20040416 Ver 1_Complete File_20040318

Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.?? /.
(If any particular item is not applicable to this project, please enter " of App a +e'; ''r "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NA
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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), check here: ?
II. Applicant Information
1. Owner/Applicant Information MAR 1 8 2004
Name: Town of Stem
Mailing Address: P.O. Box 88
102 Tally Ho Road
Stem, NC 27581
Telephone Number: 919-528-4002 Fax Number: 919-528-9544
E-mail Address: NA
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: Leonard McBrvde III. E.I.
Company Affiliation: Hobbs, Upchurch & Associates, P.A.
Mailing Address: P.O. Box 1737
300 S.W. Broad Street
Southern Pines, NC 28388
Telephone Number: 910-692-5616 Fax Number: 910-692-7342
E-mail Address: lmcbryde(a hobbsupchurch.com
Page 5 of 12
III. Project Information
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: Town of Stem Sanitary Sewer
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): NA
4. Location
County: Granville Nearest Town: Stem
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers, landmarks, etc.): The first site is located where Old
Hwy. 75 (SR 1004 and Ledge Creek intersects in the south part of Town. The second site is
located off of Tally Ho Road (SR 1132) in the north part of Town.
5. Site coordinates, if available (Lat/Long): Site #1: 036° 11' 43.62" N. 078° 43' 46.18" W;
Site #2: 036° 12' 14.62" N,07843'6.24" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): NA
7. Nearest body of water (stream/river/sound/ocean/lake): Ledge and Holman Creek
8. River Basin: Neuse River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/muss/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The sites are wooded residential land.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: The project
will consist of installing sanitary sewer throughout the Town of Stem The site specified for
this application will include sewer mains manholes and pump stations
11. Explain the purpose of the proposed work: The project will consist of installing sanitary
sewer throughout the Town of Stem.
IV. Prior Project History
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.
The NCDENR Fast Track Permit and the NCDOT Encroachment Agreement have been
approved and are attached. The NCDENR Erosion and Sedimentation Control Permit is
contingent on approval of this application
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.
NA
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
1. Provide a written description of the proposed impacts: There will be no stream crossings in
this protect. All impacts will be land disturbance paralleling streams
Page 7 of 12
2. Individually list wetland impacts below: NA
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet
Type of Wetland***

• List each impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at h!W://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0
Total area of wetland impact proposed: 0
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci
1 Excavation/Ditching 1,000 Ledge Creek 20 feet Perennial
2 Excavation/Ditching 200 Holman Creek 10 feet Perennial

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.ma guest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 1,200
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: NA
Page 8 of 12
Open Water Impact
Site Number

indicate on ma)
Type of Impact* Area of
Impact

(acres)
(if Name p Waterbody
applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation: NA
If construction of a pond is proposed, associated wetland and stream impacts should be
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,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
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
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.
Impacts to the streams will be avoided by erosion and sedimentation control measures such as
silt fence and sedimentation basins. There will be no stream crossings and there are no wetlands
that will be disturbed. The land is sparsely wooded with pines and oaks It will be fairly easy to
contain all erosion and sedimentation on the sites and not impact the streams
VIII. Mitigation
DWQ - 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
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 March 9, 2000, mitigation will be required when
Page 9 of 12
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 NCWRP 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/ncwetlands/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
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.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Page 10 of 12
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
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 ?
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 ?
X. 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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
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
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 0 3 0
2 6,000 1.5 9,000
Total 9,000
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Riparian Buffer Restoration / Enhancement
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
The impervious areas will be the manhole rims and pump station rims. The impervious acreage
is 0.004 acres compared to a total acreage of 22 for the project. The storm water will be
controlled by erosion control measures such as silt fence and sedimentation basins.
XIL 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.
The Town of Stem wastewater will be forced to the Town of Butner's Wastewater Treatment
facility where it will be treated.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. 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).
3 //7/0 y
Applicant/Agent's Si ure /bate
s signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
SEP 08 193 20:42 T0: 910 692 7342 P01
March 16,2004
Mr. Leonard McBride, of Hobbo.Upchureh,Engineers, is authorized
to sign The preoonstruction Notification Applieation.f or the
Town of STEM,N.C.
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Name: STEM Location: 036° 11' 50.1 N 078° 43'25.8" W
Date: 311612004
Scale: l inch equals 1000 feet
PHASE 1
PUMP STATION #2
PUMP STATION #4
PUMP STATION #5
LINE S-1 THROUGH S-14
LINE FM-1 THROUGH FM-5
PUMP STATION #1 - SHEET NO. 4 - CONTRACT 2
PUMP STATION #3 - SHEET NO. 10 - CONTRACT 2
LINE S-15 - SHEET NO. 22 k 23 - CONTRACT 1
LINE S-16 - SHEET NO. 24 - CONTRACT 1
Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
SOUTHERN PINES, NC - MYRTLE BEACH, SC
Pi NAGS HIM, NC - RALEIGH, NC - CHARLOTTE, NC
300 S.W. Broad Street, Southern Pines, North Carolina 28387
Phone: [phone] - Fax: [phone]
FM-3
INE S-1
LAYUU I MAP
N.T.S.
F WA7?
OHO 9PG Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
April 8, 2003
The Honorable Jack Day, Mayor
Town of Stem
PO Box 182
Stem, NC 27581
Dear Mayor Day:
APR 16 2003
Subject: Permit No. WQ0022314
Town of Stem
Town of Stem Sewer System
Wastewater Collection System Extension
Granville County
In accordance with your application received January 22, 2003, we are forwarding herewith
Permit No. W00022314, dated April 8, 2003, to the Town of Stem for the construction and operation of
the subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded and shall be subject to the conditions and limitations as specified therein. This
cover letter shall be considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system-wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina-licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as-constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina-licensed Professional Engineer to the licensing board.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Stem for the construction and operation of approximately 18,000 linear feet of 8-
inch gravity sewer; one 25-gallon per minute pump station, three 80-gallon per minute pump stations,
and a 320-gallon per minute pump station, each with duplex pumps, on-site audible and visual high
water alarms, permanent generators with automatic transfer switches, telemetry and portable hoists; as
well as approximately 550 linear feet of 2-inch force main, 5,750 linear feet of 4-inch force main, and
20,700 linear feet of 6-inch force main to serve 107 three-bedroom residences, two 150-seat churches,
two 2-bathroom. gas stations, a 25-seat restaurant, 5 three-employee offices and seven 1,000 square
Non-Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
DENR Customer Service Center
An Equal Opportunity Action Employer
Internet http://h2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post-consumer paper
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system-wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any*66htravention'of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 and shall be actively
maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High-priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by'the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina-licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump
Station and Force Main adopted June-1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings", and one copy of the supporting design calculations to the Non-Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater.collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast-Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform, satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to the Raleigh Regional Office, telephone number (919)
571-4700, as soon as possible, but in no case more than 24 hours or on the next working day,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
Permit issued this the eighth day of April 2003
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number W00022314

Permit No. WQ0022314
April 8, 2003
ENGINEER'S CERTIFICATION
Partial Final
1, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name Location and County
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting materials.
North Carolina Professional Engineer's seal, signature, and date:
The above Engineer's Certification shall be completed and submitted to the address below with one
copy of the "Construction Record Drawings" of the wastewater collection system extension as well as
supporting design calculations for any pump stations permitted as part of this project. This project shall
not be considered complete nor allowed to operate until this Engineer's Certification and all required
supporting documentation have been received by the Division. Any wastewater flow made tributary to
the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
.NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON-DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
4
a«.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT
GOVERNOR SECRETARY
815 Stadium Drive
Durham, North Carolina 27704-2713
Telephone [phone]
Fax [phone]
10/21/03
COUNTY: Granville
Town of Stem
PO Box 188
Stem, NC 27581
Subject: Encroachment Contract - Town of Stem
SR 1004, SR 1103, SR 1132, & SR 1127
ENC#: E52-37-03-059
Gentlemen:
Attached for your files is a copy of the Right of Way Encroachment Contract which has
been properly executed. This contract covers the following: Sewer System
This encroachment is approved subject to the applicable Special Provisions which are
attached to and made a part of the Encroachment Contract.
Please refer to Encroachment Contract E52-37-03-059 in all future correspondance with
this office about this project.
Sincerely,
J. G. Nance, P. E.
Division Engineer
cc: John B. Williamson, Jr.
District Engineer
j,R6unty Maintenance Engineer
E52-37-03-059
Encroachment Standard Provisions
Written notification of the completion of the encroachment will be given to A. B.
Whitley, IV, P.E., District Engineer, Division of Highways, 815 Stadium Drive,
Durham, NC 27704.
2 A copy of the permit and an approved plan(s) stamped by NCDOT will be on the
site and available for inspection by DOT personnel while construction is in
progress.
3 The Department of Transportation does not guarantee the right of way on this
road, nor will it be responsible for any claim for damages brought by any
property owner by reason of the installation.
4 If there are any existing traffic signals, signal equipment, or NCDOT signs in the
area of proposed work, you shall contact Greg Godwin at [phone], in
Durham, prior to beginning any work on State right of way. Cost to repair,
relocate, or any damage to NCDOT signs, signals, or associated equipment shall
be the responsibility of the Encroacher.
5 The traveling public will be warned of the construction with signing that is in
accordance with the latest manual on Uniform Traffic Control Devices. Further,
for construction involving lane closures, either Part VI of the MUTCD or an
approved traffic control plan must accompany this agreement.
6 Two-way traffic shall be maintained at all times.
7 All materials and construction shall meet NCDOT Standards and Specifications.
8 At the end of each working day, equipment shall be parked a minimum of 20 feet
from the edge of any travel lane.
9 Any drainage structure disturbed or damaged shall be replaced to its original
condition at the discretion of the District Engineer.
10 All erosion control devices and measures shall be constructed, installed,
maintained, and removed by the Encroacher in accordance with all applicable
Federal, State, and Local laws, regulations, ordinances, and policies. All earth
areas shall be regarded and seeded in accordance with NCDOT Standards and
Specifications.
11 All earth areas disturbed shall be regraded and reseeded in accordance with
Division of Highways Standards and Specifications.
E52-37-03-059 Page 5 of 5
OF W ATF9 Michael F. Easley, Gov
William G. Ross Jr., ;ec,E
?0 4Gy North Carolina Department of Environment and Natural Rtoun
co
r
Alan Klimek, P.E., D.cto.
O Y Division of Water Qt
Coleen H. Sullins, Deputy Ictor
Division of Water #t1,
March 25, 2004
DWQ # 04-0416
Granville County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Town of Stem
Post Office Box 88
Stem, NC 27581
Subject Property: Town of Stem Sewer System
On March 18, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan
fill wetlands or waters for the purpose of installing a sanitary sewer in Granville County. Approval from DWQ is required
disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in your rel
Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projo
compliance with 15A NCAC 2H.0500.
1. Please provide specific scale drawings of the two impacted areas at Ledge Creek and Holman Creek.
2. Please be sure to illustrate the areas within the buffer to be impacted (i.e. cleared) by the new facilities.
These drawings must be to scale so the distance from the stream can be checked.
3. Please also discuss and illustrate the proposed buffer mitigation.
4. Your plans depict temporary silt fences within Zone 1 of the buffer. Please remove all silt fencing and
proposed clearing of vegetation or other disturbance from Zone 1 of the buffer.
5. Your plans indicate that the sewer line will be placed within Zone lof the buffer between manholes 103
and 46. Please redesign to avoid this Zone 1 impact. If impacts to Zone 1 are determined to be necessary
then please provide the area of Zone 1 impacts.
6. Please provide details of how the "ditch" will be rerouted near Manhole # 104.
7. Please explain why no buffers are shown on the creek between School Street and SR 1004. Assuming,
that buffer do apply, the line is shown within Zone 1. Please redesign to avoid the Zone 1 impacts.
Please telephone Cyndi Karoly at 919-733-9721 if you have any questions or would require copies of our rules or procedural
materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing time
for this application will begin when this information is received. If we do not hear from you by writing or by fax at (919)
733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.
Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Leonard McBryde, Hobbs, Upchurch & Associates, Post Office Box 1737, Southern Pines, NC 28388
Aft
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (ht!p://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
Sincerely,
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DWQ# Date Who Reviewed:
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted. f
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the - labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
?_ The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 211.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
Hobbs, Upchurch & Associates, P.A.
_ Consulting Engineers
300 S.W. Broad Street • Post Office Box 1737 • Southern Pines, NC 28388
March 17, 2004
Mr. John Dorney
NCDENR - Water Quality Section
401/Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
f9 n
t.e `' ?J
WE-T, .AN! )1401 GROUP
Re: Pre-Construction Notification
Town of Stem Sewer System
Granville County, North Carolina
HUA No.: ST0202
Dear Mr. Dorney:
MAR 1 S 2004
Y WKl Ci?\ QUFS.d g E S.L-C? IOY
Please find attached for your review the seven (7) copies following materials in support
of the referenced permit application:
1. Pre-Construction Notification Application 040416
2. Authorization Letter
3. USGS map with site locations identified
4. Layout Map
5. NCDENR and NCDOT approved permits
6. Contract 1 and Contract 2 Plans
The layout map shows phase 2 locations, which are the sites for this application. Also,
the layout map identifies the phase 2 sheet numbers, which are Contract 1 and Contract 2
Plan sheets that pertain to this application.
The Town of Stem is requesting written approval solely for Buffer Rule Approval
on this project. There will be no wetland impact.
Should you have any questions regarding this application, please contact me at this
office.
Sincerely,
Hobbs, Upchurch & Associates, P.A.
Leonard McBryde III, E.I.
Enclosures
Southern Pines, NC • Telephone [phone] Fax [phone] • e-mail: [e-mail]
Myrtle Beach • Nags Head Raleigh. • Charlotte - • Beaufort
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NA
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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 Manag rent Area of
Environmental Concern (see the top of page 2 for further details), check here:
u.:
II. Applicant Information
1. Owner/Applicant Information
Name: Town of Stem
WETLANDS / 401 GIRO' UP
Mailing Address: P.O. Box 88 MAR 1 --2_4
102 Tally Ho Road
Stem, NC 27581
Telephone Number: 919-528-4002 Fax Number: 919-528-9544
E-mail Address: NA
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: Leonard McBrvde III. E.I.
Company Affiliation: Hobbs, Upchurch & Associates, P.A.
Mailing Address: P.O. Box 1737
300 S.W. Broad Street
Southern Pines NC 28388
Telephone Number: 910-692-5616 Fax Number: 910-692-7342
E-mail Address: lmcbrydeghobbsupchurch.com
Page 5 of 12
III. Project Information
3
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: Town of Stem Sanitary Sewer
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
Property Identification Number (Tax PIN): NA
4. Location
County: Granville Nearest Town: Stem
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers, landmarks, etc.): The first site is located where Old
Hwy. 75 (SR 1004) and Ledge Creek intersects in the south part of Town. The second site is
located off of Tally Ho Road (SR 1132) in the north part of Town.
5. Site coordinates, if available (Lat/Long): Site #1: 036° 11' 43.62" N, 078° 43' 46.18" W;
Site #2: 036° 12' 14.62" N, 078° 43' 6.24" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): NA
7. Nearest body of water (stream/river/sound/ocean/lake): Ledge and Holman Creek
8. River Basin: Neuse River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htip://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The sites are wooded residential land.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: The project
will consist of installing sanitary sewer throughout the Town of Stem. The site specified for
this application will include sewer mains, manholes, and pump stations.
11. Explain the purpose of the proposed work: The project will consist of installing sanitary
sewer throughout the Town of Stem.
IV. Prior Project History
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.
The NCDENR Fast Track Permit and the NCDOT Encroachment Agreement have been
approved and are attached. The NCDENR Erosion and Sedimentation Control Permit is
contingent on approval of this application
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.
NA
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
1. Provide a written description of the proposed impacts: There will be no stream crossings in
this project. All impacts will be land disturbance paralleling streams.
Page 7 of 12
2. Individually list wetland impacts below: NA
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at b.9p://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0
Total area of wetland impact proposed: 0
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
(linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif )
1 Excavation/Ditching 1,000 Ledge Creek 20 feet Perennial
2 Excavation/Ditching 200 Holman Creek 10 feet Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mEquest.com, etc.).
?? 0
Cumulative impacts (linear distance in feet) to all streams on site: 1,200
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: NA
Page 8 of 12
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation: NA
If construction of a pond is proposed, associated wetland and stream impacts should be
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,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
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
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.
Impacts to the streams will be avoided by erosion and sedimentation control measures such as
silt fence and sedimentation basins. There will be no stream crossings and there are no wetlands
that will be disturbed. The land is sparsely wooded with pines and oaks. It will be fairly easy to
contain all erosion and sedimentation on the sites and not impact the streams.
VIII. Mitigation
DWQ - 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
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 March 9, 2000, mitigation will be required when
Page 9 of 12
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 NCWRP 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
htip://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
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.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wM/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Page 10 of 12
Does the project involve an expenditure of public (federal/state) funds or the use of public
X.
(federal/state) and?
Yes No
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] review current thresholds for environmental documentation.
Yes ? No
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
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
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 0 3 0
2 6,000 1.5 9,000
Total 9,000
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Riparian Buffer Restoration / Enhancement
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
The impervious areas will be the manhole rims and pump station rims. The impervious acreage
is 0.004 acres compared to a total acreage of 22 for the project. The storm water will be
controlled by erosion control measures such as silt fence and sedimentation basins.
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.
The Town of Stem wastewater will be forced to the Town of Butner's Wastewater Treatment
facility where it will be treated.
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. 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).
3//7/OY
ApplicanthWnt's Signature J Date
(Agent's signatures s valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
SEP 08 193 20:42 T0: 910 692 7342 P01
March 16,2004
Mr. Leonard McBride, of Hobbe.Upchurch,Engineers, is authorized
to sign The preconstruction Notification Application,f or the
Town of STEM,N.C.
Sin lIT ---,
ack Dad
Mayor, Stem,N.
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Name: STEM Location: 036° 11' 50.1 N 078° 43'25.8" W
Date: 311612004
Scale: l inch equals 1000 feet
Copyright (C) 1997,
PHASE 1
PUMP STATION #2
PUMP STATION #4
PUMP STATION #5
LINE S-1 THROUGH S-14
LINE FM-1 THROUGH FM-5
PUMP STATION #1 - SHEET NO. 4 - CONTRACT 2
PUMP STATION #3 - SHEET NO. 10 - CONTRACT 2
LINE S-15 - SHEET NO. 22 & 23 - CONTRACT 1
LINE S-16 - SHEET NO. 24 - CONTRACT 1
sous e.?.?..... r.
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INE S-1
?. Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
SOUTHERN PINES, NC - MYRTLE BEACH, SC
NAGS HEAD, NC - RALEIGH, NC - CHARLOTTE, NC
300 S.W. Broad Street, Southern Pines, North Carolina 28387
Phone: [phone] - Fax: [phone]
LAYUU I MAT'
N.T.S.
ArFgo Michael F. Easley, Governor
?p G William G. Ross Jr., Secretary
7r North Carolina Department of Environment and Natural Resources
U Alan W. Klimek, P.E., Director
Division of Water Quality
April 8, 2003
The Honorable Jack Day, Mayor
Town of Stem
PO Box 182
Stem, NC 27581
APR 16 2003
Dear Mayor Day:
Subject: Permit No. WQ0022314
Town of Stem
Town of Stem Sewer System
Wastewater Collection System Extension
Granville County
In accordance with your application received January 22, 2003, we are forwarding herewith
Permit No. W00022314, dated April 8, 2003, to the Town of Stem for the construction and operation of
the subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded and shall be subject to the conditions and limitations as specified therein. This
cover letter shall be considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system-wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina-licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as-constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina-licensed Professional Engineer to the licensing board.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Stem for the construction and operation of approximately 18,000 linear feet of 8-
inch gravity sewer; one 25-gallon per minute pump station, three 80-gallon per minute pump stations,
and a 320-gallon per minute pump station, each with duplex pumps, on-site audible and visual high
water alarms, permanent generators with automatic transfer switches, telemetry and portable hoists; as
well as approximately 550 linear feet of 2-inch force main, 5,750 linear feet of 4-inch force main, and
20,700 linear feet of 6-inch force main to serve 107 three-bedroom residences, two 150-seat churches,
two 2-bathroom gas stations, a 25-seat restaurant, 5 three-employee offices and seven 1,000 square
Non-Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
DENR Customer Service Center
An Equal Opportunity Action Employer
Internet http://h2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post-consumer paper
foot st6res as part of the Town of Stem Sewer System project, and the discharge of 42,635_ gallons per
day of collected domestic wastewater into the Town of Butner's existing sewerage system, pursuant to
the application received January 22, 2003 and in conformity with 15A NCAC 2H .0200; the Division's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted
June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Town of Butner
Wastewater Treatment Facility (Permit No. N00026824) prior to being discharged into the receiving
stream.
This permit shall become voidable unless the agreement between the Town of Stem and the
Town of Butner for the collection and final treatment of wastewater is in full force and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Marie Doklovic at
[phone] extension 371.
Sincerely,
MDVJ("?_?
for Alan W. Klimek, P. E.
cc: Granville County Health Department
Raleigh Regional Office, Water Quality Section (WWTF Permit-No. N00026824)
Hobbs, Upchurch, & Associates, PA
Town of Butner (205C West E Street, Butner, NC 27509)
Central Files
NDPU Files
t
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system-wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227: If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any'contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 and shall be actively
maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High-priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.11C.
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.

5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina-licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings", and one copy of the supporting design calculations to the Non-Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater .collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast-Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform, satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to the Raleigh Regional Office, telephone number (919)
571-4700, as soon as possible, but in no case more than 24 hours or on the next working day,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
Permit issued this the eighth day of April 2003
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number W00022314
3

Permit No. WQ0022314
April 8, 2003
ENGINEER'S CERTIFICATION
Partial Final
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project,
Project Name
Location and County
for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting materials.
North Carolina Professional Engineer's seal, signature, and date:
The above Engineer's Certification shall be completed and submitted to the address below with one
copy of the "Construction Record Drawings' of the wastewater collection system extension as well as
supporting design calculations for any pump stations permitted as part of this project. This project shall
not be considered complete nor allowed to operate until this Engineer's Certification and all required
supporting documentation have been received by the Division. Any wastewater flow made tributary to
the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
.NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON-DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
4
T
00-- STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT
GOVERNOR SECRETARY
815 Stadium Drive
Durham, North Carolina 27704-2713
Telephone [phone]
Fax [phone]
10/21/03
COUNTY: Granville
Town of Stem
PO Box 188
Stem, NC 27581
Subject: Encroachment Contract - Town of Stem
SR 1004, SR 1103, SR 1132, & SR 1127
ENC#: E52-37-03-059
Gentlemen:
Attached for your files is a copy of the Right of Way Encroachment Contract which has
been properly executed. This contract covers the following: Sewer System
This encroachment is approved subject to the applicable Special Provisions which are
attached to and made a part of the Encroachment Contract.
Please refer to Encroachment Contract E52-37-03-059 in all future correspondance with
this office about this project.
Sincerely,
J. G. Nance, P. E.
Division Engineer
cc: John B. Williamson, Jr.
District Engineer
L,,k'6'unty Maintenance Engineer
E52-37-03-059
Encroachment Special Provisions
1 The encroaching party shall comply with all applicable federal, state, and local
environmental regulations, and shall obtain all necessary federal, state and local
environmental permits, including but not limited to, those related to sediment
control, stormwater, wetland, streams, endangered species, and historical sites.
2 Note red-lined revisions on the approved plans.
3 NCDOT is not a member of the NC One Call Center and the drainage facilities
will not be located by a utility locating company. The Encroacher is responsible
for locating any drainage pipe and drainage structures to insure these facilities are
not damaged.
4 Owner/Agent shall have site inspected and approved by the County Maintenance
Engineer/ District Office prior to seeding. Failure to do so will jeopardize the
acceptance of this project.
5 Lane closures shall be restricted to between 9:00 am and 4:00 pm. NCDOT
reserves the right to further limit, restrict, or suspend operations within the right
of way if, in the opinion of NCDOT, safety or traffic conditions warrant such
action.
6. Roger Elliott, Granville County Inspector, at [phone], shall be notified 48
hours prior to beginning work.
7 It shall be the responsibility of the Encroacher to determine the location of
utilities within the encroachment area. The encroacher shall be responsible for
notifying other utility owners and providing protection and safeguards to prevent
damage or interruption to existing facilities and maintain accessibility to existing
utilities.
8 The encroaching party is to give notice to the municipality within which they are
working prior to beginning work.
9 A. B. Whitley, IV, P.E., 815 Stadium Drive, Durham, NC 27704-2713, will be
notified in writing 5 (five) days prior to beginning work.
E52-37-03-059 Page 2 of 5
10 A $100,000.00 Performance and Indemnity Bond shall be executed and posted
with the Division of Highways. The Division of Highways reserves the right to
retain this bond until one calendar year after the satisfactory completion of work.
A copy of this bond will be present at the construction site at all times during
construction. The Division of Highways reserves the right to stop all work
unless evidence of approval can be shown. After one year from the completion
of the construction, and upon written request, a final investigation will be
conducted by NCDOT personnel. If found satisfactory, the bond will be released.
11 Utility is to have a minimum cover of 36 inches.
12 The proposed utility shall be placed a minimum of 5' from the edge of pavement.
The proposed utility shall not be placed in the ditchline.
13 The utility trench backfill material is to be placed at a maximum 6" loose layer
and each layer thoroughly compacted.
14 Nearest edge of cut should be offset from edge of pavement to allow for a 1:1
side slope between pipe and edge of pavement or a 1:1 side slope between top of
trench shoring and edge of pavement.
15 Precast concrete manholes shall be of the type as previously approved by the
NCDOT Division of Highways for use within highways right of ways.
16 Manholes, hnholes or valves shall not be placed in the centerline of the ditch.
17 Manhole rings and covers shall be of the "traffic bearing" type.
18 All valves and meters installed within NCDOT right of way shall be of the
"traffic bearing" type.
19 Fire hydrants shall be of the .break-away type and shall be placed a minimum
distance of 6 feet back of curb and gutter sections and back of ditch in roadway
sections. Where there is no ditch, the hydrant shall be placed as far as possible
from the pavement edge within the right-of-way outer limits.
20 Installation of pipelines under the roadway shall be made utilizing the following
methods: driving, boring, directional bore, or bore and jack. Boring pit shall not
be left open or unsafe overnight.
21 Encasements shall extend from ditch line to ditch line in cut sections and 5 ft.
beyond the toe of slopes in fill sections, and 3 ft. beyond curb sections.
22 Bored and jacked steel casing will be required under the roadway as shown on
plan.
E52-37-03-059 Page 3 of 5
23 All work shall be done in accordance with the Division of Highways Policies and
Procedures for Accommodating Utilities on Highway Rights of Way.
24 A Preconstruction Conference shall be held prior to beginning work. Contact
Roger Elliot at 919-693-8164 to schedule this meeting.
25 Excavated material shall not be placed on the roadway at anytime.
26 It is the responsibility of the owner/agent to secure any construction easements
(temporary or permanent) from property owners affected by the construction
limits.
27 All driveways shall be repaired with like materials immediately following the
utility installation.
28 All property owners within the project limits shall be notified in writing prior to
construction.
29 Seeding and mulching shall be performed in accordance with section 1660 of The
North Carolina Department of Transportation Standard Specifications for Roads
and Structures. Application rates per acre shall be as follows:
Dolomitic Limestone --------------------4000 lbs.
Fertilizer 10-20- 20---------------------- 500 lbs.
Pensacola Bahiagrass---------------------- 50 lbs.
Ky 31 Tall Fescue------------------------- 501bs.
Centipede--------------------------------- 501bs.
30 Materials and workmanship shall conform to the NC Department of
Transportation's Standards and Specifications manuals.
31 Encroacher shall be responsible for positive flow of the ditch line.
32 Encroacher shall reconstruct the shoulders to match the existing cross section.
The contractor is responsible for obtaining any equipment necessary to comply
with this requirement.
E52-37-03-059 Page 4 of 5
Encroachment Standard Provisions
Written notification of the completion of the encroachment will be given to A. B.
Whitley, IV, P.E., District Engineer, Division of Highways, 815 Stadium Drive,
Durham, NC 27704.
2 A copy of the permit and an approved plan(s) stamped by NCDOT will be on the
site and available for inspection by DOT personnel while construction is in
progress.
3 The Department of Transportation does not guarantee the right of way on this
road, nor will it be responsible for any claim for damages brought by any
property owner by reason of the installation.
4 If there are any existing traffic signals, signal equipment, or NCDOT signs in the
area of proposed work, you shall contact Greg Godwin at [phone], in
Durham, prior to beginning any work on State right of way. Cost to repair,
relocate, or any damage to NCDOT signs, signals, or associated equipment shall
be the responsibility of the Encroacher.
5 The traveling public will be warned of the construction with signing that is in
accordance with the latest manual on Uniform Traffic Control Devices. Further,
for construction involving lane closures, either Part VI of the MUTCD or an
approved traffic control plan must accompany this agreement.
6 Two-way traffic shall be maintained at all times.
7 All materials and construction shall meet NCDOT Standards and Specifications.
8 At the end of each working day, equipment shall be parked a minimum of 20 feet
from the edge of any travel lane.
9 Any drainage structure disturbed or damaged shall be replaced to its original
condition at the discretion of the District Engineer.
10 All erosion control devices and measures shall be constructed, installed,
maintained, and removed by the Encroacher in accordance with all applicable
Federal, State, and Local laws, regulations, ordinances, and policies. All earth
areas shall be regarded and seeded in accordance with NCDOT Standards and
Specifications.
11 All earth areas disturbed shall be regraded and reseeded in accordance with
Division of Highways Standards and Specifications.
E52-37-03-059 Page 5 of 5
A Complete items 1, 2, and 3. Also complete. A. Sig .'furs
item 4 If Restricted Delivery is desired. X
¦ Print your name and address on the reverse
so that we can return the card to you. B. Received by
¦ Attach this card to the back of the mallpiece,
or on the front if space permits.
1. Article Addressed to
! i
Q I D. Is delivery
If YES, e
Agent
_ Addresse
d Name) C. Date of Deliver.
,_ --- --- - ----- --- V 3: .
Town of Stem
from item 1? ? Yes
ms below: ? No
h
Post Office Box 88 3 Service
Stem, NC 27581er41 ed Mail
DWQ# 04-416 - Granville j ? .Registered o,m Receipt for Merchandisf
-J ? Insured Mail ? C.O.D. t
4. Restricted Delivery? (Extra Fee) ? yes
2. Article Number _ - - -- - -_ I
ffimndteryt d!n s"?af ?002 2 410 0003 0275 4711-
PS,Form 3811, August 2001 Domestic Return Receipt 102595-r
NITED STATES. POSTAL SERVICE First-Class Mail
Postage A Fees Paid
USPS
Permit.No. G-10: .
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
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TOWN
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SEWER SYSTEM
SANITARY
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CONTRACT II
COUNTY, NORTH
MAR 1 8 2004
H
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i
Mayor
Commissioner
Commissioner
Commissioner
Commissioner
Commissioner
Clerk
Attorney
CAROLINA
COMMISSIONERS
- Jack Day
- Al Brinkley
- Ethel 0. Blalock
- Robert Oliver
- Joseph W. Gooch
- Lonnie Cole
- Carolyn Fuller
- James E. Cross Jr.
? HOBBS, UPCHURCH & ASSOCIATES, P.A.
CONSULTING ENGINEERS, SURVEYORS & LAND PLANNERS
SOUTHERN PINES, NORTH CAROLINA 28387

LEGEND
PROPOSED SANITARY SEWER MAIN o
? PROPOSED MANHOLE z
?---- PROPOSED SERVICE LINE ? z
- - - - - - PROPOSED SEWER EDRCE MAIN ?
? a
?? PROPOSED DOUBLE CHECK VALVE
OLD HWY. 75 PROPOSED AIR RELEASE VALVE w
PUMP STATION (?4)
p.p PROPOSED PUMP STATION & VAULT
i
?Z
? I
9r ?? a
TALLY HO ROAD
PUMP STATION (?3)
G?
Q r`
a
Z N J1
O O1
? r' ? =?
s ?Z , o N
? •?
SCHOOL STREET = ? ? m ?` o ?_
PUMP STATION (/5) = Q,a v m ?v
o'?f U I a 4
?{ ?? a
?` ? ,? a ?
I ? ?o
?m
? ? ? my
' ti ? FRANKLIN SIREEf ? ? t
a
?? PUMP STATION (?2) = o
a
----
/ ?
N
9 Q
-- i ? Z
LEDGE CREEK ?? ' w o
PUMP STAl10N 1 ? 5?' j N a
?? z a
NW ? ?
?? z
ON z j
Z o O
30? " g
?Q w
J_
Z 1
Q Z
K
LAYOUT MAP
N.T.s.
?EE?
AUGUST, 2003
oESicNEO:
M
DRnWe:
GER
CHECKED
MCW
SCALE:
AS SHOWN
SHEE? N0
2
or: 23
GENERAL NOTES:
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO., TELEPHONE CO.,
AND THE WATER DEPARTMENT FOR THE EXACT LOCATION OF ALL UNDERGROUND
MAINS, CABLES, OR LINES BEFORE CONSTRUCTION BEGINS.
2.) PIPE SEPARATION -THE FOLLOWING MINIMUM PIPE SEPARATION WILL BE
MAINTAINED: 12 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF SANITARY
SEWER AND STORM SEWERS, 18 INCHES VERTICAL SEPARATION BETWEEN
CROSSING OF SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND
10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER (INCLUDING FORCE
MAINS) AND WATER MAINS. IF THESE SEPARATIONS CANNOT BE MAINTAINED,
DUCTILE IRON PIPE SHALL USED 10 FEET EITHER SIDE OF CROSSING AND ALONG
ENTIRE LENGTH OF UNE LESS THAN 10 HORIZONTAL FEET FROM WATER MAINS.
THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE ENGINEER IN THE FIELD
BEFORE PAYMENT WILL BE MADE AT DUCTILE IRON PRICES.
3.) CONTRACTOR SHALL CLEAR & GRUB ALL TREES, SHRUBS, WOOOLINE AND OTHER
VEGETATION AS NECESSARY. CLEARING LIMITS SHALL BE TO D.D.T. RIGHT-OF-
WAYS AND/OR ACQUIRED EASEMENTS.
4.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL
EXISTING WATER SERVICE CONNECTIONS DURING CONSTRUCTION. ANY DAMAGE
WHICH OCCURS AS A RESULT OF SEWER CONSTRUCTION SHALL BE REPAIRED
AT NO ADDITIONAL COST TO THE OWNER, IN THE EVENT OF A TEMPORARY
SERVICE INTERRUPTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
OWNER AND BEGIN REPAIRS.
5.) ALL WORK PERFORMED WITHIN NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
RIGHTS-OF-WAY SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE NCDOT
CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL
OR TO THE MANUAL OR UNIFORM TRAFFIC CONTROL DEVICES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR PERFORMING THE WORK AND ADHERING TO THE
RIGHT-OF-WAY ENCROACHMENT CONTRACT SPECIAL PROVISIONS.
6. THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT IN A WORKMANLIKE MANNER.
THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF THE
EXISTING ASPHALT. FOLLOWING THE INSTALLATION OF THE SEWER LINE AND
ACCEPTABLE COMPACTION OF BACKFILL, THE CONTRACTOR SHALL INSTALL
6-INCHES OF COMPACTED AGGREGATE BASE WITHIN THE TRENCHES AND SEWER
LATERALS IN THE EXISTING STREET. THE CONTRACTOR SHALL INCLUDE THE COST
COST OF SAWCUTTING, REMOVING AND DISPOSING OF EXISTING ASPHALT IN THE
UNIT PRICE OF ASPHALT REPLACEMENT IN THE SCHEDULE OF BID ITEMS.
PAVING SHALL OCCUR WITHIN 5 DAYS OF THE INSTALLATION, BUT NOT UNTIL
UNTIL THE SUBGRADE HAS BEEN PROPERLY BACKFILLED AND COMPACTED.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE OWNER TO
ACCURATELY DETERMINE THE LOCATION OF EXISTING WATER MAINS AND SEWER
LINES WITHIN THE PROJECT AREA. THE CONTRACTOR SHALL TAKE ADDITIONAL
CAUTION IN EXCAVATING AROUND THE SERVICE LINES AND MAINS WHILE WORKING
WITHIN THIS PROJECT. ANY DAMAGE TO THE MAINS OR SERVICE LINES SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR.
INDEX OF SHEETS
SHEET N0. STATIONS AND LINE NUMBERS
1 COVER SHEET
2 LAYOUT MAP
3 SHEET INDEX AND NOTES
4 LEDGE CREEK PUMP STATION SITE PLAN
5 EDGE CREEK PUMP STATION DETAILS
6 LEDGE CREEK PUMP STATION ELECTRICAL DETAILS
7 FRANKLIN ST. PUMP STATION SITE PLAN
8 FRANKLIN ST. PUMP STATION DETAILS
9 FRANKLIN ST. PUMP STATION ELECTRICAL DETAILS
10 TALLY HO ROAD PUMP STATION SITE PLAN
11 TALLY HO ROAD PUMP STATION DETAILS
12 TALLY HO ROAD PUMP STATION ELECTRICAL DETAILS
13 OLD HWY. 75 PUMP STATION SITE PLAN
14 OLD HWY. 75 PUMP STATION DETAILS
15 OLD HWY. 75 PUMP STATION ELECTRICAL DETAILS
16 SCHOOL ST. PUMP STATION SITE PLAN
17 SCHOOL ST. PUMP STATION DETAILS
1 SCHOOL ST. PUMP STATION ELECTRICAL DETAILS
LEDGE CREEK PUMP STATION MAG METER MANHOLE DETAILS
20 MISCELLANEOUS DETAILS
21 MISCELLANEOUS DETAILS
22 MISCELLANEOUS DETAILS
EROSION CONTROL DETAILS
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6. THE CONTRACTOR SHALL REMOVE AND REPLACE EXISTING CULVERTS AND DRAINAGE
STRUCTURES AS NECESSARY DURING THE CONSTRUCTION OF THE SEWER LINES.
ANY DAMAGED CULVERTS SHALL BE REPLACED BY THE CONTRACTOR AT NO ? ? W
ADDITIONAL COST TO THE OWNER. SPECIAL CIRCUMSTANCES (LE. UNREINFORCED N a ?
CONCRETE PIPE) SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER

IMMEDIATELY IN ORDER TO RECEIVE ANY NECESSARY REIMBURSEMENT. ?} ?
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9. THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS INDICATING THE ACTUAL
(? W o
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AS-BUILT CONDITION DF THE PROJECT AT COMPLETION. AS-GUILTS WILL BE W
FURNISHED AT OR PRIOR TO FINAL INSPECTION 8Y THE ENGINEER. MARK-UP O? ? X
COPIES OF THE DRAWINGS INDICATING ALL DIMENSIONS AND ELEVATIONS ARE
ZN ?
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ACCEPTABLE AS AS-BUILT DRAWINGS. ?
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10. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF ~H ? tj
ANY POWER POLES OR OTHER EXISTING UTILITIES WITH THE ELECTRICAL AND/OR Z > W
TELEPHONE COMPANY PRIOR TO BEGINNING CONSTRUCTION. ? ? ?

11. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT
IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TD THE OWNER. CONTRACTOR
SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN THAT
WHAT IS NOTEO ON DRAWINGS.
?nr?
AUGUST, 2003
o?s?nNea-
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AS SHOWN
vo
23
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STA 0+31 FM-1
PROPOSED 8" 45' BEND
PROPOSED MAG METER VAULT WITH ?,?'? I ?' J
CONTROL PANEL, STA 0+40 FM-1
SEE SHEET 19 OF 23 FOR DETAILS `°•. ??
??
PROPOSED MAG METER ? J
MANHOLE CONTROL PANEL --•_,__.---PRO OSED 64 F•fi " RQP L
- - "-' ?°-.__ IN?RT.IN.?41?00' 1NVE 0
PROPOSED 8" ?? VALVE AND ----- ?,.?
°' VALVE BOX, STA-0.+50 FM-T`??. ? ? /
?""""` ?"'"'-?-----_.y '?-?-. PROPERTY LINES / /' / /
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5-15
PROPOSED B" PVC GRAV ' ,'
SEWER -MAIN (LINE 5-16)
PROPOSED 8" PVC FORCE MAIN (FM-1
60'
-OF

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f / / ? J ? ?.,r"?r" /
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5-16
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???wtk• ? , ? ?
?P' '? SOLF B RCP CULVERT
?',Y INVE IN 401.50' INVERT OUT 401.00' '-^? ?,
r
FM-1
` ?` /
I? "+ ;`?? 6" D.LP. PROPOSED EMERGENCY PUMP CONNECTION
I? ? SEE SHEET 20 OF 23 FOR DETAILS
r ,'
?- PROPOSED CHAIN-LINK FENCE
PROPOSED JIB CRANE
SEE SHEE7 20 OF 23 FOR DETAILS
PROPOSED PUMP STATION WET WELL
SEE SHEET 5 OF 23 FOR DETAILS
PUMP STATION #1 SITE PLAN
s?a?E. x•_20•-a..
B" D.I.P.
SANITARY SEWER MANHOLE N0. 93 (4' DIA.)
INVERT IN-393.30' INVERT OUT-393.20'
?csae7-
O
PROPOSED RIPRAP SWALE
18"X6" REDUCER, STA 0+10 FM-1
/? END 6" D.LP. BEGIN 8" PVC PIPE
PROPOSED 6' PEDESTRIAN GATE
(PROPOSED POWER POLE
/ WITH AREA LIGHT
' FEE .TAO ?'I ?.I
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....
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.... ... ,.r ?
CONTRACT I o 0
1) INSTALL MANHOLE #93. o m N
N •- O
I 2) INSTALL SEWER MAIN FROM MANHOLE ? a `?
I #93 TO OLD HWY. 75 AND EASEMENT. ?' ? `" w
325LF 2" P.E. ? a d ?
SERVICE W/ METER 3) INSTALL FORCE MAIN FROM GATE ? w
1 ?
VALVE (STA 0+50 FM-i) TO OLD HWY. 75 ° o 0
? 1 AND ALONG OLD HWY. 75 TO BUTNER. ? o
E ] a
4) RESPONSIBLE FOR TESTING ALL
B"X1 i/2" TAPPING MATERIAL INSTALLED.
SADDLE
I n.
? I CONTRACT II
4 1) INSTALL WET WELL AND VALVE VAULT
t =
MANHOLE j?10B 2 INST
LINE S-16 ) ALL SEWER MAIN FROM WET
I WELL TO MH #93, STA 0+20.72 S-15,
I STA 0+00.00 5-16
? 3) INSTALL FORCE MAIN FROM VALVE
i EXISTNG 6" VAULT TO 8" GATE VALVE, INCLUDING Q °?
I I PVC WATER MAIN METERING VAULT, STA 0+40 FM-1 a ? ,?
( I ? 2 ?a
4) RESPONSIBLE FOR TESTING ALL +.? ? °
MATERIAL INSTALLED. ? ?i ' "
O(;+s" o°
I I Hm ? Z?
1-B" AIR RELEASE VALVE ? v
I SEE SHEET CONTRACT I Q ? I d LL
°?W?11 ?i
NOT : ? c ?? 5 .a
I 1,) CONTRACTOR SHALL CUT AND CLEAR ALL TREES, SHRUBS, = c a?
WOODLINE AND OTHER VEGETATION AS NECESSARY. CLEARING v S v
I LIMITS SHALL BE TO D.O.T. RIGHT-OF-WAYS AND/OR 4 ? ? o
ACQUIRED EASEMENTS. ? m
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2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION y? m ?;
AND BENCHMARK. "p 3 r
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0
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LEGEND ?
PROPOSED GRAVITY SEWER MAIN

- - - - - - - - PROPOSED SEWER FORCE MAIN
g

PROPOSED GRAVITY SEWER MANHOLE
z a

PROPOSED SEWER PUMP STATION WET WELL
®
J
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F
?
(FOR DETAILS, SEE SHEET 5 OF 23) V) v
Z
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? PROPOSED SEWER PUMP STATION VALVE VAULT W (n ? H
(FOR DETAILS, SEE SHEET 5 OF 23) F- ? ° Q
z
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© PROPOSED EMERGENCY PUMP CONNECTION WO ? z C>

(FOR DETAILS, SEE SHEEP 20 OF 23)
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cENEaATaR PROPOSED STAND-BY GENERATOR
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PROPOSED CONTROL PANEL RACK
Q ? W
FOR DETAILS, SEE SHEET 6 OF 23
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PROPOSED AREA LIGHTING
(FOR DETAILS, SEE SHEET 6 OF 23) ?
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- -` ??" `""? EXISTING CONTOURS J
PROPOSED CONTOURS wrc:
AUGUST, 2003

® EXISTING IRON ROD (E.LR.) ossicHSO:
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• NEW IRON ROD (N.LR.) oR,wN:
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------------ CLEARING LIMITS CHECNm:
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PROPERTY LINE sc+x:
AS SHOWN

???? EXISTING TREE LINE sH¢r Na.
4
TEMPORARY SEDIMENT TRAP
av: 23
8'-0" INSIDE DIA.
CONCRETE WET WELL
(8.5" THK. WALL)
3-3" CONDUIT TO
CONTROL PANEL
I
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INTERIOR ALUMINUM FLOAT
CAST-IN NON-RADIAL OPENINGS WJFLEX
CGNNECTORS FOR DISCHARGE PIPES
5'-11"
? 2'-3"
L_
-3/4" THREADED RODS
NC ORED TO PIPE FLANGES
8'-0"
10'-0" i
8" DIA. D.I. 2" 45' BEND J
INFLUENT PIPE 2" GLOBE SURGEI i
¢ RELIEF VALVE f
2" GATE VALVE I /
W/ HAND WHEEL F"
PUMP STATION
LOWER PLAN VIEW
6" WET WELL VENT CLOSE RETURN BEND N.T.S.
OR SHORT RADIUS 90' FLANGED BENDS
6" D.I. PIPE N
i4.D0 MSL CAST IN TOP SLAB
3-3" CONDUIT
TO CONTROL PANEL
(NOT IN TRUE
SECTION)
8'-0" x 10'-D" (I.D. PRECAST
CONCRETE VAULT W/ "PVC DRAIN
W/FLAP VALVE IN WET WELL
2 LIDUID FLUID
GAUGES (IYP. OF 3)
s' couPUNC (TYP.)
.' , , /,
?.i r.i - -? -- - r .:
D.I. 90' BAND e?
CONCRETE PIPE SUPPORT
W/ STEEL HOLD DOWN STRAP (TYP.)
6"
I 6" 90' BEND
- 6'k6" FLANGED TEE
6' D.I.P. FORCEMAIN
6"X6" FLANGED TEE
B"X6' FLANGED REDUCER ?'
N
LB• D.LP. FORCEMAIN
A 6" 90' BEND
W/?OCKING HATCHM?BILCO ORREQUAL)
6" PLUG GATE VALVE
(TYPICAL OF 2)
6" SWING CHECK VALVE
(IYPiCAL OF 2)
6" COUPLING
(TYPICAL OF 2)
8

6" WET WELL VENT
CLOSE RETURN BEND OR
SHORT RADIUS 90' FLANGED BENDS
W/?OCKING HAT?H (BILCO OR EQUAL) DOOR
2 -0" X 2'-0" ALUMINUM DOOR
W/ LOCKING HATCH (BILCO OR EQUAL)
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3-0" X 5'-0' DOUG LEAF ALUMINUM DOOR
W/ LOCKING HATCH BILCO OR EQUAL)
2 -0" X 2'-0" ALUM NUM DOOR
W/ LOCKING HATCH ?BILCO OR EQUAL)
6" SWING CHECK VALVE
(TYPICAL OF 2)
6" PLUG VALVE
(TYPICAL OF 2) J
m
I (CAST IN PLACE
POLYPROPYLENE
COVERED STEPS
0
i?
GROUT BOTTOM OF
VAULT TO DRAIN
CAST IN PLACE 3" D.LP. VAULT DRAIN
PDLYPROPELYNE PIPE W/ FLAP VALVE 12" COMPACTED
COVERED STEPS STONE BEDDING
,:
CONCRETE PIPE SUPPORTS W/
STEEL HOLD DOWN STRAPS (TYP.)
0
0
m
8" DIA. D.I.P. 6" D.I. PIPE
INFLUENT PIPE
INV. IN
ELEV. 393.02' MSL STAINLESS STEEL WALL BRACKET FOR
DISCHARGE PIPE SUPPORT. MOUNT AS
HIGH WATER ALARM PER MANUFACTURERS SPECIFICATIONS
ELEV. 391.00' MSL (MIN. OF 3 REQUIRED)
2" STAINLESS STEEL PIPE FOR
LAG PUMP "ON' LIFT OUT RAIL ASSEMBLY
ELEV. 390.50 MS 8'-0" INSIDE DIA.
LEAD PUMP "ON" CONCRETE WET WELL
ELEV. 390.00' MSL 2-SUBMERSIBLE NON-CLOG
SEWAGE PUMPS
LEAD PUMP "OFF"
ELEV. 387.00' MSL 6"X4" REDUCING 90' BEND
LOW LEVEL ALARM PUMP BASES SHALL BE FASTENED TO THE CONCRETE WEi WELL
ELEV. 386.50 MSL INVERT BY NO LESS THAN FOUR 3/4" STAINLESS STEEL BOLTS.
GROUT FILLET THE BOLTS SHALL BE THREADED INTO CONCRETE ANCHOR INSERTS,
WHICH HAVE BEEN CAST INTO THE INVERT OR THREADED IN A
CAPSULE ANCHOR BY MOLLY, HILTI OR EQUAL. THE BOLT SHALL
WET WELL INVERT HAVE A PULLOUT STRENGTH OF NO LESS THAN 5000 LBS AND
IELEV. 385.OD' MSL SHALL BE SUITABLE FOR VIBRATING EQUIPMENT.
NI ., ? 411,OX9o
PUMP STATION
SECTION VIEW "A-A"
N.T.S.
COMPACTED
NE BEDDING
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?2'-6" 3'-0"
1'-7 1/2" ? -
W/LOCKING HA?CH (BILCO OR EQUAL) DOOR
PUMP STATION
UPPER PLAN VIEW
N.T.S.

L
m PUMP STATION DESIGN CRITER?A

PUMP STATION DESIGN FLOW 320 GPM
PUMP CAPACITY 320 GPM
TOTAL DYNAMIC HEAD 140.00 FT
FORCE MAIN SIZE 8" PVC
FORCE MAIN LENGTH 22,000 FT
FORCE MAIN HIGH POINT 483.26 FT
VELOCTIY AT PUMPING RATE 2.04 FPS
PUMP OFF TIME 24.11 MIN.
PUMP ON TIME 4.13 MIN.
MINIMUM EFFICIENCY 52R
MAXIMUM HORSE POWER 50 HP
MAXIMUM RPM'S 1780 RPM
ELECTRICAL SERVICE 3 PHASE
VOLTS 460V
NOTES;
1.) CONTRACTOR SHALL APPLY TWO COATS BITUMASTIC
COAL TAR EPOXY PAINT TO ALL D.I.P. PIPING, VALVES
HANDWHEELS, WET WELL WALLS AND VALVE VAULT.
2.) ALL ELECTRICAL WIRING SHALL BE DONE IN ACCORDANCE
WITH THE PLANS AND THE SPECIFICATION PROVIDED IN
THE CONTRACT DOCUMENTS.
3.) CONTRACTOR SHALL VERIfY LOCATION AND COMPOSITION
OF ALUMINUM ACCESS DOORS WITH THE ENGINEER
PRIOR TO FABRICATION.
TOP MOUNTED
HAND HOLD

B'-0"X10'-0" (I.D.)
CONCRETE VAULT
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UNISTRUT POST P1001 (TYP.)
AS REQUIRED CONNECTED BY STAINLESS STEEL
NUTS AND BOLTS PANEL SHALL INCLUDE AUTO-DIALER WITH BACKUP POWER SUPPLY
4' IN CASE OF MAIN POWER FAILURE. PANEL SHALL BE EQUIPPED
FOR QUICK TELEPHONE CABLE HOOKUP. CONTROL MANUFACTURE SHALL
VERIFY PRIOR TD FABRICATION ALL EQUIPMENT MANUFACTURES
TO BE INSTALLED.
6" MIN. (TYP.)
1/8" ALUMINUM TES TYPE III
MEDIUM LIGHT
4" GALVANIZED DISTRIBUTION
MAIN PIPE (TYP.)
BOX ,
MAIN AUTO. 120 V AREA
SERVICE TRANS. LIGHT 150 WATT
DISC. SWITCH
4#4;1#6G-2"C
STAINLESS STEEL 4?4G;1?6G-2"C
..,,,_
U-BOLT & WASHER
W/ NEOPRENE GASKET
1'-s° MAIN Auro.
?'? MAIN
TRANS. SERVICE
WP,GF RECEPTACLE BOX SWITCH DISC.
FlNISHED GRADE
- 1 4G. 1 4G.
I
i?
liI i 3/4"x10' GROUND ROD _ 2#10-3/4"C
L I- -
4 4 2°C
I
2?j10-3/4"C FOR METER VAULT POWER 3 4"x10' GROUND ROD
2" CONDUIT FOR POWER 3/4" CONDUIT FOR AREA LIGHT _ / 1#4G.
3/4' CONDUIT FOR GROUND 3/4" CONDUIT FOR METER VAULT POWER
2" CONDUIT FOR GENERATOR POWER 3/4" CONDUIT FOR GROUND ENGINE HEATER CONTROLS POWER 3/4"x10' GROUND ROD
3/4" CONDUIT FOR GENERATOR CONTROLS =
3/4" CONDUIT FOR GENERATOR ENGINE HEATER CONTROLS BATTERY CHARGER CONTROLS CONTROLS
3/4" CONDUIT FOR GENERATOR BATTERY CHARGER CONTROLS 80 KW
INSTALL CONDUIT SEAL BETWEEN 3 4 CONDUIT FOR TELEPHONE SERVICE GENERATOR
WETWELL /JUNCTION AND / "
JUNCTION /CONTROL PANAL 3-3" CONDUIT FROM WETWELL (TYP.) JUNCTON BOX SHALL BE STAINLESS
STEEL AND SECURED TO UNISTRUT N1TH
ELECTRIC EQUIPMENT SUPPORT STRUCTURE STAINLESS STEEL NUTS AND BOLTS.
ALL CONDUIT LEGS SHALL ALSO BE
NTS SECURED TO UNISTRUT BY STAINLESS
STEEL U-BOLTS.
SHOWN WITH OUTER DOOR REMOVED
DEADFRONT HAS HOLD OPEN FEATURE
ALARM
LIGHT ? DRIP SHETLD
25' TREATED WOOD POLE
AREA LIGHT SERVICE POLE TO
BE SUPPLIED BY CONTRACTOR.
CONTRACTOR SHALL COORDINATE
FOR AREA LIGHT INSTALLATION.
W/ OWNER
METER
SERVICE BY PROGRESS ENERGY
ONTROL PANEL -WIRING DIAGRAM
CONTRACTOR SHALL SEE CONTROL
PANEL MANUFACTURE SPECIFICATIONS
FOR SPECIFIC WIRING INSTRUCTIONS.
CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL WIRING MODIFICATIONS
REQUIRED BY CONTROL PANEL SUPPLIER.
HORN
NAMEPLATE LEGEND
??, ??, s s ?' .a 1 -PUMP 1 MOISTURE FAULT
8 0
®®a ® 2 -PUMP 2 MOISTURE FAULT
? ?' 0 3 -PUMP 1 OVERTEMP/OVERLOAD
O ? O 4 -PUMP 2 OVERTEMP/OVERLOAD GENERATOR 6"X6", 10 GA.
O ® O 5 -PUMP 1 RUN
?? ?? ,< ,e 6 -PUMP 2 RUN WWM
7 -HAND OFF AUTO
36" 0 © ,a ®®®® 8 -CONTROL POWER ON 6" MIN.
O O O 9 -HIGH LEVEL
r ?? 10 -ALARM TEST
D O I? 11 -HORN SILENCE ? : .: , e ; D D---? ?e a 9 ; A --'
® ® O 12 -CONTROL EXISTING GRADE ? < .D
R??T n?EEr 13 - RECEP. ?I=1??= =1 I ? . 18" MIN.
0 14 -CHARGER/ DIALER 'iI-II?III-III-,? ? ° o v` `???
15 -TRANSFORMER 6 MIL VISQUEEN IIUII 6"
ALUMINUM DEADFRONT ALUMINUM DEADFRONT 16 -PUMP 1 PERIMETER INSULATION #4 RE-BAR
17 -PUMP 2 32 O.C.
18 -MAIN ? 1" POLYSTRENE 1Y"
DUPLEX 19 -METER VAULT POWER ' ' ' ? 2- ?4 RE-BAR CDNT.
RECEPTACLE 6" MIN. COMPACTED
STONE BASE
60"
EMERGENCY GENERATOR PAD
PANEL LAYOUT N.T.S.
NTS
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DESIGNED:
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6
PROPOSED 6" FORCE MAIN
20' EASEMENT
E
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~? 1
FRANKLIN ST.
6"X1 1/2" TAPPING
SADDLE
340LF 2" P.E. SERVICE
LINE WITH METER
?''
i
0
PROPOSED 12' GRAVEL ACCESS DRIVE
o --?-? o 0
?? ?
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PROPOSED 8" GRAVITY SEWER MAIN
__.?..._. l._..--..
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1
EXISTING 6"
PVC WATER MAIN
STA 0+14 FM-2
PROPOSED 6" 90' BEND
6" D.LP. FORCE MAIN
48'22'45"
6" THICK CABC STONE SITE AND DRIVE
PROPOSED 20' DOUBLE SWING GATE
SANITARY SEWER MH ?1 (STA 0+31.21 S-1)
INVERT IN - 424.89' INVERT OUT - 424.79' `??,
'..
CLEAR & GRUB AS NECESSARY
(SEE NOTE)
PROPOSED 6" FORCE MAIN ""-?
^?.. _
PROPOSED 8" GRAVITY SEWER MAIN ? ? - ? ?-
31.21LF B" D.I.P.
PROPOSED VALVE VAULT
SEE SHEET 8 OF 23 FOR DETAILS
PROPOSED POWER POLE WITH AREA LIGHT
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NOTE:
1.) CONTRACTOR SHALL CUT AND CLEAR ALL TREES, SHRUBS, WOODLINE
AND OTHER VEGETATION AS NECESSARY. CLEARING LIMITS SHALL BE
TO D.O.T. RIGHT-OF-WAYS AND/OR ACQUIRED EASEMENTS.
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK.
SCALE: 1 "'=10"-0"
PROPOSED EMERGENCY PUMP CONNECTION
SEE SHEEP 20 OF 23 FOR DETAILS
I
CLEAR AND GRUB TREES AND SHRUBS
AS NECESSARY (SEE NOTE)
?a
i_
PROPOSED FRANKLIN STREET PUMP STATION
SEE SHEET 8 OF 23 FOR DETAILS
PUMP STATION s SIT?PLAN
PROPOSED SANITARY SEWER MANHOLE ?1
(STA 0+31.21 S-1)
PROPOSED SILT FENCE
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2) INSTALL SEWER MAIN DOWN 2) INSTALL SEWER MAIN FROM WET Q ? ? ILL
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ACCESS ROAD. WELL TO MANHOLE #1 (STA 0+31.21) i
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3) INSTALL FORCE MAIN FROM 3) INSTALL D.LP. FORCE MAIN ? y ? • • ?, u,'
STA 0+13.50 FM-1 (90' BEND) FROM VALVE VAULT TO STA 0+14 FM-2 ? V S ? m
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DOWN ACCESS ROAD. INCLUDING THE 90 DEGREE BEND. ?
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4) RESPONSIBLE FOR TESTING ALL 4) RESPONSIBLE FOR TESTING ALL o ..
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LEGEND
PROPOSED GRAVITY SEWER MAIN
- - - - - - PROPOSED SEWER FORCE MAIN
N PROPOSED GATE VALVE
• PROPOSED GRAVITY SEWER MANHOLE
a
PROPOSED SEWER PUMP STATION WET WELL
® ? ? Z
(FOR DETAILS, SEE SHEET 8 OF 23) W ?
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PROPOSED SEWER PUMP STATION VALVE VAULT a
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FOR DETAILS, SEE SHEET B OF 23
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PROPOSED CONTROL PANEL RACK ? ? _'
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(FOR DETAILS, SEE SHEET 9 OF 23) a ?

PROPOSED AREA LIGHTING rr
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(FOR DETAILS, SEE SHEEP 9 OF 23)
_.... _ _._._.._ _ EXISTING CONTOURS
PROPOSED CONTOURS

0 EXISTING IRON ROD (E.I.R.) aar;
AUGUST, 2003

o NEW IRON ROD (N.LR.) ocSicNm:
LM

------------ CLEARING LIMITS DRAWN:
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TEMPORARY SEDIMENT TRAP 7

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PROPOSED 6" GATE VALVE
PROPOSED YARD HYDRANT
PROPOSED CHAIN-LINK FENCE
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? PROPERTY LINES
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6'-G" INSIDE DIA.
CONCRETE WET WELL
8" DIA. D.I. I?
INFLUENT PIPE f`
3-3" CONDUIT TO
CONTROL PANEL
io
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INTERIOR ALUMINUM FLOAT BRACKET
CAST-IN NON-RADIAL OPENINGS W FLEX
CONNECTORS FOR DISCHARGE PIP
5'-11"
\ 2'-3"
L_
PUMP STATION
LOWER PLAN VIEW
N.T.S.
4" WET WELL VENT CLOSE RETURN BENDL
OR SHORT RADIUS 90' FLANGED BENDS i \
4" D.I. PIPE
Q.00 MSL CAST IN TOP SLAB
N
2-3?4" THREADED RODS 6'-D" INSIDE DIA. 3'-0" X 4'-0" SINGLE LEAF ALUMINUM DOOR
ANC ORED TD PIPE FLANGES CONCRETE WEi WELL W/ LOCKING HATCH CENTERED ON VAULT
8'- 0" 6" ¢ 4" WET WELL VENT ?
10'-0" CLOSE RETURN BEND OR
SHOR7 RADIUS 90' FLANGED BENDS
6"
CONCRETE PIPE SUPPORT
W/ STEEL HOLD DOWN STRAP (TYP.) ? ?
6" 90' BEND /
6"X6" FLANGED TEE
'D 6" D.LP. FORCEMAIN
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A 6" 90' BEND 0
/ 8'-0"X6'-D" LD.)
6" PLUG GATE VALVE CONCRETE VAULT
(TYPICAL OF 2)
6" SWING CHECK VALVE
(TYPICAL OF 2)
6" COUPLING ?
(TYPICAL OF 2) ?
3'-0" X 4'-0" SINGLE LEAF ALUMINUM DOOR
8'-0" x 6'-0" I.D.) PRECAST W/ LOCKING HATCH CENTERED ON WET WELL
CONCRETE VAULT W/3 WC DRAIN
W/FLAP VALVE IN WET WELL PUMP STATION
2" LIQUID FLUID POLYPIROPYLENE UPPER PLAN VIEW
GAUGES (TYP. OF 2) COVERED STEPS N.T.S.
6" COUPLING (TYP.) 6" SWINC CHECK VALVE
(TYPICAL OF 2)
(TYPICAL OFL2) I
?-„ ^??w^runw? ? 1'-6"

s O
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3-3" coNOUIT
" GROUT BOTTOM OF '° PUMP STATION DESIGN C RfTERU1
TO CONTROL PANEL 6 D.I. 90' B END d VAULT TO DRAIN
(NOT IN TRUE PUMP STATION DESIGN FLOW 200 GPM
SECTION) PUMP CAPACITY 200 GPM
TOTAL DYNAMIC HEAD 70.00 FT
FORCE MAIN SI2E 6" PVC
FORCE MAIN LENGTH 3,000 FT
FORCE MAIN HIGH POINT 475.74 FT
9" VELOCITY AT PUMPING RATE 2.27 FPS
CAST IN PLACE F
E 2
POLYPROPELYNE 12" COMPACTED PUMP ON
TIME 1 69
MIN.
COVERED STEPS 3" D.I.P. VAULT DRAIN STONE BEDDING MINIMUM EFFICIENCY 50R
PIPE W/ FLAP VALVE MAXIMUM HORSEPOWER 20 HP
CONCRETE PIPE SUPPORTS W/ MAXIMUM RPM'S 1780 RPM
STEEL HOLD DOWN STRAPS (TYP.) ELECTRICAL SERVICE 3 PHASE
o VOLTS 460V
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6" DIA. D.I.P.

INFLUENT PIPE ?
1?: 6" D.I. PIP
E
ELEV. 424.66' MSL
HIGH WATER ALARM
ELEV. 42250 MSL
LEAD PUMP "OFF"
STAINLESS STEEL WALL BRACKET FOR
DISCHARGE PIPE SUPPORT. MOUNT AS
PER MANUFACTURERS SPECIFlCATIONS
2" STAINLESS STEEL PIPE FDR
LIFT OUT RAIL ASSEMBLY
6'-D" INSIDE DIA.
coNCRETE wET wELL
2-SUBMERSIBLE NON-CLOG
LOW LEVEL ALARM
ELEV. 419.50' MSL
GROUT FILLET
r WET WELL FLOOR 6"X4" REDUCING 90' BEND
N ELEV. 418.00' MSL
0
PUMP STATION
12" COMPACTED
SECTION VIEW "A-A" STONE BEDDING
N.T.S.
PUMP BASES SHALL BE FASTENED TO THE CONCRETE WET WELL
INVERT BY NO LESS THAN EOUR 3/4" STAINLESS STEEL BOLTS.
THE BOLTS SHALL BE THREADED I TO CONCRETE ANCHOR INSERTS,
WHICH HAVE BEEN CAST INTO THE INVERT, OR THREADED 1N A
CAPSULE ANCHOR BY MOLLY, HllTl OR EQUAL. THE BOLT SHALL
HAVE A PULLOUT STRENGTH OF NO LESS THAN 5000 LBS AND
SHALL BE SUITABLE FOR VIBRATING EQUIPMENT.
NOTES:
1.) CONTRACTOR SHALL APPLY TWO COATS BITUMASTIC
COAL TAR EPOXY PAINT TO ALL D.I.P. PIPING, VALVES
HANDWHEELS, WET WELL WALLS AND VALVE VAULT.
2.) ALL ELECTRICAL WIRING SHALL BE DONE IN ACCORDANCE
WITH THE PLANS AND THE SPECIFICATION PROVIDED IN
THE CONTRACT DOCUMENTS.
3.) CONTRACTOR SHALL VERIFY LOCATION AND COMPOSITION
OF ALUMINUM ACCESS DOORS WITH THE ENGINEER
PRIOR TD FABRICATION.
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DATE:
AUG UST, 2003
DESIGNED:
oanwN.
GER
CHECKED:
MCW
GGIE.
N.T.S.
sI+EEE No.
8
UNISTRUT POST P1001 (TYP.) ?
AS REQUIRED CONNECTED BY STAINLESS STEEL o
NUTS AND BOLTS PANEL SHALL INCLUDE AUTO-DIALER WITH BACKUP POWER SUPPLY ,?
IN CASE OF MAIN POWER FAILURE. PANEL SHALL BE EQUIPPED z
4 FOR QUICK TELEPHONE CABLE HOOKUP. CONTROL MANUFACTURE SHALL ? Z
VERIFY PRIOR TO FABRICATION ALL EQUIPMENT MANUFACTURES ?, d
TO BE INSTALLED. ? a
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6" MIN. (TYP.) "w
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IES TYPE IIl 25' TREATED WOOD POLE
1/8" ALUMINUM MEDIUM LIGHT
4" GALVANIZED DISTRIBUTION
MAIN PIPE (TYP.) ;,,,?
AIN BQ X 120 V AREA AREA LIGHT SERVICE POLE TO
M AUTO.
SERVICE TRANS. LIGHT 150 WATT BE SUPPLIED BY CONTRACTOR. +? f `?
DISC. SWITCH CONTRACTOR SHALL COORDINATE `?i-- •
4#4;1?6G-2"C FOR AREA LIGHT INSTALLATION. = W
STAINLESS STEEL 4#4G;1?6G-2"C W/ OWNER
U-BOLT & WASHER
W/ NEOPRENE GASKET
---?-1'-B° MAIN AUTO. MAIN
TRANS. SERVICE
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2" CONDUIT FOR POWER _ 1 ?4G.
3/4" CONDUIT FOR GROUND 3/4" CONDUIT FOR AREA LIGHT
2" CONDUIT FOR GENERATOR POWER 3/4" CONDUIT FOR GROUND ENGINE HEATER CONTROLS POWER 3/4"x10' GROUND ROD
3/4" CONDUIT FOR GENERATOR CONTROLS 3/4" CONDUIT FOR GENERATOR ENGINE HEATER CONTROLS BATTERY CHARGER CONTROLS CONTROLS
3/4" CONDUIT FOR GENERATOR BATTERY CHARGER CONTROLS 20 KW
INSTALL CONDUIT SEAL BETWEEN GENERATOR
WETWELL /JUNCTION AND 3/4" CONDUIT FOR TELEPHONE SERVICE
JUNCTION /CONTROL PANAL 3-3" CONDUIT FROM WEiWELL (TYP.) JUNCTION BOX SHALL BE STAINLESS
STEEL AND SECURED TO UNISTRUT WITH
ELECTRIC EQUIPMENT SUPPORT STRUCTURE STAINLESS STEEL NUTS AND BOLTS.
ALL CONDUIT LEGS SHALL ALSO BE
NTS SECURED TO UNISTRUT BY STAINLESS
STEEL U-BOLTS.
SHOWN WITH OUTER DOOR REMOVED
DEADFRONT HAS HOLD OPEN FEATURE
ALARM
LIGHT DRIP SHEILD
n n
HORN

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ALUMINUM DEADFRONT ALUMINUM DEADFRONT

DUPLEX ?
RECEPTACLE
60" --- ?
PANEL LAYOUT
Hrs
NAMEPLATE LEGEND
1 -PUMP 1 MOISTURE FAULT
2 -PUMP 2 MOISTURE FAULT
3 -PUMP 1 OVERTEMP/OVERLOAD
4 -PUMP 2 OVERTEMP/OVERLOAD
5 - PUMP i RUN
6 -PUMP 2 RUN
7 -HAND OFF AUTO
6 -CONTROL POWER ON
9 -HIGH LEVEL
10 -ALARM TEST
11 -HORN SILENCE
12 -CONTROL
13 - RECEP.
14 -CHARGER/ DIALER
15 -TRANSFORMER
16 -PUMP 1
17 -PUMP 2
16 -MAIN
SERVICE BY PROGRESS ENERGY
CONTROL PANEL -WIRING DIAGRAM
Nrs
CONTRACTOR SHALL SEE CONTROL
PANEL MANUFACTURE SPECIFICATIONS
FOR SPECIFIC WIRING INSTRUCTIONS.
CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL 'MRING MODIFICATIONS
REQUIRED BY CONTROL PANEL SUPPLIER.
GENERATOR
6" MIN.
s"XS", 1 o cA.
WWM
EXISTING GRADE a .D
?? 1=?-11-111 •? -18" MIN.
6 MIL VISQUEEN #4 RE-BAR
PERIMETER INSULATION 32" O.C.
1" POLYSTRENE 12"
? 2- ?4 RE-BAR CONT.
6" MIN. COMPACTED
STONE BASE I
EMERGENCY GENERATOR PAD
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AUGUST, 2003
oesmNEO,
DRAWN:
GER
CHECKED:
MCW
scA?c:
N.T.S.
sr+cET ND.
9
23
or
NOTE:
1.) CONTRACTOR SHALL CUT AND CLEAR ALL TREES, SHRUBS, WOODLINE
AND OTHER VEGETATION AS NECESSARY. CLEARING LIMITS SHALL BE TO
D.O.T. RIGHT-OF-WAYS AND/OR ACQUIRED EASEMENTS.
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK.
CONTRACT i
1) INSTALL MANHOLE #35.
2) INSTALL SEWER MAIN IN
DOT R/W.
3) INSTALL FORCE MAIN IN DOT
R/W TO GATE VALVE.
4) RESPONSIBLE FOR TESTING ALL
MATERIAL INSTALLED.
CONTRACT Ii
1) INSTALL WET WELL AND VALVE VAULT
2) INSTALL SEWER MAIN FROM WET
WELL TO STA 0+26.29 (MH #35)
3) INSTALL 6" DIP FORCE MAIN FROM VALVE
VAULT TO STA 0+13 FM -3, UP TO AND
INCLUDING THE GATE VALVE.
4) RESPONSIBLE FOR TESTING ALL
MATERIAL INSTALLED.
t,
;t
y
t
PROPOSED GRADING CONTOURS
,tt
_r
PROPOSED CHAIN-LINK FENCE.\
t
JPROPOSED TALLY HO PUMP STATION WET WELL 1
1SEE SHEET 11 OF 23 FOR DETAILS
PROPOSED 12' GRAVEL
PROPOSED OUTLET PROTECTION
PROPOSED 52LF 2" PE `SERVICE LINE
WITH METER INSTALLED UNDER ROAD
8"X1/1/2" TAPPING
SADDLE
EXISTING 8" PVC
WATER MAIN
PUMP STATION #3 SITE PLAN
SCALE: 1"=10'-O"
PROPOSED GRAVITY SEWER MAIN
— — — — — — PROPOSED SEWER FORCE MAIN
N PROPOSED GATE VALVE
• PROPOSED GRAVITY SEWER MANHOLE
CUM
GENERATOR
PROPOSED SEWER PUMP STATION WET WELL
(FOR DETAILS, SEE SHEET 11 OF 23)
PROPOSED SEWER PUMP STATION VALVE VAULT
(FOR DETAILS, SEE SHEET 11 OF 23)
PROPOSED EMERGENCY PUMP CONNECTION
(FOR DETAILS, SEE SHEET 20 OF 23)
PROPOSED STAND-BY GENERATOR
PROPOSED CONTROL PANEL RACK
(FOR DETAILS, SEE SHEET 12 OF 23)
PROPOSED AREA LIGHTING
(FOR DETAILS, SEE SHEET 12 OF 23)
"- EXISTING CONTOURS
PROPOSED CONTOURS
e EXISTING IRON ROD (E.I.R.)
O NEW IRON ROD (N.I.R.)
------------ CLEARING LIMITS
PROPERTY LINES
EXISTING TREE LINE
TEMPORARY SEDIMENT TRAP
v
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AS SH01
uEEr No.
10
23

6'-O" 1NSIDE DIA.
CONCRETE WET WELL
8" DIA. D.I. L
INFLUENT PIPE I \
3-3" CONDUIT TO
CONTROL PANEL
i?
I
i?
I A
INTERIOR ALUMINUM FLOAT BRACKET
2-3/4" THREADED RODS
ANCHHORED TO PIPE FLANGES
B'-0
? 10'-0" ?
?6" D.LP. FORCEMAIN
6"
CONCRETE PIPE SUPPORT
W/ STEEL HOLD DOWN STRAP (TYP.)
6"X6" D.I. FLANGED TEE
m
A

CAST-1N NON-RADIAL OPENINGS WJFLEX
CONNECTORS FOR DISCHARGE PIPtt
5'-11"
2'-3" ?
L_
PUMP STATION
LOWER PLAN VIEW
N.T.S.
4" WET WELL VENT CLOSE RETURN BEND
OR SHORT RADIUS 90' FLANGED BENDS
4" D.I. PIPE ?
CAST IN TOP SLAB
T/SLAB ELEV. 427.10 MSL
3-3" CONDUIT
70 CONTROL PANEL
(NOT IN TRUE
SECTION)

6" 90' D.I. BEND
6" PLUG LATE VALVE
(TYPICAL OF 2)
6" SWING CHECK VALVE
(TYPICAL OF 2)
s" couPUNc
(TYPICAL OF 2)
6" SWING CHECK VALVE
(TYPICAL OF 2)
6" PLUG VALVE
(TYPICAL OF 2)
m
I?II?I?II?
1'-6" o
m
?''? GROUT BOTTOM OF
90' BEND VAULT TO DRAIN
CAST IN PLACE
POLYPROPELYNE
COVERED STEPS
4 ??
0
0
8" DIA. D.I.P.
INFLUENT PIPE
INV. IN
ELEV. 416.76' MSL
HIGH WATER ALARM
ELEV. 414.40' MSl `
LAG PUMP "ON" /
ELEV. 413.90 MS ? ?
LEAD PUMP "ON"
ELEV. 413.40' MSL
LEAD PUMP "OFF"
ELEV. 412.10' MSL
LOW LEVEL ALARM
ELEV. 411.60' MSL
GROUT FILLET
WET WELL FLOOR
iv ELEV. 410.10' MSL '
0
PUMP STATION
SECTION VIEW "A-A"
N.T.S.
CAST IN PLACE
POLYPROPYLENE
COVERED STEPS
8'-0' z 6'-0" (I.D.) PRECAST
CONCRETE VAULT W/3 PVC DRAIN
W/FLAP VALVE IN WET WELL
2 LIQUID FLUID
GAUGES (TYP. OF 2)
?6" COUPLING (TYP.)
3" D.LP. VAULT DRAIN
PIPE W/ FLAP VALVE
6" D.I. PIPE
12" COMPACTED
STONE BEDDING
CAST-IN-PLACE
PIPE SUPPORTS
STAINLESS STEEL WALL BRACKET FOR
DISCHARGE PIPE SUPPORT. MOUNT AS
PER MANUFACTURER'S SPECIFICATIONS
2" STAINLESS STEEL PIPE FOR
LIFT OUT RAIL ASSEMBLY
72" INSIDE DIA. CONCRETE
WET WELL (6'-0")
6"X4" REDUCING 90' BEND
9"
t? PUMP &ASES SHALL BE FASTENED TO THE CONCRETE WE7 WELL
INVERT BY NO LESS THAN FOUR 3/4" STAINLESS STEEL BOLTS.
THE BOLTS SHALL BE THREADED INTO CDNCRETE ANCHOR INSERTS,
12" COMPACTED WHICH HAVE BEEN CAST INTO THE INVERT, OR THREADED 1N A
STONE BEDDING CAPSULE ANCHOR BY MOLLY, HILTI OR EQUAL. THE BOLT SHALL
HAVE A PULLOUT STRENGTH OF NO LESS THAN 5000 LBS AND
SHALL BE SUITABLE FOR V18RATING EQUIPMENT.
3'-0" X 4'-0" SINGLE LEAF ALUMINUM DOOR
W/ LOCKING HATCH CENTERED ON WET WELL
PUMP STATION
UPPER PLAN VIEW
N.T.S.
PUMP STATION DESIGN C RffERIA
PUMP STATION DESIGN FLOW 200 GPM
PUMP CAPACITY 200 GPM
TOTAL DYNAMIC HEAD 80.00 FT
FORCE MAIN SIZE 6" PVC
FORCE MAIN LENGTH 2,600 FT
FORCE MAIN HIGH POINT 475.74 FT
VELOCITY AT PUMPING RATE 2.27 FPS
PUMP OFF TIME 25.63 MIN.
PUMP ON TIME 2.70 MIN.
MINIMUM EFFICIENCY 48?
MAXIMUM HORSE POWER 25 HP
MAXIMUM RPM'S 1760 RPM
ELECTRICAL SERVICE 3 PHASE
VOLTS 460 V
NOTES:
1 J CONTRACTOR SHALL APPLY 1W0 COATS BITUMASTIC
COAL TAR EPOXY PAINT TO ALL D.I.P. PIPING, VALVES
HANDWHEELS, WET WELL WAILS AND VALVE VAULT.
2J ALL ELECTRICAL WIRING SHALL BE DONE IN ACCORDANCE
WITH THE PLANS AND THE SPECIFICATION PROVIDED IN
THE CONTRACT DOCUMENTS.
3.) CONTRACTOR SHALL VERIFY LOCATION AND COMPOSITION
OF ALUMINUM ACCESS DOORS WITH THE ENGINEER
PRIOR TO FABRICATION.
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AUGUST, 2003
oESCNEC:
LM
DRAWN.
GER
CHECI(ED:
MCW
scAtE:
N.T.S.
sHEn ND.
11
oe 23
6'-0' INSIDE DIA.
CONCRETE WET WELL
4" WET WELL VENT
CLOSE RETURN BEND OR
SHORT RADIUS 90' FLANGED BENDS

3'-0" X 4'-0" SINGLE LEAF AWMINUM DOOR
W/ LOCKING HATCH CENTERED ON VAULT
?I
??;' .
8'-0"X6'-0" SLDJ
- CONCRETE VADLT
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7
1
UNISTRUT POST P1001 (TYP.)
AS REQUIRED CONNECTED BY STAINLESS STEEL PANEL SHALL INCLUDE AUTO-DIALER WITH BACKUP POWER SUPPLY
NUTS AND BOLTS
4, IN CASE OF MAIN POWER FAILURE. PANEL SHALL BE EQUIPPED
FOR QUICK TELEPHONE CABLE HOOKUP. CONTROL MANUFACTURE SHALL
VERIFY PRIOR TO FABRICATION ALL EQUIPMENT MANUFACTURES
TO BE INSTALLED.
6" MIN. (TYP,)-{
1/8" ALUMINUM IES TYPE III
MEDIUM LIGHT
4" GALVANIZED DISTRIBUTION
MAIN PIPE (TYP.)
BOX
MAIN AUTO. 120 V AREA
SERVICE TRANS. LIGHT 150 WATT??
DISC. SWITCH
44;1#6G-2"C
STAINLESS STEEL 4#4G;1#6G-2"C
U-BOLT & WASHER
W/ NEOPRENE GASKET
---?1'-8" MAIN AUTO. MAIN
WP,GF RECEPTACLE B?X SWITCH SDRSC.E
FINISHED GRADE
?`.
- - 1 #4G. 1 #4G.
I
? I 3/4"x10' GROUND ROD
210 3/4"C 4?4-2"C
- -
_ ??' ,
2" CONDUIT FOR POWER 3/4"x10 GROUND ROD G
3 4" CONDUIT FOR GROUND
/ 3/4" CONDUIT FOR AREA LIGHT
2" CONDUIT FOR GENERATOR POWER 3 4" CONDUIT FOR GROUND ENGINE HEATER CONTROLS POWER 3/4"x10' GROUND ROD
3/4" CONDUIT FOR GENERATOR CONTROLS / -
3/4" CONDUIT FOR GENERATOR ENGINE HEATER CONTROLS BATTERY CHARGER CONTROLS CONTROLS
3/4" CONDUIT FOR GENERATOR BATTERY CHARGER CONTROLS 20 KW
INSTALL CONDUIT SEAL BETWEEN GENERATOR
WETWELL /JUNCTION AND 3/4" CONDUIT FOR TELEPHONE SERVICE
JUNCTION /CONTROL PANAL 3-3" CONDUIT FROM WETWELL (TYP.) JUNCTION BOX SHALL BE STAINLESS
STEEL AND SECURED TO UNISTRUT WITH
ELECTRIC EQUIPMENT SUPPORT STRUCTURE STAINLESS STEEL NUTS AND BOLTS.
ALL CONDUIT LEGS SHALL ALSO BE
NTS SECURED TO UNISTRUT BY STAINLESS
STEEL U-BOLTS.
SHOWN WITH OUTER DOOR REMOVED
DEADFRONT HAS HOLD OPEN FEATURE
ALARM DRIP SHEILD
LIGHT
0 0
HORN
36"

C7^ ?]?
_ ®._® 15 ]6 ti IB
OOO ®®®®

0 0 0
,: ?3 ,<
o© ?? ®®®

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RESET AESET

ALUMINUM DEADFRONT ALUMINUM DEADFRONT

u"
DUPLEX
RECEPTACLE
NAMEPLATE LEGEND
1 -PUMP 1 MOISTURE FAULT
2 -PUMP 2 MOISTURE FAULT
3 -PUMP 1 OVERTEMP/OVERLOAD
4 -PUMP 2 OVERTEMP/OVERLOAD
5 -PUMP 1 RUN
6 -PUMP 2 RUN
7 -HAND OFF AUTO
B -CONTROL POWER ON
9 -HIGH LEVEL
10 -ALARM TEST
11 -HORN SILENCE
12 -CONTROL
13 - RECEP.
14 -CHARGER/ DIALER
15 -TRANSFORMER
i6 -PUMP 1
17 -PUMP 2
18 -MAIN
I I
NTS
25' TREATED WOOD POLE
AREA LIGHT SERVICE POLE TO
BE SUPPLIED BY CONTRACTOR.
CONTRACTOR SHALL COORDINATE
FOR AREA LIGHT INSTALLATION.
W/ OWNER
METER
SERVICE BY PROGRESS ENERGY
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CONTROL PANEL -WIRING DIAGRAM
Nrs
CONTRACTOR SHALL SEE CONTROL
PANEL MANUFACTURE SPECIFICATIONS
FOR SPECIFIC WIRING INSTRUCTONS.
CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL WIRING MODIFICATIONS
REQUIRED BY CONTROL PANEL SUPPLIER.
GENERATOR
6" MIN. -
EXISTING GRADE
-l i l l
6 MIL VISQUEEN ?
6" MIN. COMPACTED
STONE BASE
"?. .?, DDw ? R°-r 6, gip' 'Y{:
b
6„
#4„RE-BAR
PERIMETER INSULATION
,e0o, 32 D.C.
1" POLYSTRENE
° ? 2- ?4 RE-BAR CONT.
EMERGENCY GENERATOR PAD
6"X6", 10 GA.
WWM
D
D .18" MIN.
12"

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AUGUST, 2003
ocsicNEO.
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MCW
scar.
N.T.S.
sHCEi No.
12
23
,.
? 0 0 0
-? ° 1? o
i`
,\
6" THICK CABC STONE SITE AND DRIVE
PROPOSED OLD HWY 75 PUMP STATION
SEE SHEET 14 OF 23 FOR DETAILS
79.05LF 8" D.LP.
SANITARY SEWER
„>
"?3
OLD SANITARY SEWER MH X89 (STA 0+79.05
HIGH
WAY
7 ? INVERT IN 464.36' INVERT OUT 464.26

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• 'GENERATOR ?
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5-14 t- '
FM-4 ?- =- _ - - - _
C N T I NTRA T II
1) INSTALL MANHOLE #87. 1) INSTALL WE7 WELL AND VALVE VAULT.
2) INSTALL D.LP. SEWER MAIN ACROSS 2) INSTALL D.LP. FORCE MAIN FROM VALVE
OLD HWY. 75 WITH BORE TO PUMP VAULT (STA 0+00 FM-4) TO 6" GATE VALVE
STATION (STA 0+00 5-14).
3) INSTALL FORCE MAIN ACROSS OLD (STA 0+11 FM-4) INCLUDING THE GATE VALVE.
HWY. 75 WITH BORE TO 6" GATE VALVE 3) RESPONSIBLE FOR TESTING ALL
(STA 0+11 FM-4). MATERIAL INSTALLED.
4) RESPONSIBLE FOR TESTING ALL
MATERIAL INSTALLED.
_..____., - I . ? _ _.
_' ,?
____.1..1__ I I I I
II it III
II 11 I
I I III I I
II II II
5-14) I I III I I
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I III
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77,x0
POWER POLEIWITH AREA LIGHT
PROPOSED VALVE VAULT
SEE SHEET 14 OF 23
FOR DETAILS
PROPOSED CHAIN-LINK FENCE
( PROPOSED EMERGENCY PUMP CONNECTION
SEE SHEET 2D OF 23 FOR DETAILS
sTa o+11 FM-a
PROPOSED 6" GATE VALVE
PROPOSED YARD HYDRANT
82LF 6" D.I.P.
FORCE MAIN
51LF 2" P.E. SERVICE
LINE WITH METER 6?? RAW
}?r ,?`'
,?
/ ,>
8"X2" TAPPING
SADDLE
EXISTING 8" PVC
WATER MAIN
STA 0+82 FM-4
PROPOSED 6" 90' BEND
PUMP STATION ?4 SITE PLAN
SCALE: 1 "=10"-0"
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LEGEND
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PROPOSED GRAVITY SEWER MAIN
- - - - - - PROPOSED SEWER FORCE MAIN

H PROPOSED GATE VALVE g
a
• PROPOSED GRAVITY SEWER MANHOLE z W
? ?
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N
PROPOSED SEWER PUMP STATION WET WELL ?
® (FOR DETAILS, SEE SHEET 14 OF 23) (n ? Z
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PROPOSED SEWER PUMP STATION VALVE VAULT
SEE SHEET 14 OF 23)
(FOR DETAILS
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GENERATOR PROPOSED STAND B w
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PROPOSED CONTROL PANEL RACK Q ? r
(FOR DETAILS, SEE SHEET 15 OF 23) to ?,
PROPOSED AREA LIGHTING =
(FOR DETAILS, SEE SHEET 15 OF 23) p
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__...... __..__ EXISTING CONTOURS

PROPOSED CONTOURS AUGUST, 2003

o
EXISTING IRON ROD (E.LR.) oFaoeo?
LM

0
NEW IRON ROD (N.I.R.) o?wt
GER

----------
-- CLEARING LIMITS ac?ma
MCW
- PROPERTY LINES AS SHOWN
??
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TEMPORARY SEDIMENT TRAP 23
a.
NOTE:
PROPOSED SILT FENCE 1.) CONTRACTOR SHALL CUT AND CLEAR ALL TREES, SHRUBS, WOODLINE
AND OTHER VEGETATION AS NECESSARY. CLEARING LIMITS SHALL BE TD
D.O.T. RIGHT-OF-WAYS AND/OR ACQUIRED EASEMENTS.
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK.
PROPOSED CONTOURS

6'-0" INSIDE DIA. CAST-IN NON-RADIAL OPENINGS W/FLEX 2-3 4" THREADED RODS
E
CONNECTORS FOR DISCHARGE PIP ANC ORED TO PIPE FLANGES
6'-0" INSIDE DIA. 3'-0" X 4'-0" SINGLE LEAF ALUMINUM DOOR
CONCRETE WET WELL
"
' CONCRETE WET WELL W / LOCKING HATCH CENTERED ON VAULT
-11
5 B' 0" 6° ? 4" WET WELL VENT ?

8" DIA. D.I.
2'-3"
10'-O" CLOSE RETURN BEND OR
SHORT RADIUS 90' FLANGED BENDS
INFLUENT PIPE 6"
3-3" CONDUIT TO
W/ STEE? HOLD DOWNRSTRAP (TYP.)
? ?
CONTROL PANEL
6" 90' BEND /

io in
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? ?

?
m
6"X6" FLANGED TEE
A ?
\

INTERIOR ALUMINUM FLOAT BRACKET 6" PLUG GATE VALVE CONCRETE VAULT
(TYPICAL OF 2)
6" SWING CHECK VALVE
(TYPICAL OF 2)
F
L ?
? (TYPICAL
O
2) ?
3'-0" X 4'-0" SINGLE LEAF ALUMINUM DOOR
PUMP STATION B'-0" x 6'-0" I.D.) PRECAST
? 6" D.I.P. FORCEMAIN W/ LOCKING HATCH CENTERED ON WET WELL
W/3 PVC DRAIN
CONCRETE VAUL
LOWER PLAN VIEW W/FLAP VALVE IN WET WELL PUMP STATION
N.T.S. CAST IN PLACE
2" LIQUID FLUID POLYPROPYLENE UPPER PLAN VIEW
4" WET WEL L VENT CLOSE RETURN BEND GAUGES (TYP. OF 2) COVERED STEPS N.T.S.
OR SHORT RADIUS 90' FLANGED BENDS
6" COUPLING (TYP.)
6" SWING CHECK VALVE
(TYPICAL OF 2)
4" D.I. PIPE
CAST IN TOP SLAB
6" PLUG VALVE
T/SLAB ELEV. 471.50' MSL ? (TYPICAL OF 2)
?il? I If 1 "
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-
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1
3-3" CONDUIT

TO CONTROL PANEL 6' D.I. 90' BEND

° GROUT BOTTOM OF

VAULT TO DRAIN
PUMP STATION DESIGN CRITERIA
(NOT IN TRUE PUMP STATION DESIGN FLOW 200 GPM
SECTION) PUMP CAPACITY 200 GPM
TOTAL DYNAMIC HEAD 25.00 Fi
o FORCE MAIN SIZE 6" PVC
FORCE MAIN LENGTH 1,120 FT
FORCE MAIN HIGH POINT 476.30 FT
9" VELOCITY AT PUMPING RATE 2.27 FPS
CAST IN PLACE 3" D.I.P. VAULT DRAIN PUMP OFF TIME 28.18 MIN.
POLYPROPELYNE PIPE W/ FLAP VALVE 12" COMPACTED PUMP ON TIME 0.54 MIN.
COVERED STEPS STONE BEDDING MINIMUM EFFICIENCY 61 Y.
MAXIMUM HORSE POWER 5 HP
CONCRETE PIPE SUPPORTS W/ MAXIMUM RPM'S 1780 RPM
STEEL HOLD DOWN STRAPS (TYP.) ELECTRICAL SERVICE 3 PHASE
o
0 VOLTS 460V
a
8" DIA. D.I.P.
INFLUENT PIPE
6" D.I. PIPE
NOTES:
INV. IN
LY
IW
1.) CONTRACTOR SH ?N
APP
U
?
ELEV. 463.94' MSL
STAINLESS STEEL WALL BRACKET FOR ?
T
O
VALVES
P PING
D.LP
COAL TAR EPOXY P
DISCHARGE PIPE SUPPORT. MOUNT AS HANDWHEELS, WET WELL WALLS AND VALVE VAULT.
HIGH WATER ALARM PER MANUFACTURERS SPECIFICATIONS
ELEV. 461.00' MSL 2.) ALL ELECTRICAL WIRING SHALL BE DONE IN ACCORDANCE
WITH THE PLANS AND THE SPECIFICATION PROVIDED IN
lAG PUMP "ON" 2" STAINLESS STEEL PIPE FOR THE CONTRACT DOCUMENTS.
ELEV
460
50 MSL LIFT OUT RAIL ASSEMBLY
.
. 3.) CONTRACTOR SHALL VERIFY LOCATION AND COMPOSITION
LEAD PUMP "ON" 6'-0" INSIDE DIA. OF AWMINUM ACCESS DOORS WITH THE ENGINEER
ELEV. 460.00' MSL CONCRETE WET WELL PRIOR TO FABRICATION.
LEAD PUMP "OFF" 2-SUBMERSIBLE NON-CLOG
FLEV asasn' Msl SEWAGE PUMPS
LOW LEVEL ALARM / w
ELEV. 459.00' MSL
GROUT FILLET
WEi WELL FLOOR 6"X4" REDUCING 90' BEND
N ELEV. 457.50' MSL
?I PUMP BASES SHALL BE FASTENED TO THE CONCRETE WET WELL
INVERT BY NO LESS THAN FOUR 3/4" STAINLESS STEEL BOLTS.
THE BOLTS SHALL BE THREADED IN1T0 CONCRETE ANCHOR INSERTS,
a WHICH HAVE BEEN CAST INTO THE INVERT, OR THREADED IN A
CAPSULE ANCHOR BY MOLLY, HILTI OR EQUAL. THE BOLT SHALL
PUMP STATION HAVE A PULLOUT STRENGTH OF NO LESS THAN 5000 LBS AND
12" COMPACTED SHALL BE SUITABLE FOR VIBRATING EQUIPMENT.
"
"
SECTION VIEW
A-A
STONE BEDDING
N.T.S.
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oESmHEO.
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GER
CHECNE?.
MCW
SGLE:
N.T.S.
sHE?r uo.
14
UNISTRUT POST P1001 (TYP.)
AS REQUIRED CONNECTED BY STAINLESS STEEL
NUTS AND BOLTS
4'
6" MIN. (TYP.) ? ?
z
0
PANEL SHALL INCLUDE AUTO-DIALER WITH BACKUP POWER SUPPLY ?'
IN CASE OF MAIN POWER FAILURE. PANEL SHALL BE EQUIPPED ?
FOR QUICK TELEPHONE CABLE HOOKUP, CONTROL MANUFACTURE SHALL ?
VERIFY PRIOR TO FABRICATION ALL EQUIPMENT MANUFACTURES
TO BE INSTALLED.
?- 1/8" ALUMINUM MEDIUMELIGHT
4" GALVANIZED ? DISTRIBUTION
MAIN PIPE (1YP.>
BOX
MAIN AUTO. 120 V AREA
SERVICE TRANS. LIGHT 150 WATT
DISC. SWITCH
STAINLESS STEEL 4?4;1?6G-2"C
U-BOLT & WASHER "? 4?4G;1?6G-2"C
W/ NEOPRENE GASKET
----?-r-a" MAIN auro. MAIN
WP,GF RECEPTACLE BOX SWI CH SDRSC.E
FINISHED GRADE
1#4G.?' ?? ? ?? 1?4G:
??, ? I-
2" CONDUIT FOR POWER v
3/4" CONDUIT FOR GROUND
2" CONDUIT FOR GENERATOR POWER 3/4" CONDUIT FOR AREA LIGHT
3/4" CONDUIT FOR GROUND
3/4" CONDUIT FOR GENERATOR CONTROLS 3/4" CONDUIT FOR GENERATOR ENGINE HEATER CONTROLS
3/4" CONDUIT FOR GENERATOR BATTERY CHARGER CONTROLS
INSTALL CONDUIT SEAL BETWEEN 3 4 CONDUIT FOR TELEPHONE SERVICE
WETWELL /JUNCTION AND / "
JUNCTION /CONTROL PANAL 3 3" CONDUIT FR
3/4"x10' GROUND ROD ? 2#10-3/4"C?
4#4-2"C
3/4"x10' GROUND ROD
_ 1?4G.
3 4"x10' GROUND ROD
ENGINE HEATER CONTROLS POWER / _
BATTERY CHARGER CONTROLS CONTROLS
20 KW
GENERATOR
- OM WETWELL (TYP.) JUNCTION BOX SHALL BE STAINLESS
STEEL AND SECURED TO UNISTRUT WITH
ELECTRIC E UIPMENT SUPPORT STRUCTURE STAINLESS STEEL NUTS AND BOLTS.
ALL CONDUIT LEGS SHALL ALSO BE
NTS SECURED TO UNISTRUT BY STAINLESS
STEEL U-BOLTS.
SHOWN WITH OUTER DOOR REMOVED
DEADFRONT HAS HOLD OPEN FEATURE
ALARM
LIGHT DRIP SHETLD
0 c
HORN
36"
?7? C7^ 15 Ifi 11 IB
000 -®®®
0
0 0 0
O OR OR 12 1] 19
O © ?°
?®®
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R?SEi R?SET
? ?
ALUMINUM DEADFRONT ALUMINUM DEADFRONT

DUPLEX
RECEPTACLE
an"
PANEL LAYOUT
Nrs
NAMEPLATE LEGEND
1 -PUMP 1 MOISTURE FAULT
2 -PUMP 2 MOISTURE FAULT
3 -PUMP 1 OVERTEMP/OVERLOAD
4 -PUMP 2 OVERTEMP/OVERLOAD
5 -PUMP 1 RUN
6 -PUMP 2 RUN
7 -HAND OFF AUTO
8 -CONTROL POWER ON
9 -HIGH LEVEL
10 -ALARM TEST
11 -HORN SILENCE
12 -CONTROL
13 - RECEP.
14 -CHARGER/ DIALER
15 -TRANSFORMER
16 -PUMP 1
U-PUMP2
18 -MAIN
CONTROL PANEL -WIRING DIAGRAM
25' TREATED WOOD POLE
AREA LIGHT SERVICE POLE TO
BE SUPPLIED BY CONTRACTOR.
CONTRACTOR SHALL COORDINATE
FDR AREA LIGHT INSTALLATION.
W/ OWNER
METER
SERVICE BY PROGRESS ENERGY
CONTRACTOR SHALL SEE CONTROL
PANEL MANUFACTURE SPECIFICATIONS
FOR SPECIFIC WIRING INSTRUCTIONS.
CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL WIRING MODIFICATIONS
REQUIRED BY CONTROL PANEL SUPPLIER.
GENERATOR
6" MIN.
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EXISTING GRADE . D
?I?=1?= = P . 18" MIN.
' i i =III=III=11 ? ,
6 MIL VISQUEEN ?4 RE-BAR
PERIMETER INSULATION 32 O.C.
1" POLYSTRENE 12°
' ? ° ° ° 2- ?4 RE-BAR CONT.
6" MIN. COMPACTED
STONE BASE
EMERGENCY GENERATOR PAD
N.T.S.

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oesicNEO.
oaawrv: LM
GER
caE?REo
MCW
SChLE:
N.T.S.
??<< ?I
15
?F z?
9
NOTE:
1.) CONTRACTOR SHALL CUT ANO CLEAR ALL TREES, SHRUBS, WOODLINE
AND OTHER VEGETATION AS NECESSARY. CLEARING LIMITS SHALL BE TO
D,O.T. RIGHT-OF-WAYS AND/OR ACQUIRED EASEMENTS.
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK.
?,
*? , °
°
6" THICK CABC STONE SITE AND DRIVE ?
PRO?OSED SCHOOL STREET PUMP° ATION
SEE SHEET 17 OF `23 FOR DET LS
? °
t ?\
`?
`\
?? ?
l
`PROPOSED YARD HYDRANT ?'
\ ?
28LF 2" P.E. SERVICE LINE W/ METER ?
? \
EXISTING 6" WATER MAIN
\ l
------ -
_ _?-
?-- -
SCHOOL STREET
6"X1 1/2" TAPPING
SADDLE
PROPOSED SILT FENCE PROPOSED GRADING CONTOURS
PROPOSED RIPRAP-SEE SHEET
22 OF 23 FOR DETAILS
° o o °
o a

STA 0+00 FM-5 PROPOSED VALVE VAULT
° SEE SHEET 17 OF 23 FOR DETAILS
PROPOSED CHAIN-LINK FENCE
- ?
SOLE PROPOSED EMERGENCY PUMP CONNECTION
SEE SHEET 20 OF 23 FOR DETAILS
ceeMicu GENERATOR STA 0+14.48 FM-5
"
FEeo Pan GATE VALVE
PROPOSED 6
STA 0+18.90 FM-5
®' ? PROPOSED 6" 9D' BEND
MAIN
°
PVC GRAVITY SEWER
34.55LF 8
WW V.V. ? PROPOSEO 6° D.LP. FORCE MAIN
0
45 0 0' STA 0+34.55 5-13 SANITARY SEWER MH ?79
? -. INVERT IN 421.45' INVERT OUT 421.35'

30LF 15" RCP CULVERT
? 135'O'0" INVERT IN 432.00' INVERT OUT 431.50'

? ??. ., -
C__ -- -
_ _ --
? - -- - _
_ _ --'--
'- -t
??
> \
? ? PROPOSED 20' DOUBLE SWING GATE
,, ? ?
PROPOSED 12' GRAVEL ACCESS DRIVE
? ` 90'49'34"
• PROPOSED POWER POLE WITH AREA LIGHT

__ ? ? ? -
?_ ? \? ? STA 0+87.27 FM-5
\ PROPOSED 6" 90' BEND
STA 0+78.45 5-13 30' R/W
SANITARY SEWER MH #80
? ` ? EXISTING GAS MAINS
\ \l
? ?
CONTRACT I CONTRACT II
?,
i) INSTALL MANHOLE ?80. 1) INSTALL WET WELL AND VALVE VAULT. ti?
2) INSTALL PVC SEWER MAIN ACROSS
SCHOOL STREET AND PATCH ROAD.
3) INSTALL MANHOLE #79.
4) INSTALL PVC FORCE MAIN FROM
F1RST 90 'BEND (STA 0+16.90)
SCHOOL STREET AND PATCH ROAD.
5) INSTALL SECOND 90 DEGREE BEND
AND FORCE MAIN TO MANHOLE #62.
6) RESPONSIBLE FOR TESTING ALL
MATERIAL INSTALLED.
2) INSTALL B" D.LP. SEWER MAIN FROM
WET WELL TD MANHOLE X79 (STA 0+34.55 S-13).
3) INSTALL 8" D.LP. FORCE MAIN FROM
VALVE VAULT UP TO & INCLUDING
FIRST 90' BEND (STA 0+18.90 FM-5).
4) RESPONSIBLE fOR TESTING ALL
MATERIAL INSTALLED.
PUMP STATION 5
SCALE: 1"=10"-0"
LEGEND
PROPOSED GRAVITY SEWER MAIN
- - - - - - PROPOSED SEWER FORCE MAIN
N PROPOSED GATE VALVE
• PROPOSED GRAVITY SEWER MANHOLE
PROPOSED SEWER PUMP STATION WET WELL
® (FOR DETAILS, SEE SHEET 17 OF 23)
PROPOSED SEWER PUMP STATION VALVE VAULT
(FOR DETAILS, SEE SHEET 17 OF 23)
© PROPOSED EMERGENCY PUMP CONNECTION
OF 23
)
(FOR DETAILS, SEE SHEET 20
GENERATOR PROPOSED STAND-BY GENERATOR
PROPOSED CONTROL PANEL RACK
(FOR DETAILS, SEE SHEET 18 OF 23)
PROPOSED AREA LIGHTING
(FOR DETAILS, SEE SHEET 18 OF 23)
°-"'"-'?""-'°""- ? EXISTING CONTOURS
PROPOSED CONTOURS

o EXISTING IRON ROD (E.I.R.)
0 NEW IRON ROD (N.LR.)
----------- - CLEARING LIMITS
- PROPERTY LINES

`?? EXISTING TREE LINE
TEMPORARY SEDIMENT TRAP
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DATE.
AUGUST, 2003
oescNEO.
DRAWN:
BMJ
CHECNEO.
MCW
SCALE:
1 =10
seEE1 Na.
16
23
6'-0" INSIDE DIA.
CONCRETE WET WELL
B" DIA. DJ.
INFLUENT PIPE
3-3" CONDUIT TO
CONTROL PANEL
CAST-IN NON-RADIAL OPENINGS W?FLEX 2-3/4" THREADED RODS 6'-0" INSIDE DIA. 3'-0" X 5-0" SINGLE LEAF ALUMINUM ODOR
CONNECTORS FOR DISCHARGE PIP ANCHORED TO PIPE FLANGES CONCRETE WET WELL W/ LOCKING HATCH CENTERED ON VALVE VAULT
5'-17"
6" 8 6 ? 4" WET WELL VENT
? 2'-3° i 10'-0° I SHORT RADIIUS 90'NFLANGED BENDS
L_
i?
I
? -
i?
I
CAST IN PLACE
POLYPROPYLENE
COVERED STEPS
6'-0" x 6'-0" I.D.) PRECAST
CONCRETE VAUL W/3" PVC DRAIN
W/FLAP VALVE IN WET WELL
2 uQUlo FLwo
GAUGES (TYP. OF 2)
r6" COUPLING (TYP.)
A
INTERIOR ALUMINUM FLOAT BRACKET
PUMP STATION
LOWER PLAN VIEW
N.T.S.
4" WET WELL VENT CLOSE RETURN BEND
OR SHORT RADIUS 9D' FLANGED BENDS l?
4" D.I. PIPE ?
CAST IN TOP SLAB
ELEV. 432.50 MSL
III-IIF?II?II-11k11 6" D.I. 90' BEND-?
3-3" CONDUIT
TO CONTROL PANEL
(NOT IN TRUE
SECTION
CAST IN PLACE
POLYPROPELYNE
COVERED STEPS
0
0
6" DIA. D.LP.
NFLUENT PIPE
INV. IN
ELEV. 421.20' MSL
HIGH WATER ALARM
ELEV. 416.50' MSL
LAG PUMP "ON"
ELEV. 418.00' MSL
LEAD PUMP "ON'
ELEV. 417.SD' MSl
iv
, ? . ..
6"
CONCRETE PIPE SUPPORT
W/ STEEL HOLD DOWN STRAP (1YP.)
? 6" 90' BEND
in
6" D.LP. FORCEMAIN
? ?.
6" 90' BEND
6" PLUG GATE VALVE
(TYPICAL OF 2)
6" SWING CHECK VALVE
(TYPICAL OF 2)
6" COUPLING
(TYPICAL OF 2)
6" SWING CHECK VALVE
(TYPICAL OF 2)
6" PLUG VALVE
(TYPICAL OF 2) (
GROUT BOTTOM OF
VAULT TO DRAIN
3" D.I.P. VAULT DRAIN
PIPE W/ FLAP VALVE 12" COMPACTED
STONE BEDDING
CONCRETE PIPE SUPPORTS W/
STEEL HOLD DOWN STRAPS (TYP.)
6" D.I. PIPE
STAINLESS STEEL WALL BRACKET FOR
DISCHARGE PIPE SUPPORT. MOUNT AS
PER MANUFACTURER'S SPECIFICATIONS
2" STAINLESS STEEL PIPE FOR
LIFT OUT RAIL ASSEMBLY
6'-0" INSIDE DIA.
CONCRETE WE7 WELL
2-SUBMERSIBLE NON-CLOG
SEWAGE PUMPS
ELEV. 416.50' MSL
?,.
GROUT FILLET
WEi WELL FLOOR ,\.:
ELEV. 414.50' MSL '??
N
PUMP STATION
SECTION VIEW "A-A"
N.T.S.
6°X4" REDUCING 90' BEND
9"
1'-6" :?
O
PUMP BASES SHALL BE FASTENED TO THE CONCRETE WET WELL
INVERT BY NO LESS THAN FOUR 3/4" STAINLESS STEEL BOLTS.
THE BOLTS SHALL BE THREADED INTO CONCRETE ANCHOR INSERTS,
WHICH HAVE BEEN CAST INTO THE INVERT, OR THREADED IN A
12" COMPACTED CAPSULE ANCHOR BY MOLLY, HILTI OR EQUAL. THE BOLT SHALL
STONE BEDDING HAVE A PULLOUT STRENGTH OF NO LESS THAN SOOD L85 AND
SHALL BE SUITABLE FOR VIBRATING EQUIPMENT.
? ?
3'-0" X 5'-0" SINGLE LEAF ALUMINUM DOOR
W/ LOCKING HATCH CENTERED ON WET WELL
PUMP STATION
UPPER PLAN VIEW
N.T.S.
PUMP STATION DESIGN CRITER
PUMP STATION DESIGN FLOW 200 GPM
PUMP CAPACITY 200 GPM
TOTAL DYNAMIC HEAD 50.00 FT
FORCE MAIN SIZE 6" PVC
FORCE MAIN LENGTH 500 FT
FORCE MAIN HIGH POIM 462.00 FT
VELOCITY AT PUMPING RATE 2.27 FPS
PUMP OFF TIME 46.97 MIN.
PUMP ON TIME D.53 MIN.
MINIMUM EFFICIENCY 54%
MAXIMUM HORSEPOWER 10 HP
MAXIMUM RPM'S 1780 RPM
ELECTRICAL SERVICE 3 PHASE
VOLTS 46DV
NOTES
1.) CONTRACTOR SHALL APPLY TWO COATS BITUMASTIC
COAL TAR EPOXY PAINT TO ALL D.I.P. PIPING, VALVES
HANDWHEELS, WET WELL WALLS AND VALVE VAULT.
2.) ALL ELECTRICAL WIRING SHALL BE DONE IN ACCORDANCE
WITH THE PLANS AND THE SPECIFICATION PROVIDED IN
THE CONTRACT DOCUMENTS.
3.) CONTRACTOR SHALL VERIFY LOCATION AND COMPOSITION
OF ALUMINUM ACCESS DOORS WITH THE ENGINEER
PRIOR TD FABRICATION.
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AUGUST, ',
OESIGNEO:
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N.T.S
SH?EI N0.
17
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? ?
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in in
0
/ 8'-D"X6'-0" (I.D.)
CONCRETE VAULT
UNISTRUT POST P1001 (TYP.)
AS REQUIRED CONNECTED BY STAINLESS STEEL
NUTS AND BOLTS PANEL SHALL INCLUDE AUTO-DIALER WITH BACKUP POWER SUPPLY
4. IN CASE OF MAIN POWER FAILURE. PANEL SHALL BE EQUIPPED
FOR QUICK TELEPHONE CABLE HOOKUP. CONTROL MANUFACTURE SHALL
VERIFY PRIOR TO FABRICATION ALL EQUIPMENT MANUFACTURES
TO BE INSTALLED.
6" MIN. (TYP.)
1/8" ALUMINUM TES TYPE 111
MEDIUM LIGHT
4" GALVANIZED ( DISTRIBUTION
MAIN PIPE (TYP.) ,
BOX
MAIN MANUA ? 120 V AREA
SERVICE TRANS. LIGHT 150 WATT
D1SC. SWITCH
4#4;1 #6G-2"C
STAINLESS STEEL ? 44;1#6G-2"C
U-BOLT & WASHER
W/ NEOPRENE GASKET
---?-1'-8" MAIN MANUAL MAIN
BOX Sw"" H spRUCCE
GENERATOR PLUG
WP,GF RECEPTACLE
FINISHED GRADE
i
- ?? ?? ? 1 4G. 1 4G.
I
h ??
b 3 4x10 GROUND ROD
/ 210-3/4"C
- I _, = q?- ¢_2^C
? #
3/4"z10' GROUND ROD
3/4" CONDUIT FOR AREA LIGHT 1#,
2" CONDUIT FOR POWER 3/4" CONDUIT FOR GROUND 3 4"x10' GROUND ROD
3/4" CONDUIT FOR GROUND 3/4" CONDUIT FOR TELEPHONE SERVICE /
3-3" CONDUIT FROM WETWELL (TYP.)
INSTALL CONDUIT SEAL BETWEEN
WETWELL / JUNCTION AND
JUNCTION / CONTROL PANAL JUNCTION BOX SHALL BE STAINLESS
STEEL AND SECURED TO UNISTRUT WITH
ELECTRIC EQUIPMENT SUPPORT STRUCTURE ALLICONDUITTLEGS SHALLNALSOLBE
NTS SECURED TO UNISTRUT BY STAINLESS
STEEL U-BOLTS.
SHOWN WITH OUTER DOOR REMOVED
DEADFRONT HAS HOLD OPEN FEATURE
ALARM
LIGHT DRIP SHETLD
0 c
HORN
36"
°6T ?Y ??
?7^ C7^
® " ?6 ]6 ?i 1B

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A?SET A?SET

ALUMINUM DEADFRONT ALUMINUM DEADFRONT

DUPLEX
RECEPTACLE GENERATOR
PLUG
an "
PANEL LAYOUT
??
NAMEPLATE LEGEND
1 - PUMP 1 MOISTURE FAULT
2 - PUMP 2 MOISTURE FAULT
3 - PUMP 1 OVERTEMP/OVERLOAD
4 - PUMP 2 OVERTEMP/OVERLOAD
5 - PUMP 1 RUN
6 - PUMP 2 RUN
7 - HAND OFF AUTO
8 - CONTROL POWER ON
9 - HIGH LEVEL
10 - ALARM TEST
11 - HORN SILENCE
12 - CONTROL
13 - RECEP.
14 - CHARGER/ DIALER
15 - TRANSFORMER
i6 - PUMP 1
17-PUMP2
18 - MAIN
25' TREATED WOOD POLE
AREA LIGHT SERVICE POLE TO
BE SUPPLIED BY CONTRACTOR.
CONTRACTOR SHALL COORDINATE
FOR AREA LIGHT INSTALLATION.
W/ OWNER
`?...
s
?. .
METER
SERVICE BY PROGRESS ENERGY
CONTROL PANEL - WIRING DIAGRAM
MS
CONTRACTOR SHALL SEE CONTROL
PANEL MANUFACTURE SPECIFICATIONS
FOR SPECIFIC WIRING INSTRUCTIONS.
CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL WIRING MODIFICATIONS
REQUIRED BY CONTROL PANEL SUPPLIER.
PORTABLE GENERATOR
N.T.S.
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DATE
AUGUST, 2003
NESICNEO:
oAnwN: LM
GER
ChECNEO.
MCW
SG4LE.
N.T.S.
s??EET No.
18
NF; 23
? 18.12"
4
6.3"
,;.4,,,
6.00"
3.00"
os"
3/8" CLEARANCE HOLE,
11/64" WIDE SLOT
WALL MOUNT BRACKET
SUBMERGED PROBE FLOW METER
N.T.S.
01 (TYP.)
NLESS STEAL
X 36" X 12"
1A 3R LDCKABLE BOX FOR
ER VAULT CONTROLS
SS STEEL
T & WASHER
OPRENE GASKET
3.8"
2.8"
GROUND ELEVATION
B" PVC FORCE MAIN
FROM EFFLUENT PUMP STATION
FRP LADDER
1'-10"
3'-0"
PROPOSED 8" MAGNETIC FLOW METER
6'X6' CONCRETE SLAB ANCHOR BRKT 4 PLACES
(4-1/2 EXPANSION
1'-5 3/8" (TYP.) ANCHORS T-304 S/S)
NOTE: HINGED COVER IS NOT SHOWN
THIS VIEW FOR CLARITY
SEE DETAILED SPECIFICATIONS
i? _ ??i
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II II
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II II

FLOW
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- 2" THREADER TAPS y U om
Z h o a
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INSTALL TAPS AT AN
ACCESSIBLE LOCATION p h .,2 ? o
H m ??
4' ID MANHOLE Q
WITH HINGED COVER W ? ? ? a "
?
& LOCKABLE HASP ? io ?,
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6'-O"
FLOW
.._. ....
CONDUIT FROM CONTROL PANAL
/4" CONDUIT FROM METER VAUL7 6 6'-0"
1/2 FOAM PAD PROVIDED PIPE SUPPORT-
NOTES:
1. THE MATERIAL IS FRP (FIBERGLASS REINFORCED POLYESTER).
2. NEOPRENE BOOTS ARE SECURED WITH STAINLESS STEEL BANDS.
3. THE MANHOLE BARREL IS 1/2" (MINIMUM) THICKNESS.
4. ALL HARDWARE IS TYPE 304 STAINLESS STEEL.
ELECTRIC EQUIPMENT SUPPORT STRUCTURE
N T.S.
6"
r'? 6'X6' CONCRETE SLAB
#4 REBAR 10" O.C. E.W.
8" MAG METER MANHOLE
N r.s.
Z
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AUGUST, 2003
DESIGNED:
LM
oa?wN:
GER
cNECKEO:
MCW
SG4LE
As sHOwN
GHEEf NG,
19
23
or:
8.7"
FLOW TRANSMITTER
N r.s.
NOTE:
ALL RECORDING DEVICES FOR MAG METER
SHALL BE INSTALLED ON CONTROL PANAL.
N0. 4 BARE CU GROUND WIRE, WEAVE THRU
FENCE FABRIC AND CONNECT TO TOP STRAND
OF BARBED WIRE, FLEXIBLE COPPER STRAP,
AND GROUND ROD. (TYP. BOTH SIDES OF GATE)
DOUBLE SWING GATE ?
FLEXIBLE CU STRAP
TO BE ATTACHED TO
GATE FRAME (TYPICAL)
7'
BOLTING PLAN
VARIES (24" - 36")
AS NEEDED
S.Sn. CHAIN
CABLE
1/4" ssn.
_..a.?
PRIVACY SLATS W/ WINGS
SEE DETAIL SPECS.
3 STRANDS, 4 POINT
BARB WIRE (TYPICAL) ?- r,'?
l
N ???
...",,.
6'?'F' S >'? (BAR 2"
? ?j ?
- - - - - -
,
„ OILED o
N0. 7 C
I
":?
5/B DIA.-10 LONG SOLID I ?• 10' a^ I TRUSS RODS "
ER CLAD STEEL GROUND 4" GATE SPRING
COPP ° Pi, `• .°'I 3 8" MIN. TYP. ? °?
ROD DRIVEN FLUSH INTO POST (TYP.) / ( ) REINFORCING
I I ? E _
GROUND TYPICAL U ,_?` WIR
a 2'-0° N0. 4 BARE CU GROUND a 2 0" 4" CORNER _
2" LINE L?
WIRE BURIED AND ATTACHED POST (TYP.) POST (TYP.)
TO BOTH GROUND RODS
20'-0" 12'-6" 12'-6"
'CHAIN LINK FENCE AND DOUBLE SWING GAT
6
N.T.S.
3" MPT QUICK
DISCONNECT
EMERGENCY ? 4"x3" REDUCER
PUMP CONNECTION
O
N
18"x18"x4" THICK
CONCRETE PAD FLG. X P.E.
CAST IN PLACE D.I. CL 51
4" PLUG VALVE
4" 45' BEND
WYE ?, 4" D.I.P.
MEGA- ?4" 90' BEND W/ MEGA-LUGS
MEGA- LUGS
LUGS ALL VALVES SHALL
BE PLACED ON AN
PROPOSED 80LB BAG OF SACRETE
FORCE MAIN
EMERGENCY PUMP CONNECTION
N.T.S.
D-L WINCH
ASSEMBLY ] SAFETY
HOOK
TENSION WIRE
J CHAIN LINK
I FABRIC TYPICAL
NE
STATIC
LOOP
21'-3"
I 20'
15'-D"
7'-6"
E pWpV SLOPE 1/4" PER 1'
SLOP
-1
(ICORNER i I?IlUl-11111?iimr-iiul
?IPOST IIIIILIIIIII
4'-D"
COMPACTED SUBGRADE
NOTES:
1.) REMOVE TOPSOIL PRIOR TO
SUBGRADE COMPACTION
?I 2.) THE SEWER PUMP STATION SITE
SHALL HAVE 6" COMPACTED CABC GRAVEL DRIVE
INSIDE THE FENCED-IN AREA
N.T.S.
1'-9" 12
Y' 23" '1
5'
HEAD ASSEMBLY
MAST ASSEMBLY
? STAINLESS
STEEL TUBE
DAVIT 55" MIN. ? o
LIFTING 10"X10"
HEIGHT
?®
1.D. TO FIT
?- MAST O.D.
STAINLESS 3/8" BASE
STEEL TUBE 8 pLA?
MAST ?
WEEP HOLE
FLOOR MOUNTED
STAINLESS STEEL
SOCKET

MODEL
N0. MAST
DIA. LOAD
(MIN.) UNIT
WEIGHT
3 1 ?2° 1,000 LBS 88 LBS.
STAINLESS STEEL PORTABLE HOIST
N.T.S.
?---}_
15"
?-
2 TON CAP.
(ELECTRIC HOIST
NOTE:
(SEE SHOP DRAWINGS)
ANCHOR
6" COMPACTED CABC
J EXISTING GRADE-OR AS
I (INDICATED ON PLANS
S\\IOPe AWAY
r?
BOLTS
60'
7'
?;L...'M: A'
??•` ??
??' r1 :.,?. .:.
:ti'? ".eta; ::f':' ,.,'.,.F, ?w.a
-'i.. ti.. i` 160 •}.:'}.;,??
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;. .
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ELEVATION PLAN
1
N.T.S.
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AUGUST, 2003
GESIGNEP
NNAWN
GER
ceecKeo,
MCW
SCALE'.
N.T.S.
SNEEI NG
20
0
U
Z_
f
M
6" MIN.
z
i?
PIPE
ZONE
O
z
n
PIPE
ZONE
SELECT BACKFILL COMPACTED TO 98?
DENSITY PLACED IN 6' LIFTS UNDER
ROADS AND 12" LIFTS COMPACTED TO
907, DENSITY ELSEWHERE
SELECT
BACKFILL
AS NON-SHRINK
GROUT
REpUIRED
W
11=? z III-I I N I I-1 I I GRAVITY ? I ?_ ?
a? ?=I?? SEWER VI=II
IIII I?III?? 3 i
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-???=????=??=III=??- ??=???=
IIII I1? I I-1 I I-III-1 I I-III- I I I-I I
UNDISTURBED EARTH
BENCHED TRENCH
FOR GRAVITY & FORCE MAIN
MIN. EXCAVATED ? ?? ??-??????
TRENCH WIDTH
PIPE WIDTH + 12" ? FINAL
IIII BACKFILL
I I-
IIII
PIPE ? INITIAL BACKFILL
WIDTH III 6" ABOVE PIPE ~
F ?
w
I ?
4" MINIMUM m
PIPE III BEDDING UNDER w
I? BETHLEHEM STD. SHEET
III PIPE AND CONTINUE ? PILING, PZ-27 OR GREATER
II TO TOP OF PIPE ?
PVC PIPE TRENCH
N r.s.
1 MIN. EXCAVATED L-°? ??°1-°?-
jl TRENCH WIDTH IIII
1 PIPE WIDTH + 12" ? FINAL
? I
1 I? BACKFILL
? IF
3 ?
I PIPE IIII
WIDTH 1=
IIII z
w
IIII INITIAL BACKFILL o
?l II 1' ABOVE PIP ?
? E
it PIPE IIII w
I I- a
III a
?,;, 4" BEDDING
i
DI PIPE TRENCH
r.s.
RUBBER BOOT WITH
STAINLESS STEEL CLAMP
CAST OR CORE DRILL HOLE
PER MFR. REQUIREMENTS
30D0 PSI CONCRETE
....
• PIPE DIAMETER
. ' ` AND MATERIAL VARIES
? ,.
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.. '" ?L ? t. '.?
A
' ?yY?;rj?-X'?.
.:?; ? a
'- : ?'.
?,.,;
_ , .' ?:
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CONNECTOR
CONCRETE WALL
N.T.S.
8'
FLOW
UNDISTURBED EARTH
_??
111111=" =11111
111111
UNDISTURBED EARTH ELEVATION
?LAN_
NOTE: THRUST BLOCK SIZE DETERMINED BY SMALLEST DIA. OF TEE
DIM. PIPE SIZE (INCHES)
?? INCFI6S) p 4 6 8 10 12 14 16 18 20 24
A 1.6 1.9 2.8 3.8 4.7 5.9 6.6 7.5 8.5 9.4 11.2
TS 6"X6'X3 8" (A-36)
GER ® T .C.
ALERS: W10 X 60 (A-36)
R LARGER
PROPOSED 48" RCP
STORM SEWER
WALERS: W10 X 60 (A-36)
OR LARGER
0
DEMOLISH AND REPLACE EXISTING
CURB AND GUTTER AS NEEDED
-5
STRUTS: TS 6"X6"X3/8" (A-3fi)
OR LARGER ® T O.C.
-10
PROPOSED 48" RCP
STORM SEWER
-15
'oq,o'
I,.?.;;:
-20
-25
TRENCH SHORING
N.r.s
THRUST BLOCK FOR WATER MAIN BENDS
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AUGUST, 20D3
oESicNEO:
DRAWN.
GER
ce_ckeo:
MCW
scnu
N.T.S.
SHEET V0
.
21
or 23
BETHLEHEM STD. SHEET
PILING, PZ-27 OR GREATER
EXISTING SANITARY
SEWER MAIN
THRUST BLOCK FOR TEES
N.T.S.
A
UNDISTURBED EARTH
,,,.,.,.,TURBED ?.,.,,,
ELEVATION
?LA?L
NOTE: THRUST BLOCKS SHALL BE CONSTRUCTED OF 2000 P.S.I. CONCRETE
TABLE "A" DIMENSIONS (IN FEED
PIPE SIZE (NOM. DiA. IN INCHES)
BEND 2 4 6 8 10 12 i6 18 20 24
90' 1.5 1.9 2.8 3.8 4.7 5.9 7.5 8.5 9.4 11.2
45' 1.0 1.4 2.1 2.8 3.5 4.3 5.5 6.2 6.9 8.3
22 1/2' 0.8 1.0 1.5 2.0 25 3.1 4.0 4.5 4.9 5.7
11 i/4' 0.8 10 1.1 1.5 1.8 2.2 2.2 3.2 3.6 4.4
18"x 18"x6" THICK
CONCRETE PAD
CAST IN PLACE
r-1/2°
SNAP-L(
LID
PLASTIC LID W/ IRON
READER SHALL HAVE
THE WORDS "WATER
METER" CAST INTO LID
EADER
COVER SNAP-IN
LOCKING RECESS
?'< ,5h IRON READER SHALL
??• BE COATED W/ BLACK
BITUMINOUS FINISH
WEIGHT:
COVER - 10 1/2 LBS
BODY - 23 LBS
TYPICAL JUMBO METER BOX
N.T.S.
????? CAST IRON
VALVE BOX
2" SQUARE
OPERATOR NUT
_ ? J MECHANICAL JOINT
_ / (GATE VALVE

_
i
CAST IRON
NOTE: READER LID
ALL GATE VALVES SHALL BALL VALVE
BE PLACED ON AN BD LB. (TYp.)
BAG OF SACRETE.
GATE VALVE ASSEMBLY "

N T 5 2
WATERI
SERVICE I
3'-6"
I
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PLAN VIEW
I2' REDUCED PRESSURE
/ IBACKFLOW PREVENTER
o
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TIE TO TIE TO
METER YARD HYDRANT
SECTION VIEW
REDUCED PRESSURE BACKFLOW PREVENTER (RPBP)
N.T.S.
5" SCH. 40 STEEL PIPE
WITH EPOXY COATING
RUST-OLEUM 9335 ABOVE GRADE
9578 BELOW - 9373 PRJMER
EXTEND VENT 1'-0" ABOVE
10D YEAR FLOOD LINE.
6°
GRADE 1/4" MESH SCREEN
1/4" X 2" STAINLESS
STEEL STRAPS
2'-0" O.C. FROM BASE
2- 3/4" X 3" S.S. ANCHOR
80LT5 PER STRAP
BRONZE
DOUBLE STRAP
SERVICE SADDLE
EXISTING 6" OR 8" PVC
WATER MAIN
2"X2"X2" CONCRETE ANCHOR
i'.
`. +,
VENTED MANHOLE
N.T.S.
1
`: _ _j
(LENGTH AS REQUIRED)
ESTATE ROAD
1-1/2" WATER
SERVICE LINE
6" X 7-1/2" BRONZE
GROUND KEY
CORPORATION STOP

VACUUM BREAKER
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SET BOX ON 6" THICK
WASHED STONE BASE

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N.T.S. ° ?'
EROSION AND SEDIMENT CONTROL NOTES:
1. UNLESS OTHERWISE INDICATED, ALL VEGETATION AND STRUCTURAL EROSION AND
SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING
TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE EROSION & SEDIMENT CONTROL
PLANNING & DESIGN MANUAL & ACCORDING TO THE SPECIFICATIONS.
2. ALL HARD SURFACE PUBLIC ROADS SHALL BE CLEAN AT THE END OF EACH WORK
DAY. PROVIDE TEMPORARY CONSTRUCTION ENTRANCES AT THE LOCATIONS SHOWN
ON THE PLANS OR AS OTHERWISE NECESSARY.
3. THE LOCATION OF ALL EROSION AND SEDIMENT CONTROL MEASURES ARE APPROXIMATE.
THESE DEVICES SHALL BE LOCATED TO ACHIEVE MAXIMUM BENEFIT. IF DURING
CONSTRUCTION THESE DEVICES ARE NOT SUFFICIENT TO ADEQUATELY CONTROL
EROSION AND SEDIMENTATION. ADDITIONAL EROSION CONTROL DEVICES SHAH BE
INSTALLED AS DIRECTED BY THE ENGINEER.
4. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED
AND DISPOSED OF WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION.
5. CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO PREVENT SEDIMENT (GENERATED
BY CONSTRUCTION OR EROSION) FROM ENTERING STREAMS. CONSTRUCTION VEHICLES
WILL NOT BE ALLOWED IN FLOWING STREAM CHANNELS OR TO DAMAGE THEIR BANKS.
TEMPORARY STREAM CROSSINGS SHALL BE INSTALLED IN ALL FLOWING STREAMS WHICH
WILL HAVE CONSTRUCTION TRAFFIC CROSSING THEM.
6. STOCKPILING OF EXCESS MATERIALS IN WETLAND AREAS IS NOT ALLOWED.
7. IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED
AFTER EACH RAINFALL OR WEEKLY, WHICHEVER IS MORE FREQUENT (AT LEAST DAILY
DURING PERIODS OF PROLONGED RAINFALL). CONTRACTOR SHALL CLEAN AND REPAIR
ACCORDINGLY.
ALL EXPOSED GROUND SURFACES THAT HAVE BEEN DISTURBED DURING CONSTRUCTION SHALL BE
SEEDED IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS:
A) PREPARATION OF THE SOIL: THE SOIL SHALL BE LOOSENED AND MIXED TO A DEPTH OF
FOUR INCHES (4"). SUITABLE EQUIPMENT MEETING THE APPROVAL OF THE ENGINEER
SHALL BE USED. THIS OPERATION SHALL BE ACCOMPLISHED BY CUTTING ON ONE FOOT (1')
CENTERS PARALLEL TO THE CONTOUR OF THE SLOPE.
B) SOIL IMPROVEMENTS: LIME SHALL BE APPLIED AT THE RATE 2 TONS PER ACRE.
20-10-20 COMMERCIAL FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 LBS. PER ACRE
AND WELL WORKED INTO THE TOP INCH OF THE TOP SOIL.
C) SEED MIXTURE AND SOWING THE SEED. THE FOLLOWING SEED MIXTURE SHALL BE
USED:
POUNDS OF SEED PER ACRE
K-31 PENSACOIA KOBE
DATES FESCUE CENTIPEDE BAHIA GRASS LESPEDEZA
SEPT. 1-APR. 30 75 5 50 -
MAY 1-AUG. 31 75 5 50 10
D) MULCHING AND ASPHALT-TIE DOWN: ALL SEEDED AREAS WILL BE MULCHED WITH 1-
1 1/2 TONS SMALL GRAIN STRAW SPREAD UNIFORMLY, APPROXIMATELY 1/4 OF GROUND
SHOULD BE VISIBLE TO AVOID SMOTHERING SEEDLINGS. ASPHALT EMULSIONS SHALL BE
USED TO ANCHOR THE STRAW APPLIED AT 150 GALLON PER TON OF STRAW. (ALTERNATE
METHODS MAY BE USED, AFTER APPROVAL BY THE ENGINEER.)
E) MAINTENANCE: MAINTENANCE SHALL CONTINUE UNTIL TURF IS ESTABLISHED.
F) GUARANTEE: THE CONTRACTOR SHALL GUARANTEE A LIVE AND VIGOROUS STAND OF
PERMANENT GRASS AT THE TIME OF ACCEPTANCE OF THE WORK CONSISTING OF BOR
COVERAGE MINIMUM FOR SEEDED GRASS WITH NO BARE SPOTS GREATER THAN 5 SQUARE
FEET.
3
MAX. 1 LINING
DEPTH
NON-WOVEN
GEOSYNTHETIC 0'
FILTER FABRIC t'--'1 RIPRAP SIZE
AND THICKNESS VARIES
SEE CHART BELOW
NOTE: CLASS A RIPRAP SHALL BE 9" THICK.
CLASS B RIPRAP SHALL BE 23" THICK.
CLASS I RIPRAP SHALL BE 24" THICK.
CLASS 11 RIPRAP SHALL BE 27" THICK.
RIPRAP SWALE
3
MAX. 1 LINING
EXCELSIOR MAT 2' DEPTH
OVERLAP AT SEAMS
STAPLES 2' D.C. I „? I
BOTH DIRECTIONS
NOTE: PREPARE, SEED, AND INSTALL SOIL EROSION CONTROL
BLANKET ON DISTURBED AREA OF DITCH.
EXCELSIOR WAT SWALE
6" MIN. FlLL FABRIC W/ TOPSOIL
AND SEED & MULCH
3
3 1/2" ? ? 1 r=-
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0" PREPARE
AS SPECIFIED
NOTE:
OVERLAP SHALL BE 2° MIN.
AND BE LAID WITH OVERLAP
OCCURING ON DOWNSLOPE.
"ENKA-MAT" SWALE
AJ BURY THE TOP OF T HE MATTING STRIPS
IN A TRENCH 6" OR MORE IN DEPTH.
B.) TAMP THE TRENCH FULL OF SOIL SECURE WFDI
STAPLES EVERY 12" ACROSS THE TOP AND
EVERY 3' AROUND THE EDGES AND BOTTOM.
C.) OVERLAP
BURY UPPER END DF LOWER
STRIP AS IN 'A' AND 'B'. OVERLAP
END OF TOP STRIP iB" AND
STAPLE EVERY 12" JUST
BELOW THE ANCHOR SLOT.
DJ EROSION STOP FOLD
OF MATTING BURIED
IN SLIT TRENCH AND
TAMPED. DOUBLE ROW
OF STAPLES.
EI
FILTER FABRIC WITH
WIRE FENCING
4"x4" TRENCH BACKFILLED
AND COMPACTED AFTER
GEOTEXTILE FABRIC INSTALLED
STEEL TEE-POSTS SPACED
AT 8 FT. WITH WIRE
FENCING
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EXTEND FABRIC AND
WIRE INTO TRENCH
TEMPORARY SILT FENCE DETAIL
N.T.S.
NOTES:
1. SILT FENCES SHALL BE INSTALLED AS SHOWN
ON THE PLANS OR WHERE DIRECTED BY THE
ENGINEER TO CONTROL EROSION.
2. REMOVE SEDIMENT PERIODICALLY. REPAIR ANY
UNDERMINING IMMEDIATELY.
„y TYPICAL STAPLES
y y ?8 GAUGE WIRE
y ? o
F.) PRESS ENDS OF MATTING 4" INTO THE SOIL
AROUND STRUCTURES AND STAPLE SECURELY.
8.5'
PIPE
io
C
EXISTING
ROAD-SIDE
SWALE
ExISTINC DITCH
CLASS ARIP-RAP VARIES
NOTE:
IF PIPE DISCHARGES INTO ROADSIDE SWALE,
RIPRAP SHALL ALIGN WITH SPECIFIED SWALE.
OUTLET PROTECTION DETAIL
Nrs.
PIPE OUTLET
WHERE 2 STRIPS OF NET ARE LAID
SIDE BY SIDE, THE ADJACENT EDGES
SHOULD BE OVERLAPPED 3" AND
STAPLED TOGETHER. EACH STRIP OF
NETTING SHOULD ALSO BE STAPLED
DOWN THE CENTER EVERY 3'. DO NOT
_ MAINTENANCE STRETCH WHEN APPLYING STAPLES
FLOW ? INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION
? ? y" DISLOCATION, OR FAILURE. WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF
_ _ _ __? WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE
i-iTi-iTr_iTi-iTi-ii INSPECTIONS UNTIL VEGETATION 1S FIRMLY ESTABLISHED.
BIETENSTALLED UNDER DETAILS FOR STABILIZING SWALES
ALL RIP-RAP
SWALE SCHEDULE
SWALE N0. FROM STATION TO STATION LENGTH SLOPE LINING MATERIAL
SEE SPECIFIC TIONS
4" CORAGATED PERFORATED
PLASTIC PIPE TDE DRAIN
5' LONG X 'WEIR L" WIDE
RIPRAP VELOCITY
DISSIPATOR
57 WASHED STONE 5? MIN
TO 12" THICKNESS m
0
SIZE AS INDICATED ? ?
x
a ti
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LENGTH
DESIGN
SETTLED TOP
2:1 SIDE SLOPE MAX.
?.-- 21" MIN.
FLTER FABRIC
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WIDTH ?
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N.T.S.
TEMPO RARY SEDIMENT TRAP SCHEDULE
TRAP N0. LENGTH WIDTH DEPTH WEIR LENGTH
S E PECIFIC TICNS
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SCALE.
N.T.S.
sHECr No.
23
of
TOWN
SANITARY
OF STEM
SEWER SYSTEM
CONTRACT I
GRANVILLE COUNTY, NORTH
,:
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Mayor
Commissioner
Commissioner
Commissioner
Commissioner
Commissioner
Clerk
Attorney
- Al Brinkley
- Ethel 0. Blalock
- Robert Oliver
- Joseph W. Gooch
- Lonnie Cole
- Carolyn Fuller
- James E. Cross Jr.
? HOBBS, UPCHURCH & ASSOCIATES, P.A.
CONSULTING ENGINEERS, SURVEYORS & LAND PLANNERS
SOUTHERN PINES, NORTH CAROLINA 28387
MAR r 8 ?ooc
CAROLINA
a?. COMMISSIONERS
o''js- Jack Day

LEGEND ? W
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PROPOSED SANITARY SEWER MAIN ? ,", m m

? PROPOSED MANHOLE g
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- - - - - - PROPOSED SEWER FORCE MAIN H ,y?, '
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H

® PROPOSED DOUBLE CHECK VALVE
PROPOSED AIR RELEASE VALVE ??
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AUGUST, 200J
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AS SHOWN
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? 2
N.T.S.
a 36
GENERAL NOTES;
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO., TELEPHONE CO.,
AND THE WATER DEPARTMENT FOR THE EXACT LOCATION OF ALL UNDERGROUND
MAINS, CABLES, OR ONES BEFORE CONSTRUCTION BEGINS.
2.) PIPE SEPARATION -THE FOLLOWING MINIMUM PIPE SEPARATION WILL BE
MAINTAINED: 12 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF SANITARY
SEWER AND STORM SEWERS, 16 INCHES VERTICAL SEPARATION BETWEEN
CROSSING OF SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND
10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER (INCLUDING FORCE
MAINS) AND WATER MAINS. IF THESE SEPARATIONS CANNOT BE MAINTAINED,
DUCTILE IRON PIPE SHALL USED 10 FEET EITHER SIDE OF CROSSING AND ALONG
ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL FEET FROM WATER MAINS.
THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE ENGINEER IN THE FIELD
BEFORE PAYMENT WILL BE MADE AT DUCTILE IRON PRICES.
3.) CONTRACTOR SHALL CLEAR & GRUB ALL TREES, SHRUBS, WOODLINE AND
OTHER VEGETATION AS NECESSARY. CLEARING LIMffS SHALL BE TO D.O.T. RIGHT-OF-
WAYS AND/OR ACQUIRED EASEMENTS.
4.) CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF NORFOLK SOUTHERN
RAILROAD'S NSCE-8 SPECIFlCATIONS.
5.) CONTRACTOR SHALL CONTACT.PSNC ENERGY ®919-596-7425 A MINIMUM OF
48 HOURS BEFORE CROSSING THE TRANSMISSION GAS MAINS.
6.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL
EXISTING WATER SERVICE CONNECTIONS DURING CONSTRUCTION. ANY DAMAGE
WHICH OCCURS AS A RESULT OF SEWER CONSTRUCTION SHALL BE REPAIRED
AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT OF A TEMPORARY
SERVCE INTERRUPTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
OWNER AND BEGIN REPAIRS.
7J ALL WORK PERFORMED WITHIN NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
RIGHTS-OF-WAY SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE NCDOT
CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL
OR TO THE MANUAL OR UNIFORM TRAFFIC CONTROL DEVICES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR PERFORMING THE WORK AND ADHERING TO THE
RIGHT-OF-WAY ENCROACHMENT CONTRACT SPECIAL PROVISIONS.
8. THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT IN A WORKMANLIKE MANNER.
THE CONTRACTOR IS RESPONSIBLE FOR 1HE REMOVAL AND DISPOSAL OF THE
EXISTING ASPHALT. FOLLOWING THE INSTALLATION OF THE SEWER LINE AND
ACCEPTABLE COMPACTION OF BACKFlLI, THE CONTRACTOR SHALL INSTALL
6-INCHES OF COMPACTED AGGREGATE BASE WITHIN THE TRENCHES AND SEWER
LATERALS IN THE EXISTING STREET. THE CONTRACTOR SHALL INCLUDE THE COST
COST OF SAWCUTTING, REMONNG AND DISPOSING OF EXISTING ASPHALT IN THE
UNIT PRICE OF ASPHALT REPLACEMENT IN THE SCHEDULE OF BID ITEMS.
PAVING SHALL OCCUR WITHIN 5 DAYS OF THE INSTALLATION, BUT NOT UNTIL
UNTIL THE SUBGRADE HAS BEEN PROPERLY BACKFILLED AND COMPACTED.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE OWNER TO
ACCURATELY DETERMINE THE LOCATION OF EXISTING WATER MAINS AND SEWER
LINES WITHIN THE PROJECT AREA. THE CONTRACTOR SHALL TAKE ADDI110NAL
CAUTION IN EXCAVATING AROUND THE SERVCE LINES AND MAINS WHILE WORKING
'M1HIN THIS PROJECT. ANY DAMAGE TO THE MAINS OR SERVICE LINES SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR.
10. THE CONTRACTOR SHALL REMOVE AND REPLACE EXISTING CULVERTS AND DRAINAGE
STRUCTURES AS NECESSARY DURING THE CONSTRUCTION OF THE SEWER LINES.
ANY DAMAGED CULVERTS SHALL BE REPLACED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER. SPECIAL CIRCUMSTANCES (I.E. UNREINFORCED
CONCRETE PIPE) SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
IMMEDIATELY IN ORDER TO RECEIVE ANY NECESSARY REIMBURSEMENT.
11. THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS INDICATING THE ACTUAL
AS-BUILT CONDITION OF THE PROJECT AT COMPLETION. AS-BUILTS WILL BE
FURNISHED AT OR PRIOR TO FINAL INSPECTION BY THE ENGINEER. MARK-UP
COPIES OF THE DRAWINGS INDICATING ALL DIMENSIONS AND ELEVATIONS ARE
ACCEPTABLE AS AS-BUILT DRAWINGS.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF
ANY POWER POLES OR OTHER EXISTING UTILITIES WITH THE ELECTRICAL AND/OR
TELEPHONE COMPANY PRIOR TO BEGINNING CONSTRUCTION.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT
IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR
SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER IRAN THAI
WHAT IS NOTED ON DRAWINGS.
INDEX OF SHEETS
SHEET N0. STATIONS AND LINE NUMBERS
1 COVER SHEET
2 LAYOUT MAP
3 SHEET INDEX A ND NOTES
4 PLAN & PROFI LE LINE S-1
5 - - -
6 PL AN & PROFI LE LINE S-4
7 LAN & PRO I LE LINE S-4, S-5
8 P LAN k PROF LE LINE S-6
9 PL AN & PROFI LE LINE S-6
10 LAN & PRO I LE LINE S-7
11 P LAN & PRO I LE LIN S-7, S-8. S-BA
12 P LAN & PROF LE LINE S-9
13 P LAN & PROFI LE LINE S-9
14 P LAN & OFI LE LINE S-9A, S-t0A
15 LAN & I LIN -98
16 P LAN k PROFI LE LINE S-10
17 P LAN & PROFI LE LINE 5-11
P LAN do PROFI LE LINE -12
19 P PROFI IN -13
20 P LAN & PROFI LE LINE S-13
21 P N I IN -14
22 P IN -1
23
24 P & PROFI LE LINE 5-16
25 P LAN k PROFI LE LINE FM-1

27 -
28
29 P LAN & PROFI LE LINE FM-2 FM-3
30 -
31 M ISCELLANEOU S DETAILS
32 M ISCELLANEOU S DETALS
33 M ISCELLANEOU S DETAILS
34 M ISCELLANEOU S DETAILS
35 E ROSION CONT ROL DETAILS
36 E ROSION CONT ROL DETAILS
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NOTE:
1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT
IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR
SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN THAT
WHAT IS NOTED ON DRAWINGS.
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK
r - o
Ipt_5Fj HOUSE
1 EXISTING
124" RCP
S-6 MH N5 PROPOSED 8" PVC
STA j+87.37 S-1 l SANITARY SEWER i �1
STA 0+00.00 S-6 - - -
PROPOSED 8" PVC --
SANITARY SEWER
HcusJ FRANKLIN ST. - 179.41'23'-
(HOU�T - RM 324.20' 273.88' t
I -_ - OPEN CUT & OVERLAY 81' S-1 -- _ _ S-1
EXISTING ASPHALT ROAD FM -2 _-- -' `_ _ FM -2
OPEN CUT & OVERLAY 87' = - - - - -- - -- - �tMH
REMOVE 179'39'14" EXISTING ASPHALT ROAD
EXISTING FENCE If6
TEMPORARY SEDIMENT RAP /1 A 11+11.57 S-1
CLEAR AND GRUB ----- - - • - , MH f�3 SEE DETAIL SHEET 35I OF 36 Q
t139*20" AS NECESSARY -- _-- �; STA 6+36.51 S-1 PROPOSED 6" PVC FORCEMAIN (FM -2) n
FRANKLIN ST. TO BE LAID IN SAME TRENCH AS a N
_ i �� 174'50' 11 " O GRAVITY SEWER MAIN o -
376.05' / / 229.26' i/r' \ m S
-r� PROPOSED J MH #2 �S � MH ##4C1220' EASEMENT STA 4+07.25 S-1 126'3'7" �` �aSTA 7+12.17 S-1 ACCESS THIS HOUSE y%PROPOSED 6" PVC FORCEMAIN (FM -2) TO BE FROM ALLISON ST.QH1 LAID IN SAME TRENCH AS GRAVITY S ER MAIN 1 f oZf W31.21'TA 0+31.21 S-1
PROPOSED 2" P.E. 148'25'14" I EXISTING Q. Z � E
SERVICE MAIN 1 1 24" RCP
I TSTA 0+00.00 S-1 PROPOSED 174'50'11" ' I LINE S-1
--j FRANKLIN ST. PUMP STATION '� v
I SEE CONTRACT II FOR DETAILS t
MH #5 lll\ N o
LINE S-1 STA 0+00.00 S-6 �. y
- 2 0
460
i
- -
: I. 455
LEGEND
EXISTING WATER MAIN
PROPOSED SANITARY SEWER MAIN
EXISTING GATE VALVE
PROPOSED MANHOLE
>
EXISTING FIRE HYDRANT
�-
PROPOSED SERVICE LINE
?�, u
EXISTING POWER POLE/GUIDE WIRE
EXISTING WOOD LINE
PROPOSED SEWER FORCE MAIN
- -
-- EXISTING � DITCH
►/
PROPOSED GATE VALVE
RIGHT-OF-WAY
8
PROPOSED DOUBLE CHECK VALVE
- ----- r -- -- - --
EXISTING FENCE
®
PROPOSED AIR RELEASE VALVE
- _
EXISTING DRAINAGE PIPE
- 450
EXISTING TREE
0.0
PROPOSED PUMP STATION & VAULT
TELEPHONE PEDESTAL
EXISTING WATER METER
NOTE:
1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT
IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR
SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN THAT
WHAT IS NOTED ON DRAWINGS.
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK
r - o
Ipt_5Fj HOUSE
1 EXISTING
124" RCP
S-6 MH N5 PROPOSED 8" PVC
STA j+87.37 S-1 l SANITARY SEWER i �1
STA 0+00.00 S-6 - - -
PROPOSED 8" PVC --
SANITARY SEWER
HcusJ FRANKLIN ST. - 179.41'23'-
(HOU�T - RM 324.20' 273.88' t
I -_ - OPEN CUT & OVERLAY 81' S-1 -- _ _ S-1
EXISTING ASPHALT ROAD FM -2 _-- -' `_ _ FM -2
OPEN CUT & OVERLAY 87' = - - - - -- - -- - �tMH
REMOVE 179'39'14" EXISTING ASPHALT ROAD
EXISTING FENCE If6
TEMPORARY SEDIMENT RAP /1 A 11+11.57 S-1
CLEAR AND GRUB ----- - - • - , MH f�3 SEE DETAIL SHEET 35I OF 36 Q
t139*20" AS NECESSARY -- _-- �; STA 6+36.51 S-1 PROPOSED 6" PVC FORCEMAIN (FM -2) n
FRANKLIN ST. TO BE LAID IN SAME TRENCH AS a N
_ i �� 174'50' 11 " O GRAVITY SEWER MAIN o -
376.05' / / 229.26' i/r' \ m S
-r� PROPOSED J MH #2 �S � MH ##4C1220' EASEMENT STA 4+07.25 S-1 126'3'7" �` �aSTA 7+12.17 S-1 ACCESS THIS HOUSE y%PROPOSED 6" PVC FORCEMAIN (FM -2) TO BE FROM ALLISON ST.QH1 LAID IN SAME TRENCH AS GRAVITY S ER MAIN 1 f oZf W31.21'TA 0+31.21 S-1
PROPOSED 2" P.E. 148'25'14" I EXISTING Q. Z � E
SERVICE MAIN 1 1 24" RCP
I TSTA 0+00.00 S-1 PROPOSED 174'50'11" ' I LINE S-1
--j FRANKLIN ST. PUMP STATION '� v
I SEE CONTRACT II FOR DETAILS t
MH #5 lll\ N o
LINE S-1 STA 0+00.00 S-6 �. y
- 2 0
460
i
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i
jr- ipROPO FD FEW n.l.
16(FR
j
425 m Ait-� _ _ - _ S PROP SLD S_ PVC I JH Vi I rn/C I
prCPOSEu �`� carsrrarrr SEWER -®040'x---- - ca1�TTaSEwfi�0-0:44)7.
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10+00 11+00 12+00 13+00 36
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LEG END
EXISTING WATER MAIN PROPOSED SANITARY SEWER MAIN
N EXISTING GATE VALVE ? PROPOSED MANHOLE
,} EXISTING FIRE HYDRANT
?- PROPOSED SERVICE LINE
cy d EXISTING POWER POLE/GUIDE WIRE

V?,?.?..,lJ
EXISTING WOOD LINE _ _ _ _ _ _ PROPOSED SEWER FORCE MAIN
- - EXISTING ? DITCH N PROPOSED GATE VALVE
- - - RIGHT-OF-WAY 8 PROPOSED DOUBLE CHECK VALVE
- . --
= _ ?
f - EXISTING FENCE
EXISTING DRAINAGE PIPE ? PROPOSED AIR RELEASE VALVE
? EXISTING TREE 0-a PROPOSED PUMP STATION & VAULT
o TELEPHONE PEDESTAL
? EXISTING WATER METER
MH ?7 WITH OUTSIDE DROP
STA 0+00.00 S-2
STA 13+85.45 S-1 OPEN CUT k PATCH 16' m ?
Nu- EXISTING ASPHALT DRIVE o
?,? 104'3'24" m z
f '? ` off, PROPOSED B" PVC MH 11 ? ?
M t, ` SANITARY SEWER STA i? +38.00 S-2 ? a
?",I ?? ? - .. ???:- ??
0
- __ _
?$ 138.00 - - - --
f ? Z It --_ ?_ _. -.- -- -- -- -- .
? f? ?i LISON ST.---- ----- -- _ --- --
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z
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I ,? F
t
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WATER MAIN 1 , a MH X12 ?
I
STAB+04.68 S-1 ? f ? ? STA 1+81.56 S-3 '? }
c-ul PROPOSED 8" PVC ?'
STA 0+00.00 S-3 11 ? ?
OPEN CUT do OVERLAY 55' PROPOSED 8" PVC - EXISTING 6" ? .r 'SANfTARY SEWER
EXISTING ASPHALT ROAD SANITARY SEWER I,I ?- ? ?
WATER MNN PROPOSED 6" PVC 1
MH ?8 -- o ? ?N FORCEMAIN (FM-2) I
STA 15+88.89 S-1 FIRE °- o _ mLL I 9724'20"
FM 3 ? -
173'33'S3" OPEN CUT & PATCH i6' DEPT -- ? I ? ? LINE S-2 MH ?9 I IJ
EXISTING ASPHALT DRNE -1-- _ I ? STA 0+00.00 S-3 I I Q ?
r
t - ._ _ __ .-?,--1 S_3 G I = STA 1B+04.68 S-1 ? a
-- 'o--.
- - --?-. _ - - - __ ? - _- y ?I(1
S, ---_ ? - ?-_ I J I `- 1 1.56 ? ? ? g a
FM,2 ? NKLIN ST. 17s•4o'1 • - - - - - - Q I OPEN CUf k PATCH 20' I i ' - - - '`? ? ' ? m
_ _ 03.44-___ t-
- - _ -- -215.79' 138,11' EXISTING 6' EXISTING ASPHALT ROAD 1 N POST USINESS ? ? ? o
"' - _ _ _ WATER MAIN ? y m ? Z
? ? ? ' I - - - -?{ -?-- , ? I Z ? OFFICE PROPOSED h
? ? 178'6'59" ? i ? I i MH X10 _ ? 20' EASEMENT QW I 1
? ? 104'3'24" i ? I STA 19+42.80 $-1 ? Y EXISTING 6 ? O ? I a ?°
MH {?7 WITH OUTSIDE DROP I ? Z WATER MAIN "C? ??
? STA 13+85.45 S-1 -- ,,, `?+' ? i;3 ? ?=
Q STA 0+00.00 S-2 HOUSE ?? ?'- W 89'28'41' , ? ? "?S N
1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT ?, _ v ffi
S'2 PROPOSED 6" PVC FORCEMAIN TO BE LAID I-' IS NOT NOTED ON DRA'MNGS, AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR ?,? ' ? 4 8
IN SAME TRENCH AS GRAVITY SEWER MAIN F ? '^ °
EXISTING 4" EXISTING 8' SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN THAT N ?
PVC WATER MAIN LINE S-1 EXISTING B' GRAVEL DRNE WHAT IS NOTED DN DRAWINGS. LINE S-3 ? m` d
GRAVEL DRNE 2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK. '? 3 a
O ?;
. ? , ,?.
?I 485 - 485_-
485
W ? Q 485 1 ? -._..495 ? - _ -1 495
I + ? ? 1 -?
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480 ? I = I W ?, z 6 ? ? j I ? -I
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L , a EXISTW { ,?„ n. ? -'? EXI NG-6" ??ro t ` ?,?h IXISTING 6'? Lin 1 W M
a;o ? -:..GRADE... _ ''"_ ?- -
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?wc ? . _? __ M ? , ? W
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470 sh° ? -? ? .? _ I - t«{? I u ? IW ?1>:I ?, ??
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s •? r a x?lEo= 1.00 GRADE i o ul 1 _?I? I
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PROPOSED 6, PVC
ii uII tiw xl 1== I n n I 1 ??;ITn,oY??E54nrce"v.+?,.
455 1'I FoRCE MAIN FM-z 11 455 I I - I
i."-? ? II ?I- -ILL
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13+00 15+00 16+00 17+00 16+00 19+00 20+00 0+00 1+00 0+00 1+00 2+00
LEGEND coNrRacT l CONTRACT II ? ?
1) INSTALL MANHOLE I)35. 1) INSTALL WET WELL AND VALVE VAULT "Q
-- EXISTING WATER AWN PROPOSED SANITARY SEWER MAIN tl
G4 EXISTING GATE VALVE
5 EXISTING FIRE HYDRANT ? PROPOSED MANHOLE 2) INSTALL SEWER MAIN IN 2) INSTALL SEWER MAN FR(?1 ¦Ei ,? ? a

?? o EXISTING POWER POLE/GUIDE WIRE ? PROPOSED SERVICE LINE DOT R/W. WELL TO STA 0+26.29 (MH X35) 0 1

\1?.\?lJ?/ EXISTING WOOD LINE
- - - - -
- PROPOSED SEWER FORCE MAIN

" m z
o ?
,
- -- -- EXISTING ? DITCH H PROPOSED GATE VALVE 3) INSTALL FORCE MAIN IN DOT 3) INSTALL 6
DIP FORCE MNN FROM VALVE ? ? o
- - ----- RIGHT-OF-WAY B PROPOSED DOUBLE CHECK VALVE R/W TO GATE VALVE. VALVE VAULT TO STA 0+23 FM-3, UP TO
EXISTING FENCE ??` AND INCLUDING THE GATE VALVE. 0 9
_ ? EXISTING DRAINAGE PIPE ® PROPOSED AIR RELEASE VALVE THI
S AREA IS EXTREMELY C EXISTIN 4) RESPONSIBLE FOR TESTING ALL
G 6" w
?i EXISTING TREE 0-D PROPOSED PUMP STATION k VAULT ONCENTRATED WITH
UTILITIES SUCH AS TELEPHONE
TV CABLE
AND MATERIAL INSTALLED.
WATER MAIN 4) RESPONSIBLE FOR TESTING ALL a
TELEPHONE PEDESTAL
+ EXISTING WATER METER ,
,
FIBER OPTIC CABLE.
' MATERIAL INSTALLED. i
?
EXISTING 12 '
GRAVEL ROAD
r?

" MH 139
y
PROPOSED 6
PVC FORCEMAIN (FM-3 TO BE STA 8+15.44 S-4 ?
LAID IN SAME TRENCH AS GRAVITY SEWER MAIN
CREEK CROSSING

SEE SHEET 36 OF 36 -?
MH X36 t{O?S?
STA 2+22.86 S-4
HOUSE
` MH ;?40
STA 9+88.33 S-4 ??
MH X35
STA 0+26.29 S-4
1E
SE PROPOSED 8
PVC
SANITARY SEWER ? MH X38
MPORARY SEDIMENT TRAP 2 I STA 6+12.87 S-4
E DETAIL SHEET 3
? i IXISTING
18' RCP
STA 0+00.00 S-5 5 OF 3
I _ _ _ _ _ . _ -- _ ?, - _ _ _

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GRAVEL DRNEi?
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CUT & PATCH I rn
EXISTING 12' O ®I,Y
MH X37 I SOIL DRNE

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88'51'36" m 89'49' S" , j -
175'25'46" STA 3+20.73 S 4 CONCRETE DRNE HOUSE _ ? Id -
I STA 11+02.62 S 4 ? ? ??? ` ,
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HOU
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PROPOSED 2
P.E.
SERVICE MAIN I? J STEPS TO BE REPLACED 1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT TH AT ? S? ? i
V U° 2

PROPOSED TALLY HO PUMP STATION
IS NOT NOTED ON DRAWINGS, AT ND ADDITIONAL COST TO THE OWNER. CONTRACTOR v
v
?
STA 0+00
00 S-4 SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER 1HAN THAT ,
.
SEE CONTRACT II 50' TRAILtR LINE S-4 WHAT IS NOTED ON DRAWINGS. o m
FOR DETAILS BUFFER
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK. ? m a
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4+
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11+ '
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? 3e
32LF 16" STEEL CASING TO PROPOSED 20'
BE INSTALLED BY BORE AND UTILITY EASEMENT
JACK. EXTEND CASING 5' MIN.
MH #43 BOTH SIDES OF PAVEMENT. MH #44
STA 12+95.89 S-4 --{ EXISTING 12' STA 15+00.71 S-4
RAit_ER , _
GRAVEL DRIVE
EXISTING 8" rTRAIT-ER7
WATER MAIN 50.64' EXISTING FIBER- L
OPTIC CABLE MARKERS _
MH #41 \ _
STA 11+02.62 S-4 - - - 204.82' _ FM -3
10' MIN.
88.22'48" 91 19'17"TAU-Y HO RD.sEPARAT
- 142.63'
SEE NOTE 2
174'1451" PROPOSED 8" PVC
PROPOSED 4" PVC SANITARY SEWER
FORCE MAIN (FM -3) PROPOSED 6" PVC
MH #42FORCE MAIN (FM -3)
cTe 1 ?ids Is c_.
NOTES:
1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT
IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR
SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN THAT
WHAT IS NOTED ON DRAWINGS.
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK
PROPOSED PUMP STATION
SEE CONTRACT II
FOR DETAILS !;
TRAILER
MH 1 35
STA 0+00.00 S-5
PROPOSED 2" P.E. STA 0+26.29 S-4
SERVICE MAIN m
88'51'36"
FM -3 r 126.87' -
S-4 _ _ -_—
TALLY HO RD. vi N
yc N_
PROPOSED 8" PVC
SANITARYSEWER a;d4e I
UNDERGROUND FIBER- o a
OPTIC CABLE MARKER t w .f � E
LEGEND
-- - - - --
EXISTING WATER MAIN
PROPOSED SANITARY SEWER MAIN
EXISTING GATE VALVE
PROPOSED MANHOLE
EXISTING FIRE HYDRANT
2,
EXISTING POWER POLE/GUIDE WIRE
-
PROPOSED SERVICE LINE
EXISTING WOOD LINE
- — — — —
- PROPOSED SEWER FORCE MAIN
- -----
EXISTING � DITCH
N
PROPOSED GATE VALVE
— - — - - -
RIGHT-OF-WAY
8
PROPOSED DOUBLE CHECK VALVE
- - - R - - --
-_ -- l
- EXISTING FENCE
EXISTING DRAINAGE PIPE
®
PROPOSED AIR RELEASE VALVE
X42
EXISTING TREE
0-0
PROPOSED PUMP STATION do VAULT
TELEPHONE PEDESTAL
°
EXISTING WATER METER
32LF 16" STEEL CASING TO PROPOSED 20'
BE INSTALLED BY BORE AND UTILITY EASEMENT
JACK. EXTEND CASING 5' MIN.
MH #43 BOTH SIDES OF PAVEMENT. MH #44
STA 12+95.89 S-4 --{ EXISTING 12' STA 15+00.71 S-4
RAit_ER , _
GRAVEL DRIVE
EXISTING 8" rTRAIT-ER7
WATER MAIN 50.64' EXISTING FIBER- L
OPTIC CABLE MARKERS _
MH #41 \ _
STA 11+02.62 S-4 - - - 204.82' _ FM -3
10' MIN.
88.22'48" 91 19'17"TAU-Y HO RD.sEPARAT
- 142.63'
SEE NOTE 2
174'1451" PROPOSED 8" PVC
PROPOSED 4" PVC SANITARY SEWER
FORCE MAIN (FM -3) PROPOSED 6" PVC
MH #42FORCE MAIN (FM -3)
cTe 1 ?ids Is c_.
NOTES:
1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT
IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR
SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN THAT
WHAT IS NOTED ON DRAWINGS.
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK
PROPOSED PUMP STATION
SEE CONTRACT II
FOR DETAILS !;
TRAILER
MH 1 35
STA 0+00.00 S-5
PROPOSED 2" P.E. STA 0+26.29 S-4
SERVICE MAIN m
88'51'36"
FM -3 r 126.87' -
S-4 _ _ -_—
TALLY HO RD. vi N
yc N_
PROPOSED 8" PVC
SANITARYSEWER a;d4e I
UNDERGROUND FIBER- o a
OPTIC CABLE MARKER t w .f � E

LEGEND NOT S _ ? ?
EXISTING WATER MAIN PROPOSED SANITARY SEWER MAIN 1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT ? °
EXISTING GATE VALVE ? PROPOSED MANHOLE IS NOT NOTED ON DRAYANGS, AT NO ADDITIONAL COST TO THE OWNER. CON TRACTOR ?
EXISTING FIRE HYDRANT SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN THAT

EXISTING POWER POLE/GUIDE WIRE
?--
PROPOSED SERVICE LINE
WHAT IS NOTED ON DRAWINGS. Z
o
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EXISTING WATER M
ETER
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18
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N
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PROPOSED 20
UTILITY EASEMENT OP
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NorE:
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT
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SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN THAT i
WHAT IS NOTED ON DRAYANGS. °-
N

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MH #24
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EXISTING WOOD LINE PROPOSED SEWER FORCE MAIN
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TELEPHONE PEDESTAL
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MH x'25
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STA 0+00.00 S-7 REMOVE EXISTING ---_ EXISTING 10' EXISTING 11'
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EXISTING 11' PROPOSED 20' EXISTING 8'
GRAVEL DRIVE UTILITY EASEMENT GRAVEL DRIVE
176'33'19" EXISTING MH ?j26
WELL STA 3+02.15 S-7 EXISTING 10'
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178'14'22" UTILITY EASEMENT
MH #27 MH #28 I
STA 5+96.40 S-7 STA 8+09.68 S-7 f
HOUSE REMOVE AND REPLACE
EXISTING BRICK WAUCWAY
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1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT
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WHAT IS NOTED ON DRAWINGS. o
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DESIGNED:
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NOTES.
Y
EXISTING WATER MAIN PROPOSED SANITARY SEWER MAIN 1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT o i
EXISTING GATE VALVE ? PROPOSED MANHOLE IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR N ^
EXISTING FIRE HYDRANT ?- PROPOSED SERVICE LINE NOTES: SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN THAT o
EXISTING POWER POLE /GUIDE WIRE PROPOSED SEWER FORCE MAIN WHAT IS NOTED ON DRAWINGS. cn a w
EXISTING WOOD LINE

EXISTING ? DITCH

N

PROPOSED GATE VALVE
(1) THIS AREA IS EXTREMELY CONCENTRATED WITH

2) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK.
?,
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UTILITIES SUCH AS TELEPHONE N CABLE AND
RIGHT-OF-WAY
EXISTING FENCE (? PROPOSED DOUBLE CHECK VALVE FIBER OPTIC CABLE.
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PROPOSED AIR RELEASE VALVE
(2) MNNTAIN 10
MIN. HOR. DISTANCE OR 18
MIN.
PROPOSED 4
PVC ?
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EXISTING TREE PE
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PROPOSED PUMP STATION & VAUL
T
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FORCE MAIN (FM-3) o

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EXISTING WATER METE
R 100'25'17" ?
OPEN CUT & PATCH 38' EXISTING 8" PVC

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LEG END
NOTE: ?
- -- -- - -- EXISTING WATER MNN PROPOSED SANITARY SEWER MAIN

b? EXISTING GATE VALVE
? PROPOSED MANHOLE 1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLAgNG All DAMAGED ASPHALT THAT

b EXISTING FIRE HYDRANT IS NOT NOlEO ON DRANANGS, AT NO ADDI110NAL COST TO THE OMHER. CONTRACTOR
u,
`?? ? EXISTING POWER POLE/GUIDE WIRE
PROPOSED SERVICE LINE
~-
SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE O1HER THAN T
HAT
z

`? ??,L.L ?J EXISTING WOOD LINE
- - -- - - - PROPOSED SEWER FORCE MAIN WHAT IS NOTED ON DRAWINGS. ? o

EXISTING ? DITCH
H PROPOSED GATE VALVE

2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK. ?

?
F
- RIGHT-OF-WAY
B PROPOSED DOUBLE CHECK VALVE MH 70 u
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°
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TELEPHONE PEDESTAL
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i
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S

\
h'
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5?,1 ? WATER MAIN
D ?
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5
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LOUSE EXISTING ASPHALT DRNE

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}6
LEGEND ro
NOTES:
-- --- - -- EXISTING WATER MAIN
E%ISTING G
? PROPOSED SANITARY SEWER MAIN
1
) CONTRACTOR SNAIL BE RESPONSIBLE FOR REPLACIN ?,
1
ATE VALVE ? PROPOSED MANHOLE .
G ALL DANAGED ASPHALT THAT ?
?- EXISTING FIRE HYDRANT IS NOT NOTED ON DRAYANGS, AT NO ADDITIONAL COST TO THE OYIER. CONTRACTOR m

?n, a E%ISTING POWER POLE/GUIDE WIRE ?- PROPOSED SERVICE LINE SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAM AGE O1HER 1HAN THAT o

? ??1??/ EXISTING WOOD LINE
- - PROPOSED SEWER FORCE MAIN
- - WHAT IS NOTED ON DRAWINGS. m z
- - EXISTING ? DITCH N PROPOSED GATE VALVE
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMA710N AND BE
NCHMARK ?
? ?
- - RIGHT-OF-WAY B PROPOSED DOUBLE CHECK VALVE . u
- --- ? ----- E%ISTING FENCE
- ? EXISTING DRAINAGE PIPE ? PROPOSED AIR RELEASE VALVE o
EXISTING TREE 0-0 PROPOSED PUMP STATION k VAUL T
o TELEPHONE PEDESTAL
? E%ISTING WATER METER 80' R/W ?

CNOVSE
?? ?r?
MH X70 5,11

STA 0+00
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35LF 16" S ?
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E%ISTING TREES
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ORE AND J ?
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?
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REMOVE & REPLACE

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TEMPORARY SEDIMENT TRAP 7 HOUS
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o TELEPHONE PEDESTAL ?- - 5-13
EXISTING WATER METER j

'
7
L
v -- _-
- -3 .
?
T
EMPORARY SEDIMENT TRAP ?8
TEMPORARY SEDIMENT TRAP ?9 -
9439'32" ?.
SEE SHEET 35 OF 35

OPEN CUT AND PATCH 17LF SEE SHEET 35 OF 35 PROPOSED B" PV
C
' SANITARY SEWER
85'20'28" ?
m.
al J ,? OPEN CUf AND OVERLAY
{"
9g

OF EXISTING ASPHALT ROAD
" EXISTING 11
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U

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? MNN

HDUSE REMOVE AND REPLACE

EXISTING FENCELINE I
?-
? '
I ? )
CONTRACTOR MUST MNNUIN 18" MIN. VERTICAL
?
AS NECESSARY '
AND 10' HORI

?,
MH (JBO

REMOVE do RESET
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HCU?E

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AP X11 ZONTAL
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T w
v?
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E MAIN
34
55'
EXISTING 6' TEMPORARY SEDIMENT TRAP X10 1 C N
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vv =?
.
PROPOSED PUMP STATION WATER MAIN SEE SHEET 35 OF 35 IS NOT NOTED ON DRAWNGS, AT NO ADDITIONAL COST TO THE OWNER CONTRACTOR
SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT 4
? "

STA 0+00.00 S-13 DAMAGE OTHER THAN THAT °
MH #79
55 5-13 SEE CONTRACT II
STA 0+34
LINE S-13 VA1AT IS NOTED ON DRAWINGS. o ?'
vi
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FOR DETAILS 2.) SEE SPECIFlCAIIONS FOR LAYOUT INFORMATKNJ AND BENCHMARK. ? `
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EXISTING GATE VALVE ? PROPOSED MANHOLE 1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT 3
5 EXISTING FIRE HYDRANT
?-
PROPOSED SERVICE LINE IS NOT NOTED ON ORANINGS, AT NO ADDI110NAL COST TO THE OWNER CONTRACTOR rn

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LEGEND
--
EXISTING WATER MAIN
PROPOSED SANITARY SEWER MAIN
NOTE;
NOTE'
P�
EXISTING GATE VALVE
EXISTING FIRE HYDRANT
PROPOSED MANHOLE
1.)
CONTRACTOR
MUST MAINTAIN 18" MIN. (VERTICAL)
1.) CONTRACTOR SHALL BE RESPONSIBLE
FOR REPLACING ALL DAMAGED ASPHALT THAT
EXISTING POWER POLE/GUIDE
WIRE
�— PROPOSED SERVICE LINE
AND 10' (HORIZONTAL) DISTANCE BETWEEN
IS NOT NOTED ON DRAWINGS, AT NO
ADDITIONAL COST TO THE OWNER. CONTRACTOR
o
EXISTING WOOD LINE
- — — — — - PROPOSED SEWER FORCE MAIN
EXISTING GAS
MAINS AND PROPOSED GRAVITY
SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN THAT
N
Z
- -
- -- EXISTING � DITCH
N PROPOSED GATE VALVE
SEWER MAIN.
WHAT IS NOTED ON DRAWINGS.O
Z'
ff
----
---
RIGHT-OF-WAY
e PROPOSED DOUBLE CHECK VALVE
2.)
CONTRACTOR
TO PLACE PROPOSED FORCE MAIN
2.) SEE SPECIFICATIONS FOR LAYOUT
INFORMATION AND BENCHMARK.
EXISTING FENCE
INSIDE D.O.T.
RIGHT-OF-WAY. FORCE MAIN IS
W
-
EXISTING DRAINAGE PIPE
PROPOSED AIR RELEASE VALVE
SHOWN OUTSIDE FOR CLARITY.
EXISTING TREE
O-0 PROPOSED PUMP STATION & VAULT
TELEPHONE PEDESTAL
EXISTING WATER METER
REMOVE AND REPLACE
EXISTING BUSH
OPEN CUT AND PATCH
40LF 16" STEEL CASING TO
MH #89
29014.90
PROPOSED 6" PVC FORCE MAIN (FM -4
EXISTNG 15' CONCRETE DRIVE
g -
Ai
BE INSTALLED BY BORE AND
STA 0+79.05 S-14 STA 5-14
TO BE LAID IN SAME TRENCH AS SEWER
SEE NOTE 2)
MAIN)
[TP.AILER
10' MIN. SEPARATION
JACK. EXTEND CASING 5' MIN.
BOTH SIDES OF PAVEMENT.
EXISTING 10'
/—I GRAVEL DRIVE
TRAILER
10'MIN. SEPARATION
HOUSE
REMOVE EXISTING
//
179.7'13"
PROPOSED 8" PVC
OAK TREES
MH 92
STA 9+84.58 S-14
SANITARY SEWER
(
1 J
.135.85 - �r— . �J _ �s l
_1391.57
378.1 1
F M-4
79.05'
—
89.4' 13"
OLD HWY 75
-
--
178 52 20" SR 1004
—
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N
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42
EXISTING
6" PVC MH #91
EXISTING 10" GAS
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MAIN IN u i
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Q F ^S U (gyp
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WATER
STA 6+06.47
S-14
STEEL CASING SEE NOTE 1
( )
18' RCP
PROPOSED 2" P.E.
HOUSE ; CHOUSE
MAIN
EXISTING 9'
1
SERVICE MAIN
TRAILEft�
TRAILER
GRAVEL DRIVE
!F-
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W I I a
REMOVE TREES
AS NECESSARY
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PROPOSED PUMP STATION
STA 0+00.00 S-14
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= 15 n o
SEE CONTRACT II
FOR DETAILS
LINE
S-14
S
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FQ I:IN I-
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455
WE
AUGUST, 2003
DESIGNED.
Lm
DRAWN.
GER
450
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—
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--
—
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450
W
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44521
445
0+00
1+00 2+00 3+00
4+00
5+00
6+00 7+00
8+00
9+00
10+00
OF 3e

MH X96
STA 4+35.85 5-15
_--- - --_
-- _ PROPOSED B" PVC
g? ,, ?? SANITARY SEWER
?? ?'?? ?,__--- _ MH ;p97 W/ VENT
/ F?? ???????? STA 6+46.65 5-15
? ? ? -- ?
\ ? TEMPORARY SILT FENCE
50' ? ? \ SEE SHEET 36 OF 36
BUFFER / `. 0. ?
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98'52'44" \
?, ?
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161'40'37" ? \ \
88'54'44" \ ?
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3 ? FENCELINE AS NECESSARY \
?\
\ ? MH x!94 W/ VENT
'v STA 1+17.83 5-15
MH N95
STA 3+20.66 S-15 138'59'12" MH X98 I
?. ? STA B+50.23 5-15 f
116'42'56"
MH k99
STA 10+31.13 5-15
LEG END
- - EXISTING WATER MAIN PROPOSED SANITARY SEWER MAIN
DQ EXISTING GATE VALVE ? PROPOSED MANHOLE
b EXISTING FIRE HYDRANT ?- PROPOSED SERNCE UNE
EXISTING POWER POLE/GUIDE WIRE
`-:. J.?IJ?J EXISTING WOOD LINE - - - - - - PROPOSED SEWER FORCE MAIN
__--- - EXISTING ? DITCH N ' PROPOSED GATE VALVE
__
- -- RIGHT-OF-WAY 8 PROPOSED DOUBLE CHECK VALVE
- EXISTING FENCE
EXISTING DRAINAGE PIPE ® PROPOSED AIR RELEASE YALVE
'?} EXISTING TREE C-fl PROPOSED PUMP STATION & VAULT
? TELEPHONE PEDESTAL
r EXISTING WATER METER
_.
._
g ? 129'44'29"X
?g0. \
PROPOSED 20'
EASEMENT ? "?
125'28'41"
166'3716"
CONTRACT I NT II
MH X100
STA 11+95.57 S-15
1) INSTALL MANHOLE l93.
1) INSTALL WET WELL AND VALVE VAULT
2) INSTALL SEWER MAIN FROM MANHOLE 2) INSTALL SEWER MAIN FROM WET ?
X93 TO OLD HWY. 75 AND EASEMENT. WELL TO MH X93, STA 0+20.72 5-15, y
STA 0+00.00 5-16
3) INSTALL FORCE AWN FROM GATE

VALVE (STA 0+50 FM-1) TO OLO HWY. 75 3) INSTNI FORCE MAIN FROM VALVE -
AND ALONG OLD HWY. 75 TO BUTNER. VAULT TO 8" GATE VALVE, NCLUDING
METERING VAULT, STA 0+40 FM-1 Q
4) RESPONSIBLE FOR TESTING ALL
n
a "'
MATERIAL INSTALLED. ? RESPON?BLE FOR TESTNG ALL d ? o n
, TERIAL INSTALLED. ? ? .o e
+
PROPOSE
D 8" PVC '? ? , U Obi
V
_ 20.72 \ ? SANITARY SEWER H m o 0
? ?? H? ? zm
t NOTES: °?W I I a ?
T PROPOSED LEDGE CREEK PUMP 111'21'25" "C ? ??? i
Z STATION (STA 0+00.00 S-15) MH #101 W/ VENT 1.) CONTRACTOR MUST MAINTAIN iB" MIN. (VERTICAL) v?
SEE CONTRACT II NO STA 13+36.57 5-15 AND 10' (HORIZONTAL) DISTANCE BETWEEN IXISTINC ? y ? 4"cii o
MH #93 FOR DETAILS T GAS MAINS AND PROPOSED GRAVfIY SEWER MAIN. "C c SW ? N
STA 0+20.72 S-15 90'0'30" v V =?
STA 0+00.00 5-16 1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT 2,) CONTRACTOR MUST MANTAIN 50 FT. MIN. BUFFER Q
IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR ? ?^
SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN THAT ZONE FROM TOP OF BANK OF LEDGE CREEK TO EDGE a ?,
LINE S-15 WHAT IS NOTED ON DRAWINGS. OF PUMP STATION do MANHOLES TOR 100' YEAR FLOOD. vi o ..
? m?
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK. C N a
o
425 :
- 1 425
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--
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ern oF- ' 1.) VENTS SHALL BE INSTALLED EVERY 1,000LF _ __ _ -\_
420 ` : ? OR EVERY OTHER MANHOLE AT A MINIMUM OF ? i-n :. -- - .: I -
?? a ,cl 12 INCHES ABOVE FLOOD ZONE LINE ? `" __ 420

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380 o L z - ?- _ -, __ - - __ _ ____- _ _ - - - -- -?I--- r- iv - ,, --
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? ? 22
i I
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 0? 36

.. --

NOTES.
W
°
W
°

EXISTING
PROPOSED SANITARY SEWER 1.) CONTRACTOR MUST MAINTAIN 16" MMI. (VERTICAL)
' W pn o
--- ---
WATER MAIN MNN AND 10
(HORIZONTAL) DISTANCE BETWEEN ? N
? EXISTING GATE VALVE ? PROPOSED MANHOLE EXISTING GAS MNNS AND PROPOSED GRAVITY a a
G EXISTING FIRE HYDRANT
rt1? a EXISTING POWER POLE/GUIDE WIRE ?- PROPOSED SERVICE LINE SEWER IMIN. 0
N 1
? n
V

?,'?J?.a_?J EXISTING WODD LINE
PROPOSED SEWER FORCE MAIN
- - - - - -
2. CONTRACTOR MUST MNNTNN 50 FT. MIN.
)
BUFFER
-
? Z
°
d i
W

- - -- EXISTING ? DITCH
N PROPOSED GATE VALVE ZONE FROM .TOP OF BANK Of LEDGE CREEK TO EDGE

'
?
?
°?+ Z
--- - - --- RIGHT-OF-WAY
PROPOSED DOUBLE CHECK VALVE
8 OF PUMP STATION k MANHOLES FOR 100
YEAR FLOOD. ?
W
? o
w
- - _ - EXISTING FENCE
?- - - EXISTING DRAINAGE PIPE
® PROPOSED AIR RELEASE VALVE ? ?
? z
o
EXISTING TREE oa PROPOSED PUMP STATION & VAULT ?
TELEPHONE PEDESTAL
?
EXISTING WATER METER

MH N46 ?

MH N 101 W VENT STA 23+83.82 5-15 S-98 S,g
STA 0+00.00 S-9 ? ? ? , i? ri????? ? ,
l '?
STA 13+36.7 S 15

TEMPORARY SILT FENCE
SEE SHEEP 36 OF 36

XISTING 10" k

2"
STA 0+00.00 S-9B ? ? ?,,?? 1
MH N105 STA 0+00.00 5-11 I f s 1
STA 22+22.10 5-15
10T2T53" ?
/
GAS MAINS SEE
( NOTE
) EXISTING
jl
/ PROPOSED 8" PVC
SANITARY SEWER IRON ROD
? 55'41'3" -
i
i
-''`? I- I , 1

Q

50' MH N103 ,- .. ?
i T2 /I N ? I
,,?
) a
N
"
\
? BUFFER STA 18+36.77 5-15 151'0'33" ?
' 1 1 J ?
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(? ?
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1?

111'21'25" ?

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76'59'57" p ?
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? . ? 169'30'31'
I _ <
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ld i

? 50
• 4 ? BUFFER

\

-
213
06'

? - - ?? I
? 5-11
_ PROPOSED

20' EASEMENT ym YO
VJ ? z o,
Q A d u
c 1
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` \ ?
PROPOSED 20' ` ? 119 5 37" 1 ?. .
-?--
_
sa
? CONTRACTOR SHALL (?
z c I
v? _? t?
` y (?
•i a ;?
EASEMENT ` ? ` RE-ROUTE DITCH 4
, c Sw ?, ,
?\ 149192 `? O. v?
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N
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MH N102
LINE S-15 MH N104
STA 20+49.83 5-15 ??
M
STA 16+46.11 S-15 =C m
o
? 3 ?
i a
-. -- _- -.... _ v
r,
-
m-
? 1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT TH AT
430
' '-
' ?
430-
450 IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR
SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN THAT
450
,.
- .?
?
_

,
hloi _
?•
WHAT IS NOTED ON DRAWINGS. - __
?

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cv+

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? 2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK. -
425 I L - ?+ ? ? '
; -
-
425-
445
- -
- ?
445
- iST
D ING
E
: Mii: 40

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410 ._

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ANITAR'( SEWER ®

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? - ---- - F ? ---- ?? z '° v,? b --I AUGUST, 2003

_395 I I.

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--

--
VENTS SHALL BE INSTALLED EVERY 1000LF

- -
395
415 ?I?

-F-

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OR EVERY OTHER MANHOLE AT A MINIMUM OF
12 INCHES ABOVE F
NE
OOD Z
-

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GER
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LINE EXISTING 10" k 12" ? - ? -- a[c"m
_ 390- ??z j ? I ? 39
0
410 I As MAINS (sEE Nor E N1) ??? ? i ? wwcw
--- - * - ----- -
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23
I
5
405

405
13+00 14+00 15+ 00 16+00 17+00 18+ 00 19+00 20+ 00 21+00 22+ 00 23+00 24+ 00 25 +00 26 +00 ?? 3s
CONTRACT I CONTRACT II
1) INSTALL MANHOLE x/93. 1) INSTALL WET WELL & VALVE VAULT
2) INSTALL SEWER MAIN FROM MANHOLE
x/93 TO MANHOLE 0111 0 SR 1004.
3) INSTALL FORCE MAIN FROM GATE
VALVE (STA 0+50 FM -1) TO OLD HWY. 75
AND ALONG OLD HWY. 75 TO BUTNER.
4) RESPONSIBLE FOR TESTING ALL
MATERIAL INSTALLED.
2) INSTALL SEWER MAIN FROM WET
WELL TO MH #93, STA 0+20.72 S-15,
STA 0+00.00 S-16
3) INSTALL FORCE MAIN FROM VALVE
VAULT TO 8" GATE VALVE, INCLUDING
METERING VAULT, STA 0+40 FM -1
4) RESPONSIBLE FOR TESTING ALL
MATERIAL INSTALLED.
MH #93
I ■,� P �� -_ x I ^
STA 0+00.00 S-16
- --
STA 0+33.49 S-15
1 n1`
PROPOSED SANITARY SEWER MAIN
PROPOSED
S-15
18" RCP
r
73.05'
�—
MH #106
153'16'34" v
STA 0+73.05 S-16
123'36'46"
�-
114.22'
'.� 50
PROPOSED 8" PVC
BUFFER
FORCE MAIN
i
MH #107
- - - - --
STA 1+87.27 S-16
PROPOSED
180'0'0"
18" RCP
TEMPORARY SILT FENCE
®
SEE SHEET 36 OF 36
OU! 59 5.��n'
157.14'
CONTRACT I CONTRACT II
1) INSTALL MANHOLE x/93. 1) INSTALL WET WELL & VALVE VAULT
2) INSTALL SEWER MAIN FROM MANHOLE
x/93 TO MANHOLE 0111 0 SR 1004.
3) INSTALL FORCE MAIN FROM GATE
VALVE (STA 0+50 FM -1) TO OLD HWY. 75
AND ALONG OLD HWY. 75 TO BUTNER.
4) RESPONSIBLE FOR TESTING ALL
MATERIAL INSTALLED.
2) INSTALL SEWER MAIN FROM WET
WELL TO MH #93, STA 0+20.72 S-15,
STA 0+00.00 S-16
3) INSTALL FORCE MAIN FROM VALVE
VAULT TO 8" GATE VALVE, INCLUDING
METERING VAULT, STA 0+40 FM -1
4) RESPONSIBLE FOR TESTING ALL
MATERIAL INSTALLED.
400
LEGEND
I ■,� P �� -_ x I ^
—
- --
EXISTING WATER MAIN
1 n1`
PROPOSED SANITARY SEWER MAIN
EXISTING GATE VALVE
PROPOSED MANHOLE
<`r
EXISTING FIRE HYDRANT
�—
PROPOSED SERVICE LINE
`th
EXISTING POWER POLE/GUIDE WIRE
INV. INv 41LIU.U4
—
�-
EXISTING WOOD LINE
_ _ _ _ _
_ PROPOSED SEWER FORCE MAIN
- - ---
EXISTING � DITCH
N
PROPOSED GATE VALVE
- - - - --
RIGHT-OF-WAY
8
PROPOSED DOUBLE CHECK VALVE
- -- --
EXISTING FENCE
EXISTING DRAINAGE PIPE
®
PROPOSED AIR RELEASE VALVE
OU! 59 5.��n'
EXISTING TREE
0-0
PROPOSED PUMP STATION & VAULT
o
TELEPHONE PEDESTAL
I INV
�<,
EXISTING WATER METER
0+00
400
I ■,� P �� -_ x I ^
—
gg' Mr
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1 n1`
no
1
395
INV. INv 41LIU.U4
—
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PROP ED 8" PVC 1—
_J S
FORC MAIN
JPROPOSED
39[1 i
-
—
I11 RCP
-- - - - -
---- - -I
INV
OU! 59 5.��n'
j
INV,
IN N43 I(). ; —I -ll l
385
I INV
�<,
0+00
1+00 2+OC
1.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT
I ; 4051w !��" to �i THAT IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER.
THE CONTRACTOR SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE
J=` ,� �' ��; OTHER THAN THAT WHAT IS NOTED ON DRAWINGS.
X110 s yra>, -•/ 2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK. �—
I - 4UL) i
100 -R-F—_cog , 395
--- --- - - --- - �- ,,cam— It---
rcrv-
_ 390__ ,
405 INV. OUT 007.74'
INV. IN 407.84'
385 : -
3+00 4+00 5+00
' I I
6+00 7+00 8+00 9+00 10+00 11+00
4
Z
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2 0
0
4 - 1 - 5
415 "' - - -- AUGUST, 201
DC:iC VED
—_ --�_— D..N
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24
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1-8 90' BEND -- ? ? '- -_- ------- -=C-.t-4Ltic?r
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___ _ i.,l __ _-_ _,____ 24" RCP
__ ..-?-_ -__.
PROPOSED SUPPLY BACKFILL FOR BANK 5 -'?:?'^ --_ _ =_ - _ _ ? - I 10'
18" RCP -a"?^?.`--------___ -'---`__ ='_ __--? ?
STA 0+50 FM-1 --?_-a_-} ;,,:--- r- ?__- '=_ ? ,- -_ _
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BEGIN CONTRACT I, END CONTRACT II __ _ -=1 ?-_ y NmA
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STA 3+62 FM 1 - - _
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DRNE I ?- _ - -- - - ._ - - -- +=z°
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SEE CONTRACT II EXISTING 12
S' - - ---- o
?y
PROPOSED
2" P.E. STA 0+35 FM-1 GRAVEL DRNE ,???
1-B" 45' BEND PROPOSED 8" PVC imy
SERVICE FORCE MNN EXISTING 12'
?Z
,
STA 0+00 FM-1 GRAVEL DRNE
REEK LINE FM-1
1
?
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DV t ?
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8
RCP
? PUMP
STATION
VALVE
AULT
T 3+ 4-FM-1 ST 3+62 FM=1
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Te-vAEVE- 0 460 ? a - 460 -470 .. 470
w -_: 1 _ ?
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_ 1 .
1-8 ATE VALVE
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-
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_,
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GRAVftY SEWER.. ? i ` _
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4 $ ? o
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.
390 410
- - .__: o ..
41 O 420
420
0+00 2+00 4+00 6+00 8+00 10
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'° 3a
c

0
T °
STA 40+50 FM-1 STA 47+79 FM-1
1-B" A.R. VALVE 1-6" 45' BEND STA 49+09 FM-1
? i-B" GATE VALVE EXISTING 1-6" A.R. VALVE
'S ? 24" RCP ? , 1-6" GATE VALVE
u? ?-?--? -- ... 10' I , ? IN+m o
STA 32+09 FM-i ' ?? - _ ??Q4 -__ ?. I Um°
1-8 AR. VALVE ? - - _ -- - = -- - ??l ? -_? s ? A=o
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f -
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5
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BE INSTALLED BY BORE AND
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E D CASING 5' MIN. 1-8 90' BEND W rc
? o
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500
-- - -- -- 500 W
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28+00 30+00 32+00 34+00 36+00 38+00 40+00 42+00 44+00 46+00
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5
36
a.
VrCf/ l.Vl NYU YAII.M
JO' OF ASPHALT DRNE
E%ISTING 10'
OPEN CUT ANO PATCH GRAVEL DRIVE EXISTING BLOCK ? m
3?

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HEADWALL
36' OF ASPHALT DRNE
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1-6" 45' BEND i ` ROPOSED 8" P I I AND DETAILS, SEE SHEET 31 OF 36
ROPOSED 8" -- 41
EXISTING ?
8 PVC
SANITARY SE
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WER
20
EASEMENT
I? SANITARY SEWER 1'-"-"`?
STA 7+07 FM-2 ? WATER MAIN
I w
n
STA 0+14 FM-2
1 6 46' BEND I STA 19+49 FM-2
1-6" 90' BEND ? Sys ? STA 17+74 FM-3
BEGIN CONTRACT I PROPOSED 2" P
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1-6
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TEE ?
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ENO CONTRACT II SERVICE MAIN ,
.
a 1-6" DOUBLE CHECK VALVE
?
STA 0+09 FM-2 EXISTING li ? ti 1-6" GATE VALVE
LINE FM 2
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1-6 GATE VALVE 24" RCP
TIE TO PROPOSED 6
FORCE MAIN FM-3
460
- -

_ 480 1 - _ . _ _
._ 460 480
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PROPOSED TALLY HO PUMP STATION
STA 0+00 FM-3 EXISTING 12' STA 17+50 FM-3 STA 17+74 FM-3 EXISTING 6"
' _ °
.°,
SEE CONTRACT II PROPOSED 2
P.E. GRAVEL ORNE 1-6" A.R. VALVE STA 19+49 FM-2 WATER MAIN
FOR DETAILS SERVICE MAIN 1-6" GATE VALVE 1-6" DOUBLE CHECK VALVE PROPOSED 20'
PROPOSED 6" PVC FORCEMAIN TO BE LAID STA 12+88 FM-3 1-6" GATE VALVE OPEN CUT AND PATCH 31' ^ EASEMENT
IN SAME TRENCH AS GRAVITY SEWER MAIN 1-6" 90' BEND GRAVELGDRNE 1-6"X6" TEN EXISTING ASPHALT ROAD ? yi PROPOSED B' PVC
EXISTING L""_-'?? EXISTING 6" I " ?/ SANITARY SEWER (S-B) i ?I
48" CMP ? I WATER MAIN ? PROPOSED ?N EXISTING 6" ?' - ,
_ _ - - - _ _ .-_ _ _ ?? (? 20' EASEMENT WATER MAIN _ _ - - ? 5-12
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STA 12+38 FM-3 ?R? -? i L ? CONCRETE DRNE
BE INSTALLED BY BORE AND
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?? ? BE INSTALLED 8Y BORE AND
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EMENT. ,uJ, NOT : _x==. PVC FORCE MAIN G VEL DRNES
? BEGIN CONTRACT I -? S-7 JACK
EXTEND CASING S' MIN x
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END CONTRACT II LINE FM-3 FOR DOUBLE CHECK VALVE ORIENTATION OPEN CUT AND PATCH 140' BOTH SIDES OF PAVEMENT. TIE TO PROPOSED
?w o I
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- AND DETAILS, SEE SHEET 31 OF 36 EXISTING ASPHALT APRON MANHOLE ?78
460 46 ? ra. 1?+74 Fu-3
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WATER MAIN PROPOSED 8'

SEWER MAIN ? SANITARY

S-BAj
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AUGUST, 2003
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STA 11+22 FM-4
4OLF 12" STEEL CASING TO TIE TO PROPOSED ?
BE INSTALLED BY BORE AND STA 0+82 FM-4 MH?59
JACK. EXTEND CASING 5' MIN, 1-6" 90' RENO ??? NOTE•
80TH SIDES OF PAVEMENT. o
EXISTING 6" EXISTING 12' CONTRACTOR TO PLACE FORCE MAIN INSIDE D.O.T. m
WATER MAIN _ GWIVEL DRNE RIGHI-OF-WAY. FORCE MAIN IS SHOWN OUTSIDE o
STA 0+11 FM-4
PROPOSED 6" CATS VALVE I'"") R-O-W FOR CLARITY. m =
BEGIN CONTRACT I ??, ? i?tl I I ? ?
END CONTRACT II ? ? ? ? ? , , ? -a
{ i ? ?. - _ _
STATION O+DO FM-4 PROPOSED ?'-- I _ _- - - __ aD IMM r?_ _ __ __ ? ?? -- _...--- ?'? is
OlD HWY. 75 PUMP STATION _ _ _ _ _ -- - - --- - -. _ _
SEE CONTRACT II FOR DETAILS ? ?
r PROPOSED 8" PVC EXISTING 10" I ? EXISTING
C? I!-'?1 i_?? SANITARY SEWER (S-14) GAS MAIN ? 1 I'? 18 RCP ?
- C?
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PROPOSED 6" PVC FORCEMAIN TO BE LAID ! it i
IN SAME TRENCH AS GRAVf1Y SEWER MAIN LINE FM-4
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STA 0+00 FM-4 - •.
-
PROPOSED VALVE :AULT -
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490=
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18 MIN. __ -- ?W
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- BEGIN STEEL C. LNG _ - y ?q•? N n
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STA 0+14.48 FM-5 5-98 = n
1-6" GATE VALVE STA 0+18.90 FM-5 i -
BEGIN CONTRACT I 1-6" 90' BEND ?# ! -
END CONTRACT Il ?? LI
PROPOSED 6" '?` ? ?
STA 0+00 FM-5 PROPOSED PVC FORCE MAIN , _ ?I
SCHOOL STREET PUMP STATION ?'?? ? -- -
SEE CONTRACT II FOR DETAILS ? .. ? s`naa_n
ter-'-- ;- , ._"`y 5-98
rr ? j ? a
5_13 l , EXISTING 12" ? ? ?
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? EXISTING 10" a I o
z
GAS MAIN
STA 0+88 FM-5 STA 4+69 FM-5 ? o ? ?+
1-6" 90' BEND TIE TO PROPOSED < a
J MH /62 ° ? u~i~
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? 30
0+00 2+00 4+00 6+00
36
a
EXISTING GRADE
PROVIDE BUTYL
RUBBER SEALANT
AT ALL JOINTS
PRE-CAST MANHOLE
STEPS 16" MAXIMUM
SPACING
z

a 4' MIN.
a
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0
i
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? + 2" BRASS
NIPPLES Q?

12" `

iv K,

SECTION
BOLTS TO PIPE
LOCKING MANHOLE RING AND COVER
- GROUT
4B' DIAMETER PRECAST
MANHOLE SECTIONS ACCORDING
TO A.S.T.M. C476
Z I:UMtlINA
AIR VALVE
SPIDER, BY SPIDER MFG.
OR APPROVED EQUAL
HEAVY DUTY STEEL SKIDS (4)
CARRIER PIPE
SPIDER SIZE DETERMINED BY
SIZE OF STEEL CASING AND
CARRIER PIPE.
STEEL ENCASMENT PIPE SPIDER
ENCLOSE END
W/6" BLOCK MASONARY
? - I ' ? ' i i 2" WEEP HOLE W/
1/4 C.Y. WASHED
STONE AT LOW END
SPIDER DETAIL
?.s.
OR 8" D.I. SEWER MAIN
1/4" X 2" STAINLESS
STEEL STRAPS
2'-O" O.C. FROM BASE
2- 3/4" X 3" S.S. ANCHOR
BOLTS PER STRAP
2"X2"X2" CONCRETE ANCHOR
:'?:
:?
VENTED MANHOLE
RIGHT-OF-WAY N.T.S.
w WIDTH SHOWN IN SCHEDULE
c? w
NOTES
ASPHALT - WIDTH SHOWN IN PLANS Z ?
o ° ?- ?-1 ? 0 1. STEEL VENT PIPE: UNLESS OTHERWISE SPECIFIED, STEEL VENTS SHALL BE
?, I ? ° SCHEDULE 40 FIVE INCH (5") DIAMETER STEEL PIPE, CONSISTING OF
d' -RM- GRADE "B" STEEL AS SPECIFIED IN ASTM A-139.
3'-0" 5' MIN.
? O" MIN
(TYPICAL LN=SIN
__ 2. AlL STEEL SHALL BE GRAD "
E B" ONLY, WITH A MINIMUM YIELD STRENGTH
,
MIN. 80TH SIDES) OF 35,000 P.S.I.
- - - - -
- - - 3. THE STEEL PIPE SHALL HAVE AN INSIDE COAL TAR LINING 3/32 INCH MINIMUM
THICKNESS IN ACCORDANCE WITH AWWA C-203 OR A COAL TAR EPOXY
LINING CONFORMING TO THAT REQUIRED FOR STEEL (AERIAL CREEK CROSSING)
__ _ __ I
STEEL CASING TO BE CARRIER PIPE 4. OUTSIDE SURFACE OF PIPE SHALL BE SAND OR GRIT BLASTED T I
0 COMMERCAL
INSTALLED BY BORING
(SEE PLAN AND PROFILE SHEETS) STANDARD AND HAVE ONE (1) COAT OF ZINC CHROMATE PRIMER APPLIED
IN ACCORDANCE WITH FEDERAL SPECIFICATION TT-86A.
?_ CASING LENGTH
(SEE PLAN AND PROFILE SHEETS
) _ 5. PIPE SHALL BE FURNISHED WITH TWD 2 EVENLY APPLIED COATS OF R T
O US
INHIBITING ENAMEL PAINT, EITHER KOPPERS CLAMORTEX N0 501 ENAMEL
I PICAL BORING (OLIVE GREEN), SOUTHERN COATINGS RUSTALOY NQ 0537 ENAMEL
('ARO
EN GREEN), OR EQUAL.
N.T.S.

A 6" X 6' TEE
PLAN VIEW
3' x 3' ALLUMINUM HATCH
81LC0 OR APPROVED EQUAL
WITH LOCKABLE OPENING
6" GATE VALVE (TYP. OF 2)
"CHECK VALVE (TYP. OF 2)
6 X 6' X 6' CONCRETE VALVE
VAULT (INSIDE DIMENSION)
iW-3
FLGW
IA
NOTE:
ALL JOINTS ARE TO BE
FtANGEO AND GATE VALVES,
CHECK VALVES, AND TEE
SHALL BE BRACED AGAINST
WALL OF VALVE VAULT WITH
STEEL RODS
3' x 3' ALUMINUM HATCH
BILCO OR APPROVEO EQUAL
3" PVC VENT PIPE WITH LOCKABLE OPENING
WITH S.S. SCREEN
H ? -?
((?? o n
M IA ? a
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"C1 O . " is
ym Co
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EXISTING
GRADE
W J
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S` 3' MIN. Z o
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12' ?
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r. ? •„s i "
11 (.t4 ::?I
SECTION A
a,?
6" CONCRETE PIPE SUPPORT (TYP) AU GUST, 2003
UCSiLr,(0.
crow"
GER
c"cc"m
MCW

FORCE
MAIN VALVE VAULT ?Ut(
N.T.S.

N.T.S. ;"[E? "p
31
or 36
cu-s
FLOW
POLYPROPYLENE
FLUSHING CONNECTION
0-RING, BUNA
CED NYLON
UG ASSEMBLY
MED
YPROPYLENE FLOAT
2"
2" COMBINATION REINFORCED
NR VALVE .L W ? 2 STONE FOAMED POLYPROPYLENE FLC POLYPROPYLENE BODY
TOP OF PIPE
2" BRASS
GATE VALVE PACTED
8"X2" OR 6" X 2" 57 STONE
TAPPING SADDLE
6
- B" OR 6" D.I. SEWER FORCE MAIN SAE 316 SS CLAMP
?- FILL W/,?2 STONE TO TOP OF PIPE PLAN ??
?JCOMPACTED 2•
/ INO. 57 STONE COMBINATION AIR VALVE ASSEMBLY
N.T.S. Q
n
5" SCH 40 STEEL PIPE
6?
EXTEND VENT 1'-0" ABOVE
100 YEAR FLOOD LINE.
?- 1/4" MESH SCREEN
WELD CONNECTION
NON-SHRINK
GROUT
0
1
v
0
a
I
w n
? o
U I
Z N
0
U
En
a N
o w
o ?
o
3
0
I
N J
0
0
I
?a
a
RUBBER BOOT WITH
STAINLESS STEEL CLAMP
CAST OR CORE DRILL HOLE
PER MFR. REQUIREMENTS
3000 PSI CONCRETE
r '?? ?',
PIPE DIAMETER
,, ? , , . ? ?, AND MATERIAL VARIES
y+ ',e
?'
,,
'? ?'
, ?„ ? ,
FLOW
18"x18"x6" THICK
CONCRETE PAD
CAST IN PLACE
1/2"
CAST IRON
VALVE BOX
2" SQUARE
OPERATOR NUT
MECHANICAL JOINT
GATE VALVE
?. ,
1
'!,
p',?1 ??
e'
? '
? '?? '
,." II,
RUBBER B00T
CONNECTOR
CONCRETE WALL
WALL PENETRATION
N.T.S.
8" 2'-0" 8" DEWEY BROS. MANHOLE
RING k COVER N0. MH-RCR-2001
_ _ _ _ OR APPROVED EQUAL
NOTES:
? N Q 1. CONCRETE (4,000 PSI MIN.)
I I REINF. IN ADJUSTABLE RINGS
? TO MEET ASTM. C-478-72
WIRE MESH-ASTM. A-1 85-69.
2. FLAT-TOP MANHOLE TO
BE USED WHERE REQUIRED
a BY GRADE.
6x6 N0. 6 SINGLE MAT
REINF. IN CENTER THIRD
OF WALL ? IN TONGUE
& GROOVE
TAPPERED
LIFTING
HOLE ?
SATE VALVE ASSEMBLY
N.i.S.
NOTE:
MAKE REQUIRED FLOW DIRECTION
CHANGES IN MANHOLE Bl' SMOOTH
TANGENTAL CURVE OF SHAPED
MANHOLE INVERT.

? ICAST-IN-PLACE /
PLASTIC STEPS PIPE J
48" RUBBER BOOT
w/cLa?P
3
0
A
PLAN VIEW
-GROU7
6" STONE BASE
I. __
(J4 ® 12" EW _
5^ 5..
.- _ -- __
58"
?6?6 N0 6
SECTION VIEW W w MESH
PRECAST MANHOLE
N. T S.
MANHOLE WALL
FLOW
- Ck
PIPE
O ?M?
Si JORDAN IRON r0 O
r /y
?? O ? ? ? 1`
(?? O ??
\O ? O ? #?'
1/2" GRADE 60 NOTES:
iSTEEL REINFORCEMENT 1. COPOLYMER POLYPROPYLENE PLASTIC
STEP SHALL BE PLACED 16" O.C.
IN ALL STRUCTURES S' DEPTH OR
GREATER.
2. STEPS SHALL BE INSTALLED BY
MANUFACTURER AND SHALL BE
ALIGNED OVER STRUCTURE INVERT
OUT.
SECTION 'A-A' 3 DIMENSIONS SHOWN ARE TO CONVEY
FRONT VIEW
?-? 9-1/8" ----
l-- -- 3-3/e"
>. ?
'r'- MANHOLE WALL
J ,.. 5" MIN
THE DESIRED SIZE OF THE S1EP. STEPS
OF SIMILAR SIZE AND CONSTRUCTION
MAY BE ACCEPTABLE PRONDED
MATERIAL SUBMITTAL IS APPROVED
DV PWC.
4. MATERIALS OF CONSTRUCTION AND
METHOD OF INSTALLATION SHALL BE IN
ACCORDANCE WITH OSHA STANDARDS
AND ASTM C-478.
SERRATED TREADS WIDE ENOUGH TO
STAND ON WITH BOTH FEET
1-1/4 ISOMETRIC VIEW OF STEP
SIDE VIEW
MANHOLE STEPS
N.T.S.
I ?.
?-
??
? ? ? ?o8u ss
a?? ? ? (4) 1" HOLES ON
?} ? W?a ,?? 31" DU B.C. EQUALLY PICKBAR do GASKET
SPACED 90' APART GROOVE DETAIL
h?cR (3) 1" DW HOLES
any ON 31' DIA B.C. EQUALLY
SPACED 120 APART
1. MATERIAL: GRAY IRON CONFORMING TO
26" 13" ASTM A48 CL35B.
88 2. CASTINGS TO BE UNCOATED.
1 g" 3. COVER TO MEET OR EXCEED
T? AASHf0
M-306 PROOF LOAD OF 40,000 LB.
4. ALL LETTERING TO BE CLEAN, CRISP
WIPER GASKET AND CLEARLY LEGIBLE.
?" COVER SECTION 5. CASTING MANUFACTURER MUSE BE EAST
JORDAN IRON WORKS, INC. OR APPROVED
EQUNALENT.
27?" 6. CASTINGS TO BE MADE OF RECYCLED
261" 1?" MATERIALS, 75 9. POST CONSUMER WASTE.
a
EST. Wi.
COVER: 170 LBS
T FRAME: 175 LBS
7?' UNIT: 345 LBS
24?" MATT SPEC.
COVER -GRAY IRON
34" ? ASTM A48 CL35
?" FRAME -GRAY IRON
FRAME SECTION ASTM A4B CL35
HEAVY DUTY WATERTIGHT MANHOLE RING & COVER
N.T.S.
1" LETTERING
(2) PICKBARS
SEE DETAIL
1"
s
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AUGUST, 2003
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N.T.S.
:,,??? H?
32
x 36
?-- 12..
PLAN VIEW
INSTALL MINIMUM ONE FULL JOINT
D.LP. FROM MJ x MJ TEE PRIOR
TO TRANSITION TO PVC OR OTHER MATERIAL
COMPACTED
BACKFILL
d

a;

e ?.
p .
C .e
d .
n
<p
to
W
0_
DUCTILE IRON PIPE ?
AND MJ FITTINGS ?-
4-3/4' ALL I
THREAD RODS iv
I
- UNDISTURBED EARTH
. .'...'''.! I I-
-I
" -b p ` `- CONCRETE THRUST BLOCK
-III-I I COMPACTED PIPE BEDDING MATERIAL
PRECAST CONCRETE MANHOLE WITH OUTSIDE DROP CO
NNECTION
N.T.S.
8" 2'-O" 8" DEWEY BROS. MANHOLE RING AND
COVER N0. MH-RCR-2001 OR
3" _ _ _ APPROVED EQUAL
4"
____ I N Q
r--r11=1111111_-
1111111 CAST-IN-PLACE
o . __ PLASTIC STEPS
w ? o
I
• a VIII. 6"x6" 6 GAGE SINGLE MAT
? o ? REINF. IN CENTER THIRD
? ,I o OF WALL AND IN TONGUE
p N AND GROOVE
U
a
°0 48" TAPERED LIFTING
R w ;? < HOLE
\ ? '? ?
3 > EXISTING
X SANITARY SEWER
? ? RUBBER BOOT
o O WITH CLAMP
N w PROPOSED
? 4" MIN. SANITARY SEWER
0
0
I
a =111111
_- ----IIIIIIII_ Q >. ., ; . •:. a oo .111111-
4?49449`?, f? ? ??? o
-I I?-=III III =-11 = ? III ---
6" MIN. SCREENED ?_ SHAPED MH INVERT
GRAVEL BASE
-- OF CONCRETE
OR BRICK
PRECAST MANHOLE DETAIL BUILT OVER EXISTING SANITARY
SEWER
NTS
A
THRUST BLOCK DETAIL FOR TEES
A N.i.S.
UNDISTURBED EARTH
?L,Ad_ ??"????URBED ?,,,,,,,
???
NOTE: THRUST BLOCKS SHALL BE CONSTRUCTED OF 2000 P.S.I. CONCRETE
TABLE "A" OIMFNSIONS (IN FFFTI
BEND PIPE SIZE (NOM. DUl IN INCHES)
2 4 6 8 10 12 16 18 20 24
90' 1.5 1.9 2.8 3.8 4.7 5.9 7.5 8.5 9.4 11.2
45' 1.0 1.4 2.1 2.8 3.5 4.3 5.5 6.2 6.9 B.J
22 1/2' 0.8 1.0 1.5 2.0 2.5 3.1 4.0 4.5 4.9 5.7
11 1/4' 0.8 1.0 1.1 1.5 1.8 2.2 2.2 3.2 3.6 4.4
THRUST BLOCK DETAIL FOR WATER MAIN BENDS

? -"'-"'-" L
H MIN. EXCAVATED
TRENCH WIDTH E=?"
1? 'G'r0?
? ?I PIPE WIDTH + 12" ? FI NAL
? I
U ? BA CKFILL
Z
I
?
I
? ? III
WIDTH INITIAL BACKFILL
?
1= - - 6" ABOVE PIPE z

o

PIPE
Z I=i
I?
PIPE
I?I,I 4" MINIMUM
ONE I'I BEDDING UNDER w
-I III PIPE AND CONTINUE w
II TO TOP OF PIPE n
I I

III
?I
l11
[
11 JII
1
1 :III I
-_
-11
=
-
1 -11
_1 1 11L--III
PVC PIPE TRENCH
N.T.S.
UNDISTURBED EARTH
?_ UNDISTURBED EARTH ? ??
NOTE: THRUST BLOCK SIZE DETERMINED BY SMALLEST DIA OF TEE
DIM. PIPE SIZE (INCHES)
? ?? 2 4 6 6 10 12 14 16 18 20 24
A 1.6 1.9 2.8 3.8 4.7 5.9 6.6 7.5 8.5 9.4 11.2
I
? ?"'-"'?'"?I
? MIN. EXCAVATED
TRENCH WIDTH ?" '?"q
0 1L1?I PIPE WIDTH + 12" k FNAL
? II BACKFILL
Z I

n I 1
? W D
TH 1=
_ __iii _- - T Z
w
T? F INITIAL BACHFILL o
I-I III w
PIPE Tj 1 ABOVE PIPE m
ZONE F? PIPE ?
w
II w
- _ ___F _ a
llf I-
4" BEDDING
IJI I I IJ I C=III-] I E.I I EI I L?IIE31L-IIEHII
DI AND PVC TRUSS PIPE TRENCH
N.i.S.
Q n
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AUGUST,
ocs?cNCO.
LM
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nrtcem
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33
o, 16
EXISTING SEWER LINE SHALL
BE DUCTILE IRON 10'
EITHER SLOE OF CROSSING
n Q n
a CONCRETE ENCASEMENT
IF SEPARATION LESS
THAN 18"
a e
d a
a
ao
a WATER MAIN SHALL BE
DUCTILE IRON 10'
EITHER SIDE OF CROSSING
SEWER AND WATER CROSSING
N.T.S.
4" M
BENCHED TRENCH
SELECT BACKFILL COMPACTED TO 989.
DENSITY PLACED IN 6" LIFTS UNDER
ROADS AND 12" LIFTS COMPACTED TO
907 DENSITY ELSEWHERE
SELECT
BACKFIIL
AS
REQUIRED
a
2
a
3 w
z
N?
??
3'-0"
MIN.
UNDISTURBED EARTH
FOR GRAVITY & FORCE MAIN
MINIMUM 1 1/2" TYPE "i-2"
ASPHALT SURFACE COURSE
ENTIRE WIDTH OF STREET
EXISTING PAVEMENT SECTION 12"
MIN.
-- - '
..:__ti .._ __ -- I
---?i?-
- _
EDGE OF PAVEMENT
< 5' REMOVE EXISTING PAVEMENT
SECTION TO EXISTING EDGE. EDGE OF PAVEMENT
OTHERWISE SAW CUT AT 12" MINIMUM.

I-2 ASPHALTIC CONCRETE SURFACE COURSE. THICKNESS
OF PAVEMENT SHALL BE 2 INCHES OR 1 1/2 TIMES
EXISTING, WHICHEVER IS GREATER. THREADED
BRASS CAP
PRIME COAT FOR ASPHALT FINISHED GRADE CLEANOUT STOCK COLLAR
?COMPACTEDEDOAGG007.GDENS?E ? 18"X18"X4"
4"X4" WYE 4?"OPFC_(SCH Ol PIPE
CLEAN?10?1UT STACK
I
1/4"
12" RECONNECT TO EXISTING
SERVICE LATERAL PIPING
4" PVC (SCH 401 SERVICE WITH APPROVED COUPLING
LATERAL PIPE AN FITTINGS
& PROPOSED COUPLING TO CONNECT 'NOTE:
' WHY TO SERVICE U+TERAL CONTRACTOR SHALL OPEN CUT AND
PATCH SERNCES FOR ROADWAYS.
GROUT/ CAULK SEAL CLEANOUTS SHALL BE AT THE DOT
EX. WYE AND MAIN JOINT OR TOWN RIGHT-OF-WAY.
SEWER MAIN lYPICA
L SERVICE LATERAL REPLACMENT
N.T.S.
12' A11NIA1UM
I-2 ASPHALTIC CONCRETE SURFACE COURSE. THICKNESS
OF PAVEMENT SHALL BE 2 INCHES OR 1 1/2 TIMES
EXISTING, WHICHEVER IS GREATER.
4" 3000 PSI CONCRETE 12" EXISTING ASPHALT OR
PRIME COAT FOR ASPHALT CONCRETE DRNEWAY
6" STABILIZED AGGREGATE BASE
COMPACTED TO 1007 DENSITY
I (n v) I
ASPHALT AND CONCRET
DRIVEWAY OPEN CUT AND PATCH
x1s.
MINIMUM B" ABC STONE
BASE COURSE
FINAL BACKFILL
- - _---vuna --_ -- _..
OPEN CUT REPAIR FOR STREETS
WITH ASPHALT SURFACE OVER EXISTING PAVEMENT
N_rs.
12' AlINI4U11
6" COMPACTED CABC t '?-
EXISTING GRAVEL
DRNEWAY
3?-O"
MIN.
llllll_IIIIII 111111-11111
?-
1- q" -?I?III '?"
(nP)
GRAVEL DRIVEWAY REPAIR
N.T.S.
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AUGUST, 2001
oevcum
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GER
?i?cKm
MCW
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N.T.S.
s?u?, un
34
BETHLEHEM STD. SHEET
PILING, PZ-27 OR GREATER
BETHLEHEM STD. SHEET
PILING, PZ-27 OR GREATER
EXISTING SANITARY
SEWER MAIN
RUTS: TS 6"X6"X3/B" (A-36)
1 LARGER Q 7' O C.
WALERS: W10 X 60 (A-36)
OR LARGER
PROPOSED 48" RCP
STORM SEWER
WALERS: W10 X 60 (A-36)
OR LARGER
0
DEMOLISH AND REPLACE EXISTING
8' CURB AND GUTTER AS NEEDED
-5
STRUTS: TS 6"X6"X3/8" (A-36)
OR LARGER ® 7' 0 C.
-10
PROPOSED 48" RCP
STORM SEWER
-15
BELL RESTRAINT MJ 90' BEND
(AT TWD JOINTS
FROM 90' BEND)
ROMAC GRIP RING
RESTRAINTS (OR
APP'D. EQUAL)
BELL RESTRAINT
(AT TWO JOINTS
FROM 90' BEND)
-25
BELL RESTRAINT
TRENCH SHORING (ONE J01j FROM ROMAC GRIP RING
45' BEND RESTRAINTS (OR
APP'D. EQUAL)
N.T.S.
NG P CI CATIO
ALL EXPOSED GROUND SURFACES THAT HAVE BEEN DISTURBED DURING CONSTRUCTION SHALL BE
SEEDED IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS:
A) PREPARATION OF THE SOIL: THE SOIL SHALL BE LOOSENED AND MIXED TO A DEPTH OF
FOUR INCHES (4"). SUITABLE EQUIPMEM MEETING THE APPROVAL OF THE ENGINEER
SHALL BE USED. THIS OPERATION SHALL BE ACCOMPLISHED BY CUTTING ON ONE FOOT (1')
CENTERS PARALLEL TO THE CONTOUR OF THE SLOPE.
6) SOIL IMPROVEMENTS: LIME SHALL BE APPLIED AT THE RATE 2 TONS PER ACRE.
20-10-20 COMMERCIAL FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 LBS. PER ACRE
AND WELL WORKED INTO THE TOP INCH OF THE TOP SOIL.
C) SEED MIXTURE AND SOWING THE SEED: THE FOLLOWING SEED MIXTURE SHALL BE
USED:
POUNDS OF SEED PER ACRE
K-31 PENSACOLA KOBE
DATES FESCUE CENTIPEDE BAHIA CRASS tESPEDE7A
SEPT. 1-APR. 30 IS 5 50 -
MAY 1-AUG. 31 75 5 50 10
D) MULCHING AND ASPHALT-TIE DOWN: ALL SEEDED AREAS WILL DE MULCHED WITH 1-
1 1?2 TONS SMALL GRAIN STRAW SPREAD UMFORMLY, APPROXIMATELY 1?4 OF GROUND
SHOULD BE VISIBLE TO AVOID SMOTHERING SEEDLINGS. ASPHALT EMULSIONS SHALL BE
USED TO ANCHOR THE STRAW APPLIED AT 150 GALLON PER TON OF STRAW. (ALTERNATE
METHODS MAY BE USED, AFTER APPROVAL BY THE ENGINEER.)
E) MAINTENANCE: MAINTENANCE SHALL CONTINUE UNTIL TURF IS ESTABLISHED.
F) GUARANTEE THE CONTRACTOR SHALL GUARANTEE A llVE AND VIGOROUS S1AND OF
PERMANENT GRASS AT THE TIME OF ACCEPTANCE OF THE WORK CONSISTING OF 807.
COVERAGE MINIMUM FOR SEEDED CRASS WITH NO BARE SPOTS GREATER THAN 5 SQUARE
FEET.
FRTING "RESTRAINED
JOINTS PER SIDE
22.5' BEND 1
45' BEND 1
90' BEND 2
TEE 2
VALVE 2
•'OR PER MANUFACTURER'S RECOMMENDATIONS
NOTE:
RESTRAINTS SHAJ1 BE INCLUDED
FOR AlL VALVES AND TEES AS
SPECIFIED IN THE TABLE.
EROSION AND SEDIMENT CONTROL NOTES:
1. UNLESS OTHERWISE INDICATED, ALL VEGETATION AND STRUCTURAL EROSION AND
SEDIMEM CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCOItONG
TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE EROSION 6 SEDIMENT CONTROL
PLANNING & DESIGN MANUAL k ACCORDING TO THE SPECIFICATIONS.
2. ALL HARD SURFACE PUBLIC ROADS SHALL BE CLEAN AT THE END OF FACH WORK
DAY. PROVIDE TEMPORARY CONSTRUCTION ENTRANCES AT THE IOCATKkIS SHDWN
ON THE PLANS OR AS OTHERWISE NECESSARY.
3. THE LOCATION OF ALL EROSION AND SEDIMENT CONTROL MEASURES ARE APPROXIMATE.
THESE DEVICES SHALL BE LOCATED TO ACHIEVE MAXIMUM BENEFIT. IF WRNG
CONSTRUCTKN THESE DEVICES ARE NOT SUFFICIENT TO ADEQIWTELY CONTROL
EROSION AND SEDIMENTATION. ADDRIONAL EROSK)N CONTROL DEVICES SHALL BE
INSTALLED AS DIRECTED BY THE ENGINEER.
4. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED
AND DISPOSED OF WTIHIN 30 GAYS AFTER FlNAL SITE STABIUTATION.
5. CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO PREVENT SEDIMENT (GENERATED
DY CONSTRUCTION OR EROSION) FROM ENTERING STREAMS. CON51RUC1KIN VE3ACLES
WILL NOT BE ALLOWED IN (LOWING STREAM CHANNELS OR TO DAMAGE 1FIErt BANKS.
TEMPORARY STREAM CROSSINGS SHALL BE INSTALLED IN ALL FLOWING STRFNAS WHICH
WILL HAVE CONSTRUCTION TRAFFlC CROSSING THEM.
6. STOCKPILING OF EXCESS MATERV?LS IN WETLAND AREAS IS NOT ALLOWED.
7. IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL RE CHECKED
AFTER EACH RAINFALL OR WEEKLY, WHICHEVER IS MORE FREQUENT (AT LEAST DrULY
DURING PERWDS OF PROLONGED RAINFALL). CONTRACTOR SHALL CLEAN AND REPAIR
ACCORDINGLY.
5' LONG X 'WEIR L' WIDE
RIPRAP VEL?fIY
DISSIPATOR
MJ 45' BEND
? 57 WASHED STONE 5? 0 MINI
TO 12" THICKNESS ?
\ SIZE AS INDICATED `', a
V
BELL RESTRAINT
(ONE JOINT FROM
45' BEND)
TYPICAL FITTING AND JOINT RESTRAINT
LENGTH
FILTER FABRIC
CROSS SECTION g• THICK CLASS A
DESIGN RIPRAP
SETTLED TOP ?? 6"
2:1 SIDE SLOPE MAX. FDR SETTLEMENT
?r- 21" MIN. ? .,IJr
WEIR L
_ (?? ELERCENLY BY-PASS
a I 6" BELgV SETTLED
TOP OF DAM
NATURAL GROUND
FILTER FABRIC VARIES Ia SIDE SLOPE
C1A55 B RIPRAP
WIDTH
STONE SECTION
TEMPORARY SEDIMENT TRAP DETAIL
NT5
TEMPO RARY SEDIMENT TRAP SCHEDULE
TRAP N0. LENGTH WIDTH DEPTH WEIR LENGTH
S E PECIFIC TIONS
Q
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AUGUST, 2003
o[swm
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GER
nrtcx?o
MCW
surt
N.T.S.
mrn No
35
o, s6
MAX.
MAI 1
LINING
DEPTH
NON -WOVEN
GEOSYNTHEIIC
FILTER FABRIC RIPRAP SIZE
AND THICKNESS VARIES
SEE CHART BELOW
NOTE: CLASS A RIPRAP SHALL BE 9" THICK.
CLASS B RIPRAP SHALL BE 23" THICK.
CLASS I RIPRAP SHALL BE 24" THICK.
CLASS II RIPRAP SHALL BE 27" THICK.
3
MAX. 1
EXCELSIOR MAT 2' LINING
OVERLAP AT SEAMS DEPTH
STAPLES 2' O.C. I
BOTH DIRECTIONS
NOTE: PREPARE, SEED, AND INSTALL SOIL EROSION CONTROL
BLANKET ON DISTURBED AREA OF DITCH.
6" MIN.
FILL FABRIC W/ TOPSOIL
AND SEED & MULCH
3
MAX. 1 F
a
w
0
74 • MiN
0. PREPARE
AS SPECIFIED
NOTE:
OVERLAP SHALL BE 2" MIN.
AND BE LAID WITH OVERLAP
OCCURING ON DOWNSLOPE.
A.) BURY THE TOP OF THE MATTING STRIPS
IN A TRENCH 6" OR MORE IN DEPTH.
B.) TAMP THE TRENCH FULL OF SOIL SECURE WITH
STAPLES EVERY 12" ACROSS THE TOP AND
EVERY 3' AROUND THE EDGES AND BOTTOM.
C.) OVERLAP
BURY UPPER END OF LOWER
STRIP AS IN 'A' AND V. OVERLAP
END OF TOP STRIP 18" AND
STAPLE EVERY 12" JUST
BELOW THE ANCHOR SLOT.
Nvow-fow,
i F OVERFALL
D.) EROSION STOP FOLD TYPICAL STAPLES
F MATTING BURIED
�_� =_ y " 18 GAUGE WIRE
NSLR TRENCH AND
y �T
TAMPED. DOUBLE ROW
OF STAPLES.
PRESS ENDS OF MATTING 4" INTO THE SOIL
= AROUND STRUCTURES AND STAPLE SECURELY.
WHERE 2 STRIPS OF NET ARE LAID
_— - SIDE BY SIDE, THE ADJACENT EDGES
SHOULD BE OVERLAPPED 3" AND
STAPLED TOGETHER. EACH STRIP OF
NETTING SHOULD ALSO BE STAPLED
DOWN THE CENTER EVERY 3'. DO NOT
MAINTENANCE STRETCH WHEN APPLYING STAPLES
INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION
DISLOCATION, OR FAILURE. WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF
WASHOUT OCCURS, REPAIR THE SLOPE GRADE. RESEED, AND REINSTALL MULCH. CONTINUE
INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
DETAILS FOR STABILIZING SWALFS
SWALE SCHEDULE
SWALE NO.
FROM STATION
TO STATION
LENGTH SLOPE
LINING MATERIAL
AUGUST, 2003
SEE
SPECIFIC
TIONS
D.N
GER
PIPE
-I r
EXISTING
ROADSIDE
SWALE
GATHER ACCESS
AT
•
WOODENNTHETIC
ER ACCESS
1 1/2' MAX. jATH
TEMPORARY FABRIC
PROTECTION FOR DRP INLETS
N.T.S.
CONSTRUCTION SPECIFICATIONS•
1.) AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, POLYESTER, OR
ETHYLENE YARN - EXTRA STRENGTH (501b./1" MIN.) - THAT CONTAINS ULTRAVIOLET
RAY INHIBITORS AND STABIUZERS. FABRIC SHOULD BE SUFFICIENTLY POROUS TO
PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY SEDIMENT POOL
2.) CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.
3.) FOR STAKES, USE 2'X4" WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM
LENGTH OF 3 FEET.
4.) SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FEET
APART, AND SECURELY DRIVE THEM INTO THE GROUND APPROXIMATELY 18" DEEP.
5.) TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH 2"X4" WOOD STRIPS
AROUND THE CREST OF THE OVERFLOW AREA AT A MAXIMUM OF 1 1/2 FEET ABOVE
THE DROP INLET CREST.
6.) PLACE THE BOTTOM 12" OF THE FABRIC IN A TRENCH AND BACK FILL THE TRENCH
WITH AT LEAST 4" OF CRUSHED STONE OR 12" OF COMPACTED SOIL.
7.) FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED
TO THE NEXT STAKE.
�I
EXISTING DITCH
CENTERLINEI I L
J�t�Idl ICI IC
I --
NOTE:
IF PIPE DISCHARGES INTO ROADSIDE SWALE.
RIPRAP SHALL ALIGN WITH SPECIFIED SWALE.
PIPE OUTLET
12" \d FILTER FABRIC TO
{I BE INSTALLED UNDER
ALL RIP -RAP
FILTER FABRIC WITH
WIRE FENCING
4"x4" TRENCH BACKFILLED
AND COMPACTED AFTER
GEOTEXTILE FABRIC INSTALLED
NOTES:
1. SILT FENCES SHALL BE INSTALLED AS SHOWN
ON THE PLANS OR WHERE DIRECTED BY THE
ENGINEER TO CONTROL EROSION.
2. REMOVE SEDIMENT PERIODICALLY. REPAIR ANY
UNDERMINING IMMEDIATELY.
PROPOSED SWALE
W/ SPECIFIED LINING
22" THICK
CLASS B RIPRAP
CREEK CROSSING BOTTOM
CLASS B RIPRAP
23' THICK X 10' LONG
WTIH NON -WOVEN
GEOSYNTHETIC UNDERLINER
(MATCH EXISTING SLOPE)
NOTE:
MATCH EXISTING
BANK SLOPE
STREAM BANK STABILIZATION DETAIL
N.T.S.
TREATED 2"X4" POSTS SPACED
AT 10 FT. WITHOUT WIRE
FENCING AND 6 FT. (MAX.)
WITH WIRE FENCING.
4o
EXTEND FABRIC AND,--/
WIRE INTO TRENCH
TEMPORARY SILT FENCE DETAIL
N.T S.
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AUGUST, 2003
D(SIGNED.
D.N
GER
C 4C.(D
MCW
N.T.S.
S,4(T NO
36
0 3(� 6

TOWN
SANITARY
GRANVILLE
OF STEM
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SEWER SYSTEM
CONTRACT I
COUNTY, NORTH
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MQR r 8 ??04
CAROLINA
COMMISSIONERS
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Mayor
Commissioner
Commissioner
Commissioner
Commissioner
Commissioner
Clerk
Attorney
- Jack Day
- Al Brinkley
- Ethel 0. Blalock
- Robert Oliver
- Joseph W. Gooch
- Lonnie Cole
- Carolyn Fuller
- James E. Cross Jr.
HOBBS, UPCHURCH & ASSOCIATES, P.A.
CONSULTING ENGINEERS, SURVEYORS & LAND PLANNERS
SOUTHERN PINES, NORTH CAROLINA 28387
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LEGEND nnnr
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PROPOSED SANITARY SEWER MAIN ? m ?
? PROPOSED MANHOLE ? g ? G
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?- PROPOSED SERVICE LINE
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- - - PROPOSED SEWER FORCE MAIN H F ? ? _ ?
H PROPOSED DOUBLE CHECK VALVE 1`Ct? o k' k' ? ?
PROPOSED AIR RELEASE VALVE ? ? u
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® TIN VAULT ? ?
p.p PROPOSED PUMP STA 0 & ? ,?aY ? ? m ?
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UNE FN-3
UNE FM-1 ? = o
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UNE FlM5
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UNE S-2 ? / ? 2 a
UNE S-9 UNE S-1 ? o ?
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UNE S-11 UNE S_8 ZN ? O
UNE 5-16 ? UNE S-6 3 ° g
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AUGUST, 2003
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2
N.T.S.
? 36
GENERAL NOTES;
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO., TELEPHONE CO.,
AND THE WATER DEPARTMENT FOR THE EXACT LOCATION OF ALL UNDERGROUND
MAINS, CABLES, OR LINES BEFORE CONSTRUCTION BEGINS.
2.) PIPE SEPARATION -THE FOLLOWING MINIMUM PIPE SEPARATION WILL BE
MAINTAINED: 12 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF SANITARY
SEWER AND STORM SEWERS, 18 INCHES VERTICAL SEPARATION BETWEEN
CROSSING OF SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, ANO
10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER (INCLUDING FORCE
MAINS) AND WATER MAINS. IF THESE SEPARATIONS CANNOT BE MAINTAINED,
DUCTILE IRON PIPE SHALL USED 10 FEET EITHER SIDE OF CROSSING AND ALONG
ENTIRE LENGTH OF LINE LESS THAN 10 HOR120NTAL FEET FROM WATER MAINS.
THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE ENGINEER IN THE FIELD
BEFORE PAYMENT WILL BE MADE AT DUCTILE IRON PRICES.
3.) CONTRACTOR SHALL CLEAR k GRUB ALL TREES, SHRUBS, WOODLINE AND
OTHER VEGETATION AS NECESSARY. CLEARING LIMITS SHALL BE TO D.O.T. RIGHT-OF-
WAYS AND/OR ACQUIRED EASEMENTS.
4.) CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF NORFOLK SOUTHERN
RAILROAD'S NSCE-8 SPECIFlCATIONS.
5.) CONTRACTOR SHALL CONTACT.PSNC ENERGY ®919-598-7425 A MINIMUM OF
48 HDURS BEFORE CROSSING THE TRANSMISSION GAS MAINS.
6.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING All
EXISTING WATER SERVICE CONNECTIONS DURING CONSTRUCTION. ANY DAMAGE
WHICH OCCURS AS A RESULT OF SEWER CONSTRUCTION SHALL BE REPAIRED
AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT OF A TEMPORARY
SERVICE INTERRUPTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
OWNER AND BEGIN REPAIRS.
7.) ALL WORK PERFORMED WITHIN NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
RIGHTS-OF-WAY SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE NCDOT
CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL
OR TO THE MANUAL OR UNIFORM TRAFFIC CONTROL DEVICES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR PERFORMING THE WORK AND ADHERING TO THE
RIGHT-OF-WAY ENCROACHMENT CONTRACT SPECIAL PROVISIONS.
8. THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT IN A WORKMANLIKE MANNER.
THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF THE
EXISi1NG ASPHALT. FOLLOWING THE INSTALLATION OF THE SEWER LINE AND
ACCEPTABLE COMPACTION OF BACKFILL, THE CONTRACTOR SHALL INSTALL
6-INCHES OF COMPACTED AGGREGATE BASE WITHIN THE TRENCHES AND SEWER
LATERALS IN THE EXISTING STREET. THE CONTRACTOR SHALL INCLUDE THE COST
COST OF SAWCUTTING, REMOVING AND DISPOSING OF EXISTING ASPHALT IN THE
UNIT PRICE OF ASPHALT REPLACEMENT IN THE SCHEDULE OF BID ITEMS.
PAVING SHALL OCCUR WITHIN 5 DAYS OF THE INSTALLATION, BUT NOT UNTIL
UNTIL THE SUBGRADE HAS BEEN PROPERLY BACKFILLED AND COMPACTED.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE OWTJER TO
ACCURATELY DETERMINE THE LOCATION OF EXISTING WATER MAINS AND SEWER
LINES (THIN THE PROJECT AREA. THE CONTRACTOR SHALL TAKE ADDITIONAL
CAUTION IN EXCAVATING AROUND THE SERVICE LINES AND MAINS WHILE WORKING
WITHIN 1HIS PROJECT. ANY DAMAGE TO THE MAINS OR SERVICE LINES SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR.
10. THE CONTRACTOR SHALL REMOVE ANO REPLACE EXISTING CULVERTS AND DRAINAGE
STRUCTURES AS NECESSARY DURING THE CONSTRUCTION OF THE SEWER LINES.
ANY DAMAGED CULVERTS SHALL BE REPLACED BY THE CONTRACTOR AT NO
ADDI110NAL COST TO THE OWNER. SPECIAL CIRCUMSTANCES (LE. UNREINFORCED
CONCRETE PIPE) SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
IMMEDIATELY IN ORDER TO RECEIVE ANY NECESSARY REIMBURSEMENT.
11. THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWNGS INDICATING THE ACTUAL
AS-BUILT CONDITION OF THE PROJECT AT COMPLETION. AS-GUILTS WILL BE
FURNISHED AT OR PRIOR TO FINAL INSPECTION BY THE ENGINEER. MARK-UP
COPIES OF THE DRAWINGS INDICATING ALL DIMENSIONS AND ELEVATIONS ARE
ACCEPTABLE AS AS-BUILT DRAWINGS.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF
ANY POWER POLES OR OTHER EXISTING UTILITIES WITH THE ELECTRICAL AND/OR
TELEPHONE COMPANY PRIOR TO BEGINNING CONSTRUCTION.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT
15 NOT NOTED ON DRA'MNGS, AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR
SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN THAT
WHAT IS NOTED ON DRAWINGS.
INDEX OF SHEETS
SHEET N0. STATIONS AND LINE NUMBERS
1 COVER SHEET
2 LAYOUT MAP
3 SHEET INDEX AND NOTES
4 PLAN do PROFILE LINE S-1

6 P LAN & PROFILE LINE S-4
7 P LAN & PROFILE LIN S-4, S-5
8 P LAN k PROFIL E LINE S-6
9 P LAN & PROFIL E LINE S-6
10 P LAN & PROFIL E LINE S-7
11 P LAN & PROFIL E LINE S- , S-8. S-8A
12 P LAN & PROFIL E LINE S-9
13 P LAN & PROFIL E LINE S-9
14 P LAN & PROFIL E LINE S-9A, S-10A
15 LAN & IL LI S-9
16 P LAN & PROFIL E LINE S-10
17 P LAN & PROFIL E LINE S-11
P LAN & PROFL E LINE 5-12
19 P PR IN S-1
20 P LAN & PROFL E LINE 5-13
21 P LAN PR IN 5-14
22 P N IN -1
23
24 P LAN & PROFL E LINE S-16
25 P LAN & PROFL E LINE FM-1

27
28
29 P LAN & PROFIL E LINE FM-2 FM-3
30
31 M ISCELLANEOUS DETAILS
32 M ISCELLANEOUS OETNLS
33 M ISCELLANEOUS DETAILS
34 M ISCELLANEOUS DETAILS
35 E ROSION CONTROL DETAILS
36 E ROSION CONTROL DETAILS
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- - --- -- EXISTING WATER MAIN PROPOSED SANITARY SEWER MAIN 1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT
;,a EXISTING GATE VALVE ? PROPOSED MANHOLE IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER.
SHALL TAKE NECESSARY ST
P
T CONTRACTOR
'"

? ?r

?, o EXISTING FIRE HYDRAM

EXISTING POWER POLE?CUIDE WIRE
?-
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273 .88' ?
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f
EXISTING ASPHALT ROAD
i OP EN CUT & OVERLAY 8T - - - - - - - - - - --d?- - - --
REMOVE
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- 179'39'14" EX

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MH ?6
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CLEAR AND GRUB
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?, , - - -___ _ ? R9 _
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17450'11"
229
26'
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SHEET 35 OF 36
I ROPOSED 6" PVC FORCEMNN FM-
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EXISTING fi ? 1
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'SAN(fARY SEWER ^
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SANI TARY SEWER I_ w? WATER MAIN ? PROPOSED 6" PVC ?
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TING ASPHALT ROAD 1 H•'
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J .
LL DAMAGED ASPHALT THAT ,? _ V

EXISTING 4" IN SAME TRENCH AS GRAVITY SEWER MAIN
EXISTING 8' IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER.
SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER CONTRACTOR ?.'
THAN THAT `< i Q
? ?' °
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-- EXISTING WATER MAIN PROPOSED SANITARY SEWER MAIN
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b EXISTING FIRE HYDRANT

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d EXISTING TREE 0-D PROPOSED PUMP STATION & VAULT
TELEPHONE PEDESTAL
? EXISTING WATER METER
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1) INSTALL MANHOLE X35. 1) INSTALL WET WELL AND VALVE VAULT ?

2) INSTALL SEWER MAIN IN
2) INSTAtI SEWER AWN FROM WET
rn ((
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NOTE AND INCLUDING THE GATE VALVE. 0 0
THIS AREA IS EXTREMELY CONCENTRATED WITH EXISTING 6" 4) RESPONSIBLE FOR TESTING ALL
MATERIAL INSTALLED
4) RESPONSIBLE FOR TESTING uL
UTILITIES SUCH AS TELEPHONE, N CABLE, AND .
WATER MAIN
FIBER OP11C CABLE.
' MATERIAL INSTALLED.
EXISTING 12
GRAVEL ROAD
f"1
MH ?39
PROPOSED 6" PVC FORCEMAIN (FM-3 TO BE STA 8+15.44 S-4 'y?
LAID IN SAME TRENCH AS GRAVITY SEWER MAIN
CREEK CROSSING MH /40 ??
SEE SHEET 36 OF 36 STA ?+22.86 S-4 NOLSE HOUSE1 STA 9+88.33 S-4
PROPOSED 8" PVC -J
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MH 35 MH 38 ; EXISTING
SANITARY SEWER STA 6+12.81 S-4 18" RCP
STA 0+26.29 S-4 TEMPORARY SEDIMENT TRAP g2
STA 0+00.00 S-5 SEE DETAIL SHEET 35 OF 36 _ _ _ _ _ - - _ -- ?,- - - -
?_ - ? -_ -._- _.._ - ?T1?
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PROPOSED 2" P.E. ? HOJ E { EXISTING CONCRETE ? c S? N i'
SERVICE MAIN ? STEPS TO BE REPLACED 1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT va i
PROPOSED TALLY HO PUMP STATION IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR
STA O+OO.OD S-4 / SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN THAT J? ? ?
SEE CONTRACT II 50 fRP1LtR LINE S-4 WHAT IS NOTED ON DRAWINGS. o °:
FOR DETAILS BUFFER ? m
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK. ,p o
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LEGEND ? W
u
-- - --- - EXISTING WATER MAIN PROPOSED SANITARY SEWER MAIN ?- ?
EXISTING GATE VALVE

EXISTING FIRE HYDRANT
? PROPOSED MANHOLE
1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT ?
? w

a
?
•- PROPOSED SERVICE LINE IS NOT NOTED ON DRA'MNGS
T m
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?1, ?+ EXISTING POWER POLE/GUIDE WIRE , A
NO ADDITIONAL COST TO THE OWNER. CONTRACTOR z
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EXISTING ? DITCH N PROPOSED GATE VALVE WNAT IS NOTED ON DRAWINGS. ? F i
RIGHT-OF-WAY
-
8 PROPOSED DOUBLE CHECK VALVE
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK ? "-
? o
?
EXISTING FENCE
_ = EXISTING DRAINAGE PIPE
PROPOSED AIR RELEASE VALVE . ?
o
0
~?? EXISTING TREE 0+J PROPOSED PUMP STATION & VAULT ?
? TELEPHONE PEDESTAL "
° EXISTING WATER METER ?

32LF 16" STEEL CASING TO PROPOSED 20' PROPOSED PUMP STATION
SEE CONTRACT II
BE INSTALLED BY BORE AND UTILITY EASEMENT FOR DETNLS
JACK. EXTEND CASING 5' MIN.
MH X44
BOTH SIDES OF PAVEMENT
?TPAILEr g -
? d
MH X43 .
T MH ? 35 ?
STA 12+95.69 S-4 ?, -`
oRAi-LR
t_ ?--
EXISTING 8" A 15+00.71 S-4
EXISTING 12' S
GRAVEL DRIVE
'\A'tER
PROPOSED 2" P.E.

SERVICE MAIN STA 0+00.00
STA 0+26.29 S-5
S-4 ?' .,i

-
50.6
WATER MAIN ' EXISTING FIBER- L
4 ? 88'51'36"
OPTIC CABLE MARKERS
MH #41
STA i i+02.62 S-4 _ ? - -
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?
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--- --- - - -- -- _ -_

- 10' MIN. =
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SEE NOTE 2 ----
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V U O
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PROPOSED 4" PVC ? I PROPOSED 8" PVC
) SANITARY SEWER PROPOSED 8" PVC
SANITARY SEWER y ? Z

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FORCE MAIN (FM-3)
PROPOSED 6" PVC
UNDERGROUND F ?2S w I I ? %
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MH X42 ---,
FORCE MNN (FM 3) IBER-
OPTIC CABLE MARKER q ?
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} EXIS HOUSEI
TING 10'
NOTES.
MH X45 v? t?
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HOUS GRA F
VEL DRNE NCUS. STA 1+26.87 S-5 .C ? 4W ? N
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(1) THIS AREA IS EXTREMELY CONCENTRATED WITH G
v
UTILmES SUCH AS TELEPHONE, N CABLE, AND 4
FBER OPTIC CABLE. ? ? °
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LEGE ND NOTES-- ? u

EXISTING WATER MAIN
PROPOSED SANITARY SEWER MAIN 1. CONTRACTOR SHALL 8E RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT
) w °

EXISTING GATE VALVE
?
PROPOSED MANHOLE (S
NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER. CON
SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN TRACTOR
THAT
N 3 ?
EXISTING FIRE HYDRANT

EXISTING POWER POLE/GUIDE WIRE ?- PROPOSED SERVICE LINE
WHAT IS NOTED ON DRAWINGS.
o
N
N

EXISTING WOOD LINE _ _ __ _ _ _ PROPOSED SEWER FORCE MAIN

2.J SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK.

?
Z
°

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RIGHT-OF-WAY
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EXISTING DRAINAGE PIPE ? PROPOSED AIR RELEASE VALVE ?
? a
EXISTING TREE o-o PROPOSED PUMP STATION & VAULT p
TELEPHONE PEDESTAL
° MH X18 ?
EXISTING WATER METER STA 11+37.79 S-6
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EXISTING WATER MAIN PROPOSED SANITARY SEWER MAIN
EXISTING GATE VALVE ? PROPOSED MANHOLE
EXISTING FIRE HYDRANT ?-- PROPOSED SERVICE IiNE
EXISTING POWER POLE/GUIDE WIRE

EXISTING WOOD LINE PROPOSED SEWER FORCE MAIN
EXISTING ? DITCH ?? PROPOSED GATE VALVE
RIGHT-OF-WAY ? PROPOSED DOUBLE CHECK VALVE
EXISTING FENCE ? PROPOSED AIR RELEASE VALVE
EXISTING DRAINAGE PIPE
r?." EXISTING TREE 4i] PROPOSED PUMP STATION do VAULT
TELEPHONE PEDESTAL
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- `
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STA 18+13.74 S-6 SANITARY SEWER
is _ MH X20
t ?? STA 16+26.75 S-6 = --
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_ `" 13 f- " ? OPEN CUT & PATCH BOTH SIDES OF PAVEMENT.
EXISTING 14 CONCRETE DRIVE
S-6 . _ ___ NO EXISTING 8'
GRAVEL DRNE
MH ?18A MH #,9 LINE S-6
STA 12+85.26 S-6 STA 14+22.71 S-6
NOTE:
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT
IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR
SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN THAT
WHAT IS NOTED ON DRAWINGS.
MAINTAIN 10' MIN. HOR. DISTANCE
BETWEEN SEWER AND WATER MAINS
MH ?j24
STA 24+22.05 S-6
PROPOSED 20'
UTILITY EASEMENT
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LEG END
EXISTING WATER MAIN PROPOSED SANITARY SEWER MAIN
EXISTING GATE VALVE ? PROPOSED MANHOLE
EXISTING FIRE HYDRANT ? PROPOSED SERVICE LINE
> EXISTING POWER POLE/GUIDE WIRE _ PROPOSED SEWER FORCE MAIN
EXISTING WOOD LINE
EXISTING ? DITCH N PROPOSED GATE VALVE
RIGHT-OF-WAY ? PROPOSED DOUBLE CHECK VALVE
EXISTING FENCE ® PROPOSED AIR RELEASE VALVE
EXISTING DRAINAGE PIPE
EXISTING TREE ,rt7 PROPOSED PUMP STATION & VAULT
TELEPHONE PEDESTAL
EXISTING WATER METER
NOTES;
1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT
IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR
SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN THAT
WHAT IS NOTED ON DRAWINGS.
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK
TI
MH x'26 T
STA 1+14.05 S-7 ?? ?? `? ?.
MH ?i 7 WITH OUTSIDE DROP EXISTING 10' EXISTING 1 t' EXISTING 9' d d ?? >> \
STA 0+00.00 S-7 REMOVE EXISTING - ? GRAVEL DRIVE GRAVEL DRIVE GRAVEL DRIVE ?? ??? ?'."
STA 8+96.34 S-fi OAK TREE _ .. PROPOSED 20 ? ? Y?Y t?
EXISTING 11' PROPOSED 20' EXISTING 8' 178'14'22" UTILITY EASEMENT ?\
GRAVEL DRIVE UTILITY EASEMENT GRAVEL DRIVE
MH #27 MH X28 ,? ?? ? ?, \ IXISTING
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____ WELL STA 3+02.15 S-7 EXISTING 10' i REMOVE AND REPLACE TELEPHONE ?Q ??`
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F _- ?- ,
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EXISTING EXISTING ASPHALT DRIVE WATER MNN ?
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EXISTING WATER MAIN PROPOSED SANITARY SEWER MAIN
1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHAL
T THAT m
?
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?
EXISTING GATE VALVE ? PROPOSED MANHOLE IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR ?, "
EXISTING FIRE HYDRANT ? PROPOSED SERVICE LINE
? SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN TH AT z
EXISTING POWER POLE ?GUIDE WIRE __ _ _ _ PROPOSED SEWER FORCE MAIN - WHAT IS NOTED ON DRAWNGS. N i "
EXISTING WOOD LINE
EXISTING ? DITCH
N
PROPOSED GATE VALVE (1) THIS AREA IS EXTREMELY CONCENTRATED WITH
2) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK. ?
s ?
rc _
?
RIGHT-OF-WAY (? PROPOSED DOUBLE CHECK VALVE UTILITIES SUCH AS TELEPHONE N CABLE ANO
FIBER OPTIC CABLE ? ?
EXISTING FENCE
EXISTING DRAINAGE PIPE
?
PROPOSED AIR RELEASE VALVE
VER MADISTANCE BETWEE SEWER AND
T
R PROPOSED 4" PVC
FORCE MAIN (FM-3) a `-'
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MAINS.
E
TELEPHONE PEDESTAL
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- 100'25'17"
N
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EXISTING ASPHALT DRNE PR
P
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WATER MAIN
" O
OSED 4
PVC
SOLF i6
STEEL CASING TO MH 29 MAINTAIN 10' MINIMUM FORCE MNN (FM-3)

H X29 BE INSTALLED BY BORE AND
JACK. EXTEND CASING 5' MIN.

BOTH SIDES OF PAVEMENT.
STA 0+00.00 S-8
STA 12+83.69 S-7
(HOR.) BETWEEN SEWER pROPOSEO 8" PVC
AND MATER MAINS
SANfiARY SEWER
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BE INSTALLED BY BORE AND
'

STA 10+42.24 S-7
STA 0+00
00 S-8
REMOVE AND REPLACE EXISTING
CURB INLET AND 18" RCP %
S
?? TEMPORARY SEDIMENT
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MIN.
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35 036 FOR DETNLS ---? .?

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NOTF.
1.) CONTRACTOR SHALL BE RESPONSIBLE TOR REPLAgNG ALL DAMAGED ASPHALT THAT
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SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTNER THAN THAT
WHAT IS NOTED ON DRAWINGS.
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK.
RIGHT-OF-WAY 8 PROPOSED DOUBLE CHECK VALVE MH X70
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OPEN CUT do REPAIR SLF SANITARY SEWER
EXISTING CONCRETE STAIRS EXISTING 8'
MH X72 GRAVEL DRIVE
LINE S-11 STA 8+00.96 5-11
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LEGEND ?
NOTES:
-- ---- - -- EXISTING WATER MAIN PROPOSED SANITARY SEWER MAIN

?1 EXISTING GATE VALVE
?
PROPOSED MANHOLE
1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING AL
L DAWIGED ASPHALT THAT ?,
d
b E%ISTING FIRE HYDRANT
~-
PROPOSED SER
I
E IS NOT NOTED ON DRAWINGS, AT NO ADDI TIONAL COST TO THE OYAER. CON TRACTOR rn
?? a EXISTING POWER POLE/GUIDE WIRE V
CE LIN SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE O1HER THAN THAT z
0
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- -- EXISTING ? DITCH N PROPOSED GATE VALVE ? °

- - -- RIGHT-OF-WAY
e
PROPOSED DOUBLE CHECK VALVE 2. SEE SPECIFICATIONS FOR LAYOUT INFO
) RMATION AND BENCHMARK. ?
- ---- ? -- -- - EXISTING FENCE ?
_ ? E%ISTING DRAINAGE PIPE ® PROPOSED AIR RELEASE VALVE o
E%ISTING TREE 017 PROPOSED PUMP STATION & VAUL T
o TELEPHONE PEDESTAL
? EXISTING WATER METER
80' R/W }

N
_
t NC'»E Are
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00 FM-3 R
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0 ? 1
JACK. EXTEND CASING 5' MIN
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? MH X76
STA 6+21.06 S-12 EXISTING 8 PVC
WATER MAIN

GRAVEL DRNE 4 CONCRETE SIDEWALK

REMOVE do REPLACE
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o
ly III ? ,?
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TEMPORARY SEDIMENT TRAP k7 PROPOSED HOUSE
SEE SHEET 35 OF 35
ER
'
HOUSE
BE INSTALLED BY BORE AN
D E%ISTIN
G 10'
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' ? o SW v, ,
V V =
TRAIL
20
EASEMENT
MH 75 JACK. CASING TO BE CEM
UNDER RAILROAD TRACKS ERED GRAVE L DRNE 12
CONCRETE DRNE 4
? N
MAINTAIN 10' MIN. HORIZONTAL OR
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LINE S-12 ° °i
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LEGEND
-- -- ---- --- EXISTING WATER MAIN PROPOSED SANITARY SEWER MAIN
FM-5
43.90'
MAINTAIN 10' MW. HOR. gSTANCE ?
?7 EXISTING GATE VALVE ? PROPOSED MANHOLE MH B5 BETWEEN SEWER AND WATER MAINS E
,S EXISTING FIRE HYDRANT STA?0+10.52 S-13 ?
`U, ? EXISTING POWER POLE/GUIDE WIRE `-- PROPOSED SERVICE LINE
PROPOSED SEWER FORCE MAIN PROPOSED 8' PVC o
`•??-A•_ ?_tii EXISTING WOOD LINE - - - - - - f ? , r? SANRARY SEWER ? z
--- -- EXISTING ? DITCH N PROPOSED GATE VALVE j' 0 °
- - RIGHT-OF-WAY PROPOSED DO ?? ? ?1? ? d;' I EXISTING 10" AND 12' ? ? ? a
B UBLE CHECK VALVE icon > I? GAS MAINS SEE NOTE rc
--- s --
EXISTING FENCE ,,?? ? ? _ _ I I ( ) o
® PROPOSED AIR RELEASE VALVE I'?I In ? - - --' - ---- - - --- w
----
?_ __ ? XISTING DRAINAGE PIPE 1--_ ? ?? ? _-_ ?? __ GAS G o
?'a? _ _
EXISTING TREE 0-a PROPOSED PUMP STATION A VAULT J _- - -- _
? TELEPHONE PEDESTAL ?- - 82.00'
? 5-13
EXISTING WATER METER
[ - _- -- _-_- --' --t ?
TEMPORARY SEDIMENT TRAP 8 - - - - - -{
SEE SHEET 35 OF 35 ? TEMPORARY SEDIMENT TRAP (f9 -A-t 94'39'32" ?
SEE SHEET 35 OF 35 PROPOSED 8" PVC ? I
OPEN CUT AND PATCH 17LF EXISTING 11' SANITARY SEWER 85 20 2B" nl / -
OF EXISTING ASPHALT ROAD -I OPEN CUT AND OVERLAY 1,103LF ?
GRAVEL DRNE MH 83 j O OF EXISTING ASPHALT ROAp ? ?
EXISTING 12" MH X82 EXISTING 27' STA ?+50.66 S-13 O
? MAIN STA 4+76.45 5-13 GRAVEL DRNE ' ?2
EXISTING 10" HOUSE REMOVE AND REPLACE t I ? ? NOTE:
GAS MAIN ? EXISTING FENCELINE
AS NECESSARY CONTRACTOR MUST MAINGIN 18' MIN. (VERTICAL)
MH 80 ? REMOVE & RESET HCUSE ? AND 10' (HORIZONTAL) DLSTANCE BETWEEN -
IY EXISTING 15 RCP ? TEMPORARY SEDIMENT MH 84 EXISTING GAS MAINS AND
STA 0+78.45 5-13 ? TRAP ?f i 1 I ? PROPOSED GRAVfiY
-? 1 SEE SHEET 35 OF 35 ? STA 8+76.26 5-13 SEWER MAIN.
II; I
198.00' ? N(1 179'2'59" ? 5-13 Q
?' ? ,W MH X84 a m
8 ? 200,_Q0 _ - - 274.21' ? . , , STA 8+76.26 5-13 ?
y
s 0'49'34". -?. - _ _ 125.60'
M o?
135'0'0" SCHOOL JI R
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? ? _ _-- _ -- „^-_ . ?-,--_. 173'40'13' --- ? '? ? m
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EN CUT AND PATCH EXISTING NOTE:
PROPOSED 2" P.E. EXISTING 14' CONCRETE DRNE 20" RCP ? y
SERVICE MAIN , ? ??? ? ?
34.55' EXISTING 6" TEMPORARY SEDIMENT TRAP X10 1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT V V 4=? v
PROPOSED PUMP STATION WATER MAIN SEE SHEET 35 OF 35 IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR 4
STA 0+00.00 S-13 SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE O7HER THAN THAT ? '^
MH X79 SEE CONTRACT II WHAT IS NOTED ON DRAWINGS. a m
STA 0+34.55 S-13 FOR DETAILS LINE S-13 vi
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2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK. 'Q m
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LEG END ?
"oTE:
--- ---- EXISTING WATER MAIN PROPOSED SANITARY SEWER MAIN

C? EXISTING LATE VALVE
?
PROPOSED MANHOLE
1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT ?,
?
5 EXISTING FIRE HYDRANT
?-
PROPOSED SERVICE LINE IS NOT NOTED ON DRAYANCS, AT NO ADOITIONAI COST TO THE OWNER. CONTRACTOR N

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?. ??.>v?? ! EXISTING WOOD LINE
- -
- PROPOSED SEWER FORCE MAIN WHAT I$ NOTED ON DRAWINGS. m z
-

- ---- --- EXISTING ? DITCH

---- - - ---- RIGHT-OF-WAY H PROPOSED GATE VALVE
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK. ?
? c°

8 PROPOSED DOUBLE CHECK VALVE ?
- -- - ------- EXISTING FENCE W
__ ? EXISTING DRAINAGE PIPE ® PROPOSED AIR RELEASE VALVE o
EXISTING TREE 0-0 PROPOSED PUMP STATION & VAULT
TELEPHONE PEDESTAL
? EXISTING WATER METER i

MAINTAIN 10' MIN. HOR. DISTANCE
BETWEEN SEWER AND WATER MAINS ?? US;i

-- _ r`--,

PROP
" I 7RAl.
I
`
`??
OSED 8
PVC
SANITARY SEWER MH ?B7 -- f-._
_
MH X85 o STA 17+91.20 5-13
STA 10+10.52 5-13 MH X86 I EXISTING ?

STA 13+92.52 S-13
18" RCP o _
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GAS MAINS (SEE NOTE)
_ _ -__ _ - - _ _,? _ _ _ --- - - - -- - - -
- - - - ' _ ?ODCH ST, ... ' -- _
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WATER MAIN ? ?
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CONTRACTOR MUST MAINTAIN 18" MIN. (VERTICAL)
' S°?? '",

AND 10
(HORIZONTAL) DISTANCE BETWEEN ? V =

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ITR?"?LFR v ,?
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? 3e
NOTE:
1.) CONTRACTOR MUST MAINTAIN 18" MIN. (VERTICAL)
AND 10' (HORIZONTAL) DISTANCE BETWEEN
EXISTING GAS MAINS AND PROPOSED GRAVITY
SEWER MAIN.
2-) CONTRACTOR TO PLACE PROPOSED FORCE MAIN
INSIDE D.O.T. RIGHT—OF—WAY. FORCE MAIN IS
SHOWN OUTSIDE FOR CLARITY.
NOTE:
1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT
IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR
SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN THAT
WHAT IS NOTED ON DRAWINGS.
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK
I �— oDD �C FI1
1 OI 1.,C �1
460
460 ii IN . OUT 45426
{— _ 1 IN IN 4-4 - 'P ❑� i on�E-
---
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445.445
n�nn Bann 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
LEGEND
PROPOSED SANITARY SEWER MAIN
—
EXISTING WATER MAIN
pq
EXISTING GATE VALVE
•
PROPOSED MANHOLE
EXISTING FIRE HYDRANT
PROPOSED SERVICE LINE
EXISTING POWER POLE/GUIDE WIRE
_ _ _ _
_ PROPOSED SEWER FORCE MAIN
EXISTING WOOD LINE
N
PROPOSED GATE VALVE
--- —
-- EXISTING � DITCH
----
- RIGHT—OF—WAY
B
PROPOSED DOUBLE CHECK VALVE
EXISTING FENCE
®
PROPOSED AIR RELEASE VALVE
—_
EXISTING DRAINAGE PIPE
0 -fl
PROPOSED PUMP STATION & VAULT
EXISTING TREE
TELEPHONE PEDESTAL
EXISTING WATER METER
NOTE:
1.) CONTRACTOR MUST MAINTAIN 18" MIN. (VERTICAL)
AND 10' (HORIZONTAL) DISTANCE BETWEEN
EXISTING GAS MAINS AND PROPOSED GRAVITY
SEWER MAIN.
2-) CONTRACTOR TO PLACE PROPOSED FORCE MAIN
INSIDE D.O.T. RIGHT—OF—WAY. FORCE MAIN IS
SHOWN OUTSIDE FOR CLARITY.
NOTE:
1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT
IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR
SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN THAT
WHAT IS NOTED ON DRAWINGS.
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK
I �— oDD �C FI1
1 OI 1.,C �1
460
460 ii IN . OUT 45426
{— _ 1 IN IN 4-4 - 'P ❑� i on�E-
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n�nn Bann 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00

MH X96
STA 4+35.85 S-15
-" - - '"? PROPOSED 8" PVC
? SANITARY SEWER
- - - \
i ? ? '?,, ??_----- - MH X97 W/ VENT
??, _ ? ? STA 6+4&.65 S-15
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BUFFER ? 1'\ SEE SHEET 36 OF 36E
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8'52
44" `
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44"
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REMOVE AND
\ ? ? FENCELINE A ?
REPLACE EXISTING \
S NECESSARY
\
? MH X94 W/ VENT ?
STA 1+17.83 5-15
MH S95
STA 3+20.66 S-15 138'59'12"
?/
MH ?'9B
STA 8
50
+
.23 5-15
? 116'42'56"

MH #99
STA 10+31.13 5-15
LEG END
- -- EXISTING WATER MAIN PROPOSED SANRARY SEWER MAIN
?i EXISTING GATE VALVE ? PROPOSED MANHOLE
d EXISTING FIRE HYDRANT

`O? +
EXISTING POWER POLE/GUIDE WIRE ?- PROPOSED SERv1CE UNE

J;.'\hJ
EXISTING WOOD LINE - PROPOSED SEWER FORCE MAIN
- ---- - - EXISTING ? DITCH H ' PROPOSED GATE VALVE
- -- - - --- - RIGHT-OF-WAY 8 PROPOSED DOUBLE CHECK VALVE
--- ? --- EXISTING FENCE
EXISTING DRAINAGE PIPE ® PROPOSED AIR RELEASE VALVE
EXISTING TREE 0-D PROPOSED PUMP STATION k VAULT
TELEPHONE PEDESTAL
? EXISTING WATER METER
??
?- , ..
Og / 129'44'29"
1?
' PROPOSED 20' ` \
EASEMENT ? '
125'28'41" ?
166'37'16"
CONTRACT I II ? -
MH X100
STA 11+95.57 5-15 i) INSTALL MANHOLE X93. 1) INSTALL WET WELL AND VALVE VAULT
2) INSTALL SEWER MAIN FROM MANHOLE 2) INSTALL SEWER MNN FROM WET ? ,
X93 TO OLD HWY. 75 AND EASEMENT. WELL TO MH #93, STA 0+20.72 S-15,
STA 0+00.00 5-16
3) INSTALL FORCE MNN FROM CATS
VALVE (STA 0+50 FM-1) TO OLD HWY. 75 3) INSTALL FORCE VAIN FROM VALVE
AND ALONG OLD HWY. 75 TO BIJTNER. VAULT TO 8" GATE VALVE, NCLUDING
METERING VAULT, STA 0+40 FM-1 Q
4) RESPONSIBLE FOR TESTING ALL a
MATERIAL INSTALLED. 4) RESPONSIBLE FOR TESTING ALL m ?,
d ?
° °'
. MATERNL MISTALLED. N ,o a
(?
+
PROPOSE
D 8" PVC ? U
Z ` n
"V '?' m
20.72 \ ? SANITARY SEWER O H
® ? ym o°
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NQTES; of ! ! a
I T PROPOSED LEDGE CREEK PUMP 111'21'25" ? ? ??? I
?/ ? STATION (STA 0+00.00 5-15) MH X101 W/ VENT 1.) CONTRACTOR MUST MAINTAIN 18" MIN. (VERTICAL) `? _ 5 e
MH 93 SEE CONTRACT II NOTE: STA 13+36.37 S-15 AND 10' (HORIZONTAL) DISTANCE BETWEEN EXISTING H ? v o w,
? GAS MAINS AND PROPOSED GRAVITY SEWER MAIN. ? c ?? ? N
STA 0+20.72 S_15 90'0'30" FOR DETAILS V V =? ? m
STA 0+00.00 S 16 1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT 2,) CONTRACTOR MUST MNNTAIN 50 FT. MIN. BUFFER 4
IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR ?
SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN THAT ZONE FROM TOP OF BANK OF L(]lGE CREEK TO EDGE ? °,
LINE S- ? 5 WHAT IS NOTED ON DRAYdNGS. OF PUMP STATION h MANHOLES FOR 100' YEAR FLOOD. y o ..
.O m
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK. "O °
.. O ? a
425 Z = o
1425
?_ -
aJ VF 1 - ?
42O `? <? )VENTS SWILL BE INSTALLED EVERY 1,000LF -
?i __
OR EVERY OTHER MANHOLE AT A MINIMUM OF ? I- I
e? vl- v,lc?l I 12 INCHES ABOVE FLOOD ZONE LINE. ' I" --- 42O
a -_ ?
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M ,? .-c GRADE ? „
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M IJCIYER er D,??iep --- 1 `- ? ?? 'r'iiiv°Y CV1CR r
395 I M r -. - o __
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r 1° SALa,AVV ccwER O 0.401. - SE'•, ? ) ?I ?
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LEG END
- EXISTING WATER MAIN PROPOSED SANITARY SEWER MNN
D7 EXISTING GATE VALVE ? PROPOSED MANHOLE
,, EXISTING FIRE HYDRANT ?- PROPOSED SERVICE LINE
'T1, d EXISTING POWER POLE/GUIDE WIRE

?.?J?,?_-?/
EXISTING WOOD LINE _ _ _ _ _ _ PROPOSED SEWER FORCE MNN
- --- - - EXISTING ? DITCH N PROPOSED GATE VALVE
RIGHT-OF-WAY 8 PROPOSED DOUBLE CHECK VALVE
- ? ---
?- - ? EXISTING FENCE
EXISTING DRAINAGE PIPE ® PROPOSED AIR RELEASE VALVE
t EXISTING TREE 0-o PROPOSED PUMP STATION k VAULT
? TELEPHONE PEDESTAL
? EXISTING WATER METER
IotES
1.) CONTRACTOR MAST MAINTAN 18" MIN. (VERTICAL)
ANO 10' (HORIZONTAL) DISTANCE BETWEEN
EXISTING GAS MAYIS AND PROPOSED GRAVTIY
SEWER MAIN. o
rn
2.) CONTRACTOR MUST MAINTNN 50 FT. MIN. BUFFER ?
ZONE FROM .TOP OF BANK OF LEDGE CREEK TO EDGE ?
OF PUMP STATION R MANHOLES FOR 100' YEAR FLOOD.
MH N46
STA 23+83.82 S-15 S-9B S.g
MH N101 W/ VENT STA 0+00.00 S-9 IT?l?l71`1 ? ' .-
STA 13+36.37 S-15 STA 0+00.00 S-9B ? 'til?? l
MH N105 STA 0+00.00 5-11 ? ?
? 1? ?
\ TEMPORARY SILT FENCE EXISTING 10" k 12" STA 22+22.10 S-15 1
SEE SHEET 36 OF 36 GAS MAINS SEE NOTE EXISTING 10T2T53" ? /
+ PROPOSED 8" PVC ( ) IRON ROD II 55'41'3'
?. / SANITARY SEWER {
? ?
iI Q
50' MH 103 ,..? ? ? ?? I N
` N - 151'0'3 ' ' 161 ? I) y"
BUFFER STA 18+36.77 S 15 3 J , ? o m
111'21'25" ? ? 78'59'57" p ? ? ?? . 8 m
` ? ? ` 169'30'31" U ? ? '°
` I ,tn ? 1 bm i°
y G m
50 S-11 Q e
? ? ` BUFFER ? , _-? ' PROPOSED I
A ?( - - -? - ly 1 = o
20' EASEMENT °? ? I a 4
? - 213.08''-- ?? ? ? I
? \ 119'5'37" ?' ? - - - - ?' - - ? ? v ? ? `
\ ? ?" CONTRACTOR SHALL L xT ? ;,
PROPOSED 20' `? N , RE-ROUTE DITCH ? c Sy? N
EASEMENT \ ? ? "C? x .: m
? 149'19'2" ? 4 d
/ MH 104 , N
MH N102 LINE S-? 5 STA 20+49.83 5-15 H
STA 16+46.11 5-15 '? m
? Via`
:. _ ?
N?._ I
- C_ _ __- _.._._ o
N TES:
",
.
- ? _ N - 1.) CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT
430 - `r { ? ? ? IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR I 450
43O 45O SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN 1HAT
_ „
? ` h{vi - ?• t WHAT IS NOTED ON DRAWINGS. -- -?
- 2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK. -.
.. -_ _.- _... ?? J - ..
425 - : ? ?w ?. , ..425 445 ? 445
ISTtNG <yi s ? {'? ?'
DE - Mn_ 40 ,
I 2'°-_ ? i ? - - iin. 23t83.82-?-i5 ,
??.? ?? I ? ,n I STA, 0+00.00 5-96 __ _
420 ?- r. 1- N{m
srA o+0a.oo.S_1t { ? Q
- _ ,. _ „ 440 ' ? Z
o -? {
_ ?? , .? ,` ??r?- ??x° ? ? ?: kIM ELEV. 436:18' ? W o
?..--- --_ ? c?
Q
r? „11f, o L PROPOSED N , ?? ° J
415 ?, d ? , y?. 41.5 ? ? ? cRADINC +i> a ? 435 Wrn ? ?u1
III' ?? ? o.-
1 f {. o / 100 'fR. FLOOD ZONE ? 0 0 .??odG _? {? ?? {,w ?i : ? ? W Z ? I
Boa tZ ? w? ,? I ?Nz 4?1W
41 ? y a -- g^ oy0 ANITAR'f SEWER ® .40y 410 _ ? 3 MIN. ? ?
' 430 z o z
ors ?w in{ -C{- ? '.\ __ - ?'?- Q I OQ w g
{1t 1-` ? a
t _ L J
? 405 =?- I ? w ? -„ ? ?' ? I ? ° I ? 405 425 ?1 ?----.. '?? ? 425 Q
? ?` { i" ..?';?aR? 5{~ - o{z -'8" F^:C SAN. LWER ? G.40" (n ?
/ ?? - ?_ r.D ? ndl% ? ?
? _ PN o 6 8" PVC SAiJ. SE????• ? .
V " f
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400 ? -?°? ? - - 400 420 ",{? ` ?{N ? 420
QI? ??{a i i I
1 N,: a n ? ? I
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__ --_- _ n -_. -- -_ AUGUST, 2003
I --- ---IF- - ??-?-- --}- i
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? I ? {, NOTE: -, ?,z ? n n I
i -395 V (? _ ----- - _ ______ 395 415 ?{? `"1 ?I ' : _ _ _ ? 415 oESl???o
I ?,{? ? VENTS SHALL BE INSTALLED EVERY 1000LF ??? zj? --?{a ? ?? oaewx
I r? ?, OR EVERY OTHER MANHOLE AT A MINIMUM OF .,. O < < I ? _ GER
1 --- F??_---- _ -- - - 12 INCHES ABOVE FLOOD ZONE LINE. --- - - - - c"¢"co
I I
o{z ( I _ EXISTING 10" k 12 ? ? I ? MCW
390 -- -- ------ - - ---- ? 39 1 As MAINS (sEE No E N1) ?{?z? ,
-- sup H - 1•=so'
;I; ? -- -- -- --- - - __ ? - __. _ _ -- 0 410 --- _.?----- --
f -- - --- - - ?-- -- - -- - {- - - - - ---- --- -'-?- - -- - - - - ---- ----? - ;._ 410
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$5 ? ? ? ? 385 405 '? ? !- ! ? - _, _4?5 '?
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 ?? 3a
MH X93
STA 0+00 00 5-16
STA 0+J3.49 5-15
® CONTRACT I CONTRACT II
PROPOSED
5-15 18" RCP 1) INSTALL MANHOLE ?J93. 1) INSTALL WET WELL do VALVE VAULT.
73.05' 2) INSTALL SEWER MAIN FROM MANHOLE 2) INSTALL SEWER MAIN FROM WET
??
'
" MH X106 X93 TO MANHOLE 111 ®SR 1004. WELL TO MH X93, STA 0+20.72 5-15,
u \?
153'16
34 STA 0+73.05 5-16 STA O+OD.00 5-16
?? 123'36'46"
' 3) INSTALL FORCE MAIN FROM GATE
?'? \ 114.22 VALVE (STA D+50 FM-1) TO OLD HWY. 75 3) INSTALL FORCE MAIN FROM VALVE
? ?? \, 1 50 PROPOSED 8" PVC AND ALONG OLD HWY. 75 TO BUTNER. VAULT TO B" GATE VALVE, INCLUDING
? BUFFER FORCE MAIN METERING VAULT, STA 0+40 FM-1
i 4) RESPONSIBLE FOR TESTING ALL

e i MH X107
STA 1+67.27 S-16 MATERIAL INSTALLED. 4) RESPONSIBLE FOR TESTING ALL
MATERIAL INSTALLED.
LEG END
EXISTING WATER MAIN PROPOSED SANITARY SEWER MAIN
i? EXISTING GATE VALVE ? PROPOSED MANHOLE
? EXISTING FIRE HYDRANT ? pRpppSED SERVICE LINE
?n, a EXISTING POWER POLE/GUIDE WIRE

'.J?_J?.'_\:'
EXISTING WOOD UNE _ _ PROPOSED SEWER FORCE MAIN
- --- EXISTING ? DITCH H PROPOSED CdTE YALVE
- - - RIGHT-OF-WAY 8 PROPOSED DOUBLE CHECK VALVE
- - -.-- EXISTING FENCE ® PROPOSED AIR RELEASE VALVE

J EXISTING DRAINAGE PIPE
?t EXISTING TREE 0 fl PROPOSED PUMP STATION k VAULT
? TELEPHONE PEDESTAL
EXISTING WATER METER
PROPOSED 180'0'0"
18" RCP TEMPORARY SILT FENCE
SEE SHEET 36 OF 36
157.14'
PROPOSED HOUSE
18" RCP PROPOSED 8" PVC EXISTING RIGHT-
- ? BLDG SANITARY SEWER OF-WAY MARKER
EBQPOSED 2" PE ? 'oM T
ERVI?E W/ METER N EXISTING EXISTING 10" & 12"
178'59'58" IRON PIN GAS MAINS -SEE NOTE J
\ EXISTING ? , - %'
90'9'17" 18 RCP ?_ ? =?"? ' ??
175'23'45" -
? - ? - _ ? 281.43'- - - - - _ _?285.81-Y-=` ' ?
- ? - - 250.83= - MH 111
"_?_---- ___-_- L . ?"
? _ .. __._ ... __- --,__?--- ._.---- , .. _ -' ? ??. ? STA 11+62.48 5-16
? ? EXISTING ???? - -- --- n - ??----". _-
?','• _ RDAD slcN ?? SR 1004 // _ M(- -
MH X108 WITH Z ??
OUTSIDE DROP MH #109 EXISTING ? I ?
STA 3+44.41 S-16 STA 6+25.84 5-16 15" RCP ? STA 8+76.67 S-16 NOTE'
?? 1. CONTRACTOR MUST MAINTAIN 18" MIN. VERTICAL
EXISTING OPEN CUT ANO PATCH EXISTING AND 10' HORIZONTAL DISTANCE BETWEEN (EXISTING)
GUARDRAIL 25 ASPHALT DRNE AND CURB GAS MAINS AND PROPOSED GRAVITY SEWER MAIN.
SEEPDETAIL SH?EfE35 ORF 3612 LINE S-16 HCUSE
-450 .,u a 1? ST,,. , I+ 2s s-16 I
•? ? 450
? PROPOSED 6 _ .. _._._. - ? '.
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430
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f - iica ? D.4D. _
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= .440 -. ?;; J _ 6r -.- a oV! tiAN ARY Sc .? - ? 440
<- 1 -
420. ?ti • ? - - ,r.- ,
_ = 2
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? ¢ ? . ._? IrKUrVjrl m 435 GRADE
?. ..e- ??g d I ? 5I ' ? 435
i ty c T?,
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415 I ? lrnf ? / 1rn ? ?, _'aPw _ a;?P!" ? Q EXISTIN 10" r i
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20??-. c , X ?,_ -. >> i/ FkICTI i ! i .? a :nv 3 XISTING 12' - i
?c ? ? NL' 430 ? I ^_•.?.' 1? - ?j? MAIN 1430
> l
nw} w 7 cE`'?.+e'.. M OPOSED i". a .w vai" .r?' -- -
410 " .;r". - I
Ao ?_. I ?• " i RCP e ? i T .?,- i I
r.r A h':.
_?? rl /fir Y I I 111/I d ?(g N ?; I_
w ? ~? 425
7 I '`?? "? ?? I a f"'iw i?"'LLV i°' ??? 1.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT I
405 ! ? !`°? '?'' ! ? 405 T ? !?" ? ?i ? THAT IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER
?} ??- `' ar ? ? THE CONTRACTOR SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE r
_ SP` ? .? ? r "c-
+1 ? ? .di°?'a\ . r\i• nI- ;, I ? _" I ??:''? ? ,y, ?!?,' ; I; OTHER THAN THAT WHAT IS NOTED ON DRAWINGS. I
1420
? V`?.-? ? _ °Ir; ?Io j ???? - -?- 2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK.
400 ^? E? - ? - r ?? 400 7
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395 ? ? _ - = I' ? _ N ,? ? t ? ? ??" o
INV. IN 4VU.69? L- ,r„>, ? ? is E
- -- _--_ _-ioo_?rt. F_cOG _ 395
PROP SED 8" PVC ? --- ?----- ??WN
EORC MAIN ? ?®' i
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---- ----- ? ?_ ? a1o GER
-- ---
PROPOSED u?i+v - _-- --------- - ----- _.. --- -- - -- ------ - -- ----- -- -- ------- - - -- oaam
39Q 1 ? IS" RCP iu.r I ----- MCw
- -- ---- - -- - -- - -- _ _ - --390__
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i,uV Lint 3u t.?n' - - -- ----- -- - - I I ( r
- - -? -- ?? - INV. OUT 07.74' _ i i l ? ( 405 sum .o
405 p
? 1 INV. IN 4b7.64' I '? i t ? A
385. ; iNY iN ?;,? a, I. -I6, I i ? ? '? ? `t
I
385
0+00 1+00 2+00 3+00 4+00 3e
- 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
- -J ExlsnNC lo'
??? ? I BOX CULVERT
5-16l= '----- ---_.. t?,r? `??•,}'"x STA 11+26 FM-1 bm
-' --'„-- _ ?`?`'' li I 15' 1-6 A.R. VALVE n
STA 3+34 FM-1 - -_--- __ _y -' _ '-- __-cc?,,?? j .l _- 1-8" GATE °
1-8" 90' BEND % "- ?-_ _ _--'- -- - -_._,?-} tit,?z ?? _ VALVE <
---'`? -?- -' -____-_ - _ ? II EXISTING 7
_ a
_ _ 24" RCP z
CONTRACTOR SH LL "`r-, fir. ---- ______ - =?"T--?l='=?•_?_.'- _ I ? o
PROPOSED SUPPLY BACKFILL FOR BANK 5 '?~?'? ?'??, --'---__ _ '--_____ -_ ?? 10' N Z t
__ _ ? _ ? _ °
16 RCP I- STA 0+50 FM-1 -o__-o--f ? - ti_ _ ___- -- - -
?_ -? = _ ___ _ _ ?i ?
a
N ? ?-
1-8" GATE VALVE ?r -??_a_? T_ __ ---=?I- i -- ?l yyp ?°
- - --- _ . - y_- _ - - . _
BEGIN CONTRACT I, END CONTRACT II - -- _ _?_,_ - --___ _- _T_1??-__ _ DmA B?'
---- _
STA "3+62 FM-1 __ ____
1-8 A.R. VALVE STA 0+43 FM-1 EXISTING ?? i -''` - . _ _ __-_ _ ??-t ??_.___J_ ?---?=yip °o
FENCE EXISTING 10 ? I __- _-___ -____ _ p
_ _ _ +?z ?
1-8" GATE VALVE 1-B" MAG-METER GRAVEL DRNE EXISTING 12' °?=t
SEE CONTRACT II 5' ' -- - o z
PROPOSED STA "0+35 FM-1 PROPOSED B" PVC GRAVEL DRIVE ;=D
2" P.E. 1-8 45' BEND '^
SERVICE STA FORCE MAIN EXISTING 12' ? ?Z
0+00 FM-1 GRAVEL DRIVE t ?
PROPOSED TIE TO PROPOSED (EDGE CREEK LINE FM-1 ?.
18" RCP ? PUMP STATION VALVE VAULT
440 1T + 4 F -1 ST 3+62 FM-1 _ - ..
END 1- A.R:=vA1vE 440 460 _ ??.?
- ? _ - _ A - 460 470::: 470 ,p1'
w
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I EXISNNC G DE 1-8 ATE VALVE
-- NG GRADE .__
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430 ;? __
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. _ _. _ - -
_ ' -450 -
' 450 460 - - 460
? N v ?o ago A 3 2 FM-1 __ -
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- UU
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__ _.-..._ ? _ ?-_ _-_ ...__.. m 2 o a
420 aap I . ! mm GRADE END.B RES. dT:' PIPE, :_ _ d-.::420-- -440 _ MI ,
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-- PRAQOSED _ --
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-- = OH o0
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PROPOS D r - - - -
?,-- GP - -.- 440 Q C I a ?
18 RC - _:. r _ } PROP SED PR ? -' - - ? ? I I i
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t???? ?tO
400 - -? _ PROPOSED
400 420 ? ? ?,
420 430 _ a ? ? .? °
430 ? o s? . N
-- ._ _ o =S
..PROPOSED 2" P E. . Bi `
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390 _ - .INV. IN 393.02 G(tAVITY SEWER. 390 .410 _ ° v
- 41:0.. 420 `- _ 420 H m =
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0+00 2+00 4+00 6+00 8+00 10+ 3a
00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 c
0
T °
STA 40+50 FM-1 STA 47+79 FM-1
1-8" A.R. VALVE 1-8" 45' BEND STA 49+09 FM-1
? 1-8" GATE VALVE EXISTING 1-8" A.R. VALVE
1-8" GATE VALVE .
u 24" RCP , NN
?- ? -t---_? ?-_= )
STA 32+09 FM-1 ? /'? --r-- ??04_'` -- ?p? _ ' I - I _- snap
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? W a ? 10' ? 1? 8 4B 5, BEND 1 ?l ? t 1-8" 22' BEND H a !
oti? _ 5' ? EXISTING B' (, ti?! STA 48+81 FM-1 p ? '"
? y GRAVEL DRNE 42LF 16" STEEL CASING TO `? +? 1-8" 45' BEND ? ? z ?
EXISTING 12 LINE BE INSTALLED BY BORE AND w? ?
GRAVEL DRIVE FM - 1 STA 48+63 FM-i ? o J
JACK. EXTEND CASING 5' MIN. 1-8" 90' BEND ? z
- BOTH SIDES OF PAVEMENT. li W ? O
500 - O ?, Z ?
-- -- - - -- - -- 5 N ° o_ ''
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490 1-8 A.R. VALVE STA 40+50 M-1 I I z ? Z z
- - r?V 1-B A.R. VALVE j z ? I ° w
---f - - 6=GAT€-v u€-- --? ? ? Z? i > I _ 490 u? ? a ?
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480 ?' , ? _ EXISTING GRADE ? a Z_ d m a + .a + +
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--
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470 %' ' --'? ? ?? ?? PRA ?? ? -? ----? nucusr, 2003
-- ___ -1 -.--- ---- ?_ _ OPO ?? ? ? t
---
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.. // ? 3' MIN. -- ---- -1-- ----- U?, p_??
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460 ? q? J? __
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--- - --- __.- -- ?--- - ---- --- -_-- - - 460 cwloa
----
;STA 48+19 FM-i ! STA 48+61 -1 ?- ? - IG,
---._ ? ----- --- - - ? _ ----- --- -- ? j BEGINS EL CASING EN S L C SING
I
_ -- - - _ - --- - -- -- - I -
L i , 450 25
28+00 30+00 32+00 34+00 36+00 38+00 40+00 42+0
0 44+00 46+00 48+00 50+00 52+00 54+00 36
a.
OPEN CUT AND PATCH
30' OF ASPHALT DRNE
'
?
E%ISTING 10
EXISTING BLOCK m
OPEN CUT ANO PATCH GRAVEL DRNE Ij HEADWALL
3? 38' OF ASPHALT DRNE
" ? ?
PVC
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got ?i 1-8" 45' BEND ?l ?'?r???' ??--._ -_; - _ - __? I
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1-8" 45' BEND ,
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GRAVEL DRIVES ' ? !?' -' -- .
BE INSTALLED BY BORE AND GRAVEL DRIVES !?l 4' - ` r-=_ -
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AVEL DRIVE
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4OLF 12" STEEL CASING TO TIE TO PROPOSED ?
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EXISTING CR
PROVIDE BUTYL
RUBBER SEALANT
AT ALL JOINTS
z
a
a
a
0
a
0
0
r-
z
iv
PRE-CAST MANHOLE
STEPS 16" MAXIMUM
SPACING
LOCKING MANHOLE RING AND COVER
i -GROUT
Z GUMtlINA
AIR VALVE
OR 8" D.I. SEWER MAIN
48' DIAMETER PRECAST
MANHOLE SECTIONS ACCORDING
TO A.S.LM. C478
4' MIN.
NIPPLES
12"
2"
2" COMBINATION
AIR VALVE L W ?' 2 STONE
TO OF PIPE
f2" BRASS
(GATE VALVE PACTED
57 STONE
8"X2" OR 6" X 2"
TAPPING SADDLE
- B" OR 6" D.I. SEWER FORCE MAIN PLAN VIEW
?- FILL W/?2 STONE TO TOP OF PIPE
?JCOMPACTED
/ IND. 57 STONE COMBINATION AIR VALVE ASSEMBLY
N.T.S.
ru?rrrturi
FLUSHING
0-
FOAMED POLYPR(
? 5" SCH 40 STEEL PIPE
6?
EXTEND VENT 1'-0" ABOVE
100 YEAR FLOOD LINE.
? 1/4" MESH SCREEN
WELD CONNECTION
BOLTS TO PIPE
SPIDER, BY SPIDER MFG.
OR APPROVED EQUAL
HEAVY DUTY STEEL SKIDS (4)
CARRIER PIPE
SPIDER SIZE DETERMINED BY
SIZE OF STEEL CASING AND
CARRIER PIPE.
RIGHT-OF-WAY
w WIDTH SHOWN IN SCHEDULE
Z
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Cr
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2'-0" 3'-D" 5' MIN.
(TYPICAL --
MIN. MIN.
BOTH SIDES)
STEEL CASING TO BE
INSTALLED BY BORING
(SEE PLAN AND PROFILE SHEETS)
CASING LENGTH
(SEE PLAN AND PROFILE SHEETS)
TYPICAL BORING
Nrs.
NCLOSE END
V/B" BLOCK MASONARY
2" WEEP HOLE W/
1/4 C.Y. WASHED
STONE AT LOW END
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BOLTS PER STRAP
?? 2"XZ"X2" CONCRETE ANCHOR
'a'.
.1?:
VENTED MANHOLE
N.T.S.
NOTES
1. STEEL VENT PIPE: UNLESS OTHERWISE SPECIFIED, STEEL VENTS SHALL BE
SCHEDULE 40 FIVE INCH (5") DIAMETER STEEL PIPE, CONSISTING OF
GRADE "B" STEEL AS SPECIFIED IN ASTM A-139.
2 ALL STEEL SHALL BE GRADE "B" ONLY, WITH A MINIMUM YIELD STRENGTH
OF 35,000 P.S.I.
3. THE STEEL PIPE SHALL HAVE AN INSIDE COAL TAR LINING 3/32 INCH MINIMUM
THICKNESS IN ACCORDANCE WITH AWWA C-203 OR A COAL TAR EPOXY
LINING CONFORMING TO THAT REQUIRED FOR STEEL (AERIAL CREEK CROSSING)
PIPE.
4. OUTSIDE SURFACE OF PIPE SHALL BE SAND OR GRIT BLASTED TO COMMERCIAL
STANDARD AND HAVE ONE (1) COAT OF ZINC CHROMATE PRIMER APPLIED
IN ACCORDANCE WITH FEDERAL SPECIFICATION TT-86A.
5. PIPE SHALL BE FURNISHED WITH TWO (2) EVENLY APPLIED COATS OF RUST
INHIBITING ENAMEL PAINT, EITHER KOPPERS CLAMORTEX NO. 501 ENAMEL
OLIVE GREEN), SOUTHERN COATINGS RUSTALOY N0 0537 ENAMEL
GARDEN GREEN), OR EQUAL.
fll-]
FIDW
i
A 6" X 6" TEE
PLAN VIEW
3" PVC VENT PIPE
W1TH S.S. SCREEN
12' :.
SECTION A G,?
6" CONCRETE PIPE SUPPORT (TYP) AUGUST, 2003
oESCem
puwx
CER
C"EtxCo
MCW
SG?f
FORCE MAIN VALVE VAULT N.T.S.
5"E(? "0
N.T.S.
31
? 36
:ED NYLON
UG ASSEMBLY
NED
YPROPYLENE FLOAT
REINFORCED
POLYPROPYLENE BODY
SAE 316 SS CLAMP
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N N
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3' x 3' ALLUfdNUM HATCH
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NOTE: = o
'I' ALL JOINTS ARE TO BE °
A FLANGED AND GATE VALVES,
CHECK VALVES, AND TEE
SHALL BE BRACED AGAINST ?
WALL OF VALVE VAULT WITH
STEEL RODS
3' z 3' ALUMINUM HATCH
BILCO OR APPROVED EQUAL
WITH LOCKABLE OPENING

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RUBBER BOOT WITH
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PER MFR. REQUIREMENTS
3000 PSI CONCRETE
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' PIPE DIAMETER
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CONCRETE WALL
WALL PENETRATION
N.T.S.
B" 2 -0" B" DEWEY BROS. MANHOLE
RING ? COVER N0. MH-RCR-2001
_ _ OR APPROVED EQUAL
NOTES
"? I )
CONCRETE ((4
- x 1
000 PSI MIN
v I .
,
.
a
b
? REINF. IN A
JUSTABLE RINGS
TO MEET ASTM. C-478-72
o WIRE MESH-ASTM. A-1 BS-69.
2. FLAT-TOP MANHOLE TO
`? BE USED WHERE REQUIRED
p ? BY GRADE.

°
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M REINF. IN CENTER THIRD
' OF WALL k IN TONGUE
°
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N I
TAPPERED
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w HOLE
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CAST-IN-PLACE
PLASTIC STEPS PIPE -

4g" RUBBER BOOT
N
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-- - -
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56
SECTION VIEW
16" STONE BASE
$"
6x6 N0 fi
??w.w MESN
PRECAST MANHOLE
N.T.S.
18"x16"x6" THICK
CONCRETE PAD
CAST IN PLACE
T- 1/2"
CAST IRON
VALVE BOX
2" SQUARE
OPERATOR NUT
MECHANICAL JOINT
GATE VALVE
GATE VALVE ASSEMBLY
N.T.S.
NOTE:
MAKE REQUIRED FLOW DIRECTION
CHANGES IN MANHOLE BY SMOOTH
TANGENTAL CURVE OF SHAPED
MANHOLE INVERT.
I n
MANHOLE WALL
FLOW
- ?
PIPE
3
O
A
PLAN VIEW
1" LETTERING
(2) PICKBARS
SEE DETAIL
r 1"
?? 1
o `? ? v }? (4) 1" HOLES ON ?
`?? N`? 4 PICKBAR do GASKET
Fy ? w? ?,? 31" DU B.C. EQUALLY
SPACED 90' APART GROOVE DETAIL
k
y?OR\ (3) 1" OW HOLES
aqo ON 31" OIA B.C. EQUALLY
SPACED 120 APART
1. MATERIAL: GRAY IRON CONFORMING TO
26" 13• ASTM A48 C1356.
B 2. CASTINGS TO BE UNCOATED.
1?. 3. COVER TO MEET OR EXCE
ED AASHTO
M-306 PROOF LOAD OF 40,000 LB.
4. ALL LETTERING TO BE CLEAN, CRISP
WIPER GASKET AND CLEARLY LEGIBLE.
?" COVER SECTION 5. CASTING MANUFACTURER MUST BE EAST
JORDAN IRON WORKS, INC. OR APPROVED
EQUNALENT.
27?" 6. CASTINGS TO BE MADE OF RECYCLED
261" 1?" MATERIALS, 75 X POST CONSUMER WASTE.
4
EST. Wf.
COVER: 170 LBS
T FRAME: 175 LBS
q,?, 7?" UNIT: 345 LBS
2?" MAT'L SPEC.
f COVER -GRAY IRON
34" -? ASTM A48 CL35
?" FRAME -GRAY IRON
FRAME SECTION ASTM A48 CL35
HEAVY DUTY WATERTIGHT MANHOLE RING & COVER
N.T.S.
THE DESIRED SIZE OF THE STEP. STEPS
OF SIMILAR SIZE AND CONSTRUCTION
MAY BE ACCEPTABLE PROVIDED
MATERIAL SUBMITTAL IS APPROVED
BY PWC.
4. MATERIALS OF CONSTRUCTION AND
METHOD OF INSTALLATION SHALL 8E IN
ACCORDANCE WITH OSHA STANDARDS
AND ASTM C-478.
JJSERRATED TREADS YADE ENOUGH i0
?ISTAND ON WITH BOTH FEET
'-''" J ISOMETRIC VIEW OF STEP
SIDE VIEW
MANHOLE STEPS
N rs.
,?.
1/2" GRADE 60 NOTES:
STEEL REINFORCEMENT 1. COPOLYMER POLYPROPYLENE PLASTIC
STEP SHALL BE PLACED 16' O.C.
IN ALL STRUCTURES 5' DEPTH OR
GREATER.
2. STEPS SHALL BE INSTALLED BY
MANUFACTURER AND SHALL BE
ALIGNED OVER STRUCTURE INVERT
OUT.
SECTION "A-A" 3 DIMENSIONS SHOYRI ARE TO CONVEY
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AUGUST, 2003
D(SFH[0
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PLAN VIEW
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INSTALL MINIMUM ONE FUII JOINT
D.I.P. FROM MJ x MJ TEE PRIOR
TO TRANSITION TO PVC OR OTHER MATERIAL
' COMPACTED
BACKFILL
? d
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d
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DUCTILE IRON PIPE
AND MJ FITTINGS
4-3/4" AlL
THREAD RODS
I'
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- UNDISTURBED EARTH
-I
W_
G_
I
N
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'III-I I COMPACTED PIPE BEDDING MATERIAL
PRECAST CONCRETE MANHOLE WITH OUTSIDE DROP CONNECTION
N.T.S.
8" 2 -0" B" DEWEY BROS. MANHOLE RING AND
COVER N0. MH-RCR-2001 OR
?3" _ _ _ __ APPROVED EQUAL
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TAPERED LIFTING
HOLE
EXISTING
SANITARY SEWER
RUBBER B00T
WITH CLAMP
PROPOSED
SANITARY SEWER
6" MIN. SCREENED ?_? SHAPED MH INVERT
GRAVEL BASE OF CONCRETE
OR BRICK
PRECAST MANHOLE DETAIL BUILT OVER EXISTING SANITARY SEWER
NiS
CAST-IN-PLACE
PLASTIC STEPS
6"x6" 6 GAGE SINGLE MAT
REINF. IN CENTER THIRD
OF WALL AND IN TONGUE
AND GROOVE
U
Z_
M
PIPE
20NE
A
UNDISTURBED EARTH
,?? UNDISTURBED EARTH
NOTE: THRUST BLOCK SIZE DETERMINED 8Y SMALLEST DUl OF TEE
DIM. PIPE SIZE (INCHES)
? ??? 2 4 6 8 10 12 14 16 18 20 24
A 1.6 1.9 2.8 3.8 4.7 5.9 6.6 7.5 8.5 9.4 11.2
THRUST BLOCK DETAIL FOR TEES
UNDISTURBED EARTH
?? ,,,,,,,„fURBED ,,......
??.
NOTE: THRUST BLOCKS SHALL BE CONSTRUCTED OF 2000 P.S.I. CONCRETE
TABLE "A" DIMENSIONS (IN FEETI
BEND PIPE SIZE (NOM. DVti IN INCHES)
2 4 6 B 10 12 16 18 20 24
90' 1.5 1.9 2.8 3.B 4.7 5.9 7.5 8.5 9.4 111
45' 1.0 1.4 2.1 2.B 3.5 4.3 5.5 6.2 6.9 8.3
22 1/2' 0.8 1.0 1.5 2.0 2.5 3.1 4.0 4.5 4.9 5.7
11 1/4' 0.8 1.0 1.1 1.5 1.8 2.2 2.2 3.2 3.6 4.4
THRUST BLOCK DETAIL FOR WATER MAIN BENDS
N.T.S.
MIN. EXCAVATED ???? ? ??-???- X11-°?? M1N. EXCAVATED III i I
TRENCH WIDTH ? ? II TRENCH WIDTN ?
PIPE WIDTH + 12° ? FINAL ? III PIPE WIDTH + 12" ? FINAI
III BACKFILL o ?,_ II BACKFILL
IP IIl
?
WID INITIAL BACKFILL
I 6" ABOVE PIPE ?
w
E _ ?
PIPE I 4" MINIMUM
? BEDDING UNDER w
III PIPE AND CONTINUE w
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_ TO TOP OF PIPE

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PVC PIPE 1 -Tk
TRENCH
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BEDDING
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DI AND PVC TRUSS PIPE TRENCH
N.T.S.
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AUGUST, 2003
o?s?cH?o-
LM
Druwra-
GER
Cr(Cx[D.
MCW
Scu[
N.T.S.
Srr[[r u0
33
ar 36
EXISTING SEWER LINE SHALL
BE DUCTILE IRON 10'
o. EITHER SIDE OF CROSSING
°a
a ? CONCRETE ENCASEMENT
IF SEPARATION LESS
THAN 16"
,-
as
a
°a
WATER MAIN SHALL BE
DUCTILE IRON 10'
EITHER SIDE OF CROSSING
SEWER AND WATER CROSSING
N.T.S.
4" M
BENCHED TRENCH
SELECT BACKFILL COMPACTED TO 98%
DENSffY PLACED IN 6" LIFTS UNDER
ROADS AND 12" LIFTS COMPACTED TO
90% DENSITY ELSEWHERE
SELECT
BACKFILL
As
REQUIRED
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UNDISTURBED EARTH
FOR GRAVITY & FORCE MAIN
MINIMUM 1 1/2" TYPE "I-2"
ASPHALT SURFACE COURSE
ENTIRE WIDTH OF STREET
< 5' REMOVE EXISTING PAVEMENT
SECTION TO EXISTING EDGE.
EDrc nr ael?rurur
EXISTING PAVEMENT SECTION 12"
MIN. OTHERWISE SAW CUT AT 12 MINIMUM.I
,, ,

_ 'I
-?? =_

EDGE OF PAVEMENT II`
?;
--
- - __-- vanes _. _. __-___. __.
OPEN CUT REPAIR FOR STREETS
WITH ASPHALT SURFACE OVER EXISTING PAVEMENT
N.T.S.
I-2 ASPHALTIC CONCRETE SURFACE COURSE. THICKNESS
OF PAVEMENT SHALL BE 2 INCHES OR 1 1/2 TIMES
EXISTING, WHICHEVER IS GREATER. THREADED
BRASS CAP
PRIME COAT FOR ASPHALT FINISHED GRADE CLEANOUT STOCK COLLAR
COMPACTEDEDTOA1G009.GDENS?E ? 18'%16'X4"
4"X4' WYE ANDPFCITTMGS F40.1 PIPE
CLEAN101UT STACK
1/4"
12" RECONNECT TO EXISTING
SERVICE LATERAL PIPING
4" PVC (SCH 40) SERVICE WITH APPROVED COUPUNG
? IATERAL PIPE AND FITTINGS
" a
$? PROPOSED COUPLING TO CONNECT 'NOTE:
WHY TO SERVICE LATERAL CONTRACTOR SHALL OPEN CUT AND
PATCH SERVICES Fat ROADWAYS.
GROUT/ CAULK SEAL CLEANOUTS SHALL ? AT THE DOT
EX. WYE AND MAIN J IN OR TOWN RIGHT-OF-WAY.
0 T
SEWER MAIN TYPIC
AL SERVICE LATERAL REPLACMENT
N.T.S.
12' MINIMUM
I-2 ASPHALTIC CONCRETE SURFACE COURSE. THICKNESS
-? OF PAVEMENT SHALL BE 2 INCHES OR 1 1/2 TIMES
EXISTING, WHICHEVER IS GREATER.
4" 3000 PSI CONCRETE 12" EXISTING ASPHALT OR
PRIME COAT FOR ASPHALT CONCRETE DRIVEWAY
2" 6" STABIIJZED AGGREGATE BASE
COMPACTED TO 100% DENSITY
I mP)I
ASPHALT AND CONCRET
DRIVEWAY OPEN CUT AND PATCH
MINIMUM 8" ABC STONE
BASE COURSE
FINAL BACKFILL
Iz' iA1MMUM
" Y- 6" COMPACTED CABC ?-
EXISTING GRAVEL
DRVEWAY
3'-D"
MIN.
_ ?__
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1.4? 111111 '?=
(iYP)
GRAVEL DRIVEWAY REPAIR
N.T.S.
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34
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BETHLEHEM STD. SHEET
PILING, PZ-27 OR GREATER
BETHLEHEM STD. SHEET
PILING, PZ-27 OR GREATER
EXISTING SANITARY
SEWER MAIN
i
's
RUTS: TS 6"X6"X3/B" (A-36)
LARGER 0 T b C.
WALERS: W10 X 60 (A-36)
OR LARGER
PROPOSED 48" RCP
STORM SEWER
WALERS: W10 X 60 (A-36)
OR LARGER
0
DEMOLISH AND REPLACE EXISTING
8' CURB AND GUTTER AS NEEDED
-5
STRUTS: TS 6"X6"X38" (A-36)
OR LARGER 0 7' C.
-10
PROPOSED 48" RCP
STORM SEWER
.,.. -15
BELL RESTRAINT MJ 90' BEND
(AT TWO JOINTS
FROM 90' BEND)
ROMAC GRIP RING
RESTRAINTS (OR
APP'D. EQUAL)
BELL RESTRNNi
(AT 1W0 JOINTS
FROM 90' BEND)
EROSION AND SEDIMENT CONTROL NOTES:
1. UNLESS OTHERWISE INDICATED, ALL VEGETATION AND STRUCTURAL EROSION AND
SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCOImMJG
TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE EROSK)N k SEDIMENT CONTROL
PLANNING k DESIGN MANUAL A ACCORDING TO THE SPECIFICATIONS.
2. ALL HARD SURFACE PUBLIC ROADS SHALL 8E CLEAN AT THE END OF FACH wORI(
DAY. PROVIDE TEMPORARY CONSTRUCTION ENTRANCES AT THE LOCATIONS SIIDMN
ON THE PLANS OR AS OTHERWISE NECESSARY.
3. THE LOCATION OF ALL EROSION AND SEDIMENT CONTROL MEASURES ARf MPRO%IMATE
THESE DEVICES SWILL BE LOCATED TO ACHIEVE MAXIMUM BENEFIT. IF DURIIC
CONSTRUCTION THESE DEVICES ARE NOT SUFFICIENT TO ADEQUATELY CONTROL
EROSION AND SEDIMENTATION. ADDfTIONAL EROSION CONTROL DEVICES SHAU BE
INSTALLED AS DIRECTED BY THE ENGINEER.
4. ALL TEMPORARY EROSION ANO SEDIMENT CONTROL MEASURES SHALL ? REMOVED
AND DISPOSED OF WITHIN 30 GAYS AFTER FINAL SfTE STABILIZATION.
5. CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO PREVENT SEDIMENT (Cf1ERATED
BY CONSTRUCTION OR EROSION) FROM ENTERING STREAMS. CONSTRIIC11011 VEHICLES
WILL NOT BE ALLOWED IN fLOWING STREAM CHANNELS OR TO DAMAGE THE11 BANKS.
TEMPORARY STREAM CROSSINGS SWILL BE INSTALLED IN ALL FLOWING STRFAIG WHICH
WILL HAVE CONSTRUCTION TRAFFIC CROSSING THEM.
6. S70CKPWNG OF EXCESS MATERIALS IN WETLAND AREAS IS NOT ALLOWED.
7. IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL 8E CHECKED
AFTER EACH RAINFALL OR WEEKLY, WHICHEVER IS MORE FREQUENT (AT LEAST DAILY
DURING PERIODS OF PROLONGED RAINFALL). CONTRACTOR SHAH CLE,1N AID NEPAIR
ACCORDINGLY.
.' _ RIPRAPGVELCCffY L" WIDE
MJ 45' BEND DISSIPATOR
? 57 WASHED STONE 5? 0
-25 TO 12" THICKNESS
SIZE AS INDICATED ? a
BELL RESTRAINT =
(ONE JOINT FROM a ti
TRENCH SHORING 45' BEND) ROMAC GRIP RING o
RESTRAINTS (OR
N.T.S. APP'D. EQUAL)
LENGTH ? ?
NG SPECIFICATION
ALL EXPOSED GROUND SURFACES THAT HAVE BEEN DISTURBED DURING CONSTRUCTION SHALL BE
SEEDED IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS:
A) PREPARATION OF THE SDIL: THE SOIL SHALL BE LOOSENED AND MIXED TO A DEPTH OF
FOUR INCHES (4'). SUITABLE EQUIPMENT MEETING THE APPROVAL OF THE ENGINEER
SHALL BE USED. THIS OPERATION SHALL BE ACCOMPLISHED BY CUTTING ON ONE F00T (1')
CENTERS PARALLEL TO THE CONTOUR OF THE SLOPE.
B) SOIL IMPROVEMENTS: LIME SHALL BE APPLIED AT THE RATE 2 TONS PER ACRE.
20-10-20 COMMERCIAL FERTILIZER SHALL BE APPLIED AT THE RATE OF 50D LBS. PER ACRE
AND WELL WORKED INTO THE TOP INCH OF THE TOP SOIL.
C) SEED MIXTURE AND SOWING THE SEED: THE FOLLOWING SEED MIXTURE SHALL BE
USED:
POUNDS OF SEED PER ACRE
K-31 PENSACOLA KOBE
DATES _ FESCUE CENTIPEDE BAHIA GRASS LESPEDEZA
SEPT. 1-APR. 30 75 5 50 -
MAY 1-AUG. 31 75 5 50 10
D) MULCHING AND ASPHALT-TIE DOWN, ALL SEEDED AREAS WILL BE MULCHED WTH 1-
1 1/2 TONS SMALL GRAIN STRAW SPREAD UNIFORMLY, APPROXIMATELY 1/4 OF GROUND
SHOULD BE VISIBLE TO AVOID SMOTHERING SEEDLINGS. ASPHALT EMULSIONS SHALL BE
USED TO ANCHOR THE STRAW APPLIED AT I50 GALLON PER TON OF STRAW, (ALTERNATE
METHODS MAY BE USED, AFTER APPROVAL BY iNE ENGINEER.)
E) MAINTENANCE: IdAINTENANCE SHALL CONT]NUE UNTIL TURF IS ESTABLISHED.
F) CUARANTEP, THE CONTRACTOR SHALL GUARANTEE A LIVE AND VIGOROUS STAND OF
PERMANENT CRASS AT THE TIME OF ACCEPTANCE OF 1HE WORK CONSISTING OF 807,
COVERAGE MINIMUM FOR SEEDED GRASS WI1H NO BARE SPOTS GREATER THAN 5 SQUARE
FEET.
FRTINC "RESTRAINED
JOINTS PER SIDE
22.5' BEND 1
45' BEND 1
90' BEND 2
TEE 2
VALVE 2
"OR PER MANUFACTURER'S RECOMMENDATIONS
NOTE:
RESTRAINTS SHALL BE INCLUDED
FOR ALL VALVES AND TEES AS
SPECIFIED IN THE TABLE.
V
BELL RESTRAINT
(ONE JOINT FROM
45' BEND)
TYPICAL FITTING AND JOINT RESTR,4INT
?? ? FILTER FABRIC
CROSS SECTION 9" THICK CLASS A
DESIGN RIPRAP
SETTLED TOP
2:1 SIDE SLOPE MAX. FORSETILEMENT
,, ? 21" MIN. ? ,,?r
WEIR L
ro r
?
I EL?RGEMCY BY-PASS
- I
? I 6" BELOW SETTLED
TOP OF DAM
NATURAL GROUND
FILTER FABRIC VARIES 1:1 SIDE SLOPE
CLASS B RIF'RM
WIDTH
r
STONE SECTIO
TEMPORARY SEDIMENT N
TRAP DETAIL
N.iS
TEMPO RARY SEDIMENT TRAP SCHEDULE
TRAP N0. LENGTH WIDTH DEPTH WEIR LENGTH
S E PECIFIC TIONS
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N, T. S.
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35
a S6

TOWN
SANITARY
GRANVILLE
OF STEM
SEWER SYSTEM
CONTRACT II
COUNTY, NORTH CAROLINA
COMMISSIONERS
H
:„
?.,
c,- 41??Cr=,
Mayor
Commissioner
Commissioner
Commissioner
Commissioner
Commissioner
Clerk
Attorney
- Jack Day
- Al Brinkley
- Ethel 0. Blalock
- Robert Oliver
- Joseph W. Gooch
- Lonnie Cole
- Carolyn Fuller
- James E. Cross Jr.
? HOBBS, UPCHURCH & ASSOCIATES, P.A.
CONSULTING ENGINEERS, SURVEYORS & LAND PLANNERS
SOUTHERN PINES, NORTH CAROLINA 28387
OLD HWY. 75
PUMP STATION (?4)
! ROAD
ATK)N (t3)
LEDGE CREEK
PUMP STATION (?^
LAYOUT MAP
N.T.S.
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LEGEND
.? - PROPOSED SANITARY SEWER MAIN
? PROPOSED MANHOLE
?.- PROPOSED SERVICE LINE
- - - - - - PROPOSED SEWER FORCE MAIN
N PROPOSED DOUBLE CHECK VALVE
® PROPOSED AIR RELEASE VALVE
?.p PROPOSED PUMP STATION & VAULT

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23
GENERAL NOTES:
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO., TELEPHONE CO.,
AND THE WATER DEPARTMENT FOR THE EXACT LOCATION OF ALL UNDERGROUND
MAINS, CABLES, OR LINES BEFORE CONSTRUCTION BEGINS.
2.) PIPE SEPARATION -THE FOLLOWING MINIMUM PIPE SEPARATION WILL BE
MAINTAINED: 12 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF SANITARY
SEWER AND STORM SEWERS, 18 INCHES VERTICAL SEPARATION BETWEEN
CROSSING OF SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND
10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER (INCLUDING FORCE
MAINS) AND WATER MAINS. IF THESE SEPARATIONS CANNOT BE MAINTAINED,
DUCTILE IRON PIPE SHALL USED 10 FEET EITHER SIDE OF CROSSING AND ALONG
ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL FEET FROM WATER MAINS.
THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE ENGINEER IN THE FIELD
BEFORE PAYMENT WILL BE MADE AT DUCTILE IRON PRICES.
3.) CONTRACTOR SHALL CLEAR & GRUB ALL TREES, SHRUBS, WOODLINE AND OTHER
VEGETATION AS NECESSARY. CLEARING LIMITS SHALL BE TO D.O.T. RIGHT-OF-
WAYS AND/OR ACQUIRED EASEMENTS.
4.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL
EXISTING WATER SERVICE CONNECTIONS DURING CONSTRUCTION. ANY DAMAGE
WHICH OCCURS AS A RESULT OF SEWER CONSTRUCTION SHALL BE REPAIRED
AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT OF A TEMPORARY
SERVICE INTERRUPTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
OWNER AND BEGIN REPAIRS.
5.) ALL WORK PERFORMED WITHIN NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
RIGHTS-OF-WAY SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE NCDOT
CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL
OR TO THE MANUAL OR UNIFORM TRAFFIC CONTROL DEVICES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR PERFORMING THE WORK AND ADHERING TO THE
RIGHT-OF-WAY ENCROACHMENT CONTRACT SPECIAL PROVISIONS.
6. THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT IN A WORKMANLIKE MANNER.
THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF THE
EXISTING ASPHALT. FOLLOWING THE INSTALLATION OF THE SEWER LINE ANO
ACCEPTABLE COMPACTION OF BACKFILL, THE CONTRACTOR SHALL INSTALL
6-INCHES OF COMPACTED AGGREGATE BASE WITHIN THE TRENCHES AND SEWER
LATERALS IN THE EXISTING STREET. THE CONTRACTOR SHALL INCLUDE THE COST
COST OF SAWCUTTING, REMOVING AND DISPOSING OF EXISTING ASPHALT IN THE
UNIT PRICE OF ASPHALT REPLACEMENT IN THE SCHEDULE OF BID ITEMS.
PAVING SHALL OCCUR WITHIN 5 DAYS OF THE INSTALLATION, BUT NOT UNTIL
UNTIL THE SUBGRADE HAS BEEN PROPERLY BACKFILLED AND COMPACTED.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE OWNER TO
ACCURATELY DETERMINE THE LOCATION OF EXISTING WATER MAINS AND SEWER
LINES WITHIN THE PROJECT AREA. THE CONTRACTOR SHALL TAKE ADDITIONAL
CAUTION IN EXCAVATING AROUND THE SERVICE LINES AND MAINS WHILE WORKING
WITHIN THIS PROJECT. ANY DAMAGE TO THE MAINS OR SERVICE LINES SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR.
8. THE CONTRACTOR SHALL REMOVE AND REPLACE EXISTING CULVERTS AND DRAINAGE
STRUCTURES AS NECESSARY DURING THE CONSTRUCTION OF THE SEWER LINES.
ANY DAMAGED CULVERTS SHALL BE REPLACED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER. SPECIAL CIRCUMSTANCES (LE. UNREINFORCED
CONCRETE PIPE) SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
IMMEDIATELY IN ORDER TO RECEIVE ANY NECESSARY REIMBURSEMENT.
9. THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS INDICATING THE ACTUAL
AS-BUILT CONDITION OF THE PROJECT AT COMPLETION. AS-BUILTS WILL BE
FURNISHED AT OR PRIOR TD FINAL INSPECTION BY THE ENGINEER. MARK-UP
COPIES OF THE DRAWINGS INDICATING ALL DIMENSIONS AND ELEVATIONS ARE
ACCEPTABLE AS AS-BUILT DRAWINGS.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF
ANY POWER POLES OR OTHER EXISTING UTILITIES WITH THE ELECTRICAL AND/OR
TELEPHONE COMPANY PRIOR TO BEGINNING CONSTRUCTIDN.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED ASPHALT THAT
IS NOT NOTED ON DRAWINGS, AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR
SHALL TAKE NECESSARY STEPS TO PREVENT ASPHALT DAMAGE OTHER THAN THAT
WHAT IS NOTED ON DRAWINGS.
INDEX OF SHEETS
SHEEP N0. STATIONS AND LINE NUMBERS
1 COVER SHEET
2 LAYOUT MAP
3 SHEET INDEX AND NOTES
4 LEDGE CREEK PUMP STATION SITE PLAN
5 LEDGE CREEK PUMP STATION DETAILS
6 LEDGE CREEK PUMP STATION ELECTRICAL DETAILS
7 FRANKLIN ST. PUMP STATION SITE PLAN
8 FRANKLIN ST. PUMP STATION DETAILS
B FRANKLIN ST. PUMP STATION ELECTRICAL DETAILS
10 TALLY HO ROAD PUMP STATION SITE PLAN
11 TALLY HO ROAD PUMP STATION DETAILS
12 TALLY HO ROAD PUMP STATION ELECTRICAL DETAILS
13 OLD HWY. 75 PUMP STATION SITE PLAN
14 OLD HWY. 75 PUMP STATION DETAILS
15 OLD HWY. 75 PUMP STATION ELECTRICAL DETAILS
16 SCHOOL ST. PUMP STATION SITE PLAN
17 SCHOOL ST. PUMP STATION DETAILS
SCHOOL ST. PUMP STATION ELECTRICAL DETAILS
LEDGE CREEK PUMP STATION MAG METER MANHOLE DETAILS
20 MISCELLANEOUS DETAILS
21 MISCELLANEOUS DETAILS
22 MISCELLANEOUS DETAILS
EROSION CONTROL DETAILS
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AUGUST, 2D03
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23

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f
STA 0+31 FM-1
PROPOSED 8" 45' BEND
PROPOSED MAG METER VAULT WITH ?? I I! f
CONTROL PANEL, STA 0+40 FM-1 ( ?,,??
SEE SHEET 19 OF 23 FOR DETAILS `°-? ?, ?'
PRDPOSED MAG METER ,,?`
MANHOLE CONTROL PANEL - ....---PR©POSED 64 " R L
°"? ?" ?"?? „„ INVERT .00' VE 0
PROPOSED 8" SATۥVALV? AND -----
W. •VALVE BOX, S?0+50 FM =T'--??? _._ .^---_.?.._,,,
"'"?° "-°->. PROPERTY LINES % / /
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PROPOSED 8" PVC GRAVI ?+'9?ti?, ' a""?;
SEWER MAIN (LINES-i6) ?, ?,
PROPOSED 8" PVC FORCE MAIN (FM-1
"

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50LF 8?'RCP CULVERT
INVER? IN 401.5D' INVERT OUT 401.00' '"?
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SEE SHEET 20 OF 23 FOR DETAILS
r- PROPOSED CHAIN-LINK FENCE
PROPOSED JIB CRANE
SEE SHEET 20 OF 23 FOR DETAILS
PROPOSED PUMP STATION WET WELL
SEE SHEET 5 OF 23 FOR DETAILS
PUMP STATION ?1 SITE PLAN
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SANITARY SEWER MANHOLE N0. 93 (4' DIA.)
INVERT 1N-393.30' INVERT OUT-393.20'
PROPOSED VALVE VAULT
(STA 0+00 FM-1
SEE SHEET 5 OF 23
FOR DETAILS
PROPOSED 20 Fi.
DOUBLE SWING GATE
PROPOSED YARD HYDRANT ? \ ''"""' ' -"' -" / ?6" THK. CABC STONE SITE AND DRIVE
CONTRACT I

1) INSTALL MANHOLE #93.

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I 2) INSTALL SEWER MAIN FROM MANHOLE 4 d a
I 93 TO OLD HWY. 75 AND EASEMENT.
325LF 2" P.E. # ?'
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H
SERVICE W/ METER 3) INSTALL FORCE MAIN FROM GATE
VALVE (STA 0+50 FM-1) TO OLD HWY. 75 ° o 0
I AND ALONG OLD HWY. 75 TO BUTNER.
? i ? o
4) RESPONSIBLE FOR TESTING ALL
"
" ?
TAPPING MATERIAL INSTALLED.
B
X7 1/2
' SADDLE
I ?
I CONTRACT II
I i) INSTALL WET WELL AND VALVE VAULT ? °
? _
MANHOLE X106 2) INSTALL SEWER MAIN FROM WET
LINE S-i6 WELL TO MH #93, STA 0+20.72 5-15,
STA 0+00
00 S-i6
.
II 3) INSTALL FORCE MAIN FROM VALVE
°
li EXISTNG 8
VAULT TO 8" GATE VALVE, INCLUDING
PVC WATER MAIN Q ?'
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METERING VAULT, STA 0+40 FM-1
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4) RESPONSIBLE FOR TESTING ALL •?.+ ° N
?? ' "
MATERIAL INSTALLED. V
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1.) CONTRACTOR SHALL CUT AND CLEAR ALL TREES, SHRUBS, ? e
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WOODLINE AND OTHER VEGETATION AS NECESSARY. CLEARING
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LIM1T5 SHALL BE TO D O.T. RIGHT-OF-WAYS AND/OR Q ,n o
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ACQUIRED EASEMENTS. o m
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2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION y m v
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LEGEND
PROPOSED GRAVITY SEWER MAIN

- - - - - - - - PROPOSED SEWER FORCE MAIN g

• PROPOSED GRAVITY SEWER MANHOLE
z D_

PROPOSED SEWER PUMP STATION WET WELL
®
FOR DETAILS
SE
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EET 5 OF 23) Z
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PROPOSED EMERGENCY PUMP CONNECTION WO ? z d
(FOR DETAILS, SEE SHEET 20 OF 23) ?J ?
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GENERATOR PROPOSED STAND-BY GENERATOR
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PROPOSED CONTROL PANEL RACK Z ¢ W
(FOR DETAILS, SEE SHEET 6 OF 23) ? ? ?

PROPOSED AREA LIGHTING
(FOR DETAILS, SEE SHEET 6 OF 23) ?
O
W
-` '-`" EXISTING CONTOURS J
PROPOSED CONTOURS ??
AUGUST, 2003

0 EXISTING IRON ROD (E.I.R.) oa?cxeo:
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• NEW IRON ROD (N.LR.) oa?wx:
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PROPERTY LINE AS SHOWN
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EXISTING TREE LINE SHEET N0.
4
TEMPORARY SEDIMENT TRAP
oE: 23
` ? I ? y??°..-?"
?..''?
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8'-0" INSIDE DIA.
CONCRETE WET WELL
(8.5" THK. WALL)
CAST-IN NON-RADIAL OPENINGS WJFLEX
CONNECTORS FOR DISCHARGE PIPES
5'-11"
? 2'-3" ,
3-3" CONDUIT TO
CONTROL PANEL
fO
I
io
I A
L_
INTERIOR ALUMINUM FLOAT
8' DIA. D.I. 2" 45' BEND J
INFLUENT PIPE 2" GLOBE SURGE
? RELIEF VALVE
2" GATE VALVE I /
W/ HAND WHEEL ?"
PUMP STATION
LOWER PLAN VIEW
6' WET WELL VENT CLOSE RETURN BEND N.T.S.
OR SHORT RADIUS 90' FLANGED BENDS
6" D.I. PIPE a
T/SLAB ELEV. 404.00 MSL CAST IN TOP SLAB
2-3/4" THREADED RODS
ANCHORED TO PIPE FIANCES
8'-0"
X10'-0"
8'-0" z 10'-0" (LD. PRECAST
CONCRETE VAULT W/ "PVC DRAIN
W/FLAP VALVE IN WEf WELL
2" LIQUID FLUID
GAUGES (IYP. OF 3)
6" COUPLING (1YP.)
i
- .I
i
/I
VCRETE PIPE SUPPORT
STEEL HOLD DOWN STRAP (TYP.)
6"
?6" 90' BEND
? 6"X6" FLANGED TEE
?6" D.LP. FORCEMAIN
6"X6" FLANGED TEE
m
?8"X6" FLANGED REDUCER I
N
ro
LB" D.I.P. FORCEMAIN
?6" 90' BEND
W/?OCKING HATCHM?BILCO ORREOUAL)
6" PLUG GATE VALVE
(TYPICAL OF 2)
6 SWING CHECK VALVE
(TYPICAL OF 2)
§' COUPUNG )
ICAL OF 2
3'-0" X 5'-0" DOUB LEAF ALUMINUM DOOR
W/ LOCKING HATCH BILCO OR EQUAL)
W/ ? OCK NG HATCHM(BILCO ORREDUAL)
6" SWING CHECK VALVE
(TYPICAL OP 2)
6" PLUG VALVE
(TYPICAL OF 2) j
COVERED STEPS
O
6'-0" INSIDE DIA.
CONCRETE WET WELL
3'-0" X 5'-6" DOUB E LEAF ALUMINUM DOOR
W/ LOCKING HATCH ?BILCO OR EQUAL)
6" WET WELL VENT ?
CLOSE RETURN BEND OR 2'-0" X 2'-0" ALUMINUM DOOR a
SHORT RADIUS 90' FLANGED BENDS W/ LOCKING HATCH (BILCO OR EQUAL) ?
_ r
?' I - TOP MOUNTED
i HAND HOLD
-- i
-- --i ?
? --
?n ?
I ?
N
i
-?_? i
- in
- I
I
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I ?
I
iv I
I
i
?2'-6" 3'-0° CONCRE?E VAULT ?)
1'-7 1/2"
5'-6" X 3'-0" DOUBLE LEAF ALUMINUM DOOR
W/ LOCKING HATCH (BILCO OR EQUAL)
PUMP STATION
UPPER PLAN VIEW
N.T.S.
3-3" CONDUIT ? 6" D?I
90' B
_ND ? ? ,: GROUT BDTiOM OF
TO CONTROL PANEL .
a VAULT TO DRAIN
NOT IN TRUE PUMP STATION DESIGN CRITERUI
ECTION)
m
c PUMP STATION DESIGN FLOW J20 GPM
PUMP CAPACITY 320 GPM
TOTAL DYNAMIC HEAD 140.00 FT
FORCE MAIN SRE 8" PVC
CAST IN PLACE 3" D.LP. VAULT DRAIN FORCE MAIN LENGTH 22,DO0 FT
POLYPROPELYNE PIPE W/ FLAP VALVE 12" COMPACTED FORCE MAIN HIGH POINT 483.26 FT
COVERED STEPS STONE BEDDING VELOCffY AT PUMPING RATE 2.D4 FPS
PUMP OFF TIME 24.11 MIN.
CONCRETE PIPE SUPPORTS W/ PUMP ON TIME 4.13 MIN.
STEEL HOLD DOWN STRAPS (ttP.) MINIMUM EFFICIENCY 52R
b MAXIMUM HORSE POWER 50 HP
o MAXIMUM RPM'S 1780 RPM
?+ ELECTRICAL SERVICE 3 PHASE
8" DIA
D
I
P VOLTS 46OV
.
.
.
.
INFLUENT PIPE 6' D.I. PIPE

INV. IN
' NOTES:

1.) CONTRACTOR SHALL APPLY TWO COATS BRUMASTIC
ELEV. 393.02
MSL STAINLESS STEEL WALL BRACKET FOR COAL TAR EPOXY PAINT TO ALL D.LP. PIPING, VALVES
DISCHARGE PIPE SU PORT. MOUNT AS
PER MANUFACTURERPS SPECIFlCATIONS HANDWHEELS, WET WELL WALLS AND VALVE VAULT.
HIGH WATER ALARM
' (MIN. OF 3 REQUIRED)
ELEV. 391.00
MSL 2.) ALL ELECTRICAL WIRING SHALL BE DONE IN ACCORDANCE
2" STAINLESS STEEL PIPE FOR WITH THE PLANS AND THE SPECIFICATION PROVIDED IN
LAG PUMP "ON" LIFT OUT RAIL ASSEMBLY THE CONTRACT DOCUMENTS.
ELEV. 390.50 MS 8'-D" INSIDE DIA
LEAD PUMP "ON" CONCRETE WEi WELL 3.) CONTRACTOR SHALL VERIFY LOCATION AND COMPOSITION
ELEV. 390.00' MSL 2-SUBMERSIBLE NON-CLOG OF ALUMINUM ACCESS DOORS WITH THE ENGINEER
SEWAGE PUMPS PRIOR TO FABRICATION.
LEAD PUMP "OFF"
ELEV. 387.00' MSL 6"X4" REDUCING 90' BEND
LOW LEVEL ALARM

ELEV
386
50 MSL PUMP BASES SHALL BE FASTENED 70"THE CONCRETE WEf WELL
.
. INVERT BY NO LE55 THAN FOUR 3 4 STAINLESS STEEL BOLTS.
E
E
DED INTO CO
CR
GROUT FILLET THE BOLTS SHALL B
THR
A
N
ETE ANCHOR INSERTS,
WHICH NAVE BEEN CAST INTO THE INVERT, OR THREADED IN A
CAPSULE ANCHOR BY MOLLY, HILTI OR EQUAL. THE BOLT SHALL
WET WELL INVERT ? - HAVE A PULLOUT STRENGTH OF NO LESS THAN 5000 LBS AND
=
N i ELEV. 385.D0' MSL
n SHALL BE SUITABLE FOR VIBRATING EQUIPMENT.
_rrr,,o
PUMP STATION
SECTION VIEW "A-A"
N.rs.
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AUGUST,
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5
of 23
UNISTRUT POST P1001 (TYP.)
AS REQUIRED CONNECTED BY STAINLESS STEEL
NUTS AND BOLTS
4'
6" MIN. (TYP.)

MAIN 4" GALVANIZED
PIPE (TYP.)
BOX
MAIN AUTO.
ERVICE TRANS.
DISC. SWITCH
STAINLESS STEEL ,
U-BOLT & WASHER
W/ NEOPRENE GASKET
WP,GF RECEPTACLE
FINISHED GRADE

i I
III ?
i? - -
2" CONDUIT FOR POWER 3/4" CONDUIT FOR AREA LIGHT
3/4" CONDUIT FOR GROUND 3/4" CONDUIT FOR METER VAULT POWER
2" CONDUIT FOR GENERATOR POWER 3/4" CONDUIT FOR GROUND
3/4" CONDUIT FOR GENERATOR CONTROLS 3/4" CONDUIT FOR GENERATOR ENGINE HEATER CONTROLS
3/4" CONDUIT FOR GENERATOR BATTERY CHARGER CONTROLS
INSTALL CONDUIT SEAL BETWEEN 3 4' CONDUIT FOR 7ELEPHONE SERVICE
WETWELL /JUNCTION AND /
JUNCTION /CONTROL PANAL 3-3" CONDUIT F
PANEL SHALL INCLUDE AUTO-DIALER WITH BACKUP POWER SUPPLY
IN CASE OF MAIN POWER FAILURE. PANEL SHALL BE EQUIPPED
FOR QUICK TELEPHONE CABLE HOOKUP. CONTROL MANUFACTURE SHALL
VERIFY PRIOR TO FABRICATION ALL EQUIPMENT MANUFACTURES
TO BE INSTALLED.
i/8" ALUMINUM
TES TYPE III
MEDIUM LIGHT
DISTRIBUTION
120 V AREA
LIGHT 150 WATT
4#4;1 ?6G-2"C
4?4G;1?6G-2"C -I
MAIN Auro. MAIN
BOX SW CH SDRSC.E
1 #4G.
3/4"x10' GROUND ROD-
2#10-3/4"C FOR METER VAULT POWER
ENGINE HEATER CONTROLS
BATTERY CHARGER CONTROLS
ROM WETWELL (TYP.) ,)UNCTION BOX SHALL BE STAINLESS
STEEL AND SECURED TO UNISTRUT WITH
ELECTRIC EQUIPMENT SUPPORT STRUCTURE STAINLESS STEEL Nurs AND BOLTS.
ALL CONDUIT LEGS SHALL ALSO BE
NTS SECURED TO UNISTRUT BY STAINLESS
STEEL U-BOLTS.
SHOWN WITH OUTER DOOR REMOVED
DEADFRONT HAS HOLD OPEN FEATURE
ALARM
LIGHT DRIP SHETLD
0 0
1
2#10-3/4"C-?
4?4-2"C
3/4"x10' GROUND ROD
1#4G.
POWER 3/4"x10' GROUND ROD
CONTROLS -
80 KW
GENERATOR
25' TREATED WOOD POLE
AREA LIGHT SERVICE POLE TO
BE SUPPLIED BY CONTRACTOR.
CONTRACTOR SHALL COORDINATE
FOR AREA LIGHT INSTALLATION.
W/ OWNER
METER
SERVICE BY PROGRESS ENERGY
CONTROL PANEL -WIRING DIAGRAM
NTS
CONTRACTOR SHALL SEE CONTROL
PANEL MANUFACTURE SPECIFICATIONS
FOR SPECIFIC WIRING INSTRUCTIONS.
CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL WIRING MODIFICATIONS
REQUIRED BY CONTROL PANEL SUPPLIER.
HORN
NAMEPLATE LEGEND
p e ?? s s v ,e 1 -PUMP 1 MOISTURE FAULT
e
®®®® 2 -PUMP 2 MOISTURE FAULT
O ? ? 3 -PUMP 1 OVERTEMP/OVERLOAD
O O O 4 -PUMP 2 OVERTEMP/OVERLOAD GENERATOR s"xs", to GA.
O H O 5 -PUMP 1 RUN
6 -PUMP 2 RUN WWM
36" ? ? ? ?? ?? ??? ?? 7 -HAND OFF AUTO 6" MIN.
0 © '? ®®®® 8 -CONTROL POWER ON
O O O 9 - HIGH LEVEL
0O ?? iD -ALARM TEST
11 -HORN SILENCE r.. ," ?.p R A^. ?? q a; ,A??
® ® ? A?IET R?`?-r 12 -CONTROL EXISTING GRADE _ ? . , p
? 13 - RECEP. -??1=?-_ .18" MIN.
14 -CHARGER/ DIALER 11-111=III=III- ? D
15 -TRANSFORMER ?'?=IIL-T`?' ? g" ? ?
ALUMINUM DEADFRONT ALUMINUM DEADFRONT 16 -PUMP 1 6 MIL VISQUEEN #4 RE-BAR
17 -PUMP 2 PERIMETER INSULATION 32" O.C.
18 -MAIN i" POLYSTRENE 12"?
DUPLEX 19 -METER VAULT POWER 2- #4 RE-BAR CONT.
RECEPTACLE 6" MIN. COMPACTED
- 60" STONE BASE
EMERGENCY GENERATOR PAD
PANEL LAYOUT N.T.S.
NTS
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AUGUST, 2003
oESICNEO:
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GER
CHECKED:
MCW
SCALE..
N.T.S.
SNEE: IvO.
6
E
PROPOSED 6" FORCE MNN
\ ? .,. Y.
-?,
C
? 7+
''''.
1
FRANKLIN ST. -?-- ?° - - -
l
??
lei
_" r/
'??
_?
6"X1 1/2" TAPPING
SADDLE "?
t
EXISTING 6"
PVC WATER MAIN
STA 0+14 FM-2
PROPOSED 6" 90' BEND
6" D.I.P. FORCE MAIN -
48'22'45"
6" THICK CABC STONE SITE AND DRIVE
PROPOSED 20' DOUBLE SWING GATE
SANITARY SEWER MH ?1 (STA 0+31.21 S-1)
INVERT IN - 424.69' INVERT OUT - 424.79' ?.,
?..
CLEAR & GRUB AS NECESSARY
(SEE NOTE)
PROPOSED 6" FORCE MAIN ""---.?
PROPOSED 8" GRAVITY SEWER MAIN ? - ? -
31.21LF 8" D.I.P.
PROPOSED VALVE VAULT
SEE SHEET B OF 23 FOR DETAILS
PROPOSED POWER POLE WfTH AREA LIGHT
340LF 2" P.E. SERVICE
LINE WITH METER
PROPOSED 12' GRAVEL ACCESS DRIVE
2D' EASEMENT
'w,., ? ,......?; "`'?,., ,r'"`'? .?., '-w?.,, ...tip.,
w ,???
?. ??? _ -
r ,,,, ,r ,,, , , ;, ,r ,?, -,? , ? ,... , „ ,-
?; }
? , ?
.? ", , ?Yi
..
?, ,..
? ,?
- -?``ti - --- ? - -- -- - .? ''t. '?
,,. ,
PROPOSED 8" GRAVITY SEWER MAIN ? '"t " ',,'t','
?, .,?;
1
?Y MY?4? ?Afi1 i,?'
?i Q YY?
? t ()1 " T
(b ?
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" yi
/ t ?f t
11
'? / ?
' f '"
-- ? ,,
cs
?v ?
STA 0+07 FM-2
PROPOSED 6" GATE VALVE
PROPOSED YARD HYDRANT
PROPOSED CHAIN-LINK FENCE
---,.. ?.
'^-,...
`' PROPOSED GRADING CONTOURS
? PROPERTY LINES
,-k -lrr, - - ,N?. ,,?
?' 'n ? : nt
yT n ''r ?, ' s u ;;y? "n, ,r `, ?ar CHEMICAL
'. !•' a.
i'' ?,; ',,y'i ``? ? P ? PAO 'F';
;,',', ' `=0.,;,m;' ti'ti ,.y-, ,??
,?'?4i,.,,o,;''n!. r')'.,',?'s?,'
.t,,?,1' ,m.; y,?' `' ;;r;a,;. .i
j,. '. .? Z r,?i,??"? ,:r.
,5?? a'a, a ??
139'21'20" ?'i'?r'?'t"''?' ,??:. ,;?„ dl?ri?;°"':
'?t y„s',?'' :,?,'. ,..i' '?..
,,, r,, , ,
'"u;'v ,, ti'' ?'','?„
v ,?'? , n' ti ;` .. ,i., '.
'„ ''v'' OEN6tATOR '' „y, ? ?
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?,'„',, „'>,,, a; F„
??
1.) CONTRACTOR SHALL CUT AND CLEAR ALL TREES, SHRUBS, WOODLINE
AND OTHER VEGETATION AS NECESSARY. CLEARING LIMITS SHALL BE
TO D.O.T. RIGHT-OF-WAYS AND/OR ACQUIRED EASEMENTS.
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK.
SCALE: 1 "=10'-0"

PROPOSED EMERGENCY PUMP CONNECTION
SEE SHEET 20 OF 23 FOR DETAILS
CLEAR AND GRUB TREES AND SHRUBS
AS NECESSARY (SEE NOTE)
?,
PROPOSED FRANKLIN STREET PUMP STATION
SEE SHEET 8 OF 23 FOR DETAILS
PUMP STATION ?2s SIT?PLAN
PROPOSED SANITARY SEWER MANHOLE ?1
(STA 0+31.21 S-1)
N
0
PROPOSED SILT FENCE
N_
fL
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?? ?
1
0
? ?,
0
I ?-
-`fir
\`5v

EXISTING PROPERTY LINES n
Q
N
y om
pp
aar VI ? N
?? • U ?
CONTRACT I CONTRACT II V
Z°
i) INSTALL MANHOLE ?1. i) INSTALL WET WELL AND VALVE VAULT. CH
y m m
"
2) INSTALL SEWER MAIN DOWN 2) INSTALL SEWER MAIN FROM WET Q6 =
? W III a i
ACCESS ROAD. WELL TO MANHOLE #1 (STA 0+31.21) ? ? ??? t
3) INSTALL FORCE MAIN FROM
' 3) INSTALL D.LP. FORCE MAIN ? y ? • • ?
STA D+13.50 FM-1 (90
BEND) FROM VALVE VAULT TD STA 0+14 FM-2 o ? ;;
,C
DOWN ACCESS ROAD. INCLUDING THE 90 DEGREE BEND. ?
in o
4
am
.,
4) RESPONSIBLE FOR TESTING ALL 4) RESPONSIBLE FOR TESTING ALL b 8
m
MATERIAL INSTALLED. MATERIAL INSTALLED.
3a
`?
O
o
0
LEGEND
PROPOSED GRAVITY SEWER MAIN
- - - - - - PROPOSED SEWER FORCE MAIN
N PROPOSED GATE VALVE
• PROPOSED GRAVITY SEWER MANHOLE
a

® PROPOSED SEWER PUMP STATION WET WELL ?
(FOR DETAILS, SEE SHEET 8 OF 23) W o
rc
PROPOSED SEWER PUMP STATION VALVE VAULT
F
R ?
? r d
W
O
DETAILS, SEE SHEET 8 OF 23
( )

W
? W

H
P PROPOSED EMERGENCY PUMP CONNECTION F
F
N W z ?
?U7
(FOR DETAILS, SEE SHEET 20 OF 23) W
? z Z
p
? ZO
GENERATOR PROPOSED STAND-BY GENERATOR Z
? Y Q
3? J z?
?? PROPOSED CONTROL PANEL RACK ?FQ- d
W
(FOR DETAILS, SEE SHEET 9 OF 23) z ?

PROPOSED AREA LIGHTING ?
o ?
d
(FOR DETAILS, SEE SHEET 9 OF 23)
__. ___?._ _____ EXISTING CONTOURS
PROPOSED CONTOURS
a
0 EXISTING IRON ROD (E.I.R.) AUGUST, 2003
gym

s
NEW IRON ROD (N.LR.) :
LM
auww:
------------ CLEARING LIMITS GER
p16NED
- PROPERTY LINE MCW
?:
? AS SHOWN
? EXISTING TREE LINE swm wo
TEMPORARY SEDIMENT TRAP 7
E
8
a
e
c
G
a'
a
??
0
6?-0" INSIDE DIA.
CONCRETE WET WELL
8" DIA D.I.
INFLUENT PIPE
3-3" CONDUIT TO L
CONTROL PANELI
io
I
i?
.I A
INTERIOR ALUMINUM FLOAT BRACKET
CAST-IN NDN-RADIAL DPENINGS W/FLEX
CONNECTORS FOR DISCHARGE PIPE
5'-11 °
? 2'-3"
L_
PUMP STATION
TOWER PLAN. VIEW
N.T.S.
4" WET WELL VENT CLOSE RETURN BEND
OR SHORT RADIUS 90' FLANGED BENDS I?
4" D.I. PIPE
12.00 MSL CAST IN TOP SLAB
i
3-3" CONDUIT
TO CONTROL PANEL
(NOT IN TRUE
SECTION)
CAST IN PLACE
POLYPROPELENE
COVERED STEPS
h_
0
0
a
8" DIA. D.I.P.
INFLUENT PIPE
ELEV. 424.66' MSL
HIGH WATER ALARM
ELEV. 422.50' MSL
LAG PUMP "ON" /
ELEV. 422.00 MS
LEAD PUMP "ON"
ELEV. 421.50' MSL
LEAD PUMP "OFF"
CAST IN PLACE
POLYPROPYLENE
COVERED STEPS
(nPICAL OFH?)CK VALVE
6" PLUG VALVE
(nPICAI OF 2)
?o
I
1'-6"
O
I
(GROUT BOTTOM OF i0
?1 VAULT TO DRAIN
I12" COMPACTED
STONE BEDDING
CONCRETE PIPE SUPPORTS W/
STEEL HOLD DOWN STRAPS (nP.)
9„
STAINLESS STEEL WALL BRACKET FOR
DISCHARGE PIPE SUPPORT. MOUNT AS
PER MANUFACTURER S SPECIFICATIONS
2" STAINLESS STEEL PIPE FOR
LIFT OUT RAIL ASSEMBLY
6'-0" INSIDE DIA.
CONCRETE WEf WELL
2-SUBMERSIBLE NON-CLOG
SEWAGE PUMPS
ELEV.?419?50' MSL
GROUT FlLLET
WET WELL FLOOR + 6"X4" REDUCING 90' BEND
iv ELEV. 418.00' MSL ,
PUMP STATION
S_F_f_'.TION VIEW "A-A" STONE BEDDING
N.T.S.
2-3/4" THREADED RODS
ANCHHORED TO PIPE FLANGES
8?- D„
110'-0" i
6"
CONCRETE PIPE SUPPORT
W/ STEEL HOLD DOWN STRAP (nP.)
6" 90' BEND
6"X6" FLANGED TEE
? 6" D.LP. FORCEMAIN
Q ?
6" 90' BEND
A
6" PLUG GATE VALVE
(nPICAL OF 2)
6" SWING CHECK VALVE
(nPICAL of 2)
6" COUPLING
(nPICAL OF 2)
B'-0" x 6'-0" I.D.) PRECAST
CONCRETE VAUL W/3" PVC DRAIN
W/FLAP VALVE IN WEf WELL
2 LIQUID FLUID
GAUGES (TYP. OF 2)
r-6" COUPLING (TYP.)
N
6° D.I. 90' BEND d
3" D.I.P. VAULT DRAIN
PIPE W/ FLAP VALVE
6" D.I. PIPE
PUMP BASES SHALL BE FASTENED TO THE CONCRETE WET WELL
INVERT BY NO LESS THAN FOUR 3/4" STAINLESS STEEL BOLTS.
THE BOLTS SHALL BE THREADED I TO CONCRETE ANCHOR INSERTS,
WHICH HAVE BEEN CAST INTO THE INVERT, OR THREADED IN A
CAPSULE ANCHOR BY MOLLY, HILT( OR EQUAL THE BOLT SHALL
HAVE A PULLOUT STRENGTH OF NO LESS THAN 5000 LBS AND
SHALL BE SUITABLE FOR VIBRATING EQUIPMENT.
6'-0" INSIDE DU.
CONCRETE WET WELL
?. 4" WET WELL VENT ?
CLOSE RETURN BEND OR
SHORT RADIUS 90' FLANGED BENDS
? ?
I,
l
0
II
? ?
W/?OCKING HATCHGCENIEREDLUONI?U? ?OR
PUMP STATION
UPPER PLAN VIEW
N.T.S.
? i/
PUMP STATION DESIGN C RITERIA
PUMP STATION DESIGN FLOW 200 GPM
PUMP CAPACIn 200 GPM
TOTAL DYNAMIC HEAD 70.00 FT
FORCE MAIN SIZE 6" PVC
FORCE MAIN LENGTH 3,000 FT
FORCE MAIN HIGH POINT 475.74 FT
VELOCIn AT PUMPING RATE 2.27 FPS
PUMP OFF TIME 26.32 MIN.
PUMP ON TIME 1.69 MIN.
MINIMUM EFFICIENCY 5Dx
MAXIMUM HORSEPOWER 20 HP
MAXIMUM RPM'S 1760 RPM
ELECTRICAL SERVICE 3 PHASE
VOLTS 460V
NOTES:
1.) CONTRACTOR SHALL APPLY TWO COATS BITUMASTIC
COAL TAR EPOXY PAINT TO ALL D.I.P. PIPING, VALVES
HANDWHEELS, WET WELL WALLS AND VALVE VAULT.
2.) ALL ELECTRICAL WIRING SHALL BE DONE IN ACCORDANCE
WITH THE PLANS AND THE SPECIFlCATION PROVIDED IN
THE CONTRACT DOCUMENTS.
3.) CONTRACTOR SHALL VERIFY LOCATION AND COMPOSITION
OF ALUMINUM ACCESS DOORS WITH THE ENGINEER
PRIOR TO FABRICATION.
3'-0" X 4'-0" SINGLE LEAF ALUMINUM DOOR
W/ LOCKING HATCH CENTERED ON VAULT

CONCRETE VA LT
ry,
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onTE,
AUGUST, 2003
oESicNEm
oNawN:
GER
CHECKED.
MCW
SLRLE:
N.T.S.
SHEET N0.
8
UNISTRUT POST P1001 (TYP.)
AS REQUIRED CONNECTED BY STAINLESS STEEL
NUTS AND BOLTS
4'
6" MIN. (TYP.) ? ?
PANEL SHALL INCLUDE AUTO-DIALER WITH BACKUP POWER SUPPLY ?,
IN CASE OF MAIN POWER FAILURE. PANEL SHALL BE EQUIPPED o
FOR QUICK TELEPHONE CABLE HOOKUP. CONTROL MANUFACTURE SHALL ,?
VERIFY PRIOR TO FABRICATION ALL EQUIPMENT MANUFACTURES ?
TO BE INSTALLED. ?
25' TREATED WOOD POLE
1/8" ALUMINUM TES TYPE III
4" GALVANIZED MEDIUM LIGHT ?
DISTRIBUTION ?
MAIN PIPE (TYP.) ', r 1
BOX AREA LIGHT SERVICE POLE TO ?'
MAIN AUTO. 120 V AREA
SERVICE TRANS. LIGHT 150 WATT' BE SUPPLIED BY CONTRACTOR.
DISC. SWITCH CONTRACTOR SHALL COORDINATE ?-
44;1#6G-2"C FOR AREA LIGHT INSTALLATION.
STAINLESS STEEL _,' 4#4G;1?6G-2"C W OWNER
U-BOLT & WASHER /
W/ NEOPRENE GASKET
f---?1'-6" MAIN AUTO. MAIN
TRANS. SERVICE METER Q
WP,GF RECEPTACLE BOX SWITCH DISC. ",
a
FINISHED GRADE
?IIIII? ? I ! i 711111 1 ??IIII? i?4G.
I 3/4"x10' GROUND ROD
2 10-3 4"C
- ? /
i
I
J
2" CONDUIT FOR POWER
3/4" CONDUIT FOR GROUND 3/4" CONDUIT FOR AREA LIGHT
2" CONDUIT FOR GENERATOR POWER 3/4" CONDUIT FOR GROUND ENGINE HEATER CONTROLS
3/4" CONDUIT FOR GENERATOR CONTROLS 3/4" CONDUIT FOR GENERATOR ENGINE HEATER CONTROLS BATTERY CHARGER CONTROLS ?
3/4" CONDUIT FOR GENERATOR BATTERY CHARGER CONTROLS
INSTALL CONDUIT SEAL BETWEEN 3/4" CONDUIT FOR TELEPHONE SERVICE
WETWELL /JUNCTION AND
JUNCTION /CONTROL PANAL 3-3" CONDUIT FROM WETWELL (TYP.) JUNCTION BOX SHALL BE STAINLESS
STEEL AND SECURED TO UNISTRUT WITH
ELECTRIC EOUIPMEN SUPPORT STRUCTURE STAINLESS STEEL NDTS AND BOLTS.
ALL CONDUIT LEGS SHALL ALSO BE
NTS SECURED TO UNISTRUT BY STAINLESS
STEEL U-BOLTS.
SHOWN WITH OUTER DOOR REMOVED
DEADFRONT HAS HOLD OPEN FEATURE
ALARM DRIP SHETLD
LIGHT
n n
HGRN
?-
?7' ?%l^
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ALUMINUM DEADFRONT ALUMINUM DEADFRONT

DUPLEX ?? ?
RECEPTACLE
60" -?
PANEL LAYOUT
Nrs
NAMEPLATE LEGEND
1 -PUMP 1 MOISTURE FAULT
2 -PUMP 2 MOISTURE FAULT
3 -PUMP 1 OVERTEMP/OVERLOAD
4 -PUMP 2 OVERTEMP/OVERLOAD
5 -PUMP 1 RUN
6 -PUMP 2 RUN
7 -HAND OFF AUTO
8 -CONTROL POWER ON
9 -HIGH LEVEL
10 -ALARM TEST
11 -HORN SILENCE
12 -CONTROL
13 - RECEP.
14 -CHARGER DIALER
15 - TRANSFO MER
16 -PUMP 1
17 -PUMP 2
18 -MAIN
6" M1N.
GENERATOR
6"X6", 10 GA.
WWM
D
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.
? • .,L?.
EXISTING GRADE " 9
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".D "
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?
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6 MIL VISQUEEN ll ,?.• o
- 6

4 RE-BAR •
•.
PERIMETER INSULATION
?
? y2" O.C.
,
i" POLYSTRENE 12°
?
2- #4 RE-BAR CONL
6" MIN. COMPACTED
STONE BASE
EMERGENCY GENER ATOR PAD
N.T.S.
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AUGUST, 2003
oesicNEO.
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GER
CHECKED'.
Mcw
scue
N.T.S.
snEEr No.
9
oe 23
20 KW
1 #4G:
3/4"x10' GROUND ROD
1#4G.
POWER 3/4"x10' GROUND ROD
-CONTROLS
SERVICE BY PROGRESS ENERGY
CONTROL PANEL -WIRING DUIGRAM
NTS
CONTRACTOR SHALL SEE CONTROL
PANEL MANUFACTURE SPECIFICATIONS
FOR SPECIFIC WIRING INSTRUCTIONS.
CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL WIRING MODIFICATIONS
REQUIRED BY CONTROL PANEL SUPPLIER.
S
4
1
~t
PROPOSED GRADING CONTOURS t
s ?s
t
PROPOSED CHAIN-LINK FENCE
4 1
(PROPOSED TALLY HO PUMP STATION WET WELL
(SEE SHEET 11 OF 23 FOR DETAILS
0
N_
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NOTE:
1.) CONTRACTOR SHALL CUT AND CLEAR ALL TREES, SHRUBS, WDODLINE
AND OTHER VEGETATION AS NECESSARY. CLEARING LIMITS SHALL BE TD
D.O.T. RIGHT-OF-WAYS AND/OR ACQUIRED EASEMENTS.
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK.
CONTRACT I
1) INSTALL MANHOLE X35.
2) INSTALL SEWER MAIN IN
DOT R/W.
3) INSTALL FORCE MAIN IN DOT
R/W TO GATE VALVE.
4) RESPONSIBLE FOR TESTING ALL
MATERIAL INSTALLED.
1 1/2" METER
CONTRACT II
1) INSTALL WET WELL AND VALVE VAULT
2) INSTALL SEWER MAIN FROM WET
WELL TO STA 0+26.29 (MH #35)
3) INSTALL 6" DIP FORCE MAIN FROM VALVE
VAULT TO STA 0+13 FM-3, UP TO AND
INCLUDING THE GATE VALVE.
4) RESPONSIBLE FOR TESTING ALL
MATERIAL INSTALLED.
PROPOSED 12 GRAVEL
?-PROPOSED OUTLET PROTECTION
PROPOSED 52LF 2" PE SERVICE LINE ? „.-,?""'°?? ???
WITH METER INSTALLED UNDER ROAD ?,?-'"
B"X1/1/2" TAPPING ?'
SADDLE
1
EXISTING 8" PVC
WATER MAIN
PUMP STATION ?3 SITE PLAN
scue i =io'-o'
O N
o
0
PROPOSED GRAVITY SEWER MAIN
- - - - - - PROPOSED SEWER FORCE MAIN
N PROPOSED GATE VALVE
PROPOSED GRAVITY SEWER MANHOLE
z
PROPOSED SEWER PUMP STATION WET WELL
(FOR DETAILS, SEE SHEET 11 OF 23) ? ?
W ?
PROPOSED SEWER PUMP STATION VALVE VAULT N} ?
?
? pd
(FOR DETAILS, SEE SHEET 11 OF 23) i? Q W
W ?

W z
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P PROPOSED EMERGENCY PUMP CONNECTION
(FOR DETAILS, SEE SHEET 20 OF 23) W
? ? p Z
p
N ? 20
GENERATOR PROPOSED STAND-BY GENERATOR Z } ° J Q
O ? -'
?= PROPOSED CONTROL PANEL RACK H H ? ? 0

(FOR DETAILS, SEE SHEET 12 OF 23)
? .
?
PROPOSED AREA LIGHTING ? d
(FOR DETAILS, SEE SHEET 12 OF 23)
_.m_.___m.___._. _ _? EXISTING CONTOURS
PROPOSED C
T
ON
OURS
o EXISTING IRON ROD (E.LR.) AUGUST, 2003
omam
0 NEW IRON ROD (N.I.R.) LM
----------- - CLEARING LIMITS GER
PROPERTY
INES MCW
L
AS SHOWN
v?? EXISTING TREE LINE am w.
TEMPORARY SEDIMENT TRAP ? O
?, 23
6'-O" INSIDE DIA.
CONCRETE WET WELL
6" DIA. D.I. L
INFLUENT PIPET \
3-3" CONDUIT TO L
CONTROL PANELI
io
I
io
I A
!L
INTERIOR ALUMINUM FLOAT BRACKET
CAST-IN NON-RADIAL OPENINGS W?FLEX
CONNECTORS FOR DISCHARGE PIP
5'-11"
\ 2'-3"
L_
PUMP STATION
LOWER PLAN VIEW
N.T.S.
4" WET WELL VENT CLOSE RETURN BEND
OR SHORT RADIUS 90' FLANGED BENDS
4" D.I. PIPE ?
CAST IN TOP SLAB
T/SL48 ELEV. 427.10 MSL
I _. .,
h
3-3" CONDUIT
TO CONTROL PANEL
(NOT IN TRUE
SECTION)
CAST IN PLACE
POLYPROPELYNE
COVERED STEPS
0
0
8" DIA. D.I.P.
INFLUENT PIPE
INV. IN
ELEV. 416.76' MSL
HIGH WATER ALARM
ELEV. 414.40' MSL

-3/4" THREADED RODS
NCHORED TO PIPE FLANGES
8'-O
iD'-0" i
?6" D.LP. FORCEMAIN
6"
e
CAST IN PLACE
POLYPROPYLENE
COVERED STEPS
8'-0" x 6'-0" I.D.) PRECAST
CONCRETE VAUL W/3" PVC DRAIN
W/FLAP VALVE IN WET WELL
2 LIQUID FLUID
GAUGES (TYP. OF 2)
r6" COUPLING (TYP.)
i.?i r?.i
6" D.I. 90' BEND
3" D.LP. VAULT DRNN
PIPE W/ FLAP VALVE
6" D.I. PIPE
CONCRETE PIPE SUPPORT
W/ STEEL HOLD DOWN STRAP (TYP.)
6"X6" D.I. FLANGED TEE
?6" 90' D.I. BEND
A
6" PLUG GATE VALVE
(TYPICAL OF 2)
6" SWING CHECK VALVE
(TYPICAL OF 2)
6" COUPLING
(TYPICAL OF 2)
6" SWING CHECK VALVE
(TYPICAL OF 2}
6" PLUG VALVE
(TYPICAL OF 2) I
1'-s" o
I
10
GROUT BOTTOM OF
VAULT TO DRAIN
9"
12" COMPACTED
STONE BEDDING
CAST-IN-PLACE
PIPE SUPPORTS
STAINLESS STEEL WALL BRACKET FOR
DISCHARGE PIPE SUPPORT. MOUNT AS
PER MANUFACTURER'S SPECIFICATIONS
/?/ LEAD PUMPOONS
ELEV. 413.40' MSL
LEAD PUMP "OFF"
ELEV. 412.10' MSL
LOW LEVEL ALARM
ELEV. 411.60' MSL
GROUT FILLET
WET WELL FLOOR
ELEV. 410.10' MSL "? ?`
N
0
PUMP STATION
SECTION VIEW "A-A"
N.T.S.
2" STAINLESS STEEL PIPE FOR
LIFT OUT RAIL ASSEMBLY
72° INSIDE DIA. CONCRETE
WET WELL (6'-0")
6"X4" REDUCING 90' BEND
6'-0" INSIDE DIA.
CONCRETE WET WELL
4" WEf WELL VENT
CLOSE RETURN BEND OR
SHORT RADIUS 90' FLANGED BENDS
3'-0" X 4'-0" SINGLE LEAF ALUMINUM DOOR
W/ LOCKING HATCH CENTERED ON VAULT
__\?
? ?
PUMP BASES SHALL BE FASTENED TO THE CONCRETE WEi WELL
INVERT BY NO LESS THAN FOUR 3/4" STAINLESS STEEL BOLTS.
THE BOLTS SHALL BE THREADED INNTO CONCRETE ANCHOR INSERTS,
12" COMPACTED WHICH HAVE BEEN CAST INTO THE INVERT, OR THREADED IN A
STONE BEDDING CAPSULE ANCHOR BY MOLLY, HILTI OR EQUAL. THE BOLT SHALL
HAVE A PULLOUT STRENGTH OF NO LESS THAN 5000 LBS AND
SHALL BE SUITABLE FOR VIBRATING EQUIPMENT.
4
(
- CONCRETE VAULT
? ?
3'-0" X 4'-0" SINGLE LEAF ALUMINUM DOOR
W/ LOCKING HATCH CENTERED ON WET WELL
PUMP STATION
UPPER PLAN VIEW
N.T.S.
PUMP STATION DESIGN C RITERIA
PUMP STATION DESIGN FLOW 200 GPM
PUMP CAPACITY 200 GPM
TOTAL DYNAMIC HEAD 60.00 FT
FORCE MAIN SIZE 6" PVC
FORCE MAIN LENGTH 2,600 FT
FORCE MAIN HIGH POINT 475.74 FT
VELOCITY AT PUMPING RATE 2.27 FPS
PUMP OFF TIME 25.63 MIN.
PUMP ON TIME 2.70 MIN.
MINIMUM EFFICIENCY 48R
MAXIMUM HORSE POWER 25 HP
MAXIMUM RPM'S 1780 RPM
ELECTRICAL SERVICE 3 PHASE
VOLTS 460 V
NOTES:
1.) CONTRACTOR SHALL APPLY TWO COATS BITUMASTIC
COAL TAR EPOXY PAINT TO ALL D.I.P. PIPING, VALVES
HANDWHEEIS, WET WELL WALLS AND VALVE VAULT.
2.) ALL ELECTRICAL WIRING SHALL BE DONE IN ACCORDANCE
WITH THE PLANS AND THE SPECIFlCATION PROVIDED IN
THE CONTRACT DOCUMEMS.
3.) CONTRACTOR SHALL VERIFY LOCATION AND COMPOSITION
OF ALUMINUM ACCESS DOORS WITH THE ENGINEER
PRIOR TO FABRICATION.
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AUGUST, 2003
oESicNEO:
oaawN:
GER
CHECNED:
MCW
SGLE',
N.T.S.
SHEET NO
o?:
i
UNISTRUT POST P1001 (TYP.)
AS REQUIRED CONNECTED BY STAINLESS STEEL
NUTS AND BOLTS PANEL SHALL INCLUDE AUTO-DIALER WITH BACKUP POWER SUPPLY
4' IN CASE OF MAIN POWER FAILURE. PANEL SHALL BE EQUIPPED
FOR QUICK TELEPHONE CABLE HOOKUP. CONTROL MANUFACTURE SHALL
VERIFY PRIOR TO FABRICATION ALL EQUIPMENT MANUFACTURES
TO BE INSTALLED.
6" MIN. (TYP.)
1/6" ALUMINUM IES TYPE III
4" GALVANIZED MEDIUM LIGHT
MAIN PIPE (TYP.) DISTRIBUTION
BOX
MAIN AUTO. 120 V AREA ` J
SERVICE TRANS. LIGHT 150 WATTI
DISC. SWITCH
STAINLESS STEEL ' 4#4;1#6G-2"C
U-BOLT & WASHER 4#4G;1#6G-2"C
W/ NEOPRENE GASKET
I I 1'-6° MAIN AUTO. MAIN
I ?I
WP,GF RECEPTACLE BQX TRANS. SERVICE
SWITCH DISC.
FINISHED GRADE
?IIIII? i ? ? I ????
VIII
'? I
11
? ?
2" CONDUIT FOR POWER
3/4" CONDUIT FOR GROUND 3/4" CONDUIT FOR AREA LIGHT
2" CONDUIT FDR GENERATOR POWER 3/4" CONDUIT FOR GROUND
3/4" CONDUIT FOR GENERATOR CONTROLS 3/4" CONDUIT FOR GENERATOR ENGINE HEATER CONTROLS
3/4" CONDUIT FOR GENERATOR BATTERY CHARGER CONTROLS
INSTALL CONDUIT SEAL BETWEEN 3 4' CONDUIT FOR TELEPHONE SERVICE
WEPNELL /JUNCTION AND /
JUNCTION /CONTROL PANAL 3 3" CONDUI
1 ?4G. 1 #4G.
3/4"x10' GROUND ROD 210-3/4"C
4#4-2"C
3/4"x10' GROUND ROD
= 1#4G.
ENGINE HEATER CONTROLS POWER 3/4"x10' GROUND ROD
BATTERY CHARGER CONTROLS CONTROLS -
20 KW
GENERATOR
25' TREATED WOOD POLE
AREA LIGHT SERVICE POLE TO
BE SUPPLIED BY CONTRACTOR.
CONTRACTOR SHALL COORDINATE
FOR AREA LIGHT INSTALLATION.
W/ OWNER
METER
SERVICE BY PROGRESS ENERGY
- T FROM WETWELL (TYP.) JUNCTION BOX SHALL BE STAINLESS
STEEL AND SECURED TO UNISTRUT WTH
UPPORT STRUCTURE STAINLESS STEEL NUTS AND BOLTS.
ALL CONDUIT LEGS SHALL ALSO BE
NTS SECURED TO UNISTRUT BY STAINLESS
STEEL U-BOLTS.
SHOWN WITH OUTER DOOR REMOVED
DEADFRONT HAS HOLD OPEN FEATURE
ALARM
LIGHT DRIP SHEILD
a o
HORN
36"
C7' ??^ 15 16 1I 16
moo ®®®®

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? ? 10
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C7 O „

R°sEr w°?er
??
ALUMINUM DEADFRONT ALUMINUM DEADFRONT

DUPLEX
RECEPTACLE
an'•
PANEL LAYOUT
??
NAMEPLATE LEGEND
1 -PUMP 1 MOISTURE FAULT
2 -PUMP 2 MOISTURE FAULT
3 -PUMP 1 OVERTEMP/OVERLOAD
4 -PUMP 2 OVERTEMP/OVERLOAD
5 -PUMP 1 RUN
6 -PUMP 2 RUN
7 -HAND OFF AUTO
8 -CONTROL POWER ON
9 -HIGH LEVEL
10 -ALARM TEST
11 -HORN SILENCE
12 -CONTROL
13 - RECEP.
14 -CHARGER/ DIALER
15 -TRANSFORMER
i6 -PUMP 1
17 -PUMP 2
18 -MAIN
ONTROL PANEL -WIRING DIAGRAM
NTS
CONTRACTOR SHALL SEE CONTROL
PANEL MANUFACTURE SPECIFICATIONS
FOR SPECIFIC WIRING INSTRUCTIONS.
CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL WIRING MODIFICATIONS
REQUIRED BY CONTROL PANEL SUPPLIER.
GENERATOR
6" MIN. -
E X I SST I N, GAG ? R T A?} D +E ?
?=1 I1=1 I1-1I I
??=lll?iillllll
6 MIL VISQUEEN ?
'.E
6" MIN. COMPACTED
STONE BASE
a
.?,i
6,.
PERT #4 RE-BAR
METER INSULATION 32" D.C.
??,? 1 POLYSTRENE
2- ?4 RE-BAR CONT.
EMERGENCY GENERATOR PAD
6"X6", 10 GA.
WWM
??.16"? MIN.
•
12"
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MiE:
AUGUST, 2003
oesicweo.
oaawe:
GER
cn=_cKeo.
MCW
sra?e
N.T.S.
sncsr rva.
12
oe 23
6" THICK CABC STONE SITE AND DRNE
PROPOSED SILT FENCE
NOTE:
1.) CONTRACTOR SHALL CUT AND CLEAR ALL TREES, SHRUBS, WOODLINE
AND OTHER VEGETATION AS NECESSARY. CLEARING LIMITS SHALL BE TO
D.O.T. RIGHT-OF-WAYS AND/OR ACQUIRED EASEMENTS.
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK.
PROPOSED CONTOURS
PROPOSED OLD HWY 75 PUMP STATION
SEE SHEET 14 OF 23 FOR DETAILS
S-14
FM-4 ?- =- _ - - - _
CONTRACT I
1) INSTALL MANHOLE X87
2) INSTALL D.I.P. SEWER MAIN ACROSS
OLD HWY. 75 WITH BORE TO PUMP
STATION (STA 0+00 S-14).
3) INSTALL FORCE MAIN ACROSS OLD
HWY. 75 WITH BORE TO 6" GATE VALVE
(STA 0+11 FM-4).
4) RESPONSIBLE FOR TESTING ALL
MATERIAL INSTALLED.
79.05LF B" D.LP.
SANITARY SEWER
N II
1) INSTALL WET WELL AND VALVE VAULT
2) INSTALL D.LP. FORCE MAIN FROM VALVE
VAULT (STA 0+00 FM-4) TO 6" GATE VALVE
(STA 0+11 FM-4) INCLUDING THE GATE VALVE
3) RESPONSIBLE FOR TESTING ALL
MATERIAL INSTALLED.
LINE WITH METER
f
EXISTING 8" PVC
WATER MAIN
STA 0+82 FM-4
PROPOSED 6" 90' BEND
PUMP STATION 4 SITE PLAN
SCALE: 1"=10"-0"
PROPOSED GRAVITY SEWER MAIN
- - - - - - PROPOSED SEWER FORCE MAIN
N PROPOSED GATE VALVE
• PROPOSED GRAVIT( SEWER MANHOLE
PROPOSED SEWER PUMP STATION WET WELL
(FOR DETAILS, SEE SHEET 14 OF 23)
PROPOSED SEWER PUMP STATION VALVE VAULT
(FOR DETAILS, SEE SHEET 14 OF 23)

© PROPOSED EMERGENCY PUMP CONNECTION
(FOR DETAILS, SEE SHEEP 20 OF 23)
GENERATOR PROPOSED STAND-BY GENERATOR
? PROPOSED CONTROL PANEL RACK
? (FOR DETAILS, SEE SHEET 15 OF 23)
PROPOSED AREA LIGHTING
(FOR DETAILS, SEE SHEET 15 OF 23)
______._____. ? EXISTING CONTOURS
PROPO
SED CONTOURS
e EXISTING IRON ROD (E.I.R.)
0 NEW IRON ROD (N.1.R.)
----------- - CLEARING LIMITS
PROPERTY LINES

v?J EXISTING TREE LINE
TEMPORARY SEDIMENT TRAP

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13
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PROPOSED VALVE VAULT
SEE SHEET 14 OF 23
FOR DETAILS
PROPOSED CHAIN-LINK FENCE
PROPOSED EMERGENCY PUMP CONNECTION
SEE SHEET 20 OF 23 FOR DETAILS
STA 0+11 FM-4
PROPOSED 6" GATE VALVE
PROPOSED YARD HYDRANT
82LF 6" D.I.P.
FORCE MAIN
LEGEND
6'-0" INSIDE DIA.
CONCRETE WET WELL
8° DIA. D.L L
INFLUENT PIPET \
3-3" CONDUIT TO L
CONTROL PANEL I
I
? ,?
I ?
INTERIOR ALUMINUM FLOAT BRACKET
CAST-IN NON-RADIAL OPENINGS W FLEX
CONNECTORS FOR DISCHARGE PIP
5'-11"
? 2'-3"
L_
-3 4" THREADED RODS
.NC ORED TO PIPE FLANGES
8, 0"
10'-0"
PUMP STATION
LOWER PLAN VIEW
N.T.S.
4" WET WELL VENT CLOSE RETURN BEND
OR SHORT RADIUS 90' FLANGED BENDS I?
4" D.I. PIPE ?
CAST IN TOP SLAB
ELEV. 471.50' MSL
A
3-3" CONDUIT
TO CONTRDL PANEL
((NOT IN TRUE
SECTION)
CAST IN PLACE
POLYPROPELYNE
COVERED STEPS
4
8" DIA. D.LP.
INFLUENT PIPE
I INV. IN
ELEV. 463.94' MSL
HIGH WATER ALARM
ELEV. 461.00' MSL
B'-0" x 6'-0" I.D.) PRECAST
CONCRETE VAUL W/3" PVC DRAIN
W/FLAP VALVE IN WET WELL
2" llOUID FLUID
GAUGES (nP. OF 2)
?6" COUPLING (TYP.)
N
6"
3" D.LP. VAULT DRAIN
PIPE W/ FLAP VALVE
6" D.I. PIPE
6"
W/HST EL HOLD DOWN STRAP (nP.)
6" 9D' BEND
i?
? ?
6"X6" FLANGED TEE
IA
J- 6" PLUG GATE VALVE
(nPICAL OF 2)
6" SWING CHECK VALVE
(TYPICAL OF 2)
s" couPUNc
(TYPICAL OF 2)
-fi" D.LP. FORCEMAIN
CAST IN PLACE
POLYPROPYLENE
COVERED STEPS
6" SWING CHECK VALVE
(nPICAL OF 2)
6" PLUG VALVE
(nPICAL OF 2)
GROUT BOTTOM OF
VAULT TO DRAIN
12" COMPACTED
STONE BEDDING
CONCRETE PIPE SUPPORTS W/
STEEL HOLD DOWN STRAPS (TYP.)
I STAINLESS STEEL WALL BRACKET FOR
DISCHARGE PIPE SUPPORT. MOUNT AS
PER MANUFACTURERS SPECIFICATIONS
2" STAINLESS STEEL PIPE FOR
LIFT OUT RAIL ASSEMBLY
6'-0° INSIDE DIA.
9"
1'-6"
O
I
ELEV. 460.00' MSL CONCRETE WET WELL
? LEAD PUMP "OFF" 2-SUBMERSIBLE NON-CLOG
ELEV. 459.50' MSL SEWAGE PUMPS
LOW LEVEL ALARM
ELEV. 459.00' MSL
£ GROUT FILLET
i
WEi WELL FLOOR
' „ 6"X4" REDUCING 90' BEND
MSL
N ELEV. 451.50
PUMP BASES SHALL BE FASTENED TO THE CONCRETE WET WELL
INVERT BY NO LESS THAN FOUR 3 4" STAINLESS STEEL BOLTS.
THE BOLTS SHALL BE THREAD
D IN

o E
TO CONCRETE ANCHOR INSERTS,
WHICH HAVE BEEN CAST INTO THE INVERT, OR THREADED IN A
CAPSULE ANCHOR BY MOLLY, HILII 0R EQUAL. THE BOLT SHALL
P UMP STATION HAVE A PULLOUT STRENGTH OF NO LESS THAN 5O0D LBS AND
" 12" COMPACTED
" SHALL BE SUffABLE FOR VIBRATING EQUIPMENT.
SECT ION VIEW
A-A STONE BEDDING
N.T.S.
6'-D" INSIDE DIA. 3'-0" X 4'-0" SINGLE LEAF ALUMINUM DOOR
CONCRETE WET WELL W/ LOCKING HATCH CENTERED ON VAULT
? 4" WET WELL VENT ? ?
CLOSE RETURN BEND OR o
SHORT RADIUS 90' FLANGED BENDS ?
? ?
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/ 8'-0'X6'-0" I.D.
- CONCRETE VAULT)
? ?
3'-0" X 4'-0" SINGLE LEAF ALUMINUM DOOR
W/ LOCKING HATCH CENTERED ON WET WELL
PUMP STATION
UPPER PLAN VIEW
N.T.S.
PUMP STATION DESIGN C RRERIA
PUMP STATION DESIGN FLOW 200 GPM
PUMP CAPACin 200 GPM
TOTAL DYNAMIC HEAD 25.00 FT
FORCE MAIN SRE 6' PVC
FORCE MAIN LENGTH 1,120 FT
FORCE MAIN HIGH POINT 476.30 FT
VELOCfTY AT PUMPING RATE 2.27 FPS
PUMP OFF TIME 26.18 MIN.
PUMP ON TIME 0.54 MIN.
MINIMUM EFFICIENCY 617.
MAXIMUM HORSE POWER 5 HP
MAXIMUM RPM'S 1780 RPM
ELECTRICAL SERVICE 3 PHASE
voLTS asov
NOTES:
1.) CONTRACTOR SHALL APPLY TWO COATS BITUMASTIC
COAL TAR EPOXY PAINT TO ALL D.I.P. PIPING, VALVES
HANDWHEELS, WET WELL WALLS AND VALVE VAULT.
2.) ALL ELECTRICAL WIRING SHALL BE DONE IN ACCORDANCE
WITH THE PLANS AND THE SPECIFICATION PROVIDED IN
THE CONTRACT DOCUMENTS.
3.) CONTRACTOR SHALL VERIFY LOCATION AND COMPOSITION
OF ALUMINUM ACCESS DOORS WITH THE ENGINEER
PRIOR TO FABRICATION.
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14
UNISTRUT POST P1001 (TYP.)
AS REQUIRED CONNECTED BY STAINLESS STEEL
NUTS AND BOLTS
4'
6" MIN. (TYP.)

MAIN 4" GALVANIZED
PIPE (TYP.)
MAIN AUTO. BOX
SERVICE TRANS.
DISC. SWITCH
STAINLESS STEEL
U-BOLT & WASHER
W/ NEOPRENE GASKET
WP,GF RECEPTACLE
FINISHED GRADE
L I 1,_B,?
?IIIII? '' 111111 ??
I?
i
2" CONDUIT FOR POWER
3/4" CONDUIT FOR GROUND
"
2" CONDUIT FOR GENERATOR POWER 3/4
CONDUIT FOR AREA LIGHT
"

" 3/4
CONDUIT FOR GROUND
3/4
CDNDUIT FOR GENERATOR CONTROLS 3/4" CONDUIT FOR GENERATOR ENGINE HEATER CONTROLS
3/4" CONDUIT FOR GENERATOR BATTERY CHARGER CONTROLS
INSTALL CONDUIT SEAL BETWEEN
WETWELL /JUNCTION AND 3 4' CONDUIT FOR TELEPHONE SERVICE
/
JUNCTION /CONTROL PANAL 3-3" CONDUIT FROM WEfWELL TYP
120 V AREA
LIGHT 150 WATT
4#4;1 #6G-2"C
4#4G;1 #6G-2"C -I
MAIN AUTO. MAIN
BOX SWITCH SDRSC.E
METER
1?4G. 1?4G.
3/4"x10' GROUND ROD _ 2#10-3/4"C
- 4#4-2"C
3/4"x10' GROUND ROD
1 #4G.
ENGINE HEATER CONTROLS POWER 3/4"x10' GROUND ROD
BATTERY CHARGER CONTROLS CONTROLS -
20 KW
GENERATOR
SERVICE BY PROGRESS ENERGY

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( ?) JUNCTION BOX SHALL BE STAINLESS
STEEL AND SECURED TO UNISTRUT WITH
CTRIC EQUIPMENT SUPPORT STRUCTURE STAINLESS STEEL NDTS AND BOLTS.
ALL CONDUIT LEGS SHALL ALSO BE
NTS SECURED TO UNISTRUT BY STAINLESS
STEEL U-BOLTS.
SHOWN WITH OUTER DOOR REMDVED
DEAOFRONT HAS HOLD OPEN FEATURE
HORN
36"
??? ??.
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0 0 0
0
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ALARM
LIGHT
DRIP SHEILD
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ALUMINUM DEADFRONT ALUMINUM DEADFRONT
DUPLEX
RECEPTACLE
60" -
PANEL LAYOUT
NTS
NAMEPLATE LEGEND
1 - PUMP i MOISTURE FAULT
2 -PUMP 2 MOISTURE FAULT
3 -PUMP 1 OVERTEMP/OVERLOAD
4 -PUMP 2 OVERTEMP/OVERLOAD
5 -PUMP 1 RUN
6 -PUMP 2 RUN
7 -HAND OFF AUTD
6 -CONTROL POWER ON
9 -HIGH LEVEL
10 -ALARM TEST
11 -HORN SILENCE
]2 -CONTROL
13 - RECEP.
14 -CHARGER/ DIALER
15 -TRANSFORMER
i6 -PUMP 1
17 -PUMP 2
18 -MAIN
TROL PANEL -WIRING DIAGRAM
NTS
CONTRACTOR SHALL SEE CONTROL
PANEL MANUFACTURE SPECIFICATIONS
FOR SPECIFIC WRING INSTRUCTIONS.
CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL WIRING MODIFICATIONS
REQUIRED BY CONTROL PANEL SUPPLIER.
GENERATOR
6" MIN.
fi"X6", 10 GA.
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PERIMETER INSULATION „
32 O.C.
1" POLYSTRENE 12°
2- #4 RE-BAR CONT.
6" MIN. COMPACTED
STONE BASE
EMERGENCY GENER
N.T.S. ATOR PAD
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15
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PANEL SHALL INCLUDE AUTO-DIALER WITH BACKUP POWER SUPPLY
IN CASE OF MAIN POWER FAILURE. PANEL SHALL BE EQUIPPED
FOR QUICK TELEPHONE CABLE HOOKUP. CONTROL MANUFACTURE SHALL
VERIFY PRIOR TO FABRICATION ALL EQUIPMENT MANUFACTURES
TO BE INSTALLED.
1/8" ALUMINUM IES TYPE III
MEDIUM LIGHT
DISTRIBUTION
25' TREATED WOOD POLE
AREA LIGHT SERVICE POLE TO
BE SUPPLIED BY CONTRACTOR.
CONTRACTOR SHALL COORDINATE
FDR AREA LIGHT INSTALLATION.
W/ OWNER
NOTE:
1.) CONTRACTOR SHALL CUT AND CLEAR ALL TREES, SHRUBS, WOODLINE
AND OTHER VEGETATION AS NECESSARY. CLEARING LIMITS SHALL BE TO
D.O.T. RIGHT-OF-WAYS AND/OR ACQUIRED EASEMENTS.
2.) SEE SPECIFICATIONS FOR LAYOUT INFORMATION AND BENCHMARK.
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6" THICK CABC STONE SITE AND DRIVE ?- ?-
PRO?SED SCH00 STREET PUMPo STATION
SEE SHEET 17 OFD` 3 FOR DET LS
1,
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'PROPOSED YARD HYDRANT ?.
?-
28LF 2" P.E. SERVICE LINE W/ METER ? ?
\ ?
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EXISTING 6" WATER MAIN
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-..? ,..-
1:_? -----?\ ??
SCHOOL STREET
? ?:
,/
? ?
6"X7 1/2" TAPPING
SADDLE ?
PROPOSED SILT FENCE
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? ?
\? 90'49'34"
PROPOSED RIPRAP-SEE SHEET
22 OF 23 FOR DETAILS
STA 0+00 FM-5 PROPOSED VALVE VAULT
SEE SHEET 17 OF 23 FOR DETAILS
30LF 15" RCP CULVERT
INVERT IN 432.00' INVERT OUT 431.50'
?. _
---_?
. ? --??_ _
-_ - --r-T
? PROPOSED 20' DOUBLE SWING GATE
PROPOSED 12' GRAVEL ACCESS DRIVE
PROPOSED POWER POLE WITH AREA LIGHT
- ? '? ?
? ? STA 0+87.27 FM-5
l' PROPOSED 6" 90' BEND
? ?.
?? STA 0+78.45 5-13 30' R/W
? SANITARY SEWER MH #BO
? ?.
? ? EXISTING GAS MAINS
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CONTRACT I CONTRACT II ?
1) INSTALL MANHOLE #80. 1) INSTALL WET WELL AND VALVE VAULT.
Y
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2) INSTALL PVC SEWER MAIN ACROSS
SCHOOL STREET AND PATCH ROAD.
3) INSTALL MANHOLE #79.
4) INSTALL PVC FORCE MAIN FROM
FIRST 90 ' BEND (STA 0+18.90)
SCHOOL STREET AND PATCH ROAD.
5) INSTALL SECOND 90 DEGREE BEND
AND FORCE MAIN TO MANHOLE X62.
6) RESPONSIBLE FOR TESTING ALL
MATERIAL INSTALLED.
2) INSTALL B" D.I.P. SEWER MAIN FROM
WEf WELL TO MANHOLE #79 (STA 0+34.55 5-13).
3) INSTALL 8" D.I,P. FORCE MAIN FROM
VALVE VAULT UP TO & INCLUDING
FIRST 90' BEND (STA 0+18.90 FM-5).
4) RESPONSIBLE FOR TESTING ALL
MATERIAL INSTALLED.
PROPOSED GRADING CONTOURS
?t-??a?
' PROPOSED EMERGENCY PUMP CONNECTION
SEE SHEET 20 OF 23 FOR DETAILS
STA 0+14.48 FM-5
PROPOSED 6" GATE VALVE
STA 0+18.90 FM-5
PROPOSED 6" 9D' BEND
34.55LF 8" PVC GRAVITY SEWER MAIN
PROPOSED 6" D.I.P. FORCE MAIN
STA 0+34.55 5-13 SANITARY SEWER MH X79
%--? INVERT IN 421.45' INVERT DUT 421.35'
PROPOSED CHAIN-LINK FENCE
LEGEND
PROPOSED GRAVITY SEWER MAIN
- - - - - - PROPOSED SEWER FORCE MAIN
N PROPOSED GATE VALVE
• PROPOSED GRAVITY SEWER MANHOLE
PROPOSED SEWER PUMP STATION WEf WELL
(FOR DETAILS, SEE SHEET 17 OF 23)
PROPOSED SEWER PUMP STATION VALVE VAULT
(FOR DETAILS, SEE SHEET 17 OF 23)
PROPOSED EMERGENCY PUMP CONNECTION
(FOR DETAILS, SEE SHEET 20 OF 23)
cENeRnroR PROPOSED STAND-BY GENERATOR
PROPOSED CONTROL PANEL RACK
(FOR DETAILS, SEE SHEET 18 OF 23)
PROPOSED AREA LIGHTING
(FOR DETAILS, SEE SHEET 18 OF 23)
e
0
PUMP STATION #5 SITE PLAN '°°'°°°
SCALE: 1"=10"-O" -
??
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING IRON RDD (E.LR.)
NEW IRON ROD (N.LR.)
CLEARING LIMITS
PROPERTY LINES
EXISTING TREE LINE
TEMPORARY SEDIMENT TRAP
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SHEET NG.
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CONCRETE WET WELL
8" DIA. D.I. L
INFLUENT PIPE I
3-3" CONDUIT TO L
CONTROL PANELI
in
A
3-3' CONDUIT
TO CONTROL PANEL
(NOT IN TRUE
SECTION)
CAST-IN NON-RADIAL OPENINGS W FLEX
CONNECTORS FOR DISCHARGE PIP
5'-11"
\ 2'-3"
L_
6"
CONCRETE PIPE SUPPORT
W/ STEEL HOLD DOWN STRAP (TYP.)
? 6" 9D' BEND
.?
6" D.I.P. FORCEMAIN
? ?.
fi" 90' BEND
INTERIOR ALUMINUM FLOAT BRACKET
PUMP STATION
_LOWER PLAN VIEW
N.T.S.
4" WET WELL VENT CLOSE RETURN BEND
OR SHORT RADIUS 90' FLANGED BENDS
4" 0.1. PIPE ?
0 MSL CAST IN TOP SLAB
6° D.I. 90' BEND
°o
m
N
2-3/4° THREADED RODS
ANCHHORED TO PIPE FLANGES
8'
110'-0"
CAST IN PLACE
POLYPROPYLENE
COVERED STEPS
8'-0" x 6'-D" (LD.) PRECAST
CONCRETE VAULT W/3" PVC DRAIN
W/FLAP VALVE IN WE7 WELL
2 uqulD FLUID
GAUGES (TYP. OF 2)
r6° COUPLING (NP.)
6" PLUG GATE VALVE
(TYPICAL OF 2)
6" SWING CHECK VALVE
(TYPICAL OF 2)
6" COUPLING
(TYPICAL OF 2)
6° SWING CHECK VALVE
(TYPICAL OF 2)
6" PLUG VALVE
(TYPICAL OF 2) (
1'-6"
0
, ? ? ,
GROUT BOTTOM OF
VAULT TO DRAIN
9°
CAST IN PLACE 3" D.LP. VAULT DRAIN
POLYPROPELYNE PIPE W/ FLAP VALVE 12" COMPACTED
COVERED STEPS STONE BEDDING
CONCRETE PIPE SUPPORTS W/
STEEL HOLD DOWN STRAPS (TYP.)
B" DIA. D.I.P.
INFLUENT PIPE
INV. IN
ELEV. 421.20' MSL
HIGH WATER ALARM
ELEV. 418.50' MSL
LAG PUMP "ON"
ELEV. 418.00 MSL
LEAO PUMP "ON"
ELEV. 417.50' MSL
LEAD PUMP "OFF"
ELEV. 417.00' MSL
LOW LEVEL ALARM
ELEV. 416.50' MSL
GROUT FILLET
WET WELL FLOOR +>
ELEV. 414.50' MSL "? \
N
PUMP STATION
SECTION VIEW "A-A"
N.T.S.
6" D.I. PIPE
?i T
i
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? ?
3'-0" X 5'-0" SINGLE LEAF ALUMINUM DOOR
W/ LOCKING HATCH CENTERED ON WET WELL
PUMP STATION
UPPER PLAN VIEW
N.T.S.
PUMP STATION DESIGN CRITERIA
PUMP STATION DESIGN FLOW 200 GPM
PUMP CAPACITY 200 GPM
TOTAL DYNAMIC HEAD 50.00 FT
FORCE MAIN SIZE 6" PVC
FORCE MAIN LENGTH 500 FT
FORCE MAIN HIGH POINT 462.00 FT
VELOCITY AT PUMPING RATE 2.27 FPS
PUMP OFF TIME 46.97 MIN.
PUMP ON TIME 0.53 MIN.
MINIMUM EFFICIENCY 549
MAXIMUM HORSEPOWER 10 HP
MAXIMUM RPM'S 1780 RPM
ELECTRICAL SERVICE 3 PHASE
VOLTS 460V
NOTES
STAINLESS STEEL WALL BRACKET FOR
DISCHARGE PIPE SUPPORT. MOUNT AS
PER MANUFACTURER'S SPECIFICATIONS
2" STAINLESS STEEL PIPE FOR
LIFT OUT RAIL ASSEMBLY
6'-0" INSIDE DIA.
CONCRETE WET WELL
2-SUBMERSIBLE NON-CLOG
SEWAGE PUMPS
6"X4" REDUCING 90' BEND
PUMP BASES SHALL BE FASTENED TO THE CONCRETE WET WELL
NVERT BY NO LESS THAN FOUR 3/4" STAINLESS STEEL BOLTS.
,THE BOLTS SHALL BE THREADED INNTO CONCRETE ANCHOR INSERTS,
--WHICH HAVE BEEN CAST INTO THE ]NVERT, OR THREADED IN A
12" COMPACTED CAPSULE ANCHOR BY MOLLY, HILTI DR EQUAL. THE BOLT SHALL
STONE BEDDING HAVE A PULLOUT STRENGTH OF NO LESS THAN 5000 LBS AND
SHALL BE SUITABLE FOR VIBRATING EQUIPMENT.
i.) CONTRACTOR SHALL APPLY TWO COATS BITUMASTIC
COAL TAR EPOXY PAINT TO ALL D.LP. PIPING, VALVES
HANDWHEELS, WET WELL WALLS AND VALVE VAULT.
2.) ALL ELECTRICAL WIRING SHALL BE DONE IN ACCORDANCE
WITH THE PLANS AND THE SPECIFICATION PROVIDED IN
THE CONTRACT DOCUMENTS.
3.) CONTRACTOR SHALL VERIFY LOCATION AND COMPOSITION
OF ALUMINUM ACCESS DOORS WITH THE ENGINEER
PRIOR TO FABRICATION.
3'-0" X 5'-0° SINGLE LEAF ALUMINUM DOOR
W/ LOCKING HATCH CENETRED ON VALVE VAULT

CONCRETE VAULT
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4" WET WELL VENT
CLOSE RETURN BEND OR
SHORT RADIUS 90' FLANGED BENDS
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4'
MAIN
SERVICE
DISC.
TRANS.
SWITCH
UNISTRUT POST P1001 (TYP.)
AS REQUIRED CONNECTED BY STAINLESS ST
NUTS AND BOLTS
6" MIN. (TYP.)
4" GALVANIZED
MAIN PIPE (TYP.)
BOX
STAINLESS STEEL
U-BOLT & WASHER
W/ NEOPRENE GASKET
GENERATOR PLUG
WP,GF RECEPTACLE
,, FINISHED GRADE
??? w
I
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f -
2" CONDUIT FOR POWER -S
3/4" CONDUIT FOR GROUND
INSTALL CONDUIT SEAL BETWEEN
WETWELL /JUNCTION AND
l??.l
3/4" CONDUIT FOR AREA LIGHT
? 3/4" CONDUIT FOR GROUND
3/4" CONDUIT FOR TELEPHONE SERVICE
3-3" CONDUIT FROM WETWELL (TYP.)
PANEL SHALL INCLUDE AUTO-DIALER WITH BACKUP POWER SUPPLY
IN CASE OF MAIN POWER FAILURE. PANEL SHALL BE EQUIPPED
FOR QUICK TELEPHONE CABLE HOOKUP. CONTROL MANUFACTURE SHALL
VERIFY PRIOR TO FABRICATION ALL EQUIPMENT MANUFACTURES
TO BE INSTALLED.
1/B" ALUMINUM TES TYPE III
MEDIUM LIGHT
DISTRIBUTION
120 V AREA
I LIGHT 150 WATT
4#4;1 #6G-2"C
4#4;1 ?6G-2"C
-1 ?-8?? MAIN MANUAL MAIN
BOX TRANS. SERVICE
SWITCH DISC.
?= I I I I I I F 1 #4G. 1 #4G.
3/4"x10' GROUND ROD 2 10-3 4 C
?` - ? /
W 4#4-2"C
3/4"x10' GROUND ROD
1 ??
3/4"x10' GROUND ROD
JUNCTION /CONTROL PANAL ? JUNCTION BOX SHALL BE STAINLESS
STEEL AND SECURED TO UNISTRUT WITH
LECTRIC EQUIPMENT SUPPORT STRUCTURE n?"ICON ulr ? cs sHn? NnLSOLeE
NTS SECURED TO UNISTRUT BY STAINLESS
STEEL U-BOLTS.
SHOWN WITH OUTER DOOR REMOVED
DEADFRONT HAS HOLD OPEN FEATURE
ALARM
LIGHT DRIP SHETLD
0 0
HORN NAMEPLATE LEGEND
C7• C7' 15 16 1) 16
"_ , 1 -PUMP 1 MOISTURE FAULT
0 , 6 ® ® ® ® 2 -PUMP 2 MOISTURE FAULT
? ? 3 -PUMP 1 OVERTEMP/OVERLOAD
OO OO O 4 -PUMP 2 OVERTEMP/OVERLOAD
O O O 5 -PUMP 1 RUN
,: ,3 ., 6 -PUMP 2 RUN
36° 7 - HAND OFF AUTO
O © 10 ®®® 8 -CONTROL POWER ON
O c? O 9 -HIGH LEVEL
? ? 11 10 -ALARM TEST
11 -HORN SILENCE
® ® O o? oI? 12 -CONTROL
ee?Ei AES6T 13 - RECEP.
14 -CHARGER/ DIALER
15 -TRANSFORMER
ALUMINUM DEADFRONT ALUMINUM DEADFRONT 16 -PUMP 1
17 -PUMP 2
16 -MAIN
DUPLEX
RECEPTACLE GENERATOR
PLUG
-.. 6C°
.PANEL LAYOUT
Nn
25' TREATED WOOD POLE
AREA LIGHT SERVICE POLE TO
BE SUPPLIED BY CONTRACTOR.
CONTRACTOR SHALL COORDINATE
FOR AREA LIGHT INSTALLATION.
W/ OWNER
METER
SERVICE BY PROGRESS ENERGY
CONTROL PANEL -WIRING DIA AM
nn
CONTRACTOR SHALL SEE CONTROL
PANEL MANUFACTURE SPECIFICATIONS
FOR SPECIFIC WIRING INSTRUCTIONS.
CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL WIRING MODIFICATIONS
REQUIRED BY CONTROL PANEL SUPPLIER.
PORTABLE GENERATOR
N.T.S.
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18
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? -PROPOSED 8" MAGNETIC FLOW METER ?
6.3°
17.41"
6.00"
3.00.. I
0.5"
3/8" CLEARANCE HOLE,
11/64" WIDE SLOT
WALL MOUNT BRACKET
SUBMERGED PROBE FLOW METER
N.T.$.
01 (TYP.)
NLESS STEAL
X 36" X 12"
dA 3R LOCKABLE BOX FOR
ER VAULT CONTROLS
SS STEEL
T & WASHER
OPRENE GASKET
3.6°
--- 2.8°
GROUND ELEVATION
8" PVC FORCE MAIN
FROM EFFLUENT PUMP STATION
6'X6' CONCRETE SLAB ANCHOR BRKT 4 PLACES
(4-1/2 EXPANSION
1'-5 3/8" (TYP.) ANCHORS T-304 S/S)
??. . ??
FRP (ADDER
Q
a
NOTE: HINGED COVER IS NOT SHOWN
THIS VIEW FOR CLARITY
SEE DETAILED SPECIFICATIONS
i? _ ??i
ii ii
u n
i?-=?i
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u n
it--1i
n ii
i?__?i
ii ii
!??
t -10"
3'-0"

FLOW
2- 2" THREADER TAPS
INSTALL TAPS AT AN
ACCESSIBLE LOCATION
4' ID MANHOLE
WITH HINGED COVER
& LOCKABLE HASP
6'-0"
FLOW
CONDUIT FROM CONTROL PANAL
/4" CONDUIT FROM METER VAULT 6" -
6'-0"
1/2 FOAM PAD PROVIDED PIPE SUPPORT
NOTES:
1. THE MATERIAL IS FRP (FIBERGLASS REINFORCED POLYESTER).
2. NEOPRENE BOOTS ARE SECURED WITH STAINLESS STEEL BANDS.
3. THE MANHOLE BARREL IS 1/2" (MINIMUM) THICKNESS.
4. ALL HARDWARE IS TYPE 304 STAINLESS STEEL.
s"
6'X6' CONCRETE SLAB
#4 REBAR 10" O.C. E.W.
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MCW
ELECTRIC EQUIPMENT SUPPORT STRUCTURE
N T.S.
8° MAG METER MANHOLE
N rs.
SHEEP N0.
19
8.7"
FLOW TRANSMITTER
N.T.S.
NOTE:
ALL RECORDING DEVICES FOR MAG METER
SHALL BE INSTALLED ON CONTROL PANAL.
N0. 4 BARE CU GROUND WIRE, WEAVE THRU
FENCE FABRIC AND CONNECT TO TOP STRAND
OF BARBED WIRE, FLEXIBLE COPPER STRAP,
AND GROUND ROD. (TYP. BOTH SIDES OF GATE)
DOUBLE SWING GATE -,
TENSION WIRE
CHAIN LINK
FABRIC TYPICAL
PRIVACY SLATS W/ WINGS
SEE DETAIL SPECS.
3 STRANDS, 4 POINT
BARB WIRE (TYPICAL) Jr'':?'?`s,

FLEXIBLE CU STRAP
TO BE ATTACHED TO
GATE FRAME (TYPICAL)
E
PLUNGER
BAR
2"
5 8" DIA.-10' LONG SOLID ?
/
1G„
I'
COPPER CLAD STEEL GROUND TRUSS RODS N0. 7 COILED ?,
ROD DRIVEN FLUSH INTO ? .°i 4" GATE °? I SPRING o i°?
POST (TYP.) 3/8" MIN. (TYP.)i / REINFORCING
GROUND TYPICAL L" `i
2'-0„ N0. 4 BARE CU GROUND a 2'-0" WIRE _
WIRE BURIED AND ATTACHED 2 LINE 4" CORNER _
POST (TYP.)
TO BOTH GROUND RODS POST (TYP.)
20'-0" 12'-6" 12'-6"
6' CHAIN LINK FENCE AND DOUBLE SWING GATE
N.T.S.
3" MPT QUICK
DISCONNECT
EMERGENCY ? 4"x3" REDUCER
PUMP CONNECTION
0
I
18"z18"x4" THICK N
CONCRETE PAD FLG. X P.E.
CAST IN PLACE D.I. CL 51
4" PLUG VALVE
4" 45' BEND
WYE ?, 4" D.I.P.
MEGA- ?4" 90' BEND W/ MEGA-LUGS
MEGA- LUGS
LUGS ALL VALVES SHALL
PROPOSED BE PLACED ON AN
FORCE MAIN SOLB BAG OF SACRETE
EMERGENCY PUMP CONNECTION
N.T.S.
VARIES (24" - 36")
a?'O' ?_
D-L WINCH ?
ASSEMBLY ? .
STATIC
LOOP
15'-0°
T-6" ?
6" COMPACTED CABC
J EXISTING GRADE-OR AS
I (INDICATED ON PLANS
UOPE pWPY I SLOPE 1 4" PER 1'
? ? - - -
CORNER 1 4 =IIIIILIIIIII?IIIIII II III - - _ ?i= - - - - - -
POST 111111=111111
4'-0"
COMPACTED SUBGRADE
NOTES:
1.) REMOVE TOPSOIL PRIOR TO
SUBGRADE COMPACTION
I 2.) THE SEWER PUMP STATION SITE
SHALL HAVE 6" COMPACTED CABC GRAVEL DRIVE
INSIDE THE FENCED-IN AREA
N.T.S,
5'
HEAD ASSEMBLY
SAFETY
HOOK
? STAINLESS
STEEL TUBE
DAVIT 55" MIN.
LIFi1NG 10"X10"
HEIGHT
I.D. TO FIT
STAINLESS -? MAST O.D.
STEEL TUBE g" 3/8" BASE
MAST ? PLATE
WEEP HOLE
FLOOR MOUNTED
STAINLESS STEEL
SOCKET
MODEL MAST LOAD UNIT
N0. DIA. (MIN.) WEIGHT
3 1/2" 1 000 LBS 88 LBS.
STAINLESS STEEL PORTABLE HOIST
21'-3"
I 20'
1'-9" 12'
I- 23" 1
MAST ASSEMBLY
S\IOPe gWAY
"__'?_
NOTE:
(SEE SHOP DRAWINGS)
nrvunurc
BOLTS
60'
7'
,?*:.
..Y?•• ??? YI .•?•
7'
ELEVATION PLAN
N.TS.
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AUGUST, 2003
DESicNEO:
Denwe:
GER
GiECKED.
MCW
SGLE.
N.T.S.
SHEET ND.
20
of 23
AS NEEDED
S.STL. CHAIN
CABLE
1/4" S.STL.
I?_
15
3„?
??
2 TON CAP.
ELECTRIC HOIST
T
BOLTING PLAN
0
U
Z_
M
SELECT BACKFILL COMPACTED TO 98%
DENSITY PLACED IN 6' LIFTS UNDER
ROADS AND 12" LIFTS COMPACTED TO
907 DENSITY ELSEWHERE
SELECT
BACKFILL
FINAL BETHLEHEM STD. SHEET
BACKFILL PILING, PZ-27 OR GREATER
EXISTING SANITARY
SEWER MAIN
A
w
a
a
fi" MIN.
z
i?
PIPE
ZONE
AS
REQUIRED
a
a
3 w
? z
0
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UNDISTURBED EARTH
BENCHED TRENCH
FOR GRAVITY & FORCE MAIN
MIN. EXCAVATED IIIII111 -111-11r
TRENCH WIDTH
PIPE WIDTH + 12" I I? FINAL
I? BACKFILL
I
r
PIPE
WIDTH I- INITIAL BACKFILL
VIII 6" ABOVE PIPE ~
z
- w
VIII o
IIII 4" MINIMUM m
PIPE III BEDDING UNDER w
IIII PIPE AND CONTINUE w BETHLEHEM STD. SHEET
(IIII TO TOP OF PIPE a PILING, PZ-27 OR GREATER
PVC PIPE TRENCH
N r.s.
MIN. EXCAVATED
TRENCH WIDTH
PIPE WIDTH + 1
z
n
PIPE
ZONE
PIPE
WIDTH
PIPE
DI PIPE TRENCH
N.i.S.
w
INITIAL BACKFILL o
1' ABOVE PIPE m
w
w
d
a
4" BEDDING
RUBBER BOOT WITH
STAINLESS STEEL CLAMP
CAST OR CORE DRILL HOLE
PER MFR. REQUIREMENTS
3000 PSI CONCRETE
....•
•
PIPE DIAMETER
• •
.
:.• .
. AND MATERIAL VARIES
,
.
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'
'
a
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1 ' 'i ?*? . "? .
? 's„ M
• •'• ,?.
RUBBER BOOT
CONNECTOR
CONCRETE WALL
WALL PENETRATION
N.T.S.
FLOW
UNDISTURBED EARTH
UNDISTURBED EARTH
_P_LAd_
NOTE: THRUST BLOCK SIZE DETERMINED BY SMALLEST DIA. OF TEE
DIM. PIPE SIZE (INCHES)
(IN INCHES) 2 4 6 B II 10 12 14 16 18 20 24
A 1.6 1.9 2.8 3.8 4.7 5.9 6.6 7.5 8.5 9.4 11.2
STRUTS: TS 6"X6'X3 8" (A-36)
OR LARGER ® 7' .C.
WALERS: W10 X 60 (A-36)
OR LARGER
PROPOSED 4B" RCP
10' STORM SEWER
WALERS: W10 X 60 (A-36)
OR LARGER
0
DEMOLISH AND REPLACE EXISTING
?B, CURB AND GUTTER AS NEEDED
-5
STRUTS: TS 6"X6"X3/8" (A-36)
OR LARGER ® 7' O.C.
-10
PROPOSED 48" RCP
STORM SEWER
-15
,.
,? -20
-25
TRENCH SHORING
?..s.
THRUST BLOCK FOR TEES
N.rs.
a
THRUST BLOCK FOR WATER MAIN BENDS
?.r.s.
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AUGUST,
oESlceEO:
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GER
cHECkEO:
MCW
SCALE:
N.T.
sHE?r No.
21
ie 23
UNDISTURBED EARTH
.,,,,?.,fURBED ....., ,
?_ ELEVATION
NOTE: THRUST BLOCKS SHALL BE CONSTRUCTED OF 2000 P.S.I. CONCRETE
TABLE °A" DIMENSIONS UN FEET)
BEND
PIPE SIZE (NOM. DIA. IN INCHES)
2 4 6 I?- 8 10 12 16 18 20 24
90' 1.5 1.9 2.8 ! 3.8 4.7 5.9 7.5 8.5 9.4 11.2
45' 1.0 1.4 2.1 2.8 3.5 4.3 5.5 6.2 6.9 B.3
22 1/2' 0.8 1.0 1.5 2.0 25 3.1 4.0 4.5 4.9 5.7
11 i/4' D.8 1.0 1.1 ' 1.5 1.8 2.2 2.2 3.2 3.6 4.4
__ I
18"x 18"x6" THICK
CONCRETE PAD
CAST IN PLACE
? 1 /2"
VACUUM BREAKER
SNAP-LC
LIO
>>.
PLASTIC LID W/ IRON
READER SHALL HAVE
THE WORDS "WATER
METER" CAST INTO LID
FADER
COVER SNAP-IN
LOCKING RECESS
!?,
k_
.,i _, u.
NOTE:
NOTE:
ALL G4TE VALVE SHALL
ALL GATE VALVES SHALL
BE PULED ON AN 80 LB
BE PLACED ON AN 80 LB
BAG OF SACRETE.
VALVE ASSE
VALVE ASSE
BRONZE
DOUBLE STRAP
SERVICE SADDLE
EXISTING 6" OR 8" PVC
WATER MAIN
CAST IRON
READER LID 2" REDUCED PRESSURE
BALL VALVE BACKFLOW PREVENTER
(TYP.)
?' ?? ,5;7 IRON READER SHALL
??° BE COATED W/ BLACK
BITUMINOUS FINISH
WEIGHT:
COVER - 10 1/2 LBS
BODY - 23 LBS
TYPICA L JUMBO METER BOX
N.T.S.
CAST IRON
VALVE BOX
2" SQUARE
OPERATOR NUT
MECHANICAL JOINT
GATE VALVE
3'-6"
I
N
PLAN VIEW
GATE MBLY
5" SCH. 40 STEEL PIPE
WITH EPOXY COATING
RUST-OLEUM 9335 ABOVE GRADE
9578 BELOW - 9373 PRIMER
EXTEND VENT 1'-0" ABOVE
iD0 YEAR FLOOD LINE.
6°
GRADE 1/4" MESH SCREEN
1/4" X 2" STAINLESS
STEEL STRAPS
2'-0" O.C. FROM BASE
2- 3/4" X 3" S.S. ANCHOR
BOLTS PER STRAP
2"X2°X2° CONCRETE ANCHOR
VENTED I?IWHOLE
N.TS.
2" WATER ?'"?'"„
SERVICE
0
N
TIE TO TIE TO
METER YARD HYDRANT
SECTION VIEW
REDUCED PRESSURE BACKFLOW PREVENTER (RPBP
N.T.S.
T
1" GALV. PIPE
ENCASED IN 2 1/2"
GALV. PIPE
18"x18"x6"
CONCRETE PAD
,_
Q
n
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w ?p ? o?
1 CU. FT. OF '? 2 ' ?
STONE FOR ? ? ?
DRAINAGE y m ? o 0
y? ? zm
QW I
off 1 I
2., t ? ???
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ROM RPBP ? e 2 ? ?
"c ? s? `?
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Y RANT ? No
N.T.S.
1-i/2" WATER
METER
(LENGTH AS REQUIRED)
STATE ROAD
1-1/2" WATER
SERVICE LINE
6" X 1-1/2" BRONZE
GROUND KEY
CORPORATION STOP
i
r ??
`,)
r
r, i
DRAIN PIPE
LOCATE DRNN
BELOW CONCRETE
1-1 f 2" WATER SERVICE
N.T.S.
2" SERVICE PIPE
TO RPBP
SET BOX ON 6" THICK
WASHED STONE BASE
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AUGUST,
ocsicNEO:
???
oAnwu:
GER
CHECKED,
MCW
SCALE:
N.T.'
sncE1 No.
22
?e 23
N PROTECT PIPE IN CONCRETE
"? WITH ROOFING FELT
FINISHED
GRADE
IIII
.Q m
Q ? a
a
a
M
¦
1-1/2" COPPER METERSETTER
SETTER W/ LDWSIDE BYPASS
1-1/2" X 2° ENLARGER
EROSION AND SEDIM
1. UNLESS OTHERWISE INDICATED, ALL VEGETATION AND STRUCTURAL EROSION AND
SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING
TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE EROSION & SEDIMENT CONTROL
PLANNING & DESIGN MANUAL & ACCORDING TO THE SPECIFICATIONS.
2. ALL HARD SURFACE PUBLIC ROADS SHALL BE CLEAN AT THE END OF EACH WORK
DAY. PROVIDE TEMPORARY CONSTRUCTION ENTRANCES AT THE LOCATIONS SHOWN
ON THE PLANS OR AS OTHERWISE NECESSARY.
3. THE LOCATION OF ALL EROSION AND SEDIMENT CONTROL MEASURES ARE APPROXIMATE.
THESE DEVICES SHALL BE LOCATED TO ACHIEVE MAXIMUM BENEFIT. IF DURING
CONSTRUCTION THESE DEVICES ARE NOT SUFFICIENT TO ADEQUATELY CONTROL
EROSION AND SEDIMENTATIDN. ADDITIONAL EROSION CONTROL DEVICES SHALL BE
INSTALLED AS DIRECTED BY THE ENGINEER.
4. ALl TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED
AND DISPOSED OF WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION.
5. CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO PREVENT SEDIMENT (GENERATED
BY CONSTRUCTION OR EROSION) FROM ENTERING STREAMS. CONSTRUCTION VEHICLES
WILL NOT BE ALLOWED IN FLDWING STREAM CHANNELS OR TO DAMAGE THEIR BANKS.
TEMPORARY STREAM CROSSINGS SHALL BE INSTALLED IN ALL FLOWING STREAMS WHICH
WILL HAVE CONSTRUCTION TRAFFIC CROSSING THEM.
6. STOCKPILING OF EXCESS MATERIALS IN WETLAND AREAS IS NOT ALLOWED.
7. IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED
AFTER EACH RAINFALL OR WEEKLY, WHICHEVER IS MORE FREQUENT (AT LEASE DAILY
DURING PERIODS OF PROLONGED RAINFALL). CONTRACTOR SHALL CLEAN AND REPAIR
ACCORDINGLY.
SEEDING SPECIFICATION
ALL IXPOSED GROUND SURFACES THAT HAVE BEEN DISTURBED DURING CONSTRUCTION SHALL BE
SEEDED IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS:
A) PREPARATION OF THE SOIL: THE SOIL SHALL BE LOOSENED AND MIXED TO A DEPTH OF
FOUR INCHES (4"). SUITABLE EQUIPMENT MEETING THE APPROVAL OF THE ENGINEER
SHALL BE USED. THIS OPERATION SHALL BE ACCOMPLISHED BY CUTTING ON ONE FDOT (1')
CENTERS PARALLEL TO THE CONTOUR OF THE SLOPE.
B) SOIL IMPROVEMENTS: LIME SHALL BE APPLIED AT THE RATE 2 TONS PER ACRE.
20-10-20 COMMERCIAL FERTWZER SHALL BE APPLIED AT THE RATE OF 500 LBS. PER ACRE
AND WELL WORKED INTO THE TOP INCH OF THE TOP SOIL.
C) SEED MIXTURE AND SOWING THE SEED: THE FOLLOWING SEED MIXTURE SHALL BE
USED:
POUNDS OF SEED PER ACRE
K-31 PENSACOLA KOBE
DATES FESCUE CENTIPEDE BAHIA GRASS LESPEDEZA
SEPT. 1-APR. 30 75 5 50 -
MAY 1-AUG. 31 75 5 50 10
D) MULCHING AND ASPHALT-TIE DOWN: ALl SEEDED AREAS WILL BE MULCHED WITH 1-
1 1/2 TONS SMALL GRAIN STRAW SPREAD UNIFORMLY, APPROXIMATELY i/4 OF GROUND
SHOULD BE VISIBLE TO AVOID SMOTHERING SEEDLINGS. ASPHALT EMULSIONS SHALL BE
USED TO ANCHOR THE STRAW APPLIED AT 150 GALLON PER TON OF STRAW. (ALTERNATE
METHODS MAY BE USED, AFTER APPROVAL BY THE ENGINEER.)
E) MAINTENANCE: MAINTENANCE SHALL CONTINUE UNTIL TURF 1S ESTABLISHED.
F) GUARANTEE: THE CONTRACTOR SHALL GUARANTEE A LIVE AND VIGOROUS STAND OF
PERMANENT GRASS AT THE TIME OF ACCEPTANCE OF THE WORK CONSISTING OF B0?
COVERAGE MINIMUM FOR SEEDED GRASS WITH NO BARE SPOTS GREATER THAN 5 SQUARE
FEET.
8.5'
PIPE
C
EXISTING
ROAD-SIDE
SWALE
in
°? EXISTING DITCH
3
MAX. i LINING
DEPTH
NON-WOVEN
GEOSYNTHETIC ? p'
FILTER FABRIC I'-'1 RIPRAP SIZE
AND THICKNESS VARIES
SEE CHART BELOW
NOTE: CLASS A RIPRAP SHALL BE 9' THICK.
CLASS B RIPRAP SHALL BE 23" THICK.
CLASS I RIPRAP SHALL BE 24° THICK.
CLASS II RIPRAP SHALL BE 27" THICK.
RIPRAP SWALE
3
MAX' 1 LINING
EXCELSIOR MAT 2' DEPTH
OVERLAP AT SEAMS
sTaPLES 2' a.c. u
BOTH DIRECTIONS
NOTE: PREPARE, SEED, AND INSTALL SOIL EROSION CONTROL
BLANKET ON DISTURBED AREA OF DITCH.
EXCELSIOR MAT SWALE
6" MIN. FILL FABRIC W/ TOPSOIL
AND SEED k MULCH
3
3 1/2" ? MAX. 1 a
?') w
4 ?q" o
Map
? PREPARE
O° AS SPECIFIED
NOTE:
OVERLAP SHALL BE 2° MIN.
AND BE LAID WITH OVERLAP
DCCURING ON DOWNSLOPE.
"ENKA-MAT" SWALE
A.) BURY THE TOP OF THE MATTING STRIPS
IN A TRENCH 6" OR MORE IN DEPTH.
B.) TAMP THE TRENCH FULL OF SOIL. SECURE WITH
STAPLES EVERY 12" ACRDSS THE TOP AND
EVERY 3' AROUND THE EDGES AND BOTTOM.
C.) OVERLAP
BURY UPPER END OF LOWER
STRIP AS IN 'A' AND 'B'. OVERLAP
END OF TOP STRIP 16" AND
STAPLE EVERY 12° JUST
BELOW THE ANCHOR SLOT.
D.) EROSION STOP FOLD
OF MATTING BURIED
IN SLIT TRENCH AND
TAMPED. DOUBLE ROW
OF STAPLES.
»?

FILTER FABRIC WITH
WIRE FENCING
4"x4° TRENCH BACKFILLED
AND COMPACTED AFTER
GEOTEXTILE FABRIC INSTALLED
F???
STEEL TEE-PDSTS SPACED
AT 8 FT. WITH WIRE
FENCING
d? ???
? ??
?I?
a
EXTEND FABRIC AND
WIRE INTO TRENCH
TEMPORARY SILT FENCE DETAIL
N.T.S.
NOTES:
1. SILT FENCES SHALL BE INSTALLED AS SHOWN
ON THE PLANS OR WHERE DIRECTED BY THE
ENGINEER TO CONTROL EROSION.
2. REMOVE SEDIMENT PERIODICALLY. REPAIR ANY
UNDERMINING IMMEDIATELY.
57 WASHED STONEI
TO 12" THICKNESS
E.) OVEPFFiL
yy TYPICAL STAPLES
y ?8 GAUGE WIRE
yy o
F.) PRESS ENDS OF MATTING 4" INTO THE SOIL
AROUND STRUCTURES AND STAPLE SECURELY.
" WHERE 2 STRIPS OF NET ARE LAID
SIDE BY SIDE, THE ADJACENT EDGES
SHOULD BE OVERLAPPED 3" AND
STAPLED TOGETHER. EACH STRIP OF
NETTING SHOULD ALSO BE STAPLED
PIPE OUTLET DOWN THE CENTER EVERY 3'. DO NOT
MAINTENANCE STRETCH WHEN APPLYING STAPLES
FLOW '? ? INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION
YJ 9° DISLOCATION, OR FAILURE. WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF
? WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE
_
_
titer-iirlTi?n-iiCi ? INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
--{ I- 12" FILTER FABRIC TO
CLASS ARIP-RAP VARIES BE INSTALLED UNDER
NOTE: ,.ALL RIP-RAP
IF PIPE DISCHARGES INTO ROADSIDE SWALE,
RIPRAP SHALL ALIGN WITH SPECIFIED SWALE.
OUTLET PROTECTION DETAIL
N?.5.
SWALE SCHEDULE
SWALE N0. FRDM STATION TO STATION LENGTH SLOPE LINING MATERIAL
SEE SPECIFIC TIONS
SIZE AS INDICATED
a ti
w
? G
LENGTH
DESIGN
SETTLED TOP
???? `? 2
;??? ?
,' ? M
o mll,
k
2
4" CORAGATED PERFORATED
PLASTIC PIPE TOE DRAIN
5' LONG X 'WEIR L" WIDE
RIPRAP VELOCITY
DISSIPATOR
5'-0" MIN.
2:1 SIDE SLDPE MAX.
?,? 21" MIN.
' a
i
- FILTER FABRIC
9" THICK CLASS A
RIPRAP
OVERFILL 6"
FOR SETTLEMENT
_ WEIR L II,. _
ao -??-,?i_?? I
EMERGENCY BY-PASS
a - ITI 6" BELOW SETTLED
- = TOP OF DAM
-_ I? NATURAL GROUND
FILTER FABRIC VARIES 1:1 SIDE SLOPE
CLASS B RIPRAP
? wlorH ?
r
STONE SECTION
TEMPORARY SEDIMENT TRAP DETAIL
N.TS.
TEMPO RARY SEDIMENT TRAP SCHEDULE
TRAP N0. LENGTH WIDTH DEPTH WEIR LENGTH
S E PECIFIC TIONS
iR
Q
a
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M py ov
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wrE:
AUGUST, 2003
oesicNeo.
oaawn:
GER
cnECKEO:
MCW
S?A?E:
N.T.S.
sHEEr na.
23