20031311 Ver 1_COMPLETE FILE_20031023

0F W A 7 jcRQG
? r
O ?
ivilcnael r. n"--y, ?,
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
December 3, 2003
Vance County
DWQ Project #: 03-1311
REVISED APPROVAL of 401 Water Quality Certification
and AUTHORIZATION CERTIFICATE
North Park Associates, Inc.
Attn: Cliff Rogers
4783 Raleigh Road
Kittrell, NC 27544
Subject Property: North Park Development
Unnamed tributary of Nutbush Creek
Dear Mr. Rogers:
You have our approval, in accordance with the attached conditions, to impact 30 feet of intermittent
stream for the purpose of installing a gravity sewer pipe as you described in your revised application
dated November 14, 2003. After reviewing your application, we have decided that this fill is covered
by General Water Quality Certification Number 3374, which may be viewed on our website at
http://h2o.enr.state.nc.us/ncwetlands. This certification allows you to use Nationwide Permit Number
12 when the Corps of Engineers issues it. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval
will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the
General Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a
new application. If the property is sold, the new owner must be given a copy of this Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for
this project (now or in the future) exceed one acre, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h) (6) and (7). This approval shall expire when the corresponding
Nationwide Permit expires or as otherwise provided in the General Certification. For this approval to
be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below.
Conditions of Certification:
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to return

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), (http:/lh2o.enr.state.nc.us/ncwetlands
Page 2
North Park Associates, Inc.
October 30, 2003
the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of
Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result
in criminal and/or civil penalties. This Certification shall become null and void unless the above
conditions are made conditions of the Federal 404 and/or coastal Area Management Act Permit.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786 or Steve Mitchell or
Debbie Edwards at our Raleigh Regional Office at 919-571-4700.
Sincerely,
Alan r.Klimek, P.E., Director
JRD/bs
Attachments
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File copy
Central Files
Jeff Moore, Kimley-Horn & Associates, Post Office Box 33068, Raleigh, NC 27636-3068
o r?qp?
WA
? r
O ?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
October 30, 2003
Vance County
DWQ Project #: 03-1311
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE
North Park Associates, Inc.
Attn: Cliff Rogers
4783 Raleigh Road
Kittrell, NC 27544
Subject Property: North Park Development
Unnamed tributary of Nutbush Creek
Dear Mr. Rogers:
General Water Quality Certification
Number 3374, which may be viewed on our website at
http://h2o.enr.state.nc.us/ncwetlands. This certification allows you to use Nationwide Permit Number
12 when the Corps of Engineers issues it. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval
will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the
General Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a
new application. If the property is sold, the new owner must be given a copy of this Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for
this project (now or in the future) exceed one acre, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h) (6) and (7). This approval shall expire when the corresponding
Nationwide Permit expires or as otherwise provided in the General Certification. For this approval to
be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below.
Conditions of Certification:
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to return
the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of
Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.

You have our approval, in accordance with the attached conditions, to impact 30 feet of intermittent
stream for the purpose of installing a gravity sewer pipe as you described in your application dated
October 14, 2003. After reviewing your application, we have decided that this fill is covered by
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), (http://h2o.enr.state.nc.us/ncwetlands
Page 2
North Park Associates, Inc.
October 30, 2003
Violations of any condition herein set forth may result in revocation of this Certification and may result
in criminal and/or civil penalties. This Certification shall become null and void unless the above
conditions are made conditions of the Federal 404 and/or coastal Area Management Act Permit.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786 or Steve Mitchell or
Debbie Edwards at our Raleigh Regional Office at 919-571-4700.
Sincerely,
JRD/bs
Attachments
(J`f
imek, P. ., D ector
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File copy
Central Files
Jeff Moore, Kimley-Horn & Associates, Post Office Box 33068, Raleigh, NC 27636-3068
Kimley-Horn
and Associates, Inc.
081-311
November 26, 2003
Ms. Cyndi Karoly
Division of Water Quality
401/Wetlands Unit R
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Re: Pre-Construction Notification Application
North Park Development
Unnamed Tributary of Nutbush Creek
Henderson, North Carolina
DWQ Project #: 03-1311
Dear Ms. Karoly:
We appreciate your expedient review and approval of the above referenced
project. The project proposes an aerial gravity sewer crossing of an unnamed
tributary to Nutbush Creek. This letter is to inform you that in order to obtain
City of Henderson approval of our plans and obtain easements to construct the
project, the sewer crossing location has been moved downstream.
We are submitting the following on behalf of our client, North Park Associates:
• Seven (half-size) copies of the Revised Construction Plans
• Seven copies of the Pre-Construction Notification application form
• $200 application fee
We have submitted the attached plans and form to the U.S. Army Corps of
Engineers. Please notify me if you require additional information.
Sincerely,
KIMLEY-HORN & ASSOCIATES, INC.
d1_1 9 l rull WETL.AN0314011 GROUP
Jeff Moore, P.E. NOV 2 6X00,1
Associate
WATER QUALI f "r - L,ilON vi_
jwm
Enclosures
P.O. Box 33068
Raleigh, North Carolina
27636-3068
¦
TEL [phone]
FAX [phone]
Office Use Only: Fnrrt1V -;,,a May 2002
i
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: NW 12
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), MWOPF M GROUP
II. Applicant Information N 0 V t ki 7oo j
1. Owner/Applicant Information WATER QUAL11Y SECTION
Name: North Park Associates, Inc. (Cliff Rogers)
Mailing Address: 4783 Raleigh Road
Kittrell. NC 27544
Telephone Number: 252-492-9385 Fax Number: 252-492-6571
E-mail Address:
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: Jeff Moore, PE
Company Affiliation: Kimley-Horn & Associates, Inc.
Mailing Address: P.O. Box 33068
Raleigh NC 27636-3068
Telephone Number: 919-677-2000 Fax Number: 919-677-2050
E-mail Address: [e-mail]
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: North Park Drive
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Vance Nearest Town: Henderson
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Turn from Dabney Drive
(SR 1162) onto Beckford Drive (SR 1165) and North Park is approximately 1 mile on the
5. Site coordinates, if available (UTM or Lat/Long): See attached sheets
(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): 28.65
7. Nearest body of water (stream/river/sound/ocean/lake): Nutbush Creek
8. River Basin: Roanoke 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.ne.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: Existing conditions is undeveloped woods and cleared land.
Existing land use is undeveloped.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The project consists of road widening along Beckford Drive and the design and construction
of proposed North Park Drive. The project involves the installation of 1,386 LF of 8" DI
gravity sewer pipe. Equipment used will include trackhoe, backhoe, dump trucks and
loaders.
11. Explain the purpose of the proposed work: To serve the proposed mixed-use North Park
Development.
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.
N/A
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.
N/A
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
Page 7 of 12
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: Mechanized clearing, excavation,
and backfill.
2. Individually list wetland impacts below:
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 littp://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: N/A
Total area of wetland impact proposed: N/A
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 Aerial Crossing 30' UT (Nutbush Creek) 10' 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.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 10'
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name 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
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.): N/A
Proposed use or purpose of pond
local stormwater requirement, etc.)
(e.g., livestock watering, irrigation, aesthetic, trout pond,
: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
In an effort to balance financial feasibilitv and functionality. the monosed sewer line was
located at the lowest topographic region along the creek. The aerial crossing at this location
allowed the sewer to remain gravity. Impacts were minimized by crossing perpendicular to the
stream crossing.
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
Page 9 of 12
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
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/ncwetIands/strm,gide.htmi.
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.
N/A
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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Page 10 of 12
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
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
(Neuse), 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 3
2 1.5
Total
* 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.
Page 11 of 12
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.
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.
Existing impervious acreage is zero, proposed impervious acreage is 0.54 acres compared to
28.65 total acreage. Erosion control measures and BMPs will be installed.
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.
See Plans.
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).
N/A
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
1
CONSTRUCTION PLANS FOR
NORTH PARK
A DEVELOPMENT BY
DRIVE
NORTH PARK ASSOCIATES, INC.
4783 RALEIGH ROAD
KITTRELL, NC 27544
PHONE: [phone]
FAX: [phone]
Y Tl. NEr"IA."I 'GROUP
NOV 2 6 2003
VVhTER QUALITY SECTION
INDEX TO SHEETS
SHEET DESCRIPTION
CONTACTS
EXISTING OWNER: NORTH PARK ASSOCIATES, INC.
4783 RALEIGH ROAD
KITTRELL,NC 27544
PHONE: [phone]
FAX: [phone]
ATTN: CLIFF ROGERS
DEVELOPER: NORTH PARK ASSOCIATES, INC.
4783 RALEIGH ROAD
KITTRELL, NC 27544
PHONE: [phone]
FAX: [phone]
ATTN: CLIFF ROGERS
CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC.
POST OFFICE BOX 33066
RALEIGH, NC 27636
PHONE: [phone]
FAX: [phone]
ATTN: JEFF W. MOORE, PE
c
a;
G
3
R
SURVEYORS: BOBBITT SURVEYING
443 DABNEY DRIVE
HENDERSON,NC 27536
PHONE: [phone]
FAX: [phone]
ATTN: GENE BOBBITT, R.L.S.
N

W ?E
VIRGINIA s
NORTH CAROLINA
85
15
eICKS CROSSROADS 15

PROJECT H0RIS
LEWIS LOCATION CROSSROADS
0 GREYSTONE 0
H TSBORO CEABNEY OCOKESBURY
HORNER OH ERSON
158
OXFORD SOUTH HEIA7E0.50N Q
JIELDONS MILL
U
DEXTER BEAR POND
40
EPSOM
0
0CLAY
KEARNEY
KITTRELL

PROJECT LOCATION
NTS
PREPARED IN THE OFFICE OF:
Em" Kimley-Horn
and Associates, Inc.
P.O.BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE- [phone] FAX: [phone]
PROJECT SITE
NTS
Cl TITLE SHEET
C2 GENERAL NOTES
C3-C4 EXISTING CONDITIONS PLAN
C5-C6 GRADING, DRAINAGE, AND EROSION CONTROL PLAN
C7-C8 ROADWAY AND UTILITY PLAN
C9-CIO ROADWAY AND UTILITY PROFILES
C11-C12 PAVEMENT MARKING & SIGNING PLAN
C13 TRAFFIC CONTROL PLAN
C14 ROADWAY DETAILS
C15-CIS UTILITY DETAILS
C19-C20 EROSION CONTROL DETAILS
REVISIONS

IL 1 II-25-03 SEWER DESIGN REVISION JWM
NO. SATE DESCRIPTION BY
This d-ment. together with the concepts and designs +p+s
A? yy
presented herein, as an -trument of services, is intended C
? SAN 0(Xby
only for the specific purpose and client for which it was •
••yP o ?,5$? t
•?1
prepared Reuse of and improper reliance on this document •
?
without .ntten authorization and adaptati, by Kuoley-Horn j z
end As-tes, ]nc shell be nMout liability to Kuntey-Horn 0'14136 '
and Assoaates, Inc. a S' -J
RE
I

Copyright Kimley-Horn and Associates
Inc, 2093 Is Ali a
, SEAL:
DATE: JOB NUMBER:
NOVEMBER 2003 012288001

N
W +E
s
9

?O
J
FOSS yL
PROJECT
SITE
158 GYVE
y£?
?O
85
oatvF
OpPEP a

?Y

r

GENERAL NOTES
1. WORN IN THIS PROJECT SHALL CONFORM TO THESE PLANS, THE LATEST EDITIONS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION INCDOT) ROAD AND BRIDGE SPECIFICATIONS. THE
NCDOT ROAD AND BRIDGE STANDARDS.THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
HANDBOOK. THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS. THE CITY OF HENDERSON
DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT,
AND GENERAL DESIGN STANDARDS. N THE EVENT OF CONFLICT BETWEEN ANY OF THESE
STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL GOVERN UNLESS OTHERWISE NOTED IN
THESE PLANS. ALL WATER AND SANITARY SEWER SHALL BE CONSTRUCTED AND TESTED TO CONFORM TO
STATE OF NORTH CAROLINA STATE BOARD OF HEALTH WATERWORKS AND/OR SEWAGE
REGULATIONS AND THE CRY OF HENDERSON DESIGN AND CONSTRUCTION STANDARDS AND
SPECIFICATIONS.
2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL JOBSITE SAFETY, INCLUDING BUT NOT
LIMITED TO TRENCH SAFETY, DURING ALL PHASES OF CONSTRUCTION.
3. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY, THE CONTRACTOR
IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR
PRIVATE UTILITIE S (SHOWN OR NOT SHOWN) WHICH LIE IN CR ADJACENT TO THE
CONSTRUCTION SITE. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY,
THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA ONE-CALL UTILITIES LOCATION SERVICE
QILOCOIAT 1.800-632-4949 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE
SITE.
GRADING
I, REFER TO SHEETS CS AND C6 FOR CONSTRUCTION LIMITS AND TEMPORARY EROSION CONTROL DEVICES
TO BE INSTALLED PRIOR 70 COMMENCING CONSTRUCTION.
2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN
AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL SEEDED AREAS SHALL BE
CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED. AND MULCHED AS
NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
3. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS. THE
CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION.IN
ADDITION TO THE MEASURES SHOWN IN THESE PLANS.THE CONTRACTOR SHALL USE INTERIM SILT
FENCES, DIVERSION DITCHES, BERMS, OR OTHER METHODS AS REQUIRED TO DIRECT DRAINAGE AS
SHOWN ON THESE PLANS, TO BEST UTILIZE THE EROSION CONTROL DEVICES N PACE. AND TO PREVENT
SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR
SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL EROSION, CONSERVATION. AND SILTATION
ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON
COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE ESTABLISHMENT OF A STAND OF GRASS OR
OTHER GROWTH TO PREVENT EROSION
4. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION
ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL i0
BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.
PAVING/CURBING
I. WHERE PROPOSED CURB AND CUTTER TIES TO EXISTING CURB OR CURB AND CUTTER.A TRANSITION OF 10'
SHALL BE MADE TO CONFORM TO THE EXISTING HEIGHTS AND SHAPES.
2. BEFORE ANY EARTHWORK IS DONE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF
PAVEMENT AND OTHER ITEMS ESTABLISHED IN THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL
NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED 70 EARTHWORK.
3. ALL PAVEMENT SUB GRADES SHALL BE SCARIFIED 70 A DEPTH OF 8 INCHES AND COMPACTED TO A MAXIMUM
DENSITY OF 100 PERCENT OF ASTM 0-1557 DENSITY AT OPTIMUM MOISTURE CONTENT UNLESS
OTHERWISE SHOWN ON THE CONSTRUCTION PLANS OR AS DIRECTED BY THE GEOTECHNICAL
ENGINEER. FILL SHALL BE PLACED AND COMPACTED IN MAXIMUM 8' LIFTS. IN AREAS WHERE ROCK IS
ENCOUNTERED AT FINAL SUB GRADE ELEVATION, THE EXPOSED ROCK SHALL BE TOPPED WITH A LEVELING
COURSE OF SANDY CLAY OR CLAYEY SAND (P.I. BETWEEN 4 AND 15) AS NEEDED TO
PROVIDE A SMOOTH SURFACE FOR PAVING.
4, ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS
POINTS IS 1.5 FEET. ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT.
4. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES. SIGNS. MANHOLES,
TELEPHONE RISERS. WATER VALVES. ETC. DURING ALL CONSTRUCTION PHASES. THE CONTRACTOR
SHALL REPAIR. AT HIS OWN EXPENSE. ANY EXISTING UTILITIES DAMAGED DURING
CONSTRUCTION.
5. TRAFFIC CONTROL ON PUBLIC STREETS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE IN
CONFORMANCE WITH THE TRAFFIC CONTROL PLAN, THE 'MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES; AND AS FURTHER DIRECTED BY CITY AND STATE INSPECTORS.
6. ALL MANUFACTURERS' PRODUCTS SPECIFIED IN THESE PLANS OR USED AS APPROVED ALTERNATES
SHALL BE INSTALLED PER THE MANUFACTURERS' SPECIFICATIONS.
7. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SITE CONDITIONS OR ANY
INCONSISTENCIES OR AMBIGUITIES N DRAWINGS SHALL BE IMMEDIATELY REPORTED TO
THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES
OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH
DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S
RISK.
8. CONSTRUCTION STAKEOUT FOR THIS PROJECT SHALL BE PROVIDED BY THE CONTRACTOR. USING A
DIGITAL KCADD) FILE PROVIDED BY THE ENGINEER IF REQUESTED. THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND BETWEEN THE DIGITAL FILE AND THE
CRITICAL STAKING DIMENSIONS SHOWN ON THIS PLAN (I.E. PAVEMENT WIDTHS, CURB RADII, BUILDING
SETBACKS, BUILDING FOOTPRINTS, ETC.). ANY MODIFICATIONS MADE BY OTHERS TO THE
DIGITAL FILE PROVIDED BY THE ENGINEER SHALL RENDER IT VOID.
9. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE
CONTRACTOR SHALL ARRANGE THE MEETING WITH THE CITY ENGINEER.
10. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING OR OBTAINING ALL REQUIRED PERMITS AND
APPROVALS PRIOR TO COMMENCING CONSTRUCTION.
:i. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING. UNDERSTANDING, AND COMPLYING WITH ALL
PERMIT CONDITIONS, INCLUDING ALL REQUIRED TESTING, MONITORING. AND REPORTING.
12. THE FRAMES AND COVERS OF ALL EXISTING AND PROPOSED DRAINAGE. SANITARY SEWER, WATER MAIN,
CA S, AND WIRE UTILITY STRUCTURES SHALL BE ADJUSTED TO MATCH PROPOSED FINISHED ELEVATIONS
AND SLOPES.
13. ROADWAYS AND BUILDINGS MUST BE CAPABLE OF SUPPORTING FIRE APPARATUS DURING
CONSTRUCTION.
14. SITE BOUNDARY INFORMATION TAKEN FROM SURVEY PREPARED BY BOBBITT SURVEYING P.A.
15. ANY DEVIATIONS TO THE ALIGNMENT AND/OR ELEVATIONS MUST BE DOCUMENTED BY A SURVEYOR AND
PROVIDED TO THE ENGINEER FOR RECORD DRAWINGS (MYLAR AND DIGITAL FILES).
WATER AND SANITARY SEWER
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS SET FORTH BY THE CITY OF
HENDERSON, VANCE COUNTY, AND THE STATE OF NORTH CAROLINA.
2. IN THE EVENT THAT A UTILITY ITEM IS NOT COVERED BY THESE PLANS, THEN THE STANDARDS AND
SPECIFICATIONS CONTAINED IN THE CITY OF HENDERSON HANDBOOK COVERING SUCH ITEMS SHALL
APPLY.
3. WATER SERVICES 3/4-INCH TO 2-INCH SHALL BE TYPE *K' SOFT COPPER, ALL OTHER WATER MAINS.
SERVICES, AND FITTINGS SHALL BE CEMENT-LINED DUCTILE IRON PIPE.
4. GRAVITY SANITARY SEWER MAINS SHALL BE DUCTILE IRON PIPE OR PVC PIPE. AS SPECIFIED IN THESE
PLANS. SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 PVC.
5. CLEANOUT SYMBOLS SHOWN ON THESE PLANS REPRESENT LOCATION OF SURFACE ACCESS POINT.
CONTRACTOR SHALL LOCATE WYE APPROPRIATELY BASED ON PIPE DEPTH.
6. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF HENDERSON STANDARDS.
MANHOLE DIAMETER SHALL VARY DEPENDING ON PIPE DIAMETER AND DEPTH.
7. LOCATIONS AND SIZES OF EXISTING PUBLIC AND PRIVATE UTILITIES SHOWN ON THESE PLANS ARE FROM
CITY AND UTILITY COMPANY RECORDS ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD
LOCATING ALL UTILITIES AND FOR DAMAGES RESULTING FROM FAILURE TO DO SO.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING RECORD DRAWINGS TO THE ENGINEER SHOWING
THE LOCATION OF WATER AND SEWER SERVICES AND ANY DEVIATIONS FROM PLANS MADE DURING
CONSTRUCTION. THE ENGINEER WILL PROVIDE THESE RECORD DRAWINGS TO THE CITY OF HENDERSON.
h
Y
O
8
N?
N
0
l
9, THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR
COMPLETE INSTALLATION OF THE UTILITIES. ALL PUBLIC PRE, STRUCTURES, AND FITTINGS
SHALL BE INSPECTED BY THE CITY INSPECTOR PRIOR TO BEING COVERED. THE INSPECTOR MUST
ALSO BE PRESENT DURING TAPPING, DISINFECTION, AND PRESSURE TESTING OF ALL MAINS. THE
CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES.
10. WATER MAINS SHALL HAVE A MINIMUM COVER OF 361 BELOW PROPOSED GRADE.
II. ALL UNDERGROUND UTILITIES AND FIRE HYDRANTS MUST BE FUNCTIONALLY APPROVED PRIOR TO
STRUCTURAL CONSTRUCTION.
5. GRADING CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY
ADJUSTMENTS AND/OR RELOCATIONS.
6. ALL MATERIALS USED FOR BACKFILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS, OR ANY OTHER
NON-COMPATIBLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE
FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE.
7. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFILL AROUND DRAINAGE
STRUCTURES, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFILL
SHALL BE COMPACTED TO 952 OF MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR
TEST AS SET OUT IN ASTM STANDARD D-1557. THE CONTRACTOR SHALL. PRIOR TO ANY OPERATIONS
INVOLVING FILLING OR BACKRLLING, SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A
CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED
ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY AND
THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE
LABORATORY.
B. ALL DEMOLITION DEBRIS AND OTHER EXCESS MATERIAL SHALL BE HAULED OFF-SITE AS DIRECTED BY
THE OWNER AND PROPERLY DISPOSED OF.
9. REFERENCE GEOTECHNICAL REPORT FOR PAVING SUB GRADE INFORMATION.
10. ALL SPOT GRADE ELEVATIONS IN CURB AND GUTTER REPRESENT EOP ELEVATIONS.
I I. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND
ROADWAY PROFILES/SUPERELEVATIONS ARE TO BE USED IN CASE OF DISCREPANCY.
12. REFER TO ROADWAY PLAN AND PROFILE FOR HORIZONTAL DIMENSIONS.
13. WHERE FILL IS TO BE PLACED ON EXISTING SLOPES STEEPER THAN 4: I, CONTRACTOR SHALL EXCAVATE
BENCHES WITH A MAXIMUM DEPTH OF 3'.
14. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR APPROPRIATE SLOPE
STABILIZATION ON ALL SLOPES STEEPER THAN 3:1.
15. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR ANY POND/WETLAND
LININGS NECESSARY TO PREVENT PERCOLATION.
16. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR BLASTING ROCK IF BLAST ROCK IS
ENCOUNTERED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL BLASTING
AND SAFETY REQUIREMENTS.
STORM DRAINAGE
L THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE
HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL UTILITIES
CROSSING THE STORM SEWER.
2 THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY
FOR COMPLETE INSTALLATION OF THE STORM SEWER.
3. THE INSPECTOR SHALL INSPECT ALL 'PUBLIC' CONSTRUCTION. THE CONTRACTOR'S BID PRICE
SHALL INCLUDE ALL INSPECTION FEES.
4. ALL RCP SEWER MAINS AND LATERALS SHALL BE MINIMUM CLASS ?IREINFORCEO CONCRETE PIPE
UNLESS OTHERWISE NOTED.
5. ALL PVC PIPE USED IN DRAINAGE SYSTEM SHALL BE MINIMUM SDR-35 OR APPROVED EQUAL.
6. ALL HOPE PIPE USED IN DRAINAGE SYSTEM SHALL BE ADS N-12 OR APPROVED EQUAL.
7. ALL PVC TO RCP CONNECTIONS SHALL BE CONSTRUCTED WITH CONCRETE COLLARS.
S. THE LOCATIONS OF STORM SEWER STRUCTURES SHOWN ON THESE PLANS 'AND PROVIDED IN ASSOCIATED
CADD FLES)ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE ALL CURB INLET STRUCTURES SUCH
THAT INLET TOPS ALIGN HORIZONTALLY WITH PROPOSED CURB LOCATIONS 'PER DETAIL
.
IF PROVIDED). WHERE PROPOSED STORM SEWER PIPING TIE TO EXISTING STRUCTURES, PIPES,
SWALES. ETC.. THE CONTRACTOR SHALL FIELD ADJUST PROPOSED STORM SEWERS TO MATCH THE
LOCATIONS OF THESE EXISTING FEATURES.
5. TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING
IMPROVEMENTS SHALL BE PERFORMED BY AN APPROVED AGENCY FOR TESTING MATERIALS.
THE NOMINATION OF THE TESTING LABORATORY AND THE PAYMENT OF SUCH TESTING
SERVICES SHALL BE MADE BY THE CONTRACTOR. THE OWNER SHALL APPROVE THE
LABORATORY NOMINATED TO DO THE TESTING OF MATERIALS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO SHOW BY STANDARD TESTING PROCEDURES THAT THE
WORK CONSTRUCTED DOES MEET THE REQUIREMENTS OF STATE AND CITY SPECIFICATIONS.
6. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC BILLET STEEL CONFORMING TO ASTM A-615, GRADE
60. AND SHALL BE SUPPORTED BY BAR CHAIRS.
7. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES ON PUBLIC STREETS SHALL
CDNORM TO MUTCD, NCDOT, AND CITY OF HENDERSON STANDARDS.
LIST OF ROADWAY STANDARD DRAWINGS
THE FOLLOWING ROADWAY STANDARDS AS APPEAR N *ROADWAY STANDARD DRAWINGS'
MG14WAY DESIGN BRANCH-N' C.DEPARTMENT OF TRANSPORTATION-RALEIGH. N,C.,
DATED JANUARY 15.2002 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
ARE CONSIDERED A PART OF THESE PLANS.
SID_ND. DES?PI?N
200.02 METHOD OF CLEARING - METHOD I
225.02 GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL
225.04 METHOD OF OBTAINING SUPERELEVATDN - TWO LANE PAVEMENT
300.01 METHOD OF PPE INSTALLATION - METHOD 'A'
310.D DRIVEWAY PIPE CONSTRUCTION
560.01 METHOD OF SNWAAAER CONSTRUCTION - HIGH SIDE OF SUPERELEVATON CURVE - METHOD 1
654.01 PAVEMENT REPAIRS
TOOA5 TYING PROPOSED PAVEMENT TO EXISTING
846.01 CONCRETE CURB, GUTTER AND CURB A GUTTER
848.04 STREET TURNOUT
816.02 CUBE FOR RP RAP AT PPE OUTLETS
NOLOI WORK ZONE ADVANCE WARNING SIGNS
DOL02 TEMPORARY LANE CLOSURES
SOL04 TEMPORARY SHOILDER CLOSURES
IOLOS WORK ZONE VEHICLE ACCESSES
IoU TRAFFIC CONTROL DESIGN TABLES
20.OI STATIONARY WORK ZONE SIGNS - MOUNTING HEIGHT AND LATERAL CLEARANCE
20.02 PORTABLE WORK ZONE SIGNS - MOUNTING HEIGHT AND LATERAL CLEARANCE
1230A DRUMS
135.01 CONES
145.01 BARRICADES - TYPE 442, AND PERMANENT
60.04 FLAGOPS
1205.01 PAVEMENT MAPo(NGS - LINE TYPES AND OFFSETS
1205.02 PAVEENT MARKINGS - DIVIDED AND UNDIVIDED ROADWAYS
1205.04 PAVEMENT MARKINGS - INTERSECTAkS
1205.05 PAVEMENT MARKINGS - TUN LAWS
1205.08 PAVEMENT MARKINGS -SYMBOLS AID WORD MESSAGES
250.01 PAVEMENT MARKER SPACED
25LO RASED PAVEMENT MARKERS - PERMANENT AND TEMPORARY
PREPARED N TH E OFFICE OF: CLIEN I: , AMNNp4,
y
CAA
1 NOV 2003 PROJECT:

Kimley-Horn
NORTH PARK ASSOCIATES, INC. c?p??
r
O
yA
, ?°: FESSH ?;%
N ° NORTH PARK DRIVE
N,
This Do
cument, together with the concepts and designs presented herein, as an In
strument of
°`? AN AY
se,ylce, is pW? p AY,
and Associates I nc ??36 :
II-w•
• ? eY,
JJP
Intended only for the speolfl. purpose and client far whioh It was prepared. Rouse of and Improper
reliance on this document without written aathprlmHOn and adoption by Klmley-Horn and Assoolotes
Una A p p
GENERAL NOTES :F•1f .•'
?, F \ INF ¢SaKa BY,
.
,
shall be without ITWIlIty to Kimley-Horn and Assoclates
Inc P.O. BOX 33068 - RALEIGH, NORT H CAROLINA 27636-3068 4y/fy D0? JJP ATT- RFFfAFNLE FIDES 1400 N.AWER 77_
,
.
Copyright Kimley-HOED and Associates, Inc.. 2003 PHONE: [phone] FAX: [phone] 4WWNW;AUV'?
SEAL: ° M
JWM
012288001
C2
7

B,B.MS P9081
$' m
r
t9
y
1

dL A
I , ? - COITCRETE BL?CI(NC

«
II 88

l 872549•M.._ PLUG
6, ?__
3.57 Aio CBNCHEIE

..- -
4rlwrdf

F--T.J.b6' ..-_ _
o-?o nx

-

W
THIS SHEET IS FOR INFORMATION PURPOSES ONLY.
SURVEY PROVIDED BY BOBBITT SURVEYING.
E
I?
z I I
?s
Mgry Arm C. Bowb m
DJL" PWBi
MH
IM
zok M j 0 40
=?
PREPARED W THE OFFICE OF: CLIENT: ooh"
A`s??sCAtp Aq NOV 2003 PROJECT:
.` t?
Kim ey-Horn NORTH PARK ASSOCIATES, INC. .•o ss
blAl
3 a,TE eYi ame,, NORTH PARK DRIVE
-e°
JJP
N This document, together with the concepts and designs presented herein, as an Instrument of service, Is and Associates Inc.
Intended only for the specific purpose and cllehr for vhoh It was prepared. Rouse of and Improper if •• o[SIa4J en
elmnae on this document without written authorization and adoption by slmles-Horn and Associates, mp. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 EXISTING CONDITIONS ??r•._ i'Ql,Oww JP
shaltbe wlfhoui liability to Riml9y-Horn and Associates, Inc. 4 F 0 AntAbEa EVFPEME TttES, YaB MA@EF: -T -M
opyright 4l,,d.y Horn and Associotes, l ., 2003 PHONE: [phone] FAX: [phone] SEAS ?'AnA?W?pP?ww nuu %M 012288001 C3

NORTMW(. ISS"TES. W[..;
D8.9b PG.052,
2WB3 ACRES ,. -
_ y .
.
1

' MH 228
'
N
- EARNEST W,A9W7T.J.ET AL
08603 PG,662 I
IN IN
.q NV aui

.

.. .._ . ,

;v - - RIM 386.53'
INY OUT 0.31'
?, _,.

t MHw23
RIM 385.10'
? IN 377.27'
OUT 377.07'

/

,
N IS
of
MH-24
i? ss
MIN

12
-TC IV IN87B ?31'
N
'
it ,
_
IBM INV
OUT 317.45

/
MY
OUT 66
RIN 386.97
INV 381.81

ECM.
N.8399'lM
49.19" S
..

ECM
30.81'

_

'?.
-
pU
S84
INV M
4 391.91'
RINVM IN 385.16'
?_
• -
_ S 0620'49'If NIP 30.13' ._
MIb OUT 382.64'
INVERT EL V 375.00'
J
EXIST A/W.
' EXIST R/ '
24.46 1
ECM ECM
.
2 64'
--- ------ SR 1218 -BEEFC DRIVE 80'R 4

..
:-IW

ECM j OUT 384.09
spy
NV EXIST R/W S O6 84? INVERT ELEV 75.00' EXIST R/W _
WT 385.60 83'40'3
ECM .1' RNA 395.09

e MV OUT 387.37

- CLARA IL AaSOTT
08260 P9.369
SPiWStLE PROPERTE& LLC
V ?
tY LWf. ? cp
?6pt 0?'
?NOF THIS SHEET IS FOR INFORMATION PURPOSES ONLY, 20, 0 40
Charts Waton SURVEY PROVIDED BY BOBBITT SURVEYING.
r -, RIn9 DA-W Pp585
J-? DB360 POT
PREPARED IN THE OFFICE OF: CLIENT: Fib CA p?o,? NOV 2003 PROJECT:
Kimley-Horn NORTH PARK ASSOCIATES, INC. ?`?°"aFES / ?''•,,
3 6 NORTH PARK DRIVE
„g4MBi:
°°?-B ae mBr, Inc.
This tlocumeni. tooether with the concepts and deslpns presented hereln, as on Instrument of service, is and Associates
Int:Rded only for the speolflo purpose and cllent for which It was prepared. Reuse of and Improper y??tl1E,P:'tS p[51m(p BP.
reliance on this document without written authorizatlon and aaootion by Kimley-Horn and Associates. Inc. P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 3068 EXISTING CONDITIONS yF{ ,„.. O?ww. JJP
iopYl ghItKl't ?NOr?ark Associates ln0 200 odates. inc. PHONE: [phone] FAX: [phone] ?p?tihhW?MOtd? -jw'.: AT1AdR0A swcr ""we
6EAL, M 012288001 C4
DETAIL I DETAIL 2 STORM SEWER DATA SHEET l
SPECIAL CUT BASE DITCH TEMPORARY DITCH
(Not to Scale) (Not to Scale)
7roun Front roun ?•/ TO E\OttOt Sloe D t\ roun
v d
Filter Fabric B Min. D 1.0 Ft Min. D 1,0 Ft
Max. d L0 Ft Fabric Max. d = 1.0 Ft
=
B = 2 Ft Type of Liner = Jute Net
Type of Liner = Synthetic Mat
USE SPECIAL ¢ITCH GRADE OF ?.I'/.
FROM -BECKFORD- STA 17+50 TO 18+50.
STR NO.
FROM STR NO.
TO EDP
ELEY INV
IN INV
OUT PIPE
LENGTH PIPE
DIA. MATERIAL SLOPE
%
CBI CB3 413.90 N/A 410.00 168 15 RCP 6.1
CB2 CB3 403.52 N/A 400.50 36 15 RCP 2.1
CB3 C84 40352 399.75(N)
399.751E) 399.75 108 24 RCP 5.3
CB4 CBS 398.33 394,00 394.00 28 30 RCP 1.0
OPEN ENO CBS N/A 397.50 393.72 99 30 RCP 8.6
CB5
_ CBS 398.56 393.721N)
saa:l2iw) 393.12 56 30 RCP 2.0
CB6 OUTLET 397.33 392.60 391.72 44 36 rRCP .2:6
NORTH PARK to 101. 0 =
to + .
•I y ?
8
LEGEN D.
ecstg' 10+00.00
-

DESCRIPTION SYMBOL SYMBOL 9 P"96.4480
E 2,167,942.6656
.
TEMPORARY SILT FENCE h-F-FF 7EYPOflA71 DITCH +TD- BECKFDRD DR
PI Sto 12+08.99
SEC
_
,,
---------
BLOCK & GRAVEL DV
® TEMPORARY CNfGf DAY 1 1 1
PR7ifCTgN CUf DITCH 24' 41' 23.9' IRTJ
A=
'
'
'
f-. _._.?
-'? - s`. --
-`-
20 0 40
\•
D
o D = 6
00.0
00
' .,;;g---- ----- o NOTE
USE OUTLET STABILIZATION
L=41150
0 :

an once -? -? -?
o
T = 208.99'
R = 959.93'
° LL
n -
STRUCTURE (DETAIL B) ON SHEET C19
?JJ-J
Do = 36', Lc = 14', WI = 9', W2 = 12'
NOTE. LEGEND APPLIES 70 AU EROSION CONTROL PLANS ,
PREPARED IH THE OFFICE OF: CLIENT: pn ?CARa Wn4 NOV 2003 PROJECT:
Kimley-Horn NORTH PARK ASSOCIATES, INC. °4oFEss
NORTH PARK DRIVE
TIs m MelcI ?.`°eYi ? and Associates Inc, °?.
_mIS coo meot,ter wool me concepts one designs presentee reps. Instrument of setme, Is GRADING DRAINAGE 8 'F% uscem er,
Intended only for t the the sveclflc purpose and client for r which It was prepared. Reuse of and improper w
reliance on his document without written authorization and adoption by Kimley-Horn and Associates, Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 e'?,F f IN4EO0?,+J JJP
shaIIbe without Aabllity to Klmley-Horn and Assoclates, inc. EROSION CONTROL PLAN N YAW, R. ?,, aaxm s„ "`""F0 PEfl1N" mes: JOB ""? Y`-'' NJ1""'
CopyrIght Klml,y-Horn and Assoeates.Inc-2003 PHONE: [phone] FAX: [phone] sEAL: AAAUem"`P JWM 012288001 C5

lE-PUE-fT1E-PUE-PUE-PUE-PUE-PUE-POE-PUE-PUE-PUE-PUE-PIE-PUE-PUE-?
.?-- ,
' PIE?-PUE-PUE-PLE-PUE- PUE?PUE?PUE- PU-PtJE
PUE- E, , - .V
..
a ss
. u
- - _
-PUE-PUE-PUE-PJE PUE-PUE-PUE-PUE-PUE-PUE-PUE-PUE-PUE-PLE---PUE-PUE II
i
-PUE--PUE-PUE-PUE-PUE-

-PUE-%E s _ PUE-
-? ?-IpL)E PPUE
?PUE-PIJIE - POE-PIE--
n E
I

APPRORIMATE p?5 7pg? 55E DITCH -
CONSTRUCTION' LIMIT TO TAYL U4NER:
pEpA L ;" -

-

i '

.-

-
SXNTHETIC: A1AT
TECK
DAN OQ 0
F
SILT FENCE ' -

-
1
/ 7
.E'k n

:%5LT FENCE 4' (TYP)
- --

a
N -;a;; 9„cggOr,
e1 G8.2F:;! ?"q. SSq
P
+
o
N
d ,
A
DETAIL I
SPECIAL CUT BASE DITCH
(Not to Scale) Front
roun 2,y D ?\o Slope
Filter Fabricg Min. D = 1.0 Ft
Max, d = 0.7 Ft
B=2 Ft
Type of Liner = Synthetic Mat
c / o
0
/ + P T t ? 6
? E 2,169,510.7032
:Co?
N
zs?-
o
20? 0 40
PREPARED IN THE OFFICE OF: GLILN L• CAJO,('o% NOV 2003 PROJECI:
Kimley-Horn NORTH PARK ASSOCIATES, INC. ,c?°.oFtss`i ti
NORTH PARK DRIVE
EAL
This document. to ether with the conce is and designs presented herein, as on Instrument O£ service, l5 4[
and Associates Inc. ?
"'ended only for the SPearla Pwoase old client for which it - Prepared. Reuse of and Imp-Per - 1 GRADING, DRAINAGE & 'FF`F INEEP'''w.e acswwm °r,
reliance on this document wirnoar warren aurnoctza mn and aaoprlon by Klmiey-corn and Assoaioras,ina. P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636-3068 EROSION CONTROL PLAN P annaEn
P xs[wax ncs .we ?a.e[x vtcr waem,
shall be without Iloblilty to KlmI.y-Horn old Assoclates, Inc. JJP
ww? Y W M , c?EGFD
CoPyrlynt Klmiey-Horn one Assoaares.Inc.,zoo3 PHONE: [phone] FAX: [phone] SEAL, Twins` AIM er,M 012288001 C6
POTStt.13+91,90
PROP MH 4
SEE DETAILS 100/& 1027A (TYP)
?-SS' ..STA 10+0000
RIM 414.50' ;
INV ?LL 403.00'
PROPOSED 'MJ11LUG
NSTA I
+30SED 8' TE AALVE 7A-A.kTYPY
4711
-- IIfE-ST1t-rt.ft-1R-l
- RROPOSEO-'SO'-IITILFiY EASEMENT
-PIE-PUE-PUE-PUE-_PUE
-S..83'36' SO' E
a-
400.00',-_.._---
x+unm un xc?incu• ` •? _
, 13 .ze.
W A, /L STA 0 D1- W2-T
2) CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CITY OF ,' -? - CB-I i I3+0 SEE DETAIL 83
HENDERSON FOR ANY ADDITIONAL INFORMATION ON EXISTING WATER AND SEWER _ --- - -- ' - SEE DETAIL 06-A o -W2-J END 2
UTILITIES.
" , _ --
CURB &'GUTTER

3) LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL BE ' 80' 4' SCHEDULE 40
PVC SERVICE Q 1
07
?

a , STA 13+45.00

RESPONSIBLE FOR FIELD VERIFYING EXACT LOCATION, ORIENTATION. AND ELEVATION .
. -
-- -
OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION OR ORDERING MATERIALS. -- 'u y
a:
4) CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD : ACRFt 4' PVCSERVICE LINE
'
CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION PROVIDED IN
--
- -""- - -?
CLEAN OUT 52 - 2' TYPE %
COPPER
THE CONTRACT DOCUMENTS. --
SEE DETAIL IN WATER SERVICE LINE

ELEV ?41
80" W/L STA 12+15,74 (-W2-)
5) UNLESS OTHERWISE SHOWN OR SPECIFIED, ALL WATER PIPELINE TRENCH BEDDING -r.ar ,, +a•s - P.
. M/L STA 12+22.55 (-11124
SHALL BE TYPE A, IN ACCORDANCE WITH DETAIL 101, ALL SEWER PIPELINE TRENCH a PROPOSED?RYW - ' SEE DETAILS -N2..&112-A
BEDDING SHALL BE TYPE B, IN ACCORDANCE WITH DETAIL 102.
6) UNLESS OTHERWISE INDICATED, ALL GRADE ELEVATIONS SHOWN ARE ALONG THE N 942,048.4387
- - -C9 FOIL
PIPELINE ALIGNMENT ON PROFILES. E 2,168,094.9361 -; . - -" w - 12+00 NORTI4 lA4iC(?FROF?E
'

71 THE CONTRACTOR SHALL PLACE 3' TO 4' OF SAND OR SCREENINGS ON ALL CONTROL CORNER
:-BECKFORD- STA --
114`6M5 _ , (-W2-).
.. ., _..
PROPOSED 6'01
_
ASPHALT SURFACES THAT ARE AFFECTED BY THE INSTALLATION OF THE PIPELINES. 213.13' LT ?
? r WATER T4EIERS WATERLINE
? -
-
(BY OTHERS)
o- -
81 THE CONTRACTOR SHALL REINSTALL ALL SIGNS AS REQUIRED BY THE NCDOT _
ALONG STATE ROADWAYS AND CITY STREETS AS REQUIRED BY THE CITY OF HENDERSON. LANE LINE, END '1 6' CURB & GUTTER' ,
9) THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SHEETING REQUIRED FOR _ PROPOSED 2'-0' CB-3 Z BEGIN 2'-O',CURB & GUTTER
5'TRA SFh'ON -
,
THE INSTALLATION OF THE PIPELINES. ALL EXCAVATIONS SHALL BE KEPT WITHIN THE CURB .& GUTTER S
? ,
-
DESIGNATED EASEMENTS OR RIGHT-OF-WAY WIDTHS. EXCAVATION WITHIN PAVED AREAS _ R040 CENTERLINE
.
SHALL BE KEPT TO A MINIMUM. SHEETING SHALL BE INSTALLED AS NEEDED TO PROTECT .
ENO 2'-6'CURB &?GUTTER
EXISTING UTILITIES. - BEGIN 2'-0' CURB & GUTTER
. - /
10) ALL INSTALLATIONS SHALL BE IN ACCORDANCE WITH PLANS AND BE PERFORMED 5' TRANSITION: 2 .X
BY A LICENSED INC UTILITY CONTRACTOR. SEE DETAIL 122 (TYR)
-' 0.8,8x'. Pq,?. - -C - CONTRACTOR TO COORDINATE - -
IU WATERLINE ALIGNMENT SHOWN IS BASED ON STANDARD FITTINGS AVAILABLE FOR - THE RELOCATION OF EXISTING. 11+00. t-IY2-) -
PIPE. JOINT NOT PERCENT
OF
DUC
O g
OOING TAPER
TA
?

POWER POLE AND

EXISTING -
N
FACTURER'S
MAY
M
A
USED - .13
6.
TIE TO XISTING PAVEMENT
S
R, POWER LI S

-
FOR INCREASED DEFLECTION,

?
C
r p
:I•. i
- ' 1 60' TAPER 'R T - IIAT
12) CONTRACTOR SHALL PROVIDE A MEANS TO KEEP ALL NEW PIPING COMPLETELY IE iiiT? EXIST
t
PAVEMENT .. ' m -
ISOLATED FROM EXISTING PIPING UNTIL ALL NEW PIPING HAS BEEN TESTED, DISINFECTED. PROPOSED FIRE H YDRAN
+ -
+ '`
AND ACCEPTED FOR SERVICE.

' M/L STA 10+25.00 (-WI-)

'
4 _,F

`
'

i-
- BEGIb 2 6 /
V
131 ALL UTILITIES SHALL BE CONSTRUCTED ACCORDING TO MINIMUM SEPARATION - -'
$ SEEOEFAIL !Ib- -
4 17
I
CURB &'GLITTER
REQUIREMENTS. - 70. H.IST
E `INVERT 397. - E -
-f - W
14) CONTRACTOR SHALL USE ALL NECESSARY FITTINGS TO CONNECT TO EXISTING -
VEMENT _
C RT 3
?
- .
2
-

LLJ
WATERLINE. P
g7
0 XIS
N

E
A
YEME b?OP
N
EtNnDu

f-BM 2-6

o '

I
+ in

.

.-
h
48
,
BEGIN ROAD WIDENING TAPER
STA10+56.Qp- R
TIE T XI ING PAVEMENT

..
_

,

..
"LI13' 1,81 F
83' )481 E
a.
90
..
'
n - . _
LANE LINE
ROAD-CENTERLINE
.T(:p
?.
O
1' 13

?

Z

- t?20C
AND BE
A 69fbV
AND BLOCKING ECT

ROPOSED 8`01
%

?

S
- _ TO EXIS INC'hATEALWE, -'WATERLINE
8' MJ SC?ID SLEEVE GOUPLING. - _
STA 10+0
W/L 0.00 (-WI-)
,
- OPOSED 8' ?

QFL -. -

z
? +

I?+.
t y,
+
+ _ LID
GATE VALVE W/L + ICE
Z111
-
.,? IBO'BAY T STA 10+15.42 1-W2-)
?13 -
PROPOSED 8'GAT
VALVE
/ A 11+21.77 (-WI-)
PROPOSED 8' x 8' MJ TEE
- - { - t I W/L STA 11+16.77 (-WI-)
W/L STA 10+00.00 (-W2-)
ATH PARK t + D =

°; ! { M FUTURE TRAFFIC SIGNAL
uya.co„,, { t ??
10 EI I IItl? ? E 1 'Y
1
EQtg. +00-00
E 2,167,942.6656 :I _?__---3----
BECKFORD DR
PI Ste 12+08.99 rer+' t Papa€g + ,? N ,I,r ?w.,O
A= 24' 41' 23.9' MT)
o S a"
D 6* 00' 0.0' 20? 0 40
L = 411.50'
` +
T -20899'
= 954.93' '+° z
R
A
PREPARED IN THE OFFICE OF: CLIENT: ,?s,pNl?pAr PROJECT;
w tV 6/', NOV 2003
r X X4
Kimley- OI n NORTH PARK ASSOCIATES, INC. ,?° FESSr ??i''s
° NORTH PARK DRIVE
\
This document, otag r the Ith the concepts and tlaslo which tre In, as an Instrument o 5ervlce, is l?-IIoT J JJP
and Associates Inc. A m°r
Intended only for one specific and client for r which It was prepared. Reuse of and Improper P "'•f Et:' , ecsiaap en
reliance on Ms document without - written a . Inc. n and adoption a Klmle Horn end Assoaetes.Inc. ROADWAY AND UTILITY PLAN ?' ",. ? ,„INE••. p?wJ
snaloe wimaur oaaoty to AimlmloyHorn and Associates. by y P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 ?%q?4Er W Mpo?w ?mmaP AnAnEUmsvmKCn:ev ,mewweue sl¢rw,?on
Copyright Klmley-Horn and Associates, Inc., 2003 PHONE: [phone] FAX: [phone] SEAp ?untin"` JWM 012288001 C7
- NOTE I: PLACED RIPRAP SHALL HAVE A MINIMUM DEPTH OF
24 INCHES AND SHALLHAVE A LAYER OF TYPE II
GEOTEXTILE SEPARATOR PLACED BETWEEN THE
+ ' Ve SOIL AND STONE
180' BAY TAPER 270' APPROACH TAPER (45:1)
+
m ? ,a O,RcEG
O G
f
A
d / O
O
+ PTt + .62
E 2,169,510.7032
20 0 40
/ N ChJ tS P _ ? ?/5? db59bh rt°:R / p a Pft ^fiS
SEWER DESIGN REVISION 11-25-03 Jrvm ICrc PREPARED IN THE OFFICE OF: CLIENT: CAI?NwA NOV 2003 PROJECT:
Kimley-Horn NORTH PARK ASSOCIATES, INC. r is
d `? 0` Aw
PARK DRIVE
\ fits document. ewith cif me concepts
purpose e and designs presented herein. . Instrument of e.ls and Associates f??- •' JJP as an N Intended ed only ly for ar the specific d anent mr wnron It was prepared. Reuse of and Improper ? Inc. '°aF +yCI 5 NE°"°? °"
\ ratlance on this document without ut written autnorizatton and adoption by Nlmky-NOT and Associates, Inc. ROADWAY AND UTILITY PLAN
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 6?i,?f 00wp OOP ITTwa+n 9:7FnntcsI- .wex.:ers -T MFR:
snail be without ITablaty to Klmley-Horn and Associates.Inc. PHONE: [phone] FAX; [phone] eyAX W. Mwtp atun er,
Copyright KIm19y-Horn and Associates, Inc, 2003 SEAL: JWM 012288001 CB
10 11 12
13
PREPARED IN THE OFFICE OF: CLIENT: ,, P`? C .SEPT 2003 PROJECT:
Kimley-Horn NORTH PARK ASSOCIATES, INC. p.-- iss/0-,"N"k,
n A?? NORTH PARK DRIVE
s M"
JJP
This document, together with the concepts and designs presented herein, as an Instruof service., Is and Associates Inc.
° °°
TIntended Only for the speclflc purpose and cllent for which It as prepared. Rouse anent and Imp,oper ,%F ••? r(?% • ttSnFD Br,
reliance on this document without written authorization and adoptloo by Kimley-Horn and Associates, nc. ROADWAY AND UTILITY PROFILES ' F INE F ¢ 'WM
C P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636-3068 ,,,,q? MM
eha0be without liability to Kimley-Horn and Associates, Inc' '?..ni W, M?`? `KCa® e`'
\ copyright Kimley-Horn and Assoolate.. Ina. 2003 PHONE: [phone] FAX: [phone] SEAS .. ..
012288001 C9
10 11 12
13
14
15
16
17 18 19 20 21
?twtn ULJIVN NtViJdUN I I-n-w "I PREPARED N THE OFFICE OF: CLIENT: CR ?y+++ NOV 2003 PROJECT:
Kimley-Horn NORTH PARK ASSOCIATES, INC.
024436 NORTH PARK DRIVE
n This document, together with the concepts and designs presentee prepared. reR Isi of service, is + JP
and Associates Inc. ?M e J
Intended only t for the specific purpose and client for which It was Rouse e of of and Improper f'• f 4?
it this document without written omt on and adoption by Kimley-xorn and Assoo ates, Inc. ROADWAY AND UTILITY PROFILES 6 p`?INEtf?W?Cw o um en
u re°ance on
Shall be without liability to Kimley-Horn and Assssobloclotes, mc. P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 'y?py ,_jjp
in -A- AfFAMtE race
Copyright Klmiey-Horn one Aseoaiotes. In., 200 PHONE: [phone] FAX: [phone] SAL, +nu,nuw 012288001 C 10
PAVEMENT MARKING LINES
TA THERMOPLASTIC (4" WHITE, 90 NILS) EDGELINE
TB THERMOPLASTIC (4" YELLOW, 90 NILS) EDGELINE
TC THERMOPLASTIC (4" WHITE, 120 NILS) 4" X 10' SKIP
TD THERMOPLASTIC (4" WHITE, 120 NILS) 4" X 2' MINISKIP
TE THERMOPLASTIC (4" MITE, 120 NILS) SOLID LANE LINE
TF - THERMOPLASTIC (4" YELLOW, 120 NILS) 4" X 10' SKIP
TO - THERMOPLASTIC (8" WHITE, 90 MILS) DIAGONAL
TH - THERMOPLASTIC (4" YELLOW, 120 MILS) SINGLE CENTER LINE
TI - THERMOPLASTIC (4" YELLOW, 120 NILS) DOUBLE CENTER LINE
TT - THERMOPLASTIC (8" YELLOW, 90 NILS) DIAGONAL
T2 - THERMOPLASTIC (24" WHITE, 120 NILS) STOP BAR
PAVEMENT MARKING SYMBOLS
UA - THERMOPLASTIC (LEFT TURN ARROW)
UB - THERMOPLASTIC (RIGHT TURN ARROW)
UC - THERMOPLASTIC (STRAIGHT ARROW)
UE - THERMOPLASTIC (COMBINATION STRAIGHT & RIGHT TURN ARROW)
UI - THERMOPLASTIC (ALPHANUMERIC CHARACTER)
2
NOTES:
1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS AT
PRIIJECT LIMITS.
3. CONTRACTOR SHALL MILL AWEXISTING MARKINGS IN CONFLICT WITH PROPOSED.
.>4. RAISED AEPLECTIVE PAVEMENT MARKERS ARE TO PLACED ACCORDING TO NCDOT
ROADWAY STANDARD DRAWINGS.
5. CONTRACTOR TO REPAINT EXISTING PAVEMENT MARKINGS THAT REFLECT THE PROPOSED MARKINGS.
PAVEMENT MARKING LEGEND
(] ----- CRYSTAL / RED PAVEMENT MARKER
------YELLOW / YELLOW PAVEMENT MARKER
M ------DIRECTION OF TRAFFIC FLOW
C Y
8 E r
v
20 0 40
ortc:
PREPARED IN THE OFFICE OF: CLIENT: spa'11 CARO % NOV 2003 PROJECT:
NORTH PARK ASSOCIATES, INC. ;'?FpF?SSj':??'•.
Kim ey- Orr NORTH PARK DRIVE
?pppp r¢r. rm, r&vaax oars aeare er: acum er, it 024µ???y i :calm ar:
This document, together with the concepts and designs presented herein as an instrument of service. Is and Associates Inc. PAVEMENT MARKING & 's F.t, fll•?I,.•' JJP
Intended only far the specific purpose and client for which It was prepared. Reuse of and Improper '• ?F "?+INE`;. p'b,J ossaNFa sr,
reliance on this document wenout written authorization and adoption by Klmlay-xom and Associates, Inc.
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 SIGNING PLAN JJP
sholloe without liability to Klmley-Horn and Associates, Inc. IN ( ?, ? eY. AIrKNEa PFfEflENCE ntFS, JJB Nome SsF£r Mw.BR:
Copyright Klmley-Horn and Assoolctes.lac.,2003 PHONE: [phone] FAX: [phone] SEAL( ""••a'6 JWM 012288001 CI I
PAVEMENT NARKING LINES
TA • THERMOPLASTIC (4" WHITE, 90 MILS) EDGELINE
TB - THERMOPLASTIC (4" YELLOW, BO MILS) EDGELINE
TC - THERMOPLASTIC (4" WHITE-'12O-MILSI'.'"'4" X 10' SKIP --
TO - THERMOPLASTIC (4" WHITE, 120 MILS) 4" X 2' YINISKIP
TE - THERMOPLASTIC (4" WHITE, 120 MILS) SOLID LANE LINE
TF - THERMOPLASTIC (4" YELLOW, 120 YILS}==4'"3(?0''SKIP
TO - THERMOPLASTIC (S" WHITE, 90 MILS) DIAGONAL
TH - THERMOPLASTIC (4"" YELLOW, 120 MILS) SINGLE CENTER LINE
TI - THERMOPLASTIC ((4 YELLOW, 120 MILS) DOUBLE CENTER LINE
TT - THERMOPLASTIC (B" YELLOW, 90 MILS) DIAGONAL
T2 - THERMOPLASTIC (24" WHITE, 120 MILS) STOP BAH
PAVEMENT MARKING SYMBOLS
UA - THERMOPLASTIC (LEFT TURN ARROW)
US - THERMOPLASTIC RIGHT TURN ARROW)
UC - THERMOPLASTIC STRAIGHT ARROW)
UE - THERMOPLASTIC COMBINATION STRAIGHT d RIGHT TURN ARROW)
UI - THERMOPLASTIC (ALPHANUMERIC CHARACTER)
X
Y
PAVEMENT MARKING LEGEND
E----- CRYSTAL / RED PAVEMENT MARKER
* ------ YELLOW / YELLOW PAVEMENT MARKER
« ------DIRECTION OF TRAFFIC FLOW
201 1 0 40
1
NOTES:
1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
2. CONTRACTOR MALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS AT
PROJECT LIMITS.
3. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS IN CONFLICT WITH PROPOSED.
4. RAISED REFLECTIVE PAVEMENT MARKERS ARE TO PLACED ACCORDING TO NCDOT
ROADWAY STANDARD DRAWINGS.
5. CONTRACTOR TO REPAINT EXISTING PAVEMENT MARKINGS THAT REFLECT THE PROPOSED MARKINGS.
PREPARED IN TH E OFFICE OF:
Kimley-Horn

g ?
-?
m,F
rv?e,i
aEce.
i
t
d A
I

N
Into
only er with the concepts and designs presented herein, a an Instrument of service, is
This
Intended ded only for or the specific purpose and client for which MCh It It as prepared. Reuse of and Improper
reliance on this document without written authorization and odoption by Klmley-Horn and Assoclates,Inc.
shollbe without liability to Klmley-Horn and Assomotes,inc.
Copyright Klmley-Horn and Assoolote4]-,2003

.O. BOX 33068 - RALEIGH, NORT

PHONE: f9 191 677-2000 an
ssoc
a
es,
H CAROLINA 27636-3068

FAX: [phone]

IENT:
nc.
NORTH PARK ASSOCIATES, INC
PAVEMENT MARKING &
SIGNING PLAN
1.44 .
1 Ow
a.?yHw un ... O"ww
NORTH PARK DRIVE
BECKFORD DRIVE
C MIN
VARIES _I
- - - - - - - - - - - - -
0 MIN IYMIN

4 MIN
Q
EXISTING PAVEN£NT
PHASE 2
wr TO £N£
3c
G
y0
7
V MIN
EXISTING PAVEMENT
PHASE 1
NIT TO SCNf
VARIES
PHASE 3
?roST"
aMIN

TRAFFIC CONTROL NOTES:
THE TRAFFIC: CONTROL PLAN FOR THIS PROJECT CONSISTS OF SEVERAL TYPICAL DRAWINGS ShVINIMG TRAFFIC: CONTROL
DEVICES TO BE USED WHERE VARIOUS TYPES OF CONSTROCTION ACTIVITIES ARE OCCUMNG ON THE PROJECT. THESE
DRAWINGS ARE FOR TYPICAL SITUATIONS AND SHOULD BE ADAPTED TO THE ACTUAL FIELD CONDITIONS WHICH EXIST.
ACCESS SHAH BE MAINTAINED TO ALL BUSINESSES AND RESIDENCES AFFECTED BY THE PROJECT AT ALL TIMES.
ALL GRADING ,CONSTRUCTION ,SIGNIMAND PAVEMENT MARKINGS SHALL CONFORM TO NCBOT AND CITY OF HENDERSON STANDARDS.
ALL TRAFFIC CONTROL SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
ANY WORK REOVIRING EQUIPMENT OR PERSONNEL WITHIN 5 FEET OF ANY TRAVEL LANE SHALL REQUIRE A FULL LAME CLOSURE WITH
APPROPRIATE TAPERS.
EXCAVATIONS ADJACENT TO THE ROADWAY SHALL NOT BE LEFT OPEN OVERNIGHT. EXCAVATED AREAS ADJACENT TO PAVEMENT
HAVING MORE THAN A 9 INCH DROP SHALL BE MADE SAFE WITH A 6d DR FOOTER SLOPE AND SHALL BE BLOCKED OFF WITH
APPROPRIATE TRAFFIC CONTROL DEVICES DURING PERIOCS OF CONSTRUCFION INACTIVITY.INCLUDING ,BUT NOT LIMITED TO. NIGHT'S
AND WEEKEND HOURS.
NO PARKING OR MATERIAL STORAGE SHALL BE ALLOWED ALONG THE SHOULDERS OF NLOOT ROADWAYS.
DO NOT WORK SIMULTANEOUSLY ON BOTH IDES OF AN OPEN TRAVELWAY,WITHIN THE SAME LIICATXMI.ON A TWO LANE,
TWO-WAY ROAD.
CO NOT STOP TRAFFIC FOR MORE THAN IO MINUTES ON BECKFORD DRIVE.
TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES.
POLICE MAY DE USED TO MAINTAIN TRAFFIC THROUGH INTERSECTION.
RELDCAT£ EXISTING STOP SIGNS AT INTERSECTIONS AS NECESSARY DURING CONSTRICTION AS APPROVED BY THE ENGINEER
PHASE I
CONTRACTOR SHALL PLACE ALL CONSTRUCFAN APPROACH WARNING SCOWS PRIOR TO BEGINNING WORK. SIGNS SHALL
REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED.
CONTRACTOR SHALL SET UP AND MAINTAIN &WRELS OR CONES ALONG THE CONSTRUCTION AREA ACCORDING TO NCDOT
STANLARDS FOR TRAFFIC CONTROL
CUWRACTOR SHALL INSTALL ALL "ACE WARNING SIGNS ACCORDING TO NCDOT STANDARD DRAVIAG NO.IKNDI.
CONSTRUCT NORTH SIDE OF BECKFORD !RIVE AND PROPOSED NORTHPARK DRIVE.
PHASE 2
CONSTRUCT SOUTH SIDE OF BECKFLRD DRIVE.
PHASE 3
INSTALL FINAL LAYER OF SURFACE COURSE.
INSTALL THERMOPLASTIC PAVEMENT MARKINGS AND MARKERS.
INSTALL SIN/AGE ACCORDING TO RCDOF STANDARD DRAWINGS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
PREPARED IN THE OFFICE OFe CLIENT: , ??SjP1 4!A NOV 2003 PROJECT:
Kimle -Horn NORTH PARK ASSOCIATES, INC. ?`2roESS NORTH PARK DRIVE
R, Y
DATE? rV-m . ° and Associates Inc. 02 M00
Inlb document, together wlTn the concepts and oesl°nb presented harem. us vn Instrument of service. IS JJP
Intended only for Me 5 eclfla purpose and cllent for which It was prepared. Reuse of and Improper w^'?f E!' • LESHM?er,
reuanca on ms doaumet without wnrten authorizafton and adoptlon by Kimley-Born and Assoalates,Inc. TRAFFIC CONTROL PLAN ''eF `?.'..IWE•' e?.w'w
sheube without ilabm+y to Kimsey-Horn and Associates. Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-306$ wwwi?fy W NO?Ow? a?rt°em en *I rar?r?xx e?sl roe wee sI¢r wwxn
capyrlght Klmley-xorn one assaalares,lna..2oo3 PHONE: [phone] FAX: [phone] sFAI, w"w?IIt?IK°'? JWM 012288001 C13
-U- 0
? '. P_ m AND ISR SUIBMITTED SUBJECT PTO RETURNOUPON OREQUEST, ITY OF HENDERSON MAT1 REV.
AND UPON THE EXPRESS CONDITION THAT THE
m ^ m WIFORMATION CONTAINED HEREIN WILL NOT BE DESCRIPTION - FINISH ?? _
USED DIRECTLY OR INDIRECTLY IN ANY WAY TYPICAL CUL-DE-SACS
^ DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDERSON NO CURB AND GUTTER DWNMATE TLL-7jX0/02
1
A
y
zs
90 \
A /)
vt.R
30' R
25' (25'
so'
90' OFFSET CUL-DE-SAC
R/W
4
---35' 3
KOBE AS REO'O
I'FEq.
Irr SIaPE
u•
SECTION A-A
OF HENpF I e
9 ?..... RIGHT OF WAY MARKER
REV. RAWING NO. i
o?
9T9 \1 4 Nw __
Iff
PAVEMENT SCHEDULE
CI PROP. APPROX. V ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5A,AT
AN AVERAGE RATE OF 112 LBS. PER SQ. YARD
C2 PROP.APPROX 111/2 ASPHALT CONCRETE SURFACE COURSE.
TYPE 59.5A, AT AN AVERAGE RATE OF 168 LBS. PER SO. YARD
D PROP. APPROX 3' ASPHALT CONCRETE INTERMEDIATE COURSE.
TYPE 119.OC,AT AN AVERAGE RATE OF 342 LBS. PER SO. YARD
EI PROP.APPROX 4'ASPHALT CONCRETE BASE COURSE.
TYPE B25.OB,AT AN AVERAGE RATE OF 456 LBS. PER SO, YARD
JO PROP.B'AGGREGATE BASE COURSE
RI 2'-O'CONCRETE CURB AND GUTTER
R2 2'-6'CONCRETE CURB AND GUTTER
TO EARTH MATERIAL
OU EXISTING PAVEMENT
NOTE:
1. SECTION CONTAINS 0.058 CUBIC YARDS
?- 2'-0'? PER FOOT
SECTION A-A
A.
5.0' I/B' MAX
L10.___ -
H ENO A I0'-0' MAX. BETWEEN JOINTS
9
h so NOTE:
FRONT VIEW FORM MUST BE ACCEPTABLE TO ENGINEER
2. MIN. 3000 PSI COMPRESSIVE STRENGTH
N.T.S. CONCRETE
REV. RAWING NO. z
?U
ly CAROB - 2 ??
so
?
a o- THIS DRAWING CONTAINS PROPIETARY INFORMATION, OF RENOERSON MAT'L REV.
m AND IS SUBMITTED SUBJECT TO RETURN UPON REQUEST,
AND UPON N THE EXPRESS CONDITION THAT THE
m ^ m AND INFORMATION T CONTAINED HEREIN WILL NOT BE ESCRIPTION FINISH _
,- USED DIRECTLY OR INDIRECTLY IN ANY WAY STANDARD CURB AND
DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDERSON GUTTER SECTION DWN/DATE TILL 6/17/02
I12'R6.0' I'-5'
c I
6.0'
'v - 3R /1/4'R
7. C'
8' VARIES VARIES B'
(SEE NOTE) EXISTING LANES (SEE NOTE)
I' PER FT. I • EXISTING • EXISTING
EXISTING GROUND
-- T J U 6RADENIINE
GRADE U 1 • -MATCH EXISTING SLOPE (2X. MIN)
TO THIS LINE OR
EI
TYPICAL SECTION x I
BECKFORD DRIVE WIDENING

EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
TYPICAL SECTION # 2
NORTH PARK DRIVE
GA ABED IN THE OFFICE OF: CLIENT: P•Ati??RO NOV 2003 PROJECT:
Kimley-Horn NORTH PARK ASSOCIATES, INC. ;`??fFES
EAL S%'?1'; NORTH PARK DRIVE
V 7h1s document, together with the concepts and designs presented herein, as an lnst ent of service, IS
Intended only for the specIf lc purpose and silent for which It was prepared. Reuse of and Improper and Associates, Inc, JJP
p
NE c
reliance on this document without written authorization and adoption by Klmley-Horn and Assoclates,inc. P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 ROADWAY DETAILS 4'"/'R'`+...,,,r•'Qlwww` JJP
Copt fight Klm[.y-H.ro and AIS orates, Inc, 200 oNates, inc. PHONE: [phone] FAX: [phone] %mi.MO ?w nccan e„ ?.upao pence a°e ru?x sw.cr nweu,
SEAL: JWM 012288001 C14
GRADE
TO THIS LINE
EXISTING GROUND
NOTE:
I F WIDENING WIDTH IS LESS THAN 6', USE E I
F WDEN NG WIDTH S GREATER THAN OR EQUAL TO 6', USE J
SYMMETRICAL CUL-DE-SAC

o m-° THIS DRAWING CONTANS PROPIETARY INFORMATION QTY OF HENOERSON MAT'L REV.
r c m AND IS SUBMITTED SUBJECT TO RETURN UPON REQUEST,

m
Q7 AND UPON THE EXPRESS CONDITION THAT THE
INFORMATION D UPO T CONTAINS HEREIN WILL NOT BE
IR
T
Y
ED
R
U
DESCRIPTION
FINISH O 0
_
S
D
EC
L
O
INDIRECTLY IN ANY WAY
DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDERSON MANHOLE RING N
'.?Q?„ -
?
WI4/AATE TILL 5/8/02
PRO410E 4
DETAIL HOLES
3/4'01". SANI ARY
ST RM
TOP OF COVER
112- R
SEVER SE ER
BOTTOM OF COVER i'R
DETAIL C
PLAN
2'-! 1/1"
3/4'
it I/2'
3/e'
F- I v9• T
I/2'
NOTES
1. MANHOLE RNG AND COVER TO BE
NON-RATTLE TYPE
F T 1/2•
L 2. ASTM CLASS A-48-30 MIN.
2
4 3/4' MATERIAL GRAY C.I.
3/4
'
2
J 3/4•
-L
v2^ MIN. AVG. WEIGHTS
P-1o T/B• RING 190 POUNDS
4 3/8' 2'-01/2' COVER 120 POUNDS
2-1 114'
F HENp
a F
9
r.' o SECTION A-A
REV. RAWING NO.

Py ?w
ARO _ 100 'z
a
o °- THIS DRAWING CONTAINS PROPIETARY INFORMATION ?TY OF HENDERSON MAT'L REV.1
w, APIO IS SUBMITTED SUBJECT TO RETURN UPON RcHOUEST,
AND UPON THE EXPRESS CONDITION THAT THE
INFORMATION CONTAINED HEREIN WILL NOT BE
ESCRIPTION -
FINISH
_

- DETRI ENiAL TO THIE DINTERESiI OF THEWCIYTY OF HENDERSON CONCRETE PIER DETAILS
FOR SANITARY SEWERS pWN/PATE TLL 5/7/T 2
6.01- 2 1/2'X 5/ 16' STRAP
(GAL. AFTER FABRICATION)

3/4'0 GALV. BOLTS, I'-6' LDNG
O
?
I'-3'
Q 4' MIN. - OR 1/4 O.D.
OF PIPE
3 LAYERS
OF FELT W/
GRAPHITE w
>L
0 3000 PSI CONC.
d ? w
6 W 5 VERTICAL BARS
i ° a a 1 SET OF 4 TIES AT
i w 12' O.C. -DOWELS
T
' w o
" SAME AS VERTICAL

?
x
w BARS - WHERE USED
'A' 'A' LAP 1'-6'
0, W5 BARS AT 12' O.C. A

-L-
DIMENSIONS 2 w4 BARS
'A'
'A' = 4' FOR HEIGHT UP TO R'-0'
'A'=8'FOR HEIGHT 8'-1'TO 12'-0'
'A' = 12' FOR HEIGHT OVER 12'-0'
f HENOF
9
2 REV. RAWING N0. z
O = ow
z --- -_ _ ..
qTh A °? 09
o m °- THIS DRAWING CONTAINS PROPIETARY INFORMATION CITY OF HEN ERSO N MAT'L REV.
M- AND IS SUBMITTED SUBJECT TO RETURN UPON R?OUEST,
m' AND UPON THE EXPRESS CONDITION THAT THE FINISH
INFORMATION CONTAINED HEREIN WILL NOT BE ESCRIPTION
0 -
N r USED DIRECTLY OR INDIRECTLY IN ANY WAY PRECAST CONCRETE SANITARY
m _ m DETRIMENTAL TO THE INTEREST OF THE CITY OF FENDERSDN SEWER MANHOLE DWN/DATE TILL 5/7/02
C.I.MANHOLE FRAME & COVER
SEE DWG. N0. 100
h-p- GRADE RING UNIT
(NOT TO EXCEED 1'-0')
EE 24.0 DIR.
N A,IIEO0ANLTAViD /-ECCENTRIC CONE UNIT
SEIANLTE50 WH%_ BE
PLASTIC GASKET,
RUBBER 0-RING J 12.0'
GASKET, OR
EQUAL
0
u 4.0'
m
°w MANHOLE
STEPS
6'O.C. RISER UNIT
W 1
F?FN LI ? '
i JdINT05 IN?IOE CONC. q BASE UNIT
?OEE FILL _
8.0'
r_: 4.0'
4'-10'
of HENTYPICAL SECTION
? O
y REV. RAWING NO. z
?P o w
R?N ARD
?-jl 02-q
NOTES
1. ALL UNITS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH AND REINFORCED EQUAL TO OR EXCEED AASHO SPECS.
M199-731 (ASTM C47B) 'PRECAST REINFORCED CONCRETE
M.H. SECTIONS.'
2. CONCRETE SHALL BE 4000 PSI MIN.
3. MANHOLE STEPS TO BE M.A. INDUSTRIES MODEL PS-I. STEEL
REINF. PLASTIC OR EQUAL.
4. ALL UNITS SHALL BE POURED MONOLITHICLY AND STEAM CURED.
5. PIPE OPENINGS SIZE AND LOCATION SHALL SUIT SPECIFIC
MANHOLE USE.
6. MH FRAME SHALL BE GROUTED TO BASE OF MH FOR A
TIGHT WATERPROOF SEAL. IN THE EVENT RAISING IS NEEDED,
SOLID MASONRY BRICK SHALL BE USED.
o F-T2 THIS DRAWING CONTAINS PROPIETARY INFORMATION TTY OF HENDERSON MAT'L REV.I
I
AND IS SUBMITTED SUBJECT TO RETURN UPON R9DUEST,
AND UPON THE EXPRESS CONDITION THAT THE
m '^ m INFORMATION CONTAINED HEREIN WILL NOT BE ESCRIPTION FINISH
USED DIRECTLY OR INDIRECTLY IN ANY WAY TYPICAL SEWER TAP
DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDERSON AND SERVICE OWN/DATE TLL 6/11/02
PROPERTY LINE
FINISH GRADE EO'
PAVEMENT CURB
4'BRASS C.O.PLUG
L FED. SPEC. WW-P-401
ADE i/4 W V
MIN. GR
T/NDAID WflDHT T PLUG
A•S ptEA TIGH
I/ 16 OR V8 C.I. BEND
8'-TAPPING SADDL BARREL OF PIPE
ID GROUND
TO REST ON SOL
?TaP MADE NOTE:
ON TOP OF
RTER PROVIDE BELL HOLE
QUA
PE I. THE FULL LENGTH OF THE SERVICE DITCH SHALL BE
PI COIPACTED N 'C LAYERS WITH MECHANICAL TAMP
© SEWER MAN MATEMLALS-SDR-35 PVC. ASS TRUSS PIPE.
SPECWIC USES OF T. PIPE TO BE APPROVED BY

E HENp WRAP MAIN IN CEMENT B' FNGREERING DEPARTAENT
F9
°
a EACH SIDE OF TAP ON MAN I SCHEDULE 40 PVC PIPE ACCEPTED
REV. RAWING NO.
ly
?
R0 > o
w=
PAREC N TH E OF`FR

- CLIENT: 4
p
r DATE:
PROJECT:
` 4p4A
?
ChPp
'
pr NOV 2007
-- Kimle'y-Horn NORTH PARK ASSOCIATES, INC. ??°%4ssiDti?s's
- NORTH PARK DRIVE

ti
TINS d
together with the concepts
and designs Presented hereln.cs on In DAB
strument o
service, IS
rA° AY -° and Associates Inc. } =
' t t1 AA-? +
•
• N BT:
_JJP
n
ed any
Intended oMy for or the spectflc purpose and client for whldl It was prepared. Reuse of and Improper
li
s
-H
d A
l
t
I
th
t
ith
t
itt
th
i
t
d
d
ti
b
Ki

UTILITY DETAILS
FI NE rJ Ww?
`? 'yC
I
?'? / PJ
D?"'"? sY'
orn an
re
ance on
is documen
w
ou
wr
en au
or
za
bo an
op
on
y
m
ey
o
...
n..
a
....
.
?Drr itrcmiey?HOihtane Associa?esn lOdsodates In
P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636-3068

PHONE: [phone] FAX: [phone]
" p?WO

?rrAUn uuWW`W
SEAL; dp

? ?'
JWM
nGW0 BERN Enl :
a--

012288001
sm NAew

C 15

a T2 THIS DRAWING CONTAINS PROPIETARY INFORMATION
' PTY OF HEN?EF150N MAT'L REV.
m °
THIS DRAWING CONTAINS PROPIETARY INFOR
T
ON r? REV AND
SUBMITTED SUBJECT TO RETURN UPON RE
OUESL
o
c -
MA
I
AND IS SUBMITTED SUEJECT TO RETURN UPON R?GUEST,
m 1TY OF HENDEiis ON MAT 'L . m n m U
INFORMATIONHCONTAINED HEREINTWILLTNOT BE DESCRIPTION FINISH _

m m AND UPON THE EXPRESS CONDITION THAT THE
m INFORMATION CONTAINED HEREIN WILL NOT BE
r USED DIRECTLY OR INDIRECTLY IN ANY WAY
DESCRIPTION
FINISH

y N r

_ m USED DIRECTLY OR INDIRECTLY IN ANY WAY

DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDERSON

TYPICAL HYDRANT INSTALLATION

DWN/DATE TILL 4/24/02
m m DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDERSON VALVES DWN/GATE TILL 4/30/02 - -
HYDRANT TO BE PLACED WITH
PUMPER NOZZLE PARALLEL O

NRS (Non-Rising Stem) WITH HYDRANT BRANCH
(D- STANDARD HYDRANT AS
MANUFACTURED BY CLOW
MIN, MEDALLION

Gate valves 2.0" and Above [
2.0' Y-2'/i
GRADE 1 II O FLANGE MUST BE ABOVE GRADE
GRADE
I•TS ?2.m
PAVEMENT SIDEWALK

C.I. VALVE BOX
GATE VALVE• O

OS & Y (Outside Screw and Yoke) SEE DWG. NO. 114 RN LEFT TO OPEN
MINIMUM
T

a MUST MEET OR EXCEED AMERICAN 7 CU Fr.
3-0 MN. 11
WASHED STONE
WATER WORKS ASSOCIATION (AWWA)
STANDARD C-509 WATp MAIN TOUCH WATER Ap?o o aa0a
??-HOT
MAIN NOR VALVE
^ 0

2. FUSION BONDED EPOXY COATING MUST MEET 800 %
0
--TAMPED BACKFILL 0-
OR EXCEED AWWA C-550 STANDARDS PIPE
FOR PROTECTIVE INTERIOR COATINGS O \CONC.BLOLK NOTES
FOR VALVES AND HYDRANTS 0 NO UTILITY POLES SHALL BE

3. NRS & OS & Y AS MANUFACTURED BY-

CLOW RESILIENT WEDGE VALVE - LOCATED WITHIN A MINIMUM OF
L0.NC. PAD ?CONC. SETTING SLAB
3n' BRroLE RODS 3'-0' RADIUS OF THE FIRE HYDRANT
AR 3'X r-rx 4-THICK
a ROD CO
LL
CONC. THRUST BLOCK COATED WITH TWO COAT ® CITY OF HENDERSON INSPECTOR
A. MAINLINE VALVES SHALL HAVE A CONCRETE MIN.2500 PSIMIX. BITUMINOUS BASE PAINT TO VERIFY UNDERGROUND WORK PRIOR
MARKER DESIGNATED AS "MV' BLOCK TO BE POURED TO BACKFILL.
SO THAT NO FITTING LOCKING RETAINING GLAND
BOLTS OR FLANGES ® FIRE HYDRANTS WILL BE INSTALLED
0 ARE COVERFD. IN TRUE VERTICAL POSITION AS DETECTED
a BY THE NAKED 'EYE'
Q HYDRANT TO BE PAINTED BY THE
o CONTRACTOR AS FOLLOWS: BONNETT
0 o AND ALL CAPS TO BE PAINTED 'WHITE'
F HEryO
REMAINDER
HYDRANT
PAINTED
T
HENpF
OE
9 O
NDUS
L RED (S
HERWIIN
WILLAMS
OR APPROVED EQUAL)
REV. RAWING NO.
REV. RAWING N0._

P
qH O? -
JH 0 ED!
lJ

z
'" REV p -° THIS DRAWING CONTAINS PROPIETARY INFORMATION QTY OF HENDERSON MAT'L REV,
4 - THIS DPANING CONTAINS PROPIETARY NFORMATION
S
B
TT
R
T
?
T F
ITY OF HENDERSON MAi'L . AND IS SUBMITTED SUBJECT TO RETURN UPON RffOUEST,

m
v
m AND I
MI
ED SUBJECT TO
URN UPON R
,
SU
E
OUEE
AND UPON THE EXPRESS CONDITION THAT THE
INFORMATION CONTAINED HEREIN WILL NOT BE

DESCRIPTION

FINISH
m
_
a AND UPON THE EXPRESS CONDITION THAT THE
m
INFORMATION CONTAINED HEREIN WILL NOT BE
ESCRIPTION
FINISH

2

-

- a r
m
- USED DIRECTLY OR INDIRECTLY IN ANY WAY
DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDERSON
CATCH BASIN WITH CURB
INLET AND CURB BOX
DWN/DATE TILL 5/9/02 -
m N r USED DIRECTLY OR INDIRECTLY IN ANY WAY
_ m DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDEASON STANDARD WATER SERVICE INSTALLATION
FOR THE CITY OF HENDERGON
DWN/GATE TLL 4/ 16/02
NOTES

1. DEPTH MEASURED FROM TOP OF PROPERTY LINE
BRICK TO INVERT OF EFFLUENT LINE
2. ALL UNITS SHALL BE CONSTRUCTED IN
FM51ED GRADE METER BOX COYER
ACCORDANCE WITH AND REINFORCED EQUAL PAVEMENT sLEWALK
CURB INLET FRAME,GRATE AND CURB TO OR EXCEED AASHO SPEC. M 199-731 CURB
a0
BOX. NEENAH R-3246-A OR EQUAL (ASTM C478) 'PRECAST REINFORCED CONCRETE

MATERIAL -CRAY C.I. r

R `
M.H. SECTIONS'.
S'TO 10' TOP OF CURB
2•-pE
PAVEMENT
INLET EL
IB' -EI'YAL
METER YOKES - FORD
VIN 727W 4133 - 3/4'
YIN 741n 41" - 1.0-
YBB TT 15RB24 - 2.0-
3'-0'
2-6' DUAL CHECK

U MAKE COPPER PIPE. TYPE
TAP ON x'SOiT

8.0' PRE-CAST BLOCK M.N. STEPS W IS'u.C. W
3'-0' SEE DWG.
100-A.)N MN.'s m 1
45 DEGREE
ANGLE-? PINCH COOPER AT
PR
p
I
7
IN
OVER 4'-0' IN DEPTH L
E
t
Y ?>
MAN

METER BOX SHALL SET ON
WASHED STONE
d 2.0' % 4.0- BRICK S UPPMT

TAMPED BACKFILL)
A

4'a
_
A
• STANDARO TAPERED THREADS NOTES,
A.WW.WA
SADDLE REOT FOR TAPS MADE ON ASBESTOS I. METER BOX- DEWEY BROTHERS MB%-I,OA
CEMENT PRE, AND C.L PPE -[ 11 AL. (CAST RONI
,
0.0' CSMITH-BLAB 313 SADDLE-IF NEEDED) 2. I.0'NETER - KENT ABB CUBIC FORT REGISTER
6 4 BARS EACH WAY
3000 P.S.I. CONCRETE a An
"
' " OR R 3/4'- LID-COCK 3. l?j[R YQ;€ - ABOVE
SADFODLE - DOUBLE STRAPPED RON EPOXY COATED A. Y OR LARGER METER - KENT 03000 CUFT
SECTION "A
A PERMANENTLY STAMPED TAGS SHALL
BE ATTACHED TO THE METER YOKE N
H N
TNE EVENT THAT 3 OR
MORE METERS ARE
GROUPED TOGETHER
Of HENpE
9f
0
Z
REV. RAWING NO.
Z
0
P REV. RAWING NO. zm
qT
h'
C
0
ow
2
qTh o\ - C C - A ¢o
z AR
? -
0
wz

PREPARED IN THE OFFICE OF: CLIENT: 444
WA PROJECT:
ACW
C.A
O,
r tN o2'R, NOV 2003
Kimley-Horn NORTH PARK ASSOCIATES, INC. ??°faF4ssi''•
; NORTH PARK DRIVE
M. °A? DRW BY °eYi d A
i
t
I u b IRA. BY
This document, together with the concepts and designs presented herein, as an Instrument of service•IS an
ssoc
nc.
a
es (I'll'Q3
w JJP
Intended only for the specific purpose and talent for which it was prepared. Reuse of and Improper

relic ce on this document without written authorlzatlon and odoptlon by Kimley-Horn and Associates
Inc

UTILITY DETAILS
•
,Trod .
?N?•
WW?`,
oESNfD Br,
p
,
.
t
O
odates
mo
t
o
n P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 .
D
ti
?? JJ ATT" °1i0?*C ?l` J0B N1?R Nrt[T xursEa
m
•
.
Klmlay ?H
und
assocl res I
C DY?19Ni
?zooi PHONE: [phone] FAX: [phone] h ?a nWM?p D_.0,
JWM 012288001 016
SEAL,
o m°- THIS DRAWING CONTAINS PROPETARY INFORMATION ?T OF HEIVDER SOIV MAT'L REV.
m AND IS SUBMITTED SUBJECT TO RETURN UPON REQUEST,
m AND UPON THE EXPRESS CONDITION THAT THE ESCRIPTION FINISH _
"' °J INFORMATION CONTAINED HEREIN WILL NOT BE 12 - A
?, a r USED DIRECTLY OR INDIRECTLY IN ANY WAY STANDARD FOR. TYPICAL WATER
_ m DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDERSON SERVICES TYPE A & B DWN/OATETLL 4/17/02
TYPICAL WATER SERVICE - TYPE AA"
IR/T
I
ff1155SS Re?uz?
1. OCNPOAATION CO[K FffiFPI \ ,
6 H NP
2
RrH 0
NOTES
_ - BY OTHERS _
5/B•X 3/4-FORD METER YOKE
VIM T2TW 4133G
R Bl
B
V
l
B
Y
f
O°E
?
DE R/N
TYPICAL WATER SERVICE -1 TYPE B"

_ BY OTHERS
/CORPORATION WcK
TYPICAL PROPERTY IRON

AST IR4 METER BOX
BY OTHERS
DO LE STRAP BRONZE
al SWTH-BLAIR OF REOLYRE01313- IO IP09-000
1. ALL WATER SERVICES SHALL HAVE A MIN. COVER OF 36'
2.TOP OF INSTALLED METER BOX SHALL BE FLUSH W/THE FINISH GRADE
3. ALL WATER SERVICE LINES SHALL BE INSPECTED BY THE CITY'S
INSPECTOR PRIOR TO BACKFILL
n/ ? w
I / >o
_A m
°- THIS DRAWING CONTAINS PROP7ETARY INFORMATION TY OF HENDERSON MAT'L REV.
C' AND IS SUBMITTED SUBJECT TO RETURN UPON RL'OUEST,
m AND UPON THE EXPRESS CONDITION THAT THE 5 _
m m m INFORMATION CONTAINED HEREIN WILL NOT BE ESCRIPTION FINISH
Far USED DIRECTLY OR INDIRECTLY IN ANY WAY BLOW OFF PUuDETAIL FOR
_ DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDERSON n?An In DWN/DATE TILL 4/22/02
VALVE BOX COVER
PAVEMENT / \ O
0 \\\ 2 ? 4• MIN.
TAMPED BACKFILL
y
?g
0
VALVE BOX ffTHREADE0 COUPLING
THRUST COLLAR SEE DWG. NO. 114-A\ W/CAP
SEE DWG. NO. I15-AA / \\
2' NIPPLE (BRASS' J
./- 6' LONG 7?

LJ
MECHANICAL PLUG OR ' CONCRETE BLOCKING
LL 2.0' VLVE \-2.0' BRASS MINIMUM
-
'

SLIP JOINT PLUG WITH 'IRON BODY' 36.0
NIPPLE
BRASS 2.0
A LOCKING GLAND
TAMPED BACKF
NOTE
1. FOR MAINS 8.0' AND LARGER,
A FIRE HYDRANT SHALL BE
PLACED AT THE END OF THE
MAIN
A2. IN NON-PAVED AREAS,CONCRETE
COLLARS SHALL BE INSTALLED
REV, DRAWING NO.
_ 5_gwW -
>z
o -° THIS DRAWING CONTAINS PROPIETARY INFORMATION ITY OF HENDERSON MAT'L REV.

Hn m AND IS SUBMITTED SUBJECT TD RETURN UPON REQU EST.

_ AND UPON THE EXPRESS CONDITION THAT THE
INFORMATION CONTAINED HEREIN WILL NOT BE ESCRIPTION FINISH 14 -A
-
USED DIRECTLY OR INDIRECTLY IN ANY WAY
DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDERSON
STANDARD VALVE BOX INSTALLATION
OWN/DATE TILL 5/17/02
A

-1
5 ?/
Ls?
1 112- OR 2.(?
5'3/4•-?
T.a

VARIABLE B.a
6-I/2
1
3/A
o-v4' COMPLETE BOX

BOTTOM SECTION VARIABLE
m DIMENSIONS IN INCHES
LENGTH
TOP BOTTOM
10 IS
0 24
16 24
6-5 B' 16 36
7-1/B' 26 36
H Np
F? TOP SECTION 26 48
26 60
REV. AWING NO. i
RIM r I _ A wo

z °- THIS DRAWING CONTAINS PROPIETARY INFORMATION QTY OF HENDERSON MWT'L REV.
°- v m AND IS SUBMITTED SUBJECT TO RETURN UPON REOU EST,

m
m AND UPON THE EXPRESS CONDITION THAT THE
INFORMATION CONTAINED HEREIN WILL NOT BE
ESCRIPTION
FINISH r
I 15-
AA

yr ar
_ m USED DIRECTLY OR INDIRECTLY IN ANY WAY
DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDERSON
THRUST COLLAR WITH VALUE
OWN/DATE TLL 4/22/02
2oa

??
ma
mo
n
-o N
1/2' AR
nm
o mN

Z
O
O m O'

' 1-p
2 .0 m
f
4''0'
077 CD -UTc tDD f?*1 °
OOH 2A?-2 NZ N
DOd mm DOr-CX
-4 N D In Z O r-x D m

i n
>>
9 z
0 n
O?m DrnZ'?m 4,A A ° z
mr'
IO
Z ° OD n?'61Z
CO?m 'amn Nc) I x
n
0
?N OD VImm-{ o
C, MO :+
N r mZ Zm o PIPE 00.
m
+n ? ° m
m a

f EiVq a
o
q
0 y
2
R REV. RAWING NO. z
rti A - I5-AA "°
--
PREPARED IN THE OFFICE OF: CLIENT: ,`?P ???O+pV, NOV 2003 PROJECT:
Kimley-Horn NORTH PARK ASSOCIATES, INC. c'?p
M : NORTH PARK DRIVE
This document, rv"m °?? ? oBAHBY
t, together with the concepts designs and hich presented herein, as an . Instrument of service. IS and Associates Inc. f(1' JJF
Intended only t for the spe with purport enM client t for r which It Ii was prepared. -H of and Improper v` rcsldfB er:
sehollDe without on Baeility to nimley Normand nssoci°tes, inc.oOd adoption or KimleyHor orn and Associates, Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 UTILITY DETAILS ?irr;?fy I•MOppJBP Aruam RBrBRBx¢rxES: 4oe Mae6w SHEET MaaER,
Copyright Kimley-Horn and Associotes,Inc.,2003 PHONE: [phone] FAX; [phone] vu. uB? JWM 012288001 C17
OF H ENOF
^r
z
RTH 0??
W
NOTE: NO ENCASEMENT REQUIRED FOR
SPACE GREATER THAN 12'

CLASS '9'CONCRETE
FULL TRENCH WIDTH
(SEE NOTE)
PROPOSED EXIST
PIPE

° PIPELINE
p p
e
MIN 6' MIN
" M
'

°
12' MAX

a A
L2
12
MAX
EXIST PROPO SED
PIPE { PIPELI N
I' THICK COMPRESSIBLE
MiM JFILLER MATERIAL
I PROPOSED PIPELINE OVER EXIST PIPE PROPOSED PIPELINE UNDER EXIST PIPE
TYPICAL PIPE SUPPORT
i
o ?2 THIS DRAWING CONTAINS PROPIETARY INFORMATION ITY OF IENDERSON Mpi•L REV.
m AND IS SUBMITTED SUBJECT RETURN UPON R?Ol1EET,
v ------
TAINE CONDITION THAT THE
INFORMATION UPON THE EXPRESS
m USED DIRECTLYONOORRAIINDDDIRECTLY IN ZANY WAYE ESCRIPTION FINISH
PRECAST DROP SANITARY
DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDERSON OWN/DATE TILL 5/14/02
SEWER MANHOLE
C.I. MAWdOLE A COVER
PAVEI.ENT
I' CORB SEE OWO.NO. 100
PER COURSE
0

Ir
RADIUS °
`•'AC '' WV STEPS\
•
•
O C
0 IE' . 2
- 6
SEE DWG.
B? N0. 100-A

VAR IES o
FORMED ST U.
'
00 POURED BOIIf PAE-C/si
CONCRETE , BLOCK
I CONC. PILL
TM PORTION OF
PIPE SUPPORT
MAY 8E OF CONC.
OR &RIC% I2
m e e m e

PIPE S,1101i •< BARS a 12' O.C. E.W.
SECTION 'A'-'A'

P A?F
9

REV 41RAWING NO
2
RT H ? O 3 o
k
iD BACKFIL
iACWFILL
IND MATERIAL
HAN 2!
W
.D BALI
RxK
IACKFILL
OR CRUSHED
B PIPE OD.
PE (MIN. 6)
7F 05VER
'IPE.
W
TYPE B BEDDING
L BACKFI L
?ACXFILL
(NO MATERIAL.
HAN 2')
STONE - 118 PIPE
PIPE (MIN. V)
10 PIPE MIDPOINT
i ADDED DETAIL 103 1 11-25-03 JWM KFC PREPARED IN THE OFFICE OF: CLIENT: ?p CA.fp w NOV 2003 PROJECT:
Kimley-Horn NORTH PARK ASSOCIATES, INC. ?r`yp45`tSS/'
"': NORTH PARK DRIVE
DAM CRAM Br: CIECXEO Bri : q4M BY:
024136
ly for the with the concepts designs and presented herein, as an . Instrument o service. Is and AssociatesS Inc. ' : JJP
This is document,
T`•`,?NCINE?p' ??? °EAde° °9
mhe without purpose and client n and It tt was prepared. Rouse of and Improper
reliance only tliance on This document nt without ut written authorization far
uthori2aflon d adoption by Klmey-Horn and Associates. inc. UTILITY DETAILS
shaube without liability to Klmley-Horn and Asscctates,Inc. P.O, BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 'ryti?f? W'MpOpww pcnm Jn ATII a P30x0Wi ILE. ,ae MAece SHEET xrarn
GDCrnght Klroey-xorn and Associates, Inc., E007 PHONE: [phone] FAX: [phone] SEAL; "uuun." JWM 012288001 CIs
TYPE A BEDDING
IN EARTH
TYPE A BEDDING
IN ROCK
IN
CONSTRUCTION SCHEDULE
VEGETATIVE PLAN
OUTLET STABILIZATION STRUCTURE DETAIL
1.OMaln a land disturbing permit. Schedule a pre-muirutIon
maference With the City of Henderson Engineering Oeparlmant.
P- The Contractor s/d/mrdfnofe erasion cadroi with ~ site
Catrcctors in the event IndNldu l Ow are denigted or started
durlrg utift and dreet mdructfm
-1 Inddl gravel construction pdd,twWary dlversim &IN fast
sedim rt traps or otter m marw as shown on he yore. Char
or# as noomsmy to Install them devices. Seed lagrornry,
dharsiow,borms and basins lmmed/dety after construction.
4. Call the Cf/y of Henderson Englnn'Ing Deports rt for an
ms'te Irepedlm
5 Begin deerlng and gruW g. Mahtaln devices as needed.
Rough grade eft
& Install &arm sewr,and protect Idefs with bloat and gravel
Inlet oxtNamollmrthapaor other approved neasum as
shown on the plans.
7. Sfabfitze site as areas are &-mo up to flrtsieo grade with
mglaNmpovrng,dItch lin'rgs,etc Seed and mdel denuded
arow whNn fifteen (15) dogs of maptetnon of my vase of
mretrud/m
8. Whn ardructkn Is mapcete and all draw are stabilized
aWW*.,call the Chy of Henderson Engineering DmarmeN
for frsped/m
9. N ells Is appusd.renove twWary dfvrslano, silt fence,
aedlmrt bashs,efo.ad seed out or stoblitze my resulting
Mere areas. A/prndnrt orosW mltrd de'low, slould now
be Installed.
IO. When vegetation fns becom ewtablIshed,call for a final
site Inspection by the Cly of Ha dersn Engle ring Departnrt.
MAINTENANCE PLAN
I. The Contractor shell chat all rodon and sadlment
co," practical for swily and operation fdlwirg mry
runoff producing rainfall but In no rose less than once awy
womtAry' rmded repairs will be made Inmatlday by Nor
Contractor to maintain all pradlms as dewlWW
2 The Contractor shall rwwm sedfmrt frm the sedlmrt
hap Ord Mock and INet prdrtlon device when storage
wWdYy Ins been approxlmaley 50Y, fllW Gravel will be
deansd or replaced when the sed/aart pool no IWW
drains prop".
3. The Contractor sall remove sednnert from behind the
adlmrf free when N bw mes 05 fed deep at the
fray The sedimnt fare will be reWpred as necessary
to maidaln a barrier.
4. The Contractor shall fe'fplfzerowed as reowsnry,ad
mach ail seeded areas according to speciffmNors In he
vagdoNro pion to malNaln a vigaausdaee vegdalhe
cover.
5 The Contractor shallpwide grmM carer on expeed
slops whNn 15 waking days or 30 calendar days
(wNdlaw Is shorter) following mpdethon of alt phase
of groding.Permarent ground cover Is to be provided for
all disturbed aeon wMtn 60 m'erdar dogs following
oonpwan, or m'e7rutlan
GRASS-LINED CHANNELS
CONSTRUCTION SPECIFICATIONS
I. R670M alt trees, &US4Shmps,and otter objedlowNe material
from the faundailrm ored and dispose of propry.
2 Excavale the channel and shope It to heal lines and dimensions
shin on fit alms plus v 02-ft dead around the dere!primeter
to allow fa king during seedbed pre/mahons and sad buildup
3. Rmave and p'merN disperse of all excess sell so if& surface
wafer may' eta' the damW freay.
4. Tie pia ordure used to eetabllsh gross In the dead will depend
?m the aaerNy' of the mMlHas and salrt/m of gpeo'es Pidrl
tM cfarrec'wlm match Or s tarmaay I1nr sdfhderth wNhiand
amdpated velocities daring he eshblISIll pr10d.
MA
During INTENANCE gr Inal
moly ra rtdl l grass 15 od. laredaaprWical ?y s ? aleat cho WrdeotRdhromyheavyrditdts'rt.Immdralmy
mate repairs his parNaAay illpatant to deot the, davel
stet and all road crossings for bast dablllly and ahderce of
Piping or scour 100m Rml all sigrdflcdnt sedlment ammWall
to maldaln he deigned mriyln9 ropddfy. Keep the grass In a
IBM viga'au codMan of all tames slnro NIs the primary erosion
prdafim for its channel.
SEEDING SCHEWLE
Shvlders,Slde Dhdvs,Slom, f3d1
Daft Type Plating, Rah
Au l??I Tm/Fescue f20f loose
Ma-1 Apr.15 To F-eaalel 20 ?01cm
qqaa5-Jus/5 tmW Dn"m Berm,dogrow 12 Ibslacre
Jun15-Aq.l5 Tall Fes" 60lbsloae
& srwrhp Ynldm 35 Ibslamm
or Saphm-Sudan IWIds m 30 lb&l=v
siwas (3910 29)
mar. /-JumI Srl Lespedeza (soo fled) 50 Nslacm
fYa.l-kr.15) Ala Tm'I Fssae 60 lMlaae
(mar. 30) or Add Weedng bovegrms 5 lbslare
(Mord-JLA30) or Add Huulllleedd Comm Bermdagram 8 hbe/oae
Jml-Sop/ Tall Fescuem so lbelare
a Sayre MSWon fyb Ids m bso
3 0 l
l ae
Sept-Mr.l 3
Serhea lmmedeza
foNatledvnsw71ed1 70 ibelocre
(Ncvd-Mr.l) ?alAbru fu Rye 2 25 5 lballae
Camit Cmsrvation Engineer or Shc Cmservdlon Service
fa addMmalIdrmdlan concerning ashen otherrothat for
vgddlm of denuded areas. The above vegetwon rates are
None Which do wall Under lad condhlae: other swalng rate
madcehms are posslde.
-TwWary - Reseed according to apNmm season for
desired permaal wegsRll/m. bb not alkw AV*Wory cover to
grow over 12 lanes In height before mowdfg,dhrwtaefesu
ow be shaded out.
SEEDING SPECIFICATIONS
D Ater rough grading Is completed, hill ad1ln areas to be
seeded and planted to a daplh of six Inctm
2J AA* aprfcrdral Nm,fertilrzer,and auperpMmfda to
dlshabed areas to be vegaill
97 ftfloestmell= p.ft.(2 tons/Gov
35 Ibs./0-10-0 ferBNzer/W0 sq.ft(1500 Ibs/aae)
40 Ibs507 stprphayoW1000 sq.ft(1750 Ibs/min
3) sat Mrierts lab srl to a del of six Inches until
surface Is uniform and free of large dirt dads.
4) Seeding permanent gra=
3D IbsKY 31 fallfesae./ICGV sq.ft. 1130 Ibbelrrd during
February 5 tfrwo May 15 or August 15 Nragh
Naventlar /a
-OR-
3D lb&KY-31 tall fescue and 20 lbsannual lyegrass/1000
sq tdurlrg Nawnber 15 through Fmbrumy /5
5) Mulder seeded oroo with smll grain shay at 90 W11000
spft.(2 hmlaael. Spread uniformy. AproxinialW12
of ground surface should be visible to add Nocking
s nligN to eeediings. On oreas where the ground
surface equals or exceeds a 3d skp%md In the Inverts
of all drainage avobs,took n tch with dsloW radslm
at a rate of 150 gdlms amdsion per ton of straw.
6) Mulch around sh blWy and trees with yon straw to depth
or 3 Imps.
7) Teegorry cover
ID Ibe.brwn hp m'lld/K100 sq. ft. May through AVtW ?-'L
-OR-
ID tbs.. annual ryegrwsl1000 s. ft. August 25 through April.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE ENTRANCE/EXIT
DETAIL A
Wl=
A
L
Toll wand < 05 Do
0
0 0 T
p 0
o :I
FMer Fabric
Section A-A
D, +Lo
Plpe Outlet TO Flat Area
With No 0.MTned Ctdnnot P/pe Outlet to Well-Defined Channel
+o'
CONSTRUCTION SPECIFICATIONS
L Ensure that the su0grade for the f1Ner and Nprap follows the required lines and arks dawn & A/ rop muy be field alma or rough quarry afire. N aKWd be Mrd,angWar,
In its pion Camel ay fill reprfred In tie Np1Yy weatler-rom'stad and well graded.
• adgroh to fit deasiy of fie sarowd/rrgg undisturbed
'.. ..' ..' ', . .. mderlai. law teat In the scogrode on undisturbed sail mdy also be filled ty Increasing fie 7. Construct the apron on zero grade with no awfall at the end. Make the hp of the
• . • ' • rlprap tHoYneea. riprop at he downstream end led with the receiving area or sligtly below N.
PUBLIC A It' NJN y oNgred with He receiving ahealr and prdraAy'
ROPD , .c w.'i aN? (r4G, Sjr ?. • v • The rfprop and gravel fllhr mist cofam to Ita specified grading llmhs shown on the plans S. Ensure that tie oprar ha
• . • . • stralgN fMngl'pd7a h1gi N a ogee Is needed to fin site wndNlma,ybue Bin
•'.. w.;'A.; e.;'v,;'A.; 3.F1NerdaNkwhenused. nrslmeat dad repdretertsandbe poperybrdriedfrom the upperseXon dtitorm
pundfng or fearing dial laddlaflai r aW coinage by reewrrgrtthhe r1op and
P'ad f/her daM should 9. Imnedlday after axairus7lmsfaA'flm oft dlahuMd areas with vegetation.
as P" dt I fact. is "-Ved rgd o the ro
Ne
4 Rlpap may be placed by etvlpnerl,Mf fake care to add danayr9 the flair. MAINTENANCE
PLAN VIEW p'ap o hazy rat
5 The WNmJm th'etllee6 of the rlprp should be I5 Nmw its max/mAe 0" diameter. pNpw ? rlprles structural ace often If asses Me ? dIf any islodged. lot*
make all needed repairs to prevent further dmapa
DIVERSION RIDGE NEW CONSDRUCnON
PUBLIC 15' 15'
ROAD
6' MIN -
GEOTExTIIE
CROSS SECTION FABRIC
CONSTRUCTION SPECIFICATIONS
1. Clear the entrance and exit area of all wegehtfmrocfs,
ad char objadlonade ma/erld and propery grade It.
2 Place the grad to its spedfra grade and dlmmslo s
shown on the yans,o d moah It.
I Provide drat ?cges to carry water to a m loo ttrap or
other wffaNe oul t.
4. Use tote fabrics because they lnprale stabift
of the omdahon In locations subject to seepage or high
water table.
MAINTENANCE
Maintain the grad pad In a madmen ta ~ mud or
sedlmrtfrom having tie mWrudlm sft This may
InstallatI m Add arms In public roads
and sfegp slopes. RMale all rogafaffm
and dim orb ellaade m atel from the
Foundation area Grade and awn
foundation for post" drafnagm
N the slope (ward the rood exceeds 27.
construct a Hdge.6 to 8 bales high with
3d side skpw. across tie fomdathon
to pert X15 way from the pubic rood.
era porlodlc hpdramIng with 2-Inch Mote After each
rfall,Inspect my structure used to hap sedhnerf and
dean ft out as necessary. Immdlahy rm" all
objectionable note'ials sp'lled,wadsd,a tracked onto
public roadways.
MULCHING DETAIL & SPECIFICATIONS
DETAIL B
La
WI =
A A
W2=Do+0.4ha
SLOPE 112 -4 OR FLATTER
TdMMr > 05 Da
0 0 0
H Cp0
0
Filter Fabric
Section A-A
H = Rlp Rap to Tp d Plpe /Max.N = D + Tl
T= 23'C/aaa B Pop RaµUNeea DYerwfee Shmvn On Plans
T- 12-Class A Rip Rop, Unless Otherwise Shown On Plans
arlap
Jo'n strips by anchoring
and overlapping.
In dordWAra'I out strips of nothing parallel to the
direction of flaw and over ft pro*" adct
CONSTRUCTION SPECIFICATIONS INSTALLATION OF NETTING AND MATTING
FIBERGLASS ROVING PrcdLes dedgfed to catra'rcdon should be IW&Ied In aa'.ardarm
FDberPims roving Is woad Into a cylindrical pockage so that N can be with manufacturer's Insfractim ft mats datd-lyov product used
collnlausy wMdravn fran the center using 0 maKreaaed air ejetr, as a protedhe mom &In& provide cover of of Mast 3OX of the
Roving expada Into a and or glass fibers as hcrfats the sail s rrom surface where it Is a pled. Installation Is Illustrated Wow.
his often used over a draw mwkh" nRet dill be looted wthh asgvN.
Spread ralrg ur formy over fit area of a rate of 025 to 0.35 1. Ropy Itm WItzer ad send before laying the not or mat. If
Ib/sq yd. Astor with aspho't rmmd/aW after apoffoal of a meP9eae nothing Is und,/rme may be Incorporated before Installing
rah of 025 to 0.35 rWsq yd. the net and frhlrzr and seed sprayed on afterward.
?- Start
the hot
pt
and uadl N
channimi
or
slope
m of the
l
r
f
As a channel Ildfg, and of otter sff w of arortrahed flow. He roving on ft the
down fhe
ade.
Also
salt
g
on
but
without
ndNto Idy a'
nl rued be further anchored to prevwt unteretNug. It may be secured wrlftles-d not stretol
with stakes placed at INe'wls no greater than /0 ft alag ft J. To secure fit het, bury the upsfape end In a slot or trench no has
dralmgewq.and rand** hra~ Its wrdHL but not mare than thin 6 Inches dMoww with sell and fag f1r* Staple He not
Kl ft apart. As an option to staking, He roving can be burled to a @my 12 Inches oarm the top and and every 3 N around he edgm
death OF 5 Inches at the upgrade end and at Intervals OF 50 ft chug and Daunt where 2 strips of not are laid side by side, the adjaert
tie lrgm OF tee dead. edges shNd be overlapped 3 Inches and stapled hogethr. Each
strip of netting shad also be dapled down he dvder,aery 3 ft
NETS AND MATS Da net stretch he not when; W*Ing stayer
aids akve greraiy provide If a mWsture conserve/on broths and 4. To join two striMcut a fraM to anchor the and of the rev net.
a* II~ eat/on prdedlm Therefo flW are usudy used In Overlap the and of He previcas roll 18 lndem,as shown below. a and
conjunction with an agate mtch such as straw staple every 12 [now "below the anchor slot
.
Except when wood fiber slurry Is used.MNrq s'hlld allways be
Instolled over he mulch Woad fiber may be sprayed on tap of an MANTENANCE
Installed not. Inspeddl adder perhadhmly,and after rainstorms to dmO for rill

Mafe.lnotdmg 'exm'al°r (wood flbr)MaAotsae considered!
prahdNe mtdw and may be used Woman erodible satlsand mdhfadfmor failure. Where erosion Is o vserved,appy
ercef addNfoml mNCh X wasted aoalrepair ft e slope ode rowed,
and rdlWalrmdcheatlnue Inspedfas udll on is fir*
during all tams of the year. Place the and ff g In firm roetaatwith odadfeled.
the oil and staple mourey.
PREPARED IN TH E OFFICE OF; CLIENT: eaenawyrr
0" kk CAto NOV 2003 PROJECT:

Kimley-Horn
NORTH PARK ASSOCIATES, INC. y
ce°%'ess'i`+?+'•
,
:- NORTH PARK DRIVE

Al ??.
This do
In
cument, together with the concepts and
s Presented h
os
strument of
r "W .Y
.."[a.. IS a??oe, and Associates Inc. ??a6
'. „?I•II? •
JJP
-JJ
p-pa
1 Far
.
ts Dy Rimieyeeorn a sof rd sociates, Inc
ti
nnt without wrritten outnor!z
relialced on lths docum
nn and ado EROSION CONTROL DETAILS ?NEE?late•'
^,r oESCrm er,
.
e
o
o
p
shall be
Copyright tK!mley-Hoorntand assooolotes,I-r2oo3c!ates, Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone] „
A''N?u,Wi,MDw??
SEAL, JJP
pEVEaBY`
JWM
rrrrq[n ?eexa rxas,
I?T
012288001 C19
171

TEMPORARY SEDIMENT TRAP DETAIL
STRUCTURAL STOW OVERFILL 6'
FOR SETTLEMENT
DESIGN
NOTES. SETTLED TOP
tw Mm

-
STRUCTURAL STONE SHALL BE STONE
FOR EROSION CONTROL CLASS 'B' AND
$ '
'
SHALL BE PAID FOR AT THE CONTRACT
51 FILL
' EMERGENCY BY-PASS 6
UNIT PRICE PER TON
STONE FOR
EROSION CONTROL CLASS 'B.
:L ' BELOW SETTLED TOP OF DAM
WEIR LENGTH
SEDIMENT CONTROL STONE SHALL BE NO 5 OR PLUS 5 FEET
NO. 57 STONE AND SHALL BE PAID FOR AT THE
CONTRACT UNIT PRICE PER TON SEDIMENT CONTROL
FOR POOR DEFINED CHANNELS NATURAL GROUND
STONE.' DRAINAGE AREA WEIR LENGTH
CROSS SECTION (ACRES) (FT)
DIKE MAY EXTEND ALM MORE THAN ONE SIDE OF
THE TRAP AREA A TOTAL SEDIMENT STORAGE / 4D
VOLUME OF 1800 CUBIC FEET PER ACRE OF DISTURBED 2 BD
AREA SHOULD BE PROVIDED. SOME OF THE REOWRED J 8D
VOLUME MAY BE PROVIDED BY OTHER UP OR 4 IOD
DOWNSTREAM CONTROLS. AN UNDERLAY OF 5 120
STPoATURAL STONE WITH FILTER FABRIC MAY
BE REQUIRED BY THE ENGINEER PAYMENT SHAT.
BE MADE AT THE CONTRACT BID UNIT PRICE
PER SOLIARE YARD
8. Material used In tie stare section slwld be a well-graded mxlure of stone
with a d5o size or 9 motes (doss 8 arwIan oartrd stare Is recampded) and
a saxbum stone size of 14 Inches. Tle store may be . no paced and the
smvlbr stags waked Into the voids or the larger stores. The shoe should be
hard.ogu'athat the r,and Ng* ywypeather-resistant.
of flhandur red until atabbecadlNan?onrmatlndB ? are a" OM vdc? Is ft
ap?p"edppb for the receiving shedm Keep the adaps or the atae alkf a>xdlar
fi wtih He aurraadlng grand and slnle }(e cads- to avYlne He aAflow
ream.
/a prat bypass to natural. stable areas. Larch b)pms aAMs se
the flow will not map the erbontaad.
III.
and brow f the and ?Ir? d ftr c above the sedIffeno' pad
12 Shay tie distance from the hp of the spNwmy to He nolmert deawf
level (one-oW tie design dwW on the pan and mark N In the Field.
MAINTENANCE
Irw?aed laagaary sediment htW after wade }arlod d sWlcat ralddL Remove
imern and resiae He trap to ft crIgIna d1AwWats wtan We sed1ment has
accumu epth removed ?th deatgndedd l dWgn darea add rreepaae?ne?mh N?notsd?ds
the grave' facing.
Check the structure for damage from a orlon or d PerlmlovlN dear the
dedb of the splAray to ens vree It Is a m'mlmrm IS ft bda Me law point of

7. Construct tie mWnimm flrdshd stone aphMoy bottom width as darn on the He mbanLtmed. Iteedlaty f6r any sdNema?d the emortmatof srighty
above desgn grade Any ri/rop displaced from ft WlhvW met be rga'ered
panmwffh 229 side chose exAWV to the top or the war filled mboatmeM.
Nl
k
f H
id
th
ll
M
t
t
t
i
i
f
11 ti
1 Immdlatdr.
e
c
n om o
es N
e spi
way a
s
ruc
ure a
a m
n
mum o
E s
?J7.1
Se.TIN weir must be lad and inxeed to grade to aspire
i #Yar all sedlmrhprodudng areas have been perm M AtdN stabilized. rem" He
t
M th
1
S
ith th
d
i
i
ll
&
bk
gn wpady.
des
.
?
ma
n=
e areamd w
e a
jo
n
ng
a
areas and a a
stabilizeur
TEMPORARY DIVERSION DITCH DETAIL
COMPACTED SOIL
--?? 2'MINIMUM ??---
HAY
r-s DEWATERAG
MINIMUM
BTYPICAL -,?~-
CONSTRUCTION SPECIFICATIONS
1. Clear, and strip the area under the embankment of all wgeaNm and
rat RSanm dl surface adl containing high amounts of agavie matter
and to or of or W pgwy. Haar all objectionable material to He
2 Enure that flit material for the emba/Rnet Is free or roofs, woody ratio"
apartc matM,and otter objeclnacble material. Place tie flit In lifts nndot to
Grand 9 Inches and aorNne compact It Over fill the ms7antrmrd 6 Inches to
blow for settlement.
3 Construct between H e Npprap ? and tie section In fro n ping ty Protect Filter fabric a kW*W
aldf tech between the ripap structure and the sail. and the ? fabric ahM ddw to Atprop e top d?tteL ? the fabric across
- exomatsgaukpe)tiwgv trech s*V ffae ca ter lro of tie spbway Foundation
=2 It asap and 2 to the with Id sid dam. ie trench should be of skpas.
4. Clear the pad area below the alwalfnm of the aeAd "a ,;,,.w to fod7Wde
sedimentdeaour.
5. All cut and fill skpms shuts be Zia ft~..
& Ensure W the etas (drd section of the amdantmwt has a minimum
bddMom wi mac non side shoes of 1.4 that extend to He bottom vw section.
TIONAL Vi
CONSTRUCTION SPECIFICAFMS - ??
1. Rain" and papery dispose of all tras,brushshmps,and other mJaYlaedo MORICW.
2 Ensure that NO Mdmm constructed area section meals all design repiramde
J. Ensure that tie oar d the dike Is not lower at ay pdd than tie design elevation plus NO specified adNanal.
4. Provide sdfldat room arad dhandons to prnM m chine regrading and abrmd.
S Vegetate tie ridge Immedaley after aaaetruedaur ees it will remain !n pace less than 30 waking days.
6. Use *Wory liner where noted on pans
MAINTENANCE -
Insped helm-ary dAmrsias axe a week and after every rdnfarl, immadId* remove
sedimnt frown He flu area and repair the dherdon ridge. Carefully clad' oaths and make
tlmey repairs as needed. When the area protected Is parmonerft stabilized. remove No
ridge and the deneM to blond with tie natural ormnot level and apprrprbhy stabilize It
TEMPORARY SILT FENCE DETAIL
t' ?s?i,>010rWIAEJ?
,MIDGE AND VERBAL WIRES
/F SHALL BE W GAGE MIN.
TOP AND BOFTOM STRAN
SHALL BE IO GNK,£ MIN.
ii
WIRE FILTER FAB
FILTER FABRIC
COMPACTED FILL
I F-91
g 0
I ?
I I
L ,e L? I STEEL POST -
F.=.! I WCOD POST
EXTENSION OF FABRIC AND
WIRE INTO TRENCH
CONSTRUCTION SPECIFICATIONS
MATERIALS
L Use a aydMlc filter fabric or a pervIbus shat or
paypopyMne,ryhn,
pd)ester,or, p*eHktwn yarn, which Is owlffW by the manufodurer a
suppler as axfamhg to the recllremmb sown In the table below.
Sydhetlc f7Wer fabric should arlaJn ulhalold ray NVlMors and stabilizers
to provide a rMdmm of 6 malls of expected usable construction fire
at a Aemperahre rage of O to 127 degrees F.
2 Ensure that posts for sed1ment fenow we either 4-Inch dlamhr pipe.
?-Inch dlamder wk. or 133 Wllnear ft shod with a mhYmum length of 4 ft.
Make sure that steel posts have projections to facll" fashening tie fabric
3. For reinforcement of standard strength filter fabrIaLm wire farce with a
drimxon M gauge and a madman mesh spacing of 6 fnchm
CONSTRUCTIO'
I Construct No sealmd harrIer of standard strength or extra airevgM
sy~c fNhr fabrics.
2 Ensure that the h io d the sWbed face does not exceed 18 Ih9es
above the grand surface. (18gfe- faces Nay inpourd volumes of water
saff7deYh cause fdhre of No structure).
3. Constrict the filter fabric from a continuous roll cut to the length of the
barrier to add Jdds.When Jdnis are ?s?y.searsy fasten the
Filter Cloth nay at a support post with o/abp to to next pest.
BLOCK AND GRAVEL DROP INLET PROTECTION
CONCRETE &DCK
?v
oo-?
2d SLOPE GRA(EL FILTER
>t PREPARED IN TH E OFFICE OF:

Kimley-Horn

8'
?
??,? pew °aAreY ay

i
d A
t

I
inla Document together rkh the concepts and dBBo presented here an Instrument of sBrVI s
Intenc80 only for the speciflo purpose and client for r vhlo was prepared. Pause use o and Improper r
rmmnpe this Do u without written and A and d It It In Ana aaoptlon by by vl KI.imley-NOrn and Assoaiates.ma.
snaeae .1t snout ngbnlty to -Norm and dssoclAt...as,Inc.
Copyright Kimley-Horn anal Assoolatas, inc.. 2003

P.O. BOX 33068 - RALEIGH, NORT
PHONE: [phone] an
ssoc
a
es
H CAROLINA 27636-3068
FAX: [phone]

EMPORARY SEDVENr
nc.
POOL --r
7
SEDIMENT
IIR?II ;ik?I1k?IIl?ll
4. Support sradard shnsv M filter fabric by wire mesh
fostered mo rdy to the uAspro side of the pasts using
heart' duty wireetapB6 at boa} I Inch lag,or ft wires.
ExieM tte wIr mwh support to the bottom of tie trench
5. When a wire mash support Fence Is used, space
pcef o maximum or 8 ft apart support posts should be
%6. seadrey do the ground to a minimum of 18 Inches.
6. Extra she gth fllher fabric with 6-ft put spacing does
nat regldre wire meetr aupoat farce Stapb or wire the
filter fahctc dlrecty ta pmts.
7. Examde a trench rax
4 Inches wide and
pr= 8 Inches deep brag line or pats and
upshpe from ft barrier.
8. BoaMll the teach with compacted sdl or grovel placed
over He Fiver fabric,
A Do not oNach filler fabric to exisHng trees.
MAINTENANCE
Inspect sediment Foram at boat aoe a west and
after each rainfall Mate any required repars /mmdidley.
Should ft e fabric or a sediment to= collapse, tear
decompose or bearne 7nerfedhnreplace W pro Iaty.
Repace burlap every 60 days.
Rem" sedbeh deposits as necamary to provide
adoWde shrage volume for tie red rain and to reduce
pressure nt Fance. Taft care to avavd uderlMning dean"
Remove oil fecIng materials and unstable sa Imed
depos'Is and bring He area to grade and stabilize It offer
the cotrlboting drainage area has been prgmny stabl8zad.

Physim'Prapery RWrmets
FtN-Ing Eff ct-W 657 (rMM
Tensile Strength at Standard Sfrerglrr
20Y (maxJElon(cWon 30 Ib/lin In (min)
Extra Strength-
50 Ib/lin In (m(rd
Slurry Flow Rah 03 gal/sq ft/Ann (MM
WIRE SCREEN
OEWATERIAG
T
IF
1
CLIENT:
NORTH PARK ASSOCIATES, INC.
EROSION CONTROL DETAILS
TEMPORARY CHECK DAM DETAIL
l?
A
tlb6 9
Ann
FJNe'
Fabric
A
CLASS A OR B
EROSION CONTROL
STONE
FIWe' ?S(4o 24mux
Fabric f daedar
Sedlon A-A
CONSTRUCTION SPECIFICATIONS
1. Plow stare to the Ilnes and dimensions shown In the plan on a filter fabric
Foundation.
Ae ardor atone aerflon at least 9 fh lm below natural grand level
J. Extend dastow m odds at leastte 5 ft bb d
the fr ran dutch dbar*s uty to ? overflow, wdar
from uMradNng the the dam as as re-enters ih dmvmet.
4. Sat= between dams to assure that Nn alaMlon at Ate tap of the
lawn dune 75 Nn same as He has ehrdion of He upr dam.
5. Protect tie cannel downstream from the lewd check damcanlderNg
that water will flaw over and around Ate dom.
6 Make sure theft Chanel reach above the mastLp m dam Is stable.
7. Emma thd ahaae'apixuAeranea,pxx7 as anMrr adranras below
check dams are not pnbJed ta damage - bdokage from displaced storm
MAINTENANCE
Inspect deck dons and channels for damage offer each runoff even.
Anticipate mdmergaex and deposit/at above tie debt dam and aroslm
from high flaws around the edges of ft dam. Correct of damage Immedlaf y..
W sIgniflcad anodam mars between dams, Install a prded4v rlprop liner In
not portion of the channel.
Remove sediment accumlahed behind No dams as needeNd to prevent
dada Choto channel VVOWOI% oot damn and pawt ? !Taws Channel from %ng sedlmelawr to
don Add storm to dams as needed to mvlhOn design lelglt and aria sedum .11
ePb1?11CAI0r1.1 uN.OV 2003 PROJECT:
` ps,1'SS(/4.r"-5
StW pwYN BY:
topj 02V36 JJP
?F •F'YC INE•f PW,.? rcswAp en
jJP dI I 1 ?1111W111?o0A' nErX
IF AI dP. JWM
NORTH PARK DRIVE
012288001 I C20
PROFILE SECTION
O?
Xu O
Ln
w
?4
{f Y
r
ri.i
.0O
0D
-G
m
TO
o,?
T m
W `V'+
X OF
y
c
L>
OD i m

' M*.
m ;o Om=?Tm

z
Z mmw
->ow;M
0
J? p o
L ZM pr
?yNm0
? ?
. Q ? GM) z
o
Q ?' MO
mM
x m

4
,1
(-
D
d, m

W

r
r
D
? O
O W
N
W
CM F11 Kimley-Horn
and Associates, Inc. WETLANDS 1401 CROUP
OCT 2 3 2003
October 22, 2003 WATER QUALITY SECTION
Mr. John Dorney
Division of Water Quality
401/Wetlands Unit
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Re: Pre-Construction Notifica<<^n Application
North Park Development
Henderson, North Carolina
Dear Mr. Domey:
We are submitting the following on behalf of our client, North Park Associates,
Inc.:
• Seven copies of the Construction Plans
• Seven copies of the Pre-Construction Notification application form
• $200 check made to Division of Water Quality
Plan sheets C7 through C 11 show the aerial crossing of a gravity sanitary sewer
of an unnamed tributary of Nutbush Creek. We have submitted the attached
materials to the U.S. Army Corps of Engineers. We desire to obtain a
Nationwide Permit No. 12 from the USACE and corresponding 401 Water
Quality Certification for the construction of this crossing. Please review the
attached information for such permit. Please notify me if you require additional
information.
Sincerely,
KIMLEY-HORN & ASSOCIATES, INC.
Jeff Moore, P.E.
Associate
jwm
Enclosures
P,0. Box 33068
Raleigh, North Carolina
27636.3068
¦
TEL [phone]
FAX [phone]
Office Use Only: Form Version May 2002
USACE Action ID No. DWO NY `'
(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: NW
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 WETLANDS /401 GROUP
1. Owner/Applicant Information
Name: North Park Associates, Inc. (Cliff Rogers) OCT 2 3 2003
Mailing Address: 4783 Raleigh Road
Kittrell, NC 27544 WATER QUAP e. Mr4
Telephone Number: 252-492-9385 Fax Number: 252-492-6571
E-mail Address:
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: Jeff Moore PE
Company Affiliation: Kimley-Horn & Associates, Inc.
Mailing Address: P.O. Box 33068
Raleigh NC 27636-3068
Telephone Number: 919-677-2000 Fax Number:-919-677-2050
E-mail Address: [e-mail]
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: North Park Drive
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Vance Nearest Town: Henderson
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Turn from Dabney Drive
(SR 1162) onto Beckford Drive (SR 1165) and North Park is approximately) mile on the
5. Site coordinates, if available (UTM or Lat/Long): See attached sheets
(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): 28.65
7. Nearest body of water (stream/river/sound/ocean/lake): Nutbush Creek
8. River Basin: Roanoke 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/adniin/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: Existing conditions is undeveloped woods and cleared land.
Existing land use is undeveloped.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The project consists of road widening along Beckford Drive and the design and construction
of proposed North Park Drive. The project involves the installation of 1,386 LF of 8" DI
gravity sewer pipe. Equipment used will include trackhoe, backhoe, dump trucks and
loaders.
11. Explain the purpose of the proposed work: To serve the proposed mixed-use North Park
Development.
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.
N/A
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.
N/A
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
Page 7 of 12
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: Mechanized clearing, excavation,
and backfill.
2. Individually list wetland impacts below:
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 http://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: N/A
Total area of wetland impact proposed: N/A
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 Aerial Crossing 30' UT(Nutbush Creek) 10' Intermittent

* 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 intemet sites also allow direct download and printing of USGS maps (e.g., www.tooozone.com,
www.maPguest.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 10'
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbod
(if applicable) y 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
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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
In an effort to balance financial feasibilitv and functionality, the proposed sewer line was
located at the lowest topographic region along the creek. The aerial crossing at this location
allowed the sewer to remain gravity. Impacts were minimized by crossing perpendicular to the
stream crossing.
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
Page 9 of 12
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
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/strmgide.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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Page 10 of 12
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
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
(Neuse), 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 3
2 1.5
Total
* 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.
Page 11 of 12
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.
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.
Existing impervious acreage is zero, proposed impervious acreage is 0.54 acres compared to
28.65 total acreage. Erosion control measures and BMPs will be installed.
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.
See Plans.
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).
lt? L.?A r_1 1 a-14-03
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
bCT-14-03 10:49 AM THE ROGERS GROUP 252 492 6571 P.02
Project: North Perk
Applicant- North Park Associates
Re: Agcnt Authorization Letter
Thia letter is to authorize Jeffrey W. Moore, P.E. of Kimley-Ham &
Associates, Inc. to xt as its agent with regard to the signature of the Pro-
Construction Notification Application Form -for the above referenced
project.
Cuff Rose
North Park Associates
_ /o?( Y-_°3
Dato
,.... '?:. 'd !'T."I
CONSTRUCTION PLANS FOR
NORTH
N
W ?f
VIRGINIA Spr+
NORTH CAROLINA
85
15
,HICKS CROSSROADS 15

PROJECT HARRIS
LEWIS LOCATION CROSSROADS
0 0 GREYSTONE 0
HNITSBORO OJABIEY OCOKESBURY
HORNER ERSON
15 OXFORD
BWiN HE'LERSON 0
CrELOONS MILL
BEAR POND 40
DEXTER
EPSON
0
CLAY
KEARNEY
KITTRELL

NORTH PARK ASSOCIATES, INC.
4783 RALEIGH ROAD
KITTRELL, NC 27544
PHONE: [phone]
FAX: [phone]

INDEX TO SHEETS
Fs DESCRIPTION
CONTACTS
EXISTING OWNER: NORTH PARK ASSOCIATES, INC.
4783 RALEIGH ROAD
KITTRELL, NC 27544
PHONE: [phone]
FAX: [phone]
ATTN: CLIFF ROGERS
DEVELOPER: NORTH PARK ASSOCIATES, INC.
4783 RALEIGH ROAD
KITTRELL, NC 27544
PHONE: [phone]
FAX: [phone]
ATTN: CLIFF ROGERS
CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC.
POST OFFICE BOX 33068
RALEIGH, NC 27636
PHONE: [phone]
FAX: [phone]
ATTN: JEFF W. MOORE, PE
SURVEYORS: BOBBITT SURVEYING
443 DABNEY DRIVE
HENDERSON,NC 27536
PHONE: [phone]
FAX: [phone]
ATTN: GENE BOBBITT,R.L.S.
8
N
0
0
PARK
A DEVELOPMENT BY
PROJECT LOCATION
NTS
DRIVE

N
W +
? s
o a
? ?a Sao
PROJECT
SITE
158 oRtJ?
4f0R0
B?C
85 '
?YJE

9 ?c
a
W
U
2
C?

PREPARED IN THE OFFICE OF:
Kimley-Horn
and Associates, Inc.
P.O.BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3868
PHONE: [phone] FAX: [phone]
PROJECT SITE
NTS
Copyright Kimley-Horn and Associates, Inc., 2003
DATE:
SEPTEMBER 2003
BY
?C??:oF4SSIp•, .
SEA f
024436
fA:
JOB NUMBER:
012288001
Cl TITLE SHEET
C2 GENERAL NOTES
C3-4 EXISTING CONDITIONS PLAN
C5-6 GRADING, DRAINAGE, AND EROSION CONTROL PLAN
C7-8 ROADWAY AND UTILITY PLAN
C9-10 ROADWAY AND UTILITY PROFILE
C11-12 PAVEMENT MARKING AND SIGNAGE PLAN
C13 TRAFFIC CONTROL PLAN
C14 ROADWAY DETAILS
C15-18 UTILITY DETAILS
C19-20 EROSION CONTROL DETAILS
REVISIONS
PIRIDMURT NO. DATE DESCRIPTION
This document, together with the concepts and designs
presented hers, es en iretrvment of n--" is untended
only for the specific purpose and client for which it was
Prepared. Reuse of and improper reliance on this document
without written euth-i-ticn and adaptation by Kimley-Horn
and Associates, Inc. shell be without liability to Kimley-Horn
and Assxietes, Inc.
GENERAL NOTES
1. WORK IN THIS PROJECT SHALL CONFORM TO THESE PLANS, THE LATEST EDITIONS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND BRIDGE SPECIFICATIONS, THE
NCDOT ROAD AND BRIDGE STANDARDS. THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
HANDBOOK. THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS, THE CITY OF HENDERSON
DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS, THE FINAL GEOTECHNCAL REPORT,
AND GENERAL DESIGN STANDARDS. N THE EVENT OF CONFLICT BETWEEN ANY OF THESE
STANDARDS, SPECIFICATIONS, OR PLANS. THE MOST STRINGENT SHALL GOVERN UNLESS OTHERWISE NOTED IN
THESE PLANS. ALL WATER AND SANITARY SEWER SHALL BE CONSTRUCTED AND TESTED TO CONFORM TO
STATE OF NORTH CAROLINA STATE BOARD O HEALTH WATERWORKS AND/OR SEWAGE
REGULATIONS AND THE CITY OF HENDERSON DESIGN AND CONSTRUCTION STANDARDS AND
SPECIFICATIONS.
2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL JOBSITE SAFETY, INCLUDING BUT NOT
LIMITED TO TRENCH SAFETY. DNRMG ALL PHASES OF CONSTRUCTION.
3. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR
IS RESPONSBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR
PRIVATE UTILITIES (SHOWN OR NOT SHOWN)WHICH LIE N OR ADJACENT TO THE
CONSTRUCTION SITE. AT LEAST 48 HORS PRIOR TO ANY OEMOITtON, GRADING, OR CONSTRUCTION ACTIVITY,
TOIL CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA ONE-CALL UTILITIES LOCATION SERVICE
(ULOCO AT 1-800-632-4949 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE
SITE.
4. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES,SIGNS, MANHOLES,
TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES. THE CONTRACTOR
SHALL REPAIR. AT HIS OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING
CONSTRUCTION.
S. TRAFFIC CONTROL ON PUBLIC STREETS 15 THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE N
CONFORMANCE WITH THE TRAFFIC CONTROL PLAN, THE 'MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES; AND AS FURTHER DIRECTED BY CITY AND STATE INSPECTORS.
6. ALL MANUFACTURERS' PRODUCTS SPECIFIED IN THESE PLANS OR USED AS APPROVED ALTERNATES
SHALL BE INSTALLED PER THE MANUFACTURERS' SPECIFICATIONS.
7. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR
ANY INCONSISTENCIES OR AMBIGUITIES N DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY
REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH
INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH
DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S
RISK.
8. CONSTRUCTION STAKEOUT FOR THIS PROJECT SHALL BE PROVIDED BY THE CONTRACTOR, USING A
DIGITAL (CADD) FILE PROVIDED BY THE ENGINEER IF REQUESTED. THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND BETWEEN THE DIGITAL FILE AND THE
CRITICAL STAKING DIMENSIONS SHOWN ON THIS PLAN O.E. PAVEMENT WIDTHS, CURB RADII, BUILDING
SETBACKS. BUILDING FOOTPRINTS, ETC.). ANY MODIFICATIONS MADE BY OTHERS TO THE
DIGITAL FILE PROVIDED BY THE ENGINEER SHALL RENDER IT VOID.
9. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE
CONTRACTOR SHALL ARRANGE THE MEETING WITH THE CITY ENGINEER.
10. THE CONTRACTOR 15 RESPONSIBLE FOR VERIFYING OR OBTAINING ALL REQUIRED PERMITS AND
APPROVAL5 PRIOR TO COMMENCING CONSTRUCTION.
II. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING, UNDERSTANDING, AND COMPLYING WITH ALL
PERMIT CONDITIONS, INCLUDING ALL REQUIRED TESTING, MONITORING, AND
REPORTING.
12. THE FRAMES AND
GAS, AND WIRE UTILITY COVERS SHALL BE ADJUSTED PROPOSED TO DRAINAGE. PROPOSED FINISHED ELEVATIONS
AND SLOPES.
13. ROADWAYS AND BUILDINGS MUST BE CAPABLE OF SUPPORTING FIRE APPARATUS DURING
CONSTRUCTION.
14. SITE BOUNDARY INFORMATION TAKEN FROM SURVEY PREPARED BY BOBBITT SURVEYING P.A.
GRADING
I. REFER TO SHEETS C5 AND C6 FOR CLEARING LIMITS AND TEMPORARY EROSION CONTROL DEVICES TO BE
INSTALLED PRIOR TO COMMENCING CONSTRUCTION.
2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN
AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAFALL. SEEDED AREAS SHALL BE
CHECKED REGULARLY AND SHALL BE WATERED. FERTILIZED, RESEEDED, AND MULCHED AS
NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
3. ALL AREAS SHALL BE GRADED FOR POSITIVE DRANAGE,AND AS SHOWN ON THESE PLANS. THE
CONTRACTOR SMALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTIDN.N
ADDITION TO THE MEASURES SHOWN IN THESE PLANS, THE CONTRACTOR SHALL USE INTERIM SILT
FENCES, DIVERSION DITCHES, BERMS, OR OTHER METHODS AS REQUIRED TO DIRECT DRAINAGE AS
SHOWN ON THESE PLANS, TO BEST UTILIZE THE EROSION CONTROL DEVICES N PLACE AND TO PREVENT
SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR
SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL EROSION, CONSERVATION, AND SILTATION
ORDINANCES. CONTRACTOR SMALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON
COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE ESTABLISHMENT OF A STAND OF GRASS OR
OTHER GROWTH TO PREVENT EROSION.
4. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION
ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO
BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.
5. GRADING CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY
ADJUSTMENTS AND/DR RELOCATIONS.
6. ALL MATERIALS USED FOR BACKFLL SHALL BE FREE OF WOOD, ROOTS, ROCKS. BOULDERS, OR ANY OTHER
NON-COMPATIBLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE
FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE.
7. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE,BACKFLL AROUND DRANAGE
STRUCTURES, OR N UTILITY TRENCHES FOR ANY OTHER DEPRESSION REOURNG FILL OR BACKFILL
SHALL BE COMPACTED TO 957. OF MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR
TEST AS SET OUT N ASTM STANDARD D-1557, THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS
INVOLVING FILLING OR BACKFILLING. SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A
CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED
ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY AND
THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE
LABORATORY.
8. ALL DEMOLITION DEBRIS AND OTHER EXCESS MATERIAL SHALL BE HAULED OFF-SITE AS DIRECTED BY
THE OWNER AND PROPERLY DISPOSED OF.
9. REFERENCE GEOTECHNICAL REPORT FOR BUILDING PAD AND PAVING SUB GRADE INFORMATION.
10. ALL SPOT GRADE ELEVATIONS N CURB AND GUTTER REPRESENT EDP ELEVATIONS.
I I. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND
ROADWAY PROFILES/SUPERELEVATIONS ARE TO RE USED N CASE OF DISCREPANCY.
12. REFER TO ROADWAY PLAN AND PROFILE FOR HORIZONTAL DIMENSIONS.
13. WHERE FILL IS TO BE PLACED ON EXISTING SLOPES STEEPER THAN 4: I, CONTRACTOR SHALL EXCAVATE
BENCHES WITH A MAXIMUM DEPTH OF 3'.
14. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR APPROPRIATE SLOPE
STABILIZATION ON ALL SLOPES STEEPER THAN 311.
15. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR ANY POND/WETLAND
LININGS NECESSARY TO PREVENT PERCOLATION.
16. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR BLASTING ROCK IF BLAST ROCK IS
ENCOUNTERED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL BLASTING
AND SAFETY REQUIREMENTS.
PAVING/CURBING POSED I. WHHERE BEOMADE TOUCORMGTO THETEXISTING HEIGHTSCAND SHAPESS. AND GUTTER, A TRANSITION OF 10'
2. BEFORE ANY EARTHWORK IS DONE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF
PAVEMENT AND OTHER ITEMS ESTABLISHED IN THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL
NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK.
3. ALL PAVEMENT SUB GRADES SHALL BE SCARRED TO A DEPTH OF 8 INCHES AND COMPACTED TO A MINIMUM
DENSITY OF 100 PERCENT O ASTM D-1557 DENSITY AT OPTIMUM MOISTURE CONTENT UNLESS
OTHERWISE SHOWN ON THE CONSTRUCTION PLANS OR AS DIRECTED BY THE GEOTECHNICAL
ENGINEER. FILL SHALL BE PLACED AND COMPACTED IN MAXIMUM S' LIFTS. N AREAS WHERE ROCK IS
ENCOUNTERED AT FINAL SUB GRADE ELEVATION. THE EXPOSED ROCK SHALL BE TOPPED WITH A LEVELING
COURSE OF SANDY CLAY OR CLAYEY SAND RP.I. BETWEEN 4 AND 15) AS NEEDED TO
PROVIDE A SMOOTH SURFACE FOR PAVING.
4. ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS
POINTS IS 1.5 FEET. ALL JOINTS SHALL BE SEALED WITH JONT SEALANT.
5. TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING
IMPROVEMENTS SHALL BE PERFORMED BY AN APPROVED AGENCY FOR TESTING MATERIALS.
THE NOMINATION OF THE TESTING LABORATORY AND THE PAYMENT OF SUCH TESTING
SERVICES SHALL BE MADE BY THE CONTRACTOR. THE OWNER SHALL APPROVE THE
LABORATORY NOMINATED TO DO THE TESTING OF MATERIALS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO SHOW BY STANDARD TESTING PROCEDURES THAT THE
WORK CONSTRUCTED DOES MEET THE REQUIREMENTS OF STATE AND CITY SPECIFICATIONS.
6. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC BILLET STEEL CONFORMING TO ASTM A-615, GRADE
60,AND SHALL BE SUPPORTED BY BAR CHARS.
1. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES ON PUBLIC STREETS SHALL
CONFORM TO MUTCO, NCDOT. AND CITY OF HENDERSON STANDARDS.
S. STALLS, HANDICAPPED PARKING SYMBOLS, AND MISCELLANEOUS SKTRIPING WITHIN PAR INGPLOT AND
AROUND BUILDINGS AS SHOWN ON THE PLANS. ALL PAINT FOR PAVEMENT MARKINGS SHALL ADHERE
TO NCDOT STANDARDS. AND
SHALL 9. AND HANDICAPHE NORTHACAROLINARSTATE BUI DIINGMCODELVOLI I-C ACCESSIBILITY CODE. ADA REQUIREMENTS
LIST OF ROADWAY STANDARD DRAWINGS
THE FOLLOWING ROADWAY STANDARDS AS APPEAR N 'ROADWAY STANDARD DRAWINGS'
HIGHWAY DESIGN BRANCH-10C. DEPARTMENT OF TRANSPORTAT&I-RLLEGH, R.C.
DATED JANUARY 5,2002 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
ARE CONSIDERED A PART OF THESE PLANS.
WATER AND SANITARY SEWER
I. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS SET FORTH BY THE CITY OF
HENDERSON. VANCE COUNTY, AND THE STATE OF NORTH CAROLINA.
2 IN THE EVENT THAT A UTILITY ITEM IS NOT COVERED BY THESE PLANS, THEN THE STANDARDS AND
SPECIFICATIONS CONTAINED IN THE CITY OF HENDERSON HANDBOOK COVERING SUCH ITEMS SHALL
APPLY.
3. WATER SERVICES 3/4-INCH TO 2-INCH SHALL BE TYPE 'K'SOT COPPER. ALL OTHER WATER MAINS,
SERVICES, AND FITTINGS SHALL BE CEMENT-LINED DUCTILE IRON PIPE.
4. GRAVITY SANITARY SEWER MAINS SHALL BE DUCTILE IRON PIPE OR PVC PIPE, AS SPECIFIED IN THESE
PLANS. SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 PVC.
5. TRSYMBOLS SHALL LOCHE O WYE THESE APPROPAATELY REPRESENT BASED ON PIPE DEPTH. ACCESS POINT.
CONTRACTOR L BE
TED IN ACC
CITY 6. MALL ANHOLE"DAMETER SHALSHALL VAR YID CEPENDING ON OPIPENDIA ETER AND DEP}TTH.DERSM STANDARDS.
7. LOCATIONS AND SIZES OF EXISTING PUBLIC AND PRIVATE UTILITIES SHOWN ON THESE PLANS ARE FROM
CITY AND UTILITY COMPANY RECORDS ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD
LOCATING ALL UTILITIES AND FOR DAMAGES RESULTING FROM FAILURE TO DO SO. RECORD
WING
THE 8. TTHE HE LOCATION OF WATER 4 AND SEWERS®SERVICCES?ANDI ANY DEVIATIIONSAFA MS PLOANS MADER? GROWING
CONSTRUCTION. THE ENGINEER WILL PROVIDE THESE RECORD DRAWINGS TO THE CITY OF
MENDER
SON. ALL
AND4EEDNGSGESSARY FOR
AND 9. SITEPLETEUINSTALLATTILITY AOF DIME SHUTILITALL VIDELL PUBLICTPIPE. STRUCTURES.PPURTEN
PRIOR
SHAL INSPECTED BY
THE ALSOLBE PRESENT DURING RTAPPNG. DISINFECTITION. AND TPRESSUREO BEING OF ALL?MANCTOR S. THIET
CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES.
10. WATER MAINS SHALL HAVE A MINIMUM COVER OF 36' BELOW PROPOSED GRADE.
I I. ALL UNDERGROUND UTILITIES AND FIRE HYDRANTS MUST BE FUNCTIONALLY APPROVED PRIOR TO
STORM DRAINAGE
1. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE
HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL UTILITIES
CROSSING THE STORM SEWER.
2. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY
FOR COMPLETE INSTALLATION OF THE STORM SEWER.
3. THE INSPECTOR SHALL INSPECT ALL 'PUBLIC' CONSTRUCTION. THE CONTRACTOR'S BID PRICE
SHALL INCLUDE ALL INSPECTION FEES.
4. ALL RCP SEWER MAINS AND LATERALS SHALL BE MINIMUM CLASS IIIREINFORCED CONCRETE PRE
UNLESS OTHERWISE NOTED.
5. ALL PVC PRE USED IN DRAINAGE SYSTEM SHALL BE MINIMUM SDR-35 OR APPROVED
EQUAL.
6. ALL HOPE PIPE USED IN DRAINAGE SYSTEM SHALL BE ADS N-12 OR APPROVED EQUAL.
7. ALL PVC TO RCP CONNECTIONS SHALL BE CONSTRUCTED WITH CONCRETE COLLARS.
B. THE LOCATIONS OF STORM SEWER STRUCTURES SHOWN ON THESE PLANS (AND PROVIDED IN ASSOCIATED
CARD FLESH ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE ALL CURB INLET STRUCTURES SUCH
THAT INLET TOPS ALIGN HORIZONTALLY WITH PROPOSED CURB LOCATIONS (PER DETAIL.
F PROVIDED). WHERE PROPOSED STORM SEWER PIPING TIE TO EXISTING STRUCTURES, PRES.
SWALES, ETC., THE CONTRACTOR SHALL FIELD ADJUST PROPOSED STORM SEWERS TO MATCH THE
LOCATIONS OF THESE EXISTING FEATURES.
STD NO DESCRIPTION
200.02 METHOD OF CLEARING - METHOD 1
22502 GLADE FOR GRADING SLBORADE - SECONDARY AND LOCAL
225.04 METHOD OF OBTAIM SIREAELEVATDN - TWO LANE PAVEMENT
300.0 METHOD OF PPE INSTALLATION - METHOD 'A'
3" DRIVEWAY PPE CONSTRICTION
560.0 METHOD OF SHOULDER CON51RIxT10N - HIGH SUE OF SUPERELEVATGN GAVE - METHOD 1
651,0 PAVEMENT REPAIRS
700.05 TYING PROPOSED PAVEMENT TO EIOSTNNG
B48J04 STREET TUNOUT
676.02 GLUE FOR RP RAP AT PIPE OUTLETS
MO01 WOK ZONE ADVANCE WARNING SAS
POL02 TEMPORARY LANE CLOSURES
BOL04 TEMPORARY SHOULDER CLOSURES
IOLOS WORK ZONE VEHICLE ACCESSES
IDJI TRAFFIC CONTROL DESIGN TABLES
110.01 STATIONARY WORK ZONE SIGNS - MOUNTING HEIGHT AND LATERAL CLEARANCE
90.02 PORTABLE WORK ZONE SUNS - MOUNTING HEIGHT AND LATERAL CLEARANCE
130.01 DRUMS
1]5.01 COMES
145.0 BARRICADES - TYPE 6KA AND PERMANENT
80.0 FLACGERS
1205.0 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
205.02 PAVEMENT MARKINGS - DIVIDED AND UNDIVIDED ROADWAYS
205.04 PAVEMENT MARKINGS - INTERSECTIONS
21D5.05 PAVEMENT MARKINGS - TUN LANES
205.06 PAVEMENT MARKINGS - SYMBOLS AND WORD MESSAGES
250.0 PAVEMENT MARKER SPACING
25LOI RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY
rrrau?sAs
PREPARED N THE OFFICE OF: CLIENT: SEPT2003"
_
PHwtt;l:

Ki
l
INC.
NORTH PARK ASSOCIATES
A
7
m
ey- orn , ?°
= W??MU? ARK DRIVE
«
?: NORTH P
S
EAL
:

?.N,
KY

I
°,?

f
t
t
oRWHer,

1.
lce
aWXS¢r:
and Associates Inc. 44
35
02
%

??eY
JJF
°ESM
YF°
...V
.
ns
rumen
o
Thl¢ document, together with ine concepts and designs presented herein, a$ an
j I
for the speclft. purpose and Ulent for which It woe prepared. Rwse of and Improper
N
t
d
d GENERAL NOTES AV,
-__-
A "4ww r
M
dWM

dNA?

"°8A
n
y
en
e
o
on this document without written authorization and adoptlon by Klmley-Horn and Assoclates,lne.
reliance

P.O. BOX 33068 RALEIGH, NORT

H CAROLINA 27636-3068 o

Oi?fY W M?w`
Wa
A

WUm¢r,

"am a aNa A

2
y Klmley-Horn and AssoclateW.NC.
s be without
he PHONE: [phone] FAX: [phone] AAMAANM
SEAL: 012288001
Horn
CoDYrlpnt Klmley-XOrn aM As¢ociates, Inc., 2003
i
t
i

I
i
x

v

i

, ,. J..,.aa
i
r

,r„? , .. ,, E6 ,9339W'W ELM -
30 or
'
S 0620'4 t8P '= "- ]OJ3'
. = - 30.00!' _ µyplT EL 375.00'
1 24.16'- ECN -- .. - -' /
` 2 84 C9Yerio- --

- sR me aonD DRIVE a
e-
--
--
--
__
1
WE 9' /
T
1 - -
1ST A/W - 5 D6'OB'M'W ECM EXIST R1
INYERT ELEV II
15.00'
20 ?EF
ar • , _
i ?.?

f
g?? .
- 83'403 a d' u,

WV60 .. .._.
3 n
en r
SPRW4LE PROPERTIES. LLC Clara 6. Abbott
jS' 038.260 P9.369
9
? S6`AAt10 -
P op
IWRI // ! i
ChoryW yton
Joemon IWp 08516 p9m
5 ?gB"AM / 08360 WAIT
S'9S EIP
d?
/
.4 21
a? 5231 43, ,
C \
a b
Disney
\ \rr
o d' ?i? til ? ? eT ? ? 20 0 40
% 2003 PROJECT;
PREPARED It THE OFFICE Of: CLIENT: swjpC.... SEP
CA4ly ro6mnu. s[4p
NORTH PARK ASSOCIATES INC. ?rp -''?ss?`'?'A,
Kimley-Horn :SEAL'.' NORTH PARK DRIVE
024436
\ This document. together with the concepts and designs presented herein, as an Instrument of service. I6 and Associates • • JJP
Q Intended only for the specific purpose one 0116nt for whlch It was prepared. Reuse of and Improper
\O reliance on this document without written authorlZation and adoption by Rlmley-Horn and Assoclates, Inc. P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 ' Inc, EXISTING CONDITIONS w?I'4f W ?Oww aE?aM Al- 6R6L lie msepn so-cr
Copyright klmleyxOr wsuw
6hmroe wehput _H_ n and to Associ -ocl-toate& rn and Associates. Inc. PHONE: [phone] FAX: [phone] SEAL , 012288001 C4
Inc., 2007 Auamn??w
-AtL
15-&.DITCH TEMPORARY
?o54e) t _ (Not to
STORM SEWER DATA.: S#iEtT
STR NO.-
FROM STR NO.
`S4- EDP
'-"ELEV" - INV
IN -1Ny
OUTS.. % PIPE
LENGTH PIP
DIA.;- E
' Y
\CBI C83 412.40 .$09.23 132 , RCP 6_9
C82 M3- N/A 396 ,,RCP 1.0
CB3 CB4 403.52 __AOO.T 395.62 106 L8
CB4 665- `398.33 393.91 393.91 28- K A;(CP 0.8
OPEN END CBS N/A 44 ,C RCP 6.5
686 398:5] 394.14 394.14 RCP 3.1
CB6 OUTLET 397.33 392,41 .41 44 RCP/ 2.3
e? `?.: r0u ?....... \ r
Pa /" J 0 ANC - Slope t A / D,
?MIn.D = L0 F
FI e F r 0 Alin. r- 1.0 Ft
H f ?' or fabls(c
Mqx d O.7 Pt ?? MaK d = 1.0 F
B 2 Ft
Zype ofifsm+ `Jute Net
Typo Of Licer = Synthetic MGt
,I
r6rthp?. Ass, &y<a,?•
? 2853 acct, es •
LEGEND Vey Ann aodvl. l i }
/
?
(fSCRIPTPJN S'Y9k OESTW1PTpl SYYBOL
?? ?
I
TEMPORARY SILT FENCE F?--FF TENH'MAR' OTCH STD-" BECKFORD DR ----
TT R4 39'
1 h6 0'J 't
5iiil

o
BLOCK N GFL Of

® TEMPORAW CHECK DAW PI Stu 12+08.99
A= 24.41' 23.9' (RT)

0
'
'
'

tH SPRwnLE . fS.LLtC,,

-ss-- ---- -?-`-

-

?

0 0 40
PRDYECF1ON Cut DITCH D = 6
00
00.0
L ' 410 !'qv uu' NOTE: USE OUTLET STABILIZATION

T = 208.99 +
n STRUCTURE (DETAIL B) ON SHEET C19
:
W2 = 12'
14'
WI = 9'
'
Off DITCH R 954,93'
= . Do = 36
,
,
, Lo =
_
•
\ PRWI@IAIT P1dN8
NOTE.LEGEND APPLIES TO ALL EROSION CONTROL PLANS

PREPARED IN THE OFFICE a: CLIENT: p,m.....
'iB CA?Ob °A
SEPT 2003 PROJECT:
INC
NORTH PARK ASSOCIATES ' o
??
E
'
Kimley-Horn .
, ,.?lF4
V(?
•s
: NORTH PARK DRIVE
°M -mm .° and Associates Inc ` ?`
P
\ This document. together with the concepts and designs presented herein, as an Instrument of service, I6
Reuse of and Improper
t for which it was prepar.d
h
d , GRADING, DRAINAGE, •`0o';'?GNEt; ty,w?` ?51b°F°B
'
p
\ .
an
c
Intended only far he sp..TfT. purpose an
;.lion.. on this document without written cutnorization and adoption by Rlmley Horn and Assoa ates, inc. P.O. BOX 3306$ RALEIGH, NOR TH CAROLINA 27636-3068 EROSION CONTROL PLAN w?yfY W, MO neasn en ° "Bps n? se " v[ "
0 sha0be without ocbility to KI.Iey-Horn and A .... late.. In.. PHONE: [phone] FAX: [phone]
SEAM
D 12288001
C5
Capyrlght Kmdey-Horn and Associates, Inc. 2003

DETAIL I
SPECIAL CUT BASE DITCH
(Not to Sc10)
Sront
roun 2,y D E\attW S
lope
Fliter Fabric B Min. D = 1.0 Ft
Max. d = 0.7 Ft
8=2Ft
Type of Liner = Synthetic Mat

r

?
i
^9ys'?
f ?
w ;
- ?jET IL (DITCH --
T TIC?MA
V ORARY tCK

W
?>
?
<

r,
-

-----

c
s A ,SILT
FENCE

n
`-

f.

a / .
W t4as. - - -
PROP SEWnt

r "
?-
2 " ? 3 TFENCE e
/ -0
9'fTYP4 -'- -- 'F
F
L
V %

a P. Aa3dtt
m F3.&.2fi0 pg,769
?tE PRO*r, FS.=.,. + ,i
N / /
N
F
*/ ' / CM1arl99 Ratipn /`' / / ? d
d7aepi: s!nq 0.&518 Pa585
d
_0
0
N _. N
Y „
1 A \ ?/T
1 \ /
I
APtln :OYway /
20 0 40
PY9U@M PLANE
' ¦.r.. ors
i
DAT?
PREPA- IN THE OFFICE OF, CLIENT: ?wd? CA1p?0, SEPT 2003 PROJECT:
Kimley-Horn NORTH PARK ASSOCIATES, INC. ,r`i°arisi;y>'%
NORTH PARK DRIVE
! or xx ar,
j xErmue 01? ouwx BY, Drum By. and Associates Inc. j 024436
This document. togethe, with the concepts and designs presented herein. as on Instrument of service. Is GRADING, DRAINAGE, & e?.`w ?=m?JWI?A? Jej Intended only for the specific purpose and client for which It was prepared. Reuss of and Improper 1 > we ?F ::h INt,,+?'up?
rellance on this document without written authorization and adoption by Kimley-Horn and Assoclotes.lnc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 EROSION CONTROL PLAN , f 0 ++ fflf E snallbe itnoat Rabmty to Kimley-Ho n and AssodateF mc' PHONE: [phone] FAX: [phone] SEAL ""AW 012288001 C6
Copyright Nlmley-Horn and Assoclates.1lc..2003
STORM SEWER DATA--S"ET i?
-DEfiH 2 -
DET .17
W? 0 TCH TEMPORARY DITCH
SPECIAL tr Soule)
Not to Scale)'
A 2r/ A rotxL
oCUe C,(eY Ditct' .:? roCn A
i A0 Q.
1 D Slope
FIIte?Fabric , R Min.D z 1.0 Ft \ M(n, D = L0 F
f Max. d = O:T Ft filter Fabhlc Max. d = 1,0 F
.? ?.
t ?
' B = 2 Ft .,7ype 151tror =Jute Net
Type Pf,' Lla)er = Synthetl0 Mat
\ TTle+ document, to7etner with the concepts
p Intended only for the specific purpose and
\O reliance on this document without written I
sholl be without liability to Klmley-HOrn and 1
Copyright Klmley-Horn and Associates. Inc., 2C
DIM and Associates, Inc.
s presented tfereln,te an Instrument o service. Is
which it was prepared. Reuse of and Improper
on and adoption by Klmley-Horn and Associotes. Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
In` PHONE: [phone] FAX: [phone]
0244U , qUM BY,
• JJP
ROADWAY AND UTILITY PLAN 'FfINE;?op?g'?wM
?y guru ieM?wP aenm ar,
SEAL:
C7
STR NO.
FROM STR NO.
'SO-.-- EOP
-..ELEV.. _-1NV -
IN --ANY
OUT`- PIPE
LENGTH PIPE
DIA.,- MATERIAL- SLOPE
'-, CBI CB3 412.40 N/A _ _9,09.23 132 -"IS RCP 6.9--
CB2 - -->rBi-- -`403,52 N/A 396.8 -361 15 .RCP - 1:0--
CB3 C134 403.52 ..4001 ?39?5.82 108 2¢? ; ?ROP? 48
C84 - _"EB5-- "398.33 393.91 393.91 -...78- P 0.8
OPEN ENO CBS N/A N/!L_, RCP 6.5
_ CB5-- --CB&-- -398:56 394.14 394.14 30 RCP 3.1
CB6 OUTLET 39743 392.41 .41 44 36 RCP?' 2.3
PRA SE BLOWIDFF ASSEMBLY -
??._.?- > o r+orrraak Assdciaseama, .
SEE ET
115-B'%
D
v
PROPOSED k GATE YALYE
35
- W/8 5>? q 31.00 c- wz
I N R
i
i
NOTES:
K
p
A pIP? LINES SHALL BE 3' WNLESS OTHERWISE
DTYPICAL DEPTH OF COYER FOR ALL _
SHOWN OR SPECIFIED.
2) CONTRACTOR SHALL BE RESPONSIBLE COORDINATING
TING WATER CITY OF
HENDERSON FOR ANY ADDITIONAL INFORMATION SEWER - ??? -
UTILITIES. % ?CB-I
L,
3) LOCATIONS OF EXISTING UTILITIES ARE 'APPROXIMATE. CONTRCTOR\SHALL BE
RESPONSIBLE FOR FIELD VERIFYING EXAC'Tp LOCATION. ORIENTATION, AND ELEVATION D DI SEWER
OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION OR ORDERING MATERIALS, F?20POSE
4) CONTRACTOR SHALL NOTIFY THE,'ENCINEER IpiMEDIATELY SHOULD ANY FIELD `- - ?
CONDITIONS BE ENCOUNTERED THAT VARY FROM THE IN PROVIDED IN. 11 THE CONTRACT DOCUMENTS. - ' V a
PROPOSED 8 DjWATERLINE _
PA 0
ggl 193
5) UNLESS OTHERWISE SHOWN 'ON;SP CIFIEO, ALL WATER PIPELINE TRENCH BEDDING - Herman A.Dowls
OP (SEASIpQ$$
o TAk
DE SHEET C141
-? -
SHALL D.6T71"9.533
BEDD N G SHALPLE ACCORDANCE I A, IN
AIL. iOl. BE TyPE'0, W ACC D N?EtWITH DETAIL 102NER t ?
6) UNLESS OTHERWISE A/ W
PIPELINE ALIGNMENT •`._ - ,` ! -" ?..___'• „' \?< USED NONT f-0R
AEEITNE
WISE INDICATED. ?LLi GRADE ELEVATION S SHOWN ARE LONG
, OM PROFILES2 'FP - PROPOSEZf 2`-0' w R / F--? _
CUAB•'& (,UTTER m
71 THE CONTRACTOR SHALL PLAICE ,3'PO 4'0F SAND OR SCREENINGS ON ALL -
ASPHALT SURFACES THAT ARE/AFFECTED BY THE INSTALLATION, OF THE PIPELINES. I p?
03
RtL SIGNS/AS REQUIRED BY" THE NCDOT
8 THE ALONG STATEAROADWdH SL AR NP?CITY STREETS AS REQUIRED BY TA CbTY OF HEN ? -I„ ? H POSED 8'45 DE LANE LINE ^ "/ J
DE?soN.
PRp
GHEE CB-2
(qB?IZ BEND CB`-3
9) THE CONTRACTOR SHALL FURNISH AND"INSTALL/ALL , SHEETING REQUIRED FOR r q>„rna- ,- - W,((; STA 10+42.311-W2-! / -
THE INSTALLATION OF THE PIPELINES. 0.).L EXCAVdTIONS SHALL BE KEPT 'WITHIN THE ' ' ?' n ADAa ERLINE ??/ '
DESIGNATED EASEMENTS OR RICHT-QV-WAY;WIDTHS. EkCAV TION,WITHIN PAYED AREAS a M OL 8- DI
SHALL BE KEPT TO A MINIMUM. !.
SHEETING SHALL BE INSTALLED AS NEEDED T'0 Pf(OTECT EXISTING UTILITIESI. - CONTRACTOR TO COORDINATE -
-THE01ELOCATION OF EXISTING - " 7 "
L NSTALLCONTILHA ONERAC CONTRACTOR., WITH PLANS A't1D BE PERFORMED NrXK H § ---- PQWER POLE'AND EXISTING - ( _ PROP MN 4
J
BY A LICENSED N I ' O.EB?6 F9,381 Q, POWER LINES - I ' -551 398.+5b.87.
It) PIPELINE ALIGNMENT SHOWN IS EASED ON STANDARD FILINGS AwAILA6LE FOR PROPOSED 8045 DECREE --1NVN E .32Z
DUCTILE IRON PIPE. JOINT DEFLECTIONS "ALL NO?EXG D 75 PERCENT' OF ENO ppQAD WIDENING TAPER 1 o HORIZ BEND IMM WNT" `39p:50,
MANUFACTURER'S RECOMMENDED DEFLEOTION. 'SHORT ,dDiNTS'OF iPIPk MAy BE USED STA'IN601
'G PAVEMENT ; WAL STA-10+17.58 (-W2f') - -- -- ,7
E fi X
T N
INCREASED .
?A T A
i
2)RCONT ACTOR OSHALLT PROVIDE A MEANS TO P ALL NEW PIPING OMPLETELY PROPOSED FIRE HTDRANf
_ EE TO EEXIST' I Nil, STA-i0+25.00 (-WI-)/ +
PIPING NAS BEEN iTE TED, DISINFECTED, :YEMENT
ISOLATED FROM EXISTING PIPING UNTIL ALL N +
1t SEE DETAIL 113 - ENO 2-6 i + 10
AND ACCEPTED FOR SERVICE. CARB?A GUTTER C)
- 1 e c,JX BEa, III GINW2?N -
Ii IT' 1.bZ c ,
31 ALL UTILITIES SHALL BE CONSTRUCT?O ACCORDING TO MINIMUM 9EP?RATPoN i
------
REQUIREMENTS. Lu
A"41) 'd, r ?FOX
- ? ?NC
4) CONTRACTOR SHALL USE ALL NECESSARY FITTINGS TO CONNECT TO EXISTING p? ?g `5?a - - ?
WATERLINE. ' , TIE TOEEXIST ' , vJ 0 KI s-'" a„--/- .-._--. Jr -?„ - _ r?- rl!'_ .----? N
P EIA NT }
AY
e a C?
a ^
7"
41 NC IN R D WIDENING TAPER PAVEMENT
? -
t i - _ - 83' IL8' E - - - - m
n ,
LANE LINE E,X 17 3 ' i? - IQ.
` -
= Fir _
a ROAB CE#TfRLINE s '?_ u / J^
K , p,f X42.3, UtY 7` L G z r _ =.. ¢'N- - f' H
\ v ?- AND B qE?K NC CT a d, 39 457 0 33 ICI
E??OPOSED 01
,K,- r v G.,L9 9 Pb ?? Y
TO EXISTWI ATERLINE p??°PI
y-. mom- _- .? A. c 'YP
- ?? a RN t? a-w. _? _ I ?f/ _ 'gas, , n WATERLINE
jam. -?. _ N q 4,qr: i 8' MJ SOLID SLEEVE. COUPLING - - t
12 W/L ST 10+00.00 '-WI-)
???? EXa,wY' KI I80'BAY II?PIIFR ant T IIft .
JURN STORAGE
1 1-4
111, h
SPRRKLEPRO¢RHES,uc
TA
P6136 StqI 00
FUTURE TRAFFIC SIGNAL
j I I( 1 ' I I, PROPOSED 8'GATE VALVE
y -.I I W/L STA I0+08.00 (-W2-)
( li ?E I p PROPOSED 8'x 8'MJ TEE
1 I ? ? j ` I I ? W/L STA 10+52.77 (-WI-)
w .S Ann [,pN Oawla - m ll 4 ' ( l I ! '? STA 10+00.00 (-w2-)
0.&801 Pq,
R A4 394.t2
BECKFORD DR
PI Sto 12+08.99
5FR°!%LE.. Ws,LC4-
A= 24' 41' 23.9' IRT) MN _-- '- 20 0 40
5 DL . 4X 50' 00,0'
T = 208.99' +
R = 954,93'
HAre
P ?Nlmi?Ii
PREPARED N THE OFFICE OF: CLIENT: www?S MrA!JO PROJECT;
SEPT 2003
NORTH PARK ASSOCIATES, INC. ??? LESS tti?'•,
Kim ey- Qrn N. NORTH PARK DRIVE
SEAL - III

i
s
'
Z /

/

'

TO
/
T
IE
? STING MH I _
- S
STA -

-
- - ,
= 386.53
PROP MH 2: - PROPOSED B'DISEWFA = 380.31
-SSI-
STA 20+31.05,

RIFT _ 389.50
-

r
dNV IN.= 381.93
- - NV OUT = 381.73
PUE-PUE-PIff-PUE- ---rPut-PUE-PUE?-PUE,,' SUE- PUE-PUE-»PUE-PUE, i

PROPOSED. S' DISEWER. JEGlhlffi WIDENING. TAPER
iE TM'B PAVEMENT
?
L
'
-
(
G

- ,-

:

PROPOSED B/WE VALVE
+ _

PE-PUE PUE
pN1 p _ l-

-
PUE PUE _.pUE_/P
E_
P
E+--?
10.00 (-WI-)
W/L?STA 13
1
PROP Nkl3
- (
?
PI
A"'
)
16+83.35
:?NC TE
_ SSI-ST
ERS
RIM = 390.00 S E.DETAIL ON SHEET
, CIB
- /
,i - NV IN=
38352.
NY OUT = 393 32
?-
- P
W
pIIDENINC TAKER
S pA5 ENQ ROAE5555
0
19 12
180'AT TUN TAPER (E5: _
,
,
TIE TO EXIST?,.G, PAVEMENI _

V ? PROPOSEOBLOWOFF,
-.-
W " W/L STA 13+1`2.00 (-WI')
SEE DETAIL 115-8

-
y _
'
'
'
S &3
40
47.2
E
= N BECKFORD DRIVE

ROAD-CENTERLINE
?-
,_.,

j '7

IBO'BAY TAPER
270' APPROACH TAPER (45:1) +

e rtc
0
N N
// V1
0 / T
r0 N
a
i o
r
/ o
a
a?
/ / er?ss grntu- -
O p
20 0 40
E /
? Y 0?1e
PREPARED IN THE OFFICE DF: CLIENT: w,aA'm?ARB'?hAA oSEPT 2003 PROJECT:
NORTH PARK ASSOCIATES, INC. ,c°a°° fESSi?;N?
Kimley-Horn
"? iI•
SEAL NORTH PARK DRIVE
Tv NOi ?m,* OJ1E rvice.I IOecKEa BY, and Associates, inc. D2?
N This d '.together with the concepts and presented herein. Instrument of servers, S : JJP,
N enrended ea one only for the specific purpose one client for which rnrn It was prepared. Reuse of and Improper ROADWAY AND UTILITY PLAN ' `F `IN pQ:•'? sr
o reliance on this document without written authorization and adoption by Klmley-Horn and Associates, ln no. NORTH CAROLINA 27636 3068 w'4?Fy"W M?wp? p? W
sh0100 without liability to Klmley-Horn and Assoclates.Ino. P.O. BOX 33068 RALEIGH, i1twFD PEFFPFxR iLLESr JOB ALLLwA S:RI N!lEtc
Copyright Kimley-Horn and AssOClates. Inc., 2003 I PHONE: [phone] FAX: [phone] SEAL: ?auuaA 012288001 C8
10 11 12
13
14
14
15
16 17 18 19
PRIMMART PLAM
YR ? R DYYIlI
PREPARED IN THE OFFICE OF: CLIENT:
„nnnuq?
CAIO

SEPT 2003

rnuatuis

NORTH PARK ASSOCIATES
INC ?

Klmley- Orn ,
.

SEAL NORTH PARK DRIVE
.xo, Perem ° A n?amA,: Inc
? and Associates 02W36 :
•
' gawx er:
CLP
.
I1
This document, together with the concepts ana designs presented herein, as on instrument of sevlce.e
ose and client for which it was prepared. Rouse of and Improper
ecific pur
I
l
f
r the s
t
d
d ,
. ROADWAY AND UTILITY PROFILES
gy
on
y
p
n
en
o
e
p
rellance on this document without written authorization and adoptl., oy Klmley-Horn and Associates, Inc.
shdlde without liatlllty to Klmley-Horn and Associates,[-
Copyright Klmley-Horn and Associate&inc..2003 P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone] p°?S
'yaf?"'""
wA W M"??
SEAL: pbAIUO JW?
?? urwpap nttwocs n¢s .ae wAe?,

012288001 sY[r wAe[x

C9
PREPARED IN THE OFFICE OF: CLIENT; gpmTr,4 SEPT 2003 PROJECT:
?pt0.??AR0,?
NORTH PARK ASSOCIATES, INC. ,cfF?ssl ,"?'•,
Kim ley-Horn NORTH PARK DRIVE
SEAL M- en ? : Duwu en
P,?v.w? x?vspw wm oum
JJP
026
ibis tlocumant, together with the oonceDis .111 designs presented herein, as an Instrument of service, IS and Associates Inc.
Intended only for the specific Wrp05e and dlent for which It was prepared. Reuse of and Improper •? • F E4' , ??
reliance an this document w,tnout wrlrten autharizonon and adoption by amley-Horn and Assoamte:.Inc. ROADWAY AND UTILITY PROFILES
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 21636 3068 nwfy w Mo?.` mM n den a xwe a
shall he without 11 ability to K,mley-Horn and Associates,lnc' PHONE: [phone] FAX: [phone]
Copyright Klmley-Horn and Assoclotes, inc.. 2003 SEAL: hpuMAOw 012288001 CIO
k
t
c
PAVEMENT MARKING LEGEND
PAVEMENT MARKING LINES
TA - THERMOPLASTIC (4" WHITE, 90 MILS) EDGELINE
TB - THERMOPLASTIC (4" YELLOW, 90 MILS) EDGELINE
TC - THERMOPLASTIC (4" WHITE, 120 MILS) 4" X 10 SKIP
TO - THERMOPLASTIC (4" WHITE, 120 MILS) 4" X 2' MINISKIP
TE - THERMOPLASTIC 4" WHITE, 120 MILS) SOLID LANE LINE
TF - THERMOPLASTIC 4" YELLOW, 120 MILS) 4" X 10' SKIP
TO - THERMOPLASTIC B" WHITE, 90 MILS) DIAGONAL
TH - THERMOPLASTIC (4" YELLOW, 120 MILS) SINGLE CENTER LINE
TI - THERMOPLASTIC (4" YELLOW, 120 MILS) DOUBLE CENTER LINE
TT - THERMOPLASTIC tt8" YELLOW, 90 MILS) DIAGONAL
T2 - THERMOPLASTIC (24" WHITE, 120 MILS) STOP BAR
PAVEMENT MARKING SYMBOLS
UA - THERMOPLASTIC (LEFT TURN ARROW)
UB - THERMOPLASTIC (RIGHT TURN ARROW)
UC - THERMOPLASTIC (STRAIGHT ARROWI
UE - THERMOPLASTIC (COMBINATION STRAIGHT & RIGHT TURN ARROW)
UI - THERMOPLASTIC (ALPHANUMERIC CHARACTER)
NOTES
1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS AT
PROJECT LIMITS.
3. CONTRACTOR SWILL MILL ANY EXISTING MARKINGS IN CONFLICT WITH PROPOSED.
4. RAISED REFLECTIVE PAVEMENT MARKERS ARE TO PLACED ACCORDING TO NCDOT
ROADWAY STANDARD DRAWINGS.
5. CONTRACTOR TO REPAINT EXISTING PAVEMENT MARKINGS THAT REFLECT THE PROPOSED MARKINGS.
[] ----- CRYSTAL / RED PAVEMENT MARKER
-------YELLOW / YELLOW PAVEMENT MARKER
« ------ DIRECTION OF TRAFFIC FLOW
2
p

i'
20 0 40

fl
FMaMTALT PLAMB
. ams
PREPAID IN THE OFFICE OF: CLIENT: OSEPT 2003 PROJECT:
INC
PARK ASSOCIATES X4
";F
',w aRaua
Kimley-Horn ,
.
NORTH 1
•
Y- SSA
,
CS IV% I -T-Ls UU
:.?
SEAL NORTH PARK DRIVE
,,,H, ? p.1Ea
f roux er,
l
T crrxm er,
and Associates Inc 02U34 :
'
'
` Draw sr:
Jam
o e,
se-
s
Thls dooument.together with the concepts and designs presented h.1111, as On Instrument o
Reuse of and Improper
re
ared
h It
s
l
t f
hi . PAVEMENT MARKING & •.f tA-:
F
'VC1NE J `vC
?
' ,
oPS
.
wa
p
en
or w
c
p
Intended only for the speclflc purpose and Cl
reilan<c on t1, document without written authorization and adoptlon by Kimley-Horn and Associates, Inc. P.O. BOX 33068 -RALEIGH, NORT H CAROLINA 27636-3068 SIGNING PLAN
w'.
J.{
"'•••? O?J
?Y W
Mpww
yo
JWM
-xw er
wneavn ? , nzs
xaeAw
, N.eEa
aholloe without ilaelnty to Kimley-Horn and ASSOCIates,Inc.
Z PHONE: [phone] FAX: [phone] ,
q
SEAL; bA.nMAAA ,
012288001
CI
olates, Inc., 2003
CopyrlpM Kimley-Horn and As
4
4
e
PAVEMENT MARKING LEGEND
PAVEMENT MARKING LINES NOTES:
----- CRYSTAL / RED PAVEMENT MARKER
TA
TB - THERMOPLASTIC
- THERMOPLASTIC (4" WHITE, 90 MILS)
(4" YELLOW, 90 MILS) EDGELINE
EDGELINE 1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
------YELLOW / YELLOW PAVEMENT MARKER
TIC - THERMOPLASTIC (4" WHITE, 120 MILS) 4" X lp' SKIP 2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS AT
TO - THERMOPLASTIC (4" WHITE, 120 MILS) 4" X 2 MINISKIP PROJECT LIMITS. «------ DIRECTION OF TRAFFIC FLOW
TE
TF - THERMOPLASTIC
- THERMOPLASTIC (4" WHITE, 120 MILS)
(4" YELLOW, 120 MILS) SOLID LANE LINE
4" X 10' SKIP
3.
CONTRACTOR SHALL MILL ANY EXISTING MARKINGS IN CONFLICT WITH PROPOSED.
TO - THERMOPLASTIC (B" WHITE, 90 MILS) DIAGONAL 4. RAISED REFLECTIVE PAVEMENT MARKERS ARE TO PLACED ACCORDING TO NGDOT
TH - THERMOPLASTIC (4" YELLOW, 120 MILS) SINGLE CENTER LINE ROADWAY STANDARD DRAWINGS

TI
- THERMOPLASTIC
(4" YELLOW, 120 MILS)
DOUBLE CENTER LINE .
TT - THERMOPLASTIC (B" YELLOW, 90 MILS) DIAGONAL 5. CONTRACTOR TO REPAINT EXISTING PAVEMENT MARKINGS THAT REFLECT THE PROPOSED MARKINGS.
T2 THERMOPLASTIC (24" WHITE, 120 MILS) STOP BAR
PAVEMENT MARKING SYMBOLS
UA - THERMOPLASTIC (LEFT TURN ARROW)
US - THERMOPLASTIC (RIGHT TURN ARROW)
UC THERMOPLASTIC (STRAIGHT ARROW)
UE - THERMOPLASTIC (COMBINATION STRAIGHT W RIGHT TURN ARROW)
UI - THERMOPLASTIC (ALPHANUMERIC CHARACTER)
pY
W
Y
20? 0 40
PRRKJMAItY PLANK
s a o?Am
PREPARED IN THE OFFICE aF: CLIENT: CA 01!% SEPT 2003 rrcweL is
NORTH PARK ASSOCIATES
INC ?
' a
Kimley-Horn ,
. r
. 4ssi
•;?q
= NORTH PARK DRIVE
° ,v?eYi ?ame„ Inc
and Associates 024436 J
en
mis document, together Swith pecific concepts and designs presented nrel s an of e,ls
th
was Prepared, Reuse of of and Imgr.p.rrooer
fa, r
la purpose and cilent for
which
Intended
onl
e ,
. PAVEMENT MARKING & ?F'•4 INEE%'w"$? °Y

and Aate., mc' ana eeootion by oy Kl Rlmby-Horn and Assodaroz lna.
and
authorization
y t
reliance on this document "Ilml.Y- ttorn and - written
ey to It
uaello
assoclatea,
m tno
Chairs
Kirby-
CODYrlghi klmley-tom and Asboalates. Inc., 2007
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068

FAX: [phone]
PHONE: [phone]
SIGNING PLAN
4 f °
%,"'Y W

, M p?
SEAL: 14WWA
JWM
gcam e.:

-nAam rerzntx-[n¢:
+ce -0

12288001

r xAew

C 12
TRAFFIC CONTROL NOTES:
THE TRAFFIC CONTROL PLAN FOR THIS PROJECT CONSISTS OF SEVERAL TYPICAL DRAWINGS SHOWING TRAFFIC CONTROL
DEVICES TO BE USED WHERE VARIOUS TYPES OF CONSTRUCTION ACTIVITIES ARE O=I?IW ON THE PROJECT THESE
CRAVINGS ARE FOR TYPICAL SITUATIONS AND SHOULD BE ADOPTED TO THE ACTUAL FIELD CONDITIONS WHICH EXIST.
ACCESS SHALL BE MAINTAINED TO ILL BUSINESSES AND RESIDENCES AFFECTED BY THE PDIECT AT ALL TIMES.
ALL ~AG CONSTRUCTION SNGN1W AND PNEMENr MARKINGS SHALL CONFORM TO WMT AND CITY LP HENDER50NN STANDARDS.
ALL TRAFFIC CONTROL SHALL CONFORM TO THE LATEST EDIFKN OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
MAY WORK REWIRING EQUIPMENT OR PERSONNEL WITHIN 5 FEET OF ANY TRAVEL LANE SHALL REOVIRE A FULL LANE CLOSURE WITH
APPROPPoIPE TAPERS.
BECKFORD DRIVE
4 MIN
VARIES I KY MIN
a MIN
NY MIN
EXISTING PAVEMENT
PHASE 1
All 70 SRE
MIN
a MIN 1 I VARIES

12r
_ EXISTING PAVEMENT

-_EXISTING PAVEMENT _
i
PHASE 2
III TO SCAE
-L-
PHASE 3
Am TO Sr"
0
EXCAVATIONS ADJACENT TO THE ROADWAY SHALL NOT BE LEFT OPEN OVERNIGHT. EXCAVATED AREAS ADJACENT TO PAVEMENT
HAVING MORE THAN A 2 INCH DROP SHALL BE MADE SAFE WITH A 6J OR FLATTER SHAPE AND SHALL BE BLOCKED OFF WITH
APPROPRIATE TRAFFIC CONTROL DEVICES WRING PERIODS OF CONSTRUCTION INACTIVITY, INCLUDING. BUT NOT LIMITED TDNOITS
AND WEEKEND IKNRS
NO PARKING OR MATERIAL STORAGE SHALL BE ALLOWED ALONG THE SHOULDERS OF NCDOT ROADWAYS
LO NOT WORK SIMULTANEOUSLY ON BOTH SIDES OF AN OPEN TRAVELWAY WITHIN THE SAME LOCATION. ON ATWb LANE,
TWO-WAY ROAD
DO NOT STOP TRAFFIC FOR MORE THAN O MINUTES ON RECKFORD DRIVE.
TIE PROPOSED PAVEMENT MARKING ONES TO EXISTING PAVEMENT MARKING LINES.
POLICE MAY BE USED TO MAINTAIN TRAFFIC THROUGH INTERSECTION.
RELOCATE EXISTING STOP SIGNS AT INTERSECTIONS AS NECESSARY WRING CONSTRUCTION AS APPROVED BY THE ENGINEER.
PHASE I
CONTRACTOR SHALL PLACE Al CONSTRUCTION APPROACH WARNING SKINS PRIOR TO BEGINNING WORK. SIGNS SHALL.
REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED
CONTRACTOR SHALL SET UP AND MAINTAIN BARRELS OR CONES ALONG THE CONSTRUCTION AREA ACCORDING TO NCiOT
STµDARDS FOR TRAFFIC CONTROL
CONTRACTOR SHALL INSTAL ALL ADVANCE WARNING SIGNS ACCORDING TO NCOOT STANDARD DRAWING NDIbHII.
CONSTRUCT NORTH SIDE OF BECKFORD DRIVE AND PROPOSED NORTHPARK DRIVE.
PHASE 2
CONSTRUCT SOUTH SIDE OF BECKFORD DRIVE.
PHASE 3
INSTAL THEP"LASTIC PAVEMENT MARKINGS.
INSTALL SIGNAGE ACCORDING TO NCOOT STANDARD DRAWINGS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
Plumm AIY PLANE
•w11?R?
PREPARED IN THE OFFICE OF: - CLIENT:
4A
po`aACAI A SEPT 2003 PROJECT:
NORTH PARK ASSOCIATES
INC °!
S
?i
?
?
Kimle Horn

Y- ,
.
(
,
•,
FES
=
N - - E NORTH PARK DRIVE

888N AEY.Na? FEYISpM DAM DAAM Bn class 8Y?
and Associates Inc SEAL
: :
024-436
' t
. - •
• oluAw BYE

JJP
`
p This de only , together with the Concepts o designs presented rel an inetrument or 6ervlce. I.
intended d only for or the specific purpose and client for mlcn It was prepared. Aeusa of and Improper . TRAFFIC CONTROL PLAN I
? s'-- Ei^??'0'
O JWM
\ rellance on this document without written authorizotlon and adoption by Klmiey-Horn and Assoclates.lnc. P.O. BOX 3306$ -RALEIGH, NORT H CAROLINA 27636-3068 hTf O
W
w
u ArYACxm RFFFAENL[ mss. I- nAea sNSCr NAesm
o snallhe without oabmty to Kimler Horn and Assoaares,krc.

7 PHONE: [phone] FAX: [phone]
h
AW
SEAL•

1228800
0

C 3
Copyright Klmley-Norn and Assoclates.Inc..200
12-0 ? NPCDUEST, ITY OF HENDERSON MAT'L REV.
PT AND UPON THE EXPRESS CONDITION THAT THE ESCRIPTION FIMSH ?"' q _
INFORMATION CON IN IHEREIN WILL NOT BE 0 I^ -
USED DIRECTLY OR INDRECTLY IN ANY WAY CATCH BASIN WITH C1RB v
DWN/DATE TLL 5/9/02
DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDERSON 1111 rT n A N, 1D12 Rn j ? ]
CURB INLET FRAME.CRATE AND CURB
BOX. NEENAH R-3246-A OR EQUAL
MATERIAL - GRAY C.I.
PAVEMENT -7 I \ INLET EL
. 3._p.
3000 P.S.L CONCRETE -/
OF H NOf
9
y REV. DRAWING 0.
2 0
qTy D`' 06-A?
,A,
6 •4 BARS EACH WAY
° NG CONTAINS PROPETARY INFORMATION
R ?T OF HENDERSON MATT REV,
-
o THIS D
AWI
AND IS SUBMITTED SUBJECT TO RETURN UPON ReOUEST, ///III

m ^ m AND UPON THE EXPRESS CONDITION THAT THE
INFORMATION CONTAINED HEREIN WILL NOT BE ESCRIPTION FINISH n /
¢ a r USED DIRECTLY OR INDIRECTLY M ANY WAY
DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDERSON TYPICAL CUL- DE-SACS
OWN/DATE TILL 6/18/02
NO CURB AND GUTTER
A

y
25'
T A
I A wg A

25, R M 'R
30 25' 25'
50
SYMMETRICAL CUL-DE-SAC 90° OFFSET CUL-DE-SAC
R/W
E --35' 3'
SLOPE AS REO'D
PER.
trl y"?
TT
SECTION A-A
L,
F H NOf?
....RIGHT OF WAY MARKER
REV. RAWING NO. i
0w
RrH 0 > o
a?
24 -
a ?? THIS DRAWING CONTAINS PROPIETAflY INFORMATION
AND IS SUBMITTED SUBJECT TO RETURN UPON R?OUEST TTY OF HEN?ER SON MAT'L REV.
,
v m AND UPON THE EXPRESS CONDITION THAT THE
m ^ °j INFORMATION CONTAINED HEREIN WILL NOT BE

ESCRIPTION

FINISH ^ ^
'
/) '
/
)

_
par USED OIRECTL7 OR INDIRECTLY N ANY WAY
DETAIMENTdL TO THE INTEREST OF THE CITY Of HENDERSON STANDARD CURB AND
GUTTER SECTION DWN/DATE TLL
6/ )7/02 L
[
-
I/2'R
I ?6.0'-
7 a
6.0' - - °' 3' R 1/4' R

6.0' a a
IF-
_ -, _ - NOTE'
I. SECTION CONTAINS 0.058 CUBIC YARDS
2'-0' ? PER FOOT
A
1/8' MAX
7.0' L0'
A I 10'-0' MAX. BETWEEN JOINTS
r NOT
FRONT VIEW I. FORM MUST BE ACCEPTABLE TO ENGINEER
2. MIN. 3000 PSI COMPRESSIVE STRENGTH
NIT c CONCRETE
NO.
272!
PAVEMENT SCHEDULE
PROP. APPROX. 3' ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5C, AT
CI AN AVERAGE RATE OF 168 LOS. PER SO. YARD M EACH OF THE TWO LAYERS
DI PROP. APPROX 4- ASPHALT CONCRETE INTERMEDIATE COARSE.
TYPE 119DC, AT AN AVERAGE RATE OF 456 LOS. PER SO. YARD
JO PROP. B' AGGREGATE BASE COURSE
AI 2'-0' CONCRETE CURB AND GUTTER
O EARTH MATERIAL
UO EWLSTNG PAVEMENT
EXISTING ?CRDLM
TYPICAL SECTION ° I
BECKFORD DRIVE WIDENING
I
DTSTI
EXISTNG O
TYPICAL SECTION
NORTH PARK DRIVE
!STING GROUND
HOUND
PREPARED N THE OFFICE OF, CLIENT: wAPAt1 CAROnnA SEPT 2003 PROJECT:
INC
NORTH PARK ASSOCIATES ,
x•
ss
o
"
?i

Kimley-Horn .
,
F
/
t
V
T
PARK
DRIVE
h C :
SEAL NOR
H

aV.rro,

RtroroW °l- eY,

i
l ° WT,
and Associates
Inc

A/86
02
"

MIN BY, JJP
\ ce.
6
This document, together xith the concepts and designs presented herein. as an instrument of serv
Reuse of and Improper
t for which it was prepared
li
d .
ROADWAY DETAILS
•:;?fk, IN •. a wwr D By
°rii°e°
WM
p
\
Q .
en
c
Intended only tar the sp,,Ifl, purpose ol
reliance on this document without written auth.TI-tIon and adoption by Kimiey-Horn and Associates,Inc.
shalme without amRltr to Xlmky-Horn and Aseoolates,Inc.
GODYrIQht Klmley-Horn and Assoalate.. In... 2003 P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE- (9 19) 677-2000 FAX: [phone] y4pK"" p00
nnl W. MAwp
SEAL, lllpptl j
aeon -_MarmEec¢r m ?ue-1

D122BBQD q T-C

4
TO I0'
1. DEPTH MEASURED FROM TOP OF
BRICK TO INVERT OF EFFLUENT LINE
2. ALL UNITS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH AND REINFORCED EQUAL
TO OR EXCEED AASHO SPEC.M 199-731
(ASTM C478) 'PRECAST REINFORCED CONCRETE
M.H. SECTIONS'.
(-TOP OF CURB
PRE-CAST BLOCK M.H. STEPS a 15'D.C.
SEE DWG. 100-A,N M.N.'e
OVER 4'-0' IN DEPTH
u

° REV z m°
THIS DRAWING CONTAINS PROPIETAAY INFORMATION ?T
OF HENDERSON MAT'L REV
'
o m - DRAWING CONTAINS PROPIE7ARY INFORMATION
THIS
E OF HENDERSON
III MAT'L . -
o
AND IS SUBMITTED SUBJECT TO RETURN UPON ReOUEST !

E c

m in QUEST,
m AND IS SUBMITTED SUBJECT TO RETURN UPON R
AND UPON THE EXPRESS CONDITION THAT THE
m INFORMATION CONTAINED HEREIN WILL NOT BE

SCRIP710N

INISH .
c m
AND UPON THE EXPRESS CONDITION THAT THE
m m m INFORMATION CONTAINED HEREIN WILL NOT BE

SCRIPTION
FINISH

0 2 - A

_
a

_ r USED DIRECTLY OR INDIRECTLY IN ANY WAY

DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDERSON MANHOLE RING AND COVER DWN/DATE

TLL 5/8/02
U
DETRIMENTALLTO R. THE INTERESTI OF THEWCITY OF HENDERSON
Ur - m
PRECAST CONCRETE SANITARY
SEWER MANHOLE
pwN/Oa7E TILL 5/7/02
C.I.MANHOLE FRAME U COVER
SEE DWG. NO. 100
PROVIDE 4
DETAIL HOLES
3/4 DIA. SAM ARY r
R
O GRADE RING UNIT
TOP OF COVER __T (NOT TO EXCEED 1'-0')
24.0 DIA.
/2'R
h ECCENTRIC CONE UNIT
APPROVED f
A
A
T
E

ER SEWER
SE
'
?I
SN
,SI?
?
{{??pp??
SEALTED SWITHLA E
R
BOTTOM OF COVER I PLASTIC GASKET,
RUBBER O-RING 12
0'
T
R
DETAIL C .
'D
EQUAL
PLAN
a
2'-1 114'
I'-1 3/4'-? 4.0'
m
i MANHOLE
STEPS
UNIT
RISER
16, D
C
yr 3 3/8 112- NOTES m
.
.
f
f
NOTES
y
I. MANHOLE RING AND COVER TO BE
NON-RATTLE TYPE ?
.
¢ 1, ALL UNITS SHALL BE CONSTRUCTED IN ACCORDANCE
T T vY 2. ASTM CLASS A-48-30 MIN.
/2'
3 - C T WITH AND REINFORCED EQUAL TO OR EXCEED AASHO SPECS.
BASE UNIT M199-731 (ASTM C478) 'PRECAST REINFORCED CONCRETE
m ???E CONC.
4
/4, MATERIAL GRAY C.I.
2 _
FILL - M.N. SECTIONS.'
3 7/4' 2. CONCRETE SHALL BE 9000 PSIMIN.
MIN. AVG. WEIGHTS 5.0' 3. MANHOLE STEPS TO BE M.A. INDUSTRIES MODEL PS-I, STEEL
I'-10 7/B' REINF.
PLASTIC
OR EQUAL.
RING 190 POUNDS
4 3/B' 2-01/2' COVER 120 POUNDS 4.0'
SHALL BE POURED MONOLITHICLY AND STEAM CURED.
4. ALL UNI
TS
4'-10 5. PIPE OPENINGS SIZE AND LOCATION SHALL SUIT SPECIFIC
2'-9 114'
DF HENpr
SECTION A-A MANHOLE USE.
pF HENpF9 TYPICAL SECTION E. MH FRAME SHALL BE GROUTED TO BASE OF MH FOR A
y J TIGHT WATERPROOF SEAL. IN THE EVENT RAISING IS NEEDED,
SOLID MASONRY BRICK SHALL BE USED.

y?
REV. RAWING NO. y REV. RAWING NO. z
om
9TH p _ °= RTti p,= - 0 2 - A z_

REV
m
I
O
I
TH
CONTAIN
P
S DR
O C
SON
ITY OF H
NDE
MAT'L
REV.
o m- THIS DRAWNG CONTAINS PROPIETARY INFORMATION QTY OF HENDERSON MAT'L . R?OUEST
TE RETU
RN
UPON
I
SUBA
IIT
SJERO tY
L

v AND IS SUBMITTED SUBJECT TO RETURN UPON A?OUEST, m
,
c
AND UPON THE EXPRESS CONDITION THAT THE n

m
m
IAND UPON THE EXPRESS CONDITN7N THAT THE
NFORMATION CONTAINED HEREIN WILL NOT BE

ESCRIPTION

FINISH

_

L. r+m INFORMATION CONTAINED HEREIN WILL NOT BE
ESCPo'iIDN
FINISH ?
0l
_
USED, DIRECTLY OR INDIRECTLY IN ANY WAY
DETRMkNTAL TO THE INTEREST OF THE CITY OF HENDERSON TYPICAL SEWER TAP
AND SERVICE
DWN/DATE TLL 6/ 11/02 mar USED DIRECTLY OR INDIRECTLY IN ANY WAY
N _ m DETRIMENTAL 70 THE INTEREST OF THE CITY OF HENDERSON CONCRETE PIER DETAILS
FOR SANITARY SEWERS
DWN/GATE TLL 5/7/
02 J

0' 2 1/2'X 5/ I6' STRAP
6.0' 6
.
(GAL. AFTER FABRICATION)
PROPERTY LINE

6
0' 3/4' ? GALV. BOLTS, 1'-6' LONG
C
.
FINISH GRADE
CURB C 4'MIN.
- OR 1/4 O.D.
PAVEMENT
OF PI P
E
/'BRASS C.O.PLUC 3 LAYERS
FED. SPEC. WW-P-401 OF FELT W/
GRAPHITE w

FF7TT
a
- 3000 PSI CONC.
0

s LL
m o g o 6' 5 VERTICAL BARS
'^ z ° a 1 SET OF 4 TIES AT
o i w 12' O.C. - DOWELS
io F o SAME AS VERTICAL
'Ix tt
N x BARS - WHERE USED

'
'
Mµ GRADE I
NERAT
HT PLUG
NDARO -6
'A' 'A' 'A' 'A' LAP I
A'SLA
----_-WATER TIG

1 i/16 I/9 L.I. BEND 2 W4 BARS
10' '5 BARS AT 12' O.C. 10.0'
J
y B'-TAPPING SADDL BARREL OF PIPE
TO REST ON SOLI D GADUND
TAP MADE NOTE: '
'
ON TOP pgOVNE BELL HOLE
ARTER OF DIMENSIONS
A
QU
I. THE FULL LENGTH OF THE SERVICE DITCH SHALL BE
PIPE COMPACTED IN 'G'IAYERS WITH MECHANICAL TAMP
4' FOR HEIGHT UP TO 6'-0'

B Q SEWER MAN MATH S-SDR-35 PVC, ABS TRUSS PPE,
SPECIFIC USES OF OTHER PIPE TO BE APPROVED By B' FOR HEIGHT B- I' TO 12'-0'
T

I WRAP MAN IN C'EMEN'T B' EH?? DEPARTMENT
pF HE NpF? EACH SIDE OF TAP ON MAIN 3. SCHEDU.E 40 rvC PPE ACCEPTED

o 'A' : 12' FOR HEIGHT OVER I2'-0'

F H HOF?
y REV. RAWING NO. z y REV. RAWING NO.
oy

Ty p
>
rH µ0 > o
9
0
wmz tt
by q R bWA1RC!
PREPARED IN THE OFFICE OF: CLIENT: W?N ?Ap Ay vSEPT 2003 PROJECT:
K ASSOCIATES
INC e
d
°?
";?''

Kimley-Horn ,
.
NORTH PAR
?
aFESSi
c

44 SEAL ( NORTH PARK DRIVE

V.

R
DAm

DnnH BY,

CIEGIDJ By,

Inc
and Associates .
.
024436
,

MMM BY,
JJP
J
is document.
of and sar?leo. is
Intended on y together with the cencepl s and tl far presented w ner an Ins men
and client for WncIt It was prepared. R.uss
of d I .proper
for the tna specific
j
n
ed .
'

UTILITY DETAILS j

:?F:NCINEE W?C`•

aesmm en
Hor
ut
rel
reHhis aocumBnt without written autnoreotion and adoption by oy Kl Klmmiey-xorn and Associates, Inc.
onc6
on t on t P.O. BOX 33068 -RALEIGH, NORTH CAROLINA 27636-3068 h?Ep O?V
M
p
0
W
cc o Bn
jWM ABY-BTPwFrcE'Es? -R.AHR vFPr NAWeB,
61,1116 WYtnout AaOiRty to 11,1,y-Horn and Assoaiot66, In`' PHONE: [phone] FAX: [phone] W
,
.
SEAL: l4umnMW
G IS
D 12288001
CoDYrlght Klmley-Morn and A66oalat6s. Inc., 2003
o m°- THIS DRAW1NG CONTAINS PROPIETARY NFORMATIDN ITY OF HENDERSON MAT'L REV.
SUBJECT RETURN UPON R?OllE51,
AND IS
- AND UPON THE EXPRESS CONDITION THAT THE
UPON
INFORMATION CONTAINED HEREIN WILL NOT BE DESCRIPTION FINISH _
USED DIRECTLY OR INDIRECTLY IN ANY WAY
DETRIMENTAL TO THE INTEREST OF THE CITY OF NENDERSON
VALVES
OWN/DATE TILL 4/30/02

I
NRS (Non-Rising Stem)
Gate valves 2.0" and Above
OS & Y (Outside Screw and Yoke)
1. MUST MEET OR EXCEED AMERICAN
WATER WORKS ASSOCIATION (AWWA)
STANDARD C-509
2. FUSION BONDED EPOXY COATING MUST MEET
OR EXCEED AWWA C-550 STANDARDS
FOR PROTECTIVE INTERIOR COATINGS
FOR VALVES AND HYDRANTS
3. NRS & OS & Y AS MANUFACTURED BY-
CLOW-RESILIENT WEDGE VALVE
4. MAINLINE VALVES SHALL HAVE A CONCRETE
MARKER DESIGNATED AS `MV'
0
0
0 0
°E HEryQF
9
REV. RAWING NO.
° THIS DRAWING CONTAINS PROPIETARY INFORMATION ITY O F HENDERSON MAT'l REV.
o -
AND IS SUBMITTED SUBJECT TO RE TURN IKON RffOUEST

m AND UPON THE EXPRESS CONDITION ,
THAT THE
DESCRIPTION
FINISH
m ^ m INFORMATION CONTAINED HEREIN WIL L NOT BE -

N USED DIRECTLY OR INDIRECTLY IN ANY WAY

?
r DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDERSON
TYPICAL H
YDRANT INSTALLATION
DWN/DATE TLL 4/24/02
HYDRANT TO BE PLACED WITH
PUMPER NOZZLE PARALLEL O
WITH HYDRANT BRANCH
O
STAN]A
RD HYDRANT AS
Y
1 MANUFACTURED BY CLOW
MIN \1 MEDALL ION
2.D' I 0 7'-Z?i
A

DE
GRADE
GR
FLANGE MUST B
E ABOVE GRADE

PAVEMENT I'TP+•
SIDEWALK B Lz0'

CJ. VALVE BOX -X .GATE VALVE, O
SEE DWG. N0. 114 \
\ TURN LEFT TO OPEN
MIMMU4
\\` 3'-6 ' MN T CV. FT.
WASHED STONE
1
WATER MAIN VALVE BOX SHALL
-NOT TOUCH WATER 0 1
2?
0
/p,00
0
MAIN NOR VALV
M
n
0
d
-iA/APEO BACNFkL
PIP
NOTES
? wxc. B LOCK
(D NO UTILITY POLES SHALL BE

!1 cony, PAD
7X4'BROLE RODS
6 ROD COLLAR
CONC. SETTING SUB
1'-3'X 1'-3'X 4'THCK LOCATED WITHIN A MINIMUM OF
3'-0' RADIUS OF THE FIRE HYDRANT
1
D.C. THRUST ..IX cDATED WITH TWO COAT ® CITY OF HENDERSON INSPECTOR
MIN. 2500 PSiM1X. BITUMINOUS BASE PANT TO VERIFY UNDERGROUND WORK PRIOR
BLOCK 70 BE POURED TO BACKFILL.
SO THAT NO FITTING LOCKING RETAINING GLAND
® FIRE HYDRANTS WILL BE INSTALLED
BOLTS OR FLANGES
ARE COVERED IN TRUE VERTICAL POSITION AS DETECTED
BY THE NAKED 'EYE'
Q HYDRANT TO BE PAINTED BY THE
CONTRACTOR AS FOLLOWS: BONNETT
AND ALL CAPS TO BE PAINTED 'WHITE'
EiV SQ REMAINDER OF HYDRANT TO BE PAINTED
pF
P INDUSTRAL RED ISHERWIN WILLIAMS
OR uPPROVEO EQUAL)
2 REV. RAWING NO.

PREPARED IN THE OFFICE OF: CLIENT: , ` ??11", +I, SEPT 2003 YNOJLLI;
NORTH PARK ASSOCIATES, INC. ???{?ESSA L??sa
Kimley-Horn °SEAL ; T NORTH PARK DRIVE
p9N R[v. xm ttrsMW um buWH BY, acaaa, BY: i 024436 MMWx sY:
\ Thls doamant,fogether WIth the concepts and designs Presented hereln,as on Instrument of -Vlae.is and Associates Inc. JJP
O Intended only for the speclflc purpose and chant for rnich it ras prepared. Reuse of and Improper UTILITY DETAILS eF?,. f,?INfElpp,Se? M- By
\ reliance on this document without written authorization and adoption by Klmley-Horn and Assoclates,lnc. P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 3068
O shdibe without Ilabinty to Klmley-Horn and Assoclates.lno. W. WjeWSW JWM BY WiTAam ncs: doe xABBV sW¢T r.Aesw
PHONE: [phone] FAX; [phone] BUL; ++uunM 012288001 C 16
CoDYrlght Klmley-Horn and Associates. Inc., 2003
o >THIS DRAWING CONTAINS PROPIETARY INFORMATION ITY OF HENDERSON MAT'L REY.
AND IS SUBMITTED SUBJECT TO RETURN UPON 'R UEST,
m AND UPON THE EXPRESS CONDITION THAT THE ESCRRTION FINISH INFORMATION CONTAINED HEREN WILL NOT BE USED DIRECTLY OR INDIRECTLY IN ANY WAY
DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDERSON STANDARD VALVE BOX INSTALLATION DWN/DATE TILL 5/17/02
ATER
1i/16'
2A'
I/P OP 2.0'
F 5-3/4' -I
VARIABLE -7 5/8
T3: -
H N?
q
qT 2
N
yr DIMENSIONS IN INCHES
LENGTH
TOP BOTTOM
10 5
24
24
160
16 36
i6 36
26 48
26 60
OF HENDERSAN MAT'L REV'
o 2 THIS DRAWING CONTAINS PROPIETARY INFORMATION GUEST.
F v m AND IS SUBMITTED SUBJECT TO RETURN UPON RL'OUEST,
AND UPON THE EXPRESS CONDITION THAT THE ESCRIPTION FINISH 15-
m INFORMATION CONTAINED HEREIN WILL NOT BE
1 A _
I DETRIMENTALLTO THE DINRTERESTI OF THE CITY OF HENDERSON THRUST COLLAR DETAILS DWN/DATE TILL 5/22/02
SCHEDULE OF ANCHOR RING AND CONCRETE THRUST BLOCK FOR
PIPE AT DEAD END AND VALVE AS RECUIRED
PIPE DIA. C A B VERTICAL RFIF. HORIZONTAL REINF. RINGS REO'D
G%s% 12- 2' 1'-4' V-O' 4 R5 BARS EA. FACE 4 R5 BARS EA. FACE I PER. PIPE JT.
16' 2' I'-8' 1'-0' 4 R8 BARS A. FACE 4 R6 BARS A. FACE PER PIPE JT.
20' 3' V-8' I'-6' 4 'S BARS EA. FACE 4 R6 BARS EA. FACE 2 PER. PIPE JT.
24' 3' V-8' 1'-6' 4 •5 BARS EA. FACE 6 R6 BARS EA. FACE 2 PER. PIPE JT.
30' 4' 2'-0' 1'-10 6 e6 BARS EA. FACE B w6 BARS EA FACE 2 PER. PIPE JT.
36' 4• 2'-6' -0 1 6 •6 BARS EA. FACE B •6 BARS EA. FACE 2 PER. PIPE JT.
N
C)
O
Z
D
D
'-0' MIN.
m'n
mom
FZm
n?
z"
Ong
NOTES
1. SIZE OF CONC. THRUST COLLAR AROUND ANCHOR RINGS TO BE DETERMINED BY TRENCH
DIMENSION PLUS EXTENSION 'A' INTO SIDES AND BOTTOM AS SHOWN IN SCHEDULE.
CONC. INTO SIDES OF TRENCH TO BE POURED AGAINST FIRM, UNDISTURBED GROUND.
FILL AGAINST CONC.BLOCK TO BE COMPACTED TO 907. PROCTOR FOR LENGTH ALONG PIPE
OF AT LEAST 6,_O* EACH SIDE.
2. FOR PIPE WITH ONE ANCHOR, LOCATE ANCHOR 4'-0' /- FROM DEAD END AS SHOWN.
FOR PIPE WITH TWO ANCHORS, LOCATE FIRST ANCHOR 3'-0* BACK FROM DEAD
END AND LOCATE SECOND ANCHOR 9'-0' FROM FIRST ANCHOR.
3. ANCHOR RINGS TO BE ASTM A-36 STEEL AND SHOP FABRICATED ON C.I., DA., AND R.L.
PRESSURE PIPE FOR A BEARING PRESSURE OF 500 P.S.IOF AREA. FOR ASBESTOS CEMENT
PIPE. THE LENGTHS OF PRE WITH ANCHOR RINGS SHALL BE C.I., D.L. OR A.C. PRESSURE
PIPE IN LIEU OF ASBESTOS CEMENT PIPE.
4. DESIGN BASED ON 150 P.S.I. WATER PRESSURE AND 1500 P.S.F. SOIL BEARING PRESSURE.
a ? H ENOF
q
O
REV. RAWING NO.
OA \2 ow
rti _ 5_g >o
°- THIS DRAWING CONTAINS PROPIETARY INFORMATION QTY OF HENDERSON MAT'L REV.
o °- THIS DRAWING CONTAINS PAOPIETARY INFORMATION TY OF RENDER S O N MAT'L REV' °- m AND IS SUBMITTED SUBJECT TO RETURN UPON Rl?OUEST,
m AND IS SUBMITTED SUBJECT TO RETURN UPON RE'OUEST, c AND UPON THE EXPRESS CONDITION THAT THE ESLRIPTION FNISH
? v AND UPON THE E%PRESS CONDITION THAT THE _ `D INFORMATION CONTAINED HEREIN WILL NOT Y BE g _ g
m ^ m INFORMATION CONTANEO HEREIN WILL NOT BE ESCRIPTION FINISH I 15-A A r USED DIRECTLY OR INDIRECTLY IN ANY WA BLOW OFF L FOR DWN/DATE TLL 4/22/02
N . USED DIRECTLY OR INDIRECTLY M ANY WAY DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDERSON DEAD END MAINS
DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDERSON THRUST COLLAR WITH VALVE DWN/DATE TLL 4/22/02
PAVEMENT YALVE BOX COVER
O
?0 0 2 4' MIN.
fZ
m?
1 4' 2-1/2' CLEAR
PLING
VAT4-A-A
o _ THRUST COLLAR gSEE D I, V SEE OwG. N0. 11-AA
TAMPED BACKFILL 2'NPPLE (BRASS)
6' LONG
g _Z x
O 4'-p 1 FT 1 '11
Ox LA O-0-0 OVI D? 1r1
m1 ?. S VIZ VI
O D ~
Oa m?O ?n [ OCKING
_I VO I? z?mp?ov;o `>a $ na
O 2.0' BRASS MINIMUM
p "' \ 2.0' VALVE
Z E = r' CO D
O C, M D mA zJ DO m ? q 3 MECHANICAL PLUG OR IRON BODY) 36.0' BRASS 2.0' NIPPLE
Z S D O? n p OWjZ rn z SLIP JOINT PLUG WITH
j C O ID n O D A LOCKING GLAND
CO o m??-?+-`"i`" 'o -TAMPED BACKFILL
RCN ODmmm?
0;G CD rO z ?s 4
Z m Z C I,_4, 1._4, 1,_4•
m?mIz? PoPEOD. NOTE
Ln n o m I. FOR MAINS 8.0' AND LARGER,
O a A FIRE HYDRANT SHALL BE
g n PLACED AT THE END OF THE
MAIN
of ENOF E H NOF
9 9 g2. IN NON-PAVED AREAS, CONCRETE
ti a COLLARS SHALL BE INSTALLED
20 REV. RAWING NO. 'A REV. PAWING NO. z
2 ?r
?rti Ro'? H, 5 - A Azw= - 5 - B _
R R R OROrL!
PREPARED IN THE OFFICE OF: CLIENT: ,ApP9?d?"0,,• SEPT 2003 PROJECT:
?°YSIy>'•.,.IKMwIf
Kimley-Horn NORTH PARK ASSOCIATES, INC.
[[?? NORTH PARK DRIVE
[? ,. AEB WIF GRAM BY, tlEIXm BY, 024136 ; NiT. Br,
ThI6 dooument,tapether with the corwept6 and designs presented hereln.a6 an Instrument of service Is
and Associates Inc. JJP
p Intendetl oMy for the speclflc purpose and client for Which It was prepared. Reuse of and Improper • je?'`f'KCINON., 0FS11fD of
\O re[lance on this dooument without written authorization and adoption by Kimley-Horn and Associates. m0. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 UTILITY DETAILS 4•?.rFy`'-''opl9 JWM .1uam MsTAElu sacs 4oe N+ew 4WE1 MAWEk
shill be without [ability to Kimley-Horn and Associates, inc. PHONE: [phone] FAX: [phone] ?•"?MiiouVWww ?m, 012288001 CIT
Copyright Klmley-Horn and Associates. Inc.. 2003 SEAL'
BOTTOM SECTION
TOP SECTION
IRAWING NO.
14-A . _
2'
z °- THIS DRAWING CONTAINS PROPIETARY INFORMATION, ITY OF HENDERSON MAT'L REV.
°- Q m AND IS SUBMITTED SUBJECT TO RETURN UPON REQUEST, ///???
AND UPON THE EXPRESS CONDITION THAT THE ESCAIPTION FINISH _ _
m INFORMATION CONTAINED HEREIN WILL NOT BE
ti USED DIRECTLY OR INDIRECTLY IN ANY WAY THRUST BLOCKS FOR
- _ e DETRIMENTAL TO THE INTEREST OF THE CITY OF HENDERSON HORIZONTAL PIPE BENDS OWN/OATEjLL 5/23/02
3.000
CONCRETE
PLAN
BENDS J P IN
TEES
FINSH GRADE FINISH GRADE
24TH, it 6 GREATER PFE
IB'NL 10•s SANLLEA
Iz'MN. 4'AH 1e, A4N ,r NM1
n'
8
C IS01 D ISO1
B 5000 P.S.L CONICNETE
SECTION K-M 4' NN.
BENDS & TEES PLH B ELEVATIONS
Of NOfq PLUGS
REV. RAWING N0. z
o?
qT? -1 15-C_
TYPE PPE 90' BEND 1 45-BEND 22 1/2-SEND TEES PLUGS

6 ' 10' 6' 3' 8. a- • 10' IS'
6 I m w 10, 51 9'
7
16' Ir 1Y 10' -U -LE 4' '
r 12 16' 12' 14' 8' 111 J
C 11L iii 0,
14 23' IB• 14' 16' 10' 12' -
I6' -
IB' IB' 34

16
V
IS. I 1. 13* lip 20-
20 W 11- IT' 2!t 2
C '
24 - q' 2 V 2X .
.= _Mt 5E
An- - 27-
,
B I -0 1h.
8
1 14' IO' 14-
0'
14
I' 1 11' 16- 19. 4' 16. 48'
20' 7' Ie' 56'

a
° 38' 7' I' 2P I' 22- 4'
, 64*
o

NOTES
1. ALL TH LIST BLOCKS TD BE POJAEO
AGAINST FIRM U,'DISTOABED SOIL.
D BACKFIL
JACKFI(L
(NO MATERIAL
"HAN 2)
D BACKFIL
7OCK
CKFI(L
OR CRUSHED
9 PIPE O.D.
of (MIN. E)
)F 12WER
'IPE.
NOTE: NO ENCASEMENT REQUIRED FOR
SPACE GREATER THAN 12'
TYPE A BEDDING
CLASS 'B'CONCRE 6. ""' IN ROCK
FULL TRENCH WIDTH
(SEE NOTE) /0/

0
v
v
n PIPELINE'

-j-
6' MIN
12' MAX

v 17
c
EXIST
PIPE {
I' THICK COMPRES
(IMT CII1CD UA'
PROPOSED PIPELINE OVER EXIST PIPE PROPOSED PIPELINE UNDER EXIST PIPE
TYPICAL PIPE SUPPORT
109
i
D BACKFIL
IACKFIL
(NO MATERIAL
HAN 2)
STONE - I/B PIPE
1 PIPE (MIN.6)
'0 PIPE MIDPOINT
A.r.R.RL?
PREPARED IN THE OFFICE OF: CLIENT; +`nnCAtN44
M SEPT 2003 PROJECT:

PARK ASSOCIATES
INC p
4
p` 0.1„. M!/
`
°
` cau scNr,

Kimley- Orn ,
.
NORTH r
yFtss
.
it °
, NORTH PARK DRIVE
t•5
I DATE:
f
t DRAW BY,
i
i 0- BY:
and Associates Inc :. 024436 w Dw.H BY:
JJP
serv
rument o
ce,
s
ns
This document, together with the Concepts and designs presented herein, as an
`p Intended Only tar the specific purpose and client for which It was prepared. Reuse of and Improper . UTILITY DETAILS e?F'I? Off, w•?w
IS'`e^ °E Br,
\ reliance on this document without written authorization and adoption by Mmiey-Horn and Associates, Inc.
Q snmririrnout Horn liability to Kimley-Horn and Associates, Inc.
Copyrght Klml9y-Horn and AssoclateSinc..2007 P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone] ,
% f?'
4h4 W.
SEAL: 4NNNS JWM ,^ ?FZ>aexz

0 1228800 v6Br ^

C IB
W
W
TYPE A BEDDING
IN /EARTH
/00
W
TYPE B BEDDING
102
CONSTRUCTION SCHEDULE
1. Obtain a land diewb'ng permit. Schedule a pre-mmindlan
osn/erroe with the Chy of Henderson Englnear)ng Dg artale t..
2 The Contractor shall cad-dlmh erosion covhd with dW aft
Ctdraars In to avant Individual stns am developed or started
daring LOW* and shastaondnxflon
3. Install graa'caefrurion pad.tmpdrory dherslmaslt fret
sedlmert traps or other measures as shown on to plots. Clear
any ace necessary h Install these drlma Seed IsaWary
dNerdans,brms and basins Immdlahly efhr consfradrm.
4. Call its Cty of Handersrs Englnesl Depantmrt for an
date Inspection
5. Begin blearing and grubbing. Malntaln devices as needed.
Rough grade Site.
6. Install slam sewr.and paled hill with dock and grave'
1Nd dxtrdtaearmat traps,or a ar approved meal ras w
shun on the plans.
7. SfablYze ate as arms are &mqN roc to fished grace with
vepdmNrpptvIg,dlim AnIngs,dic Seed and MAIGh draded
areas within Fifteen (I5) days of wrp'mon of any #use of
as drwtan
&When aawtndlw Is cdApNle and all areas we stabilized
aepldtymll the Coy of Hadersm Engineering Deparliran'
for inspection
VEGETATIVE PLAN
SEEDING SCHEDULE
Shxddrs,Slde Ohmes.Skces l3d1
Dote Type Plailny Rate
l5tt ` Tdl Feeall ax l? ?a?ire
25 IWO"
Mar-Apr l5 Tail?e , R" 20
pqpRr15-JurL Hated Comm Bermdagrass 12 Islwe
Jun/5-hoJ5 TailFas" 601ba/ave
or NS an FyMrds m ,3750 lbatl
amore
Shoes (3d to 24)
Mr.l-Jun1 Salow LLwpaobza (Swrtrw) 50 two"
and
(Mr.l- L5) Aid Tall Fascue so Ibs.10"
Wr.l-,ke(30) or Add =fe Laegrow 5 ftloors
(Nr.l-AaA30) or Add ihdbd Cmvnm Baraudagrow 8 /bs•/aae
Jun/-Saz/ TellFemua m so IWO" lbalocre,
a ? Sudan hybrids m 3 30 0 /WWMre
Seel-Ya.l Srlcaa Leepedeza
(=1.d-nxe ffW) 70 lbslare
d Tall Fescue 50 /wo re
(Novi-Mar.O Add Abruzzi 1" 25 /shore
Commit CaurMlon Engineer or Soft Conservation Service
for oddtraMldrmNlon maerling dhn airMAes far
vegrdian If draded of The core vagrdlon rates re
those whim do wall umr load snditam other sadfng rate
mabsncifaw are passible.
Tmporay - Reeeed wording to odrmm scene far
deairod purmond wodaliom Lb Mallow Asaperaly caller to
prow over 12 IMes In high before mwlno,alhrwfsafag"
may be shded at.
SEEDING SPECIFICATIONS
U Arlr rough grating Is oagrMed,tll sail In areas to be
seeded and paced to a dal of six Inrlea
2) Aapy apiathral8rmafort/rmr and sgaerpaspMeh
dldurbcd areas to be vagdded
90 IbtllmsdorWICOO a.fi,(2 tow/acre)
35 16s.10-00-10 frhIlrzal sq ft.(1500 Ue/arol
40 Ibt507 6xperplpaprallODO nft!1750 Ibs/aaN
3) Disk nuhrlrte Into sa'/fi a depth or six Was uMtl
surface is uniform and free of large dht dads.
4) Seeding prmrenFpst
317 1be.NY-31haNfeszallOW sq.ft.(130lbt/aadduring
February 15 trough May 15 a August 15 through
November a
-OR
3D Ibs.KY-3itall fasaeand 2D Ibs.omlxd ryegrosslMO
sq.fl during Now nber 15 through February IS
5) Wtm seeded aroa with small grain straw at SG Ibs11000
Allft(2 tons/al Speed uifarmq. Awrodnatal
of paid surface should be visible to add boating
sunlight to seedNnga. On areas wrens to graced
surface equals r exceeds a 3d sA*%and In the Inverts
of all drainage ara tack oaAd, with asphalt andslon
at a rate of ISO galaw radsen par ton of straw.
6) Mulch "i d shM,wy and trees with pine straw to death
or 3 Index.
7) Teapray cover
hO Ibs.brown top m'Nr/1700 sq. ft.A* fdagh Agust 25.
-0R-
ID Ibaannal ryagrail aq.ft. August 25 though Apr/l.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE ENTRANCE/EXIT
OUTLET STABILIZATION STRUCTURE DETAIL
DETAIL A
W1=
A
L-
raiNrdar < 0.5 Lb
:11
Fltr Fabric
M
Seedion A-A
DETAIL B
W1.
A
L
Do +La
Section A-A
9. N ste Is ogxoled,rmoe tmpdrary ddrskva,rt fare,
sediment basins. etaand seed at or stabilize my resulting
bare arew. All prmaned erosion ow" dMaw Mould now
be Indd/ed.
/0. When vegetation has I edadlsteLoll fa a final
she Inspection by to City of HeMarwn Enplnsrlno Dgpartnal
MAINTENANCE PLAN
r. The Contractor shill dam all rslon and sedrmrt
awtraproxces for stability and eprdlon following every
runoff podMng rainfall let In no case Jess than anew snag
weak.A'y needed rquir6 will be mae Im adialfy by he
Contractor to aarNaln al/practices as designed.
2 The Contractor shall remove sadlined from its sedli enr
tap we dock and /lid prdettlm device when storage
capitally has bear, opaoxfmley 507 filled. Grovai will be
cleaned or replaced when the sedlmad pad no )agar
drains properly.
3. The Contractor shell nave ssdlnert from behind the
sadlmrt fobs who It become 05 fed dew at he
fart The sedlmwt fence will be repahd as necessary
to mlaaln a barrier.
4. The Co tralor sWI fertllzarosead as mosesary,ard
nxdch all seeded areas according to spedrrodfors In to
vagdaihw pan to md'Ndn a vyawa,a'mse vegetative
Caw..
a The Contractor shall provide gradd cover an exposed
slopes; witNn 15 working days or 30 olwdr data
(wNmasr is shrter)follwing comddhw of any peen
of groflrq,Prnwart ground aver Is to be provided for
all disturbed areas within 60 calendr days following
adRedhn of arletrudlom•
GRASS-LINED CHANNELS
CONSTRUCTION SPECIFICATIONS
fr fa=an ? amid d slord m ? mzarra
2 Excaah teey chmvsl and dope It to nod lines and dlmd(WOW the law fob- alt ng plus dur i gibed overcut aflo s ad sold buld?
3. Rmldn DIM pqparp dl of all excess ail so hat surface
water may al the rhrrhero*.
4.771e sand hy dr°thro establish dtfaw ad shciM of We& Protect In Me dxxN wIlldOW'd save aar?tld wvNlaa'7fee fro the eatWt~ id to wtthfiM
MAWENANCE pr
rainfall. rr s adah'IaNm?`l adloollY sir aihM grow Wk t
m rart n lIpat rhmpatat fi ? ` No donhl
wlld and all road crossings for bank dadlty, ad aldarm of
ttoo rrrotrtal to ? 0217Y17 dapolft Kr M d am
h?e"a?tty?Vigr". cowiton at all Msins N is tta primary anion
pamn:on for to dome,
Pipe Altlet To Flat Area
With No Daftned Charnel
H = Pop Rap to Top of Pipe (Mox.H = D + T)
T= 2T Class B RIP RDAUnless Ohe"wls Shorn On Plops
T- 10 Clow A Pop RapUness Otherwise Shun On Pens
Pipe Outlet to Well-Defined Channel
Do + 0.4La
40'
CONSTRUCTION SPECIFICATIONS
grades shown rop eery be field store or ragh parry alai. t should be turd, wpdar,
I. Ensure that is w Woo for the filter ad ripap follows its reptred pros and & Rlf
In r-reastod and wall graded,
al to to density of its aurroadlrrgg undisturbed
' v . , . In the pan Compact any fill reatled In the aubgr
• . ; ,' . • .' . .' . , molrrd. Law elms In the rAgrode an undldurbed mdl may also be filled by Iroeoaing the 7. Gastrin he apron on mro grade with no natal of the and. poke his hp of the
' . , rrprop Wakness. r/prop of to dorndream erd has' with to reaeYing arm r dlglty below It.
PUBLIC •.' w.' •.' ?.: ?•:
BRAD •r I' ,fyEAN:'ata,DNf, 3iR •' • ts' nNN 2The rlprap and gravoi finer mule adorm to to specified grading Ilnlte shown an the pans. 8. Ensure that the agar !a al7gned with the rea+'ving strewm and pefrady
straight to Mph t' a -acme Is needed to fn ste medtlmcpaae t In
;'. ,, . ,, . ; , ,.. ,, . 3. Fite' dahw/en used,nust meet steel reptromeNa ad Wrmpxcrplnagy potfepded than ms ul par last or ne epee
rg?a a during ?` cloth over rd eef° area. e NI arredlnl?ng J'Uras?aondid 9.lmredlaay after wnsfrWran,ahanze all disturbed aaaa with raordrm.
aerW a INNmxn of /foot. N doll Is mhslw,radae to and fWa" data
MAINTENANCE
PLAN VIEW 4. Rlprop may be placed by eptpsert bit take care to amid danoghg the fihW.
1 ripoP atfd structures after hay ralrm to see t ary radon around a
&Th miNmmn thiwnss of the Npap should be /5 tones to maxlmm alas dlmnehr. ? alll rlpri has taken place been dislodged. lmnmldey
r4ors AD DIVERSION RIDGE NEW CON51RUCnoN
PUBLIC 25' 15'
ROAD
B'
6" AUN -
BRIC lfE
GEBRIC
_ FA
CROSS SECTION
CONSTRUCTION SPECIFICATIONS
L Clear the, rtrorm and eat area of d/ vsgdarrarouts,
and War obladlaldde adarldand prgrN grade It,
2 Place to grave to the spedfre grade aadd drsrmtars
shown an the pMaand meal It.
Fri rdanWe.to carry wafer to a adlneN hap or
4. Use gantaWle ffabrics became fhy lapse &WHYy
or ft axdeflon In loalfae subJed to seepage or pr
Wrier Fade
MAINTENANCE
MaMdn lie growl pad In a oaMNion to prevent and or
raeaeppdettwd periodic from a7rg the construction sift ? with h atom WW each
rdKdClnwed say shufure used fo hcp sdlnmYand
dean It at as necessary. Im n dlahy remAw all
mJaflaode materials silJed,wasted,or tracked onto
Pul roadways.
iMdlatac Add curvee In pudic roads
and seep staples. Ram" all rogddlm
and dhr m eaaolk mdrld from he
faudalon area Grade and Sam
fwnddlm for podMw dMriaM
M he dope froward No road ee>eeds 27-
corWrut a r1dga6 to 8 Inches Ngh with
3d aids adpeaacross he foundation
tote ~* f away from the Addle red.
MULCHING DETAIL & SPECIFICATIONS
in Channels, roll ofstrips of Ming pra/Wto to
direction of flow ad over tta go*" mdaa
CONSTRUCTION SPECIFICATIONS
FIBERGLASS ROVING
Fibrgias radrq Is wand INO a cylIndrical' package so, that It can be
contlnnoudy withdrawn from his aalr using a oxArsssed air eJear.
Roving egwrds Into a mot or glass, fibre as t oxtaas tte sail surface.
It Is dM used over a show maa.but must still be tasked with aapMl.
Spread roving & farmy aver he area of a rate of 025 to M35
MAW Opt. Aldo wtth asphoff rmndlatey efhr application at a
rate or 0.25 to 1235 Iblaq yd.
As a channJ 114M ad o tatter styes of axlortrded flar,he roving
and moo be fufhr aMrred to pewdudrmidng. t may be Secured
with states placed of Intervals no grader Alm IO N akg is
drahlogaay.ad rmdm* Nrm~ its wtdNtb't Metre Ihm
10 ft oprt As an aplon to sft/MHe rwhg can be baled to a
dept, of 5 /robs of he upgrade and and of Intervals d 50 ft along
}h Asingth of the channel.
NETS AND MATS
Nola dons gwwdy provide little mdstrs conservation Drape and
ay 1/mtad amshrr pdailoA Thrar"Her we uaaiy used In
cmJudlw with an organic n x*.h such as straw
ExcWwhm wood flex slurry Is used, noting should atows, be
Installed over the n0ch Wad fiber coq be sprged on top of an
Installed nal
MalaiMudl/g 'extaWor' (wwd Fiber) dankets,aro w•midasd
p dadM m ldw and all be used danaon "Ibis sdltand
during dl teem of to Year. Place the mlhng In firm contort wth
lie ouch, and daps sarrey,
Join stripe onchal
and ng.
INSTALLATION OF NETTING AND MATTING
Products designed to a"srcwion s add be Installed In acclardows
wth manlradurer s Iralnrdront Any awl or darlik"pe product used
as o pndedlw nxkh should provide cover of of Most 3W.. d to
surface where N Is oWled. Installation Is Illustrated below.
I. A4* llmefert8zer and sad Mae h/fng the net or mat. N
and r?garr and seed Faye hr rwedr.oro Installing
f our
2 Start laying tte M from to fate of he darre, or slope and unroll h
dam the graft Allow cetllg to lay laoay on the MI but wNhrt
wrfndee-do M stmfol
3. To sore the M.bury ttt updaa and In a std or trench no leas
lion 6 Inches deepcewr with sddard tamp flrT* Stacks to net
every 12 Inches cases ttt hp and and every 3 ft dread to wipes
and baton Where 2 stops of rat am laid side 4, ddtNe adJtowsr
edges shrtd be asipped 3 Inches, and stapled together Each
drip or rdtng should also be dopbd dam to ratar.asy 3 ft.
Ile Mstrdah the no' when applying aq*&
4. To Jdn two snApsata trmm to anchor the and of its new nef.
Oxkp f and of to previous roll AS inhtas shown below. and
dope evay 12 Indus Jed brow the anger sht.
MAINTENANCE
hoed all m aides, /trladlolyand ofbr rainstorms to mr# for TIN
arosion,dlraadraaar failure. Where arasM Is obvsrved,appy dah. addd ?I mrMn ? r?`Lapad ulnr wgewon is fir r*
established.
I®AMART PLAID
..:.. al.mcs
PREPARED IN THE OFFICE OF, CLUE CA SSEPPT2003 PROJECT:
INC
NORTH PARK ASSOCIATES k0, %
-- KimleyHorn ,
. '°E w f 'aaTCU uuF,
k
,
SEAL NORTH PARK DRIVE
v. xo. a M rvmeYI aOaY: and Associates Inc 024436 auax erg
J
This Oocumant, together with the concepts and designs presented herein, as an Instrument of service. is
ose and client for which it was prepared. Rouse of and Improper
ifi
r
f
th
I
l .

DETAILS
EROSION CONTROL

wF?+tP'IIiEt°'
w

eY?
ocvcwp
e spec
c pu
p
or
ntended on
y
renance on this document without written authorization and adoption by Klmley-Horn area Associates. Inc.
snag be without uabmty to Klmiey-torn and Associates, Inc'
Copyright Klmley-110tH and Aesoclate4lnc., 2003 P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone] ?aitf ?••?0°d`
bwr?w in
SEAL: JNM •nwrp aaserx:c n¢u +oa xmcco,
012288001

SLOPE PhdOR FLATTER
assn wmmw
C 9
TaIAWW > 0.5 Lb
D 0
H
a
Filter Fabric
??NFENCE DETAIL TEMPORARY CHECK DAY DETAIL
TEMPORARY SEDIMENT TRAP DETAIL TEMPORARY
KySILT
STRUCTURAL STONE ISYAY.W1111"WWIREi q
18, 5 N1N
SEDIMENT uNn
CONTROL STONE
MIDDLE AND VERTICAL WIRES
SHAD. BE MGAUGE MIN.
9 9 4 7x F MAK. Y
s eye???e3• ?$?• Flew
?J??:?1?3?l:?3?3??•
TOP AND BOTTOM STRAM Fabric .0=1!! !ill 1!1111:iv Hitattffffft ?2 q SHALL BE 10 GAUGE MIN. LASS A q
PROFILE SECTION ERROSON ?ROL
of by w6e muh i ..... -.......... 6
STONE
STRUCTURAL STOP FORRSETTL FINr 2'r max
DESIGN FOR SETTLEMENT
WIRE FILTER FABRIC Fabric F center
SETTLED TOP 2' MIN 4. tened aar* t b ti tie e p s n1M fabric
NOTES: fasMd mar* +rPdgm side of the plats using
STRUCTURAL STONE SHALL BE STONE heat' dray wfre slates at lead IInch Iengor the wlree.
FOR EROSION CONTROL CLASS 'B' AND . j. MERGEMCY BY-PASS 6' ErfeM tie wire mesh support to No bdkm of his hands Section A-A
SHALL BE PAID FOR AT THE CONTRACT 5Y FILL 9f 6?:aj.
UNIT PRICE PER TOM 'STONE FOR ??;agr:aj9p BELOW SETTLED TOP OF DAM FILTER FABRIC S. When a wire mesh agkoat few Is used spocn
EROSION CONTROL CLASS 'Bur. pests a maximum OF 8 ft apart. Support posts should be CONSTRUCTION SPECIFICATIONS
WEIR LENGTH COMPACTED FILL drhw sewrdy No tie ground to a MNmmm of 18 aides.
SEDIMENT CONTROL STONE SHALL BE M0.5 OR PLUS 5 FEET 1. Platy dare to tie fires and dlmwMore shown In the plan on a ffNr Fabric
1p.57 STONE AND SNAIL BE PAID FOR AT THE NATURAL GROUND & Extra ahengM flfler farlc wtM bit paaspadrg does foundaffon. or CONTRACT UNIT PRICE PER TON 'SEDIMENT CONTROL FOR POOR DEFINED CHANNELS AWN ftl tferca 1. ? noflb 9 Inches Ddw ndurd pauM 1°'s' channat.
STONE.' DRAINAGE AREA WEIR LENGTH Ex srone at ea t ftstewMn the % keep aMhw water
!ACRES! (FT) from np
CROSS SECTION T. Excaveh a ftwch approx! 4 Inches wide ad R
DIKE MAY EXTEND ALONG MORE THAN ONE SIDE OF 4. Sol 5r Mmm daaro ro a n, !ht the dawAlm at the hp Of tie
THE TRAP AREA A TOTAL SEDIMENT STORAGE 1 4.0 8 Inches , deep along proposed the life
VOLUME OF /WO CUBIC FEET PER ACRE OF DISTURBED 2 &0 ? ? ?i STf L PoSf - --DEPTH upslam from He barrier. of puts and " tiu mveiaa f lowest s or the = dam.
AREA ShWLD BE PROVIDED. SOME OF THE REQUIRED 3 L:.•I; i WOW POST - 3'4DIPTH that water will flow or and around the don
VOLUME MAY BE PROVIDED BY OTHER UP OR 4 KID , & Baakiifl the bhrrh with empaded sail or graolplacd & Make sure that the c?haNnxel1rreaanchce ad,am the newt urprream dam h stable. such w
DOWNSTREAM CONTROLS. AN UNDERLAY OF 5 ? '- -,' ax the nNr fdrfa T. beEd n daesftiat ,ature s,an ch nact t auuDfi damage Job to damage or or blockage from displaced s s Ddlant.
STRUCTURAL STONE WITH FILTER FABRIC MAY EXTENSION OF FABRIC AND
BE REQUIRED BY THE ENGWEER PN'MENT SHALE. WIRE INTO TRENCH 9. Do net offach RNar fabric to existing arms. MAINTENANCE
BE MADE AT THE CONTRACT BID UNIT PRICE MAINTENANCE
PER SQUARE YARD. Inspect deck dam and chards for damage after each runoff wort
CONSTRUCTION SPECIFICATIONS Inspect smdlmat fences at hod once a week and Ani7dpofe submergence and depnMfm abase the cheat date and radon
afir each rainfall. Make any repaired reoalrs Imndladey, from Ngh flaws around the sages or the dam Correct dldamupe 1 .
CONSTRUCTION SPECIFICATIONS 8. Material used In the alas section ahxdd be a wail-rpaded Mxbee of atone MATERIALS If dprefWant eradm occurs beMmm dam Install a pn looMe rlpap Iflw In d50 sized 9 IaNHm (aims B rceM anird dare Is reoowneMdO and Snub Ne fabric of a sediment fence oylapm,lear, Npt paflM or Ne cteand.
with a
L Clmr,ar? and drip the ores order the rroantmrt of all opetallon and a th a d5O daro or 9 at es ( Tie darw ow larger be machine a re pbad e and the L Use a ay~o filter fabric or a pxvlas dent of WyprWkMWon deowpose or bacon fre/fedhfareplace ft pmgty.
roof mof. Hme.m strip ft sail mldN Nph wnxYo or apm'c mdhr anelbr stares worked aIND If orm Tie t 14 tie chess Ne may d shxe should to , or p*&Yoan yarn whIch Is certified by the maufaduror or Replace burlap every 60 days. Room sedlnwd aoam ild6d beNM He done as needed to pment
f?Nn
supplier as ax/aMng to the reputranrta shown In the table below. damage doatpfh or dlspmm of N properly. ffoul all objectionable material to the hrd.mpdar.ad Npsy wmdher-reddaN. to channof dwi.a opefdlot /erg the o4 from to dmin
designated disposal area Remove sdfmaNdgaat7s w necessary to provide ate desk aM1ald paorllarpe Mare from arryfnp ax A's
9. Ensure Notthe done s?hAm, adfet mdfon extends downstream poetthe roe Sy~c filter fabric should co taln dirmdald ray INiblWs and stabilizers adequate daatce va4mce for the next rain and to reduce dam Add dales to darts as needed ro tddn design AI and cross mdfm
2 Ensure that fill mahrfal For the wibaNmert Is free of r?ds,wmads vmoiWOR or fie wtw*mataNl Babb ardmww ore reached and am VOW& Is to pralde a minimum of 6 mxfk of expected Usable construction life pressure on He face Take ere to amid urdermiring
argaNc mdhr,md dhr obJedfarode molrld. Place the nllln Ifffs a7 to acTM for the receNlrg ahaom Keep tie edges d tie atom a#W section of a hempxrdwe rage Of O to 120 degrees F. the fare during deonout
nosed 9 Irwin and marline comaad It. Over fill the ambo t 6 Inches to f with the surrounding "" and shoe ft owtar to marine the aAflav
alkw for set lemai sheaa Z Ensure ft& pods for sedimaf fen ow are ~ 4irc7 d/ormM PIPe Ran" oil fencing materials and unstable sedlmrt
3. Construct the atM sedlm In Ne a,eortmH. Prated the comedlon A7. DIrei bypath fo Mrd,ahdNe has. fxole bypass adbts se 2-inch alamelr mks 1.33 ID/lfrear tided with a MNmum Mrom of 4 ft. deposits and bring the arm to grade and daYihe N after LEVEL SPREADER DETAIL
between tin rfprop ad the sail flan &IM p' urdrp flAbr fabric or a keyway that liar will not it em0aekmnf. Make axe that shot posts hwe prolatlors to fahelllale Fosiring its faric the contributing drainage area has been prapry stabilized.
ota f herh beMmm the rfprop dnmtuxe ad the aril. IL SMMg2e the rnbmturM and dl disturbed areas adam its sediment wi 3. For rddrament d standard strength fiNr fabric, use wfro from with o
- Plain the filler fabric bowiven We rlprap and soft Extend the fabric across arm darnshmm from the hap fmmdldey after medruYlm Mrimxn H gape and a madmmr mesh spacing d 6 Inches. CROSS SECTION
the ap'llway fou dalfon and sides to its top of the donor 12- Shaw the dlsiaxe From the fop of the splmoy to the sediment deanaA CONSTRICTION Plysical Prop" Rwrwarla
VartaGe
- excavate a kel*W trench abrg ft oartrllm or the spillway foundation bud (as-MN the design dapfN an life plans old mark It In fhe field. f7filorIng Efflda 85/. In (mlrd stapled =IT Lip the sides to He h I Nor He dom. Tie hmct should bed L Tensile SSmm at Standard anrd char
deep ad 2 n wfde with 1l side SAWIM MAINTENANCE Coiner eao faArics. as. 207 27/. fmp carrier or standard s}reyth or &&a stregth txl e EkmndqMhnpaotion 30 Ib/1fn In !MN
Strength- syNhHthc flNr
i (min)
4 Clear me pat mroa below !re ~on of If the sect the ptlhvW to fadltiab Immd tmrysrary sediment hops dtr eah d dgrtfbad ralrldl. Rmlam I?
adlneY deanaut. 7meN and reshxe Nu hoproNaorlpl dimeslaa When the sedbdt has Z Ensue that the h fght or the sediment farm chew not aced 18 Imes Extra SYragNr - - - - 9Mn ?II
a nmxtdd to os-Mlf he design dgth of Ne hap Plain ft sedimsd that Is akan the grand surface. (HWW feq+e may Impound vdanes or water 50 Ib/Ifn In (min) - Q I I I I ICI
S. NJ at and fill slopes should be 2a or fl~.. rseaved In the dedgmbd disposal area and replace the oatarNald part Of sufffdat to cause falfum OF the drui,xet
ft grind facing. Slurry Flaw Rote 03 gat/say ft/mfn (MN
H I I t-I i I
He se tM ban ddrdmmqeu1m afan or fie or Id that a minimum qnA 1y J. C acvrConsbarriConstruct Construct the f oI labrk from a mtlaeu rail ad tie Mgt of the F? M ? H I I H I I LEI I
& Ensure width
bottom
do maxTman side beam d Id thct edend to lie b1Mn Check the the sspillivay tructure for rdamage mre n!s amen pdIS ft below law Thad of filter dot) to dot) achy awte of 1 a dn support Wsupport on J pad dds with are arero ap to y, the ma next fades ft IT T IT I ImI ' 11TTI7I' 1'
or the spillway seavon. depth the arbakeeft. Imndfday fill ay settlement of the mbmkmrt d sirgMy Lem Isp 6' Mn
1. Castnxt MNmum MI., dam design grade. Any riprop displaced from the spilNOy must be replaced
the
paru,wNh 2l aide daces h hp d Ne are fflbd anWrkrtwL I maey. CONSTRUCTION SPECIFICATIONS
Karp Ne 1Nd'mm aI 1-13 spfllrw aA1d draieune d a MNmrm d
21 fndsa Tie weir mud odd fo prase k assure MM a fl smdlmed-prodcdrg areas h" been mafal* shobilzed ram" tie
design capacity. wand slim unstable proporlY fart. Small ft am to Mend with We dJdN q brled6I nches dap a vertical hrch m ft la edge, t 6 Inches over edpe?d mid
bait agnlretsadNy cut sod ad be searrey field in plow with lose space hay
duty wire ddpkw 12 Inches Mp.
TEMPORARY DIVERSION DITCH DETAIL Z Ensure that the spreader Ifp Is Mont for uniform spreading If dorm naWY.
BLOCK AND GRAVEL DROP INLET PROTECTION 3. Con h & He level spreader on urdlshxbed sail (not an ngL
COMPACTED SOIL 4. Construct a 20-ft hrmdNon section from the dhxdon abmdto bend meshy to
--? Z MINIMUM ?--- the wlah and depth OF its spmdr.
IOy! ?e e=ff from Is tie spreader su ?h to kap flow From m o nce"
F? DEWIITERIIG CONCRETE BL= not to exceed
MINIMUM & Immdict* heir Its cwtraNmogpw1day sod and mulch he entire did~
WIRE area or the spreader.
_ scREEx
TFJIPORAIW SEDIMENT MAINTENANCE
PoDE
BTYPCAL Inuaa lad spreaders alter aa7 ralnfdl atN wgefdfm is edadldM,ard prpyth}'
- ¦ ¦ ?-
¦ ¦ ¦ tg LIEW'ATERNG
r
` make needed repairs. After the area has tom dadllzed,mob prfdlc fnspeallo s
lRC ¦ ¦ g ----?-- and keep ogetaBon In a hoift 0garws c rdNhn.
CROSS SECTIONAL VIEW _ ¦ _ _ _ ¦ 1
° rnx. rI
CONSfRlC''OON SPECIFICATIONS sae 0 1
C: 7
Ic, 6 Retain and p'gory dis{mm of dl frms,bursda*w.ad Ohi ableWa'IaMe mirlhe. 7YAx.
Z Ensure tie the Mrtmxm constructed am section mods all dintpn rMinamoNs
3. Ensure that tin ha of Me dike is not lair at ary point than ft design draNm plus He Specified adthmrlf. d?1?;b
4. Provide su fidrt ram around dhrsiae toper machine rap nf, ad dmrmt. pa
y 5. Vegetate He Ndge Immdiatdy after wAshr Lunn a N will remain In paw less than 30 working days. ? ° _ SfpYExT
&Um hohi arcry 8ror wine noted an plan. (t)_O. 0 a•
MAINTENANCE -? ??-
4 fmped tmpaay dWsfo s ace a week and dir awy rdrrall umndldsy rmae
Y sd?mrtfrom the fiw area and ropi the dhwsft Hags. Cardruili, deck aAlda ad maim 2aSLOPE .GROVEL FILTER
` i ge mid ffie dp?to'? wthe ith its s t natural s pormcnavft level mid sfablflzodrwvm ?
dadll
r n N.
PREDIDURT PLNNI
PREPARED IN THE OFFICE OF: CLIENT: ,,`JHYCA10, : ?Pµ2? PROJECT:
NORTH PARK ASSOCIATES, INC.?/ EESS/ ti?i •,
ion ey- Ori1,:a, ?a NORTH PARK DRIVE
SEAL abler: am??ae.: 024436
and Associates, Inc. , • a M
This document, togel her with the concepts and designs presented herein,.. an Instrument of Service, is JP
p Intended only for the specific purpose and ollent for which It was prepared R-Se of and Improper
EROSION CONTROL DETAILS ,?'ei`FNC INEE? 'I•.`, OeSgeWM AnAp1E°
\ reuanee on tnls doaament without written authorization and adoptmn by KHm ey-Horn and Assodates.inc. P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636-3068 yw?q?Y. p6a JJWM
O .elbow wlthout Ilobinty to Klmley-Horn and A.9..Iate.,lna. PHONE: [phone] FAX: [phone] A'rr W, Mvpwww uxcxm er, rnEaxcs was ms wAHR ewer mxw
Copyright Klmley-Horn and A-I.tes.Inc..200} SEAL eeuaa 012288001 C20