19981119 Ver 1_Complete File_19981113

State of North Carolina
I Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
• •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 1, 1999
Cumberland County
WQC 401 Project # 981119
APPROVAL of 401 Water Quality Certification
Mr. Thomas Speight, Jr., Senior Engineer
Water Resources, PWC
City of Fayetteville
PO Drawer 1089
Fayetteville, NC 28302-1089
Dear Mr. Speight:
You have our approval, in accordance with the attached conditions, to place fill material in 1.1 acres of wetlands or
waters for the purpose of constructing a sewer line at Cottonade subdivision in Fayetteville, as you described in your
application dated November 30, 1998. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 3101. 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. Also 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. If you change your
project, you must notify us and 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). For this approval to be valid, you must follow the conditions listed in the attached certification.
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 1508 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 Domey at 919-733-1786.
res n Howard, Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Fayetteville DWQ Regional Office
Mr. John Domey
Central Files
Donald Bunce, Moorman, Kizer and Reitzel 981119.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd, Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
MEMORANDUM
TO: John Dorney Regional Contact: Ken Averitte
Non-Discharge Branch WO Supervisor: Pal 11 Rawls
Date: :1,119,199
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Cottonade Subdivision Sewer County Cumberland
Project Number 98 1119
Recvd From APP
Received Date 11/13/98
Recvd By Region 12/14/98
Project Type installing a sewer line
County2
Region
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F 12 IIWPW770 N F- 16-29-1 F-c - NSW 030604 1.10 1-
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant?p Y O N
Is Mitigation required? p Y * N Recommendation: Q Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss)
Comments:
Longitude (ddmmss)
Given the type of permit
NW 1 1 inquired
2 abou t the need for r egional co mments. The following
jtems addross th ,
e concerns m ,
entioned In r espo nse.
1 Funding for thi s project com es from the F ayet teville Public W orks Comm ission, a "non-profit" utility
owned by the Cit y of Fav -tt vil l - There is no gr ant money, etc, involved. T hese sewers are to serve
an area mcently annexed into the city
, and repQ rledly must he c ompleted by June of 2000. There is
VERY little
if an y undevelope .
d land in the drain age area, The secondary *mpacts of this eject will
,
probably be mor e beneficial th an negative, give n the number of failingp tic tanks in this area of the
county. (There a re number of on-site syste ms b elieved to be c onnected to the storm sewer system.)
Estimated flow fr om the entire not j
pro
eec
t ist th 's ar e expected to be <1 MGD.
According to t he consulting -
.
,
engineer on this p roject, the cond itions of th e CSC: will he followed. He
and'cated that the work would h e limiter) to a ma x 40 ft corridor in WI , and be located as near the
edge of the WL a s possible St ream crossin gs a re near perpen dicular, anti -seep collars installed. -etc.
This is part of a bigger proje ct However, mos t (but not all) o f the WL im pacts are in this segment,

cc: Regional Office ?-? Page Number 1
Central Office
Facility Name Cottonade Subdivision Sewer
Project Number 98 1119
Comments (continued from page 1):
County Cumberland
Regional Contact: Ken Averitte
Date: 1/19/99
cc: Regional Office
Central Office Page Number 2
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Cottonade Subdivision Sewer
Project Number 98 1119
Recvd From APP
Received Date 11/13/98 Recvd By Region 12/14/98
Project Type installing a sewer line
County Cumberland
County2
Region
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
12 HWFO Y O -N F 16-29-1 C NSW 30,604. 1.10 F-
F-F-15 YON
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y 6 N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N Recommendation: Q Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
Give n the type of en rmit, N W 1 2, 1 in quired abou t the nee d for regional co mments. The following
items address the concern s m ention ed in respo nse.
1. Fu nd ing_for this project com es fro m the Fayet teville P ublic Works Comm ission, a "non-profit" utility

owne
d by the City of Fayet
tevil
le. Th
ere is no gr
ant mone
y, etc_ involved. T -
hese sewers are to serve
an ar ea recently annexed i nto the cit , and repo rtedly mu st be completed by June of 2000. There is
VER Y little, if any, undevel ope d land- 6n the drain age are a. The secondary impacts of this project will
rp ob ably be more benefici al th an neg ative-give n the num ber of failingep tic tanks in this area of the
coun ty, (There are numbe r of on-site systems b elieved t o be connected to the storm sewer system
Estim ated flow from the en tire projec t, not just th is segm ent, are expected to be <1 MGD_
2. Ac cording to the consult ing engine er on this p roject, th e conditions of th e GC will be followed. He
indic ated that the work wo uld b e limit ed to a ma x. 40 ft. c orridor in WL, and be located as near the
edge of the WL as possibl e. St ream crossings a re near p erpendicular, anti -seep collars installed; etc_
3. Th is is part of a bigger p roje ct. Ho wever, mos t (but no t all) of the WL im pacts are in this segment.
A -_- .. - l1__ _.__.:._--.. L1_ - -._1:.._ ._..-.--1 .- 1 -- __-11.. 1- I- - 1-.-I -1 -.__- &I- - 1..__..___•_1__1
cc: Regional Office
Central Office Page Number 1
Facility Name Cottonade Subdivision Sewer
County Cumberland
Project Number 98 1119 Regional Contact: Ken Averitte
Date: 1/19/99
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
ENGINEERS •
PLANNERS
SURVEYORS
MOORMAN, KIZER A REITZEL, INC.
115 Broadfoot Ave.
P.O. Box 53774
Fayetteville, NC 28305
[phone]
Fax:[phone]
[e-mail]
November 30, 1998
Mr. John R. Dorney
Water Quality Certification Program
NCDENR
Division of Water Quality Non-Discharge Bra
4401 Reedy Creek Road
Raleigh, NC 27607
REF: 1998 Fayetteville Annexation Phase III-A
Cottonade Subdivision, Section I
Cumberland County
DWQ #981119
Dear Mr. Dorney:
Enclosed are the seven (7) copies of the 404/401 Permit
Application, project location map and the plans which you requested
in your letter of 11/20/98.
If we can provide any further information, please notify our
office.
Sincerely,
MOORMAN, KIZER & REITZEL, INC.
'jJ 4, ? LIhv
Donald A. Bunce, EI
DAB: boa
Encls.

981119
DEM ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) :
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGtMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE, APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME:
Public Works Commission of the City of Fayetteville, NC
2. MAILING ADDRESS: PO Drawer 1089, Fayetteville, NC 28302-1089
CITY: Fayetteville STATE:
SUBDIVISION NAME:
Cottonade
NC ZIP CODE: 28303
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE) : N/A
3. TELEPHONE NUMBER (HOME) :
(WORK): [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Thomas S Speight Jr PE RLS, SEnior Engineer Water Resources
Public Works Commission, PO Drawer 1089, Fayetteville, NC 28302-1089 [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE) :
COUNTY: CUMBERLAND NEAREST TOWN OR CITY: Fayetteville, NC
1
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) :Project begins approximately 800' east of Shortridge
Road (SR 1522) and extends westerly approximately 2356' and terminating at the
end of Faulkner Place (SR 3486).
6. IMPACTED OR NEAREST STREAM/RIVER: Big Branch Creek and Beaver Creek
RIVER BASIN: Cape Fear
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW•), WATER
SUPPLY (WS-I OR WS-II)? YES [ ] NO [X ] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [X1
7C. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [X] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [X1 IF YES, DESCRIBE ANTICIPATED WORK:
9a., ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 3.29 Acres
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
1.1 Acres
2
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION: 1.1 Acres
FLOODING:
DRAINAGE:
OTHER:
TOTAL ACRES TO BE IMPACTED: 1.1 Acres
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION).:
N/A
LENGTH BEFORE. N/A FT AFTER:
WIDTH BEFORE (based on normal' high water contours): 5 FT
5 ?m
WIDTH AFTER:
AVERAGE DEPTH BEFORE: 2 FT AFTER: 2 FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER: Installation of sanitary sewer below stream channel
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? N/A
WHAT IS THE EXPECTED POND SURFACE AREA? N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
ONLY) :ICALn t'aI IT D?02?F,?VUSS,Rni(Lary ewerAUL 111 Using IrackhOeWzTorS
ONLY) 1 t? Y 1.
excavation, front end loader for hauling in materials for construction, and
miscellaneous small hand held equipment such as Cultipacker for compaction.
13. PURPOSE OF PROPOSED WORK: Future service to residential subdivision.
3
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT` IN WETLANDS. ( INCLUpE Y, MJJSUgES Tff Eq TO ?W I t0 eX1S tl h AND
IMPACTS) : Sanitary sewer 1S oglca y locatecd all ong Y ow g sewer outfall,
installation of Anti-Seep collars and construction limited to 40' width within
Wetland Boundary. Elevation will be restored to original grade.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR
PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT
IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE
CONTACTED: N/A (ATTACH RESPONSES
FROM THESE AGENCIES.) USCE Wi"lmington Responsibility
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH'MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: N/A
USCE Wilmington Responsibility
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES QQ NO [I (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES (I NO [A
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES (I NO [I
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
Sanitary sewer collected by outfall to_be constructed with this permit will be
treated at the Rockfish Creek Water Reclamation Facility.
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U. S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/AGENT'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
DATE
5
r
o ss UNITED STATES
DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
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1957
VICINITY MAP COTTONADE SUBDIVISION OUTFALL`
PURPOSE: PUBLIC WORKS COMMISSION
SANITARY SEWER EXTENSION SCALE: 1' = 2000' FAYETfEVILLE, NORTH CAROLINA
DATUM: CUMBERLAND COUNTY, N.C. MOORMAN, KIZER, REITZEL, INC.
HORIZONTAL NAD 27 CONTACT: VICTOR GANJEHSANI ENGINEERS, PLANNERS, SURVEYOF
VERTICAL NAVD 1929 CHIEF ENGINEER WATER RESOURCES 115 BROADFOOT AVE.
ADJACENT PROPERTY PUBLIC WORKS COMMISSION FAYETTEVILLE, N.C.
CUMBERLAND, COUNTY OF THE CITY OF - FAYETTEVILLE [phone]
State of North Carolina
Department of Environment F?W'A
and Natural Resources 0
Division of Water Quality
James B. Hunt, Jr., Governor NC ENR
Wayne McDevitt, Secretary NORTH CAROLINA DEPARTMENT OF
A. Preston Howard, Jr., P.E., Director ENVIRONMENT AND NATURAL RESOURCES
November 20, 1998
Mr. Donald Bunce
Moorman, Kizer and Reitzel, Inc.
115 Broadfoot Ave.
Fayetteville, NC 28305
Dear Mr. Bunce:
Re: Cottonade Subdivision Sewer
Cumberland County
DWQ # 981119
The Division of Water Quality has reviewed your submittal for a 404/401
Permit for the installation of a sewer line in for the City of Fayetteville in Cumberland
County. Your application was not complete since seven copies of the application were
not included. Please provide information regarding the location of your project. This
information is needed by DWQ in order for us to decide whether this project is
approvable.
I can be reached at 919-733-1786 if you have any questions. Until this
information is received, I will request (by copy of this letter) that the Corps of Engineers
place this project on hold. Also, the project will be placed on hold for our processing due
to incomplete information (15A NCAC 2H .0507(a)(4)). Your processing time will begin
once we receive a complete application.
R. Dorney
r Quality Cer ica on Program
Attachment
cc: Fayetteville DWQ Regional Office
Wilmington District of Corps of Engineers
Washington Field Office Corps of Engineers
John Dorney
Central Files
981119.hld
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Donald Bunce
Moorman, Kizer and Reitzel, Inc.
115 Broadfoot Ave.
Fayetteville, NC 28305
Dear Mr. Bunce:
Re: Cottonade Subdivision Sewer
Cumberland County
DWQ # 981119
November 20, 1998
The Division of Water Quality has reviewed your submittal for a 404/401
Permit for the installation of a sewer line in for the City of Fayetteville in Cumberland
County. Your application was not complete since seven copies of the application were
not included. Please provide information regarding the location of your project. This
information is needed by DWQ in order for us to decide whether this project is
approvable.
I can be reached at 919-733-1786 if you have any questions. Until this
information is received, I will request (by copy of this letter) that the Corps of Engineers
place this project on hold. Also, the project will be placed on hold for our processing due
to incomplete information (15A NCAC 211 .0507(a)(4)). Your processing time will begin
once we receive a complete application.
R. Dorney
r Quality Ce fica on Program
Attachment
cc: Fayetteville DWQ Regional Office
Wilmington District of Corps of Engineers
Washington Field Office Corps of Engineers
John Dorney
Central Files
981119.hld
•
A 4
loom
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper

ENGINEERS '

PLANNERS IM
SURVEYORS
7-111?0011NIAN, KIZER & REITZEL, INC.
-
~-• 1
I
?
(1?? 115 Broadfoot Ave.
P
O
Box 53774
D .
.
Fayetteville, NC 28305
3 ?ggg [phone]
Fax:[phone]
li mkrOfayetteviIIenc.com
GROUP
ITf SECTION , .._.
MEMO TO: Mr. John Dorney
Mr. Allen Davis
Files
REF: 1998 Faye tteville Annexation Phase III-A
Cottonade Subdivision, Section I
DATE: November 11, 1998
Enclosed please find an application and supporting data for your
review. We are requesting a Nationwide 12 Permit for construction
of an 8" sanitary sewer main in Cumberland County, North Carolina.
Please review at your earliest convenience. If there are any
questions or clarifications, please call.
Respectfully submitted,
MOORMAN, KIZER & REITZEL, INC.
/9"vj 4, &.?'
Donald A. Bunce, EIT
DAB: boa
Encls.
cc: Mr. Victor Ganjehsani, PE
sUNITED STATES, ?.
DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
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Lor?F, ?gU sc 0O" N3500-W7852.5/7.5
1957
VICINITY MAP COTTONADE SUBDIVISION OUTFALL
PURPOSE: PUBLIC WORKS COMMISSION
SANITARY SEWER EXTENSION SCALE: '1' = 2000' FAYETTEVILLE, NORTH CAROLINA
DATUM: CUMBERLAND COUNTY, N.C. MOORMAN, KIZER, REITZEL, INC.
HORIZONTAL NAD 27 CONTACT: VICTOR GANJEHSANI ENGINEERS, PLANNERS, SURVEYO
VERTICAL NAVD 1929 CHIEF ENGINEER WATER RESOURCES 115 BROADFOOT AVE.
ADJACENT PROPERTY PUBLIC WORKS COMMISSION FAYETTEVILLE, N.C.
CUMBERLAND, COUNTY OF THE CITY OF - FAYETTEVILLE [phone]
w
I
DEM ID:

CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT H):
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
Public Works Commission of the City of Fayetteville, NC
1. OWNERS NAME:
2. MAILING ADDRESS:
PO Drawer 1089, Fayetteville, NC 28302-1089
SUBDIVISION NAME:
CITY: Fayetteville STATE.
Cottonade
NC ZIP CODE:
28303
PROJECT LOCATION ADDRESS, INCLUDING A SUBDIVISION NAME (IF DIFFERENT' FROM
MAILING ADDRESS ABOVE) :
3. TELEPHONE NUMBER (HOME):
(WORK) : [phone]

4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Thomas S eight, Jr. , PE RLS SEnior Engineer Water Resources
Public Works Commission, PO Drawer 1089, Fayetteville, NC 28302-1089 [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE) :
COUNTY: CUMBERLAND NEAREST TOWN OR CITY: Fayetteville, NC
1

SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) :Project begins approximately 800' east of Shortridge
Road (SR 1522) and extends westerly approximately 2356' and terminating at the
end of Faulkner Place (SR 3486).
6. IMPACTED OR NEAREST STREAM/RIVER: Big Branch Creek and Beaver Creek
RIVER BASIN:
Cana Fear
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING YES, RESOURCE WATERS (ORW.), WATER
SUPPLY (WS-I OR WS-II). YES [ ] NO [X I 7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [X]
IF THE PROJECT IS
, WHAT WITHIN
LI ?
IS H THE A LAND COASTAL USE PL
AN T (LUP) DESIG14ATION
LIST OF COASTAL COUNT ),
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [X] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [X] IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 3.29 Acres
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
1.1 Acres
2
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
1.1 Acres
FILLING:
FLOODING:
DRAINAGE:
EXCAVATION:
OTHER:
TOTAL ACRES TO BE IMPACTED: 1.1 Acres
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
N/A
LENGTH BEFORE: N/A FT AFTER:
WIDTH BEFORE (based on normal high water contours): 5
5
WIDTH AFTER:
2 FT AFTER: 2 FT
AVERAGE DEPTH BEFORE:
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER: Installation of sanitary sewer below stream channel
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? N/A
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHAN TTA ONLY) :ICALn td I IPF'W 2e$V?SS'A'ni(Atd y ewer utfa)11 Using ?rackhoeWTorS
ONLY) I
excavation, front end loader for hauling in materials for construction, and
miscellaneous small hand held equipment such as Cultipacker for compaction.
13. PURPOSE OF PROPOSED WORK: Future service to residential subdivision
3
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
ing sewer
OUT' IN WETLANDS. (INCLUpE ANY, ME SU S TAKE TO INI VIZEiW 'TLAND
,
IMPACTS) Sanitary sewer is logicaljy ?Eocated a? ong Yow o exs sewer outfall
installation of Anti-Seep collars and construction limited to 40' width within
Wetland Boundary. Elevation will be restored to original grade.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR
PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT
IN THE PERMIT AREA THAT N/A Y BE AFFECTED BY THE PROPOSED PR(ATTACH OJECT. RDATE
ESPONSES
CONTACTED:
FROM THESE AGENCIES.) USCE Wilmington Responsibility
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
HISTORIC
(SEE AGENCY ADDRESSES SHEET)
'MAY REGARDING
AFFECTED PRESENCE
BY E THE PROPOSED
PROPERTIES IN THE PERMIT AREA WHICH
PROJECT. DATE CONTACTED:
USCE Wilmington Responsibility
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES Q(] NO [ ] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES [I NO (A
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE)
YES [ ] NO ]
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
Sanitary sewer collected by outfall to_be constructed with this permit will be
treated at the Rockfish Creek Water Reclamation Facility. ^
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVI'T'Y IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/AGENT'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
DATE
5
AI~1 K IG/
0l~01® OV
Imo ~ OOt 71IM
¦
j
i I
I I.
I
crrY COUNCIL
J.L DAWKINB, MAYOR i
MILO McBRYD4 MAYOR PRO TEM
JAMEB M. KKR, JR. PE DARRELL HAIRE PAUL WIW PAUL YYILLIAMB
WICK SMfi1i CURTiB YMORTfIY DR. SU8M DR. SUSAN K. CHEIX
A. MA86E1f, JR. ANNE POGLEMAN AAIIRIC IQ~ ROBERT MARK KBdDRK;K
BERM MLLIJOUW
DON TALBOT BERM MW
CRY MANAGER, ROGER STANCIL
P.W.C. COMMI8810NER8
MILTON R. VYOFFORD, CHAIRMAN AN
ROBERT W. SAUNDERS, VICE CHAIRMAN i
YANCE NEAL. SECRETARY I
ROBOT c. WILLL11M8, TREASURER
gTgVEN K. BLAtdCFIAi1D, GENERAL MANAGER QER RESOURCES ~
M.J. NOLAND, CHIEF OPERATING OFPK:ER WATER RESOURCES
8HEET INDEX
OFlLE SHORTRIDGE RD. STA 0+00 TO STA 14+00
1. COVER SHEET 18. PROFLE SHORTF ~ Q 8, LEGEND 19. PROFlLE 6HORTF 2. GENERAL. NOTES OFlLE 6HORTRIDGE RD. STA 14+00 TO STA 28+00
UTILITY NDIX PLAN 20. PROFlLE GALLON 3. PARTIAL fl , DFlLE GALLOWAY DR. NORTH STA 0+00 TO END OFILE NEWCASTLE RD. STA 0+00 TO STA 11 +26
~ 4. PARTIAI. UTiLITYANDEX PLAN 21. PROFILE NEWCA ~ 6. PARTIAL EROSION CONTROL PLAN 22. PROFlLE NORTHI OFlLE NORTHAMPTON RD. STA 0+00 TO STA 14+00 +
; ~ 8. PARTIAL EROSION CONTROL PLAN 23. PROFlLE NORT'HI OFlLE NORTHAMPTON RD. STA 14+00 TO END
~ ~ 7. PROFILE'A' STA 0+00 TO STA 14+00 24. PROFILE GREENI OFILE GREENGATE HILL RD. STA 0+00 TO END OFILE WHITEHALL DR. STA 0+00 TO STA 12 80 i
8 OFILE'A' STA 14+00 TO 26+03 25. PROFILE WHITER . PR Fya 9. PROFILE COACHMANS WAY A PROFILES 'B' A'C-2' 28. PROFILE HALIFN ',OFlLE HALIFAX DR. STA 0+00 TO STA 14+00 Q
0~" 10. PROFILE SHORTRIDGE RD. STA 0+00 TO STA 14+00 27. PROFILE HALIFA) ti p~ A pROFlLE'F IOFlLE HALIFAX DR. STA 14+00 TO STA 18+96 i
11. PROFlLE'D° ROFlLE'F IOFILE 'G'
12. PROFlLE'E' &'E-1' 28. pROFILE'G' d 13. PROFlLE WELSH PLACE STA 0+00 TO STA 14+00 29. PROFILE DELANI IOFlLE DELAND AVE. STA 0+00 TO END ~
14.PROFlLE WELSH PLACE STA 14+00 TO STA 18+12 30. pROFlLE JAMES' IOFlLE JAMESTOWN AVE. STA.0+00 TO STA 14+00 IOFILE JAMESTOWN AVE. STA t4+00 TO END
16. PROFlLE BRUNSWICK RD. STA 0+00 T'O STA 14+00 31. PROFILE JAMES' IOFILE'H'S"H-1' ~
18. PROFlLE BRUNSWICK RD. STA 14+00 TO STA 28+00 32. PROFILE'R' 8,'H 17. PROFlLE BRUNSWICK RD. STA 28+00 TO STA 28+86 33. DETAILS TAILS
LOCATION MAP d, GREYFlELD RD. STA 0+00 TO 4+65 34. DETAILS eTAILB
N.T.S.

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DRIVE sTEn ^^sFS la' rNm TrIE AnACr+ WIRE FENCe ro Posr=. caaueo nNO ~ A 5 x c' ,wo ExrEN° mE em cM cF ~E JdH I. NRAP PERFORAIID PIPE N4TN fiLTFR FABRIC. -
TR,M;H UPWLL THE JN OF FENCE 6" IN70 TH Y.AVATED TRENCH 5' MAX. PCSiS WO PO- A OiA l!AY BE USED. - PRWIDE 1.5 TIMES THE GRCUMFERENCE. DATL "TOR ~PEREIES TEST METHOD PP. MIN. AVG 2. PIPE SW~IL 9E PERFOILATED WITH 1/Y DLWETER ~
12" ~ PHISIGL PROPERf16 TE _wi R SCREEN wRf~PEC AROUND i No s; _roNC nrs~ sn~r+cm (mM) ,ESai o--iE HOLES AT 120 DEGREE ANGLES RAD'PL FROM ,TH (Ib~n) ASfM 9-1892 90 CENTER OF PIPE PUCEO Al 6 ON CE}ITEA.
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(GSS wU=r-) veRlES ry ~'~Rv'NINGS FOR s rcPF'K ExSTWC v M' ~ RAP SIZE wSPw1r ASPx~LI 1 [-1 AEP'NAIi 0.: NOr OVERUY ~ ~I,R4WWGS FOR - _ ~ ~ I- - i PAP SIZE ~III~i- ll i ~
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W rNE NNRE NptE~ RRC Mr GRAN' ~ A cormunaR swu sewcur Enn- PnvfalENr srttton .xo mNE N IDRAN- acDEL CEVrdaIRU H ~ a
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TYPE "H" PAVEMENT PATCH DETAIL ANERILANYALVE W"pRANr <xpHE_ xARK/7/, (STREETS TO BE OVERLAID BY OTHERS;I
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pr, ~ V SNUG B0.' 1 AGAINSr V10.ES~ NANa LIGHT yl - C G
I I/A' x I I/2' BOLr I/2"DASHER k - ~ I~ =A 6' 1K. BY6 i - 5 CpILAR (Jq r i HE FETISH V/ i i W p ,ni _l 6' 1K. BY 6' CONC. II v~yER A HY?RANTIS SCi IN SCIL THAT [S PERVIOUS, DRAINAGE ~ 4 II ~n G9LLAR (JDOD PS.I, iYPJ O w ~ SMALL BF PROVIDED AT THE BASE CF THE HYDRANT BY PACING F-1 ~ _vE BO I_y_ COARSE GRAVEL DR GRUSNEO SfCNC N1xED VITN SAND V?Cx
f[xISH GRA?E PIN „ . VALVE ~i AN? YASILR SHU1 i •U d VALVE Bp liy_ LEFT ~pSED AISED L[LrERE FR g SECURE V[RE PRprECiEa m GJ VALVE fnvEA n u1rH UISLAAr]pN m BRICK SPHALi PAVEMENT PREVENT fAOUnDING _ ~I 1=k Alµ h'ry~KU r-I ~T~' 6' GATE VPL Y VAIER MAIN THE ~iiU'. CF THE TRCNCH ip AT LEAST 6 fNCIL`S A&"'vE i I BRICK SEE GHARi B TIE VPSTE OPENING !N THE NrDRANt AND rp A DISTANCE ~ ~y _ F NOTE N4 1 f90i AROUN? iHC ELBOV I~1
II 0.7IL vgiNEO ~pRHY CASST ~ =LI E VPL - vMENEVCR A HYDRANT IS SET IN CLAY pR OtNER INPERVICUS NE 3/4' -0 Si RpD CE THRUS' tikDETAILS SOIL A DRAINAGE PIT 2 FEL7 IN DIAMETER ANC 3 FEET CEEP ~ LL SHALL e[ E%EAVATED BELpV EACH HYDRANT A'tll f1LLED CDR- O -II _ -I PACTLY VITN COARSE GRANGE OR CRUSHED STONE NIXEP PITH
I WIN IWn. 3/1 6' TMiCxNESS) - - ApJJSiABLE VALVE a~ = l2' pF YIRE SN VALVE Bp%~1 ~ CSLIP rYPE'1 R Yl'./c Bpd ~ - J Q. C`' COARSE SAND UNDER AND AR9UND THE ELBOV pF iNE NYQZA4i _ ~ lR ~ o-0 AND Tp A LEVEL CF 6 DJCNLS A~VE TIE VASTE OPCNWG O S` ~.y Y _ _ _ _ 7iz I « I ~ _ ~1" iV~ ~i~ $ 2I PLL HYDRANTS SHALLHAVE SiANDAAD lEI.YWNIGAL JCINT ra11 Icy
P~'PA~wi VAPIVC AWJFACipRING Cp. ~ r I COLUIBINV 65EJ VnRRS, ~IIIr ~~6' p.I~PIPC BRICK RA vW0 Cps ICE ' ~ D.I. PIPC ~ al J9V, E. 0~ NECTIONS OR BELL AND SP[6pi LCNNECTIDNS AS APPROV EC 4E 52 3) ALL HATERIALS MUST CONFORn T.. SPECIF[CALpNS.
LNE WAr pF PRpiECilvE W AI'PRp EQUAL. ~ YII - 3/1' LOUPLW6 ~ III ASPNYiLM PAINr 12 GAUGE rRALtR YIRE _ al "iq~ul>wiul-,s 3/1' LCUPLW6 MJi& VASNER C[, TEE 42 42 48 42 41 THE MINIMUM BURY DCPTN VPRIES V[[MIE S[ZC OF THC vntCR Wptt
Mcu ER cc. prL--III, /~~I_I -~iall(I~~~I- VAk]ES NIFRICON pARIJNG vgLVE CLpv CC/~. / w A~vRwEa Ewu l 54 1B RAIN AS SHOVN IN THE CNART BELOV. A J :ti-iH 6 BIRT FCR Zp +ATER MNN B ~ wd~~jl
= SEE LUTE 111 'iRC HYDRANT 111"'------iii
Npro VALVE S"ALL mr ,RANSxn FIRE HYDRANT vALVE raAEFic LaAmxcs rp rt{ vNVE FIRE HYDRANT & VALVE INSTALLATION _ - N,rs. SCALE ~ SHOWN
C-900 PV[ 600K No
GATE VALVE AND BMX SHEET S4 OC 34

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I
CRY COUNCIL
MILO McBRYDE, MAYOR PRO TEM
JAMEB M. KIZisR, JR. PE DARRELL HAIRY PAUL WiLLU1M8 CAUL WiLLU1M8
WICK SMITH CURT1a WORT rlY DR. SUSAN !G C 1R. SUSAN IG CHEEK
ROBERT A. MASBEY, JR. ANNE FOGLEMLIN MARK KENDRIC MRK KENDRICK
MLLLIGM DON TALBOT BETTY JETTY MLLLIOIAN
CRY MANAGER, ROGER S'TANCIL
P.W.C. COMMI88KtNFR8
MILTON R. YMOFFORD, CHAIRMAN
ROBERT W. SAUNDERB, VI;;E CHAIRMAN
VANCE NEAL, 8Et'J•iETAR1f
ROBERT C. WILLIAMa, TREASURER
STEVEN K. BLANICFIARD, GENERAL MANAGER ~IJRCE8
i M.J. NOLAND, CHIEF OPERATING OfPfr.ER WATER RESOURCE8
SHEET INDEX
E w c 18. PROFILE SHORTRIDG ~ r ~ 1. COVER SHEET c SHORTRIDGE RD. STA 0+00 TO $TA 14+00
2. GENERAL NOTES ~ LEGEND 19. PROFILE SHORTRIDGE E SHORTRIDGE RD. STA 14+00 TO STA 28+00
~ ~ ~ ~ v'~ ~ 3. PARTWL UTILITY NDEX PLAN 20. PROFILE tiALLOWAY C gym. ~0 A FILE NEWCASTLE ~ J ~ H GALLOWAY DR. NORTH STA 0+00 TO END E NEWCASTLE RD. STA 0+00 TO STA 11 +23
4. PARTULL UTILRYANDEX PLAN 21. PRO , ~ 6. PARTW. EROSION CONTROL PLAN 22. PROFILE NORTHAMPT E NORTHAMPTON RD. STA 0+00 TO STA 14+00 r
' P EROSION CONTROL PLAN 23. PROFILE NORTHAMPT ~ ~ 8. ARTIAL NORTHAMPTON RD. 8TA 14+00 TO END
o~~ ' ' T STA 14+00 24. PROFILE QREENGATE A 7. PROFILE A 8TA 0+00 0 ' O 28+03 25. PROFILE 1NHITEHALL GREENGATE HILL RD. STA 0+00 TO END - A 12+80 3 E UVHTTEHALL DR. STA 0+00 TO ST ~
8. PROFILE A STA 14+00 T ~ ~ A HMANS WAY S PROFILES'8' 6'C-2' 28. PROFILE HALIFAX DR. ~p ~ 9. PROFILE CO C HALIFAX DR. STA 0+00 TO STA 14+00 Q
~ OT" H RTRIDGE RD. STA 0+00 TO 8TA 14+00 27. PROFILE HALIFAX DR. y ~ 10. PROFILES 0 _ ~ A PROFlLE'F' E HALIFAX DR. STA 14+00 TO STA 18+93 ~ .E 'F' 4
~ 11. PROFlLE D" ~ ~ 12. PROFlLE'E' &'E-1' 28. PROFILE'D' :,G, z
S H PLACE STA 0+00 TO STA 14+00 29. PROFILE DELAND AVE , ~ ~ 13. PROFlLE WELS E DELAND AVE. STA 0+00 TO END •
- ~ ~ 14.PROFILE WELSH PLACE 8TA 14+00 TO 8TA 18+12 30. PROFILE JAMEBTOIM~ h r yh- E JAMESTOWN AVE. 8TA 0+00 TO STA 14+00 E JAMESTOWN AVE. 8TA 14+00 TO END _
1 . PR FlLE BRUNSWICK RD. STA 0+00 TO STA 14+00 31. PROFILE JAMEST0IM~ --I _ ~ 6 O +00 32. PROFILE 'H' S "H-1' ~ ~ 18. PROFILE BRUNSWICK RD. STA 14+00 TO STA 28 6~~E
17. PROFlLE BRUNSWICK RD. STA 28+00 TO STA 28+86 33. DETAILS 3
LOCATION MAP & G A 0+00 TO 4+66 34. DETAILS REYFlELD RD. ST 3
N.T.S.

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n ~AY •-(-ESM IfA SIYLL BE HEIR FDLLY R6PoNBIBIE MID tlICDR ALL ~ ~d/ ~ - CC61S FOR OV,MfFS TO BLRDMFS, FOWD1110N5 EfC. OPIINACE OW7Gm DDE TO WNSDKGTON ~ Q' 01 / - aEmaao v_ nn wo Due m ~«nwemn slwi cwtm' m xcoor sr (rn) o A~ / - w RFPARATE PA N n dz W
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7N~ 7EES NECESSNtY FOA ~ ^ ~ - / 4 4 i0P ]ORW ` CON57RUCTId1 M RLPOR ~ Y 0 I INV 1&700 \ FASEIENT. dLL ¢FARED \ ~ _ 4I~ e ti 1 ~ / ~
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165 - - - - - _ ,~5 t~ - _ ~ ~ - BOOK No.
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11 Of 74

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am amwnGx sw1 soD sEmm j i suA wao m nA I+>o ~ tek n wx.
PROFILE "E~' PROFILE ~~E'1° Fdi NOIES k!D IECENO SEE SM 1 OF M
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175 D+00 1+00 2+00 3+00 4+00 5+DO fi+00 7+00 8+00 BOOK No t75
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g ,~NLL z. ~mf a awo wR - °F nu'" Pem "°r s mEHCNxac io Bc w coucu,wcE wrw ruE Dwem~a~n OA7E i 198 ~ ~ Oi U80B, WEtt I19 rGLM REGVUMk1S. COMPl1EEl ?0 95x W%. OExLrv
~Tw »oMM ~ ~ AMA yNwucs~ Y~pr PPF~iSF AS OC!ERNINm BY ASIU Cfi9B 2 FOR 4$ RCP B>6', ~6' r' aaw< ~y y~ i. FOR aY RCP B~'. D+5'-d ti ~cMwsw?u BF ¢a¢n ~ FOR Jd RCP Ba'-d. D=a'~ 9f FOP 2d RCP B-a'. D-<'-d
T I. uANHOIf RNC aNB COATR 10 BE 1A40E f~``~ ~ oaov SaW'IUAE~ f i OF GREY C45f 4 JN CONEOPkING i0 ASM ~ ~ ~ ` O ` SPEPNGtICIb A-4816, CU55 A. ALL N ~ 2 ~ l~ P ~ 'LL FOR Id NP B=Y. D=3' owP SaW'IUPE ~ ~ iM I ' Y'Pi 9-J', D-S A~ ~ nKm xH~ FOR 17 VcP B=z, D=?-d t-1 Pf~9fRBf11 SFPAWbx
13/4' CASTINGS SNHL OBNFORU iD THE SHAPE - sx ~.1 rem ~ AW gMCN901d S40»TL RIEY 4WL BC ~ ~ ~ uvOmP sfA- cltN. nxB ttx~a Wwour azan Op LY+. W4101f rat $ VLP W3'-d ~'M ~ ~ PLOP - 3. Mf BFDBrvG Nt.RAUL 9Nti BE [-R.WUUR. <IfAN CNFSE - - YIgSN $aND. PG GRAVFl, OR WEll CRaUF? CR~SHEp PCCN I
SWD HC4£5 Ofl OC3ECiS OF ANf HIND oB ~ ~ S. WFA[ rtAanG ro IMP,ua rxc~H smervctti. @3 r-z-T/a Im nuccu~ oR sTBwINC aE oEhcmc ~ y~ - aw A rm src svu a mmn S. WFAf - Pu4(D IN U'NR HDi i0 gCffD d LWS[ tlfR FCfl ~ U ~ b, A ~ ~ sVU ~ ~ VNDTUPBFD SDIE llE tiLL MDM ? ?HE IPFNCH. hl r_.1
COk,L B1CN COYER SECTION Epy~ p1µ HCVFS xYLL 3E PEFWiTFD. caw nr, seux w 2. ,"gSDNGS 9L41 BE 'GNPgN1ED YANr%[ ~ ~ ro ~ ~ lWYOW 'MIM NO fWB FDdS. NWIX[ N ~ S~Tx \ p J ~NLLLONiNG CtURf id FRODVC~ 55 8 BOOING MiN W G ~y y~ ~ yyy, BMN{ILL SV4VL BE PLACED IN ~ N FOP $ Plff OB7}tl3/K BF PIPE d unas AxD coNPACrED ~
ZS ] W.NHOtE BNG ANO COVER f0 z~4 iY Mx. u5%[ a on ~~@~np x Wvlra£ pN ~ miHS4rvo H-m vEHlcuuR mun~. ~c~. b ~s 25-7 e mnTCUr oa~ECnauAeEe Nola oxcurz eb ca r. swam rrw x yvxo~ orrtxrs ro 9ox wvuuN DEf+sm ns i~ ma is vIP`sf ~%n ~P v~ ~ I5 xoi a<cwroai CflFRYINEO B/ ASFM p09B I ~I qA/Z FOR t$ %PE .13yrt1/R Di PWE ~ O r0 1Y AB]4F iCP Of PPE 1 NP 2 ~ %PE ISyW/h b" PIPE ^
~Hl rx~ f~ rzE vumx .m.-ie~a~ m~ v~ - 55 m ffnxu vwx~ wwmma ry ~ w cm ~ ~ ~Fw.td( pA NR ]B" %PE 1~ry0 /K OF Pff W SE1ECi 6ELCINC NAl[IiV.I-J ~ FOA lZ %PE l'lydt/It D! PRE \o~cm ~ ~`~PPrip'~ FoP de %PE )sew/k a P6E 'J ra
I'~ ~ ~ ~ - ~ ~w _ ~ ~ .17~ nAM~ - ~'h / ~F'~ ! 3/~I Tie" T A~ suo _ C - L _ i `Z ~ ~ a. w,MH01E aNG nr0 CnYtA swv ~ ( ~ ~ ' %PE qA ~ ~ F~Fy1 L S eF?gxG S10xE'mu BE Pu0 FOF BvSFD Ox FHE aBPiE O A ~F ~SF~ SI•S1 BUANI1fICS (IRL 6J NHG' F'PADV£D AND aURKMAZm ~ M L,
~ J U ~ ~ ~ 2]-7/4 ~ FE awC tJaamT_0. wv e ~ aa~~ [ n~ 3/41 _ V,m ro sw uv ~wuiWmwW m~vs I 31 la PIIU:[ gxfw UA~A'IIII(5 PoCI@DT DETNL r nv1ID BOtn w0 B ~ iH( FNCMFL5 RFPPEBINfATNE. F W CW"' "IDwu, ~x4 m~vs ~E rarzs ~ e z. s. caNnucroe sxnu asuRE v~oBlNC a mENCNIxc A
C0.17t FACE 5. PFRfoRaiE^...wFns wIU NJT aE ALLO'MFD- ~ ~ vroi. av crtn FF/HE SECTION t f r I J E L nm ro BE Ix swlcr nccwwrvcE wlTx DsxA REwurroxs r~ C/] rn %ePl. Prv W W SANITARY SEWER PIPE BEDDING DETAIL z
NH IN AN COVER DETAILS ;~-IiL=TI-11E ~ Nii-lieu MA OLE R G D ;i Nis. ~.~wec~oE~ =,w~ x°` NTS ~z
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PWC STANDARD MANHOLE & DROP STRUCTURE DETAIL N TE DETAIL w o
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I INSTALLAl10N SHALL BE DRY BORE AND JAGKIN6 8. If AN OBSTRUCPON IS ENCOUNTERED DURING THE OF SAg0iH WAl1 S7EEl PIPE. BOAINO OPERAHON THE AUGER SHALL BE WITHDRAWN
7HE IXCESS CASING PIPE CUT-OFF, GPPED AND 2. SEE CHPAf F0ft STEEL GSING AND CANRIER PIPE 7HE VOID COUPLETELY FlLLED W~3.I PORTLWD CEMENT SI[E uIN. DIA, AND WAIL iHICNNESS. GROUT UNDER PRESSURE NO SEPARATE PAT'11,ENT FOA I a
~.1 UNSUCCESSNL BORES. 3. CASING FIFE SHALL BE W ACCORDANCE WITH AS1M A-53, GRADE B, WfM A MINIUJU nEl? 9. CONTRACTOR TO INSTPL' PROPER SPACING DEVICES
GRRIFJ2 P1PF BELL ~ STRENGTH OF 31,000 AND/OR DEVICES TO ACCOUPVSN GRADE AND INVERTS A$ SHOWN ON 111E DRAWINGS AND IN ACCOflOANf,E WITH 4. FAGN END OF ENGSEMENT TO BE PLUGGED WI1H THE SPEC1FlCAilONS- USE WHOLE BRICKS I NOT PIECES vOIBS AROUND i i I THE COLLAR ARE NOT
J BRICH AND THE CASING jHALL BE ETLLED COMPLETELY WNH 1S PORTlANO GFNEM GROUT tT SUFFICIENT PRESSURE BORE s¢1rvG cwaT - f0 INSURE NO SEIiLEMENT OF ROADWAY. ALL VOIDS ACCEPTABLE. I 4C"_ z
" ~ ~ OUTSIDE THE CASING PIPE SNAIL 9E COMPLETELY GRRER RPE NIX Rp4DYNY5 walAroDs FILLED WRN GROUT. SZE UvNG SIEE u1N. WALL MIG(NESS IAIN WAll MICKUESS ~ ~ le oss au I ~FtLAP CAST IRON RING ~ 'i tv, MIN. OF 2" BELOW EXISTING
POE E, THE BORE SNf11 BE ACCOMPLISHED BEFORE %PE T e 1 12 rz+ 0.u gas P _ CONSTRUC110N BEGINS. TOTAL W~vIUUU TOLERANCE 111 ~J/ OF 0.50' IN VARIATI04 OF IM'ET+T ELR~AiIONS BETWEEN 15 2i 0.ts oz! ?'R'I:kWORK DR :XISTING STRUCTURE 1
0`;p ENDS OE GSING IS AL.OWABLE. 1a 30' 0.717 a.71r ~f ~ 1 24 3A' O.D5 03]S COMPLEf~Y ~vLL~ r 6. THE BORING SHALL BE PERFORMED FAOU ':8NIL1 )o' 47 a50o' B.SBO' I
VCID w/C!l01P ~ 1D "DOWNHILL" DIREC110N MA'NTAINING THE CRRICAL - y U?Hltl ELEVATION. GRADE ADIUSIMEMS OOWNNiI; d6 40' O5a7 oSOd ?0 COMPENSATE. FDR AN INvERi ELEVATION V?RIANCF ~~J r /`s~`~' --BED OF CIFAN,
SMALL BE CONSTRUCTED AT NO ADD~RONAI NOTES. COSTS TD THE OWNER CWNRAGfOR wr SUBSttME A IWGFA 512E U51xG vWE fore SEWQi AuexS MRI mf / PIgPfR HIH. WA iHiCNHESS IN ACCOFQWCf WfM Mf PBOrE CHNlI SCR BCRf SilfS. ~ FRESH MORTAR ~ . ' _
i"FCL GASUJGJ i. THE BORING OPERAP.ON SFlN1 9E ~uIJDUGTE; IN A Au ao5rs suu eE iucwom w ME oror PHNE qo wx eOnwG nuo aacelNC. c1PF MANNER 1HAi THE FLOW OF iRAFT1C IS NO? 'MPEOEJ A uMxw ror+rnoE srtrmNC NE,w 0H Brv~ anaxtt srsiT.u Is eEwuuENOrLL OR IN SUCH A MANNER 50 AS NOT T^ GREAT A IwtARD. Eoa BOPBS JR ouu. Ave/ar 11wc[P Axo eaaES FxcEnlxc 1ao~ Irv 1rNC1N 1 MIN. VF 2 BELOW EXISTING BRISKWORK I.FAVE MORTAR ODWN .-L- - -L-1- OR ENISP,NG STRUCNAE.
1 FRUM TOP OF RING ~ v
BORE UNDER ROADWAYS/RAILROADS ars BED OF CLEAN, FRESH MORTAR
MANHOLE COLLAR DETAIL IN UNPAVED AREAS
_ - 5-=--- I TEE wrF SEE NOTC /8 nlrs ~ z
TT alD aNN~aL[~ v;RL :aJIRES) Q
srw~n na,N c , e' aLD~N _ E~oW a w .Q
TEF wK I BARkEE Dr' PIPE WITH I SEE xM~E ie 'ikE WYE CONNECTION I hl ~ al0 A'JN'EAL.D WIRE N F o
CONTRACTOR .0 PIECE NAIL S1X1 28 PYC %PE I IN LURE/EF TO MARH IPTERAL LOCATION OPIION'[f ~ diTalF'CD Cl~'! STOPPER m r
_ VnEN li ~R LESS 1 THEN IS wCR~ TRAP! !2' hA_ ~i. Ch b PWG I. IgIF IN jAN11ARY SEWER / tJ$C PR[; _q$T CCNE RETESiQPPER -euP cnsT IRON Rl,vc w? NIN OF 2" ©ELDW fzISiING ^ a WORK OR EXISTING STRUCTURE yy
~ vAW u115( BE Wi w11H / hSl IRON RIxG k APPPOVED CMFR. BRF1J(INS" -f0Y£R W PAVE? AREAS r~ Avg NOtf b NOT PE4NIi1<JJ. 'I - W RI K '!~_aElr TU BE 3000 PSI, CU±SS "a" °V USE HOLE 0 C S - ENTRAINMENT 3-69. `NOT PIECES. VOIDS AROUND r~yy
\ VARi~i Id~_ ~ ~ 1 iI 1~ ~ e'. NC PSPE SHALL BE P THE COLLAR ARE NOi - 3ETE COLLAR SHALL BE W ACCEPTABLE `+STALLED AT ALL STORM,
\ i ~ SDR 3.. G - ~ \scc rvne ge Dw _ r,rvnnm 0ft+,?[~_ ~I 3. ,vi PIaE mnrvez vuu ~ _arER, TELEPHONE, ANO FCTRIC MANHOLES. N a H~/
\ CURB 6 GVITER BE 4' urv1EZS OiHEPWSE I SvEClf1E?. 4' sJ seer on I t L 4' GAS i PIP AN cautt,NG i nu us IHOx c o 2' x 2' BL'CCK , GEPTH OF SURFACE COURSE OR ~ W o IZ' (SNYC CLAY BASE, lSPHALT BASE COURSE, LL
' ~ Pae r 1R0^~ mrrves sHau eE a NDTES~ ARPROVCB MP semlcE wr. I 500. E _ I ~ . _ IrN~ss o>HrAwISE sacanEO. PRINT ALL WIRE vl~-I Ax~HnLi END VIEW - - - DR tSPBA~T SJRFACE COLIRSEI i _ z°
/a ?,~g ~ ~ AFI`_P VRAPPiNG. <-A DnAIC s. Au wxNCCirorvs sHn,E AsT srzs eENO 4' a chMBlra^~ vkvE Ruesm GnsHx* PLUG iS ND' I NIIEL i0 BE 115E? ~ _ ~ ~ `LIRA . ~
TMPINC SADIXE W/ caMPREiION -r1'E~ wrE BR,wcx Q sE.us Ix4nlun, ES -'sAE ro PeESSUec _nT rr,~ srSiE"t. ,WGNMIXi il,Vlfl ~ .~^ASMEr e. SANNARY SEWER SGRNCE 1 \ ? ~ ~ VCP ~ T CIMAPS C/0 STACN SHALL BC tOCAtFI) 'I x .
Dp,~„ ~PRRD~ , ~ 1~ WATER G~NDE SEWER PLUG Br PWC ~ ~ 1Fll CS LaH vtuvE 'MIEN ~1 ~ ~ i, ~ OI ~ ~ THE SAME OrtCH OR AS ~ n N MIN l~F 2' B ON %ISTIN6` b ONwOR,:
_ r C~ irvDluTEfl oN >HS Puxi L _ ORE ERTENSICIPJS) ~~wc oe cl I~~ ,cPE~ z NsnwnoN mnce mu+ ;.Ts I ~ - R = I sHam Nusr eE APPar nB i I / ~ - ~ R E715?INL -RUCTJRE.
A ~ _ v ,PER scoT I ~a LFAVI ' Br ME P»c ETJ;;INEFA. I' FI A~ ~ a aE c~rPacroR unv AT HIS ovaoN J . a R. °owm scmwE ?s. rnPPINC smot£ wrrH sTwas nrvo LEAVE CONCRETE DOWN r FROM rOP OF Rmc T ~ ~wJ `zBFO OF CIFAN, V'
I ; REUasn wxErv r J Aucrvuvrt ElwcE Em coN ncrnu+ o rn ~ \oa,r,Ae¢ ~~E ,IxuICE oR vcP PIPE THE coelxACTOR MAr usE / -..E Is aoNNEarFn. soa 2s Prc Iff WrE FcN ronxcaia+ oN fRESH MOR1i~R ~ WC;C ZZw -~tt
I,wcAT _i~_ soa 2s we PwE. cowRACroR w~ Nor usE / vtmEBUS cur r~s roR coxNEC>aNS To wE / %PE. TAP?INC SADDLES WITHOUT Arv AUCNNENT S1NIIh9v SEIrEA RAIN _ = SEAL ^q5x~ II ,LANCE WILL NOT DE ACCL TA~f. CONCRETE COLLAR DETAIL ~ ~a~
IN PAVED AREAS r;rS _ SCALE AtiSHC-AN
b~ E300N ~1b
SAN. SEWER SERVICE LATERAL P.W.C. STANDARD SHEET aL c. La
MTS.

~ DRIL'E STEEL POSTS 18' INTC THE GROUND AND E%GVp7E A 5^ X 5' ATTACH WIRE FENCE i0 POSTS
TRENCH UPHILL AIONC ME DNE OF pND EXTEND lHE BOTTOM OF R1E POSTS. WOOD PO5T5 4° Du MAY BE USED. FENCE fi' INTO THE ExCAVp7Ep TRENCH.
-I 5' MAX. DROWN 6Y
~I l z" .I ~ I ~ WIRE SCREEN WRAPPED AROUN PHtSI CHECKED DV 1. MAIP PERFORATm %pE y17fH FILTER PABNIC, REVIEWED JBR
~ ~NO. 57 STONE D ~ PRUPEHfl6 TES J 1f]151f SIAENGTH (IbAn) ASTN P-fBB; PRDNDE I,5 TIMES THE GRCU4FERENCE. TEST NETNOD Tip. NIN. AYC DATE 11/98
S?EP sreP 2 T~~ E1DI1¢171pfl (I) ASIM [1-188; H (Ib~n) ASIN P-1B82 2. %PE SHALL BE PETG'ORATEp WIfF{ 1/2' DbUIEIER p0 HOtES AT 120 DECREE ANGLES ReppT FROM (x) ASTM D-18B2 CENTER OF PIPE PUCfD AT 6 ON CEHEFA.
. SANDBAGS BEYOND TO 9UFSf S~BEE707F1 (PSG ypLEpE BURST DIVERT WATER TO BOX uuuEN euRSr 2,70 17 OVERLAP ~ 70PSOIL
AccEL~aEEn WFATXEAING ~nmK h3T anaCH ME FILTER FABRIC TO TNf E%IS?. BOX RETANFA 1t7 ~~'T-1Bt ME wiFE FENCE nN0 EXTEND THE BOTTOM OF niE TIRMLY TO ANCHOR THE BOTTOM OF THE SILT HWRS E7 ~THEnINC ~nma T6T uEnwo OF FABRIC ~ IEO ~ ccc-T-IaI uETHOO seoA ~ SE SAND ~ (500 HOURS E7(P061,REj i- i i
FABRIC 6' IMO THE 7RENCI~CKFlLL THE ?RENCHFANDECOMPA(:i 11+E Sell, FER1f18811Y COEFF1pFM FµlENO In:Ap ~aExr FµA1q rwn o.2a = - III V~/A~ VA ~ U
(r sm T~ ~fLr> 1 ~ ~ ) (75mm TO 25mm) _-~.;1 ~ W FLTER FABRIC W ~
~ _ ~ J1~ No. E N. ~ t` ~ ^4 ,1'~ A ~~~1 ~ P ~ C J ?-1~~~ o NDBAgS BEYOND TG ND E n. ' ' Ta uIN. ENVELOPE ~ Z w Z ~ O
\ r` _ I i 1~ f DIVER' ,YAiER '0 90x wASHEO ~ ~ a m
SiE!' } EI WIRE SCREEN VIR P gip a A PEO AROUND N0. 57 STONE N0. 57 STONE ~ _ 6' PERFORATED PIPE ~ a
STEEL POSTS lu' O.C. - - W/POLYESTER WOVEN ~ ~ - =liiZ e SOCK. F, ~ W
~ 'WIRE FE~W.'E "NOG WIRE" ' __-Till-ill=i- _ - - - U7 I~ ll~" i I I_. I I-Ill-I I W
F FABPoC 1 I / BOT10M OF WIRE FENCE ~ Z AND FILLER FABRIC 9URlED 2a z w
z 5 w ExcpvA>FO mENCN ~ r'
r --FE9W I STEEL POST DRIVEN - Ip- INTD GRDDND TEMPORARY INLET PROTECTION FREN DESI NED ITO FILTER MEDIUM GRADE ~ p CH DRAIN DETAIL FILTER ~r N.T.S. ~ Fi W ~
DETAIL SECTION A-A N_i.5_ U
SILT FENCE DETAIL
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~I o' y j
-~1
CONTRACTOR SHALL REPAIR DISTURBED CREEK BEP & BANKS IMMEDIATELY AATER i it
DISTURBANCE STREAM PROFILE & CROSS 7 SECTION SHALL BE RESTORED TO / I z' i _I I i I
la wxwu~ ~ ORIGINAL CONDITIONS- vnorns cannTEa Tnnrv la~ sruu ee ~~NUUOED lIrv wE aNlr vela ~ R,W ~ ~ ~ ~ 1
i em raa cur Arvo Fa^n PevT / ~ T'aNC0A1 VARIES WITH CREEK WIDTH Moss cm/r-) ~ - vARiES a/w j I
s TMPT 'H~ ~ 10' MIN. ASPwl j ,exmrvc asPrwT It-._ vgRlES - ~_I 1 a uPwRT oo Ncr cview° ~ SEE PLAN PROFYLE , i I sEOP - E ~ vARIFs ~eE PlANS I i I" PER FOOT MAX ~
PnVINEM OVERIAV weeuE uArTRw coMa ErlsnNC w ?ce' I' EDGE CUNA, v f) *IIC N 1 MpX RAWINGS FOR y^ - -SCOPE sEE atnrJ P~ EoaT ulrv, I s~oaE~ t PFOFiLE Fz' air, soeEACE ~ P~ E~oT MAZ z I i DRAWINGS FOR ~ PER u~.n!J, ~i/a" PFR FOOT uiN.
Iz" MIe. Toxaox max. oar oasm _ - ~ ~ -7 ~ 2~.T RiP RAP SIZE I 6 AVJ WOSE uFfS I Ak & DEPTH. USi OF RLL BEOfiY P0.5E GOYPniIF9 i0 9Pf, k4 a 9~SNR&D L - ~ J RiP RAP SIZE ~ - ~ ~ 2' ASPHA~i REEx;E CuRB~ 1 ~
B+sm M unr. 6 mosE uH~s rv - sox ~ E'~rIS1WC ASPHaLI `'lvE -K GAVENEiIr cgTCH /
rol+mecioe sHAU aE REwl ro ro Iw RE rpune cavrROL PATaIErvT s~ DE1NL FILTER--~ avo ?EUmrs u a[auw~ ar m[ uura~ a FABAIC RIP R,4P wuRH eu+ xor PROC~ urvnL TME dasuaESN~aesnP~i~ur. STREET OVERLAY DETAIL - ~~-~1 --1--. -~~J~~ ~ lid
Z K P uT~urr sTmLFwwT occuas, me carvmu~rc~v N S s"^u RFP.TCe cT No rDOmoru~ ExPExsE m rHe orvl~~ (BY OTHERS} RAP 71/ I cr SN!L-CEAY BASE 1 I P~~QL J I R EET SEC710N W~WEDGE ASPH CURB
' ~N~~.IDRrosL,~„„?~R„~q~,NA RAP CREEK CROSSING ~s?NS P.~„~ ~~E ~R U.PURC N,rs. an eRlmtiG un eaxes. wNnclE xwc nNO cootes NTS_
RC. S14L1 BE POJ?SR? I" pgq~E gISTNC G0.10E In ARE0.5 iC BE OVERWD W Mf RRURE. U
CONTRnCfOP GWyi cayKUi IXIS. PA l STR4GIn nN0 1RU~ PalgV i0 REWNNf ASPKeLi FCA VNItAgi ScIVFA INSiWLpnON z
TYPE ° H° PAVEMENT PATCH DET NpTE FIRL „roRANT AIL HUE.LEF L0. (MODEL CErv TUFIpW, a av
(STREETS TO BE OVERLAID BY OTHERS1 - ~RE"Ne?r vaLVENawxncIDRTNe caaooEL anal / ~ ~T ANCRILAN VALVE WYpRAHT (Mp OEL MARK iUFIpNa r_, ^ Q URING CB.(MODEL K]OB) MA,4 Vi (Mp OEL MARK~3), lam'
6,) ~ ~ oa AwROVeo EauAn 'X` F J C ~ ~ Z
I~ l NW FBI C
SEE I 7 NpiF b2 i
Q p I~SEE VALVE ?CiFLL m l SNAG BIX N W`AIN'T _ CONC. CURB 6 GLITTER r SEE VALVE UE*ALL
T()p %D ?E FLUS„ vi T IkESi n ? TIGH ~ Q II T ASPHALT PAVM'L, PIxfSH GRAOC ANp ~ I ]i d' r I I/2' B?L~ -y('ij' '.EF1 C%POSFJ 1 2' aPSaEA I = Z W ASPHALT PAVM'I, ~ 1 Z FA,V
,~+AISEO LETTERS ~ ~ ~+~CRm _ ~ M VgLeE COVER 49•~ ~ E BDLT AN? vaS~R SHEET ~ p A ? = .,PHALI SEC LIRE vIR 6' i .-D+ E PR 1 ~ -I K, BY PAV C ECi E? 6 L ~ FIICNi Ii, ON_ vlTx pISW_aif~YV Tp ~ ~ ~ yI ~M COLLAR (3000 PS1 TYP) lV 2 _ ~ 2 I 6' ig. BY 6' LONG ~1 ~M COLLAR (3000 PS1 iYP) j()( ,qE~ W O
' PREVEIfI ,fgpUNOW6 = -_r~ VALVE BO m ~I~ 0.osEe -pAlmeo eanr cA T Nhg~_I~ V~ SS l- iiy.- i)`+MENEVEF > M~Lpph'i iS SEl IN SAIL iHAr IS GCkVtOL`J'. DRA~N<EZ SugLL BE akCV IJE9 Ai iNE BASE OE :HE Hv ORANi BY P~4CING ~ ~ pJ gRI~ VAIER Ha1N _OARSE 6RA VES OR i.RUSNEO SiONC NIkEO WITH SANp FPOM y
LDSEAELE vA~VE e'Ok _ IRON ME~AE (IUn 3/I 6' INICNNES57 W AlL9~ li I~j-"^'yolf ~ I p1~~RICK ~'SLL' irPP'J II ~ I e d AC 6' GATE vAL `12' pF vIRE VALVC BOSQ a' SEE CNAFi g THE AOi iGU {Lj m ~ iRENGM iD Ai LEq$i 6 INCHES ABOVE ~i NLiiF q4 iME WASTE OPENMS IN iY.C HvpRANi AN? f0 A plS iAryEE OF ~4 ~j - rJ.4 g S f09 fpSi ARO N , ELBOV. ~ f
ALAB.IHP PIPE rp I _ - 1 x 3 !I a~ Pn rv v ANUTa ET?RSNG Co. - - - xE Ti o. o~ c ne :~eRr.+ rnLOHeIA 1 ones. ~ ~ ~ _ y o. P. [LU s wL.,n ~n - , ~ ~ EC HRI E~ 5~_]CVpE~a.. AHENEq R 9~t}M 1S SEi iN SAY GR OTHER ,NPERVIOUS f _ 9RA d. 2 FCCi IN OiAMETER Ak0 3 EEET pEEc ~ _ LL d( 'C ' ' gEEOV EACn Ny?RANi ANp fILLEO COM- ~y }
1 ~ oR NPeosc. EOL -C{}- =~-.Ir~~ Hein raaFeH u1RE ll illi~-- - _ _ ~I= `6 f I IE ~ ° 01 PP fC AciE Vu Un'~Rp GRAVEL OR [kI1SHED S.OM Mf%EU Vi'4 ~ = NO AROUN? IHE E~BOV pf' iFIE HYpRANi O - - ' ~ { 1I_ - ANO 5IIJLHEt A~VE *HE vASiC OVENING.
NeUSE ';9 41 ~ RI P oA LNG ALVE CLW LptP ~I ~~1 ~ VI'lIN- VV Ilfl ~ 3 i' !'GUPL [IJG VL,' 4 VPS.'~CR _ ~ _WAL b1f11~ ~tY=1 -~Ic/H~Tt~T= ~91~ HY?RAN'S ZFKSMVE STAN?AR?ME4yANICa. JOWi SpN L -i~~m~ _ ~'E i;Oh 'R 3~,k :.NC Sc'GSi CC1iNE(i1DkS Ac aoPA2d~^ 13 i'!'GUPI. [IJG NL,'4 VAS.'~CR - ~ ~y 'L.1. TEE i ALL NA ~rt;A~. MJS-_OM1fCRM pV.C SP"` r -
_ I ---11 ~ VP27E5 ~ 1 / r. ~i y` L_ I i? t~IF .rAiRJS. {E M:NH~ {,R, iiN VAGIES v1iMHE S]ZE 'v: THE VArtk
Nell va It tlOZ SHALL WSi ?kANSH; SEE ^q.~ _ ~ - _ C-?~, ~v, t. TRpTTIC ~DgpINGS TC THE Vn~ vE 16 AIN AS ~ _JN M'.:+E CHPRr -_1_L-._ BE,OV. ~ r ~a,E4 Nn;o ; f'rl ZZw'
FIRE HYDRANT & VALVE YOFA.~ YDRANT & VALVE INSTALLATION ~ w~a~
GATE VALVE AND BMX - uu- -
SCn~E-- AS 3BOwN
BOOK Na
S'dEET nor as

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crrY COUNCIL
J.L DAWKINB, MAYOR i
MILO McBRYD4 MAYOR PRO TEM
JAMEB M. KKR, JR. PE DARRELL HAIRE PAUL WIW PAUL YYILLIAMB
WICK SMfi1i CURTiB YMORTfIY DR. SU8M DR. SUSAN K. CHEIX
A. MA86E1f, JR. ANNE POGLEMAN AAIIRIC IQ~ ROBERT MARK KBdDRK;K
BERM MLLIJOUW
DON TALBOT BERM MW
CRY MANAGER, ROGER STANCIL
P.W.C. COMMI8810NER8
MILTON R. VYOFFORD, CHAIRMAN AN
ROBERT W. SAUNDERS, VICE CHAIRMAN i
YANCE NEAL. SECRETARY I
ROBOT c. WILLL11M8, TREASURER
gTgVEN K. BLAtdCFIAi1D, GENERAL MANAGER QER RESOURCES ~
M.J. NOLAND, CHIEF OPERATING OFPK:ER WATER RESOURCES
8HEET INDEX
OFlLE SHORTRIDGE RD. STA 0+00 TO STA 14+00
1. COVER SHEET 18. PROFLE SHORTF ~ Q 8, LEGEND 19. PROFlLE 6HORTF 2. GENERAL. NOTES OFlLE 6HORTRIDGE RD. STA 14+00 TO STA 28+00
UTILITY NDIX PLAN 20. PROFlLE GALLON 3. PARTIAL fl , DFlLE GALLOWAY DR. NORTH STA 0+00 TO END OFILE NEWCASTLE RD. STA 0+00 TO STA 11 +26
~ 4. PARTIAI. UTiLITYANDEX PLAN 21. PROFILE NEWCA ~ 6. PARTIAL EROSION CONTROL PLAN 22. PROFlLE NORTHI OFlLE NORTHAMPTON RD. STA 0+00 TO STA 14+00 +
; ~ 8. PARTIAL EROSION CONTROL PLAN 23. PROFlLE NORT'HI OFlLE NORTHAMPTON RD. STA 14+00 TO END
~ ~ 7. PROFILE'A' STA 0+00 TO STA 14+00 24. PROFILE GREENI OFILE GREENGATE HILL RD. STA 0+00 TO END OFILE WHITEHALL DR. STA 0+00 TO STA 12 80 i
8 OFILE'A' STA 14+00 TO 26+03 25. PROFILE WHITER . PR Fya 9. PROFILE COACHMANS WAY A PROFILES 'B' A'C-2' 28. PROFILE HALIFN ',OFlLE HALIFAX DR. STA 0+00 TO STA 14+00 Q
0~" 10. PROFILE SHORTRIDGE RD. STA 0+00 TO STA 14+00 27. PROFILE HALIFA) ti p~ A pROFlLE'F IOFlLE HALIFAX DR. STA 14+00 TO STA 18+96 i
11. PROFlLE'D° ROFlLE'F IOFILE 'G'
12. PROFlLE'E' &'E-1' 28. pROFILE'G' d 13. PROFlLE WELSH PLACE STA 0+00 TO STA 14+00 29. PROFILE DELANI IOFlLE DELAND AVE. STA 0+00 TO END ~
14.PROFlLE WELSH PLACE STA 14+00 TO STA 18+12 30. pROFlLE JAMES' IOFlLE JAMESTOWN AVE. STA.0+00 TO STA 14+00 IOFILE JAMESTOWN AVE. STA t4+00 TO END
16. PROFlLE BRUNSWICK RD. STA 0+00 T'O STA 14+00 31. PROFILE JAMES' IOFILE'H'S"H-1' ~
18. PROFlLE BRUNSWICK RD. STA 14+00 TO STA 28+00 32. PROFILE'R' 8,'H 17. PROFlLE BRUNSWICK RD. STA 28+00 TO STA 28+86 33. DETAILS TAILS
LOCATION MAP d, GREYFlELD RD. STA 0+00 TO 4+65 34. DETAILS eTAILB
N.T.S.

REVIEWED ,IBR ~AiE II/98
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- SiEC~ POS75 I ° 0 C /WIRE FENCE "HOG WIRE" GEOTECHNICAL FILTER MEDIUM GRADE ~ O
FILTER FABRIC N /BOliOM OF WIRE FENCE I ~ 12'~ TAI DESIGNED TO FILTER W E FRENCH DRAIN DE L ~ o N.T.S. U
AND FILTER FABRIC BURIED ~ i ~ 6" IN EVCAVATE? iRENGk
r '--"°w TEMPORARY INLET PROTECTION DETAIL STEEL POST DRNEN N T.S.
18" IN70 CR°UNO a ~ ~
I SEC=rI~PJ A-A
SILT FENCE DElAII nrs I
' it 0
CONTRAC?C= c-. REPAIR DISTURBED . P IMMEDIATELY AFT r. - CREEK B6~ i ~ _ ~ I - ~~II~ I
DISTURBAkC; . ~~4U PROFILE & CRGSS F c-= =TSTORED TO SECTIO~~ _ _ R;A~ ~ a~W ~AR~~
ORIGM~ ~ _ ~I, li ~ I I
ta~ ~W ~ _ 6,TN CREEK WIDTH ~ ~ DIE= sEE ~~s - s~oPE SLDPE F ~ III P R F OT MAX.
rnprxs cREntcR r>uN la~ s~.u ~ MIN. ~ BE iNauoEO w wE uwr t'R~cE eip FoR cur u1p Perch RAVr. rrracwr PEgN PR01 I" PER FOOT MAK I ~ ~I _ 0 ~ ~ I/4" PEft FOOT MIN. SLO`- T 61i. SURFACE 11/4" PCR FOOT MIN. PiAN PROFILE I/A" -_4 FOOT MIN. ~ 2- ASPHALT WEDGE CURB
(GSS wU=r-) veRlES ry ~'~Rv'NINGS FOR s rcPF'K ExSTWC v M' ~ RAP SIZE wSPw1r ASPx~LI 1 [-1 AEP'NAIi 0.: NOr OVERUY ~ ~I,R4WWGS FOR - _ ~ ~ I- - i PAP SIZE ~III~i- ll i ~
_ N c PAV[uEr+r ovExur E%~snxc wEOCE cuxe ~ M 2 ~ DEPTH. --7 rNl c) ~ ~TEPTH. `I~~~ ~=~I~' ~lii-liul
SASE uaExu~ cwPACrEO Ni ~ . I Aio HOas wx. oRr pulsm -1 IY MIN. I 8' M1x. LhSC UiR III-11 , D• SaND-GAY 6a,r
usr 5' a nu a1ra+E arsE D]IIPAG1Fp N 9xz xev uMg5n1PPD "~PE PA'?EMEM PATCH N uA». c Imsr urrs mL /r,nNL asPraLr sEE oErmL FILTER-~ TYPICAL STREET SECTION W/WEDGE ASPH CURB
-aaM[Nr FABRIC N~_ U
~ mNIaAErq+ sw,L eE aEWiIED ro PROwu rR.mc GoNmoL STREET OVERIAY DETAIL - ~~E=u RE°°IR~arrxEHW~oa"_`-~°~"""` Nrs RIP RAP CREEK CROSSING woRK ax xar PRP"FED Lent ra HFUURES IRE W PLacE. (BY OTHERS SING z
z r PAVf]IENi scnr prt ac:uxs, mE coxm.crar N.iS~ SNALL REaAra Ar Iro mgnoxAL pPENSE ro rHE o1mER. Q
~ 3_ oadmA:roR ro zr wxxG¢ mM Eta Amxs i /HP£ IXISnxG PAVEUEM GPME FOR MITRE prfNlAv ALL E%6nN6 VlLYE 00%E5. A4YlIIXE PING A40 CP'WS CIC. SHLL1 EE MIUSiFp I /aO+E IXISfI1G GRNE IN ARE%5 TO BE HvFRWC la < & W ~ U
W rNE NNRE NptE~ RRC Mr GRAN' ~ A cormunaR swu sewcur Enn- PnvfalENr srttton .xo mNE N IDRAN- acDEL CEVrdaIRU H ~ a
PRiat ro rewa9NC uPxxr FoR axrtrRY sLwrn iN5lalArrox. xuELLER cp. acaEL CExr.IRIpJ;. KCNNE?Y VALVEMWAFACNR[NG Cp.apDCL KII -~,i oe nenRpveo EcuAL VERANFACNR[NO CO.aODC~ KICB) r, .vE W°DRANT <nODE_ MARx]3>. W ' ,wF. ~ o
TYPE "H" PAVEMENT PATCH DETAIL ANERILANYALVE W"pRANr <xpHE_ xARK/7/, (STREETS TO BE OVERLAID BY OTHERS;I
°U ~
i I~ ( sue; IOrc p SEE VALVE I W rSEC VALVE DETAd W O
( cpxc. LuRB e ppr-EE ~ ASkHAtr aAVx I N " _ ~1~ g a 6 GUI"ER ~ ASPHALT PAVM' w
pr, ~ V SNUG B0.' 1 AGAINSr V10.ES~ NANa LIGHT yl - C G
I I/A' x I I/2' BOLr I/2"DASHER k - ~ I~ =A 6' 1K. BY6 i - 5 CpILAR (Jq r i HE FETISH V/ i i W p ,ni _l 6' 1K. BY 6' CONC. II v~yER A HY?RANTIS SCi IN SCIL THAT [S PERVIOUS, DRAINAGE ~ 4 II ~n G9LLAR (JDOD PS.I, iYPJ O w ~ SMALL BF PROVIDED AT THE BASE CF THE HYDRANT BY PACING F-1 ~ _vE BO I_y_ COARSE GRAVEL DR GRUSNEO SfCNC N1xED VITN SAND V?Cx
f[xISH GRA?E PIN „ . VALVE ~i AN? YASILR SHU1 i •U d VALVE Bp liy_ LEFT ~pSED AISED L[LrERE FR g SECURE V[RE PRprECiEa m GJ VALVE fnvEA n u1rH UISLAAr]pN m BRICK SPHALi PAVEMENT PREVENT fAOUnDING _ ~I 1=k Alµ h'ry~KU r-I ~T~' 6' GATE VPL Y VAIER MAIN THE ~iiU'. CF THE TRCNCH ip AT LEAST 6 fNCIL`S A&"'vE i I BRICK SEE GHARi B TIE VPSTE OPENING !N THE NrDRANt AND rp A DISTANCE ~ ~y _ F NOTE N4 1 f90i AROUN? iHC ELBOV I~1
II 0.7IL vgiNEO ~pRHY CASST ~ =LI E VPL - vMENEVCR A HYDRANT IS SET IN CLAY pR OtNER INPERVICUS NE 3/4' -0 Si RpD CE THRUS' tikDETAILS SOIL A DRAINAGE PIT 2 FEL7 IN DIAMETER ANC 3 FEET CEEP ~ LL SHALL e[ E%EAVATED BELpV EACH HYDRANT A'tll f1LLED CDR- O -II _ -I PACTLY VITN COARSE GRANGE OR CRUSHED STONE NIXEP PITH
I WIN IWn. 3/1 6' TMiCxNESS) - - ApJJSiABLE VALVE a~ = l2' pF YIRE SN VALVE Bp%~1 ~ CSLIP rYPE'1 R Yl'./c Bpd ~ - J Q. C`' COARSE SAND UNDER AND AR9UND THE ELBOV pF iNE NYQZA4i _ ~ lR ~ o-0 AND Tp A LEVEL CF 6 DJCNLS A~VE TIE VASTE OPCNWG O S` ~.y Y _ _ _ _ 7iz I « I ~ _ ~1" iV~ ~i~ $ 2I PLL HYDRANTS SHALLHAVE SiANDAAD lEI.YWNIGAL JCINT ra11 Icy
P~'PA~wi VAPIVC AWJFACipRING Cp. ~ r I COLUIBINV 65EJ VnRRS, ~IIIr ~~6' p.I~PIPC BRICK RA vW0 Cps ICE ' ~ D.I. PIPC ~ al J9V, E. 0~ NECTIONS OR BELL AND SP[6pi LCNNECTIDNS AS APPROV EC 4E 52 3) ALL HATERIALS MUST CONFORn T.. SPECIF[CALpNS.
LNE WAr pF PRpiECilvE W AI'PRp EQUAL. ~ YII - 3/1' LOUPLW6 ~ III ASPNYiLM PAINr 12 GAUGE rRALtR YIRE _ al "iq~ul>wiul-,s 3/1' LCUPLW6 MJi& VASNER C[, TEE 42 42 48 42 41 THE MINIMUM BURY DCPTN VPRIES V[[MIE S[ZC OF THC vntCR Wptt
Mcu ER cc. prL--III, /~~I_I -~iall(I~~~I- VAk]ES NIFRICON pARIJNG vgLVE CLpv CC/~. / w A~vRwEa Ewu l 54 1B RAIN AS SHOVN IN THE CNART BELOV. A J :ti-iH 6 BIRT FCR Zp +ATER MNN B ~ wd~~jl
= SEE LUTE 111 'iRC HYDRANT 111"'------iii
Npro VALVE S"ALL mr ,RANSxn FIRE HYDRANT vALVE raAEFic LaAmxcs rp rt{ vNVE FIRE HYDRANT & VALVE INSTALLATION _ - N,rs. SCALE ~ SHOWN
C-900 PV[ 600K No
GATE VALVE AND BMX SHEET S4 OC 34

i GIIwMI N IW
0l~01~ OY
IlIM1o i 0~7~ 1UM
1. i
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I
CRY COUNCIL
MILO McBRYDE, MAYOR PRO TEM
JAMEB M. KIZisR, JR. PE DARRELL HAIRY PAUL WiLLU1M8 CAUL WiLLU1M8
WICK SMITH CURT1a WORT rlY DR. SUSAN !G C 1R. SUSAN IG CHEEK
ROBERT A. MASBEY, JR. ANNE FOGLEMLIN MARK KENDRIC MRK KENDRICK
MLLLIGM DON TALBOT BETTY JETTY MLLLIOIAN
CRY MANAGER, ROGER S'TANCIL
P.W.C. COMMI88KtNFR8
MILTON R. YMOFFORD, CHAIRMAN
ROBERT W. SAUNDERB, VI;;E CHAIRMAN
VANCE NEAL, 8Et'J•iETAR1f
ROBERT C. WILLIAMa, TREASURER
STEVEN K. BLANICFIARD, GENERAL MANAGER ~IJRCE8
i M.J. NOLAND, CHIEF OPERATING OfPfr.ER WATER RESOURCE8
SHEET INDEX
E w c 18. PROFILE SHORTRIDG ~ r ~ 1. COVER SHEET c SHORTRIDGE RD. STA 0+00 TO $TA 14+00
2. GENERAL NOTES ~ LEGEND 19. PROFILE SHORTRIDGE E SHORTRIDGE RD. STA 14+00 TO STA 28+00
~ ~ ~ ~ v'~ ~ 3. PARTWL UTILITY NDEX PLAN 20. PROFILE tiALLOWAY C gym. ~0 A FILE NEWCASTLE ~ J ~ H GALLOWAY DR. NORTH STA 0+00 TO END E NEWCASTLE RD. STA 0+00 TO STA 11 +23
4. PARTULL UTILRYANDEX PLAN 21. PRO , ~ 6. PARTW. EROSION CONTROL PLAN 22. PROFILE NORTHAMPT E NORTHAMPTON RD. STA 0+00 TO STA 14+00 r
' P EROSION CONTROL PLAN 23. PROFILE NORTHAMPT ~ ~ 8. ARTIAL NORTHAMPTON RD. 8TA 14+00 TO END
o~~ ' ' T STA 14+00 24. PROFILE QREENGATE A 7. PROFILE A 8TA 0+00 0 ' O 28+03 25. PROFILE 1NHITEHALL GREENGATE HILL RD. STA 0+00 TO END - A 12+80 3 E UVHTTEHALL DR. STA 0+00 TO ST ~
8. PROFILE A STA 14+00 T ~ ~ A HMANS WAY S PROFILES'8' 6'C-2' 28. PROFILE HALIFAX DR. ~p ~ 9. PROFILE CO C HALIFAX DR. STA 0+00 TO STA 14+00 Q
~ OT" H RTRIDGE RD. STA 0+00 TO 8TA 14+00 27. PROFILE HALIFAX DR. y ~ 10. PROFILES 0 _ ~ A PROFlLE'F' E HALIFAX DR. STA 14+00 TO STA 18+93 ~ .E 'F' 4
~ 11. PROFlLE D" ~ ~ 12. PROFlLE'E' &'E-1' 28. PROFILE'D' :,G, z
S H PLACE STA 0+00 TO STA 14+00 29. PROFILE DELAND AVE , ~ ~ 13. PROFlLE WELS E DELAND AVE. STA 0+00 TO END •
- ~ ~ 14.PROFILE WELSH PLACE 8TA 14+00 TO 8TA 18+12 30. PROFILE JAMEBTOIM~ h r yh- E JAMESTOWN AVE. 8TA 0+00 TO STA 14+00 E JAMESTOWN AVE. 8TA 14+00 TO END _
1 . PR FlLE BRUNSWICK RD. STA 0+00 TO STA 14+00 31. PROFILE JAMEST0IM~ --I _ ~ 6 O +00 32. PROFILE 'H' S "H-1' ~ ~ 18. PROFILE BRUNSWICK RD. STA 14+00 TO STA 28 6~~E
17. PROFlLE BRUNSWICK RD. STA 28+00 TO STA 28+86 33. DETAILS 3
LOCATION MAP & G A 0+00 TO 4+66 34. DETAILS REYFlELD RD. ST 3
N.T.S.

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I PROFILE "H I 'bA ~ J ~ \ b ' s~ 0 ~ sw wx t I 4 OF 3 d . ,x ~ 32 ~ \ SEE SHT 8e 1 OFao•~ A G& I:p ~ ~ , I rz~, z=~~~---- ~
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SEE SHT 32 OF 34 ~ ~ ~ , o ~';,,~a r ~ oo ~ ~ s ~ ~ . -a o ~ ~ 1
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CONIfW.~IXi SF4H1 COMWE7E PWSE 1 ~ w6_ CONSIRUCIION IMCLUDMG 1ENPOPMY G V
i p U5E 7 PC~1 ttl 9ECINNING FDR NQIFS 3 IElIN~ SEE SM 2 OF 31 $~.ALC
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i ~ ~ ~ ~ ~ IONN NC0.o5rtEY ~ ' t R+y ~ bV 1 q+ ~brce~ NEAS 1 _ 02 oe siz6 ac 3Ja ~ cNUUts Emc ~ E)Dn CONIWLfOR SHALL REPVNi ~ I oe 28 U7II4te 4' WX W10iH W/SWE SHRUBS Ab U PUMNC 95 vc 33; SPECfS AS ESe@G, SiOUID APEAS OISNRBED g{ CWSfRUC/~I.I~ON TO I od09-Sd-B00] COlIS~UCII01! w I I E)uST OR BETIFii CdADpNS. ~ i } ~ f I 500 G ~
` \ ~ A 0109-5y-9104 i DB 3166 PG 6~ NO 9 0'~~ I \ 0409-53-8859 ~~y d w ~1.. E E SUBDIV moMJS wttfi 4 NO 434A/dE M11ENi ~ REPNR FEWCfS 061U~E0 OORII41( YA'.ON CORfP/CfCR ar coxsmuclmx ro IXar swE iowPoawrr sE£o nncH oR aTIER carolnas aROWDE Der. AREAS. AnEx sFUOx rz51RaRARr fQA'MG EIIDS coRrRACroR swu soo sEmm
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PROFILE "E~' PROFILE ~~E'1° Fdi NOIES k!D IECENO SEE SM 1 OF M
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175 D+00 1+00 2+00 3+00 4+00 5+DO fi+00 7+00 8+00 BOOK No t75
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~Tw »oMM ~ ~ AMA yNwucs~ Y~pr PPF~iSF AS OC!ERNINm BY ASIU Cfi9B 2 FOR 4$ RCP B>6', ~6' r' aaw< ~y y~ i. FOR aY RCP B~'. D+5'-d ti ~cMwsw?u BF ¢a¢n ~ FOR Jd RCP Ba'-d. D=a'~ 9f FOP 2d RCP B-a'. D-<'-d
T I. uANHOIf RNC aNB COATR 10 BE 1A40E f~``~ ~ oaov SaW'IUAE~ f i OF GREY C45f 4 JN CONEOPkING i0 ASM ~ ~ ~ ` O ` SPEPNGtICIb A-4816, CU55 A. ALL N ~ 2 ~ l~ P ~ 'LL FOR Id NP B=Y. D=3' owP SaW'IUPE ~ ~ iM I ' Y'Pi 9-J', D-S A~ ~ nKm xH~ FOR 17 VcP B=z, D=?-d t-1 Pf~9fRBf11 SFPAWbx
13/4' CASTINGS SNHL OBNFORU iD THE SHAPE - sx ~.1 rem ~ AW gMCN901d S40»TL RIEY 4WL BC ~ ~ ~ uvOmP sfA- cltN. nxB ttx~a Wwour azan Op LY+. W4101f rat $ VLP W3'-d ~'M ~ ~ PLOP - 3. Mf BFDBrvG Nt.RAUL 9Nti BE [-R.WUUR. <IfAN CNFSE - - YIgSN $aND. PG GRAVFl, OR WEll CRaUF? CR~SHEp PCCN I
SWD HC4£5 Ofl OC3ECiS OF ANf HIND oB ~ ~ S. WFA[ rtAanG ro IMP,ua rxc~H smervctti. @3 r-z-T/a Im nuccu~ oR sTBwINC aE oEhcmc ~ y~ - aw A rm src svu a mmn S. WFAf - Pu4(D IN U'NR HDi i0 gCffD d LWS[ tlfR FCfl ~ U ~ b, A ~ ~ sVU ~ ~ VNDTUPBFD SDIE llE tiLL MDM ? ?HE IPFNCH. hl r_.1
COk,L B1CN COYER SECTION Epy~ p1µ HCVFS xYLL 3E PEFWiTFD. caw nr, seux w 2. ,"gSDNGS 9L41 BE 'GNPgN1ED YANr%[ ~ ~ ro ~ ~ lWYOW 'MIM NO fWB FDdS. NWIX[ N ~ S~Tx \ p J ~NLLLONiNG CtURf id FRODVC~ 55 8 BOOING MiN W G ~y y~ ~ yyy, BMN{ILL SV4VL BE PLACED IN ~ N FOP $ Plff OB7}tl3/K BF PIPE d unas AxD coNPACrED ~
ZS ] W.NHOtE BNG ANO COVER f0 z~4 iY Mx. u5%[ a on ~~@~np x Wvlra£ pN ~ miHS4rvo H-m vEHlcuuR mun~. ~c~. b ~s 25-7 e mnTCUr oa~ECnauAeEe Nola oxcurz eb ca r. swam rrw x yvxo~ orrtxrs ro 9ox wvuuN DEf+sm ns i~ ma is vIP`sf ~%n ~P v~ ~ I5 xoi a<cwroai CflFRYINEO B/ ASFM p09B I ~I qA/Z FOR t$ %PE .13yrt1/R Di PWE ~ O r0 1Y AB]4F iCP Of PPE 1 NP 2 ~ %PE ISyW/h b" PIPE ^
~Hl rx~ f~ rzE vumx .m.-ie~a~ m~ v~ - 55 m ffnxu vwx~ wwmma ry ~ w cm ~ ~ ~Fw.td( pA NR ]B" %PE 1~ry0 /K OF Pff W SE1ECi 6ELCINC NAl[IiV.I-J ~ FOA lZ %PE l'lydt/It D! PRE \o~cm ~ ~`~PPrip'~ FoP de %PE )sew/k a P6E 'J ra
I'~ ~ ~ ~ - ~ ~w _ ~ ~ .17~ nAM~ - ~'h / ~F'~ ! 3/~I Tie" T A~ suo _ C - L _ i `Z ~ ~ a. w,MH01E aNG nr0 CnYtA swv ~ ( ~ ~ ' %PE qA ~ ~ F~Fy1 L S eF?gxG S10xE'mu BE Pu0 FOF BvSFD Ox FHE aBPiE O A ~F ~SF~ SI•S1 BUANI1fICS (IRL 6J NHG' F'PADV£D AND aURKMAZm ~ M L,
~ J U ~ ~ ~ 2]-7/4 ~ FE awC tJaamT_0. wv e ~ aa~~ [ n~ 3/41 _ V,m ro sw uv ~wuiWmwW m~vs I 31 la PIIU:[ gxfw UA~A'IIII(5 PoCI@DT DETNL r nv1ID BOtn w0 B ~ iH( FNCMFL5 RFPPEBINfATNE. F W CW"' "IDwu, ~x4 m~vs ~E rarzs ~ e z. s. caNnucroe sxnu asuRE v~oBlNC a mENCNIxc A
C0.17t FACE 5. PFRfoRaiE^...wFns wIU NJT aE ALLO'MFD- ~ ~ vroi. av crtn FF/HE SECTION t f r I J E L nm ro BE Ix swlcr nccwwrvcE wlTx DsxA REwurroxs r~ C/] rn %ePl. Prv W W SANITARY SEWER PIPE BEDDING DETAIL z
NH IN AN COVER DETAILS ;~-IiL=TI-11E ~ Nii-lieu MA OLE R G D ;i Nis. ~.~wec~oE~ =,w~ x°` NTS ~z
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PWC STANDARD MANHOLE & DROP STRUCTURE DETAIL N TE DETAIL w o
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I INSTALLAl10N SHALL BE DRY BORE AND JAGKIN6 8. If AN OBSTRUCPON IS ENCOUNTERED DURING THE OF SAg0iH WAl1 S7EEl PIPE. BOAINO OPERAHON THE AUGER SHALL BE WITHDRAWN
7HE IXCESS CASING PIPE CUT-OFF, GPPED AND 2. SEE CHPAf F0ft STEEL GSING AND CANRIER PIPE 7HE VOID COUPLETELY FlLLED W~3.I PORTLWD CEMENT SI[E uIN. DIA, AND WAIL iHICNNESS. GROUT UNDER PRESSURE NO SEPARATE PAT'11,ENT FOA I a
~.1 UNSUCCESSNL BORES. 3. CASING FIFE SHALL BE W ACCORDANCE WITH AS1M A-53, GRADE B, WfM A MINIUJU nEl? 9. CONTRACTOR TO INSTPL' PROPER SPACING DEVICES
GRRIFJ2 P1PF BELL ~ STRENGTH OF 31,000 AND/OR DEVICES TO ACCOUPVSN GRADE AND INVERTS A$ SHOWN ON 111E DRAWINGS AND IN ACCOflOANf,E WITH 4. FAGN END OF ENGSEMENT TO BE PLUGGED WI1H THE SPEC1FlCAilONS- USE WHOLE BRICKS I NOT PIECES vOIBS AROUND i i I THE COLLAR ARE NOT
J BRICH AND THE CASING jHALL BE ETLLED COMPLETELY WNH 1S PORTlANO GFNEM GROUT tT SUFFICIENT PRESSURE BORE s¢1rvG cwaT - f0 INSURE NO SEIiLEMENT OF ROADWAY. ALL VOIDS ACCEPTABLE. I 4C"_ z
" ~ ~ OUTSIDE THE CASING PIPE SNAIL 9E COMPLETELY GRRER RPE NIX Rp4DYNY5 walAroDs FILLED WRN GROUT. SZE UvNG SIEE u1N. WALL MIG(NESS IAIN WAll MICKUESS ~ ~ le oss au I ~FtLAP CAST IRON RING ~ 'i tv, MIN. OF 2" BELOW EXISTING
POE E, THE BORE SNf11 BE ACCOMPLISHED BEFORE %PE T e 1 12 rz+ 0.u gas P _ CONSTRUC110N BEGINS. TOTAL W~vIUUU TOLERANCE 111 ~J/ OF 0.50' IN VARIATI04 OF IM'ET+T ELR~AiIONS BETWEEN 15 2i 0.ts oz! ?'R'I:kWORK DR :XISTING STRUCTURE 1
0`;p ENDS OE GSING IS AL.OWABLE. 1a 30' 0.717 a.71r ~f ~ 1 24 3A' O.D5 03]S COMPLEf~Y ~vLL~ r 6. THE BORING SHALL BE PERFORMED FAOU ':8NIL1 )o' 47 a50o' B.SBO' I
VCID w/C!l01P ~ 1D "DOWNHILL" DIREC110N MA'NTAINING THE CRRICAL - y U?Hltl ELEVATION. GRADE ADIUSIMEMS OOWNNiI; d6 40' O5a7 oSOd ?0 COMPENSATE. FDR AN INvERi ELEVATION V?RIANCF ~~J r /`s~`~' --BED OF CIFAN,
SMALL BE CONSTRUCTED AT NO ADD~RONAI NOTES. COSTS TD THE OWNER CWNRAGfOR wr SUBSttME A IWGFA 512E U51xG vWE fore SEWQi AuexS MRI mf / PIgPfR HIH. WA iHiCNHESS IN ACCOFQWCf WfM Mf PBOrE CHNlI SCR BCRf SilfS. ~ FRESH MORTAR ~ . ' _
i"FCL GASUJGJ i. THE BORING OPERAP.ON SFlN1 9E ~uIJDUGTE; IN A Au ao5rs suu eE iucwom w ME oror PHNE qo wx eOnwG nuo aacelNC. c1PF MANNER 1HAi THE FLOW OF iRAFT1C IS NO? 'MPEOEJ A uMxw ror+rnoE srtrmNC NE,w 0H Brv~ anaxtt srsiT.u Is eEwuuENOrLL OR IN SUCH A MANNER 50 AS NOT T^ GREAT A IwtARD. Eoa BOPBS JR ouu. Ave/ar 11wc[P Axo eaaES FxcEnlxc 1ao~ Irv 1rNC1N 1 MIN. VF 2 BELOW EXISTING BRISKWORK I.FAVE MORTAR ODWN .-L- - -L-1- OR ENISP,NG STRUCNAE.
1 FRUM TOP OF RING ~ v
BORE UNDER ROADWAYS/RAILROADS ars BED OF CLEAN, FRESH MORTAR
MANHOLE COLLAR DETAIL IN UNPAVED AREAS
_ - 5-=--- I TEE wrF SEE NOTC /8 nlrs ~ z
TT alD aNN~aL[~ v;RL :aJIRES) Q
srw~n na,N c , e' aLD~N _ E~oW a w .Q
TEF wK I BARkEE Dr' PIPE WITH I SEE xM~E ie 'ikE WYE CONNECTION I hl ~ al0 A'JN'EAL.D WIRE N F o
CONTRACTOR .0 PIECE NAIL S1X1 28 PYC %PE I IN LURE/EF TO MARH IPTERAL LOCATION OPIION'[f ~ diTalF'CD Cl~'! STOPPER m r
_ VnEN li ~R LESS 1 THEN IS wCR~ TRAP! !2' hA_ ~i. Ch b PWG I. IgIF IN jAN11ARY SEWER / tJ$C PR[; _q$T CCNE RETESiQPPER -euP cnsT IRON Rl,vc w? NIN OF 2" ©ELDW fzISiING ^ a WORK OR EXISTING STRUCTURE yy
~ vAW u115( BE Wi w11H / hSl IRON RIxG k APPPOVED CMFR. BRF1J(INS" -f0Y£R W PAVE? AREAS r~ Avg NOtf b NOT PE4NIi1<JJ. 'I - W RI K '!~_aElr TU BE 3000 PSI, CU±SS "a" °V USE HOLE 0 C S - ENTRAINMENT 3-69. `NOT PIECES. VOIDS AROUND r~yy
\ VARi~i Id~_ ~ ~ 1 iI 1~ ~ e'. NC PSPE SHALL BE P THE COLLAR ARE NOi - 3ETE COLLAR SHALL BE W ACCEPTABLE `+STALLED AT ALL STORM,
\ i ~ SDR 3.. G - ~ \scc rvne ge Dw _ r,rvnnm 0ft+,?[~_ ~I 3. ,vi PIaE mnrvez vuu ~ _arER, TELEPHONE, ANO FCTRIC MANHOLES. N a H~/
\ CURB 6 GVITER BE 4' urv1EZS OiHEPWSE I SvEClf1E?. 4' sJ seer on I t L 4' GAS i PIP AN cautt,NG i nu us IHOx c o 2' x 2' BL'CCK , GEPTH OF SURFACE COURSE OR ~ W o IZ' (SNYC CLAY BASE, lSPHALT BASE COURSE, LL
' ~ Pae r 1R0^~ mrrves sHau eE a NDTES~ ARPROVCB MP semlcE wr. I 500. E _ I ~ . _ IrN~ss o>HrAwISE sacanEO. PRINT ALL WIRE vl~-I Ax~HnLi END VIEW - - - DR tSPBA~T SJRFACE COLIRSEI i _ z°
/a ?,~g ~ ~ AFI`_P VRAPPiNG. <-A DnAIC s. Au wxNCCirorvs sHn,E AsT srzs eENO 4' a chMBlra^~ vkvE Ruesm GnsHx* PLUG iS ND' I NIIEL i0 BE 115E? ~ _ ~ ~ `LIRA . ~
TMPINC SADIXE W/ caMPREiION -r1'E~ wrE BR,wcx Q sE.us Ix4nlun, ES -'sAE ro PeESSUec _nT rr,~ srSiE"t. ,WGNMIXi il,Vlfl ~ .~^ASMEr e. SANNARY SEWER SGRNCE 1 \ ? ~ ~ VCP ~ T CIMAPS C/0 STACN SHALL BC tOCAtFI) 'I x .
Dp,~„ ~PRRD~ , ~ 1~ WATER G~NDE SEWER PLUG Br PWC ~ ~ 1Fll CS LaH vtuvE 'MIEN ~1 ~ ~ i, ~ OI ~ ~ THE SAME OrtCH OR AS ~ n N MIN l~F 2' B ON %ISTIN6` b ONwOR,:
_ r C~ irvDluTEfl oN >HS Puxi L _ ORE ERTENSICIPJS) ~~wc oe cl I~~ ,cPE~ z NsnwnoN mnce mu+ ;.Ts I ~ - R = I sHam Nusr eE APPar nB i I / ~ - ~ R E715?INL -RUCTJRE.
A ~ _ v ,PER scoT I ~a LFAVI ' Br ME P»c ETJ;;INEFA. I' FI A~ ~ a aE c~rPacroR unv AT HIS ovaoN J . a R. °owm scmwE ?s. rnPPINC smot£ wrrH sTwas nrvo LEAVE CONCRETE DOWN r FROM rOP OF Rmc T ~ ~wJ `zBFO OF CIFAN, V'
I ; REUasn wxErv r J Aucrvuvrt ElwcE Em coN ncrnu+ o rn ~ \oa,r,Ae¢ ~~E ,IxuICE oR vcP PIPE THE coelxACTOR MAr usE / -..E Is aoNNEarFn. soa 2s Prc Iff WrE FcN ronxcaia+ oN fRESH MOR1i~R ~ WC;C ZZw -~tt
I,wcAT _i~_ soa 2s we PwE. cowRACroR w~ Nor usE / vtmEBUS cur r~s roR coxNEC>aNS To wE / %PE. TAP?INC SADDLES WITHOUT Arv AUCNNENT S1NIIh9v SEIrEA RAIN _ = SEAL ^q5x~ II ,LANCE WILL NOT DE ACCL TA~f. CONCRETE COLLAR DETAIL ~ ~a~
IN PAVED AREAS r;rS _ SCALE AtiSHC-AN
b~ E300N ~1b
SAN. SEWER SERVICE LATERAL P.W.C. STANDARD SHEET aL c. La
MTS.

~ DRIL'E STEEL POSTS 18' INTC THE GROUND AND E%GVp7E A 5^ X 5' ATTACH WIRE FENCE i0 POSTS
TRENCH UPHILL AIONC ME DNE OF pND EXTEND lHE BOTTOM OF R1E POSTS. WOOD PO5T5 4° Du MAY BE USED. FENCE fi' INTO THE ExCAVp7Ep TRENCH.
-I 5' MAX. DROWN 6Y
~I l z" .I ~ I ~ WIRE SCREEN WRAPPED AROUN PHtSI CHECKED DV 1. MAIP PERFORATm %pE y17fH FILTER PABNIC, REVIEWED JBR
~ ~NO. 57 STONE D ~ PRUPEHfl6 TES J 1f]151f SIAENGTH (IbAn) ASTN P-fBB; PRDNDE I,5 TIMES THE GRCU4FERENCE. TEST NETNOD Tip. NIN. AYC DATE 11/98
S?EP sreP 2 T~~ E1DI1¢171pfl (I) ASIM [1-188; H (Ib~n) ASIN P-1B82 2. %PE SHALL BE PETG'ORATEp WIfF{ 1/2' DbUIEIER p0 HOtES AT 120 DECREE ANGLES ReppT FROM (x) ASTM D-18B2 CENTER OF PIPE PUCfD AT 6 ON CEHEFA.
. SANDBAGS BEYOND TO 9UFSf S~BEE707F1 (PSG ypLEpE BURST DIVERT WATER TO BOX uuuEN euRSr 2,70 17 OVERLAP ~ 70PSOIL
AccEL~aEEn WFATXEAING ~nmK h3T anaCH ME FILTER FABRIC TO TNf E%IS?. BOX RETANFA 1t7 ~~'T-1Bt ME wiFE FENCE nN0 EXTEND THE BOTTOM OF niE TIRMLY TO ANCHOR THE BOTTOM OF THE SILT HWRS E7 ~THEnINC ~nma T6T uEnwo OF FABRIC ~ IEO ~ ccc-T-IaI uETHOO seoA ~ SE SAND ~ (500 HOURS E7(P061,REj i- i i
FABRIC 6' IMO THE 7RENCI~CKFlLL THE ?RENCHFANDECOMPA(:i 11+E Sell, FER1f18811Y COEFF1pFM FµlENO In:Ap ~aExr FµA1q rwn o.2a = - III V~/A~ VA ~ U
(r sm T~ ~fLr> 1 ~ ~ ) (75mm TO 25mm) _-~.;1 ~ W FLTER FABRIC W ~
~ _ ~ J1~ No. E N. ~ t` ~ ^4 ,1'~ A ~~~1 ~ P ~ C J ?-1~~~ o NDBAgS BEYOND TG ND E n. ' ' Ta uIN. ENVELOPE ~ Z w Z ~ O
\ r` _ I i 1~ f DIVER' ,YAiER '0 90x wASHEO ~ ~ a m
SiE!' } EI WIRE SCREEN VIR P gip a A PEO AROUND N0. 57 STONE N0. 57 STONE ~ _ 6' PERFORATED PIPE ~ a
STEEL POSTS lu' O.C. - - W/POLYESTER WOVEN ~ ~ - =liiZ e SOCK. F, ~ W
~ 'WIRE FE~W.'E "NOG WIRE" ' __-Till-ill=i- _ - - - U7 I~ ll~" i I I_. I I-Ill-I I W
F FABPoC 1 I / BOT10M OF WIRE FENCE ~ Z AND FILLER FABRIC 9URlED 2a z w
z 5 w ExcpvA>FO mENCN ~ r'
r --FE9W I STEEL POST DRIVEN - Ip- INTD GRDDND TEMPORARY INLET PROTECTION FREN DESI NED ITO FILTER MEDIUM GRADE ~ p CH DRAIN DETAIL FILTER ~r N.T.S. ~ Fi W ~
DETAIL SECTION A-A N_i.5_ U
SILT FENCE DETAIL
rr<
~I o' y j
-~1
CONTRACTOR SHALL REPAIR DISTURBED CREEK BEP & BANKS IMMEDIATELY AATER i it
DISTURBANCE STREAM PROFILE & CROSS 7 SECTION SHALL BE RESTORED TO / I z' i _I I i I
la wxwu~ ~ ORIGINAL CONDITIONS- vnorns cannTEa Tnnrv la~ sruu ee ~~NUUOED lIrv wE aNlr vela ~ R,W ~ ~ ~ ~ 1
i em raa cur Arvo Fa^n PevT / ~ T'aNC0A1 VARIES WITH CREEK WIDTH Moss cm/r-) ~ - vARiES a/w j I
s TMPT 'H~ ~ 10' MIN. ASPwl j ,exmrvc asPrwT It-._ vgRlES - ~_I 1 a uPwRT oo Ncr cview° ~ SEE PLAN PROFYLE , i I sEOP - E ~ vARIFs ~eE PlANS I i I" PER FOOT MAX ~
PnVINEM OVERIAV weeuE uArTRw coMa ErlsnNC w ?ce' I' EDGE CUNA, v f) *IIC N 1 MpX RAWINGS FOR y^ - -SCOPE sEE atnrJ P~ EoaT ulrv, I s~oaE~ t PFOFiLE Fz' air, soeEACE ~ P~ E~oT MAZ z I i DRAWINGS FOR ~ PER u~.n!J, ~i/a" PFR FOOT uiN.
Iz" MIe. Toxaox max. oar oasm _ - ~ ~ -7 ~ 2~.T RiP RAP SIZE I 6 AVJ WOSE uFfS I Ak & DEPTH. USi OF RLL BEOfiY P0.5E GOYPniIF9 i0 9Pf, k4 a 9~SNR&D L - ~ J RiP RAP SIZE ~ - ~ ~ 2' ASPHA~i REEx;E CuRB~ 1 ~
B+sm M unr. 6 mosE uH~s rv - sox ~ E'~rIS1WC ASPHaLI `'lvE -K GAVENEiIr cgTCH /
rol+mecioe sHAU aE REwl ro ro Iw RE rpune cavrROL PATaIErvT s~ DE1NL FILTER--~ avo ?EUmrs u a[auw~ ar m[ uura~ a FABAIC RIP R,4P wuRH eu+ xor PROC~ urvnL TME dasuaESN~aesnP~i~ur. STREET OVERLAY DETAIL - ~~-~1 --1--. -~~J~~ ~ lid
Z K P uT~urr sTmLFwwT occuas, me carvmu~rc~v N S s"^u RFP.TCe cT No rDOmoru~ ExPExsE m rHe orvl~~ (BY OTHERS} RAP 71/ I cr SN!L-CEAY BASE 1 I P~~QL J I R EET SEC710N W~WEDGE ASPH CURB
' ~N~~.IDRrosL,~„„?~R„~q~,NA RAP CREEK CROSSING ~s?NS P.~„~ ~~E ~R U.PURC N,rs. an eRlmtiG un eaxes. wNnclE xwc nNO cootes NTS_
RC. S14L1 BE POJ?SR? I" pgq~E gISTNC G0.10E In ARE0.5 iC BE OVERWD W Mf RRURE. U
CONTRnCfOP GWyi cayKUi IXIS. PA l STR4GIn nN0 1RU~ PalgV i0 REWNNf ASPKeLi FCA VNItAgi ScIVFA INSiWLpnON z
TYPE ° H° PAVEMENT PATCH DET NpTE FIRL „roRANT AIL HUE.LEF L0. (MODEL CErv TUFIpW, a av
(STREETS TO BE OVERLAID BY OTHERS1 - ~RE"Ne?r vaLVENawxncIDRTNe caaooEL anal / ~ ~T ANCRILAN VALVE WYpRAHT (Mp OEL MARK iUFIpNa r_, ^ Q URING CB.(MODEL K]OB) MA,4 Vi (Mp OEL MARK~3), lam'
6,) ~ ~ oa AwROVeo EauAn 'X` F J C ~ ~ Z
I~ l NW FBI C
SEE I 7 NpiF b2 i
Q p I~SEE VALVE ?CiFLL m l SNAG BIX N W`AIN'T _ CONC. CURB 6 GLITTER r SEE VALVE UE*ALL
T()p %D ?E FLUS„ vi T IkESi n ? TIGH ~ Q II T ASPHALT PAVM'L, PIxfSH GRAOC ANp ~ I ]i d' r I I/2' B?L~ -y('ij' '.EF1 C%POSFJ 1 2' aPSaEA I = Z W ASPHALT PAVM'I, ~ 1 Z FA,V
,~+AISEO LETTERS ~ ~ ~+~CRm _ ~ M VgLeE COVER 49•~ ~ E BDLT AN? vaS~R SHEET ~ p A ? = .,PHALI SEC LIRE vIR 6' i .-D+ E PR 1 ~ -I K, BY PAV C ECi E? 6 L ~ FIICNi Ii, ON_ vlTx pISW_aif~YV Tp ~ ~ ~ yI ~M COLLAR (3000 PS1 TYP) lV 2 _ ~ 2 I 6' ig. BY 6' LONG ~1 ~M COLLAR (3000 PS1 iYP) j()( ,qE~ W O
' PREVEIfI ,fgpUNOW6 = -_r~ VALVE BO m ~I~ 0.osEe -pAlmeo eanr cA T Nhg~_I~ V~ SS l- iiy.- i)`+MENEVEF > M~Lpph'i iS SEl IN SAIL iHAr IS GCkVtOL`J'. DRA~N<EZ SugLL BE akCV IJE9 Ai iNE BASE OE :HE Hv ORANi BY P~4CING ~ ~ pJ gRI~ VAIER Ha1N _OARSE 6RA VES OR i.RUSNEO SiONC NIkEO WITH SANp FPOM y
LDSEAELE vA~VE e'Ok _ IRON ME~AE (IUn 3/I 6' INICNNES57 W AlL9~ li I~j-"^'yolf ~ I p1~~RICK ~'SLL' irPP'J II ~ I e d AC 6' GATE vAL `12' pF vIRE VALVC BOSQ a' SEE CNAFi g THE AOi iGU {Lj m ~ iRENGM iD Ai LEq$i 6 INCHES ABOVE ~i NLiiF q4 iME WASTE OPENMS IN iY.C HvpRANi AN? f0 A plS iAryEE OF ~4 ~j - rJ.4 g S f09 fpSi ARO N , ELBOV. ~ f
ALAB.IHP PIPE rp I _ - 1 x 3 !I a~ Pn rv v ANUTa ET?RSNG Co. - - - xE Ti o. o~ c ne :~eRr.+ rnLOHeIA 1 ones. ~ ~ ~ _ y o. P. [LU s wL.,n ~n - , ~ ~ EC HRI E~ 5~_]CVpE~a.. AHENEq R 9~t}M 1S SEi iN SAY GR OTHER ,NPERVIOUS f _ 9RA d. 2 FCCi IN OiAMETER Ak0 3 EEET pEEc ~ _ LL d( 'C ' ' gEEOV EACn Ny?RANi ANp fILLEO COM- ~y }
1 ~ oR NPeosc. EOL -C{}- =~-.Ir~~ Hein raaFeH u1RE ll illi~-- - _ _ ~I= `6 f I IE ~ ° 01 PP fC AciE Vu Un'~Rp GRAVEL OR [kI1SHED S.OM Mf%EU Vi'4 ~ = NO AROUN? IHE E~BOV pf' iFIE HYpRANi O - - ' ~ { 1I_ - ANO 5IIJLHEt A~VE *HE vASiC OVENING.
NeUSE ';9 41 ~ RI P oA LNG ALVE CLW LptP ~I ~~1 ~ VI'lIN- VV Ilfl ~ 3 i' !'GUPL [IJG VL,' 4 VPS.'~CR _ ~ _WAL b1f11~ ~tY=1 -~Ic/H~Tt~T= ~91~ HY?RAN'S ZFKSMVE STAN?AR?ME4yANICa. JOWi SpN L -i~~m~ _ ~'E i;Oh 'R 3~,k :.NC Sc'GSi CC1iNE(i1DkS Ac aoPA2d~^ 13 i'!'GUPI. [IJG NL,'4 VAS.'~CR - ~ ~y 'L.1. TEE i ALL NA ~rt;A~. MJS-_OM1fCRM pV.C SP"` r -
_ I ---11 ~ VP27E5 ~ 1 / r. ~i y` L_ I i? t~IF .rAiRJS. {E M:NH~ {,R, iiN VAGIES v1iMHE S]ZE 'v: THE VArtk
Nell va It tlOZ SHALL WSi ?kANSH; SEE ^q.~ _ ~ - _ C-?~, ~v, t. TRpTTIC ~DgpINGS TC THE Vn~ vE 16 AIN AS ~ _JN M'.:+E CHPRr -_1_L-._ BE,OV. ~ r ~a,E4 Nn;o ; f'rl ZZw'
FIRE HYDRANT & VALVE YOFA.~ YDRANT & VALVE INSTALLATION ~ w~a~
GATE VALVE AND BMX - uu- -
SCn~E-- AS 3BOwN
BOOK Na
S'dEET nor as