20130044 Ver 1_CAMA Application_20130116

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NCDEE R
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor t Director Secretary 14
January �, 2013
MEMORANDUM:
TO: Karen Higgins
401 Oversight
Division of Water Quality- Surface Water Protection
FROM: Doug Huggett, NC DENR -DCM Major Permits Co
400 Commerce Ave., Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT: CAMA / Dredge & Fill Major Permit Application Review
Applicant: Cape Fear Public Utility Authority (CFPUA) c/o Frank Styers
Project Location: Mutiple properties off Masonboro Sound Rd., including Seabreeze, Oyster Bay and Windchase
Subdivisions, adjacent to Masonboro Sound & Whiskey Creek, in Wilm., New Hanover County.
Proposed Project: to extend water distribution system and sanitary sewer collection system to serve
citizens located off Masonboro Sound Road.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Hucraett at the address above by February 7, 2013. If you have
any questions regarding the proposed project, contact Robb Mairs at (910) 796 -7215, when
appropriate, in -depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
SIGNED
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
DATE
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: 910 - 796 -7215 \ FAX: 910 - 395 -3964 Internet: www.nccoastalmana.gement.net
An Equal Opportunity \ Affinnahve Action Employer
JAN 1 6 2013

CAPE FEAR PUBLIC UTILITY AUTHORITY
MASONBORO SOUND ROAD WATER AND SEWER EXTENSIONS
PROJECT NARRATIVE
PURPOSE AND NEED
The Cape Fear Public Utility Authority (CFPUA) is extending its water distribution system
and sanitary sewer collection system to serve citizens within the City of Wilmington's 1998
Annexation Area located off Masonboro Sound Road. The project will provide water
service, fire protection, and sanitary sewer service to the citizens in the annexation area.
The extensions to the water distribution system and sewer collection system will be owned,
operated and maintained by the CFPUA. The scope of this project is the construction of
water and sewer utilities.
EXISTING CONDITIONS:
Homes in the project area are currently using private water wells with some community
water and septic tank and drain fields for wastewater disposal. The Cabbage Inlet
development has a community drain field.
The project area properties are currently zoned as residential inside the Wilmington City
limits. About 50% of the existing properties are currently developed. The project area is
bordered by Whiskey Creek (SA;HQW) to the South, Intracoastal Waterway (SA;HQW) to
the East, and Hewletts Creek (SA;HQW) to the North.
The soils in the area consist of Leon Sands, Lakeland Sands, Lynn Haven fine sands, and
Murville fine sands. The seasonal high water table ranges from 0 to 1.5 feet for all of the soil
types except the Lakeland sand areas which has a seasonal high water table greater than 6
feet deep (per New Hanover County Soil Survey).
PROJECT DESCRIPTION:
The project includes the construction of approximately 2,600 linear feet of 6 -inch water
main, 1,170 linear feet of 2 -inch water main, 1,800 linear feet of 10 -inch sewer main,
10,990 linear feet of 8 -inch sewer main, 1,500 linear feet of 4 -inch sewer force main and
one sewer pump station. The project includes lateral sewer services for residential homes
five hydrants, valves and other appurtenances necessary for proper expansion of the utilities.
New impervious surfaces will be created at the proposed pump station located at the end of
Seabreeze Blvd. A 12 -foot wide gravel drive is proposed along with the gravel surface at the
pump station site. Existing swales and sheet -flow runoff will be the treatment method used
for the surface water runoff.
The projected impacts to the freshwater wetlands (delineated by Kim Williams with Land
Management Group) in the project area are less than 0.3 acres. Temporary impacts will
occur during excavation in wetland areas for construction of the gravity sewer. These areas
will be restored by backfilling with in situ soils to original grade.
December 2012 Page 1

1
Gravity sewer will be constructed by open cut excavation in a linear route from the pump
station to the east to the existing gravity sewer on Dalkeith Road and to serve properties
along and on the private drive across from Maxwell Place. The system will extend to the
west from the pump station to serve the Oyster Bay and Cabbage Inlet areas. The route of
the sewer has been designed to provide slope from the existing gravity sewer to the pump
station and limit the number of pump stations to one. The route will have minor temporary
impacts to wetlands (0.2 acres).
The Sedimentation and Erosion Control Plan will be strictly followed during and after
construction until all sites have been returned to a stable condition. Drop inlet protection
and temporary silt fences will be utilized to confine any sediment to the construction sites.
Upon completion of the project, each of the sites will handle storm water in the same
manner it did prior to construction.
On Benton Avenue the gravity sewer and forcemain will cross a relatively permanent water
(RPW) by open cut excavation. The construction will be for the access road which will
include two 24 -inch culverts in the RPW.
A private road water main installation will involve directional drill under a RPW with no
impact.
Clearing, grubbing and grading activities will be limited to those areas necessary for proper
installation of the proposed utilities. Denuded areas will be revegetated on a stabilize -as-
you-go basis to the extent practicable.
The maximum potentially disturbed area for this water and sewer system improvement
project is 16 acres. That total area includes actual disturbance area due to excavation as
well as potential disturbance area attributable to material storage, equipment staging,
temporary stockpiling, etc.
The NH 0780 Masonboro Sound Historic District 1992 will not be disturbed by this project.
There are four structures within the project area that are listed on the Register of Historic
Places. The project will have no impact on the structures, as the utility construction is
located more than 50 feet from the structures.
This project currently has received the following permits:
1. Stormwater Management — W8020101
2. NCDWQ Fast Track Permit for Pump Stations, Gravity Sewers, and Force Mains
- — WQ0020773
3. NCPWS Water Distribution Permit — 01 -0219
Following completion of the project the private septic tanks wil I be decommissioned by the
homeowners.
December 2012 Page 2

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Cape Fear Public Utility Authority (CFPUA) c/o Frank Styers
2. LOCATION OF PROJECT SITE: Multiple properties located off Masonboro Sound Road, which include the
Seabreeze, Oyster Bay and Windchase Subdivisions, adjacent to Masonboro Sound and Whiskey Creek, in
Wilmington, New Hanover County.
Photo Index - 2006: 21- 7385 -7386: M -W, 1 -8 & Q -X, 3 -24 2000:21-265-266: Q -W, 1 -8 & Q -X, 1 -24
1995: 21 -248: P -Z, 1 -12
State Plane Coordinates - X: 2346736 Y: 152117
LAT: 34 °09'44.81783 "N LONG: 77'51'14.01244"W
3. INVESTIGATION TYPE: CAMA/D &F ROVER FILE # - 0- 082210A
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 8/22/2012
Was Applicant Present — Yes (agents)
5. PROCESSING PROCEDURE: Application Received — 01/02/2013 (completed)
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Wilmington/New Hanover County
Land Classification From LUP - Resource Protection
(B) AEC(s) Involved: ES, ORW
(C) Water Dependent: No
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — Private septic and sanitary sewer systems
Planned — Municipal sewer system
(F) Type of Structures: Existing — Individual single - family residences and subdivisions
Planned — New water mains, sewer mains, sewer force main and associated man-
holes and pump station
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
IV
(A) Vegetated Wetlands (RPW stream and §404
10,454 sq. ft.
150 sq. ft.
Wetlands)
(temporary)
(RPW)
(B) Non - Vegetated Wetlands
(Open water
(C) Other (Highground)
1,118 sq. ft.
685,238 sq. ft.
(D) Total Area Disturbed: — 696,960sq. ft. ( -16 acres)
(E) Primary Nursery Area: Yes (adjacent)
(F) Water Classification: SA -ORW Open: Yes
8. PROJECT SUMMARY: The Cape Fear Public Utility Authority proposes to extend water distribution system
and sanitary sewer collection system to serve citizens located off Masonboro Sound Road.

CFPUA- Masonboro Sound Road Water and Sewer Extension
Page 2
9. PROJECT DESCRIPTION:
The project area is an approximately 16 acres site and would serve multiple properties along Masonboro Sound Road,
which include established subdivision such as Pinemarsh, Oyster Bay, Seabreeze and the Cabbage Inlet area. The project
area is located adjacent to Masonboro Sound/AIWW to the east and Whiskey Creek located towards the southern portion of
the project site. To locate the project site from Oleander Drive (NC Highwayl7), turn left onto Greenville Loop Road and
travel west approximately 3.0 miles. Turn left onto Pine Grove Road and travel south approximately 1.2 miles until you
reach Masonboro Sound Road, which will be on your left. Turn left onto Masonboro Sound Road and travel
approximately 1.0 mile east until the road bends to the south. Continue to travel south approximately 0.2 miles until you
reach Orchard Trace, which will be located on the right. This location would be the most northern extent of the project
limits. The application states that this area of Masonboro Sound Road is within the City of Wilmington's 1998
Annexation Area as required by general statute.
The project area along Masonboro Sound Road is bound on the west by existing residential properties and on the east by
additional existing residential properties and the Atlantic Intracoastal Waterway (AIWW). The project site is located
between Hewlett's Creek to the north and Whiskey Creek to the south, in Wilmington, New Hanover County. The
existing land use in the area is predominately single- family residential, with the majority of the existing residences located
in established subdivisions or developed properties. The application states that 50% of the properties are currently
developed. The majority of the existing residential structures utilize private septic systems to treat waste water; however,
there are properties located along Dalkeith Road towards the northern portion of the project area, which have an existing
sewer line and an associated manhole located at the terminal end of the road adjacent to Masonboro Sound. The
application also states that the Windchase Subdivision located at the southern portion of the project area has an existing
sanitary sewer system, which consists of 6' PVC with associated bends and cleanouts.
Included within the proposed project corridor are several areas of jurisdictional §404 Wetlands and streams. The wetlands
within the project area have been delineated and approved by the US Army Corps of Engineers (USACE). The two largest
tidal areas are located near the Robert Parsley property and the Pinemarsh Subdivision toward the northern end of the
project area and the Cabbage Inlet area, which includes the Windchase Subdivision located on the southern end of the
project area. The application states that there is a jurisdictional stream/ditch classified as a Relatively Permanent Waters
(RPW) located between the Seabreeze and Oyster Bay Subdivisions at Benton Avenue, which appears to drains east
towards Masonboro Sound/AIWW. There is also an existing 48" culvert under the existing 30' access easement driveway
to the Pinemarsh Subdivision, which conveys flow to and from a jurisdictional RPW towards the Masonboro
Sound/AIWW to the east, respectively (See Sheet 14A).
The application states that the NH 0780 Masonboro Sound Historic District 1992 would not be disturbed by the
proposed project. The application states there are four (4) structures within the project area that are listed on the Register
of Historic Place.
The average elevation within the project site ranges from approximately F to 20' above normal high water (NHW).
Upland vegetation consists of ornamental landscaping, lawn grasses, hardwoods and other woody species including: Oak,
Pine, Cedar and Dogwood. Coastal wetlands vegetation includes: Black Needle Rush (Juncus roemerianus), Salt Reed
Grass (Spartina cynosuroides), Salt Meadow Grass (Spartina patens), Spike Grass (Distichlis spicata), and Smooth
Cordgrass (Spartina alterniora). Above tidal influence, the vegetation transitions to §404 type wetlands, including Black
Gum (Nyssa sylvatica), Pond Pine (Pinus serotina), and Red Maple (Acer rubrum), with Narrow- leaved Cat -tail (Typha
angustifolia), Bull Rush (Scirpus, spp.), and other freshwater wetland species. Located on the southern portion of the
project site off of Seabreeze Blvd. are existing freshwater ponds, which are just landward of the highmarsh boundary,
which exhibits §404 type wetlands, including Black Willow (Salix nigra) and Cat -tail (Typha spp.). The delineated
Coastal Wetlands boundaries within the project area were verified by the NC Division of Coastal Management (DCM) on
8/22/2012.

CFPUA - Masonboro Sound Road Water and Sewer Extension
Page 3
The Wilmington/New Hanover County 2006 Land Use Plan Update classifies adjacent waters and marsh as Conservation,
and the adjacent high ground portion of the project area as Resource Protection. The waters of Masonboro Sound are
classified SA- Outstanding Resource Waters (SA -ORW) by the Division of Water Quality. They ARE designated as a
Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries and they are OPEN to the harvest of shellfish in
the Masonboro Sound Area.
PROPOSED PROJECT:
The Cape Fear Public Utility Authority (CFPUA) proposes to extend water distribution system and sanitary sewer
collection system to serve citizens located off Masonboro Sound Road. As stated, the application states that the project
area is within the City of Wilmington's 1998 Annexation -Area as required by general statute, which currently uses
individual septic tank systems with subsurface disposal of wastewater. The acting agent along with the CFPUA requested
a scoping meeting which was held at the Wilmington Regional Office (WiRO) on June 25, 2012 to discuss the proposed
project with the interested review agencies, which included: NCDCM, NCDWQ, NCDLR, NCWRC, NCDMF and
representatives with the USACE. The application also states that public meetings were held for the landowners within and
adjacent to the project area to attend and have the opportunity to provide comments and input for the project. The
application also includes the names and addresses of the properties with established easements already obtained along
with the ones which the CFPUA are currently in the process of obtaining easements for the proposed extension.
The project would consist of the construction of approximately 2,600 linear feet (LF) of 6" water main, approximately
1,170 LF of 2" water main, approximately 1,800 LF of 10" sewer main, approximately 10,990 LF of 8" sewer main,
approximately 1,500 LF of 4" sewer force main and one (1) sewer pump station. The majority of the new system would
be installed within highground, under existing pavement or adjacent road shoulders, within the right -of -ways of existing
State roads and/or streets. Of the projects approximately 18,060 LF of pipe, only approximately 500 LF would be installed
within jurisdictional §404 wetlands. In areas outside of road right -of -ways, clearing and construction would be limited to
an approximately 30' in width corridor, centered on the pipe installation. Typical trench dimensions would be
approximately 6' in width and approximately 6 -8' in depth. The applicant proposes to use mechanical excavating
equipment to trench, place bedding stone, bed pipe, and backfill to original grade. All excavated material would be
temporarily contained by adequate sedimentation and erosion control plan and strictly followed during and after the
construction until all sites have stabilized. In jurisdictional §404 wetlands areas, the applicant states that all excavated
material would be placed on adjacent upland areas to avoid double handling or stockpiling in wetlands and would be
returned to the original grade and replanted with proper vegetation in accordance with erosion control plan.
The project includes approximately 0.026 acres of high ground area designated for the proposed pumping station in the
location between the Seabreeze and Oyster Bay Subdivisions, which would be located towards the terminal end of
Seabreeze Blvd. along Benton Ave. The station would include an access gravel driveway, measuring approximately 12' in
width, which would require the installation of dual 30' in length by 24" in width Class II reinforced concrete pipe (RCP)
with flared end sections within the existing RPW, aforementioned. The proposed pumping station has been designed with
top elevations of approximately 2' higher than the 100 -year flood elevation and would include fencing approximately 6'
in height. The proposed pumping station would also include a valve box, wet well, electrical panel, and emergency
generator. Upon completion of installation, all disturbed areas would be re- vegetated per the approved erosion control
plan.
As stated, the proposed gravity sewer would be constructed by open cut excavation in a linear route from the proposed
pump station towards the west to serve the Seabreeze, Oyster Bay and Cabbage Inlet Subdivisions, along with the
properties located across Masonboro Sound Road, which are located along Shorewood Hills Dr. The new system would
also extend towards the north, which would connect to an existing manhole associated with the existing system for the
properties along Dalkeith Road, aforementioned. The proposed sewer route would continue to the properties within the
Pinemarsh Subdivision located across Maxwell Place Lane located on the western side of Masonboro Sound Road. The
proposed water main installation in this location of the Pinemarsh Subdivision would be directional drilled under the
existing RPW under the existing 30' access easement driveway to existing residences. The proposed sewer line would
continue towards the north along Masonboro Sound Road to an existing manhole located between Finian Dr. and Orchard

CFPUA - Masonboro Sound Road Water and Sewer Extension
Page 4
The application states that the route of the new sewer had been designed to provide slope from the existing gravity sewer
to limit the number of proposed pump stations to one. The application also states that the method treatment and disposal
of the sewage would take place at the existing McKean-Maffit Waste Water Treatment Plant (Southside), which is owned
and operated by the CFPUA. The NC Division of Water Quality has issued a State Non - discharge Sewer Extension Permit
(WQ0020773) and Stormwater Permit (W8020101). The NC Public Water Supply has issued a Water Distribution Permit
(01 -0219) to the CFPUA for the project (See Sheetsl -1 through 1 -4, Al through A15, B1 through B2, C1 through C4,
DTl through DT12 and El through E5).
10. ANTICIPATED EMPACTS
The construction of the proposed pump station would result in a total land disturbance of approximately 1,118 sq. ft.
(0.026 acres) of highground, which would result in total impervious area of 0.4% within the 575' SA -ORW Estuarine
Shoreline AEC. The proposed installation of the proposed culverts associated with the gravel access drive to the pump
station would impact approximately 150 sq. ft. of jurisdictional §404 Wetlands to allow water to flow within the existing
road side ditch/RPW. The proposed installation of the new sewer lines would result in the excavation and temporary
disturbance of approximately 10,454 sq. ft. (0.24 acres) of jurisdictional §404 Wetlands. All areas will be returned to the
original grade and replanted with proper vegetation in accordance with the sedimentation and erosion control plan. Total
upland disturbance for the proposed sewer and water line extension would be approximately 16 acres. If construction is
timed to avoid periods of peak biological activity and conducted in strict accordance with the approved sedimentation and
erosion control plan, long term impacts should be minimal.
The application states that the NH 0780 Masonboro Sound Historic District 1992 would not be disturbed by the proposed
project. The application states there are four (4) structures within the project area that are listed on the Register of
Historic Place and the proposed utility construction would be located greater than 50' from the existing structures.
Submitted by: Robb L. Mairs Date: 01/11/2013 Office: Wilmington

BMW
APPLICATION for
Major Development Permif
(ft.t mvh"a
North Carolina DIVISION OF COASTAL MANAGEMENT
r � �* r�ttit; ��Itcanf�`L�ir�l'nwlt�'Jt#1fia_ #r�tt
r
- - - • ••
Business Name
Cape Pear Public Utility Authority (CFPUA)
Project Name (If applicable) Masonboro Sound Road
Water and Sewer Extensions
Applicant 1: First Name
Frank
MI
Last Name
Styers
Applicant 2: First Name
MI
Last Name
Agent/ Contractor 1: First Name
If additional applicants, please attach an addfflonal pagefs) with names listed
Last Name
Mailing Address
235 Government Center Drive
Po Box
city
Wilmington
State
NC
ZIP
28403
Country
USA
Phone No,
910 - 332 - 6560 ext.
FAX No.
910- 332 -6352
Street Address (if ddferent from above)
City
state
ZIP
Email
Wilmington
NC
<Form continues on back> DCM WILMINGTON, NC
N 0 V 0 1 2012
252.808 -2808 :: 1- 868- 4RCOAST :: wwrw.ncc0astal manage ment.net
Business Name
WK Dickson & Co., Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Thomas
C
Hubard
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
Po Box
City
State
909 Market Street
Wilmington
NC
ZIP
Phone No.1
Phone No. 2
28401
910 -762
-4200 ext.
910 - 442 - 1850 ext.
FAX No.
Contractor #
910 -762 -4201
Street Address (ff dffemnt nom above)
city
State
ZIP
Email
<Form continues on back> DCM WILMINGTON, NC
N 0 V 0 1 2012
252.808 -2808 :: 1- 868- 4RCOAST :: wwrw.ncc0astal manage ment.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
RECEIVED
<Form continues on next page> DCM WILMINGTON, NC
NOV 0 1 2012
252 - 808 -2808 :: 1- 888.4RCOAST :: www.nceonstalmanagement.net
County (can be multiple)
Street Address
State Rd. #
New Hanover
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
Subdivision Name Oyster Bay,
city
State
Zip
Windchase, Masonboro Sound
Wilmington
NC
.
Phone No.
Lot No. (s) (Jf many, attach additional page with list)
- - ext.
,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Intracoastal Waterway, Masonboro Sound
c. is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
NNatural ❑Manmade ❑Unknown
Intracoastal Waterway, Masonboro, Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
City of Wilmington, North Carolina
RECEIVED
<Form continues on next page> DCM WILMINGTON, NC
NOV 0 1 2012
252 - 808 -2808 :: 1- 888.4RCOAST :: www.nceonstalmanagement.net
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
0 (zero)
696,000
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NIA
NWL (normal water lever)
(if many lot sizes, please attach additional page with a list)
Varies from T to 20' ®NHW or ❑NWL
e. Vegetation on tract
The tract is residentially developed with grass lawns and some lightly wooded areas.
f. Man -made features and uses now on tract
There are single - family homes around the project area.
g. Identify and describe-the existing land uses adlacen to the proposed project site.
The adjacent area to the project is residential.
h. How does local government zone the tract?
L Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
Residential
❑Yes ❑No MINA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes MNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
L Is the proposed project Dated in a National Registered Historic district or does it involve a U§Yes ❑No ❑NA
National Register listed or eligible property? Construction will be more than 50 feet from register structures.
RECEIVED
<Form continues on next page> DCM WILMINGTON, NC
NOV 0 1 2012
252 - 808 -2808 :: 1- 888.4RCOAST :: www.nceonstalmanagement.net

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes []No
(0) Are there coastal wetlands on the site? MYes ❑No
(iii) if yes to either 0) or (ii) above, has a delineation been conducted? 5OYes ❑No
(Attach documenlaflon, if available)
n. Describe existing wastewater treatment facilities.
The project will be served by the McKean- Maffit (Southside) Wastewater Treatment Plant owned and operated
by CFPUA.
o. Describe existing drinking water supply source.
The potable water supply is the CFPUA Drinking Water System.
p. Describe existing storm water management or treatment systems.
N/A
a. Will the project be for commercial, public, or private use? ❑Commercial ®Publi JGovemment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The project will provide **ter and sewer to a residentially developed area currently served by wells and
septic systems. CFPUA will operate the proposed water and sewer system.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each We
of equipment and where it is to be stored.
The water and sewer will be constructed by typical opentcut construction using excavators and backhoes.
d. List all development activities you propose.
Water and sewer systems including a wastewater pump station.
e. Are the proposed activities maintenance of an existing project, now work, or both?
New work
f. What is the approximate total disturbed land area resulting from the proposed project? ❑Sq.Ft or ®Acres
16
g. will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h. Describe location and We of existing and proposed discharges to waters of the slate.
There are no new proposed discharges to Waters of the State.
I. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No ®NA
j. Is there any mitigation proposed? ❑Yes WNo ❑NA
If yes, attach a mitigation proposal.
<Form continues on back> DCM WILMINGTON, NC
Nov 0 12012
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1,

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
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a. A project narrative.
b. An accurate, dated work plat (including plan view and cross - sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, dearly indicate on maps, plats, drawings to distinguish
belween work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
.; -- -- - Na. J
Name Phone No.
Address
f _
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Erosion and Sedimentation Control - NHO21190 Stormwater Management - W8020101:
NCDENR Sewer - WO0020773-. and NCPWS Water- 010219.
h. Signed consultant or agent authorization form, if applicable.
I. Weiland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S.113A 1 -10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy AcL
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that i am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up
monitoring of the project.
I further certify that the information provided in this application is truthful to the �best �ofmy knowledge.
Date �0 �/ 5 Z' Print Name �A�Y S T- / eG
A
Signature
Please indicate application attachments pertaining to your proposed project.
WDCM MP -2 Excavation and Fill Information ®DCM MP -5 Bridges and Culverts
®DCM MP-3 Upland Development RECEIVED
ODCM MP-4 Structures Information DCM WILMINGTON, NC
NOV o t 2012
252. 808.2808 :: 1. 888- 4(RCOAST :: www.nccoastatmanagement.net

Masonboro Sound Rd Area Annexation
Properties
with Easement Already Obtained
Mu
ft@@
ft
a
5649
DALKEITH
RD
WILMINGTON
JOHNSON ROBERT W CHRISTIANA L
5601
DALKEITH
RD
WILMINGTON
ABERLE THOMAS M EMILY A
5633
DALKEITH
RD
WILMINGTON
MERTESDORF ROBIN F REVOCABLE TRUST
7627
MASONBORO SOUND
RD
WILMINGTON
PINE MARSH PROP OWNERS ASSOC
7807
MASONBORO SOUND
RD
WILMINGTON
KOLLING KENNETH P MARY A
7859
MASONBORO SOUND
RD
WILMINGTON
TIBBETTS ROBERT B COLLEEN E
7815
MASONBORO SOUND
RD
WILMINGTON
ARCADIA PROPERTIES LLC
218
WINDCHASE
LN
WILMINGTON
POINT STUART W CRISTINE C
212
WINDCHASE
LN
WILMINGTON
STANLEY JOHN H PATRICIA G
311
CABBAGE INLET
LN
WILMINGTON
KOTZ KENNETH W NANCY BETH
200
WINDCHASE
LN
WILMINGTON
HILL JAMES S ALICE V
312
WINDCHASE
LN
WILMINGTON
POINT CRISTINE C REV TRUST
303
CABBAGE INLET
LN
WILMINGTON
MORRIS RUSSELL M DIANE SUE
300
CABBAGE INLET
LN
WILMINGTON
OPPER FREDERICK H SHERI
302
CABBAGE INLET
LN
WILMINGTON
HATTON BRYAN HEATHER
307
CABBAGE INLET
LN
WILMINGTON
VARNER CONRAD W DIANNE W
234
CABBAGE INLET
LN
WILMINGTON
BADGER SYLVIA K
314
CABBAGE INLET
LN
WILMINGTON
POINT CLAN 1 LLC
318
CABBAGE INLET
LN
WILMINGTON
WILTON WENDELL B KATHERINE C
325
SEABREEZE
BLV
WILMINGTON
HILL ROBERT 0 JR NINA M
340
CABBAGE INLET
LN
WILMINGTON
POINT CLAN 2 LLC
216
OYSTER BAY
LN
WILMINGTON
KJM MANAGEMENT LLC
224
OYSTER BAY
LN
WILMINGTON
LEE MITCHELL D QUAL PERS RES TR ETAL
8006
MASONBORO SOUND
RD
WILMINGTON
FALES CLARA H HRS
5625
DALKEITH
RD
WILMINGTON
SOUTHERLAND JOYCE F
7823
MASONBORO SOUND
RD
WILMINGTON
MCALLISTER NANCY LIFE EST
206
WINDCHASE
LN
WILMINGTON
OBRIEN SUSAN L P F
215
WINDCHASE
LN
WILMINGTON
PSP ENTERPRISES LLC
7919
MASONBORO SOUND
RD
WILMINGTON
HILL ROBERT O JR NINA M
7801
MASONBORO SOUND 1RD
IWILMINGTON IBROWN
PHILIP MICHAEL JR CHRISTY M
Remaining Easements
7705
MASONBORO SOUND
RD
WILMINGTON
WHITTED JOSEPH W JR REV TRUST ETAL
7903
MASONBORO SOUND
RD
WILMINGTON
LABELLE RUSSELL J
7727
MASONBORO SOUND
RD
WILMINGTON
WILLARD FAMILY FARM LLC
7731
MASONBORO SOUND
RD
WILMINGTON
WILLARD FAMILY FARM LLC
327
SEABREEZE
BLV
WILMINGTON
SCULLY KEVIN S MADELINE M
338
SEABREEZE
BLV
WILMINGTON
HARKIN SANDRA S
338
SEABREEZE
BLV
WILMINGTON
HARKIN SANDRA S
7915
MASONBORO SOUND
RD
WILMINGTON
LEONARD JOHN L III ELIZABETH E
7851
MASONBORO SOUND
RD
WILMINGTON
JEWELL E SMITH EMMA P
7739
MASONBORO SOUND
RD
WILMINGTON
HIGGINS GLENDY WILLARD
7719
MASONBORO SOUND
RD
WILMINGTON
WILLARD FAMILY FARM LLC

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
a. fAmount of material to be excavated from below NHW or NWL In b. Type of material to be excavated.
cubic yards. $and, clay, muck, ect .
0 (zero)
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the approxim telV 22.000 cV
number of square feet affected.
OCW OSAV ❑SB
WwL 10.454 []None (Temporary and permanent)
(ti) Describe the purpose of the excavation in these areas:
Excavation is due to the installation of proposed
sewer lines.
_ �� #�VATi)SD�J�1ATR" p se�lrvr►as P�l6 his
a. Location of disposal area. M b. Dimensions of disposal area.
Offsi
c. 0) Do you claim title to disposal area?
QYes []No ®NA
(ii) If no, attach a letter granting permission from the
e. (i) floes the disposal area Include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (St
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
OCW OSAV []SB
AWL A=a oNone
(0) Describe the purpose of disposal to these areas:
Replacing substrate back into
trenched area within wetlands
N/A
d. (i) W81 a disposal area be available for future maintenance?
OYes ❑No ®NA
(ii) If yes, where?
f. W Does the disposal include any area in the water?
[]Yes ❑No ®NA
(ii) If yes, how much water area is affected?
Spoils will be properly disposed. The
majority of material will be placed back into
the trench.
to preconstruction contours. RECEIVED
O 4 .16-111_54INGT.OW, NG
252. 608.2808 :: 1- 868- 4RCOAST :: www.nccoastaimananement.net revised: 1=6106
Nov 0 1 2012
Access
Channel
(NLW or
NWL )
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
Other
(excluding
shoreline
stabilization
Length
N/A
Width
N/A
Avg. Existing
Depth
N/A
Final Project
Depth
N/A
NA
NA
a. fAmount of material to be excavated from below NHW or NWL In b. Type of material to be excavated.
cubic yards. $and, clay, muck, ect .
0 (zero)
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the approxim telV 22.000 cV
number of square feet affected.
OCW OSAV ❑SB
WwL 10.454 []None (Temporary and permanent)
(ti) Describe the purpose of the excavation in these areas:
Excavation is due to the installation of proposed
sewer lines.
_ �� #�VATi)SD�J�1ATR" p se�lrvr►as P�l6 his
a. Location of disposal area. M b. Dimensions of disposal area.
Offsi
c. 0) Do you claim title to disposal area?
QYes []No ®NA
(ii) If no, attach a letter granting permission from the
e. (i) floes the disposal area Include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (St
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
OCW OSAV []SB
AWL A=a oNone
(0) Describe the purpose of disposal to these areas:
Replacing substrate back into
trenched area within wetlands
N/A
d. (i) W81 a disposal area be available for future maintenance?
OYes ❑No ®NA
(ii) If yes, where?
f. W Does the disposal include any area in the water?
[]Yes ❑No ®NA
(ii) If yes, how much water area is affected?
Spoils will be properly disposed. The
majority of material will be placed back into
the trench.
to preconstruction contours. RECEIVED
O 4 .16-111_54INGT.OW, NG
252. 608.2808 :: 1- 868- 4RCOAST :: www.nccoastaimananement.net revised: 1=6106
Nov 0 1 2012

Form ®CM MP-2 (Excavation and Fill, Page 2 of 2)
�: �1����i����i`e�" f _ -; - -• -. - - , , - . � • - .. •�' 7lilsa�c3�l+l9iw� pad
' r' �'' d8��opih9ptiiStiWok�' 1s��fk _��$li%fP= 4�- �3Y/tfcE'itie$� -
B. Type of shoreline stabilization: b. Length:
❑Bulkhead ❑ Riprep ❑Breakwaterls8l ❑other. Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprep
Breakwater/Sill Other
1. Source of fill material.
f. (I) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. IOT�1',�R �x;i ;�i+T1�.S ` - _ - - ', •�'37iits sr�dkn r� eppl�bta
a. (1) Whl fill material be brought to the site? ❑Yes ®No ❑NA b. 0) Will fill material be placed in coastal wellands/marsh (CW).
If yes, submerged aquatic vegetation (SAV), shah bottom (SB), or
01) Amount of material to be placed in the water 0 other wetlands (WL)? If any boxes are checked, provide the
(iii) Dimensions of fill area 3 2 ' X 5 6 r number of square feet affected.
(iv) Purpose of fill ❑CW ❑SAV ❑SS
OWL DJNone
Pup station site grading (0) Describe the purpose of the fill in these areas:
a. How will excavated or fill material be kept on site and erosion
controlled?
Erosion control will be handled according to the
NCDENR Erosion Control Plan.
c (i) Will nav' tional aids be required as a result of the prcject?
Oyes WNo ❑NA
(ii) If yes, explain what type and how they will be implemented.
b. What type of construction equipment will be used (e.g.. dragline,
backhoe, or hydraulic dredge)?
Typical water and sewer monk action equipment
will be used including excavators and backhoes.
d. (i) Will wetlands be crossed in transporting equipment to project
site? Was ONO ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental Impacts.
Silt fence and ground stabilization will be used to
-protect wetlands adjacent to disturbed areas
,* I
I
252 -t30 &2808 :: 1- 888- 4RCOAS4 :: www.nce.aataimanariement.net revised: 92/26/06
DCM WILMINGTON, NC
NOV 0 1 2012

Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and /or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT I
a Type and number of buildings, facilities, units or structures
proposed
Pump Station - Building 1
c Density (give the number of residential units and the units per
acre)
1 (one)
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land- disturbing
activity begins
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No ❑NA
(ii) If yes, list the date submitted
g Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking
0.4%
i Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking
0.4%
j Describe proposed method of sewage disposal
The treatment and disposal will take place at the
McKean -Maffit (Southslde) Wastewater Treatment
b Number of lots or parcels
One (1) lot for pump station building.
d Size of area to be graded, filled, or disturbed including roads,
ditches, etc
1 118 square feet or 0.026 acres
f List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Manhole lids gravel and concrete structures.
h Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
[--]Yes []No [DNA
(u) If yes, list the date submitted
k Have the facilities described in Item (i) received state or local
approval?
❑Yes []No ®NA
If yes, attach appropriate documentation
Plant in Wilmington, NC owned and maintained by CFPUA.
I Describe location and type of proposed discharges to waters of the m Does the proposed project include an innovative stormwater
state (e g , surface runoff, sanitary wastewater, industrial/ design?
commercial effluent, "wash down" and residential discharges) []Yes ❑No ®NA
The pump station will runoff to the ICWW via an If yes, attach appropriate documentation
existing roadside RPW l ` �_ ` ° V' E
J
.' 1, 0 2 2013
252.808 -28082 :: 1- 888- 4RCOASY vv%vvv.nccoastaemana- er"nt- t revised: 12126/06

J ,
Form DCM MP-3 (upiand DP,-,,eiopmev� ,,Paqe 2 of 2)
m Describe proposed drinking water supply source (e g , well, n (i) Will water be impounded? []Yes ONO ®NA
community, public system, etc) (ii) If yes, how many acres?
The proposed drinking water supply source will be a
part of the CFPUA Drinking Water System
o When was the lot(s) platted and recorded?
Date
Masonboro Sound Road Water and Sewer
p If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ONO [INA
Project Name n 1�
aj T �e(ZS I CA44 tER2 `U6LIL VTILfC4 i �� �►T�
Applicant Name
,-J � (4— JTr/1 -lAil
Applicant Signature
252 -$08 -2808 :: 1- 88$- 4RCOAST :: revised: 1226-06

BRIDGES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information
f. BRIDGES R] This section not applicable
a. Is the proposed bridge
[]Commercial ❑Public/Govemment ❑Private /Community
c Type of bridge (construction material)
e (i) Will proposed bridge replace an existing bridge? ❑Yes ONO
If yes,
(ii) Length of existing bridge
(iii) Width of existing bridge
(iv) Navigation clearance underneath existing bridge
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
g. Length of proposed bridge
I Will the proposed bridge affect existing water flow? ❑Yes ❑No
If yes, explain
k. Navigation clearance underneath proposed bridge
b Water body to be crossed by bridge
d Water depth at the proposed crossing at NLW or NWL
f (i) Will proposed bridge replace an existing culvert? ❑Yes ❑No
If yes,
(ii) Length of existing culvert.
(iii) Width of existing culvert
(iv) Height of the top of the existing culvert above the NHW or
NWL
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h Width of proposed bridge
/ Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ❑No
If yes, explain
I Have you contacted the U S Coast Guard concerning their
approval? ❑Yes []No
If yes, explain
m. Will the proposed bridge cross wetlands containing no navigable n Height of proposed bridge above wetlands
waters? []Yes []No
If yes, explain
Z. CULVERTS [I This section not applicable
I Niimher of culverts DroDosed 2 b Water body in which t duly " is1o,b'e�la
Roadside RPW draining to ICWW.
.j�
252- 808 -2808 :: 1- 888- 4RCGAST ;. www_nccoastalmanagement.net revised: 10126106

Form DCM MP-5 (Bridges and Culverts, Pag :. 2 of 4)
< Form continues on back>
c Type of culvert (construction material),
The proposed culverts will be dual 24 -inch Class III RCP with flared end sections within RPW.
d (1) Will proposed culvert replace an existing bridge?
❑Yes ®No
If yes,
(u) Length of existing bridge
(iii) Width of existing bridge*
(iv) Navigation clearance underneath existing bridge _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f Length of proposed culvert 30 feet
h Height of the top of the proposed culvert above the NHW or NWL
10 feet
I Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ®No
If yes, explain
e (i) Will proposed culvert replace an existing culvert?
❑Yes ®No
If yes,
(ii) Length of existing culvert(s)
(iii) Width of existing culvert(s)
(iv) Height of the top of the existing culvert above the NHW or
NWL.
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
g Width of proposed culvert 24 inches
i Depth of culvert to be buried below existing bottom contour
6 inches
k Will the proposed culvert affect existing water flow?
❑Yes 91No
If yes, explain To allow continual water flow within
RPW
3. EXCAVATION and FILL []This section not applicable
a (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ®No
If yes,
(ii) Avg length of area to be excavated.
(iii) Avg width of area to be excavated
(w) Avg depth of area to be excavated
(v) Amount of material to be excavated in cubic yards
c (i) Will the placement of the proposed bridge or culvert require any
high- ground excavation? ®Yes []No
If yes,
(ii) Avg length of area to be excavated 30 feet
(iii) Avg width of area to be excavated 5 feet
(iv) Avg depth of area to be excavated 2 feet
(v) Amount of material to be excavated in cubic yards u_
b (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
,]WL 150 SF ❑None
(ii) Describe the purpose of the excavation in these areas*
Pump station access road /driveway and roadside
T tom. -,
JAN 0'2 2013
252 -808 -2808 :: 1- 888- 4RCOAST revised: 10 /26/06

Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following-
(i) Location of the spoil disposal area The Contractor will be responsible for disposal of excess spoil off -site.
(a) Dimensions of the spoil disposal aPea N/A
(iii) Do you claim title to the disposal area? []Yes []No (If no, attach a letter granting permission from the owner)
(iv) Will the disposal area be available for future maintenance? []Yes ®No
(v) Does the disposal area include any coastal wetlands /marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV OWL ❑SB ®None
If any boxes are checked, give dimensions if different from (u) above
(vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ®No
If yes, give dimensions if different from (ii) above
e (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ❑Yes ®No
If yes,
(i) Avg length of area to be filled
(iii) Avg width of area to be filled
(iv) Purpose of fill
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands /marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected
[]CW ❑SAV []SB
®WL 150 SF ❑None
(ii) Describe the purpose of the excavation in these areas
Installation of culverts. Temporary rock
check dams will be installed for
sedimentation control.
g (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high- ground? ®Yes ❑No
If yes,
(ii) Avg length of area to be filled N/A
(iii) Avg width of area to be filled N/A
(iv) Purpose of fill Spoil will be disposed of off -site.
a Will the proposed project require the relocation of any existing b Will the proposed project require the construction of any temporary
utility lines? ❑Yes [!]No detour structures? ❑Yes ❑x No
If yes, explain If yes, explain.
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the ,,
approval or certification
lo, F `
e Form continues on back> AN G 2 2013
252 -608 -2808 :: 1-888.4RCOAST .: ww.w.nccoastaI- a,tagPrnent net revised: 10/26106

Form DCM MP-5 (Bridges and Culverts, Page 4 of 4)
c Will the proposed project require any work channels?
❑Yes ®No
If yes, complete Form DCM -MP -2
e What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Excavator and backhoe.
g Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ❑Yes ®No
If yes, complete form MP -2, Section 3 for Shoreline
Stabilization only
artvo 2 I to
Date
Mss 6ra S uad W _ W
Project Name
d. How will excavated or rill material be kept on site and erosion
controlled?
An erosion control plan has been submitted to
NCDENR. The plan includes the use of silt fence,
check dams and ground stabilization to control erosion.
f Will wetlands be crossed in transporting equipment to project site?
©Yes ❑No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts
Silt fence and ground stabilization will be used to limit
disturbance to wetlands adjacent to disturbed areas.
CAtar Fig ?v&-1C UTILITY ftUMf,JV r�w� ° rE�S
Applicant Name
Appli t Signature
JAN 0 2 2013
1=
252 -808 -2808 :: 1- $88- 4riCOQST :: www.nccoasgat +tisarsagtr"nt.net revised; 101226106

0
0
MASONBORO SOUND ROAD WATER AND SEWER
FOR
CAPE FEAR PUBLIC UTILITY AUTHORITY
WILMINGTON, NORTH CAROLINA
NOVEMBER 2012
INDEX OF SHEETS
COVER SHEET
I -1 OVERALL INDEX
1 —tA PROJECT LAYOUT
INDEX OF SHEETS - AREA "A"
1 -2 INDEX FOR AREA 'A'
A -1 PLAN & PROFILE — SEABREEZE BLVD. STA. 0+00 -8 +57
THIS SHEET NOT USED
A -3 PLAN & PROFILE — MASONBORO OUTFALL STA. 0+00 -10+50
A -4 PLAN & PROFILE — MASONBORO AREA STA, 10+50 -22 +00
A -5 PLAN & PROFILE — MASONBORO AREA STA 22 +00 -32 +08
A -6 PLAN & PROFILE — MASONBORO SEWER EXTENSION STA. 0+00 -1 +82
A -7 PLAN & PROFILE — OYSTER SAY LANE STA. 0+00 -11 +00
A -8 PLAN & PROFILE — WINDCHASE LANE STA. 11 +00 -21 +00
A -9 PLAN & PROFILE — WINDCHASE LANE EXTENDED STA. 21 +00 -24 +27
A -10 PLAN & PROFILE — CABBAGE INLET LANE EXTENDED STA 0+00 -1+92
A -11 PLAN & PROFILE — WINOCHASE LANE EXTENDED STA O+OD - -2 +50
A -12 PLAN & PROFILE — WINDCHASE LANE STA O +OO -2 +35
A -13 PLAN & PROFILE — MULLINGTON LANE STA. 0 +00 -8+01
A -14 PLAN — SHOREWOOD HILLS DRIVE SANITARY SEWER FORCEMAIN
A -15 PLAN — MASONBORO SOUND ROAD WATER EXTENSION
INDEX OF SHEETS — AREA "B"
1 -3 INDEX FOR AREA 'B'
8-1 PLAN & PROFILE — CABBAGE INLET LN. / JACOBS CREEK LN.
B -2 PLAN & PROFILE — JACOBS CREEK LN./ BIG BAY DR.
NOTICE REOUIRED
ALL EXISTING UNDERGROUND UNITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR PRIOR
TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UNITIES
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE
AREA OF PROPOSED EXCAVATION AT LEAST r%O WORKING DAYS, BUT NOT MORE THAN TEN
WORING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
CONTACT 'CAROl INA ONE CAIN ' AT I -A"fl -632 -4949
PRIOR TO DIGGING CONTACT THESE UTOJTIES:
CAPE FEAR PUBLIC
UTILITY AUTHORITY
NEW HANOVER COUNTY
AY/SEMER)
(INSECTIONS)
-0-
St 1-910-798-7175
PROGRESS ENERGY
BELLSOUTH
PH: 1- 800 - 452 -2777
ATTN: STEVE DAYVAULT
PH: 1- 910-341 -074t
PIEDMONT NATURAL GAS TIME WARNER CABLE
EMERGENCY PH: 1- 800 - 356 -2593 PH: 1- 910-763 -4638
LOCAL PRt 1- 910 -392 -2931
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
Y 1011 V 1 1 1 lY1L'11<
NOT TO SCALE
ENGINEERING
FRANK STYERS, P.E.. DIRECTOR
JAMISON FAIR, AJ.C.P„ PROJECT MANAGER
4
�0 8 as
2, e4't
,REA
INDEX OF SHEETS - AREA C
1 -4 INDEX FOR AREA 'C'
- - -1 C -1 PLAN & PROFILE — MASONBORO SOUND ROAD STA. 0+00 -6 +00
C -2 PLAN & PROFILE — MASONBORO SOUND ROAD STA. 6+00 -12+00
C -3 PLAN — MASONBORO SOUND ROAD
C -4 PLAN — MASONBORO SOUND ROAD
I
i
INDEX OF SHEETS - DETAILS
OT -1 LIFT STATION NO. I DETAILS
OT -2 LIFT STATION DETAILS
DT -3 MISCELLANEOUS DETAILS
1 DT -4 MISCELLANEOUS DETAILS
OT -5 MISCELLANEOUS DETAILS
OT -6 MISCELLANEOUS DETAILS
DT -7 MISCELLANEOUS DETAILS
I OT -8 CFPUA DETAILS
DT -9 CFPUA DETAILS
DT -10 CFPUA DETAILS
OT -11 CFPUA DETAILS
I DT -12 CFPUA DETAILS
1
i
I
t
INDEX OF SHEETS — ELECTRICAL DESIGN
E -1 PS — ELECTRICAL PLAN, NOTES, LEGENDS. AND DETAILS
E -2 PS — ELECTRICAL DETAILS, RISER & SCHEDULES
E -3 PS — ELECTRICAL DETAILS
E -4 PS — LADDER DIAGRAM
E -5 PS — CONTROL PANEL
20130044
:N
P�EPWtEO.BY' -
909 MARKET STREET
VAUMT01t NC 26A01
(9103 762 -4200
DICKSON Ofte L "10M North Qrolbo
OOIIR9YMIY .,bp9lry�yT. . SoUth CWdlMQ
1005&04 WL "C UCCASE _074
FINAL DESIGN — NOT RELEASED FOR CONSTRUCTION

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CONSTRUCTION
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EXISTING FEATURES
-- OMM SZ v PAV09 M - - - • 40 scDANDS
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oalm muclutY LtWR
CmIRMD mr»ws lu m
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Oman Uam vac Mlym
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tmsm sal
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PROPOSED iEA1LRE5
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PROPOSED SSMEMEW RA1W4
lusm DROP no
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Cmtao Siam Sam
GYM P NKM CORONA Om/NVNR
i'
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Cos" TIME
` • PMIOPDYO SANRARY SETA aEANDUT
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O Fewaso SAHFTARY am UNSK E
d Coma Fm N10RANT
PRaPDezD oAwrARr lOa MW
-• - - • - - - CmTVn RANK MAN
PROPOSED TOOKPAY SLT FORE
0 Om1En illm MRTOR ANNNNNNN gppORW RAWON %= SOON UNM
u+ cxgm LN1m WALK ® PMNmem SWK om DAM
Om m YNINRONIIED Ou IRE
olow UTAH EAS011m E PROERSa 1EATa SONIIC[
o PROPOSm AdVVACUW MILK
8 Ombn S AMY IMRaml(T
CLEOIro im mum am Raalac � TI PORARY no FRD1EC110N
GENERAL NOTES
1. THE DIODGER HAS MADE ALL POSSOLE ATTEMPTS TO LOCATE E70STWG
uMiltM ET 6 NNE CONTRACTOR'S RC90MWTV TO FIELD-VERIFY
THE LOCATIONS OF ALL UT87M PAM TO CONSTRUCTION BY OBSERVATOM,
ELECTROaC CEVWM HAND DMING AND PERSONAL CONTACT IRT14 THE UTBJTY
cmwm B. CONTRACTOR SMALL NOM ENDOW OF ANY CONFLICTS ANY
DAMAGE TO UW ES RIOIRRFD DURING CONSTRUCTION 6 THE P6PONSBUTY
Q THE CONTRACTOR AND 6 TD BE REPAIRED AT TEE CONTRACTOR'S OvEmm
CONTRACTOR SMALL ALSO BE RESPONSIBLE FOR ANY FOES OR LOST SEANCE
RKIO&M CARWMA ONE CAL TELEPHONE NUMBER 6 1- BOO - 0.72 -4941L
2. MOa1UM SEPARATOR DISTANCES BETIIEEM WATER AND SENER LAMES
A IC LATERALLY
S. AT CROSSINM 18' VERTMALLY -WATER OVER SETTER
C. STORM SEVER -IY VERTICALLY
S EROSION AND SEDIMENT CONTROL PROCEDURES MUST BE MAINTAmED
DUFMc DIE F2H= COHS94XI M POM 0 [fAl3 AND LOOSE SOIL
ON A0.61CU T STAEM MUST BE CONTROLLED THROWN DAILY
CLEA INQ 06TURBED EARTH AREAS MUST 89 STAWLIZED WM01 7
DAVE FROM COMPLEDOM OF CRA00H7 ACTWES.
4. FOR MWWAYS PAVEMENT PATO MG AND RESURFACING MUST BE COMPLETED
WT IN S DAYS A TER COMPLETION OF CRAOOLG ACTMVITFS. SMALL PATCH
ARM CAN BE MANTANED " TEMPORARY PAVEMENT OR ABC STONE UNTO.
POOL41 " PATCH= 6 COMPIEIL
S. CONTRACTOR SMALL COMPLY WI1N ALL CONDITIONS, SPEOnCA106 AND SPECIAL
PROMS 016 OF THE APPROVED MCWT ENCROACHMENT AOIEEERMT WHILE RODOW
NOUN CLOT R04T OF WAY.
L CONTRACTOR SMALL FOE GRADE AND STABOFTE DISTURBED AREAS ON AN 'AS-YOU-
OW BASIS ND MORE THAN 200 FEET OF CLOSED TRENCH SMALL REMAIN RIINOJT
FWAL GAAOHIQ SFEDDM; MULQ*A ETTS, AT THE END OF ANY WORNOAY.
7 FOR OPEN -{UT GRDSWM OF CO7ORM DRIVEWAYS AND WALKNAYS, COPTRACTOR
SMALL REMOVE CONCRETE TO 114E NEAREST JOINT PRIOR TO MOM THE TRENCH.
e PRIOR TO OSOIRBANCE. OONTRACTOt STALL PHOTOOUW4,OR,% T%K PROM OWVEPAY,
SWEW M ETC. TO BE WTURBED. EACH SMALL BE ObO 1l7lii JQem1Al- mRnaM
OR BETTER. �-
A CONTRACTOR 9 LL MNMTABI A MEANS FOR 01GESS\ECRESS TD EACK w DLaD kopi, Y`AT
ALL TIMES. -`
10. MAA BO S, SOS, ETC.. THAT MUST BE DISTURBED SHALL BE MOM MIT NOW THE SAME WWWAY BY THE CONTRACTOR Ay -) 11. CONTRACTOR SMALL PLAIT AND CONSTRUCT MORN 50 AS TO CAUSE 17 50
TO THE ONNER(S) AND THE PUBLIC, 714E CONTRACTOR STALL PROME. ERECT AND
AT ALL TOES ONN1G THE PROGRESS OR IDWORW SM04SM OF WORK. SRTABI[ BARRIERS.
mecEESARY�To maw SAFm Or THE PUBUC� W THE
u
CONSTRUCRON WORK. CONSTRUCTION SMACK SHALL BE a TBtN
EDRWN OF *CONSTRUCTOR AND MANNTEUONCE OPERATIONS SUPPLEMENT TO THE
UNFORM TRAPTIC OONTR% DENCES BY THE N=T. -
IL ALL WTORA. CLEARED AND GRUBBED BY ME CONTRACTOR IN ORDER TO CONSTRUCT THE
MILK. SUCH AS TREES. %UVAINK FEMCM ETC„ SMALL BECOME THE PROPERLY OF THE
CONTRACTOR AND SHALL BE PROMBLY DWOSED OF OW -STE.
13 MANHOLE RIN ELEVATIONS ARE APPROMATE MARE M AHNO E GAKRS 'FWSG. OR SJOI7IY
ABOVE FMMED GRADE. THE SURROUNDING GRADE SHOULD BE SLOPED GENTLY AWAY FROM THE
COVER TO PROIEOE POWIVE SURFACE DRAOFACE AWAY FROM THE MANHOLE COYER TM MUST O
PROMOED ON ALL R MALLATAN5 UNIM NOTED OTMFRIBSE ON THE PLANS OR DIRECTED BY THE ENOUEFR
s
MASONBORO SOUND ROAD -�
OVERALL INDEX SHEET
WATER AND SEWER N0.

EXISTING
�! MANHOLE
L
e f rl
�c
J
�WIA #I
a
CONNECT TO —/ RPW
EXISTING WATER LINE
il f
REV N0. DFStliIPTION DATE
REVISIONS
a
t
oil,
Wetland Area
LEGEND
Permanent/
Temporary
Disturbance
WETLANDS
Disturbed
Wetland Areas
Acres
SANITARY SEWER
1
FORCE MAIN
Temporary
WATER LINE
012
MEAN HIGH WATER LINE
— —nu — —
COASTAL WETLANDS
— —ntc— —
575' AEC SETBACK
-
W
.404 ETLANDS
— -- - -- - --
FLOOD PLAIN (AE ZONE)
-- — — --
COASTAL SHORELINE (30' BUFFER FROM MHW)
0.02
EXISTING DALKEITH ROAD SEWER LINE
4
RPW
Temporary
NATIONAL REGISTER OF HISTORICAL. PLACES
007
NH0780 MASONBORO SOUND HISTORIC DISTRICT 1992
Wetland Area
Wetland Type
Permanent/
Temporary
Disturbance
Disturbance
Width (ft)
Disturbed
Wetland Areas
Acres
Sheet
Number
1
Wooded
Temporary
30
012
A8
2
Wooded
Temporary
SO
0003
A3
3
Wooded
Tempordry Tempo
35
0.02
A4
4
Wooded
Temporary
35
007
RPW
Ditch
Temporary
30
10 Linear Feet
*Acres
Total =
0.213
YT._,, VICINITY MAP
AV I
EXISTING
A1rTN FLOOD PLAIN (AE ZONE) ; I c 1 f MANHOLE
MCA A ; CROSSING BY p - I I
ROME DIRECTIONAL s
m
Q DRILL / RPW f l 11ASOAg� R9
AEC.
9F, / AEC
— \ / rte .
WIA #2 EXISTING ; �' l 1 4eC
MANHOLE
iu WIA 44
t WIA #3
COA AL A .404
-z
I I 1
INTRACOASTAL WATERWAY - zso a 280 500
TCH
WAwl GL
SCALE OM
909 YARKET STREET
RFI ASE0 FOR
I DATE
`- -
01 -
ALL 7012
Ty�OY�
JIM
(910) 782 -4200
D816SON-Offt. L—tl&- North Cm
community InfrostmCture crosultmw South Cmdhi
TCN
100M,04,91.—
wa<Mwn
wm ua
CM61 UCTM
11/15/2012
ri°O gl.
RECORD OOC
NC UCENSE NO. F -0374
' S,
IhEF
n,
YT._,, VICINITY MAP
AV I
EXISTING
A1rTN FLOOD PLAIN (AE ZONE) ; I c 1 f MANHOLE
MCA A ; CROSSING BY p - I I
ROME DIRECTIONAL s
m
Q DRILL / RPW f l 11ASOAg� R9
AEC.
9F, / AEC
— \ / rte .
WIA #2 EXISTING ; �' l 1 4eC
MANHOLE
iu WIA 44
t WIA #3
COA AL A .404
-z
I I 1
INTRACOASTAL WATERWAY - zso a 280 500
TCH
WAwl GL
SCALE OM
909 YARKET STREET
RFI ASE0 FOR
I DATE
0,
9ALNINOTON- NC 28401
ALL 7012
Ty�OY�
JIM
(910) 782 -4200
D816SON-Offt. L—tl&- North Cm
community InfrostmCture crosultmw South Cmdhi
TCN
100M,04,91.—
wa<Mwn
wm ua
CM61 UCTM
11/15/2012
ri°O gl.
RECORD OOC
NC UCENSE NO. F -0374
I
- NOT
?4 - MASONBORO SOUND ROAD I -1A
024984 _ PROJECT LAYOUT
,� WATER AND SEWER N0.

I 7919
CED
L
CONNECT TO COMO WATERLINE
6" C900 PVC
1-4r TAPPING SLEEVE AND VALVE WATERLINE Q-376D
Q: MH A I
STA--0+78 t s' 4s, mi SEND
_C3 N 153219.3
2 45' 111 Cm PVC 20' CONCRETE
E 2345W&4 mi amDS OPEN CUT AND
• -MH A-2 WATERLINE
STA_ 4+78 PATCH
15300&8 21* GRAVEL OPEN
EN 2346203.5 CUT AND PATCH 435 LF OF 6"
PC DIP
I ca INSTALL r WATERLINE MIN
18' BELOW EXIST. CULVERTS
EXIST. CULVERTS 4 A-31' 323 j�
I
7 STA. 7+130 30 LF Of V
IK 10.7 14
I PC 3w Dip
E
T­__
_j ur WL 5w. rf.v.
-7
4
.6 leli -iRy 151 LF Or 6' PC 35NO
mi S
ag)
lmr! � rl -e " , --- I S' 4V MJ 6
.5) PIPE A-3 END
a 'V� i7
3
AIR/ VACUUM CALVE 6' SDR 18 PVC*FORCEMAIN M4
6, 27-51 mi SEND
CONNECT TO 6- SDR 18 PVC 5. (wr 15' ASPHALT OPENI
IV 22.5' MJ BEND is Pvc
EXISTING MH FORCE MAIN CUT AND PATCH I
STA - 0+00
"239.5 INSTALL S' FORCE.—
IN I IN' BELOW EXIST_ CULVERT
E 2345791.3 14.7 230 .i CUT r C900 PVC
WATERLINE
r 45*
57S AEC SEMMACK
NOTE. SCALE 9M
CONTRACTOR TO MINUZE ASPHALT CUTS TO THE MAXIMUM
MOIE:*
EXTENT PRACTICABLE. CONTRACTOR SHALL FIELD V01IFY 1. CONTRACTOR TO VERIFY THE LOCATION OF 20 40 so Z. w
WIDTH AND LENGTH OF CUT NEEDED WITH ENGINEER PRIOR TO WATER AN SEWER SERVICES WITH INDIVIDUAL
E NECESSARY 70 HELP MINIMIZE TRENCH WIDTH. 7- CONTRACTOR TO 414
EXCAVATION. CONTRACTOR SHALL USE TRENCH BOX AS i PROPERTY OVIINERS.
NECE INSTALL TREE PROTECTION
TO PR07ECT TREM REPAIR GRAVEL ROAD. E SHT.
3. CONTRACTOR M A-6)
NR /:VACUIJM VAL�'VE
_7
t - . : - 32
57V AEC I
EXISTING GRADE
T _aNtqp 28
STM I
r
S A 3+47
6.
350 DIP IN f 2kLW_ LF - lv!m 3!6 DIP
WATqLI
L
28
WA I
24
__4 I
31
-'- F* WA
--i— 7�
V MIN. IVER j I
- ZI- -L- Al
24
— ----- 71
*P-0 0.
COVER
M 20
LF
20 9p
_T_
-T
139 LF. Ir PC 350 D.I.P. �111 PC- *0 A
C� 16
qTANnARD SUER NOTES•.-
16
I SEWER GUARDS REOUMED AT ALL MANHOLES. STAINLESS STEEL
SEWER GUARDS REOLARED AT MANHOLES LOCATED IN TRAFFIC
-CAI A PUBLIC UTILITY AUTHORITY
­7 AREAS.
GENERAL NOTES.-
7 AT 12
2. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE
EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM, DITCH Ill-DE-SACS ARE REQUIRED TO BE
I. NO R/W LINE. SERVICES IN
12 OR DRAINAGE -WAY. t
PERPENDICULAR, OR MUST ORIGINATE IN MANHOLE AND
2 THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND AT RIGHT -OF-WAY LINE. TERMINATE
.
UTILITIES BEFORE ANY CONSTRUCIM BEGINS.
3. ALL SERVICES TYING INTO DUCTILE IRDH MAINS SHALL BE 8
ORARY SEDIMENT A' I CONSTRUCTED OF CLASS 3W. DIP, NTH PROItCTO 40" CERAMIC
3, THE CONTRACTOR IS RESPONSIBLE FOR 7EMP EPDXY LINING.
A
78
53 3
234
37 4
AND 04 SLEEVE VALVE
=/2
586
STA
33i
SEA it kb
-2
.1 _Tlft
Com
Tt
ed EROSION CONTROL ME
RD
ASUREs WHILE CONSMC11ON IS IN PROGRESS. *
4 THE CONTRACTOR is RESPONSIBLE FOR STABIUZA7101N OF ALL
8
4 10' UTILITIES CASEMENT PROVIDED ALONG THE FRONTAGE OF ALL
OISIURBED AREAS. I LOTS AND AS SKOMIN.
4
14 ■ Jc No FLEXIBLE COUPLINGS SHALL BE USED.
5. THE CONTRACTOR is RESPONSIBLE FOR LAY DOWN & STOCKPILE t­ 7 _4 - -
AREAS (TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND
STATE REGULATIONS).
4
N
+
00RUCTIQN
NOT RELE 0
FIN A�SED FbR C
ALi D�SIGN
rin 8+00 9+00 10+00 11+09
■
-1400 0+00
PLAN & PROFILE Al
t4 MASONBORO SOUND ROAD SEABREEZE BLVD.
WATER AND SEWER STA 0+00 8+57
L
M MIJMI SIMI
Dvw IS I F) a f" Lc_-7—
L�U� godh CW-H"
DICKSON a
Sw% Go-om
mc Limim Ka r -OV4
RUEAM MR
PAW
A"Ov"
sma"
01.40"w
1a
,ouneDar
PLAN & PROFILE Al
t4 MASONBORO SOUND ROAD SEABREEZE BLVD.
WATER AND SEWER STA 0+00 8+57
L

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RMEASED "R
DATE
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Oom"Ls
ift
JULY 2M2
1914w
DICKSON
CHUKU WAY
��— —
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POP
SHE
MASONBORO SOUND ROAD 1-2
WATER AND SEWER INDEX SHEET FOR AREA A ZNO.
I
FINAL DESIGN NOT RELEASED
FOR
CONSTRILICTIZ
MASONBORO SOUND ROAD 1-2
WATER AND SEWER INDEX SHEET FOR AREA A ZNO.

PROPERTY olrrrED By W C-900 FORMIAIM SEE SHT. A -6 ;
s CYARA N. FALE4 NRS 3 ;•'t - .. .. T" 1 ;xu
8g L TREES SM BE RRMOED �v .t " r' "`,' ; t'� t• 6 —'j 1 i `�I ( 8��' CT unean SEWER NOTES
4Li #,��, _ t. ELEVATION CONVERSION FOR FLOOD PUYN 91 NAVD88 TO J 1. SEYMER GUARDS f�OUIRED AT ALL MANHOLES. STAINLESS STEEL SEMIER GUARDS
2 - 5+ MAGNOLIA �- .•,ie>hr. � DESIGN DATUM NGV029 IS t0.95'. /'\ •� _ REQUIRED AT YMINOIES LOCATED IN TRAFFIC AREAS•
2 - 12+ OAK. ,1 -
lt 3 - 8+ OAK • ^+ �. <
-RELOCATE �'_ r- - J 1 / 2. SERVICES SMALL BE PERPENDICULAR To MAW AND TERMINATE AT R/W LINE. SERVICES IN
Id, -OAK a' T'OMER POLE " I 1` i CUL -DE -SACS ARE REOUIRED TO BE PERPENDICULAR, OR MUST ORICNAIE M MANHOLE
/ AND TERMINATE AT RICHT -OF -WAY UNE.
- - - -- — 1
1Y - MAGNOLIA :r , u jp: TREE PROTECTOR I
is- - OAK) �Y _ -`�" - awry (TYP) - ..w v, =rr 7919 ,
- T- Z ALL BATH P S ECTO WTO DUCTILE IRON MAWS SHALL BE CONSTRUCTED OF CLASS 350,
4 s• � ,.� �• •'� 0�, WITH PROlECTO 401 CERAMIC EPDXY L001'IG.
4 CABBAGE INLET LIFT `�f' _ .t " : _ M
{ -+ `-
STATION N0. 1 +"-'•�,- ,: °: -� 'i• _ -- -- L_ ---- - - -- -- — f�' I ; - 4. 10' UTILITIES EASEMENT PRONGED ALONG THE FRONTAGE ALL LOTS AND AS SHOWN.
STA- 0+00{ s ( 1_
N 152398.2 A_5"�— _ 323 — }~ I �\ 5. No FLEXIBLE COUPLINGS SHALL BE uSED.
_ E- 2348621.6
,
(SEE SHT. OT -1):,. s i"� \ "� - I — -�
F 30 LF ��(2) 24' Cl pl RCP CULVERTS F \
- — STS s+75 y� 7 7919 x
t �, , /'` 332 N 75+75
�. WITH 24 F E& ON DOVINSTREAM END f p,> 1 y. E 2348MO d !
> INV. U4 1/ a our n ta42 (1.9010 ' \ 7915
B k / 19' OPEN CUT ` �(
16`1x. GF - AND ?ATE+ \tno`
a SYNTHETIC MArnNG v / : -�• �, 3t00 T- I
ap ROCK BECK DAM (TV. J / `� cc �" o. �: / - ,. I
ABANDON
PROPOSED 6+
C-900 \i� r e t !"
i(i PVC WATERLINE 1 "` -
a�y �•: wx. 6\ �0' Y * �• / TREE.TO ,�, A_7 ilrr ` '' ,I _-t- ft ley I 1t'1 P_E A - -g
MJ BEPI '�t1 r \ \REM) . Si1k+T2+83 ` 4 fit + PIPE A -10
N 5255 yt I `� •a :_ _ ( -= ' o.� f
� -..._ E � 2346808.2 ,,, ft, .� —� \ -_�, M'•J�` 3- z.; . - • �/ '���, !' I �.y ,�
DEFLECTION ? `% \ / /�� /: ` ," y - _ - U UTT €� T I J SCALE BM `'` • __ '�:
< PIPE A-2 / f j t ` 1+ �/ 1 �` �$ t as 7EMPORARr SILT IY'' { ` r I/Et( A L
HELL A_ FENCE I TREE PROTECTOR 1/
MH A-
N i -- . -- - ]Or[i. h v� .' - - ! STD- 9 +35
UTILITY E�g;IdY ;�, _ . E 234i'143 2 �<>' ROC( CHECK DAY (TYP.)
r 12 SY OF , ��- _ T•`t'•lry ... - /�� t
SYNTHETIC MATTING t11tEE TO 1 d1 _ _ - -- K �- CAPE FEAR PUBLIC UTI TTY AUTHORITY
ROCK CHECK DAY t �' /� I
t + RELOCATE % t j /r \ GENERA Nl 0� - A
S 1 �� ,r -•�' / TAL SHORELINE 3O'i'- 1. NO EXCAVATED MATERIAI. SHALL (iE PLACED IN ANY STREAM. DITCI OR DRAINAGE -WAY.
BUFFER FROM MHW
- -'
i n a aoi r • /� NOTE: 2. 711E CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BEFORE ANY CONSTRUCTION BEGINS.
CONTRACTOR TO MINIMIZE ASPHALT CUTS TO THE MAXIMUM y 7►{E CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES WHILE CONSTRUCTION IS B•1 PROGRESS`
MH A -22 '\ r MH A -6 � / , • EXTENT PRACTICABLE CONTRACTOR SHALL FIELD VERIFY � .•
STA- 0+00 STA- 1t WIDTH AND LENGTH OF CUT NEEDED WITH ENGINEER PRIOR TO 4. THE CONTRACTOR IS RESPONSIBLE FOR STABIUZA710N OF ALL DISTURBED AREAS.
N - 152307 0 \ N - 1S 26.2 EXCAVATION. CONTRACTOR SHALL USE TRENCH BOX AS `
E 2346795.5 E - 2 9. NECESSARY TO HELP M94UN TRENCH WIDTH. _
T S. THE CONTRACTOR IS RESPONSIBLE FOR LAY GOWN STOCKPILE AREAS (lO ARRANGE AND INSIIRE COMPLIANCE WITH ALL LOCAL AND STATE REGULATIONS). \
16
16 I ! ! I 1 __i— _ — '— ! i too YK. FLgoO ELEV i
1
12
— I
I ' _
t 1
i
{ ! 1 J ; -�_ i I I ; �:•- � —I --•'_• --- }- -�"_- I •- �-:- ,'rr� + ---- - - - -' ------- ;----- -[ =-'r � - -- I--- �-- -i- + � �f �t L,r -•''• -'�"' 1 � �� I ' I ,
I
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. 2 - 8
1
-- -(4)
PIPE, A -7 132
PIPE A 131; LF
r I
i _T rm^ nmani, i t j i , I (� <n�;, -- - i _ - I i _ _'cl1 p i i__, =e�• 8
-(8)
Lad.* - - i- f?�pt�
1■ 1 i i p p 1 I_•�sn^m I I__ !_" ..,. ajEj_ "'4 1 j 12
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f ,
- 12 FINALS DESIGN T NOT RELEASED FO ;CO' SCR E)N
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—1 +00 1 +00
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PLAN & PROFILE —
MASONBORO SOUND ROAD MASONBORO OUTFALL
624ge4 �f WATER AND SEWER STA. 0 +00 — 10 +50 N0.

NOM
unu V"M 1. ELEVATION CONVERSION FOR FLOOD PLAIN IN NAYOW TO DESIGN
DATUM NM29 IS +0.95'.
Y,
f
MH A 10 V
13+31
STA-_
N - 153503 0
E - 2347286.2
(77823
wrtki $TING
TREE PROTECTOR MH A-11 PIPE AND IOP GRAVEL OPEN
(TYP) V DIA DROP MANHOLE 5633 f REMOVE EXISTING MANHOLE CUT AND PATCH 47 j
IN 7 Iw 0
E Z;M27.7,
PO-F A-10
AEC
4 ... SETBACK
X",
t3+00
—ML- (A
rn
7+00
lr +14 ^° , n.
77
(Z, AL
20400 rn
rn
i, 'PIK A-12 -4
j2+00
1 =zo
4! 19+00 au
EO —001
S Am __ >
_j
AS
UM+TYOE EAT
p rn I
A
wxft 016DAM. TVP. AL
WETLANQ GENERAL N f
p, -OSED 35' UTILITY EASEMENT
1. PRO CAPE FEAR PURLIC LITJUTY AUTHORITY
1. AMY TOOMOMY aWT08EMM10 l!RIVIY AND THE
AFFEM AREAS
BACK FILL NOTE.
TOP Ir OF TRENCH " MMAL SM MA70UL MH A-12 GENERAL NOIES•
CONTRACTOR TLWZE ASPHALT CUTS TO THE MAXIMUM STA- 19+43
2- W TDIPORARY PLACE10,17 OF EWAVAND OR FILL MATUM 00 WAMIS EXTENT PRACTI CONTRACTOR SHALL FIELD VERIFY 30-rr N 1 9 0
OR WnAMS OLL BE FOR TK ABSOUnt UK" PUM or lIME WICIISSARY VAD7H AND LENG7H.,0F CUT AMED WIN ENGINEER PRIOR TO m, E 234 1 NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM. DITCH
& CRADJACIlf E#ISEMW OR DRAINAGE-WAY.
TO AOCOIVUSH THE WIK SIMOMTATION AM BMW OMIROL MEASURES WALL" i EXCAVATION. CONMCTOR SHALL USE TRENCH BOX AS
BE RwvW AND TIM mATL%x mum RESTORED mTm" rwo mm7Hs Ann THE NECESSARY TO HELP Ml TRENCH 9190TH.
DIVISION OF LAND RESOURCES HAS RnEASM lK PR%Ut UTILITY 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCA71NG ALL UNDERGROUND
3- EACH RZIMMAL CROSSING VU K STAMUZED MMMATELY VM AM TOP GRASS 4IkL sema BAR UTILITIES BEFORE ANY CONSTRUCTION BEGINS.
EASEMENT
*MTN VARIES 1
=A=l,,=1AW_ UPON COMPLETIOR Or IM W40SSM STABUZING 40 40 00 1 THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND
ARAN (L._ FMCLIL M) is PROMMM EROSION CONTROL MEASURES MILE CONSTRUCTION IS IN PROGRESS.
4 PERIIANIM. WATAINM ELSIMIENT CORRIDORS SHALL K RESDW= TO THE
COASTAL SHORELINE _V 4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL
UNWIM WIDTH PRACYMME AND SHALL HOT EXCEED 30 FM7 (9 METERS) IN BUFFER FROM MHW DISTURBED AREAS.
TSDIK
7 1 S. THE CONTRACTOR IS RESPONSIBLE FOR LAY DOW & STOCKPILE
16 AREAS (TO ARRANGE AND INSURE COMPLIANCE NTH ALL LOCAL AND
STATE REGULATIONS).
T- -t V
IOD YR. FLOOD ELEV
T_
Ltl� AlSln�
12 LiPLAN6S
8
f -
_7
r
j
7 -7
4
1�
T-
L -I L
All A"A DOW
0 1 PEPE A- 2 3G4 LF F 7
-OF-
2OX
F
DOG .28X A- 398,1F O�l STANDARD SEWER NOTES:
1. SEWER GUARDS REQUIRED AT ALL MANHOUES STAINLESS STEEL
-(4) SEM GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC
t AREAS
+ Z
T— t
9 lff 9 Ti F,
+ 1 '11 2. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT
-DE-SACS ARE REQUIRED TO BE
RIIN LINE SERVICES IN CUL-DE-SACS
PERPENDICULAR OR MUST ORIGINATE IN MANHOLE AND TERMINATE
C',
I AT RIGHT-OF-VAY LINE.
t
T�_
2 306 LF
_T
PIPE
c�
41 fww
t
T ILY I ALL SERVICES TYING INTO DUC71LE [RON MAINS SHALL BE
CONSTRUCTED OF CLASS 350. OP. VATH PROTECYO 401 IC
LINING
EPDXY U
-(12) 4. 1• u71Um EASEMENT PRomm ALONG THE FRONTAGE OF ALL
LOTS AND AS SHOW
NO FLEXIBLE COUPLINGS SHALL BE USM.
t - - - - -- - -
7
FIN! AL' DESIGN NOT!RELEASEg) FOR COWlSTRUr'TIQN
11+00 12+00 13+00 14+00
4 2
GRA m-PLAN MWATE 413
v REVISIONS
Milm
im
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smug WA
NRIL =2
909 MAMMI SIMLI
9=96"m mc
WVDICKSON Wv�. L�fk� mou C.=
MWK ms -1 0374
swo� cmww
NC LIMES=-
MUASECk FOR
DATE
maim
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TON
CONSTRuelm
ircom am
MASONBORO SOUND ROAD
WATER AND SEWER
16
6
PLAN & PROFILE A /-4
MASONBORO AREA
0.
0
0.
STA. 10+50 - 22+00 ZN

)f - -
11 , (SEE SHT. A -15)
7701 N7A=1315 &8 1 Q
CUT AND PATCH ,
SEE DI I 4 i 101 A -16 E 2347828.7 �. _ FOR
STANDARD SEWER NOTES: NOTE. STA= 20+08 Go LF OF Ir 1 _ M�
y1 N = 154913 3
1. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL 1. ELEVATION CONVERSION FOR FL000 PLAIN IN NAV088 TO DESIGN '; E = 2347758.4 BORE � {
W/ 18' STEEL CASING
SEM AREAS GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC DATUM NGV029 1S +0605'. 1Oy1 " Ay
cb
2. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT / ;•v+ + g
LBiE SERVICES a dJL -DE -SACS ARE REQUIRED TO BE A� 780 - B ()
PERPENDICULAR OR MUST ORIGINATE IN MANHOLE AND 7ERMIN
a AT RIGHT -OF -WAY LINE. _ ?� -__ *" - x �f , BE REMOVED
_ we
y 3. ALL SERVICES TYING INTO DUCTILE RON MANS SHALL BE 4!, v r.` ' A - /6A .
CONSTRUCTED OF CLASS 350, DIP. WITH PROTECTO 401 CERAMIC - r - \
EPDXY LINING. '• =
Qr 4. 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL i 8 (TYP)
°8s L07S AND AS SHOYMi.
95 5 NO FLEXIBLE COUPUNCS SHALL BE USED - R PROPOSI:D �` - -
I � l 29'
�Y ' � 378' AEC SETBACK - -'~t IEASOEILQN ARA710N N
18 =1i q ^; _ I w UTILITY EASEMENT
dig PROPOSES 2S} i
�1t ! - __ i(-:: �rh! ._- ��• 's `` p�Ul1U�F4�-'
�r i w ' va _ ;! ; r�l i .•, s. , 2W U71UTY EASEMENT `� -T- T r� } �' BLOW OFF
.,. - _ - I 1$ -�uoe �` -Wr j •
24+0b PE A -14 OO + 23+ PO- CPaE o -A = -1'5 t>! .28+00 -
2 +00 =� ,c w . '` ' .!�•i `f
Jc 20+00 ib _ _
N
10' TYP STM 32 +48 - !r 20 ,UTILITY EASEMENT
-en �-� _ if 'a- �l o;� 1 ,. _ _. _ ' =' µ - - .! 1 tl I I .. • w,.: i s E a 2347014.4 '
N
i' I I > TREE PROTECTOR {TYPJ STA 28+08 `{)
I N 1S48B3.0
A -13 ST A-15 8
Ao 23+43 E = 2347807.0 STA= 28+38
!� 7801 I N a ,54425.2 i N a ,54868.8 1
� 1 : ROCK CHECK DAM (TVP.) E 2347686.4 ! scar eAR E 2347010= 1 7639
40 0 20 40 m 111
I
NCONOTE. AL MHMIK ASPHALT CUTS TO THE MAXIMUM I reoc AR PLL9LIC U11UTY AUTHORITY `
EXTENT PRACTICABLE. CONTRACTOR SHALL FIELD VERIFY : 1
WOTH AND LENGTH OF CUT NEEDED VOTH D40NO PRIOR TO GENERAL NOTES:
EXCAVATION. CONTRACTOR SHALL USE TRENCH rX AS AL
NECESSARY TO HELP MINIM UE TRENCH WROTH. 1. 1. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM. DITCH OR DRAINAGE -WAY. __ --
- f ` - --t — i - - 2. THE CONTRACTOR IS F43P OMM ir FOR LOCATING ALL UNDERGROUND UTILITIES BEFORE ANY CONSTRUCTION BEGINS j - i I i i I 20
' ! j I ; I , I ! i I I 3 THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES "ME CONSTRUCTION
u 20 1 -- - -1 i I t - - r- - -- 1S IN PROGRESS.
n - i _ ( -__ { - ' �- 4. THE CONTRACTOR IS RESPONSIBLE FOR
OF ALL DISTURBED AREAS. --
I
,
-- I
s THE CONTRACTOR Is RESPONSIBLE FAR LAY DOWN Qc STOCKFMIE AREAS (TO ARRANGE AND INSURE COMPLIANCE WITH --- -t - - - - -- I - --- •- - , i
L
i ( ALL LOCAL AND REGULATIONS).
- __.- __
16 STARE uTroNS}. 16
YR. tVOOD E1.EV
't- I i
+
i I P1PE -�88 90 SF 12 _ - A i
goo a" 1 t
I
•T- {
8
j•
LFSOF JACK' I I j ' 4
30+10. ENQ 30 +70)
4 -i - __.._T� _-3 -± -. - -` r �aooD4ox' PEA 1 z
— -
le. 601
- K
1 . '„ 4
- _ -- I ( j ' k
-4 _rL
-
1
8
i i i _ I ' � ` 1 _._- - - -' - � - - - -I- I - �--- -: - - -- - F -I DES1 -, -- - - -1 -- N I - I FOR iC0 ST;RUCTI(�N
__ _ _ I- t 1 ` _ -� -- 1 1 -- ! IRIAL; GPI I 0 T , RELEASE -12
7._ t_4 _ _� - -- -I i r I I j I j i I
-12 - _ i ! ( 27 +00 28 +00 29 +00 30 +00 31 +00 32 +UU 33 +00
22 +00 23 +00 24 +00 25 +00 26 +00
CAR %
1
REVISIONS
w m
?as
?as
ONO&*CAI
Oewt ON
909 MARKET SWEit
Va mGTON pG mOOr
(9+Oi 782 - ,
OfRe. tae ssod?, C�
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r w**wmcuN4 mn.e(m(l o.,,¢,
MC UCEN3E NO f-0374
t�A1xC ION
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MASONBORO SOUND ROAD PLAN & PROFILE
MASONBORO AREA
WATER AND SEWER STA. 22 +00 - 32 +48 NO

S (SEE SHT. A -7) ,-.e
S' T STATION NO. / ER PROPOSED SHEET O
U T -1 PROPERTY OWED BY
E)OS71NO R (CABBAGE Dt y CLARA N. PATES WS
• IIF `F .- �� r
7, STA 0 +g , REMOVE ALL TREES
N m 152403,1 '' �,�� W11HIN LIFT STATtGI SITE
■ 8' 0800 PVC E - 2348618.6Q s ! 't �� NOTE
e 9 < { WATER LINE (SEE SHEET OT -1) 1. CONTRACTOR TO MINIMIZE ASPHALT CUTS TO THE MAXIMUM
1. ELEVATION CONVERSION FOR FLOOD PLAIN IN NAVDBB TO DESIGN EXTENT PRACTICABLE. CONTRACTOR SHALL FIELD VERIFY
6f4i r— .�A' t DATUM NGW29 IS +0.95'.
YdDT11 AND LENGTH O CUT NEEDED TN1N ENGINEER PRIOR TO
EXCCAVATION. CONTRACTOR SMALL USE TRENCH BOX AS
A-22 i { �- r s A. X `' ° \ NECESSARY TO HELP MINIMIZE TRENCH WIO1N
STA a 1 +80 2. CONTRACTOR TO REPAIR GRAVEL ROAD.
ott N = 132307.0 „S � PIPE '11-21 .N 6' 1s' M KENO
GGG6 E 23187915
12' GRAVEL MAINTENANCE ROAD 1 575' AEC SETBACK
,Ir ✓ '4�•_1+: _ r' '• 6' 45' MJ SEND
E •` -` ,F .4- 1Z'-OFFSET 1 SCALE 90
E, u IN A -19
STA- 2+44
[dye ( J `, �. - - t _ N e 152514.8 a a 0 40 80
90' MJ '_' E - 2346481.6
_.I
19' OPEN CUT I 2 2 1
Idsy' AND PATCH/ _ j�
r� 43' MJ BEND TRoS TORENOVED i
C A "tt 'cam\\ 'y =is 8 90' M.) BEND ` Se SDR 18 PVC FORCE MAIN , _ -
t'eg TREE PROTECTION 1
� `� , l � � � �s •• 6 '.t , , _ _ - --- -� , ��t � �' 330 � '- - -
11 \ `� i I Y tD - ,r•. OPEN CUT AND PATCH
1 ARA�ON 1�_ I
t\ 4 ;� -- -
15' ASPHALT '` - _ _ - _ _ - - - • - - . _
OPEN CUT -
I Mm PATCH Q; 6' 0900 PVC WATERLINE I -
DROP MH STA 0+00 21 19 -
i STAR ° 0+42 -
X N 152424.3
(SEE SHT. A -3) t E 2316658.7 <y± SEE SHT. A -1 -- _ - -- - - '
STANDARD SEWER NO S:
1. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL
I f I
r
; .
18 11 � I I I GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC j
_ i 1 }--- --� - -i - - -- � - -- -f - - I -- I --- __.'__ - ; _ _ i... , - -p .- -_� _- .._ - - - -I- -- -- 4 - `_ -- - �[ �-' � -- - -• a -- -i • - - �- � AREAS'
qq
1 2- SERVICES SHALL BE PERPENDICULAR TO MAN AND TERMINATE AT
- } - - •- - - -,;r_ _ r - ' -j -- - t " SERVI ORIOWATE RNARLMEMWOLE AND TERMINATE
R CCUL
3 12 AT R1CMT� Y
f 1 t t-
a DE
I i ` r.- 3� MIN.I COVE 518 FfXtFEMAUI + 3 C�GISTRUCTEDS 380 WITH PROtECRAM)C
1 _ _ 5,6 Com
+� ; -- ' !- ' — - } -_ 2 - = - -- - -' - EPDXY LINING. -
$ s T Cr 2 I ~ { 1 I I I 4. 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF AU-
�' ' f L.0 AND DAs INN.
- - -�
NO FLOIBLE COUPLINGS SHALL BE USED
- - -- - - - I �- I I I
41
t I I f �,._._.I � _ �- I f I- I ( � i I � i I ' I i I ___• _ _- _ _-
f f
C RUC UTIUTY A TNNIIY. - --
i APE FEAR PU �
QL 5 i I I GENERAL NOTES
1 AL SHALL BE S DITCH
I -
, ( ANY '
` PLACED
-•- - t - - - - - - - -� - - -' - - - - - PAPE- A-2 6-48 Or_`1W - - - t-- - ' - - t - -- T - -- � --- ---
OR OR AADNAGE -WAY _
II ){I a STREAM, DI
C- 9(I0004R; - I _ ' -_ '_ _ X— - _ - - -__ iSLi'� LL� �1[� ��
-4 PIPE A 23 20R t i ( ( ' i I 1 4 1 I 2. THE CONTRACTOR IS NSaBLE FOR l0CAT91F• UNDERGROUND
LF i AFn 1 ' ? -- 1 �- - — -a -- I - I _ N i_- I I UTIU71ES BEFORE ANY CONSTRUCTION BEGINS.
I
r-
,
IF OF 1 C- O t128X i I ` -�, i _ } _ i - 4 { r I 3 THE CONTRACTOR.1$� TEMPORARY SEDIMENT AND j
• -- I -- -- _ -- - -- -=' - - - -+-- _ { -- -' - I - , �. S� ; T- EROSION CONTRA CTXOFI 1S IN PROGRESS.
u `
1. THE CONTRACTOR LS RESPONSIBLE FOR STABILIZATn ` Nt t r
Q —8 , �+f —8 73 DISTURBED AREAS
i_-•_ .OFF t __ .. ... -_r, -. _. N ^. - {. _ - .T__ -._ - - -I-' •_
i T i �i — 4a9 9 i i —j --- t T �` �I 11 � �� K1•m p .(,_ f- z } f �__.� -- - - -� - -- 4 ('
* 4 , i I �, : I ' m N ^•A N , l 9 r f i , ^� 5. THE CONTRACTOR IS RESPONSIBLE FOR LAY DOWN et
STOCKPILE
-I - -.
ti
,I i. !! I _ ; - _ _ I -L IcJ It I - -• -- <t - - I --- _ _ _ _ ; _ _ l AREAS TO ARRANGE AND INSURE COMPLIANCE wiH ALL LOCAL AND I
<- I f! 1 I ± - -z -- `- O Xn I I 4 1 STATE REGULATIONS)• r
j
—12 i t { I 1� ! I I ^ ja i a� I —13 `5
i I I
,— _
—
TI
-� f_n FIPJAL DESItI NOTRE`LEAjSED FOR ICOEVSTRUQN
w.Im �o 909 MARKET STREET FOR DATE i, Q
to" xff''&. =a" ft 2UM APPRaw�s PLAN & PROFILE A -6
WIC c�� W -4200 f MASONBORO SOUND ROAD
AN a �DICKS4N 9p 61
ARM
' wrriw —' t oenurpprXyr NtrathucDaa tmnilanb
°�`° `°W�°"" DoR�,R d? WATER AND SEWER MASONf30R0 SEWER EXTENSION
REVNSMS ,•,••W„ ='n�rm+2 „�„ , �_D„4 RECMD.D STA. 0 +00 — 2 +41 N0.

1 NOTE GENERAL NOTES:
1. CONTRACTOR TO VERIFY THE LOCATION OF WATER AND SEWER
I , 2Q3 SERVICES V47H INDIVIDUAL PROPERTY OWNERS• NOTE
/ 2. CONTRACTOR TO INSTALL TREE PROTECTION AS REQUIRED TO 1. CONTRACTOR TO MINAN ASPHALT CUTS TO 711E MAXIMUM 1. NO EXCAVATED MATERIAL SHALL BE PLACED B4 ANY STREAM. DITCH OR
/ 3Trn PROTECT TREES EXTENT PRACTICABLE. CONTRACTOR SHALL FIELD VERIFY �'� -Y'
am11A VO► 3. ELEVATION CONVERSION FOR FLOOD PLAIN IN NAVDB8 TO DESIGN WIDTH AND LENGTH OF CUT NEEDED WITH ENGINEER PRIOR TO Z THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
1 / DATUM NOV029 IS + 0.95'. EXCAVATION CONTRACTOR SHALL USE TRENCH BOX AS BEFORE ANY CONSTRUCTION BEGINS
AL SHORELINE 30' NECESSARY TO HELP MINIMIZE TRENCH WIDTH.
r ` t' BUFFER FROM MMW 2. CONTRACTOR TO RE -PAVE OYSTER BAY AND MUWNCTON LANE. 3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION
CONTRACT TO M1rINTAIN i CONTROL MEASURES M60LE CONSTRUCTNIN 15 IN PROGRESS 1
3 EATI( BOTTOM f 205 ? 209 9u1 4. THE CONTRACTOR IS RESPONSIBLE FOR STABUZAnON OF ALL DISTURBED AREAS
OF EXISTING OPOL�■ z1 L l i ROCK CHECK DAM (TYP.) (� MH 5+48 i j 21 3 40 o t0 �0 Be 5. THE CONTRACTOR IS RESPONSBLE FOR LAY DOWN R STOCKPILE AREAS (TO
rnar uz. /" TT N e 151979.4 i ARRANGE AND INSURE COMPLIANCE MATH ALL LOCAL AND STATE REGULATIONS). YY E 2340645.7 i
152 LF OF 10' 0900 PVC TEMPORARY INLET / 221 MH � -28
% TEMPORARY SILT FENCE BORE & JACI( i i i PROTECTION (TIN.) ; 21 7 STA -12 +89
I ld' i W/ 18' STEEL i N =151351.8
CASING �' �� E�2300.6
MH A -22 t / 53 t TEMPORARY INLET 225
EXTENT OF REPAVE
STA- 1 +80 .� 'l ! 40' UTILITY EASEMENT . '" d N A- 7 77 i PROTECTt01( (TYP• SANITARY SEWER VENT � H*' y =
-,% , -t •, i , MH A -25 ) , X9G1 j
N 152307.0 _" t j (�l , c . 0 'J SEE DETAIL. SEWER 1
E 23/87t15S �►-= =1� : - c'' �, _� , • crn i • E 23465121 ( U
p- - �y - -. .�• � _ r MANHOLE.- SHEET Dr -s).
M ' rT;` -...._ ' ! 1. 'r' q. 1 A� � i ..•, �`.m lo--- �uy�.� ;,�;� i I( ', •'' fi ,.r. •.
,7•N', i,L�}T � °A � - ^` `3j i u■`bti _,r. u n r` � ' - ,,.,NV� -� •71X' `��'1 � S. +.
F' / �t / - � 4- -ou.- -• 5+09 - vir� _ _ - a -�
3+ PIPE � a• uAE° �A �.- B t 1, , ^„ ) y
_ l I' \ - _ , t 2v '! :L^•1'• <� I ♦; ice`• ' i _ �- ,.� ii r2• 'f_ J�`ra.� _ _ 1 - • - "y'
Y �-� ,'�iv ne.�• '`�� �,.�w. �•�! >`' to _ •• 7iu'1 s�L: -u94. _ e.' !f
, -� , ' cox. � 6 �;• -�,_M ;��s `• . �,_? � `_' -; _�, � r - <•• •� -b . �•/ � _ ,
}` /1 /''C•' `_ r �' • T� V °yY�,u1Q' ra,a,,ds_ ._ _- - - -•emu -- -• - _ _ _ �.• , ,�}, 1�" -�_sw� j r"' °r w,v.,, d�' ,�_. a �.,. Yd "r' �/ ! , ° W
_ J/i • : .� • •'.�' (Typ) J' 6' a'w v t' t: 41 ,„�'� •�a -'•'. ....�,° _ -
A7L_. -i `
Mr a r WA i -- l NZI Y�a`x :a 7
BEND +' �` }•; 204 "ate A -27
i� E-- _ ' i �- -1• � rl --'�' � i liy
j r t �JL DEWFLEer PER ' " MH A -23 REMOVE EX ABP QWG AN 2QS MM A-28 -1 � R+ ! F � ' to+0p ! 7r
�FA S ST-- 3+82 - STA- 8 +12
5 N 152131.4 ' TO EXOSiING 6' PVC WATERL?Nt - - -_ _ N 151788.6
STANDARD $RWF S m I - `�Ai n
E e 23486!15 7 R NOTE E 2348477.3 5 `' .^• g
- - -- tj`' r c e .,(p .'�13 `' 50 U- OF 8' 0900 PVC ANTI-SEEP COLLAR
p� 1. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS _ k °' ..
>"0+00 • _� e - - - BORE N4 JACK - NOTE i
�� !
•r•• REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS. -s� q "�' 'a - w - - - - --`- CA 16' STEEL 224 THE MATG4BIE FOR THE PLAN VIEW IS
.nr152424.4 �_• LT L -,•.t _^ �µ "--- c„ -_. -� AT 13490. THE PROFILE 1AElV FROM STA1tON
.•u+c...0 !348848.7 2 SERVICES SHALL BE PERPENDICULAR W MAIN AND iETNYINATE AT R/W LINE. T' r YH A -27� CASING -11 +90 TO 13450 IS SHOVM ON SHEET A-8.
SERVICES IN CUL-DE-SACS ARE REQUIRED TO TE PERPENDICULAR, OR MUST ( >i �� STA- 10445
{
Xt11 4 16s 216 N = 1515920
ORIGINATE IN MANHOLE AND TERMINATE AT R1GiT -� -WAY LINE y 1 E = 2348488
.n c14y s„"'7;.,..s.n �``• -_ - 3. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF 220
CLASS 350. DIP. WITH PROTECTO 401 CERAMIC EPDXY UNNG
4. 10• UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS - 4a -:1.:
SHOWN. ,_y ` a A -T { I~ i 20
20
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BATE
APPRWALS
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11/16/2012
'4 -�
MASONBORO SOUND ROAD PLAN &PROFILE OYSTER BAY LANE
WATER AND SEWER STA. 0 +00 - 13 +00 N0.

(bitt 5MI. A-10) SHT. -11 t
7
c
302 NOTEO
1. ELEVATION CONVERSION FOR FLOW PLAIN IN NAVD88 TO DESIGN
DATUM NGVM 15 +O.SV.
=;6
d
LANC
ChrASTAL SH
MH A-29
MH
TA.- 16+0 1 "+ ll
IFTA. STA! 17+35
N 15106
N - 1512117
E 21531406615&5 i E - 234588361 NOTF-
N i. CONTRACTOR To VERIFY THE locAyow OF
WATER AND SEVIER SERVICES WITH INDIVIDUAL StALE BAR
PROPERLY OWNERS. 40
Z CONTRACTOR TO WALL TREE PROTECTION 40 a 2D
AS REQUIRED To PROTECT TREES.
WETLAND GENERAL NOTES
ANY TEMPORARY FILLS MUST BE REMOVED ffi'bM' FRNiptElY NO WE
AFFECTED AREAS RETURNED TO THEIR PREEXISTING BACK Fill,
EXISTING 8- PVC WATT UNE 307 t TOP 12' OF TWICH "IN ORIGINAL SOIL MATERIAL
THE WMPORARY PLACEMENT OF EXCAVATED OR FILL MATERIAL "VERS
575' AEC SETBACK OR WETLANDS WILL BE FOR THE ABSOLUTE MINIMUM PERIOD OF TIME
TO ACCOMPLISH THE WORK. SEDIMENTAIM AND EROSON CONTROL
30 U71UTY EASEMENT BE REMOVED AND THE ItAnftl. GRADE RESTORED WITHIN TWO MONI-2s
DIVISION Or LAND RESOURCES HAS RELEASED THE PROJECT, tin- 1�r
I EACH INDIVIDUAL CROSSING WILL BE STABILIZED MEMATELI
r NTH RED TOP
4%�,
TEMORARY SILT FENCE (ARGROSTIS ALBA), 7 LB&/ACRF- UPON COMPLETM OF ME CROSSINC.
I WITH NON -NATIVE GRASSES (L,16 FESCUE. ETC.) 6 PRONSTED. 4z
1 4. PERMANENT. MAINTAINED EASEMENT CORRIDORS SHALL BE RESTIMIED TO THE
01, MINIM WIM PRACOCABLE AND SHALL NOT EXCEED 30 FEET (9 METERS) IN
VoV)TK
30• UTILITY EASEMENT w t
1 3,
CONCRETE ANTI-SEEP COLLAR
V
ON SHT- A-9)
(SEE PR A," •
MATCH LINE STATION 2O'DD (SEE PR NOTE
I CONTRACTOR TO MO4MrZE ASPHALT CUTS TO THE MAXIMUM
EXTENT PRACTICABLE. CONACTOR SHALL FIELD VERIFY
MOTH AND LENGTH OF CUT TR NEEDED V111H ENGINEER PRIOR TO
EXCAVATION. CONTRACTOR SHALL USE TRENCH BOX AS
NECESSARY TO HELP MINIMIZE TRUCH WIDTH
Z PAW VMCHASE L44L
7 CAPE FEAR PUBLIC U71UTY AURMITY _CONTIMTOR, TO RE
GENERAL NOTES,
(SEE SHT. A-9)
(S A-:7) 1. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM. DITCH s
OR If SHT. A_9
z VIC CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND
UTILITIES BEFORE ANY CONSTRUCTION BEGINS
A
18 3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT NO I I EXISTM 61 lt 1 . CONTROL MEASURES WHILE CONSTRUCTION IS IN YEAR FLOW 0, i WATERLINE' 26
EROSION PROGftSS. 100
7
4. TW CONTRACTOR IS RESPONSIBLE FOR STABIUZA7M Or ALL COVER
DISTURBED AREAS. -_J
14 THE CONTRACTOR IS RESPONSIBLE FOR LAY DOWN & STOCKPILE
22
AREAS (TO ARRANGE AND 04SLRE COMPUANPCE METH ALL LOCAL AND
STATE REGULATIONS)L
4--
10
i 18
UhANDI
I L AREA- 4 TLAND
-- I i — ''+ -, -- e - -_j-- , , I LF OF 8; 5
T— 1 -i i --- I - . -- . ;��
6
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2 STA 14+p9 00
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$14
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as 7W
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Is: FL
11+00 12 +00 13+00 14+00 15+00 16+00 14+
STATION 16+15 = BACK - I
.Mw
04
0A.M w
ocke so
909 MARKET STREET
ftc 280
DWK IRM 1=1752-42%;
ataft Locadw Mwth C ca-
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14
10
r
I SEVIER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL 4
SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC
AREAS.
6
2. SERVICES SHALL BE PERPENDICULAR TO WOM AM TERMINATE AT L
pRar -- ----
M6=CES IN CURL -DE -SACS ME REQUIRED TO BE I
R MUST OFW14ATE IN MANHOLE AND TERMINATE
d! AT RIGHT-OF-WAY LW-
1 3. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE
CONSTRUCTED OF CLASS 350. DIP. WITH PROTECTO 401 CERAMIC 2
EPDXY Loam
4, 10 UIXITIES EASEMENT PROVIDED ALONG THE FRONTAGE Or ALL
'
S LOTSAND AS SHOWN.
IL
S. NO FLEXIBLE COUPLINGS SHALL BE USED, -(2)
FINAL' DESIGN NOT: ELEASE FOR 'CONSTRUCTIQN
STATION 14+12 = AHEAD
8
MASONBORO SOUND ROAD WINDICHASE LANE PLAN & PROFILE '/NO.
WATER AND SEWER
STA. 13+00 - 21+00

i
,
3
(SEE SHT C -A8)
SEE SHT A -1 ""'- -
% �i �i Y -14` tom' j
,
303 I < I r t•i 4't
iv
TREE PNROTECTOR. TYP. f' ! Y ,,'Af.7" / f CONTRACTOR TO MINIMIZE ASPHALT CUTS TO THE MAXIMUM
�� _• 4�4 , • 300 1 t' ' 1 i vAOTH AND PRACTICABLE. OF CUT NNEE� VATH E ENGINEER VERIFY TO `
i / f l VARIABLE WIDTH 301 1?I A i EXCAVATION. CONTRACTOR SHALL USE TRENCH BOX AS
• MATCHLINE STATION 20 +00 SEE SHEET A -10 UTIUTY EASEMENT 302 ? .• I NECESSARY TO HELP MINIMIZE TRENCH WIDTH
--- - - -' _ -- -. __ � /' I _ - ro -�`�, ^�• i „t eta- ; `G ; ;,y ,
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�- -••-� -tee-- ^_ g ;
ST s. 2042
N 151404.4
E = 23459 MI
j '
EXTENT RE -PAVE STA= 22+43 STAB 24+15 :Y z I 706
E m 2345.8 E ° 2345831 2
' CONTRACTOR TO COORDINATE
+ WITH PROGRESS ENERGY ON WORK
Z22 AT EXISTING UTILITY POLE ,
a
/ I 575• AEC SETBACK
Al
r {
_ � 104
/ sN Att so
l a 0 to 40 a FAA,'• ;�' + 8a
/ - -- -- -- - '_ 1 218 `,.� ��'~ , - •' � �' � . _ ,
- — 7,- --- - - � - -- • - - -- --- -;- 57$• AEG SE1B1►CK , - --r! i 32
32
1 - I _�— !_• - - — -- - I i ! 28
,
,
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20 ! ! _ - - - -- - /4_33_177_ OF c 1.._ _. i - , - !-- -r - - - j
- - - - --
- -- r - - - - - B` 0- 904O0.4G1G r
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1 ___l - - -
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-- -- -- I -- ' I i ( j t I 1 I I
-- — 1 - -
I i
16 -- - -- t - - - -- -- - -± - - • - - - - � - •- f- I ` �- � � � i � 1 UTILITY STANDARD ��R NOTES: _
CAPE FEAR PUR IC AUTHORITY - - _ EWER
,
I " 1. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL
- t - - -I - -- -� -- r —i- -' —T- i � 12 +R I GENERAL NOTES: SEWER GUARDS REamm AT MANHOLES LOCATED IN TRAMC 12
AREAS
12 - - i I i nl� r - - - --- 1 NO EXCAVATIID MATERIAL SHALL 8E PUKED IN ANY STREAM, DITCH I I
1
, _ _ _ . -_ - - - - -- -1 +.'. y X I j I 70 YAPI AND TERMINATE AT
( 1 -� {• - - - i -i ( < I X I� (- I 4 OR DRAINAGE-WAY. 2 SERVICES SHALL BE PERPENDICULAR
i I I ! - �• C i ! X I -- - < r ? - - SERVICES IN CU} - AND TERMINATE
m -- -- t-'-_- + - -- - - -- t ie < # 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND i j A _WAY
_ t-
4' i i I < 8 K , j 1 ! I UTILITIES BEFORE ANY CONSTRUCTION BEGINS I 8
1 - +kC
I ii 1
I i < R 9 ; 4 1 I I i -T ! - -- -- , -- - ! - - -' - I 3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND ; 3. ALL SERVICES LYING INTO DUCTILE IRON MAINS SHALL 8E
- - - CONSTRUCTED CLASS 350. DIP. TMTH PROTECTO 401 CERAMIC
8 �- - -- --- - l --: —.- _ L a I ;
EROSION CONTROL MEASURES iMBLE CONSIIRUCTION IS IN PROGRESS
h !
4' TH AAREAS S RESPONSIBLE FOR STABILIZATION OF ALL -- - --- - 4 R.R(ING. PROVIDED ALONG THE FR OF ALL
-- - - -' - - - +--- -- -- - _.. -- - - - I DI
DISTURBED t0
EPDXY
EASEMENT ONTAGE
_ i - I - - I -- -- STOCKPILE LOTS AND AS SHOWN. 4
4 � 1 � j • - _ _ _ -- -' _ i_ _ ' - , - - -i -- --r- -- ` --t -= 't - - - -T -•-- S. THE CONTRACTOR {S RESPONSIBLE FOR LAY DORM k _ •
( - -I - - - - - -' j- ---t- - }- , j COUPLINGS SMALL BE USED,
r - - - -' -
I
T- ° INSURE COMPLIANCE MATH All Lo LOCAL
DESIG1iN — NOT FQ - - -- 1�N
t ,
i i _. __ -- - I o ON51!RUCT
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o ,
f-
!I
t ► - 1 L_ 1 -- _ _ _ i -
I � o
—� -� -- -1- - -G 25 +00 26 +00 27+ 0 28 +00 29 +00 30 +00
19 +00 20+00 -- - - _— 21 +00 - 22 +00
CrPUA
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afro teat
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909 y,W7tET SIRLET
M4Mw0709. NC 20401
(910) 702 -6100
p/ties ueenonte la,a Coma
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MASONBORO SOUND ROAD PLAN &PROFILE WINDCHASE LANE EXTENDED .
4D6` WATER AND SEWER STA. 21 +00 — 24 +27 N0.
4Lc_ �1,

r -
a�b i I (IjE) NOTE:
t CONTRACTOR TO MMIZI ASPHALT CUTS TO THE MAXIMUM
EXTENT OF RE-PAVE COASTAL SHORELINE EXTENT PRACTICABLE. CONTRACTOR SHALL FIELD VERIFY
BUFFER FROM MHW I AND LENGTH OF CUT NEEDED WITH MMMR PRIOR TO
ON A-34
EXCAVATION. CONTRACTOR SHALL USE TRENCH BOX AS
NECESSARY To NELp MINIMIZE TRENCH Nolk
STA- 0+64
N 151175.0. 2. CONTRACTOR TO RE-PAVE CASaAGE INLET AND WINDC"ASE LANES.
=42 1
E 2345M
qj
A-
w
N
STAMH -
1,k
E - 23458811
121&7 411 411 o w 40 so
.7
30' UIWTY EASEMENT
MH A-35 i
STA- 2+12
N 148877.0
E = 2344"15
575• AEC SETBACK
73' AEC SETELACIC
op,
J
(SEE SHT. A-S)
-4- (SEE SHT. A-11
CAPE FEAR PuBt
28 f f
28
1. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM, MTCH T _�
OR DRAINAGE -WAY.
�LSW CRA
%E
4 ----- - --
2- THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND I
I -,
UTILI711ES SWORE ANY CONSTRUCTIKIN 8MNS. ."Z.
24
3. THE CONTRACTOR IS RESPONSWU FOR TEMPORARY STING 6 im NE
SEDIMENT AND I I I i 1-11 ! 1
I �
4­1 -
_T_
THE CONTRACTOR IS RESPONSIBLE MR STASILIZATIONI OF AM
am" CONTROL MEASURES (MOLE CONSTRUCTION is IN PROGREM
20 4,
DISTURBED AREAS.
20
S. THE CONTRACTOR IS RESPONSIBLE FOR LAY Doot & SMO(ME
AREAS (TO ARRANGE AND INSURE COMKIANCE NTH ALL LOCAL AM -4
__T
STATE REGULATIONS).
16
STANDARD -SEWER NOTE& 16
i ' -f I - 1 —r -1 T-1 WE 3e4 1. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL
P J� -pp k-1. i
64 LF 0 � -A-.� SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC --- . 1
12 OF I �C-q 00 0 4OX 4-
C-9C D AREAS.
Z SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT 12
R/W LINE. SERVICES IN CIO.-DE-SACS AM REQUIRED TO BE
"i- - __t__ PERPENDICULOPL OR MUST ORIGINATE IN MANHOLE AND TERMINATE
8 AT RICHT--0E-WAY LINE.
3- ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL 13E
CONSTRUCTED Of MASS 350. DIP. WITH PR07ECTO 401 CERAMIC __, f L-8
EPDXY LINING_
0
I 4R
4
4- 10. UTILITIES EASEMENT PROVIDED ALONO THE FRONTAGE OF ALL
LOTS AND AS SHOWN.
- -T
I fill 5. NO FLEXIBLE COUPLINGS SHALL BE USED. 4
4-
0
T
17
F— T
1 FINAI np'-.qic-%ij KIOT'DC-i C-AICE-
I -A LIJ FOR 0+00 i-+oo 2+00
0 MASONBORO SOUND ROAD PLAN & PROFILE
WATER AND SEWER CABBAGE INLET LANE EXTENDED
STA. 0+00 - 2+12
tall W f109 MARKET STREET R4E�SE0 fCR OA$
• smz= """'NaMt NC 2NO' 00MALS
APft Will Ww 752--4
e.. liafflua&_ — Boom
UX69A*IL DICKSON Off" Wcat� kwth Cam
swth calb" comssucom
LICENSE REVISIONS mc u_6374 RICIM am

I
1
! ! 240
344 (S�M SHT. A-10)
MHW
'+
75' AEC SETBACKS ,
34 •;} � \ \ �7 �1L+,, o- • - - ` - - - �
SCALE BM ���"'{
>i
COASTAL SHORELINE 30'
w o 20 a a BUFFER FROM MHW, ! % ,1
j i
SEWER SERVICE. TYP•
304 , I 302 300 ` °�= , 30 W`t�
x -�T Accts Csi.i l Ri A -38
A 34 + �g) sTa- z +so
'l , •� STA- 0+00 234 �Y ! ," N ts1295.s 23458129
N 151175.0 E
m :'6' _ �iaF'- E 2345832.2
x tRHDCIlASiE - - -' t t-
Li
AEC SETRAac
�� . �! ' 1 NOTE: NOTE: l+ a }; -,1 • `; -., i i
1 , ' •S 1. CONTRACTOR TO MINIMIZE ASPHALT CUTS TO THE MAXWUM 1. CONTRACTOR TO VERIFY THE LOCATION OF
1 `1 EXTENT PRACTICABIi CONTRACTOR SHALL FIELD VERIFY WATER AND SEWER SERVICES WITH
NoYm AND LENGTH OF i 1 I
EXCAVATION. COHCONTRACTORT SHALL USE TRENCH X AS ro 2, CONTRACTOR TO�INSTALL TREE PROTECTION V41H ENGINEER
NECESSARY TO HELP M9>IMIZE TRENCH WIDTH. AS REQUIRED TO PROTECT TREES. .r,, s =y
y •�5L
2 CONTRACTOR 1D RE -PAVE w1NDC►eASE AND CA88ACE INLET LANES },a
(SEE
S' H T . A, - e - -i- � -- i + - --
.
. - - -
I
32
CAPE FEAR PUBLG unUTY AITHORITY
I _ 1 ....._i__.. -__._ ___ - - ! ! - - -• j -', - - - -- — i - --j --
GENERAL NOTES:
1. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM. DITCH
OR DRAINAGE -WAY. I E ( j - I - I -- - - -� I I _ - - - - 28
' I f
- -- -- -
28 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNOETtOROUND
MS
,
- -
UTILITIES BEFORE ANY CONSTRUCTION BEG � I ' � � i � - ' 1 J ^I _ _ � -__ ___ 1. __ _- _ t - -- -{ - - - -i- - -• - - -I - - '- ' 1 -` -- ti � - - - - - '-
1 1 ;
4
3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND
EROSION CONTROL MEASURES WHILE CONSTRUCTION IS IN PROGRESS - _ -- _ __ --- -- - ----
24 -
4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZA TM OF Au _ - -- - - -- --- �-- - --•' � � I ; i � I � -- - _ -
DISTURBED AREAS,I { I I I —{ ' I ' I I - - -
I---- �--- -- --- - -- -- - - ,
I 5 THE CONTRACTOR IS RESPONSIBLE FOR LAY DOWN Ac STOCKPILE __ -�- I ' I : _ j �(�NQ R t
AREAS (TO ARRANGE AND INSURE COMPLIANCE NTH ALL LOCAL AND i - - --- - - -- -
jj �I j� ,-_'� Y '� o ecVVrR NOTES: � I 20
STATE RE(Y/1J1TION5� I! X1STINii B' 1IATMINE� J I (- - --, --- - a -- -� -_ -- • -- -- -• -- ;— i 1 SEWER GUARDS REOUiiffO AT All MANHOLES STAINLESS STEEL
( - --- - --1111 --- r- -i - -- - - ` ' -�- - i SEW
AS. GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC
I i
1 -
- '- - - - T- { - `- ' - - -�- - - -- - - - ' ' 2 SERVICES SHALL BE PERPENDICULAR TO MAN AND TERMINATE AT I F
!! 1 ( X90010
�1_ --- _ -• --_ _.- _�_- .-.�- -_-1- -- - -- - -i -- -- -- --�--- ' - t - Y - -- - - I 13 i I { LINE. SERVICES N CUL-DE-SACS ARE REQUIRED TO BE I I
1 I 1 %� I RPERPEIIDICULAR OR MUST ORIGINATE N MANHOLE AND TERMINATE - -- i
i I ' I I i 1111 MIN E - ---- -f - -• -' - --' - - --_ .. _ _ I - • -_.. - - - - -- - - t I
16 - -t -- -i -- -- - I � - ' - - -- -�---- -- - �-- •- - i I i - i - � I , I i I I AT Pofk1T- OF-WAY LIVE. 16
3. ALL SERVICES TYING NTT) DUCTILE IRON MANS SHALL BE - �--� --
S CONSTRUCTED OF CLASS 350, DIP, WITH PROTECTO 401 CERAMIC
EPDXY LINING. - 1--- l 2
� I I
! I I � I . • -- , _ - _ _ _ -.- _ -. - -, -- - - - - -- -- , - i'-'-1- - , - -- -. -- - -- - j - -- � 4. 10' UTIUTIE�EASEIIENT PROVIDED ALONG THE FRONTAGE Of ALL
12 i — - - -{ — - --�-- -- ((
- -- -- - - -- - - - - - -- — { LOTS AND SHOWN.-
I s. NO fLE7i8LE COUPLINGS SHALL BE USED. -
- - - -- — }
it - - -.- -- - �� 1
8
, I
-- -' •- - - �. _ •- _._._i -_ - .,. __ _ •, - -- I - - -- _ - ',•`i;•';•i iY, _r—_
pp
4
' T ' ' { i y
TI N 0
- - - FI � AL D SI G NOT RE�EAS (FO R IC OVS TR U
l- _ _ - ----- - - - - -_ _ . .
_ 0+00 1 +00 2 +00 - 3 + -00
MASONBORO SOUND ROAD PLAN &PROFILE WINDCHASE LANE EXTENDED
WATER AND SEWER STA. 0 +00 — 2 +50 N0.
•� r
,rJ�[ W
909 rARlXt 41NEET
MmAml�w� M
DWOCKSON
esMronRy inGa�trlKtw� IiG ll�l� ��F-4174
°n race FOR
.N±IDV,as
DAiE
AILY
�°°"°
9cco99 as
FF.
„n—

N, (SEE SHIT. A-8)
/ '_J '.—
r
of
30' UTIUTf EASEMENT
NOIL-
If I. ELEVATION CONVERSION FOR FLOW PLAIN IN NAVOW TO DESIGN NOTE.
�l DATUM NOVD20 15 +0.95. i. CONTRACTOR TO MIMIMIZE ASPHALT CUTS TO THE MAXIMUM
EXTENT PRACTICABLE CONTRACTOR SHALL FED VERIFY
WIDTH AND LENGTH OF CUT MEMO WITH ENGINEER PRIOR TO
EXCAVATION. MTRACTOR SHALL USE TRENCH BOX AS
1IMPORARY SILT NECESSARY TO HELP MINIMIZE MENCH V407K
FENCE (7r.) 2- CONTRACTOR TO RE-PAW Wt LANE.
EXTENT Of RE-PAVE
cyD
319
If
IN tv
I �" I I
9D
0 20 40
ol
PPE A-30
A COASTAL SHORELINE 30'
310 BUFFER FROM MHW\
NOT
MMpawy ari 1• TK EXISTING WM04M SANITARY MWOR SMEM. CONSISTS OF 8'
MIf A-29 PR07EqTtci4 PVC LINES WITH BENDS AND =MOU7S. CONTRACTOR SHALL
STA- 0+00 CONTACT PROPERTY OWNERS IN WINDCHASE BEFORE LAYING ANY
l 304 N - 131=9 -Mm A-38 LINES TO BEST DETERMINE THE LOCATM OF 714E DaMa
E -�23"1691.5 SW7ARY SEER SYSTEM. THERE ARE EXISIINQ SEWER SERVICES
STA- 2+35
N : 15095" WITHIN THE CON57RUCTIKIN AREA CONTRACTOR TO WEEP EXMTim
CEH) E 234637&1',"
SYSTEM IN OPERATION 04LE NEW SANITARY SYSTEM 15 DWAL LED
Ciii) Z CONTRACTOR TO INSTALL TRIEE PROTECTION AS REQUIRED IRREQUIRED TO
PROTECT TREES.
Qiu \1 I
%
'glt ...-'� � _ f ,��` 312 !��' f ....�-- ` r` I
j
20 f 12
I
(Ma
A&S999A
8
16
CAPE EEM Puw 17Y AUTHMTY
i - 3? UMS-
_T
-4-
GENERAL NOTES, I SEWER GUARDS REQUIRED AT ALL MANHOLE& STAINLESS STEEL
SEIIIER GUARDS REQUIRED Air MANHOLES LOCATED IN TRAM i
12 1. NO EXCAVATED MATERIAL SHAM BE PLACED IN ANY STREAM. DITCH AREAS.
DRAINAGE-WAY.
OR
2. SERVICES SHALL BE KWaaKam To mAtm AND TERMINATE AT
2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATM ALL UNDERGROUND
i i M=CEOS IN CUL-DE-SACS ARE REQUIRED TO, BE
U70JM BEFORE ANY CONSTRUCTION BEGINS. a MUST ORIGINATE IN MANHOLE AND TERMINATE
El CRAnir AT RIGHT- OF-WAY LINE
3 THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND - -1 ---
1+25 0
EROSION CONTROL MEASURES WHILE CONSTRUCTION IS IN PROGRESS. 3• ALL SERVICES TviNc iNTo DUCTILE mm mjuNs SHALL BE —4—
4- THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL CONSTRUCTED OF CLASS 350. DIP. VM PROTECM 4ot CERAMIC
EPDXY umwa.
DISTURBED AREAS.
4- Ill UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL —(4)
S, THE CONTRACTOR IS RESPONSIBLE FOR LAY DOWN & STOCKPILE LOTS AND AS SHOWN,
CONHEcT MAN bnl= AREAS (TO ARRANGE AND INSURE COMFUANCE TMATH ALL LOCAL AND
MM kS MTnA STATE REGULATtONSJ S -- NO FUDME COUPLINGS SMALL BE USED.
D tO *LE
'g-C, .9w Nd- 40*— —
IVE:A-36 2WfF_0F
- — - --------
114 —(l 2)
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d
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if -1 _L - I I __ _ S T!, 'TION !—(20)
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2+00 3+00 JE-1
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bool"1011
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ilboo swu
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at=*
r
498 MASONBORO SOUND ROAD PLAN & PROFILE
WATER AND SEWER WINDCHASE LANE
cl-sow . STA. 0+00 - 2+35

SEE SHT. A-7
NOTE, T CUTS TO THE MAXIMUM
1. CONIRACI
rOR TO MINIMIZE ASPHAL
PRACTICABLE CONTRACTOR SHALL nELD VERIFY • 4 V(CAVATCK CONTRACTOR SHALL USE TRENCH BOX AS
C220 WCURD LENGTH OF CUT NEE= WITH ENG01M PRIOR TO
ECESSARy To HELP MWMIZE TRENCH VOTH.
2. NJ CONTRACTOR To RE-PAVE CABBAGE INLET. MULLINGTON. AND
EXTENT OF RE-PAVE
OYSTER SAY LANIM C
I
MH A-4+ 29 sm4u BAR ,
STA-
4N 151872.4 20 40 so
E 2346072-1
r vmr�
C96)
kf
216
ddl A-39
STA- 2+97
\
ij 1 14 - 151898.0
E 2346202.4
qS
MH A-41
STA- 6+18
N 152061.1
E 23460736 q
12 P-i
GU)
MH A-42
1\575� AEC SETBACK STA- 5+01
MH A-26 9
STAB 0+00 E 25346055
E ZMi
CaD
N
EXIENfT OF RE-PiVE
1. CONTRACTOR TO VERIFY THE LOCATION OF
SERVICES WITH
WATER AND SEWER
INDIVIDUAL PROPERTY OWNERS.
CONTRACTOR 10 INSTALL TREE PROTECTION
AS REOUIRED TO PROTECT TREES-
SEE SHT. A-7)
GENERAL NOTES:
Ic GRW
94AU BE PLACED 04 ANY STREAM, DITCH 30
1 575' 1 No EXCAVATED MATERIAL
OR DRAMACE-WAY.
2. THE cGNMACTDR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND
umurEs BEFORE ANY CONSTRUCTION BEGINS. I
�vw RG -ci�
26
18
11 1 THE CONIRACTOR tS RESPONSIBLE FOR TEMPORARY SEDIMENT AND
f EROSION CON
t TROL MEASURES WHILE CONSTRI)CTION IS IN PROGRESS
2
14 r it 4. THE cowmcm is RESPONSIBLE FOR STABILRATION OF ALL
P DISTURBED AREAS
P A-4Z 1 22
OR LAY DOWN & STOCKPILE
or P W E 11 L-4 11. 102F cc-4900 0 THE CONTRACTOR IS RESPONSIBLE COMPLIANCE WITH ALL LOCAL AND i
F1,D)OWD 01 t AREAS (10 ARRANGE AND INSURE
10 u I I_p 2� L -
r"PE STATE REGULATtONSI
PVC SEWER NOTES,.-
1. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL 18
SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC
AREAS.
6
4-- —
SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT
=0=IN CUL-DE-SACS ARE REQUIRED TO 13E
MUST ORIGINATE IN MANHOLE AND TERMINATE 14
AT RIGHT-OF-WAV LW-
14
3. ALL SERVICES TYING INTO DUCIILE IRON MAINS SHALL BE
CONSTRUCTED OF CLASS 3W. DIP. " PROTECTO 401 CERAMIC
------ EPDXY LIKING.
lo
4. IV UTILITIES EASEM0CrJ"p Ae? ��FKO
FRONTAGE OF ALL
10
LOTSANDASSHOWN-
S. NO FLOME COUPLINGS 24ALL BE USED' - t d 1 i } 1 I i t I hqj� I I- I- -- 6
&L
till
P4
2
( 1 ( i I __�t __�_ ' �_._ I _i ___.i 1___1. _ _ _____ L ( -- - — — k - - -_ - -� — r - l - t - - � r I - •' t b I
_00) NOT,RE
1 2 —EASEO
fpR
10+00
oo
3+00 00 :�
1+00 2+00 8 +00 9 +00
�14 00 0+00
REVISIONS
MASONBORO SOUND ROAD PLAN & PROFILE
ot 9 MULLINGTON LANE
WATER AND SEWER STA. 0+00 — 8+01
L m..O

T— -- — -- -
6* SOR 18 FORCEmAw
5W ASPHALT i
OPEN CUT AND 12' GRAVEL IV GRAVEL TIE FORCEMAIN
PATCH IV CONCRETE IS GRAVEL OPEN 17' GRAVEL OPEN CUT AND OPEN CUT AND INTO EX191ING
OPEN CUT AND 19' CONCRETE PATCH MANHOLE,*
2-45' Mi BENDS OPEN CUT AND OPEN CUT OPEN CUT AND OPEN CUT AND PATCH INV. ELE-1 22.4
PATCH PATCH PATCH PATCH PATCH so
53 S 1i
Eph f: n'
S OFF
z�k
9
6.
PROPOSED
41
SOR I
FORCEMAIN. T
(Mlw.)TYP-
EXISTING MANHOLE
26 t
6' 0900 PC WAMILINE
SCALE am
40 0 20 40 so
NOTE-
I CONTRACTOR TO MINIMIZE ASPHALT CUTS TO THE MAXIMUM
EXTENT PRACTICABLE. CONTRACTOR SHALL FIELD VERIFY
MOTH AND LENGTH OF CUT NEEDED WITH ENGINEER PRIOR To
EXCAVATION. CONTRACTOR SHALL USE TRENc" Box As
NECESSARY TO HELP MINIMIZE TRENCH VADTK
t
32
32 ; ' i j I - - I _. -_. -_ - - - - -� - ,- - -;-- -�- - -- � - •- - i - - -- j - - --�- -_ ; -- i -j - -- .1 - -- � � _. .— i --� - -I
I EPS71N OR TIE
0 EXISTIN
RCP ITO EXISTIN
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28
L
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s
jj
o
MR.- F- p- -F UK -emu
VER!
24
-4- -
20
20
TAR-Y;sv L
7
9
CAPE FEAR PUBLIC U71UTY ry STANDARD SEVIER NOTES
16
-T- -f-- GENERAL NOTES. SEVIER GUARDS REQUIRED AT ALL MANHOLE& STAINLESS STEEL 16
SEVIER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC
1. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM. DITCH AREAS,
OR DRAINAGE-WAY.
-4 - - - . . . -- - - L I -
7- SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT
12 2- THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND IN CUL-DE-SACS ARE REQUIRED TO BE
T 12
=0= MOR MUST ORIGINATE IN MANHOLE AND TERMINATE
UTILITIES BEFORE ANY CONSTRUCTION BEGINS. AT RIGHT-OF-WAY LINE,
THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND
---` - - -r-- X - '-- -•--- ---_ -' ----:— -r— ; —�-- -;-- EROSION CONTROL MEASURES miLE coNsTRucrom is IN PRIORESS. 3. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE
+ T* CONSTRUCTED OF CLASS 350. OP. V47H PROTECTO 401 CERAMIC
8
4. THE CONTRACTOR IS RESPONSIBLE FOR STA83UZATION OF ALL EPDXY LINING. i I
DISTURBED AREAS. 8
4. 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL -1
5 THE CONTRACTOR 5 RESPONSIBLE FOR LAY DOVIN & STOCKKE LOTS AND AS SHOVIN.
4 AREAS (70 ARRANGE AND DMRE COMPLIANCE VATH ALL LOCAL AND 1 6
J'P'Al
1 LR�TC
-7
, am
srI3 2
lrm�Lc �l
Em BY-
7
12F .....
1 1 TE REGULATIONS). 5 NO FLEXIBLE COUPLINGS SHALL 13E USED ---T-
F. 1 1 i I I STA
4
4, -
-T
-----------
+ -
- ---, I - i � - -i ; - , � , --� ( - -! � - -1 � — -ij - ° I --t -- � ( FINAL DCSl(* NOT RELEASED FOR 'CONSIRUIT16N
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02419114 MASONBORO SOUND ROAD PLAN & PROFILE A-14
SHOREWOOD HILLS DRIVE
WATER AND SEWER 0.
I I [ SANI'rARY SEWER FORCE MAIN r/.N 01.

i
. •�; 1�'' �I `, \' 7639 i
\ •� ' \ °d ` 7635 .� � I
ASPHALT OPEN
.'1 `dt1 \ CUT AND PATCH 7641 7645
DEFLECT
6' C900 PVC RECOMMENDATIONS
ATE
30' UTILITY
` CONNECT TO Ew511NC WATERLINE / AREA 10TX 30C W SDR 21 EASEMENT t
1 - THRUST COLLAR 6' PIPE WATERLINE PVC
1 -6' : 6' TAPPING SLEEVE & VALVE _ `
\ t RELATIVELY 1- 6, MJ TEE 30' UTILITY EASEMENT
PERMANENT WATER 1- 6' M PLUG TAPPED Y' dg5 CPApsr /
2' BRASS NIPPLE
BORE AREA 10STAG
X ING 1� 6-WCH NOL41NAL ID 1- 2- PCV ADAPTS_
f f HOPE WATER LINE �I _
' } 5+00 64Q0 - r 1 -2' BLOW OFF,
20' UTWTY EASEMEN 00 3+00 , _ 4 -2' MJ G11TE VALVE
2+ 400
S TYP.
l +oo ' .�t - - - - - _ �•, - ,
I � _ - �-. + 3 IMH A -166
t0 JAI
SEPARA�! 1 NT. 155031.3
_, rT A •t �• _ _ ... - < - _x,� - - -...r- i._ - -.,- �3�-- " r < -c. _ J �,;r- °�,- '"'r` -_ _ —_ 'i• y- r_ t E 2347914 4
WATERMAIN TO TEMPORARY SILT
CROSS BENEATH
3�
EXISINO STORM H % ---
575' AEC SETBAd( `_` CULVERT i'aF 7
I TEMPORARY SILT /6 0900 SANITARY SEWER
FENCE `� __ _`- \ •�I / �i `� t r ��f " i /�
WALE BAR , /
I NOTE: �� j 1 0♦ •1 ' a ./
1. CONTRACTOR To VERIFY THE LOCATION OF
WATER AND SLIVER SERVICES WITH 1q
INDIVIDUAL PROPERTY OWNERS.
2 CONTRACTOR TO INSTALL TREE PROTECTION
j \ AS REQUIRED TO PROTECT TREES /
(SEE SHT. A -5)
CAPE FEAR PUBLIC UTILITY AUTHORITY
GMERAL NOTES:
1. NO EXCAVATED MATERIAL SHALL BE PLACED N ANY STREAM. DITCH
OR DRAINAGE -WAY.
2. THE CONTRACTOR IS RESPONSRL E FOR LOCATNC ALL UNDERGROUND
U71UTIES BEFORE ANY CONSTRUCTION BEGINS.
3. THE CONTRACTOR IS RESPONSIffi E FOR TEMPORARY SEDIMENT AND
EROSION CONTROL MEASURES WILE CONSTRUCTIN IS IN PROGRESS,
4. THE CONTRACTOR IS RESPONSIBLE FOR STAWLIZARON OF ALL
DISTURBED AREAS.
5. THE CONTRACTOR IS RESPONSIBLE FOR LAY DOWN & SIMPLE
AREAS (TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND
STATE REGULATIONS).
STANDARD SEWER NOTES:
1. SEWER GUARDS REWIRED AT ALL MANHOLES. STAINLESS STEEL
SEWER GUARDS REWIRED AT MANHOLES LOCATED N TRAFFIC
AREAS
2. SERVICES SHALL BE PERPENDICULAR TO MAN AND TERMINATE AT
R/W LINE SERVICES N CUL -DE -SACS ARE REWIRED TO BE
PERPENDICULAR. OR MUST ORIGINATE N MANHOLE AND TERMINATE
AT RIGHT - -OF -WAY LINE
l ALL SERVICES TYING INTO DUCTIE IRON MANS SHALL BE
CONSTRUCTED OF CLASS 350. DIP. WITH PROTECTO 401 CERAMIC
EPDXY LINING
4. 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL
LOTS AND AS SHOWN.
5. NO FLEXIBLE COUPLINGS SHALL BE USED.
eta �
_r1u
NOTE:
CONTRACTOR TO MINIMIZE ASPHALT CUTS TO THE MAXIMUM
EXTENT PRACTICABLE. CONTRACTOR SHALL FIELD VERIFY
MOTH AND LENGTH OF CUT NEEDED WITH ENGINEER PRIOR TO
EXCAVATION. CONTRACTOR SHALL USE TRENCH BOX AS
NECESSARY TO HELP MINIMIZE TRENCH WDTH.
'*TTSSRE
(� OETIUL)iIPTER
EXISTNG GRADE
42- CULVERT
6• mwJ '--6 -INCH NOMINAL ID
HOPE WATER LINE
HOPE TO DIP FLANGE ADAPTER
RESTRAINED RETAINING GLAND DUCTILE IRON GLAND RING
ORCPVC PIPE PIPE HOPE PIPE
U21EL ss aEWORCED SUPPORT RING
1. USE MJ REDUCER AS NEEDED. ADAPTER DETAIL
..nay
—
ow." a"
mre�
909 IdAlO:T sTUarT
alualcT9a a1 29401
(910) 782 -1200
DDICKSON a� N.Ah '°m°
som
ealuno9gl ilhmb ooe9Wlonts CrraDW
me UUNSE INAM 74
FM
PPPR VA"
DATE
AFTER PULLING PIPE THROUGH BORE.
i�R
1A PROFILE AND PLAN SHALL BE PRONGED FROM ENTRY TO EXIT FOR EACH
�r67R00T10N
9ctXno OTC.
DIRECTIONAL BORE SECTION BY THE DIRECTIONAL BORE CONTRACTOR.
—�—
4.ALL BORE SECTIONS SHALL BE HYDROSTATICALLY TESTED PER SPECIFICATION
�N ►N�
it>^ai —
ws
nh9/1o12
WATER MAIN ON -UNE.
T �
STONE OUTLET
MOTES-1
1. SEE PLANS AND SPECIFICATIONS FOR HOPE PIPE SIZE AND PRESSURE RATING.
2CONIRACTC9t SHALL ALLOW SUFFICIENT TIME FOR HOPE PIPE TO REBOUND
M �
DE
AFTER PULLING PIPE THROUGH BORE.
1A PROFILE AND PLAN SHALL BE PRONGED FROM ENTRY TO EXIT FOR EACH
DIRECTIONAL BORE SECTION BY THE DIRECTIONAL BORE CONTRACTOR.
4.ALL BORE SECTIONS SHALL BE HYDROSTATICALLY TESTED PER SPECIFICATION
�N ►N�
STANDARDS UPON COMPLETION OF INSTALLATION AND PRIOR TO PLACING THE
2�
EXTE�NTS
EXT )
(
WATER MAIN ON -UNE.
&LENGTH OF CROSSING LOCATION OF INSPECTION /OBSERVATION EXCAVATION.
NUMBER OF P.E. PIPE JOINTS. LOCATION OF BORE MACHINE. AUGER ENTRANCE
LOCATION. AND TIE -IN POINTS ARE TO BE APPROVED BY THE ENGINEER PRIOR
TO ANY START OF WORK.
6.CON7RACTOR SHALL FURNISH TO THE ENGINEER THE AS -BUILT LOCATION OF
THE BORE N ACCORDANCE WITH THE SPECIFICATIONS FOR DIRECTION& BORING.
FINAL DESIGN — NOT RELEASED FOR CONSTRUCTION
4 PLAN FOR A -15
024964y MASON80RO SOUND ROAD MASON80RO SOUND ROAD
�+,, WATER AND SEWER WATER EXTENSION L/N 0 .

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MASONBORO SOUND ROAD
I WATER A ND SEWER I INDEX SHEET FOR AREA 8
CHUKKA WAY
TI
MA SoNp,�
SOUND
RD
-_-
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MASONBORO SOUND ROAD
I WATER A ND SEWER I INDEX SHEET FOR AREA 8

(SEE SHT. A-91
Pau
Cl 026 t PROTECTION 13-2+09 1022 /
If 1 23453118
SANITARY SEWER
'Y"T. -, INTERFERENCE STRUCTURE
'q*" N 4 E-
SERVICES TO SERVE -
LOTS 0 724. 709
AM 728, MIN 8-7 SC" BAR
STS - 134-84 40
so
N 1=49L7 9 20 40
E °234=4.5
L
IV CONCRETE OPEN
NOTr-
CUT AND PATCH 1. CONTRACTOR TO MINIMIZE ASPHALT CUTS TO THE MAXIMUM
EXTENT PRACTICABLE. CONTRACTOR SHALL nEtO VERIFY
103 Y WIDTH AND LENGTH OF CUT NEEDED WITH ENGINEER PRIOR TO
EXCAVAIIOIK CONTRACTOR %I" USE TRENCH BOX AS
k NECESSARY TO HELP MINIMIZE 7REXCH WIDTH.
-5 A 2. CONTRACTOR TO RE-PAVE JACOBS CREEK LANE AND 00
MH a
STA 1 .57 SAY DRIVE.
IN 0
0
E 2345M.0
C OcRETE DP Cl 027
C8121
! 104 CUT AND PATCH
C1023
V
4011
%
(SEE SHT. 8-1)
--4 --4 - - -4---
32
32 CAPE FEAR PUBUC UnUTY AUTHORITY STANDARD SEWER NOTES,
7 T
GENERA L NOM& I SEVIMR GUARDS REQUIRED AT ALL MANHOLES STAINLESS STEEL I
-4— -t SETTER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC
T- AREAS.
I. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM. DITCH
28 28
OR DRAINAGE-WAY.
t
013471"s 91 WL THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND IN CUL-DE-SACS ARE REQUIRED TO BE
EXIJTING GRADE: 1 1 1 WPtNWlX-=%S MUST ORIGINATE IN MANHOLE AND TERMINATE
UTILITIES BUM ANY CONSTRUCTION BEGINS. I
2. sERms SHALL BE PERPENDICULAR To wam AND TERMINATE AT
Im. E
--- --OF-wAY LW-
T
!2! AT RIGHT
STmftRU T
RE
t I'. I THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND
.42
224 STA fl* EROSION CONTROL MEASURES WHILE CONSTRUCTION IS IN PROGRESS 1 3. ALL SERVICES TYING INTO DUCTILE RM MANS SHAM BE 24
IN— - Y-
CONSTRUCTED OF CLASS 3M DIP. WITH PROTECTO 401 CERAMIC
va4lwo Ir VIL 4 THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL EPDXY LINIla
fr ITV IF.
DIMIRBED AREAS.
7 4. 10` UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL
LOTS AND AS SHOWN.
THE CONTRACTOR IS RESPONSIBLE FOR LAY DOWN STOCKPILE t AND 20
t&SLE ---�
T -t-- STATE REGULATIONS)
20 3-7,t S5 LF AREAS (TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL 5. NO FLEXIBLE COUIPLINGS SHALL BE USED.
- a
pv,
all C-sm
L pvC.
268 L
T-
16 16
T— 350
00 A
PC 00 AT ST 12+4D
AT' STillk 1+14
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12 EXIESTING I9r -v
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7
T
4 -r — ------ H 4jIr
4
0
0
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8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 FINAL DESIGN NOT RELEASED FOR CONSTRUCTIOP
rrm
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PLAN & PROFILE
MASONBORO SOUND ROAD JACOBS CREEK LN./BIG BAY DR.
WATER AND SEWER STA, 8+00 — 13+64
. ■

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INDEX SHEET FOR AREA C
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INDEX SHEET FOR AREA C

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! ( NOTE
i y CONTRACTOR TO MWWIZE ASPHALT CUTS TO THE MA)IMW
WENT PRACTICABLE CONTRACTOR SMALL FIELD VERIFY
WIDTH AND LENGTH OF CUT NEEDED WITH ENGINEER PRIOR TO
EXCAVATION. CONTRACTOR SHALL USE TREN
? { NECESSARY TO HELP MINIMIZE TRENCH TNDTMCH 80X AS
_ I CORE NDRILLED. TO BE 1
i I EXISTING MH 185 LF OF PC 350 DIP
1 STA a 0+00
N 156878.1 E)aSRN0 FENCE
E a. 2347858.3 i TO BE RESTORED;, TEMPORARY INLET PROTECTION
= I ORIGINAL t S awlQ wt n
$� CONDITION.
case G 12' O.I.P. WATERLINE
` L s rnluum Wes, y jQ
j_ i `'t x+7 [ 1lYOYS it , S i ° `7' ", . ', +� ;y�y :n. -_ . iv --` �',i�T ._ _". "- - _ •_ _, _ � ^-- �y'-��
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a8 I { � e e -_ { - ' " v "_ - t " _ - • rv. rwu- '6. I+2 ', __ '�•r._.- ... -, -- - ��»._ --• •...�'S. m .c -_ -, ^.. - •t ���sm�- X71011 y _ _ _ _ _ _ __._ -- r _ _ - _ _ "_ z:�
- - ' _ ^- i _ is _ - _._ _ _ � _+- - �� � -_. _ - �, �i -� �- �- � � -r��.: -5"- Has' -^:•• _ - _�ee��. - � - _. - - - -�f �p�- �mit� � � r•i,; - -Y;
_ - i, - • - C! "' '" �- u - - _ - - - - " �..�d+�, poi,.-= ^•e°'""r.°- ar�- �•'Y- "i.��/1k._ `4 ; _ -- - _ 'h -•
- , . -._ . - _._I _ ` . -•_ _ •__ � _.. • -- •_-... -_ -'" _ '� -. -r :a _ _ _ _ - - •• _ __ •- _ _ _ _�__ _f- _ ,r _:. � YELL --mi .��'`� � � � �• �; ; • + _ :may," .
__ _"' -.- • - .,. -.__ •_ a: - _" _ _ - - -- -- • - � _- ,f ice- - �•- -:� - - _ _ `�'�' ti - •-+. '� � ,
� - W - ';i ' - '-_ - :fBt-^-f-'.- - _ _ 1_�N� _- - -r._ -_ - -•a- ��y�'"`�^V•,•t I7'_•_' _ � .� - _ 44,44
BRICK COLUMN_ __L -
- - EXISTING W WATERLINE ON C-1 ASPHALT OPEN CUT AND PATCH
STA m 0+82 MH C -2
- - - N e /58908.2 STA = 4419
- E . 2348Q33.J N = 157290.4
7527 7509 3701 ' 7429 E - 2348784,1 7423
1 ,
} 4 ;
7535 �` NIAn i s7s' AEC sETBAO(
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1 i
L
36 CAME FEAR F UBUC UTIUT'Y AWHORInr } ( �•_ -. ; I 1 -j i ' ; I 1- E 1 ! _ - ' _ 36
1
- -- '
1. NO EXCAVATED MATERIAL SHALL 8E PLACED IN ANY STREAM. DITCH - --' I _ __.. _ ! i - _I - - I -- I - - r- -- - `- -- 1 -1 -- -- - - -� -- i -- , - - - -�- -^ ._ �•_ _ _� _ �_ -� ! i- - - '
OR DRAINAGE -WAY. a
s 32 i 2 THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND I i f I - - -- ' -. _ I _ 1 .. - ' 4 .- - - - - -- - i - - - - --
I
UTILITIES BEFORE ANY CONSTRUCTION BEGINS I ( 1- I !- ; - i 32
3. THE CONTRACTOR IS RESPONSIBt E FOR TEMPORARY SEDIMENT AND G -12'i WL �E7U9 CdtI10E } - -- - I EXOSDM ,,. j,,� -
EROSION CONTROL MEASURES VaE CONSTRUCTION IS IN PROGRESS. I I ! i i 0 " T 1
i I t
28 4. THE CONTRACTOR IS RESPONSIBLE FOR STABIll1A11ON OF ALL 1 --� -- -- -t --; - . -1 _ - i _ - -E ANNA R� -• - - -j —� - - -- -- i - ' i - ._.i _...- - - ' - - -; --- - -- -
28
i. i-
- DISTURBED AREAS -j uNV X21171 _ _I ! -i - r --1 _ _ �j — c t — j — { — ✓ —; — - -' —,
5- THE CONTRACTOR IS RESPOISIRLE FOR LAY DOW & STOCKPILE - f--= - - +--- }
�-
# AREAS (TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND I s ! X ; I ( y I I I {
I at' 24
24 # STATE REGHA.ATHONS} f
>? STANDARDiMER NOTES: I�_ 3 j
,
1 ;
48 Lf e- 4-goo a D.4fXS
1 SEWER GUARDS REQUIRED AT ALL MANHOLES, STAINLESS STEEL i . - r _ _ :_ _ . + I - -
I f
.� C- t
LF B' C 90b 20
I SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC 1 I ` i 1 j I C -1 82 PIPE L -2 3381 - 0
I �_ _ e ._
" 20 ! AREAS I -- C _ f -�__� -_ -__ _ _ __s �, - } ; �- _ r - ;
2- SERVICES SHALL BE PERPENDICULAR TO MAW AND TERMINATE AT `
I R�M LQ1E. $RVICES W CUL-DE-SACS ARE REQUIRED TO BE i ! I -- i I j t ( j I i I i j j i I 185 V OF PC 350 OXP
AREAS.
CULAR OR MUST ORIGINATE IN MANHOLE AND TERMINATE -
AT R*MT -OF -WAY LINE.
16 a ALL SERVICES TYWG INTO DUCTILE IRO► MAWS SHALL BE -_ _ { - 1 - - { - _F
CONSTRUCTED OF CLASS 350. DIP. WITH PROTECTO 401 CERAMIC n
UTILITIES
EPDXY LDNW6. Y� _ � g ` 2
i
~ LO AND AS SHOWN. FRONDED ALONG THE FRONTAGE OF ALL I I I I i ; Oh 2
12 - i I
5. NO FLE)aBIE COUPLINGS 94ALL BE USED.
I i i d_
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MASONBORO SOUND ROAD
PLAN & PROFILE C -1
WATER AND SEWER MASONBORO SOUND ROAD
STA. 0 +00 - 6 +00 N0.

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CONTRACTOR TO MINIMIZE ASPHALT CUTS TO ME MAXIMUM
WENT PRACTICABLE. CONTRACTOR SHALL FIELD VERIFY
VADlH AND LENGTH OF CUT NEEDED IMTH ENGUIEER PRIOR TO ' |
EXCAVATION. CM41RACTOR SHALL USE TRENCH BOX AS�
NECESSARY rn HELP MINIMIZE nmmCHmoTH.
/
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ASPHALT OPEN CUT AND PATCH
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-157484.3 1
SCALE 9M
36 T
CAPE FEAR PUBLIC LITILITY AL11NOROY STANDARD SEMM NOTES:
1. SEVIER GUARDS REOURED AT ALL MANHOLES, STAINLESS STEEL
GENERAL NOTES, SEWER GUARDS REQU:RED AT MANHOLES LOCATED IN TRAFFIC 32
32 1 NO EXCAVATW MATERIAL SHALL BE PLACED IN ANY STREAM, DITCH
Oft DRAINACE-WAY.
2 SUMCES SHALL BE PERPENDICULAR TO MAN AND TERMINATE AT
I CC$ IN CUL-DE-SACS ARE REQUIRED TO 13E
I THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROW0 arm=
OR MUST ORIGINATE IN MANHOLE AND TOUNA
pnn IG GRADE --T _7 -EXIS" le- RCP, UTILITIES BEFORE A14Y CONSTRUCTION BEGIN& AT RIGHT­OF-WAY LINF_
i 28
3 3. THE CONTRACTOR IS RESpWSIBL9 FOR TEMPORARY SEDIMENT AND I ALL SERMCES TYINC RM DUCTILE IRON MAINS SMALL BE
EROSION CONTROL MEASURES WILE CONSTRUCTION IS IN OGRESS.
CONSTRUCTED OF CLASS 350. DIP. WITH PROIECTO 401 CERAMIC
EPDXY UNING
El DISTURBED AREAS.
4 THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL
4 IV UTIUWS EASEMENT PROVOED ALONG THE FRONTAGE OF ALL
LF a* DIP D'O.Q%l LOTS AND AS SHOW
:PtPE THE CONTRACTOR IS RESPONSIBLE FOR LAY DOVM & STOCKPILE
w --c5;;§OO-v ax rs^ AREAS (70 ARRANGE AND INSURE COMPLIANCE VdTH ALL LOCAL AND S. NO FLEXIBLE COUPLINGS SHALL BE USM,
OW PIPE
CEN
185 F OF PC 35D DIP
TA i
13+00 14+00 15+00 16+00 17
MASONBORO SOUND ROAD PLAN & PROFILE
4 MASONBORO SOUND ROAD
WATER AND SEWER STA. 6+00 — 11+20 NO.
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MASONBORO SOUND ROAD PLAN & PROFILE
4 MASONBORO SOUND ROAD
WATER AND SEWER STA. 6+00 — 11+20 NO.

CAPE FF STANDARD
SEWER N07ESO
PUBUC LIMUTY AUTHORITY
SEVER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL
GENERAL NOTES. SEVER WARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC
AREAS.
Ro SOUND ROAD 1. No EXCAVATED MATERIAL SMALL BE PLACED IN ANY STREAM. DITCH
OR DRAINAGE -WAY. MAGIE 2 SERVICES SMALL BE PERPENDICULAR 70 MAIN AND TERMINATE AT
1.4Z CES IN CUL-OE-SACS ARE REQUIRED TO BE
2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND
mm=. OR MUST ORIGINATE IN MANHOLE AND TERMINATE
UTILITIES BEFORE ANY CONSTRUCTION BEGINS,
3, THE CONTRACTOR is RESPONSIBLE FOR TEMPORARY SEOQAEN AT RIGHT-OF-WAY LINE.
T AND
SCALE OM EROS" CONTROL MEASURES *MILE CONSTRUCTION IS IN PROGRESS. I ALL SERVICES TYING INTO DUCTILE IRON MAINS SMALL BE
CONSTRUCTED OF CLASS 3K DIP, VATH PR07ECTO 401 CERAMIC
4. THE CONTRACTOR RESPONSIBLE FOR STABIUZA71ON Of ALL EPDXY LINING
DISTURBED AREAS.
c4si 11 4, 10" UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL
5, THE CONTRACTOR IS RESPONSIBLE FOR LAY Dolpf & STOCKPILE LOTS AND AS SHOVIN•
P
AREAS (7 STATE REGULAT0 ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND
& NO FLEIOBLE COUPLINGS SMALL BE USED.
j
SW AEC SETBACK
C7727)
C7719
r
NOTE: MI TO MINIMIZE ASPHALT CUTS 70 THE MAMMUM v
EXTENT PRACTICABLE. CONTRACTQR SHALL FIELD %VWY
WIDTH AND LENGTH OF CUT NEEDED IM 0400WER POOR TO
EXCAVATION. CONTRACTOR SHALL IUSE TRENCH BOX AS
t NECESSARY TO HELP M94MM TREII)ICH WIDTH.
f (7715
v,
v 4".
(7709
4,
(-77-6-1)
575' AEC SETBACK
7d
x
frl tl L
Lx Ss` w &k
P
II EXISTING MANHOLE ,
rrl TO BE CRREDI&M vi, m n !As(_wQV y.
zn 4 t9' SAN. sMiF Ex
7- w -
cn_z-
.4 i c 7
MASONBORO
MASONBORO SOUND ROAD
I "Alf
SANITARY SEVER SERVICE (7541)1,
INVERT- -(3-50)
N
SANITARY SEWER NOTES 3' MIN COVER
1. ACTUAL LOCATION OF SEVER SERVICES TO BE ESTABLISHED IN FOR SERVICE PIPE
BMATH OrTCH
flETD BY
ODIM PRIOR 71D COMMONCEMENT OF CDNSMCMK LAW
2. COSTING DATA ON THESE PLANS FROM FINKBEINER• PETITS & STROUT. INC.
FROM PLANS WALED ON 9/26/00
(7609
7535
(7621 (7617)"
SCAM BAR
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MASONBORO SOUND ROAD I PLAN C-3]
WATER AND SEWER I MASONBORO SOUND ROAD [/N 0.

fs �._ - - _- ` ��- ..r�""� '- t� - t•, C�'`" ��� , ;dam j�/ , �' __ - _ _ .--
j j 7329 � t- ,, � �'• ..yyr'�_
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� 5 ' 1- __ - --� s 1 •t�� �, : ='b: �';`"' _ ..�, `.
"NO
NOTE-
S00 CONTRACTOR TO MINIMIZE ASPHALT t3J15 TO THE MAXIMUM
p ' E7MT PRACTICABLE CONTRACTOR SHALL FIELD VERIFY 1
N ^ - WIDTH AND LENGTH OF CUT NEF.DFD WITH ENGINEER PRIOR TO
TAB L EXCAVATION. CONTRACTOR SHALL USE TRENCH BOX AS
7336 73161 'jam _ e - ^r ! .�^Vi•: �' NECESSARY TO HELP MINIMIZE TTtE1Ax1 LMOTH.
Ll
7 ��I �'- jj,,y 1 st :r. va_tC•KC -_ -._. - .- -r._L_ 1 .�_ _- SYc _ - -.—.- �_r _ jr .+ �I t
�� + =r — _ = t4 = . 'r .ux' STANDARD SEWER NOTES
r\. _ N - t e 7 1 1. SENDER GUARDS REQUIRED AT ALL MANHOLES, STAINLESS STEEL
� mM- ~ y - SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC
-- - - - MASONgORO SOUND ROAD - _ ' ^_r - J- AREAS.
- r_: , _ _ y,: ; -. - - ' T "' "- _� '4_ _: _ -- % -':'? - ._ _._ -_ , _ 4 _ j• s I 't 2. SERVICES SHALL BE PERPENDICULAR TO MAW AND TERMINATE AT
-- ^�=: .- -- -- "•T -`' -•µms%- °• _ - -- � �
-�. _ R/Mf LINE SERVICES IN CUL -DE -SACS ARE REQUIRED 1D BE
rG.., e _ �R•L_-- M- �. -__Y _ _ _ -__ _ .- __^^•i4P 1 1� I , PERPENDICULAR, OR MUST ORIGINATE IN MANHOLE AND TERMINATE
` - _v - - - 7311 AT RIGHT-OF-WAY LINE.
- - - SANITARY SEWER SERVI (TYP) 1
3. ALL SERVICES TYING INTO DUCTILE IRON MAWS SHALL BE
r•• ? j I ' \ ``: ) 731 5 ' s ". r NIM EPO YY UNING of CLASS 350, D,P, WITH PROTECro 401 cER/wlc
7409 i 7405 523 513 I 40 0 m 4o Nlo 4. io U "ES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL
5. NO FLEXIBLE COUPLINGS SHALL BE USED.
j I CAPE FEAR PUBLIC UTILITY AUTHORITY
- •_- -- i a _� - �, .' �' , 7231
NOTES:
NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM, DITCH
N00 YMRET S7RFFT
RELEAWD FOR
M111�
OR DRAINAGE —WAY.
�
2.
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND
UTILITIES BEFORE ANY CONSTRUCTION BEGINS.
Am
7223
3.
5
t
vd.T:l
tt
SANITARY SEWER SERVICE
t_ FOR LOT 9 7215, 7219, AND 7213.
scAU NLAR
C i
' 1 ,; �
__
� `
d
`..-
y' { it t . -."
• �i _ - - -
DISTURBED AREAS.
- -
S
THE CONTRACTOR IS RESPONSIBI9 FOR LAY DOWN R STOCWILE
AREAS (To AGE AND INSURE COMPLIANCE WMTH ALL LOCAL AND
7219
-
7215
-
- •_- -- i a _� - �, .' �' , 7231
GENERAL
1.
NOTES:
NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM, DITCH
N00 YMRET S7RFFT
RELEAWD FOR
M111�
OR DRAINAGE —WAY.
�
2.
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND
UTILITIES BEFORE ANY CONSTRUCTION BEGINS.
Am
7223
3.
THE CONTRACTOR IS RESPONSIVE FOR TEMPORARY SEDIMENT AND
t
vd.T:l
EROSION CONTROL MEASURES V"LE CONSTRUCTION IS IN PROGRESS.
scAU NLAR
4.
THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL
40 u 70 40
DISTURBED AREAS.
- -
GENERAL
1.
NOTES:
NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM, DITCH
N00 YMRET S7RFFT
RELEAWD FOR
DAIS
OR DRAINAGE —WAY.
4
2.
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND
UTILITIES BEFORE ANY CONSTRUCTION BEGINS.
Am
7223
3.
THE CONTRACTOR IS RESPONSIVE FOR TEMPORARY SEDIMENT AND
t
�aoeso °awn
EROSION CONTROL MEASURES V"LE CONSTRUCTION IS IN PROGRESS.
scAU NLAR
4.
THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL
40 u 70 40
DISTURBED AREAS.
- -
S
THE CONTRACTOR IS RESPONSIBI9 FOR LAY DOWN R STOCWILE
AREAS (To AGE AND INSURE COMPLIANCE WMTH ALL LOCAL AND
7219
-
7215
-
60' EXISTING UTILTIY EASEMENT `
SANITARY SEWER NOTES
111
1. CONTRACTOR TO VERIFYt THE LOCATION OF WATER AND SEVER
SERVICES MATH INDIVIDUAL PROPERTY OWNERS,
2. EXISTING DATA ON THESE PLANS FROM FNKBFFNER, PETTIS & STROUT, INC,
FROM PLANS SEALED ON 928400 _
1 51
7235
FIAIAI
nFCIf_AI — n1nT PP -1 FACFn F70P rnnl(ZTQI IrTlOm
�' C— 4
MASONBORO SOUND ROAD PLAN
,ors WATER AND SEWER MASONBORO SOUND ROAD N0.
m
00~ WAt
N00 YMRET S7RFFT
RELEAWD FOR
DAIS
ADVROYALS
Dent w
tILNn+cw NC 28401
cm, 712 -4200
D ICKSON OIOu LDCOtionc Harm Ceretna
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MASONBORO SOUND ROAD PLAN
,ors WATER AND SEWER MASONBORO SOUND ROAD N0.
m

WARY SEWER NOTES
I. CONTRACTOR TO VERIFY THE LOCATION OF WATER AND
41
r SAIRTART
00 OF GPAVGL
PROPOSS) Ir 000 PVC WAMILDRE ENTRANCE TO PLAIP STATION
SEE DETAIL THIS, SHEET 2e CL lb RM
TOP OF ROAD - 15.
3D LF - (2) 24- CL IS Rap =ctL%,E=Rm
017" 2r FSA ON 0009M Tam. IV OtAVIOL ACCESS RW
INV.
IN - n-0, oft CUT - 10.4t 0-2020) Oft Dc'm OF STORE is In
-10- 6' OF STONE I MIN.
AND GUY VIRL 'o-O.
10.0, 19.0•
4' MIN..
QIV - 10.7V
30 LF - (2) 24- CL 10 RCP CULVERTS (2) 24- FS-S tmv, 11919x
WITH 24:' F.E.S. ON DOWNSTREAM END.
INV. IN - 11A INV. OUT 10.42. (1.90%) PROPOSED 0' SANITARY MAIN
CROSS SEC110N CONSTRUCTION ENTRANCE
TOP or Rfto,.! tfLOOT
SCALE BAR
GENERATOR 0 Ls 5 10
TOP OF
PAD ELEV- 16,25 5! 15 LF ORIVESAY DROP DILET m ARE
MATCH EXWM GRACE
TOP
V X 4• MJ INV - 11 12
t
REDUCER
10 LF OF Ir
41 W FLUO, Rap 01.911
VAL14
>1 X2e FLI V,
YARD
Al3C STM ROM
AND UM SIARRIER CHECK DAM
DGMUCHMIT
41DICE AREA
ELEVATIORWILO
33• X M L-% EAMIENT
IMLLX
A 'rDOJNr. 13 GAL
CONTROL PAM
TOP PAD ak'x 7 1525 PROPOSED LVT
STAIM
STA. 0+40
TEMPORARY SILT FDfCE imp W6.1M4 L - ism
23466t"
W It W TDAPORART
CONSWRITKIN EASDAW
IN NN % i
I
1L000 VZOVION At
ARCA VG "T
N
SCALE so
%
RELATIVELY PERMANENT WATER
SITE PLAN — LIFT STATION -NO, I
(SEE SIT A-7)
NOTES, J.
1. FILL M BE PLACED IN Ir MAX LIFT AM COMPACTED TO
gn STANDARD PROCTOR DENSITY BUM RCICK AREAS
2 BALANCE OF DISTURBED AREAS TO OE MULCHED AND SEEDED• FINAL -DESIGN —
5-mm wxm
ICH
SEWER SERVICES 111TH INDIVIDUAL PROPERTY OWNERS.
STAND
1.
k g N0 V-S.,
SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL
DATE
SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC
AREAS
2.
SERVICES SMALL BE PERPENDICULAR TO MAIN AND TERMINATE AT
SERVICES IN QA-OE -SACS ARE REQUIRED M BE
VW=
cowsmucom
OR MUST ORIGINATE IN MANHOLE AND TERMINATE
2 a 97.31111111111
AT RIGHT-OF-WAY LINE.
ALL SERVICES TYING INTO DUCTILE IRON MAINS SMALL BE
CONSTRUCTED OF MASS 350. DIP. WITH PROIECTO 401 CERAM)C
EPDXY LINING.
4
IV UTKJTIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL
LOTS AND AS SKOVOL
5.
NO FLEXIBLE COUPLINGS SHALL BE USED
CAPE FEAR
GENERAL
1.
PtY9LIC uylu3X AUTHORITY
NOTES.
NO EXCAVATED MATERIAL SMALL BE PLACED IN ANY STREAK DITCH
OR DRAINAGE-WAY.
2.
THE CONTRACTOR IS RESPONSIFILE FOR LOCATING ALL UNDERGROUND
UTILITIES BEFORE ANY CONSTRUCT= BEGINS,
3
THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND
EROSION CONTROL MEASURES *NILE CONSTRUCTION 15 04 PROGIIESS,
C
THE CONTRACTOR IS RESPONSIBLE FOR STABUZ147M OF ALL
DISTURBED AREAS.
&
THE CONTRACTOR IS RESPONSIBLE FOR LAY DOWN & STOCKPILE
AREAS (TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND
STATE REGULATIONS).
41
r SAIRTART
00 OF GPAVGL
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SEE DETAIL THIS, SHEET 2e CL lb RM
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41
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PROPOSS) Ir 000 PVC WAMILDRE ENTRANCE TO PLAIP STATION
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INV. IN - 11A INV. OUT 10.42. (1.90%) PROPOSED 0' SANITARY MAIN
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10050,94AL
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WATER AND SEWER
SANITARY SEWER DT -1
LIFT STATION NO. I
DETAIL SHEET NO.

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MASONBORO SOUND ROAD SANITARY SEWER ZN
WATER AND SEWER LIFT STATION
DETAIL SHEET

•- _ - •S (SEE wDTE- Pi
1 - - �- STEEL POST
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,YDI. SAT FILTER FABRIC
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�i- _ - "�• : �
COMPACTED FILL.
FRONT VIEW SIDE VIEW
1 INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS
I STEEL POSTS SMALL BE W IN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE.
.1 WOVEN WE FUOGRIC, WIM RECOREO (SEE HOTS $51 SMALL CONFORM TO ASTM AI15 FOR CLASS 3 CALVAFDLNG FABRC %I"
BE A MINIMUM OF 3Y WOE AND NAVE A M06MIAM OF S LIRE MIRES WITH 12' STAY SPACING. THE TOP AND BOTTOM WIRES SMALL
DE 10 GAUGE AND INTERNEOUTE WIRES SMALL BE 12 -1/2 GMRE. WIRE FABRIC SMALL BE FASTENED TO STEEL POSTS WITH NOT LESS
THAN 09 STAPLES 1 1/2' LONG
4 FILTER FABRIC SMALL BE OF MnJOK POLYESTER, PROPYLENE OR ETHYLENE YARN WITH A MNIMLM STRENGTH OF 3D L.9./LIN. OL AND A
MONABUM OF OS% FILTERWG EFFICIENCY. FABRIC SMALL CONTAIN ULTRAVIOLET MOTORS AND STABILIZERS.
5, IF FABRIC FILTER IS USED WITH A STRENGTH Of $0 LaAft IN. OR GREATER, RQ THE POST SPACING (S) DOES NOT EXCEED a.. WOVEN
OW FETICH( IS NOT REQUIRED. 07FHEF MNSL WOMN WIRE FENCING IS REDIARE0. AND POST SPACING SHALL NOT EXCEED W.
SECTION "A -A"
Ilk, 111
re'Alilik
I I
I I
l �
1
I t I
1 t
INVERT CAREER POPE THRU M.N.
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EROSION CONTROL REOIAREMERM
1. PURSUANT TO GS n3A -57(21 THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO
NEATER THAN THE A=1 THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER
ADEQUATE ER09OM- CONTROL DEVICES OR STRUCTURES SLOPES LEFT EXPOSED WLL, WITON
21 CALENDAR DAYS OF C010lERON OF ANY PHASE OF GIUUDNOR BE PLANTED OR OTHERWISE
PROIAOED WITH TEMPORARY OR PERMANENT GROUND COVER. DEVICES. OR STRUCTURES
SUFFICIENT TO RESTRARN EROSION. PERMANENT GROUND COVER SMALL BE ESTABLISHED
WTON 7 CALENDAR DAYS OF ANY PHASE OF at4 MG WTMIN ANY MCDOT RIGHT- OF-TUY&
Z PURSUANT TQ CLS 113A -57(3J PRQNSIONS FOR PERMANENT MOIN)COVER 90FCIENT TO
RESMN EROSION MUST DAYS FOLL.O G COMPLETION of ODN iRUC110F1� OR DEVELOPMENT, DEV : WITHIN 7 WOFbONG
ER051O! CONTROL SEOUENLYS
1. CONTRACTOR To MEET WITH OWNER AND NCDOT, PRIOR TO BErnOONG CONSTRUCTIOM'
Z CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE
3, INSTALL ANY EROSION CONTROL MEASURES INCLUDING AT STAOMO ARIIA(S)�
4. CLEAR SITE. BEGIN GRADING AND EXCAVATOR AND PIPE LAYMG
S. INSTALL SEDIMENT AND ER09O1/WWTY MEASURES AS SHOWN. AS CONSTRUCTION
PROS. AT THE END OF EACH DAY. EROSION CONTROL DEVICES MUST BE IN PLACE, AS
DEPICTED ON THE PLANS. UP TO THE CURRENT END OF DISTURBED
& AREA-
FOLLOWING
E OIST� ALL � T �
�
AND HD IS ON� AAM NO O LAY L
THAN 7 DAYS.
7. AREAS OF PIPE INSTALLATION THAT LEAVE BARE SOL IN 017040 SMALL BE LINED WITH
TEMPORARY STRAW WITH NET TO STABILIZE GMSRW 3M DITCHES.
& MAINTAIN ALL TEINPORARY MEASURES UNTIL PERMANENT AND UN FOM VEGETATION IS
ESTABLISHED.
9. OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE
OF THE EROSION MEASURES.
10. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY THE
OWNER•
II. ALL DENUDED AREAS CULL BE SEEDED AND MULX MED AT THE END OF EACH WORK WEER
1Z NO GREATER THAN 5000 UIIE.AR FEET SHALL. BE DENUDED WITHOUT SEED AND MULCH AT
ANY GIVEN TIME.
EROSION CONTROL MAINTENANCE PLAN
1. AND AMOUNT CONWACTOR IS RESPONSIBLE EACH FOR RAD6ALL EVENT. SAUCE AND RECORDING THE DAY
Z ALL EROSION AND SETFRENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLD"G EVERY RUMOFF-PRODUCM6 RAIALL BUT IN NO
LESS THAN ONCE EVER WEEK. ANY ANYY NEEDED REPAIR$ WILL K MADENF IMMEDIATELY TO CASE
MAINTAIN ALL PRACTICES AS DESPIM
a ALL CONSTRUCTION ENiRAN,= TXLL BE pE NIDICALLY TOP DRESSED NTH AN ADDITIONAL 2
INCHES
TRAC7® OUTSIDE OF PRGECT LUM SHALL BE ORIEBATELYYR� T THAT B
4. SEDIMENT FENCE
IT BECOMES
SIX ROCHES DEEP AT Trill FEMM IM SILT FENCE TALL BE MAIRED AS
NECESSARY TO MAI ITAM A BARRIER -
& NECESSARY TO MAINTAIN A NOORDIS DENSE VCOEf RESEEDED A5
Am COVER.
& CONTROL MEASURES OURMG AID CONSTRUCTION. ONSTRUCCTION. ADBTANAL AER090N CONTROL
MEASURES MAY BE NECESSARY AS DICTATED BY I= CONDITIONS AtW NO CHANCE IN
CONTRACT PRICE WILL BE OVEN.
7. THE CONTRACTOR SMALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION
COKTROL MEASURES UNTIL FINAI. APPROVAL BY THE EM�
CONTRACTOR SHALL REMOVE LL EROSION CONTROL MEASURES. AT M0001 TIMrt, THE
& THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORED TO PRE -
� AREAS OUTSIDE THE iCIOTHAT
MAD DAMAGED ANY To THE F THE EROSION MEASURES,
;tn0M CLASS 'B' STONE
k1
24' MAX.
AT CENTER
FABRIC
A L- THE DISTANCE SUCH THAT POINTS B
B AE C F EDUAL ELEVATION
~
I. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC
FOUNDATION
Z KEEP THE CENTER STONE SECTION AT LEAST 9 (NCNB BELOW NATURAL GROUND LEVEL
WHERE THE DAM ABUTS THE CHANNEL BANKS
3 EXTEND STONE AT LEAST 1.3 FT. BFYOHD THE DITCH BANKS TO KEEP
OVERFLOW FROM U WE (CUTTING THE DAM AS IT RE- ENTERS THE GUNNEL
4. ENSIRF THAT CHANNEL APPURTENANCES. SUCH AS CULVERT ENTRANCES BELOW CHECK
DAMS. ARE NOT SUB&M TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES
S INSPECT CHECK DAYS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT.
AM DIETAIL
AFTER THE INSTALLATION OF THE UTILITY S COIPLETG THE AREA DISTURBED IN A
NON- RE90ElIlUU. AREA SHALL BE SEEDED AS FOLLOWS
50 LOS /ACE
TALL FESCUE
CENTIPEDE
50 LOS /ACRE
PENSACOLA BAHIAORASS
500 LBL /ACE
FERTUUZER
4000 L8&/ACRE
LIMESTONE
ALL FaMENTAL AREAS MUST BE NAND FUOSMED AS DIRECTED BY THE ENGINEER TO GIVE A
'LAWN TYPE APPEARAMCE' AND THE FtLLOWING SEED MIX SHOULD BE APPIIYJX
50 LBS /AXE
TAIL FESCUE TYPE 1
50 LOS. /ACE
TALL FESCUE TYPE 0
S LOS /ACRE
CENTIPEDE
500 LBS. /ACRE
FERTILIZER
4000 LBS./ACE
LIMESTONE
TYPE 1 ARID TYPE 0 TALL FESCM SMALL BE
SEPARATE VARIETIES CHOSEN FROM THE UST BELOW;
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S HENANDOAH
TITAN
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FOR ALL MXTXEB:
MAY 1- AUGUST 31 - ACID 10 LBS. /ACE KOBE OR KOREAN LESPODE2A
SEPTEMBER 1 -APRIL 30 - ADO 10 LBS /ACE RYE GRAIN
r1+1mI ar.o rac
909 MARKET STREET RELEASED FOR !AY(
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1 MORTAR JOINTS RILE 1/2' Z 1/8.
4. BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SU82CT TO TRAFFIC.
3. A raw be" P ORw laOAc tha°d be
_ J _
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4. BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SU82CT TO TRAFFIC.
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*
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'
2- CLASS •B' CONCRETE TO BE USED.
B
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4. BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SU82CT TO TRAFFIC.
IIIIIE�
U BRICK MILL BE PERWT= CONCRETE BRILL OR 4' SOLID CONCRETE BLOCKS
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MAY BE USED W LIEU OF HARD COMMON CLAY BRIG(
& FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
AS
t
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L FOR 8'-0• I! HEIGHT OR LESS USE W MALL OVER W-O' IN HEta4T USE
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U BRICK MILL BE PERWT= CONCRETE BRILL OR 4' SOLID CONCRETE BLOCKS
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t
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4. CHECK C/0 FOR CRACKS.
5. CHECK CGMBINATtON FOR STANDING
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PIPE GO
r!4 BARS
TREIICH WALL
Etas
r/4 BARS
PIPE 00.
— TRENCH WALL
sL POURED IN
I (SIDES NEXT TD TRENCH _-
HOT FORKED)
NOTE,
SEE NOTE FORMS NOT REQUIRED BELOW SPRING UNE.
CONCRETE MAY BE PLACED AGAINST SHAPED
CONCRETE PLACED ON
BANKS IN UEU OF FORMA
� {
UNDISTURBED SOD. AS
DETERMINED BY ENQNEER.
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CONCRETE ANTI —SEEP COLLAR
Not TO SCALE
SECTION A —A
SECTION OF
PRECAST MAIWOLE
EH�TXt1TTuT0IY DAR o Re
O�Ag D Q €
GMT
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N. 4 O Ir OC
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w REMOVE
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A
B
C
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c Ir
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18' -24'
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6'
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6'
6'
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7'
7'
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cGrNED noLE w/
NEOPRENNE BOOT T97 FLANGED
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O
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PLAN VIEW ' -- 1/2' GRADE 60
SEE NOTE STEEL RIMOORCEMENT
FM INVERT IN ELEV. BELOW
sT:E Pulls COPOLYMER
NJ TRANSITION 12 YIN. EIOSTMC POLYPROPYLENE
COUPLING MANHOLE PLASTIC
FORCE �_ t I EnsnNC ELEVATION SECTION A —A
MAIN D.I.P. BENCH
MANHOLE STEP DETAIL
IW PAD
E MP OF CONCRETE
. IOWARO TROUCH
1
GLsr MANHOLE
1 OW HOUSE MANHOLES SHALL ALSO COMPLY
MTN STANDARD DETAILS FOR PRECAST
CONCRETE MANHOLE-1
NOTE: IF DISTANCE '0' FROM DISCHARGE ELBOW TO EXISTING BENCH EXCEEDS
2' -0', PROVIDE ADDITIONAL PIPE AND 90' ELBOW. GROUT TO BENCH
AS SHORN.
FORCE MAIN — 3" THRU 800
CONNECTION TO EXISTING MANHOLE
NOT TO SCALE
I mo.
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NEOPRENE
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1. MATUM SPECIFICATIONS: NEOPRENE BOOT - ASTM C -923: PIPE
CLAMP 6 EXPANSION CLAMP - STAINLESS STEEL. ASTM C -923.
2. TWO PIPE CLAMPS REQUIRED FOR PIPE O.O.'S IS' VINO LARGER.
STANDARD MANHOLE BOOT
OR ADDRESS
0450
RU 24•
HT. - 20•
D-]0'
- — - • _v_ao�nTr --
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1. MEASUREMENT FOR THE STATION SHALL ALWAYS BE MADE FROM THE
CLOSEST DOWNSTREAM MANHOLE
2 ALL MEASUREMENTS ARE TAKEN FROM THE MANHOLE COVER CENTER
3, ALL MEASUREMENTS SHALL BE MADE ON A HORIZONTAL PLANE. RAT
GROUND LEVMi
4. DEFINITIONS
R.U. = RUN UP - THE HORIZONTAL MEASUREMENT OF THE
ACTUAL uIERAL PIPE
HT. - HEIGHT - THE DISTANCE MEASUREMENT AT 90* FROM
THE MAIN LINE TO THE PROPERTY UNE
D - DEPTH - DEPTH OF LATERAL AT PROPERTY LINE (NOTE
NORMALLY BETWITN 24' AID 40')
SANITARY SEWER _SERVICE LATERAL LOCATION
PROCEDURES FOR RECORD DRAWINGS
MASONBORO SOUND ROAD
WATER AND SEWER
SANITARY
D C b
00000 ,
400000D
SOLID COVER
STAINLESS bg
STEEL BOLTS COVER 1 ENSURE 24' MIL CLEAR OPENING.
2. SE7EA GUARDS NOT REQUWED
,. \ , as SEINED MAeeNDIEz
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I RING III, CONTACT
CHINED
I
2. DIMENSIONS SHORN ARE TYPICAL
I I
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ACTUAL DIMENSIONS ACT VARY.
RI
3. RING Q CONTACT
31 I/2'
SECTION "A —A A —All
STD. MANHOLE RING AND
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CASKET 4. WATERTIGHT MANHOLE RING TO BE
i
USED FOR NANILOLESt A -4.
A-7. A -8. A -9. A -10. A -11,
A -12. A -13. A -14. A -15. A -16.
A-22. A -23. A -24. A -256 A -27.
A -28 AND A -21L
24'
BOLTED WATERTIGHT
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Ar
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J
VENT
HOLES
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I I
=s Iro.
ACTUAL DIMENSIONS ACT VARY.
RI
3. RING Q CONTACT
31 I/2'
SECTION "A —A A —All
STD. MANHOLE RING AND
SHALL MA
AS OLTOO INSURE SEVEN K�
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COVER
` rt,
DT -5
MISCELLANEOUS DETAILS [� N0.

i
MN. COVER 3S' _. ....
3/4' THREADED
STEEL RODS (TYP.)
THRUST BLOCK
ROD REOUIREMENTS
SITE OF 45 DEGREE BEND
STATIC THRUST IN POUNDS
NUMBER OF RODS REQUIRED
6'
4,328
2
e'
7.694
2
12'
17.312
2
16'
30,779
4
20'
48.091
6
24"
69.252
8
NOTES.
I. ONCE INSTALLED ANp 710NT TNT STEEL RODS AND BOLTS SHALL BE COATED WITH
2 COATS OF 81TUM640US BiSE PAINT.
L CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS.
3 TYPICAL MIN. CLEARANCE BETWEEN CONCRETE AND END OF BOLT MUST BE 3'.
4. APPROVED OFFSETS CAN BE USED IN THIS APPLICATION
WOUND LINE
CRETE THRUST BLOC(
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LTRENCH BOTTOM
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TRENCH WALL
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TRENCH MOTS 4 PLUS E %TENSION 'B' INTO SIDES AND BOTTOM AS SHOWN IN
SCHEDULE Comatm INTO SIDES OF DITCH TO BE POURED AGAINST FIRM
UNDI T t�iO M ALONG THE RPE�AT LEAST COWACTm TO 90%
2. EA04 SITE FOR PIPE WITH ONE ANCHOR, LOCATE ANCHOR 4' -0' FROM DEADEN
AS SHOWN FOR PIPE WITH TWO ANCHORS. LOCATE FIRST ANCHOR 3'—T BACK
FROM DEAD END AND LOCATE SECOND ANCHOR W -0" FROM FIRST ANCHOR
3. WHERE THRUST BLOC( OCCURS. THE TRENCH SHOULD BE AT THE MINIMUM WIDTH.
4. CONCRETE SHALL HAVE MINIMUM 28 DAYS OOMPRESSVE STRENGTH OF 3000 PSI.
.rm m..e,rwc INS INARIHET sTREET aaEASM FOR DAR
'— Wu�� .m A MASONBORO SOUND ROAD
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SCHEDULE Comatm INTO SIDES OF DITCH TO BE POURED AGAINST FIRM
UNDI T t�iO M ALONG THE RPE�AT LEAST COWACTm TO 90%
2. EA04 SITE FOR PIPE WITH ONE ANCHOR, LOCATE ANCHOR 4' -0' FROM DEADEN
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FROM DEAD END AND LOCATE SECOND ANCHOR W -0" FROM FIRST ANCHOR
3. WHERE THRUST BLOC( OCCURS. THE TRENCH SHOULD BE AT THE MINIMUM WIDTH.
4. CONCRETE SHALL HAVE MINIMUM 28 DAYS OOMPRESSVE STRENGTH OF 3000 PSI.
.rm m..e,rwc INS INARIHET sTREET aaEASM FOR DAR
'— Wu�� .m A MASONBORO SOUND ROAD
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a TIE LLNIRACTOR 6 RE PONS 1[ FOR 1EILPOHARV SECINENI AM EROSION CONTROL MLAUJ=
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2. THE CONTACTOR b RESPORSIU FOR LOCA AtY'Q�COm UTUIES ilaOE ANY
CO STRUCTOG BEO M
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CO STRUCTOG BEO M
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ELECTRICAL NOTES
1. ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
NATIONAL ELECTRICAL CODE AND REQUIREMENTS OF THE LOCAL AUTHORITY
HAVING JURISDICTION.
2. PERMITS FOR ELECTRICAL WORK SHALL BE OBTAINED BY AND PAID BY THE
ELECTRICAL CONTRACTOR 714E ELECTRICAL CONTRACTOR SHALL PAY FOR
ANY ADDITIONAL FEES FOR INSPECTIONS. TESTS, AND OTHER SERVICES AS
REQUIRED FOR THE COMPLETION OF THE WORK.
3 THE ELECTRICAL CONTRACTOR AND ANY OF HIS SUBCONTRACTORS SHALL
VISIT THE PROJECT SITE TO VAINESS EXISTING CONDITION AND BECOME
FAMILIAR WITH THE SCOPE OF THE WORK REQUIRED PRIOR TO SUBMITTING
BIDS. WORx REWIRED BY EXISTING JOB CONDITIONS NOT INDICATED ON
DRAWINGS SHALL BE INCLUDED IN THE BD
4. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO RESULT IN THE
PRODUCTION OF A COMPLETE AND FUNCTIONAL ELECTRICAL SYSTEM. THE
ELECTRICAL CONTRACTOR SHALL PROVIDE ALL MATERIAL. LABOR, EQUIPMENT.
AND OTHER SERVICES AS NECESSARY TO COMPLETE THE WORK.
S DISCREPANCIES IN THE DRAWINGS AND SPECIFICATIONS THAT WILL AFFECT
THE WORK SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT
AND/OR ENGINEER PRIOR TO SUBMITTING BIOS.
8. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND INCLUDE A 3RD PARTY
LABEL (LE: UL. CSA. ETL. ETC.) LISTING APPROVAL FOR ITS INSTALLED
APPLICATION.
7. not used.
8 REVIEW PLANS OF OTHER TRADES FOR COORDINATION OF WORK AND FOR
RELATED AND ADJOINING WORK.
9 REVIEW OTHER TRADE PLANS FOR CONSTRUCTION TYPE. ETC. REVIEW OTHER
TRADE PLANS FOR PROJECT PHASING AND STAGING. REVIEW OTHER TRADE
PLANS FOR WORK COVERED BY ALTERNATE BID ITEMS.
10. ALL RACEWAYS SHALL BE RIGID PVC SCHEDULE 40.
11 PROVIDE NATIONAL ELECTRICAL CODE REWWRED CLEARANCES FOR ALL
ELECTRICAL EQUIPMENT. COORDINATE RESOLUTION OF CONFLICTS VATH OTHER
TRADES.
T2. CUTTING AND PATCHING TO INSTALL DEVICES AND EQUIPMENT SHALL BE
PERFORMED WITH FINISHES RESTORED TO THEIR ORIGINAL CONDITION SUCH
WORK SHALL BE COMPLETED TO A DEGREE THAT IS ACCEPTABLE TO THE
ENGINEER
13 PENETRATIONS OF STRUCTURE WALLS. FLOORS. OR ROOFS SHALL BE SEALED
WATERTIGHT INrMORS OF ALL RACEWAY CONNECTIONS AND PENETRATIONS
SHALL BE SEALED WITH NON - HARDENING ELECTRICAL PUTTY
14 VERIFY PROPER SIZING OF OVERLOAD DEVICES IN STARTERS BASED ON
EQUIPMENT NAMEPLATE DATA.
15. IF HORSEPOWER RATINGS OF EQUIPMENT DIFFER FROM THOSE INDICATED ON
THE DRAWINGS. NOTIFY THE ENGINEER FOR DIRECTION
16. ALL HARDWARE SMALL BE STAINLESS STEEL-
17 ALL CONDUITS SHALL ENTER THE BOTTOM OF EQUIPMENT MEYERS HUBS
SHALL BE USED FOR ALL CONNECTORS
18. CONDUIT OUTLET BODIES AND /OR CO OULETS SUCH AS Llia. Lt a. LR'a. ETC
ARE NOT ALLOWED
19 ALL CONDUIT CONNECTIONS AT EQUIPMENT, ENCLOSURES. AND THE WET
WELL SHALL BE SEALED WITH NON - HARDENING ELECTRICAL PUTTY.
20 SHARED NEUTRAL CONDUCTORS ARE NOT ALLOWED
ABBREVIATIONS
A AMP
AFG ABOVE FINISHED GRADE
ATS AUTOMATIC TRANSFER SWITCH
C CONDUIT
CT CURRENT TRANSFORMER
EG EQUIPMENT GROUND
KID HIGH INTENSITY DSCHQGE
NEC NATIONAL ELECTMAL CODE
HEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
PCP PUMP CONTROL PANEL
S/14 SOLID NEUTRAL
SCADA SUPERVISORY CONTROL & DATA ACOUMnotR
SPO SURGE PROTECTION DEVICE
V VOLTAGE
W Wltc
LEGEND
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$w IN WEATHERPROOF BOX WITH IN -USE COVER
01 GROUND ROD. 3/4' X 10' COPPER GLAD WHERE TWO
j ROOS ARE INDICATED. SPACE A MIMUMUM OF 20' APART
NOMERUN DES"ATICK X�112
CONDUCTORS UNLESS NO'TEO OTHERWISE
OUtWtENt GROUND CONDUCTOR
ASE H:ONDUCTOI
TRAL CONDUCTOR
B DETAIL CALLOUT
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6
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BASE PAD SIZE ON ACTUAL EQUIPMENT SUPPLIED. PAD SHOULD
CAP FOR FUTURE USE.
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314 "X10' GROUND ROD
INDICATED FOR CIRCUITRY
te'e
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POLE BASE DETAIL, AREA LIGHT
IMO SCALE
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II 11 -i I j . i 1 111 =! 11' GROUNDING ELECTRODE
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SOURCE 10 LABEL
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VOLTAGE, #PH, AMPS
VN " /4-p t£11[Ra
LOAD ID LABEL
EXHAUST FAN OF -13
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i V GRAVED LABELS SHALL FEAIM BLACK LETTERS ON
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2. FOR APPUCAMNS OTNER THAN ME" 1 ENCLOSURES.
PROVIDE DUPLICATE ID LABELS WSIDE ENCLOSURES.
W
6
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TV
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IFGRCE MAIN
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---- -- -----
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EQUIPMENT NAMEPLATE IDENTIFICATION
LUAIINAIRE SCHEDULE
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o- ❑ STATION ALUMNUM POLE HUBBELL S SERIES EQUIVALENT WAGE DISTRIBUTION: PHOTOCELL CONTROL. GRAY
REMARK SERIES EQUIVALENT FI1pSH FOR POLE R FIXTURE.
i
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COORDINATE CONDUIT
NADU do AM IM PA
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3412 ENTERPRISE DRI[W
ENTRIES WITH GENERATOR
POTTER FOR GENERATOR BATTERY CHARfNM BATTERY
HEATER & WANONG NEATER
3000 PSI MANUFACTURER
0£NtYS
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64 a s-ac
1211 cLa Clm"
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12'
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ANCHOR BOLTs FOR GENERATOR & ENCLOSIAM PER
PCp_5r
MANUFACTURER"s REQUIREMEItTS,
2.
BASE PAD SIZE ON ACTUAL EQUIPMENT SUPPLIED. PAD SHOULD
EXTEND 12' PAST EQUIPMENT EXTERIOR IN EACH DIRECTION,
EQUIPMENT NAMEPLATE IDENTIFICATION
LUAIINAIRE SCHEDULE
CAuw SYMBOL D8SCRIPr'0N JIwwltx L/IfP' BALLAST VOLTS AWRL AM=
PS 1 FLOOD LIGHT. PUMP ROUND TAPERED (1) 23OW PSMH HPF CWA 120Y 1P 2W HOLOPHAN� 1250PM- 12- K- W- POPR12 PULSE START CWA BALLAST: WET LOCATION:
o- ❑ STATION ALUMNUM POLE HUBBELL S SERIES EQUIVALENT WAGE DISTRIBUTION: PHOTOCELL CONTROL. GRAY
REMARK SERIES EQUIVALENT FI1pSH FOR POLE R FIXTURE.
i
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74ie,H>f1F
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3412 ENTERPRISE DRI[W
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/� jf
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�f
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—80' FROM VENT OPENING
_ ialfai::: 'lI
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FROM VENT OPENING
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WASTEWATER PUMP STATION HAZARDOUS LOCATION DIAGRAM
NO SCALE
RECEPTACLE LEGEND
ar"L N6MA VOLTS
5-208 120V IP 2W
IATT 0" I
POTTER FOR GENERATOR BATTERY CHARfNM BATTERY
HEATER & WANONG NEATER
Wg 5-20R 1120V 1P 2W
PQWhst . K f -- -
fOR qg )EATER
...�
120V 1P 2W
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
MASONBORO SOUND ROAD SANITARY SEWER E1
L WATER AND SEWER ELECTRICAL" P,TNAOTTEES, UGENDS, DETAILS

AND MT7 AOMATIaM SCNEELRE
TAO
OEFOR" M
MSLS/a
Comm=FROM
COWPJ.T TO
NOBS
SKIM TYPO
AND
lRA12MSGRCNPO3RICN
TAY'10NAM0
4W
AM
SCACA
MOTaMORYAL
SPARES
m
OiN
DEAFAATOR 87ARNS AC01/GNpI
/C•2TNILNO
2FM
am
2M
14
C04MIOROONIROLPAM
SCAGA
SCADA
GENKR4AIMCONONOLPAMEI
QELp2{A7CA Rf51 STUNS
SLaDUR+' PALLTNSfSfID02q/ OmDLi1CM
SUMMARY PRE AMREVALAPoI COIDMM
STARTCOAIAND MM IN COSW WFROM OCAOAI
SPANS
TO
a
la
W
as
GEMPIATORSTART
2q'CAFIL. /11a
ATS
OGMMATOR
SaNgCOUVAND
COMIitt
PIS
PLAW OM OYHHEIF O= FAIL
rC WaP CABLE
KW al
TFN,n" M IMIK14 CffiIST
TIMI— ASEALPAUM
CONTROL
IW
RaP1QOV0U6W40SMFAIL
TC,MMMF CANE
PLAINT*
TBUM%8 w TEFWL54AL cAmwT
ovtTcLPaaSALFAxum
CONTROL
PIS
PUMP OVEWWW A WAL FAIL
404
04
IEJWMW 09 TENOM04CABSET
PWPCONTROL PAWA OKFN
Rll®11 O4EMW A SEM FALLOM ON POTTEW CPOFO
RMP 42 OVEKIEW S SEAL FALOM IN POMR COFDtin
CONTROL
CONTW
PSSC
PLUP 5umm StAna A CONGOOL
1 wmawom
211A
7516
STM
mm
24N
214
299
2114
2FM
M4
STTA
PLw CONTROL PN6L O'CPt
SCAGA
SCAO4
PIMP OOMR04 PAM POP)
PYW SI RNHSTAVA
PNW Fl FAL STARA
W" a HOA STMIS
PuTP 4 RSAF
PUP M PAL
KW IM HaA STAU S
mTvmLHCJLLEVEL
LEAD FLWP FAT. O.E. LAO PWP W40 MN
PCP PDMSR LOSS
P1AP a AM e#O MOUE COMMAFO FROSI1C4aN
P-WP NZ AM*WMANO OTEMOTS COMYAM FROM SCAUN
2P AE2
IS
at
IN
al
m
m
m
IT
DI
GD
Do
WOLF
W1Fmu LEm. P-mm
h
FLOAT
PNYPCaNIROIPANELMOM
MAILVACTlSRR6 GAMED waftm[D
NAM610L
G
TOWNAL CABINET FOR PUMP
ROUTE FLOAT CABLES
TERMINAL CABINET WITHOUT
MP
A ::A PUTR
CONTROL & INSTRUMENTATION
CIRCUITRY RISER DIAGRAM
NO SCALE
8' ALUWNUH LADDER
TYPE CABLE TRAY W/
SOLID TOP COVER
ORSC• I GROUND BAR
PUMP
CONTROL
PAM
ELECTRICAL PUTTY, TOP
dc B0770M
STEEL CHANNEL
FROM VENT OPENwG
FROM VENT OPENING
FROM MATCH EDGE
NISI ABOVE MATCH LEVEL
SEAL PENETRATIONS WITH - - - - - - --
NOFI- HARDENING
SEAL PENETRATIONS WITH 15
PUTTY 46,
WITH NON- HARDENING -• - • - i ' -
ELECTRICAL PUTTY (TYP) -
GRADE CONCRETE ENCASMNT _ .
FOR POSTS w-
FLOATS SEAL PENETRATIONS WITH
LB-
NON - HARDENING ELECTRICAL. PUTTY __ E
� a CC I DIYa!NT1N 1 ICS:.CA ^u.
GROUP 0 KAZARDWS _
N (1) NNSlOE WET WELL
i LOCATION (2) 3' PERDIETER AROUND HATCH OPENING. NT- HHHL
(3) 3' RADIUS SPHERE FROM VENT OPENING
CLASS I OIVLS= QAS M7cAT1OH_
CLASS 1. DIVISION 2. (1) INSIDE VALVE VAW.T.
j GROUP 0 HAZARDOUS (2) T RADIUS SPHERE FROM VENT OPENING
LOCATION
EQUIPMENT & CIRCUITRY DETAIL FROM WET WELL TO PUMP CONTROL PANEL
NO SCALE
G I'C./6 GEC — -
GRADE SLAB
3/4 -X10' COPPER
GROUND CONNECTION — GROUND ROO — -
04SPECUOR WELL (TYWCAL)
(ACA) B= TO STEEL
20' MINIMUM REBAR IN MATT
WELL BASE
®
GROUNDING & BONDING RISER DIAGRAM
NO SCALE
a Pa1PD1
eRMMO we
m NAM do 0=n P.A
CONSULTING MNUn
38- FROM CONDUIT / VENT OPENING
60" FROM CONDUIT / VENT OPENING
TOP CAP. STAINLESS
CONDUIT / VENT OPENING
3412 ENTE1tPRfSE DF1VE
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(TYP). SEAL PENETRATIONS
4^ DNA STAINLESS
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ff!
WITH NON - HARDENING
ELECTRICAL PUTTY
WATERPROOF CONNECTORS (DESIGN
F
BASIS. KING DRYCONN) FOR PUMP CABLE
POWER. OVERTEMP. & SEAL FAIL GLAND
CABLES, FLOAT CABLES PASS FITTINGS
THROUGH TO PCP UNSPUCED. --,
PUMP
CONTROL
PAM
ELECTRICAL PUTTY, TOP
dc B0770M
STEEL CHANNEL
FROM VENT OPENwG
FROM VENT OPENING
FROM MATCH EDGE
NISI ABOVE MATCH LEVEL
SEAL PENETRATIONS WITH - - - - - - --
NOFI- HARDENING
SEAL PENETRATIONS WITH 15
PUTTY 46,
WITH NON- HARDENING -• - • - i ' -
ELECTRICAL PUTTY (TYP) -
GRADE CONCRETE ENCASMNT _ .
FOR POSTS w-
FLOATS SEAL PENETRATIONS WITH
LB-
NON - HARDENING ELECTRICAL. PUTTY __ E
� a CC I DIYa!NT1N 1 ICS:.CA ^u.
GROUP 0 KAZARDWS _
N (1) NNSlOE WET WELL
i LOCATION (2) 3' PERDIETER AROUND HATCH OPENING. NT- HHHL
(3) 3' RADIUS SPHERE FROM VENT OPENING
CLASS I OIVLS= QAS M7cAT1OH_
CLASS 1. DIVISION 2. (1) INSIDE VALVE VAW.T.
j GROUP 0 HAZARDOUS (2) T RADIUS SPHERE FROM VENT OPENING
LOCATION
EQUIPMENT & CIRCUITRY DETAIL FROM WET WELL TO PUMP CONTROL PANEL
NO SCALE
G I'C./6 GEC — -
GRADE SLAB
3/4 -X10' COPPER
GROUND CONNECTION — GROUND ROO — -
04SPECUOR WELL (TYWCAL)
(ACA) B= TO STEEL
20' MINIMUM REBAR IN MATT
WELL BASE
®
GROUNDING & BONDING RISER DIAGRAM
NO SCALE
a Pa1PD1
eRMMO we
m NAM do 0=n P.A
CONSULTING MNUn
3412 ENTE1tPRfSE DF1VE
IN&SON
WILMINGTON NORTH CAROLINA
(410j 492 -4210
CMA fN7.1t NC LICENSE 0 C -1073
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South � f r-43
DJM N3EL.0rq
© PLW CIRCUITRY 11- PVC SCH40 CONWT. 3►4. #SG (24OV, 3PH POWER). 4114 (OVERIEMP & SEAL FAIL)
® CONTROL.. FLOAT CABLES, 3' PVC SCH40 U MUM, CABLES SUPPLIED BY FLOAT WJ"ACRNRER I — J1
SUFFICIENTLY LONG TO REACH FROM WET WELL 70 PUMP CONTROL PANEL WITHOUT SPLICES WHILE PASSING �• _�
THROUGH CABLE TRAY A TERMINAL CABINET
ff,SXA OF A OPP'W SFARDIIRD DETAIL SEE SHEET E3. W*A 6 IN THE ap, DETAIL 00
FOR 711E SCF1FAUlE AND EI,fCIWGJIL CIRCUIT
CFPUA POWER RISER DIAGRAM. REVIStD'' '
Kv SCALE N/A
FINAL DRAWING - NOT RELEASED FOR CbN, S RUJMON
MASONBORO SOUND ROAD sANrrXRYsEvWR -
WATER AND SEWER LIFT STATION N0.1
ELECTRICAL - RISERS

OEVIMONS f AODTMI COMMENTS TO BTANDLRO OETAM -
I EQUIPMENT PAD SSCnOIe
a IN ADDITION TO GROUND ROD INDICATED INSIDE THE ENCL06URC i
INSTALL MO GROUM ROD$ EXTERNAL TO THE ETIClOSURE. SEE
LOCATIONS ON PLMI VEL i
tL REVISE CIRCUIT R a m ROUTWO SEE REYMED DETAIL ON S EET E2 i
Q NOTE FOR ALL UIG PVC CONDUIT TO BE AWWIUM OF Y CIA APRAES {
ONLY TO CONQUITS FOR PUMP CABLES AND FLOATCABLM
2. ECLWM9CT PAD PLAN: A LARGER ENCLOSLM MAY BE REQUIRED TTUW
THE RO CATED O)iM
IL MOUNTING FRAME DETAIL: NOCOrM NTS.
L ALARM LIGHT MTG DETAIL A LARRiER ENCLOSURE MAY BE REDUTA£D THAN II
THE INDICATED O Wes. t
a, PUMP CONTROL PANEL U NCLOS,.IM PROVIDE $POINT LATCMDIO HANDLE
RATHER THAN THE SST QUICK RELEASE LATCHES INDICATED
D. POWER RISER DIAGRAM. REVISE CIRCUIT W S RE ROUTING. SEE REVISED
DETAIL ON OW E2
7 ELECTRICAL EQUIRENTSC HEDULE:
2-2OGL FUSED WSCOtp+ECr. RSA FUSE$,
a- HSOAATS j
6- SODA Ma1RIC PART NUMBERS,
A RECEPTACLE SHALL BE WEARIER RESISTANT TIME. COVER SHALL BE
ol.m TYPE
a. ELECTRIC CIRCUIT SCHEDULE
2. t2mmA H.{W: 3NXTtN: r cONDUR i
Y T2WADV,3PH,4W M.ONXG, T CONDUIT
S- T20RLDV.2PFLLW: 341.4 tNJILD, r CONDUIT
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T.2w,3PNA U.O SON 40 PVC
D-m BARES rCOIMIIr
Ti- r CONDUIT
B GENERAL FATE$. (Sy SEE REVISED POWER RISER DIAGRAM DETAIL ON
SHEET E2 FOR PUFF CORD TERMINATION AT TERMINATION CABINET
RATTLER THAN PUMP CONTROL PANE.
PHU DETAILS ARE PROVM FOR REFERENCE AS CFPUA
STANDARD DETAILS. THESE DETABS ARE PRONGED HERE IN
THEIR E OMW AS RECEIVED BY C HEATHAM i ASSOCIATES.
BY V MM OF THESE DETAILS„ CHEATHAM b ASSOCIATES
INTF W HG REPRESENTATION THAT THE DETAILS ARE A
PRl> XT OF THEIR WWL
2. EGUFPYENT PRONGED SHALL COMPLY ACTH THE
It£quOtErAEfITS OF THE NORTH CAROLINA DEPARTMENT OF
ENNROIBI�NT Aim NATRUAL RESOURLES CIYISION OF WATER
WALRT DOCUMENT. 4wanwaEsImvcRFT9aRPoRTHE
PA3r.raACKFEFDATTDVT OFPEMfPSTATIONSMDFOICS; AWNS.
r. r PREWI RC TREATED PD@ (CONT1.11OIB)
• FRLLD4moLvf WGFRAMEro
ACGODIODATE LA %GM OEM"
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ALL T /YtEAR ®ROOS.gOT
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TOP OR SIDE OF CONTROL PANa EIS.LOatm6
AS NEAR AS POSSMl6 TOMWER 121 BLOCK(
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ti`9
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SEE DETAIL THISSH MI
THSRI BOLTED VW SST FASTWOM
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Al
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POWER RISER DIAGRAM
101 70 3WA
OOUMF THROW SAMYSI NrCH
coolm
PLUEOmtiw3aOrecr `�.
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CONTROL PANEL(¢( L� Recw
MOUNTING FRAME PLAN W/
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tl&*4vma SEIf`SE'ALD.'O.
LOCONO TYFEI CLASS,
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ti`9
'WARNING LADW
SEE DETAIL THISSH MI
THSRI BOLTED VW SST FASTWOM
\- ALL OBFOLUM
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Al
Ira
POWER RISER DIAGRAM
101 70 3WA
OOUMF THROW SAMYSI NrCH
coolm
PLUEOmtiw3aOrecr `�.
TELEMIETRY
CONTROL PANEL(¢( L� Recw
MOUNTING FRAME PLAN W/
7 DOUBLE THROW SAFETY SWITCH
41 t0 sc"
O WARNING 0
HIGH VOLTAGE INSIDE
KEEP ENCLOSURE LOCKED
DISCONNECT POWER BEFORE OPENING
ENTRY BY QUALIFIED
PERSONNEL ONLY
ELECTRICAL
90 (MNr - I r
SCHEDULE
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ENTRY BY QUALIFIED
PERSONNEL ONLY
ELECTRICAL
CIRCUIT
SCHEDULE
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MARK
CIRCUIT TYPE
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REMARKS
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CONTROL
PLOATGAeL.ee
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M VfD7iYmOOL NRATER WATTAGE a
VOLTAGE; REVISE CmCLtRY ACOORDIRMY
i
GENERAL NOTES:
III IF AVAOASLLATRUE 3P. 24WSERVCS IS PREFERED FOR FLAP STAWN POWER
W IF ATRUE J* SERVICE IS NOT AVALAIILL(AMITY POWER SHALL BE 12WZ V. 3*. a.VRL=ft DELTA HRM UNLESS
OTIEIOVBE ROM j
Pr CONDUITS FROM VW MEll TO PUMP CpTROLPAM FOR PLBPMOTOR CABLES SHALL OR RIM STEM OR W- ALL OTHER �
COHOIAMSHALI M Plc ummuOTIIERorm NOIEa
IQ ALL WW SHALL BE TRWf42 MRANDIU)COPPER UNLESS OtMOV SE NOTED, OR DIRECTED.
(q TgFLE)Mi° CONOLLT IS AtLORED EXCEPT FOR THR 00 OF TEGOIERKM FEEDER MTN THE FIN a MEEWDONNIXIM I
la7
DISCONNECT MOTOR STAMM AND OVELOAO OEAACES ADO FUSES SHALL BE— BY THE C3HMMAND SHOWN US
SLAMMAL WM DO UM
PI Im/ NW, 30 POWER AFTER METER SAM HIGH LEG RVUW MALL OB PROPERLY MARICO AND LOCATM W TF@ -W PHASE
POSlnw TNOiOHGNml/TOvvl=
M ALL WRG3THIALL BEONEP ECCCOMDF000aNOJODTS ST4ICES, ORARFCTrotHODIDASMIOWEDBEINLENCOITRDL
PANEL AND MIT WELL DEVICE&
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FIBMW1ASSa7 - - - - -- EQUIPMENT PAD STANDARD DETAILS ("
ENCLOSURE ( WARNING LABEL DETAIL
S AM N R24L FEAR
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TAD GRASS
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3L PANEL ENCLOSURE `' AI'" L Qy; B"`A01°7DN M0!°'� 2 14
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(9103 452 -4210
L to AU 3L NC LICENSE / C -1073
DIES.
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SANITARY.SIRWER, E3
MASONSORO SOUND ROAD LIFT STATION NdA �'- •
it WATER AND SEWER ELECTRICAL - CFPUA STANDARD DETAILS
,
I
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P
A. LADDER OMGRftt WHERE ORRZOEPrACL EISMKCRTIMAMAREALOW&Twcae
SWF Cn WILL SIT AODEDro TWGARECEPOK31A CIRCUIT
I LADDER DIAGRAM OVERTEMP M ORY CONTACT OUTPU%.IWLBE MORLALLY
TAOBED TTVEAND LAeELED Rtu
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