Pfr�••;•d`•
�I 17+75-L- RT 407A 24.25 21.24 1 1 1 Ir, 11
oI 17+75-L- RT 407A 407 21.24 21.06 36
0
18i00-L- RT 407B 24.36 21.36 1 1 1 Issued for:
0
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g USE FOR CONSTRUCTION
U' 21.64-L- RT 501 18.10 15.43 1 1 1 1 31
p 21.64-L- RT 501 503 15.43 14.40 32
21+90T RT 503 18.05 14.40 1 1 2 1 37
3 21+90-L- RT 503 504 14.40 12.43 132 No. Date Description
m
0
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0 23+25-L- RT 504 15.10 12.43 1 1 1 1 93 - ---- ----
v 23+25-L- RT 504 504A 12.43 11.86 12
y 23+38-L- RT 504A 15.76 11.86 1 1 1 _
23+38-L- RT 504A 505 11.86 11.23 96 - ---- ----
U 24+35 T RT 505 13.90 11.23 1 1 1 1 111
n
g24+35-L- RT 505 506 1L23 10.37 112
a
21,90-L- LT 502 503 16.83 16.65 4 0A COLLAR&EXTEND 15'RCP
s
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s DRAINAGE SUMMARY
0
0
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0
5
Project number: A16010.00 Sheet:
Date: 05/03/2022
Drawn by: SM
v SHEETTOTALS 0 112 16 32 0 0 0 336 220 0 12 5 1 4 0 1 1 3 3 1 2 2 3 3 0.4 318 Approved by: JM
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F"'Aw
RIGHT OF WAY AREA DATA S T E WA RT
W Z ""> WZKW""Zdz KtE ""Z E DI"K-d^ > Z" Z " d ""DW K dZ(DX -Z/V/"[ZX)X hd / > /dz
E K Z d < "E_Z""D / E/ E" A—D —Ed —", 1 "D ""E Cr ^-D -Ed ^Y 223 S.WEGT STREET,STE 1100 Fir LICENSEtt:C.1051
RALEIGH,127603 steweNnc.mm
T 919.380.8]50 PROJECT N:A16010.00
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NORTH CAROUNA
ii D -ZE t 2 A iX'io 6Ui'i6 iXT6 1U6i6
CITY OF W
i i D ^ K E K Z K W d/^d h Z X T 6 E r r T X T I5 i U d o'i ENGINEERIINGINGTON DIVISION
I P.O.BOX 1810
WILMINGTON,NC 28402
iT D AKE KZK Wd/Ad hZXh1E 'in iXnT 666 FTin
910.341.780
KZ' "" ' > EE D E d >/1X<6 iUToo 1X66 iUTdn
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LOOP ROAD
MULTI-USE
TRAIL
PHASE 2
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0
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m No. Date Description
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Project number: A16010.00 Sheet:
Date: 05/03/2022
Drawn by: Sm
G Approved by: JM 3A
2
a

1p"41TABLE 1 -SIGNAGE SUMMARY TABLE 2-PERMANENT DITCH SUMMARY
TYPE OF SIGNS
SIGNAGE SYMBOL: Permanent Ditch Typical Sections S T E WA R T
A \ Alignment Station to Station LT/RT Foreslope Bottom(FT) Backslope Min.Depth(FT) Type of Lining
A 223 S.WEST STREET,STE 1100 FIRM LICENSE tt:C-1051
z r>r I()=1 } I d=1 >d I W I I W I I I D I RALEIGH,127603 smwerenc.mm
a Z T919.380.8750 PROJECT N:A16010.00
w .
° m O
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F z0 z COMMENTS
z z LL ¢ Q
Client:
o ° w / W11-15
a ° o o a 30"X 30e cITYOF
L 15+46.05 L 18 1 TO
L 24-52.37 L 16 1 SIGN A DITCH NORTH CAROUNA
SUBTOTAL: 2
SI GNAGE SYMBOL: A NATURAL BACKSLOPE CITY OF ENGINEERIINGTON
ING DIVISION
P. BOX 1810
GROUND WIOLMINGTON,NC 28402
T 910.341.7807
D
DITCH F 910.341.5881
?7 21 FORESLOPE
MIN.D=SEE TABLE
DITCH LINING- Project:
B=SEE TABLE B
SEE TABLE
PERMANENT DITCH TYPICAL SECTION
NOT TO SCALE M AS O N B O R O
NOTE:USE NORTH AMERICAN GREEN SC150 SLOPE MATTING OR SIMILAR LOOP ROAD
FOR ALL SLOPES.
MULTI-USE
TRAIL
TABLE 3-SUMMARY OF EARTHWORK PHASE 2
SUMMARY OF EARTHWORK
E IN CUBIC YARDS
UNCLASSIFIED WASTE WASTE
n LOCATION EXCAVATION UNDERCUT EMBT+15% BORROW SUITABLE UNSUITABLE`
Seal:
n -L-10+00.00-15+41.81 69 93 92 1 68
o -L-15+87.43-24+56.66 152 154 140 14 138
-L-24+95.76-26+57.49 44 1 1 0 44 o•'(H SCAR
v TOTAL 265 0 248 233 15 250 _
t NOTES: 13325 2_
i APPROXIMATE QUANTITIES ONLY.UNCLASSIFIED EXCAVATION,FINE GRADING,CLEARING AND GRUBBING,AND :,r,f't'atNt�-044
REMOVAL OF EXISTING PAVEMENT WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR"GRADING." ��'o;Pfy p1,.••••c
wl 'UNSUITABLE MATERIAL FROM DEMOLITION ACTIVITIES r1
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0
0
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Project number: A16010.00 Sheet:
Date: 05/03/2022 ^(R
G Approved by: JM V V
2
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I /
I PROPOSED 2'WIDE STOP BAR STEWART
IPROPOSED HIGH VISIBILITY
NO-TRACK CROSSWALK. 33 223 S.WEST STREET,STE 1100 FIRM LICENSE#:C-1051
SEE DETAIL SD 11-11,SHEET 2B N/F O TRAL 919.3 0.87 27603 st#A160c.mm
�L
-L-STA:15+05.92,89'L MASONBORO BAPTIST CHURCH,INC. T919.380.8]50 PROJECT N:A1s01 a.a0
W11-15,30"X 30" 31 D.B.5977,PG.208 N/F
N/F
PARID:O6700-001-004-000 GLENN M.GEORGE&
2g .
/ REMOVE AN NATALIE K GEORGE DAVID H.DRURY&
D RESET EXISTING WOOD ♦ N/F D.B.3046,PG.262 REGINA DRURY
N/F PLANTER AND FENCE FOR STORM MASONSORO BAPTIST REDUCE PATH WIDTH TO 8' 32 PARID:RO6700-001-005-000 ' PARID:R06700-001-010-000 Client:
TIE EXISTING CONCRETE CHARLES A.SAMOS& INSTALLATION.RESET FENCE 2'FROM CHURCH,INC. THROUGH CURVE TO AVOID
SI EWALK INTO TRAIL MULTI-USE PATH.COORDINATE WITH 30 D.B.2849,PG.571 UTILITY POLE PROPOSED DRIVEWAY
MAUREEN J.SAMOS PROPERTY OWNER. PARID:R06700.001-003-001 SEE DETAIL SD 3-03, CfIY OF
ETAL N/F Q) RELOCATE SIGN TO SHEET 2B TO
D.B.5901,-00-009 W H III HEIRS ERN CLASS B RIP RAP REMOVE A D RESET 1
HEIRS m BACK OF TRAIL
- PARID:R06700.006-009-000 � EST 2 TONS EX.3'SPLI R ko SPLIT RAIL ONCE
DI O O D.B.9906,PG.0111 EST 7 SV GEOTEXTILE FENCE NOIYIH CAROUNA
h 28 401 C PROPOSED DRIVEWAY PARID:RO6700-006-010-000 r PROPOSED DRAINAGE DITCH, ro PR R(�SED DRIVEWAY
N/F N SEE DETAIL SD 3-03, G m SEE TABLE 2,SHEET 3B M SE TAIL SD 3-03,
CHARLES A.SAMOS& SHEET2B 4104 n HW ip/ SH 21 ENGINEERING DIVISION
? MAUREEN J.SAMOS fPROP.
�} CITY OF WILMINGTON
ram/ ETAL " PROP.ifi LF OF = Q �WF A- 408 y PROP.35L LF C 10 'o WIOLMINGTON,NC 28402
PARID:R06700-006-008-000 GRAVEL M 18 RCP W S-2B TT O EX.gSPLI ^ o:
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/ WOODED WOODED JB F A- 15"RCP Ib1n ip F r N
WOODED Z EX.T BER Z AREA ` Q o AREA I 405 o Ir WF B EX.10'METAL POSTS I '^ Z r- F 910.341.5881
AREA JB '< E I I ,N II MU10,LTIDUSE CB 30' Z HEpG ROW 2 E N
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403 PS"RCPROPA6 LF OF MULTI-U E PATH
l0 2 O'WIDE PROP.32LFOF B�- - - LOOP ROAD
MULTI-USE PATH 24"RCP CS 60.89'
./two'
I� ce 406A CS N05°20'55"E
L40 MULTI-USE
10'WIDE END 2'C&G,SO-3-11 4os 407 END 2'C -3-11 --_ L41 L
IMULTI-USE T CURB -L-$TA:11+70.19 PROP.78 LF OF -L-STA.9 3
PATH AND GUTTER 9.16'RT 15'RCP 20.42'R TRAIL
I W EGIN 2'C&G,STD-3-1 0
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0
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m Curve No. G Length Tangent Radius PC PT Curve No. G Length Tangent Rod us PC PT -L-ST :18+42.39 jw PHASE 2
IC1 5°52.56" 9.24 4.62 90.00 11+25.25 11+34.49 C9 4°13'33" 2.21 1.11 30.00 18+06.07 18+08.28 BEGIN 2'-6"C&G,NCDOT 846. 1 9.41'R I�
2 C2 12°04'10' 4.21 2.11 20.00 11+88.65 11+92.86 CIO 10'36'33' 1.85 0.93 10.00 18+19.77 18+21.62 -L-STA:15+81.31
10- C3 6-16'00" 2.19 1.09 20.00 12+48.19 12+50.37 C11 4°45'43" 2.49 1.25 30.00 18+30.72 18+33.22 7.08'LT N
Z END PATH
E I W C4 5°07'14" 2.68 1.34 30.00 13+19.81 13+22.49 C12 24°07'55" 8.42 4.28 20.00 18+80.53 18+88.96 -L-STA:15+46.26 Y
oC5 55°49'57' 9.74 5.30 10.00 15+04.15 15+13.90 C13 24°52'31 8.68 4.41 20.00 19+08.20 19+16.88 g9
M I C6 55°5623" 9.76 5.31
N I 15+32.56 C14 3°02'2" 4.78 2.39 90.00016+08.72.4+ 6C7 0°54'45" 0.32 0.16 200160 219' 19+45.84 19+50.81 / a
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40 40 -
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j DEPTH APPROX.FROM AVAILABLE TH DEPTH APPROX.FROM AVAILABLE TH EXISTING DRIVEWAY
10 DATA ELSEWHERE ALONG THE LINE DATA ELSEWHERE ALONG THE LINE EXISTING DRIVEWAY 10 PLAN AND PROFILE
g EXISTING DRIVEWAY
ELEV
0 5 5
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GI 10+01 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+36
0
Project number: A16010.00 Sheet:
Date: 05/03/2022
Drawn by: SM/ED [Ay
G Approved by: JM T
2
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-L-STA:24+57.77,105'L /
W11-15,30"x 30"
♦ BEGIN 3-11.:24+2.
PROP.112 LF OF 12.94'LT S T E WA R T
WF 18"RCP N/F
DAVID H 8 REGINA DRURV ANDREWS REACH DEVELOPERS LLC. /
D.8 0670 PG.B OSED HIGH VISIBILITY REACH
61,PG.1776
TH#7 PARID:R08700-001-071-QIf4-TRACK CROSSWALK. �� P.B.61,PG.137 N/F /
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STA:23+03.86 D.B.5943,PG.1776 RA SIGH,N STREET,STE 1100 FIRM LICENSE k;G1051
END C&G \ / / RALEIGH,NC 2]603
OFF:8.65'R P.B.61,PG.137 T919.380.8750 PROJECT#:A-10.00
-L-STA:24+59.32
TOP OF PIPE=2.35 FT - PARID:R06700-001-012-000 /
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Project number: A16010.00 Sheet:
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I33 223 S.WEST STREET,GTE 1100 FIRM LICENSE C-1051
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MASONBORO BAPTIST CHURCH,INC. T919.3G0.87K PROJECT N:A1601 a.a0
31 D.B.5977,PG.208 N/F
PARID:06700-001-004-000 GLENN M.GEORGE& N/F
I 29 NATALIE K.GEORGE DAVID H.DRURV&
N/F D:R0670 001-00 REGINA DRURV
I / WF MASONBORO BAPTIST 32 I PARID:RO6]00-001-005-000 I PARID:R06700-001-010-000 I Client:
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CHARLES A. & 30 I I I MAUREEN J..SAMOS
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SAMOS D.B.2849,PG.571PARID:R06700-001-003-001 QIYOF TO
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I PARID:R06700-006-009-000 HEIRS EX.F SPLIT L
28 D.B.9906,PG.0111 rn (n BE ADJUSTED FENCE EXISTING WATER METERS TO NORTH CAROUNA
EXISTING WATER M TER TO PARID:R06700-006-010-000 r BE ADJUSTED(2)
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N/F REMOV AND RESET VINYL FENCE m TO BE ADJUSTED
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MAUREEN J.SAMOS REMOVE 27 LF OF n �J EXISTING FIBER OPTICS BE ADJUSTED EXISTING UTILITY BOX ENGINEERING DIVISION
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o DEMOLITION NOTES: DEMOLITION LEGEND: �pfN�" oo4P
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0I 1. REFER TO SHEET 1B FOR GENERAL NOTES. 15. WHERE UTILITIES("TO BE REMOVED")IMPACT THE FOOTPRINT OF THE NEW REMOVE BUILDING
BUILDING,THE CONTRACTOR SHALL EXECUTE AND REMOVE AN ADDITIONAL
0 2. THE CONTRACTOR SHALL REMOVE CONCRETE(WHERE REQUIRED)TO THE 2 FEET OF SOILS TO EITHER SIDE OF THE PIPE,AND 1 FOOT BELOW.CLEAN ® REMOVE ASPHALT
c FIRST COLD JOINT OR SAW CUT TO OBTAIN A CLEAN EDGE. SUITABLE SOIL SHALL BE UTILIZED FOR BACKFILL AND COMPACTED IN Issued for:
ACCORDANCE WITH THE CONTRACT DOCUMENTS. REMOVE GRAVEL
�p 3. THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT(WHERE REQUIRED) o 0 o PRELIMINARY-DO NOT
TO OBTAIN A CLEAN EDGE. 16. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE ® REMOVE BRICK WALKWAY USE FOR CONSTRUCTION
PIPING SHALL BE PERFORMED IN SUCH A MANNER THAT THE OLD PIPE AND
4. CLEANOUTS AND WATER VALVES LOCATED IN AREAS OF DEMOLITION OR STRUCTURES REMOVED DO NOT IMPACT DRAINAGE UPSTREAM OF THE
p SUBSEQUENT CONSTRUCTION SHALL BE PROTECTED FROM DAMAGE AND SYSTEM.PROVISIONS SHALL BE MADE TO MAINTAIN STORM WATER REMOVE CONCRETE
RAISED TO BE FLUSH WITH NEW GRADE. DRAINAGE PATTERNS DURING CONSTRUCTION.
3 REMOVE RIPRAP No. Date Description
ip 5. ANY UTILITY SERVICES SHOWN TO BE REMOVED OR RELOCATED SHALL BE 17. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF UTILITIES(WATER,
COORDINATED WITH THE APPROPRIATE UTILITY PROVIDER.CONTRACTOR IS
K SEWER,ETC)SHALL BE PERFORMED IN SUCH A MANNER THAT THE OLD PIPE
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Q WITH THE RESPECTIVE UTILITY AGENCIES.
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y MADE TO MAINTAIN SERVICE DURING CONSTRUCTION. W REMOVE WATER LINE
6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES PRIOR TO SS REMOVE SANITARY SEWER LINE
� BEGINNING DEMOLITION OPERATIONS.NOTIFY"NORTH CAROLINA ONE CALL" 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL DAMAGES REMOVE STORM DRAINAGE
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U DEMOLITION TO HAVE EXISTING UTILITIES LOCATED.CONTRACTOR SHALL GUTTER AS A RESULT OF CONSTRUCTION ACTIVITY AND TRAFFIC. _TP— TREE PROTECTION FENCE
N CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR CONTRACTOR SHALL MAINTAIN A PRE-CONSTRUCTION VIDEO OR PHOTO
gSERVICES INDEPENDENT OF"NORTH CAROLINA ONE CALL." DOCUMENTATION TO SHOW NO DAMAGES OCCURRED. — — — LIMITS OF DISTURBANCE 1"=50' (HORIZONTAL)
G- x COORDINATE LIGHT POLE REMOVAL
7. CLEAN SOILS SHALL BE UTILIZED FOR ACCORDANCE
COMPACTION OF THESE 19. ALL MATERIALS,FURNISHINGS,UTILITIES,AND PAVEMENT THAT ARE NOT `,-, 0 50, 100,
SOILS SHALL BE PERFORMED IN ACCORDANCE WITH THE CONSTRUCTION SCHEDULED TO BE DEMOLISHED AND ARE DAMAGED BY THE CONTRACTOR /4J/�'^`J�tJ REMOVE TREE
DOCUMENTS, AS A RESULT OF THE DEMOLITION OR CONSTRUCTION OPERATIONS SHALL 1"=10' (VERTICAL)
Q BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
3 B. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, OWNER. REMOVE TREELINE
INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATED WITH ITEMS
p TO BE REMOVED. 20. WHERE UTILITIES ARE SHOWN TO BE"REMOVED",CONTRACTOR SHALL REMOVE WHEEL STOP 0 10' 20'
K INCLUDE NECESSARY PLUG OR VALVES TO ENSURE UTILITY LINES TO
C, 9. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY REMAIN WILL CONTINUE TO BE IN SERVICE.COORDINATE NECESSARY SHUT REMOVE CURB&GUTTER
c OFF-SITE UNLESS OTHERWISE NOTED ON THIS PLAN. DOWN AND REMOVAL WITH THE LOCAL JURISDICTION OR UTILITY OWNER. �I' REMOVE SIGN Title:
92 Pf
10. REFER TO LANDSCAPE AND EROSION CONTROL DRAWINGS FOR TREE 21, CONTRACTOR SHALL PROVIDE PEDESTRIAN INGRESS/EGRESS TO ALL
gPROTECTION PLAN AND REQUIREMENTS. EXISTING BUILDINGS,PARKING LOTS,AND PATHS OF PEDESTRIAN TRAVEL DEMOLITION PLAN
11. ALL DEMOLITION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE THROUGHOUT THE CONSTRUCTION PERIOD
c AND LOCAL JURISDICTIONAL CODES OR REQUIREMENTS. 22, ALL MATERIALS,FURNISHINGS,UTILITIES,AND PAVEMENT THAT ARE NOT
SCHEDULED TO BE DEMOLISHED AND ARE DAMAGED BY THE CONTRACTOR
c 12. TREE PROTECTION FENCING SHALL BE IN PLACE PRIOR TO BEGINNING AS A RESULT OF THE DEMOLITION OR CONSTRUCTION OPERATIONS SHALL
DEMOLITION BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
o OWNER.
13. EROSION CONTROL PERMIT SHALL BE OBTAINED AND ONSITE PRIOR TO
BEGINNING DEMOLITION. 23, MAILBOXES WILL NEED TO STAY ON BOC SO ENSURE TRAIL MOVES AROUND
IT OR MOVE MAILBOX TO AROUND DRIVEWAY AREA.
14. ITEMS DESIGNATED TO BE SALVAGED AND/OR RE-USED SHALL BE REMOVED Project number: A16010.00 Sheet'
BY THE CONTRACTOR AND PROVIDED TO THE OWNER.COORDINATE 24. IF A SEWER CLEANOUT IS LOCATED IN A DRIVEWAY OR TRAIL IT WILL NEED
Date: 05/03/2022
STORAGE LOCATION WITH OWNER'S REPRESENTATIVE. TO BE IN A TRAFFIC RATED CASING. Drawn by: SIM D 4
� 25. ADJUST HEIGHT OF ALL UTILITY SERVICES INCLUDING WATER METERS,
Approved by: JM
'p WATER VALVES,AND SANITARY SEWER CLEANOUTS AT EACH PROPERTY.
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N/F N/F
DAVID H&REGINA DRURY ANDREWS REACH DEVELOPERS LLC. / S T E WA R T
D.B.O 70 PG.674 D.B..61,PG.17]8 /
PARID:.6144,PG.611-000 �� P.B.61,PG.137 N/F /
35 \ARID:R06700-001-012-000 / ANDREWS REACH DEVELOPERS LLC. 2235.WEST STREET,STE 1100 FIRM UCENSE#:C-1051
`) 5943,PG.1776 / RALEIGH,NC 27603 steweNnc.mm
REMOVE 32 LF OF P.B.61,PG.137 / / T919.360.6750 PROJECT N:Ais01 a.a0
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c SIGNAL T EXISTING WA LECT BRICK
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STORM SEWER
REMOVE EXISTING REMOVE 95 LF OF /
DRAINAGE STRUCTURES I EXISTING 15" )
ADJUST EXISTING STORM SEWER ) // PHASE 2
GUY WIRES IF NECESSARY '
/
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o DEMOLITION NOTES: DEMOLITION LEGEND: �pfN�" oo4P
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0 2. THE CONTRACTOR SHALL REMOVE CONCRETE(WHERE REQUIRED)TO THE 2 FEET OF SOILS TO EITHER SIDE OF THE PIPE,AND 1 FOOT BELOW.CLEAN ® REMOVE ASPHALT
c FIRST COLD JOINT OR SAW CUT TO OBTAIN A CLEAN EDGE. SUITABLE SOIL SHALL BE UTILIZED FOR BACKFILL AND COMPACTED IN Issued for:
ACCORDANCE WITH THE CONTRACT DOCUMENTS. REMOVE GRAVEL
�p 3. THE CONTRACTORSHALL SAWCUT EXISTINGASPHALT(WHERE REQUIRED) PRELIMINARY-DO NOT
TO OBTAIN A CLEAN EDGE. 16. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE77 REMOVE BRICK WALKWAY USE FOR CONSTRUCTION
PIPING SHALL BE PERFORMED IN SUCH A MANNER THAT THE OLD PIPE AND
4. CLEANOUTS AND WATER VALVES LOCATED IN AREAS OF DEMOLITION OR STRUCTURES REMOVED DO NOT IMPACT DRAINAGE UPSTREAM OF THE
p SUBSEQUENT CONSTRUCTION SHALL BE PROTECTED FROM DAMAGE AND SYSTEM.PROVISIONS SHALL BE MADE TO MAINTAIN STORM WATER REMOVE CONCRETE
RAISED TO BE FLUSH WITH NEW GRADE. DRAINAGE PATTERNS DURING CONSTRUCTION.
3 REMOVE RIPRAP
ip 5. ANY UTILITY SERVICES SHOWN TO BE REMOVED OR RELOCATED SHALL BE 17. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF UTILITIES(WATER, No. Dale Description
COORDINATED WITH THE APPROPRIATE UTILITY PROVIDER.CONTRACTOR IS
SEWER,ETC)SHALL BE PERFORMED IN SUCH A MANNER THAT THE OLD PIPE
RESPONSIBLE FOR APPROPRIATE SEQUENCING OF UTILITY DEMOLITION AND STRUCTURES REMOVED DO NOT IMPACTOR MINIMIZE SERVICE � REMOVE VEGETATION
Q WITH THE RESPECTIVE UTILITY AGENCIES.
INTERRUPTION TO EXISTING FACILITIES TO REMAIN.PROVISIONS SHALL BE
y MADE TO MAINTAIN SERVICE DURING CONSTRUCTION. �W� REMOVE WATER LINE
=6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES PRIOR TO SS= REMOVE SANITARY SEWER LINE
y BEGINNING DEMOLITION OPERATIONS.NOTIFY"NORTH CAROLINA ONE CALL" 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL DAMAGES REMOVE STORM DRAINAGE
(TELEPHONE [phone])AT LEAST 48 HOURS PRIOR TO START OF TO THE EXISTING DRIVEWAY,PARKING LOT,SIDEWALK AND CURB AND — ---- ----
� � —
U DEMOLITION TO HAVE EXISTING UTILITIES LOCATED.CONTRACTOR SHALL GUTTER AS A RESULT OF CONSTRUCTION ACTIVITY AND TRAFFIC. X REMOVEFENCETP TREE PROTECTION FENCE
to CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR CONTRACTOR SHALL MAINTAIN A PRE-CONSTRUCTION VIDEO OR PHOTO
gSERVICES INDEPENDENT OF"NORTH CAROLINA ONE CALL." DOCUMENTATION TO SHOW NO DAMAGES OCCURRED. — — — LIMITS OF DISTURBANCE 1"=50' (HORIZONTAL)
G- x COORDINATE LIGHT POLE REMOVAL
7. CLEAN SOILS SHALL BE UTILIZED FOR ACCORDANCE
COMPACTION OF THESE 19. ALL MATERIALS,FURNISHINGS,UTILITIES,AND PAVEMENT THAT ARE NOT ` _' 0 50, 100,
SOILS SHALL BE PERFORMED IN ACCORDANCE WITH THE CONSTRUCTION SCHEDULED TO BE DEMOLISHED AND ARE DAMAGED BY THE CONTRACTOR 7CMxJ REMOVE TREE
DOCUMENTS, AS A RESULT OF THE DEMOLITION OR CONSTRUCTION OPERATIONS SHALL 1"=10' (VERTICAL)
Q BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
3 B. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, OWNER. REMOVE TREELINE
INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATED WITH ITEMS
p TO BE REMOVED. 20. WHERE UTILITIES ARE SHOWN TO BE"REMOVED",CONTRACTOR SHALL REMOVE WHEEL STOP 0 10' 20'
K INCLUDE NECESSARY PLUG OR VALVES TO ENSURE UTILITY LINES TO
C, 9. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY REMAIN WILL CONTINUE TO BE IN SERVICE.COORDINATE NECESSARY SHUT REMOVE CURB&GUTTER
c OFF-SITE UNLESS OTHERWISE NOTED ON THIS PLAN. DOWN AND REMOVAL WITH THE LOCAL JURISDICTION OR UTILITY OWNER. loI' REMOVE SIGN Title:
92
10. REFER TO LANDSCAPE AND EROSION CONTROL DRAWINGS FOR TREE 21, CONTRACTOR SHALL PROVIDE PEDESTRIAN INGRESS/EGRESS TO ALL
gPROTECTION PLAN AND REQUIREMENTS. EXISTING BUILDINGS,PARKING LOTS,AND PATHS OF PEDESTRIAN TRAVEL DEMOLITION PLAN
11. ALL DEMOLITION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE THROUGHOUT THE CONSTRUCTION PERIOD
c AND LOCAL JURISDICTIONAL CODES OR REQUIREMENTS. 22, ALL MATERIALS,FURNISHINGS,UTILITIES,AND PAVEMENT THAT ARE NOT
SCHEDULED TO BE DEMOLISHED AND ARE DAMAGED BY THE CONTRACTOR
c 12. TREE PROTECTION FENCING SHALL BE IN PLACE PRIOR TO BEGINNING AS A RESULT OF THE DEMOLITION OR CONSTRUCTION OPERATIONS SHALL
DEMOLITION BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
o OWNER.
13. EROSION CONTROL PERMIT SHALL BE OBTAINED AND ONSITE PRIOR TO
BEGINNING DEMOLITION. 23, MAILBOXES WILL NEED TO STAY ON BOC SO ENSURE TRAIL MOVES AROUND
IT OR MOVE MAILBOX TO AROUND DRIVEWAY AREA.
14. ITEMS DESIGNATED TO BE SALVAGED AND/OR RE-USED SHALL BE REMOVED Project number: A16010.00 Sheet'
BY THE CONTRACTOR AND PROVIDED TO THE OWNER.COORDINATE 24. IF A SEWER CLEANOUT IS LOCATED IN A DRIVEWAY OR TRAIL IT WILL NEED
Date: 05/03/2022
STORAGE LOCATION WITH OWNER'S REPRESENTATIVE. TO BE IN A TRAFFIC RATED CASING. Drawn by: SIM D 5
� 25. ADJUST HEIGHT OF ALL UTILITY SERVICES INCLUDING WATER METERS,
Approved by: JM
'p WATER VALVES,AND SANITARY SEWER CLEANOUTS AT EACH PROPERTY.
a

D..Sig.Envelope ID:811E6368.M774ED8.9ME-AE52BBiBF36B
PROJECT REFERENCE N0. SHEET N0.
NIA S
ig
_
1.0
PHASING DIAGRAM TABLE OF OPERATION SIGNAL FACE I.D.
PHASE
All Heads L.E.D. 2 Phase
0 C T � 4 0 R Pedestrian Hybrid Beacon
SIGNAL D I A L 8 8 S R R (Isolated)
A I D PH
FACE R A Y E E p Y 12" NOTES
I E D D
0 L W L 21,22 P41 1. Refer to"Roadway Standard Drawings NCDOT"dated January 2018 and
02 04+8 RED N L A E Y- STEADY YELLOW 23,24 P81
0 L A FY- FLASHING YELLOW "Standard Specifications for Roads and Structures"dated January 2018.
W K I R R- STEADY RED 2. Program pedestrian heads to countdown the flashing"Don't Walk"time
21,22 DRKFY Y R R FR4 Y FR- FLASHING RED only.
PHASING DIAGRAM DETECTION LEGENDW- WALK 3. Enable Ped Yellow Clear for phase 4+8.
23,24 DRKFY Y R R FR JY DW- DON'T WALK
FDW FLASHING DON'T WALK
DETECTED MOVEMENT P41 DW DW DW DW W FD DRK- DARK
UNDETECTED MOVEMENT (OVERLAP) P81 DW DW DW DW W FD
f—— UNSIGNALIZED MOVEMENT
ALTERNATING FLASH
PEDESTRIAN MOVEMENT v
n
m
al
N
N
S
O
O
V
300' Intersection
�\-- -------------------------moo©
Masonboro Loop Road P41 ——— 45 MPH—0% Grade —� A
————————————————————————————————
24 - - - - <
23
21
22 - - --——————-------
-----------------------
o© © -------------
300' Intersection P81 -----
45 MPH 0� Grade �
+/- Masonboro Loop Road
LEGEND
PROPOSED EXISTING
CROSSWALK, STOP BAR, POLE LOCATIONS O Traffic Signal Head
lo->• Modified Signal Head N/A
Sign
�1 Pedestrian Signal Head
OASIS 2070 TIMING CHART _______ SIGNS With Push Button d Sign
PHASE _ ----- 0D Signal Pole with Guy
PROPOSED EXISTING �1
FEATURE 2 4 PED $PED oLA " Signal Pole with Sidewalk Guy
Min Green 1" io 7 60, O Pedestrian WWarning Sign O O Inductive Loop Detector
Controller d Cabinet
Extension 1" 0.0 0.0 o.o "AHEAD"
®
Max Green 1" 30 0 0 © (W1 fi 9P) ® El Junction Box
------- 2-in Underground Conduit —-—-—
Yellow Clearance 5.0 3.0 3.0 3.8 -w Serves as Steady Yellow Clearance Time 10' "CROSSWALK-STOP ON RED" Sign
- - - - - © (R10-231 © N/A Right of Way ————-
Red Clearance 2.0 0.0 0.0 5.0 Serves as All Red Clearance Time Directional Arrow D.
90, - "PEDESTRIAN CROSSWALK" Sign
Serves as Flashing W 7 7 _ _ (R9-8) N/A Curb Ramp n
Yellow Time Don't Walk 1 12 12 —
1�'
Seconds Per Actuation" - - -
__________ DOCUMENT NOT CONSIDERED
Max Before
Redual ction
- - - ——————————— New Installation SIGNATURES COMPLETED
FINAL UNLESS ALL
Time Before Reduction" - - - 1'
Time To Reduce" - - - Pre°°r�r— M a s o n b o r o Loop Road SEAL
Minimum Gap - - - o at CARo�;•.,
Recall Mode MAX RECALL - - Mid Block Crosswalk
Vehicle Call Memory - - -
North of Jasper Place �QSEAL9�'
Dual Entry Division 3 New Hanover County Wilmington 32396
Simultaneous Gap ON ON ON PLAN DATE: April 2022 REVIEWED BY: WJ Hamilton : �:Fij/CI N��Q.•�`�`
C/A_ PREPARED BY: ZM Esposito RKA POOL.ND.: 20303 040
"These values may be field adjusted. Do not adjust Min Green and Extension times for ,V �.eadropX?M J.HPM�"".•
SCALE REVISIONS IN IT. rDATE
phases 2 and 6 lower than what is shown.Min Green for all other phases should not 0 20 �
be lower than 4 seconds. RAMEY KEMP ASSOCIATES Z ------------------------------------ INVENTORY onr---- ------------------------- SIG. INVENroavNO. NIA

D..Sig.ET-I.eID:877E6368.M774ED8.9ME-AE52BBiBF36B
PROJECT REFERENCE NO. SHEET NO.
EDI MODEL 2018ECL-NC CONFLICT MONITOR NOTES N/A sig-1.1
PROGRAMMING DETAIL ON OFF
(remove jumper and set switches as shown) WD ENABLE 1. To prevent "flash-conflict" problems. insert red flash SIGNAL HEAD WIRING DETAIL
swz program blocks for all unused vehicle load switches in (wire signal heads as shown)
the output file. The installer shall verify that signal
REMOVE DIODE JUMPER I4-I6. ON heads flash in accordance with the Signal Plans.
0 RF 2010
RP DISABLE
o 2. Program phases 4 and 8 for PED YELLOW CLEAR.
0 WD 1.0 SEC z
4 El MI M1 M� ^ 21 TJ T1 4 p� ml yl m1 4 � GY ENABLE � PHASE 1 RED PHASE 2 RED
p SFu1 POLARITY.' 3. Program phase 2 for STARTUP IN GREEN. (TERM. 1 25) (TERM. 1 28)
0 LEDguord —J
N NY N N N N NY NY N N N N N N N N RF SSM
2 i TiYA COMPACT-1 4. Program phases 4 and 8 for STARTUP PED CALL.
�� �� �� ^� �� �� v1 Q FYA 1-9 LL
M M M M M M M M M T M I ,h m 7� FYA 3-10 5. Program phase 2 for YELLOW FLASH.
a � g p PHASE 2 YELLOW
u � FYA 5-11
t Q� o H FYA 7-12 � (TERM. 129)
4=1 41 �I m� � T� �2� ONE EQUIPMENT INFORMATION
v1 I v0 v� ml 11Ol 2 1 M1 �1 �1 21 T ro� n1 .1 YELLOW DISABLE � 1
m m ++ m m "' "'`` "'`` 'o• 010
0 0 I 0 0 0 2 2 1 2 2
�� �� -� m� -� -� o� O 11 O o 2 O Q �3 CONTROLLER. ... ... ... .. . .2070 23. 24
m p 4 CABINET... ........ ... ...332
Q 0130 040 `^ SOFTWARE.. ........ ... ...ECONOLITE OASIS
1p 1p [D 1p (D l0 l0 t0 lD l0 l0 (D IIIIIO 5 N
= • 0130 040 �
u �� ^_� �� TJ sI 21 L.1 �� T- n1 Mi M4 M1 �� g� m� r44 0 5 0 z e J CAB I NET MOUNT..... ... ...BASE HAND PHASE 4 DON'T WALK
m N N N N ry 0015006o OUTPUT FILE POSITIONS I T IONS (TERM. 104)
U 0 12
�21 TJ Qa ma Nl m1 m6 c6 m� m6 wb m6 m6 m� m� oleo 090 P�AOSESWUSEDES USED... . ..21 �424SPED128.8 PED MAN
Y Y ON ilE :.....: PHASE 4 WALK
m� C6 C6 6 _� _� _� P� a� u-� cl� cl� 0, O� O� a-� 90 (TERM. 1 06)
_ OVERLAP "A... ... .. . .. . . . .2
m m m m m m m m 7p 11 OVERLAP "B... ... ... .. . .. .NOT USED P41
oC6 � 12 OVERLAP "C.............. .NOT USED
COMPONENT SIDE ;4 N .....NOT USED HAND
OVERLAP „D,'........
PHASE 8 DON'T WALK
DO NOT REMOVE ANY DIODE JUMPERS 0 15 Denotes used to control clearance intervals. (TERM. 110)
NOTES: 17 Phase used for timing purposes only.
18 MAN PHASE 8 WALK
1. Card is provided with all diode junipers in place. Removal (TERM. 112)
of any jumper al I ows its channels to run concurrently. 0 = DENOTES POSITION OPERATIONAL NOTES Pfl1
2. Ensure jumpers SEL2-SEL5 and SEL9 are present on the monitor board. OF SWITCH
1. In order for controller to perform the "Pedestrian
3. Ensure that Red Enable is active at all times during normal operation. Hybrid Beacon" (aka. HAWK signal ) sequence. special LOAD RESISTOR INSTALLATION DETAIL
4. Connect serial cable from conflict monitor to come. port 1 of 2070 logic and output programming is necessary. See
control Ier. Ensure conflict monitor communicates with 2070. programming details on sheet 2 of this electrical (install resistors as shown below)
detail.
5. Be sure to install YELLOW DISABLE JUMPER for channel 14 (4 PED) PHASE 1 GREEN FIELD
and channel 16 (PED). 2. This sequence uses PHASE 2 YELLOW to produce "flashing yellow ACCEPTABLE VALUES TERMINAL (127)
clearance" and also uses overlap "A" assigned as phase 2 VALUE (ohms) WATTAGE PHASE 1 YELLOW FIELD
to provide "steady yellow" clearance interval. Time for this 11.5K 1.91K I 25W (mLn) TERMINAL (126)
INPUT FILE POSITION LAYOUT interval sha I I be implemented in "OLA YELLOW CLEAR" timing. 2.0K 3.OK l0W (mLr) PHASE 2 GREEN FIELD
See signal plan for timing.
(front view) AC_ TERMINAL (130)
3. Phase 2 YELLOW CLEARANCE and OLA GREEN EXTENSION times
1 2 3 4 5 6 7 8 9 10 11 12 13 14 must be equal. This is necessary so that when flashing yellow AC-
clear ends, the steady yellow clear begins.
s s s s s s s S s s s FS
L L L L L L L L L L L NOT NOT Phase 4 and 8 RED CLEAR time must be set to 0.0 sec. AC-
FILEU 0 0 0 0 0 0 0 0 0 0 0 USED USED DC
T T T T T T T T T T T ISOLATOR
II 7 II M M M M M M M M M M M 04 PEDO8 PED ST
L P P P P P P P P P P P OVERLAP PROGRAMMING DETAIL
T T T T T T T T T T T DC DC DC
Y Y Y Y Y Y Y Y Y Y Y ISOLATOR ISOLATOR ISOLATOR (program controller as shown below) COUNTDOWN PEDESTRIAN SIGNAL OPERATION
s s s s s s s s s s s s s s FROM MAIN MENU PRESS '8
Countdown Ped Signals are required to display timing only during
L L L L L L L L L L L L L L ' (OVERLAPS). THEN
U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1' (VEHICLE OVERLAP SETTINGS).
FILE T T T T T T T T T T T T T T Ped Clearance Interval. Consult Ped Signal Module user's manual
II TII E E E E E E E E E E E E E E for instructions on selecting this feature.
�1 M M M M M M M M M M M M M M
L P T P P P P P T P T P T P P PAGE 1: VEHICLE OVERLAP 'A' SETTINGS
Y Y Y Y Y Y Y Y Y Y Y Y Y Y PHASE: :12345678910111213141516
VEH OVL PARENTS:: X
EX.: IA,2A,ETC.= LOOP NO.'S FS = FLASH SENSE VEH OVL NOT VEH:
ST = STOP TIME VEH OVL NOT PED:.
VEH OVL GRN EXT:; X
STARTUP COLOR: - RED - YELLOW - GREEN
FLASH COLORS: - RED - YELLOW - GREEN
SELECT VEHICLE OVERLAP OPTIONS: (Y/N)
FLASH YELLOW IN CONTROLLER FLASH?...Y
GREEN EXTENSION (0-255 SEC).........5 NOTICE
YELLOW CLEAR (O=PARENT.3-25.5 SEC)..3.8 TIMNG
INPUT FILE CONNECTION & PROGRAMMING CHART RED CLEAR (0=PARENT.O.1-25.5 SEC)...5.0 INTERVALS
OUTPUT AS PHASE # (O=NONE. 1-16)....0
LOOP N0. LOOP INPUT PIN INPU ASSIGNMENT TDETECTOR NEMA CALL EXTEND T FULL
IME STRETCH DELAY OVERLAP PROGRAMMING COMPLETE
TERMINAL FILE POS. NO. NONO. PHASE DELAY TIME TIME
PED PUSH DOCUMENTNOTCONSIDERED
BUTTONS NOTE: TIMING INTERVAL SCHEDULE Electrical Detail - Sheet 1 of 2 FINAL UALL
P41 TB8-5.6 112L 69 31 PED 4 4 PED INSTALL DC ISOLATORS SIGNATURES C COMOMPLETED
ELECTRICAL AND PROGRAMMING SEAL
P81 TB8-8.9 113L 70 32 PED 8 8 PED IN INPUT FILE SLOTS PHASE 2 YELLOW CLEAR TIME = FLASHING YELLOW CLEARANCE INTERVAL DETAILS FOR: Masonboro LOOP Road ,,,
112 AND 113. OVERLAP "A"OVERLAP "A" REDLOW CLEARETIMEIMEALLSREDDY YELLOW CLEARANNCECLEARANCE INTERVAL INTERVAL at �SS�G(�q%
Mid Block Crosswalk :of a •.
INPUT FILE POSITION LEGEND: J21-
North of Jasper Place = �QSEAL9`'
NOTE: Phase 2 YELLOW CLEARANCE and OLA GREEN EXTENSION times = 32396 =
FILE J Division 3 New Hanover aunty Wilmington
SLOT 2� must be equal. GTM PLAN DATE: Aril 2022 REVIEWED BY: WJ Hamllton B'�NGINE�
LOWER ZM ES osito 20303 040 h en
PREPARED BY: RKA PROJ.NO.: q J.HQ�-
REVISIONS MIT. DATE 111111II �I. �l' ,
(MUAANt�.,[1lUNfy OI,L
RAMEY KEMP ASSOCIATES ---------------------------- --- --- 1/25/2022
r.n.mi.n...x.iwampx.micii..mod ............................ --- --- SIGNATURE IA
TI
---------------------------- --- --- SIG. INVENTORY NO. NIA

D..Sig.Envelope ID:871E6368-84774ED8.9ME-AE52BBlBF36B
PROJECT REFERENCE N0.�1.111LOGICAL I/O PROCESSOR PROGRAMMING DETAIL OUTPUT REMAPPING DETAIL FOR N/A
TO PRODUCE SPECIAL PEDESTRIAN HYBRID BEACON SEQUENCE SPECIAL PEDESTRIAN HYBRID BEACON SEQUENCE
(program controller as shown below)
(program controller as shown)
1. FROM MAIN MENU PRESS '2' (PHASE CONTROL), THEN '1' (PHASE
CONTROL FUNCTIONS). SCROLL TO THE BOTTOM OF THE MENU AND
ENABLE ACT LOGIC COMMANDS 1, 2 AND 3. FROM MAIN MENU PRESS '6' (OUTPUTS). THEN
'1' (OUTPUT ASS IGNMENTS I.
WITH CURSOR IN OUTPUT ASSIGNMEl POSITION. ENTER "11"
2. FROM MAIN MENU PRESS '6' (OUTPUTS), THEN '3' (LOGICAL 1/0
PROCESSOR).
PAGE:1 C1 PIN:12 VEHICLE PHASE PAGE:1 C1 PIl VEHICLE PHASE
OUTPUT ASSIGNMENT #.................11 OUTPUT ASSIGNMENT #.................14
FREOUENCY (O=DEFAULT) (0-25.5 HZ-)...0.0 FREOUENCY (O=DEFAULT) (0-25.5 HZ)...0.0
LOGICAL 1/0 COMMAND #1 (+/-COMMAND#) DUTY CYCLE (O�EFAULT) (0 - JO X)...0 DUTY CYCLE (O�EFAULT) (0 - 100%)...0
NOTE: LOGIC TO MODE (O=SOL ID.I SLASH)..............0 MODE (O=SOLID.1#LASH)..............0
IF PED CLEAR ON PHASE #4 IS ON SELECT ASSIGNMENT: ____________THIS OUTPUT IS DEFAULTED AS A VEHICLE PHASE, SELECT ASSIGNMENT: THIS OUTPUT IS DEFAULTED AS A VEHICLE PHASE.
AND OUTPUT ASSIGNMENT #1 IS ON WIG—WAG THE RED NDT ENABLED... THIS SETTING WILL REMAIN UNTIL CHANGE I5 MADE. NOT ENABLED......................... THIS SETTING WILL REMAIN UNTIL CHANGE IS MADE.
INDICATIONS ON VEHICLE PHASE.......................Y -- VEHICLE PHASE.......................Y --
HEADS 21. 22. 23 &24 PEDESTRIAN PHASE.................... PEDESTRIAN PHASE....................
DURING PHASE 4 VEHICLE OVERLAP.....................Y ENTER A "Y" FOR VEHICLE OVERLAP. VEHICLE OVERLAP.....................Y ENTER A "Y" FOR VEHICLE OVERLAP.
I I PED CLEAR. PEDESTRIAN OVERLAP.................:Y- PEDESTRIAN OVERLAP.........
WATCHDOG............................. WATCHDOG...................
PAGE:) C1 PIN:12 VEHICLE PHASE PAGE:1 C1 PIl VEHICLE PHASE
SCROLL DOWN " DETECTOR RESET......................_ SELECT VEHICLE OVERLAP IA%P=161...1 DETECTOR RESET....................... SELECT VEHICLE OVERLAP (A=1.P=16)...I
' THEN: ' ADVANCE BEACON......................_ SELECT COLORIO.ED.1=YEL.2�,RN I.....0 ADVANCE BEACON......................_ SELECT COL OR(Od2ED.1-YEL.2-CRN I.....0
SET OUTPUT ASSIGNMENT 411 OFF I OUT OF PHASE FLASHER................. ,........ OUT OF PHASE FLASHER................_ ...........
CONTROLLER FLASH..................... CONTROLLER FLASH.....................
RUN FREE............................. RUN FREE.............................
PRESS '+' RESERVED............................. RESERVED.............................
PREEMPT.............................. PREEMPT..............................
SOFT PREEMPT......................... SOFT PREEMPT.........................
ANY PREEMPT........................._ WHEN A 'Y' IS ENTERED FOR 'VEHICLE OVERLAP' ANY PREEMPT.......................... WHEN A 'Y' IS ENTERED FOR 'VEHICLE OVERLAP'
LOGICAL 1/0 COMMAND #2 (+/7ON
COORDINATION PLAN..................._ THE SCREEN SHOWN ABOVE WILL APPEAR. COORDINATION PLAN.................... THE SCREEN SHOWN ABOVE WILL APPEAR.
IF PED CLEAR ON PHASE #4 ISNOTE: LOGIC TO OFFSET.............................._ ENTER DATA AS SHOWN. OFFSET.............................._ ENTER DATA AS SHOWN.
AND OUTPUT ASSIGNMENT #1 ISWIG
AND THE RED PHASE CHECK.......................... PHASE CHECK..........................
INDICATIONS ON PHASE ON............................. PRESS THE 'ENT' KEY AFTER INPUTTING DATA. PHASE ON............................. PRESS THE 'ENT' KEY AFTER INPUTTING DATA.
HEADS 21. 22. 23 &24 PHASE NEXT........................... THEN 'ESC'. PHASE NEXT........................... THEN 'ESC'.
DURING PHASE 4
I I PED CLEAR.
T­ NOTE: THIS CHANGE REMAPS OVERLAP "A" RED NOTE: THIS CHANGE REMAPS OVERLAP "A" RED
SCROLL DOWN ^�� TO DRIVE LOAD SWITCH S2 RED. TO DRIVE LOAD SWITCH S1 RED.
THEN:
SET OUTPUT ASSIGNMENT #14 OFF
PRESS "," KEY TO MULTIPLE TIMES TO ADVANCE TO OUTPUT 51
PRESS '+' PRESS "+" KEY TO ADVANCE TO OUTPUT 12
LOGICAL 1/0 COMMAND #3 (+/-COMMAND#)
IF VEH CALL ON PHASE #4 IS ON NOTE: LOGIC TO ENSURE CHANGE C1 PIN NUMBER FROM 98 TO 13 AS SHOWN
OR VEH CALL ON PHASE #8 IS ON THAT PHASE 4 PED
IS ALWAYS
SERVED WITH
PHASE 4 VEHICLE.
PAGE:) C1 PIN:13 VEHICLE PHASE PAGE:) C1 PIN:13 VEHICLE OVERLAP
OUTPUT ASSIGNMENT u.................12 : OUTPUT ASSIGNMENT a.................51
SCROLL DOWN � FREQUENCY (O�EF AULT) (0-25.5 HZ)...1.0 MODIFY DATA AS SHOWN FREOUENCY (O�EFAULTI (0-25.5 HZ)...0.0
DUTY CYCLE (O=DEFAULT) l0 - 1007.)...50 TO MAKE OUTPUT 12 A DUTY CYCLE (O=DEF AULT) (0 - 100%)...0
' THEN: ' MODE (0=50L ID.I SLASH 1..............1 FLASHING OUTPUT MODE IO=SOLID.)=FLASHI..............0
SET INPUT ASSIGNMENT n31 ON I SELECT ASSIGNMENT: SELECT ASSIGNMENT:
NOT ENABLED......................... NOT ENABLED.........................
VEHICLE PHASE.......................Y VEHICLE PHASE.......................
PEDESTRIAN PHASE..................... PEDESTRIAN PHASE................
LOGIC 1/0 PROCESSOR PROGRAMMING COMPLETE VEHICLE OVERLAP..................... NOTE: THIS CHANGE REMAPS THE OVERLAP "A" VEHICLE OVERLAP.....................Y
PEDESTRIAN OVERLAP.................._ YELLOW DRIVER TO THE SAME PIN AS PHASE PEDESTRIAN OVERLAP...................
WATCHDOG............................_ NOTE: THIS MODIFIES THE PHASE 2 YELLOW 2 YELLOW, WHICH WILL PROVIDE THE OUTPUT WATCHDOG..............................
DETECTOR RESET....................... LOAD SWITCH DRIVER TO FLASH. WHICH FOR THE STEADY YELLOW CLEARANCE. DETECTOR RESET.......................
ADVANCE BEACON......................_ WILL PROVIDE THE FLASHING YELLOW ADVANCE BEACON.......................
OUT OF PHASE FLASHER................_ CLEARANCE INTERVAL. OUT OF PHASE FLASHER.................
I/O REFERENCE SCHEDULE CONTROLLER FLASH...................._ CONTROLLER FLASH.....................
RUN FREE............................_ RUN FREE............................_
OUTPUT 1 = PHASE 4 DON'T WALK RESERVED............................_ RESERVED.............................
PREEMPT.............................. PREEMPT..............................
OUTPUT 4 = PHASE 4 YELLOW SOFT PREEMPT......................... SOFT PREEMPT.........................
OUTPUT 11 = OLA RED ANY PREEMPT.......................... ANY PREEMPT..........................
OUTPUT 14 = OLA RED (DUPLICATE) COORDINATION PLAN.................... COORDINATION PLAN....................
OFFSET.............................._ OFFSET...............
INPUT 31 PHASE CHECK.......... ..............._
_ ..............._ PHASE CHECK..........
PHASE ON............................. PHASE ON.............................
PHASE NEXT........................... PHASE NEXT...........................
Outputs 11 and 14 have been remapped. OUTPUT PROGRAMMING COMPLETE
See detail on this Sheet. PRESS "+" KEY TWICE TO ADVANCE TO OUTPUT 14
........................................................................................................................................',
PEDESTRIAN DETECTOR ASSIGNMENT PROGRAMMING DETAIL
(program controller as shown below)
FROM MAIN MENU PRESS '7' (DETECTORS). THEN
2' (PEDESTRIAN DETECTOR ASSIGNMENTS). PRESS T
+' UNTIL PED DETECTOR #4 IS REACHED.
PED DETECTOR #4 SETTINGS DETI ; PED DETECTOR #8 SETTINGS (+/— DETI 1 DOCUMENTNOTCONSIDERED
PHASE# ;1 234 56789101
101 1 1 21 3141516 ; PHASE# ;12345678910111213141516 Electrical Detail Sheet 2 of L FINAL UNLESS ALL
PHASES ASSIGNED ; X X PHASES ASSIGNED ; X X SIGNATURES COMPLETED
SETTING: (Y/NI SETTING: (Y/NI ELECTRICAL AND PROGRAMMING Masonboro Loop Road SEAL
ENABLE DETECTOR.....................Y i ENABLE DETECTOR.....................Y DETAILS FOR
ENABLE LOGGING......................Y ; ENABLE LOGGING......................Y at o"' CARo�''%,
ENABLE DIAGNOSTICS..................N ENABLE DIAGNOSTICS..................N
Mid Block Crosswalk ='e°oFESSioN?q '
RECALL IF FAILED....................Y RECALL IF FAILED....................Y
MAX CALLS/MINUTE (0-255)............255 MAX CALLS/MINUTE (0-255)............255 North of J as�p Wilmington er Place = SEA
Division 3 New Hanover Runt
MAX CALLS/DIAG PERIOD (0-255).......0 MAX CALLS/DIAG PERIOD (0-255).......0 G�TO�N y g
mo, r
T�.uriccrrvccrerxmc PLAN DATE: April ZO2Z NEV IEWEO HY: FN ��
MAX OCCUPANCY % (0-100%)............100 MAX OCCUPANCY % (0-100%)............100 WJ Hamilton % /.,GINE,..
PREPARED BY: ZM ES O$1tO NKA PWE NO.: 2D3O3 OM1O
PRESS '+' FOUR TIMES i PROGRAMMING COMPLETE IONS 1111, IAIE O '"" `
,,''11��11II�� �1. �l.
I � VVIUApDt�.[1AWIy MA.
zs,zozz
____________________________________J EY KEMP ASSOCIATES SIGNATURE on re
-------------------- --- ---
vna�..s...e.za� ....,..,mn x.=om •_�._".c.mm ------------------------------ --- --- SIG. INVENTORY NO. N/A

D..Sig.Envelope ID:811E6368.M774ED8.9ME-AE52BBiBF36B
PROJECT REFERENCE N0. SHEET N0.
NIA S
ig
_
1.0
PHASING DIAGRAM TABLE OF OPERATION SIGNAL FACE I.D.
PHASE
All Heads L.E.D. 2 Phase
0 C T � 4 0 R Pedestrian Hybrid Beacon
SIGNAL D I A L 8 8 S R R (Isolated)
A I D PH
FACE R A Y E E p Y 12" NOTES
I E D D
0 L W L 21,22 P41 1. Refer to"Roadway Standard Drawings NCDOT"dated January 2018 and
02 04+8 RED N L A E Y- STEADY YELLOW 23,24 P81
0 L A FY- FLASHING YELLOW "Standard Specifications for Roads and Structures"dated January 2018.
W K I R R- STEADY RED 2. Program pedestrian heads to countdown the flashing"Don't Walk"time
21,22 DRKFY Y R R FR4 Y FR- FLASHING RED only.
PHASING DIAGRAM DETECTION LEGENDW- WALK 3. Enable Ped Yellow Clear for phase 4+8.
23,24 DRKFY Y R R FR JY DW- DON'T WALK
FDW FLASHING DON'T WALK
DETECTED MOVEMENT P41 DW DW DW DW W FD DRK- DARK
UNDETECTED MOVEMENT (OVERLAP) P81 DW DW DW DW W FD
f—— UNSIGNALIZED MOVEMENT
ALTERNATING FLASH
PEDESTRIAN MOVEMENT v
n
m
al
N
N
S
O
O
V
300' Intersection
�\-- -------------------------moo©
Masonboro Loop Road P41 ——— 45 MPH—0% Grade —� A
————————————————————————————————
24 - - - - <
23
21
22 - - --——————-------
-----------------------
o© © -------------
300' Intersection P81 -----
45 MPH 0� Grade �
+/- Masonboro Loop Road
LEGEND
PROPOSED EXISTING
CROSSWALK, STOP BAR, POLE LOCATIONS O Traffic Signal Head
lo->• Modified Signal Head N/A
Sign
�1 Pedestrian Signal Head
OASIS 2070 TIMING CHART _______ SIGNS With Push Button d Sign
PHASE _ ----- 0D Signal Pole with Guy
PROPOSED EXISTING �1
FEATURE 2 4 PED $PED oLA " Signal Pole with Sidewalk Guy
Min Green 1" io 7 60, O Pedestrian WWarning Sign O O Inductive Loop Detector
Controller d Cabinet
Extension 1" 0.0 0.0 o.o "AHEAD"
®
Max Green 1" 30 0 0 © (W1 fi 9P) ® El Junction Box
------- 2-in Underground Conduit —-—-—
Yellow Clearance 5.0 3.0 3.0 3.8 -w Serves as Steady Yellow Clearance Time 10' "CROSSWALK-STOP ON RED" Sign
- - - - - © (R10-231 © N/A Right of Way ————-
Red Clearance 2.0 0.0 0.0 5.0 Serves as All Red Clearance Time Directional Arrow D.
90, - "PEDESTRIAN CROSSWALK" Sign
Serves as Flashing W 7 7 _ _ (R9-8) N/A Curb Ramp n
Yellow Time Don't Walk 1 12 12 —
1�'
Seconds Per Actuation" - - -
__________ DOCUMENT NOT CONSIDERED
Max Before
Redual ction
- - - ——————————— New Installation SIGNATURES COMPLETED
FINAL UNLESS ALL
Time Before Reduction" - - - 1'
Time To Reduce" - - - Pre°°r�r— M a s o n b o r o Loop Road SEAL
Minimum Gap - - - o at CARo�;•.,
Recall Mode MAX RECALL - - Mid Block Crosswalk
Vehicle Call Memory - - -
North of Jasper Place �QSEAL9�'
Dual Entry Division 3 New Hanover County Wilmington 32396
Simultaneous Gap ON ON ON PLAN DATE: April 2022 REVIEWED BY: WJ Hamilton : �:Fij/CI N��Q.•�`�`
C/A_ PREPARED BY: ZM Esposito RKA POOL.ND.: 20303 040
"These values may be field adjusted. Do not adjust Min Green and Extension times for ,V �.eadropX?M J.HPM�"".•
SCALE REVISIONS IN IT. rDATE
phases 2 and 6 lower than what is shown.Min Green for all other phases should not 0 20 �
be lower than 4 seconds. RAMEY KEMP ASSOCIATES Z ------------------------------------ INVENTORY onr---- ------------------------- SIG. INVENroavNO. NIA

D..Sig.ET-I.eID:877E6368.M774ED8.9ME-AE52BBiBF36B
PROJECT REFERENCE NO. SHEET NO.
EDI MODEL 2018ECL-NC CONFLICT MONITOR NOTES N/A sig-1.1
PROGRAMMING DETAIL ON OFF
(remove jumper and set switches as shown) WD ENABLE 1. To prevent "flash-conflict" problems. insert red flash SIGNAL HEAD WIRING DETAIL
swz program blocks for all unused vehicle load switches in (wire signal heads as shown)
the output file. The installer shall verify that signal
REMOVE DIODE JUMPER I4-I6. ON heads flash in accordance with the Signal Plans.
0 RF 2010
RP DISABLE
o 2. Program phases 4 and 8 for PED YELLOW CLEAR.
0 WD 1.0 SEC z
4 El MI M1 M� ^ 21 TJ T1 4 p� ml yl m1 4 � GY ENABLE � PHASE 1 RED PHASE 2 RED
p SFu1 POLARITY.' 3. Program phase 2 for STARTUP IN GREEN. (TERM. 1 25) (TERM. 1 28)
0 LEDguord —J
N NY N N N N NY NY N N N N N N N N RF SSM
2 i TiYA COMPACT-1 4. Program phases 4 and 8 for STARTUP PED CALL.
�� �� �� ^� �� �� v1 Q FYA 1-9 LL
M M M M M M M M M T M I ,h m 7� FYA 3-10 5. Program phase 2 for YELLOW FLASH.
a � g p PHASE 2 YELLOW
u � FYA 5-11
t Q� o H FYA 7-12 � (TERM. 129)
4=1 41 �I m� � T� �2� ONE EQUIPMENT INFORMATION
v1 I v0 v� ml 11Ol 2 1 M1 �1 �1 21 T ro� n1 .1 YELLOW DISABLE � 1
m m ++ m m "' "'`` "'`` 'o• 010
0 0 I 0 0 0 2 2 1 2 2
�� �� -� m� -� -� o� O 11 O o 2 O Q �3 CONTROLLER. ... ... ... .. . .2070 23. 24
m p 4 CABINET... ........ ... ...332
Q 0130 040 `^ SOFTWARE.. ........ ... ...ECONOLITE OASIS
1p 1p [D 1p (D l0 l0 t0 lD l0 l0 (D IIIIIO 5 N
= • 0130 040 �
u �� ^_� �� TJ sI 21 L.1 �� T- n1 Mi M4 M1 �� g� m� r44 0 5 0 z e J CAB I NET MOUNT..... ... ...BASE HAND PHASE 4 DON'T WALK
m N N N N ry 0015006o OUTPUT FILE POSITIONS I T IONS (TERM. 104)
U 0 12
�21 TJ Qa ma Nl m1 m6 c6 m� m6 wb m6 m6 m� m� oleo 090 P�AOSESWUSEDES USED... . ..21 �424SPED128.8 PED MAN
Y Y ON ilE :.....: PHASE 4 WALK
m� C6 C6 6 _� _� _� P� a� u-� cl� cl� 0, O� O� a-� 90 (TERM. 1 06)
_ OVERLAP "A... ... .. . .. . . . .2
m m m m m m m m 7p 11 OVERLAP "B... ... ... .. . .. .NOT USED P41
oC6 � 12 OVERLAP "C.............. .NOT USED
COMPONENT SIDE ;4 N .....NOT USED HAND
OVERLAP „D,'........
PHASE 8 DON'T WALK
DO NOT REMOVE ANY DIODE JUMPERS 0 15 Denotes used to control clearance intervals. (TERM. 110)
NOTES: 17 Phase used for timing purposes only.
18 MAN PHASE 8 WALK
1. Card is provided with all diode junipers in place. Removal (TERM. 112)
of any jumper al I ows its channels to run concurrently. 0 = DENOTES POSITION OPERATIONAL NOTES Pfl1
2. Ensure jumpers SEL2-SEL5 and SEL9 are present on the monitor board. OF SWITCH
1. In order for controller to perform the "Pedestrian
3. Ensure that Red Enable is active at all times during normal operation. Hybrid Beacon" (aka. HAWK signal ) sequence. special LOAD RESISTOR INSTALLATION DETAIL
4. Connect serial cable from conflict monitor to come. port 1 of 2070 logic and output programming is necessary. See
control Ier. Ensure conflict monitor communicates with 2070. programming details on sheet 2 of this electrical (install resistors as shown below)
detail.
5. Be sure to install YELLOW DISABLE JUMPER for channel 14 (4 PED) PHASE 1 GREEN FIELD
and channel 16 (PED). 2. This sequence uses PHASE 2 YELLOW to produce "flashing yellow ACCEPTABLE VALUES TERMINAL (127)
clearance" and also uses overlap "A" assigned as phase 2 VALUE (ohms) WATTAGE PHASE 1 YELLOW FIELD
to provide "steady yellow" clearance interval. Time for this 11.5K 1.91K I 25W (mLn) TERMINAL (126)
INPUT FILE POSITION LAYOUT interval sha I I be implemented in "OLA YELLOW CLEAR" timing. 2.0K 3.OK l0W (mLr) PHASE 2 GREEN FIELD
See signal plan for timing.
(front view) AC_ TERMINAL (130)
3. Phase 2 YELLOW CLEARANCE and OLA GREEN EXTENSION times
1 2 3 4 5 6 7 8 9 10 11 12 13 14 must be equal. This is necessary so that when flashing yellow AC-
clear ends, the steady yellow clear begins.
s s s s s s s S s s s FS
L L L L L L L L L L L NOT NOT Phase 4 and 8 RED CLEAR time must be set to 0.0 sec. AC-
FILEU 0 0 0 0 0 0 0 0 0 0 0 USED USED DC
T T T T T T T T T T T ISOLATOR
II 7 II M M M M M M M M M M M 04 PEDO8 PED ST
L P P P P P P P P P P P OVERLAP PROGRAMMING DETAIL
T T T T T T T T T T T DC DC DC
Y Y Y Y Y Y Y Y Y Y Y ISOLATOR ISOLATOR ISOLATOR (program controller as shown below) COUNTDOWN PEDESTRIAN SIGNAL OPERATION
s s s s s s s s s s s s s s FROM MAIN MENU PRESS '8
Countdown Ped Signals are required to display timing only during
L L L L L L L L L L L L L L ' (OVERLAPS). THEN
U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1' (VEHICLE OVERLAP SETTINGS).
FILE T T T T T T T T T T T T T T Ped Clearance Interval. Consult Ped Signal Module user's manual
II TII E E E E E E E E E E E E E E for instructions on selecting this feature.
�1 M M M M M M M M M M M M M M
L P T P P P P P T P T P T P P PAGE 1: VEHICLE OVERLAP 'A' SETTINGS
Y Y Y Y Y Y Y Y Y Y Y Y Y Y PHASE: :12345678910111213141516
VEH OVL PARENTS:: X
EX.: IA,2A,ETC.= LOOP NO.'S FS = FLASH SENSE VEH OVL NOT VEH:
ST = STOP TIME VEH OVL NOT PED:.
VEH OVL GRN EXT:; X
STARTUP COLOR: - RED - YELLOW - GREEN
FLASH COLORS: - RED - YELLOW - GREEN
SELECT VEHICLE OVERLAP OPTIONS: (Y/N)
FLASH YELLOW IN CONTROLLER FLASH?...Y
GREEN EXTENSION (0-255 SEC).........5 NOTICE
YELLOW CLEAR (O=PARENT.3-25.5 SEC)..3.8 TIMNG
INPUT FILE CONNECTION & PROGRAMMING CHART RED CLEAR (0=PARENT.O.1-25.5 SEC)...5.0 INTERVALS
OUTPUT AS PHASE # (O=NONE. 1-16)....0
LOOP N0. LOOP INPUT PIN INPU ASSIGNMENT TDETECTOR NEMA CALL EXTEND T FULL
IME STRETCH DELAY OVERLAP PROGRAMMING COMPLETE
TERMINAL FILE POS. NO. NONO. PHASE DELAY TIME TIME
PED PUSH DOCUMENTNOTCONSIDERED
BUTTONS NOTE: TIMING INTERVAL SCHEDULE Electrical Detail - Sheet 1 of 2 FINAL UALL
P41 TB8-5.6 112L 69 31 PED 4 4 PED INSTALL DC ISOLATORS SIGNATURES C COMOMPLETED
ELECTRICAL AND PROGRAMMING SEAL
P81 TB8-8.9 113L 70 32 PED 8 8 PED IN INPUT FILE SLOTS PHASE 2 YELLOW CLEAR TIME = FLASHING YELLOW CLEARANCE INTERVAL DETAILS FOR: Masonboro LOOP Road ,,,
112 AND 113. OVERLAP "A"OVERLAP "A" REDLOW CLEARETIMEIMEALLSREDDY YELLOW CLEARANNCECLEARANCE INTERVAL INTERVAL at �SS�G(�q%
Mid Block Crosswalk :of a •.
INPUT FILE POSITION LEGEND: J21-
North of Jasper Place = �QSEAL9`'
NOTE: Phase 2 YELLOW CLEARANCE and OLA GREEN EXTENSION times = 32396 =
FILE J Division 3 New Hanover aunty Wilmington
SLOT 2� must be equal. GTM PLAN DATE: Aril 2022 REVIEWED BY: WJ Hamllton B'�NGINE�
LOWER ZM ES osito 20303 040 h en
PREPARED BY: RKA PROJ.NO.: q J.HQ�-
REVISIONS MIT. DATE 111111II �I. �l' ,
(MUAANt�.,[1lUNfy OI,L
RAMEY KEMP ASSOCIATES ---------------------------- --- --- 1/25/2022
r.n.mi.n...x.iwampx.micii..mod ............................ --- --- SIGNATURE IA
TI
---------------------------- --- --- SIG. INVENTORY NO. NIA

D..Sig.Envelope ID:871E6368-84774ED8.9ME-AE52BBlBF36B
PROJECT REFERENCE N0.�1.111LOGICAL I/O PROCESSOR PROGRAMMING DETAIL OUTPUT REMAPPING DETAIL FOR N/A
TO PRODUCE SPECIAL PEDESTRIAN HYBRID BEACON SEQUENCE SPECIAL PEDESTRIAN HYBRID BEACON SEQUENCE
(program controller as shown below)
(program controller as shown)
1. FROM MAIN MENU PRESS '2' (PHASE CONTROL), THEN '1' (PHASE
CONTROL FUNCTIONS). SCROLL TO THE BOTTOM OF THE MENU AND
ENABLE ACT LOGIC COMMANDS 1, 2 AND 3. FROM MAIN MENU PRESS '6' (OUTPUTS). THEN
'1' (OUTPUT ASS IGNMENTS I.
WITH CURSOR IN OUTPUT ASSIGNMEl POSITION. ENTER "11"
2. FROM MAIN MENU PRESS '6' (OUTPUTS), THEN '3' (LOGICAL 1/0
PROCESSOR).
PAGE:1 C1 PIN:12 VEHICLE PHASE PAGE:1 C1 PIl VEHICLE PHASE
OUTPUT ASSIGNMENT #.................11 OUTPUT ASSIGNMENT #.................14
FREOUENCY (O=DEFAULT) (0-25.5 HZ-)...0.0 FREOUENCY (O=DEFAULT) (0-25.5 HZ)...0.0
LOGICAL 1/0 COMMAND #1 (+/-COMMAND#) DUTY CYCLE (O�EFAULT) (0 - JO X)...0 DUTY CYCLE (O�EFAULT) (0 - 100%)...0
NOTE: LOGIC TO MODE (O=SOL ID.I SLASH)..............0 MODE (O=SOLID.1#LASH)..............0
IF PED CLEAR ON PHASE #4 IS ON SELECT ASSIGNMENT: ____________THIS OUTPUT IS DEFAULTED AS A VEHICLE PHASE, SELECT ASSIGNMENT: THIS OUTPUT IS DEFAULTED AS A VEHICLE PHASE.
AND OUTPUT ASSIGNMENT #1 IS ON WIG—WAG THE RED NDT ENABLED... THIS SETTING WILL REMAIN UNTIL CHANGE I5 MADE. NOT ENABLED......................... THIS SETTING WILL REMAIN UNTIL CHANGE IS MADE.
INDICATIONS ON VEHICLE PHASE.......................Y -- VEHICLE PHASE.......................Y --
HEADS 21. 22. 23 &24 PEDESTRIAN PHASE.................... PEDESTRIAN PHASE....................
DURING PHASE 4 VEHICLE OVERLAP.....................Y ENTER A "Y" FOR VEHICLE OVERLAP. VEHICLE OVERLAP.....................Y ENTER A "Y" FOR VEHICLE OVERLAP.
I I PED CLEAR. PEDESTRIAN OVERLAP.................:Y- PEDESTRIAN OVERLAP.........
WATCHDOG............................. WATCHDOG...................
PAGE:) C1 PIN:12 VEHICLE PHASE PAGE:1 C1 PIl VEHICLE PHASE
SCROLL DOWN " DETECTOR RESET......................_ SELECT VEHICLE OVERLAP IA%P=161...1 DETECTOR RESET....................... SELECT VEHICLE OVERLAP (A=1.P=16)...I
' THEN: ' ADVANCE BEACON......................_ SELECT COLORIO.ED.1=YEL.2�,RN I.....0 ADVANCE BEACON......................_ SELECT COL OR(Od2ED.1-YEL.2-CRN I.....0
SET OUTPUT ASSIGNMENT 411 OFF I OUT OF PHASE FLASHER................. ,........ OUT OF PHASE FLASHER................_ ...........
CONTROLLER FLASH..................... CONTROLLER FLASH.....................
RUN FREE............................. RUN FREE.............................
PRESS '+' RESERVED............................. RESERVED.............................
PREEMPT.............................. PREEMPT..............................
SOFT PREEMPT......................... SOFT PREEMPT.........................
ANY PREEMPT........................._ WHEN A 'Y' IS ENTERED FOR 'VEHICLE OVERLAP' ANY PREEMPT.......................... WHEN A 'Y' IS ENTERED FOR 'VEHICLE OVERLAP'
LOGICAL 1/0 COMMAND #2 (+/7ON
COORDINATION PLAN..................._ THE SCREEN SHOWN ABOVE WILL APPEAR. COORDINATION PLAN.................... THE SCREEN SHOWN ABOVE WILL APPEAR.
IF PED CLEAR ON PHASE #4 ISNOTE: LOGIC TO OFFSET.............................._ ENTER DATA AS SHOWN. OFFSET.............................._ ENTER DATA AS SHOWN.
AND OUTPUT ASSIGNMENT #1 ISWIG
AND THE RED PHASE CHECK.......................... PHASE CHECK..........................
INDICATIONS ON PHASE ON............................. PRESS THE 'ENT' KEY AFTER INPUTTING DATA. PHASE ON............................. PRESS THE 'ENT' KEY AFTER INPUTTING DATA.
HEADS 21. 22. 23 &24 PHASE NEXT........................... THEN 'ESC'. PHASE NEXT........................... THEN 'ESC'.
DURING PHASE 4
I I PED CLEAR.
T­ NOTE: THIS CHANGE REMAPS OVERLAP "A" RED NOTE: THIS CHANGE REMAPS OVERLAP "A" RED
SCROLL DOWN ^�� TO DRIVE LOAD SWITCH S2 RED. TO DRIVE LOAD SWITCH S1 RED.
THEN:
SET OUTPUT ASSIGNMENT #14 OFF
PRESS "," KEY TO MULTIPLE TIMES TO ADVANCE TO OUTPUT 51
PRESS '+' PRESS "+" KEY TO ADVANCE TO OUTPUT 12
LOGICAL 1/0 COMMAND #3 (+/-COMMAND#)
IF VEH CALL ON PHASE #4 IS ON NOTE: LOGIC TO ENSURE CHANGE C1 PIN NUMBER FROM 98 TO 13 AS SHOWN
OR VEH CALL ON PHASE #8 IS ON THAT PHASE 4 PED
IS ALWAYS
SERVED WITH
PHASE 4 VEHICLE.
PAGE:) C1 PIN:13 VEHICLE PHASE PAGE:) C1 PIN:13 VEHICLE OVERLAP
OUTPUT ASSIGNMENT u.................12 : OUTPUT ASSIGNMENT a.................51
SCROLL DOWN � FREQUENCY (O�EF AULT) (0-25.5 HZ)...1.0 MODIFY DATA AS SHOWN FREOUENCY (O�EFAULTI (0-25.5 HZ)...0.0
DUTY CYCLE (O=DEFAULT) l0 - 1007.)...50 TO MAKE OUTPUT 12 A DUTY CYCLE (O=DEF AULT) (0 - 100%)...0
' THEN: ' MODE (0=50L ID.I SLASH 1..............1 FLASHING OUTPUT MODE IO=SOLID.)=FLASHI..............0
SET INPUT ASSIGNMENT n31 ON I SELECT ASSIGNMENT: SELECT ASSIGNMENT:
NOT ENABLED......................... NOT ENABLED.........................
VEHICLE PHASE.......................Y VEHICLE PHASE.......................
PEDESTRIAN PHASE..................... PEDESTRIAN PHASE................
LOGIC 1/0 PROCESSOR PROGRAMMING COMPLETE VEHICLE OVERLAP..................... NOTE: THIS CHANGE REMAPS THE OVERLAP "A" VEHICLE OVERLAP.....................Y
PEDESTRIAN OVERLAP.................._ YELLOW DRIVER TO THE SAME PIN AS PHASE PEDESTRIAN OVERLAP...................
WATCHDOG............................_ NOTE: THIS MODIFIES THE PHASE 2 YELLOW 2 YELLOW, WHICH WILL PROVIDE THE OUTPUT WATCHDOG..............................
DETECTOR RESET....................... LOAD SWITCH DRIVER TO FLASH. WHICH FOR THE STEADY YELLOW CLEARANCE. DETECTOR RESET.......................
ADVANCE BEACON......................_ WILL PROVIDE THE FLASHING YELLOW ADVANCE BEACON.......................
OUT OF PHASE FLASHER................_ CLEARANCE INTERVAL. OUT OF PHASE FLASHER.................
I/O REFERENCE SCHEDULE CONTROLLER FLASH...................._ CONTROLLER FLASH.....................
RUN FREE............................_ RUN FREE............................_
OUTPUT 1 = PHASE 4 DON'T WALK RESERVED............................_ RESERVED.............................
PREEMPT.............................. PREEMPT..............................
OUTPUT 4 = PHASE 4 YELLOW SOFT PREEMPT......................... SOFT PREEMPT.........................
OUTPUT 11 = OLA RED ANY PREEMPT.......................... ANY PREEMPT..........................
OUTPUT 14 = OLA RED (DUPLICATE) COORDINATION PLAN.................... COORDINATION PLAN....................
OFFSET.............................._ OFFSET...............
INPUT 31 PHASE CHECK.......... ..............._
_ ..............._ PHASE CHECK..........
PHASE ON............................. PHASE ON.............................
PHASE NEXT........................... PHASE NEXT...........................
Outputs 11 and 14 have been remapped. OUTPUT PROGRAMMING COMPLETE
See detail on this Sheet. PRESS "+" KEY TWICE TO ADVANCE TO OUTPUT 14
........................................................................................................................................',
PEDESTRIAN DETECTOR ASSIGNMENT PROGRAMMING DETAIL
(program controller as shown below)
FROM MAIN MENU PRESS '7' (DETECTORS). THEN
2' (PEDESTRIAN DETECTOR ASSIGNMENTS). PRESS T
+' UNTIL PED DETECTOR #4 IS REACHED.
PED DETECTOR #4 SETTINGS DETI ; PED DETECTOR #8 SETTINGS (+/— DETI 1 DOCUMENTNOTCONSIDERED
PHASE# ;1 234 56789101
101 1 1 21 3141516 ; PHASE# ;12345678910111213141516 Electrical Detail Sheet 2 of L FINAL UNLESS ALL
PHASES ASSIGNED ; X X PHASES ASSIGNED ; X X SIGNATURES COMPLETED
SETTING: (Y/NI SETTING: (Y/NI ELECTRICAL AND PROGRAMMING Masonboro Loop Road SEAL
ENABLE DETECTOR.....................Y i ENABLE DETECTOR.....................Y DETAILS FOR
ENABLE LOGGING......................Y ; ENABLE LOGGING......................Y at o"' CARo�''%,
ENABLE DIAGNOSTICS..................N ENABLE DIAGNOSTICS..................N
Mid Block Crosswalk ='e°oFESSioN?q '
RECALL IF FAILED....................Y RECALL IF FAILED....................Y
MAX CALLS/MINUTE (0-255)............255 MAX CALLS/MINUTE (0-255)............255 North of J as�p Wilmington er Place = SEA
Division 3 New Hanover Runt
MAX CALLS/DIAG PERIOD (0-255).......0 MAX CALLS/DIAG PERIOD (0-255).......0 G�TO�N y g
mo, r
T�.uriccrrvccrerxmc PLAN DATE: April ZO2Z NEV IEWEO HY: FN ��
MAX OCCUPANCY % (0-100%)............100 MAX OCCUPANCY % (0-100%)............100 WJ Hamilton % /.,GINE,..
PREPARED BY: ZM ES O$1tO NKA PWE NO.: 2D3O3 OM1O
PRESS '+' FOUR TIMES i PROGRAMMING COMPLETE IONS 1111, IAIE O '"" `
,,''11��11II�� �1. �l.
I � VVIUApDt�.[1AWIy MA.
zs,zozz
____________________________________J EY KEMP ASSOCIATES SIGNATURE on re
-------------------- --- ---
vna�..s...e.za� ....,..,mn x.=om •_�._".c.mm ------------------------------ --- --- SIG. INVENTORY NO. N/A

D..Sig.Envelope ID:811E6368.M774ED8.9ME-AE52BBiBF36B
PROJECT REFERENCE N0. SHEET N0.
NIA S
ig
_
1.0
PHASING DIAGRAM TABLE OF OPERATION SIGNAL FACE I.D.
PHASE
All Heads L.E.D. 2 Phase
0 C T � 4 0 R Pedestrian Hybrid Beacon
SIGNAL D I A L 8 8 S R R (Isolated)
A I D PH
FACE R A Y E E p Y 12" NOTES
I E D D
0 L W L 21,22 P41 1. Refer to"Roadway Standard Drawings NCDOT"dated January 2018 and
02 04+8 RED N L A E Y- STEADY YELLOW 23,24 P81
0 L A FY- FLASHING YELLOW "Standard Specifications for Roads and Structures"dated January 2018.
W K I R R- STEADY RED 2. Program pedestrian heads to countdown the flashing"Don't Walk"time
21,22 DRKFY Y R R FR4 Y FR- FLASHING RED only.
PHASING DIAGRAM DETECTION LEGENDW- WALK 3. Enable Ped Yellow Clear for phase 4+8.
23,24 DRKFY Y R R FR JY DW- DON'T WALK
FDW FLASHING DON'T WALK
DETECTED MOVEMENT P41 DW DW DW DW W FD DRK- DARK
UNDETECTED MOVEMENT (OVERLAP) P81 DW DW DW DW W FD
f—— UNSIGNALIZED MOVEMENT
ALTERNATING FLASH
PEDESTRIAN MOVEMENT v
n
m
al
N
N
S
O
O
V
300' Intersection
�\-- -------------------------moo©
Masonboro Loop Road P41 ——— 45 MPH—0% Grade —� A
————————————————————————————————
24 - - - - <
23
21
22 - - --——————-------
-----------------------
o© © -------------
300' Intersection P81 -----
45 MPH 0� Grade �
+/- Masonboro Loop Road
LEGEND
PROPOSED EXISTING
CROSSWALK, STOP BAR, POLE LOCATIONS O Traffic Signal Head
lo->• Modified Signal Head N/A
Sign
�1 Pedestrian Signal Head
OASIS 2070 TIMING CHART _______ SIGNS With Push Button d Sign
PHASE _ ----- 0D Signal Pole with Guy
PROPOSED EXISTING �1
FEATURE 2 4 PED $PED oLA " Signal Pole with Sidewalk Guy
Min Green 1" io 7 60, O Pedestrian WWarning Sign O O Inductive Loop Detector
Controller d Cabinet
Extension 1" 0.0 0.0 o.o "AHEAD"
®
Max Green 1" 30 0 0 © (W1 fi 9P) ® El Junction Box
------- 2-in Underground Conduit —-—-—
Yellow Clearance 5.0 3.0 3.0 3.8 -w Serves as Steady Yellow Clearance Time 10' "CROSSWALK-STOP ON RED" Sign
- - - - - © (R10-231 © N/A Right of Way ————-
Red Clearance 2.0 0.0 0.0 5.0 Serves as All Red Clearance Time Directional Arrow D.
90, - "PEDESTRIAN CROSSWALK" Sign
Serves as Flashing W 7 7 _ _ (R9-8) N/A Curb Ramp n
Yellow Time Don't Walk 1 12 12 —
1�'
Seconds Per Actuation" - - -
__________ DOCUMENT NOT CONSIDERED
Max Before
Redual ction
- - - ——————————— New Installation SIGNATURES COMPLETED
FINAL UNLESS ALL
Time Before Reduction" - - - 1'
Time To Reduce" - - - Pre°°r�r— M a s o n b o r o Loop Road SEAL
Minimum Gap - - - o at CARo�;•.,
Recall Mode MAX RECALL - - Mid Block Crosswalk
Vehicle Call Memory - - -
North of Jasper Place �QSEAL9�'
Dual Entry Division 3 New Hanover County Wilmington 32396
Simultaneous Gap ON ON ON PLAN DATE: April 2022 REVIEWED BY: WJ Hamilton : �:Fij/CI N��Q.•�`�`
C/A_ PREPARED BY: ZM Esposito RKA POOL.ND.: 20303 040
"These values may be field adjusted. Do not adjust Min Green and Extension times for ,V �.eadropX?M J.HPM�"".•
SCALE REVISIONS IN IT. rDATE
phases 2 and 6 lower than what is shown.Min Green for all other phases should not 0 20 �
be lower than 4 seconds. RAMEY KEMP ASSOCIATES Z ------------------------------------ INVENTORY onr---- ------------------------- SIG. INVENroavNO. NIA

D..Sig.ET-I.eID:877E6368.M774ED8.9ME-AE52BBiBF36B
PROJECT REFERENCE NO. SHEET NO.
EDI MODEL 2018ECL-NC CONFLICT MONITOR NOTES N/A sig-1.1
PROGRAMMING DETAIL ON OFF
(remove jumper and set switches as shown) WD ENABLE 1. To prevent "flash-conflict" problems. insert red flash SIGNAL HEAD WIRING DETAIL
swz program blocks for all unused vehicle load switches in (wire signal heads as shown)
the output file. The installer shall verify that signal
REMOVE DIODE JUMPER I4-I6. ON heads flash in accordance with the Signal Plans.
0 RF 2010
RP DISABLE
o 2. Program phases 4 and 8 for PED YELLOW CLEAR.
0 WD 1.0 SEC z
4 El MI M1 M� ^ 21 TJ T1 4 p� ml yl m1 4 � GY ENABLE � PHASE 1 RED PHASE 2 RED
p SFu1 POLARITY.' 3. Program phase 2 for STARTUP IN GREEN. (TERM. 1 25) (TERM. 1 28)
0 LEDguord —J
N NY N N N N NY NY N N N N N N N N RF SSM
2 i TiYA COMPACT-1 4. Program phases 4 and 8 for STARTUP PED CALL.
�� �� �� ^� �� �� v1 Q FYA 1-9 LL
M M M M M M M M M T M I ,h m 7� FYA 3-10 5. Program phase 2 for YELLOW FLASH.
a � g p PHASE 2 YELLOW
u � FYA 5-11
t Q� o H FYA 7-12 � (TERM. 129)
4=1 41 �I m� � T� �2� ONE EQUIPMENT INFORMATION
v1 I v0 v� ml 11Ol 2 1 M1 �1 �1 21 T ro� n1 .1 YELLOW DISABLE � 1
m m ++ m m "' "'`` "'`` 'o• 010
0 0 I 0 0 0 2 2 1 2 2
�� �� -� m� -� -� o� O 11 O o 2 O Q �3 CONTROLLER. ... ... ... .. . .2070 23. 24
m p 4 CABINET... ........ ... ...332
Q 0130 040 `^ SOFTWARE.. ........ ... ...ECONOLITE OASIS
1p 1p [D 1p (D l0 l0 t0 lD l0 l0 (D IIIIIO 5 N
= • 0130 040 �
u �� ^_� �� TJ sI 21 L.1 �� T- n1 Mi M4 M1 �� g� m� r44 0 5 0 z e J CAB I NET MOUNT..... ... ...BASE HAND PHASE 4 DON'T WALK
m N N N N ry 0015006o OUTPUT FILE POSITIONS I T IONS (TERM. 104)
U 0 12
�21 TJ Qa ma Nl m1 m6 c6 m� m6 wb m6 m6 m� m� oleo 090 P�AOSESWUSEDES USED... . ..21 �424SPED128.8 PED MAN
Y Y ON ilE :.....: PHASE 4 WALK
m� C6 C6 6 _� _� _� P� a� u-� cl� cl� 0, O� O� a-� 90 (TERM. 1 06)
_ OVERLAP "A... ... .. . .. . . . .2
m m m m m m m m 7p 11 OVERLAP "B... ... ... .. . .. .NOT USED P41
oC6 � 12 OVERLAP "C.............. .NOT USED
COMPONENT SIDE ;4 N .....NOT USED HAND
OVERLAP „D,'........
PHASE 8 DON'T WALK
DO NOT REMOVE ANY DIODE JUMPERS 0 15 Denotes used to control clearance intervals. (TERM. 110)
NOTES: 17 Phase used for timing purposes only.
18 MAN PHASE 8 WALK
1. Card is provided with all diode junipers in place. Removal (TERM. 112)
of any jumper al I ows its channels to run concurrently. 0 = DENOTES POSITION OPERATIONAL NOTES Pfl1
2. Ensure jumpers SEL2-SEL5 and SEL9 are present on the monitor board. OF SWITCH
1. In order for controller to perform the "Pedestrian
3. Ensure that Red Enable is active at all times during normal operation. Hybrid Beacon" (aka. HAWK signal ) sequence. special LOAD RESISTOR INSTALLATION DETAIL
4. Connect serial cable from conflict monitor to come. port 1 of 2070 logic and output programming is necessary. See
control Ier. Ensure conflict monitor communicates with 2070. programming details on sheet 2 of this electrical (install resistors as shown below)
detail.
5. Be sure to install YELLOW DISABLE JUMPER for channel 14 (4 PED) PHASE 1 GREEN FIELD
and channel 16 (PED). 2. This sequence uses PHASE 2 YELLOW to produce "flashing yellow ACCEPTABLE VALUES TERMINAL (127)
clearance" and also uses overlap "A" assigned as phase 2 VALUE (ohms) WATTAGE PHASE 1 YELLOW FIELD
to provide "steady yellow" clearance interval. Time for this 11.5K 1.91K I 25W (mLn) TERMINAL (126)
INPUT FILE POSITION LAYOUT interval sha I I be implemented in "OLA YELLOW CLEAR" timing. 2.0K 3.OK l0W (mLr) PHASE 2 GREEN FIELD
See signal plan for timing.
(front view) AC_ TERMINAL (130)
3. Phase 2 YELLOW CLEARANCE and OLA GREEN EXTENSION times
1 2 3 4 5 6 7 8 9 10 11 12 13 14 must be equal. This is necessary so that when flashing yellow AC-
clear ends, the steady yellow clear begins.
s s s s s s s S s s s FS
L L L L L L L L L L L NOT NOT Phase 4 and 8 RED CLEAR time must be set to 0.0 sec. AC-
FILEU 0 0 0 0 0 0 0 0 0 0 0 USED USED DC
T T T T T T T T T T T ISOLATOR
II 7 II M M M M M M M M M M M 04 PEDO8 PED ST
L P P P P P P P P P P P OVERLAP PROGRAMMING DETAIL
T T T T T T T T T T T DC DC DC
Y Y Y Y Y Y Y Y Y Y Y ISOLATOR ISOLATOR ISOLATOR (program controller as shown below) COUNTDOWN PEDESTRIAN SIGNAL OPERATION
s s s s s s s s s s s s s s FROM MAIN MENU PRESS '8
Countdown Ped Signals are required to display timing only during
L L L L L L L L L L L L L L ' (OVERLAPS). THEN
U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1' (VEHICLE OVERLAP SETTINGS).
FILE T T T T T T T T T T T T T T Ped Clearance Interval. Consult Ped Signal Module user's manual
II TII E E E E E E E E E E E E E E for instructions on selecting this feature.
�1 M M M M M M M M M M M M M M
L P T P P P P P T P T P T P P PAGE 1: VEHICLE OVERLAP 'A' SETTINGS
Y Y Y Y Y Y Y Y Y Y Y Y Y Y PHASE: :12345678910111213141516
VEH OVL PARENTS:: X
EX.: IA,2A,ETC.= LOOP NO.'S FS = FLASH SENSE VEH OVL NOT VEH:
ST = STOP TIME VEH OVL NOT PED:.
VEH OVL GRN EXT:; X
STARTUP COLOR: - RED - YELLOW - GREEN
FLASH COLORS: - RED - YELLOW - GREEN
SELECT VEHICLE OVERLAP OPTIONS: (Y/N)
FLASH YELLOW IN CONTROLLER FLASH?...Y
GREEN EXTENSION (0-255 SEC).........5 NOTICE
YELLOW CLEAR (O=PARENT.3-25.5 SEC)..3.8 TIMNG
INPUT FILE CONNECTION & PROGRAMMING CHART RED CLEAR (0=PARENT.O.1-25.5 SEC)...5.0 INTERVALS
OUTPUT AS PHASE # (O=NONE. 1-16)....0
LOOP N0. LOOP INPUT PIN INPU ASSIGNMENT TDETECTOR NEMA CALL EXTEND T FULL
IME STRETCH DELAY OVERLAP PROGRAMMING COMPLETE
TERMINAL FILE POS. NO. NONO. PHASE DELAY TIME TIME
PED PUSH DOCUMENTNOTCONSIDERED
BUTTONS NOTE: TIMING INTERVAL SCHEDULE Electrical Detail - Sheet 1 of 2 FINAL UALL
P41 TB8-5.6 112L 69 31 PED 4 4 PED INSTALL DC ISOLATORS SIGNATURES C COMOMPLETED
ELECTRICAL AND PROGRAMMING SEAL
P81 TB8-8.9 113L 70 32 PED 8 8 PED IN INPUT FILE SLOTS PHASE 2 YELLOW CLEAR TIME = FLASHING YELLOW CLEARANCE INTERVAL DETAILS FOR: Masonboro LOOP Road ,,,
112 AND 113. OVERLAP "A"OVERLAP "A" REDLOW CLEARETIMEIMEALLSREDDY YELLOW CLEARANNCECLEARANCE INTERVAL INTERVAL at �SS�G(�q%
Mid Block Crosswalk :of a •.
INPUT FILE POSITION LEGEND: J21-
North of Jasper Place = �QSEAL9`'
NOTE: Phase 2 YELLOW CLEARANCE and OLA GREEN EXTENSION times = 32396 =
FILE J Division 3 New Hanover aunty Wilmington
SLOT 2� must be equal. GTM PLAN DATE: Aril 2022 REVIEWED BY: WJ Hamllton B'�NGINE�
LOWER ZM ES osito 20303 040 h en
PREPARED BY: RKA PROJ.NO.: q J.HQ�-
REVISIONS MIT. DATE 111111II �I. �l' ,
(MUAANt�.,[1lUNfy OI,L
RAMEY KEMP ASSOCIATES ---------------------------- --- --- 1/25/2022
r.n.mi.n...x.iwampx.micii..mod ............................ --- --- SIGNATURE IA
TI
---------------------------- --- --- SIG. INVENTORY NO. NIA

D..Sig.Envelope ID:871E6368-84774ED8.9ME-AE52BBlBF36B
PROJECT REFERENCE N0.�1.111LOGICAL I/O PROCESSOR PROGRAMMING DETAIL OUTPUT REMAPPING DETAIL FOR N/A
TO PRODUCE SPECIAL PEDESTRIAN HYBRID BEACON SEQUENCE SPECIAL PEDESTRIAN HYBRID BEACON SEQUENCE
(program controller as shown below)
(program controller as shown)
1. FROM MAIN MENU PRESS '2' (PHASE CONTROL), THEN '1' (PHASE
CONTROL FUNCTIONS). SCROLL TO THE BOTTOM OF THE MENU AND
ENABLE ACT LOGIC COMMANDS 1, 2 AND 3. FROM MAIN MENU PRESS '6' (OUTPUTS). THEN
'1' (OUTPUT ASS IGNMENTS I.
WITH CURSOR IN OUTPUT ASSIGNMEl POSITION. ENTER "11"
2. FROM MAIN MENU PRESS '6' (OUTPUTS), THEN '3' (LOGICAL 1/0
PROCESSOR).
PAGE:1 C1 PIN:12 VEHICLE PHASE PAGE:1 C1 PIl VEHICLE PHASE
OUTPUT ASSIGNMENT #.................11 OUTPUT ASSIGNMENT #.................14
FREOUENCY (O=DEFAULT) (0-25.5 HZ-)...0.0 FREOUENCY (O=DEFAULT) (0-25.5 HZ)...0.0
LOGICAL 1/0 COMMAND #1 (+/-COMMAND#) DUTY CYCLE (O�EFAULT) (0 - JO X)...0 DUTY CYCLE (O�EFAULT) (0 - 100%)...0
NOTE: LOGIC TO MODE (O=SOL ID.I SLASH)..............0 MODE (O=SOLID.1#LASH)..............0
IF PED CLEAR ON PHASE #4 IS ON SELECT ASSIGNMENT: ____________THIS OUTPUT IS DEFAULTED AS A VEHICLE PHASE, SELECT ASSIGNMENT: THIS OUTPUT IS DEFAULTED AS A VEHICLE PHASE.
AND OUTPUT ASSIGNMENT #1 IS ON WIG—WAG THE RED NDT ENABLED... THIS SETTING WILL REMAIN UNTIL CHANGE I5 MADE. NOT ENABLED......................... THIS SETTING WILL REMAIN UNTIL CHANGE IS MADE.
INDICATIONS ON VEHICLE PHASE.......................Y -- VEHICLE PHASE.......................Y --
HEADS 21. 22. 23 &24 PEDESTRIAN PHASE.................... PEDESTRIAN PHASE....................
DURING PHASE 4 VEHICLE OVERLAP.....................Y ENTER A "Y" FOR VEHICLE OVERLAP. VEHICLE OVERLAP.....................Y ENTER A "Y" FOR VEHICLE OVERLAP.
I I PED CLEAR. PEDESTRIAN OVERLAP.................:Y- PEDESTRIAN OVERLAP.........
WATCHDOG............................. WATCHDOG...................
PAGE:) C1 PIN:12 VEHICLE PHASE PAGE:1 C1 PIl VEHICLE PHASE
SCROLL DOWN " DETECTOR RESET......................_ SELECT VEHICLE OVERLAP IA%P=161...1 DETECTOR RESET....................... SELECT VEHICLE OVERLAP (A=1.P=16)...I
' THEN: ' ADVANCE BEACON......................_ SELECT COLORIO.ED.1=YEL.2�,RN I.....0 ADVANCE BEACON......................_ SELECT COL OR(Od2ED.1-YEL.2-CRN I.....0
SET OUTPUT ASSIGNMENT 411 OFF I OUT OF PHASE FLASHER................. ,........ OUT OF PHASE FLASHER................_ ...........
CONTROLLER FLASH..................... CONTROLLER FLASH.....................
RUN FREE............................. RUN FREE.............................
PRESS '+' RESERVED............................. RESERVED.............................
PREEMPT.............................. PREEMPT..............................
SOFT PREEMPT......................... SOFT PREEMPT.........................
ANY PREEMPT........................._ WHEN A 'Y' IS ENTERED FOR 'VEHICLE OVERLAP' ANY PREEMPT.......................... WHEN A 'Y' IS ENTERED FOR 'VEHICLE OVERLAP'
LOGICAL 1/0 COMMAND #2 (+/7ON
COORDINATION PLAN..................._ THE SCREEN SHOWN ABOVE WILL APPEAR. COORDINATION PLAN.................... THE SCREEN SHOWN ABOVE WILL APPEAR.
IF PED CLEAR ON PHASE #4 ISNOTE: LOGIC TO OFFSET.............................._ ENTER DATA AS SHOWN. OFFSET.............................._ ENTER DATA AS SHOWN.
AND OUTPUT ASSIGNMENT #1 ISWIG
AND THE RED PHASE CHECK.......................... PHASE CHECK..........................
INDICATIONS ON PHASE ON............................. PRESS THE 'ENT' KEY AFTER INPUTTING DATA. PHASE ON............................. PRESS THE 'ENT' KEY AFTER INPUTTING DATA.
HEADS 21. 22. 23 &24 PHASE NEXT........................... THEN 'ESC'. PHASE NEXT........................... THEN 'ESC'.
DURING PHASE 4
I I PED CLEAR.
T­ NOTE: THIS CHANGE REMAPS OVERLAP "A" RED NOTE: THIS CHANGE REMAPS OVERLAP "A" RED
SCROLL DOWN ^�� TO DRIVE LOAD SWITCH S2 RED. TO DRIVE LOAD SWITCH S1 RED.
THEN:
SET OUTPUT ASSIGNMENT #14 OFF
PRESS "," KEY TO MULTIPLE TIMES TO ADVANCE TO OUTPUT 51
PRESS '+' PRESS "+" KEY TO ADVANCE TO OUTPUT 12
LOGICAL 1/0 COMMAND #3 (+/-COMMAND#)
IF VEH CALL ON PHASE #4 IS ON NOTE: LOGIC TO ENSURE CHANGE C1 PIN NUMBER FROM 98 TO 13 AS SHOWN
OR VEH CALL ON PHASE #8 IS ON THAT PHASE 4 PED
IS ALWAYS
SERVED WITH
PHASE 4 VEHICLE.
PAGE:) C1 PIN:13 VEHICLE PHASE PAGE:) C1 PIN:13 VEHICLE OVERLAP
OUTPUT ASSIGNMENT u.................12 : OUTPUT ASSIGNMENT a.................51
SCROLL DOWN � FREQUENCY (O�EF AULT) (0-25.5 HZ)...1.0 MODIFY DATA AS SHOWN FREOUENCY (O�EFAULTI (0-25.5 HZ)...0.0
DUTY CYCLE (O=DEFAULT) l0 - 1007.)...50 TO MAKE OUTPUT 12 A DUTY CYCLE (O=DEF AULT) (0 - 100%)...0
' THEN: ' MODE (0=50L ID.I SLASH 1..............1 FLASHING OUTPUT MODE IO=SOLID.)=FLASHI..............0
SET INPUT ASSIGNMENT n31 ON I SELECT ASSIGNMENT: SELECT ASSIGNMENT:
NOT ENABLED......................... NOT ENABLED.........................
VEHICLE PHASE.......................Y VEHICLE PHASE.......................
PEDESTRIAN PHASE..................... PEDESTRIAN PHASE................
LOGIC 1/0 PROCESSOR PROGRAMMING COMPLETE VEHICLE OVERLAP..................... NOTE: THIS CHANGE REMAPS THE OVERLAP "A" VEHICLE OVERLAP.....................Y
PEDESTRIAN OVERLAP.................._ YELLOW DRIVER TO THE SAME PIN AS PHASE PEDESTRIAN OVERLAP...................
WATCHDOG............................_ NOTE: THIS MODIFIES THE PHASE 2 YELLOW 2 YELLOW, WHICH WILL PROVIDE THE OUTPUT WATCHDOG..............................
DETECTOR RESET....................... LOAD SWITCH DRIVER TO FLASH. WHICH FOR THE STEADY YELLOW CLEARANCE. DETECTOR RESET.......................
ADVANCE BEACON......................_ WILL PROVIDE THE FLASHING YELLOW ADVANCE BEACON.......................
OUT OF PHASE FLASHER................_ CLEARANCE INTERVAL. OUT OF PHASE FLASHER.................
I/O REFERENCE SCHEDULE CONTROLLER FLASH...................._ CONTROLLER FLASH.....................
RUN FREE............................_ RUN FREE............................_
OUTPUT 1 = PHASE 4 DON'T WALK RESERVED............................_ RESERVED.............................
PREEMPT.............................. PREEMPT..............................
OUTPUT 4 = PHASE 4 YELLOW SOFT PREEMPT......................... SOFT PREEMPT.........................
OUTPUT 11 = OLA RED ANY PREEMPT.......................... ANY PREEMPT..........................
OUTPUT 14 = OLA RED (DUPLICATE) COORDINATION PLAN.................... COORDINATION PLAN....................
OFFSET.............................._ OFFSET...............
INPUT 31 PHASE CHECK.......... ..............._
_ ..............._ PHASE CHECK..........
PHASE ON............................. PHASE ON.............................
PHASE NEXT........................... PHASE NEXT...........................
Outputs 11 and 14 have been remapped. OUTPUT PROGRAMMING COMPLETE
See detail on this Sheet. PRESS "+" KEY TWICE TO ADVANCE TO OUTPUT 14
........................................................................................................................................',
PEDESTRIAN DETECTOR ASSIGNMENT PROGRAMMING DETAIL
(program controller as shown below)
FROM MAIN MENU PRESS '7' (DETECTORS). THEN
2' (PEDESTRIAN DETECTOR ASSIGNMENTS). PRESS T
+' UNTIL PED DETECTOR #4 IS REACHED.
PED DETECTOR #4 SETTINGS DETI ; PED DETECTOR #8 SETTINGS (+/— DETI 1 DOCUMENTNOTCONSIDERED
PHASE# ;1 234 56789101
101 1 1 21 3141516 ; PHASE# ;12345678910111213141516 Electrical Detail Sheet 2 of L FINAL UNLESS ALL
PHASES ASSIGNED ; X X PHASES ASSIGNED ; X X SIGNATURES COMPLETED
SETTING: (Y/NI SETTING: (Y/NI ELECTRICAL AND PROGRAMMING Masonboro Loop Road SEAL
ENABLE DETECTOR.....................Y i ENABLE DETECTOR.....................Y DETAILS FOR
ENABLE LOGGING......................Y ; ENABLE LOGGING......................Y at o"' CARo�''%,
ENABLE DIAGNOSTICS..................N ENABLE DIAGNOSTICS..................N
Mid Block Crosswalk ='e°oFESSioN?q '
RECALL IF FAILED....................Y RECALL IF FAILED....................Y
MAX CALLS/MINUTE (0-255)............255 MAX CALLS/MINUTE (0-255)............255 North of J as�p Wilmington er Place = SEA
Division 3 New Hanover Runt
MAX CALLS/DIAG PERIOD (0-255).......0 MAX CALLS/DIAG PERIOD (0-255).......0 G�TO�N y g
mo, r
T�.uriccrrvccrerxmc PLAN DATE: April ZO2Z NEV IEWEO HY: FN ��
MAX OCCUPANCY % (0-100%)............100 MAX OCCUPANCY % (0-100%)............100 WJ Hamilton % /.,GINE,..
PREPARED BY: ZM ES O$1tO NKA PWE NO.: 2D3O3 OM1O
PRESS '+' FOUR TIMES i PROGRAMMING COMPLETE IONS 1111, IAIE O '"" `
,,''11��11II�� �1. �l.
I � VVIUApDt�.[1AWIy MA.
zs,zozz
____________________________________J EY KEMP ASSOCIATES SIGNATURE on re
-------------------- --- ---
vna�..s...e.za� ....,..,mn x.=om •_�._".c.mm ------------------------------ --- --- SIG. INVENTORY NO. N/A

CITY OF W I LM I N GTO N INDEX OF SHEETS EROSION AND SEDIMENT CONTR®I, MEASURES
END PROJECT ist
NORTH CAROLINA EC1 TITLE SHEET Std.4 De— ioa S mhel
EC3A - EC3F DETAIL SHEETS 1630.03 Temporary Silt Ditch_ rr
EC04 - EC09 CLEARING & GRUBBING SHEETS 1630.05 Temporary Diversion_ Ta
1605.01 Temporary Silt Fence-----------
MASONBORO LOOP ROAD EC10 - EC15 FINAL SHEETS 1606.01 Special Sediment Control Fence---- 101 N.TRYON ST.,SUITE 1400 FIRM LICENSE#C1051
.soeso CHARLOTTE.NC 28202 wmv.slewaN"W'
rc�h u T704.334.7925 PROJECT#,A16010
MULTI-USE TRAIL 1630.02 Silt Basin Type a--------
a ,IoI, 1633.01 Temporary Rock Silt Check Type-A---------
r.1,
Client:
Temporary Rock Silt Check Type-A with
3 a Matting and Polyacrylamide(Mi)--- ------O p 1633.02 Temporary Rock Silt Check Type-]B-----
LOCATION: Wattle7Coi,Fiher Wattle------------------
FROM NAVAHO TRAIL TO Wattle/Coir Fiber Wattle O
NORTH OF AN D RE W S with PDolyacrylamide(FA1M)_
3 eaz REACH LOOP 1634.01 Temporary Rock Sediment Dam TywA_-----
A aa�y BEGIN PROJECT 1634.02 Temporary Rock Sediment Dam Type'_-
1635.01 Rock Pipe Inlet Sed;meat Trap Type-A--------
x 1635.02 Rock Pipe Inlet Sediment Trap Type-B.--
Project:
TYPE OF WORK: Rock Inlet Sediment Trap:
GRADING, PAVING, 1632.01 TypeA-------------------------- A
DRAINAGE, EROSION 1632.02 Type]B-__ B ❑ MASONBORO
VICINITY MAP CONTROL 1632.03 Type c LOOP ROAD
MULTI-USE
TRAIL
- - - - - — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
PHASE 1 �0 PHASE 2 I
1 I I Seal:
IJ
If I
Q./ I= 00
i w. w
/ ti / I o •Q. I Issued for.
yoo I PHASE 1 & 2
ASONBORO LOOP RD. •O
O�
I �0
yo
I p I No. Date Description
� N
BEGIN �I 1
I CONSTRUCTION END � BEGIN END I
CONSTRUCTION I CONSTRUCTION CONSTRUCTION (HORIZONTAL)
STA:9+56+16 STA:62+11.86 ¢I STA:10+00.00 STA:26+57.49 1 0 300. 600'
I of 1
L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - 1
Title:
DESIGN DATA PROJECT LENGTH - PHASE 1 PROJECT LENGTH - PHASE 2 THIS PROJECT CONTAINS ENVIRONMENTALLY
EROSION CONTROL PLANS SENSITIVE AREA(S) EXIST
DESIGN SPEED = 20 MPH LENGTH OF PROJECT= 1.00 MILES LENGTH OF PROJECT= 0.31 MILES FOR CLEARING AND ON THIS PROJECTGRUBBING PHASE OF
LEAN ANGLE = 20 DEGREES LENGTH OF BOARDWALK = NA LENGTH OF BOARDWALK = NA Refer To C.Special Provisions
CONSTRUCTION. for Special Considerations. EC 1
FUNC. CLASSIFICATION = MULTI-USE PATH LENGTH OF BRIDGE = NA LENGTH OF BRIDGE = NA

71
PROJECT DESCRIPTION NURSE CROP SEEDING WETLAND SEEDING MIXTURE S T E WA RT
SEEDING MIXTURE TO BE USED FOR RESTORATION OF ANY DISTURBED WETLAND DURING
PREPERATION FOR PRIMARY?ERMANENT STABALIZATION SHALL NOT BEGIN UNTIL ALL CONSTRUCTION. 223 S.WEST STREET,STE 1100 FIRM LICENSE a:C-ms1
THE PROJECT SITE IS LOCATED IN NEW HANOVER COUNTY WITHIN THE CITY OF WILMINGTON AND IS WITHIN CONSTRUCTION AND UTILITY WORK WITHIN THE PREPARATION AREA IS COMPLETE. RALEIGH,NC 27603
THE WHITE OAK RIVER BASIN. THE PROPOSED PROJECT INCLUDES THE CONSTRUCTION OF APPROXIMATELY 1.3 MILES HOWEVER,IT MAY BE NECESSARY TO PREPARE FOR NURSE CROPS PRIOR TO COMMON NAME SPECIES NAME PERCENT RATE (LBYACREI T919.380.8750 PROJECT#Al601000
OF ROADWAY IMPROVEMENTS AND MULTI-USE TRAIL INSTALLATION ALONG MASONBORO LOOP ROAD BETWEEN COMPLETION OF CONSTRUCTION AND INSTALLATION OF UTILITIES. AUTUMN BENTGRASS AGROSTIS PERENNANS 25 20
NAVAHO TRAIL AND ANDREWS REACH LOOP. THE PROPOSED PROJECT INCLUDES GRADING,PAVING,CURB AND BEGGAR TICKS BIDENS ARISTOSA 5 20
GUTTER,DRAINAGE AND A MULTI-USE TRAIL. A QUICKLY GERMINATING NURSE CROP OF NON-INVASIVE,NON-COMPETITIVE ANNUAL BLACK-EYED SUSAN RUDBECKIA HIRTA 2.5 20 Client:
GRASS SPECIES SHOULD BE USED ALONG WITH NATIVE SEEDING ANDIOR MATTING.
THE LIMITS OF DISTURBANCE WAS CALCULATED AS 4.6 ACRES FOR THIS SITE. ALL DISTURBED AREAS WILL THESE TEMPORARY MEASURES SHOULD BE PLANTED AT MINIMUM DENSITY AS TO NOT BLUE FLAG IRIS VERSICOLOR 2.5 20 TcIn.GF/ �O
BE STABILIZED WITH VEGETATION BY SEEDING AND MULCHING. INHIBIT THE GROWTH AND ESTABLISHMENT OF THE PERMANENT,NATIVE SPECIES. BLUE VERVAIN VERBENA HASTATE 2.5 20
REFER TO THE TEMPORARY SEEDING SCHEDULE FOR SPECIFIC NURSE CROP SPECIES BUSHY BLUESTEM ANDROPOGON GLOMERATUS 2.5 20
THE PROJECT DESIGN SHALL COMPLY WITH NORTH CAROLINA LAND QUALITY GUIDELINES AND PROCEDURES AND SEEDING RATES. NORTH CAROLNA
AND ALL APPLICABLE FEDERAL,STATE,AND CITY REQUIREMENTS AND STANDARDS;IDENTIFYING AREAS CARDINAL FLOWER LOBELIA CARDINALIS 2.5 20
WHERE RIGHT-OF-WAY OR EASEMENT ACQUISITION MAY BE NECESSARY TO ACCOMMODATE THE ROADWAY COREOPSIS COREOPSIS LANCEOLATA 5 20 CITY OF WILMINGTON
WIDENING;AND PROVIDING PLANS,SPECIFICATIONS AND ESTIMATES.THE PLANS SHALL BE COMPLETED DEER TONGUE PANICUM CLANDESTINUM 5 20 ENGINEERING DIVISION
TO SHOW THE DESIGN,SITE PLANS,LANDSCAPING,DRAINAGE,EASEMENTS AND UTILITY CONFLICTS. P.O.BOX 1810
FOX SEDGE CAREX VELPINOIDEA 10 20 WILMINGTON,INC 28402
T 910.341.7807
INDIAN GRASS SORGHASTRUM NUTANAS 2.5 20 F910.341.5881
LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 25 20
PARTRIDGE PEA CHAMAECRISTA FASCICULATA 2.5 20
PENNSYLVANIA SMARTWEED POLYGONUM PENNSYLVANICUM 2.5 20 Project:
RIVER OATS UNIOLA LATIFOLIA 2.5 20
GENERAL NOTES TEMPORARY SEEDING SCHEDULE SNOWY TICK TREFOIL DESMODIUM CANADENSE 2.5 20
1. ANY STAGING,MATERIAL LAY DOWN,DIRT OR WASTE PILES WILL BE LOCATED WITHIN THE LIMITS OF SOFT RUSH JUNCUS EFFUSUS 2.5 20
DISTURBANCE AND A MINIMUM OF 50'FROM ANY STORM DRAIN INLET OR SURFACE WATERS. FERTILIZER SHALL BE THE SAME ANALYSIS AS SPECIFIED FOR PERMANENT SEEDING AND APPLIED SWITCHGRASS PANICUM VIRGATUM 7 20 MASON BORO
THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ADEQUATE EROSION CONTROL MEASURES FOR AT THE RATE OF 400 POUNDS AND SEEDED AT THE RATE OF 50 POUNDS PER ACRE. SWEET VIRGINIA WILD RYE ELYMUS VIRGINICUS 13 20
ANY SUCH AREAS.IF ANY ADDITIONAL STAGING AREAS ARE REQUIRED BY THE CONTRACTOR,ANY SUDAN GRASS,GERMAN MILLET,OR BROWNTOP MILLET SHALL BE USED IN SUMMER MONTHS AND LOOP ROAD
ADDITIONAL EASEMENTS,AND REGULATORY PERMITS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. RYE GRAIN DURING THE REMAINDER OF THE YEAR. THE ENGINEER WILL DETERMINE THE EXACT
DATES FOR USING EACH KIND OF SEED.
2. ALL MATERIALS WILL BE CONTAINED WITHIN LIMITS OF DISTURBANCE AND WILL BE LOCATED MULTI-USE
A MINIMUM OF 50'FROM ANY WATERCOURSE OR DRAINAGE STRUCTURES.
3. NO CONCRETE TRUCK WASHOUT IS ALLOWED WITHIN THE CONSTRUCTION LIMITS AND MUST TRAIL
BE PERFORMED AT AN APPROVED OFFSITE LOCATION.
MAINTENANCE REQUIREMENTS
PERMANENT SEEDING SCHEDULE PHASES 1&2
1. EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL OR AT A MINIMUM
SEEDING MIXTURE RATES ONCE A WEEK. IF REPAIRS ARE NEEDED THEY WILL BE DONE SO IMMEDIATELY.
MARCH 1-AUGUST 31 SEPTEMBER 1-FEBRUARY 28 2. SEDIMENT WILL BE REMOVED FROM BEHIND SILT FENCING WHEN IT BECOMES 0.5 FT
CONSTRUCTION SEQUENCE gE TYPE we�ac TYPE DEEP OR GREATER. SILT FENCING WILL BE REPLACED AS NECESSARY TO MAINTAIN AN
UVACADEQUATE BARRIER.
1. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION 240 TALL FESCUE 240 TALL FESCUE
ACTIVITY (NCG010000)TO STORMWATER INSPECTIONS THROUGHOUT THE PROJECT. 10 CENTIPEDE 10 CENTIPEDE 3. EROSION AND SEDIMENT CONTROL PRACTICES INCLUDING:SILT CHECKS,
PIP2. PRIOR TO STARTING CONSTRUCTION,CALL ENVIRONMENTAL SPECIALIST BRIAN LAMBE AT(910)796-7344 25 BERMUDAGRASS (HULLED) 35 BERMUDAGRASS(HULLED) AS INLET TRAPS,AND ROCK INLET SEDIMENT TRAPS WILL BE CLEANED OUT Seal:
TO SCHEDULE AN ON-SITE PRE-CONSTRUCTION MEETING.
ON CUT AND FILL SLOPES 2:1 OR STEEPER CENTIPEDE SHALL BE APPLIED AT THE RATE OF 4. ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS NECESSARY,AND MULCHED
3. FLAG WORK LIMITS AND INSTALL TEMPORARY SILT FENCE AND OTHER MEASURES AS SHOWN 5 LBS/ACRE AND ADD 20 LBS OF SWITCHGRASS (PANICUM VIRGATUM)FROM JANUARY 1 TO ;•pt
DECEMBER 31. ACCORDING TO THE SPECIAL PROVISIONS IN ORDER TO MAINTAIN A VIGOROUS, y9
ON THE CLEARING AND GRUBBING PLAN.CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. DENSE VEGETATIVE COVER. _
NO CLEARING CAN TAKE PLACE UNTIL EROSION CONTROL MEASURES ARE INSTALLED AND IF
CLEARING IS REQUIRED TO INSTALL EROSION CONTROL MEASURES,ONLY CLEAR THE AREA NEEDED SOIL AMENDMENTS 13328
TO INSTALL EROSION CONTROL DEVICES. FNCINE6? OO
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS,OR APPLY A MINIMUM OF 2 TONS/ACRE •H �•`
"'nY �•�•`••••
4. CALL ENVIRONMENTAL SPECIALIST BRIAN LAMBE AT(910)796-7344 TO SCHEDULE A STORMWATER SITE INSPECTION. GROUND AGRICULTURAL LIMESTONE AND 3 TONS/ACRE IN CLAY SOILS,AND 500 LB/ACRE 10-20-20
CONTACT THE DEMLR WILMINGTON REGIONAL OFFICE AT LEAST 48 HOURS PRIOR TO COMMENCING LAND FERTILIZER. A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 1-2-2 RATIO IS
DISTURBING ACTIVITY.THE CONTACT NUMBER IS(910)796-7215. MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT
FOOD AS A 10-20-20 ANALYSIS AND AS DIRECTED. Issued for:
5. UPON APPROVAL OF THE STORMWATER SITE INSPECTION,COMMENCE PERMITTED LAND DISTURBING ACTIVITY- MULCH
CLEARING AND GRUBBING.EROSION AND SEDIMENT CONTROL PERMIT MUST BE OBTAINED BEFORE ANY
BENKEPTION DISTURBINGVITIES OCCUR.A
DURING INSPPECTION IY OF THIS NSPECTION. BOX AND RAN COPY
GAUGE THE
SHALL BE ERECTED STRAW 4,B00A LB/ACRE
CKING WITH ASPHALT AT A PATE EQUIVALENT
OF 4 0 GALLONS OF ANOTHER
ASPHALT PER ACRE.
ANCHOR SOIL PREPARATION
NEAR THE CONSTRUCTION ENTRANCE.THE PERMIT BOX SHALL INCLUDE A COPY OF THE APPROVED PLANS,
THE PERMIT,UPDATED RAINFALL DATA,AND UPDATED SELF-INSPECTION REPORTS. FOR AREAS THAT ARE TO BE SEEDED ALL STONES
MAINTENANCE LARGER THAN 3 INCHES,STICKS,ROOTS,AND OTHER No. Date Description
6. SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST MATERIALS SHALL BE REMOVED. AREAS TO BE SEEDED
ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR PLANTED SHALL BE TILLED OR RIPPED TO A
0.5 INCH.ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED.ALL OR TWICE A YEAR,BUT MOWING IS NOT NECESSARY.THE MINIMUM MOWING HEIGHT SHALL BE MINIMUM DEPTH OF 4 INCHES. LIME AND FERTILIZER _
ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN.A RAIN 4". RESEED,FERTILIZE,AND MULCH DAMAGED AREAS IMMEDIATELY. SHALL BE APPLIED AS SPECIFIED IN THE SEEDING _
GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING. SCHEDULE.
7. GROUND STABILIZATION WILL BE APPLIED WITHIN 14 CALENDAR DAYS FROM LAST LAND DISTURBING ACTIVITY.
FOR STEEP SLOPES,THAT AREA MUST BE STABILIZED WITHIN 7 DAYS.
8. PERFORM GRADING OPERATIONS AND INSTALL PROPOSED DRAINAGE NETWORK.ENSURE THAT EXISTING DRAINAGE
SYSTEMS CONTINUE TO FUNCTION UNTIL SUCH TIME AS PROPOSED SYSTEMS ARE INSTALLED.INSTALL FINAL GRADING
EROSION CONTROL DEVICES AS THE DRAINAGE NETWORK IS CONSTRUCTED.USE A SILT BAG FOR DEWATERING
OF WORK AREAS AS NEEDED AND FOR CLEANING OUT SEDIMENT CONTAINMENT DEVICES.
9. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF GRADING PERMIT AND ISSUANCE OF CERTIFICATE
OF OCCUPANCY. GRASS UTILIZED AS PERMANENT GROUND COVER MUST BE AT A MOWABLE HEIGHT THAT
GENERALLY PROVIDES AT LEAST 80% COVERAGE THROUGHOUT THE SITE,WITH NO LARGE BARE PATCHES OR Title:
EVIDENCE OF EROSION. 24 HR CONTACT: ANTHONY GEATHERS
10.STABILIZE ALL DENUDED AREAS IN ACCORDANCE WITH THE SOIL STABILIZATION TIMEFRAMES INCLUDED IN THIS
DOCUMENT. CITY OF WILMINGTON
DETAILS
11. EROSION CONTROL MEASURES MAY NOT BE REMOVED UNTIL PERMANENT GROUND COVER HAS BEEN WELL
ESTABLISHED.ONCE PERMANENT GROUND COVER HAS BEEN ESTABLISHED THROUGHOUT THE SITE,ALL EROSION [phone]
CONTROL MEASURES MAY BE REMOVED.
12.CALL ENVIRONMENTAL SPECIALIST BRIAN LAMBE AT(910)796-7344 TO SCHEDULE A STORMWATER FINAL INSPECTION.
Sheet No.:
E C-3A

vm NOTES z0 vv o
USE WIRE A MINIMUM OF 32" } y y L
z H• z IN WIDTH AND WITH A MINIMUM S' MAX. WITH WIRE ¢Q 3 ¢• ¢
OF 6 LINE WIRES WITH 12" STAY z�x ain o
SPACING. (6� MAX. WITHOUT WIRE) ooN=Z mZl=D 0 1, S T E WART
USE FILTER FABRIC A MINIMUM � ¢z _ � p � _
x,>>m OF 36" IN WIDTH AND FASTEN �c¢.1�o� xmzD1�1 NOTES: �c¢.T�oN
x CO" ADEQUATELY TO THE WIRE AS MIDDLE AND VERTICAL WIRES ¢ _ wp°o Q 223 S.WESTSTREET,STE 1100 FIRM LCENSEa:C-m51
z,-,� m F-x zw zHvom 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE Hx�zw RALEIGH,NC 27603 wwestewaNnc com
Oo,r, DIRECTED BY THE ENGINEER. SHALL BE 12112 GAUGE MIN. TRUCKS. T919.380.8750 PROJECT a.A16a 00
y PROVIDE 5'-0" STEEL POST OF THE Z O h Q D 2. LOCATE ENTRANCE(S) TO PROVIDE FOR UTILIZATION Z o n¢
D SELF-FASTENER ANGLE STEEL TYPE. •> D BY ALL CONSTRUCTION VEHICLES. •�
j.. ~"" w 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT i..
TOP AND BOTTOM STRAND wo O o Z TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. o Client:
SHALL BE 10 GAUGE MIN. / PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
/ 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
/ CLEANED UP IMMEDIATELY. crrroF
/ 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT TO
/ ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. 1
PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY W N..O NORTH CAROLINA
10 / QD MAINTENANCE. V
> .�G 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO ¢ Q CITY OF WILMINGTON
1 z WIRE FILTER FABRIC O W m z //�� 11 BE DETERMINED BY THE ENGINEER. O Cr
C) LL G) J O LL F ENGINEERING DIVISION
F. H / Q T 7. USE CLASS A' STONE OR OTHER COARSE AGGREGATE APPROVED P.O.BOX 1810
C. z W O N / �' BY THE ENGINEER. z W WILMINGTON,INC 28402
O x M. O x / T 910.341.7807
MAINTENANCE: �+ F 910.341.5881
> N INSPECT SEDIMENT FENCES AT LEAST ONCE ¢ Z to Q z
D A WEEK AND AFTER EACH RAINFALL. MAKE p F- y p
j o ANY REQUIRED REPAIRS IMMEDIATELY. O N o MAINTENANCE: o f
D FILTER FABRIC�� ¢ y C D ADD ADD IGT IONAL ^MpgNpEE AND "FLUFF" TOP ¢ 0
N v COLLAPSE, TEARSHOULD THE ,FABRIC DECOMPOSE, ORNBECOMEE COMPACTED FILL Z } 1 v SEESNINC WDENRI2EROSION•AND SEDIMENT o cc Project:
INEFFECTIVE, REPLACE IT PROMPTLY. F Q C CONTRO8L PLANNIggNG AND DES GNCMANUAL gg z
O Z D PLANNI NGI CONSI DERATIONRBDDESIGNPCRITERIA. N Z
T REMOVE SEDIMENT DEPOSITS AS NECESSARY x O CLASS "A" STONE '�• V
1I1 z TO PROVIDE ADEQUATE STORAGE VOLUME FOR —_
Z C THE NEXT RAIN AND TO REDUCE PRESSURE ON _ I H Z G1 8 IN. MIN. DEPTH ^ryF M AS O N B O R O
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m o THE FENCE DURING CLEANOUT. 1L z o z W
REMOVE ALL FENCING MATERIALS AND UNSTABLE STEEL POST - 2'-0" DEPTH C9 Cr LOOP ROAD
SEDIMENT DEPOSITS AND BRING THE AREA TO q�� m NOTE: PLACE FILTER FABRIC BENEATH STONECr
GRADE AND STABALIZE IT AFTER THE CONTRIBUTING _
DRAINAGE AREA HAS BEEN PROPERTLY STABALIZED.
---- MULTI-USE
EXTENSION OF FABRIC AND
"605
WIRE INTO TRENCH HEET 1 OF 1TRAIL
1605.01 1607.01 1607.01
PHASES1&2
Seal:
v z v z
oQ �� o�D`$ $�D$oL`$�DBoD`$�DBod'$oD`8ob848A$L3'BSob �a
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x C.00 3 ft ¢ H xWn o o o° ° D O O O D O C, O O ° gag ¢ r
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d FOR SEDIMENT CONTROL. >
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GENERAL NOTES: SEDIMENT CONTROL STONE �o b` ° '°0 0 oO gdg MINIMUM ACCEPTABLE UNLESS
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USE NO. 5 OR NO. 57 STONE FOR SEDIMENT 2 ft �p og°° o o !� 00 THE ENGINEER.
y CONTROL STONE. 1 fit min W o�b`oo p o O a gag CONSTRUCT TOP OF BERM A
m USE HARDWARE CLOTH 24 GAUGE WIRE MESH Z STRUCTURAL ° D O� O ° g d g MINIMUM OF ONE FOOT BELOW W
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> Gzi INSTALL 5 FT. SELF FASTENER ANGLE STEEL O F.r H o°boo° o 0 �]0� o� o� a� g°og DIVERSION POINT.ILL
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31 > 1 ¢ O m D °°$'°° ''°o° ''°o° ''°o° ''°o° ''°o° ''°o° ''°o° ''°o° ''°o° ''°o° ''°o° o °��°� AND AFTER EACH SIGNIFICANT (0.5" o
3 D /q WIRE MESH O V O z o g p° gqg OR GREATER) RAINFALL EVENT. CLEAR
z MAINTENANCE: t"I v d THE MESH WIRE OF ANY DEBRIS OR G Z
m v INSPECT SEDIMENT FENCES AT LEAST ONCE SEDIMENT CONTROL STONE p 3 D ogo g°°g°g°g�g�g�g°g°g�g�g°°g°°g°g OTHER OBJ ETS TO PROVIDE ADEQUATE ¢ W
Z D A WEEK AND AFTER EACH RAINFALL. MAKE °C ~ m x o`o`oag FLOW FOR SUBSEQUENT RAINS. TAKE Q
i o 1 ft min ¢ Z Z v og°ob°4°4°2°g°o ob°ob°g°g°g°g°ob°ob°ob o M
ANY REQUIRED REPAIRS IMMEDIATELY. Z W v o 0 o CARE NOT TO DAMAGE OR UNDERCUT THE z C
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1' REPLACE STONE AS NEEDED. y N U) 6„ 1,-2„INEFFECTIVE, REPLACE IT PROMPTLY. o _ = W D z � � .N. H
p REMOVE SEDIMENT DEPOSITS AS NECESSARY _ I��� �� rn N O 1 6 12 w W
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om THE NEXT RAIN AND TO REDUCE PRESSURE ON STEEL POST - 2 ft DEPTH z Q j y ------- w t4
71 x THE FENCE. TAKE CARE TO AVOID UNDERMINING w M _ 5'.0"
rill THE FENCE DURING CLEANOUT. 14 WIRE MESH _ V m S �[
Z 2 ft W V Title:
0 REMOVE ALL FENCING MATERIALS AND UNSTABLE IL W O
rill SEDIMENT DEPOSITS AND BRING THE AREA TO N -
GRADE AND STABALIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERTLY STABALIZED. FILTERED
WATER
HEET 1 OF 1 SHEET 1 OF 1 HEET ,OF 1 SECTION A-A SHEET 1 OF , DETAILS
1632.02 1632.02
1606.01 1606.01
Sheet No.:
EC-3B

v
Z STEWART
vm o0
FQ-I�z FLO1W QQ�
D 0)10 B_ • Z¢x U 223 8.WEST STREET,STE 1100 FIRM LICENSE#:C-1051
T z T=1 pepepep. LL J C) RALEIGH,NC 27603 www.newaNnc com
D p°9p°9p' O U)= - o m 4 X 0 OUTLET W/DITCH OUTLET Y/0 DITCH w T919.380.8]50 PROJECT#.A,60,000
,epep.%p.�
_ D D rn ,a:": 'ege4pe W Q Q LL= w y A D CLASS'B'RIP RAP CLASS I RIP RAP C1A88'B'RIP RAP CLASS I RIP RAP H y
Z y SEDIMENT CONTROL STONE U<O N z fT TONS T E S.Y, TONS T E TONS * E S.Y. TONS T R
2 CO 3%%ej% .p Q Iyr o 0 12 2 5 L 5 2 5 1 4 L 2 1 4 LE �¢0 V
p.�p. .�p.�pap. .pe•9 F x z w x w cD Client:
SOH COF mz?1�� 15" 2 7 7 3 7 1 5 3 2 8 oo N.;
n2�Z A �wq� q��o� A �O�Q G~c1m 18" 3 10 9 4 10 2 7 4 2 8 PdN -
D D L D°two°2ww wS' d'°2w�two Z g T g - 30"24" 8 14 15 7 15 9 11 7 4 12 H tt p
oio w o a 8 Sao 0o NOTE 0-8 z 86�m se" a 28 z9 15 30 7 2z ie 10 23 m�LL o w T GF T
Z o2wo� � °2w°2o�o O 42 15 37 38 20 39 10 2B 22 13 30 zoy� / NORTHIO NA
o ao, b d ao USE CLASS 'B' EROSION CONTROL STONE S ae 49 26 30 28 17 38 _:5
o o $o$ FOR STRUCTURAL STONE. yo -------- 54 so 33 82 36 21 a7 00
-------- 80" 73 40 75 44 28 58 CITY OF WILMINGTON
a dwo 2`b2 USE NO. 5 OR NO. 57 STONE FOR SEDIMENT - --------- Se" 87 se e9 54 sz a7
m �w �° CONTROL STONE. a 72" 02 57 104 84 98 7B ENGINEERING DIVISION
3 STRUCTURAL STONE C) N P.O.BOX 1810
o NOTE: WILMINGTON,NC 28402
O ° a G -LLI -- --- FOfl CALCULATION PURPOSES 4 J F910.3415881
CLASS'B'PIP RAP.100 LBB./FT4
;awo°2w MAINTENANCE: m CLASS i RIP RAP =105 LBB./F7 F
a Z g;3� INSPECT CHECK DAMS AND CHANNELS AT LEA§T ¢ } m
WEEKLY AND AFTER EACH SIGNIFICANT r0.5 O F 2 X D
A � °aDpb L=3XH OR GREATER RAINFALL EVENT AND REPAIR LL G o O
r 40 4 MM DIATEL CLEAN OUT SEDIMMENT STRAW,
LIMBS OR THER DEBRIS THAT COULd CLOG c.7 Y s B '\ B z W
THE CHANNEL WHEN NEEDED. z V y i D FaH Project:
O Io REMOVE SEDIMT7ENTT ACCUMULATT PREVENTED BEHIND THE _ u A—] ¢ IL
7C D J To
TOANEE
DAMSDNAINVTHROUGHHTHEACHECKTDAMCHANDEL o D LAN o f
s z Q
Z Bf PREVENT LARGE FL WS FROM CARRYING D 9
I E oof D D S ~ SLOPE 1Y¢:1°R FLATTER o y
N D DAMSMASTNEESEpTI MAINTAIN DEEIGN TO ¢ J o D Qo Q
~ 70 PLAN HEIGGHT AND CROSSOSECTION. Q t"I 1 v < M AS O N B O R O
r v o N
m Co ccLOOP ROAD
c) m0H 2
= D`L Co O m �T PLANm CC z o
m Z 2/3 CHANNEL C a GEOTEXTILE " MULTI-USE
i7 WIDTH 2' MIN
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o w r H PIPE OUTLET WITH DITCH v wo two two W y t7
� � H=RIP MP TO TOP OF PIPE(MAX. H=D+T) Gt01 t%I1Lt
m d T=15,CUSS I RIP RAP,UNLESS OTHERWISE SHOWN ON PLANS SECTION B-B
T•12"CLASS'B'RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
a SECTION A-A SECTION B-B W 6876�02 PIPE OUTLET WITHOUT DITCH 6876 002
*T= 12" MIN., 18" MAX. H
PHASES1&2
HEET 1 OF 1 SHEET 1 OF 1
1633.01 1633.01
Seal:
Issued for:
O MAINTENANCE: Zrn v Z
O INSPECT INLETS AT LEAST WEEKLY O�N v IT U
H� 1/4" WIRE MESH AND AFTER EACH SIGNIFICANT(0.5" F-Q �� FQ
S Z .6"D OR GREATER)RAINFALL EVENT.CLEAR Q Q Z Q
D IN-I O s D' THE MESH WIRE OF ANY DEBRIS OR Z x U DIN-I OO Z~2
m Z T 2 O' OFLOWRFOR SUBSEOVENOTVRAINS.IDE ADEQUATE
00 C x Z m Z 2 HOUSE CLASS 'A' EROSION LL J oa O.Z
CARE NOT TO DAMAGE OR UNDERCUT THE W Q Z LL Z 00 a O CONTROL STON FOR W¢z LL -
T O.Qa..O.,O..a Q;.O':. WIRE MESH DUflING SEDIMENT REMOVAL. z D m STRUCTURAL STONE.
u— No. Date Description
x(/I00O O �', REPLACE STONE AS NEEDED. Q F - U90 ,� Q
z80. P'.. rx ZW ZIx-I1o11 F-x~ZI--I
�o� 00"OJ �,�G USE N0. 5 OR N0. 57 STONE O°O• mr o�
nx�z o .>. .. O oo�� ox"z FOR SEDIMENT CONTROL. o �plpE ooya —
y D D A ',,o P A Y Y z D D CONSTRUCT TOP OF BERM ,�qu
�z o0 O wo �o A MINIMUM OF ONE FOOT A O� 8CJ A F-Q —
..� o z BELOW THE SHOULDER OR 00 OO Oors Oo D • W —
a o :op DIVERSION POINT. o FLOW
o_. 4"WIRE MESH 0.' PROVIDE A TOTAL SEDIMENT m
y d p o p: Cl) TRAP VOLUME OF 1800'- CUBIC 0 -
O O O
O X FEET PER ACRE OF DISTURBED O O O W
O'. 'a 1/y"WIRE MESH O0o DOOo 1
AREA. SOME OF THE REQUIRED }
LU I"1 VOLUME MAY BE PROVIDED BY
~ Z O p p _: U O } M z OTHER UP OR DOWNSTREAM 00 O o STRUCTURAL STONE
l).d.._ H-I H CONTROLS. Q
Z t7 'Q: SEE NOTE FOR POST DESCRIPTION LL ~ C) U_ d
F.
r MAXIMUM POST SPACING 4 FT.�
z a Z W z f
N N T * T 3 m INSPECTASEDIMENT TRAPS AT LEAST 3 H
m 2' 2' Q ~ 1 WEEKLY AND AFTER EACH SIGNIFICANT d0.5" ¢ Z Title:
a z 12" o D TMMEDIATEL� RACLEAHLOUTESEDIMENTEPSTRAW, O W
F4 O NOTE o Z N o SEDIMENT CONTROL STONE LIMBS OR OTHER DEBRIS THAT COUL6 CLOG
3 D 2' USE N0, 5 OR N0. 57 STONE FLOW_2' ¢ W m D THE PIPE WHEN NEEDED. 7 M M
Z o FOR SEDIMENT CONTROL STONE. FLOW-�. z N 3 a PLAN ST RAEGE AREA TO INppg OpRIGINAL DIMSE IONS z y
rusE 2a GAUGE MlrvzmuM WIRE ' Q C m oo WHENVSEDIMENTNHASNACCUMULATEDHTOSE 2 ENT z W
1 p SEDIMENT 6"I MESH HARDWARE CLOTH WITH SEDIMENT 6' DETAILS
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WESH 1/4 INCH MESH OPENINGS. CONTROL STONE F- W Z OF THE DESIGN pEPTH OF THE TRAP
PLACE TOP OF WIRE MESH 1'-6' =co D ANY RIP RAP DISPLACED FR M THE $TONE = J
70 * A MINIMUM OF ONE FOOT BELOW * STRUCTURAL STONE HORSESHOE MUST BE REPLACED IMMEUTATELY. W
O DIVERSIONDPOINTER OR ANY !n W O CO Z
INSTALL WIRE MESH UNDER J S 12" MIN 18r, 12" MIN J Fi
T AVERAGE BOX AVERAGE BOX OD n 12" \ CO
O SEDIMENT CONTROL STONE. Z 2-, -0 O MIN z W
j sJ DIMENSION VARIABLE USE 5'STEEL POST, INSTALLED DIMENSION VARIABLE W 1..1 9 �� W
FILTERED 1.5' DEEP MINIMUM, NO
FILTERED
m 1 o 1 ROADWAY SHOULDER M Sheet No.:
WATER OF THE SELF-FASTENER WATER Y
DIVERSION POINT ° �' 1B" _________1_ d
SECTION A-A ANGLE STEEL TYPE. SECTION Y-Y (..) v 2 0 p MIN.
() SPACE POST A MAXIMUM m O } D•� FLOW �[
°Fa', f EC-3C
7'-6" MIN.
MULTI-DIRECTIONAL FLOW SINGLE-DIRECTIONAL FLOW W SEDIMENT CONTROL STONE �16" PIPE MAX.
SHEET 1 OF , SECTION A-A
1
T
632 kR0 SHEET 1 OF 1
1635.02 1635.02

7J
MATTING INSTALLATION DETAIL STEWART
2238.WEST STREET,STE 1100 FIRM LICENSE#:C-1051
RALEIGH,NC 27603
T919.380.8750 1RO1ECT#.A1601000
Client:
IIII=III=
ig" EXISTING TCI'fTGF TO
(MIN. ) GROUND NORTH CAROLINA
I I—� —III I=1 11=1 I I-1 11=1 I
BACKF I L L CITY OF WILMINGTON
ENGINEERING DIVISION
f ] " P.O.IINGTO0
„ TJ910.341780TNC 28402
—I 6 F 910.341.5881
1= ( ^f] III (MIN.)
IIIIIII_ III 30' �� �� f] IIIII STAPLES ON
I_
f) \ \ / Project:
II _ — B —I \ \ \ \
1=ice III_ -I 10 \ \ \ 1I CENTERS
—ME--I 4 ] 1=11 OQ IN TRENCH
IIIIIIII IIIIIII yV
II111111— �� /-�10" III—III MASONBORO
—ITII�II III 1�� y III I�IITIIII LOOP ROAD
III—III— �1� I—III=1I
=1�1=III ICI-ICI MULTI-USE
—I 1=1 1 0" III—III—I 6" M I N
III
STAPLE =111� lilIliI TRAIL
II—III—III
CHECK II-III-III= MATTING SHALL BE STAPLES ON
MATTING IN DITCHES PLACED IN TRENCH 1' CENTERS PHASES 1&2
AND BACKFILLED IN TRENCH
DIAGRAM 4
Seal:
—III— ,aot1CAR""'�,
A Sta le Check Pattern
3329 j 2;
0 y 5 .,,��Fh4YNEE2 p Fr1
10" 10" 3 4 Staple Issued for:
x x
4 3 O No. Date Description
B m Staple 3 99 —
Check Iv Staple 4 —
�I
DIAGRAM Oc
MATTING ON SLOPES
DIAGRAM OB
Title:
NOTES:
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT MAT (PSRM) INSTALLATION. DETAILS
STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
Sheet No.:
NOT TO SCALE
E C-3 D

COIR FIBER WATTLE DETAIL 7.3
NOTES: S T E WA R T
2238.WEST STREET,STE 1100 FIRM LICENSE#:C-1051
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE. RALEIG T919.3H,NC2 0.8760603
PROJECT#.A1601000
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL Client:
CROSS SECTION.ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT � /j�oF TO
SN�O Pv�MPN� WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED. CITY OF W
NoazHccnaouNn
Q INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE NGIN ERINGINGTON DIVISION
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH. WILMINGTON,
T 910.3 1.780 INC 28402
T 910.341.5881
F 910.341.8881
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
See Inset A
Project:
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
EDGE OF PAVEMENT BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
COIR FIBER INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE MAS O N B O RO
STANDARD SPECIFICATIONS.
WATTLE 0�C pQ� 12" WATTLE INSTALLATION SHALL BE AT THE FOLLOWING SPACING: LOOP ROAD
CHANNEL SLOPE (%) SPACING BETWEEN WATTLES (FT) MULTI-USE
MATTING 2 100
BACK 50 T RA I L
SLOPE 3 33
4 25
5 20
PHASES 1&2
ISOMETRIC VIEW
Seal:
2'(MAX. ) 2' UPSLOPE ,,.•teG�
STAKE NATURAL GROUND STAKES STAPLES `:
13328 £_
INSET A INSET B '-.^R"°R�`o�'
••.,,fY p 1,•••.
Issued for:
MATTING 12'�(M �)
2' DOWNSLOPE UPSLOPE
STAKE STAKE DOWNSLOPE No. Date Description
CROSS SECTION STAKE
VEE DITCH
2 IN. 2' UPSLOPE FLOW VAR,
STAKE NATURAL GROUND
;>3
see Inset B MATTING
• Title:
6'(MI )
MATTING 2' DOWNSLOPE DETAILS
CROSS SECTION STAKE
T spo fion eld rvice
TRAPEZOIDAL DITCH
T 0 P VIEW Sheet No
EC-3E

COIR FIBER WATTLE WITH 71
POLYACRYLAMIDE ( PAM ) DETAIL STEWART
2238.WESTSTREET,STE1100 FIRM LICENSE#:C-1051
RALEIGH,NC 27603
T919.380.8760 PROJECT#.Al 601000
NOTES:
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE. Client: T
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. � /�OF •T+O
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND NORTHCAROLINA
CJN Q Pv WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
CITVNE WING DIVISI
NGTON
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE P.O.IBOXR1810 DIVISION
TO WEDGE WATTLE TO BOTTOM OF DITCH. WILMINGTON,INC 28402
T 910.341.7807
F 910.341.5881
/ PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
U SHAPE NOT LESS THAN 12" IN LENGTH.
See Inset A Project:
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE
AND AT EACH END TO SECURE IT TO THE SOIL.
EDGE OF PAVEMENT
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS.
COIR FIBER MASONBORO
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
WATTLE Q���Q� LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT LOOP ROAD
TO BE APPLIED TO EACH WATTLE.
MATTING INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE MULTI-USE
WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY TRAIL
BACK PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.
SLOPE
WATTLES SHALL BE INSTALLED AT 50' MAXIMUM SPACING.
PAM PHASES 1&2
(2 OZ.)
ISOMETRIC VIEW
FLOW
• Seal:
2'(MAX. ) 2' UPSLOPE
STAKE NATURAL GROUND STAKES PAM STAPLES PAM '`
INSET A (1 QZ') INSET B (1 QZ ) 3328
INSET C IN
INSET
✓/' Issued for:
MATTING •/ 12"(M )
2' DOWNSLOPE UPSLOPE
STAKE STAKE DOWNSLOPE
CROSS SECTION STAKE No. Date Description
VEE DITCH PAM —
(1 OZ.)
2 IN. See Inset C 2' UPSLOPE FLOW VAR. —
STAKE NATURAL GROUND
•� ���'3�,'� ���' '���� PAM a See Inset B MATTING
(1 OZ.)
Title:
2'(MI ) 6'(MI )
MATTING 2' DOWNSLOPE
CROSS SECTION STAKE DETAILS
TRAPEZOIDAL DITCH TOP VIEW
Sheet No.:
EC-3F

DIVISION OF HIGHWAYS 7J
STATE OF NORTH CAROIL INA S T E WA RT
2238.WEST STREET,STE 1100 FIRM LICENSE#:C-1051
RALEIGH,NC 27603
T919.380.8760 1ROJECT#.A1601000
Client:
SOIL STABILIZATION SUMMARY SHEET W�
NORTH CAROLINA
MATTING FOR EROSION CONTROL CITY OF WILMINGTON
ENGINEERING DIVISION
P.O.BOX 1810
WILMINCONST FROM TO T910.3 1.780 INC 28402
�INt SIDE ESTIMATE (SY) T910.341.5881
SHEET NO. STATION STATION F910.341.8881
4 I 1 1 +6 2 1 3+0 0 K T e 1 4 0 Project:
4 I. I 1 4 + 75 1 7. 25 Kf .. 210
5 1 1 9. 50 1 9 i- 75 Kf .. 35 MASONBORO
5 I. I 1 9+ 75 22- 25 K r e 275 LOOP ROAD
5 I. I 25- 75 27 + 85 KT o 275 MULTI-USE
5, 6 [, 1 29. 35 36. 00 KT , 805 TRAIL
6 111 36.00 10- 10 KTe 530
4 I. 1 1 6+ 25 1 6+ 25 L T o 25 PHASES 1&2
Seal:
9;
13328 j=
T F'V'CIIN O:
""•.RfY p ���..
6U TOTAL, 2, 325
PRESSURIZED WATER SOURCE PROVIDE DRAINAGE AWAY FROM
(CONTINGENTRACK TO A
M15GEl ANE U5 Off I NG f 0 0E I N5f A P A5 01 RE W by f NE N�I NW 530 ' / INSTALLATION)UPON WATER MAIN EDI ENTTHE WASHTRAPPING DEVICE. Issued for:
�4'eP
TOTAL, 2, 555 /
A Y 3) 0 0 0 '/ °�� // \' No. Date Description
/ Jo/ / ����Hr
T �NEEP A BROOM AND SHOVEL CLOSE TO
OQ`Y0 // �G./Z THE RACK TO CLEAN THE STREET.
r2 /
/ WASH RACK
/ A
/ --THE FOLLOWING IS AN EXAMPLE OF AN ACCEPTABLE WASH RACK.
/ IT IS ADVISABLE TO PROVIDE A SEPARATE OTHER APPROVED METHODS MAY BE UTILIZED.
ENTRANCE TO LIMIT TRAFFIC ACROSS THE ONE SECTION OF REINFORCED CONCRETE CATTIEGUARD
RACK AND REDUCE WEAR AND MAINTENANCE.
3"WASHED STONE UNDER&BETWEEN SLATS TO DRAIN Title:
THE LOCATON MUST SLOPE AWAY FROM THE STREET WATER AND SEDIMENT AWAY FROM THE RACK
OR STEPS MUST BE TAKEN(GRADING,DIVERSIONS,
ETC.)TO PREVENT RUNOFF FLOWING INTO'ME STREET. o n
8� 5i
6 °O
FOUNDATION DETAILS
8"COMPACTED d .� �yV °.y }` . �,;., a w Q y�q�
CRUSH AND RUN STONE
FILTER FABRIC SECTION 'A—A'
DETAIL No.
Sheet No.:
STANDARD CONSTRUCTION EXIT WASH RACK 04000.15
EFFECTIVE:01/05/17 SHEET 1 of 1
EC-3G

7.3
STEWART
2238.WEST STREET,STE 1100 FIRM LICENSE#:C-1051
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE UNSITE CONCRETE WASHOUT RALEIGH,NC27603 wam om
THE NCG01 CONSTRUCTION GENERAL PERMIT STRUCTURE WITH LINER T919.380.8760 RROIECT A16-00
1. Maintain vehicles and equipment to prevent discharge of fluids.
Implementing the details and specifications on this plan sheet will result in the construction 2• Provide drip pans under any stored equipment. �e
activity being considered compliant with the Ground Stabilization and Materials Handling 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the client
sections of the NCG01 Construction General Permit(Sections E and F,respectively). The o o € ,
permittee shall comply with the Erosion and Sediment Control plan approved by the project. n o� o 0 o u u t�;r ` crryoF 1 O
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as �� ,�
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible). e NORTH CAROLINA
5. Remove leaking vehicles and construction equipment from service until the problem • ��^ ___ v" "
has been corrected. �"`�""' CITY OF WILMINGTON
SECTION E:GROUND STABILIZATION ENGINEERING DIVISION
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products � .� P.O.BOX 1810
Required Ground Stabilization Timeframes e�eu so Msnu n.e ELM WILMINGTON,INC 28402
to a recycling or disposal center that handles these materials. �..w.® R �a� T910.341.7807
Stabilize within this F910.341.5881
Site Area Description many calendar Timeframe variations BELNW�GRABEr ggfftIT S�rRucruRE ABOVE�GRABEI 46MIJT
STRUCTURE
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers. Project:
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local MAS O N B O RO
(b) High Quality Water 7 None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
(HQW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3• Manage washout from mortar mixers in accordance with the above item and in LOOP ROAD
from upland areas and does not drain directly to a storm drain,stream or wetland. addition lace the mixer and associated materials on impervious barrier and within
(c) Slopes steeper than If slopes are 10'or less in length and are p p
7 not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. MULTI-USE
3:1 provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an
allowed p Y p q pp•
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for TRAIL
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. S. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or P HAS ES 1&2
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
(e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum,
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow.
Note:After the permanent cessation of construction activities,an areas with temporary 3. Contain liquid wastes in a controlled area.
p Y p Y 7. Locate washouts in an easily accessible area,on level ground and install a stone Seal:
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing S. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority.
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location.
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp,sand bags or other temporary structural
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot components when no longer functional. When utilizing alternative or proprietary
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions.
Temporary stabilization Permanent stabilization on a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of
•Temporary grass seed covered with straw or •Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high p g g p issued for:
g in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout.
•Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
•Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without temporary grass seed •Hydroseeding with properly operating unit. No. Date Description
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
• Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label _
•Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions.
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the
•Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of
retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
•Rolled erosion control productswith grassseed available.
into
w rodenticides
is
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3 Do not store herbicides,pesticides and r in areas where flooding
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. possible or where they may spill or leak into wells,stormwater drains,ground water
or surface water. If a spill occurs,clean area immediately.
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite.
construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE Title:
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs.
1. Create designated hazardous waste collection areas on-site.
4. Provide ponding area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment.
offsite.
tore . C"t,
NORTH CAROLINA gg v g5. Store flocculants inleak-proof containers that are kept under storm-resistant cover 3. Do not store hazardous chemicals,drums or ba ed materials direct) on the round. DETAILS
or surrounded by secondary containment structures. Environmental Quality
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 Sheet No
E C-3 H

PART III PART III S T E WA R T
PART III 2238.WEST STREET,STE1100 FIRM LICENSE#:C-1051
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEE PING AND REPORTING TRAL 919IGH,N 27603 RRaEc`n nl sa`a oo
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING client:
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported
below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences: jcmGF
personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland. � /
which it is safe to perform the inspection. In addition,when a storm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and available for N �O
NORTH CAROUNA
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be inspection at all times during normal business hours.
performed upon the commencement of the next business day. Any time when inspections (b) Oil spills If: CITY OF WILMINGTON
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more, P.O.I6 Xn1810 DIVISION
Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a co WILMINGTON,NC 28402
copy • They are less than 25 gallons but cannot be cleaned up within 24 hours, T910.341.7807
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete,date F 910.341.5881
business hours) locations,dimensions and relative elevations and sign an inspection report that lists each • They cause sheen on surface waters(regardless of volume),or
(1)Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume).
maintained In If no daily rain gauge observations are made during weekend or plan.This documentation is required upon the Project:
good working holiday periods, and no Individual-day rainfall information Is
order available,record the cumulative rain measurement for those un- initial installation of the E&SC measures or if
attended days (anc this will determine if a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
needed). Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
"zero." The permittee may use another rain-monitoring device (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC (Ref:40 CFR 302.4)or G.S.143-215.85. MASO N B O RO
approved by the Division.
(2)E&SC At least once per 1. Identification ofthe measures Inspected, plan or complete,date and sign an Inspection
Measures 7 calendar days 2. Date and time of the Inspection, report to indicate completion of the (d) Anticipated bypasses and unanticipated bypasses. LOOP ROAD
and within 24 3. Name of the person performing the inspection, construction phase.
hours of a rain 4. Indication of whether the measures were operating
event 11.0 inch In properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC MULTI-USE
24 hours 5. Description of maintenance needs for the measure, In accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the
6. Description,evidence,and date of corrective actions taken. plan. report to Indicate compliance with approved environment. T RA I L
(3)Stormwater At least once per 1. Identification of the discharge outfalls Inspected, ground cover specifications.
discharge 7 calendar days 2. Date and time of the Inspection,
outfalls(SDCs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements
hours of a rain 4. Evidence of indicators of Stormwater pollution such as oil requirements for all E&SC measures After a permittee becomes aware of an occurrence that must be reported he shall contact
event>1.0 inch In sheen,floating or suspended solids or discoloration, have been performed. , PHASES &Z
24 hours 5. Indication of visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the
6. Description,evidence,and date of Corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC other requirements listed below. Occurrences outside normal business hours may also be
(4)Perimeter of At least once per If visible sedimentation Is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection
site 7 calendar days of the following shall be made: report to indicate the completion of the reported to the Department's Environmental Emergency Center personnel at(800)
and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action. 858-0368.
hours of a rain the site limits,
event a 1.0 inch In 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes(After Discovery)and Other Requirements
24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment • Within 24 hours,an oral or electronic notification.
releases. site and available for inspectors at all times during normal business hours,unless the deposition in a • Within 7 calendardays,a report thatcontains a description ofthe Seal:
(5)streams or At least once per If the stream or wetland has Increased visible sedimentation or a Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition.
wetlands onsite 7 calendar days stream has visible Increased turbidity from the construction Division staff may waive the requirement for a written report on a
or offsite and within 24 activity,then a record of the following shall be made: this requirement not practical: y q P
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and case-by-case basis.
accessible) event 1.0 inch In 2. Records ofthe required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. • If the stream is named on the NC 303(d)list as impaired for sediment-
24 hours Regional Office per Part III,Section C,Item(2)(a of this permit. related causes,the permittee may be required to perform additional
(6)Ground After each phase 1. The phase of grading(Installation of perimeter E&SC monitoring,inspections or apply more stringent practices if staff
stabilization ofgrading measures,clearing and grubbing,installation ofstorm (b) Records of inspections made during the previous twelve months. The permittee shall
measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the determine that additional requirements are needed to assure compliance
activity,construction or redevelopment,permanent with the federal or state impaired-waters conditions.
v p p Division or a similar inspection form that includes all the required elements. Use of
ground cover). (b)Oil spills and III Within 24 hours,an oral or electronic notification. The notification
2. Documentation that the required ground stabilization electronically-available records in lieu of the required paper copies will be allowed if release of shall include information about the date,time,nature,volume and
measures have been provided within the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spill or release. Issued for:
timeframe or an assurance that they will be provided as 3.Documentation to be Retained for Three Years substances per Item
soon as osslble. 1(b)-(c)above
All data used to complete the a-NOIand all inspection records shall be maintained for a period (c)Anticipated • A report at least ten days before the date of the bypass,Ifpossible.
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request.[40 CFR 122.41] bypasses[40 CFR The report shall include an evaluation ofthe anticipated quality and
122.41(m)(3)] effect of the bypass. No. Date Description
PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24hours,an oral or electronic notification.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses[40 CFR • Within7calendardays,a report that includes an evaluation of the -
122.41(m)(3)] quality and effect ofthe bypass.
(e)Noncompliance • Within 24 hours,an Oral or electronic notification.
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • Within 7 calendardays,a report thatcontains a description ofthe
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance has not
health or the been corrected,the anticipated time noncompliance is expected to
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal environment[40 continue;and steps taken or planned to reduce,eliminate,and
CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(1)(6).
shall not commence until the E&SC plan authority has approved these items,
• Division staff may waive the requirement for a written report on a
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-by-case basis.
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, Title:
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above,
(e) Velocity dissipation devices such as check dams,sediment traps,and Iare provided at the discharge points of all dewatering devices,and iq j+2 NORTH CAROL NA
(f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters ofthe United States. Environmental Quality DETAILS
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
Sheet No.:
EC-31

0 ()
v \
CLEARING AND GRUBBING
EROSION CONTROL FOR
CONSTRUCTION SHEET 4,PHASE I D O Q L
S T E WA R T
O O Lf C 13S.WE8TSTREET,STE1100 FIRM LICENSE#:C-1051
O a
' RALEIGH,NC 27603 A16010
wwC eA16 co
PROJECT#. 00
O D
a O o oo D O
Client:
a O CITTGF To
\> a q a o I /� NORTH CAROLINA
CITY OF WGTON
ENGINEERING DIVISION
P.O.BOX10 18 1881
T 910.3 1.780 INC 28402
F910.3415881
D
Project:
//T
MASONBORO
El LOOP ROAD
D
=2
IIM3.65' P_L7 ffi // ff
MULTI-USE
a
TRAIL
D VARIABLE TH D O O DIST BANCE
EA E ENT 2 1U SIDE
O C EWALK
TSIDECE � O a O 5 OPE
o 3. PHASE 1
D M 23
I-20 10' IDE
SE T I 8 HDP Q o
I
10) U VVV'2 1 B - ACC SS EA �
44 -
6 IM 23 d6E♦ 9p/F4pF• f,
3 2D o
Dz w
15,
0
Seal:
,NIN OB' N INV 22. R - N
P
_ MULTI�USE-gATH
�/
/� 3 'CUR 13328
BTTER R ^`---�
CO� N� OL POINT•� N: AND GU � .34
.234 911.41' k/ L:25 FNCINEF•�OO
RAN
Issued for:
IMI F DISTU ANCE
4 2'OUT E O O v ITS OF STU C
OF SLOPE
V
OF SLOPE STAK a PPR .2' TSI E
O SL STA
e Q y Q O O Q No. Date Description'
o aLla
C7 Q � � � o o � � �� � Title.
CLEARING
G✓ Q &
GRUBBING
e y 0 O Sheet NO.:
Q O a a o O a o EC-04/
� � CONST.04

CLEARING AND GRUBBING o \/(/'�/�
EROSION CONTROL FOR _ o
CONSTRUCTION SHEET 5,PHASE I O Q o a D S T E WA R T
D4 223 S.WESTSTREET,STE1100 FIRM LICENSE#:C-1051
Q o T89I GH,NC 7603 3W.8]50 PROJECT#.A1601000
Client:p cmoF TO
2 CI O � NORTH CAROLINA
0 n O o o d
CITY OF WGTON
ENGINEERING DIVISION
N O P.O.BOXisleON,
/ \) T 910.3 1.780 INC 28402
T 910.341.780]
_ F 910.341.5881
Project:
o
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ENGINEERING DIVISION
5 P.O.BOX 1810
p a T 910.3 1.780 INC 28402
U T 910.341.5881
° � F 910.341.5881
(
/� 0
aProject:
� o .a �
MASONBORO
N RAN LOOP ROAD
MULTI-USE
EXISTING 10'NON- NEMEAT co 0 EI I/ °2' TRAIL
EXI ING
UTILITY IMITS' DISTURBANCE //�� 3p pUBLIC U LITY E E O =10. /
a p.g.58,PG 30 O APPROX.2'OUTSIDE ` (p® 1) /
LI ITS OF DIST CE
X. �^ EASEMENT I I O
F SLOPE STAKE � (p,g. 1, V '
o O2 EIR PHASE 2
w Q
C LLA AND OVE
~ E EN 15"RCP EXISTING WA L ^ RI 7.20'
h RE OVE,/ ISTI WAL& LANDSCAPE EAB J e'1a:9' `
ASEME T O P_8.58.RG. IN(N 93
.58,PG.130 / R TAIN
1 15"RCP 1
2v RGP
REMAIN — .9T
i,ri"RCP _ OUT=9.27' g
r
m _ Seal.
I
IRNU
R IN( 1 S 0 =
4 e N(Np .2 �O
� a -18.2' ULTI-USE13328
IABL TH
RIM= CONTROL POIM
I-t 1.56' N:18 5.� 0 '�"�RE'Y'�•p..
p =11 40' Al
a S e
o"
Issued for:
g ITS OF TURBANCE
LIMITS OF DISTURBANCE � � / gPPR0X.2'
A 2'OUTSIDE TAKE
OF SLOPE
U ~C OF SLOPE TAKE
OF SLOPE STAKE � O
L7 O
D � No. Date Description
o � 161a �-
ao �
a --,,°-�
Title:
FINAL
I
Sheet No.:
EC-15/
CONST.05

ATTACHMENT 4: AGENT AUTHORIZATION

VHB acquired Ecological Engineering in December 2018.
T AUTHORIZATION
City of Wilmington
Project fame: Masonboro Loop Rd.
Project Location: Along Masonboro Loop Rd.,Wilmington, f0
Date: January 2017
The City of Wilmington, undersigned, does hereby authorize:
The Professional Engineers and Scientists Ecological Engineering, LLP
of
(Contractor/Agent) ((Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this
permit or certification and any and all standard and special conditions attached.
City of Wilmington
Anthony Geathers
P.O. Box 1810
Wilmington, NC 28402
910-341-5889
[e-mail]
I hereby certify the above information submitted in this application is true and accurate to the
best of my knowledge.
r
Anthonjr°tethers Date
Construction Project Manager

ATTACHMENT 5: PERMIT DRAWINGS

CITY OF WILMINGTON PERMIT DRAWING
1\ SHEET 1 OF 14
END PROJECT NORTH CAROLINA WA
STEWART
MASONBORO LOOP ROAD 101 N TRYDN ST,SUITE 1400 FIRM LICENSE#C-1051
:s CHARLOTTE,NC 20202 xvmatewerliU'
Ch° MULTI-USE TRAIL TT04334 925 PROJECTp A18010
Client:
WETLAND AND SURFACE WATER IMPACTS PERMIT
P LOCATION:
FROM NAVAHO TRAIL TO
NORTH OF ANDREWS
n�m'y BEGIN PROJECT REACH LOOP
=ne
Project:
TYPE OF WORK:
— GRADING, PAVING,
DRAINAGE, EROSION MASONBORO
VICINITY MAP CONTROL
LOOP ROAD
MULTI-USE
TRAIL
-- — — --------- - - -- - - -- - --------------------
o
PHASE 1 �c PHASE 2
I~ I Seal:
w
4 5a� 6 7 �= 4 5
Z p
_ °� o I I PRELIMINARY-DO NOT
p USE FOR CONSTRUCTION
Issued for:
`d PHASE 1 & 2
J
ASONBORO OOP RD. 'O
O�
yo
Q. I No. Date Description
SITE 1 SITE 2 SITE 3 SITE 4 F SITE 5 j
I
BEGIN END BEGIN
CONSTRUCTION CONSTRUCTION rI CONSTRUCTION END
STA:9+56+16 L I CONSTRUCTION (HORIZONTAL)
STA:62+11.86 a STA:10+00.00 STA:26+58.00 i 0 301 mill
0' 600'
of
L— — ————— — ——————— — —————— ———————— — ——— — ——— — ———— —L ---- - - -- -------- - - -- - -I
Title:
TITLE SHEET
DESIGN DATA PROJECT LENGTH - PHASE 1 PROJECT LENGTH - PHASE 2
DESIGN SPEED = 20 MPH LENGTH OF PROJECT= 1.00 MILES LENGTH OF PROJECT= 0.31 MILES
LEAN ANGLE = 20 DEGREES LENGTH OF BOARDWALK = NA LENGTH OF BOARDWALK = NA
FUNC. CLASSIFICATION = MULTI-USE PATH LENGTH OF BRIDGE = NA LENGTH OF BRIDGE = NA

PERMIT DRAWING WA
SHEET 2 OF 14
STEWART
\ 50' 0' 50' 223 s.WEETSTREEr,sTElloo FIRM UCENSE#C-1051
RALEII NC 27533 www.sleweninc.wm
T 919.380.0]50 PROJECT#:A15010.0D
GRAPHIC SCALE
\ Client:
25, 0, 25,
4oPK-m�—INSET SCALE
CITY OF WILMINGTON
ENGINEERING DIVISION
P.O.BOX 1810
WILMINGTON,NC 28402
T 910,341.7807
F 910.3,tT5881
DETAIL 3 DETAIL 4
SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH
(Nato S.Il) IN&I.SwIp) Project:
DETAIL 1 N-1 p1 Fron Nw oI , en,
SPECIAL CUT BASE DITCH G..nd ?. T,i Dh<h G<eepd ?. T. oha
SPECIAL
NM to 5 1l) ] � �D�� E' Slope I eDI N'S SIoPe
DE 2 L J Min.D=1 Ft. � Min.D=1 Ft.
J NaNwl ,p1 Froht B=2 Ft. B=,Ft. MAS O N B O RO
N G�—d ? D .�. Oita SPECIAL CUT BAS TCH
r-L Slope INOIN Scale)
FROM STA.19+50 TO STA.19+75-L-RT. FROM STA.19+75 TO STA.22+25-L-RT.
'�' B- Ft. LOOP ROAD
O U a B=1 Ft. G—d A o< Fro
Ground ?� D M1' �. D'nch
Qj FROM STA.11+62 TO STA.13+ 0-L-RT. AMn D-1 Ft slope SPECIAL CUT BASE DITCH MULTI—USE
> a B=2 Ft. SEE DETAIL 3 SPECIAL CUT
Z d DITCH
to
FROM STA.14+75 TO STA.17+25-L-RT. SEE BASEDETAIL 4 TRAIL
SPECIAL CUT BASE DITCH SITE 1
SEE DETAIL 1
SPECIAL CUT BASE DITCH
RETAIN SEE DETAIL 2
PHASE 1
M WIDE
I MULTI-USE PATH
1 I 15"RCP III
w
a 12"RCP-III RETAIN
3
5*so DI
0
« 21— ry
RETAI RETAIN _---
�R IN
RETAIN N __ E Seal:
Z 1B
r tRB. - CB
8'WIDE VARIAB
MULTI-USLOOP RD.
E PATH e - VARIABLE WIDTH PUBLIC R/W
24"RCP-IV
2'CURB
MECHANIZED AND GUTTER
CLEARING
�Oe?01
FILL IN , 15" RCP-III Issued for:PRELIMINARY-DONOT
WETLAND--, AC v USE FOR CONSTRUCTION
WD-1
No. Date Description
DI DENOTES FILL IN =_
F WETLAND
18 —
�, w
JB
; DENOTES MECHANIZED
CB ,; CLEARING
LU
Lu
24" RCP-IV Title:
SITE 1
Sheet No.:

ou PERMIT DRAWING
SHEET 3 OF 14 WA
STEWART
O 0 \ / L_l 50/ O/ SG/ C PA.IGEST STREET,STE 11E0 FIRM LICENSE#:C-1051
a 1/////�/✓\�I1 T919.3 NC A750 fiO3 "ECT#:er6010,m
T919.380.8]50 PROJECT#:A18010.00
�\ GRAPHIC SCALE
F �o Client:
� I 25 0' 25'
✓ CITVNE ILMINGTON
ENGINEERPING DIVISION
P.WIILLM NGTON,NC 28402
Q ll U Q aO l\ T 910.341.]80]
Oi UUU F 910.341.5881
\��� v� O � A CUT TCH SPECIAL E B E DITC
O II (Nato I INw ) P,j2 t,
IIVIQ xl
O NONr01 �o� F Nalur0l < Fr
AL(7 E T
i
I P� \
otN 91 ) D N,n. 81 pe
DE B M`"°=' ` ' "D 'F
Front
MASONBORO
aN Ot
B=2 Ff. =1
"ea SP IAL CUT
Nol ro le slope M +5 TO .19+75 L RT. FROM S 75 O A.22+2 -L-R.
'�' _" LOOP ROAD
U C)r B=1 Ft. Nrol �o< F O
m FR STA.11+62 TO A. P -L-RT SPECIAL CUT BASE DITCH MULTI-USE
Min.D=1 Ft.
o m O B=2 Fr.a SEE DE SPE
BASE DITCH
Q '0 a
F STA 14+7//TO STA.17+25-L ,,�
T A
O TR � ECI UT E DITC
_ VARIABLE EA E ENT EE pE IL 1 \
I o
IO WALK
.5 PG.359) D O ,yl
....- I =z e• Q /1 � � v O SEE DETAIL2
RETAIN IAL CUT BASE DITCH O
"�., ^J � PHASE 1
10• IDE
n` G a
VI o
RETAIN
---
J ETA IN - -- -/RETAIN
_ ztso
RETAIN __ __ N ___ . -- _ ,.._-__ _:.:_--_ __` - _.__ m Seal:
--
z - CB
--- e•w VARIABrvvlu I r+11U13LI RJw x
r_ N
Ly
1 MULTI�USE�EATH
L/
O
� FP8,
JJ �a = EC'HANIZED AND GUTTER
0 0
234 911 41 ,� O ,
o L:24 6 o E�#AG
�T/
o FILL 2 �/ /� N! Issued for:
,6 I r o
$ WET SAG \ Wp-2 PRELIMINARY NOT
USE FOR CONSTRUCTION
' 1 �
0 24 O No. Date Description
O DENOTES FILL IN _
/F///
O — ! DI 0
WETLAND
O —
° J a CB WF W DENOTES CLEARING
MECHANIZED
0 C7 l O ��,
Title:
d a a ITE 1
O O Sheet No.:

WA
PERMIT DRAWING S T E WA RT
SHEET 4 OF 14
223 S.WEST STREET,STE 1100 FIRM LICENSE#:C-1051
RALEIGH,NC 2] 3 www.siewettinc.wm
T919.380.8750 PROJECT#:A18010.00
Client:
W4�
Km�—CI
TY OF WILMINGTON
ENGINEERING DIVISION
P.O.EDX 1810
WILMINGTON,NC 28402
T 910,341.7807
F 910.341.5881
SITE 1 Project
19+00 MASON BORO
30 30 LOOP ROAD
ROW WE o N WET
28 ,� „ N 28
MULTI-USE
ow of ow TRAIL
w w
26 2 0/c 2% 26
:1 2� PHASE 1
24 24
22 22
Seal:
20 20
18 18
16 30 20 10 0 10 20 3016
Issued for:
PRELIMINARY-DO NOT
USE FOR CONSTRUCTION
No. Date Description
Title:
Sheet No.:

PERMIT DRAWING WA
SHEET 5 OF 14 STEWART
2235.WEST STREET,STE 1100 FIRM LICENSE#:C-1051
50' 0' 50' RALEII NC 2] 3 wwwalew'n"'.
T919.3W.8150 PROJECT#:A18010.00
GRAPHIC SCALE Client:
25' 0' 25'
W4� Km�—
INSET SCALE
CITY OF WILMINGTON
ENGINEERING DIVISION
P.O.BOX 1810
WILMINGTON,NC 28402
T 910,341.7807
DETAIL 5 F910.341.5881
SPECIAL CUT BASE DITCH
(Nato Scnle)
Notuml 01 Front PYOJ2Ct:
Groin 7A D 1'.�_ Ditch
f Slope
Min.D=1 Ft.
B=2 Ft. C \I R
FROM STA.25+ 5 TO STA. +85-L-RT. MASOI Y UORO
FROM STA.29+3 40
5 TO STA.40+40-L- T.
a11 LOOP ROAD
Q SITE 2 ; �m� MULTI-USE
Oz TRAIL
01
W DJO d SP DETAIL 5 CUT BASE DITCH //y��S Q SEESPECDETAIL 5 IAL CUT BASE DITCH
z 0-m W � SPECIAL CUT BASE DI H
z 0-d Oj SEE DETAIL 5
PHASE 1
R TA 18"RCP-III
___
EMO
N i Seal:
i -- 1 r I 10'WIDE O
1.-" -- E MULTI-USE PATH
10-WIDE MULTI-USE PATH
a RETAIN MULTI-USE PATH
E
TRANSITION FROM 8'WIDE
10'TO8'WIDE MULTI-USE
MULTI-USE PATH PATH -----
Issued for:
8'WIDE PRELIMINARY-DO NOT
MULTI-USE
PATH MECHANIZED TER BUF USE FORCONSTRUCTION
CLEARING� TING 25'PERI
TRANSITION FROM 57,PG.
rD No. Date Description
10' 8'WIDE
MULTI-USE PATH
-
NC-10 WF WC TT STUDY -
\, _WF WC-9 WF WC-5' F F DENOTES FILL IN WETLAND -
'�
+ j
--- v DENOTES MECHANIZED
CLEARING
Title:
FILL IN
WETLAND
EXISTINu IV "- 60 PG. 111)
SITE 2
Sheet No.:

v WA
/Y/
vQ v }� a C7 o PERMIT DRAWING
SHEET 6 OF 14 D STE WART
Q p 2235.WEST STREET,STE 1100 FIRM LICENSE#:C-1051
D�Q RALEIGH,NC 2]fi33 www.siewettinc.wm Q pJJ^//��/))) � O � 50 0 50
O V ((11 ifI T919.3W.8750 PROJECT#:A18010.0D
GRAPHIC SCALE 7 Q Client:
Y 25' 0' 25' �,�
®O Q b INSET SCALECIT NOKTH CAROI.INA
OF 81c, GTON
v I` ENGINEERING DIVISION
F.D. 1
P.O.BOX ON,
(/// \�) T 910,3 1.780 NC 28402
T 910.341.]80]
TAIL 5 F 910.341.5881
P CUT B DI /
D (Not to 5co I
x
Q O Q O Nm�:al 01 n1 I x Q Project:
s Groon z./ D E'F� 91oPe U /�
Q FRO STA. S ST ST +85 MASONBORO
O T.29 35 T ST.40+40- � d a
LOOP ROAD
SIE2 �
° MULTI-USE
� � �
iz�
o m�
QJ % QN'✓Q Ex15T G,SPRiVATE ,500, D TRAIL
INAGE EASEMENT aa��
EI W OJO .I SP IAL CUT E CH / SPE AL CUT BASE DITC
S DETAIL 5✓ Q SEE DETAIL 5
z 7 SPECIAL CUT BASE DI H
0_m SEE DETAIL 5 D
?�� (�� a(PI�' `I EXISTINrLEA61 ^,Q / ��_ ..O Q Q � � Q ru
PHASE 1
TA
V
�/7 z
Seal:
!z
z -
< _ RETAIN
g� Issued for:
8'WIDE O 2 PRELIMINARY-DO NOT
MULTI-USE `eel
PATH ME �HANI D E 1 R BUFFS / Q USE FOR CONSTRUCTION
CLEARIN ° �,p�. //^J'')
MRATSITION 8 AROM V
10• oe•wl ��°°�� � Q No. Date Description
L/ x G10)TT STUDY �ti WF D x
DENOTES FILL IN _
WF y WETLAND o
QDENOTES MECHANIZED
CLEARING �
Q Z
Q ----
a Title:
ILL IN QQ
wTL�ND \ le
/
QQ�Q QQ Q ao a a
�y SITE o - QQ o 61 D
QQD ^ Q Sheet No.:

PERMIT DRAWING
SHEET 7 OF 14
STEWART
223 S.WEST STREET,STE IIDD FIRM LICENSE#:C-1051
RALEIGH,NC 2] 3 wwwalew'r"'wm
T919.380.8750 PROJECT#:A18010,DD
Client:
NOKCH CAROI.INA
CITY OF WILMINGTON
ENGINEERING DIVISION
P.O.BOX 1810
WILMINGTON,NC 28402
T 91 D.341.7807
F 910.341.5881
Project:
SITE 7 MASONBORO
LOOP ROAD
26+50 MULTI-USE
30 WET WET ROW 30 TRAIL
N cM
U
O O
28 u; MLO O �' 28
LL IL LL w PHASE 1
IJ_26 0 o w w 26
_ _ w
3 2% 2%
24 3. 24
Seal:
22 22
20 20
18 18
30 20 10 0 10 20 30 Issued for:
PRELIMINARY-DO NOT
USE FOR CONSTRUCTION
No. Date Description
Title:
Sheet No.:

PERMIT DRAWING WA
SHEET 8 OF 14 STEWART
50' D' 50, 2235.WESTSTREET,STE1100 FIRM LICENSE#:C-1051
RALEII NC 2] 3 wwwa 'rl"'c
T919.3W.8150 PROJECT#:A16010.00
GRAPHIC SCALE
Client:
25' 0' 25'
INSET SCALE W4�
K-m�—CI
TY OF WILMINGTON
ENGINEERING DIVISION
P.O.BOX 1810
WILMINGTON,NC 28402
T 910,341.7807
F 910.341.5881
DETAIL 5
SPECIAL CUT BASE DITCH
Nof la 5calel
Project:
Nolurol 01 Front
Group 1.1 D M1`.�, MI
Ey.�'+ Slope
IJ Mi.. 1 Ff
Ff.
MASONBORO
FR M STA.29+35 TO STA.40+4 -L-RT.
CLASS B RIP RAP LOOP ROAD
EST 8 TONS
SITE 3 SSPE AL CUT EE DETAIL 5 BASE DITCH EST 21 SY
XTILE SITE 4 MULTI-USE
CLA$ B RIP RAP TRANSITION FROM TRANSITION FROM REMOVE GEOTE
EST TONS 8'TO 6'WIDE 8'T06'WIDE
EST 14 SY GEOTEXTILE MULTI-USE PATH MULTI-USE PATH REMOVE TRAIL
REMOVE
6'WIDE REMOV
w MULTI-USE
w
CLA S B RIP RAP PATH
EST 3 TONS
ur 15"RCP-III w
w 5 ,D 5Y REMO w PHASE 1
N 1 24•RCP-III G OTEXTILE
36 50 + •'RCP It 30"RCP-III
w
n a DI 15"RC-III Ot 15"RCP-III y
r - _ 4,50 / 42i� 4z.sa 43,50 4a+0 15"RCP-III 4+ o
DI 15"RCP-III a
RCP-IV N 15"RCP-IV CB 15 RC-IV CB CS �RCP-II15 RCP-IVC 15"RCP IV 18" CP IV Cg TB 2G1
g a VARIABLE WIDTH PUBLIC RNV a Seal:
® 24"RCP-IV
7
M IDE WIDE W
MULTI-USE PATH 10'WID 8'
MULTI-USESE PATH 8'WIDE 2'CURB MULTI-USE 2'CURB
MULTI-USE AND GUTTER PATH AND GUTTER
PATH
6'WIDE 6'WIDE
MULTI-USE MULTI-USE
PATH PATH TCURB
TEMPORARY SURFACE AND GUTTER
WATER IMPACT PERMANENT SURFACE FILL IN MECHANIZED 10'WIDE
WATER IMPACT
WETLAND CLEARING MULTI-USE PATH
Issued for:
PRELIMINARY-DO NOT
1DY vv DENOTES IMPACTS IN USE FOR CONSTRUCTION
/ ;TUDY SURFACE WATER
No. Date Description
* DENOTES TEMPORARY _
24" RCP—III 30" RCP—II IMPACTS IN SURFACE WATER
36 50 4 +
a + 0 _ DENOTES FILL IN
• - WETLAND
IT ME
- .8" CP—IV CB...................................._........_........_.._........_........_.._...._.._...._......._.._...._.............................._.....__....................._. DENOTES MECHANIZED
* CLEARING Title:
LU
w
0
SITE 3 SITE 4 Sheet No.:

Q
WA
� O� PERMIT DRAWING
D o a SHEET 9 OF 14 STEWART
1 D Q 50' Q' SQ' 2 IGEST STREET,STE 11°0 FIRM LICENSE#:C-1 F
T919.380.8750 PROJECT#:A18010.00
p GRAPHIC SCALE Client:
25' 0' 25' � W4�
O � � INSET SCALE ) K-m�—
p o
D D V CITY OF WING DIVISI
O a a D O ENGINEERING DIVISION
P.O.ED 181oON,
A 0 T 910,3 1.780 NC 28402
T 910.341.]80]
SPE AL T S DIT � � OD �
1 Nolro Siulel � � � � � O Project:
+ Ic C751
F ° a MASONBORO
Oaf �29 5 0 T. LA$ B R P o LOOP ROAD
V � l/�v✓/ � � \ � T NS � � I�
E D D SEE ATAIL 5 E DITC O /7 /� 00 ESTI
5 B R RAP 0 w (`I o I T MOVE L �A MULTI-USE
F
$T T $ T ITION FROM \L / RANS ION FRO u
EST 14 $ GEOTE ILE TWIDI E H � .yY LTI-USE PATH
E REMOVE I ..
T T�I U`D/vT/U D
TRAIL
O RE OVO '
CLA TP! O 'AT
_ �-�OTEXTILE PHASE 1
RE j
0 24.A G - RCP _III
11 ~\ � 30"RCP-III
3e so - 1 15"RC-III
a - _ '` �� DI 1�-,.-. O 4z.so' I 4a, � / 15"RCP-III •;��,15"RCP-III � �. -- 4+_
w
- --- _ --- - N =1V----CB CB `z,�RCP-IV C,g 75 RCP-IVC 15"RCP-IV 18" CP IV CB TB�
w 7 R - _C@
RCP-IV
H - ` - Seal:
D MULTI-USE' �� WIDE Z ?OI T
C d
MULTI-USE PATH e'WIDE URB MULTI-USE
MULTI-U A� PATH l!I .qT G
VV P H Ll �/ p2' �•
IDE Z WIDE
I E
a +� O ' 1 g a f !T ULTI-
Lsd PAT a PATH -ORB
l`I E/KIPO Y SU FACE �� AN ER Q
o W I A PERMA S C IL IN o C A ZED °
10'W
W T 1 AR J[fJ-SE ATH
n / Issued for:
a O0� O T TUDY ( PRELIMINARY-DONOT
SB_ TUDY Y
W F SB- ti D USE FOR CONSTRUCTION
TUD
No. Date Description
S2 Q C;1
it 1 F WB-3 30 RCP-III —
- DENOTES IMPACTS IN
� n —
+ 36 50 47JQ SURFACE WATER
e
�J + -
__ DENOTES TEMPORARY I
a oc7l> 8" CP-IV - o IMPACTS IN SURFACE WATER
--_ -- .._.._...._. _.. ....... .._..._..-..._._..._..._..._.._..._.. O D
J N
----- - /�---—CieFOTES FILL
Title:
n _ DE WETLAND IN
U o
� o bz 000--- 9z �P• � O
0 2� o o _ _ I DENOTES
CLEA CLEARING
MECHANIZED GJ
3 � O �� � °SITE 4 �(((((( �I � � � Sheet No.:
lG/ �

WA
PERMIT DRAWING S T E WA RT
SHEET 10 OF 14
223 S.WEST STREET,STE 11. FIRM LICENSE#:C-1051
RALEIGH,NC 2] 3 www.siewettinc.wm
T919.380.8750 PROJECT#:A18010.00
Client:
W4�
Km�—
CITY OF WILMINGTON
ENGINEERING DIVISION
P.O.EDX 1810
WILMINGTON,NC 28402
T 910,341.7807
F 910.341.5881
SITE 4 PYOfe t
47+00 MASONBORO
30 0 01 o 30 LOOP ROAD
WET ROW WET L? N N o N
28 LL w LL `� 28 MULTI-USE
oW ow LL >
w o J TRAIL
26 2° w 26
24 24 PHASE 1
22 22
Seal:
20 20
18 18
16 16
30 20 10 0 10 20 30
Issued for:
PRELIMINARY-DO NOT
USE FOR CONSTRUCTION
No. Date Description
Title:
Sheet No.:

PERMIT DRAWING WA
SHEET 11 OF 14 STEWART
50' 0, 50' 2235.WEST STREET,STE I IGO FIRM LICENSE#:C-1051
RALEIGH,NG 2] 3 www.slew'n"'wm
T819380.9150 PROJECT#:A18010.OD
GRAPHIC SCALE
Client:
25' 0' 25'
INSET SCALE W4�Km�—
CITY OF WILMIINGTON
ENGINEERING DIVISION
P.O.BOX 1810
WILMINGTON,NC 28402
T 910,341.7807
F 910.341.5881
DETAIL 6
2'BASE TAIL DITCH
IN—b Sm!
N.—I Noluml PYOJ2Cl:
Ground roun<
Min.D=1 Ft. g
B=2 Ft.
CLASS B RIP RAP STA.16+25 LT. MAS O N B O RO
10•WIDE EST 2 TNS
MULTI-USE EST 7 SoY
PATH GEOTEXTILE
U3
U1 LOOP ROAD
pl'` 2'BASE TAIL DITCH
3,'E D.B°% MULTI-USE
SITE 5 c(p SEE DETAIL 6
RETAIN A7 TRAIL
Z�0 x
!ET"N PX D
N*oo s1.so RETAIN I II Adj.MH 18"RCP-III
_ J ° N
1o«so DI ` 1a. Lid P� 15"RCP-III
5-, CP-1 n g PHASE 2
P-IV n r
_ CB
RETAIN µ « N
w ry o REMOVE 12' g - CB
MULTI-USE 10'WIDE O 24"RCP
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PATH ? MULTI-USE 10-WIDE AND GUTTER REDUCE PATH WIDTH ¢
AND GUTTER AND GUTTER s I ro 24"RCP-III
PATH MU TI-USE H 2
MULTI-USE TO VOID U UGH CURVE a PATH
PATH TO AVOID UTILITY POLE.
Seal:
MECHANIZED
CLEARING
Issued for:
FILL IN � PRELIMINARY-DO NOT
USE FOR CONSTRUCTION
WETLAND DY
F WA-5 TT S �
F F DENOTES FILL I N No. Date Description
18" RCP—III a WETLAND —
1a Lld''
* DENOTES MECHANIZED
✓ — CLEARING
W REMOVE 1
o 24" RCP
ai 24" RCP—III Title:
M4
SITE 5
Sheet No.:

PERMIT DRAWING WA
D o O SHEET 12 OF 14 STEWART
50' 0' 50' 2235.WEST STREET,STE 1100 FIRM LICENSE#:C-1051
I� /` V� RALEIGH,NG 2]fiO3 w.vw.sleweninc
T819380.9150 PROJECT#:A18010.UD
_ a+4 D
GRAPHIC SCALE
O O O Client:
25' 0' 25'
O �� TO
Q INSET SCALE NORTH CAROLINA
a
Q CITY OF WING NOTION
DIVISION
� a O (lVf) O ENGINEERING DIVISION
P.O.BOX 1810
WILMINGTCN,NC 28402
O T 910,341.7807
F 910.341.5881
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TL®NDO WA F F DENOTES L IN
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( � No. Date Description
18" RCP-111 —
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RCS Title:
D O
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SITE
�O Sheet No.:

PERMIT DRAWING
SHEET 13 OF 14 WA
STEWART
2235.WEST STREET,STE 1100 FIRM LICENSE#:C-1051
RALEIGH,NG 2] 3 wwwaleweft—IIR
T819380.9150 PROJECT#:A18010.00
Client:
W4�
Km�—CI
TY OF WILMINOTON
ENGINEERING DIVISION
P.O.BOX 1810
WILMINGTON,NC 28402
T 910,341.7807
F 910.341.5881
Project:
SITE 5 MASONBORO
LOOP ROAD
15+00 MULTI-USE
30 ROW WET WET 30 TRAIL
28 28
0 0 PHASE 2
26 `o N 26
U_ 4. Ll_ ..
O LL OJ
24 _ _ _ --_- - -- 24
2% 2% Seal:
20 20
18 18
Issued for:
PRELIMINARY-DO NOT
16 16 USE FOR CONSTRUCTION
30 20 10 0 10 20 30
No. Date Description
Title:
Sheet No.:

WETLAND AND SURACE WATER IMPACTS SUMMARY
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 18+47/19+59-L-PH. 1 24"RCP 0.03 <0.01
2 25+63/27+10-L-PH. I Multi-use Trail Fill <0.01 0.01
3 35+93/36+08-L-PH. 1 24"RCP <0.01 <0.01 34 12
4 46+93/47+15-L-PH. 1 30"RCP <0.01 <0.01
5 14+51/15+36-L-PH. 11 24"RCP 0.03 <0.01
TOTALS": 0.06 0.02 <0.01 <0.01 34 12 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
03/05/2019
NEW HANOVER COUNTY
MASONBORO LOOP ROAD
Revised 2018 Feb SHEET 14 OF 14

ATTACHMENT 6: NC NATURAL HERITAGE PROGRAM REPORT

Roy Cooper,Governor
MEN
■■ i NC DEPARTMENT OF D_Reid Wilson,Secretary
■■ ■M NATURAL AND CULTURAL RESOURCES
■ ■E■ Misty Buchanan
Deputy Director,Natural Heritage Program
NCN H DE-21968
May 19, 2023
Heather Smith
VHB
940 Main Campus Dr. Suite 500
Raleigh, NC 27606
RE: Masonboro Loop Road; 39029.01
Dear Heather Smith:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one-mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one-mile
radius of the project area, if any, are also included in this report.
If a Federally-listed species is found within the project area or is indicated within a one-mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund easement, or Federally-
listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rod nev.butler(a)ncdcr.aov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
Qv 121 W.JONES STREET.RALEIGH.NC 27603 • 1651 MAIL SERVICE CENTER.RALEIGH.NC 27699
& OFC 919.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
Masonboro Loop Road
Project No. 39029.01
May 19, 2023
NCNHDE-21968
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Last Element Accuracy Federal State Global State
Group Observation Occurrence Status Status Rank Rank
Date Rank �k
Bird 40189 Ammospiza caudacuta Saltmarsh Sparrow 2020-03-15 E 3-Medium --- Significantly G2 SUB,S2
Rare N
Bird 27221 Haematopus palliatus American 2019-05-06 C? 3-Medium --- Special G5 S2S3B,
Oystercatcher Concern S3N
Bird 31296 Haliaeetus Bald Eagle 2019 E 2-High Bald/Golden Threatened G5 S3B,S3
leucocephalus Eagle N
Protection
Act
Bird 8340 Passerina ciris Painted Bunting 2022-07-03 AB 3-Medium --- Special G5 S213
Concern
Freshwater Fish38937 Acipenser oxyrinchus Atlantic Sturgeon 2018-09 E 4-Low Endangered Endangered G3T3 S2
oxyrinchus
Mammal 24390 Corynorhinus Eastern Big-eared Bat 2006-Pre E 5-Very --- Special G3G4T S3
rafinesquii macrotis Low Concern 3
Natural 7814 Salt Marsh (Carolinian --- 1973 NR 4-Low --- --- G5 S4
Community Subtype)
Reptile 19499 Malaclemys terrapin Diamondback Terrapin 2022-05-15 A 3-Medium --- Special G4 S3
Concern
Vascular Plant 30852 Baccharis Silverling 1904-Pre H 5-Very --- Endangered G4 S1
glomeruliflora Low
Vascular Plant 22454 Dichanthelium Hidden-flowered 1906-05-04 H 5-Very --- Significantly G3Q S2
cryptanthum Witchgrass Low Rare
Throughout
Vascular Plant 479 Polygonum glaucum Seabeach Knotweed 1978-Pre H 4-Low --- Endangered G3 S1
Vascular Plant 22765 Solanum Graceful Nightshade 1977-Pre H 4-Low --- Significantly G4 S1
pseudogracile Rare
Throughout
Natural Areas Documented Within a One-mile Radius of the Project Area
Site Name Representational Ratingl"� Collective Rating
Masonboro Island R1 (Exceptional) C1 (Exceptional)
Page 2 of 4

Managed Areas Documented Within a One-mile Radius of the Project Area
Managed Area Nam Owner Type
City of Wilmington Open Space City of Wilmington Local Government
Masonboro Island Component of the North Carolina NC DEQ, Division of Coastal Management State
National Estuarine Research Reserve
New Hanover County Open Space New Hanover County Local Government
New Hanover County Open Space New Hanover County Local Government
New Hanover County Open Space New Hanover County Local Government
NC Hazard Mitigation Buyout Property - New NC DPS, Division of Emergency State
Hanover County Management
NC Land and Water Fund Conservation Agreement NC DNCR, NC Land and Water Fund State
Masonboro Island Component of the North Carolina NC DNCR, Natural Heritage Program State
National Estuarine Research Reserve Dedicated
Nature Preserve
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/help. Data query generated on May 19,2023;source: NCNHP,Spring (April)2023. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 3 of 4

NCNHDE-21968: Masonboro Loop Road
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0 NHP Natural Area (NHNA)
0 Managed Area (MAREA)
Buffered Pro ect Bounda Sources:Esri,Airbus DS,USGS,NGA,NASA,CGIAR,N Robinson,NCEAS,
ry NLS, OS, NMA, Geodatastyrelsen, Rijkswaterstaat. GSA, Geoland, FEMA,
Intemiap and the GIS user community
Q Project Boundary Sources Esri, HERE, Garmin, FAO, NOAA, USGS, © OpenStreetMap
contributors,and the GIS User Community
Page 4 of 4

ATTACHMENT 7: USFWS NORTHERN LONG-EARED BAT CONSISTENCY
LETTER

taEH CF Ty 17
a United States Department of the Interior 4' ',
!, FISH AND WILDLIFE SERVICE
=RCH 3 �s Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh,NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To: May 19, 2023
Project code: 2023-0083812
Project Name: Masonboro Loop Road
Federal Nexus: yes
Federal Action Agency (if applicable): Army Corps of Engineers
Subject: Technical assistance for'Masonboro Loop Road'
Dear Heather Smith:
This letter records your determination using the Information for Planning and Consultation
(IPaC) system provided to the U.S. Fish and Wildlife Service (Service) on May 19, 2023, for
'Masonboro Loop Road' (here forward, Project). This project has been assigned Project Code
2023-0083812 and all future correspondence should clearly reference this number. Please
carefully review this letter.Your Endangered Species Act(Act) requirements are not
complete.
Ensuring Accurate Determinations When Using IPaC
The Service developed the IPaC system and associated species'determination keys in accordance
with the Endangered Species Act of 1973 (ESA; 87 Stat. 884, as amended; 16 U.S.C. 1531 et
seq.) and based on a standing analysis.All information submitted by the Project proponent into
the IPaC must accurately represent the full scope and details of the Project. Failure to accurately
represent or implement the Project as detailed in IPaC or the Northern Long-eared Bat
Rangewide Determination Key(Dkey), invalidates this letter.
Determination for the Northern Long-Eared Bat
Based upon your IPaC submission and a standing analysis, your project is not reasonably certain
to cause incidental take of the northern long-eared bat. Unless the Service advises you within 15
days of the date of this letter that your IPaC-assisted determination was incorrect, this letter
verifies that the Action is not likely to result in unauthorized take of the northern long-eared bat.

05/19/2023 IPaC Record Locator: 816-126638641 2
Other Species and Critical Habitat that May be Present in the Action Area
The IPaC-assisted determination for the northern long-eared bat does not apply to the following
ESA-protected species and/or critical habitat that also may occur in your Action area:
■ American Alligator Alligator mississippiensis Similarity of Appearance (Threatened)
• Cooley's Meadowrue Thalictrum cooleyi Endangered
• Eastern Black Rail Laterallus jamaicensis ssp.jamaicensis Threatened
■ Green Sea Turtle Chelonia mydas Threatened
■ Kemp's Ridley Sea Turtle Lepidochelys kempii Endangered
■ Leatherback Sea Turtle Dermochelys coriacea Endangered
■ Loggerhead Sea Turtle Caretta caretta Threatened
■ Magnificent Ramshorn Planorbella magni fica Proposed Endangered
■ Piping Plover Charadrius melodus Threatened
• Red Knot Calidris canutus rufa Threatened
■ Red-cockaded Woodpecker Picoides borealis Endangered
■ Rough-leaved Loosestrife Lysimachia asperulaefolia Endangered
■ Tricolored Bat Perimyotis sub flavus Proposed Endangered
■ West Indian Manatee Trichechus manatus Threatened
You may coordinate with our Office to determine whether the Action may cause prohibited take
of the animal species listed above. Note that if a new species is listed that may be affected by the
identified action before it is complete, additional review is recommended to ensure compliance
with the Endangered Species Act.
Next Step
Consultation with the Service is necessary. The project has a federal nexus (e.g., Federal funds,
permit, etc.), but you are not the federal action agency or its designated (in writing) non-federal
representative. Therefore, the ESA consultation status is incomplete and no project activities
should occur until consultation between the Service and the Federal action agency(or designated
non-federal representative), is completed.
As the federal agency or designated non-federal representative deems appropriate, they should
submit their determination of effects to the Service by doing the following.
1. Log into IPaC using an agency email account and click on My Projects, click "Search by
record locator" to find this Project using 816-126638641. (Alternatively, the originator of
the project in IPaC can add the agency representative to the project by using the Add
Member button on the project home page.)
2. Review the answers to the Northern Long-eared Bat Range-wide Determination Key to
ensure that they are accurate.

05/19/2023 IPaC Record Locator: 816-126638641 3
3. Click on Review/Finalize to convert the `not likely to adversely affect' consistency letter to
a concurrence letter. Download the concurrence letter for your files if needed.
If no changes occur with the Project or there are no updates on listed species, no further
consultation/coordination for this project is required for the northern long-eared bat. However,
the Service recommends that project proponents re-evaluate the Project in IPaC if: 1) the scope,
timing, duration, or location of the Project changes (includes any project changes or
amendments); 2) new information reveals the Project may impact(positively or negatively)
federally listed species or designated critical habitat; or 3) a new species is listed, or critical
habitat designated. If any of the above conditions occurs, additional coordination with the
Service should take place before project implements any changes which are final or commits
additional resources.
If you have any questions regarding this letter or need further assistance, please contact the
Raleigh Ecological Services Field Office and reference Project Code 2023-0083812 associated
with this Project.

05/19/2023 IPaC Record Locator: 816-126638641 4
Action Description
You provided to IPaC the following name and description for the subject Action.
1. Name
Masonboro Loop Road
2. Description
The following description was provided for the project 'Masonboro Loop Road':
Multi-use path along Masonboro Loop Road
The approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/@34.176150899999996,-77.86204236051518,14z
i
j Masonl
i
I �
J
µ`

05/19/2023 IPaC Record Locator: 816-126638641 5
DETERMINATION KEY RESULT
Based on the answers provided, the proposed Action is consistent with a determination of "may
affect, but not likely to adversely affect" for the Endangered northern long-eared bat (Myotis
septentrionalis).
QUALIFICATION INTERVIEW
1. Does the proposed project include, or is it reasonably certain to cause, intentional take of
the northern long-eared bat or any other listed species?
Note: Intentional take is defined as take that is the intended result of a project.Intentional take could refer to
research,direct species management,surveys,and/or studies that include intentional handling/encountering,
harassment,collection,or capturing of any individual of a federally listed threatened,endangered or proposed
species?
No
2. Your project overlaps with an area where northern long-eared bats may be present year-
round. Time-of-year restrictions may not be appropriate for your project due to bats being
active all year.
Do you understand that your project may impact bats at any time during the year and time-
of-year restrictions may not apply to your project?
Yes
3. Do you have post-white nose syndrome occurrence data that indicates that northern long-
eared bats (NLEB) are likely to be present in the action area?
Bat occurrence data may include identification of NLEBs in hibernacula, capture of
NLEBs, tracking of NLEBs to roost trees, or confirmed acoustic detections. With this
question, we are looking for data that, for some reason, may have not yet been made
available to U.S. Fish and Wildlife Service.
No
4. Does any component of the action involve construction or operation of wind turbines?
Note: For federal actions,answer `yes'if the construction or operation of wind power facilities is either(1)part
of the federal action or(2)would not occur but for a federal agency action(federal permit,funding, etc.).
No
5. Is the proposed action authorized, permitted, licensed, funded, or being carried out by a
Federal agency in whole or in part?
Yes

05/19/2023 IPaC Record Locator: 816-126638641 6
6. Is the Federal Highway Administration (FHWA), Federal Railroad Administration (FRA),
or Federal Transit Administration (FTA) funding or authorizing the proposed action, in
whole or in part?
No
7. Are you an employee of the federal action agency or have you been officially designated in
writing by the agency as its designated non-federal representative for the purposes of
Endangered Species Act Section 7 informal consultation per 50 CFR § 402.08?
Note:This key may be used for federal actions and for non-federal actions to facilitate section 7 consultation and
to help determine whether an incidental take permit may be needed,respectively.This question is for information
purposes only.
No
8. Is the lead federal action agency the Environmental Protection Agency (EPA) or Federal
Communications Commission (FCC)? Is the Environmental Protection Agency(EPA) or
Federal Communications Commission (FCC) funding or authorizing the proposed action,
in whole or in part?
No
9. Is the lead federal action agency the Federal Energy Regulatory Commission (FERC)?
No
10. Have you determined that your proposed action will have no effect on the northern long-
eared bat? Remember to consider the effects of any activities that would not occur but for
the proposed action.
If you think that the northern long-eared bat may be affected by your project or if you
would like assistance in deciding, answer "No"below and continue through the key. If you
have determined that the northern long-eared bat does not occur in your project's action
area and/or that your project will have no effects whatsoever on the species despite the
potential for it to occur in the action area, you may make a "no effect" determination for
the northern long-eared bat.
Note: Federal agencies(or their designated non-federal representatives)must consult with USFWS on federal
agency actions that may affect listed species[50 CFR 402.14(a)].Consultation is not required for actions that will
not affect listed species or critical habitat.Therefore,this determination key will not provide a consistency or
verification letter for actions that will not affect listed species.If you believe that the northern long-eared bat may
be affected by your project or if you would like assistance in deciding,please answer"No"and continue through
the key.Remember that this key addresses only effects to the northern long-eared bat.Consultation with USFWS
would be required if your action may affect another listed species or critical habitat.The definition of Effects of
the Action can be found here:https://www.fws.gov/media/northern-long-eared-bat-assisted-determination-key
selected-definitions
No

05/19/2023 IPaC Record Locator: 816-126638641 7
11. Your project overlaps with an area where northern long-eared bats may be present year-
round.
Is suitable northern long-eared bat habitat present within 1000 feet of project activities?
Yes
12. Will the action cause effects to a bridge?
No
13. Will the action result in effects to a culvert or tunnel?
No
14. Does the action include the intentional exclusion of northern long-eared bats from a
building or structure?
Note:Exclusion is conducted to deny bats'entry or reentry into a building.To be effective and to avoid harming
bats,it should be done according to established standards.If your action includes bat exclusion and you are
unsure whether northern long-eared bats are present,answer"Yes."Answer"No"if there are no signs of bat use
in the building/structure.If unsure,contact your local U.S.Fish and Wildlife Services Ecological Services Field
Office to help assess whether northern long-eared bats may be present.Contact a Nuisance Wildlife Control
Operator(NWCO)for help in how to exclude bats from a structure safely without causing harm to the bats(to
find a NWCO certified in bat standards,search the Internet using the search term"National Wildlife Control
Operators Association bats").Also see the White-Nose Syndrome Response Team's guide for bat control in
structures
No
15. Does the action involve removal, modification, or maintenance of a human-made structure
(barn, house, or other building) known or suspected to contain roosting bats?
No
16. Will the action cause construction of one or more new roads open to the public?
For federal actions, answer `yes'when the construction or operation of these facilities is
either (1) part of the federal action or (2) would not occur but for an action taken by a
federal agency (federal permit, funding, etc.).
No
17. Will the action include or cause any construction or other activity that is reasonably certain
to increase average daily traffic on one or more existing roads?
Note: For federal actions,answer`yes'when the construction or operation of these facilities is either(1)part of
the federal action or(2)would not occur but for an action taken by a federal agency(federal permit,funding,
etc.). .
No

05/19/2023 IPaC Record Locator: 816-126638641 8
18. Will the action include or cause any construction or other activity that is reasonably certain
to increase the number of travel lanes on an existing thoroughfare?
For federal actions, answer `yes'when the construction or operation of these facilities is
either (1) part of the federal action or (2) would not occur but for an action taken by a
federal agency (federal permit, funding, etc.).
No
19. Will the proposed action involve the creation of a new water-borne contaminant source
(e.g., leachate pond pits containing chemicals that are not NSF/ANSI 60 compliant)?
No
20. Will the proposed action involve the creation of a new point source discharge from a
facility other than a water treatment plant or storm water system?
No
21. Will the action include drilling or blasting?
No
22. Will the action involve military training (e.g., smoke operations, obscurant operations,
exploding munitions, artillery fire, range use, helicopter or fixed wing aircraft use)?
No
23. Will the proposed action involve the use of herbicides or pesticides other than herbicides
(e.g., fungicides, insecticides, or rodenticides)?
No
24. Will the action include or cause activities that are reasonably certain to cause chronic
nighttime noise in suitable summer habitat for the northern long-eared bat? Chronic noise
is noise that is continuous or occurs repeatedly again and again for a long time.
Note:Additional information defining suitable summer habitat for the northern long-eared bat can be found at:
https://www.fws.gov/media/northern-long-eared-bat-assisted-determination-key-selected-definitions
No
25. Does the action include, or is it reasonably certain to cause, the use of artificial lighting
within 1000 feet of suitable northern long-eared bat roosting habitat?
Note:Additional information defining suitable roosting habitat for the northern long-eared bat can be found at:
htWs://www.fws.gov/media/northem-long-eared-bat-assisted-determination-key-selected-definitions
No
26. Will the action include tree cutting or other means of knocking down or bringing down
trees, tree topping, or tree trimming?
Yes

05/19/2023 IPaC Record Locator: 816-126638641 9
27. Has a presence/probable absence summer bat survey targeting the northern long-eared bat
following the Service's Range-wide Indiana Bat and Northern Long-Eared Bat Survey
Guidelines been conducted within the project area? If unsure, answer "No."
No
28. Does the action include emergency cutting or trimming of hazard trees in order to remove
an imminent threat to human safety or property? See hazard tree note at the bottom of the
key for text that will be added to response letters
Note:A"hazard tree"is a tree that is an immediate threat to lives,public health and safety,or improved property
and has a diameter breast height of six inches or greater.
No
29. Your project overlaps with an area where northern long-eared bats may be present year-
round. To minimize or avoid impacts to the northern long-eared bat, all activities affecting
trees should not occur from December 15th to February 15th and April 15th to July 30th.
Will any project activites occur from December 15th to February 15th and/or April 15th to
July 30th.
Yes

05/19/2023 IPaC Record Locator: 816-126638641 10
PROJECT QUESTIONNAIRE
Enter the extent of the action area (in acres) from which trees will be removed- round up
to the nearest tenth of an acre. For this question, include the entire area where tree removal
will take place, even if some live or dead trees will be left standing.
0.2
Will all potential northern long-eared bat (NLEB) roost trees (trees >_3 inches diameter at
breast height, dbh)be cut, knocked, or brought down from any portion of the action area
greater than or equal to 0.1 acre? If all NLEB roost trees will be removed from multiple
areas, select `Yes'if the cumulative extent of those areas meets or exceeds 0.1 acre.
Yes
Enter the extent of the action area (in acres) from which all potential NLEB roost trees will
be removed. If all NLEB roost trees will be removed from multiple areas, entire the total
extent of those areas. Round up to the nearest tenth of an acre.
0.2
For the area from which all potential northern long-eared bat (NLEB) roost trees will be
removed, on how many acres (round to the nearest tenth of an acre)will trees be allowed
to regrow? Enter `0'if the entire area from which all potential NLEB roost trees are
removed will be developed or otherwise converted to non-forest for the foreseeable future.
0
Will any snags (standing dead trees) >_3 inches dbh be left standing in the area(s) in which
all northern long-eared bat roost trees will be cut, knocked down, or otherwise brought
down?
Yes
Will all project activities by completed by April 1, 2024?
Yes

05/19/2023 IPaC Record Locator: 816-126638641 11
IPAC USER CONTACT INFORMATION
Agency: Wilmington city
Name: Heather Smith
Address: 940 Main Campus Dr
Address Line 2: Suite 500
City: Raleigh
State: NC
Zip: 27606
Email [e-mail]
Phone: [phone]
LEAD AGENCY CONTACT INFORMATION
Lead Agency: Army Corps of Engineers
Name: Brad Shaver
Email: [e-mail]

ATTACHMENT 8: NCWR AND USACE PREVIOUSLY ISSUED PERMITS

DocuSign Envelope ID:871586D1-9BB9-4667-86EF-F5DA95E5B744
3STATIT�,.,'
ROY COOPER,
MICHAEL S.REGAN
Secretary
LINDA CULPEPPER NORTH CA€OLINA
Virccror £rr0ronmenral Quality
August 13,2019
New Hanover County
NCDWR Project No.20190530
APPROVAL of 401 WATER QUALITY CERTIFICATION with ADDITIONAL CONDITIONS
City of Wilmington
Attn: Anthony Geathers,Construction Project Manager
P.O.Box 1810
Wilmington,NC 28402
Dear Mr.Geathers:
You have our approval,in accordance with the conditions listed below,for the following impacts for the purpose of
constructing a multi-use Trail in New Hanover County:
Stream Impacts in the White Oak River Basin
Site Permanent Fill Temporary Fill Permanent Temporary Total Stream Stream
in Intermittent in Intermittent Fill in Fill in Impact Impacts
Stream(linear Stream(linear Perennial Perennial (linear ft) Requiring
ft) ft) Stream Stream(linear Mitigation
(linear ft) ft) (linear ft)
Site 3 (24"RCP) 34 If 34 If N/A
35+93/36+08-L-PH 1
Site 3 (SE&C) 12 If 12 If N/A
35+93/36+08-L-PH 1
34 If 12 If 46If N/A
Total
Total Stream Impact: 46 linear feet
North Carolina Drparimtw of ErnPininmemM Q4wliiy I Dmsion of Water Resourc"
Wilmington Reglonal Office 1 127CardInal drive Extensean I WilmIngton.North Carol Ina 28405
D E Q
••�� r310_7%.7215

DocuSign Envelope ID:871586D1-9BB9-4667-86EF-F5DA95E5B744
Wetland Im acts in the White Oak River Basin
Site Fill Fill Excavation Mechanized Hand Area under Total
(ac) (temporary) (ac) Clearing Clearing Bridge Wetland
(ac) (ac) (ac) (ac) Impact(ac)
Site 1 (Wetland D) 0.031 0.001 0.032
18+47/19+59-L PH 1
Site 2(Wetland C) 0.001 0.014 0.015
25+63/27+10-L PH 1
Site 4(Wetland B) 0.002 0.002 0.004
46+93/47+15-L PH 1
Site 5 (Wetland A) 0.028 0.004 0.032
14+51/15+36-L PH 2
0.062 0.021 0.083
Total
Total Wetland Impact: 0.083 acres.
The project shall be constructed in accordance with your complete application dated received August 9,2019. After
reviewing your application,we have decided that these impacts are covered by General Water Quality Certification
Number 4139. This certification corresponds to the Nationwide Permit 18 issued by the Corps of Engineers. In
addition,you should acquire any other federal,state or local permits before you proceed with your project including
(but not limited to)Sediment and Erosion Control,Non-Discharge and Water Supply Watershed regulations. This
approval will expire with the accompanying 404 permit.
This approval is valid solely for the purpose and design described in your application(unless modified below).
Should your project change,you must notify the NCDWR and submit a new application. If the property is sold,the
new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying
with all the conditions. If total wetland fills for this project(now or in the future)exceed one acre,or of total
impacts to perennial streams(now or in the future)exceed 300 linear feet,compensatory mitigation may be required
as described in 15A NCAC 2H.0506(h)(6)and(7). For this approval to remain valid,you must adhere to the
conditions listed in the attached certification and any additional conditions listed below.
Conditions of Certification:
Project Specific Conditions
1. The City of Wilmington or the construction project manager will conduct a pre-construction meeting with
all appropriate staff to ensure that the project supervisor and essential staff understand the potential issues
with stream and pipe alignment at the permitted site. NCDWR staff shall be invited to the pre-
construction meeting. [15A NCAC 02H.0506(b)(2)and(b)(3)
2. Erosion control matting in riparian areas shall not contain a nylon mesh grid which can impinge and entrap
small animals. Matting should be secured in place by staples,stakes,or wherever possible live stakes of
native trees. Riparian areas are defined as a distance 25 feet from top of stream bank. [I 5A NCAC
02B.0224, .0225]

DocuSign Envelope ID:871586D1-9BB9-4667-86EF-F5DA95E5B744
3. Riprap shall not be placed in the active thalweg channel or placed in the streambed in a manner that
precludes aquatic life passage. Bioengineering boulders or structures should be properly designed,sized
and installed. [15A NCAC 02H.0506(b)(2)]
4. The City of Wilmington shall be in compliance with the NCGO1000 and shall self-report any off site
sediment losses via e-mail or by phone within 24hours to joanne.steenhuis(i0cdenr.gov or(910)796-
7306.
General Conditions
5. Unless otherwise approved in this certification,placement of culverts and other structures in open waters and
streams shall be placed below the elevation of the streambed by one foot for all culverts with a diameter
greater than 48 inches,and 20 percent of the culvert diameter for culverts having a diameter less than 48
inches,to allow low flow passage of water and aquatic life. Design and placement of culverts and other
structures including temporary erosion control measures shall not be conducted in a manner that may result
in dis-equilibrium of wetlands or streambeds or banks,adjacent to or upstream and downstream of the above
structures.The applicant is required to provide evidence that the equilibrium is being maintained if requested
in writing by NCDWR. If this condition is unable to be met due to bedrock or other limiting features
encountered during construction,please contact NCDWR for guidance on how to proceed and to determine
whether or not a permit modification will be required. [15A NCAC 02H.0506(b)(2)]
6. If concrete is used during construction,a dry work area shall be maintained to prevent direct contact
between curing concrete and stream water. Water that inadvertently contacts uncured concrete shall not
be discharged to surface waters due to the potential for elevated pH and possible aquatic life and fish kills.
[I5ANCAC 02B.0200]
7. During the construction of the project,no staging of equipment of any kind is permitted in waters of the
U.S.,or protected riparian buffers. [15A NCAC 02H.0506(b)(2)]
8. The dimension,pattern and profile of the stream above and below the crossing shall not be modified.
Disturbed floodplains and streams shall be restored to natural geomorphic conditions. [15A NCAC
02H.0506(b)(2)]
9. The use of rip-rap above the Normal High Water Mark shall be minimized. Any rip-rap placed for stream
stabilization shall be placed in stream channels in such a manner that it does not impede aquatic life
passage. [I5ANCAC 02H.0506(b)(2)]
10. The Permittee shall ensure that the final design drawings adhere to the permit and to the permit drawings
submitted for approval. [15A NCAC 02H.0507(c)and 15A NCAC 02H.0506(b)(2)and(c)(2)]
11. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures
from the most current version of NCDOT Construction and Maintenance Activities manual such as
sandbags,rock berms,cofferdams and other diversion structures shall be used to prevent excavation in
flowing water. [15A NCAC 02H.0506(b)(3)and(c)(3)]
12. Heavy equipment shall be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the introduction of other pollutants into the stream. [I 5A NCAC
02H.0506(b)(3)]
13. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels,lubricants,hydraulic fluids,or other toxic materials. [15A NCAC
02H.0506(b)(3)]
14. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this
certification. [15A NCAC 02H.0506(b)(3)]

DocuSign Envelope ID:871586D1-9BB9-4667-86EF-F5DA95E5B744
15. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface
waters is prohibited. [15A NCAC 02H.0506(b)(3)]
16. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water
quality standards(including any requirements resulting from compliance with§303(d)of the Clean Water Act)
and any other appropriate requirements of State and Federal law. If the NCDWR determines that such standards
or laws are not being met(including the failure to sustain a designated or achieved use)or that State or federal
law is being violated,or that further conditions are necessary to assure compliance,the NCDWR may reevaluate
and modify this certification. [15A NCAC 02B.0200]
17. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1,unless otherwise
authorized by this certification. [15A NCAC 02H.0506(b)(2)]
18. A copy of this Water Quality Certification shall be maintained on the construction site at all times. In addition,
the Water Quality Certification and all subsequent modifications,if any,shall be maintained with the Division
Engineer and the on-site project manager. [15A NCAC 02H .0507(c) and 15A NCAC 02H .0506 (b)(2) and
(c)(2)]
19. The outside buffer, wetland or water boundary located within the construction corridor approved by
this authorization shall be clearly marked by highly visible fencing prior to any land disturbing
activities. Impacts to areas within the fencing are prohibited unless otherwise authorized by this
certification. [15A NCAC 02H.0501 and.0502]
20. The issuance of this certification does not exempt the Permittee from complying with any and all statutes,rules,
regulations, or ordinances that may be imposed by other government agencies (i.e. local, state, and federal)
having jurisdiction, including but not limited to applicable buffer rules, stormwater management rules, soil
erosion and sedimentation control requirements,etc.
21. The Permittee shall report any violations of this certification to the Division of Water Resources within 24
hours of discovery. [15A NCAC 02B.0506(b)(2)]
22. Upon completion of the project (including any impacts at associated borrow or waste sites), the City of
Wilmington's Construction Project Manager shall complete and return the enclosed "Certification of
Completion Form"to notify the NCDWR when all work included in the 401 Certification has been completed.
[15A NCAC 02H.0502(f)]
23. Native riparian vegetation must be reestablished in the riparian areas within the construction limits of the project
by the end of the growing season following completion of construction. [I 5A NCAC 02B.023 1(a)(6)]
24. There shall be no excavation from,or waste disposal into,jurisdictional wetlands or waters associated with this
permit without appropriate modification. Should waste or borrow sites, or access roads to waste or borrow
sites,be located in wetlands or streams, compensatory mitigation will be required since that is a direct impact
from road construction activities.[15A NCAC 02H.0506(b)(3)and(c)(3)]
25. Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect
surface waters standards[15A NCAC 02H.0506(b)(3)and(c)(3]):
a. The erosion and sediment control measures for the project must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Sediment and
Erosion Control Planning and Design Manual.
b. The design,installation,operation,and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or
leased borrow pits associated with the project.

DocuSign Envelope ID:871586D1-9BB9-4667-86EF-F5DA95E5B744
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated,and maintained in accordance with the most recent version of the North Carolina Surface
Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance
with the requirements of the Sedimentation Pollution Control Act.
26. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved
by this Certification. [15A NCAC 02H.0506(b)(3)and(c)(3)]
If you wish to contest any statement in the attached Certification you must file a petition for an administrative
hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition
with the office of Administrative Hearings within sixty(60)days of receipt of this notice. A petition is considered
filed when it is received in the office of Administrative Hearings during normal office hours. The Office of
Administrative Hearings accepts filings Monday through Friday between the hours of 8:OOam and 5:OOpm,except
for official state holidays. The original and one(1)copy of the petition must be filed with the Office of
Administrative Hearings.
The petition may be faxed-provided the original and one copy of the document is received by the Office of
Administrative Hearings within five(5)business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh,NC 27699-6714
Telephone: [phone],Facsimile: [phone]
A copy of the petition must also be served on DEQ as follows:
Mr.Bill F.Lane,General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh,NC 27699-1601
This letter completes the review of the Division of Water Resources under Section 401 of the Clean Water Act. If you
have any questions,please contact Joanne Steenhuis at(910)796-7306 [e-mail].
Sincerely,
EDocuSigned by:
�m�a' u1pepper,Director
Division of Water Resources
Electronic copy only distribution:
Rachel Capito,US Army Corps of Engineers,Wilmington Field Office
Mason Herndon,Division 3 Environmental Supervisor
Heather Smith,Consultant VHB
Cathy Brittingham,NC Division of Coastal Management
Joanne Steenhuis,NC Division of Water Resources Wilmington Regional Office
File Copy

DocuSign Envelope ID:871586D1-9BB9-4667-86EF-F5DA95E5B744
3STATIT�,.,,
ROY COOPER,
MICHAEL S.REGAN
Secretary
LINDA CULPEPPER NORTH CA€OLINA
Virccror Enr0ronmenral Quality
NCDWR Project No.: 20190530 County: New Hanover
Applicant: City of Wilmington
Project Name: Masonboro Loop Multi-use Trail
Date of Issuance of 401 Water Quality Certification: August 13,2019
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules,and
any subsequent modifications,the applicant is required to return this certificate to the 401 Transportation Permitting
Unit,North Carolina Division of Water Resources, 1617 Mail Service Center,Raleigh,NC,27699-1617. This form
may be returned to NCDWR by the applicant,the applicant's authorized agent, or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
1, ,hereby state that,to the best of my abilities,due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules,the approved plans and
specifications,and other supporting materials.
Signature: Date:
Agent's Certification
I, ,hereby state that,to the best of my abilities,due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules,the approved plans and
specifications,and other supporting materials.
Signature: Date:
Engineer's Certification
Partial Final
1, as a duly registered Professional Engineer in the State of North
Carolina,having been authorized to observe(periodically,weekly,full time)the construction of the project for the
Permittee hereby state that,to the best of my abilities,due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Buffer Rules,the approved plans and specifications,and other supporting materials.
Signature Registration No.
Date
North Carolina Drparinrerlt of ErnininmemM Q4wlily I Dmsion of Water Resource"
s
EQ t Wilmington Reglcnal Office 1 127CardInal drive Extension I Wilmington.North Carol Ina 28405
a + � 510_7%.7215

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2017-01780 County: New Hanover U.S.G.S. Quad:NC-Wrightsville Beach
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: City of Wilmington Agent: Ecological Engineering LLP
Anthony Geathers Heather Smith
P.O.Box 1810 1151 Cary Parkway
Wilmington,NC 28402 Suite 101
Cary,NC 27518
Size(acres) 8 Nearest Town Wilmington
Nearest Waterway Hewletts Creek River Basin Onslow Bay
USGS HUC 03020302 Coordinates Latitude:34.184706
Longitude: -77.86112
Location description: Project area is located along the western boundary of Masonboro Loon Road in Wilmington,NC, from
the intersection of Masonboro Loon Road and Masonboro Sound Road 1.3 miles south to Navaho Trail.This corridor extends
east/west approximately 50 feet.
Description of projects area and activity: This verification authorizes the discharge of fill material into 0.083 acre of wetlands
and 34 linear feet of RPW impacts for the construction of a bike/walking path along Masonboro Sound Road. This proiect will
temporarily impact 12 linear feet of RPW impacts.
Applicable Law(s): ® Section 404(Clean Water Act,33 USC 1344)
❑ Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: NWP 18.Minor Discharges
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 4/29/2019, and the enclosed plans Permit Drawing 1-14 dated 4/29/2019. Any
violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a
restoration order,a Class I administrative penalty,and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended,revoked,or is modified,such that the activity would
no longer comply with the terms and conditions of the nationwide permit,activities which have commenced(i.e.,are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration,modification or revocation,unless discretionary authority has
been exercised on a case-by-case basis to modify,suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources(telephone [phone])to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act(LAMA),prior
to beginning work you must contact the N.C.Division of Coastal Management in Wilmington,NC,at(910)796-7215.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,State
or local approvals/permits.
If there are any questions regarding this verification,any of the conditions of the Permit,or the Corps of Engineers regulatory program,
please contact Rachel Canito at(910)-251-4487or Rachel.A.Capito(ausace.army.mil.
Corps Regulatory Official: Date: 5/20/2019
Expiration Date of Verification: 03/18/2022

Action ID Number: SAW-2017-01780 County: New Hanover
Permittee: City of Wilmington,Anthony Geathers
Project Name: Masonboro Loop Road Multi-Use Trail
Date Verification Issued: 5/20/2019
Project Manager: Rachel Capito
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Rachel Capito
Wilmington Regulatory Office
U.S Army Corps of Engineers
69 Darlington Avenue
Wilmington,North Carolina 28403
or
Rachel.A.0 [e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

CITY OF WILMINGTON PERMIT DRAWING
ENO PROJECT
NORTH CAROLINA SHEET 1 OF 14
WA
STEWART
MASONBORO LOOP ROAD
„MULTI-USE TRAIL
QIeoC
WETLAND AND SURFACE WATER IMPACTS PERMIT
LOCATION:
FROM NAVAHO TRAIL TO
NORTH OF ANDREWS
BEGIN PROJECT REACH LOOP
Prgen:
TYPE OF WORK:
GRADING, PAVING,
G DRAINAGE,EROSION MASONBORO
VICINITY MAP CONTROL
LOOP ROAD
MULTI-USE
TRAIL
r--- -- — — --------------------------------------r--------------------,
1 8
PHASE 1 10 PHASE 2
j'
I I
4 5 6 7 4 a 5
c 8 I I PRELIMINARY-DONOT
u�roUSE FOR CONSTRUCTION
I w r� PHASE 1&2
ASONBORO 0 PRD. I
Op
I SITE 1 SITE 2 SITE 3 SITE 4 F VL
SITE 5 j
BEGIN yI I —
END BEGIN ENDCONSTRUCTION CONSTRUCTION = CONSTRUCTION CONSTRUCTION I ROR¢oNTUI
----------------------I
I STA:9+56+16 STA:62+11.86 STA:10+00.00 STA:26+58.00 I ��
I of I
L---------------------- ---------------------
nee:
TITLE SHEET
DESIGN DATA PROJECT LENGTH-PHASE 1 PROJECT LENGTH-PHASE 2
DESIGN SPEED= 20 MPH LENGTH OF PROJECT=1.00 MILES LENGTH OF PROJECT=0.31 MILES
LEAN ANGLE= 20 DEGREES LENGTH OF BOARDWALK=NA LENGTH OF BOARDWALK=NA
FUNC.CLASSIFICATION=MULTI-USE PATH LENGTH OF BRIDGE=NA LENGTH OF BRIDGE=NA

o PERMIT DRAWING
SHEET 2 OF 14 WA
STEWART
50 G' 50'
GRAPHIC SCALE
Client:
25' G' 25'
INSET SCALE ,YYjL.LV1X`I V 1 V1Y
��// �VJ NOHI'11 CAROIINA
\ svE DETAIL 3 DETAIL 4
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UV� CJpUU o L/a �V PERMIT DRAWING
SHEET 3 OF 14
D D Q o Q9 0 ° o STEWART
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GRAPHICGRAPHIC SCALE
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PERMIT DRAWING ST E WA RT
SHEET 4 OF 14
` dG�OI�
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28 LLN LL 28 MULTI-USE
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W
26 — 2% 26
2'�
24 24 PHASE 1
22 22
saa
20 20
18 18
16 16
30 20 10 0 10 20 30
yea ref PRELIMINARY-DO NOT
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Dace scnptlon
clue:

PERMIT DRAWING
WA
SHEET 5 OF 14 STEWART
50' 0' 50'
® *P�a.merw Paw[c+snimiom
GRAPHIC SCALE Client:
NOHDE CA0.01lNA
INSET SCALE
DETAIL 5 Pe�o.x+.ue+ Noz
SPECIAL COT BASF DITCH
Prgen
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a
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I
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�PER
CLEARING
re Nre
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
• e'e°. CLEARING
TH.
FILL IN
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 18+47/19+59-L-PH. 1 24"RCP 0.03 <0.01
2 25+63/27+10-L-PH. I Multi-use Trail Fill <0.01 0.01
3 35+93/36+08-L-PH. 1 24"RCP <0.01 <0.01 34 12
4 46+93/47+15-L-PH. 1 30"RCP <0.01 <0.01
5 14+51/15+36-L-PH. II 24"RCP 0.03 <0.01
TOTALS`: 0.06 0.02 <0.01 <0.01 34 12 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
03/05/2019
NEW HANOVER COUNTY
MASONBORO LOOP ROAD
Revised 2018 Feb SHEET 14 OF 14