20080788 Ver 1_401 Application_20080508

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THE
WOOTEN
COMPANY
E N G I N E E R I N G
P L A N N I N G
ARCHITECTURE
May 6, 2008
Ms. Cyndi Karoly
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Pre-Construction Notification Application
Tyrrell County Water and Sewer Districts 1 &2
Pressure Sewer System
Tyrrell/Washington County, North Carolina
TWC No. 2876-B
Dear Ms. Karoly:
0 8 0 7 8 8
COURTESY
l op
On behalf of Tyrrell County, please find enclosed five (5) copies of the following items
regarding the above referenced project. Please note that this is a courtesy copy
and we are not requesting written concurrence.
• Pre-Construction Notification Application
• Applicable construction drawings (reduced scale)
• USGS maps and SCS Soils maps showing location of project
• Other appurtenant items to the Application (stream crossing coordinates)
120 North Boylan Avenue
Raleigh NC 27603-1423
919.828.0531
Please note that included is CD of the applicable construction drawings so that they can
be viewed and/or printed at full scale. (on 24" x 36" scale: 1" = 50')
This project proposes to construct approximately 193,400 linear feet of force main
ranging in size from 2 to 8-inch diameter. Currently residents of the Scuppernong
Township are being provided sewer service through failing septic systems. The proposed
pressure sewer system will provide new sewer service to replace these systems. To
construct this project as proposed, it is necessary to impact 32 streams in various
locations as shown in the attached application package. No permanent impacts are
proposed for this project and the preconstruction grade (contours) of streams will be
reestablished after disturbance.
I trust this information is sufficient; however, if you should have any questions or require
additional information, please do not hesitate to contact us.
Sincerely,
THE WOOTEN COMPANY
Stephanie A. Bliss, E.I.

MAY 1 2008
WFLA T09HW AWA
Enclosures: As stated.
cc: Mr. W. Mack Carawan, Jr. - County Manager
fax [phone]
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PRE-CONSTRUCTION NOTIFICATION
SUBMITTAL
FOR
TYRRELL COUNTY WATER AND SEWER DISTRICTS 1 & 2
PRESSURE SEWER SYSTEM
2876-B
APRIL 2008
?, tist
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MPS
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OAS PNQ SS??
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THE WOOTEN COMPANY
E: N GI NE E RING Ft A N N I N G An C H I TE C i U RE
1:?0 North Boylan Avenue Raleigh NC 21503-1423
9198'8.11531 tax i19,834,3589
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TABLE OF CONTENTS
Title Pages
Pre-Construction Notification Application ........................................................................ 5-14
APPENDICES
Appendix A - Vicinity Maps & Site Plans ........................................................................ 1-38
Appendix B - Site Coordinates .......................................................................................... 1-1
Appendix C - Soils Maps & USGS Maps of Project Area ................................................ 1-8

Office Use Only: Form Version March 05
0 8 0 7 8 8
USACE Action ID No. DWQ No.
(it any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)

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I. Processing G ??UM,V
,E
1. Check all of the approval(s) requested for this project: COPY
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 12

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3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), c ec he
- ?: i Ell W
II. Applicant Information
MAY 7 2008
1. Owner/Applicant Information
Name: W. Mack Carawan, Jr. D`"'` - g ?k weTFR BWC-H
Mailing Address: P.O. Box 449 riesnN?sTnRti
Columbia NC 27925
Telephone Number: 252-796-1371 Fax Number: 252-796-1188
E-mail Address: wmcarawann,tyrrellcounty.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: W. Brian Johnson P.E.
Company Affiliation: The Wooten Company
Mailing Address: 120 N. Boylan Avenue. Raleigh NC 27603

Telephone Number: 919-828-0531 Fax Number: 919-834-3589
E-mail Address: biohnson(a thewootencompany.com
Page 5 of 14

III. Project Information
1 Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Tyrrell County Water and Sewer District 1 & 2 - Pressure Sewer System
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A (Linear project in NCDOT R/W and T rrell
County Sewer Easement)
t 4. Location
County: Tyrrell/Washington Nearest Town: Creswell
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): From the intersection of
Old NC Hwy 94 and Allizood Road (SR 1200) extendiniz northeast to the intersection of US
Hwy 64 and Old Columbia Road (SR 1110)
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum):
WI: 35° 51'54" ON 76° 23'18" °W
W2: 35°55' 38" ON 76° 21' 35" °W
W3: 35°55' 39" ON 76° 19' 44" °W
W4: 35°55' 42" ON 76° 19' 9" °W
6. Property size (acres): 47 acres
7. Name of nearest receiving body of water: Scuppernong River/Bulls Bay
8. River Basin: Pasquotank
I (Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/ih2o.enr.state.nc.us/admin/mgps/.)

I Page 6 of 14

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing Residential and Commercial establishments
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10. Describe the overall project in detail, including the type of equipment to be used: The
project will involve the installation of a new water and sewer system Equipment used will
include track hoes and rubber tire back hoes.
11. Explain the purpose of the proposed work: To replace ailing septic systems with a sewer
i system to meet the needs of Tyrrell County
IV. Prior Project History
i If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. -
None
I V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
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1. Provide a written description of the proposed impacts: Wetlands will be impacted bx
construction as outlined below.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se aratel list impacts due to both structure and flooding.
*These wetlands will be Directionally Drilled.

Wetland Impact
Type of Wetland Located within Distance
to Nearest
Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Stream Impact (acres)
(indicate on map) herbaceous, bog, etc.) (linear
(yes/no) feet)
WI Temporary Forested Yes adjacent 0.0069
Permanent None
W2 * Temporary
Permanent Forested Yes adjacent None
None
W3 * Temporary
Permanent Forested Yes adjacent None
None
W4 * Temporary
Permanent Forested Yes adjacent None
None

Total Wetland Impact (acres) Temp: 0.0069
Perm:O
3. List the total acreage (estimated) of all existing wetlands on the property: Linear
Corridor - Total wetland acreage within construction corridor) equals total disturbed

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4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43.560.

Stream Impact
Number
(indicate on ma
P)

Stream Name

Type of Impact

Intermittent. Perennial Intermittent? Average
Stream
Width

Before
Impact
Impact
Length

(linear feet)
Area of
Impact
)
(acres)
1-3 UT of Scuppernong River Utility crossing Perennial 2 30 0.0014
2-4 UT of Scuppernong River Utility crossing Perennial 2 30 0.0014
3-5 UT of Scuppernong River Utility crossing Perennial 2 20 0.0009
4-6 UT of Scuppernong River Utility crossing Perennial 8 30 0.0055
5-8 UT of Scuppernong River Utility crossing Perennial 3 20 0.0014
6-10 UT of Scuppernong River Utility crossing Perennial 2 10 0.0005
7-13 UT of Scuppernong River Utility crossing Perennial 10 10 0.0023
8-14 UT of Scuppernong River Utility crossing Perennial 20 10 0.0046
9-16 UT of Scuppernong River Utility crossing Perennial 3 15 0.0010
Page 8 of 14

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10-19 UT of Scuppernong River Utility crossing Perennial 8 10 0.0018
11-20 UT of Scuppernong River Utility crossing Perennial 2 15 0.0007
12-22 UT of Scuppernong River Utility crossing Perennial 8 10 0.0018
13-23 UT of Bunton Creek Utility crossing Perennial 12 10 0.0028
14-24 UT of Bunton Creek Utility crossing Perennial 12 10 0.0028
15-25 UT of Bunton Creek Utility crossing Perennial 4 15 0.0014
16-27 UT of Bunton Creek Utility crossing Perennial 3 10 0.0007
17-28 UT of Scuppernong River Utility crossing Perennial 3 15 0.0010
18-30 UT of Scuppernong River Utility crossing Perennial 8 10 0.0018
19-31 UT of Scuppernong River Utility crossing Perennial 6 60 0.0083
20-32 UT of Scuppernong River Utility crossing Perennial 5 25 0.0029
21-33 UT of Scuppernong River Utility crossing Perennial 7 25 0.0040
22-34 UT of Scuppernong River Utility crossing Perennial 3 50 0.0034
23-36 UT of Scuppernong River Utility crossing Perennial 3 30 0.0021
24-37 UT of Scuppernong River Utility crossing Perennial 10 10 0.0023
25-40 UT of Scuppernong River Utility crossing Perennial 3 10 0.0007
26-1 * UT of Scuppernong River Utility crossing Perennial 4 0 0
27-7* UT of Scuppernong River Utility crossing Perennial 25 0 0
28-9* UT of Scuppernong River Utility crossing Perennial 30 0 0
29-18* UT of Scuppernong River Utility crossing Perennial 30 0 0
30-46* UT of Scuppernong River Utility crossing Perennial 5 0 0
31-47* UT of Bunton Creek Utility crossing Perennial 20 0 0
32-48* UT of Bunton Creek Utility crossing Perennial 25 0 0
Total Stream Impact (by length and acreage) 490 0.0575
*These streams will be Directionally Drilled.
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
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Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
None

Total Open Water Impact (acres)
I Page 9 of 14

6. List the cumulative impact to all Waters of the U.S. resulting from the project:

Stream Impact (acres): 0.0575
Wetland Impact (acres): Temp. 0.0069 and Perm. None 0.0069
Open Water Impact (acres): None
Total Impact to Waters of the U.S. (acres) None
Total Stream Impact (linear feet): 490
** There are no permanent impacts other than the conversion of forested
wetlands to herbaceous wetlands within the 10' maintenance corridor centered
over the pipe alignment. No fill will be placed within jurisdictional wetlands.
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
I included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
I local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification Avoidance and Minimization
( )
1 Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
1 site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The sewer force main has been located 5eet from the edge of pavement to minimize impact
Large wetlands, as well as streams that are larger than 12 feet will be directionally drilled The
sewer force main has been located to minimize the disturbance to wetlands and where possible
the sewer was routed around the wetlands.

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VIII. Mitigation
DW - In accordance with 15A NCAC 2H .0500 mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
1 freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/strmgide.hti-ni.
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description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
1 and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Mitikatinz through avoidance and minimization

2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
I [phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
wbsite at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
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Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify ? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B.0242 or.0244, or.0260. N/A
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Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. N/A (linear project)
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater collected by this protect will enter the existing Town of Creswell sewer system and
be treated at the Town of Creswell Wastewater Plant
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The project area is an existing rural community with failinjZ septic systems and the system is
being installed to get service to these homes
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
Page 13 of 14
Applicant/Agent's Signature '---I bate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
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Appendix A
VICINITY MAPS & SITE PLANS
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WATER AND SEWER DIS NORTH CAROLINA STRICTS 1 & 2
JA
PRESSURE SEWER z SYSTEM
CONTRACT 1 - PRESSURE SEWER FROM CRESWELL .LL INTO WASHINGTON COUNTY
CONTRACT 2 - PRESSURE SEWER FROM WASHINGTO AUGUST 20 ON COUNTY INTO TYRRELL COUNTY
007
COUNTY COMMISSIONER Tommy W. Spruill, Chairman ERS
nan
person
Florence Bryant, Vice Chairpers Card L. Wi~~is Tony Sawyer
vyer
Zacharias Brickhouse
COUNTY MANAGER 2
Willie Mack Carawan, Jr. r.

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THE WOOTEN COMPANY
a ~ FINAL DESIGN
v IL NOT RELEASED
FOR CONSTRUCTION
120 North Boylan Avenue Raleigh NC 27603-1423
919.828.0531 fax [phone]
Sheet No. 1 of 95 Sheets

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1 ~ 1 y;,u 1 1 ~ 35 56 58 57 'z, 8 5 ~ ` 1 O D ~
1 1'.,1 ti- Streom Im act " 21-33 1 ;,1 (Streom 3p3) Z 57 SR 1113 O ~ + U CC ~ .rte-, Q
~ 35 m Streom 11 act • 32-48 -.w ~w 5treo Imppact " 20-32 ra 58 f:C 3R 1110 J W fA
(Strepml4 ,,"v e 32) 67 .~a , - ~ w w c}n ~
_ 1=,1 .r ~ - - ~v. ° ~ ~ U w
I~ - 1 `b 0 6 II 1•~1 u 66 63 II 1•>;1 `s;,,~~'"'- v Impact • 18-30 0 63 ~ ~ Q W JO
I 11 ? r l 'k eam 30J ~ 4 i ~ o fn if i~ir ~
II. IL; h;r. 34 Stream c 10 64 I t ; „t{, g 51 (S om e~ 1 Stream Impact " 2 W ~ ~
` (Streom 9)=• 5 Q ~ ~ ~ ~
- I 5 5 - a R0 , vis Wa r & ew ~
11 0 ~1 W r ' ~ >.1 °°d~eyG 33
`1 ad ~ Dis 'ct o. 1 U
J J
10 ::I o /i/ 1 I 53 W
'i Stre° Im act • 4 S
~ ti~ ' d ~ ~e ~ (Stre m 61 ''p 1 00 'y I jJb, sC F- pA
a 1 ,i ~ 1 - 54 ~ O ll I 5tre°m Impac A~
0 I ~ ( (Stream 8) .i ILI
ti~ ?.I Stream I act • 3-5 h - .A y
ti~ d I fi~ I (Streom 5 r ~ p
y / ~ l 0 n I ~ V
~ b (11 31 ll~ StreO Impact " 27-7
~ o I 45 (Stream 83 ~ 9 ~ lal
0 ~ Stream Impact " 2- 1 r`- ~ 0 (Stream 4) 1 l
s e I 83 ti~
/ ~ 86 d ~ 5~
0 9 `ti o 1 3D ? 2
~ ~ II G
0 , _ ~ 82 OJ treao~ 13poct 1 3 Q ? ? Stre Impact " 25- 0 ~ Cron ~
Q7 4'~ - ~o~ 1 .1` ~ (Str 40) - S4 s a
~ GS .y p ? ? (105
~ BA 87 Streom Impact • -31~ e1
(Streom all ~ 28 i'.: ~ sQ _ Strew Imppact 1R-2~" ~ , 2S p (Strew 28) ?''Q ? G~'
89 `t`V// •
88 88 `Q~
~ ® 81
~ 81 1 1 PRESSURE SEWER SYSTEM DES~GNEDBY; WBJ
O 1 1 ~ 1 1 7 - 7 80 1
t O 1 80 1 WATER & S EW E R DRAWN BY.
3 l 0 79 79 1158 ~ 1 O SR k TK l EJB
" gad ti.
~ avid m Town of ° D gt, DISTRICT 1 & 2 CHECKED BY. WBJ
~ .Streom Impact • 26-1 ~°t; ~ ~ ` Creswell 6 treom ~ ' a PROJECT NO..
ro ~ ~ a~ 2a7s-B
~ ~ N,.
- ~ C o C~ - _ _ o~~,o LEGEND DATE; auG 2007
~ © ~ 41 SCALE:
' Q y5 etland 1 - W1 ° Sheet Location No, AS SHOWN
C - ~ ~ g°ad ~
~ 0 eCrY si, 5h ~ J 1
~ . N ~ x2 ~ O Proposed Flow Meter Station
~
~ Creswell ~ ~ 1500' 750' 0 1500' 3000' 4500' SHEET Z OF 95
1 1 A A 1~ IAI IAI T R FINAL DESIGN
SCALE: 111.15001 NOT RELEASED
FOR CONSTRUCTION
*9T ~H€SE\.CONTRACTS)Y vv I r

CONTRACT 1 CONTRACT 2
1. COVER SHEET 1. COVER SHEET 55. NEW 3" PVC FORCE MAIN -BAY POST OFFICE ROAD -STA. 0+00 TO STA, 28+24
2. LOCATION MAP 56. NEW 4" AND 3" PVC FORCE MAIN -TRAVIS ROAD -STA. 0+00 TO STA.28+00 z
2. LOCATION MAP
3. INDEX TO DRAWINGS 0
3. INDEX TO DRAWINGS 57. NEW 3" PVC FORCE MAIN -TRAVIS ROAD -STA, 28+00 TO STA. 56+00
w
4. ABBREVIATIONS, GENERAL NOTES AND LEGEND 4. ABBREVIATIONS, GENERAL NOTES AND LEGEND 58. NEW 3" PVC FORCE MAIN -TRAVIS ROAD -STA. 56+00 TO STA. 84+00
5. NEW 8" PVC FORCE MNN -CHERRY ROAD /MAIN ST -STA. 0+00 TO STA. 28+00 2+50 TO STA. 221+00 59, NEW 3" PVC FORCE MAIN -OLD COLUMBIA ROAD -STA. 84+00 TO STA. 109+00
12. NEW 6" PVC FORCE MNN - ALLIGOOD ROAD / ALBEMARLE CHURCH ROAD -STA. 192+50 TO
6. NEW 8" PVC FORCE MAIN - 1st STREET /SAINT DAVID ROAD -STA. 28+00 TO STA. 56+00
13. NEW 6" PVC FORCE MAIN - ALBEMARLE CHURCH ROAD -STA. 221*00 TO STA. 248*00 X00 60. NEW 3" PVC FORCE MAIN -OLD COLUMBIA ROAD -STA. 109+00 TO STA. 134+48
7. NEW 8" PVC FORCE MAIN -SAINT DAVID ROAD / 6th STREET -STA. 56+00 TO STA. 82*00
14. NEW 6" PVC FORCE MAIN - ALBEMARLE CHURCH ROAD -STA. 248+00 TO STA. 276+00 +00 61. NEW 3" PVC FORCE MAIN - WOODLEY ROAD STA. 0+00 TO STA, 9+84
NEW 2" PVC FORCE MAIN -OLD COLUMBIA ROAD -STA. 0+00 TO STA. 3+62
8. NEW 8" PVC FORCE MAIN - ALLIGOOD ROAD -STA. 82+00 TO STA. 109+00 15. NEW 6" PVC FORCE MAIN - ALBEMARLE CHURCH ROAD -STA. 276*00 TO STA. 303+00 +00
62. NEW 3" PVC FORCE MAIN -CHAPEL HILL ROAD -STA. 0+00 TO STA. 14+00
9. NEW 8" PVC FORCE MAIN - ALLIGOOD ROAD -STA. 109*00 TO STA. 137*00 W
16. NEW 6" PVC FORCE MAIN -STA. 303+00 TO STA. 317+24 63. NEW 3" PVC FORCE MAIN -CHAPEL HILL ROAD -STA. 14+00 TO STA. 28+00 ~ N
10. NEW 8" AND 6" PVC FORCE MAIN - ALUGOOD ROAD -STA. 137+00 TO STA. 165+00 NEW 6" PVC FORCE MAIN - STA. 0+00 TO STA. 14+00 U W ~
~ _o
11. NEW 6" PVC FORCE MAIN - ALLIGOOD ROAD -STA. 165+00 TO STA. 192*50 17. NEW 6" AND 4" PVC FORCE MAIN - ALBEMARLE CHURCH ROAD -STA. 14+00 TO STA. 42*00 A. 42+00 64. NEW 3" PVC FORCE MAIN -CHAPEL HILL ROAD -STA. 28+00 TO STA. 56+00 ~ m U N ~
OC M
~p 65. NEW 3" PVC FORCE MAIN -CHAPEL HILL ROAD -STA. 56+00 TO STA. 69+82 ~ , Q a
12. NEW 6" PVC FORCE MAIN - ALLIGOOD ROAD / ALBEMARLE CHURCH ROAD 18. NEW 4" PVC FORCE MNN - ALBEMARLE CHURCH ROAD -STA. 42+00 TO STA. 70+00 Z ~ ~
STA. 192+50 TO STA. 22100 TA. 97+12 66. NEW 2" PVC FORCE MAIN -STA. 0+00 TO STA. 11+15 z z
19. NEW 4" AND 3" PVC FORCE MAIN - ALBEMARLE CHURCH ROAD -STA. 70*00 TO STA. 97+12
28. NEW 6" PVC FORCE MAIN - NC HWY 94 -STA. 0.00 TO STA. 28+00 H II II k~, }fir! ro n. Q o ' 67. NEW 3 AND 2 PVC FORCE MAIN -TRAVIS SCHOOL ROAD -STA. 0+00 TO STA. 17+59 ± O J
20. NEW 4" AND 3" PVC FORCE MAIN -BULLS BAY RUN -STA. 0+00 TO STA. 28*00 - N N O
29. NEW 6" PVC FORCE MAIN - NC HWY 94 -STA. 28+00 TO STA. 56+00 ~ O ~
21. NEW 3" PVC FORCE MAIN -BULLS BAY RUN -STA. 28+00 TO STA. 55*50 68. NEW 4" PVC FORCE MAIN - ALBEMARLE CHURCH ROAD -STA. 0+00 TO STA. 14+00 ~S ? m
LJJ W o wo
30. NEW 6" PVC FORCE MNN - NC HWY 94 -STA. 56+00 TO STA. 84+00 22. NEW 3" PVC FORCE MAIN -BULLS BAY RUN -STA. 55+50 TO STA. 64+20 69. NEW 4" PVC FORCE MAIN - ALBEMARLE CHURCH ROAD -STA. 14+00 TO STA. 42+00 ~
Z
79. NEW 3" PVC FORCE MAIN -SLANT DAVID ROAD -STA. 0+00 TO STA. 28*00 NEW 2" PVC FORCE MAIN -STA. 0*00 TO STA. 2+35 70. NEW 4" AND 3" PVC FORCE MAIN - ALBEMARLE CHURCH ROAD -STA. 42+00 TO STA. 70+00 W
NEW 3" PVC FORCE MAIN - ALBEMARLE SHORES -STA. 00+00 TO STA. 14+00
80. NEW 3" PVC FORCE MAIN -SAINT DAVID ROAD -STA. 28+00 TO STA. 56+00
23. NEW 3" PVC FORCE MNN - ALBEMARLE SHORES / ALBEMARLE SHORES EXT.-STA. 14*00 TO .14+00 TO STA. 42+00 71. NEW 3" PVC FORCE MAIN - ALBEMARLE CHURCH ROAD -STA. 70+00 TO STA. 84+00 a z
81. NEW 3" PVC FORCE MAIN -SAINT DAVID ROAD -STA. 56*00 TO STA. 84+00
24. NEW 3" AND 2" PVC FORCE MAIN - ALBEMARLE SHORES EXT -STA. 42+00 TO STA. 47*89 f A. 47+89 72. NEW 3" PVC FORCE MAIN - ALBEMARLE CHURCH ROAD -STA. 84+00 TO STA. 98+00
4+02 ~
86. NEW 6" WATER MAIN AND NEW 4" FORCE MAIN - NC HWY 94 -STA. 0+00 TO STA. 28*00 NEW 3" AND 2" PVC FORCE MAIN - ALBEMARLE SHORES EXT -STA. 0+00 TO STA. 4+02 NEW 3" PVC FORCE MAIN -COLONIAL BEACH -STA.0+00 TO STA. 14+00 73. NEW 3" PVC FORCE MAIN - ALBEMARLE CHURCH ROAD -STA. 98+00 TO STA. 119+67
~ N O
87. NEW 6" WATER MAIN AND NEW 4" FORCE MWN - NC HWY 94 -STA. 28+00 TO STA. 56+00 'A.14+00 TO STA. 38+55 74. NEW 3" AND 2" PVC FORCE MAIN -NORTH BAY DRIVE -STA. 0+00 TO STA. 9+10 Z
25. NEW 3" AND 2" PVC FORCE MAIN -COLONIAL BEACH /COLONIAL BEACH EXT- STA. 14*00 88. NEW 6" WATER MAIN AND NEW 4" FORCE MAIN - NC HWY 94 -STA. 56+00 TO STA. 84*00 NEW 3" PVC FORCE MAIN -FOLLY LANDING -STA, 0+00 TO STA, 14+00 N ~
26. NEW 3" AND 2" PVC FORCE MAIN -COLONIAL BEACH EXT -STA. 0+00 TO STA. 22*22 !+22 ~ ~
89. NEW 6" WATER MAIN AND NEW 4" FORCE MAIN - NC HWY 94 -STA. 84*00 TO STA. 96+57± 75, NEW 3" AND 2" PVC FORCE MAIN -FOLLY LANDING -STA. 14+00 TO STA, 32+12 ~ ~ ~ ~ ~a z
27. NEW 3" AND 2" PVC FORCE MAIN -COLONIAL BEACH EXT. AND LANDING DRIVE
76. NEW 3" PVC FORCE MAIN -DAVENPORT ROAD -STA, 0+00 TO STA. 28+00 z ~ " ~ ~ Q
92. SANITARY SEWER DETAILS NEW 2" SERVICE LINES - ALBEMARLE CHURCH ROAD O oW ~
77. NEW 3" PVC FORCE MAIN -DAVENPORT ROAD -STA. 28+00 TO STA. 55+00 ~ ~ ~
93. EROSION CONTROL /MISC. DETAILS 30. NEW 6" PVC FORCE MAIN - NC HWY 94 -STA. 56+00 TO STA. 84+00 w ~ can ~
w F-
94. STANDARD DETAILS -MISCELLANEOUS SEPTIC TANK DETAILS 78. NEW 3" AND 2" PVC FORCE MAIN -DAVENPORT ROAD -STA. 55+00 TO STA. 71+15 ~ N ~
31. NEW 6" PVC FORCE MAIN - NC HWY 94 -STA. 84*00 TO STA. 112+00 AND NEW 1/2" SERVICE LINE -OLD COLUMBIA ROAD ~ w aW w 0
95. STANDARD DETAILS -MISCELLANEOUS SEPTIC TANK DETAILS °C w ?
32. NEW 6" PVC FORCE MAIN - NC HWY 94 -STA. 112+00 TO STA. 137+00 81. NEW 3" PVG FORCE MAIN -SAINT ,DAVID ROAD -STA. 56+00 TO STA. 84+00 ~ ~
~u
33. NEW 6" PVC FORCE MAIN - NC HWY 94 -STA. 137+00 TO STA. 164.50 82. NEW 3" PVC FORCE MAIN -SAINT DAVID ROAD -STA. 84+00 TO STA. 112+00 ~
z d
83. NEW 3" PVC FORCE MAIN- SAINT DAVID ROAD -STA. 112+00 TO STA. 136+50 0
34. NEW 6" PVC FORCE MAIN - NC HWY 94 -STA. 164+50 TO STA. 193+00
r
35. NEW 6" PVC FORCE MAIN - NC HWY 94 -STA. 193+00 TO NEW PUMP STATION N0. 1 0 0.1 84. NEW 3" PVC FORCE MAIN -CROSS LANDINGS ROAD -STA, 0+00 TO STA. 11+04 ~
~ 36. NEW 6" AND 4" PVC FORCE MNN - NC HWY 94 -STA. 0+00 TO STA. 28+00 85. NEW 8" GRAVITY SEWER AT 4-H ENVIRONMENTAL CONVENTION CENTER ~
0 37. NEW 4" PVC FORCE MAIN - NC HWY 94 -STA. 28+00 TO STA. 42*00 86. NEW 6" WATER LINE AND 4" PVG' FORCE MAIN - NC HWY 94 -STA. 0+00 TO STA. 28+00
v 0 87. NEW 6" WATER LINE AND 4" PVC FORCE MAIN - NG HWY 94 -STA. 28+00 TO STA. 56+00
~ - T- 1 38. NEW 4" PVC FORCE MNN - NC HWY 94 -STA. 42*00 TO STA. 56+00
a - o ° o o i \ ~ ~ 39. NEW 4" AND 2" PVC FORCE MAIN - NC HWY 94 /BUTLER ROAD -STA. 56*00 TO STA. 70 ~ ~ o m - o o STA. 70+00 88. NEW 6" WATER LINE AND 4" PVC FORCE MAIN - NC HWY 94 - STA,56+00 TO STA. 84+00
0 ~ p p ~ ' f \ i m o ~ ~ , ~ ~ ~"ti, o p 40. NEW 4" PVC FORCE MAIN -BUTLER ROAD -STA. 70+00 TO STA. 84+00
89. NEW 6" WATER LINE AND 4" PVC FORCE MAIN - NC HWY 94 -STA. 84+00 TO STA. 93+57
~ ~ ~ . a a` > ` ~ - ~ .moo `i , .
0 0~ '"^ti_~` ~ p ~ ~~m' ~ "i' mi ~ m ~ ~ ~.i 41. NEW 4" PVC FORCE MAIN -BUTLER ROAD -STA. 84+00 TO STA. 111+00 90. PUMP STATION N0.1 AND N0.2 SITE PLANS
o m a ~ ~ o ; -
w ~ m m } o ~ ~ o 42. NEW 4" PVC FORCE MAIN -BUTLER ROAD -STA. 111*00 TO STA. 125*00 91. PUMP STATION PLANS AND SECTIONS
n pu. ° r~ ~b ° ' ~ f~ m ~ a 43. NEW 4" AND 2" PVC FORCE MAIN -BUTLER ROAD / NC HWY 94 -STA. 125*00 TO STA.13 o~ "'tom '0 STA. 139+00 92. SANITARY SEWER DETAILS
~ o ~ ca p ~ f ' i l 44. NEW 4" PVC FORCE MAIN - NC HWY 94 -STA. 139*00 TO STA. 153+00 93. EROSION CONTROL - MISCELLANEOUS DETAILS
~ r'~ p,,~ r~,_,pp~p. 45. NEW 4" PVC FORCE MAIN - NC HWY 94 -STA. 153+00 TO STA. 167*00 94. STANDARD DETAILS - MISCELLANEOUS SEPTIC TANK DETAILS
DESIGNED BY;
~ NEW 3" PVC FORCE MAIN -CYPRESS ROAD -STA. 0+00 TO STA. 7+00
p 95. STANDARD DETAILS - MISCELLANEOUS SEPTIC TANK DETAILS WBJ DRAWN BY.
~ i ~ ~ i o o -,gr- o ~ ° ~ a 46. NEW 4" AND 3" PVC FORCE MAIN - NC HWY 94 -STA. 167+00 TO STA. 181*00 TK 1 EJB
a~i - ~6 ~ ~ ~ ~2 ~ ' ~ ~ N r ~ o m ~ ^ y \ 47. NEW 3" PVC FORCE MAIN - NC HWY 94 AND OLD COLUMBIA ROAD -STA. 181+00 TO STA. 1 m -'j~° ~ ~ ~ o r` ~ ~ 48. NEW 3" PVC FORCE MAIN -OLD COLUMBIA ROAD -STA. 193+00 TO STA. 209+82 TO STA. 193+pp CHECKED BY. WBJ
PROJECT NO.: 2876.6
DATE;
N r ~ m ~ 1 ~ ~ ~ ~ ~ ~ 49. NEw 2" AND 3" PVC FORCE MAIN -RAMP ROAD -STA. 0+00 TO STA. 1400 AUG 2007
SCALE;
N o o p 'a"~'- ( ~ 50. NEW 3" FORCE MAIN - WOODLEY STATION ROAD -STA. 0+00 TO STA. 28+00 NOT TO SCALE
~ o i ~ m o ~o _ ~ 51. NEW 3" FORCE MAIN - WOODLEY STATION ROAD -STA. 28+00 TO STA 55*15
«i U ~ ~ O Q ~ ~ 10 ~rr~ i, j_ _ _ D
N ~ ! - ~ ~ / ~ ~ 52. NEW 3" FORCE MAIN -RACCOON ROAD -STA. 0+00 TO STA. 10+46
FINAL DESIGN SHEET 3 OF 95
~ ~ ~ ! ~ ~ ~ ~ T~ NEW 2" PVC SERVICE LINE -CHAPEL SWAMP LANE
NOT RELEASED
FOR CONSTRUCTION Q
VICINITY MAP 53. NEW 3" FORCE MAIN - WOODLEY STATION ROAD -STA. 0+00 TO STA. 26150 J
co N ~ NOT TO SCALE 54. NEW 3" FORCE MAIN -CHAPEL HILL ROAD -STA. 26+50 TO STA. 39+28 AND STA. 0*00 TO 0+00 TO STA.3+89

ABBREVIATIONS NOTES
LEGEND
ADHERE TO THE FOLLOWING ITEMS IN THE CONSTRUCTION OF THE PRESSURE SEWER SYSTEM
A AREA LP LIGHT POLE IMPROVEMENTS UNLESS OTHERWISE NOTED,
ABAND ABANDONED LT LEFT
ABC AGGREGATE BASE COURSE LWL LOW WATER LEVEL GENERAL
ac ACRES 1. EXISTING UTILITIES ARE LOCATED ON PLANS APPROXIMATELY. NOTIFY UTILITY LOCATING SERVICE TO E To SURVEY SEINER z
A.F.F. ABOVE FINISHED FLOOR MAX MAXIMUM MARK LOCATION OF EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TION ~
AL ALUMINUM MECH MATERIAL ACTIVITY. CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES. APPROX APPROXIMATE MATL MECHANICAL .ITIES. EXISTING NEW EXISTING NEW ~n - ~
ALT MFR. MANUFACTURER THE COST TO REPAIR THESE FACILITIES, IF DAMAGED, SHALL BE THE RESPONSIBILITY OF THE ASPH ASPH e eM BENCHMARK ~ssux MANHOLE ~ owC
ASSY ASSEMBLY MH MANHOLE CONTRACTOR.
AVG AVERAGE MJ MECHANICAL JOINT TEMPORARY BENCHMARK ova CLEAN OUT • r8M
ARV AIR RELEASE VALVE MIN MINIMUM 2. PROTECT EXISTING PROPERTY CORNER MARKERS. REPLACE DISTURBED PROPERTY CORNERS BY A A ®~M CONCRETE MONUMENT SS SEWER LINE SS
AZ AZIMUTH MON MONUMENT PROFESSIONAL LAND SURVEYOR.
AWWA AMERICAN WATER WORKS ASSOCIATION o IRON PIPE • FM FORCE MAIN FM
N/A NOT AVAILABLE 3. TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY. MINOR R o HUB & TACK ¦ REDUCER 1
B-B BACK OF CURB TO BACK OF CURB N NORTH ITEMS SHALL INCLUDE, BUT NOT BE LIMITED T0, EXISTING SIGNS, MAIL BOXES, STORM SEWER PIPES,
BLDG BUILDING NAD 83 NORTH AMERICAN DATUM 1983 SHRUBS {UNDER 6 FT IN HEIGHT) AND TREES {UNDER 3 INCH IN DIA,>. REINSTALL ITEMS TO THEIR "S' e NAIL • AIR RELEASE MANHOLE 0 :IR
BM BENCHMARK NC NORMAL CROWN ' ORIGINAL CONDITION. TREES AND SHRUBS SHALL BE REPLANTED OUTSIDE OF EASEMENT AND o NAIL & CAP • TERMINAL CLEANOUT HI
BOA BLOW-OFF ASSEMBLY NC GRID NORTH CAROLINA GRID :PER ® PK NAIL • IN-LINE CLEANOUT 0
BOT BOTTOM NCGS NORTH CAROLINA GEODETIC SURVEY RIGHTS-OF-WAY AT A LOCATION AGREED TO BY THE PROPERTY OWNER, INCLUDE COST IN THE PER Bw BARB WIRE N0. NUMBER FOOT COST OF THE UTILITY BEING INSTALLED.
NTS NOT TO SCALE '3~8.~ SPOT ELEVATION %ZHP PUMP,1 PUMP . ~
cs~c CURB AND GUTTER NOM NOMINAL 4. SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHER (1860 GAL. TANK) ~
ce CATCH BASIN NWL NORMAL WATER LEVEL STRUCTURES DURING CONSTRUCTION. REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION AT NO +6ss.s CONTROL POINT ~ N NO %2HP PUMP , 2 PUMP . ~ Z w
CL CENTERLINE ADDITIONAL COST, CURB (2800 GAL. TANK) Q ~ o
CIP CAST IRON PIPE OC ON CENTER ~ _
cI CURB INLET oD OUTSIDE DIAMETER 6 INCHES OF NCDOT ABC AGGREGATE SHALL BE PROVIDED FOR THE FULL WIDTH OF UNPAVED PAVED ROADS %ZHP PUMP,2 PUMP • ~ ~ ~ (6000, 8000 & ~ a z ~r
CLR CLEARANCE 0/H OVERHEAD 5' , 0 4 V - ~ OQ OSITE UNPAVED ROADS 10 000 GAL. TANK) • .
ONUMENT ORIG ORIGINAL DRIVEWAYS AND ROADS FROM THE EDGE OF THE ROAD SHOULDER TO 15 FEET PAST THE OPPOSITE CM CONCRETE M
cMP CORRUGATED METAL PIPE SIDE OF THE PIPE TRENCH AND OTHER AREAS OF EXISTING DRIVEWAYS AND ROADS DISTURBED BRIDGES & BOX WATER ~ ~ x CULVERT ~
CMU CONCRETE MASONARY UNIT PC POINT OF CURVATURE DURING CONSTRUCTION. ~ Z dig,, ~
CO CLEAN OUT PED PEDESTAL - - - ~ PAVED DRIVEWAYS ~~k, _
caNC CONCRETE PE PLAIN END 6. OPEN CUT PAVED DRIVEWAYS, SIDEWALKS, AND CURB AND GUTTER. REPLACE CURB AND GUTTER CONT CONTINUOUS PI POINT OF INTERSECTION WITH NEW TO MATCH THE EXISTING CROSS SECTION. PROVIDE PAVEMENT PATCHING PER DETAIL, & PARKING EXISTING NEW ~~'~r'~"'' ® C
CONSTR CONSTRUCTION PIV POST INDICATOR VALVE L. ® - N N UNPAVED DRIVEWAYS ~ WATER VALVE N ~ z m
CONTR CONTRACTOR P PROPERTY LINE 7, FOR NCDOT STANDARDS SEE SPECIFICATIONS. & PARKING - ~
COR CORNER RP POWER POLE Db BUTTERFLY VALVE /N W W ° GUARDRAIL = z N
CP&L CAROLINA POWER AND LIGHT PRV PRESSURE REDUCING VALVE ~-~4 FIRE HYDRANT ~ F- -
CULV CULVERT PSI POUNDS PER SQUARE INCH z
PVC POLYVINYL CHLORIDE
D DEPTH PT POINT STORM DRAINAGE a REDUCER/INCREASER 1 W aD4 BLOW-OFF ASSEMBLY •~1
DI DROP INLET PVMT PAVEMENT EROSION CONTROL EXISTING NEW
DIA DIAMETER AIR RELEASE MANHOLE O Q
DIP DUCTILE IRON PIPE R RADIUS iS ? CATCH BASIN /INLET o WATER METER
DIM DIMENSION R/W RIGHT OF WAY 1. INSTALL SILT FENCE OVER & AROUND TOP OF EXISTING PIPES AND INLETS AT DISTURBED AREAS.
DITCH DISCHARGE RCP REINFORCED CONCRETE PIPE DFfS FLARED END SECTION L PLUG E v
DIST DISTANCE REF REFERENCE 2. INSTALL SILT FENCE AROUND SPOIL PILES. DOT DEPARTMENT OF TRANSPORTATION REQ'D REQUIRED ~srMx MANHOLE ~ YARD HYDRANT ~ ~
Dw DOMESTIC WATER RET RETAINING 3. PROVIDE EROSION CONTROL MEASURES AROUND STOCK /WASTE PILES AND STAGING AREAS AS STORM DRAIN PIPE O WELL z ~
~ DELTA REV REVISED APPROVED BY ENGINEER. wFCc
RPZ REDUCED PRESSURE ZONE -W WATER LINE W ~ ~ Z
E EAST RPM REVOLUTIONS PER MINUTE W TH
4. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES I EA EACH REINF REINFORCED i EROSION CONTROL ~ ~
EFFLUENT RT RIGHT SILT FENCE, STONE CHECK DAM, OR ARC FILTER AS APPROPRIATE FOR SITE CONDITIONS. EFF UTILITIES
EIP EXISTING IRON PIPE U p CA J EXISTING NEW EXISTING NEW Z ~ U Z ~
EL ELEVATION s/w SIDEWALK 5. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF
ELEC ELECTRIC SAN SANITARY RIP-RAP WITHIN 15 DAYS OF DISTURBANCE. DITCH / SWALE ~ ~ ~ POWER/LIGHT POLE ~ ~ ~ Q W
EP EDGE OF PAVEMENT SCH SCHEDULE STONE CHECK DAM ~ GUY WIRE ~ ~ ~ ~ O
Ew EACH WAY SDMH STORM DRAINAGE MANHOLE 6. WHERE AREA AROUND OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS "1" W z
EX EXISTING SF SILT FENCE RIP-RAP SHALL BE PLACED AROUND PIPE OUTLET AS DIRECTED BY ENGINEER, EXP.JT. EXPANSION JOINT SHT SHEET INLET PROTECTION ~ © CABLE TV PEDESTAL ~ uWi ~ m
s souTH 7. PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWALES AS DIRECTED BY ENGINEER, w
F.F.E. FINISHED FLOOR ELEVATION SPECS SPECIFICATIONS ?T TELEPHONE PEDESTAL ~ Q w Q ~
FG FINISHED GRADE SQ SQUARE RIP-RAP ~ ~ ~ ~ TRANSFORMER w w Z
FH FIRE HYDRANT SS STAINLESS STEEL
FIN FINISH ST STREET SILT FENCE ~ MANHOLE Q ~ ''WRR fLMx ~ ~ V
FLG FLANGE STA STATION FIBER OPTIC CABLE w
FM FORCE MAIN STD STANDARD EROSION CONTROL CONSTRUCTION SEQUENCE TEMP. SEDIMENT TRAP r F6C WARNING POST Z ate.
p~ FP FIRE PROTECTION SYM SYMBOL ~ -G GAS LINE ~
~ FPS FEET PER SECOND 1, OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL. `
~ FT FEET T TANGENT -FO FIBER OPTIC LINE ~
~ FTG FOOTING TBM TEMPORARY BENCH MARK 2, CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON -T TELEPHONE LINE
TCP TERRA COTTA PIPE THE DRAWINGS. INSTALL TEMPORARY EROSION CONTROL DEVICES AS SHOWN ON PLANS. ~ G GA5 TDD TEMPORARY DIVERSION DITCH
~ GA GAGE TEL TELEPHONE
~ GALV GALVANIZED TEL PED TELEPHONE PEDESTAL 3. NOTIFY ENGINEER AND NCDENR, LAND QUALITY SECTION AT [phone] FOR SITE INSPECTION N VEGETATION
o PRIOR TO COMMENCING MAIN CONSTRUCTION OPERATIONS. GM GAS METER TEMP TEMPORARY
~ GPM GALLONS PER MINUTE THK THICK EXISTING NEW
o GR GRADE TOC TOP OF CURB 4. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATIONS.
GV GATE VALVE TOP TOP OF SLOPE Jrwn TREE LINES /WOODS
I GYP GYPSUM Tow TOP OF WALL 5, MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF WATER SYSTEM ~Y'r' HEDGE /SCRUB LINE
~ TP TELEPHONE POLE IMPROVEMENTS, INSPECT DEVICES AFTER EVERY RAINFALL EVENT AND GLEANOUT TRAPS
~ HCP HANDICAPPED TRANS TRANSFORMER AND/OR CHECK DAMS WHEN HALF FULL, SINGLE TREE
~ HT HEIGHT TYP TYPICAL Q SHRUB
~ HOR HORIZONTAL
HP HORSE POWER u/c UNDERGROUND 6. AS CONSTRUCTION PROGRESSES INSTALL ADDITIONAL EROSION CONTROL DEVICES AS
HwA HIGH WATER ALARM INDICATED ON THE DRAWINGS, CALLED FOR IN SPECIFICATIONS, OR AS DIRECTED BY ENGINEER, ~ v HWL HIGH WATER LEVEL VC VERTICAL CUR E
HYD HYDRANT VCP VITRIFIED CLAY PIPE 7. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN {15> WORKING DAYS
~ VERT VERTICAL A, UPON COMPLETION OF ANY PHASE OF CONSTRUCTION.
(~i~ ID INSIDE DIAMETER VOL VOLUME B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN
~ IN INCH VPC VERTICAL POINT OF CURVATURE c THE ABOVE TIME FRAME.
~ IN/HR INCHES PER HOUR VPI VERTICAL POINT OF INTERSECTION
~ E CY ~ INF INFLUENT VPT VERTICAL POINT OF TANG N $ G EER. UPON APPROVAL OF
~ INT INTERSECT AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE EN IN
INV INVERT w/ WITH SITE STABILIZATION, REMOVE TEMPORARY EROSION CONTROL DEVICES, DRESS OUT AREA
~ IPS IRON PIPE SET WL WATER LINE AND SEED AND MULCH. PERMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED AND DESIGNED BY.
~ ISL ISLAND WM WATER METER APPROVED BY ENGINEER. WBJ
WT WEIGHT DRAWN BY;
~ JB JUNCTION BOX WV WATER VALVE 3 WTP WATER TREATMENT PLANT TK 1 EJB
~ KWY KEYWAY WWF WELDED WIRE FABRIC CHECKED BY;
WBJ
m WWTP WASTE WATER TREATMENT PLANT LF LINEAR FEET
~ L LENGTH YI YARD INLET PROJECT NO.; 2als•B
N DATE;
AUG 2007
N SCALE;
Q AS SHOWN
~ ~ 0
~ CJ N~
rn~
L
FINAL DESIGN SHEET 4 OF 95
MM / NOT RELEASED
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c~ o ~ } 1 1 1 36' 1
2 -NEW 8"-45° ~ ~ - ' 1 Trlr 11 ~ \ BENDS ~ ~ - 1, ' 1, 1 N~~ 8" PVC FORCE MAID FORCE MAIN a Nse 15„ RCP 1 0
FN FY ~ - - (2) NEW 8 1 TYP.) o ~ ,
• ~u ~ • _ - ~ 45° BENDS '1 ' {7, `•OFF EOP, TYP.) 1 1 _ _ - - Woods , 0 ~ ~ ~ N '1 U d'
I - -I- - - - 1 ~ 10 PERMANENT C • i ~~t Hse ~ F M
1 ¢ Q o I ~ ~o' UTILITY EASEMENT ~ ~ ~ 1 TIE TO WWTP I ~ ~ ~ ~ I ~-woods 2 -NEW 8'-45° BENDS _ ° ~-woods 5 -woods-~ Ex. 15" RCP ~oo~ ~ o`i 1 ~ ~ _
1~~ ~ 2 NEW BENDS ~I (BEGIN STA 0+ I ~~4 a Ex. 30 RCP . 00) I ~ ~ Inv- USE CONDITION 2 ~•''"~o.E,~,/~'°' o~'~'~ ~ , R ! ~ ~ ~ ~ ~ M
I, ~ ~ x~ -3.89 USE CONDITION 3 • (SEE INSTALLATION DETAIL)"~ ~ \~G ~ ~ oo~ 6° 1 ~ ~ . O ~ m
I 1nv= 1 1 (SEE INSTALLATION DETAIL) ~1 , L J Nse 2 -NEW 8"-45° BENDS -3.99 ~ '1 • O ` l ~ ~ ~1 1 1 ~ 4~ U ~
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USE CONDITION 3 \ 10 PERMANENT (SEE INSTALLATION DETAIL) UTILITY EASEMENT S a M ~ ~ o J~a - (p N
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O ter~• I ~ ~ C O ~ W o - me ~J` _ . ,1 1 ~ N 1 10' PERMANENT UTILITY EASEMENT
~ ti I° I ' ~ I p ,1~1 1 ~ ~ TEMPORARY CONSTRUCTION EASEMENT
0 0 ~ - ~I ~ 1 TEMPORARY BORE PIT
Q ~~i flr ~ I o I ~ ~ ~ (APPROX. SIZE & LOCATION) ,!,i NEW 8"-45° BEND
1 ~ ~ _ Mvi (~j N ~ 0 r' W ~ ~ ~ ~ nStr o
~ ~I Ex. eet lol ~ ~ ~ rn F'!y 2 Force ~Sp ~ o ` ~ ~ Main ~T ~ o t v ~--woods-.~ 1~~, } ~ 1 .PROVIDE 40 LF OF 16"
~ ~ ~ 2~ o I ~ ~ ~ ~ 1 S
I I~ ~ - F11 (Asphol - l I ~ ~ t Pavement ~ I i I ~ Woods-•1 ) I ! ~ L ENCASEMENT PIPE _ _ ~ 1 1 ~ ~ o~ WITH 8" PVC FORCE MAIN
~ 1 I ~ Ivl 10y-~_~ - i ~ N ~ ~ (BY DRY BORE & JACK)
~ V I~ 1 Nse t~ s ~ 1 -C ~ J f 1 „ 1 `il I' I -
~ ` ~ NEW 8 PVC FORCE MAIN ~ ~ ~ ~ T Q ~ ~ o Ex. 3" Force Main
~ r ~ ~ (7.5' OFF EOP, TYP.) ~ ~ ' ; I ~ - . o ~ , 0 ~ol
~ 11 ~ Hse ~ ICI F71 i 1 ? ~ ,I Spruill Bridge Road
1 U1 1 ~ ~ \ (SR 11421
EX, 15 RCP _ ~-v ~ ~ Nse ~ ~ ~ 8
~ USE CONDITION 2 - ~ ETA +00 TRANSITION - ~ (SEE INSTALLATION DETAIL) ~ Nse " ~--woods
~ ~1 ~t0 .5 TO 5 OFF Ex. Creek
•o, 4~ 0 ~ ~
_ _ ~ NEW°-8"~J~~°
O ~ TEMPORARY RECEIVING PIT
i~ ~ (APPROX. SIZE & LOCATION)
m i' i ~--Woods--.1
In i ~ DESIGNED BY.
~ WBJ
3 DRAWN BY;
TK 1 EJB
CHECKED BY:
~ 5 5 WBJ
PROJECT NO.;
2876-B
_ - - ~ ~ r.. ~ ~ ~ DATE; Aug 2007
N 0
~ Ex, ~ " RcP Mi • NEW 8" PV FOR E M N Ex, Grode Q SCALE;
rn ~ 2'-0.. o t. VERT 1" = 50'
N~
m ~ ~
-5 5 SHEET 5 OF 95
?irw e i r n?in r~rr
co ENCASEMENI Q) u (SEE DETAI )
~o co -~o 5
10
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 co ,3+00 24+00 25+00 26+00 27+00 28+00

Z Z
~--Woods-~ ~ / 11 Q N 'v^
NEW AIR RELEASE MANHOLE _ . - - - _ _ ~ W w ~ Z
' W/1" VALVE ~-Woods/Wetlands ~ OWN O
I ~ I 1 - I r~~' ~ > ~ J~0 ~
r' i i N ~ ~--Woods O
/ ~ Woods W V
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CONTRACT 2 CONTRACTOR SHALL ~ p ' ~ p J 1 1 I W ~ J
LOCATE CONTRACT 1- 6" FORCE MAIN, ~ ~ G. ~ Q I I I ~ N W J
6 PLUG VALVE, EX. TEMPORARY PLUG Q ~ p 1 , ~ & BLOCKING AND CONNECT NEW 6 Z p G 1 Q J i ~ = W < c ~ ~
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U ~ NEW 6" PVC FORCE MAIN i Z
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~ N i 1 m NEW 6" PLUG VALVE & BOX Ex. 18" RCP i U i J F-
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y (SEE INSTALLATION DETAIL) ~ ~ ;W i i , ~ ~
m N NE I FLOW METER STATION No,1 I I \ ~ ~
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N 1 O '
DESIGNED BY.
WBJ
DRAWN BY;
t TKIEJB
N 3 CHECKED BY.
I ~ WBJ
m 5 _ Ex• Grade Ex, rode J _
_ - - _ _ _ _ _ - . PROJECT NO.; _ - 2876.6
~ ~ _
~ Ex. 18' RCP ' ~ „ M. DATE; auG 2007
N W 6 PVC ORCE MAIN
h MIN. 0 SCALE;
N 0 HORZ 1 ° = 50'
~ ~ VERT 1 ° = 50'
~ c N W 6" PLUG VALV ~ d, 3
' 0 ~ ~ NW 5LFCNCREE
~ , E GASE ENT 5 SHEET 12 OF 95
-5
O ~ 12
N o -10
(0 ` -10
216+00 .o 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 ~ 216+00 217+00 218+00 219+00 220+00 221+00

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t Ex. 48" CMP & 30" RCP z ° d. w
DITION 2 ~ ~ f ~1SE CON ~ m \ Q ~ ' - o
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~ ~ - 6" PVC FORCE MAIN ~
NEW AIR RELEASE (5' ~OF ~ . T ~
MANHOLE W/ 1 VALVE • , , •
~ • ~-Woods-.1

a~ D
DESIGNED 8Y.
WBJ
DRAWN BY.
TKlEJB
m CHECKED BY.
a~
m ~p 10 WBJ
PROJECT NO,. 2876•B
N - - - - ~ x. Grade _ _ _ _ _ _ - ~ ~ ~ _ _ - - - DATE;
- - _ _ AUG 2007 ~ - Ex, Grade
~ 3-0' 5 SCALE:
N 5 ~o~ R HORZ 1" = 50'
~ ' W " PV FOR M ~ VERT 1" = 50'
~ ~ ~
0 ~ ~ ~ W
N~ rn ~ SHEET 13 of 95
~ ~ JN O L
1. N
O ~ O ~
\ 0 13
L -5
235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00

NEW TERMINAL CLEANOUT
ASSEMBLY r D r ~
rr n
PROVIDE 40 LF OF 12" STEEL ENCASEMENT PIPE TEMPORARY RECEIVING PIT r r 2 r rr r
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\ NEW 6" PLUG VALVE & BOX SR _ 13Q NEW 6"x6"x6" TEE v
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3 _ _ ~ ~ ~ J~o ~
~ ~ ~ NEW 6" PVC FORCE MAIN _ _ - - W U
d• _ R ~ ~ _ _ (5 OFF EOP, TYP.) _ R_/W~ - W a~ m a z~
~ h ~ - r~ ~ ~ ~ ~ o ~ Dad ~ ~ o ,
h ch R G ~ ~ Chur ' q marle e ~ ~ Albe ~ Road W ~ _ ~ _ _
~ w w vemen t) ~ I r - \ \ ~ /
. (Asphalt Po w • • q e ~ T _ ~ 1 ~ ~ Trlr I LI Nse ~ - ~ ~ i i ~ ~ ~ i
C ~ ~b ~ _ - '7 ine I P 10 6" Wafer L c~ _ _ m ~ m
n _ o ~ Ex. ~ 1 ~ NEW 6 45 BEND ~ _ Io - - ~ r Nse -•I
S TEMPORARY BORE PIT • - - - - - - I `D ~ a Nse
I ~ , (APPROX. SIZE & LOCATION) 1 I ~A ~ I I ~ ~
7~ I I __I ~ TEMPORARY CONSTRUCTION EASEMENT X~ I I ~
0~ _ 0 1,_, ~-Woods 2 NEW 6 22.5 BENDS woods--.~ ~ I--- I w I
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12" TEEL ENCA EMEN PIPE r W + ~Z J(O
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~ ~ _5 ? 'W mc~~n
-5
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cn I-
~ Ww ZO
lMP cT 15 ' 2 SCR ~ , ,
°z~ ~'d Q W N
EX. 42" CMP i , ' ~--woods USE CONDITION 2 i 1 : ~
(SEE INSTALLATI N DETAIL) w~
I N ~ ~w O~
r' gld9 ~ i NEW AIR ELEASE MANHOLE N R
~ ` • ' + • • W/1" VALVE ~ ~ I L N ~`--Woods-.) ~ a ~
~ ' k~ / NEW 6" FORCE MAIN ~ c;~ ~ i-~ o NEW 6 PLUG VALVE ~ y ~ a VALVE NSe ~ O C~
~ ~ r 1,_ (5' OFF EOP, TYP,) o r ~ I 1 Scrub - o & BOX
'p I L I - ~1 - - - - ~ ! - - I ~ - _ _ Ex. 24" RCP ~ J ~ - i ~ ON ~ ~ w W
n ~ ~ ~ o ~ _ s o - ~ 3 ~~r,~~ , I (SEE N TALLATION DETAIL) o ~ ~ ~ Z
< ~ ~ ~ ~ _ i ~ o woods
C ~ to W Fll I ~ ~ ~ o~ ~ Scrub ~ j ~ ~ C, F- - _ ~ _ _ ~--v' ~ cop ~ u I j (`.-Scrub -.1
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~ I mare Ch r\ ~ ~ arch Ro I-~ ~ ~ ~ I --o ____R/W - ~ O ~ I I. ,
w _ _ I~ Qd N ~ ~.1 _ _ lSR 1 _ _-I _ x. w 2001 lJ lei ~ ~ - I o 1 ~ ~ ~ i - . _ . , ater me (Aspho/t Pavers (Aspho/t Pavement) FlY FM
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~ ~ e/d i I NE. SER 4CE INE ~ 9 I ~ ~ 4497 Trlr y I ~w VAL E AS EMBL 4497 Trtr ~ i~ ~ WIf ~ ~o _yi_`\~\ ~
a ~ , i I i ~ ~ Dads-~.~ (SE DET TY ~ N I woods 1 . I 4497 Trlr I ~ ~y
~ II ~ ¦ N ii I ~ I ~ S
I i'; . , I ~ 11/2' P C (f1 woods , ~ r I I ~ ~I~ I r r I i
m ~ ~ C~ / , SEWE INE 1r rr ¦ j Q rl ~ 4329
~ p i / 11/2" PVC ~ ~ r S.~ ~ ~ Jr Nse ~ r '
o / 11/2 PVC ~ / ~i ~ SEWER LINE ~ I W LINE
SE ER C7 - a 0 11/2" PVC i ~ i SEWER LINE ;
a~ i
0
NEW 11/2" PVG SERVICE LINE
a~ (SEE SHEET 27) DESIGNED BY.
WBJ
DRAWN BY:
L a~ _ TK/ EJB
°S +I
CHECKED BY.
m ~ 10 Wrn 1 o WBJ
f~ W N PROJECT NO..
~ d 2876.8
N ' a~ DATE:
I~ - _ - ~ AUG 2007
~ - - N _ _ _ SCALE;
~ - - - ~ _ ~ Ex. rode ^ ~ _ ~
~ ~ M 1 ~ _ _ VERT 1" = 50'
ro ~ - - - ORCE .o Ex. G ode
~ V MIN. cv , E . 42" C P
~ ~ ~ ~ E Ex. 2 "RCP ~ SHEET 14 OF ~5
t O EW 6 PLU VAL E 2'-a'~ BO
co co
U O U NEW LF ONCR TE 14 ENCA EMEN
No -ENCASEMDT -CS= IETAIL 1--
~ (SEE DETA )
262+00 263+00 264+00 265+00 266+00 267+00 268+00 269+00 270+00 271+00 !71+00 272+00 273+00 274+00 275+00 276+00

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~ ~ ~ ~ _ ^ - - 2876-B - - - - ~ Ex. Gro
- ~ DATE:
m ~ r _ _ ~ ~ AUG 2007
O SCALE;
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N 0 ~ 30 DATE:
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DESIGNED BY;
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PROJECT NO.;
2876-B
N r - - - - - - - - - - - - - - - Ex. Gra e - _ - - - - DATE; .
- AUG 2007
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~ - Ex. Gr de PROJECT NO.:
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~ - - - - _ DATE;
_ ~ AUG 2007
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a
NOTE cc U m `-V ~ ~ N ~
A 2O'TYRRELL COUNTY PERMANENT UTILITY EASEMENT
CENTERED ON THE FORCE MAIN EXISTS ALONG THE UTILITY UTILITY I Hse 234 I ~ Hse U ~ ~ ~
WHERE IT IS OUTSIDE NCDOT ROAD RIGHT-OF-WAY. THIS HIS Hse I~ ~ " z ~ } ~ ~ LIJ Z
EASEMENT WILL ALSO SERVE AS THE CONSTRUCTION LIMITS FOR THE WORK IN THESE AREAS, L ~ ~ J ry'Sy,~~ Z r-1 C ~
J ~ O ~ ~ - d ¢ o
c o0 O N N Ur T ~
O z m
rn O _ ~
w o Z LLJ T w Z
~ d J_ z o N
~ .--i Z
5 5 5 5 o W
wZ WW
Ex. G ade Ex. Grode .-r U _ _ _
MIN Ex. 0" PVC Ex. 70" PV ip Z ~
u 0 0 O 3 VC CE AIN - N FR 2 20 O O Q
U
I-pNQ H W + (n
EW " x 3' x 3" TEE NE 5 F CO CRET ~
- EW " PLU VALE NEW 3"x2' NEW 2" P C EN ASEM NT z ~ ~ ~ O
W ~ NEW LF ONCR TE NEW 2" P C - - - EDUC R {SE DETA L) 5 -5 N o 0
~Oo
fAZ Jpfa-~
U o ~ ~ 2
- - -10 10 -10 -10 Z m~a
10 0 oW a`~m
42+00 43+00 44+00 45+00 46+00 47+00 48+00 0+00 1+00 2+00 3+00 4+00 U c~n ~ o J
w ~ ~ Q ~ Q Z
~ ~ W ~ ~ O } ~ w U ~ O
1 ~ \ I- Z c!~ pC ~n w~ oNQ
1
2 a~ ao~
~--Woods ~'1
u NEW 4 PVC FORCE MAIN ~ ~ 1~ ~ z ~~o
EE SHEET 19) .
~ ~ Wood 1~ ~ Q ~ Z !n
NEW 4"x4"x3" TEE „ ~ k w c~
. (BEGIN STA.O+00) 1'~ woods ?~Woods/ ~ ~ Q ~
• NEW 4"-22.5° BEND ~ • Weflonds~ O ~ t } z
6 EW 4x3 EDUCER woods ,r~ ~ N ~1 `W c ~ 11/2" PVC
'>j W 3 G VALVE BOX
~ O,~ \ SER CE LINE ¦ r\ ~ ~ ~ ~ / y
N c~'- ~ - . Woods 135
~'e ar ~ ~ ' Trlr _ i ~ ^ ,,rr~~ \ ~ G USE CONDITION 2 / ~ ~ ~
Woods ~ `c~ $E \ ~ ( (SEE INSTALLATION DETAIL) - '
~ NEW .PVC RCE N ~ o ~ ~
(5 OFF YP.) ~ ~ Q ~ ~ 0 ~ ~ _ NEW SERVICE LINE ~ ~ / ~ ~ i'~ ~
- ~ , ~ ASSEMBLY m Q' ~ , ~
- ~ _ ~ ~ ~ ~ _ _ ,t~~ ,r~ } , (SEE DETAIL, TYP.) % ~
-C _ _ _ i 0 `cam ~ _ / I W 3 '~~r - _ _ ~ 1 I
~WOOdS ~ ~ ~ /rlQ~~~'- o ~ ~ - FM ~C i ~ 01 - _ _ _ ~ ~ i
~ ~ o ~ - - ~ r ~ ~ ~ ~ - w ~ _ _ /Woods c~
N w ~ ~w I ~ ~ w 'i ~
- ~ W Colonial Beach ,r~ lSR 120 v
~ ~ `ci..~ - Z lAs hol -c N ii _ _ P t Povement) mentJ ~ ~
~ ~ ~ ~ NEW 3 PVC FORCE MAIN - _ w W , /
(SEE SHEET 19) - _ ~ _ Ex. 6" wo w ter Line C ~ ~ _ e~9f j \ - - -
o~ _ _ ~ . ~f ~ _ - -
O ~ \ woos ~ ~ ~ WOOdS
~ ~ ~ ° ~
~ \ ~ 1 #~g DESIGNED BY.
WBJ
DRAWN BY;
L N TK 1 EJB
3 Ql
CHECKED BY;
m 10 1 o WBJ
PROJECT NO.;
2876•B
N DATE;
~ _ ~ . Grad AUG 2007
5 SCALE;
N 5 - ~ ~ L ~ ~ Ex. Grade ~
~ ~ _ - u ~ r - ~ VERT 1" = 50' -
c IN. W 3 N o
~ U
N. ~ ~ t Ex. 15° MP O SHEET 24 OF 95
t

M / M1 v r'---NE RETE
Q V NEW II II ENC SEME T 24
N 1 NEW II (SE DET L) -5
~N~
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 +00 10+00 11+00 12+00 13+00 14+00

\ CJ ~ , I 1 ~ \ \ \ Bldg ~
I 1 \ \
~ I I \ ~ p \X \ \
l \
E. I ~i \ `\s Conc Dr 1-' \ ~ Z I QQ
`V' - / I ~ ~ ~ \ \ ~ W H
~ / / ~ ~ \
Bld I, - ! ~ ~ , I g ~ I ~ I~ ~ V) N V 7 ~ \ \ WWI O
~ . ~ ! Trlr ~ ~ , !dg 1 ~ I ~ '
I I Hse ~ ~ \ - ----I 1 \ C ~ drove I _ \ I\ \
~ ~ I 1~ I I Conc ~ A A ~ ~ ~ z W
I ~ 0 ~ - ~ 1 \ , 1 ~ \ \ , 1 ~ I _ Pavemenf 1 ~ \ 1 ~ - 1 ~ I , ~ ~ ~I _ Q Q
. I I j ~ tr l X ~ ~ ~ I ~ - --i \ \ 1 ~ \ ~ ~ I ~ 1 / ~ 1 I \ ~,x \ Cn ~ O, ~ ~ V A ~ Z
Hse I j . x. ~ I a~ I Bldg I ~ 1 - I ' x 1 I \ Hse I 1 el''~ I 1• 1 p I ~ 1 ~ ~ ~ \ f~~ ~ 1 ~x ~ \ o, \ns ~ ~ / \ \ W - LL
OQ ICI ICI \ ~I ` ~ I I I ° ~ ~ - 1 ~ R/W ~ \ ~ _
N Ipl 101 f I~ a J ~ I _ ~ ~ _ --c' I i I ~ 0 L - - ~ - - - 1- - o --rt- ~ ~ _ - - i _ - - I -b f - - - fA ---"-~I'--- b ~ IC ~ 1m1
F- - - 161 I ° I ~a°' - o i~ ~ ` o ~ Ex• Sign ~ ~ / \ ~ ~ O
W Ex. Headwall ICI ill ~ /P vement /~Q/' ~1 ~ / ~ ~ 1~'---`~~ o I\ ,1 ~ N ~ I I I ~ I Conc o `S~ I 1 ~ ~ ( }-t- ~ I I 1 FM ~
W s7 pl J o ~ _ ~ I ~!-T{ ~ Ex. 3 Force Main Fu n ,~Fy Fu Fl I r ~ / Fy ~'r ~ •u w 2 Fu r~a• - ~ e~ c N .OfM / ! w
w w Ex 6" Water Line w ~ --------L----'---- / ~ W
W F N D ~
- ~ W 94 (Aspholt Povementl w W NC H Y U) N W ~ O w
Z O ~
0 ~ ~ ~ O ~ FM ~ U N
-F ~ ~ C ~ _ c Q z w~
00 ~j C CV C Q ~o R/W ~ ~ = n rn
a ~ U c+i
NEW 6" PLUG VALVE W a z ~ Z ~ O -L~
~ ~ NEW 6" PVC FORCE MAIN & BOX ~ U
W (12' OFF EOP, TYP.) Z 2 ~ r W .Z
J U z ~X
_ - ane WY 64 Westbound L Q C M J Q O
v US H rr- O a c o0
o _ c4 N a~ ~~O zm~
w Wo =wz
z~ N
C7 .--i - - - Ex. Grade ~ 5 z
W
5 3' 0"
C VER Q
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v~ U ~ ~ Z
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-10 57+p0 38+00 39+00 40+00 41+00 42+00 O W } z ~
+ 34+00 35+00 36+00 37+00 + 29+00 30+00 31+00 32 00 33 00 ~ Q J ~ O
28 00 \ \ ~ W W \ \ ~
\ \
iX Ol ~ ~ o~ ' ~ ZQ fn ~ N
~
\ Trlr ~ \ \ \ ~ ~ _ Q
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~ Trlr ~ Trlr ~ , I f ~ ~ \ I
~ I \ \s ~•~t' ~ li I \I 1 1 I ~ ~X 1\~\\ i I- w
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r-_ _ ~ ~3 \ ` ~ \ ~ = I- it i} tit ~ ~
i ~ ~ ~i ~ ~ W
0~ I ~ ~ Trlr 1 / ~ I 1
~ ~ 1 Ex. Satellife _ ~ o ~ _ ~ ° 1
~ _ _ _ I - - - - Drsh - I - - I - - - - - , m I- 't - mom-" - - •r~ ~ ° / of
LO _ of \L , ~ ~ i~0A ~~I ~I Ill Cn I v., / 0, V ~ 1 ~ Q ~ I r~ O r 1 ,1 ~ r ~ ( ~ FM I y~ FM N FM O W /1
~ ~ ~ ~ ~ _ ~ ~ Ex. 3" Force Mo ~ I I Fu Fu 1 o w vu ~
N /Fwl ~u ~ du ~ w w \ w - i ~
I ~ w I w ,L w - - ~ Ex. 6" Water L/ne L - ~ - m W ~ - -L- ~ 0I ~ Q
- / / NC Hw 9 lAspholt PavemenfJ ' W + ,D W ~ Y O
f/1 a w Ex. Conc. ~o ~ ~ Neodwoll / O
O a FM Z ~ ' ~ ~ Z
O - / / / ~ ~ F11 ~ J
CV I / ~ ~ -.~x• F Inve3.74 o \ e~0 ~ ~ E ~r~ce-x x~ X- C C C ~ \ ~ / C _ _ _ 10 MIN. ~ C 2 R/W U
~ Q
~ N Q
- NEW 6 PVC FORCE MAIN dAIN ~
NEW AIR RELEASE MANHOLE CT 3 w l Pc I „ S~R~~ MP (12 OFF EOP, TYP.) ~ Z W/ 1 VALVE
c J
0~ _ ~ U -
W 64 Westbound Lane US H Y a I-
Q
~ ~ DESIGNED BY. WBJ
DRAWN BY.
TK ! EJB
3 CHECKED BY:
N O 10 WBJ
~ W + PROJECT NO.:
m 10 W 2876-B
`D d r\ DATE:
~ ~ a~ N x. ra e AUG 20D7
~ - - co - - - - - - - - - - - - - - - - - - - - 5 SCALE:
I~ ` - - - HORZ 1" = 50'
N - ~ i_ u N 5 VERT 1" = 50'
~ N
c ~ ~ ~
0
O U SHEET 29 OF 95
~ ~
co 29
O ~ -5
~o
48+00 49+00 50+00 ,o 42 51 00 +00 43+00 44+00 45+00 46+00 47+00 51+00 52+00 53+00 54+00 55+00 56+00

Z z
1 C} W o
1 1
\ i~ \ ~ X
I ~ Q. I ~ ~ W o , W a o~c Z
~ I \5 ,v ~ x ~ ~ ~ ~ \ i..
N I J x
1 F" r W ! \ ~ Ex, Bi!lboords , \ W ~ O U
W 1 ' S o
1 R/W \ = ZZ~
1 \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ 1 \ ~ ~
W I o W 0 0 .
(n ~ 3 o Ex. 6" Water Line °o 0 2 o w w w ~
~ w w w wn w w w w r- - ~
O ~ O rn w W
+ ~ N ~ NC Hw 94 W Y (Aspholt Pavement) (n i
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z ~ ' I- ~w ~ ~ ~ ~u ~u ~w- -FM Fti F11 F11\ r/ Fy ~
N g ~ i s 1 ~ I ~ ~ ~ 11 i ~
W , R/W ~
Z r ° I I
J 11 ~ I = NEW 6 PLUG VALVE ~~1 cA z~N
& BOX 1 I NEW 6 PVC FORCE U ' I (12' OFF EOP TYP.) "PVC FORCE MAIN ~ li W Q
I"" 11 I Q , \ EOP TYP.? ' 0 1 Z ~ _ ~
2 ~ U N~ [C V M
U ~ z~ H
S HWY 64 -Westbound Lane U Q U "
sr-';~~~'~n~^t Z
a C M
~ J ~ ~ 0 n. ¢ o
c o0 O fd N Ur T W
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L ~ ~ a''
W ~ W
2 W z 2 ~ N
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10 W 10 Z
s
a
- - - - x, r e ~ - - - - - - - - - - . _ ~ - - ~ v -Ex. Grode Z
3. 0.. - 5
C VER U
W 6" 2 F-
N
Z otS ~
NEW 6" PL G V VE 0 N r
& BO U ~ O
T
Z V ~
_5 z z~ ~ ~
-5 ' z cn
56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 5+00 66+00 67+00 68+00 69+00 70+00 ~ ~ w Q ~
J w} ~H
~ ~ ~ U o
I ~ ~ ~ ~ ,I ~ ~ v
, ~ I NEW 11/2 PVC ~ I ~
DER ICE LIE , , cn lL
I' II I 1 I ,1 1 \
I ~ NEW 11/2" PVC `I ~ • , , I , SERVICE LINE ~ \ 1 ~ ~ ~ ~
I I I ~ I 7056 ~ ~ w W
1 I II. I ~ ~ ~ Z ~
I_, I l j 11 I 1 Hse CONTRACT 2 CONTRACTOR SHALL ~ 0 , I ~ , ~
u ~ woods LOCATE EX. 6 FORCE MAIN, EX. 6 ~ , ^`I ~ I j I ~
PLUG VALVE, EX. TEMPORARY ~ 7o5s ; I ~ `ti ; _ _ _ - ~ ' ~ 0 Hse ` I I ~ ~ I 1 I 1 \ J ~ J ~ ~ W
PLUG & BLOCKING AND 0 • G \ I ~ , \ 1 ~ , I ~ ~ ,1 \ ~
CONNECT NEW 6" PVC FORCE MAIN. ~ ' ' 'I I \ NEW SERVICE LINE 1~ ~ , , ~ 1 I I ~ I I 4r , I I VALVE ASSEMBLY I ~ \
~ ~ I~ I I', I (SEE DETAIL, TYPJ ' ' 1,x,11 ,0 t , ~j ~ to I 1 \ ~ I t ~ 1, la I ° 1 ~1
1 1 a ' ~ ~ < I \ o I < \ 1 01 T ~ 11 ~
~ W ~ 1~ I ~ < I 1 1 ~ t I~ I ~ I I ~ W o ''1 1 ' ~ Igo I ~ ~ a 1 Ex. Billboards ~ 0 11 Iol ,1 ~ 1~
~ I ~ z 1 ~ ---e- R/W - ' W
~ -~-I~--- -o- -~-T -r~- ry~ ~ \ 1 ~ I I Is I x ~ I I I I ~ 1 11 W i =
N ~ 1 1 jJ I 1 ~ I ~ j.7 1 I I I ~ ~ (A
~ I ~ ~i-~ o Ex. 6" Water Line v ~ ~ 3 3 _ ~ w w w
m w w w~ w w ~ w \ ~ ~ W -I- - ~ - ~-J ~ 1- W W
W N ~ ~ Ex. 8' W x 4' T _ w a, ~ (Aspholt Pavement) ~
~ Concrete Box Culvert t` ~ NC Hw 94 ~ ~ NW y o ~ O w/ headwo!leach side O O
O
O z o + 10' MIN. ~ ~ ~ Fu ~ ~ Z FM FM ~ ' ~ d'
~ O ~ !n v ~ ~ f.7 ~ .
~ ~7 \ ~ ~ Q C Box-2.93 C C C ~
N N .Inv 0 N N ~ i h-4 4 R/W ~
~ ~ t~ .o EQUIPMENT RACK FOR
~ W NEW 6" PLUG ~ ~ METER ~ Q ~ NEW FLOW METER NEW 6 PVC FORCE MAIN NEW 6" PLUG VALVE Z & BOX
c _Z VALVE & BOX Q ~ (CONTRACT 2) (12' OFF EOP TYP.1 °i (CONTRACT 1) ~ z MANHOLE No. 2 (SEE DETAIL) J 2
~ 2 ~ o (CONTRACT 2) U
o U F- ~ Z -
- ~ US HWY 64 Westbound Lane Q
W ` ~ W V~FI '1 ' , \~r , y M `iI.^i DESIGNED BY.
I WBJ
V)~ DRAWN BY.
n' W ' TK 1 EJB
n~` . 1 rWn W
Vl CHECKED BY;
m 10 1O WBJ
~ N PROJECT NO.:
2a7s~B
N ~ w 1- DATE:
f~ x, rode _ _ Ex. Gro e AUG 2007
~ , N 5 - - - - - - - 5 SCALE:
~ HORZ 1" = 50'
VERT 1" = 50'
CEM N o -
o~

0 SHEET 30 of 95
NEW 6" PL G V VE
& BO
p~ NEW n Pi I 1c;
O
(CONTRACT 1) ~o -5 30
o 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 '9+00 80+00 81+00 82+00 83+00 84+00

i~ ~ ~ ~ I t / ~ 1 ` 1
/ \ ` \ 1 1
\ ti
~ 1 ti S
\ 6866 ~ ~ ~ ~
Hse ~ \ \ ~ NEW 11/2 PVC \ ~ ~ \ ' ~ SERVICE LINE Z Z
\ ~ , W o
~ .a , , ~
a' \ , 1 x I
(1 i S 1 fi 1 ~ I ~ ~ 1 W a ~ Z ~I w o
1 i i i ~ ~ 1 OwN
\ ~ ' \ 1 I/ \ \ ` \
~ o
~ ~ I \ \ ~ \ 0 \ ~ ~ ~ ~ \ ~ ~ U Qz~ ~
~ ~ ~ NEW SERVICE ~iIN~ ~ ` ~ woods \ ~ , \ ~1 ~
VALVE ASSEMBLI~ \ \ \ ' ~ 'i 1~x Z °
O (SEE DETAIL, TYP;~ ` \ , 0 m \ M \ \ ,~1 ~ k I,x ~~o w ~ ~ ,y X ,~13 W
a
W \a ~ ~~o~ ~ ~ 1~ i° ~ N
W ~l ~ - - - --=t3 ~
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I O ~ I W N \ ~ I I ~ ~ N ~ ~ +
o ~ ~ Ex, 6" Water Line 3 0 ~ i~ W w~ w w ° w ~ 1w w ' i w W _w w ° w w w W
~ ~ L ~-1-_ ~ -1- i ~ CA
O ~ m ~ W
IVC Hw 94 fAspholt Povement) o ~ NW Y + ° O ~ ~ O ~
~ Z + ~ N ~ z°~
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~ ~ ~ 0 i ~i f~ !1 = ; ° C ~ G N ~
c[ U ch O ¢ Z ~i'
W
Z ~ NEV cv m NEW 6" PVC FORCE MAIN Z U
(12' 2 (12' OFF EOP TYP,) J ,tom Z aK ~ x
U ' _ ~ fi W z ~ U ~ _
H Q O J ? ~
~ _ Q a C c o0 G O - cp N ~r T ~
S HWY 64 Westbo nd Lane U O Z m ~
L ~ ' I D:
W ~ L1J
2 W z Z ~ N
C7 ti
10 W 10 Z
a z
5 - - - Ex. Gro e- - - - - - - - - _ !ti ~ ~ - .Grad ~ 5 J - - - - - - - a
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IN. I=- d'
MAIN O ~
Z N
0 0 ~ U = O
r~ UN
cn Z Z
U ~ ~ T ~ ~
_5 ~W o
-5
84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 3+00 94+00 95+00 96+00 97+00 98+00 ~U w } Z O
i
i ~ wo
i ,l NEW 11/2" PVC ' N W 11/2" PVC ~ o w V+
i 'I SERVICE LINE .S VICE LINE Q ~ ~ ~ r~ w ~ ~
~ ,
ir' ~ Q ~ _ ~
r- ~ ~ w ~ ~ '
'I I ~ i ~ _ ~ ° ~ z ~ W ~
~ I 6344 l~l ~ Z ~
Hse j 1 ~ ~ I j Hse ~ ~ ~ 6370 ~ I ~
1~ Nse j _
' NEW SERVICE LINE ~ ~ ' i i _ I ~ ~ ~ ~
VALVE ASSEMBLY ~ i I ~ \ (SEE DETAIL TYP,) ~ i I, I ~ ~ I I
\ li li I ~
I ~ ~ M
~ W I I ' ~ II ~ W ~ - ~ Iii ~ ~ ~ I I ~
I v ~ i - ~ --I I ~ - -~~-~f- --T--~~ a -14t- - -Ir- ~ W
\ ~ I ~ \ ~ } Im I ICI ~ 1Oi ~ W o 2
~ ~ ~ ~ ~ \ l l ~ O I lal GI ICI o ~
o ~ ti 3 I Ex. 6" Wofer Line o ~ \ I ~ w p w ~ - w w _w w wow w ~ W
m W - - - - -s . m W ~ ~ W
~ (n ~ w (Asphalt Povement) NL' Hw 94 Nw A y
~ ~ o ~ O
~ O O Z O
o + ~w ~u ~u ~ ~ ~ C ~ r
~ °0 ~ o ~ ~ C C 1 i T
a Q
~ a, (A EX. 24 RCP A
~ W NEW 6" PLUG VALVE USE CONDITION 2 W
(SEE INSTALLATION DETAIL) NE Z & BOX c (12' 0 NEW 6" PVC FORCE MAIN W (12' OFF EOP TYP.) z '
~l J 1 ` ~r 1 r J
~ 2 U 2 U
~ ~ -
US HWY 64 Westbound Lane ~ g Q
DESIGNED BY.
WBJ
DAAWN BY.
TK 1 EJB
CHECKED BY.
m 10 10 WBJ
h PROJECT NO.:
2876•B
N DATE:
AUG 2007
~ 1 nl Ex. Grode r f-. 1 Ex_Gr de 5 SCALE:
~ i - - J ~ - - - - ~ ~ ~ _ ?Y - - - - - - - - - - HORZ1"=50'
(p j MIN. VERT 1" = 50'
" 0
O U " ~ , Ex. 24' RCP
~ ~
~ MI . SHEET 31 OF 9~
~ I I
ro NEW 6 PLUG V VE
co &BX
N \\o -5 31 -5
(SE DET L)
98+00 99+00 100+00 101±00 102+00 103+00 104+00 105+00 106+00 107+00 7+00 108+00 109+00 110+00 111+00 112+00

U ~ o i r" `
°o NEW 11/2" PVC
SERVICE LINE
~ I:
J I I . of
a I ~ I .o ~ ~
~ I ~ ~ i ~ ~ ~ ~ SERVICE/LINEVC 'Z'RR 0
1 ° I. vp- ~ 6100 Trlr ~ ~Q~ x, ~ W ~
a ~ Hse
IQ NEW SERVICE LINE i ~ ~,ti~"~ ~ a ~ z
I I~ ~ h VALVE ASSEMBLY ~ ~I W JH
I l~ a I , o ,~~r fSEE DETAIL, TYP.? o ! ~ . ~ 0 ~ Z ~
I o,
I F, I ~a ~ ~ QOV
~ i c~ ~ o . ~I o. In ' ~ m ~ Woods-.t w ~ Z Woods ' . o o' _ _ _
O o. o - ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I~
W Io Q o ~Q~ W ~ I~ , ~ @ N Ex. Headwall I ~ ~ ~ ~
cn o = o Ex. 6" Water Line o
3 w N w w ~ w w w w W? w w w ~ w w ~
W ~ ~ ~ b UJ
rn A~ io 41 (Asphalt Pavement) IvC Hw 94 NW ~ y ~ ~ c~~o CA
. o
O ~ O Z ~ O
FM - ' FII FM FW FM FBI FII FM ' FW- ~ 0 10 MIN. Ex. NeodwaA ~ ~ ~
N ~ ~0 Ex. Fence W - x x N
T T ~ H M
LQ r vALVE ~ z ~ M
N NEW fi" PLUG VALVE & BOX Q ' ~ -o
W NEW 6 PVC FORCE MAIN
z (12' OFF EOP, TYP.) PP M ,y1 w ' S~IV { { Z ~ U N W _ OC M
J 2 J ~s O a z M
v -Westbound Lane U U ~ z ~
US HW Y 64 ~'~~f~~ Z - ~ X Q ~:i~~~ W
~ ~ z Q ~ M
O J > lf7 ~ Q O
C 00 O cv N
~ T ~ O Z CD ~
r Q7 ~ `
W 'L z
2 W Z ~ N
r ,-a / ~
5 _ Ex. G ade _ _ ~ . _ - x, roe 5 z
MI .
NEW 6" ~ 6" Z
0 0 J
a U
NE fi" LUG ALVE ALVE _
& OX
Z N ~
-5 N~ o
~ o
T~ _ ~
U ~ Z r
-10 ,d -10 ~
O oW
112+00 113+00 114+00 ~ 115+00 116+00 117+00 118+00 119+00 120+00 121+00 21+00 122+00 123+00 124+00 125+00 126+00 J w ~ Q ~
~ ~
~ ~ o~ Uo
`'3, ~ ~ w ~ N
~~o. ~ w LL r
w ~ Q ~ CO ~
tr" 0! ~ a ~ ~
E~' ~ ~ Z ~ z
i Woods-.1 o
~ J J ~ ~
-Woods c" f \o.
_ ~ ~ \°s ' 2 ~
W ~ w
~ w a N o~ .y
ai W ~ , ~ ~,o,
fro p ~ ~ ~ Woods ~ w o W o ~
N w + ~ o
~ = 3 Ex. 6" Woter Line o N w w w ~ w Abandoned 6" Water wine w ~ 0 ~ ~ O
I W ~
m W o W ~ NEW AIR RELEASE M. RELEASE MANHOLE
~ c~ N w NC Hw 94 )Asphalt Pavement! ~ W/1" VALVE y a~ ~ o ~ _VE ~(1 i
~ O z N
~ O ~ Fll FY FM Fu FM y
o N ~
~ r C c
~ Q SITION FROM TRAN N FROM W
a~ - ~ 12' TO 5' OFF EOP, TYI a~ ~ EX. 30" RCP )FF EOP, TYP.
~ W NEW fi" PVC FORCE MAIN USE CONDITION 2
_Z (12' OFF EOP, TYP.) CB (SEE INSTALLATION DETAIL)
,0~ J
~ _ U
~ US HWY 64 -Westbound Lane
Q ~ g
DESIGNED BY.
WBJ
DRAWN BY:
TK 1 EJB
_ _ . ~ CHECKED BY; - - 5 WBJ
m E . Grode 5 - - -
- PROJECT NO..
- _ c~ MIN. 2876-B
~ x.30" CP DATE:
~ AUG 2007
N 0 . W +I Q scaLE:
~ ~ ~ HORZ 1 ° = 50'
N ~ ~ VERT 1 ° = 50'
N 3 .o
o~

-5 (EE D TAIL) - 5 SHEET 32 OF 95

CIO
O ~
~ o 3 2 -10
-10 N
126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 35+00 136+00 137+00

NEW 11/2" PVC '2" PVC
SERVICE LINE ~--woods LINE
~ NEW 11/2" PVC
NEW 11/2" PVC ~ SERVICE LIN E Z Z
NEW 11/2" PVC SERVICE LINE
SERVICE LINE NEW SERVICE LINE ~ Ex. 24" RCP ~--scrub ¦ ~ ~ ~ W O
V E .ASSEMBLY ,,a. USE CONDITION 2 1`, (EE L; TYP (SEE INSTALLATIO DET L)
Woods Ex, So !life ~s ~ Q ~ 94 Drsh WQ~ z I~
'`i Nse i~•' ~-woods-~.1 Q J N ~
'hi'p 4 ~ Q-Ex, Sate!}ite d5 ~ W ~
5298 Dish \ boo , 5360 Trlr JFO W J
~ Trlr ~ o / ~ M Nse ~ + ~
M °o ' ` ~ NEW 6" PL G VALVE- o NEW 6" : VC FORCE MAIN Q Z ~ G VALVE ° (5' OFF P, TYP.) Z 0
~ L o L ij' ~ & BOX R/W ~
W _ ° ~ - ° - - - W - - ~ - - - ~ ~ T o
= o o ~ 0
~ c~ ~--c ~ 0
W Fw Fw ~ ~ ~ p FM FM FM 3 FlI
W ~ ~ N ~ w O
NC Hw 94 lAspholt Pavement) ' ~ Y N W O O
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DESIGNED BY:
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m 10
PROJECT NO.. 2a1s~6
N DATE;
AUG 2007 _ _ _ _ _ r 1 _ Ex. rode ~
N 5 Ex. Grade - - 5 SCALE.
HORZ 1 ° = 50'
~ ~ M N, VERT 1 ° = 50'
N o MAI ~ V Ex, 36" RC
~ ~ SHEET 34 of 95
0

IN
Q) NEW 5 F CONCRETE ENCASEMENT
34 -5
179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 ~ ~ 8+00 189+00 190+00 191+00 192+00 193+00

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F- DESIGNED BY.
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m 10
PROJECT NO.: 2s7s~B
N ` _ - - DATE;
tp ~ - - - - ~ MI . _ _ _ _ _ _ _ _ AUG 2007
N 5 W FO CE M N Ex. 2° RcP ~ ~ NE 6 P C 5 SCALE:
HORZ 1" = 50' I
VERT 1" = 50'
~ j x.24" C N o
O V
~ MIN. SHEET 35 OF 95
0 L
virtu ~ i G rnnir ~'T~
ENC SEME T 4 v (SEE DET L)
ENCASE !ENT (SEE DETAII
~o -5 35 -5
~NCL
o 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 16+00 217+00 218+00 219+00 220+00 221+00 L

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W/OUT ENCASEMENT BY ~ EMPORARY BORE PIT / DRY BORE & JACK i i4PPROX. SIZE & LOCATION)
~ , / r; Q U ~ 'i
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\ ~ Hse PROX. SIZE & LOCATIO ~ USE CONDITON 2 - - ` ~ ~ W /2" PVC ~ ~ i NE 11 / / ~ (SEE INSTALLATION DETAIL) ~ _ ~ ~ z d. \ ' O =O
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f~ ~ ` ~ Ex. G ode PROJECT NO..
~ - - - nl _ _ _ _ _ _ Ex, Grade _ / ~ 2876-B
- DATE:
AUG 2007
N O EX. 18 ' CMP Q SCALE:
~ ~ W 4' PVC FORC MAIN 2~.p~~ Ex. 18" CMP x. 78" MP HORZ1"=50'
~ ~ ~ VERT 1 ° = 50' 1
N ~ ~ i_ u Q U 0
~ , I.
~ ~ -5 II
~ NE 4 PLUG VALV & B X NE 4" 4"x2" TEE SHEET 39 of 95
I['IIf I ~ n AIl~D T['
6 6F CX3 S ENT NE 6 F CONCRETE'.
°o SEE ETAIL) ENCASEMENT
N ~ i
~o -10 _10 39
56+00 57+00 58+00 59+00 60+.00 61+00 62+00 63+00 64+00 65+00 X00 66+00 67+00 68+00 69+00 70+00

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Z CLEANOUT ASSEMBLY USE CONDITION 2
o, J (SEE INSTALLATION DETAIL)
~ _ ~ U
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US HWY 64 - Westbo ~ g - Wess{bound Lane
DESIGNED BY:
WBJ
DRAWN BY.
t TK 1 EJB
CHECKED BY:
m 5 5 WBJ
PROJECT NO..
~ Ex. Grade _ ~ ~ _ t - . _ ~ _ \ 2876•B
N - - - - - - ~ DATE;
~ M N. Ex 36" R P AUG 2007
~ N N 0 _ „ 0 SCALE;
HORZ 1" = 50'
O C VERT 1" = 50'
~ ~ . 0
OV ~ ~ -
~ ~ ,
t -5 a - 5 SHEET 41 of 95
NE 5 L CO RETE
ffVV/ EN ASEM NT
0 ~ ME E. DE. I AjLT-- -10
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-10 N Q-
98+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 7+00 108+00 109+00 110+00 111+00

V V ~
NEW 6"x6"x3" TEE NEW 3" PLUG VALVE & BOX V1' /
(BEGIN STA. 0 00) Z z ~o ~ ~ o
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NEW 3"-45° BEND ' ' N I` I O 101 Q ~ o, NE TERMINAL CLEANOUT ASSEMBLY W J H O
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USE CONDITION 2 1 I~1 , Z
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2 _ - (5' OFF EOP, TYP.) - ya z I~11
~ O I 1 ~ ~ _ ~ / I Gl 3 ti ti ~ 372 ~ ~
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Fk Road W ccoon 1 ~ 8" It Pavement) Ra / . lyofe (Aspha ~ w ~ 1
~ w ~ / w - ~ ~ ~ ~11G> 1 B ~/SIN _ ~ 1 V ,
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1 I I I 1 NEW 2 x 11/2 REDUCER SERVICE LINE Q
I I I I I I - _ ~ ~ ~ n.
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1 I m I ~ , 1 ~ 1= - ~ I rte- ~ C O I ~ + _ r • ~ ~ ` I SERVICE LINE ~ I
I I ~ 1 ~ - ~ ~ Woods / ~ ~ , , = - _ _ ~ , , • NEW SERVICE LI LINE ~ 1Q' PERMANENT x ~i j ' ~ Q ~ ~ ~
nds ~ ~ ~ ` o' ~ - ` VE ASSEMBLY ~ 3LY UTILITY EASEMENT ~ x ~ ~ ~ a I i ~ ~
~ ~ I ~ _ ~ , ~ • , r X SEE DETAIL, TY p ~ ~ / l \ a ~ 1 I ~
Y ~ \ I i' / ~ I ~ ~ M^M'YYYYVVVYI ~ 0`~\`~ 0 it I ~ -
0 , ~ \ I I / , / , 1 ~ ~ ~ ~ Ex. ~ence , ~ ' • ~ ~ ~ ~
i , • NEW 2 PVG SERV CE LINE 1 m I ~ (5' OFF EDGE OF G AVEL ROAD, TYP.) , I ~ ` ~ Ex. Satellite rrr-, I I I I
~ ~ ~ 1.~ `~~~0 1 I NEW 1 /2" PVC PVC ~ ~ - Dish ~3 I i
N , ~ °ye~ . ~ Bldg 1 1 SERVIC LINE 5~~, ~ i~ I I I I _INE ~ ~ ~ ~ I ~
N Ex. Storm Drain 1 5 ~ w/ Headwall ~ , ce ~ 2 ~ ~ 'I I I 0 ~ Bldg ~ I I
P° \k \ 1 ~ 1 (each side) ' g5 Hse 1 I I c
0 1 ~ ~ (E ' ~ ~ J` I I ~ o NEW 60 LF ~ O I I Brdg ? I
bi y I k u ~ ~ ~ ~ OF 2 RJDI
~ ~1 ~ ~ I ~-Scrt, ? ~ ~ '~J ~-Scrub ~-Woods--.~ ~
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5 • . , ~ -X 1 X L J DESIGNED BY;
dP ' a9d ~ ~'1 , 9 ? II WBJ
0 ~ ' ~ Ir) i' ! X
~ "x2" TEE NEW 195 LF OF 3" HDPE SERVICE LINE DRAWN BY; TKIEJB
~ NEW 3x3 d~ I NEW 2" PLUG VALVE , Ro°,' m ~ (BY HORIZONTAL DIRECTIONAL DRILL) ~ ,,'Soil, ~'~~c woods / MAINTAIN 6' MIN. CLEARANCE BENEATH x
& BOX ' ~ del.' ~ 9 ~ 1 ~ Wetlands ' X CHECKED BY;
~ ~r° , ~ y CREEK/STORM DRAIN AND 3 MIN. COVER ~ Aso OTHERWISE. WBJ
PROJECT NO.;
m c ~ 9 2 ~-.-X~X_-X X 2876~B
t0 / 1 v DATE;
~`--woods-~ AUG 2007
~ \ ~i~~ ~-Woods-~ SCALE;
~ ~ NEW 60 LF ~ ro OF 2" RJDI 'r~E HORZ 1" = 50'
M ~?ry`? Pfd} R ~'"•1 ~1 r N C~"' ~ 30 VERT 1" = 50'
~ '
~ ~ ~ W ~ ~ ~ OPEN CUT
o ~
o ~ co ~ SHEET 52 of 95
~ p^
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NEW 3" PVC FORCE MAIN
(SEE SHEET 73)
o ~ G-~ 52

~ ~ I~ 11/2" PVC
~ NEW 6" FORCE MAIN •,c~ ~ ` 11/2" PVC v ~ 1 I f (SEE SHEET 33) c ~ ~ 3292 l i E SERVICE LINE
~ tie ~ v ~ se SERVICE LIN 0 ~ 1 N I I °0 0
~ ~ ~ a a V II ~ ~ ~ o0 0
l acs ~ f a 0000 Z
V ca ~ I ' / 0 f '0 V v ~WOOdS 41k % I I
~1 P 0 f I ~ f 3294 ~ ° o ~p0 H
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i - 1 ! ~W SERVICE LINE ~ - ~@- f I p, O p ~ OWN N
i ' ' AL ASSEMBLY I / f~ r I ~ J~o W
/ / ~ ! SEE AIL TYP.) ~ Scrub / / II ! m f ~1 ~ / r / ~ I Q°~
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_i ° , v~
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FW-F~--FM EX. 4„ - Z ~ofer Lr~` ~ , ! p ~
~ ' ~ i Ex. Guardrail / tl Riyy `m
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r ~ a I~ ' I _ ~ -i,GO o w ~ Ex. Piers Ex. Conc / Ex. Piers w v~i 1 _ I 1 W
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~ II / / (3) EX. 48 RCP / / I ~ / ~wS Q ~ M
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v NEW 3 45 ND / ~ NOTE - - {SEE INSTALLATION DETAIL) ~ o II II II - -
~ ~ NEW x 6 x 6 TEE
' NE 6"x3" REDUCER CONTRACTOR TO NOTIFY NCDOT PRIOR TO `01 a II DRILLING BENEATH BRIDGE. COORDINATE " PVC ORCE MAIN ~-woods - ~ ~ ~ V W Z =
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~ (SEE INSTALLATION DETAIL) (SEE SHEET 54) Cn
STCZ, A o 1`+1 IMPF~CS" 58 v
DESIGNED BY.
WBJ
L a ~ ° ~ DRAWN BY.
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m 5 5 WBJ U,
~ ~ . ^ Ex. Grade PROJECT NO.. v 2876•B
N _
~ - - - x. roe - - - - - - - - - - - _ ~ DATE;
p~ i n ~ - AUG 2007
N 0 ' ~ Ex. 18" RCP MI , Ex. 18 RCP Q SCALE;
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41 5 r WJZ PROJECT NO..
~ Ex. G ade co . ~ ? ~ J ~ _ _ _ - 2876•B
- - DATE:
N MIN. AUG 2007
EW " Ex. 4 "CMP
r\ ~ O Q SCALE HORZ 1" = 50'
N
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.o NV _ 5 SHEET 55 of 95

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F o ~o DESIGNED BY;
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DRAWN BY;
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CHECKED BY.
m 5 5 WBJ
PROJECT NO.;
N 2876-B
~ DATE;
~ Ex, Gr de ~ ~ ~ ~ ~ _ - ~ _ - _ ~ _ Ex, rode AUG 2007 _ - _ _ - - - - - - 0 SCALE;
~ ~ - - - - _ - ~ ~ -
~ 3' 0~~ HORZ 1" = 50'
E.24"C P j C VER NEW 3" PV FO CE M N VERT 1" = 50'
00 ,
NV 2'-0" „MIN.
-5 L
_ 5 SHEET 59 OF 95
O -NEW -5-tF CON RETE-
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N -59- -10
95+00 96+0 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 )4+00 105+00 106+00 107+00 108+00 109+00

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nj ~ w O (V w'-; w w ~ w Ex. 4" Woter Line
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~ o OPEN CUT
~ Q k a~ I ~ "PLUG ALVE & BOX ~ ~
0 'E 3"x x3"TEE
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~ I , ~ ~ \ ~ \ x x X x, Fen X -
cn ~ i~ ~ ~ ` X X Woods Ll ~ ~ ~ .
p r ; ~ ~NEW~ 3" F MAIN r ~1
I 0 (SEE SHE )
~ ~ rr p ~ DESIGNED BY.
~ r--------~ / 1 t a 0 WBJ
(n~ o +I DRAWN BY.
~ ~ .o ~ ~ ~ TK 1 EJB
3 N i z CHECKED BY.
r WBJ
~ ~ o ~ ~ ~ I~ m G I , I ~ W~ 5 PROJECT NO..
tiJ I o I 2876.6
~ I
~ ~ I - - - - - - - - - - - ~ Ex, G de i - - - - - - - ` I ~I _ ' i_ n Ex. G ode ~ w Z DATE; - AUG 2007
~ IN.
~ O 0 SCALE; HORZ 1 ° = 50'
N E 3" P C
~ ~ ~ x, Gas ine E . 4" Wa er VERT 1" = 50'
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~ MI .
n~ ~ IN. MI . - 5 SHEET 60 OF 95
-5 L

NEW 3"x3" 3" TEE--J NE 3" P UG VALVE BOX
o~ 60
~ o -10
-10
N Cj_ 130+00 131+00 132+00 ~ . 123+00 124+00 125+00 126+00 127+00 128+00 129+00 32+00 133+00 134+00 135+00

-X 0 . . 1 - ~ Wetlands
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L_ M M M M M M M M I- 1
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~ 1 ~ I ~ ~ ~ ! ~ Ex. 24 RGP o _ I poi II v
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~ 11 ~ ~a~ r I r! 1~1 j I ~ NEW SERVICE LINE i o i~E~S%ae k VALVE ASSEMBLY ,v, - ~ '
'~'1 , to / ~ i psi 101 ~I (SEE DETAIL, TYP.) ~ ~ o ~
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v., ' ~1 ~ I I 0 1,~ ,QO I~ I I l oo ~
~ i~l 0000° ~ 1~ 1 o ~ , I
0 ~ 1 1 I 0 1 ~ "Chopel Ndl 1 I r I• LOT Chapel Hill Church i
1 ~ X11 ~ Churcn" 1 ! V) I r 't ZONE
~ ~ J r ~ 11 ~ i J 1 1 -GROUND ELF
~ 11 ~ ~ 1 r 11 ~ r r 1'~ -TOP SEPTIC TANK
r ? ~ ICI t r
q 1 rr ~''I r r •,~'1 PUMP MODEL"~
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0 X11 ~ ~'1 CAPACITY 1,860 GAL. ~ DESIGNED BY:
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0 DRAWN BY: ~I TK 1 EJB
3 m
CHECKED BY.
m 5 5 wBJ
PROJECT NO.:
~ Ex_G odes ~i - - - ~ 2876.6
- - - - _ _ _ _ _ _ _ - ` ~ ~ Ex. ade DATE:
r\ ~ MIN. - _ _ - - AUG 2007
0 N " Q SCALE:
I ~ Ex. 15" RCP HORZ 1 ° = 50'
~ 2._ N~ VERT 1 ° = 50'
O 0
~0 U
5 SHEET 64 aF 95 i
-5
i
P, cr hjrpp,-r F* C~o
° E CASEMENT ° (SEE D TAIL)
~o 64. -10
-10 N 51+00
o 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 1+00 52+00 53+00 54+00 55+00 56+00

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O O SERVICE LINE W Q ~ z
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tv VALVE ASSEMBLY II°i ~ (SEE DETAIL, TYP,) ' fli
ate~Ci ~ R/ F ne w NEw 3"x3"x2" TEE
~ x cos w " v v d9 ~ ~ NE 3 PLUG ALE & BOX woods 6~
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(SEE SHEET 66) ~ ! ~ I ~ Hse ~ ~ I ~ , I roi- I W
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m -10
~ 15 LF F 3" DPE ORIZO TAL ~ PROJECT NO..
ro N 2876-B
DATE;
AUG 2007
-15 ~N -15 SCALE;
HORZ 1" = 50'
"1 ~ VERT 1" = 50'
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"1 - 20 20 sHEEr 65 of 95

O ~
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o 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 5+00 66+00 67+00 68+00 69+00 70+00

(GravelDriveJ X ~ I
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~ ~ (BEGIN STA, 0+00) ~ s ~ 0 1 I ~ I w I
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Woods /Wetlands
Ptah (GravelDriveJ I N ~ p
NOTE S'r~, r ~~M 1~I4P~cT 1~b 0 3 A 20 TYRRELL COUNTY PERMANENT UTILITY EASEMENT
CENTERED ON THE FORCE MAIN EXISTS ALONG THE UTILITY _ - ~ ~g O
WHERE IT IS OUTSIDE NCDOT ROAD RIGHT-OF-WAY. THIS ~ ~ ~ H
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PROJECT NO..
2876-B
N DATE:
AUG 2007
-15 ~N -15 SCALE:
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~ -2~ 2 O SHEET 66 OF 95

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~ o ~ (SEE DETAIL,TYP.} ~
= NEW 4" x 4" x3" TEE co ~ • o U ~ - Hse Q
NEW 3" PLUG VALVE & BOX ~ Hse X Hse Q ~ Woods \ \
~ ~ ~ 2 fi p woods
~ ~ p ~ ' ' o ~ o~ ~ ~
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~ O 0 0 ~ ~ o (Approx. 900 LF
~ ~ to house}
woods N W ~ ~ ~ , ~ ~
~ NEW 3" PVC FORCE MAIN 1224
(SEE SHEET 76) N Nse
a, O DESIGNED BY.
~ ~ WBJ
DRAWN BY.
a~ TK 1 EJB
3 0 ~ a
0 CHECKED BY: 1 O WBJ
m 10
~ ~ g PROJECT NO.. 2a1s~6
~ ~ i
N ~ ~ ~ i DATE:
_ / ~ _Ex. rode AUG 2007
~ i - - 5 - - - - 5 SCALE:
~ N Ex ade '1 ~ - " M N. HORZ 1" = 50'
~p C x. er m n VERT 1 ° = 50'
NW
~ ~ MIN.
~ ~ 0 O SHEET OF 95
~ 70 LF 0 DI PI E

NE 4" x " x3" EE
Q) Q, NEW 3" LUG VALVE & BO o Q)
~ o -5 70 -5
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56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 ~5+00 66+00 67+00 68+00 69+00 70+00

~ I I ~
NEW 3 P~'C FORC MAIN ~ ~ ~ I ~ I~
EE SHEET 21) /~J f - - I ` , ~ r - I , Woods _ I I~ I~
I ~ . ~ 0 ~ r ~ ~ NEW 2 PVC FORCE MAIN NEW TERMINAL CLEANOUT Z
' ~ /y~ ~I 1 r (5' OFF EDGE OF GRAVEL/ . `V ~ 53 ~ 1 I ASSEMBLY Z
3 Hse / SOIL R TYP.) ~ I N (END STA.9+10±) 0
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. / _ o i ~ I
/ / ~ _ - `iii i~ ~ \ I I ~ END OF ASPHALT / 1 ~ ~ M , 1/2 P1~G___ l a ~ ~ ~ ~ ~ 11/2"~PV~'~ A 20' TYRRELL COUNTY PERMANENT UTILITY EASEMENT a SEWER ~ERVICE CENTERED ON THE FORCE MAIN EXISTS ALONG THE UTILITY
~ Hse / t l ~ ~ I PAVEMENT & / 1 ,~z ~ a r ~ ' EW R SERVICE ` I I 1•
o kl NCDOT R/W / ~ ICI ~ Hse I r ~ H / o ~ I p tis° ard9 WHERE IT IS OUTSIDE NCDOT ROAD RIGHT-OF-WAY. THIS
~ ~ ~ ~ I 1m ~ I ~1/2 VC I 1 ~ ~ i + EASEMENT WILL ALSO SERVE AS THE CONSTRUCTION
~ ~ +'1 10~ 773 X ~ ~ ~ ~ ~ 1 EWE SERVIC Hse I r ~ c~ 1 I ~ ~ I Hse /y~/'~(7 LIMITS FOR THE WORK IN THESE AREAS.
~ ~ ~ ~ L~ ~ ~ ~ ~ r ~ p Hse ~ 3 1.7 W
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~ N - 1 ` I 1 _ I I 0-- i - . ~ T ~T. R/W ~ ~
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~ ~ ~ ~ CDC ~ I ~ I i i I 81dg I o _ , NEW 3 PVC FORCE MAIN a.~ a` . . .
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EX. 36" CMP Cn
~ I USE CONDITION 2
~ ' Apr _ ~ Gr°ve ' S !w ~ (SEE INSTALLATION DETAIL)
~ C ~ 60 ~ - N
gid9
~ Grovel
O STR~~M iMP~c't' l0- l°l
N ~ , . DESIGNED BY:
WBJ
DRAWN BY:
TK/EJB
CHECKED BY.
5 wBJ
m 5 _ \
~ Ex. Gra e PROJECT NO.. - - - - - - - - - - 2876.8
~ - - -
N " ~ IN. Ex. 36' CMP DATE:
~ W 3" PVC ORCE MAI N ORCE MAIN AUG 2007
0 ~N - Q SCALE;
~ ~ MAN. HOAZ 1" = 50'
rn~ VERT 1" = 50'
~ ~ .o
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W V O EW 5 LF C NCRE E _ 5 SHEET 74 of 95
-5 NCAS MENT

C)
O ~
~o c~ -10 74 -10
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Z
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~ BENDS ~ _ ~
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~ MAINTENANCE 1~ ~ - ~ w - - ~ " m ~
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OPEN ~ ~ w 1 ~ °
woods ~ CUT oo ~ -D------------------ _ - _ _ - " m
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0 m W ° ~ • _ .t
NE 3 PVC FORCE MAIN
~ (5' OFF EOR, TYP.) Q '~o. i Woods /Wetlands ~ ,\c C ~,h NOTE
0~ A 20'TYRRELL COUNTY PERMANENT UTILITY EASEMENT CENTERED ON THE FORCE MAIN EXISTS ALONG THE UTILITY
N ~ WHERE IT IS OUTSIDE NCDOT ROAD RIGHT-OF-WAY. THIS
O EASEMENT WILL ALSO SERVE AS THE CONSTRUCTION
LIMITS FOR THE WORK IN THESE AREAS.
a~ DESIGNED BY. '
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CHECKED BY.
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~ Ex. rode r\ - PROJECT NO.:
~ _ - ~ ~ 2876•B
N - DATE;
~0 _ - ~ - II C AUG 2007
0 3 P ~ N NEW 3~~ p C 0 SCALE,
HORZ 1" = 50'
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N - - - - - 2876-B
N ~ ~ a 48' CMP ~ In 0.04 u DATE;
~ - . AUG 2007
~I 0 Q SCALE;
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N IN. ~ - DATE: ~ - - - - Ex, c oa AUG 2007
~ NE 3" VC F RCE AIN i - -
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~ N W 3" PVC ORCE MAIN -Ex.54 cMP r\ DATE;
~ MIN. N 60 AUG 2007
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d a. a~ w
~ z ~ rn
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a ~ I- - - = r PIPE INST LATI N. PR VIDE INK S AL 5
° ~ ~ TO AKE ATER IGHT. 5
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~ SE
~ O E .Star Drain Ex, 6' Water ne ~ I 0
~ ~ u ~ N
~ For e Moin IN.
z - ~ 12~, VC AVI -
~ MIN. o o z _ ~ DESIGNED BY.
~ ~ N O 5 WBJ
DRAWN BY.
L . TK 1 EJB
3 N Z ~ ~ ~ - CHECKED BY:
i• _ 1 O WBJ
10 LF OF 8' GRA ITY ~ z z
~ ° z- PROJECT NO,: 2876•B
~ >
N z DATE;
~ o o AUG 2007
~ N ~i RAVIT SE R ~ .0% -15 SCALE:
N -1 , HORZ 1" = 50'
~ w ? ~ ~ > VERT 1" = 50'
N o m-
o~
20 SHEET 85 OF 95
L -20

O ~
CNa 85 -25
-25
+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 0

i
Z Z
~WO
Way Z
11' MIN. W p
SEPARATION I- ~WN >
~ 2 -NEW 4"-45° BENDS W J~o w ~
U
00 Ex. 5'x5' CULVERT ~ USE CONDITION 3 c= QZ~
W (SEE INSTALLATION DETAIL) Tr/r NEW 6" PVC WATER LINE ~ Z LL
W ~ W = 15 LF OF SILT FENCE w woods-~ N (APPROX. 20' SEPARATION, TYP.) o ~ ~
~ Q, 0 48" Oak 48" Oak 48" Oak o °o W
W - - - - - - - - - - - - W
W i i ~ ioi W ~
, W W ' ~ Ex, Difch r Ex, Ditch W W O
O i i O FM F FM FM FM - FAI FM FM FM ~
00 q p N•
N (Asphalt Pavement) Nl~ 1-74{ 94 ~l~Ol11~W~ Y Q
~ W
(A
~ AIR RELEASE W NEW 4" PVC FORCE MAIN W ~N _ z~~
Z 2 -NEW 4"-45° BENDS MANHOLE No. 2 , Z W~ .J ~ ~ o
J (5 OFF EOP, TYP.) = Ex, Heodwall _ ~ m U U N ~
U 5 LF OF SILT FENCE ~ U n7
~ 1 Q „ 4 Z d'
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N C7 T W O Z m ~
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~ HYDRANT ASSEMBLY ~ ~
° NEW 6" GATE VALVE o = 2 NEW 4 -45 BENDS 2 2 -NEW 6" ` ~ ~ W FM N
I- _ W ° 45' ~ 2 NE 6 45 BENDS „ 45° BENDS Ex,.o~t~-"-~~"~~~ J ~
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Q o o - w- W FM
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w w w w FM N Q -
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~ ' ~ W (Asphalt PovementJ NC Hw 94 R/W1 30 LF OF SILT FENCE
_ Y o z
~ J 30 LF OF 2 - = 30 LF OF SILT FENCE 2 -NEW 4"-45° BENDS
V ° NEW 4" PLUG VALVE SILT FENCE
~ 2 -NEW 4 45 BENDS NEW 4" PVC FORCE MAIN ~ ~ 2 _ E _ °
Q Ex, Headwall 11' MIN. (5 OFF EOP, TYP.) ~ ~ SEPARATION
Ex. 5'x5' CULVERT
Ex. 5'x5' CULVERT USE CONDITION 3
USE CONDITION 3 (SEE INSTALLATION DETAIL) (SEE INSTALLATION DETAIL)
0
DESIGNED BY;
WBJ

L DRAWN BY; TK/EJB
3 N
Grcde CHECKED BY; EX. ~ WBJ
m 10 r~
- _ - J PROJECT NO.;
- - - - - - - - 2876-B
N ~ 3' p~~ DATE;
co VER ~ AUG 2007
N 5 5 SCALE;
~ HORZ 1 ° = 50'
VERT 1 ° = 50'
rn 3 N W 4" PLUG VALV 00

0 SHEET 87 OF 95

"V co V
O
-5 87 -5
N
42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 1+00 52+00 53+00 54+00 55+00 56+00

t

1

Appendix B
Site Coordinates

1

t
Stream Coordinates
County Stream # Stream Name Latitude Longitude
Washington Co. 1-3 UT of Scuppernong River N 35° 52.830' W 76° 22.574'
Washington Co. 2-4 UT of Scuppernong River N 35° 53.000' W 76° 22.192'
Tyrrell Co. 3-5 UT of Scuppernong River N 35° 53.273' W 76° 21.624'
Tyrrell Co. 4-6 UT of Scuppernong River N 35° 53.444' W 76° 21.303'
Tyrrell Co. 5-8 UT of Scuppernong River N 35° 53.428' W 76° 20.604'
Tyrrell Co. 6-10 UT of Scuppernong River N 35° 53.855' W 76° 19.638'
Tyrrell Co. 7-13 UT of Scuppernong River N 35° 54.411' W 76° 17.630'
Tyrrell Co. 8-14 UT of Scuppernong River N 35° 54.173' W 76° 17.349'
Tyrrell Co. 9-16 UT of Scuppernong River N 35° 54.182' W 76° 16.976'
Tyrrell Co. 10-19 UT of Scuppernong River N 35° 55.982' W 76° 19.787'
Tyrrell Co. 11-20 UT of Scuppernong River N 35° 55.006' W 76° 20.084'
Tyrrell Co. 12-22 UT of Scuppernong River N 35° 55.894' W 76° 21.086'
Tyrrell Co. 13-23 UT of Bunton Creek N 35° 55.760' W 76° 21.656'
Tyrrell Co. 14-24 UT of Bunton Creek N 35° 55.138' W 76° 21.712'
Tyrrell Co. 15-25 UT of Bunton Creek N 35° 55.050' W 76° 21.959'
Tyrrell Co. 16-27 UT of Bunton Creek N 35° 54.528' W 76° 22.385'
Tyrrell Co. 17-28 UT of Scuppernong River N 35° 52.543' W 76° 21.592'
Tyrrell Co. 18-30 UT of Scuppernong River N 35° 53.933' W 76° 19.859'
Washington Co. 19-31 UT of Scuppernong River N 35° 52.655' W 76° 24.365'
Tyrrell Co. 20-32 UT of Scuppernong River N 35° 54.001' W 76° 20.260'
Tyrrell Co. 21-33 UT of Scuppernong River N 35° 54.131' W 76° 19.861'
Tyrrell Co. 22-34 UT of Scuppernong River N 35° 54.433' W 76° 19.409'
Tyrrell Co. 23-36 UT of Scuppernong River N 35° 54.405' W 76° 18.506'
Tyrrell Co. 24-37 UT of Scuppernong River N 35° 56.284' W 76° 20.622'
Tyrrell Co. 25-40 UT of Scuppernong River N 35° 52.641' W 76° 21.484'
Washington Co. 26-1 * UT of Scuppernong River N 35° 52.234' W 76° 22.722'
Tyrrell Co. 27-7* UT of Scuppernong River N 35° 53.155' W 76° 20.746'
Tyrrell Co. 28-9* UT of Scuppernong River N 35° 56.859' W 76° 19.861'
Tyrrell Co. 29-18* UT of Scuppernong River N 35° 55.554' W 76° 19.555'
Tyrrell Co. 30-46* UT of Scuppernong River N 35° 55.663' W 76° 19.746'
Tyrrell Co. 31-47* UT of Bunton Creek N 35° 55.644' W 76° 21.603'
Washington Co. 32-48* UT of Bunton Creek N 35° 54.125' W 76° 22.722'
Streams to be directional! drilled

t

Appendix C
SOILS MAPS & USGS MAPS OF
PROJECT AREA

' I` `? r {
LEGEND
Al-
2" FORCE MAIN f': =
3" FORCE MAIN ff J?= ?-
4" FORCE MAIN
?._. 6" FORCE MAIN
8 FORCE MAIN
7 `
6" WATER LINE s tree 'io,ict • 16-2
s
le{>?sant , _ ?
/ tree Impo,t • STREAM IMPACTS
•• STREAMS TO BE DIRECTIONALLY DRILLED'.': ( f .`
ma=,<
?.?..?. COUNTY LINE ?'• - (Sre
:Gem
f ,
°r
I
f? I`? S C U P P E ? N (? -? (x ?'??
f
- Stream. Imp t ? 2-
(Stream -47 ?
64
-Stream Imrct • 1-3?
. •Q --_ (Stream 3,
\\ - 9 I
• •> tream Imppact • 19-31 r
(Stream 31>
? j Ft
Karl.'
?Cet}? .• > '' ! -. St Davids tream Im
r y, . C;em Ch (Stream 1)•
Hlgh ..
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• • .? n i. -? -yi. .yL•- k
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o.x W)
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00
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X
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'? - LEGEND
I 2" FORCE MAIN
?
j 3" FORCE MAIN
4" FORCE MAIN
j µ
6" FORCE MAIN
?? - 8" FORCE MAIN

4 6" WATER LINE

STR EAM IM PACTS
n?t -,ON ALLY DRILLED
I V COUNTY LINE
ati
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f
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of
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Oui •ti•_...?_?.._? ?.._- S edm Im act 24737 rte.. . 1
`J ct • 10-19
--
_ ;76 (Stream.`.]
-?' ly r Strea Imppact • 11-20 ?-
f pp (Stream 20) `l-
`.,
-r? (Streanl22)ct•12-2 ??-
J
Stream Impact • 13-23 = f r
_ x
?SStr_am- `. _
.f 4-.t,74 2 W2 - ?h
``.. ,. - ? .Z ? r7 ?•r rte. _ - -+- ! _
f ( 1 ?
-- - -? -_- / -Str
m Impact • 30- ` _ -
_ - • • x ...f -. (Stl 'am 46)•• - -' - -
4 4 Wetland 3 W3
as
< act • 29-18
-?rlm
!` h - _ 1 +% (Sere 1?)••
am tmp • 14-24 / s
-`c (CtrearsJ- 74) 1 117)
h f *?? Stream np?ct ,,,-2L -`::. - i. ?` _ 6 _ Z` .•; ` -
• 1 (Stream • ?V`?;,? • _.
99
as - `
<? - Sc 113 -1:24.000
71
LEGEND j?pea2 2=3 - r.
l y?%str?eam"'S4? - ?
-- 2 " FORCE MAIN
I
1f 7/?;Fj_r ?
3 " FORCE MAIN °` 4i
4" FORCE MAIN
_?- 6" FORCE MAIN
r 8 " FORCE MAIN 1 g •; .
6" WATER LINE ?pp sc °m?°Ca•a2cardenc
4trea( 132)ct • 0-?? ?E1L - ..,.?- •a n: ` x??
?S teem 8M
Impact • --STREAM IMPACTS _ .
•• STREAMS TO BE DIRECTIONALLY DRILLED _ll ',hl - I?ji5;
?j
--?-
yi PIT6 Im
307 p act • 18-30
!,`Sf eetm n TY$Sr1S
COUNTY LINE Stream Im aaE o ..'
1 1117 (Stream f s
S 'y' am act • 28-9 _ ,R It'
t t 5 .,- - S.
I. f f/• 0 k N ' t Ch?AP L HILL'F10AD- SIR
.t
rq E 1
040
-- _
Woodle. f
StYk
am Impact • 4-6
learn 6 J -?6?
p _ L
Sstreeam 8)act • 5-?
(Stream Stream Im act • ! - ?, - _ -- ?,,, ,??i _ _ _ __ - _
G '-
5)
Stream `? ba I pa= ct • 27.7
(Stream
r4
Str e ?m I.4499))?at'• 25-40-?` ??- - _ - -y- _
?RTjj c
71
`5 tebm Impact;? ; # {Y y y _ ?- .c _
Y
its., A k,
Y ?? >4t sr ? ? .,t.
/ I :9 S
s c dp # t fs..t p CTxove
, 'Ch
r Cr
_JY 1
r sa r_
T' ,.- y fLr Sc.'Qle 1:??0 QtJ4.
• - - L
i .4
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1
1
1
1
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i
1
1
1
1
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1
1

LEGEND
- - 2" FORCE MAIN
Pilin6, 3" FORCE MAIN
4" FORCE MAIN
6" FORCE MAIN
8" FORCE MAIN
6" WATER LINE
I?stee m" °-t' -STREAM IMPACTS
Tower
- 1
,I
n
u
I?
? I

Or-
iveer ?% -
eck} _
i I /%
I
II :!
p 1(
44 ry

Impact • 116 into 1
5 _
•C? ,
76 JS Stream Imppac.,• 8-
_/_ •. . (Stream 14)X

0L 111,4 E,
SR 111

9

Sc I Is :"24 ? 0-00

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