20011735 Ver 1_COMPLETE FILE_20011126

20000803
R/W 01 1735
?
.. ?W ---- - ----W- ----,W WATERLINE
_-_w_?? -W-----
SD010010
-? BRIDGE OR CULVERT(S)
R/W PLAN VIEW
SILT FENCE
CLASS I RIP-RAP
DITCH, CREEK
CARRIER PIPE OR RIVER
SECTION VIEW
CLASS I RIP-RAP
B' MINIMUM
MINIMUM ACCEPTABLE
RIP-RAP DEPTH TO BE
1 1/2 TIMES MAXIMUM
LARGEST STONE SIZE.
FILTER FABRIC TO BE PLACED
UNDER ALL RIP-RAP.
THE CONTRACTOR AT A MINIMUM SHALL INSTALL AND MAINTAIN
THE FOLLOWING SEDIMENTATION AND EROSION CONTROL MEASURE AT ALL
DITCH, CREEK AND RIVER CROSSINGS:
1. ALL LAND DISTURBED AREAS ON THE BANKS AND APPROACHES
TO DITCH, CREEK OR RIVER CROSSINGS SHALL BE GRADED NOT
TO EXCEED 2:1 RATIO IF POSSIBLE. SURFACE WATER SHALL BE
DIVERTED FROM LAND DISTURBED AREAS IF POSSIBLE.
2. IN AREAS OF CONCENTRATED RUNOFF PREVENTATIVE MEASURES
TO INCLUDE BUT NOT LIMITED TO SILT FENCES, RIP-RAP, SLOPE
DRAINAGE, OR A COMBINATION THEREOF SHALL BE INSTALLED THE
SAME DAY CROSSINGS ARE CONSTRUCTED. SILT FENCES SHALL
BE INSTALLED ON THE LOW SIDE OR AT THE TOE OF ALL LAND
DISTURBED AREAS TO PREVENT SEDIMENTATION FROM ENTERING
THE WATERWAY.
3. ALL LAND DISTURBED AREAS ON THE BANKS AND APPROACHES
TO DITCH, STREAM OR CREEK CROSSINGS SHALL BE FERTILIZED,
LIMED, SEEDED AND MULCHED WITHIN TWENTY-FOUR (24) HOURS.
r ?
SILT FENCE
EROSION & SEDIMENTATION CONTROL FOR I A
DITCH, CREEK OR RIVER CROSSINGS INSTALLED BY OPEN CUT
O? W A T ?RpG
r
? -i
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
December 6, 2001
DWQ # 01-1735
Duplin County
Arliss Albertson, Chairman
Duplin County Board of Commissioners
PO Box 910
Kenansville, NC 28349
APPROVAL of 401 Water Quality Certification
Dear Mr. Albertson:
You have our approval, in accordance with the attached conditions, to impact waters of the state for the purpose of
constructing the 1999 Clean Water Project for Water System Improvements, County Water District D in Duplin County, as
described in your application materials received by the Divis;on of Water Quality on November 26, 2001. After reviewing
your application, we have decided that this work is covered by General Water Quality Certification Number 3288, which can
be downloaded from our web site at http://h2o.enr.state.nc.us/ncwetla,,ids. This Certification allows you to use Nationwide
Permit Number 12 when the US Army Corps of Engineers (USACE) 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,
Non-Discharge, State Stormwater and Water Supply Watershed regulations. Also this approval will expire when the
accompanying 404 permit expires unless otherwise spec Aed 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 in writing and you may be rewired to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of doe Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland f fis 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 cer:ification, 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 h=aring, send a written petition which conforms to
Chapter 1508 of the North Carolina General Statutes to t* Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27611-6714. This certification and its Boris are firial and binding unless you ask for a hearing.
This letter completes the review of the Division of WaW Quafity under Section 401 of the Clean Water Act. Please use
the updated Pre-Construction Notification application avaaj-d2ble on the website noted above for all future applications. If you
have any questions, please telephone Joanne SteenhtAs the Wihungton Regional Office at 910-395-3900 or Danny Smith
at 919-733-1786.
Sincerely,
J
Gregory J. rpe, PhD
Acing Director
Attachment
cc: USACE Wilmington Regulatory Field Off-ice
Wilmington DWQ Regional Office
File Copy 01-1735
Central Files
Joseph McKemey; McDavid Associated, Inc.; 120 H L4ain Street, PO Drawer 49, Farmville, NC 27828
NM NR
N. C. Division of Water Quality 1617 Mail Service Center Faiew h. NC Z7- ' 1617 [phone] Customer Service
1 800 623-7748

FILE COPY
0 11735
DWQ ID:
CORPS ACTION ID:

NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #)
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE: r"'^ ISSUED
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFCATION
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 MUST BE SENT TO THE NC DIVISION OF WATER
QUALITY. ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD,
RALEIGH, NC 27607. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: Duplin County
2. MAILING ADDRESS: P. 0. Box 910
SUBDIVISION NAME
CI'T'Y: Kenansville
STATE: NC ZIP CODE: 28349
PROJECT LOCATION ADDRESS, INCLUDING 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:
Albert V. Lewis, Jr., P.E. McDavid Associates, Inc.
P.O. Drawer 49, Farmville NC 27829
[phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Duplin - NEAREST TOWN: Rose Hill

SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.)
(See Index Sheet)
6. IMPACTED OR NEAREST STREAMIRIVER: North East Cape Fear
RIVER BASIN: Cape Fear
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURSE 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 E VIRON=AL CONCERN (AEC)? YES ( ) NO ( X )
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?
N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ( ) NO ( X ) IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS
PERMIT'AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION): N/A
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES ( ) NO (X ) IF YES, DESCRIBE ANTICIPATED WORK:
N/A
9a. ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: N/A
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
N/A
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
7
FILLING. 0.00 EXCAVATION: Less than 1.-0 acre
FLOODING: 0.00 OTHER : 0.00
DRAINAGE :
0.00
TOTAL ACRES TO BE INITACTED Less than 1.0 acre
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
r
LENGTH BEFORE: N/A FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): See 8P x 11" Plans FT
Plans
AVERAGE DEPTH BEFORE: See 8P x 11" ? FT AFTER, Same as before FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: COONSTRUCTION OF A DAM/FLOODING:
OTHER:
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. DISCTIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
. EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
Water lines will be placed 4' below the bottom of channel with the use
of a horizontal directional drilling machine or excavator.
13. PURPOSE OF PROPOSED WORK: Water line extensions are to provide potable
water supply to rural residents.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MIlVIMIZE WETLAND IMPACTS)
Water line extensions are necessary to provide potable water supply to
rural residents.
Erosion control measures will be installed (Rip Rap, gravel filters and
check dams, etc.) to minimize sediments from entering streams.
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERIVE REGARDING THE PRESENCE OF ANY FEDERALY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR
CRITICAL HABITAT IN THE PERMF AI?EA THAW MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: °t equire
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED
Not Required
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES (X ) NO ( ) (IF NO, GO TO 16) _
a. IF YES, DOES THE PROJECT REQUIRE PREPERATION OF AN ENVIRONMENTAL
DOCUMENT PURUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ( ) . NO ( X )
b. IF YES, HAS THE DOCUMENT BEEN REFIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ( ) NO (X )
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATIONFROM THE STATE
CLEARINGHOUSE 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].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF 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 STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET
OF 1 INCH EQUALS 100 FEET OF THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED
BY PRODUCT.
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 PROPOERTY?
DOT Right-of-Ways, Woodslands and Agricultural
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
N/A
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WTLANDS OR WATERS OF THE US 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 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
Arliss Albertson
Chairman, Board of Commissioners
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
ac2w
12odh2aZu DATE
-L4
?
INC. kL
i
NC Department of Environment
and Natural Resources
Division of Water Quality
P.O. Box 29535
Raleigh, NC 27626
ATTN: John Dorney
Dear Mr. Dorney:
November 13, 2001
011735
GOLDSBORO OFFICE
[phone] • Fax [phone]
109 E. Walnut Street • P.O. Box 1776
Goldsboro, NC 27533

SUBJECT: Nationwide Permit Request
Contract No. 40 - Water Distribution
and Booster Pump Station
1999 Cleanwater Project For Water
System Improvements
County Water District D
Duplin County
In reference to the subject project, please find enclosed the following:
1. One (1) set of plans consisting of forty seven (47) pages dated April 6, 2000 (MAI
D-789 Red) which shows Ditch, Creek and River Crossings on the following pages:
4-8, 10, 14-16, 21, 23, 25, 26, 28-32.
2. One (1) set of the following plan excerpts:
McDAVIDAsSOCUTES, INC.
Engineers • Planners • Land Surveyors
CORPORATE OFFICE
[phone] • Fax [phone]
120 N. Main Street • P.O. Drawer 49
Fannville, NC 27828
a. Standard Drawings SD 044012, SD 044040, and SD 044020 which shows a
typical Creek Crossing, plan and section views.
b. Standard Drawings SD 070010 and SD 070020 which shows erosion and
sedimentation control measures for a typical Creek Crossing, plan and
section views.
3. Seven (7) copies of permit application forms executed by the Owner.
4. Copy of letter to US Army Corps of Engineers.
Water lines constructed across creeks shall have minimum bury depth of 6 feet. We are not
aware of any wetlands that will be affected by this project.
PAYMENT
DO1 1 RECEIVED ( 11181 3
DCWD C W D-D-99-C W P-DEM-401-PERM IT-REQ.I,TR;4
Please find enclosed MAI Check No. 15326 in the amount of $200.00 for Nationwide DWQ
401 Permit. Request DWQ 401 Permit or permit waiver at your earliest convenience.
Please advise if I may further assist.
Sincerely,
McDAVID ASSOCIATES, INC.
Joseph W. McKemey .I.
Farmville Office
JWM:Iba
Enclosures
cc: Judy Brown (w/permit form)
Robbie Hatcher
D405J WMO 1
DC WD-D-99-C WP-DEM-401-PERMIT-REQ. LTR;4
?NC
8am
C
011113
McDAVIDAssoCUTES, INC.
INC. Engineers • Planners • Land Surveyors
CORPORATE OFFICE GOLDSBORO OFFICE
[phone] • Fax [phone] [phone] • Fax [phone]
120 N. Main Street • P.O. Drawer 49 109 E. Walnut Street • P.O. Box 1776
Farmville, NC 27929 Goldsboro, NC 27533
November 13, 2001
US Army Corps of Engineers
Wilmington Regulatory Field Office
P.O. Box 1890
Wilmington, NC 28402-1890
0
13?

ATTN: Mickey Sugg
Dear Mr. Sugg:
SUBJECT: Nationwide Permit Request
Contract No. 40 - Water Distribution
and Booster Pump Station
1999 Clean Water Project for Water System
Improvements
County Water District D
Duplin County
In reference to the subject project, please find enclosed the following:
1. One set of plans consisting of forty-seven (47) pages, dated April 6, 2000 (MAI D-
789 Red) which shows Ditch, Creek and River Crossings on the following pages: 4-
8, 10, 14-16, 21, 23, 25, 26, 28-32.
2. One (1) set of the following Plan excerpts:
Standard Drawing SD 044012, SD 044040, and SD 044020 which shows a
typical Creek Crossing, plan and section views.
b. Standard Drawings SD 070010 and SD 070020 which shows erosion and
sedimentation control measures for a typical Creek Crossing, plan and
section views.
3. Two (2) copies of the permit application forms executed by the Owner.
D405JWMOI 1 9:34am
DCWD-D-99-CWP-NATIONWD-PRNT-COE.LTR;3 011113
Request Nationwide Permit or permit waiver at your earliest convenience. Please advise if
we may further assist.
Sincerely,
McDAVID ASSOCIATES, INC.
Joseph W. McKemey, E.I.
Farmville Office
JWM:Iba
Enclosures
cc: Judy Brown
Robbie Hatcher
John Dorney
D405JWMOI
DC WD-D-99-C WP-NATION WD-PRNT-COE. LTR; 3
1Z Mil)
I
C. 4am
011113
.r
20000803
R/W
SD044012
?W W.M, WATER LINE
T- oe W
BRIDGE OR CULVERT(S)
R/W PLAN VIEW
10 R lb
CREEK
OR
RIVER
V MINIMUM
PVC. SDR 21. 200 PSI
WATER LINE PIPE SLEEVE. DI WITH
PVC TRANSITION GASKET
DIP. CLASS 350
BALL JOINT WATER LINE
SECTION VIEW BAIL JOINT
TYPICAL CREEK OR RIVER CROSSING FOR WATER LINES
GREATER THAN 4 INCHES IN DIAMETER INSTALLED BY OPEN CUT
j
20000803
j . ., . '. .. ?7/7//

TRENCH WIDTH -

I
TRENCH I
= WALL I
z I I UTILITY LINE
uo I (DIAMETER VARIES)
ANTI-SEEP COLLAR
CLASS B CONCRETE
OR COMPACTED CLAY
I WITH TRANSMISSIVITY

r NOT TO EXCEED
1 X 10-5 CM/SEC
6" INCHES iv EMBED COLLAR 6" INCHES
BEYOND TRENCH WALL
SECTION
6" INCHI
ELM
ES
ANTI-SEEP COLLAR
CLASS B CONCRETE
OR COMPACTED CLAY
WITH TRANSMISSIVITY
NOT TO EXCEED
1 X 10-5 CM/SEC
S0044040
CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 12 REQUIREMENTS
1. AN ANTI-SEEP COLLAR SHALL BE PLACED AT THE DOWNSTREAM (UTILITY UNE GRADIENT) WETLAND BOUNDARY
AND EVERY 150 FEET UP THE GRADIENT UNTIL THE UTILTY EXITS THE WETLAND FOR BURIED UTILITY LINES.
2. WETLAND CROSSINGS THAT ARE DIRECTIONALLY DRILLED, AND PERPENDICULAR WETLAND CROSSINGS THAT ARE
OPEN CUT AND LESS THAN 150' FEET LONG DO NOT REQUIRE ANTI-SEEP COLLARS.
3. CLASS B CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS:
A. MINIMUM CEMENT CONTENT, SACKS
PER CUBIC YARD WITH ROUNDED
COARSE AGGREGATE 5.0
B. MINIMUM CEMENT CONTENT, SACKS
PER CUBIC YARD WITH ANGULAR
COARSE AGGREGATE 5.5
C. MAXIMUM WATER-CEMENT RATIO
GALLONS PER SACK 6.8
D. SLUMP RANGE 2" TO 4"
E. MINIMUM STRENGTH - 28 DAY PSI 2.500
ANTI-SEEP COLLAR FOR WATER LINES
INSTALLED BY OPEN CUT ACROSS WETLANDS
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o p,\`~ ESS/ J~.`X\ POR ~~',F PLAN APPROVAL I CERTIFY THAT THESE PLANS WERE PREPARED UNDER , ~;bF ;9 , ; Q; p~ '9~.;~' , . 3 0 ~
Q MY SUPERVISION AND DIRECTION AND ARE CORRECT TO = a=p .2= - - SEAL THE BEST OF MY KNOWLEDGE AND BELIEF. - - V
° = 43 = = 1972 - '
m ,,9 ,1 E~,\ ,.7~. y/~~A,,/ G ROB81E HATCHER o ~ 1 z
,,,1111,\`,1\~ A 1,1111\\ . 117 V, /,~IM~ I~~~~ WATER SYSTEM SUPERVISOR ' a i ~ t- _
_ AAII ~ VIE ll I E -
0 ~~~~?nnli~~~~~~~~nnu~~~~~' DUPLIN COUNIr
l ALBERT V. LEWIS, JR, P.E. N.C. REG. NO. 5543 m
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VDU PIIN 33 Is 0 .e ~ ~ ,~;•;y..~ - - - EXISTING WATER UNE
~ - SAMPSON ~ ::r:• ~i?~ PROPOSED WATER LINE
- ; ~ 1.0 - - ~l5 FH
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t,~~lt! ~"~~~i~l REVISION S
a~a N ~aR P'~,...,.., G
1 - 0~ ~g$~' I 6/08/00 D.O.T: REOIMREMENTS AFFECTING PAGES . . F
- 2 24 6
i' 5543
-

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I~ a. ISTRICT D NTY WATER D COU
y i - AND BOOSTER PUMP STATION CONTRACT N0.40 WATER DISTRIBUTION
~ ~ 1999 Clean Water Project For Water System Improvements T
'r- r
DUPUN COUNTY. NORTH CAROLINA
t ~ F Z
IL A SEAL
m ~i'•, 1072 f .
a McDAVID ASSOCIATES INC.
LL Engineers . Planners. Land Surveyors
u q NNW INC. Formville N.C. • Goldsboro' N.C.
c c
KWB/RS ALE NTS DATE APRIL 6.2000 SHEET 2 OF 47 DWG. BY PC
m m O D - 789 RED
i

E. Water 15. Blocking of water lines. I her roads shall be o en cut unless PLANS specifically require a drybore. 31. For individual water services which require crossing a railroad, the 21. AI of P PLANS may not show all roads requiring open cut. All associated cost for CONTRACTOR shall install the services to a point one l1? foot beyond the
GENERAL CONSTRUCTION NOTES sawing, breaking, removing, disposing and replacing pavement shall be included railroad right-of-way on the user side of the railroad. For signups received prior .trained
Du lin County Water Department A. Provide concrete thrust blocking, rodding, gripping ring systems, restrained p in the UNIT PRICE of the pipe. The CONTRACTOR shall make his own prebid to the issuance of NOTICE TO PROCEED, the OWNER shall make application to roent of
P.O. Box 955 loints, or other means approved by the ENGINEER to prevent movement of 1. Legend of abbreviations used in plans: Kenansville, NC 28349-0955 pipe, fittings, valves, and hydrants due to internal pressures resulting from field determination of the quantity of BREAK, REMOVE, AND REPLACE the Railroad for permission to install the service line under the railroad. Upon ng from
ATTN: Robbie Hatcher hydrostatic testing and system operation. EXISTING PAVEMENTS and shall include the associated cost within the UNIT receipt of the Railroad permit to install the service line, the CONTRACTOR shall PRICE of pipe. install the services for the UNIT PRICES stated within the BID SCHEDULE. The
A. WDC =Distribution system CONTRACTOR. [phone] (Office -Robbie Hatcher? OWNER shall be responsible for the cost assoaated w;th filing the permit, the ements lump sum permit fee, and the Railroad Protective Liability insurance for each
[phone] (Mobile -Robbie Hatcher) B. Blocking, rodding, gripping ring system, and restrained joint requirements B. EST =Elevated storage tank CONTRACTOR, described in the following paragraphs represent minimum requirements. ;ments. TRACTOR shall obtain ermission from respective property owners prior to crossing. For any signups received after the NOTICE TO PROCEED the OWNER
(9101 296.7165 (Mobile -Dennis Williams) omplish 22. ,CON P service.
(9101 296-2150 IEmergency) Adequate blocking and joint restraint necessaryto successfully accomplish C. WC =Well CONTRACTOR. hydrostatic testing shall be provided in all cases. No additional payment encroaching on private properties for construction purposes including, but not shall be responsible for installat;on of the ayment
F. Locator Service shall be made for blocking, rodding, gripping ring systems and joint restraint estraint limited to, bore pits for drybores.
D. W with Solid Line =Proposed Water Line, provided over and above that required in this section. 32. Interruption of service. ~
N. C. One Call Center E. W with Dashed Line =Existing Water Line. 800-632-4949 C. Provide concrete thrust blocking as follows: 23. With respect to water main installation under existing facilities, i.e., storm Z 0 drainage, gas mains, etc., water main joints shall not be installed within eight A. Detachments or tie-ins. 5
(8) feet of the existing facility. Water main shall be centered on existing w
F. V =Valve. 1. At all fittings except vertical down fittings. facility. Water mains to be installed under existing facilities shall be installed 1. CONTRACTOR shall notify OWNER, all affected users, and the ~
5. CONTRACTOR shall contact the N.C. Department of Transportation ID.O.T.) 2. At all hydrants. G. SS with Solid Line =Proposed Sanitary Sewer. riot to an work within D.O.T, ri ht-of-wa s. by uncased drybore when possible. The existing facility, i.e., storm drainage, ~ ENGINEER poor to interruption of service.
P Y 9 Y gas main, etc., shall not be disturbed. Payment for uncased drybores shall be included in the UNIT PRICE of the pipe. 2. If interruption of service will last greater than two (2) hours, the
H. SS with Dashed Line =Existing Sanitary Sewer. A. DOT District En ineer for Du lin Count D. Provide thrust rodding in addition to concrete thrust blocking as follows: 9 p Y follows: CONTRACTOR shall pre-schedule the work with OWNER at a mutually F
Where uncased bores are not possible or where during installation the bedding agreeable time that would impose a minimum inconvenience on the a the first i tin storm drain is disturbed, the followin action is required: affected users. N
I. MH =Manhole. 1. At the ends of steel casings, between the steel casing and the first Karen Fussell beneath the ex s g 9 W ten 1 0
, 220 North Boulevard fitting on the pipe line exiting the casing if the fitting is within ten (10) J. ST with Solid Line =Proposed Storm Sewer. Clinton, NC 28328 feet of the end of the casing. Where a valve is located between the Teen the A. The existing storm drain shall be removed and q57 stone bedding shall be B. Service change over.
1910) 592-6174 end of the casing and the fitting, thrust rodding shall be carried through through used between the proposed water line and the centerline of the storm drain,
K. ST with Dashed Line =Existing Storm Sewer. the valve. 1. CONTRACTOR shall notify the affected user prior to interruption of a or o
L. CB =Catch Basin. 6. Prior to water line construction within any area where road construction is in 2. Whore specifically shown on the PLANS. service.
B. The existing storm drain shall be supported in place and flowable fill cement rout? shall be used as bedding between the water line and the 2. Maximum time a user should be out of service for tie-ins of new z
M. DI =Drop Inlet or Ductile Iron. progress by a D.O.T. contractor, the water line contractor shall coordinate the E. Provide ri ing rings in addition to concrete thrust blocking as follows: installation of the proposed water line with the D.O.T. contractor and the g PP follows: ( g centerline of the storm drain. service shall be thirty 130) minutes.
N. JB =Junction Box. D.O.T. inspector to insure that the water line is installed in a manner to avoid 1. At all mechanical 'oint fittings with a nominal size larger than ier than
conflicts with the D.O.T. construction and to provide all specified bury depths ~ The cost of bedding, storm drain removal, replacement, #57 stone, flowable fill, 33. Water containing chlorine residual shall not be discharged within one thousand
and clearances. twelve (121 inches. etc. shall be included in the UNIT PRICE of the pipe. 11000) feetof surface waters. Flush water containing chlorine residual shall be
2. Each BIDDER is responsible for inspecting the site and for reading and being 2. At all vertical up fittings. dischar ed into diked ditches and contained until no chlorine residual remains. Z 2 ~
thoroughly familiar with th? CONTRACT DOCUMENTS. The failure or omission 7, Construction zones and approaches to construction zones shall be signed and ' of any BIDDER to do any of the foregoing shall in no way relieve any BIDDER marked in accordance with the following: 3. Where specifically shown on the PLANS. . g ~ m`~°r`ni 24. CONTRACTOR shall install water mom without casing over storm sewer drams ~ ~ w ~ ~ ~ ~
from any obligation in respect to his BID. u t round cover. If round cover is ~ c ~ N n N h and culverts only if there is adeq a e g 9 34. Not more than ten (10) miles of water main shall be installed prior to testing, m ~ ~ ~ ~
" F. Provide either thrust rodding or gripping rings in addition to concrete thrust inadequate, CONTRACTOR shall normally install main under culvert or around W ~ o s x z ~ to thrust f culvert with exce lions: disinfecting and placing of said water main into service. = 3 m o °i endo p • zN •oai~
BIDDERS shall careful( examine and investi ate the site of the WORK, includin A. Manual on Uniform Traffic Control Devices for Streets and Highways", blockin as follows: Y 9 g latest revision by U.S. Department of Transportation, Federal Highway g Q ~o.a
subsurfaces soil and groundwater conditions, the PLANS, and the CONTRACT Administration. DOCUMENTS. Submission of a BID shall be conclusive evidence that the 1. Where bends are within ten (101 feet of tees, crosses, or tapping Installin the main around the end of the culvert is forbidden at CAMA ~ w a ~ L E tapping A• g 35. Daily Cleanup and Maintenance of Ingress and Egress L m o o ~ ~
BIDDER has investigated, knows, and is satisfied as to the conditions to be B, "North Carolina Construction and Maintenance Operations Supplement to sleeves and valves. crossings if the PLANS show the main to be installed over or under culvert. ~ ~ 0 ~ a~
encountered; the quantities of pavements to be removed and replaced; the the Manual on Uniform Traffic Control Devices far Streets and Highways", LANS show main to be installed over the storm drain with casin . A. The PROJECT area includes residential, commercial, and industrial ~ ~
character, quality, and scope of WORK to be performed; the quantities of 2. On hydrant legs, from the main line tea to the hydrant including all latest revision by Division of Highways, N.C. Department of Transportation. Odin all ~ g B. The P g neighborhoods requiring continuous ingress and egress facilities. The d u lion methods includin
materials to be furnished; and the requirements of the PLANS and CONTRACT valves, fittings, and pipe. DOCUMENTS, and that the BIDDER has included all associated costs for the C. "North Carolina Highway Marking Manual and Supplement to the Manual Incases where existing conditions make it difficult or impossible to install main CONTRACTOR shall utilize any and all constr c 9 a to maintain in ress and a ress to all Q •
WORK within the prices shown in the BID. on Uniform Traffic Control Devices for Streets and Highways", latest 3. Where specifically shown on the PLANS. under culvert or around end of culvert, upon approval by both field ENGINEER incidental stone, as necess ry g g D.O.T. en ineer CONTRACTOR ma install main throw h steel casin properties at all times during the construction period except during the time N
3. The OWNER is responsible for obtaining the following PERMITS or approvals revision by Division of Highways, N.C. Department of Transportation. G. Provide thrust roddin and ri in tin s In addition to concrete thrust and NC g Y 9 9 over culvert. Price of casing shall be included in the UNIT PRICE of the pipe, period requred for excavation, pipelaying, and backfilling. ro
associated with this PROJECT: g g PP g g :e thrust ~ ~ c B. All excavation, pipelaying, and backfilling activities shall be completed not Q 'rn
8. For utilities, storm drainage and other facilities shown on the PLANS, the blocking as follows: later than 5:00 p.m. each work day. Incidental stone, grading, provisions w
A. Public Water Supply Permit locations are approximate. PLANS do not show all existing utilities, storm 1. At the base of elevated storage tanks, between the riser base bend and drainage and other facilities within the construction area of the proposed the inlet pipe valve. ;end and 25. With respect to a ditch, stream or creek crossing, water main shall be installed ' um de th of four 4 feet vertical) below the dee est ortion of the fortemporarydrainage, andcleanup aftereachday'sconstructionactivities U w ~ N a minim p 11 Y P P shall be coin leted immediately following completion of excavation, ~ m N N E
B. Land Quality Section Erosion Control Permit project. Existing underground utilities within the construction area include, but all from the ri ht-of-wa . P ~ ~ ditch, stream or creek bed and four 14) feet horizont y g y ; rn m M
are not necessarily limited to: water lines, sewer service lines, natural gas lines, 2. At all mechanical joint bends with a nominal size larger than Backfill shall not be laced within stream or creek crossings. pipelaying, and backfilling operations each day. The CONTRACTOR shall w rn ~ N ^ ~ der than P ~ not leave or abandon the work site until all daily cleanup, provisions for 0 ~ v
C. Department of Transportation Encroachment Agreement telephone cables (including fiber optic cables), CATV cables and electric cables. twelve (121 inches where bends are within ten (1 ~ feet of tees, wm~z~~ of tees, temporary drainage, and provisions for convenient ingress and egress have ~ ~ o - vv
The CONTRACTOR shall make his own prebid field determination and crosses, or tapping sleeves and valves. been coin leted. ~ ~ " 26. CONTRACTOR shall not install pipe within seven (7) feet of exposed side of P a z p o
D. Department of Transportation Driveway Permits investigation regarding the existence and location of all utilities, storm drainage and other facilities. There shall be no additional payment to the CONTRACTOR 3. Where specifically shown on the PLANS. retaining walls and wing walls of bridges and culverts. ~ ~ o a ~ a E
The CONTRACTOR shall be responsible for all expenses incurred associated ~ for casts associated wRh locating and or relocating existing utilities; temporary C. Maintenance of all disturbed areas shall be provided on a daily basis as ~ o ~ ~ required to provide drainage and convenient ingress and egress to all Z F LL
with WORK required to comply with provisions of the above Permits or or permanent relocations of existing utilities necessary to accomplish proposed H. Provide ripping rings as follows:
corrective actions necessary to achieve compliance with provisions of the above construction activities; holding existing utilities out of the way of construction g 27. Relation of water mains to sewers. properties, minimize threats for injuries associated with vehicular andlor pedestrian traffic, and maintain all unpaved areas in a manner acceptable
Permits to include CONTRACTOR'S expenses associated with any and all activities; measures required for the protection of existing utilities; removing and 1. At all valves with a nominal size larger than twelve 1121 inches. °o WORK stoppages required or directed by government agencies to obtain replacing existing utilities; end, repairing andlor replacing existing utilities ies. A. Lateral separation of sewers and water mains. far normal lawn care activities by adjoining residents an or property
° .compliance with Permit conditions or provisions of the CONTRACT damaged by the CONTRACTOR. The cost associated with accomplishing the 2. At all valves within twen 120) feet from the end of a line where e where owners.
~ DOCUMENTS. proposed work in the immediate vicinity of existing facilities and for the tY 1. Water mains shall be laid at least ten (10) feet laterally from existing sewers, unless local conditions or barriers prevent a ten (101 foot D. The CONTRACTOR shall initiate and continuously pursue until completion ~
~ rotection of existing facilities shall be included in the UNIT PRICE of the water future extensions are anticipated. P N distribution pipe. lateral separation. all specific cleanup, cleanup maintenance, andlor repairactivities requested '0 0 0
tact all utili coin anies riot to beginning work and 3. At all vertical down fittings. 4. CONTRACTOR shall con ty p P by the ENGINEER within four (4) hours of the ENGINEER's request. The ~ ~ ~
m shall fully coordinate and have all utilities flagged within the area of a. If a water main cannot be laid with a ten (10) foot lateral ENGINEER mayrequest such activities based upon hisobservations, citizen ~ >
construction. Known utilities within the project area and their respective 9. The CONTRACTOR shall be responsible and liable for any damages to existing 4. Whore specifically shown on the PLANS. t to sewer lines the water main shall be laid complaints, directions from regulatory agencies, and items brought to the ~ ~ ~ separation with respec , ' h the elevation of the bottom of the ENGINEER'S attention by others. L z z within a separate trench wit
p1 contacts are as follows: utilities, storm drainage, headwalls, and other facilities caused by the a CONTRACTOR or resulting from the CONTRACTOR'S work associated with I. Provide restrained joints for ductile iron pipe as follows: ' hteen 18 inches above the to of the a ~ o ~ water mom at least eig ( 1 p
~ A. Electrical accomplishing the project. The CONTRACTOR shall correct or replace those sewer.. E. Tha cost for providing temporary drainage, satisfactory ingress end egress, ~ ~ a
3 ~ utilities, storm drainage, headwalls, and other facilities damaged or destroyed 1. Where specifically shown on the PLANS andlor called far in the BID n the BID cleanup, and maintenance of disturbed areas shall be included within the w` ~ ~ ~ } ' rice for the WORK. No additional payment shall be provided for these ~ w w m m m
m ~ Carolina Power and Light Company during construction whether shown on the PLANS or not. Damage repair or SCHEDULE. B. Crossing a water main over a sewer. P activities. c w w o ° ~ ° ~ c~ ~ ~ ~ m ~
a ~ P.O. Box 2041 replacement of those facilities shall be included within the UNIT PRICE of the ~ Raleigh, NC 27602 water distribution pipe. J. Provide thrust rodding, gripping rings, andlor restrained joints as follows: i follows: 1. Whenever it is necessary for a water main to cross over a sewer, the
~ \ 52-2777 1-800-4 F. Failure b the CONTRACTOR to adequately provide and maintain o g g o~. ~ ~ water main shall be laid at such an elevation that the bottom of the Y satisfactory conditions for drainage andlor ingress and egress, correct > i- } ~ o ~ a
o ~ CONTRACTOR shall use reasonable care to protect existing drainage pipe 1. Where space limitations, poor soil, or disturbed soil will not permit of permit water main is at least eighteen (18) inches above the tap of the sewer, specific cleanup, cleanup maintenance, andlor repairactivities requested by o z z ~ ~ ° Q
° Carolina Power and Light Company before, during end after removal and replacement. Existing undamaged concrete thrust blocking. 711 South East Railroad Street drainage piping may be reused. Existing drainage piping damaged by the unless local conditions or barriers prevent an eighteen (181 inch vertical the ENGINEER may result in the employment by the OWNER of an outside 0 0 0 separation. If an eighteen 118) inch separation can not be achieved,
o Wallace, NC 28466 CONTRACTOR shall be replaced with new piping. Existing damaged drainage 2. Where future excavation, such as future tie-in to item being blocked, art to accom lish these activities. The OWNER may employ an outside ° ° ~ blocked, both the water main and sewer shall be constructed of ferrous P Y P
~ i in II be r laced with new i in if CONTRACTOR disturbs the axistin will render concrete thrust blocking ineffective. ~ (v ATTN: Paul Polinski P P 9 she ep p P 9 9 arty at any time the CONTRACTOR is not on the project site and o z z m materials and with joints that are equivalent to water main standards P e in ress a ress safet , ~ ~ °a
w ~ 1910) 285-1425 damaged piping. 0 3. Where required to ensure accessibikty for repairs. for a distance of ten (101 feet on each side of the point of crossing. unsatisfactory conditions exist regarding drainag , g g Y a a > > ~ or cleanup. ~ ° ° o
z Q Q Four County Electric Membership Corporation The CONTRACTOR shall replace all existing water service lines damaged or cut M C. Crossing of a water main under a sewer. w w ro
z ° P.O. Box 310 during construction of the PROJECT from the existing water main to the 4. Where specifically shown on the PLANS. H O G. Payment for all costs incurred by the OWNER relating to the employment ~ ~ ~ ~ o 0
~ Hwy 117 North existing meter stop with new 200 psi service line with no joints or splices. ' of an outside party shall be reimbursed to the OWNER on a monthly basis o a Z w ~ o 1. Whenever it is necessary for a water main to cross under a sewer, z ~ _
~ i Rose Hill, NC 28458 w ruc by the CONTRACTOR. Failure to reimburse the OWNER shall result in the w w w w a bath the water main and the se er shall be const led of ferrous ch wide OWNER deducting payment for these costs from payments to the o' w w o 0 1D
n - ATTN: Kim Maready I~Vanager) 16. CONTRACTOR shall install marking tape made of three 131 inch wide, o ~ (9101 289-4534 10. CONTRACTOR shall install all water mains on dirt roads a minimum of fifteen electromagnetic detectable, metallic material, which shall read "CAUTION: materials. and with joints equivalent to water main standards fora o ~ ~ z z a AUTION: CONTRACTOR. ~ ~ ~ distance of ten (101 feet on each ,side of the point of crossing. A ~ 3 o J ~ z ? a
~ ~ (9101259-2171 IEmergency} 115) feat from the centerline [generally fifteen (15) feet from RI1Nj unless noted BURIED WATER LINE BELOW". Install the tape above the pipe approximately iximately section of water main pipe shall be centered at the point of crossing. o ii ~ w w ,
a otherwise on PLANS, end shall insure that said line shall not be located under one 111 foot below the ground surface, for the entire length of all PVC water UC water H. The CONTRACTOR should expect these provisions relative to daily cleanup o a o a a and maintenance of ingress and egress to be strictly and rigorously Q a a a ~ ~ ~ o
~ -.0 w Four County Electric Membership Corporation future pavement. main installed. z w r P.O. Bax 667 enforced throughout the CONTRACT period. ~ ° ~ ~ a °
28. Deactivation and detachment of existing water mains.
o r Burgaw, NC 28425 3 ATTN: Jarrell Brown 11. CONTRACTOR shall install all water mains on paved roads a minimum of five 17. CONTRACTOR shall install water lines across all concrete or asphalt driveways Iriveways A. The detachment from OWNER'S water system of all existing lines being 36. Erosion and Sedimentation Control L,
} ~ 9-1855 15) feet from the ed a of the existin pavement unless noted otherwise on end all concrete or asphalt private roads by uncased drybore. INo casing 19101 25 9 9 to casing re laced by new water mains, the break, removal and replacement of 0 P irger than pavement caused by the detachment, and any fittings necessary to sever, A. Temporary
~ Tri County Electric Membership Corporation PLANS. Typically water lines shall be located fifteen (15) feet from centerline. required.) Bore hole diameter shall not be greater than one (1? inch larger than ~te roads. lu andlor sto an water leakage of the updated system shall be ~
° P.O. Bax 130 pipe outside diameter. PLANS do not show all driveways and private roads. ~ ~ The CONTRACTOR shall make his own abid field determination of the H Dudley, NC 28333 wa er ~ ~n of the P g' P Y ad d o minimize runoff. ~ included in the UNIT PRICE of the pipe. Included in the UNIT PRICE of the 1. All land disturbed areas shall be gr e t y
Q 12. Within controlled access highways, CONTRACTOR shall install all t mains quantity of bores under concrete or asphah driveways and under all concrete concrete pipe shall also be the removal of boxes from valves on abandoned lines and
a ATTN: Tony Grantham (Engineer( ° Z (9191735-2611 within five (51 feet of the controlled access fence. or asphalt private roads and shall include the associated cost within the UNIT the UNIT d a r ches to ditch stream O. C any asphalt replacement necessary due to the process. 2. All land disturbed areas on the banks an pp oa ~ d or creek crossings shall be graded not to exceed 2:1 ratio. Surface ~ E
~ 1-800-548-4869 (After Hours) PRICE of the pipe unless shown otherwlsa in the BID SCHEDUL . z v B. Water lines to be severed and plugged are shown on PLANS for water runoff shall be diverted from land disturbed areas. a d
° Janes Onslow Electric Membership Corporation 13. The PLANS illustrate the general location of proposed water lines. afar Ines i nce onl .These lines are shown based u on the ~ 0 CONTRACTOR'S conven e y p ~ `
z 0 - 259 Western Boulevard shall typically be installed a minimum of five 151 feet from the edge of pavement 18. In cases where the existing conditions make it difficult or impossible to bore ° e to bore best known evidence with respect to their size, location, and type of 3. Construct and maintain detention basins, silt traps, check dams and gads, the E" a
° Jacksonville, NC 28546 along State paved roads and a minimum of fifteen 1151 feet from the centerline concrete or asphalt driveways and concrete or asphalt private roe s, t e along dirt roads unless specifically noted otherwise on PLANS. In the event the CONTRACTOR with the permission of the ENGINEER shall be permitted to open material. CONTRACTOR shall predetermine and field verify the exact size, barriers. E .d to open in water lines as a licable to insure minimum V N
U 1910) 353-1940 U ~ CONTRACTOR installs the water line at a location other than five 151 feet from cut by sawing, breaking, removing, disposirp and replacing of all concrete or type, and location of exist g pp ~ Q ~ncrete or interruption of service. 4. Divert all runoff into ditches, detention basins or silt basins. [n ~ E
L N rrvv B. Gas the edge of pavement along paved roads, ar fifteen (15) feet from the centerline asphalt driveways and concrete or asphah private roads. Minimum pavement pavement W m ~
~ 11 of dirt roads, and trees, driveways, sidewalks, structures, headwalls, storm patch width shall be two 121 feet. If the CONTRACTOR'S open cut is within 0 is within 5. Not more than three hundred (300? feet of trench shall be opened in ~ ~ y 0 ' 'RACTOR 29. Tie-in of existin water main to new water main. advance of completed backfill. N ~ ~ !
~ drains, etc. are encountered at the now location, NO ADDITIONAL PAYMENT three (3) feet of an existing concrete pavement joint then the CONTRACTOR North Carolina Natural Gas ties to the g Z. Z y~ j
° ~ P.O. Box 909 shall be made for work associated with the installation of the water line at the shall be required to extend pavement removal apd replacement activities to the ° Fa etteville, NC 28302-0909 new location such as tree removal, break and replace pavements or structures, loint, PLANS do not show all driveways and pri4ate roads. Associated cost or d cost for ross or are in shall not remain o en after normal workin hours. Z 0 < ~ A. All existing water mains that are not to be abandoned that c 6. Trenches p 9 ~ Z ~
c Z Y 1-800-275-6264 headwalls, storm drains, etc. The CONTRACTOR shall be responsible for all BREAK, REMOVE, AND REPLACE EXISTING PAVEMENTS shall be included included the vicinity of a new main shall be tied into the new main. Payment for ~ 0 ~
i ~ costa associated with the installation of the proposed water line at locations within the UNIT PRICE of the pipe. ' d tie-in i e and sleeves shall be included within the 7. All land disturbed areas on the banks and approaches to ditch, stream tJ tie-ins and associate p p
~ U C. Cable TV other than five 151 feet from the edge of the pavements or fifteen (151 feet from ~ the centerline along dirt roads. UNIT PRICE of the pipe. or creek crossings shall be fertilized, limed, seeded and mulched within ~ W Isfactoril twent -four (24) hours of completion of any land disturbing activity. ~ ~ Y Y E- ~ m 0
19. CONTRACTOR shall utilize incidental stone to temporarily and satisfactorily ~ restore all driveways, private roads and drives to mail boxes to es good as or ° J Charter Communications (Falcon Cable Medial food as or B. Lines to belied-in are shown on PLANS for CONTRACTOR'S convenience (n Q ~ LL
m n/ better than o final condition within two (2) hours of disturbance. Q P.O. Box 46 rig ~turbance. nl . These lines are shown based u on the best known evidence with 8. All other land disturbed areas related to pipe installation shall be Z ~ a.. Y P ~ ~
° I.L Holly Ridge, NC 28445-0046 14. Water lines shall have minimum cover of three 131 feet in all directions when w CONTRACTOR shall maintain all driveways, private roads and mail box drives pox drives res act to their size location, and t pe of material. CONTRACTOR shall fertilized, limed, seeded and mulched within ten 1101 working days of 0 ~ P Y U N z s being as predetermine and field verify the exact size, type, and location of existing completion of any land disturbing activity. J Q 0
~ installed within twenty 1201 feet of the road centerline. If water lines are W 1-800-685-7814 until said drives are accepted by the OWNER and the ENGINEER as being as ~ installed in a ditch or ditch slopes or beyond twenty (20) feet from the road ate andlor water mains as applicable to Ensure minimum interruption of service. .
° good as or better than their original condition. All paved (concrete andlor a z f North Carolina centerline, minimum bury shall be increased to four 141 feet in all directions. 'v wa disturbed Burin construction shall have the pavement Benchmark (Genesis o 1 E of i e. asphalt) dri a ys 9 Seedin will not be done in areas to receive avement. ~ ~ pavement 8. 9 P W ` 0
° W Associated cost shall be included in UNIT PRIC p p ° replaced within twenty-one (211 days of disturbance. Associated cost o 21545 Ridgetop Circle . d cost of Z 0
° temporary repairs, makitenance andlor final pavement replacement shall e Sterling, VA 20166 r main. 10. Failure b the CONTRACTOR to adequately implement the erosion Z ~ it shall be 30. Existing water mains shall remain active until replaced by a new wale Y W = ~ ONTRACTOR'S ex ense ma be used to insure all control measures described in these PLANS and SPECIFICATIONS may 3
~ [phone] Water lines shall not be installed parallel with the road centerline within the i e ditches twent 20 to twen -four (24) included in UNIT PRICE of pipe. zone expected to accommodate futur Y I 1 t1r Temporary measures, et C p Y existing services remain active. result in the employment by the OWNER of an outside party to I
D. Telephone feet from the centerline. Water lines crossing this zone shall have a minimum accomplish these activities. ~ ~
of four 141 feet of cover in all directions. Maximum crossing length within this 20. CONTRACTOR shaA install water lines across D.O.T. maintained secondary secondary to the ~ ~
~ Sprint Telephone zone shall not be greater than fifty 150) feet. Associated cost shall be included roads and major hghways by cased drybore as shown on the PLANS. Drybore Dybore 11. Payment for all costs incurred by the OWNER relating V em to ment of en outside party shall be reimbursed to the OWNER an 0 e asphalt. P Y Z ~
a 1-B00-676-8080 in UNIT PRICE of the pipe. shall extend a mirwmum of five 151 feet beyond the edge of the asphalt. i Drybore quentidss for which payment shell be made will be based upon ;sad upon a monthly basis by the CONTRACTOR. Failure to reimburse the ~
~ Bell South termination of the casing no more than five 151 feet beyond the asphalt. OWNER shall result in the OWNER deducting payment for these costs p~ phalt. U ~
from oavments to the CONTRACTOR. ,r
Q 1-bUU-/0/-L-500 I for the
Payment shall not include extra drybore quantities ,installed or the Co Business Office Option 3 Repair Office - Option 5 cables or B. Permanent E'
I CONTRACTOR'S convenience, such as extending casing under cables or m O avoidance of cutting and removing lengths of casing beyond that required or aqwired for Z 0
1. Final grading, soil preparation, fertilizing, liming, seeding and mulching shall be completed in all land disturbed areas within thirty (30) working V
Q T U an acceptable installation. CC) days of completion of any land disturbing activity.
Z m
X OD [SHEET 3 OF 47
D - 789 RED
3 Q

I
I SIGN 1 DOGWOOD FARMS
C/0 OAK GROVE FARM ~ 622 OLD CAMP ROAD
\ R/W PROPOSED 380 LF CREEK CROSSING WITH 10" HDPE, IPS, SDR 9, 200 PSI WATER LINE INSTALLED
~ NCSR 1102 WARDS ROAD BY HORIZONTAL DIRECTIONAL DRILLING AND 8" DIP, CLASS 350 WATER LINE WITH GRIP RINGS INSTALLED BY OPEN CUT
R/W
ALTERNATE 240 LF CREEK CROSSING WITH 8" DUCTILE IRON PIPE,
PROPOSED A" PVC, SDR 21, 200 PSI WATER LINE CLASS 350 BALL JOINT WATER LINE
WITH RIP RAP ON SLOPES
~
~ ~ PROPOSED ~ I EA e" GATE VALVE B BOX T•z°
HAIRR ~ i EA B" 45~ BEND, DI 644 OLD CANP ROAD 23.60 TWO 60" CMP DRAIN, I': G/C
I EA 8" 22 2 BEND, DI PROPOSED WITH SANDBAG HEADWALL
8" PVC, SDR 21, 200 PSI WATER LINE 5' MIN. FROM EDGE OF ASPHALT ROAD ITER LINE HALT ROAD
17.32 IB' RCP DRAIN I'S G/C
12.00 FARM PATH PP PROVIDE
R/W RIP-RAP/GRAVEL FILTER FLOW CHECK DAMS
7.52 60' R1W 16' MA%.
R/W 16' CONC. DPoVE B 52 PROPOSED W FARM PATH I EA B" GATE PROPOSED zo«o4 I EA B" GATE VALVE B 80X 16' ASPHALT FARM PATH R/w
_ ~ ~ - %4. I SIGN I MATCH LINE W W ze«oo
~ - - 0.00 TEL R/W W W zr
- C P OLD CAMP ROAD - ~ - 26' I - ~ -
- R/W NCSR 1100 OLD AM
7.35 8d6 - - - - - R/W 23.88
DMtT DPoVE 1 7.06 ~ FLOW TEL/PP
~ NCSR 1100 OLD CAMP ROAD ROCK oRrvE TOBACCO BARNS
8.00 M.46
~ DUMP ~ DEAD FARM PRODUCE iCE
~ NCSR 1102 WARDS ROAD
6,68
639 OLD CAMP RCAD ~R/W
T.80
R/W
(SIGN I
pOGW00DFARMS EBSFAAM
PROPOSED 2 EA B" GATE VALVE 8 BOX
I EA 6" GATE VALVE B BOX I EA B" X 6" TEE, DI I" 44.72
I EA FIRE HYDRANT, 4 ~ 490 OLD CAMP ROAD 49«36
38.56 18" RCP ARAN, 2': G/C
IB" RCP DRAM 2! G/C PROVIDE RIP-RAP/GRAVEL FILTER
PROVIDE PROPOSED RIP-RAP/GRAVEL FILTER 8' PVC, SDR 21, 200 PSI WATER LINE ATER LINE CHECK DAMS
CHECK DAMS 5' MIN. FROM EDGE OF ASPHALT ROAD 'HALT ROAD
60' R/W aa.o9
29.92 31+68 I6' MAX FLOW ROCK pRIVE 45.68 18' ASPHALT FLOW 48'72 PROPOSED ROCK DRIVE Fpip~l ppTH
FARM PATH 38.68 FARM PATH ~ ~ (s~cN 1 I EA 8" GATE VALVE B BOX R/w
R/W - - - - W W- W
w w W MATCH LINE
MATCH LINE _ • _ _ . _ - • - 280 - . _ - NCSR 1100 OLD CAMP ROAD - u - - ~ -
- - - - R/W
R/W 38.24 TEL 44.06 87.64 TEL 84.72 TEL
4M26 FARM PATH FARM PATH
i
NCSR 1129 BULL TAIL ROAD
u~gUU~~~ REVISIONS
r ~g Ct~
4~ r~
R/W ~ R~ ~ ;
~ INE,, ~
N~~~NUaNN' DI TRICT D TY WATER S COON
e CONTRACT N0.40 -WATER DISTRIBUTION AND BOOSTER PULP STATION
n N O O 1999 Clean Water Pro'ect For Water System Improvements
~SSDCi.~''~ t
z
:I19A-.•a"• J t F DUPLIN COUNTY. NORTH CAROLINA
0 010 0
0 co N
Z W W 19 72 McDAVID ASSOCIATES INC. , ,
K .G Engineers • Planners* Land Surveyors
0 0 0 M d~~ . "OM1116440" INC. Farmville,N.C. Goldsboro,
S IL
Z W DWG. BY KWB/GB SCALE I"=1001 DATE APRIL 6. 2000 SHEET 4 0 F 47
2
0 co D - 789 RED

PROPOSED i PIPE
60 LF DITCH CROSSING WITH 8" DUCTILE IRON PIPE CLASS 350, 8OLTLESS RESTRAINED JOINT WATER LINE ' WATER LINE
WITH RIP RAP ON SLOPES
T3.64 7M40 74•fi9 60' CMP ORAW, is G/C 7M40 74rfiB GRAIN BINS
78.24
PROPOSED
1 SHELTER 76.20 8" PVC, SDR 21, 200 PSI WATER LINE BARN 5' MIN. FROM EDGE OF ASPHALT ROAD
60' R/W
PROPOSED B" PVC, SDR 21, 200 PSI WATER LINE 16'MAX. ~pyy 18' ASPHALT RIW
5' MIN. FROM EDGE OF ASPHALT ROAD 65.68 FARM PATH PROPOSED 76.20
I EA B" GATE VALVE B BOX - - - - TCN ~1NE W MA x.60
W W
- ~ - NCSR 1100 OLD CAMP GOAD
R/W
R/W Vd - 87x64 87rB0 76x16 ROCK DRIVE TEL
72.72 75x80 TEL 76x48 ROCK DRIVE 14' CONC DIRT pRIVE
MATCH LINE • - 64.12 64.88 FARM PATH b8.00 TEL FARM PATH DRIVE
R/W
77+72
313 OLD GAUP ROAp 81x48
TYSON HERRING 263 OLD CAMP ROAp
105.64 174 OLD CANE 105.64 174 OLD CAMP
PROPOSED
e" PVC, SDR 21, 200 PSI WATER LINE
5' MIN. FROM EDGE OF ASPHALT ROAD R/W /
G~ae IB' ACP DRAM, t! 6/C / /
PROVIDE g6,~ / R/W
RIP-RAP/GRAVEL FILTER AeANOONEo / /
CHECK DAMS 109.00 /
30' RCP DRAIN, 2's G/C / ~ NCSR 1135 PROVIDENCE CHURCH RO
60' R/W 101.64 18" RCP DRAIN, 2's G/C FLOW 16'MAK PROVIDE
es.5s PROVIDE lo5.oe DIRT pPoVE RIP-RAP/GRAVEL FILTER ROCK DPoVE IerOB RIP-RAP/GRAVEL FILTER / K DRIVE D~Po06.~~ CHECK pAMS ~ DcwD - D / EXISTING B" PVC, SpR 2G 200 PBI WATER LINE
PROPOSED CHECK DAMS /
I EA B" GATE VALVE 8 BOX _ 18' ASPHALT I II.B4 / FLOW 24' RCP DRAIN, 2't G/C /
_ W W NCSR 1100 OLD C P PROVIDE / /
AM ROAD _ ~ RIP-RAP/GRAVEL FILTER ~ / B" GATE VALVE B BOX W CHECK DAMS / / e" x e" TEe, vl
R/'M W - - / B" PLUG, DI
FLOW
FLOW MATCH LINE 106.40 ~ . TEL ~ ~ ~ /
ee.so
R/W ~1 EXISTING NCSR 1100 OLD CAMP ROAD
B GATE VALVE 8 BOX
\ DCWD • D \ FXI9TING B" PVC, SpR 2~ 200 PSI WATER LINE
~
~ ~
~ ~W~ 114«20 ~ ~ ~ ~ ~ ~ R/W
PROPOSED \ ~ `
2 EA B" GATE VALVE B BOX ~
I EA 6" GATE VALVE 8 BOX 2 EA B" 45' BEND, DI
I EA 8" X 6" TEE, DI I
I EA FIRE HYDRANT, 4 2 yW
NOTE: PROPOSED TIE-INTO EXISTING B" X 8" TEE, pl
REVISIONS
a,~4EN~~~Nq~1 /
Q1~.•eH•N~ OV ti O.•' ~GS~~
o • AD ~S~ .A
• • • .
' RI T D T C DIS R WATE . TY OUN C
Q
~ ~ - TION AND BOOSTER PUMP STATION o, C' g• A CONTRACT N0.40 WATER DISTRIBU
r n N ~''~iu~ n Water Pro'ect For Water System Improvements 1999 Clea 1
O
O O 2
*~~'''•S~•••N NORTH CAROLINA NORTH CAROLINA DUPLIN COUNTY. r
0 ¢ 0 ;~sG F.2
m N Z - McDAVID ASSOCIATES, INC.
w w cc: 0 1972
0 G • Engineers • Planners* Land Surveyors ,q . . 4,9 ......'~~1• Farmville,N.C. • 6oldsboro,N.C.
P 0 x a VI LE+ * INC. 0*8 s~
2 ~~~111104 SHEET g 0 F 47 DWG. BY KWB/GB SCALE r' -100' DATE APRIL 6, 2000
w x
0 N D - 789 RED

I ~ R/W ~ ~
R/W
~ NCSR 1100 OLD CAMP ROAD ~ a.oa
1
PROPOSED
60 LF DITCH CROSSING WITH 8" DUCTILE IRON PIPE
3.80 CLASS 350, BOLTLESS RESTRAINED JOINT WATER LINE WITH RIP RAP ON SLOPES
18' ASPHALT
CABLE WIRE FENCE ROCK DRNE6
4.08 4.64
GATE R/W - R/W ~ - - - - 21.28 (1 48' CMP ORAN, 3'-C! G/C
- - 0.00
_ . _ - ~ - NCSR I I W RDS ROAD NCSR 1102 WARDS ROAD i / W
w w
- - TEL 6 PP _ - - - R/W ~ R/W 4+OB 14.84 14.84
FARM PATH 7.60 FARM PATH FARM PATH I ~ MAK FARM PATH FLOW
} FLOW 60' R/W PROPOSED
3.92 le" RCP DARN, T! G/C PROPOSED I EA 8" GATE VALVE B BOX
PVC, SpR 21, 200 PSI WATER LINE 17.02 24" RCP ARAN, P! G/C
PROPOSEp PROVIDE 5' MIN, FROM EDGE OF ASPHALT ROAD I EA 8" GATE VALVE $ BOX RIP-RAP/GRAVEL FILTER PROVIDe 24.96
I EA 6" GATE VALVE $ BOX CHECK DAMS FARM PATH RiP-RAP/GRAVEL FILTER
I EA 8" X 6" TEE, pl ~ I EA FIRE HYDRANT, 4 i" CHECK DAMS
24.40 26.60
NCSR 1100 OLD CAMP ROAD FARM PAIN TEL w
26.92 FARM PATH
~ PROPOSED ~W~ ~ 8" PVC, SDR 21, 200 PSI WATER LINE
R/W
A/W
MATCH LINE
ao.oD R/w
A/W
R/W I
~ NCSR 1127 BYRD'S CHAPEL ROAD
58.36 ABANDONED
I
j
I
PROPOSED
37.1s 2 EA 8" GATE VALVE 8 BOX I EA 6" GATE VALVE 8 BOX
I EA B" X 6" TEE, DI
I EA FIRE HYDRANT, 4 Z"
58.96
40.40 38.84 KERH TEL R/W 56.48
T62 WAROS flOAD T36 WARD6 ROAD TEL/PP
R/W ~ ~ MATCH LINE ""ft 6aao
MATCH LINE w
30.00 ~ ~ T 1 R/W
37+44 ~'n 41.04 42.60 ROCK pRIVE 3&32 ~ OLIVE ROCK DRIVE FARM PATH 72 IB' ASPHALT
TEL/PP 72 W FLOW 60.00
r- ~ _ - FARM PATH _ - ~ ~ ~
w - NCSR 1102 WARDS ROAD -tr- - " - YALVES 57.64
w W EXISTING FARM PATH
ya92 10" PVC FARM FLOW FARM PATH WATER LINE I P! 67aB8
3p,y6 PROPOSED 4TE~ 43.36 r: Roq(DAIVE I EA e" GATE VALVE $ BOX ae•B2 41.04 +MSO pnT DRIVE IB" RCP DRAIN, 2'! G/C
DIRT DRIVE ROCK DRIVE ~ MA)( ORf pRIVE FLO 62.88 PROVIDE 24' RCP DRAM, 3's G/c RIP-RAP/GRAVEL FILTER
36~ 18" RCP DRA1l !f i/C 60' fl/W CHECK DAMS
PROVN)E PROVIDE ,~08 RIP-RAP/GRAVEL FILTER
RIP-RAP/GRAVEL FILTER 43.a 24'flCP DRAM, 24' RCP DRAM, E'-r! G/c CHECK DAMS ~Ip7 FARM OPERATION M3106
CHECK DAMS 42.16 PROVII PROVIDE
~~y RIP-RAP/GRAY t47 wAROS floaD CHECK ~ RIP-RAP/GRAVEL FILTER CHECK DAMS
36+12
wtua 773 WARDI ROAp
ao•ao PROPOSED
8" PVC, SpR 21, 200 PSI WATER LINE _INE
5' MIN. FROM EDGE OF ASPHALT ROAD ROAD ,j1~1+!ll~~fl REVISIONS
N CAq 't
~~:'4ESS~
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CONTRACT N0.40 -WATER DISTRIBUTION AND BOOSTER PUMP STATION
N O O r Pr 'ect For Water S stern Improvements 1999 Clean Wate o~ Y
~'".~SO~~._
2 `+O Tw•''•N' DUPLIN COUNTY, NORTH CAROLINA
0 CTI FM Ovipc t C F Z
0 m SEAL 121
co 2 W W s z 1974 • . McDAVID ASSOCIATES INC.
I 0 A'0••NN••f . Engineers 9 Planners* Land Surveyors
0 I.- 0 'y~{41.x+ Farmvllle, N.C. • Goldsboro N. C.
0 I a I VI NC,
2 W DWG. BY KWBiGB SCALE r : Ioo' [DATE APRIL 6, 2000 SHEET 6 OF 47
I h 7 ~ D - 789 RED
0 N

81.40
1200'!
DOGWOOD FARMS C/0 DAVI5 FARMS
I-6
I
70+64 76.96 VACANT I
620 WARDS RD 82«36
FARM PATN POND
R/W I
MATCH LINE saaD TEL 79.64 I 81.00
so«oo v DIRT DRIVE
_ 69«48 TEL 77x62 DIRT DRIVE ~ ~ IB' A6PHALT 88.00 TEL TEL R/W
wW v o - - v
MATCH LINE
_ _ W ' - ' - NCSR 1102 w NCSR 1102 WARDS ROAD - ~ - 90«00 w__ w _
- R/W
72.68 81.81 86.92
FLOW I6' MAX FLOW FARM PATH FARM PATH ROCK DRIVE
60' R/W PROPOSED PROPOSED
67.12 B" PVC, SpR 2~ 200 PSI WATE I EA 8" GATE VALVE Q BOX 2~ 200 PSI WATER LINE
60• CMP DRAIN, r: G/c 5' MIN FROM EDGE OF ASPHAL 71.62 EDGE OF ASPHALT ROAp
30" CMP DRAIN 3'! G/C PROVIDE
PROPOSED RIP -RAP !GRAVEL FILTER
60 LF DITCH CROSSING WITH B" DUCTILE IRON PIPE CHECK DAMS CLASS 350, BOLTLESS RESTRAINED JOINT WATER LINE
WITH RIP -RAP ON SLOPES
87e4O 533 WARO6 RD
65.76 GREENHOUSE
R"' ~ NCSR 1126 HUFFMAN ROAD
I ~
I I I E
1 99.88 18' ASPHALT 108x64
TEL
R/W ~ - -
MATCH LINE
4! - , _ NCSR 1102 WARDS ROAD - ~ - 120.00
99.48 Nf TEL - - W - - R/W
3« i
IEADOWS SIGN 14 ~ I6' MAX us.e6
p, PATH TO WOODS 60' R/W
M FLOW PROPOSEp PROPOSED e" PVC, SDR 2G 200 PSI WATER LINE
2 EA 8" GATE VALVE $ EK)X 5' MIN FROM EDGE OF ASPHALT ROAD
18' ASP!WL7 I EA 6" GATE VALVE 8 EIOX I EA 8' x 6" TEE, DI
FLOW I EA FIRE HYDRANT, 4 VT
TOBCCCO 99 72 98.16 BULK BARNS 24" RCP DRAIN, 3'-I'! G/C
94+00 ROCK DRIVE 18" RCP DRAIN, I'! G/C 192
PROVIDE 18' ACP DAAMI, a'x! G/c
RIP -RAP /GRAVEL FLTETt PROVIDE CHECK DAMS RIP -RAP /GRAVEL FILTER ca~N CHECK pAMS
~ FARM
OPERATION
96«08
9660
FAAM PATHS
96x32 ABAtaDOtED
,~,~~~jj0""i`r~r~ REVISIONS
• P
~s ~ o~ i
QQ
PROPOSED . r
sl+6o ~Q' 8" PVC, SDR 2l 200 PSI WATER LINE FARM PATH Q. 5' MIN FROM EDGE OF ASPHALT ROAD ~ ;~~y NE~~~~• Q
G~ 16' MAX F
~O 91.12 ~ `Q' TEL ~ 6O'R/W
Q O~ V ~ TRICT D ER DIS
NTY WAT COU
J~ • G ~ CONTRACT N0.40 -WATER DISTRIBUTION AND BOOSTER PULP STATION
0
a ° _rt' .nsee,_ 1999 Clean Water Project For Water System Improvements
Z
DUPLIN COUNTY, NORTH CAROLINA
0 o MATCH LINE =o~ oA~FM G F 2
to
z 90.00 w w s
C7 IW2 McDAVID ASSOCIATES INC. a
0 0 Engineers • Planners* Land Surveyors WIllti•
I a + I INC, Farmvllle, N.C. • Goldsboro, N.C.
2 w I DWG. BY KWB/RS SCALE 1"=100' DATE APRIL 6, 2000 SHEET 7 0 F 47
F 0
N D - 789 RED

MATCH LINE
147+00
R/W
146+32 FARM PATH
R/W
Q
Q~
146+04
IB' ASPHALT ~ FARM PATH Q
'V 0
Uy
PROPOSED 8" PVC. SDR 21, 200 PSI WATER LINE
~ 16' MAX 5' MIN FROM EDGE OF ASPHALT ROAD
ROCK FISH CREEK 1 / /
3~
60' R/W
I ~ 2'! G/C
1 32' I 122«56 32'
121+88 I PP/TEL [phone]+56 PP/TEL 1 l GUARDRAL PP/TEL PP/TEL 4'! G/C
R/.W GUARDRAIL
MATCH LINE PROPOSED ' , ~ ~•~.p~ ~ - 8" PVC, SDR 21, 200 PSI WATER LINE 142+00 24" RCP DRAIN, 2'-4'! G/C
Izaoo d, ~ , ' " , ; 5' MIN FROM EDGE OF ASPHALT ROAD FLOW PROVIDE
R/W ~ RIP -RAP /GRAVEL FILTER ~ CHECK DAMS
122+00 T MIN 122+52 125.64 is9+oo
7' MIN 126.64 W
I / 139.00
NCS CONCRETE BRIDGE ~ ~I TEL
FLOW WITH 5 CONCRETE FLOW ~ R/W Q2 LT PROPOSED WING waLLS ~ WQ le' ABPHA PROPOSED RDS PROPOSED
I EA 8" GATE VALVE $ BOX PROPOSEp l EA B"GATE VALVE $ BOX 16' MAX RQq 40 LF l2" DRYBORE WITH 12" STEEL CASING, MIN THICKNESS 0.188"
I EA a"GATE VALVE $ EOX D AND 8" PVC, SDR 21, 200 PSI WATER LINE 2 EA 8" GATE VALVE & BOX
I EA 6" GATE VALVE 8 BOX
I EA 8" 45' BEND, DI _ I EA 8" 22 I/2° BEND, DI
_ W I EA 8" x 8" TEE, DI I EA 8" PLUG, DI
PROPOSED PROPOSED I EA 8" x 6" TEE, DI
440 LF CREEK CROSSING WITH 10" HDPE, IPS, SDR"9, 200 PSI WATER LINE INSTALLED 480 Lf CREEK CROSSING WITH 10" HDPE, IPS, SDR 9, 200 P51 WATER LINE INSTALLED I EA FIRE HYDRANT, 4 i/2"
BY HORZONTAL DIRECTIONAL DRILLING AND 8 DIP, CLASS 350 WATER BY HORIZONTAL DIRECTIONAL DRILLING AND 8" DIP, CLASS 350 WAFER LINE WITH GRIP RINGS INSTALLED BY OPEN CUT LINE WITH GRIP RINGS INSTALLED BY OPEN CUT 135+so 15' A6PHAlT DRIVE ISSr80 15' A6PHAlT DRIVE
ALTERNATE ALTERNATE 200 LF CREEK CROSSING WITH 8" DUCTILE IRON PIPE, 240 LF CREEK CROSSING WITH 8" DUCTILE IRON PIPE,
CLASS 350 BALL JOINT WATER UNE CLASS 350 BALL JOINT WATER LINE ~ NCSR 1133 FUSSELL ROAD
WITH RIP RAP ON SLOPES WITH RIP RAP ON SLOPES I '
1 ~
130,20 309 WARDS RD I i RD I
ww
ww
CARRDLL'S C/0 ADRAIN JOHNSON s R/W HNSON 174.52
A/W
~ NCSR 1101 CORNWALLIS ROAD l
1 I
I
I
148x32 STORE
248 WARDS RD
158.92 174x24 175.26• a~ BRICES IB' ASPHALT FARM PATH DIRT DRIVE ROCK TEVPP 170x80 Amp
FARM PATH 165x40 TEL 165x40 TEL 175x04 TEL TEL
400'! ~ - - p -v v v ~
179.16
u NC; NCSR 1102 WARDS ROAD
w W w _ ~ NCSR 1102
BRICES STORE
~ss.92 16' MAX 17H40 176.08 10' ASPHALT AREA ROAD FAFffiI PATH FARM PATH 10' ASPHALT AREA
FARM PATH FLOW
60' R/W 148+64 ROCK DRIVE PROPOSED
PROPOSED 164x48 148.52 PROPOSED 24" RCP DRAW, 2'! G/C 8" PVC, SDR 21, 200 PSI WATER LINE PROPOSED 5' MIN FROM EDGE OF ASPHALT ROAD I EA 8"GATE VALVE S BOX 177+ea ~
TEL 8" PVC, SDR 2L 200 PSI WATER LINE I EA 8" GATE VALVE $ BOX PROVIDE 5' MW FROM EDGE OF ASPHALT ROAD 2 EA 8" 45' BEND, DI METAL BUILDING \
3'! G/c RIP -RAP /GRAVEL FILTER CHECK DAMS rER I EA 12" x 8" REDUCER, DI
C R WALLIS ROAD ~ NCSR 1101 0 N
I~ I ! ww
P 2'! G/C FLOW I i I
PROPOSED ~ \ ~ 12" PVC, SDR 21. 200 P51 WATER LINE \
MATCH LINE '
147.00 148«52 24' RCP ORAIN,3'-2'! G/C SEE SHEET 9 8 I
PROVIDE R/W R/W FOR EST SITE R/w
RIP -RAP /GRAVEL FILTER CHECK DAMS
1,,IIHIIIIIIN REVISIONS
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a N CONTRACT N0.40 -WATER DISTRIBUTION AND BOOSTER PUMP STATION
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w~ ti DUPLIN COUNTY. NORTH CAROLINA
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0 s ~ 1972 McDA v
H 0 2 ~...,M. Engineers • Planners* Land Surveyors o
IL z WILLS, Formville, N.C. * Goldsboro, N.C, 11600 INC.
w 2 h DWG. BY KWB/RS SCALE I" =100' DATE APRIL 6, 2000 T EET 8 OF 47
J 01 (A
D - 789 RED

QUARTER FARMS
~ NCSR 1101 CORNWALLIS ROAD C/0 GARY USHER
R/W 8d2 18.72
1312 BRICES STORE ROAD BARN 19.40 GRAIN BIN GARY USHER 23.68 1264 BRICES STORE R00.D
~ ELEVATED STORAGE \ TANK N0. D - 2 PROPOSED
A/W ~ B 2 EA 12" BUTTERFLY VALVE 8 BOX, MJ WITH GRIP RINGS 20.00
~ I EA 16" BUTTERFLY VALVE 8 BOX, MJ WITH GRIP RINGS ~ I EA 16" x 16" TEE, OG MJ WITH GRIP RINGS
TEL 2 EA I6" x 12" REDUCER, DI, MJ WITH GRIP RINGS pp 40 LF 30" DRYBORE WITH 30" STEEL CASING, MIN THICKNESS 0.312"
AND 16" DIP, CLASS 350 WATER LINE
3 I EA 16" PLUG, pl
BEGIN aoe s+ze lo,oa 13.40 20+48 IB' ASPHALT 23+88 28.40
CNI 41 TEL IT'CONC. DRIVE FARM PATH ROCK DRIVE TEL. ROCK DRIVE FARM PATH
Y STORE ~ J R/W
~ MATCH LINE
- - - - CES STORE NCSR 1102 BRI iICES STORE ROAQ - _ - - X0'0°
w - W W V
w w w - - - - - - - - R/w SIGN
B li o+oo BRICES i~ 28.40
~ ROCK pRIVE
/ A 60' A/W 16' NAX PROPOSED 24.0o za.6o
3~ I EA. 12" GATE VALVE B BOX TOBACCO BARNS
R/w NCSR 1101 CORNWALLIS ROAD PROPOSED
12" PVC, SOR 21, 200 PSI WATER ;1.200 PSI WATER LINE (SIGNI
~ ~ PROPOSED 5' MIN. FROM EDGE OF ASPHALT' ~ 12" PVC, SDR 2l 200 P51 WATER LINE DGE OF ASPHALT ROAD SE VENDEN CABRAS
/W PROPOSED 6" PVC, SDR 21, 200 P51 WATER LINE ~ wW T T
~ NCSR 1102 WARDS ROAD \ .
27+64 28.76
R/W
PROPOSED A 30 LF 20" ORYBORE WITH 20" STEEL CASING, MIN THICKNESS 0.250"
AND 12" PVC, SDR 21, 200 PSI WATER UNE
I EA IZ" x 12" TEE, DI I EA 12" 45• BEND, DI
t

~ ROAD i ~ NCSR 1103 NASN JOHNSON POND
~ PROPOSED
~ y~ 12" PVC, SOR 21, 200 PSIWATER LWE
i
16' ASPHALT
TEL
~ R/W
a~W - - NCSR 102 BRICES STARE. ROAD
,w _ - -
MATCH LINE wW
30+00 R/W I6' MAX
60' R/W
3aao PROPOSED
I EA. 12" GATE VALVE 8 BOX
~ NCSR 1102 BRICES STORE ROAD REVISIONS ~1lgllltf!!k1
tN CrtA r
.PROPOSED
12" PVC, SOR 2l 200 PSI WATER LINE 5' MIN. FROM EDGE OF ASPHALT ROAD :~F~
~ :Q r'0 S
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CONTRACT N0.40 -WATER DISTRIBUTION AND BOOSTER PUMP STATION
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0
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0 R a,•N~~~.•~' V' Engineers • Planners* Land Surveyors
0 m a '4V Formville1N.C. * Goldsboro1 N.C. ~V?i# IILEI INC.
2 so;;N
U) I H 7 DWG. BY KWB CED SCALE I" 100' DATE APRIL 6. 2000 SHEET 9 0 F 47
0 N D - 789 RED

ww qG~' 29+08
FARM PATH
R/W
29.56
IB' ASPHALT ROCK DRIVE
28+44 l SIGN 1
ROCKfIG CHAIR 23.64 RANCH
BLANCHARD'S SERVICE B REPAi15 DIESEL TRUCK-
TRACTOR REPAIR 22.92 A
BLANCHARD 1698 NASH JOHNSON'S /
POND ROAp /
`\.GJ ROCK 2~ ``GGQ\`
DRIVES \`J 0~ /
23+64 ` J~
~P
03
PROPOSED 5~ ~G
R/W NCSR 1102 BRICES STORE ROAD 30 LF 20" DRYBORE WITH 20" STEEL CASING, MIN. THICKNESS 0.250" PROPOSED
AND 12" PVC, SDR 21, 200 PSI WATER LINE I EA 12" GATE VALVE 8 BOX 12' PVC, SDR 21, 200 PSI WATER LINE
~ I EA 6" GATE VALVE 8 BOX PROPOSED I EA 12" 45° BEND, DI ~ z3.2e 5' MIN. FROM EDGE OF ASPHALT ROAD TEL
R/w 12" PVC, SDR 21, 200 PSI WATER LINE I EA 12" X 12" TEE, DI TAYLOR CREEK
~ I EA 12" PLUG, DI ~ IEA12"X6"TEE,pI I
~ I EA FIRE HYDRANT, 4 2 IG' MAX.
i ~ 60' R/W
\ 18' ASPHALT ~ ~ 17.32 ~ ~

R/W - . - -
PROPOSED - • - I EA 12" GATE VALVE 8 BOX
NCSR 1103 NASH JOHNSON'S POND ROAD - ~ w w w naz
TEL/PP
ww PROPOSED 17+00 ISED TEUPP NOTE: OVERFIEAD TELEPHONE LINE
TEL 16' MAX, I EA 12"GATE VALVE 8 B~ "GATE VALVE 8 BOX
sa R/W
\ PROPOSED \ 12" PVC, SDR 2~ 200 PSI WATER LINE
\ 5' MIN. FROM EDGE OF ASPHALT ROAD Iha2
iW0 60'+ CMP DRAM, P: G/C
WRH SANDBAG NEADWALL
~ ~ NCSR 1102 BRICES STORE ROAD
PROPOSED
\R/W 420 LF CREEK CROSSING WITH IS" HDPE, DIOD, SDR 9, 200 PSI WATER LINE INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING AND 12" DIP, CLASS 350 WATER
LINE WITH GRIP RINGS INSTALLED BY OPEN CUT
R/W \ ALTERNATE
200 LF CREEK CROSSING WITH B" DUCTILE IRON PIPE,
CLASS 350 BALL JOINT WATER LINE WITH RIP RAP ON SLOPES
30.56
CEMETERY ~ NCSR 1103 NASH JOHNSON'S POND ROAD \
30.72 DIRT DPoVE
R/W
MATCH LINE ~ ~ 60' R/W
30+00 _
_ _ W 53+84
A/w IB' ASPHALT 3M90 38.29 1550 NASH JOHNSON'S POND ROAD
FARM PATH 32.84 ROCK DRIVE 3446 MOOD 1620 0 0 US
15' CONC. NAL 35.32 T DRIVE TEL
32.19 53+12 55.48 ROCK DRIVE IB' ASPHALT DIRT DPoVE
30.80 B~WI 33'56 fi
1661 NASH J01N50lf5 1645 NASH JONNSOIf9 Is' MAX• \ 40.72 pOpp ROAD POND ROAD ~ 60' R/W
- - R/W
38+20 W FARM PATH ~ + ROAD w _ SON S POND _ ASH JOHN
SR l 03 N MAtCH LINE C W . - W s _ _ ~ 5s.s4 - o.oo
WOOD RAIL 51.72 TEL
PROPOSED - _ - FENCE R/W PROPOSED
12' PVC, SDR 21, 200 PSI WATER LINE W 5' MIN. FROM EDGE OF ASPHALT ROAD TEL, \ ~ - _ ~ I EA 12" GATE VALVE 8 BOX
IG' MAX, 5z.lz ROCK DPoVE
~ 42.72 ~ DIRT DRNE
3alz SHOLAR'S 53+28 1551 NASH JOHNSON'S POI ROAD
ROCKING CHAIR RANCH PROPOSED
I 12" PVC, SDR 21, 200 PSI WATER LINE 5' MIN. FROM EDGE OF ASPHALT ROAD
PROPOSED
40 LF 20" aZY80RE WITH 20" STEEL CASING, MIN. THICKNESS 0.250" AND IZ" PVC, SDR 21, 200 PSI WATER LWE ~
2 EA 12" GATE VALVE 8 BOX I ( T
I EA 6" GATE VALVE 8 BOX 3 EA IZ" 45• BEND, a
I EA 12" 22 BEND, a
I EA 12" X 12" TEE, a a2.e4 I EA 12" PLUG, a 41.84
I EA 12" X 6" TEE, a 1" I EA FIRE HYDRANT, 4 ~ 1,~t11p1j~~fl REVISION S
~ NCSR 1125 MERRITT ROAD .~`~'~N CAq
R/W I I R/W cSS •
. . '
91' ~ ~y
ER DISTRICT D COUNTY WAT
e CONTRACT N0.40 -WATER DISTRIBUTION AND BOOSTER PUMP STATION
N O O
n _..~au~.. ~4q4 Clean Water Proiert For Water Svstem Improvements
Z
4619 DUPLIN COUNTY, NORTH CAROLINA
0 •J . p~= opPOAAr
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2 w W t. EAL s .z McDAVID ASSOCIATES INC.
2 C7 •.00, 1972 c
0 0 Engineers • Planners. Land Surveyors ,y
I a ~~i~ Formville, N.C. a Goldsboro, N.C. INC,
2 W
I H 7 [DWG. BY KWB/GB SCALE I" 100' DATE APRIL 6, 2000 SHEET 10 OF 47 =
0 N D - 789 RED

I I
~I I R/W R/W I I
6446 NCSR 1122 BLUE NEWKIRK ROAD .
1500 NASN JOHNSONS POND ROAD 68.12
LARRY JACOBS 1484 NASN JCHNSONS POND ROAD ' pCWD-E-CN 2 E%ISTING I 8" PVC, SDR 21, 200 PSI WATER LINE
65.20 1496 NASN JOIWSONS POND ROAD
r
I
64.88 CONC. NOT IN CONTRACT 3
64.04 ` SK1E WALK 6B•60 R/W ROCK DRIVES ROCK DRIVE DCWD-F CN 20 I µ1W PROPOSED I I
ASPHALT e" PVC, SDR 21, 200 PSI WATER LINE I ~
MATCH LINE - . -
60.00 ~ ~ I W FLOW i
R/W 65.32 73.40 73.40 \ / ~ µ1W
TOBACCO BA13J rEL w ~ 62.ao ~ TOBACCO BAI3J 1 / FLOW 74.42 I W
RocK DmvE Ifi' ~
MAX• 60' I ~ . 76.pp ~ ~ 5 N'S ROAD \ , / ~ NCSR 1103 NASH JOHN 0
R/W WOOD RAIL T DIRE pRNE 1 ~ ` FENCE
NCSR 1103 NASH JOHNSON'S PONp ROAp ° E-
PROPOSED IN
12" PVC, SDR 21, 200 P51 WATER LINE W 5' MIN. FROM EDGE OF ASPHALT ROAD 1 PVC DCWD-E-CN 2 EXISTING T DIP EXISTING 12" PVC, SDR 2l. 200 P51 WATER LINE
7MT2 1e• RCP DRAOL r s fi?c I I DCWD CN 40
PVC DIP I 7 tl2
PROVIDE RIP -RAP /GRAVEL FILTER I I
CHECK DAMS 74.56 74.06 I TYPE "D" I
Ir RCP auBl,r-r s we RcP au~l, r-r s we
PROVIDE fiM~i RIP -RAP / GRAVEL Fll PROVIDE ~ PROPOSED 'AP /GRAVEL FILTER ~ 12" DIP, CLASS 350, BRJ WATER LINE
wlecDAV~s CHECK DAMS 1517 NASH JOINS0115 PpO ROAD , CHECK DAMS I ~ I ~ PROPOSED
WELL N0. F-3
I ~ DCWD-F/CN22 I I
~ NOTE:
I I PROPOSED TIE-IN TO EXISTING I 12" DIP, CLASS 350, BOLTLESS
_ _ ~ RESTRAINED JOINT WATER LINE
ppOPO5E0
BOOSTER PUMP STATION D-I
SEE SHEET 34
CARROCLS C/0 MARK DAMS
ar,~~~j1i1f 1141 ~ R EVI S 10 NS tN CAq ~
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2 ~.en.. ~ !
DUPLIN COUNTY. NORTH CAROLINA
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0 cr 0 r, fle,oftpo E
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w w m SEA n INC. McDAVID ASSOCIATES,
C7 0 a,?,4,,~N G Engineers • Planners* Land Surveyors
00 I ti'~V141E?
a 2 INC, Farmville N.C.. Goldsboro, N.C. n 1N~~a m~
2 w I DWG. BY KWB ! RBT SCALE I„ =100' DATE APRIL 6. 2000 SHEET II OF 47
0 N
D - 789 RED

. I
I
PROPOSED 6ae6 I EA 12" GATE VALVE 8 BOX
70.20 a6aNDONEo 3s• crew DRaw, s: oic PROVIDE
PROPOSED RIP -RAP /GRAVEL FILTER
/ 12" PVC, SDR 21, 200 PSI WATER LINE CHEC AMS R LINE
/ 5' MIN FROM EDGE OF ASPHALT ROAD ROAD IB' ASPHALT I
I
oasnNG 16' MAX 7a.6o 60 LF DfTCH CROSSING WITH 12" DUCTILE IRON %PE DIRT DRIVE CLA55 350, BOLTLESS RESTRAINED JOINT _ _ _ R/W MATCH LINE
WITH RIP RAP ON SLOPES I _ W 90+00
W
64,32 NCSR~ 1101 CORNWALLIS ROAD 48" CMP DRAW, 2' S G/C EXISTING -
I EA 12" GATE VALVE 8 BOX I FA 12"z6'TEE ~ - - - R/W
I EA 6" GATE VALVE B BOX I EA FIRE'HYDRANT, 4 V2' 85.68 PVC RAIL FENCE TEL 1
I EA 12" PLUG ,w FLOW 80.56 I
~ 72.00 DIRT DRIVE
61+60 66.36
1405 CORNWALLIS ROAD ~ TEL 64.00 'i
60' R/W i
L~6
62.40 WIRE FENCE DIRT DRIVE 27' ~ WIRE FENCE 20' ~

1 /
60.96 64.68 60.66 ROCK DRIVE / WR'f DRIVE
WIRE FENCE 20' 4 , ~ w
~ ~ 64•S6
i ' BARN 83.40
PIS / WIRE FENCE 502 CORNWALLIS RD
20' E
p(ISTING DCWD ~
P~ I EA 12" GATE VALVE 8 BOX EXISTING 12" PVC, SDR 24 200 P51 WATER LME
I r
I
100.88
T
MATChI L1NE
120.00
FARM OPERATION TURKEYS
IoT.sO el~
ROCK PATH/FARM i
I6' ASPHALT ~ PROPOSED
12" PVC, SDR 21, 200 PSI WATER LINE
5' MIN FROM EDGE OF ASPHALT ROAD
~ ~ ~ PROPOSED 2 EA 12" GATE VALVE B BOX BOX
96.16 97.12 98'16 +oo.oo I EA 12" x 6" TEE, DI BOX
I EA 6" GATE VALVE 8 BOX 95.32 I EA FIRE HYDRANT, 4 I/2" I/2" carE 16' MAX ~ W
IB' RCP DRAIN, 3'! 6/C PROVIDE
RIP -RAP /GRAVEL FILTER pROPOSED e ROAD
. CHECK DAMS 12° PVC, SDR 21, 200 P51 WATER LINE ~ p 1.L~5 107,eD E 107.80 i`NWA
' IN FROM EDGE OF ASPHALT ROAD loa7e 10' 9x.76 5 M aar DRIVE 06rT OIBYE IB' ASPHALT 01 CO SR NC
0 A
i .ao
i W R/W - -
MATCH LINE yy 0
9ao° - NCSR 1101 CORNWALLIS ROAD - 107.40 i TEL
r 60' R/W
R/W 100.98 TEL 0
66' R/W
~ NCSR 1140 WILLIAMS MILL POND ROAD ROCK/DIRT ROAD AS OF II-27-96
i I
I I I FARM OPERATION
REVISIONS raw R/W
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• ••G!•. R DISTRICT D NTY WATE ~ COU
CONTRACT N0.40 -WATER DISTRIBUTION AND BOOSTER PUMP STATION
1999 Clean Water Project For Water System Improvements
..a~~»uM,~,.
PgSOC DUPLIN COUNTY. NORTH CAROLINA ~9r F
n
s E INC. McDAVID ASSOCIATES,
0 m °j ~ 187'2 Engineers . Planners & Land Surveyors
0 b n 1~•'~
U G VILL f~ Formville, N.C. * Goldsboro, N.C. INC. ffNIN
U G C DWG. BYWB/PB/CC/MW FS ALE f, 100' DATE ppRil 6, 2000 SHEET 12 0 F 47
m K
m U D - 789 RED

R/vl Ml~TCH LINE 150.00
140.00
TWO 24" RCP DRAINS, I' s G/C R!W
PROVIDE RIP -RAP /GRAVEL FILTER
CHECK DAMS
PROPOSED
PROPOSED I EA 12" GATE VALVE 8 BOX ~
12" PVC, SDR 21, 200 PSI WATER LINE 5' MIN FROM EDGE OF ASPHALT ROAD FLOW
Ifi' ASPHALT
W w
- - - NCSR 1101 CORNWALLIS ROAD ROAD ~
R/W_- W • - i
MATCH LINE ~
Izo.oo
126.24 60' R/W FARN PATH
R/W
ROCK FISH FARMS
FARM OPERATION pTCH LINE M
zo • cD
j6• psPNALT
R/W R~ R/'H
~ NCSR 1102 WARDS ROAD /
I 0
/ I I 13 1y~26
PROPOSED PROPOSED 14 • ZO TELE.
I EA 12" GATE VALVE 6 BOX I 8" PVC, SDR 21. 200 PSI WATER LINE I EA 6" GATE VALVE 8 80X OAS IS R : zfi W A~..~' i3 K pR.
I EA 12" x 6" TEE. DI coati j2,6G RDC
I EA FIRE HYDRANT, 4 I/2" 160~B6 o.oo lol - o sa 1
N~ AIN~ C NK I I
BRICES sraRE I FENCE II
`1}' pUPUN CO gTE
PROPOSED ~ 12" PVC, SDR 2l 200 P51 WATER LINE 60LI~ INS 6C~E 1 pECY
.n 16' MAX 5' MIN FROM EDGE OF A5PHALT ROAD ~ ~ ~ R/'N AREA (JUN( CARS) ~ ~ D 624 ~1~
n IB' ASPHALT ROCK i i M ~ i TELE. 2
AREA ~ V ~ R/w ~i~ oOK pR. , R/W R 60
R/W 4 ~ 20 MATCH LINE - W ~ D~~ pR.
150.00 - • - ~ tl _ . _ NCSR 1101 CORNWALUS ROAD , ~ ,
_ _ 0 ` T6 ROCK DR' / - - w ~ TEL DIRT DR 4 ~ 52 /4.52
~ ~ 0 • T2 gpRN BARN
R/W T•j6
E 0.00
60' R/W pRpPOSED 160.88 2 ~ ep0
12" PVC, SDR 21. 200 P51 WATER LINE KpY MA'RN~ s RD•
1•j6 IB36 CORNWpLII CN-41
~ '
i
' ELEVATED STORAGE NCSR 1102 BRICES STORE ROAD ' TANKNO.D-2
~ 2003 COANWAL 2003 COANWALLIS RD.
~ T 26.40 T 26 r 40
R/W REUISIONS
20.92 ROCK DR. R/W I I I za . 9z ROCK DR.
III
R/W P
LLIS 01 . CORNWA LLIS ROAD ~ Ess'
NCSR Il ~ I ~ _ _ ;QQ
I 26. R/YI i'20 • BO TfU ~ .I 26.36 - • 2y r 60 TfLf. ' 3
• ~ II , , i ROCK DR. r 36 i ~ , 24 ty,,,yen+~~~ ' ROCK DR. ~ • . Ifi'ASPHALT ~ i ~ DISTRIC TD
~ ROCK DR• :~'ti r ~ t',~ TY WATER COON ti ~ `
qCN GENE 21.16 RocK MP TELE AREA ~ 9p . ~~9 CONTRACT N0.40 -WATER DISTRIBUTION AND BOOSTER PU~AP STATION . ~ ~p~~ V lti
2000 ~ 1111Nn~
60' R!W 20 . BO 1999 Clean Water Project For Water System Improvements zs . eo ~~~pu/g~Np~
•r oeMR1Y INC_ •r oeMR1Y INC_ ~ QQIJ^I
24.36 ^ V „v
r 0 J OpPORgMc
ro 0 b DAVID ASSOCIATES INC.
E `o ).0-" DUPLIN COUNTY, NON I M (:AFfOLINA 1972 Engineers • Planners•Land Surveyors Ile :1 0 •,9 t~' Formville, N.C. • Goldsboro, N.
rn 0 ~i ~V141~~ INC.
b n U ~~~~N1fINNNf,
G a G DWG. BY SCALE 1^,100' DATE APRIL 6, 2000 SHEET 18 OF 47 KWB/PB/CC/MW
C D - 789 RED
y

PROPOSED
10" PVC, SDR 21, 200 PSI WATER LINE
R/W R/W WW MATCH LINE
3 30.00
1 NC 41 HIGHWAY
1 ~
~ 1 1 VJ RAW 29E92
1 FLOW
3 60'R/W FLOW
26.68 PP
~
0.00 R/W - -
-~--+L-- NCSR 1827 DEEP BOTTOM :EP BOTTOM ROAD
o w w
- v 11.80 PROPOSED I EA 10" GATE VALVE 8 BOX
TEL R/W 4.80 20'ASPHALT 0 1.12 TeL ~ 15' MAX
NC 41 HIGHWAY TEL 11.96 is.6a
ASPHALT DRIVE 10.16 14.44 PROPOSED PROPOSED za" RCP DRAdN, 2'! 6/C
3 42" CMP DRAIN. f! G/C IB' PCP DRAIN, 2'! G/C IQ" PVC, SDR 21, PROVIDE 5' MIN FROM EDGI -10" PVC, SDR 21, 200 PSI WATER LINE PROVIDE
PROPOSED RIP -RAP /GRAVEL FILTER 5' MIN FROM EDGE OF ASPHALT ROAD RIP -RAP /GRAVEL FILTER CHECK DAMS
' I EA 10" x 10" TEE, DI CHECK DAMS 1 1
I I EA 10" GATE VALVE B BOX
wW 2 EA 10" 45• BEND, DI 12.2e I2.ee ww
40 LF 16" pRYeORE WRH 16" STEEL CASING MIN THICKNESS 0250" 166 DEEP Bo1TOM RD AND 10` PVC, SDR 21, 200 P51 WATER LINE
PROPOSED 60 LF DITCH CROSSING WITH 8" DUCTILE IRON PIPE
CLAS5 350, BOLTLESS RESTRAINED JOINT WATER LINE
WITH RIP -RAP ON SLOPES
PROPOSED
10" PVC, SDR 21, 200 PSI WATER LINE
. a r~
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~ ~ _ ~ ~ • ~ ~ • ~ j ~ ~v ti ~ i i
. p 1972
~ ~ f ~1~ 4 ~ / ~
V. LE VIlLE~ ~/hhU~N~~ ~~~MII IN~1~~~,
REVISIONS
R DISTRICT D C NTY WATE OU
CONTRACT N0.40 -WATER DISTRIBUTION AND BOOSTER PUMP STATION
N O O ter S stem Im rovements 1999 Clean Water Project For Wa y p
Z DUPLIN COUNTY, NORTH CAROLINA
0
0 m
N z w w Mc DAVID ASSOCIATES, INC.
cc c~ Engineers • Planners •Land Surveyors
0 h 0 0
I CL INC, Formville,N.C. • Goldsboro,N.C,
z w DWG. BY SRC/RS SCALE r'=100' DATE APRIL 6, 2000 SHEET 14 OF 47
I h 7
0 N D - 789 RED

55.zo SAND CONVEYOR PLANT
SAND PRS
R/W
54+76 n
SAND PRS P/P
- - ~ MATCH LINE 53 + 04 R/W 52 + 16 P/P 60 + 00
ROCK DRIVE 58+92
42" CMP DRANµ 2' ! G/C 59.92 TEl
PROPOSED
60 LF DITCH CROSSING WITH 8" DUCTILE IRON PIPE
ae, 5a CLASS 350, BOLTLESS RESTRAINED JOINT WATER LINE WITH RIP -RAP ON SLOPES
ROCK DRIVE W /
48 + 20
P/P
R1W
MATCH LINE 30 + o0
60' R/W 35 + 44 pp,0
_ DIRT ROAD QI 20' ASPHALT V` M ~ 48+64 1 ,p TEL
R/W ~~P 70 9p EEP 70
w 18~ 182
f1 43 x 06 / CSR / PP / N
~
PROPOSED FLOW 'ROPOSED 0" PVC SDR 21, 200 PSI WATER LINE
I 10" PVC SDR 21, 2C i 15• MAX 5' MIN FROM EDGE ~ i' MIN FROM EDGE OF ASPHALT ROAD
34 + 80 43.40 46'CMP DRAW f ! G/C W R/W
~ ~ MON
39.24 PROPOSED
DIRT DRIVE I EA 10" GATE VALVE 8 BOX
PROPOSED 60 LF DITCH CROSSING WITH B" DUCTILE IRON PIPE
CLASS 350, BOLTLESS RESTRAINED JOINT WATER LINE
WITH RIP -RAP ON SLOPES
rS.Do P/P _
19' ~
FLOW
20' ASPHALT T' MIN 60' R/W 7' MIN I T9.49 ~
/ PROPOSED / I EA 10" GATE YALV ROPOSED 1 PROPOSED P!P ~ EA 10" GATE VALVE 8 BOX I EA 10"GATE VALVE 8 BOX ~ ,
T7+32 \ w 3 - 60" CMP DRAINS f ! G/C \
P~ Is MAx ~
Q~ /
/ ~ ~ PROPOSED OPOSED ~
/ ~Q 3B0 LF CREEK CROS~ Q~ 69.96 Z'( BY HORIZONTAL [ 0 LF CREEK CROSSING WITH 12" HD.PE, IPS, SDR 9, 200 PSI WATER LINE INSTALLED \ BY HORIZONTAL DIRECTIONAL DRILLING AND 10" DIP, CLASS 350 WATER
P/P LINE WITH GRIP A LINE WITH GRIP RINGS INSTALLED BY OPEN CUT
~G ALTERNATE TERNATE \
200 LF CREEK CROS ~0 LF CREEK CROSSING WITH 10" DUCTILE IRON PIPE,
CLASS 350 BALL WRH RIP RAP ON CLASS 350 BALL JOINT WATER LINE WRH RIP RAP ON SLOPES
~ ~ PROPOSEp
10" PVC SDR 21, 200 PSI WATER LINE SAND PRS
6e.e4 5' MIN FROM EDGE OF ASPHALT ROAD Dar DRNE
64.24 DIRT FARM PATH 64+72
P/P
63x96 88+04 \ \ DIRT DRNE
TEL
/ ROCKROCK DRNE 60.72 / R/W
P/P
R/W / PROPOSED
~ I EA 10" GATE VALVE 8 BOX R/W MATCH UNE
90.00
MATCH LIN ~1 60+00
R/W
REVISIONS
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%two. 7orj~',•% iuwd Glean mater rroject ru? Vrater 0yaAc111 1J11p1UVCincma
0 ¢ J~;•' '•,`,~1~•, DUPLIN COUNTY. NORTH CAROLINA
0 m z r *6 Imp, , ORPORATF
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0 0 1972 McDAVID ASSOCIATES INC.
x a LM Engineers * Planners. Land Surveyors
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x 0 ????na??~~ VINC. Formville, N.C. o Goldsboro, N.C.
N DWG., BY SRC/JC. SCALE r ° 100' DATE APRIL 6.2000 SHEET 15 OF 47
D - 789 RED

94.31
NORTHEAST CAPE FEAR RIVER
FLOW
Ils+oe
MATCH LINE 649 DEEP BOTTOM ROAD R/W MATCH LINE
90.00 R/W us•oe Izaoo P/P /
/ /
114.28 116.64 ~ R/W
R/W CONCRETE ~ ~ BRIDGE DRT DRIVE /
PROP05Ep \ / 116.62 ~ P/P n ` .
I EA 10" GATE VALVE ~ ~ r• • ~ • ~ ~ \ 8 BOX ~ • 1• : 23' • _ • •t: :o . 116.64 ~ V ~ E)65TING
2s. 5' ~ - - 6" VALVE ~ ^ O" 114.76 ~ Z { ~ 117.64 ROCK DANE 1e TEL
w, 5R
sz.ee _ P/P \`C IIT.8O / DIRT PATH
7' MIN 9Prn W 113.66 E%I6TIN6 P/P / / ~
PROPOSEp CWA 6" PVC WATER LD7E /
PROPOSED I EA 10" GATE VALVE N~? / 116.44
780 LF CREEK CROSSING WITH 12" HDPE, IPS, 5DR 9, 200 PSI WATER LINE INSTALLED pROpOSED B BOX S/Q ' BY HORIZONTAL DIRECTIONAL DRILLING AND 10" DIP, CLASS 350 WATER 400' X 20' EASEMENT ~e / I6" PCP DAWN, 2'! 6/C
8Y OPEN CUT t'~ 1o3.oe LINE WITH GRIP RINGS INSTALLED Q CEMETERY F ~p~t i~ PROVIDE 6dPI~ ZdP6 ~ RIP-RAPIGRAVEL FILTER
Fp ALTERNATE PIPE ~Q / CNECK DAMS
500 LF CREEK CROSSING WITH 10" DUCTILE IRON ua4B
CLASS 350 BALL JOINT WATER LINE OM WITH RIP RAP ON SLOPES Qq 102.64 DRr D~vE ,~i
Q DIRT DRIVE los.oe ~
PROPOSEp los.ao P/P PROPOSED EXI6TING i 15' MAX, 10" PVC, S 51 WATER LINE
10" PVC, SpR 21, 200 P51 WATER LINE 1O4•Ba FIRE HYDRANT / ~ ~ 5' MIN. F OF ASPHALT ROAD
5' MIN, FROM EDGE OF ASPHALT ROAD ~ DIRT DRIVE /
i~
103.08 ~p6'64 PROP
P/P W 10346 I E VALVE B BOX
TEL 1
103°28 -
DIRT DRNE
102+32 600 DEEP BOTTOM AOAD OLD ASPHALT AREA I
IX15TIN6
PROPOSEI IEA10"G PROPOSED CWA a• Pvc wATER uNE I EA 10" GATE VALVE 8 BOX
lo3•eo 1 NIC
608 DEEP BOTTOM ROAD PROP05EI PROP05ED COUNTY OF DUPLIN
2EA10"~ I EA 10" ~ 2 EA 10" 45' BEND, DI ~ I CN 20 I EA 10" x 6" TEE, DI 4
I EA6"G I EA FIRE I EA 6" GATE VALVE 8 BOX I EA FIRE HYDRANT, 4 vz° NCSR 1980 STOKESTOWN ROAD
I ~ I I ~ R/w
PROPOSED
6" PVC, 5DR 21, 200 PSI WATER LINE
13aeo
124.80 721 PEEP BOTTOM ApAD
693 OEfP BOTTOM ROAD
129°40 60' A/W GIR DWVE 130.62
EX45TMG EXISTING EXISTING CWA 6' WATER LINE 20' ASPHALT 6• VALVE 6' VALVE
SLOAN ww yw ww
- w- w---- W--- ----w--
MATCH LINE NCSR 1827 DEEP M ROAD - •
120.00 -W _ ~ W yy ~ 131.59 -
- - - R/W 1 ww
~ 120.44 121.21 12M 122.68 X60 126°66 130.24 130.96 ~ ~ CONC. ~ DRR~E P/P ASPFIAL.T AREA ~ P/P WM \
120.64 DRIVE 125°92 15' MAX, \ ROCK AOAD ROCK DWVE \
BURTON LANE ~uu~~i ,,~p~au~ggp~
PROP05Ep PROPOSED E NCARO ~a .,..•..,,,qr I, 200 P51 WATER LIN ~ ~4 J .S~S
10" PVC, 5DR 21, 200 PSI WATER LINE 10" PVC, SDR 21, 200 P51 WATER I GE SP LT ROA 5' MIN, FROM ED OF A HA D 13o•eo '4 ' ;QQ; F .,~~5 t F. - o : ~oR o~qr .
120.12 12246 720 DEEP BOTTOM ROAD s F'~•
670 DEEP BOITOM ROAD 121.48 125.60 6TB DEEP BOTTOM ROAD 123.84 696 DEEP BOTTOM ROAD ~ NCSR 1977 ~ . ~IC~ - ~ NCSR 1977 ANGOLA BAY ROAD ~ r
EXISTING 688 DEEP BOTTOM ROAD CWA 6' WATER LINE ~ ~ 197
PROPOSEp \ R/W 110" GATE VALVE 8 BOX ~ \ l V. t~ ~N,~~~~~~~?
I EA 10" 45°IBEND, DI \ ~ ~'~~a~iu,N~P
I EA 10" 22 p BEND, DI 2 EA 10" 90° BEND, DI R/W
REVISIONS
30 LF I6" DRYBORE WITH 16" STEEL CASING, MIN, THICKNESS 0.250" AND
10" PVC, 5DR 21, 200 PSI WATER LINE
TRICT D DIS Y WATER OUNT C
T N . 40 -WATER DISTRIBUTION AND BOOSTER PUMP STATION CONTRAC 0
P N lean Water Pro~ect For Water System Improvements 1999 C 1
O
O z Z DUPLIN COUNTY, NORTH CAROLINA
O m 0
m N z INC. McDAVID ASSOCIATES,
W W 4 Engineers • Planners. Land Surveyors
C7 0 0 Formville, N.C. . Goldsboro, N.C.
0 0 x INC,
a z m DWG. BY SRC/GB SCALE -r'=100' DATE APRIL 6, 2000 SHEET 16 OF 47
w x
0 co D - 789 RED

MATCH LINE zs•oo
R/w
A/W
T
25.80
i
~
23.96 DIRT DRIVE
MAIL BO%/224 STOKESTOWN ROAD
\ R/w
~ ~ NCSR 1979 ROCK ROAD
NOT IN CONTRACT A/W~ PROPOSED
\ 6" PVC, SDR 21, 200 PSI WATER LINE
w/M's
EX. BLOW-OFF \ \ \ \ 21.28 TEL
TEL \
/ ~ 21.08 ~
\ !y ROCK DANE
9.06
2+32 &00 14T 6TOKE6TOWN ROAD KM6 11.52 115 STOKESTOWN ROAD 131 STOKE6T0'NN ROAD 153 STOKESTOWN ROAD L~9 STOKE6TOWN ROA 11.52 ~ PROPOSED 159 STOKE6TOWN ROAD ~ I EA 6" GATE VALVE B BOX
NCSR 1827 DEEP BOTTOM ROAD W,M I.I6 \ 109 6T01(ESTOWN 5+24
NOT IN CONTRACT ~ AoAD FLOW
PROPOSED ~ COUNTY OF DUPLIN 10" PVC, SDR 21, 200 PSI WATER LINE CN 20
~ T IB'ASPHALT ~ 17.84 ROCK DRIVE i
\ 2.56 4,84 6.20 6.72 9.20 10.44 Ib80 \ O•M ROGC DWVE ROCK DRIVE ROCK DRIVE GIRT OPoVE ROCK DRIVE ROCK DRR/E ROCK DPo Ib80 12.20 ROCK DANE FARM PATH
CNA EXISTING ~ IB' CONC DRIVE 4" PVC WATER LINE 1 R/W ¢ 22+64 IT+84 218 STOKE6TOWN ROAD
- \ R/W ~ .s4:. BARN ~ ~ ~ 15.40
~ _ . _ NCSR 1980 STOKESTOWN ROAD R/W MON/TEL W 30'
~ W w a IT•12 190 BTOKE6TOWN ROAD
\ COUNTY OF DUPLIN' 20 ASPHALT ~ 10.60
CN 2D ~ Ww FARM PATH 6+24 24' ACP \ , I+60 .N92 3.44 3.60 TEL/PP TEL 12.08 24' ACP DRAIN, f-2't G/C WOOD RAIL
\ \ i ~ TEL 14' CONC TEL/PP 15' CONC \ ~ ~ ww's anvE DRIVE 60, ~ 16' MAX. PROPOSED P~ PROVIDE FENCE
A/w ~ E 6" PVC, SDR 21, 200 PSI WATER LINE RIP -RAP ~ ~ -aoo~ CHE RIP -RAP /GRAVEL FILTER CHECK DAMS 14.20
CWA EXISTING ~ i i ~ 5' MIN. FROM EDGE OF ASPHALT 6' PVC WATER LWE - 15 MAX. f FARM PATH
/ FLOW \ ~
\ 2.48
FH ~ R/W BESSIE 8 ROSCOE FLLYAW 6p' R/W 116 STOKESTOWN ROAD 3,92 FfT61E1.L BPotKLEY
3.44 122 STOKE6TOA'N
FY~T ROAD ~ 2.24 15.20
0+00 \ 24' RCP DRAM 2't G/C PROVIDE PROPOSED BARN
RIP -RAP /GRAVEL FILTER 2 EA 6" GATE VALVE 8 BOX 13.60 SHELTER
CHECK DAMS I EA 10" X 6" REDUCER, DI
FARM OPERATION
CSR 827 DEEP BOTTOM ROAD ~N I
PROPOSED
~ 10` PVC, SDR 21, 200 P51 WATER LINE

~ 1 R/W 1
WOODS PATH
JO,og IB'A6PHALT
R/Y1 - - -
MATCH LINE NCSR 980 STOKESTOWN ROAD ~ 26.00
W w w 44.84 W0005 PATH
-~~=~-a R/W WOOD RAL ~ ' 36«40
26+32 ~,ap FENCE FIOw ROCK DNVE FARM PATH PROP05ED TEL/PP RACK DRIVE GATE
60,y~ I EA 6"GATE VALVE
3a.oo 16' MAX. 8 BOX FLOW FLOW w
3z.w 30' RCP DAARrt i/C 43.52 1~ GATE ~ ~
DIRT DRIVE R/ly 40.40 _ _
26.92 PROVIDE PROPOSED 2ao sTOKESTOwe ROAD RIP -RAP /GRAVEL FILTER 3a.6o 6" PVC, SOR 21, 200 PSI WATER LINE za• RCP DRAM r: ac 26+80 CHECK DAMS 260 STCKESTOWN ROAD 5' MIN, FROM EDGE OF ASPHALT 'RCP DRAM f! C/C
ROCK DRNE PROVIDE RIP -RAP /GRAVEL FILTE PROVIDE R aT.s4 W MATCH LINE ~P /GRAVEL FILTE TFl 50.00
CHECK GAMS CHECK GAMS
R/W
FLOW
47.66 IB' RCP DRAW, I': G/C
PROVIDE
RIP -RAP /GRAVEL FILTER CHECK DAMS
`~111lllflty~ REVISIONS
~
4 .r~ ~ .~0
:Q • . ,
S 0 w ~ • ~
i •
~~1+1 ~ L~ 1111 /1 11 TRICT D 1 1 IS 1111 WATER D TY COON
- TER DISTRIBUTION AND BOOSTER PUMP STATION CONTRACT N0.40 WA
~ 1000's t N 11111111111 46.52 Water Pro'ect For Water System Improvements
o ~1 5 p~ 1999 Clean HUNTING CLUB HOU E ~ _ MN+~ _
0 z J ~ DUPLIN COUNTY, NORTH CAROLINA
360 WATT Q ~ OAT ;~tG E Z - .Z= p
0 230 STOKESTOV M ROAD 0 co • SE L
N z w ~S 1OW72 . McDAVID ASSOCIATES LN .
w C7 . fir. 49 111• Engineers • Planners* Land Surveypt
0 h~,+a+N+++ C. 71~e Formville, N.C. • Goldsboro, N.CDWG. BY KWB/GB SCALE I°,100' DATE APRIL 6, 2000 SHEED - 789 RED
00 I a IN
z w
x
0 N

79.26 ROCK DRIVE
~ MATCH LINE
65.&1 FARM PATH 69.32 FARM PATH ~ 80.00
IB' ASPHALT
- - - _
n W RlW
6D.12 NCSR 1980 STOKESTOWN ROAD FARM PATH
W W yr W
i
57.32 ~ 36" RCP DRNN, 3' - ~ ! G/C 66x12 69.60 74.76 FARM PATH FARM PATH
~ 62.36 FARM PATH PROVIDE TEL / pp 16' MAX, RIP -RAP /GRAVEL FILTER sD' R/w FLOW
CHECK DAMS PROPOSEp
i i' - 6" PVC, SDR 21, 200 PSI WATER LINE 6s•IZ 5' MIN. FROM EDGE OP ASPHALT ROAD
42" CMP DRAIN, 2' t G/C
PROPOSED 2 EA 6" GATE VALVE B BOX PROVIDE RIP -RAP /GRAVEL FILTER
I EA 6"X 6" TEE, D. L CHECK DAMS
3'!G/C I EA FIRE HYDRANT, 4 I/2"
P
56.28 FARM PATH ~
FLOW
f ! G/C
/ 56.28 FARM PATH
TOBACCO BARNS /
55.16 FARM PATH
3' ! G/C ~
54.80 ~ FLOW 24" RCP DRAIN, 3' - 7 ! G/C 2' ! G/C
PROVIDE ~
RIP -RAP /GRAVEL FILTER CHECK DAMS
PROPOSED
6' PVC SDR 21, 200 PSI WATER LINE 5' MIN. FROM EDGE OF ASPHALT ROAD
i
/ ~
Rb.84 624 6TOIfE6TOMIR ROAD
I
1 109.72
ROCN DRNE
50.76 TE1. R/W 1oa92 MATCH LINE
Ilo•oo
50.40 GIRT DRIVE 346 STOIO7TOMA1 ROAD
rc ss•7s T 24' RCP DRAIN, 7 t G/C IB' ASPHALT _ ~
3 PROVIDE loz.lz ~ ' ~ W RIP -RAP /GRAVEL FILTER ROCK DRIVE ~ 109+72
MATCH LINE CHECK DAMS loe.ae ROCN DRIVE m.
50.00 ~ /
loess ~ ~ i , ROCK DRIVE
~ II0+00 W ABANpONED
~ ~
/ ~ ~I 106.96
i ~ ~ ~ ~ FARM OPERATNNI
101+84 ROCI(DR1VE
92.12 97.00 36' RCP DRAIN, 2'- 3' ! G/C FARM PATH 97.00 'W FARM PATH ~ ~
PROVIDE / / /
RIP -RAP /GRAVEL FILTER / CHECK DAMS 106.44 i T PROPOSED
6" PVC, SDR 2~ 200 PSI WATER LINE O x6.92 5' MIN, FROM EDGE Of ASPHALT ROAD
Op0 a ~OI~ ROCK DRIVE
w 97.68 101. 4 ~I TEL. 6B8 SfOKE6TOWN ROAD
BWI2 CASE FARMS / C/0 MICHAEL PARKER B~~y ~ ~ C y ~OK4
/ 0 ~ ~g8
/ sl.eo / 9x.36 DIRT DRIVE DIR7 DRIVE .36 oAryE 99d2 PROPOSED
85.76 , i ?pcNAEL P~ I EA 6" GATE VALVE B BOX
ROCK DRNE e9,24 ORT ORME 94.92
_ ROCK DfdVE
R/W I~ I ~ MATCH LINE ~
_ _ _ _ ` ° ~ ~ ~ br. 16' MAX, 95+72 80.00 W 564 S70KESTOwN ROAD
w 60' R/W V ROAD
_ r ~ - 89.28 T T
R/W DIRT DRIVE 90.20 90.52 ~ 69.44 ROCK DPoVES FLOW REVISIONS
FARM PATH R/W YON, T ,~~Il i u .l l l lll~f
30' ~ PROPOSED PROPOSED 93x72 ~•''~HCAgp
I EA 6"GATE VALVE 8 BOX 6" PVC, SOR 21, 200 PSI WATER L!E 96.72 ~F,ss~ ~ 0
5' MIN, FROM EDGE OF ASPHALT ROAD 9o.T2 53B S7gCESTOWN ROAD ~ • Q, ' ~Q
90.00 . S s
334 STOICESTOWN ROAD ~ • • • e.•
G ~
--`ATV~~~',,,• TER DISC RICT D COUNTY WA
~IIH1111111j114
a N CONTRACT N0.40 -WATER DISTRIBUTION AND BOOSTER PUMP STATION
O O O "N 1999 Clean Water Pro'ect For Water System Improvements
2 .aSOC~.. ~
DUPLIN COUNTY. NORTH CAROLINA
0 0 Q~~ pf~ORAt • • G F Z :v n
co y z EAL
w w I +~s . McDAVID ASSOCIATES INC.
0 0 ,
0 0 I 9 ,r Engineers * Planners* Land Surveyors
IL z m .C. • Goldsboro N.C. N+Nnuu Farmy ille N INC.
w x [DWG. BY KWB / CED SCALE 1":100' DATE APRIL 6. 2000 SHEET 18 OF 47
m 0 y
D - 789 RED

i i
13as2 13z+Iz
731 STOKESTOWN ROAD 735 STOKESTOWN ROAD 400' T
Izzze Iz3.zo Iz3as Iza.oo BARN ~flAW
128+76 LITTLE BIT LN. DIRT DPoVE 18' ASPPALT
128+16 123.48 FARM PATH ASPHALT ENDS ~ 400' ~ T
121.64 DIRT DRIVE ROCK DRIVE R/W
n ~
i i _ i
N S 8 STCIGESTOWN ROAQ 16,E C R19 0 FARY PATH ~ i
W R/W .0' R~ \ TEL / PP
_ Izlsz i Izz.n Iz8.4a - TEL. / TOgp~O Iz8.2O TEL. [phone]+52 131.64 133+56 MON, TEL. 12&04 12&80 DIRT DRIVE FLOW DOT ~ \
aa~+ DIRr DR1vE 18' MAX DRT DRIVES SIGN 133+80 \
Izz.oz FARM PATH STATE MANT. T ENDS T
60' R/W i ~ MARILYNS' LN.
i ~ PROPOSED PROPOSEp
I EA 6" GATE VALVE B BOX 6" PVC, SDR 21, 200 PSI WATER LINE :R LINE LT ROAD 12e.fia 13o.zo I I 133+92 I I
W I 5' MIN FROM EDGE OF ASPHALT ROAD 18.84 FARY PATH
1382 PROPOSED 30^ RcP DeAw, r: o/c ~ ~ 2 EA 6" GATE VALVE 8 BOX
I EA 6"X 6" TEE, D.I.
P~ I EA 6" PLUG, D1. I EA FIRE HYDRANT, 4 V2"
PROVIDE
MATCH LINE 128.40 RIP -RAP /GRAVEL FILTER CHECK DAMS
uaoo
aiw
! Qc 500' !
T T
132+64 133.92
Nlultn R E VI S 10 N S
`~a OP
,,eo
.t w w
`F, 1
R ,.ticr Qa` F 5, ~
~ . L~ ~
//IN11111111111 TRICT D R DIS TY WATE COON
40 -WATER DISTRIBUTION AND BOOSTER PULP STATION CONTRACT N0.
N O 11111~M lean Water Pro'ect For Water System Improvements
0 .aS0e../'~. 1999 C l
0 Z d,~10P•,N• CAROLINA
DUPLIN COUNTY, NORTH • (tA
0 roftPOR4t~ .
0 m
to 2 W Z s• INC. ASSOCIATES, a
W m McDAVID
0 9 % Engineers • Planners•Land Surveyors W/y~ •
0 I IL INC, Farmville, N.C. • GoIdsboro,N.C.
2 m w DWG. BY KWB CED SCALE I" =100' DATE APRIL 6, 2000 SHEET 19 0 F 47
I H 7 /
0 N D - 789 RED

DCWD-D EXISTING
lo' Pvc, SDR 2l 200 PSI WATER LINE NOTE: PROPOSED TIE-IN TO EXISTING WATER LINE,
PROPOSED
3648 pC 41 R EXISTING 31+12 Wy FIRE HYDRANT, 4 V2" 2 EA 10"GATE VALVE B BOX I EA l0" 6" TEE, DI
10" ~ 6' TEE, DI 10" GATE VALVE B BOXES I EA 6"GATE VALVE 8 BOX E
10" PLUG, DI r I EA FIRE HYDRANT, 4 I/2" , MP~C •Do
PROPOSED PROPOSED ~TC~+25 ~ 20 10" PVC, SDR 21, 200 PSI WATER LINE Oo
10" PVC, SDR 21, 200 PSI WATER UNE 5' MAX FROM EDGE OF RIGHT OF WAY g6 TELE, ~
I . oa 5' MAX FROM EDGE OF RIGHT OF WAY TWO 8' z B' CONC. DRAIN SECTIONS, 6' t 0/C p.D' ~ ar'
33 + PROVIDE
DIRT PATH RIP -RAP /GRAVEL FILTER 11 • Dz CHECK DAMS 5' MAX LOGGIN4 PATH 5' MAX
I TO WOODS ~~R%W 10 + 12 20+IZ ' F.O. TELE. 20 ~ ~8 ~p~PL'f
~ ~ I I FlBER OPTS 21/2' DITCH 25' F,O. TELE, ~ 2' DRCH 26' ~ W TELE, 2' DRCH 26' ~ v ~
w IGNWA 4 41 ~ 26.8 RTER
NC 41 HIGHWAY NC 26+68 KANE CP ~ TELE. LA
R/w
23 . 8B TELL.
~ e.6e 11 D,qT 60 GATE TELE. 20' ASPHALT \ /
1 PATH 1.84 F PATH TO ~ ~ 60' R/W
L WOODS 60' R/W ' 0
W TELE,
II
1 1 1
32.60 1 ~
PROPOSED PS W TER LINE ~ NCSR 1827 10" PVC, SDR 21, 200 I A
DEEP BOTTOM
ROAD
R/w 1 ~ 1
44.78
MAILBOXES MAILBOXES
- 169 DIXON Li - 171 DIXON lA - 169 DIXON LANE - I71 DIXON LANE
- 173 DIXON Ll - I73 DIXON LANE
I
I I
3692 NC 41 HWY,
362J NC 41 HWY, 32.62 43.44 61.52 VACANT
30" RCP DRAIN, 7 ! AIC PROPOSED 66x96
PROVIDE 10" PVC, SDR 21, 200 PSI WATER LINE 5' MAX FROM EDGE OF RIGHT OF WAY
RIP -RAP /GRAVEL FILTER CHECK DAMS I ~ 61.60
I ~ 24" RCP pRAIN, I' s G/C
5' MAX PROPOSED 44 • T8 44 . T8 20' ASPHALT 61 + 24 PROVIDE DIXON LANE T DIRT DR. RIP -RAP /GRAVEL FILTER 66.60
M I EA 10"GATE VALVE 8 BOX DIXON LANE ROCK DR, ATCK UN f 2' DITCN 23' ~ 36 r 44 3O + Op ~ 3' - 4' DITCH 26' E F.O. TELE. 3' DRCH 25' 4 ROCK DR, DIRT DRIVE CHECK DAMS 56.36 DIRT DR.
3' DITCH 2fi' ~ 2' DITCH 29' ~ F.O. TEl 2' DITCN 26' ~
w - MATCH LINE
_ _ G W NC 41 HI H A w 41 HIGHWAY - • - 60+00 .
OIR7 DRIVE 31+64 45.08
TELE, p TELE. 46.08 60.40 TELE, 66.60 58.04 TELE. 48.88 49 + 66 ROCK DR, ROCK DR, TELE. 69 . IB
l 43.36 ROCK OR, 14' CONC, F 68 + 48 14' CONC, DRIVE 1 L ROCK DR, DRIVE
T W 60' R/W 15' ASPHALT DRIVE 44.68 ROCK DR. 44.88 0 ROCK DR. W
T
30.00 30.96
31.64 66 a 96 5B . 46 69 + 48
44.44 49 + 88 3663 NC 41 HWY. BUILDING 3556 NC 41 HWY, TARHEEL AUTO SALES
3631 NC 41 HWY. • e/o BOBBY D. CAVENAUBH 63.32 3899 NC 41 HWY. 3683 NC 41 HWY.
42.72 3633 NC 41 HWY,
T
43.44
3639 NC 41 HWY. REVISIONS
'~~~IC~ ~ri:::+'
~ ~ ~55~
. p y 'Q
•4
.F ' , TRICT D ~ DIS WATER . ~ NTY . ~ COU
y%FR ~~4~~`' TER PUMP STATION
Ty, LE 1~` CONTRACT N0.4O -WATER DISTRIBUTION AND BOOS ~IIINIilllllll
ter Pro'ect For Water System Improvements 1999 Clean Wa 1
1 ,j'%p....w'
50 DUPLIN COUNTY, NORTH CAROLINA C'
N~,•• F
s j 0AP0RAr, G F2
E 0 McDAVID ASSOCIATES, INC.
rn n SEAL n
0 1972 . Engineers .Planners. Land Surveyors 1 G.
ti c a INC, Farmville N.C. • Goldsboro, N.C.
c MMINN/~~ F G. BY SCALE PA TE SHEET OF 47
m v v KWB/PB/DM/MW I :100' APRIL 6, 2000 20
O D - 789 RED

Y , _ .
ICHAEL R.CAVEWYUGN ~ AUTO M 3460 N T41 H CpVENAUGH S
~ p6 SHOP 15gP7~TION 77•BO
74 7 30" RCP DRAIN, ! G/C PROVIDE
RIP RIP -RAP /GRAVEL FILTER
CHECK DAMS PROPOSED
:i' MAX 10" PVC, SDR 21 200 PSI WATER LINE 5' MAX. FROM EbGE OF RIGHT OF WAY
\ ' ~ TREES 76 +UR PROPOSED 4 DRCH 20' ASPHALT 44' ~ I EA 10" GATE VALVE B BOX 4' DITCN 43'
qRf 78.00 P.O. TELE -BT • 38
2' DITCH 24' ~ ~ DIRT DR _ _ 9 F.O. TELE. - ~
II _
it NC 4~ H~GHWAY MATCH LINE
U - - _ ~~0 90.00 ~ ~-f - o - 1-r
78.64 ~l p 79 I I ~ 1 ~ 1187.92 1 1 R/W
~yg 77+12 ROCK DR. 77 + 12 L TELE. BO •8B 87.28 BT • 06 DIRT OR. 88.64 ROCK DR. 0 ROCK DR. DIRT OR. TELE, ROCK DR.
0 PVC E DR 21, 200 PSI WATER LINE ~ ~ 7a • 72 W
5' MAX. FROM £RGE OF RIGHT OF WAY ',LTG TGA 80' R/W
i i T
Z•6a ~ tG~C 78.52 CP °ap1H ~ 2' DITCH 25' ~ 3475 NC 41 HWY, 1.62 87.66 3417 NC 41 HWY. INER
2^ a PRO~~OVEI.f~ 5' MAX ea P~A~4 IC 41 HWY,
~ ARP p~'S ~ 6B • 20 ~ RPp ECG p 16 ZED 89+12 3405 NC 41 HWY.
R1P C~ ~'s~ 79.60 3409 NC 41 HWY.
f ~
6° . 52 f S °f C P~Oi"'
2A P PR0~10~E~, F ~ GRP PM5 a"`~ ~
EtFP~EC~ 0 I ~ ASP G
PROPOSED
I EA 10" GATE VALVE B BOX ~ ~
~ II
60, R!'N
~ ~i If
~ ~0 w
~,NE u
P~O~ o 60 . o R~vl e
0
vl
33e0 NC 41 HWy,
98.36 PROPOSED T
60 LF DITCH CROSSING WITH 10" DUCTILE IRON PIPE, 113.20
CLASS 350, BOLTLESS RESTRAINED JOINT WATER LINE WITH RIP RAP ON SLOPES
LfROY W 119 + 44 18" RCP DRAIN, 2' ! G/C
36" CONC. DRAD1, r ! G/C BOX 7p1AM5 94.16 gb.36 PROPOSED PROVIDE WILLIAMS RIP -RAP /GRAVEL FILTER
4' DITCH 44' ~ I EA 10" GATE VALVE 8 BOX iIMEB 3304 zC 814 WY• 113 + 90 CHECK DAMS
MAT ~W T I EA 10" x 6" TEE, DI Cy ~~N sa+eo I EA 6" GATE VALVE 8 BOX 30" RCP DRNN, 3'-4' ! 0/C
so ~ op f ~ \ I EA FIRE HYDRANT, 4 I/2" PROVIDE RIP -RAP /GRAVEL FILTER
PROPOSEp CHECK DAMS I1a.62
r olrcH t4' t 10" PVC, SDR 21, 200 PSI WATER LINE INE F DIRT DR. 117.72 AY ( ~ 04 TREES I 1 2' DITCH 25 ~ F.O. TELE.
PINES 30' ~ ga ~ 6 5' MAX. FROM EDGE OF RIGHT OF WAY \ ~ I DIRT pR 0 113 ~ v - - - A/W ly 1T CONC. ROCKS
I 5' AX I ~ 96.32 99.36 20' ASPHALT DRIVE ~ ~
9~ ~ ~ ~ ROCK DR, I I ~ DIRT DR. 7ELE. 2' DRCH 28' ~ Rook nq - - I 2'DRCH23'~ PA.'~• " II MATCH LINE
o2+aa r - ~ ~ Izo. o0 - -
p IR7 OR ~ ww
o - NC 41 HIGHWAY - - w 9a ~ I - ,8- o u7.24 f _ 113.60 ~ ~ p3 • B4 ROCK DR. L
r ROCK pR 98. M - - 33g~H. as TE1F, ~ ~ ~ 1 TELE. IIEMANUEL p
oa'HWy, ~ ~ 10 •68 I I I I LANERMAN W 7 1~ T TELE 110.60
0 loo+6e DIRT DR. 5~ , , / ~ ~ ~ ~ 116.20 IIB • 76
g3' 21 PATH 60' R/W / ~ ~ TO WOODS ~ ~ l ~ 3295 NC 41 HWY. 3289 NC 41 HWY. POND I 112.88 114.52
as ~ 36 98 + 20 OLD eUILO6N0 106.96 3296 NC 41 HWY, OLD BUILDING
FARM OPERATION TWIN OAKS T
NASHJOHNSON c/o EARL HANCHfY IIO . 80 ggpVICE CENTER C. HALL pLUE METAL BLDG.
3313 NC 41 NW's.
I I6 . 80 T
T
pa . oe
112.88 120 EM AN LN. 119 fNANUEL 6pepRM
SPEARMAN LN.
REVISIONS
,,Illlllllllll/lf
Cia IAI
4.•'ES F 0 9 2
e° .Q ~
5
• ~ r ~
'~.F ' Y WATER DISTRICT D .a ~ COUNT E. . ~ !N..• y. '
+,,1 V, tE CONTRACT N0.40 -WATER DISTRIBUTION AND BOOSTER PUMP STATION
+aNl~la`
iQQQ f`laan water Prnipr_t Fnr Water Svstem Improvements
g9O(~1DUPLIN COUNTY. NORTH CAROLINA
1? 4r
s
E p 1 JppPOR4r# Z
m s McDA .ID ASSOCIATES INC.
0 M V- . Engineers . Planners • Land Surveyors ,4-.-.61,1972
Formville N.C. • Goldsboro, N.C. 9 INC.
'w'kVlWe-* ~MNn
m [DWG. BY SCALE 1--=100- DATE APRIL 6.2000 SHEET E1 OF 47 KWB/P /DM/MW
0 D - 789 RED

R/W
N~ 50 R,W HwaY
HAG
FLOW
PROPOSED
10" PVC, SDR 21, 200 PSI WATER LINE
PROPOSED ~rl
10" PVC, SOR 21, 200 PSI WATER LINE
~ P`{
G'~ ~ ~1 ~
A~
G~PY . \`G T N~ also I ~ ~
13' 137 + 32 312 Iqa ~ ~ I
T I. T T 131 a 32 /
136 + 44 136.44 ~ 4• r20 147.66 ks IA6 TELE.
IAa•r( pR' F,O.TELE.
p\P \ ERY
~EMET 6.24 X16 •
13 Ik3 ,IE1.E f Q~
A~r2
3186 NC 41 H4NYIAY 136+4 ' 3186 NC 41 HIGHWAY 12 136.44 ' 5 ~ 1 DEL ,
I~ $p~C~2 W ~ II FILIAL \
3226 NC 41 HIGHWAY 127.60 129.36 ` ORE~~ TION / INS ECTION 3TA 16 I 6q . Ia3 SELE.
24' RCP DRAIN, p t C/C X37 r 32 137 " ~ f 0, I
PROVIDE ~psEPH RIP -RAP /GRAVEL FILTER PROPOSED LAHIER ~ ~p6EPH LAMER
CHECK DAMS 10" PVC, SDR 21, 200 PSI WATER LINE LANE ~ I LANE °t,°C 1 3r~a, PROPOSED ~ ~ ,a p
PROPOSED 5' MAX FROM EDGE OF RIGHT OF WAY c C OCK AREA a@~ ply I EA 10" GATE VALVE 8 BOX I pa~ R k o g°~~ I EA 10" ¦ 6" TEE, DI
I EA 10" GATE VALVE 8 BOX 5' MAX 129 + 36 20' ASPHALT I ROCK DR. 1 6 c,~ ~ ~o ~ I EA 6" GATE VALVE 8 BOX ~ o A, I EA FIRE HYDRANT, 4 I/2"
127.62 I 133.18 2' DRCH 2S' E FARM PATH F.O. TELE. 7 DRCH 23' Q a Qp1O I EA 10" 45• BEND, DI ~d
R/W a~ I EA 10" 22 I/2• BEND, DI
- Ir - o
uNE - - - NC 41 HIGHWAY r MATCH r 6e 1 TEL~•
120.00 - -
~ I F p/W 123 + 72 129 + 36 L 124.88 TELE. p TELE. 0 1 F 137 r 52 ~ ROCK OR. 0
ROCK DR. TELE. T-7 L W TEIE.T-7A p W
i W
60' R/W
08
/ / / 24' RCP13DRAIN.87 ! C/C ~ PROVIDE t i/C lql r
qlp _ Rµp /GRAVEL FILTER . FILTER 136 r 80
CHECK DAMS i r g8
TRI -COUNTY ASSEMBLY Of COD Iv~OpN•(
3237 NC 41 HIGHWAY
11111111/1, REVISIONS
'~N C
~~'~"s5 0~ ~
:Q Q
A s' 3
Q~?~
•NQI 6E.• Q
1j1NI IIH+~~ COUNTY WATER DISTRICT D 11
CONTRACT N0.40 =WATER DISTRIBUTION AND BOOSTER PUMP STATION
.~~11NU11M1a_ 1000 (`Inman W~>}nr Prninrt Gnr 1N~tcr Cvetom Imnmvc?mantc
41 DUPLIN COUNTY, NORTH CAROLINA
tp • i R 1w
0 s GO AT it ; s
e s •~s sC> t SEAL,
0 McDAVID ASSOCIATES INC. , , 1972
U C •G~ 4-M 9 ` Engineers • Planners • Land Surveyors
C INC, Farmville, N.C. . Goldsboro, N.C.
G m
y u DWG. BY ----TSCAL I" =100' DATE APRIL 6. 2000 SHEET 22 0 F 47
L KWB/PB/DM/MW
D - 789 RED

PROPOSED 500 LF CREEK CROSSING WITH 12" HOPE, IPS, SOR 9, 200 PSI WATER LINE INSTALLED
BY HORRONTAL DIRECTIONAL DRILLING AND 10" DIP, CLASS 350, MJ WATER
LINE WITH GRIP RINGS INSTALLED BY OPEN CUT
AITERNaTE
400 LF CREEK CROSSING WITH 10" DUCTILE IRON PIPE, CLASS 350, BALL JOINT WATER LINE
WITH RIP RAP ON SLOPES
IT.o4 THREE 7'lHl X I I'IWI CONCRETE SECTIONS
BOX DRAIN 3'! G/C B' CONC. WING WALLS
PROPOSED
PROPOSED e.ao 10" PVC, SDR 21, 200 PSI WATER LINE
40 LF 16" DRYBORE WITH I6" STEEL CASING, MIN. THICKNESS 0, 250" 5' MAX, FROM EDGE OF RIGHT OF WAY
AND 10" PVC, SDR 21, 200 PSI WATER LINE PROPOSED
I EA 10" GATE VALVE 8 BOX 20' X 300' EASEMENT
2 EA 10" 45°I BEND, DI T I EA 10" 22 z BEND, DI 5' MAX. PROP( 7' MIN.
I EA 10" X 10" TEE, DI 60' R/W IEAI( PROPOSED 20' ASPHALT I EA 10" GATE VALVE B BOX PROPOSED
I EA 10" GATE VALVE 8 BOX R/w
s.oo W :r; W 30' MATCH LINE
DIRTDRIVE NC 41 I( NC 41 IG Y ~ 24.DD
R/W PP/TEL 20.04
v~ GUARD RAIL TEL//FO TEL
OVERHEAD
9.96 TELEPHONE
` TEL R/W 1
1 1R/W
~ ~ NC 50 HIGHWAY
FLOW ~a
vC
1 ~ 1• 1 5.16 1 1 1 48' CMP DRAB13'! G/C
1 PROPOSED
10" PVC, SDR 21, 200 PSI WATER LINE PROPOSED
60 LF DITCH CROSSING WITH 10" DUCTILE IRON PIPE
CLASS 350, BOLTLESS RESTRAINED JOINT WATER LINE WITH RIP RAP ON SLOPES

TEL
F.O. TEL

\ k \
OEI~7EAY
P~
C9~ o.oo
TEL F.O. TEL
~ ~G
~ R/w CSR 1964 DURWOOD EVANS ROAD ~N
- ~ ~
R/W F.O. TEL _ - R/W
CWp EXISTING
r \ 6" PVC WATER LINE CWA EXISTING
~ R/W \ 8" PVC WATER LINE
PROPOSED 10" PVC, SDR 2~ 200 PSI WATER UNE ~v~/ ~ \ /
/
PROPOSED 900 LF CREEK CROSSING WRH 12" HDPE, IPS, SDR 9, 200 P51 WATER UNE INSTALLED ~ \ / \ ~ ~ / / ~1P
BY HORIZONTAL DIRECTIONAL DRIWNG AND 10" DIP, CLASS 350, AU WATER LINE WITH GRIP RINGS INSTALLED BY OPEN CUT
~ /
ALTERNATE 800 LF CREEK CROSSING WITH 10" DUCTILE IRON PIPE, ~ / ~0
CLASS 350, BALL JOINT WATER LINE CWA EXISTING; ~ / flFEHYDRANT \
WITH RIP RAP ON SLOPES 6" PLUG, DI / / ~
6216' GATE VALVE B BOX ~ / B' GATE VALVE BBOX
PROPOSED 43.60 J F.O, TEL
10" PVC, SDR 21, 200 PSI WATER UNE 5' MAX. FROM EDGE OF RIGHT OF WAY Q 24' RCP DRAIN, 6'! G/C
/ i
44.36
PROPOSED 20' X B00' EASEMENT 40.00 FO TEL PROPOSED
I EA EMERGENCY INTERCONNECTION
PROPOSED LEA 10" GATE VALVE 8 BOX 8" GATE VALVE 8 LOCKABLE BOX
~ ~ r -W r. _ ~~W NOTE: PROPOSED
t ze.ee TIE-IN TO EXISTING CWA EXISTING 8" WATER LINE
;~:•',..•~,:.I.•, ;o..;:'. ~n:~,.\ 57.96 . ~ i . zG --ANC 41 hpGNWAY ~VAY 37.96 P SE PRO 0 D
~ I EA 10" GATE VALVE 8 BOX
5l~P _ _ - ae.2 3e.zo I EA 6" GATE VALVE 8 BOX 2 EA 10" 45• BEND, DI
32.60 35°fi4 ~ ~ pp 35.40 I EA 10" X 8" REDUCER, DI
/ ~ GUARD RAL CONCRETE BRIDGE RAIL I EA 10" X 6" TEE, DI I" I EA FIRE HYDRANT, 4 p
OVERHEAD TELEPHONE

REVISIONS
PIS ~IIIIII/I
FLOW ~
s. ~tiSS ;QO
PSG ~A° ~y1 M1 P 9 ;n ~ ~
•
i;
•.N ~'',e .~G1N
NORTHEAST CAPE FEAR RIVER ~r NTY WATER DISTRICT D COU V. lE 11,,
INIIII/1 CONTRACT N0.40 -WATER DISTRIBUTION AND BOOSTER PUMP STATION
N O O O 1999 Clean Water Project For Water System Improvements
.e?SOr,
Q rw" ~r DUPLIN COUNTY, NORTH CAROLINA
0 e GOpP0 , 2
0 m co
2 w w S AL McDAVID ASSOCIATES INC.
0 ass C 1 Engineers a Planners* Land Surveyors
0 H 0 'II . C. • Goldsboro N. C. Farmva e , N ,
x a Z INC, §ft ma --j DWG. BY KWB/GB SCALE
w x EET 3 0 F 47 ¦ r 100' DATE APRIL 6, 2000 TS H2
0
N D - 789 RED

f
f
~ NC 41 HIGHWAY
PROPOSED ~
10" PVC, SDR 21, 200 PSI WATER LINE PROPOSED i I EA 10"GATE VALVE $ BOX
D' ~ 1
FO. TEL. 1 '1
PROPOSED 1 3,20 10" PVC, SDR 21, 200 PSI WATER LINE
~ 30• RCP DRAIN, 3' ! G/c 5' MAX FROM EDGE OF RIGHT-OF-WAY
PROVIDE RIP -RAP /GRAVEL FILTER CHECK DAMS
OE
~ 5' MAX 7•Ts ~ OVERHEAD ELECTRICAL LWES 22' ASPHALT
1
0.00 1 1 R/W - - 15.16
~ ~ ` WOODS PATH H
- • - ~ - ~ - NC 50 HIGHWAY - • - - _ I
R/W - - - -
~ it / OE 12.60 \ ~ \ i X ~ / FLOW FARM PATH
CEMETERY ` 6O'R/W
i~ PROPOSED
I EA 10"GATE VALVE 8 BOX 5' MAX
1
TEL. F0. TEL. 1 ` 16.56 FARM PATH 16+56 FARM PATH PROPOSED
~ 1 ~ 10" PVC, SDR 21, 200 P51 WATER LINE
1 ~ 5' MAX FROM EDGE OF RIGHT-OF-WAY
~z 60' R/W oy
NC 41 HIGHWAY ~Gy Wq ~ Y ~
~ PROPOSED
10" PVC, SDR 21, 200 PSI WATER LINE
22' ASPHALT
f
f 24+92 ~ \
ROCK \
DRIVES 24.56 25A6
1 25.40
26+I6 ~ ~ fly
1 '
I \ I
I MATCH LINE 26+40
ROCK DRIVE RAW 30+00
HASH JOFt150N 29.92
ROCK DRME
C/0 TERRY MILLER
29.28 31935-NC 50HWY
PROPOSED
10" PVC, SDR 21, 200 PSI WATER LINE PROPOSED
5' MAX FROM EDGE OF RIGHT-OF-WAY I EA 10"GATE VALVE 8 BOX
aa.ee IC RCP DRAIN, 4' - 2' ! G/C 1e"RCPDRAN?3':c/c 5s,1s FIELpCREST ESTATES
30" RCP DRAM, 4' ! 6/C
PROVIDE LOTS FOR SALE PROVIDE PROVIDE
RIP -RAP /GRAVEL FILTER CHECK DAMS RIP -RAP /GRAVEL FILTER CHECK DAMS RIP -RAP /GRAVEL FILTER CHECK DAMS
sUW MATCH LINE
saoo
44.56 FARM PATH 4' ! 5' MAX 49+36 56+00
FARM PATH FARM PATH ~ i (ilW
PROPOSED
10" PVC, SDR 2~ 200 PSI WATER Ut'E - _ _ 5' MAX FROM EDGE OF RIGHT-OF-WAY - 22' ASPHALT W / ~ 59+06
zr ASPIUU I i ~ ~ FARM PATH t / I. ~ ~ W ~
i z: - ~ NC 50 HIG HWAY-~_
PROPOSED ~ 46.92 - ROCK DRIVE _ ~ ~,.L ~
I EA 10'GATE VALVE $ BOX mow Race 49.44 49+96 ~ ~ C PP
3o.oe aa~a 60' R/W WOODS PATH DIRT DRIVE _ 6 JI ROCK DRIVE FLOW FLOW 54.52 t~
IB" RCP DRAW, 2' ! G/C ~ I' -2' ! G/C 99.60 ROCK DRIVE 54+52
PROVIDE ~ ' ~ PROVIDE RIP-RAP /GRAVEL FILTER CHECK DAMS TEL. / PP TEL. / PP
RIP -RAP /GRAVEL FILTER CHECK DAMS 47+36 3105 NC 50 HWY
5• MAx ~ ~ p`{ SM86 55+40
NW NAG 32+84 r 50 3105 NC 50 HWY 3069 NC 50 HWY Sa.2e
WOOD5 PATH Nv 3075 NC 50 HWY
r: ~
i
MATCH LINE wW n W
1 3aoo , - _ - ` . _ v
35~e u FARY PATH
Z!
R/W 39x68 FLOW 60' R/W TEL, ~I~~~IF~~I~, REVISIONS
FLOW tN CAq~
aj~a•"';' ~ I 6/08/00 D.O.T, REQUIREMENTS AFFECTING PAGES 1? a~a 2, 24 25, 26, 27 B 28
3b0! BARM ~ GI ~ F `S,
~ V . Lf~'~
'"~~~~~~N" R DISTRICT D COUNTY WATE
a n CONTRACT N0.40 -WATER DISTRIBUTION AND BOOSTER PUMP STATION
N O O O 1999 Clean Water Project For Water System Improvements
-~_..ww..._
SO C DUPLIN COUNTY. NORTH CAROLINA Q Ape
0 m ,V
0 m N hopim it
z w w
K McDAVID ASSOCIATES INC. 1~~ 0' Engineers • Planners* Land Surveyors
0 r
I IL z Formville, N.C. 9 Goldsboro, N.C. ~ILL~?~ INC.
m w s ~IMItINN~~ 47
r 0 r WG. BY KWB / CED SCALE I" =100' DATE APRIL 6, 2000 SHEET 24 OF
y D - 789 RED

PROPOSED
2 EA,10" GATE VALVE $ BOX I EA, 6" GATE VALVE 8 BOX
I EA, 10" X 6" TEE, D. I,
Ta64 I EA. FIRE HYDRANT, 4 I/2"
2994 NC 50 HWY
s5ao PROPOSED 42" CMP DRAIN, s a s/c 10" PVC, SDR 21, 200 PSI WATER LINE 80+96 61.08 24' RCP DRAIN, 2' ! G/C 36' CMP DknIN, 3'! G/C
5' MAX FROM EDGE OF RIGHT-OF-WAY PROVIDE
PROVIDE RIP -RAP /GRAVEL FILTER CHECK DAMS PROVIDE RIP -RAP / GRAVEI FILTER CHECK DAMS
RIP -RAP /GRAVEL FILTER CHECK DAMS
60,gp 5' MAX 87.32 22' ASPHALT TEL
FARM PATH 64.00 69+56 T0+88 ~~+48 71,gp 74+76 e2,oe FARM PATH 87.40
FARM PATH DIRT DRIVE ROCK DRIVE IEL, DIRT DRIVE FARM PATH FARM PATH • GATE R/W
R/W ~ W _ - - ~ ~
MATCH LINE - _ _ I - . I ~ - , ~ MATCH LINE
so.oo - • - -I I • - - - NC 50 HIGHWAY U v• 90+00
_ _
R/W - 60+40 75.02 76+48 R/W 76.46 78.52 g~2 64.76
FARM PATH 66+12 GIRT DRNE DYtT DRIVE ROCK DRIVE RT DRIVE FARM PATH FLOW FARM PATH 63.36 16' CONC DRIVE FLOW 67+32 DIRT DWVE iARM PATH
FLOW 60'R/W
85.00 89.68 2927 NC 50 HWY 2907 NC 50 HWY
CEMETERY
64.92 3023 NC 50 HWY
PROPOSED
PROPOSED 60 LF DITCH CROSSING WITH 10" DUCTILE IRON PIPE 60 Lf DITCH CROSSING WITH 10" DUCTILE IRON PIPE
CLASS 350, BOLTLESS RESTRAINED JOINT WATER LINE CLASS 350, BOLTLESS RESTRAINED JOINT WATER LINE WITH RIP RAP ON SLOPES
WITH RIP RAP ON SLOPES
116.56
1o3+6e 109.60 36" RCP DRAIN, C ! G/C 109.66 36" CMP DRAIN, I' ! G/C
60' • CAP DRA81, I' ! G/C PROPOSED 1 EA, 10" GATE VALVE $ BOX
PROPOSED
10" PVC, SDR 21, 200 PSI WATER LINE
PROPOSED 5' MAX FROM EDGE OF RIGHT-OF-WAY
10" PVC, SDR 21, 200 PSI WATER LINE 5' MAX FROM EDGE OF RIGHT-OF-WAY PROPOSED
5' MAX I EA 10" GATE VALVE 8 BOX 10~ FARM PATH Io9.aa uz.so FARM PATH FARM PATH 22' A6PHALT 117.80 118+92
DIRT ORNE TEL.
R/W - - MATCH LINE
90.28 _ - - W - - ry - - TEL w ^7 - I _ _ _ r _ _ Izo.oo
w - ~ - - ~ - - • - , NC 50 HIGHWAY ' II u
u - - - - R/w
MATCH LINE loz.a4 60' R/W FARM PATH FLOW uo.ss FLOW FARM PATH
90.00
90.64 ROCK DRIVE
NCSR 1953 PASTURE BRANCH ROAD
1
PROPOSED ~ ~ 6" PVC, SDR 21, 200 PSI WATER LINE
Izo.zo IzS.eo ~ MEL~s sTrLEs
~A PROPOSED 40 LF 16" DRYBORE WITH 16" STEEL CASING, MIN. THICKNESS 0.250"
4 127+08 AND 10" PVC, SDR 21, 200 PSI WATER LINE
PROPOSED 2732 He 5o Hwr I EA. 10" GATE VALVE 8 BOX I EA, 10" 22 I/2' BEND, D, I.
10" PVC, SDR 2~ 200 PSI WATER LINE 5' MAX FROM EDGE OF RIGHT-OF-WAY ~ ~A+ErERv I EA, l0"X 10"TEE, D, I.
T ~ ~
IzaSO \ ROCK DRIVE Izs.so 5' MAX RocK DRNE
\ 7 I24+2B 2T ASPHALT
TEL
MATCH LINE R/W iz9+so TEL, ~ 132.56 ~I- _ - yV TEL. A
~ ~ x,132+8B
120.00 - • - NC 50 HIGHWAY - - - PP / ~ _ ~ NC 50 HIGHWAY ~ HIGHWAY
~
~ PROPOSEp R/W 10" PVC, SDR 21, 200 PSI SEp SDR 21, 200 PSI WATER LINE tut?c+q~~ R EVI S 10 N S
Izssz _ _ r~- FARM PATH p ~ • ~ k~~
I 6/06/00 D.O.T. REQUIREMENTS AFFECTING PAGES QP
60' R/W 130+56 ROCK DPoVE \ ~ . ` ~n l~?,~ • 2, 24, 25, 26, 27 B 2B vW ~ ~
T PP ~ I •
• •
130.04 ~ ~ •r
T ~ ~W
~'ti N~~
131.04 DISTRICT D TY WATER COON
2711 NC 50 HWY ~ I CONTRACT N0.40 -WATER DISTRIBUTION AND BOOSTER PUMP STATION
n
..ru1W._ iAAA !`loin W~tor pr„~o~t Fnr water Svstem Improvements
NC5R 1953 PA54 URt IiKANGH KVA
I PROPOSED it NORTH CAROLINA ~!t~~ DUPLIN COUNTY,
6" PVC, SDR 21.200 PSI WATER LINE 0 ME ~.1 e-00
0 m £ £ 'I V0 CjoVtP0R4r,*
co 2 W •~i s SEAL
W Q U' IL A McDAVID ASSOCIATES INC. 1074
0 r • 9 G~ Engineers • Planners. Land Surveyors
0 I a V? .Le, Formville N.C. • Goldsboro, N.C. /IN ~
2 x W NIIININ
I r DWG. BY SCALE DATE APRIL 6, 2000 SHEET 25 0 F 47 KWB / CED I" a 100'
0 N D - 789 RED

a
PROPOSED
PROPOSED 1 EA 10"GATE VALVE 8 BOX
6" PVC, SDR 21, 200 P51 WATER LINE I EA 10" . 6" TEE, DI I EA 6" GATE VALVE B BOX
R/W 1 EA FIRE HYDRANT, 4 I/2"
NCSR (953
PASTURE
. BRANCH RD,
~ a.6a
~ CEMETERY
R. L. PICKETT
\ RT, 2, 60% 131 ~ T 2698 NC DO HWY,
0.92 3.12 2648 NC 80 HWY. 24"RCP DRAIN, 2' s G/C 12.12 20.84 22 + 36 24" RCP DRAIN, 2' s G/C
PROVIDE PROVIDE 26 ~ 76 Y s GEC RIP -RAP /GRAVEL FILTER 2a" RCP °RAIN, E
RIP -RAP /GRAVEL FILTER CHECK DAMS pR0`11 vE~ FI~'fER
PROPOSED , CHECK DAMS . RAp / GRAAMS
10" PVC 50R 21, 200 P51 ~ f PROPOSED ~ 10" PVC, SDR 21, 200 PSI WATT WATER LINE ~ 6 ~ o u . oa 2 21, 200 PSI WATER LINE Rlp CHECK O TCN ~~NE d EDGE OF RIGHT-OF-WAY ~ PROPOSED W MA o0
ABANDONED I' a ~ q, 64 9.56 5' MAX FROM EDGE OF RIGHT-i D RT DA. ~ ROCK DR. FARM PATH DIRT DR, 5' MAX 21 + so I EA 10" GATE VALVE 8 80X 30 + ' ROCK DR.
c I ~
R/w RIW - - - - 29 ~ 28
W ~ ~ ~ TELE.
NC 50 HIGHW~ 50 HIGHWAY - 29.g0 DIRT DR.
a ~ - - - _ F . L
PP 4 .16 12.64 TELE. I I 11.60 TELE. 21.96 25.32 I ° I F TELE. I 24.60 ROCK DR. W
5.64 / / g , 20 ROCK DR. ~ 4.28 DIRT DR, DIRT DR. 14.12 ' L 22 + 72 ROCK DR,
~ ~ O~ ROCK DR, / I6'ASPHALT ~ / 6.00 DRIVE W DIRT pR,
7 BARN 60' R/W ~ 8.00 TOBACCO T D/W T 22' ASPHALT
0.00 PROPOSED BARN
T 6" PVC, SDR 21, 200 PSI WATER LINE
1 6.92 13.12 23 + 36 26 . I6 2861 NC 60 HWY, ~
1
1 ~ 14+T2 REDREW OURGANU8 S
~ 4. 2138 NC 80 HWY.
3.82 12.00 1 2684 NC 80 MWY. BARN
1
NCSR 1953
PASTURE
BRANCH RD,
R/W
R/W
i
RT. I, BOX 314 6B . 36
PROPOSED 60 LF DRCH CROSSING WITH 10" DUCTILE IRON PIPE
CLASS 350, 8OLTLESS RESTRAINED JOINT WATER LINE
WITH RIP RAP ON SLOPES
41.38
a2' CMP DRAIN, Y' - 3' ! e/C CHRISTIAN CHAPEL 2480 NC 60 NWY, 2462 NC 60 HWY.
al • 44 a2" cYP DRAW, r • 3': e/c 4T • 12 63.20
30 . oa
PROPOSED PROPOSED I 10" PVC, SDR 21, 200 PSI WATER LINE
10" PVC, SDR 2l 200 P51 WATER LINE 5' MAX FROM EDGE OF RIGHT-OF-WAY 6e+3s
5' MAX FROM EDGE Of RIGHT-OF-WAY DIRT pR, 52.88 4
3e.2a 5' MAX PROPOSED ~ I EA 10" GATE VALVE 8 BOX so . eo 47 + 12 DIRT DR, 63 + 62 ROCK DR, DIRT DR.
ROCK DR, FARY PATH ~ I ~ I 58.48
. R/W TEL R/W
W
MATCH LINE - - • - NC 50 NC 50 HIGHWAY MATCH LINE
so . oo I ~ 60.00 i
R/W I 36. eo 3TELE0a - - ~ 62.44 R/W 69.8
~K DIRT DR ~ DIRT PATH I F TEL 63.04 TEL DIRT DR.
30.80 L DIRT DR, ~ p 69.64
W 38 •92 60' R/W 22' ASPHALT PATH TO WOODS
BARN
3a . 60 B. ARMSTRONG
Yea3 NC 80 HWY.
30.04 38.40 2861 NC 80 HWY. 2837 NC 80 HWY. 63.44 CHARLES W, BROWN
2449 NC 60 HWY.
34.24
NARRY'8 MENS SHOP 2841 NC e0 HWY, a
T 5
~ ~
33.92 t ~ tr
` w.
REVISIONS
I 6/08/00 D,O.T. REQUIREMENTS AFFECTING PAGES '
2, 24, 25, 26, 27 6 26
TD ER DiSTRIC NTY WAT cou
CONTRACT N0.40 -WATER DISTRIBUTION AND BOOSTER PUMP STATION
1999 Clean Water Project For Water System Improvements
DUPLIN COUNTY, NORTH CAROLINA
0 F
0 McDAVID ASSOCIATES INC.
m 0 Engineers • Planners* Land Surveyors
u c 0
a c c INC, Formville, N.C. • Goldsboro, N.C.
~ w m [DWG. BY KWB/RS SCALE 1-=100'• DATE APRIL 6.2000 SHEET 26 OF 47
v u 0
D - 789 RED

64.80
' THE WIILIAMS 2270 NC 50 HWY
81.40
2314 NC 50 HWY
63.36 66+40
84.60 18" RCP DRAIN, 2' i G/C
DIRT DRIVE PROVIDE 7r.ao RIP -RAP /GRAVEL FILTER
63.36 CHECK DAMS R/w MATCH LINE 82.04 2312 NC 50 HWY 90.00
THE HAMILTON6
61.88 T 67«92 (61GN1
2383 NC 50 HWY COOPER 63.36 S.H. BROCK a/W
NINNIE FARRIOR RT2 BOX 142 62.48 2412 NC 50 72+00 81+40
2418 NC 50 HWY i 8Oe44
PROPOSED 63.36 10" PVC, SDR 21, 200 PSI WATER LINE DIRT RP/E 64+28 ~ FLOW
PROPOSED ~ 5' MAX 5' MAX FROM EDGE OF RIGHT-OF-WAY E ~ 82+04 TEL 88.04 Y ~ ROCK DRIVE ROCK DRNE 77+40
I EA 10" GATE VALVE B BOX 63+13 71.72 16~CIONC. 63.88 67.16 DIRT DPoVE 22' ASPHALT I /
62+24 22' CONC. DRIVE ROCK DRNE DIRT DRIVE DIRT DRIVE I ,,r ~ I
R/W I ~ _ _
W ; - - MATCH LINE W 84+80 TEL
- • - NC 50 HIGHWAY 60.00 - • -
' - - PROPOSED 87.44 76+68 2295 NC 50 HWY
R/W 63«36 66+~ ~ 7P28 71.40 76«68 TEL TEL 67.16 TEL ROCK DRIVE TEL TEL 76+eo I EA 10" GATE VALVE 8 BOX ROCK DRIVE
DIRT DRIVE
60' R/W
/ /
67+56
2384 NC 50 HW'! 77+56 78+52 79+40
71.64 T 2365 NC 50 HWY 2343 NC 50 HWY
ABANDONED FARM OPERATION
67.60
R/W
R/W
1
~ ~ NCSR 195 J ~ 4 OHN STANLEY BOSTIC ROAD
• 1 ROCK/DIRT ROAD AS OF 8-30-99 l
1
PROPOSED 96+60 t0" PVC, SDR 21, 200 PSI WATER LINE
2~ ~ ~ Hwr 5' MAX FROM EDGE OF RIGHT-OF-WAY
x>f.eo
9T~44 IG" RCP DRAM 3'! G/C IO7.G0 lor.6o ' CMP DRAIN, 5'i G/C
PROV~ I TWO 60' CAP DRAIN, 5'! G/C I ~ PROVIDE RIP -RAP /GRAVEL FILTER L _ _ _ I RIP _ RAP ON DITCH SLOPES PROVIDE
CHECK DA1iS ON DITCH SLOPES ~ - ~ Ho+oa
Go• R/W 5' MAX 98.20 22' ASPHALT
FLOW DN(T DRNE 101+80 ORT DRNE a•: G/c ~
I PROPOSED 10" PVC, SDR 21, 200 PSI WATER LINE
R/W _ _ T~ - z• I ~ ~ ~
MATCH LINE w
so+oo _ NC 50 HIGHWAY 36' I
3' t G/C
R/w 96.2o IsIGNI TEL 102.0 ~ ROCK ~ BROWN'6 OF CAROLMIA ROLMIA ,
RDfX DRNE ~ ORNE C/0 ANNA HARREIl 104«20 iRE1L I AfiAI?DOHED OLD HOUSE
DMTT DRIVE 1 ~ FLOW
99.00 PROPOSED ~ S ~1~~
84x21 95.12 96.56 9T.24 102.36 • WO)E TRACK FARMS o ~N s~ I EA 10" GATE VALVE 8 BOX H/ Qa~ P
2219 NC 99 HWY FARM OPERATION I EA 10" ¦ 6" TE DI G R/w ~ ~ y\ E. ~ ~ ~ ~ ~ I EA 10" PLUG, DI '4)' + ~ ~ Q~,~
CAROLL'6 C/0 JU.IA BAOCK I EA 6" GATE VALVE 8 80X n ~ ~ ~ ~ ,y, I EA FIRE HYDRANT, 4 I/2" : ~ (y,
I EA 10" % 10" TEE, DI 6 4 ~ "
w ~r,,±>~ 1~ 1912 + T ~ \S ~ G
'~°`+~a ~ MLLE, ~~~a
JII PROPOSED
40 LF 16" DRYBORE WITH 16" STEEL CASING, MIN THICKNESS 0.250" R EVI S 10 N 5 AND 10" PVC, SDR 21, 200 PSI WATER LINE _
I 6/08/00 D.O.T, REQUIREMENTS AFFECTING PAGES
2, 24, 25, 26, 27 8 28
IOH64
R DISTRICT D NTY WATE COU
CONTRACT N0.40 -WATER DISTRIBUTION AND BOOSTER PUMP STATION
1999 Clean Water Project For Water System Improvements
DUPLIN COUNTY, NORTH CAROLINA
s E McDAVID ASSOCIATES, INC.
0 m Engineers • Planners* Land Surveyors a
n 0 0 n IN C. Farmville, N.C. • Goldsboro, N.C.
d c
a c DWG. BY KWB/RS SCALE I" 100' DATE APRIL 6,2000 SHEET 27 OF 47
co ro D - 789 RED
u 0

1 1
1 F PROPOSED PROPOSED
580 Lf CREEK CROSSING WITH 12" HDPE, IPS, SDR 9, 200 PSI WATER LINE INSTALLED 480 Lf CREEK CROSSING WITH 12" HDPE, IPS, SDR 9, 200 PSI WATER LINE INSTALLED
BY HORIZONTAL DIRECTIONAL DRILLING AND 10" DIP, CLASS 350 WATER BY HORIZONTAL DIRECTIONAL DRILLING AND 10" DIP, CLASS 350 WATER LINE WITH GRIP RINGS INSTALLED BY OPEN CUT LINE WITH GRIP RINGS INSTALLED BY OPEN CUT
ALTERNATE ALTERNATE 400 Lf CREEK CROSSING WITH 10" DUCTILE IRON PIPE, 300 LF CREEK CROSSING WITH 10" DUCTILE IRON PIPE,
CLASS 350 BALL JOINT WATER LINE CLASS 350 BALL JOINT WATER LINE
WITH RIP RAP ON SLOPES WITH RIP RAP ON SLOPES
PROPOSED
I EA 10" GATE VALVE B BOX
I EA 6" GATE VALVE B BOX I EA 10" x 6" TEE, DI
I EA 10" PLUG, pl (TEMPORARY)
~ NCSR 1954 JOHN STANLEY BOSTIC ROAD THREE 10' IHI ¦ 15' IWI CONC BOX DRAIN, z' ~ G/c I EA FIRE HYDRANT, 4 I/2"
ROCK -DIRT ROAD CONCRETE BRIDGE DOTE.
CONTRACTOR WHO INSTALLED PIPE LAST SHALL REMOVE TEMPORARY PLUG
AND MAKE TIE-IN.
R~ PROPOSED 10" PVC, SDR 21, 200 PSI WATER LINE PROPOSED / I EA 10" GATE VALVE 8 BOX OVERHEAD PROPOSED
b' MAX FROM EDGE OF RIGHT-OF-WAY ELECTRICAL LIt~S I EA 10" GATE VALVE 8 BOX DCWD - D DCWD - B
~ WALLACE FAMILY LN. CN 40 CN 20
17.12 21.16 T MIN
5' MAX P/P 7' MIN P/P
\ PROPOSED \ VALVE 8 BOX I EA 10" GATE / I R/W - `---E•----- --E •------E-- E MATCH LINE
\ I _ _ 30,00
~ YJ i Nc 50 HIGHWAY---- AY
/ R/W
GAURD GAURD
RAIL RAIL
22' ASPHALT IB,72 19,96
\ 1.12 60' R/W
DIRT ROAD
~ ' FLOW
~ ` ' 0.00
, i FLOW
j ~ ~ 0+6fi ~ ABAtDONED STOCKING HEAD CREEK
/ FLOW ELDE
~1~
PROPOSED
10" PVC, SDR 21, 200 PSI WATER LINE
I
1
DCWD-G-CN20 NOT IN CONTRACT
PROPOSED 10" PVC, SDR 21, 200 PSI WATER LINE
3z.oo TOBACCO BARN 60' R/W
5' MAX
R`W - - ~ NC 50 HIGHWAY • PROPOSED
MATCH UNE W - 30.00 - - - 3 EA 10" GATE VALVE 8 BOX DCWD - G
I EA 6" GATE VALVE 8 BOX CN 20 I EA 10" x 6" TEE, DI MPORARY) ~ NC 50 HIGHWAY
- PROPOSED R/w 10" PVC, SDR 21, 200 PSI WATER UNE I EA 10" PLUG, DI (TE
r+;' S' MAX FROM EDGE OF RIGHT-OF-WAY I EA FIRE HYDRANT, 4 I/2"
DCWD - B CN 20
34.48
Ir coNC o1~ CONTRACTOR WHO INSTALLED PIPE LAST SHALL REMOVE TEMPORARY PLUG 51.eo
36.24 TEL / P/P AND MAKE TIE-IN. TEL
d~
37.16 49 00
~ DI1VE 37.68 DIRT DANE 18 N,3'!G/C
2r ASPHALT 30" RCP DRAM 3' t G/C CONC BLOCK PROVIDE iDE R / az.eo T
3442 WALL 38.64 RIP -RAP /GRAVEL FILTER Ti7' CHECK DAMS AVEL FILTE ROCK DRIVE DAMS Nlpr
39+20 2019 NC 80 HhYY 14' CONC DRNE `,ilipillllllllr/ 03.6D atN SSO
ASPHALT ~ ,,~,~Q g4•Tl` ~I
38.12 WfE TF10NA5 AREA ' ~ ~ r• ~ ~ ~ ~ ~ ORPOgq
2003 NC 90 HWY W ~ ; o;G rF:2s r~ GAS PUMPS ~ • ~ i
`f/~. i i
t'• , • • i c~ 1 • T •
11 39.92 • - ~ •N•N 1ST , ,~,~/9•••bNa••••
1995 NC OO HWY 4~L2 U Dam V lEW ~ M aoaz I a z ''all ~ Iry ~ILLE~
44.00 KUNTRY MART FARM OPERATION IINI 1111111111 1947 NC 50 HWY
DIRT DRIVE REVISIONS
T I 6/08/00 D,O.T. REQUIREMENTS AFFECTING PAGES
2, 24, 25, 26, 27 8 28
44.48 49.84
1973 NC 80 HWY
TRICT D DIS Y WATER NT COU
~ T 40 -WATER DISTRIBUTION AND BOOSTER PUMP STATION ROPOSED CONTRAC N0. P
a n N I 3 10" PVC, SDR 21, 200 PSI WATER UNE r vernents 3 1999 Clean Water Project For Water System Imp o zl I 113
O
O O 2 a DUPLIN COUNTY. NORTH CAROLINA
0 0
m Cl) z NCSR 1961 HALLSVILLE ROAD McDAViD ASSOCIATES, INC.
W W (L Engineers . Planners. Land Surveyors
(7 0 0 Farmville, N.C. • Goldsboro, N.C.
r 0 x INC,
CL z 1 DWG. BY KWB/MW SCALE 1-=1001 DATE APRIL 6.2000 SHEET 28 OF 47
w m r
0 N D - 789 RED

MATCH LINE Is.oo
e
L P
I
19' ASPHALT
ELDER CREEK 3~
FLOW
FLOW
-ii -t
119.24 0.0 ~ BRIDGE 119+24 0.00 PROPOSED ~ BRIDGE 6" PVC, SDR 21, 200 PSI WATER LINE
PK Nl PK NAIL 5' MIN FROM EDGE OF ASPHALT ROAD
19' ASPHALT
27' 15.5' MAX.
19' ASPHALT IIb76 I 0.44 a4a
106.72 - - fir. - - 60' R/W
ROCK ROAD I 1 i ~ - . w - - ~
- - ~ - • - - NCSR 1953 PASTURE BRANCH ROAD ~ w I its ~ 7+32 WOODS PATH
_ 106.00 ~ W ~ ~ _ _ - - _I - OVERHEAD r - c -
) ELECTRICAL LINES ~ 1 7 MIN. 5.48
/ T MIN, OVERHEAD GUARD RAIL ELECTRICAL LINES PROPOSED GUARD RAIL ROCK DRIVE PROPOSED
I EA 6" GATE VALVE 8 BOX
~ 15.5 MAX. 60' R/W I EA 6" GATE VALVE E3 BOX - PROPOSED I
/ PROPOSED 10 X 200' EASEMENT / 6" PVC, SDR 2~ 200 PSI WATER UNE 1
5' MIN FROM EDGE OF ASPHALT ROAD ~ ~
~ D~"D D uz.4o coNCRErE eRIa;E cN ao ` THREE 8' CMP DRAWS, C s G/C WITH 6' CONCRETE WING WALLS .us
WITH SANDBAG HEADWALL6 DCWD B
IOb~ CN 20 NEw ROAD AREA PROPOSED
I EA 6" GATE VALVE B BOX
I EA 6" PLUG, DI (TEMPORARY)
cs~r+l EAGI-E HOMES
LOTS - taw DEVELOPMENT ~ PROPOSED FOR SALE - 50 ACRES CONTRACTOR WHO INSTALLED PIPE LAST 500 LF CREEK CROSSING WITH B" HDPE, IPS, SDR 9, 200 PSI WI
CAVENAUGH SHALL REMOVE TEMPORARY PLUG PROPOSED BY HORIZONTAL DIRECTIONAL DRILLING AND 6" DIP, CLASS SDR 9, 200 PSI WATER LINE INSTALLED VD 6" DIP, CLASS 350 WATER q,B6 6+72
AND MAKE 71E-IN. 420 LF CREEK CROSSING WITH 8"HDPE, IPS, SDR 9, 200 P51 WATER LINE INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING AND 6" DIP, CLASS 350 WATER LINE WITH GRIP RINGS INSTALLED BY OPEN CUT N CUT 1993 PASTIAiE BRANCH ROAD 1967 PASTURE BRANCH ROAD
LINE WITH GRIP RINGS INSTALLED BY OPEN CUT ALTERNATE
Pls~ NOT IN CONTRACT ALTERNATE !ON PIPE,
P P SED 3B0 LF CREEK CROSSING WITH 6" DUCTILE IRON PIPE, RO 0 CLA55 350 BALL JOINT WATER LINE 6" PVC, SDR 21, 200 PSI WATER LINE 300 LF CREEK CROSSING WITH 6" DUCTILE IRON PIPE,
CLASS 350 BALL JOINT WATER LINE WITH RIP RAP ON SLOPES WITH RIP RAP ON SLOPES
/ `
4M00
FARM OPERATION
36'64 37+20 VIVIAN MILLER 161GN) BROWN'S OF CAROLINA
IB2B PASTURE BRANCH ROAD C/O TERRY MILLER
j FLOW 19' ASPHALT 36+64
35+60. ROCK DRIVE R/VI MON, 37+76 36+04
MATCH LINE ~y 16.00 30' ~ TEL, ROCK DRIVE I
45.08
+ _ ~ ~ ISIGNI
- . - - . - ~ - II NCSR 1953 PASTURE BRANCH ROAD - .H ROAD - ~ - 39+36 • ~ FARM PATH W ,
'~'H' W W - - W
- - GATE GATE
26'20 27.20 FARM PATH FARM PATH
Ib.zs 15.5' MAX. PROPOSED 18• RCP DRAW, r s G/c bo' R/w 27.0'? 6" PVC, SDR 2l 200 PSI WATER LINE ~0 PSI WATER LINE
PROPOSED le• RCP DRAW, rv_ G/c 5' MIN FROM EDGE OF ASPHALT ROAI I EA 6" GATE VALVE 8 80X OF ASPHALT ROAD 39.52 FARM PATH
PROVIDE PROVIDE
RIP -RAP /GRAVEL FLTER CHECK DAMS RIP -RAP /GRAVEL FILTER CHECK DAMS
~ \
PROPOSED I EA 6" GATE VALVE B BOX ~
W
MATCH LINE
q_ 45+00
REVISIONS
~a~a~s::~~au~~~i
ZN BAR
~,:DYESS! ;Q@
= f~
~Fti ~ Q
v+ . I TRICT D ERDS ~ NTY WAT . ~E COU
a
N O O CONTRACT N0.40 -WATER DISTRIBUTION AND BOOSTER PUMP STATION
~nnn ni__., lwL.a... D...:.,..i Cnr W~anr QvciFGfT1 ImnrnrvamP(1tS
2 1111111111N/1/ 1UZT7 WCall rra?C1 r1U)G1,1 I U9 .,u4v9 ••••r••,
SSOC DUPLIN COUNTY. NORTH CAROLINA
0
m 0 m obi ptr
N 2 w w ;~.G~ F Z
McDAVID ASSOCIATES, INC. AL:P M:ki
0 1972 Engineers • Planners. Land Surveyors
0 I a INC. Formville, N.C. • Goldsboro, N. C.
Z w ~ILLE+ 111 ~///III IIINI
x 47 DWG[ BY SCALE DATE APRIL 6.2000 SHEET OF KWB / CED I...100. 29
0 N D - 789 RED

I
47.60
1772 PASTURE BRANCH ROAD I
POND
50+52 FLOW 55+92
47.12 48+26 WOODS PATH WOOpSOPATH WOODS PATH TEL. 16' CONC, pRNE J
f; 19' ASPHALT
MATCH LINE ww G - ' ` - r1
45.00 - . - - - NCSR 1953 PASTOR BRANCH ROAD - - • -
w W
- - - ~ ww ~
46.60
FARM PATH 15.5, MAX,
60' R/W
53.48 PROPOSEp ~ ae° CMP DRAIN, P s c/c 6" PVC, SDR 21, 200 PSI WATER LUJE
5' MIN. FROM EDGE OF ASPHALT ROAD
PROPOSED \ FARM OPERATION
60 LF DITCH CROSSING WITH 6"DUCTILE IRON PIPE CLASS 350, BOLTLESS RESTRAINED JOINT WATER LINE ~ 2504 It2505
WITH RIP RAP ON SLOPES
~ 66.64
FARM PATH
\ \ 67+28
PROPOSED
360 LF CREEK CROSSING WITH 8" HDPE, IPS, SDR 9, 200 PSI WATER LINE INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING AND 6" DIP, CLASS 350 WATER \ 68.08 69+00
LINE WITH GRIP RINGS INSTALLED BY OPEN CUT FARM PATH
750 ALTERNATE
BARN 75.60 300 LF CREEK CROSSING WITH 6" DUCTILE IRON PIPE, ABANDONED CLASS 350 BALL JOINT WATER LINE
~ WITH RIP RAP ON SLOPES
MATCH UNE
T
69.00
79.24 Two 72• c~ DRApS, r: s/c
WITH SAND BAG HEADWALLS
7z.oa
1658 PASTURE BRANCH ROAD FLOW
eq.l6 19' ASPHALT 90+48 FARM PATH
FARM PATH R/W
- - MATCH UNE
s5.oo
- . - ' - . - NCSR 1953 PASTURE BRANCH iRE BRANCH ROAD - ~ - - ~ -
72.44 ~ • 1 1 1 1 " r t~ _ w w
DIRT DRNE ` - - R/W
DIRT DRIVE BOd2 ~ PROPOSED rb~eo 7' ~ TEL. 9{x84
10' ~ 200' EASEMENT MIN. Roc~K o~~vE FARM PATH
60' R/w 15,5' MAX. PROPOSED PROPOSED
~ 7z.zs aRT Dw~E PROPOSED I EA. 6" GATE VALVE 8 BOX 6" PVC, SDR 2~ 200 PSI WATER LINE 5' MIN. FROM EDGE OF ASPHALT ROAD
~ / pp I EA 6` GATE VALVE 8 BOX ~i9 ~ / 76.32
P 72.64 FARM OPERATpN PROPOSEp
AaANDa~ 6" PVC, SDR 21, 200 PSI WATER LINE
70.00 5' MIN. FROM EDGE OF ASPHALT ROAD / / FARM PATH
MATCH LINE
69.00 ~ 69.60 TOBACCO BAitll
8{.44
1593 PASTIME BRANCH ROAD
~ NC 50 HIGHWAY
T 3
~ PROPOSED 96.5z 10" PVC, SDR 21, 200 PSI WATER LINE
YAREADY ~ 1546 PA57lJE BRANCH ROAD
T y
a~W
~ ~ MATCH LWE ~w ~ 1 ~ TEL ~
PP r '
95.00 41.88 ~ \ Rom oR~E 5 P S URE BRANCH ROAD ~ NCSR 19 3 A T /
w a1W ~ 18' A6PHALT
~ / i i
~W i R/W
- _ ~ NCSR 1953 PASTURE BRANCH ROAD SAD
W - ' - PROPOSED 1N~"+~~~~N R E VI S 10 N S
fio' R/w 15 ,MAX 6" PVC, SDR 2l 200 PSI WATER LINE ~M
.5 98.12 Q, cdE~ERY 97.88 R/W ~ 103.24 ~ ~O
DIRT DRIVE
f Z • •
PROPOSED A ~ I PROPOSED " ICKNESS 0.188" ~ t '
6" PVC, SpR 21, 200 PSl YYATER LNE ~ 40 LF 10'DRYBORE WITH 10 STEE T 0 5' MIN. FROM EDGE OF ASPHALT ROAD AND 6" PVC, SDR 2l 200 PSI ORE WITH 10"STEEL CASING, MIN. TH Q ~ C, SDR 2l 200 PSI WATER UNE 6 .,GI E,.
I EA. 6" GATE VALVE 8 BOX I 4~ 15 ALVE 8 BOX y~~ ~1 ~
I EA. 6" 22 I/2' BEND, D. L IEA,10"X6"TEE,D.G ' BEND D. L "Nt M ~~~N 'EE, D. G hf111N~~
TRICT D IS WATER D TY COUN
N ~ NC 50 HIGHWAY TRA T N0.40 -WATER DISTRIBUTION AND BOOSTER PUMP STATION CON C
0 0 0
Z ,nao rln~~ warp. FmiPrt For Water Svstem Improvements
2702 NC ea MY PROPOSED
10" PVC, SDR 21.200 PSI WATER LINE ~0~,• ~Q DUPLIN COUNTY, NORTH CAROLINA
k x 4 0 pe; Oft o
m U) z 0 TF Z
FLOW zn i '.SEAL
• : McDAVID ASSOCIATES INC. 1972 . '
0 3 o 9 V Engineers • Planners • Land Surveyors 600 0
a z Farmville, N.C. Goldsboro, N.C. SLLQ;P 0a INC,
w x DWG. BY KWB / CEp SCALE 1"=100' DATE APRIL 6, 2000 SHEET 30 0 F 47
0 co
D - 789 RED

s
ww / R/W
T PROPOSED 10" PVC, SDR 21, 200 PSI WATER LINE
PROPOSED
6" PVC, SDR 21, 200 PSI WATER LINE /
NC GO TELEPHAREA TATION
HIGHWAY ROS£ HILL • GRfENEVeRS N0, I
~w d ~ ~ F F F i L I9' ASPHALT L
,i PP L PP TELE. ~ ,P! 0 0 0 I W W 24.12
W 1.32 8x16 TELE.
m TELE, R/W ROCK DR. ~ R/W
Ri{ y 0.00 - - • - _ I _ . _ MATCH LINE
NCSR 19
Tt1RE W PAS W 30.00
BRANCH Rp, I.xo x,z4 ww 1 ~ I.6e PROPOSED R/W ' PROPOSED 23.zo
1 ~ DIRT DR. CNAIN 16' MAX 6" PVC, SDR 21, 200 PSI WATERLINE JNE I EA 6"GATE VALVE 8 BOX ROCK DR,
LINK 5' MIN FROM EDGE OF ASPHALT ROAD FENCE 60' R/W DAD
CEMETERY 10.92
30' CMP DRAIN, I' s G/C 2E+12
a . ao PROPOSED PROVIDE T I EA 10" 6" REDUCER, DI RIP -RAP /GRAVEL FILTER TWO 60" CMP DRAINS, 2' = O/C 30" RCP DRAIN, 2'! G/C BATCHEIOR PROVIDE 1387 PASTURE BRANCH RD.
I EA 6" GATE VALVE B BOX CHECK DAMS ~ o. so I EA 10" 22 I/2° BEND, DI RIP -RAP /GRAVEL FILTER
~ I EA 10" 45° BEND, DI CHECK DAMS
i /
/ NC 50 c HIGHWAY
PROPOSED
60 LF DITCH CROSSING WITH 6" DUCTILE IRON PIPE
~ ~ CLASS 350, BOLTLESS RESTRAINED JOINT WATER LINE JJITH RIP RAP ON SLOPES
w'" FLOW
PROPOSED
/ 10" PVC, SOR 21, 200 PSI WATER LINE
T 34.32
BROCK ~
1343 PASTURE BRANCH RD. 34.40
1318 PASTURE BRANCH RD, 41.60
36 . Ba BARN HINES
46.68 1286 PASTURE BRANCH PD. T
34.3x ,IAl1E8 63.36
BROCK LANE 34.60
1
36 ~ ~ 37.60 41.00 ROCK DR. DMR 0R, ROCK DR. IB' ASPHALT 63 ~ 66 66.28
34.36 40.00 60.44 DIRT DR, DIRT DR. ~ 50.90 I TELE. TELE.
R/W TREE ~ TELE TELE
MATCH LINE 30. oo W W ~ - - • - I MATCH LINE
W 60.00
~ 3e. xe aogc ° PROPOSED - - 62 . 48 ~ 62.62 R/Y! TELE DIRT DR,
ONVE 36 • BB I EA 6" GATE VALVE 8 BOX 48.24 49.62 66.40 66.24 F FARM PATH DIRT DR. DIRT DR. DIRT DR. L 0 ~
16' MAX BROCKLANE PROPOSED W i
6" PVC, SDR 21, 200 PSI WATER LINE 60' R/rr 5' MIN FROM EDGE OF ASPHALT ROAD 'R LINE ~ 'ROAD
i
34.40 ~ 66 . ao 69. sz STORE 19" RCP DRAINS, I' ! 0/C
PROVIDE 49.08 RIP -RAP /GRAVEL FILTER
CHECK DAMS
63. ae
6a . ao BROWN
1260 PASTUflE BRANCH RD.
36.16
T
3i . se ~a REVISIONS
G 'tH.~~. ~
. p~'.•~'. ? ~ cSS
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.N Q• 9 .,,GIN 1r
f A~~~g11NN4,'`
DISTRICT D Y WATER COUNT ,
T 40 -WATER DISTRIBUTION AND BOOSTER PUMP STATION CONTRAC N0.
,~'"N~"" r vements
~'.4SOQ~._ 1999 Clean Water Project For Water System Imp o
164A to DUPLIN COUNTY, NORTH CAROLINA
x~~TF. 2
s • n s '
e 0 SEAL
m 0 's . ~ 19 7 2 IUIcDAVID ASSOCIATES INC.
Engineers * Planners* Land Surveyors
INC. Formville, N.C. • Goldsboro, N.C.
I DWG. BY KWB/GB/MW/ CALE r =100' DATE APRIL 6, 2000 SHEET 31 OF 47
0
D - 789 RED

~F,

61,g CfMf7fRY
6j' 60 O1R7 DR ~ F
' 0( 62 , 92 Aryl ~ ~ TOBACCO
BARN
CN LINE . ' / MAT oo a
so wW ° Q 12pso, 0O
BRANCHS7Ugf Rpgp i
i
PROPOSED
I EA 6" GATE VALVE B BOX sa' 02 7flE,
6q ~ 6I, 92 ~ ROCKpR
4B" CMP DRAIN, 2' ! 6/C, I' ! G/C • \
p~D35794 PROPOSED oRe
60 LF DITCH CROSSING WITH 6" DUCTILE IRON PIPE ~
CLA55 350, BOLTLESS RESTRAINED JOINT WATER LINE WITH RIP RAP ON SLOPES
PROPOSED
6" PVC, SDR 21, 200 PSI WATER LINE
5' MIN FROM EDGE Of ASPHALT ROAD
ss , 32 Tflf, I EA EMERGENCY INTERCONNECTION 6" GATE VALVE 8 LOCKABLE BOX
s9 . oo ~ ROCK DR. ` 82.60 36" RCP pRAIN, I' ! G/C
PROVIDE
RIP -RAP /GRAVEL FILTER
CHECK DAMS
TS , I6 p TOBACCO BARN
/ ~ L 8pk•gg
70 . aO ~ ~ ~ W DIRT DR. ' I 16.68 123 TEL TEL L ~ f09B g'
T-6 i 0 fJggNCqg1U
69 , B8 i rJR7 - - W N ROgD
1 DRT g0
NCSR 1953 -PAS FARM OPERATION ~ 953 -PASTURE BRANCH ROAQ °q' w
NASHJONNSON e/o EUGENE ROUSE 6O R' i ~ £ks'ge D S'3
w 16' MAX ~ 7a . 3z ~ W 1~'G f~DR, 79.00
NORMAN FARMS PROPOSED PROPOSED ~ I6' A9PNALr ~ ~ £k/s o4 i W~ 1(y
6" PVC, SDI 6" PVC, SDR 21, 200 P51 WATER UNE qO~K 48 c
5' MIN FROtt 5' MIN FROM EDGE OF ASPHALT ROAD °q. \
1 ~ ~ . S2
f4"~ ~ £(f, k/qy/ 6 ~
7a . BB s e(ows Rg.g ~ ~ 79.72 ffflPg•f2 6•p(L"1£ FF 0°KDR. ~ ~ \
30' RCP DRAIN, r ! 8/C e~R NS1~R£ G,peO! 8
74.88 ao• Rer DRAIN, r ! G/c ROgD 9.29 ~.0 ~ SIGN W~IS1/HG ~
PROPOSED GREENEVER6 M ~ CITY LIMIT 6 2 EA 6„ GATE VALVE 8 BOX /a,~032 \ W
PROPOSED EA 6 6 TEE, DI oq No ~ \
60 LF DITCH CROSSING WITH 6" DUCTILE IRON PIPE CLASS 350, BOLTIESS RESTRAINED JOINT WATER LINE EA FIRE HYDRANT, 4 I/2" a1 ERS NEVER'S F£k/g ~~G Rily
WITH RIP RAP ON SLOPES XI TING R£ 6" PVC WATER LINE 0 ~ 6 ~ gg Gq££ f yggNT
i / ~ ~ /pgg MUR £qg BggRC~g~~y
FARM Rpga
OPERATION
NOTE: CONTRACTOR TO TIE - IN TO
GREENEVER'S EXISTING 6" WATER LINE
REVISIONS
11111i11111j~
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OP~••.. •qy~ <1~:OFES$/ •
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''•G• F NTY W TER DISTRICT D y COU A 9r~ E,~`
''~~~~~~~N1N1~''
CONTRACT N0.40 -WATER DISTRIBUTION AND BOOSTER PUMP STATION
n W t r t For Water S stem Im rovements
1999 Clea a e Pro~ec y p
;P....WuN
~,$8ODUPLIN COUNTY. NORTH CAROLINA
s ST` ~
E 0 0pPpOA4r~
0
b n U SEAL A McDAVID ASSOCIATES INC.
C C 1972 Engineers . Planners* Land Surveyors G .
C 9 oft Farmville, N.C. * Goldsboro, INC N. C. .
m U DWG. BY A DATE SHEET O F
KWB/PB/DM/MW SC L E P ,100' APRIL 6, 2000 32 47
D - 789 RED

SYLVIA JOY JOHNSON DAMS
CONTRACTORS' SITEWORK RESPONSIBILITIES DB 771, PG. 81 (BRICE)
ELEVATED STORAGE TANK N0. D-2 LOT 4, MAP BOOK 216, PAGE 60
1. CONTRACT NO. 40 -WATER DISTRIBUTION AND BOOSTER PUMP STATION
PROPOSED BY EST, CN 41 LIMITS OF PROPOSED BY EST, CN 41 211 LF 8' CHAIN CONSTRUCTION ELEVATED STORAGE TANK z
A. Water line construction within the right-of-way of NCSR 1102 to include the roadway drybore crossing & tie-in to piping installed by the elevated storage LINK FENCE p_2 °
tank contractor (Contract No. 41) 5 P NIP ~
EIP
CONTROL 03 2. CONTRACT N0. 41 -ELEVATED STORAGE TANK AND CONTROLS 1a2.ss s S75'40'32"E - 220.000' 28 101.81 102.04 101.88 101.40 102ss 101.20
A. ELEVATED STORAGE TANK N0. D-2. x x x x x x x x x x Z 0
B. Splash pad with rip rap for elevated storage tank overflow. r PROPOSED BY EST, CN 41 F a
C. CONTROLS BUILDING. ~ k a UNDERGROUND ELECTRICAL b x PROPOSED BY EST, CN 41 N k CONDUIT AND WIRING ° SILT FENCE W
FOR HEAT TAPE ° °
D. Electrical conduit, wire, junction boxes, and connections for the pressure ~ sensin i in heat tape from the electrical panel inside the controls building o PROPOSED BY EST, CN 41 ~ ~
9 PP 9 to the tank center riser. m TROLS BUILDING PROPOSED BY EST, CN 41 / ' ~ / \ \ CON UNDERGROUND ELECTRICAL ~ > a 12x12' CONDUIT AND WIRING FOR ~ PROPOSED BY EST, CN 41 ~
rical conduit wire 'unction boxes, and connections for the elevated tank ~ TANK OBSTRUCTION LIGHT ~ ~ ~ / 200 LF 8' CHAIN
E. Elect ) LIMITS OF obstruction light from the electrical panel inside the controls building to the CONSTRUCTION k uE uE uE / ~ \ \ x LINK FENCE PROPOSED BY EST, CN 41 uE uE ~ J z
obstruction light on top of the tank. DISCONNECT WITH CIRCUIT cW
. Electrical conduit wire 'unction boxes, and connections for elevated tank / F BREAKER ur ur W ~ _ _ _
electrode assembly from the control system unit inside the controls building US 701.24 I I I I I o
to the electrode holder on top of the tank. + 1o1.as + W +1o1.as +1o1.2s k
G. SITE PIPING from Tank No. D-2 to the right-of-way of NCSR 1102 including k _ ~ ~#1o1.a3 I I I +1°0.72 PROPOSED BY EST, CN 41 ~ FF- Z Z o
pipe, fittings, valves, accessories, and tie-in to piping installed by the distribution contractor (CONTRACT NO. 40). 1o2.1s + o'~ uE 103.00 ~ _ ~ ~ _ _ ~ L - _ J x 10'x10'x6" CONCRETE SPLASH ~ ~ ~ 50.00' PAD AT OVERFLOW ~ ~ w ~ ~ n
PROPOSED BY EST, CN 41 ~E PROPOSED BY EST, CN 41 Q (n WITH 10 SY CLASS 1 RIP-RAP ~ ~ Cn ~ N ~ M ~ CONDUIT AND WIRING ^ ~ ~ ~ ~ o rn
H. SOLENOID VALVE ASSEMBLY 201 LF 8' CHAIN LINK FENCE 1o1.3a uE ~ FOR CONTROLS \ i W -I n - x z ~ uF \ 3 / LIMITS OF _ m° o
lectrical conduit wire 'unction boxes, and connections for the Solenoid Valve ° + I. E 1 N > < CONSTRUCTION o3 • o ui
Assembly and sump pump from the electrical panel inside the control house 10;1.0 • ~ rYwn.v"L E
the Solenoid Valve Assembl and sum um . N k ~ to y P P P ~ • ~ \ v x U W mm p aN
J. TANK/WELL CONTROL SYSTEM. ~ .~u • • • PROPOSED BY EST, CN 41 PROPOSED BY EST, CN 41 ~
ressure sensin i in from the tank center riser to the control ~ K. Tank level p g p p 9 ~ . • . TANK LEVEL PRESSURE ~ - R=40' ~ ~ SENSING WATER LINE 3 5 16" DIP, CLASS 350, ~ CL
system transducer ossembly inside the controls building. ,tl~ J • BOLTLESS RESTRAINED • • JOINT WATER LINE Q •
tion BIZZELL J. DAMS
L. SITE LANDSCAPING including clearing and grubbing, erosion and sediments 2 ~ control radin ,borrow, CABC surfacing, reinforced concrete pipe, and seeding. BOOK 1098, PAGE 793 .9 9 Fc~ N
102.59 -H 101.23 101.23 ' • ' • ' -(•-100.58 -}-100.55 : ' -}-100.09 99.75 99.50 • C
M. CHAIN LINK FENCE AND GATES. + 1 oo.os R=25' R=25' R=40' W PROPOSED BY EST, CN 41 Q +1oo.os 1.00;5 " DRAINAGE SWALE ~
J w U ~o
SITE GRADING CONSTRUCTION NOTES (EST, CN 41 - S' ti • 100;5 G ~ w ~ ' ~ 0!y ; O ~ V ~ NNr
x ° LLfna~NN
1. Clear and grub entire site within the limits of construction. All trees, shrubs, bushes, debris, etc. within the limits of construction shall be removed and WN~ZNUNi © I SYLVIA JOY JOHNSON DAMS ~ ~ ~ .N N
disposed of in accordance with applicable Federal, state and local laws, rules, PROPOSED BY EST, CN 41 • 3 DB 771 PG. 81 BRICE ~ r ~ ai V
and regulations. Disposal site shall be provided by the CONTRACTOR. Clearing UNDERGROUND TELEPHONE SERVICE • ~ LOT 4, MAP BOOK 216, PAGE 60 a z • ~ L'E • • N oNd~ m v
limits are ten (10) feet outside final fence lines unless shown otherwise. W k ti J J • 21' • ' PROPOSED BY EST, CN 41 ~ o ~ ~
2. Construction shall be confined to the area within the limits of construction lines • • ~ • UNDERGROUND ELECTRICAL x ~ t ~
shown on this sheet and within the rights-of-way of adjoining streets and roads. Construction within adjoining streets and roods shall be limited to that required • ' ' ~ ~ , • CONDUIT AND WIRING ~ . W
to install proposed improvements under this CONTRACT. PROPOSED BY EST, CN 41 , •..100.2 • ~ PROPOSED BY EST, CN 41
ositive drains a over the entire UNDERGROUND ELECTRICAL 1o2.s2 3. Grade, shape, and landscape site to provide p g CONDUIT AND WIRING k • ~ ' ' VALVE VAULT RIM SOLENOID VALVE +101.27 •
to drain surface water awa from buildings and other structures. Slope +to1.27 site and Y ~ • ~ ELEV.= 100.7 ASSEMBLY + ssss
ground surface away from buildings and other structures at three (3) percent ' .Fiooa7~ ~ ss.18 + x sass Q ' + 99.59 °
minimum slope far a minimum distance of thirty (30) feet in all directions. Grading shall extend to the edge of pavement of adjoining streets. EiP PROPOSED BY EST, CN 41 • N PROPOSED BY EST, CN 41 °
of ELECTRICAL SERVICE POLE ~ 3 . 685 SY 4" CABC a ~
All roadwa and arkin areas shall be surfaced with a four (4) inch thick layer CT CABINET OR METER BASE 4. Y P 9 • ~ SURFACING PROPOSED BY EST, CN 41 w ~ ' PROPOSED BY EST, CN 41 SILT FENCE ° w
e course NC DOT T e A . Existing CABC surfaced MATH FUSED DISCONNECT of coarse aggregate bas ( yP ) reas shall be resurfaced after com letion of other construction. Provide a P R=25' 15" DIP, CLASS 350, ~ a Q
additional CABC material as required. R/w BOLTLESS RESTRAINED ' JOINT WATER LINE x PROPOSED BY EST, CN 41 ~
5. All disturbed areas shall be seeded and mulched within ten (10) days after N49 .15• 10'x 10'x 6" CONCRETE ° } r }
completion of grading operations. Entire area within the limits of construction 33, ELEV. Elev 103.54 • ~ SPLASH PAD WITH 10 SY ~ rn m m m • 3 . CLASS 1 RIP-RAP 00 ~ a ° ° m °
shall be seeded and mulched except those areas within the limits of buildings, SS'yk BN NAIL IN UPf 10581
structures, and CABC surfacing. Undisturbed areas with a well established e seeded and mulched. X08 k ~ rass cover shall not b ~ ~ 9 ~ 43. -1.101.33
• n nd \ ~ 101.69+ • PROPOSED BY EST CN 41 ° N ~ ~ ~ a ~ • ~ RIP-RAP APRON o~ ° ° ~ ~ ~ Q
6. Erosion control measures shall be installed prior to beginning constructio a shall be maintained in continuous operation until the final grass cover is well ~ • ~ R=65' PROPOSED BY EST, CN 41 x o W LAYER OF SILT 01 ' 259 LF B' CHAIN ~ °i g ~ w
estoblished. Erosion control measures shall be removed by the CONTRACTOR ~ +too.s7 a +1oo.s7 , PROPOSED BY EST, CN 41 LINK FENCE o FENCE FABRIC j o o ~ ~
after the final grass cover is well established. ~ s7.a1 x NIP PROPOSED BY EST, 'OSED BY EST, CN 41 TEMPORARY CONSTRUCTION ENTRANCE +9911 ® 9 •0 ° ti 4 N N ~ Q °g°°a'.•.. 98.30 + MU I ° ° r WIDE DOUBLE °a°e°°°,° +ss.a7 +sa.7o ~ryE n I
N NOTES T CN 41 ~ PowER 16' WIDE DOUBLE I PIPING CONSTRUCTIO ~ 2e POLE X c~ ES . . \ 0061 SWING GATE se.n IG GATE ooaoo&QOg°aa°o° ,OE' FOUR COON ~ ~ N I ~
°°;o°~°°° ~°o°o°° O ~x ~8 X I O
1. This piping plan is diagrammatic only. Additional piping and/or fittings may be ~ ~ >a N~ ~ ~ =W x-__ and or rovide a com lete and ~ 903 NC ~ v o 100.30 required to avoid conflicts, tie-in to existing lines, / p P N60, °'°°°°°°°8°°e^8°° x-~ ,DE' 97.94 } W lJ W I O ° ogcoeoeoo4°°°~°° 01 O ova x--__ __--x-~~ , NIP 29 ROPOSED BY EST, CN 41 ~ ~ ~ ~ rn N b°°°°°°°°~os°° x a z
hall rovide all i in and fittin s \ ~ ~ ~ ~ ~ + 99.71 12 f „ fully operational system. The CONTRACTOR s p P P 9 9 ~ ~ ~Q~~~' o +98.17 8 W , NIP °~:oososa o~°°°°° PROPOSED BY EST, CI~~- _ _oE' o Q z w I °o°e°e°°°o0°° g° °aa 1oo.as 12 LF 15" RCP; CLASS III Z ~ b ~ 20' °°°~°°a°a~ho o° 40 LF 1 B" RCP, CLASS III ~oE CN 41 ~
as required at no additional cost to the OWNER. 20' ~ ^o 6t•81g' 30 _ ~ °~a~°s POWER , . N _ 98.33 W tit J lWi J gav°°°°°a INV W -97.50 i~ POLEI ( ) .OE' ~ 98.65 / ~ J ti. W O O II ~
' i in arran ements, inverts, and ipe locations. ~ ~ o°"°e°; 2. See other pages for detail p p g g P 00.1 s °ooago~aoae ~QO° o ~ ~ z z o_ INV(E)=96.75 R= 626.331' UY ARE ~ WIR ss.ss w ~ ~ w ~ a
r shall be Class 350 with ~ ~ NPK ~ ~ 100.7. °0~~~03000 + . og~`~o°.~e~ae~ 100.7. °o~~.~ojoo°s~°~°°°o N77'20'43"W - 226.263' (CHORD) c / ~ o ~ ° °8^B=•',°o^° 98.89 CN 40 97.48 ~ ~ J 3 J _ U Z + . °~,o°Y~q~°°°°°'8°°^°°8 ~ 100.01 ~ 95.90 li ° a W ~ 3 J
3. All ductile iron pipe outside buildings and/or structu es ~ ° ointS ~ 2O ~ 97.7 o>g~;^°°°°; Boltless Restrained J 0 °Sa~ o°ooo° ° ° e°° a°°°a°°°a° / '.7 °gaoooooo~ogogo$%='o=~oog +700.73 / ~ LIMITS OF +ss.ao ~ ~ E NIU. ° ° ° a o a ¢ ~
O 100.59 ~ ~ ° PSI workin ressure with ~ ~ R=30' ge ° aao°o~,°°°9q;1( ~ ~ ° a,°o ° °°°°°°'°°~o<~~c°ooo 99.43 -F / 95.98 97.99 rO ROS Q Q Q Q 0_ G! U Q yg. , a,p~,o R=20' / CONSTRUCTION _ ~ "}'98.36 U 0 ~ ~ o_ ° N °
° 4. All fittings shall be rated at a minimum of 250 g P , N mechanical joint ends with grip rings. k/w ~ ~ ;,~,ooooeos oo~~oe~aooe8ego°oo, °'°°°°°'°0° ° i i 96.58 ~I- ~ 100.43 °°goge°°~°°gP~a O~,o,° ° °;o~&^° T.__ i i x-97.71 96.39 o°d°°°ovoa4o°°°°n°°°°0°~°°°0°0°°°0°0O % ~ '
o ~ ~ O J °°°~o°aso^.ge~°~°~eB°°°°°°^~ -{-98.05 / ~ 98.11 a;ea8~8rog°°°~;'~°°°°°°' / +97.86 98.47
t where shown otherwise, shall i ~ ~ a;8a8~8 5. All plumbing water piping 2" or smaller, excep ~ ~ NS ss.37 ' ~ ~ 534 „ be Schedule 40 chlorinated polyvinyl chloride (CPVC) in accordance with 99.37 ~ ,0°~8ooooQae°.. ~ - - - ~ - 98.70 _ - Z 98.92 _ ~ --x'98_51-----
Section 15410 of the SPECIFICATIONS. 8 W , r
m ~ ~2, j8 EIP ~ 0 12 ~i' 98.85 ~ , ' ~ Q
`v 6. All rigid chemical feed piping shall be Schedule BO polyvinyl chloride (PVC). \ 0 99.94 - 98.96 NCSR 1102 + _ _ - w 99.94 - ~ AD ~ ~ ~ ~ ~
f ~ ~ 7. Concrete thrust blocks shall be installed at all fittings and valves. 99.37 ICES STORE R _ W BR - n. c
a~ ~ ~ 8. Water containing chlorine residual shall not be discharged within one thousand
(1,000) feet of surface waters. Flush water containing chlorine residual sholl ~ ~ E ~ ~ , ' W DIP a ~
p7 be dischar ed into diked ditches and contained until no chlorine residual ®PROPOSED BY WDC, CN 40 MoNIroRINc WELLS a 9 ~ remoins. 2 EA 12" BUTTERFLY VALVE & BOX, MJ WITH GRIPS RINGS \ \ BY '1'~C ~ 0 ~ ~ CN 40 R/W ~
w 1 EA 16" BUTTERFLY VALVE & BOX, MJ WITH GRIPS RINGS ~ ®100.1 _ _ ~ ~ w a /
1 EA 16"X16" TEE, DI, MJ WITH GRIP RINGS ~ ®99.74 i ~ E ~ \ I / PROPOSED BY WDC, CN 40
0 2 EA 16"X12" REDUCER, DI, MJ WITH GRIP RINGS ~ i 0 40 LF 3D" DRYBORE WITH 30" STEEL CASING, MIN THICKNESS 0.312" / i ~ \ / 12" PVC, SDR 21, 200 PSI WATER LINE 0 ~ \ / p E z ~ ~ m -
3 AND 16" DIP, BRJ, CLASS 350 WATER LINE ~ ~ ~ ~ LEGEND I"' N
~ 10 LF 12" DIP, CLASS 350 WATER LINE ~ ~ W~~ +s4.o EXISTING SPOT ELEVATION /W \ \ ~ ~ N 0 ~
n' 1 EA 16" PLUG, DI (TEMPORARY) / o / ~ 4.0 PROPOSED SPOT ELEVATION W \ Z (A U \ I 3 I o a I
/ ry Q / w -Sa-EXISTING CONTOUR / ,\0 Q' \ Z ~ ~ \ ~ `Ilunulllll~ Y M ~
o, -X-CHAIN LINK FENCE ®PROPOSED BY EST, CN 41 ~ 0 3 1 EA 6" GATE VALVE & BOX / Q- / ELEV. = Ele ELEV. = Elev 99.81 - PROPOSED BY WDC, CN 40 Z ii. Q ~ W \ ~N CAR Q z
~ -~-SILT FENCE 1 EA 16" BUTTERFLY VALVE & BOX, MJ WITH GRIPS RINGS / / ~ B11 TOP EIP B11 TOP EIP \ \ 12" PVC, SOR 21, 200 PSI WATER LINE ~ e,,`ee~~~e~,,, ~ I- W F"
a o FF FINISHED FLOOR 1 EA 16"X6" TEE, DI, MJ WITH GRIP RINGS / V Q / \ ~ ~ ~r m li, r
N W IRON PIPE 1 EA FIRE HYDRANT, 4 1 2" / ~ o NIP NE / - Q" / \ \ ~ Q '~i 7
~ EIP EXISTING IRON PIPE 1 EA 10'X10'X6' CONCRETE SPLASH PAD WITH 10 SY CLASS I RIP RAP / 1~ / BRICE S CRO`. ,ICES CROSSROADS = 4 r o I- ~ ~
w EPK EXISTING PARKER-KALON MASONRY NAIL 1 EA 16" 11 1/4' BEND, DI, MJ WITH GRIP RINGS / AI 1 EA 16" PLUG, DI (TEMPORARY) / o NPK NEW PARKER-KALON MASONRY N L / / \ E, } 0 0 ~
o ~ CENTER LINE / / w \ -,NGI E,,e . o ~ a \ ~ f ~ V,
3 ®PROPOSED BY EST, CN 41 / / 0 \ R ~S ~~II1111111111` Q Z a~
1 EA 16" BUTTERFLY VALVE dt BOX, MJ WITH GRIPS RINGS, TYPE D / / \ N R > \ w ~ W Q w q , ~
~ 2 EA 16"X16" TEE, DI, MJ WITH GRIP RINGS / ~ / / 2 EA 16"X12" REDUCER, DI, MJ WITH GRIP RINGS \ ( p 3 1 w S O 3
m R/w / / ~ ~ 2 EA 16" 90' BEND, DI, MJ WITH GRIP RINGS / \ R \ t ~ \ 0 111111111
1 EA SOLENOID VALVE ASSEMBLY / 0 i / \ q0 ~~I' 1j~7, ro
~ / /
~ ®PROPOSED BY EST, CN 41 / /
0 1 EA 16" BUTTERFLY VALVE & BOX, MJ WITH GRIPS RINGS ~ q~ ~I w ~ ~ ELEV. = E ELEV. = Elev 95.45 ~ _ ~ : SEAL . ~ = I' ~
cnuarc au c cnuarc GI/ GPY _ _ 1 X77 C U r
INT. SR 1122 r INT. SR 1122/ SR 1103 " c MQ
0 G ` F-
m ~ c
~I x Q ILLS ~~nnnlnl U
co CD R/W R/W
C C7
7
X X CC) SHEET 33 OF 47
3 D - 789 RED

N O
I EARL C. DAVIS z
~ LIMIT OF 653/554 ~ o
~ CONSTRUCTION 0
PROPOSED BY WDC, CN 40 \ ~
~ 1 1/2" PVC WATER SERVICE z PROPOSED BY WDC, CN 40
1 SILT FENCE o. O O~
s ~s 532'10'53"W - 220.000' ~Ss ~ n 9 0 r ~~~0 z 0
a U
X X X % X -X X X X- ~Q N w
9 f EA LIMIT OF N ss EARL C. DAMS ~ 653/554
x CONSTRUCTION x
0 :D BY WDC, CN 40
PROPOSED BY WDC, CN 40 • •95.5• ' • , • • 96.0 , a" 96.0 PROPOSED BY WDC, CN \ CE
65D SY 4" CABC SURFACING ~ " ' • SILT FE ' , • 0 0 35 BOOSTER PUMP STATION GENERAL CONSTRUCTION NOTES ° z
w w w ' w ~ PROPOSED BY WDC, CN 40 ' WDC, CN 40
' 2" PVC, SDR 21, 200 PSI x PROPOSED BY WDC, CN 40 , " PROPOSED BY WDC, CN 40 x CHLORINE SOLUTION LINE 21, 200 PSI _UTION LINE 1. Legend of abbreviations used in plans:
3/4" PE, CTS, SDR 9, 200 PSI BPS D-1 °
FINISHED WATER LINE ~ r 3 • FF = 97.50 © PROPOSED BY WDC, CN 40 , A. UE with Solid Line =Proposed Underground Electrical Conduit and Wire. U ~ P WDC, CN 40 z a~
„ , ' • CHLORINE DIFFUSER FUSER B. UE with Dashed Line =Existing Underground Electrical Conduit and Wire. ~ ~ ~ ~
" : , cA w ~ Nan
: x C. OE with Solid Line =Proposed Overhead Electrical. ~ LL (n ~ N ~ ti W
~ x d • . 95.5' • 95.5 PROPOSED BY WDC, CN 40 o. • \ ' WDC, CN 40 = xistin Overhead Electrical. J 0 m x Z D. OE with Dashed Line E ~3m o~'0'
WDC CN 3/4" PE, CTS, SDR 9, 200 P PROPOSED BY ' w R ~ 3 . 3. • • ~ AW WATER LINE SDR 9 200 PSI g a INE E. CW with Solid Line =Proposed Underground Control Conduit and Wire. ~ • z ~ ~ a c ~w0.v"r E
12 DIP, CLASS 350, BOLTIESS • • W , , . RESTRAINED JOINT WATER LINE PROPOSED BY WDC, CN 40 6, m•
UNDERGROUND ELECTRICAL ~ F. CW with Dashed Line = Existin Under round Control Conduit and Wire. U ~ to o ° aai 3 9 9 ~ ~ ~~,m 0 = ~LL
CONDUIT & WIRE ~ ~ ~ ' ' o ' • ~ 94.5 G. UT with Solid Line =Proposed Underground Telephone Line. ~ ~
o WDC CN 40 -•s4• - - - x . . X PROPOSED BY • w. LIM ~ UNDERGROUND TELEPHONE ' ~ „ ~ . . • OF (n Il
J. H. NEWKIRK HEIRS o 94.5• • • ' ~ CONSTRUCTION SERVICE N 3 ° ' : ; ' PROPOSED BY WDC, CN 40 TRUCTION H. UT with Dashed Line =Existing Underground Telephone Line. Q •
94,5. I •j,'~ DISCONNECT WITH I. OT with Solid Line =Proposed Overhead Telephone Line. NCE 4 N
W '~E - CIRCUIT BREAKER EXISTING FENCE J. OT with Dashed Line =Existing Overhead Telephone Line.
o R=25'
x x ~ k ~ s' 3 Q c m D W
i~ J ~ N U1 3 U W N
SITE GRADING CONSTRUCTION NOTES (WDC, CN 40) M U ~ N N
oQ • ~ of r ~ PROPOSED BY WC, CN 22 9.4.5 ~5 1 °ss WELL N0. F-3 1 ~ mina^~~ UC~N^^
, ~ ~ ~ 110 1. Clear and grub entire site within the limits of construction. All trees, shrubs, w'W 3 U N N F-~ mZ'n~ bushes, debris, etc. within the limits of construction shall be removed and ~N
EXISTING FENCE / ~ x M x ~ i ~ ,'I FF=96.00' r ~ ; N dis osed of in accordance with a licable Federal, state and local laws, rules, ~ ~ o ai v
! ---ST_-- I LIMIT OF 3 ~ I ~ ~ 94:5 and re ulations. Dis osal site shall) be rovided b the CONTRACTOR. Clearing a z o 9 P P y
CONSTRUCTION 3 - li its are ten 10 feet outside final fence lines unless shown otherwise. ~ ° o. m a N m ( ) u t~m~
95.5 \ ~ ~ / ~ O t 2. Construction shall be confined to the area within the limits of construction lines
. ~~a~ / I ~ 07 shown on this sheet and within the rights-of-way of adjoining streets and roads. Construction within adjoining streets and roads shall be limited to that required
~t ~ 6 / \ x r x ~ J~; / I ~ to install proposed improvements under this CONTRACT.
3. Grade, shape, and landscape site to provide positive drainage over the entire
3 ~ I. I . \ ~ / ~ \ site and to drain surface water away from buildings and other structures. Slope o_
5 / / ~ I r3 I ~ 'o. 94.5. s, o. ground surface away from buildings and other structures at three (3) percent ~
~ \s,, PROPOSED BY WI I ~ ~ ~C / ~ \ 5' 12" DIP, CLASS , 'ROPOSED BY WDC, CN 40 minimum slope for a minimum distance of thirty (30) feet in all directions. } 2" DIP, CLASS 350, BOLTLESS Grading shall extend to the edge of pavement of adjoining streets. ~
/ / ~ ( ~ \ x RESTRAINED JOIN r x / ' 94;5,' IESTRAINED JOINT WATER LINE o'
II \ ; a / _ ~ - I J l 4. All roadway and parking areas shall be surfaced with a four (4) inch thick layer ~
4 / / ~ / v \ \ d'. 3 ~ / ~ I II v of coarse aggregate base course (NC DOT Type A). Existing CABC surfaced Q ~ w > areas shall be resurfaced after completion of other construction. Provide 3 m o_ Q
\ ~I ~ I I\ \ \ / t~/ 8 I I V'a additional CABC material as required. ~
/ ~ I I \ \ ded and mulched within ten 10 da s after ~ m m m 5. All disturbed areas shall be see ( ) y
/ ~ I 3 I \ 83 \ / / \ I ~I ~ \ x completion of grading operations. Entire area within the limits of construction 3 ~ o ° m °
x / I I I ; / ; I I I \ ~ shall be seeded and mulched except those areas within the limits of buildings, ~ 3 ° -o ~ o structures, and CABC surfacing. Undisturbed areas with a well established ~ ~ ~ > a ~
ark / L ~ ~ \ Benchm a ~ ~ I I I I \ grass cover shall not be seeded and mulched. ~ o o ~ ~ a a
NAIL IN PP / I _ I v~ Elev=96.51 / ~ ~ °oooao o°°°° I \ ~ O ~ ~ N ~ O Q
/ \ °°D°O°°°°°°° \ I °°°0°Q°D°0°O ~j \ / / DIP o'ootfoopobo°o CENTROID: 6. Erosion control measures shall be installed prior to beginning construction and ~ rl o_ X=2 277 400 shall be maintained in continuous operation until the final grass cover is well ~ m m
~ dp °°Obo°a°° \ Y= 396 400 established. Erosion control measures shall be removed by the CONTRACTOR ~ ~ ~ °w ° al cn m ~
°o°o o°ooo°o x / I \ x J1 ~ E ~ ~S. ~ oo°o°ooooo0o PI \ 3 / J ~ ~ d ' -°o°o.°ooo ooo after the final grass cover is well established. ~ ~ WELL LOCATION: " m I
~ I ~ PROPO D BY WDC, CN 40 ~ > > r M 34'50'09"N m o 0 ~ ~ ~ ~ M
/ ~ PVC ~ o°°~o°°~ ° FIRE HYDR NT p °oouoga°ou~o X X ~ 78'04'32"W o
O n ~ E _ °vo0°OO°D°°9 \ ~ s ° aJ TYPED I o°°~°° I ,c. j- tit ~ U rn SITE PIPING CONSTRUCTION NOTES (WDC, CN 40) o c a z rn
I ; °°0°4°0°0 ° C~ CD I ~ N 3 I ooooooaooo~o OE ~ _ I` • \ ~ z z w l o 1. This piping plan is diagrammatic only. Additional piping and/or fittings moy be w w w w ~ N
O \ 0 0 0 0 0 0 _ 2D' .V°°9°aoo°o o r. ~ ~ 110' required to avoid conflicts, tie-in to existing lines, and/or provide a complete and ~ ~ w p p II
..y I I ~ °ooooo000000 ° / I I 0 0 0 o V° 3 to \ v I ; °~aaa°°°°°°° CN22 CE, °oe1 fully operational system. The CONTRACTOR shall provide all piping and fittings ° w ~ ~ z z -
CN20 0 oae°o°o°a°o° R=30' ~ - PROPOSED BY WDC, CN 40 , I ~ pa°a°.A°oVoao 75 g• as required at no additional cost to the OWNER. ~ 3 ~ ~ ~ ~ z ~ o a ~ ~ 3 ~ tii
s. ° ° ° ° I N3 cv POLE AND FUSED DISCONNECT Q 39'O . oo°ooo°gooooo R_ 5"E 86.687 ~ a PROPOSED BY WDC, CN 40 2. See other pages for detail piping arrangements, inverts, and pipe locations. c Q Q Q ~ ~ U Q
N29'00'S3"E °°o°o°o°~:,, 1 1234. CHORp ~ 72 r ° °o° ° a°°a°° 478• O ~ 73 s 134.253' CHORD ° ° ` °E _ 12" PVC, SDR 21, 200 PSI U U ~ ~ a_ o N o OVERHEAD ELECTRIC POWER LINE WATER LINE 3. All ductile iron pipe outside buildings and/or structures shall be Class 350 with
© R=447.600' I ° ° ° ' °°aagQo° - , ~ c~,- r o°o°w6oo°n°o°o°0°0°00 W ~ .9. OE Boltless Restrained Joints.
~ S~ W o°o°°°o°o°ooo°ooo°°°oo° o, o l~ s w~- CN40 ~oosoa°°°°°°~° °~°°°°°°°°°°°ooaao. CN40 W Benchmark
519'4747"W _ - _ _ 4~C oE, - w oe, NAIL IN PP POINT 61 4. All fittings shall be rated at a minimum of 250 PSI working pressure with Z ~ ` Elev=93.03 mechanical joint ends with grip rings. Q
w - mo. w ~ ~ _ , o~ _ ~
~ W I W r7 o ~ ~ 5. All plumbing water piping 2" or smaller, except where shown otherwise, shall Q m ~cE, H
2~, , - - NCSR - ~ DIP ~ ExlsnNC 26, LIMIT OF ~ 103 ~ - Pvc W\ - - W ~ - R/w be Schedule 40 chlorinated polyvinyl chloride (CPVC) in accordance with in to ~c ~ - , e ` Section 15410 of the SPECIFICATIONS. C
m EXISTING W ~ ~ I CONSTRUCTION e - - - 12"PVC,SDR 21, 200 P9 , Pl _ NASH s _ _ JOHNS - w f 4. 41 6. All ri id chemical feed i in shall be Schedule 80 polyvinyl chloride (PVC).
~ WATER LINE i ' ,P r _ _ _ - - - - _ ON PQ _ NDR W 9 PP 9
® SAD cn ~ 51 ~ ~ ~ - ~ - - 56 ~ , ~ ~ ~ - - _ W 7. Concrete thrust blocks shall be installed at all fittings and valves. ~ ~ ` ~ 0 >
> ~ ~ , r - ~ 0 8. Water containing chlorine residual shall not be discharged within one thousand W ~
o ~ ~ i ~ PROPOSED BY WDC, CN 40 - ~ - - , ~ ~ EXISTING ~ o TEMPORARY CONSTRUCTION - 00 feet of surface waters. Flush water containin chlorine residual shall ~ a (1,0) g y E
d 12' GATE VALVE dt BOX M - m 1 ~ ENTRANCE ~ be discharged into diked ditches and contained until no chlorine residual Z ~ ~ - ` remains. Q ~ ~
Exlsnrlc Benchmark R W ° 12" DIP, CLASS 350 / / ~ Q E Z d ~ ~ -
c 1 WATER LINE / PK AT INTERSECTION CL - w rn
° ; ExlsnNC / Elev=95.45 / 12" GATE VALVE & BOX, MJ WIT 3 ~ s° Pvc, sDR 21, 200 Psl / & BOX, t~J WITH GRIP RINGS, TYPED ~ ~ ~ N 0 ~ ~ ~ Z ~ ~
o _ 1 / /4' ~ PROPOSED BY WDC, CN 40 ~ ` _
° - - ~ ~ ~ - ~ \ / 1 EA 12" GATE VALVE do BOX, MJ WITH GRIP RINGS, 7 ~ PROPOSED BY WDC, CN 40 2 EA 12" GATE VALVE & BOX, MJ WITH GRIP RINGS ~ Z ~ ~ ctl
°v ~ ~ ~ ~ ESS 1 EA 12" X 12" TEE, DI, MJ WITH GRIP RINGS © PROPOSED BY WDC, CN 40 ~ ~ ~ / 12" DIP, CLASS 350, BOLTL Z ~ ~ 0 1111111 O - ; Z
v ~ ~ / / RESTRAINED JOINT WATER LINE 1 EA 12" X B" TEE, DI, MJ WITH GRIP RINGS H GRIP RINGS \vllll ~ W I- ~1J WITH GRIP RINGS ~N FARO ~'~i Q = ~ `L/
a ~ /4 ® PROPOSED BY WDC, CN 40 1 EA 8" GATE VALVE & BOX, MJ WITH GRIP RI ~ , ~ I / 1 EA 12" 11 1/4' BEND, DI, MJ WITH GRIP RINGS 2 EA 12" GATE VALVE & BOX, MJ WITH GRIP f 1111111, / ~ 0 f MJ WITH GRIP RINGS ~ p~,~'' S ~'i'. ~ m Z
3 `~~0 ;9 ~ 0 ~ F- V ~
~ I m © PROPOSED BY WDC, CN 40 ® PROPOSED BY WDC, CN 40 ~ / 1 EA 12" X 8 TEE, DI, MJ WITH GRIP RINGS = =a S ~ ~ ~ 0 H GRIP RINGS = _ _
~ \ I ~ LEGEND 1 EA 12" 90 BEND, DI, MJ WITH GRIP RINGS R/W _ ~ Z - 3 ~ ~ 0 ~ ~1J WITH GRIP RINGS - - a
~ 1 \ I I •s+.o EXISTING SPOT ELEVATION 1 EA 8" GATE VALVE & BOX, MJ WITH GRIP RI ~ ~ NATION PROPOSED BY WDC, CN 40 ~ 1 54.0 PROPOSED SPOT ELE 2 EA 12" GATE VALVE & BOX, MJ WITH GRIP f MJ WITH GRIP RINGS ~ ~ ~ ` ~ Q. ~ ~ ~ r p
~ I 0 1 EA 12" X 10" REDUCER, DI, MJ WITH GRIP RINGS m ~ I I - -EXISTING CONTOUR IQ PROPOSED BY WDC, CN 40 ~ W W t,
° N ~ ~4-PROPOSED CONTOUR Q PROPOSED BY WDC, CN 40 2 EA 12" GATE VALVE & BOX, MJ WITH GRIP f ` I N ~ I N I MJ WITH GRIP RINGS MJ WITH GRIP RINGS ~ ~ ~'~~~1111111111`\ O
° ExlsnNC ; ~ / -X--CHAIN LINK FENCE 1 EA 12 90 BE D, D , 1 EA 6" GATE VALVE & BOX, MJ WITH GRIP RI v 8' GATE VALVE do 80X, TYPED 1 I Y I UJ WITH GRIP RINGS m 0
p NORMALLY CLOSED VALVE -U-SILT FENCE PROPOSED BY WDC, CN 40 1 EA 12" X 6 TEE, DI, MJ WITH GRIP RINGS ~ ~ ~ Q 1 EA FIRE HYDRANT, 4 1/2" H GRIP RINGS I ~ V
m lot' FROM CL NCSR 1103 ~ ~ I 3 EA 12' GATE VALVE & BOX, MJ WITH GRIP RINGS v (n Y I FF FINISHED FLOOR TLESS RESTRAINED JOINT WATER LINE \\1111000l~I/~~~ y
m I U 1 EA 12" 11 1 4' BEND, DI, MJ WITH GRIP RINGS 10 LF 6" DIP, CLASS 350, BOLTLESS RESTRAIN o ~ ~ I ~ 1 EA 10' X 10~ X 6" CONCRETE SPLASH ~ I Z W I ~ 1 EA 12" X 12 TEE, DI, MJ WITH GRIP RINGS pAD AND 10 SY CLASS 1 RIP-RAP ` PSS~~~q U SPLASH ,
3 Ol ~ I I ~ SOURCE BM'S P-RAP J;.`~POR ~ ; Z ~ Q, o , rn
f0 EXISTING NCGS HOG EL. 91.945 FEET © PROPOSED BY WDC, CN 40 a`J F:2= ~ rn
I ~ I 1 ~ • _ _ ncec uce dd ~~n non FFFT ~ re rerF 11AI VF ,G Rf1X M,1 1M1N GRIP I M,I 1MTH GRIP RINGS _ S . SEAL . n _ U r
EXISTING R/W B8- , blim 21, Y PWDC CN 20 ZUU F 11 vav 1972 MJ WITH GRIP RINGS - - Cc
co , 0 8 GATE VALVE do BOX TYPE B I 1 EA 6" GATE VALVE & BOX, MJ WITH GRIP RI NORMALLY OPEN VALVE 1 EA 12" X 6" TEE, DI, MJ WITH GRIP RINGS -H GRIP RINGS - f-
~ R/W 3 1 EA FIRE HYDRANT, 4 1/2" - G~ Z
°1I 15 LF 6" DIP, CLASS 350, BOLTLESS RESTRAIk .TLESS RESTRAINED JOINT WATER LINE SPLASH
x 1 EA 10' X 10' X 6" CONCRETE SPLASH v PAD AND 10 SY CLASS 1 RIP-RAP CD I P-RAP
c Q7
x X OD SHEET 34 OF 47
O D - 789 RED
3

GENERAL CON`., [RUCTION NOTES
1. Finished floor elevation = 97.50 Top of footing = 92.16 max.
2. Concrete shall have a minimum compressive strength of 4000 psi at 28 days.
3. Reinforcing steel shall be Grade 6U.
4. Slope floor to floor drains at 1/8" per foot.
5. All piping shall be supported and restrained to evenly distribute loads and
to prevent loads from being transferred to pumps and equipment.
6. Pipe couplings shall be provided thrust restraint by using tie bolts, rods, z 0 and nuts. ~
46'-0"
8'-0" - 7. Concrete thrust blocks shall be installed at all below ground fittings and valves. w
' 34'-B" 8. All exposed metal, wood, concrete, masonary, equipment and piping shall be painted. Colors shall be as selected by the OWNER.
t'-4' 9. All chlorinator booster pump and rigid chemical feed piping shall be
i Schedule 80 polyvinyl chloride (PVC), Z
0
10. All water piping 2" or smaller, ex~ ept chlorinator booster pump and chemical a feed piping, shall be Schedule 40 chlorinated polyvinyl chloride (CPVC). ~ U
O 11. Drain pipe and fittings shall be polyvinyl chloride (PVC) drain, waste, and
4+ I I I 1 I I I vent (DWV) pipe and fittings meeting the requirements of ASTM D2665 with
I1 I I I 1 I I I solvent welded joints. Minimum size below floors shall be 2". Minimum size above floors shall be 1 1/2". a
0 12. Meter shall be turbine type complying with AWWA C701, Class 2. Register
FAN a VF-103 shall totalize flow in U.S. gallons. Meter shall be equipped with a signal
I FAN 10" PROPELLER VF-101 FLOW 5 a transmitter providing a 4-2D mA DC analog electronic signal proportional ~ z to flow rate. The analog output signal shall be scaled for flows from
12" X 1l1" WATER METER SWITCH REDUCER, 01 10" 90' BEND 10` TE VALVE WITH HIGH SPEED f 0 to 1500 gallons per minute. The meter shall include an electronic
PICKUP REGISTER 10" PIPE COUPLING 10" X 10" TEE 10" X 10' 10" X 10" TEE to" 90' BEND indicator / totalizer to display flow rate and totalize flow. The system shall include the power supply for the signal loop. The meter shall be rn
a---------------11- - m I I I II I I I '1illVl' - l I F - AMMONIA _ equipped with a cast bronze inlet strainer as recommended and provide (1 ~ " by the meter manufacturer. Provide submittal data for water meter, v
Y 12" DIP ~~~~II dull 10" DIP III ~ 10" DIP o INJECTION 10" DIP uu © 10° DIP I 111111 __JIL ~ POINT DIP 10 DIP pickup register, and indicator/totalizer. ~ ~ Z o~
ro w.u-'utel------------------------- W - DISTRIBUTION ~ ' M ~ 13. A suction pressure sensing tap an~i line shall be provided and connected fq W m N ~ n
SYSTEM AMMONIA to the pump control panel. The tap shall include a shutoff valve at the ~ ~ U cn m N M M point of the tap. The sensing lint shall be i/4" capper tubing run in ~ ~ ~ ~ r`
SCALES PRESSURE GAUGE Iw; z; 1' polyethylene tubing under the floor slab. The sensing line shall include W J p 5 x z ~ rn
'J; 10' BUTTERFLY VALVE 10' BUTTERFLY VALVE z; a shutoff valve, pressure gauge (0 to 100 psi), and bleed valve mounted _ ~ m° o °1 RELY VALVE IO" BUTTERFLY VALVE on the wall near the control panel. • Z y p o ci
5 ~ 10" BLIND FLANGE o; AMMONIA ~ Q ° nc_
; TANK lal CHLORINATOR 2 14. Foundation vents shall be 8" X 16" nominal size and be made of extruded ~ W a v_" L E aluminum, 6063-T5 alto , with a minimum thickness of 0.125 inch and a ~ m o ° ~ ~ y ~ - m
BOOSTER E_:=:_;===-=3 a; PUMP clear anodized finish. foundation vents shall be equipped with aluminum O ~ F LL insect screens and an internal damper with an exterior operating mechanism. rr^^ ~
FLOOR CLEANOUT 10° CHECK VALVE Install foundation vents with the bottom at 8" above the finished floor. vJ ~ iECK VALVE 10" CHECK VALVE ~/1 d
• ~ 1 1 2" GATE VALVE IN , , YT_-_-YT------------------------------ 1_-------.----- --TT----YT_____-___-- - - -------T';r---*r----------- 15. All ductile iron pipe bends, tees, and reducers underneath the building
/ ° ~ ~ ~ ~ ' ~ ~ ; 4" PVC DRAIN LINE ' I FLOOR ~ -----------------------------1 ~ CAST IRON METER BOX DRAIN ~ % E:t:r_c_=~3 - x#• .Y r 4" PVC DRAIN uNE ~ I 4" PVC DRAIN LINE floor shall be flanged joint. No flange adaptors shall installed under the • 'r'~ .a.yr'~ building.
- a yr , ~'„y PRESSURE PRESSURE PRESSURE o O y
---1 tf2"_WATER --N-- --1 ~2"_WATER-- ~ ~ GAUGE O ~ 'G, ~ ~G, 3 , ~ z ~ a, GAUGE O GAUGE ~ I ~ o i6. The gas chlorinator shall be a compound loop control type system. ~ ~ ~ C
FLOOR , a a '~a%~ 10" PIPE 0 DATION ~ FLOOR VENT r„~ ~ o COUPLING 10" PIPE FLOOR ~ a,' 10" PIPE Q COUPLING COUPLING ~
6 F--~ DRAIN ~0-4-~ a DRAIN , 0 DRAIN ~ Dw
; ; i i i -r-------r ~ U ~o MN W~
a REDUCER TO MATCH PUMP U NNn ETCH PUMP REDUCER TO MATCH PUMP ~ ~ a ~ N ~
COMBINATION o EMERGENCY SHOWER E'E:`3 w AND EYE WASH STATION ~-----T----.--~ E ~ ~c`yNnti W N~ Z N N
I I ~ ~ ~ I H I- ~ ~ N N O ~ ~ O N N
EI I FUTURE I h r - ~ ~ 1-I I ~ lJ I,~ I w PUMP I I PUMP I I 7: II I I II I N0. 2 PUMP i azo`ai ND.1 ~ a o ~~aro`aN
o 1 4 1 N0. 3 1 Ins - J I~~ I I 'w; I I I
o _ Izl -----~-----~U~ ~I ~ 'J' J ~ ~ ~ Z ~a ° N M1
1o3A i 103 AMMONIA ROOM i 1038 E,'=- ~3 ~ ~ J ~
REDUCER TO MATCH PUMP ao `ao . > 1TCH PUMP REDUCER TO MATCH PUMP
io
m 'a' 101 PUMP ROOM PRESSURE GAUGE 12" BLIND FLANGE JRE GAUGE ~ PRESSURE GAUGE ~ I N
o I
N 12" GATE VALVE 12" GATE VALVE CHLORINE LEAK SATE VALVE 12" GATE VALVE M d
DETECTOR AUTOMATIC , _ _ - _ SWITCHOVER ~ m m M
ae ~ III --------------------iii MODULE HOSE m m m m ~ - 'A I III 111 III III ~
FOUNDATION ao BIBB III III VENT I ~ / III 12" DIP III iv I _ / III III III III III III I! ~ F- III III 12" DIP III III 12" DIP ~1 ~ ~
f i _ i F..~ lll III III III 111 O a' ~ ~ FROM ~I
CHLORINE CYLINDERS I ,~z r DISTRIBUTION SYSTEM a~0 } } }
AND SCALES I ' / CHLORINE I / ~ m m a]
2 CONTROL I . / CABINET I 4,/ , r m p p m ~ 5 ~ } H- >
J`r I SINK FLOOR ~r 2 xl w nom. 3 ~
102 ~ I 2" PVC DRAIN y~i n - - 0~ ~ ~ a o_ °0 ~ o ~ o_ ° m U o a
° FLOOR 3 ~ DRAIN r~ f ~/r b ~ DRAIN I J`~r C ~i J
~r B' 0" f n I ~ ~i a'-o' ~ a'-D" - - o a o 0
~w~ I ~ Qj 2, I ~~0 GAS xl O O ~ `t MASK ~ ~ ~ m ~
I I o FLOOR JG/ ; z; I 1 ~ CLEANOUT y/ m CARNET / O O I` ~
;tt; I I / o; 4 I I r 3 0 o q ~ 0 O
1~~ HOSE_ _ I / ~~i BIBB I I /r GAS } W liJ tit ~ O MASK ~ U O
102 CHLORINE ROOM ; I I TO BE PROVIDED AND INSTALLED BY r ,a, I I DCWD D -CONTRACTOR N0. 41 , STORAGE p Q Z W ~ p N CABINET U z ~ ~ ~ ~
WATER METER / o ~ I 1 INDICATOR/ / p a m ~ ; I I TOTALIZER / r - - - -
N I I Q I I XFMR I I a N0. i I FUTURE I ' I FAN 11 I I PUMP CONTROL O ~ J J W ~ _J 6'-4" 4'-0" I ~ ~ ~ OZ OZ ~ F ~ Q.
car) ; VF-102 I I 1 I ALARM pgNEl - UNIT A HV MS-4 ~ MS-3 ~ MS-2 MS-1 I I DIALER LV MS-2 MS-1 U J~ U Q Q
v I; I I I I ~ o a ~ z ~ 3 ~ tii
I~ I I I 1 I ti II I I I I I I I I I I 101 Q Q Q Q O_ G' U Q O U U U~ d ~ f~ D
m I I I CU
II I T II I I
~ II I I II 1 I Z
a~ I I wl wl ~ I I QI <1 1 0
I I 31 31 I I dl ~I Q
II ~ v ~ I I M' "~I V1 N
II I 0 Lo II I I I 0 i C
II I I ~ II ~ i
o II } 3/4" BALL VALVES IN m II * CAST IRON METER BOX E ~
p II ~ I
a TO CHLORINE PVC----- I I m DIFFUSER ASSEMBLY CHL~f~P1E SbLUTION LINE I I W ~ ~ ~ a
~ ~ U
a I I / o / ~ -o <
TO FINISHED WATER / r o SAMPLE TAP ~ ~ / 11111 0 E z ,,u u,, ~ ~N BAR rn
v Z ~ i 0 ~
v I TO RAW WATER o SAMPLE TAP
v
a = r~ - Z ~ ~ = 55 3 = 0 0 0
3/4" PE PIPE - - (,r -~Z 1 < ';F ~ ; W ~
to ASTM D2239, SIDR 7, 200 PSI NEB; , ~ ~
m
w ~r1nn111111 ~ 0
a a'-o" ~ 2'-0" H U ~ _
rn m D 0 ~ SSQC
0
0 U ~p ~Rq ~ ;
O m Q: o ~ : ~ a c~
Q m = ~ ' SEAL . ~ = O - I
0 rn = 1972 = ~ cd
m i T ; a~
FLOOR PLAN 1 ILLE,,,~~ Z ~
OD '~lIIllilll~`' ~ ~
CD C3) U ~ r
C Ql Q
X Q Z
CC) 0
C CD U
7 X
X OD O
3 JSHEET 35 OF 47
D - 789 RED

CEILING LINE
a
d ~ E ~ ~
~ a z a =
_ ~ ~ ¢ w ~ ~
1 1/2" PVC 1 i/2` PVC ~ O ~ O
BALL VALVE 90' BEND ~ 3 w ~ w ~ ° ~ Z
TO CHLORINE ROOM 1 1 2 PVC w ~ ~ z W w j O_ w ~ o o a ~ J } w
W > U ~ U O U Y tt W
m w W v ~ W ~ v ~ o a' ~ ~ w
m aU' N Z d U d N U m x W U f Z W N ~ d W d ~ O d O O O
Z O
a 0 F
PRESSURE GAUGE 3 z WITH TEE, BUSHINGS, x U
SHUTOFF VALVE, BEND, z w j w AND NIPPLES o rc j W m Z ~J W ° ~ O
U U > » > W LL U a Q as Y ? ~ W Z Z m O
\ d aW ~ ~ as w J F m U C e W = ~ Q b PIPE PIPE iv a ~ m PIPE °
a ~ > > > ~ ~ SUPPORT SUPPORT SUPPORT
a xx a a n a a ' . , „
w ~ ~ ~ a \ \
a ~ ~
Faucets shall be single handle bar sink 1' PVC type with non-swiveling gooseneck spout, - W L
aerator, and wrist blade type handle. ' RAW FINISHED Faucets shall be American Standard ~ a U ° ~ N
WATER WATER 7100.371H.002 or equal. n Sink shall be enameled cast iron and N ~ ~ ~
shall be a minimum of 20" wide by Faucet supplies shall be equipped with N 18" deep with faucet holes on 8" centers, stops having polished chrome finish. ~ M f•. ~ ~ W ~ ~ 112"PVC ~ a V(!)~NM~
Sink shall be American Standard 3000.015, BALL VALVE (0 LL 7~ rr
or equal. F o j z a U 3- U J O~oZmm 112"TAP ~ U~mQ~~
a o ~ a Sink shall be equipped with a grid drain z~ • 2mQ~~gi
having a polished chrome finish and o: Jm 112" z ~U 1 1/4" tailpiece. Grid drain shall be _ ~Wa~L E 12" x 12" TEE U i m o ~ N i3
American Standard 2411.015.002, ar equal. PVC qa Drain shall be trapped and vented. CHECK ~ o ~ o ~ ~ Oym 0 = ~LL
VALVE ~ x U C
U Cobinet and doors shall be constructed HOSE BIBB a CHLORINATOR 1 1/4' PVC UNION rr^^ l0 vJ ~
of exterior grade, type A-C plywood. N Cabinet shall be a minimum of 30" high ~ ~ ~ ~ BOOSTER PUMP SECTION -PUMPS 5 Q •
by 24" deep by 36" long. Top of cabinet a: 1 1/2" shall be covered with laminated plastic F PVC N
(Formica or equal). Cabinet shall have < 90' BEND two doors. ; L
1" PVC TEE a n CONCRETE PAD FOR PUMP
QC W
U o M
U N cO N N - m N ' GENERAL CONSTRUCTION NOTES LL y ~ ~ M
LLUCN~N OcN r
w'm 3Ucv^
ELEVATION -PUMP ROOM 1. Pum ads shall be at least 8" hi h, a roximately 3" wider and longer than ~ ~ ? ~N P P 9 PP ~co~,..,.. pump support bases, and reinforced with one layer of #4 bars at 6" on centers 0 0 0'> c ?i
3/4 = 1 -0 each way. Pump pads shall be dowelled into the floor with four #4 bars each. a z o ~od € am
2. Pi e cou lin s shall be rovided thrust restraint by using tie bolts, rods, and nuts. u ~ ~ u- m P P 9 P Z FLL
3. All piping shall be supported and restrained to evenly distribute loads and to
prevent loads from being transferred to the pumps.
4. Pump and Motor Data:
Future
Low Capacity Hiah Capacity Pumps No. 1 & 2 Pump No. 3
Pump Type Split-Case Split-Case ~ Centrifugal Centrifugal o
350 GPM F GPM ~ Primary Design Capacity rn
Primary Design Tatal Dynamic Head (TDH) 86 ~ F ~ o ~
I Operating Point No. 2 Capacity 200 GPM F GPM ~
ro r
0 eratin Point No. 2 Minimum TDH 93 FT F FT % m m m P 9 rn o o m a
550 GPM F GPM ~ ~ Operating Point No. 3 Capacity xl > ~ 3 0
d~ ~
CEIUNG UNE CEIUNG LINE CEILING LINE Operating Point No. 3 Maximum TDH 68 ~ F ~ o ~ ~ o ~ a Ul U O Q
94 FT F FT ~ 3 0 Minimum Shutoff Head v o I
1 0 FT F FT ~ J J' W °o Maximum Shutoff Head 2 x ~ ~ ~ x w w ~
VENT LINES D O O amp Maximum Net Positive Suction
TO EXTERIOR Head Re wired 46 FT F FT / o o r ~ q 3 0 o Q m
VENT UNES VENT UNES 0 0 Minimum Hydraulic Efficiency at } w w w ~ °o
SLOPE TO EXTERIOR SLOPE TO EXTERIOR Primary Design Point 70% F o' ~ ¢ Z ~ o N o Q z w l
U Z 0_ ~ ~ Minimum Hydraulic Efficiency at w w J~~ o ~
Operating Point No. 2 567 F ~ ~ ~ ~ ~ o o z ~
0 o z z ~ o_ Minimum Hydraulic Efficiency at J o o c~ Q Q
0 0 N Operating Point No. 3 62~ F % ~ o a w ? w ~ 3 ~ ui
tTl . Maximum Rotative S eed 1800 RPM F RPM a Q Q Q~~ ~ Q
CL P U U U~ o_ o cn o
V In Maximum Motor Size (motor must be nonoverloading throughout operating range) 20 HP F HP
.ti
CHLORINE CONTROL CABINET cmu TDH ONITROLACABINET Electrical Voltage 460 VAC F VAC Z 0
~ CHLORINE SCALES o Electrical Phase 3 0 F ~ ~
60 Hertz F Hertz Q
~ AUTOWTIC SWfTCHOVER 1 1/2' IgDULE PVC Electrical Frequency ~ V1 N
m BALL Liquid Pumped Water Water a ~
a VALVE 'F F 'F ~ ~ Liquid Temperature 80 ] E
a~ 0. ~
o VACUUM 2,_8• o REGULATOR 0 ~ ~ 0
m 0 W ` ~~,a
/ a ~ E V
m 0 ~ 0 E z
~ w z Z N a j HOSE ~ N ~ m - I- 0° v, o
~ BIBB 3 m V1°~<
i ~ o, EXHAU Q CHLORINE GAS UNE z w m~ EXHAUST FAN ~ Z ~ V
z FROM AUTOMATIC ~ ~ SWfTCHOVER MODULE ~ 3 ~ ~ _ z ~ ~
o ~ ax a Q NN ~ 0 ~ o - ~ z
M / CHLORINE ,,,111.1..,,, W ~
a 150 LB. 150 L8. LEAK CAR , ~ ` ~N p ~ 0
CHLORINE CHLORINE pETECTOR CYLINDER CYLINDER SENSOR O C J ~ ~ Syr Y. ~ ~ ~ C ~J / i LL
r x ~ G = rc o r o U30U W ~ ~ ~ ~3ow z U ~ i ~ V V1 ~ ~
~ o a~rw a~ ~ o w =a z _ 4 - ~ o.
~ N7 NJ?Z ~ N??S NJ [V~ 3 ~ ~jUtiF w \a2U \ \ `ry ~U r~ll1 F- •'U
~ ~a .-coimi 'w ~~m~ ~a 00 W
rn 0 V. LE ~ c~
0 3 0 ~
U I~ V
Q
m ° N -CHLORINE ROOM EL A ELEVATION -CHLORINE ROOM ~,~,11111„~,~ ~ ~ S 0 ~~zi ~
- ROOM ELEVATIO 4 ELEVATION CHLORINE 3 / • S C/,y ~i Z ~
/ 3 4• _ 3/4~ _ U / FOR '':F~ F- rn
~I
LO = °'v SEAL Q
CO 0 LC 1972 = E-
m c Z
Cl) x
Q OD 0
c
4)
x X N SHEET 36 OF 47
O
3

z'-a'
a a
+8'-8° EXHAUST FAN D ABOVE
y FINISHED FLOOR z 0
1/2" Pvc ~ UNION
PRESSURE TYPE VACUUM BREAKER
i/2" PVC
UNION z 0
, ~ > a a o ~
LEFT SIDE ELEVATION 1 N ~ N N iV Z U ~ N W
t/8 = 1 -0 1/2° PVC ~ BALL VALVE ~
a 0
1/2' Pvc BALL VALVE 1/2" PVC BALL VALVE
0 z
3/4" X 1/2" PVC BUSHING 3/4" PVG HOSE ADAPTER a COMBINATION W
EMERGENCY SHOWER
AND EYE WASH STATION v O CONTROLLED RECEPTACLE FOR ~ Z ~ O CHEMICAL FEED PUMP ~ o
3/4" FLEXIBLE HOSE ~ _ ~ M ~ M w ~ W N ~nt~
CHEMICAL FEED PUMP ~ U U ~ N M M
3/4" FLEXIBLE HOSE AND MOUNTING SHELF AMMONIA ~ LL c ~ U SCALES W J 0_ x Z ~ rn
~o HOSE BIBB V~mo~~
3/4" PVC HOSE ADAPTER • Zin 0~d 3/4" PVC HOSE ADAPTER ~ ~ O a ~ _
3/4" CORPORATION COCK 3/4" CORPORATION COCK ~ LU d. ~ L U N mo ~ ~
N O ~ ~ ~
ao a 10° DIP v ! C
10" DIP r~~/~ ~ uJ
AMMONIA 112 • TANK GATE VALVE
N
N
Q ,C N
W
U o W ~ M 5 o~~N
L U ~ N N ~ ~~mroM IL UJ~~yrtp
pay ~ W f0 ~Z~N
FRONT ELEVATION H- ~ v ~ N ~ ~ N
2 N ~ N ~/a = ~ -o OoO>c°~
ELEVATION -AMMONIA ROOM 5 N ELEVATION -AMMONIA ROOM ~ o a € r:E 6 ON l~dU
3/4 = t -0 Z ~
M
O
I rn rn F
/ g U ~
O I
DO j} }
% D] m m
~ p ~ m O
~I Lj ~ Z O ~ ~ O_ 3 ~
ro ~ ~ O ~ o_ nj N U O Q
3 m ~ ~
~ J J ~ ~
X W W p~ ~
SCUPPER, SCUPPER, DOWNSPOUT, DOWNSPOUT, DC SCUPPER, ~ ~ ~ DOWNSPOUT, % o o r r~
ANO CONCRETE AND CONCRETE AND SPLASH BLOCK SPLASH BLOCK SPL AND CONCRETE SPLASH BLOCK 3 O O 4 M O O
~i i~ I o i i } W ~ U~ O
0_ ~ Q Z ~ N O Q Z W I L~
~ ~ U Z ~ ~ ~ ~
0 d' W ~ J ~ ~ W ~ O O Z Z ~ a
° ATION ° I HT SIDE ELEV ~ R G o 3 ~ Q Q ~ J ~ O J ~ O
0 1 /8N = 1 -0 o . li ~ 0_ W ~ J p p p 0_ O Q Q FW-
N Q Q Q Q~ O_ U Q U U U~ LL D (n o
O r
(h
N RIDGE Z
RIDGE RIDGE RIDGE
a~
to N
m 3 a C
D
V~ ~ L9 ~ ` ~ E a~
Do ,P~ ~ ,Py 0 ~ o
m 0 w` ~..~a
a y ~
m 0 V 0 <
z a SCUPPER, SCUPPER, SCUPPE , 0 E z SCUPPER, ~ QI
o DOWNSPOUT, DOWNSPOUT, DOWNSPOUT, 3 AND CONCRETE AND CONCRETE AND CONCRETE DOWNSPOUT, L m J WD CONCREFE r/~" y
i ° T'_p• SPLASH BLOCK SPLASH BLOCK SP H v iPLASH BLOCK ~'_p• Y/ 0 ~ ~ ~ Z N V
z U Q ~ L = 3'_O" Z ~
3°-ON 3 -I 0 Q ~ ~ ~ 0
Q 20'-ON i - ~ z
a 1111111111 W ca ~ L
N R I- o ~ o S - Q ~
} ~ : F E sl ~ o
Q ~1.~ ~ ~ ~ _ S N ~ Z
Q 3 d`_ o o ~ 54 ! - L a
I m ~ % '~FN ~ ~ W L
REAR ELEVATION ROOF PLA 4 ~ N N %F,~ ~5 H ~
0 3 T V. LEA ~ Q ~ ''~nlnn11111``
U O 0 I ~
m v V O RS
0 ~ y `~jlluuur~~~ U
m rn 0
U T ~
LO Q
cc 0 SEAL "Z Q
CT) r Cl = 1972 = F- Z
X 0
Q co
C
Cl
X X OD
O ...JSHEET 37 OF 47
3 D - 789 RED

4 4
65 65
#4 AT 24" OC ~4 AT 24" OC
1'-0" HORIZ. LEG IN BOND BEAM 1 -0" HORIZ. LEG IN BOND BEAM CELLS AT REINFORCEMENT TO BE FILLED WITH GROUT CELLS AT REINFORCEMENT TO BE FILLED I BOND BEAM MEN7 TO BE FILLED WITH GROUT
+12'-8" FULLY ADHERED EPDM MEMBRANE (0.060" MIN. THICKNESS) +12'_8"
ABOVE FINISHED FLOOR ii ABOVE FINISHED FLOOR n FULLY ADHERED u rll FULLY ADHERED EPDM MEMBRANE (0.060' MIN. THICKNESS) FULLY ADHERED EPDM MEMBRANE (D.O60' MIN. THICKNESS)
u u v ii rl '11
COMPOSITE WAFERBOARD/POLYISOCYANURATE INSULATION ei'' ` i II ~ TAPERED SYSTEM, 1/4` PER FOOT (2.50" MIN. THICKNESS) ~ = COMPDSITE COMPDSITE WAFERBOARD/POLYISOCYANURATE INSULATION COMPOSffE WAFERBOARD/POLYISOCYANURATE INSULATION
~i ~ ~ TAPERED SY 8" X B" X i 6" ' TAPERED SYSTEM, 1/4' PER FOOT (2.50" MIN. THICKNESS) TAPERED SYSTEM, 1/4" PER FOOT (2.50" MIN. THICKNESS) Z
1/2°D X 1'-6" LONG ii ~ CONCRETE MASONRY UNITS 1/2"0 X 1'-6" LONG it CONCRETE MASONRY UNITS ANCHOR BOLT AT 48 O.C. 'it ` ANCHOR BOLT AT 48" D.C. It " O N
HOT DIP GALVANIZED = HOT DIP GALVANIZED - i • - W
0_
- `a
~ d . ~ . . d. ~ + , ~ .
, z
+10'-0" _ ABOVE FNISHED FLOOR +10'-0" _ . ABOVE FINISHED FLOOR ~ ~ ~ ~ e ~ F
i:. ABOVE FINISHED FLOOR ~ o U W
CONTINUOUS BEARING PAD CONTINUOUS BEARING PAD O
F CAULK JOINT CAULK JOINT o
~ ~4 BAR PRECAST PRESTRESSED ~ 4 BAR CONCRETE HOLLOW-CORE SLAB PRECAST PRESTRESSED
AT EACH KEYWAY JOINT, DRILL 3/4" ~ HOLE 8" DEEP INTO BOND BEAM 12" X 8" X 16° AT 48" O.C., DRILL 3 4" 0 HOLE 8" DEEP INTO BOND BEAM 12" X B" X 16° CONCRETE HOLLOW-CORE SLAB PRECAST PRESTRESSED CONCRETE HOLLOW-CORE SLAB 0
FILL DRILLED HOLE WITH POURABLE GROUT AND COAT ~4 BAR WITH GROUT DEEP BOND BEAM WITH BREAK OUT TOP OF HOLLOW-CORE SLAB INTO CORES AS SHOWN 6"t WIDE DEEP BOND BEAM WITH INSERT #4 BAR INTO DRILLED HOLE AND KEYWAY )DINT, THEN GROUT KEYWAY 4 - #5 CONTINUOUS FILL DRILLED HOLE WITH POURABLE GROUT AND COAT ~4 BAR WITH GROUT) _ 4 - ~5 CONTINUOUS TOP COURSE OF CONCRETE MASONRY UNITS TO 8E z PLACED AFTER INSTALLATION OF PRECAST PRESTRESSED
FILL CMU CELLS AT ~4 BAR WITH GROUT INSERT ~4 BAR INTO DRILLED HOLE AND SLAB CORES CONCRETE HOLLOW-CORE SLABS
FILL CMU CELLS AND SLAB CORES AT ~4 BAR WITH GROUT N
U
FACE BRICK FACE BRICK Zz o~
T'" REINFORCE WALL WITH 3 WIRE MASONRY WALL _ - - REINFORCE WALL WITH 3 WIRE MASONRY WALL VJ ~ U~~NMM I'' C ~.,,r nr - MASONRY WALL REINFORCE WALL WITH 2 WIRE MASONRY WALL J p ~ K Z ~ ~
REINFORCEMENT (LADDER OR TRUSS TYPE) AT REINFORCEMENT LADDER OR TRUSS TYPE AT 1 -4 ON CENTERS VERTICALLY. 1'-4° ON CENTERS VERTICALLY. ) TRUSS TYPE) AT REINFORCEMENT (LADDER OR TRUSS TYPE) AT ~ = m o .rn ~
REINFORCEMENT SHALL HAVE N0. 9 GAUGE SIDE REINFORCEMENT SHALL NAVE N0. 9 GAUGE SIDE AND CROSS RODS AND SHALL BE HOT DIP GALVANIZED AND CROSS RODS AND SHALL BE HOT DIP GALVAN N0. 9 GAUGE SIDE i'-4" ON CENTERS VERTICALLY. U 3 m Q REINFORCEMENT SHALL HAVE N0. 9 GAUGE SIDE Q • Z ~ p ~ c BE HOT DIP GALVANIZED AND CROSS RODS AND SHALL BE HOT DIP GALVANIZED a p -
IN ACCORDANCE WITH ASTM A153 (1.50 OZ/SF). IN ACCORDANCE WITH ASTM A153 (1.50 OZ/SF). ,153 (1.50 OZ/SF). IN ACCORDANCE WITH ASTM A153 1.50 OZ SF . r 1 ~ W D' ~ t
( U ~ 000 °m`3 ~ ~ ~F m 0 LL
CONCRETE MASONRY UNITS - _ 12° X 8° X 16"
CONCRETE MASONRY UNITS ~a
Q.
~N
= ~5 AT 32" OC SAT 32° OC
MIN. SPLICE LENGTH = 2'-6° SIN. SPLCE LENGTH = 2'-6" TOP BAR TO HAVE 1'-3 HORIZ. LEG IN BOND BEAM TOP BAR TO HAVE 1'-3° HORIZ. LEG IN BOND BE 8" X 8" X 16" Q^ ' CONCRETE MASONRY UNITS fJ W
CELLS AT REINFORCEMENT TD BE FILLED WITH GROUT CELLS AT REINFORCEMENT TO BE FLLED WITH GRC LIZ. LEG IN BOND BEAM BE FLLED WITH GROUT V rn o m
~5 DOWELS AT 32" OC 5 DOWELS AT 32" OC 4'-6" VERTICAL LEG ~'-6" VERTICAL LEG W N U ~ N N n
1'-3' HORIZONTAL LEG 1'-3" HORIZONTAL LEG LL~V t`~~ O ~ `yNn't~
W N 3 U N N F ~ ~ Z v~
' FILL ALL BLOCK CELLS WITH LOOSE FILL FILL ALL BLOCK CELLS WITH LOOSE FILL INSUUTION EXCEPT CELLS FILLED WITH GROUT INSULATION EXCEPT CELLS FILLED WITH GROUT LOOSE FILL ~ r ~ ~ "
LED WITH GROUT d Z p > a ~oaroa.
V
1/2° EXPANSION JOINT 1/2" EXPANSION JOINT Z F- u'
1/2' EXPANSION JOINT 1/2' EXPANSION JOINT
6" CONCRETE SLAB WITH 6X6-10/10 WWF 6" CONCREFE SLAB WRH 6X6-10 10 WWf
/ NDH 6X6-10/10 WWF 6" CONCRETE SLAB WITH 6X6-10/10 WWF 6° CONCRL7E SLAB WITH 6X6-t0/10 WWF
_ _ 2" X 2'-0" 2" X 2'-O" RIGID POLYSTYRENE ~ • ~ RIGID POLYSTYRENE
CONTINUOUS FLASHING FOAM INSULATION CONTINUOUS FLASHING FOAM INSULATION FILL ALL BLOCK CELLS WITH r7
CONCRETE TO FLOOR LEVEL ~
WEEPHOLES AT 2'-0" ON CENTERS - °-i ~ ~ a WEEPHOLES AT 2'-0" ON CENTERS (OMIT MORTAR IN HEAD JOINTS) • 'd ~ II a (OMIT MORTAR IN HEAD JOINTS) tl ~ ~ ~ ~ ' ' " O I
~ _ ~ a e - ~ Via' ~ . ~ a rn F-
~ , FlLL WRH MORTAR i ~~~~J ~~~~J ~~~~0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , FlLL WTTH MORTAR ' ~ ~ 0 ~ ~ J ~ ~ 0 ~ ~ ~ . . . r. .
i. i ~ i . . ;t. ~ t ~ d
FlLL ALL BLOCK CELLS WITH r \ \ ~ ~ \ \ ~ FlLL ALL BLOCK CELLS WITH CONCRETE TO FLOOR LEVEL ~ ~ CONCRETE TO FLOOR LEVEL ~ \ Q } r } .SAND ~i / ' . \ \ ~ m m
e=: COMPACTED FILL ' . ~ dt es. \ ~ COMPACTED FlLL i~ f ~ IPACTED FlLL ~ _ " _ / / ~ --r,- ~ p O r D y w ~ m >
' i/ FINISHED GRADE FINISHED GRADE ' ' 2° RICID POLYSTYRENE 6 MIL POLYETHYLENE 6 MIL POLYETHYLENE 6 MIL POLYETHYLENE COMPACTED FILL COMPACTED FILL 6 MIL POLYETHYLENE X > o_ 3 ~
FOAM INSULATION VAPOR BARRIER TURNED / / , 2'~ INSU GENE UP FOR FULL THICKNESS VAPOR BARRIER TURNED VAPOR BARRIER TURNED ~ / \ ~ VAPOR BARRIER TURNED ~ ~ ~ Q 0_ UP FOR FULL THICKNESS UP FOR FULL THICKNESS \ / ~ O O ~ 0_
DEPTH AS REQUIRED TO ACHIEVE OF CONCRETE SLAB DEPTH AS REQUIRED TO ACHIEVE \ , EARTH BEARING PRESSURE OF 2000 PSF ' EARTH BEARING PRESSURE OF 2000 ' OF CONCRETE SLAB OF CONCRETE SLAB UP FOR FULL THICKNESS 0 ~ U O Q OF CONCRETE SLAB ~ U F- ,
BUT NOT LESS THAN 1'-0" ' ~ / 'i 1' 4" ~ BUT NOT LESS THAN 1'-0" 1'-4" ~ i ' C ~ J , ~ ~ ~ d ~ J J W O
~ X J J ~ c}
~ ~ d . X Q Q ~ I~ m 3 3 m ~
o e~ ~ ~ , .d . ~ : 6 - ~5 CONTINUOUS c a , ~ . ~ i. ' 6 - /5 CONTINUOUS INUOUS ~ ' 3 - ~'S CONTINUOUS / ~ M ~ ~ o ~ . 3 O O p r~ d O O
a a } W W W O
a d ~ ~ ~ U ~ o O Q Q Z O N Z W I
O O Z ~ ~ W ~ U W W ~
N ~5 AT 10° OC ~5 AT 10" OC 5 AT 10° OC ~ W p O O J p ~ ~ Z Z ~ 0_
m . J O O ~ F O Q Q
4'-0° u~ 4 O" v 3 ~ 2'-6' ~ o o_ ~ ~ 3 ~
m 0 0 o Q o Q Q~
m U U U~ d ~ U ~
T
WALL SECTION WALL SECTION 1 2 INT Z ERfOR WALL SECTION 0 3 " _
m 3
D fA N
N 3 0" C ~ ~
O O ~ E
m ALUMINUM COPING (0.040° MIN, THICKNESS) FULLY ADHERED EPDM MEMBRANE ° FACTORY PAINTED FlNISH a~ D
a ~ o w` ~ a
m o TREATED WOOD NALERS y E
z a V - 0 ~
0 3 0 E z L~
° CONfTINUOUS CLEAT ~ _ 1 CONTINUOUS CLEAT GENERAL CONSTRUCTION NOTES m J N 0
z U 1 I ~ ~ o z cn ~
° 1 _ I 0 a _
~ ' ' 1. Finished floor elevation = 97.50 Top of footing = 92.16 max. ~ v ~ 92 16 max. ~~``jlnulur~~4 Z ,r ~
a 2. Concrete shall have a minimum compressive strength of 4000 psi at 28 da ~ H 1 I ~N CAR 0 ~ o )0 psi at 28 days.
NNLS AT 6" O.C. MAX, ~ ~ , NAILS AT 6" O.C. MAX. } 3/8"0 HEAD BY 1 1/4' LONG 3/B"~ HEAD BY 1 1 4" LONG 3. Reinforcing steel shall be Grade 60. ~ .~'F~SSI ' ; W ~ ;~0 ~
~ HOT DIP GALVANIZED r i HOT qP GALVANIZED/ I- o ~ _ r:F mu, z
4. Slope floor to floor drains at 1/8" per foot. w -p - a - 543 ~ = ~ o - (J; I- ~ ~
Q i., . 5. Precast prestressed concrete hollow-core slobs shall be designed and 3 ~ .i manufactured to safely support the following loads. gned and ; ~ ~ (n ~
m ~1 o~ I .
Dead Load of the Member o ~ T V. LEA ~ ~ ~i, ~ ~
° ; Minimum Collateral Dead Load of 25 PSF ~TTUnn~1 W ~ ° Z I- v
U I I . ~ I i . ~ Q ~
Minimum Live Load of 20 PSF m 1 1. v FULLY ADHERED EPDM MEMBRANE ~UUUIITr 3 ~h ~ >
o '--=i'-~- Handlin and Erection Loads 9 PSS,~C/q''~% ~ c ~p I' % V
rn I1 m r. ~ . 1 1 . ~ °''~PCR ''.F~': c° Q: p q~, ~
.r v , rol 1. . ~o:~ ~2~ ~ - SEAL 0
Ln ' ~ 1. 1 - - Z ~ = 1972 = ~
m ~ ~ _
K / /I f 1 'I. I.. I/II U °7
m
x cc ~ILLE,~\~\ ~rrinnnu~ Z
Q 00 0
0 U
CD 7 PARAPET TOP DETAIL
X 4 co 3" = 1
0
3 SHEET 38 OF 47]
D - 789 RED

FINISH SCHEDULE HARDWARE SCHEDULE
ROOM FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING NUMBER ROOM NAME REMARKS
MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH HEIGHT MATERIAL FINISH Fii HARDWARE SEi N0. 1
101 PUMP ROOM CONC TROWEL NONE CMU EPOXY CMU EPOXY CMU EPOXY CMU EPOXY 10'-0" CONC EPOXY 6 EA Butt Hinges Stanley F66191 NRP 4.5 X 4.5 X US32D
102 CHLORINE ROOM CONC TROWEL NONE CMU EPOXY CMU EPOXY CMU EPOXY CMU EPOXY 10'-0" CONC EPOXY 1 EA Lockset Yale AUE8722fL X US32D X Key Set lAA X MK 2 EA Flush Bolts Hugger 282D
103 AMMONIA ROOM CONC TROWEL NONE CMU EPOXY CMU EPOXY CMU EPOXY CMU EPOXY 10'-0" CONC EPOXY 1 EA Astragal Ceco AF4441
2 EA Door Closers Norton PR7701 H X SRI X AL 1 EA Threshold Pemko 177AV
1 EA Weatherstripping Pemko 319CR N z
0
LEGEND ACT - ACOUSTICAL CEILING TILE CONC - CONCRETE FACT - FACTORY FINISH VCB - VINYL COVE BASE Fii HARDWARE SET N0. 2 ~
CER - CERAMIC TILE EPOXY - EPOXY PAINT GB - GYPSUM BOARD VT - VINYL COMPOSITION TILE 3 EA Butt Hinges Stanley FB6191 NRP 4.5 X 4.5 X US32D
1 EA Exit Device Yale 7150 X AU526 X US32D X Key Set 2AA X MK 1 EA Door Closer Norton PR7701 H X SRI X AL
CMU - CONCRETE MASONRY UNIT EXP - EXPOSED STRUCTURE PAINT - PAINT AS SPECIFIED 1 EA Threshold Pemko 177AV
1 EA Weatherstri In Pemko 319CR Z PP~ 9 ° F a
U to
W HARDWARE SET N0. 3 ~
DOOR SCHEDULE
DOOR FRAME DETAILS 3 EA Butt Hinges Stanley FBB191 4.5 X 4.5 X US32D ~ 1 EA Exit Device Yale 7150 X AU526 X US32D X Key Set 2AA X MK o
DOOR SIZE GLASS FIRE HARDWARE REMARKS 1 EA Door Closer Norton PR7701 H X SRI X AL
NUMBER TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL LABEL SET 3 EA Silencers GJ GJ64 0 z
WIDTH HEIGHT THICKNESS TYPE SIZE
101 F HM PR. 3'-0" 7'-0" 1 3/4" PAINT F1 STEEL PAINT H1 J1 51 NR 1
102 GL HM 3'-0" 7'-0" 1 3/4" WIRE 23" X 34" PAINT F2 STEEL PAINT H1 J1 51 NR 2 LOUVER WITH MINIMUM FREE AREA = 95 SO. IN.
U
103A GL HM 3'-0" 7'-0" 1 3/4" WIRE 23" X 34" PAINT F2 STEEL PAINT H1 J1 S1 NR 2 LOUVER WITH MINIMUM FREE AREA = 95 SQ. IN. Z~ a~ ~ ~ r~mM
1038 G HM 3'-0" 7'-0" 1 3/4" WIRE 23" X 34" PAINT F2 STEEL PAINT H1 J1 S1 NR 3 (n w ~ ~ ~ co 'O U"mn ~
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LEGEND ALUM - ALUMINUM HM - HOLLOW METAL TEMP - TEMPERED Q O ~ Zro~NCO~
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ANOD - ANODIZED NR - NOT REQUIRED ~F~ 0 a
FACT - FACTORY FINISH PLEX - PLEXIGLASS
BRICK Q ~
PUSHING Q
~'S BAAS L31/2"X~ 1/2"X 1/4' ' ~
STEEL LINTEL (MIN. BEARING B) ~ C_
~ 12" CONCRETE MASONRY UNIT ~ ~ WEEPHOLES AT 48" O.C. MAX. ~ f- U-BLOCK LINTEL C (OMIT MORTAR IN HEAD JOINTS) MIN. BEARING 8' ~ W
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..,^a.~~,.," CAULKING (IYP.) ~ U ~ N N r a ~`i.'
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1 " - 1 ~-0"
WIDTH WIDTH WIDTH O nDTH o~
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12' CONCRETE MASONRY UNR p~ ~ 0 } ~ MASONRY TEE STRAP ANCHORS ; ^e ~ ~ _ . , c W m W
(3 EACH JAMB) I r';~ a ~ } ~ > i I W~ Z U
' FlLL CELL WnH GROUT ~ > a 3 ~ ~ O_ ~ Q a ~ o ~ a
x x U (7 C! W W W it '~:R CAULKING (IYP.) ~ C7 U O Q ,z.c.... c 3 ~
6'-0' WALL BEYOND = _ _ GROUT FlLL ~ D a a ~ ~ ~ O O
rc 0 a FRAME x 2 2 W ~
1" o n o0 N to W t
1/2" EXPANSION JOINT / O O ti I M 2" 3 O O ~ M
1'-0" t'-0" 6X6-10X10 WWF O O 5 3/4' } W W W ~ O
~ ~o D_ ~ Q Z ~ O ~ GL o a z w l W
SLOPE AT i 4" PER F00T F G GL U Z ~ F" ~
o d.. dg . , ~ , 0-' J J W ~ J ~ ~ W ~ O O ~
~ d , Z Z a J U O J H- C7 Q Q
cv . • ~ DOOR TYPES . . \ \ 2 JAMB DETAIL o ~ W w „
D 1 4 - SET THIS BRACKET SUCH THAT CANE J 1 . ~ ~ J W 3'f 1= 1 -0" o 0 o a o a Q~ BOLT IS 1"f ABOVE BOTTOIA OF DOOR Q Q Q Q~~ U Q
~ \ \ \ \ __l_. ~ \ .-1 CONPACfED FlLL WHEN BOLT IS IN THE UP POSI110N U U U g d O t~ D
t+~ FlNISHED GRADE tr' ' • d.. ~ ~ ~ N ~ d• ~ . ~ 2" RIGID POLYSTYRENE 1/2'1 CANE BOLT
~ ` ' . , ~ ~ FOAM INSULATION IN THE UP POSITION Z
~ a ~ ~ 6'-4" 3'-4" 4" O EDGE OF DOOR
~ f 8" ~ ~ ~ 2" 2" 2" 2" (LATCH SIDE . ~ Q 2'
6 - ~5 CONTINUOUS SET THIS BRACKET SUCH THAT CANE BOLT y IS 3"t BELOW SURFACE OF CONCRETE ALUMINUM THRESHOLD WI1H o a C VINYL OR RUBBER INSERT p ~'S BARS
a a.. 4 , ~ ' . NHEN BOLT IS IN THE DOYM POSITION SEr IN BED OF CAULKING o 2
U ~ y o .~~..~'.r' d. ~ E 1/2' EXPANSION JOINT d 1/2'0 CANE BOLT Q ~
o a a m IN THE DOWN POSITION ~ ~ : ~ " a , ; ~ ~ a J. . e L
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° STOOP SECTION z 1 VI < Z (q ~
0 Q r 3/4"I PVC PIPE SLEEVE WITH CLOSED BOTTOM Z « ~
Q SET IN CONCRETE SLAB BELOW DOOR AT M O ~ Q
~ F1 F2 a FZ LIAXIMUM DOOR SWING Yr ~ Z W~
V I I I I1,,,, / ] O ~ CAR ~ ~ CO ~
r SILL DETAIL ~N - u. Z S1 ~ Q ~
DOOR FRAME TYPES 3 CANE BOLT INSTALLATION ; of ~ ~ 4 " ~ ~ as
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3 SHEET 39 OF 47
D - 789 RED

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MS-1
ELECTRICAL LEGEND
HP PUMP N0. 1
SEE NOTE 11 20 Amp, 125 VAC, NEMA 5-20R duplex receptacle
~ ~ (36" above finished floor unless shown otherwise)
20 Amp, 125 VAC, NEMA 5-20R duplex receptacle in
MS-2 weatherproof box (36" above finished floor unless
HP PUMP NO. 2 shown otherwise) o
SEE NOTE 11
20 Amp, 250 VAC, NEMA 6-20R single receptacle ~ (18" above finished floor unless shown otherwise)
~ FUTURE ~
MS-3 T Telephone outlet box with RJ-11 jack
UP SERVICE A -F- POLE TO 1 HP FUTURE PUMP NO. 3 (18' above finished floor unless shown otherwise) z
WEATHERHEAD 0 F
y Telephone outlet box with blank cover (18' above finished floor unless shown otherwise) w
0
SERVICE 20 Amp, 120/277 VAC, single pole switch (52" above
DISCONNECT UH UNIT HEATER UH-101A (PUMP ROOM) finished floor unless shown otherwise) ~ a 0
SWITCH DS-1
20 Ampl 120/277 VAC, single pole switch in weather roof z
N r` box (52 above finished floor unless shown otherwise °
20 Amp, 120/277 VAC, three way switch (52" above ,
HV UH UNIT HEATER UH-1018 (PUMP ROOM) finished floor unless shown otherwise) `
U
20 Amp 120/277 VAC, three way switch in weatherproof Z ~
ro ~ box (52" above finished floor unless shown otherwise) ~ ~ m M rn rA W ~
DS-102 v! ~ U~~NMM C LL« r r r
UH UNIT HEATER UH-102 (CHLORINE ROOM) 20 Amp, 120/277 VAC, four way switch (52" above LU ~ ~ _'c x z rn less shown otherwise m o -o, finished floor un ) ~ ~ m o "rn
a • Z a Q~~ m
0 Am 120 277 VAC four wa switch in weather roof ~ ~ w a _v" t E 2 P / Y P U L m a ° m ~
rn rn box (52" above finished floor unless shown otherwise) N ~ 0 ~ m
DS-103 ~ FLL c
20 Amp 120/277 VAC, single pole switch rated for 1 HP d motors (52" above finished floor unless shown otherwise)
UH UNIT HEATER UH-103 (AMMONIA ROOM) Q •
20 Amp 120/277 VAC, single pole switch rated for 1 HP
her roof box 52' above finished floor ~ motors in went p ( ~
° TRANSFORMER NO. 1 unless shown otherwise) ~ m
37.5 LV LOW VOLTAGE PANEL Q ,C m Safety disconnect switch Q W
KVA U Mo
W N U ~ N N r
IL (nV t~lfj~ HV Electrical panel with panel designation N n 0~~ ~
W'm 3UNN ~ ~ N Z N N
THIS DIAGRAM DOES NOT SHOW ALL POWER CONDUITS. ~ ~ ~ v
REFER TO THE CONDUIT AND WIRE SCHEDULE AND OTHER DETAILS. ATS Automatic transfer switch 0 0 0 c ~oQ. ~ a'n
V ~'~m
Full volts e motor starter = F ~ 9
N N
MS-4
2 CHLORINATOR BOOSTER PUMP HP Combination disconnect type full voltage motor starter
A Reduced voltage autotransformer type motor starter M
T o I
rn rn F / ~
U ~ A Combinotion disconnect type reduced voltage °I
ELECTRICAL SERVICE POLE T autotransformer type motor starter ~ 4 ~ r
ONE LINE DIAGRAM -POWER SCHEMATIC 1 N.T.S. o m m m
N.T.S. rn o o } o O Wall mounted thermostat (60" above finished floor ~ w ~ m ~
unless shown otherwise) I w ~ z o
x ~ ~ ~ Q a
~ ~ ~ o Q Alarm horn j
iv 3 ~ o o_ °
xl z z ~ °
PANEL LV PANEL HV ELECTRICAL CONSTRUCTION NOTES MH Electrical manhole pull box ~ W w m
/ O O r` M 3 0 0 ~ M
277 480 VAC, 30, 60 Hz, 4 Wire 120/240 VAC, 10, 60 Hz, 3 ire / Surface Mounted NEMA 4 Enclosure 1 Surface Mounted NEMA 4 Enclosure 1. All wiring shall be run in conduit. Conduit and wire shall be sized as ° o
Neutral Bus and Ground Bus Neutral Bus and Ground Bus Bolt-on Circuit Breakers Bolt-on Circuit Breakers shown in the Conduit and Wire Schedule and/or in accordance with the w w I °o ' Code and all local codes. ~ ~ ~ ~ rn ° National Electrc O c Z w ~
2. The Conduit and Wire Schedule does not include all conduit and wire on ~ Z ~ ~ m 2. nduit and wire not shown on the Schedule shall be in ~ ~ w ~ w ~ this PROJECT. Co
ordance with the National Electric Code and all local codes. o ~ ~ ~ ~ ~ o a acc ~ Z Q
°0 200 Amp 200 Amp ° 3. J 3 ~ U Z 3. Special cabling may be required for some equipment. If so, the special ~ o a ~ ~ 3 J
Q• cable shall be provided by the equipment supplier and installed by the
io CONTRACTOR. Scheduled wire may be deleted where special cabling is a a ° c ° ~ ~ a provided. U U U~ o_ o n o
0
50 50 Li hts -Pump Room 1 20 GFI 20 2 Receptacles -Pump Room 4. 1 2 9 m 4. All branch circuit and control circuit wire shall be No. 12 minimum except as shown otherwise.
N Li hts -Pump Room 3 20 GFI 4 Receptacles -Pump Room 2
Pump No. 1 3 4 Pump No. 2 9 5 ~ Li hts -Chlorine Room 5 20 GFI 20 6 Receptacles -Chlorine Room 5. The CONTRACTOR shall be responsible for routing all conduits unless shown 0 otherwise on the PLANS. Conduits shall be routed in accordance with the F-
5 g 9 m PLANS, SPECIFICATIONS, and as directed by the ENGINEER. Q
~ 100 15 Li hts -Ammonia Room 7 20 GFI g Receptacles -Ammonia Room 7 g 9 are wires shall be neat) bundled, coiled, taped, and secured inside the ~ N 6. Sp Y
Future Pum Na. 3 - 9 30 20 10 Chlorine Control Cabinet 6. ~ pr vided 9 10 Unit Heater UH-102 (Chlorine Room) Fan VF 101 (Pump Roam) ~ (Breaker to be p o 20 20 box or enclosure where they terminate. 4. ~
under this CONTRACT) 12 Fan VF-102 (Chlorine Room) 11 12 Chlorine Leak Detector 7 7. Circuit breakers shall be rated for 20 Amperes unless shown otherwise. ~ E
11 a~
v 15 15 Fan VF-103 Ammonia Room) 13 20 30 14 8. 0 13 14 ( Chlorinator Booster Pum 0 20 p S. The electrical service pole location shall be coordinated with the electric ~ 0 ' com an and the ENGINEER. The service pole and service entrance ~ ~ utility p y W
~ - Room 15 16 Unit Heater UH-103 (Chemical Room) Water Meter Indicator/Totalizer 15 16 ~ Unit Heater UH 101A (Pump ) shall meet all utility company requirements, the National Electric Code, and ~ a
Pump Control Panel 17 20 GFI 2 18 Ammonia Room Controlled Receptacle all local codes. / , !A E V
m 17 18 ° 15 100 Spare 19 20 GFI 20 20 Spare 9' ath the floor from ~ ~ < 9. Conduits for motor branch circuits shall be run underne O E er to the motor. ~ Z
a 1 g 20 1 GFI 20 Tronsformer No. 20 the respective motor start m L J r N q
° - Room 21 22 Spare 21 22 Spare 3 Unit Heater UH 101 B (Pump ) 10. d for 65~ line ~~IIIIIIII 10. Autotransformer type motor starters shall be connecte N ~ ~
° 23 - 24 Space Space 23 - - 24 Space Q voltage starting. qN BAR x~i . Z N ~
~ Space 25 - - 26 Space 11. three hose motor starter ~ ~,`,~~~I/,'/ ~ ~ F 11. A phase monitor relay shall be provided in each p ~
o Space 25 - - 26 Space e line side volts a and revent starter o eration in the event ~ ~ 2'~ ~ I~ Z ~ ~ to monitor th g P P 1i. ~ 0 of hose loss, reversal, undervolta e, or imbalance. Phase monitor relays _ :a - Z P _ - -
ace 27 - - 28 Space Space 27 - - 28 Space ~ Sp shall have adjustable time delays 2 to 300 seconds) to delay motor _ - - = W F"
a Space 29 - - 3D Space ~ 5pace 29 - - 30 Space startin after roper voltage restoration. Phase monitor relays shall be , y _ ~ } 9 P S mCom Motorsaver Model 102 with variable restart delay option, or equal. m 0 Z Y - u-
Restart dela times shall be set as directed by the ENGINEER. N ~
U' S ace 31 - - 32 Space Space 31 - - 32 Space r P Space 33 - - 34 Space 12. The electrical s stem shall be complete and fully operational. ~xi~ ~ ~v~ 0 12. Y ~~Illlnll~~~ Z
cc Space 33 - - 34 Space ~ ° a
a - - 36 S ace Space 35 - - 36 Space 3 Space 35 P ~ ~ ~ o
61 S ace 37 - - 38 Space Space 37 - - 38 Space ..11.11 Z w
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° ace 39 - - 40 Space Space 39 - - 40 Space ° Sp ~ p OR F ; ~
S ace 41 - - 42 Space Space 41 - - 42 Space o p Q:'pF~ q~:%~' 1
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3

LIGHT FIXTURE SCHEDULE CONDUIT 8c WIRE SCHEDULE
FIXTURE FIXTURE MOUNTING MANUFACTURER MANUFACTURER MANUFACTURER CONDUIT SIZE OF SIZE OF CONDUCTORS NUMBER OF CONDO iMBER OF CONDUCTORS SIZE OF
SYMBOL DESCRIPTION LAMPS HEIGHT MODEL NUMBER MODEL NUMBER MODEL NUMBER NUMBER CONDUIT PHASE NEUTRAL PHASE NEI GROUNDING FROM TO REMARKS PHASE NEUTRAL CONDUCTOR
1 2 1/2" #3/0 #2 3 8' Industrial fluorescent, 2 Each Surface Mount Lithonia Metalux Columbia 3 1 Service Entrance Service Disconnect Switch DS-1
A solid top reflector, F96T12HOCW on Ceiling EJ 2 96H0 120 ES DCI 296H0 120 LE3 KL296-HO LE 120 2 2 1/2" #3/D #2 3 3 1 #4 Service Disconnect Switch DS-1 Panel HV
2 lamps, 120 VAC 3 1" #8 3 3 #10 Panel HV Pump No. 1 Via Motor Starter MS-1
3 #10 Panel HV Pump No. 2 Via Motor Starter MS-2
4' Surface fluorescent, enclosed and 4 1" #8 3 C gasketed vaportight, chemical resistant 2 Each Surface Mount Lithonia Metalux Columbia 5 1 1/4" z
0 housin acr lic lens cold weather F40T12CW on Ceilin DM 2 40 120 CW Vi 240DR 120 Z LUN240 CW 120 9> Y 9 Panel HV Future Pump No. 3 Location Via Future Motor Starter MS-3 Location o
ballast (0'F), 2 lamps, 120 VAC 6 1 2" 12 3 / # 3 #12 Panel HV Unit Heater UH-101A (Pum Room w P ) ~
7 1 /2" ~ 12 3 3 #12 Panel HV Unit Heater UH-1016 (Pump Room)
100 Watt incandescent, 1 Each 8'-4" Above Lithonia Halo Prescolite 3 #12 Panel HV Unit Heater UH-102 (Chlorine Room) Via Disconnect Switch DS-102
H wall mounted fixture, glass diffuser, 100 Watt, A19 Finished Floor WJC H2411 WB-24 8 1/2 #12 3 wet location listed, 1 lamp, 120 VAC
9 1/2" #12 3 3 #12 Panel HV Unit Heater UH-103 (Ammonia Room) Via Disconnect Switch DS-103 Z 0
150 Watt incandescent, wall mounted, Hubbell 10 1 1/2" #2 2 2 #4 Panel HV Transformer No. 1 a
voportight fixture, with red globe 1 Each 8'-4" Above VW-151 with Killork Stonco R and guard, 1 lamp, 120 VAC 150 Watt, A21 Finished Floor VGR-15 Globe and VFBGG-110 with VWXL2IGC with 11 2 1/2" #3/0 #1/0 2 U 2 1 ~4 Transformer No. 1 Panel LV o
(To be provided and installed by VCG-15 Guard VRG-100 Globe VGR200 Globe
DCWD D -CONTRACTOR N0. 41) 12 3/4" #10 #10 2 2 1 ~10 Panel LV Chlorinator Booster Pump Via Motor Starter MS-4 k
13 1/2" #12 #12 1 1 1 #12 Panel LV Lights -Pump Room (Circuit LV-1) Via Wall Switches a 0
14 1/2" #12 #12 1 1 1 #12 Panel LV Lights -Pump Room (Circuit LV-3) Via Wall Switch
0
15 1/2" #12 #12 1 1 1 #12 Panel LV Lights -Chlorine Room Via Wall Switches Z
ALARM HORN SCHEDULE ,6 , 2" ,2 12 , / # # 1 1 #12 Panel LV Lights -Ammonia Room Via Wall Switches
17 1/2" #12 #12 1 1 1 #12 Panel LV Receptacles -Pump Room (Circuit LV-2) ~
PLAN DESCRIPTION SUPPLY MOUNTING MANUFACTURER MANUFACTURER MANUFACTURER SYMBOL VOLTAGE HEIGHT MODEL NUMBER MODEL NUMBER MODEL NUMBER 18 1/2" #12 #12 1 U 1 1 #12 Panel LV Receptacles -Pump Room (Circuit LV-4) z ~
o~ . ~ ro MmM
Surface mounted general alarm 19 1/2 #12 #12 1 1 1 #12 Panel LV Receptacles -Chlorine Room ~ ~ w ~ ,Mn ~ ~ o a U~o~ ~ Ura~~
H horn in weatherproof box rated 120 VAC 8'-4" Above Federal Edwards Faraday 20 1/2" #12 #12 1 95 dB minimum at 10 feet 10, 60 Hz Finished Floor Model 350 with WB Box Model 876 Model 5910WB 1 1 #12 Panel LV Receptacles -Ammonia Room m LL ~ ~ O W J p_ xZmrn
(To be provided and installed by ~o 1 1 #10 Panel LV Fan VF-101 (Pump Room) Via Wall Switch ~ 3 m o O1
DCWD D -CONTRACTOR N0. 41 21 1/2 #10 #10 1 Q ~ Z~Onc01
22 1/2" #12 #12 1 1 1 X12 Panel LV Fan VF-102 (Chlorine Room) Via Wall Switch ~ w a D r U L mo
23 1/2" #12 #12 1 1 1 X12 Panel LV Fan VF-103 (Ammonia Roam) Via Wall Switch ~ ~ O F ~
24 1/2" #12 #12 1 c 1 1 X12 Panel LV Water Meter Indicator/Totalizer Power Supply ~
1 1 #12 Panel LV Pump Control Panel - Unit A Power Supply
TRANSFORMER SCHEDULE 25 ,/2" #12 #12 Q •
26 1/2" #12 #12 1 1 1 #12 Panel LV Chlorine Control Cabinet Power Supply Q _ N
TRANSFORMER LOCATION TYPE CAPACITY PRIMARY SECONDARY FULL CAPACITY TEMPERATURE 27 1/2" #12 #12 1 NUMBER VOLTAGE VOLTAGE TAPS RISE 1 1 #12 Panel LV Chlorine Leak Detector Power Supply
28 1/2" #12 #12 1 c 1 1 X12 Panel LV Ammonia Room Controlled Receptacle Power Supply Via Power Relay Q
1 Pump Room Dry Type 37.5 KVA 480 VAC, 10, 60 Hz 120/240 VAC, 1 0 6 Ea. 2.5% (2+,4-) 150' C Q W
29 1/2" As Required As Required Required Unit Heater UH-101A (Pump Room) Wall Mounted Thermostat Unit Heater Temperature Control U ~ o
30 1/2" As Required As Required Required Unit Heater UH-1016 (Pump Room) Wall Mounted Thermostat Unit Heater Tem erature Control ~ ~ c°7i N N ~ P ,
31 1/2" , As Required As Required wN`~Nn`~ Required Unit Heater UH-102 (Chlorine Room) Wall Mounted Thermostat Unit Heater Temperature Control O ~ ~ ~
W N 3 U N N ~~t~ZV~ Required Unit Heater UH-103 (Ammonia Room) Woll Mounted Thermostat Unit Heater Temperature Control ~ L ° „
T SWITCH SCHEDULE 32 1/2" As Required As Required DISCONNEC r Oo0">c?i
33 1/2" As Required As Required Required Fan VF-101 (Pump Room) Wall Mounted Thermostat Fan Temperature Control ~ z a ~ °'E L
SWITCH EQUIPMENT SERVED SWITCH SWITCH NUMBER SOLID FUSES ENCLOSURE 34 1/2" #12 #12 1 ~ oN ~~i3 1 1 ~12 Fan VF-101 (Pump Room) Louver DL-101 (Pump Room) Wire Louver Operator in Parallel with Fan Motor Z U ~ F ~
DESIGNATION AMPACITY VOLTAGE OF POLES NEUTRAL NEMA TYPE 35 1" #16 - 3 Cond. 1 1 #12 Water Meter Indicator/Totalizer Water Meter Pickup Register Signal Cable (Belden 8770 or equal)
Shielded Cable DS-1 Service Disconnect 200 480 VAC 3 YES 200 A, Class R 3R 36 3/4° #14 Twisted 1
Shielded Pair 1 Water Meter Indicator/Totalizer Pump Control Panel - Unit A 4-20 mAdc Water Flow Rate Signal (Loop No. 1)
DS-102 Unit Heater UH-102 (Chlorine Room) 30 480 VAC 3 NO NONE 1 37 3/4" #14 Twisted 1 Shielded Pair 1 Water Meter Indicator/Totalizer Chlorine Control Cabinet 4-20 mAdc Water Flow Rate Signal (Loop No. 2)
DS-103 Unit Heater UH-103 (Ammonia Room) 30 480 VAC 3 NO NONE 1 38 3/4` #14 Twisted 1 Shielded Pair 1 Water Meter Indicator/Totalizer Ammonia Chemical Feed Pump 4-20 mAdc Water Flow Rate Signal (Loop No. 3)
39 1/2" #12 2 2 #12 Chlorinator Booster Pump Motor Starter MS-4 Finished Water Flow Switch Control Wires -Water Flow Sensing ~
40 1 /2" # 12 2 2 Chlorinator Booster Pump Motor Starter MS-4 Ammonia Room Controlled Receptacle Power Relay Control Wires ° rn
41 1/2` X12 2 2 Pump Control Panel - Unit A Chlorine Leak Detector Chlorine Leak Alarm Signal j ~ U ~
42 1/2" #12 #12 2 G' 2 2 #12 Pump Control Panel - Unit A Remote Alarm Light and Horn °I
MOTOR STARTER SCHEDULE
43 1" #14 32 32 Pump Control Panel - Unit A Alarm Dialer ono } ~ } m m m
TARTER MOTOR MOTOR STARTER STARTER ENCLOSURE AUXILIARY 44 3/4" #12 8 8 Pump Control Panel - Unit A Motor Starter MS-1 Control Wires ° ° m o o w ~ ~
S MOTOR DESCRIPTION DESIGNATION HORSEPOWER VOLTAGE TYPE NEMA SIZE NEMA TYPE CONTACTS 45 3/4" X12 8 8 Pump Control Panel - Unit A Motor Starter MS-2 Control Wires xl j a 3 ~
~ o! ~ a a_ Pump Control Panel - Unit A future Motor Starter MS-3 Location Empty Conduit for Future Control Wires o ° o ~ a_
MS-1 Pum No. 1 - 460 VAC, 3 4 FV 2 4 3 N.O. 46 3/4" P ~ Ul U ° Q
MS-2 Pump No. 2 460 VAC, 3 ~ fV 2 4 3 N.O. 47 3/4` #12 8 8 Pump Control Panel - Unit A Motor Starter MS-4 Control Wires ~ o a 3 3 ° o
future MS-3 Future Pum No. 3 460 VAC, 3 ~ RVAT 3 4 3 N.O. 48 1" #18 - 3 Cond. 1 P Shielded Cable 1 Chlorine Leak Detector (outside Chlorine Room Chlorine Leak Sensor inside Chlorine Room Si nal Cable Belden 8770 or a ual xl ° ° ~ ~ ( ) 9 ( q) x z z r
MS-4 Chlorinator Booster Pump 230 VAC, 1 ~ FV 0 4 3 N.O. 49 1" oD U U ~ 12" Above Finished Floor Below Alarm Dialer Outside Building Wall 12" Above Finished Floor Empty Conduit for Telephone Cable Entrance % °o °o M1 M
3 0 0 ~ M
FV =Full Voltage NFDS =Non-fused Disconnect Switch Combination Type 50 1" 6" Above Finished Floor Below Panel HV 1' Outside Building Below Finished Grade Spare Conduit ° o 0 w w w m o
RVAT =Reduced Voltage Autotransformer Type FDS =Fused Disconnect Switch Combination Type 51 1" 6" Above Finished Floor Below Panel HV 1' Outside Building Below Finished Grade Spare Conduit o a a Z rn N F z z w l
6" Above Finished Floor Below Panel HV 1' Outside Building Below Finished Grade Spare Conduit w w w ~ c0
o _ CB =Circuit Breaker Combination Type N.O. =Normally Open N.C. =Normally Closed 52 1 1/2" 0 ° CL J ~ ~ W J 6" Above Finished Floor Below Panel HV 1' Outside Buildin Below Finished Grade S are Conduit o ~ ~ ~ o o z ~
*Future MS-3 is NOT required under this CONTRACT. 53 2 9 P z z o o_ ~ z a J U O J N U
v Provide sufficient space to mount MS-3 in the future without having to move other units. 54 1" 6" Above Finished Floor Below Panel LV 1' Outside Building Below Finished Grade Spare Conduit ~ o d ~ w Z w ~ 3 J w
0 55 1 " 6" Above Finished Floor Below Panel LV 1' Outside Building Below Finished Grade Spare Conduit Q Q Q Q ° ~ ~ Q
56 1 " U U U ~ Q_ ° O 6" Above Finished Floor Below Panel LV 1' Outside Building Below Finished Grade Spare Conduit
m N
6" Above Finished Floor Below Panel LV 1' Outside Building Below Finished Grade Spare Conduit Z
FAN SCHEDULE 5a 1" 6" Above Finished Floor Below Pump Control Panel 1' Outside Building Below Finished Grade Spare Conduit Q
~ 59 1" 6" Above Finished Floor Below Pum Control Panel 1' Outside Buildin Below Finished Grade S are Conduit F P 9 P Q
~ FAN LOCATION TYPE CAPACITY SUPPLY MINIMUM MAXIMUM CONTROL MOUNTING H 6" Above Finished Floor Below Pump Control Panel 1' Outside Building Below Finished Grade Spare Conduit N
3 DESIGNATION CFM/SP VOLTAGE MOTOR HP MOTOR SPEED HEIGHT 60 1 ` D a. c
n VF-101 Pump Room Wall 6500/0.25 115 VAC, 1 0 3/4 1750 RPM Switch/Therm. 8'-B" AFF ~ ~
c U ~ E
° VF-102 Chlorine Room Wall 3000/0.25 115 VAC, 1 0 1/2 1750 RPM Wall Switch 0'-8" AFF 0 m a ~ ~ o
~ VF-103 Ammonia Room Wall 3000/0.25 115 VAC, 1 0 1/2 1750 RPM Wall Switch B'-8" AFF w a
a m H ~ N E
0 z Wall fans shall be propeller type complete with exterior gravity Fan VF-101 shall be controlled by a wall mounted thermostat C) . 0 ~
a 0 operated shutters, wall duct, and interior fan guard. wired in parallel with a wall switch. The thermostat shall close 0 E z ~ ~ -
3 on rise and shall have an adjustable temperature range of 90' o Ceiling fans shall be centrifugal type designed for toilet rooms to 130'F with a differential of not more than 15'F. F- m o o ~ ~
Q and shall be complete with an inlet grille, backdraft damper, N < z cn ~
~ duct, and wall cap. Fans shall discharge through side walls Mounting heights 6'-0" and above are to top of wall opening. o above the ceiling. Mounting heights below 6'-D" are to bottom of wall opening. O a
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DAMPER LOUVER SCHEDULE This schedule does not include all conduit and wire ~ 0 on this PROJECT. Conduit and wire not shown on U U
w Q this schedule shall be in accordance with the Z
3 ~ UNIT LOCATION NOMINAL SIZE MINIMUM OPERATOR MOUNTING National Electric Code and all local codes. ~ 0 ~ LL ~ Q" 7
a~ DESIGNATION (W X H) FREE AREA TYPE HEIGHT Special cable may be required for some equipment. r W ~ °
0 If so, the special cable shall be provided by the ~ 0 equipment supplier and installed by the CONTRACTOR. = Q
~ DL-101 Pump Room 48" X 56" 9.00 Sq. Ft. E,2P,NC 2'-0" AFF U Scheduled wire may be deleted where special cabling RS
O m E,2P,NC -Electric, 2 position, normally Mounting heights are to bottom of wall opening. vi is pro ded. O
~ closed operator. I C U o tr,
° ELECTRIC HEATER SCHEDULE ~ a,
~ DAMPER/LOUVER SPECIFICATIONS U `,,~uuuu~~~ ~uiui„ U iii rir~ 0
Frame - 6063T5 extruded aluminum, minimum thickness = 0.080 inches HEATER LOCATION CAPACITY SUPPLY HEATER THERMOSTAT ~N ~AR SSOC~ % z ~
DESIGNATION KILOWATTS VOLTAGE TYPE RANGE
OD Blades - 6063T5 extruded aluminum, minimum thickness = 0.072 inches 'VON
m UH-101A Pump Room 7.5 480 VAC, 3 0 Ceiling Hung 40'F - 80'F pc _ _ SEAL = LC
Birdscreen - 0.051" X 3/4" diamond pattern, expanded aluminum UH-101B Pump Room 7.5 480 VAC, 3 0 Ceiling Hung 40'F - 80'F 43 F- - - 1972 Z
X Insect Screen - 18 X 16 mesh aluminum
m UH-102 Chlorine Room 3.0 480 VAC, 3 0 Ceiling Hung 40'F - 80'F 0 Finish - Baked on enamel
m UH-103 Ammonia Room 3.0 480 VAC, 3 0 Ceiling Hung 40'F - 80'F
Acceptable Product - Vent Products Model 2000 Ajust-O-Vent Combination Damper/Louver, or equal. x
X 00 0
3 SHEET 41 OF 47
D - 789 RFD

~
~ I I I I ~ , I I I I I
~ , , J I I ~ I I I
J DS-103 I T
I FAN ~ J ~ LV-8 VF-103 LV-4 LV-4 1 LV-4 LV-4 FAN
I LV-13 ` FAN J - VF-101 VF-101 v _ ~ I _ _
WATER PUMP J J' 1 Lv- METER CONTROL I I 1 _ -
PANEL J i UN,103 I PICKUP I I - - \1 Z \ 1 O
REGISTER UNIT A I I m,' J ill~l''~--------r---------------~-- r1• - 1 1 ~
I I IIII II II IIII I ~ II I WATER ~ II IIII I T III I ~ METER C~ c 11 w UH-1018 ~ 1 1
I 111111 II IIII I _ 4-20 mAdc ~--wu--------i ------------------'w~ I LV-6
LOOP N0. 1 I I I I I I 1 l \
I I I QJ I I I 1 I 1 /
Zm I I I C~ Q 1 \ I Z \ 1 O
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METER CONTROL ~ LV-8 ~ LV-7 C 1 I ~ i \ \ 1 E ~:::::::.:3 - - - ` ` I -r-"----,- - - - - - -
INDICATOR/ CABINET I I TOTALIZER I I ~ I \ 1 I 1 1 I z \ ~ o
I I 1 I I I ~ixr-=yr-=.~n~ 1
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I I ~ I I I ~ I I I i ] ~ M~M
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I I I I I ` I I 101 PU 101 PUMP ROOM I _____~_____~UC_~I I ' > ~Wdv°~E
I ~ I I II I I ~ i_ _i I I ~ U i m p ° Gal U F;=-=~ ; I c ~ OF m
MMONIA ~ H ~ Lv-~ C I ~ A / I O a I I C
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I 1~ I / i ~ ~ , ' I ~ • I I I
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LOOP N0. 3 I C I Q m m m m m-'----~---------
CHLORINE LEAK LV-6 LV-fi 1 DETECTOR 0° 1 III III III III III I I II Ll1 III III III III III I
LV-12 CHLORINE CYLINDERS 1 AND SCALES I - - LV-2 I ~ III III III III III I ~ ~I ~ M N W.. coNN , III III III III III I M _ __T____I-____________~ ~ U y N ~
I W W W W W I ~ , I ~ N ~ ~ ~ ~ I
4-20 mAdc SIGNAL LOOPS , I I W~m3UNN
1 / LV-5 ~ 1 N.T.S. ; J ~ ~ r ~ J ~ ~ I LV-4 F- ~ m Z N ~ ILLp ~vv
IJ i I i ~ a I Q I I ~ . _ ~ I 0 00> . I I az E °~E ,
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1 1 ` z I I ~ , I 1 I ~
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II ~ - LV-3 ~ I 1 , LV-3 LV-3 LV-3 ~ 1
1 ~ ~ - - LV-5 C LV-6 I 1 ~ I I I M
I - - - / TO BE PRONDED AND INS 120 VAC CONTROL VOLTAGE 1 T DCWD D - CONTRACTOf TE PROVDED AND INSTALLED BY ~ ~ 1 ~ ~ - 1 I I ~ .YID D -CONTRACTOR N0. 41 , - I I I ~ / - II O
FROM MOTOR CIRCUIT 11 UH,Ja~ WATER uE1ER I ~alrwTOR/ I I / r---------~ / \ I I I °1 / I I a
~ _ ~ \ I I I 0) ~ NOR I FUTURE I ~ 1 1 1 1 1 ~ ~ PUMP CONTROL I MS-3 I ~ I LV-4 ° ~
~ ~ ' / VF- 02 LV-15 ALARM PUMP CC 1_ T / LV-11 DIALER PANEL - IRM PANEL - UNR A LV HV MS-4 I I MS-2 MS-1 I , I LER _ I ~
~ DS-102 I I I I ~ ~ ~ ~
OFF ; I I I O m 0] 0] I I O+ p ~pI m p
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~ p a ~ O x ~ tr ~ ~
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p O O ~ I TO BE PROVIDED AND INSTALLED BY ~ ~ ~ i ~
FLOW SWITCH IN BCWD N-CONTRACTOR N0. 4 3 O O p M O ~
PUMP ROOM ~ W W W UI O
Q Z m N ~ a z w I U Z 0_ ~ c0
W W W W ~ J J w W _J
o p w W~ O O Z~ z z o a
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~ N.T.S. ti w p d ~ ~ J p p p W p Q Q FW-
0 Q Q Q Q 0_ ~ U Q U U U f d p 1~1 p
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m 3 N
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0 0 a ~ 0 0
m 0 w a
a E- y E
m U o
° NORMALLY OPEN GENERAL PURPOSE POWER RELAY AUXILIARY CONTACT IN R SPST Contacts, 20 Amps at 125 VAC o E _ ~ ~ -
° CHLORINATOR BOOSTER C 3 120 VAC, Single Phase Coil m " 111111 N
o PUMP MOTOR STARTER NEMA 1 Enclosure v \,,111 rl~~ ~ 0 ~ ~`~`~N CAR Z N ~
v CR
° MOUNT POWER RELAY NEXT TO BOOSTER v ?~0 c
~ PUMP MOTOR STARTER IN PUMP ROOM v - ~ ~ ~ = _ z
a _ - = W ~
r ~ ~ V ~
w V. LE fA a~ 1r11nnn111 _ z
a 3 >-Q0a
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0 3 PS O~q
U 0 ° MOUNT RECEPTACLE IN AMMONIA ROOM ~ POR ~~'-F~ ~ 3
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m m = 1972 0 V
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x Z 0
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9
X x co SHEET 42 OF 47
3 D - 789 RED

SD101500 20000823 SD040000
20000801 SD100007 2oooosls TABLE 1 -MINIMUM THRUST BLOCK AREAS AND DIMENSIONS
NOMINAL 90' BEND 45' BEND 22~' BEND 11t,~' BEND TEES AND PLUGS 1. Concrete 1. Concrete shall have a minimum compressive strength of 2500 psi at 28 days.
PIPE AREA B H AREA B H AREA B H AREA B H AREA B H SIZE sf in in sf in in sf (n in sf in in) (sf) (in) (in) 2. Minimum 2. Minimum thrust block bearing areas shall be as shown in Tabie 1. Thrust block
( ) ( ) ( ) ( ) ( dimension dimensions shall be chosen such that the width (B) is between one and two
2" 0.4 10 6 0.2 8 4 0.1 6 3 0.1 6 3 0.3 8 6 times the be varied times the block height (H). Dimensions shown in Tabie 1 are preferred but may be varied to meet site conditions.
3" 0.8 13 9 0, 4 10 6 0.2 6 5 0.1 6 4 0.6 11 8 R/W R/W
3. Thrust bII 3. Thrust blocks shall bear against the item being blocked for a minimum of 60' above and below the horizontal centerline of the item.
4" 1.5 18 12 0.8 13 9 0.4 10 6 0.2 6 6 1.0 15 10 above any 30' R/W 30' R/W
6" 3.0 24 18 1.6 20 12 0.8 13 9 0.4 8 8 2.1 21 15 4. Surfaces prior to I 4. Surfaces of Item being blocked shall be covered with polyethylene encasement prior to placing concrete to prevent direct contact and bonding with concrete.
8" 5.2 32 24 2.8 24 17 1.4 17 12 0.7 11 11 3.6 26 20
5, All joints r r onnections. Concrete shall ? z 5, All joints shall be accessible for repair and/o futu e c ~ EXISTING ASPHALT o
D + 6" MIN. 10" 7.7 40 28 4.2 30 20 2.1 22 14 1.1 13 13 5.5 33 24 not cover ~D + 24" MAX. not cover bolts, nuts, or glands. rn in 5
GROUND 12" 10.9 50 32 5.9 36 24 3.0 24 18 1.5 15 15 7.7 40 28 M W 0'
16" 18.9 65 42 10.2 46 32 5.3 32 24 2.6 24 16 13.4 54 36
Bearing areas in Table 1 above ara based on bearing 5' MIN. Z
against sand. for other soil conditions, the areas and ts' MIN. - to'i ~ SLIALLER dimensions in Table 1 above shall be multiplied by the z+' AIIN, - tz'1 k LARGER TYP. ° F
appropriate multiplier from Table 2 below. GROUND suRVACE a
R B ~ m
I z TABLE 2 -SOIL MULTIPLIERS e~?
~ SOIL UNDISTURBED SOIL ~ ~ UNDISTURBED SOIL B~?
M SOIL BEARING AREA DIMENSION ~ ~ d,. a a, coNCRETE WATER MAIN °
STRENGTH MULTIPLIER MULTIPLIER ~ ` TYPE sf ~ s'N ~ ? THRUST BLOCK
(P) y. 's STEEL CASING °z
Soft Clay 1,000 4.00 2.00 CONCRETE • ' 1HRUST BLOCK TYPICAL DRYBORE CROSS-SECTION
Silt 1,500 2,67 1.64 _
p Sandy 511t 3,000 1.33 1.16 ~ NOTES THRUST ~
THRUST 1, ALL CASING SHALL EXTEND FROM THE z ~ or
Sand 4,000 1.00 1,00 EDGE OF PAVEMENT A MINIMUM DISTANCE ~ ~ ro ~ M EQUAL TO THE DEPTH OF THE CASING ~ ~ w ~ ~ ~
Sandy Cloy 5,000 0.80 0.90 CONCRETE ~ ~ STEEL OUTER v ~ ~ ~ ~ M,° BELOW THE PAVEMENT, BUT NOT LESS CASING ~ c a a ~ n
THRUST BLOCK = M N Hard Clay 9,000 0.45 0.67 = i THAN FIVE (5) FEET. ~jJ J ~ ~ % z
UNDISTURBED SOIL m o BRICK & MORTAR ~ m ° ~
TYPICAL SECTION VIEW PLAN VIEW - 90' BEND 90' BEND PLAN VIEW - 45', 22~/~', AND 11J(' BENDS 2. EACH END OF THE CASING IS TO BE Q • Z p $ ~ m SEALING ENDS m , w SEALED WITH BRICK AND MORTAR. ~ w o. v r E
~ ~ U L mO °mU
WATER LINES SHALL HAVE MINIMUM COVER OF THREE (3) FEET IN ALL DIRECTIONS WHEN INSTALLED WITHIN 3. CONTRACTOR SHALL PROVIDE SPOT ~ ; m ~ 0 m ~ . Q c ~ ELEVATIONS OF CASING DURING BORING ~
TWENTY (20) FEET OF THE ROAD CENTERLINE. IF WATER LINES ARE INSTALLED IN A DITCH OR DITCH SLOPES OR BEYOND TWENTY (20) FEET FROM THE ROAD CENTERLINE, MINIMUM BURY SHALL BE INCREASED m OPERATION AT LOCATIONS REQUESTED BY d
TO FOUR (4) FEET IN ALL DIRECTIONS. B-? ENGINEER. CONTRACTOR SHALL REPAIR U) ANY PAVEMENT CUTS ASSOCIATED WITH •
Q THE SPOT ELEVATIONS. THE COST OF
B/2 UNDISTURBED SOIL PAVEMENT REPAIRS SHALL BE INCLUDED ~ O IN THE PRICE OF THE DRY80RE.
CONCRETE B/z CONCRETE THRUST BLOp( o
UNDISTURBED SOIL THRUST BLDCK Q 4. PROVIDE THRUST RODDING BETWEEN THE WATER MAIN c
STEEL CASING AND THE FIRST FITTING ON ~ W
THE PIPE LINE EXITING THE CASING IF THE TYPICAL CASING END VIEW U w w R FITTING IS WITHIN TEN (10) FEET OF THE ~ U ~ c°DV N n
m THRUST m END OF THE CASING. WHERE A VALVE IS LL N v N
THRUST m LOCATED BETWEEN THE END OF THE 0 c m CASING AND THE FITTING, THRUST F m 3 z ~
RODDING SHALL BE CARRIED THROUGH ~ o ai
THE VALVE. a z° O , o ~
Boa€QE tf gym
2 ~a
PLAN VIEW -TEE PLAN V1EW -PLUG
a~ r
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20000823 SD103002 20000724 SD044020 20000614 SD044021 ~ ~ a r w ~ a r Y
/ ~ ~ a7 m m UNITS ~ n~ o o m a
MEASUREMENT LIMITS FOR CREEK CROSSING OR RIVER CROSSING PAY UNITS
3/4'16 90' EYEBOLT o ~ ° j a ~ ~
0 3/4"~ THREADED ROD WITH STANDARD 3/4'11 MECHANICAL HDPE, SDR 9 o N JOINT BOLT AND NUT MECHANICAL JOINT WITH PE3408 WATER LINE 5DR 9 MECHANICAL JOINT WITH I I > ~ ~ ~ o ~ a ~ ~ ~ Ul U ~ Q WATER LINE GRIPPING RING RESTRAINT
o NUTS AND WASHERS ON EACH E D GRIPPING RING RESTRAINT CU ~ I I
m 3/4"~ 90' EYEBOLT Q i ~ J J O N 18' MIN. 18' MIN. 18' MIN. H ~ ~ ~
TRANSITION REDUCER ~ o o m o
N TRANSITION REDUCER ~ TRANSITIO io n DIP TO HDPE n H HDPE TO DIP Q I I r F
~ ® ~ R W
CU ~ 01 w i;i ~ ~ ~ ~ U O O
Q HDPE ~ Z z w ~ °o
O O EOP PIPE DIP DIP OIP PVC w W W w _ a J_ lL t0
a EOP ~ W W~ Z Z~ J
~ C/L _ BRIDGE OR _ C/ L W p W h Z ~ - - - J 3 J J U Q
D - - - CULVERT(S) o a ~ ~ 3 ~
N ~ EOP EOP MECHANICAL JOINT MECHANICAL JOINT MECHANICAL JOINT o 0 o a o a a WITH GRIPPING WITH GRIPPING WITH GRIPPING ~ ~ ~ ~ ~ o ~ o
0 o 0 RING RESTRAINT RING RESTRAINT RING RESTRAINT
~ N PIPE OR FITTING JOINT PIPE OR FITTING JOINT ~ ~ TRANSITION REDUCER
0 (SEE DETAIL BELOW) Z
J O R Q R/W R/W O
a ~ ~ K w F'
~ ~ ~ F" , N H
0 0 Y a c
~ T RODDING IN ACCORDANCE WITH SECTION w 1. PROVIDE THRUS w ~
02668 OF THE SPECIFICATIONS. ~ ~ ~ U ~ E
a~ O ° 2. PROVIDE THRUST RODDING WITH 90' EYEBOLTS, RODDING LUGS, TRANSITION REDUCER ANSITION REDUCER a' > ~ MECHANICAL JOINT y p HDPE TO DIP ~ `
c AND THREADED RODS IN ACCORDANCE WITH THE TABLE TO THE DIP TO HOPE ~ LEFT. PLAN VIEW a
Q DUCTILE IRON CONCENTRIC REDUCER N
~ NOMINAL NUMBER OF 3. EVENLY SPACE THE REQUIRED NUMBER OF THRUST RODS ~ PIPE SIZE THRUST RODS AROUND THE PIPE JOINT MECHANICAL JOINT WITH AWWA C110 OR AWWA C153 MECHANICAL JOINT WITH O ~
~ (inches) REQUIRED GRIPPI G RING RESTRAINT EXISTING GRIPPING RING RESTRAINT M O E x Y. 0 MECHANICAL JOINT WITH m ~
o - 4. INSTALL EYEBOLTS IN LIEU OF STANDARD MECHANICAL JOINT ~ GROUND MINIMUM RADIUS = 4 2 IN S USING SURFACE 1200 X DRILL ROD DIAMETER, OR GRIPPING RING RESTRAINT ~ y ~ N 0
~ BOLT IN ALL ROUND HOLES. INSTALL RODD G LUG 50 X PIPE DIAMETER, WHICHEVER IS GREATER. STANDARD MECHANICAL JOINT BOLTS IN ALL SLOTTED HOLES. Q Z N
3 W 6 4 DO NOT USE EYEBOLTS IN SLOTTED HOLES. ~ ~ r W 0 0
~ W B 4 °c' S, COMPLETELY TIGHTEN ALL MECHANICAL JOINT BOLTS BEFORE DUCTILE ~ Z HDPE IRON Z O ~
~ = INSTALLING THREADED RODS. 10 4 PIPE PIPE O
m (n 6. WHERE THRUST RODDING IS REQUIRED AT THE ENDS OF STEEL - W f- L
m J 12 6 CASING, WELD EYEBOLTS TO THE OUTSIDE OF THE CASING WITH ~ PVC WATER LINE 20~ MIN' 20' MIN. U m 0 HORIZONTAL PVC WATER LINE Q LL ~ ~
11' - 14 8 1/4" BY 3" LONG WELDS ON EACH SIDE OF EYEBOLTS. SPACE ~ HORIZONTAL Q EYEBOLTS AROUND CASING AT ANGULAR LOCATIONS ~ ~ E- F" ~ ~
~ 16 10 CORRESPONDING TO THE ANGULAR LOCATIONS OF EYEBOLTS ~ e ~ A 350 DIP, CLASS 350 ~ N ~ Z
a AND/OR RODDING LUGS ON THE FITTING OR VALVE. DIP, CL SS MINIMUM RADIUS = U o W WATER LINE 50 X PIPE DIAMETER HDPE, SDR 9 WATER LINE HDPE MECHANICAL JOINT ADAPTER Z f7 0 0 a
~ 0 7. INSTALL THREADED RODS THROUGH EYEBOLTS AND RODDING i PE3408 WATER LINE LINE WITH STIFFENING INSERT U F.• Q, ~ ` 0
a LUGS. INSTALL NUT AND WASHER ON EACH END OF THREADED ~ ° z ROD AND TIGHTEN SNUG. DO NOT OVERTIGHTEN. MINIMUM RADIUS = Z 4l
~ L O 50 X PIPE DIAMETER = ~ ~ TRANSITION REDUCER
N ~
~ L E 1 HDPE TO BE INSTALLED UNDER CRE K I c V ;REEK OR ~
RIVER BY HORIZONTAL DIRECTIONAL DRILLING a IAL DRILLING 0
~ M i LL.1 v 0 ~
z~
crrnn~i ~nn~i
v
ci)
vp
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co ~ MECHANICAL JOINT THRUST RODDING p CREEK OR RIVER CROSSING WITH HDPE INSTALLED BY HORIZONTAL D NTAL DIRECTIONAL DRILLING TRANSITION REDUCER AND JOINT RESTRAINT FOR E CREEK OR RIVER CROSSINGS WITH HDPE PIPE F SHEET ~ of 47
D - 789 RED

20000803 SD044010 20000803 SD044011 20000803 SD044012 20000803 SD044040
z Z ~ ~ z TRENCH WI i- / DTH
R/W ~ R/W n R/W r,
w is~~ WATER LINE w W W__,` WATER LINE W
W W W W W_ ,mow WATER LINE
CASING
w w w W w , W ~ ~ TRENCH w
= WALL ~ U
BRIDGE OR CULVERT(S) BRIDGE OR CULVERT(S) BRIDGE OR CULVERT(S) ? ~ I /-UTILITY LINE ~ - - - - ~ I ~ (DIAMETER VARIES) o
I
ANTI-SEEP COLLAR ~ S I ~ CLASS B CONCRETE ~
OR COMPACTED CLAY
~ WITH TRANSMISSIVITY \ X D J NOT TO E CEE
_ ~ - ~ 1 X 10'5 CM/SEC
R/w PLAN VIEW R/W PLAN VIEW R/w
PLAN VIEW 6" INCHES t-? iv EMBED COLLAR 6" INCHES o ' BEYOND TRENCH WALL a
U
SECTION 0
6" INCHES TRENCH--?I-+-? 6" INCHES ~
ANTI-SEEP COLLAR a
CLASS B CONCRETE °
OR COMPACTED CLAY ~ WITH TRANSMISSIVITY z
NOT TO EXCEED
1 X 10'5 CM/SEC
N
U
vAiVA y\iVA/ yAA~\ Z z ar ~ c~~M
\\j/\\j / / / / / / / ~ ~ N W ~ ~ ^ r.
/~/j~/j~/i/T \//i/// \//i///
\\r\\\\ PAN ~ z_ W ~ o = x Z ~ x10p •mrn
~V//\ \ - /V//~~//' ~V//\ - / //V//~ i \,~A/AA/A CREEK - ~,//AA//AA/, A,~A/AA/A CREEK /AA/AA/~~ VAi~A~AA/A OR OR ~ r\//\ CREEK \ I"" m \r\\j/\\j/\ / ~ ~ . Q , . " OR Q • z ~ p g m
RIVER \/i;/\/ RIVER ~//VA//VA ~AA~'~ 4' Pvc, soR z1, zoo Psi v/~VA//VA ~AA~/,~//~ RIVER /~~//j//~/ CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 12 REQUIREMENTS ~a w a v ~ ,E
WATER LINE ~\iVA//%/ ~\~VA//%/ 1. AN ANTI-SEEP COLLAR SHALL BE PLACED AT THE DOWNSTREAM (UTILITY LINE GRADIENT WETLAND BOUNDARY m ~ cD u".
/ 4' MINIMUM / 4' MINIMUM ~ AND EVERY 150 FEET UP THE GRADIENT UNTIL THE UTILITY EXITS THE WETLAND FOR BURIED UTILITY LINES. ~ 4~ IAINIAI 1A ~
2. WETLAND CROSSINGS THAT ARE DIRECTIONALLY DRILLED, AND PERPENDICULAR WETLAND CROSSINGS THAT ARE ~ ~
PVC, SDR 21, 200 PSI OPEN CUT AND LESS THAN 150 FEET LONG DO NOT REQUIRE ANTI-SEEP COLLARS. Q ~ 00 PSI
PIPE SLEEVE, DI WITH WATER UNE PIPE SLEEVE, DI wITH 3. CLASS B CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS: D
PVC, SDR 21, 200 PSI PVC TRANSITION GASKET WATER LINE PVC TRANSITION GASKET ~ ` 0)
STEEL CASING, MINIMUM - 4" DIP, CLASS 350 THICKNESS 0.188" RESTRAINED JOINT WATER LINE DIP, CLASS 350 A. MINIMUM CEMENT CONTENT, SACKS ~ o BALL JOINT WATER LINE PER CUBIC YARD WITH ROUNDED Q
BALL JOINT COARSE AGGREGATE 5.0 Q U1
SECTION VIEW SECTION VIEW I«STRAINED JOINT SECTION VIEW B. MINIMUM CEMENT CONTENT, SACKS V rn
PER CUBIC YARD WITH ANGULAR aa~~ w N COARSE AGGREGATE 5.5 C V m c°DV a ti
C. MAXIMUM WATER-CEMENT RATIO a in a ~ ~ ~
GALLONS PER SACK 6.8 0 ~ a n ~ w m 3Z~N p, SLUMP RANGE 2" TO 4" ~ ~ B .vN
E, MINIMUM STRENGTH - 28 DAY PSI 2,500 ~ ~ m y
az~~om aoa€aE
~ ti~~
t
N D
r
TYPICAL CREEK OR RIVER CROSSING FOR WATER LINES TYPICAL CREEK OR RIVER CROSSING FOR WATER LINES TYPICAL CREEK OR RIVI EK OR RIVER CROSSING FOR WATER LINES ANTI-SEEP COLLAR FOR WATER LINES 3
LESS THAN 4 INCHES IN DIAMETER INSTALLED BY OPEN CUT 4 INCHES IN DIAMETER INSTALLED BY OPEN CUT GREATER THAN 4 INCHES IN INCHES IN DIAMETER INSTALLED BY OPEN CUT INSTALLED BY OPEN CUT ACROSS WETLANDS /
•L w ~ a J
20000803 SD044030 20000803 SD044031 20000803 SD044032 20000727 SD041002 orn ; a
GROUND LEVEL w ~ a } m m
i / N N m 0~ O
/ / / ~ / / O I~ r O \\/\\/\\/\\/\\/\\/i~\/\\/\\/~\//\~/\\//~\%~\/\\\/\\\/\\\/\\\/\\~\\/\\~\\~\\/\\~ ~ O O O W ~ m j
z z ~ ~ ~ 0'-36" MIN. I I > a 3 0!
R/W ~ R/W ~ R/W i. ~--CENTERED ~-CENTERED N o! ~ d a rn p p u~i ~ o Q
- - W - - - - ~ ~1 WATER LINE - _ _ W W W WATER L1NE - _ - W - I N N W W W-mow waTER uNE PROPOSED MAIN ~ ~ o
W ~W / ~ d d ~
CASING 00 `a W W W W W ~ O F ~ W ~I O D t0 p
0 0 R1 MAIN TO BE CENTERED OVER DRAIN. ~ I I ~ v = ao ~ ti °z o o ~
v ~ BRIDGE OR CULVERT(S) BRIDGE OR CULVERT(S) BRIDGE OR CULVERT(S) NO PIPE JOINT SHALL BE INSTALLED -I ~ EXISTING STORM PIPE JOINT m
o - - - - OVER DRAIN. ° SEWER DRAIN } w ~ ~ p 0 0
W O¢ Z W m o z o! m o
i U W W - N W W ~ GROUND LEVEL W o d N J
o J ////Alv~v\\ ° w ~ o! z z ~ ~
m \'VAA//AAjAAjAA~\j~~j~VAiAAi~AiV~A/~~%~\%~A%~A%~\%AA%AAA~AA/VAA~AA~\~\~AA/VA/VAS 0 -18 MIN. 3 U z
~ R/W R/W R/W Cfl PLAN VIEW PLAN VIEW - Q d d d~~ U d PLAN VIEW PROPOSED MAIN ~ ~ ~ ~ a ~ ~ ~
m N 3 w
~ 10 LF MIN. STEEL CASING INCLUDED
~ O N O IN UNIT PRICE OF PIPE. Z
O O O O ~ z PIPE JOINT 0 STEEL CASING TO BE CENTERED OVER DRAIN. -I ~
~ ~ o ~
LL O ' CU NO PIPE JOINT SHALL BE INSTALLED INSIDE CASING. EXISTING STORM SEWER DRAIN y
I Y J J H TRANSITION TO 36" COVER WITHIN 50' Q. C
Q ON EACH SIDE OF STORM SEWER. ~ d ~ E
W 0 a~
3 ~ o GROUND LEVEL `
~ I \~/V AA/ AA%~A/ //\/~/i\/i\/i\~/i\/i /i / / / /i /i /i /i /i /i /i / / / / / / / / /i /i\// / / G \!vv/vv/vv/vv/vv/vv/vv/vv/vv/vv/vv/vv/vv/vv/vv/vv/vv/vv/vv~/vv/vwv/vv/vv/vv/vv/vv/vv/vvw!?/. /,/i.,
t0 O / / / \ \ ~//;/iv/i;/ice//~~~ ~ r~/,~/,~/,;/i~!iv/iv/iv/iv/iv/iv/iv/iv/iv/i`~/ivy/iv/ivy/~//` y E / / /i /i,i/ / iv~!vv/v/v/v/v/v/v!vv!w!,vi~ r.
p / \ i\\ \\\\\j~~\ \\i~\\ \r \ \ / / ~/~/i
o / i~ viviv v v/v,~v. 0 ~ \ \ \\i\\~ EXISTING STORM ////////r MAIN TO BE CENTERED UNDER DRAIN. m
I'- ~ / / \\r\\\\\ SEWER DRAIN ~ ~ y NO PIPE JOINT SHALL BE INSTALLED =1 ~ ~
~ W /~/V//\ DITCH V//V~// VAA/AAj /AAj~~ ~ ~ DITCH \ N T UNDER DRAIN. Q ~ Z N I DI CH / F-
4" PVC, SDR 21, 200 PSI PVC, SDR 21, 200 PSI N WATER LINE WATER LINE
~ 4~ MINIMUM / Z ~ ~
~ 4' MINIMUM 4' ?~INl~uu PIPE JOINT 24" PIPE JOINT ~ " ~ ; - W
J 3 MIN. F- ~ ~ I- m o
PROPOSED MAIN ~ Q LL PIPE SLEEVE, DI WITH ~ ~ ~
~ Q PIPE SLEEVE, DI WITH PVC, SDR 21, 200 PSI ~ WATER UNE PVC TRANSITION GASKET PVC TRANSITION GASKET I,,,, ~ ~
STEEL CASING, MINIMUM 4' DiP, CLASS 350 W DIP, CLASS 350 BOLTLESS I-F--CENTERED-+ CENTERED ~ y Z
THICKNESS 0.188" RESTRAINED JOINT WATER LINE m Q RESTRAINED JOINT WATER LINE Z } Q O L 0
w c SECTION VIEW SECTION VIEW RESTRAINED JOINT BOLTLESS RESTRAINED JOINT WHERE UNCASED BORES ARE NOT POSSIBLE OR WHERE B. THE EXISTING STORM DRAIN SHALL BE U ~ ~ a ~ SECTION VIEW DURING INSTALLATION THE BEDDING BENEATH THE SUPPORTED IN PLACE AND PLOWABLE FILL rr ~
Z 0 o O Z EXISTING STORM DRAIN IS DISTURBED, THE FOLLOWING (CEMENT GROUT) SHALL BE USED AS ~
0 ACTION IS REQUIRED: BEDDING BETWEEN THE WATER LINE AND THE ~ ~ ~ CENTERLIN OF THE STORM DRAIN. E
rn - rn rn A. THE EXISTING STORM DRAIN SHALL BE REMOVED ~
m i m AND #57 STONE BEDDING SHALL BE USED THE COST OF BEDDING, #57 STONE, PLOWABLE FILL, ~ C BETWEEN THE WATERLINE AND THE CENTERLINE ETC. SHALL BE INCLUDED IN THE UNIT PRICE OF THE ~
rn M i W OF THE STORM DRAIN, OR WATER LINE.
~I V 0
Z ~
U ~
6
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00 2 O
w U
~ Q TYPICAL DITCH CROSSING FOR WATER LINES TYPICAL DITCH CROSSING FOR WATER LINES TYPICAL DITCH CR DITCH CROSSING FOR WATER LINES G WATER MAIN CROSSING STORM SEWER H
3 ~ LESS THAN 4 INCHES IN DIAMETER INSTALLED BY OPEN CUT E 4 INCHES IN DIAMETER INSTALLED BY OPEN CUT F GREATER THAN 4 INCHES IN INCHES IN DIAMETER INSTALLED BY OPEN CUT SHEET as OF 47
D - 789 RED

_
• _ . _ _ - SD 102009 d201 SD 102011 95
SD 10202b 950912
SD 102000
I
• z o
w
' 24"MIN. DIAMETER •
2~-0~~ MIN,
24 MIN. DIAMETER 9 °t f` SQUARE 2"MIN.
2 MIN. 7 ! ~ ~ ~ ~
1=6~~ MIN. CONCRETE TO BE 9°t R 2 MIN. 7 ~t it
SQUARE PAINTED ORANGE 0 COLOR DESIGNATED T±
7 t BY OWNER . i~ „ ,i//,Gi/` i i f,,••-_.~ i CONCRETE POURED 6 MIN. pOURED IN PLACE ATE POURED • ' • .
IN PLACE. '',i~ •'r.'.'•'. CONCRETE PRECAST CE: CONCRETE TO BE VALVE BOX PROTECTOR ~
24~ SQUARE ANO 6 a DEEP. CONCRETE ANO RING . °
' •.y'~'.'. •~r~"i•• RE-CAST X Z CONCRETE P N ' > VALVE BOX TOP TO ~
VALVE BOX PROTECTOR m ~ F; ~ ' '1' RING • W a BE PAINTED WITH 1 ~ i
- X11_ : d;.l~l:ll; I i1~111,~ I%li ~ VALVE BOXES TO BE ~ x I PRIMER COAT-TNEMEC z BOXES TO BE o o z
- •;.i, > ~ CAST IRON. RON. m ~ SERIES 66 HI-BUILD CAST IRON VALVE BOX ~ ~ •M EPOXOLINE-REO, M
VALVE BOXES VALVE BOXES TO BE z TO 8E CAST IRON. CAST IRON, _ ~ m ANO N z EC V
•i Z ~ _ Z M w I FINISH COAT-TNEM ~ w SERIES 73 ENOURA- Z m . Z
CONCRETE ~ w SHIELD Ht-BUILD ACRYLIC ~ ~ "'t0M
SUPPORT • " •v ~ • ;a:,.:;; , THIS TYPE CONSTRUCTION POLYURETHANE ENAMEL rn ~ W ~ n n n U U(ArNMm V! c LL«n nn
VALVE 80XES TO BE- " SHALL BE UTILIZED WHEN 80XES TO BE ~ RED. SUPPORT VALVE BOX ~ w ° ~ o„ rn ' ~ RE E TO CURE 28 WITH BLOCKS ° W ~ 01 " ~ CONC T o J ='m o ? ~
CATION OCCURS VALVE BOXES TO BE BLOCK VALVE LO IN NON MAINTAINED R/W BLOCKED N a DAYS PRIOR TO PAINTING, a f"' ~ 3 m o
V LVE BOXES AREA Le., AT CREEK W A ~ ~ ~ Q ~ z~0~cm ~wD:v"rE
TO BE BLOCKED w CROSSING. INSPECTOR BUTTERFLY VALVE U L m o o~~
a SHALL DESIGNATE AREAS > WHERE TYPE A"VALVE AWWA C-500 C-500 WITH BURIED GEAR m ~ A OPERATOR- AWWA t-504 O c ~ a JALVE ~ ~
INSTALLATION SHALL BE GATE VALVE UTILIZED . 0.
AWWA C-500
AWWA C-500 GATE VALVE GATE VALVE ' Q • TYPE B
m
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Q
TYPE A W V ~o
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SD106400 ~ ~ w v a } m m 192 ~ \ '0 / N N m
„ SD 102030 960807 102070 94 012,4 ~~s` o w n o° m o °o °o °o ~ ~ ~
pl ~ / o o w a ~ ~
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a ~ ' D RFFk 114 ~ :~r4;~;:'::~.~•':':•~':''~'•'.~',~':'•'~~':';~:'::~'::~~~•~~':~~~:~~':•'::'•~''~'~:~ J_• ~ 9 BR'S 109
/ ~ ~ + c- ~ :;'o'' 922 .•6~. .1]:~.•'. F•: TRAVf~~,''.~fi:QN~'~N~.•'.:•.:'.•:•:•:•'.•; "•i:)
o a ~ • •.5 GN OLI , A 9
o ~ 2'-0"MINIMUM \ ~ ti,• N _ 7V".~,OIkTINO:;Tpyyylq;V~11:V~.QO~•'•7; :~;'•:.•:•;••;•:',•;•:,;':',~;•;.•;•',;'•;r;•:•:'{.''•'.;;.:'•;:'.•;•'~•'•'.~;•'•''•':'i'•'r~•'; ~ G•• 1'r+ W O t ~ ~ • 921
U RE o ~ SO A PARTMENT EDGE OF PAVEMENT G' E"' ~;i'; BLIND BAIDGE Rp, ~
HINGE PROTECTIVE PADLOCK COM ~ 8,. WITH TWO PADLOCKS KEYED DIFFERENTLY Ulm- BEA5lEY5 Rp• ~ 1 ~ f-
a 0 ' ~ ~ Q
w r r' c ~ ~ CONCRETE POURED •.1
° N PLACE :'.~:'•;;1. • 6"MIN. ~ I . POURED IN PLACE L°- ~ E , p ~ rL ~
~ ~ CONCRETE TO BE o~ 1 Fags t6 Ao. 0 > y ~ ~ 0
24" SQUARE ANO 6" ~ ~j„ o DEEP. CONCRETE AND RAEFDRD Q
~ m VALVE BOX TOP TO BE p O ~ W _ . • _ ~ . - y CAR - R LN, 915 E - - wA7ER 9 ~ N
° VALVE BOX TO BE J PAINTED WITH I 4ETEA ~ ~ O ~X ~ E ~
° FABRICATED FROM ~ ~ ASTM A252 GRADE 2 ~ I PRIMER COAT -TNEMEC 9 •t HERBERT d SMTT 92 ~ m
n STEEL, MIN. THICKNESS p ~ SERIES 66 NI-BUILD ~ ~ ? EPOXOLINE -RED, 3000 LB. PSI ° 0.188", PAINTEp WITH H ~ AND CONCRETE POND N J Q ~
N TNEMEC 46-465 ~ Q N 9 916 F.,, 2 to
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~ SMIELDHI-,BUILD ACRYLIC I'•""•~''"~•~•• POLYURETHANE ENAMEL i••'~~'~ 2 L ~ L Is_il o Z „ ~ ~
VALVE BOX TO BE f0 W BLOCKED ~ RED, 3 W ~ z 0 • r 0 3
p1 W ~ CONCRETE TO CURE 28 2 W ~ 91 U ~ m 0
c ~ > DAYS PRIOR TO PAINTING. ~ a LL
m AWWA C-500 ' 6~2M • C a I~ F•• F- v
GATE VALVE m J (n N m _
w 985 L Z p 0 7 8 12 ~ a lU L 0
Q • ~ ~ F- ~ o 018
E n W 24 MINIMUM DIAMETER PA1NT CDLDR SFIALL 8E WHRE c xp0• W K~ Z a~ o F
0 ~ Q ' EACH GRID SQUARE IS 9 6 z' x „ z'. LL ~ c~ I I/ /
m ° ~ , 6 0 YELLp'N CUT ~ I
rn L O C ~ RD. , ~L' ~ ~ 6, , itf
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co RELIEF VALVE AREA O OF LOCATION SHEET 45 OF 47 PAVEMENT
w C PRECAST CONCRETE ~ PAV o ~ GATE VALVE AND LOCKABLE BOX G VALVE BOX PROTECTOR RING MARKINGS
D - 789 RED

S0042034
SD 042005 990902 '
SDIO5000 990902 990827 • r•
I' 2't I' OPERATIONS ON SHOULDER WITHIN T'~NO FEET PVC EXTENSION
OF EDGE OF PAVEMENT ON TWO-LANE ROAD ' (WfrH CAP 1
2'~ SURFACE COURSE CONCRETE RING PRECAST OR OOUBLE~ CHECK VALVE
POURED IN PLACE (wtTH SHUT OFF YaLVES)
0 METER BOX METER BOX Z
• (M8X 1A) (MBX-1A) ~
~ /~`w TYPE HB BITUMINOUS CONCRETE • Z ` BASE COURSE 6'~ THICK OR TO Jk`/ w .v~ ~ i / / - ~
~ j ~ ORIGINAL SUBGRADE, WHICHEVER
/ IS GREATER. ~'/fi/: ~ :n ~ ~l 3 l~ "'~i:~' 1 ''":1 I
M BRICK SUPPORTS
III II i • FOR VALVE ~ ~ GATE VALVE Z
l/I I~~ , i 6' LAYERS OF FILL MATERIALS & BOX BOX 12"-'I F a
I;I j EACH LAYER TO BE TAMPED. 1 ENO LEGEND PVC (~~BAICK SUPPORT W L_J
COMPACTION 98% CONSTRUCTION METER BOX IIl ~ MINIMUM (SUPPORT BOTTOM WITH 11 STANDARD PROCTOR. • CONES/DRUMS BRICKS) warER ° MAIN t BRONZE swtvEL
~ • ' CONNECTOR ~
MAIN \~i \ FLAGMAN 12"MIN. COMPANION FLANGE °
/~`///~~/,<~/r MAXIMUMz 3000 MINIMUM-500 ~ FLASHER ANGLE METER STOP • PVC ADAPTER, SCH 80
TRAFFIC CONTROL SHALL PVC PIPE i
AT A MINIMUM COMPLY WITH 1 SIGN ~~'!:~7`T•• fSOR 21, 200 PSl) WATER METER WITH FLANGED ENDS
PART VI OF THE "MANUAL 41° BEND, •
ON UNIFORM TRAFFIC CONTROL DEVICES "AND ANY ; • - • ' PVC SCH. 40 CURB STOP WITH LOCK N WING U ~
SUPPLEMENTS PUBLISHED BY • BRICK SUPPORT TAILPIECE pVC ADAPTOR BRASS NIPPLE Z ~ o~
A THE NCOOT • B H T I N M E A L P T L P A VALVE ~ M ~ M DUAL CHECK PVC ADAPTER SCH. 80 BRASS NIPPLE ~ cA w m N ? ~
`i MAXIMUM-300,0' 4S° BEND, PVC SCH. 40 (f~ 'o U ~ ~ N n ~
MINIMUM = 500 • SERVICE LINE WATER METER PVC SCH.80 CORPORATION STOP c ~ ADAPTOR W ~ O~ x Z m
o • AWWA C-700 I„_ BRASS SERVICE SADDLE, = 3 m° o PVC SCH. 40 DOUBLE STRAPPED OR ' V • Z aO$ C
~ m EXTENSION PIPE TAPPING SLEEVE wd•o"L E
1 FLAGMAN AHEAD ' U ~ mo ~m~ PVC CAP ~ ~ U ~
SERVICE SADDLE , (NOT WELDED TO PIPE) Q c ~
~ 2't I' m c • ~ ~
O
12" SERVICE INSTALL 1~2"METER,PIPE aN0 APPURTENANCES. Q • FOR 1/
2`SURFACE COURSE FOR 2 SERVICE INSTALL 2 METER, PIPE AND APPURTEPIAF(CES, Q
. ~ . : Y.: urw IF PRESSURE REGULATOR IS REOU?AEO, INSTALL IN SEPARATE > ~
•'y'• 1 CONSTNUCTIO • , y' '~;~;y;~ AHEAD CORPORATION STOP IATION STOP METER BOX ON DOWNSTREAM SIDE Of DOUBLE CHECK VALUE. ~ ~ ' INIMUM OF THREE (3 I FEET BELOW FINISHED ~
' ri INSTALL SERVICE LINES A M ~ UM OF THREE (3) FEET BELOW DITCH INVERT D W
~ CABC (TAMPED) ~ ~ / INSTALL SERVICE LINE° ? i / MINIMUM COMPACTION ELOW FINISHED GRADE ANO A MINIM V CE LINES A MINIMUM OF THREE 13) FEET B ENCasE SERVICE LINE N PVC PIPE OR GaLVaNIZED STEEL PIPE w „ ~ ~ N ILL SERVI
GRADE AND A MINIMUM ~ 98% MODIFIED PROCTOR fE AND A MINIMUM OF THREE l 3) FEET BELOW DITCH INVERT wHEREYER SERVICE LINE is INSTALLED UNDER PavEMENT. p m N N
~ 8 THICK OR TO EXISTING SET METER 4N0 BOX TWO FEET BEYOND RIGHT-OF-WAY OR 0 c m a n n
rn ~ ~ THICKNESS, WHICHEVER 1~~ (i IS GREATER . ENCASE SERVICE LII SERVICE LINE 3' BEHIND TOP OF DITCH BANK, WHICHEVER IS GREATER, ~ .G ~ z ~ ASE SERVICE LINE IN PVC PIPE WHEREVER ~ a a
~ IS INSTALLED UNDEI UNDER PAVEMENT. ~ ~t ~ m v`~ (STALLED 0 0 0 > c ai
it {1 6 ° A F . i ; L YERS 0 FILL MATERIALS ~Za:€rE
~ ~ EACH LAYER TO BE TAMPED. ~ SET METER AND B0. MINIMUM COMPACTION 98 % 3' BEHIND TOP OF OX TWO FEET BEYOND RIGHT-OF-WAY OR 0 N u1°. m ~ METER AND B tf ~ ND TOP OF DITCH BANK, WHICHEVER IS GREATER. Z ~ LL EHI
I~~ ~ STANDARD PROCTOR. IF TRAFFIC ENCROACHES INTO OPPOSING LANES, MORE •
' ~ EXTENSIVE SIGNING IS REQUIRED N BOTH DIRECTIONS, MAIN ~ JIB ALONG WITH A FLAGMAN.
m 0
m
II Ii , JI 3
~ RV R T A II 1 n 1 V
4 m a
° o+ a
951002 SD 042504 ; SD 042500 W v o. r m m
/ ~ ~ m
000822 SD a1501 s9oe2e SD )41504 oooe22 , • o ~ rte. a o i~ o 0 0 o w m
a • % $ °o w ~ o rn > a ~ ~
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Noyes: v /^i' / X 0 0 to U C] Q
1. UNIT PRICE OF THE HYDRANT SHALL INCLUDE ALL NOTES. • I ~ ~ _J J_ Y W ~ Q Q W
BARREL EXTENSIONS AS REQUIRED TO PROPERLY ~ I. UNR PRICE OF THE HYDRANT SHALL INCLUDE I ~ ~ F- I- K ~r CAP, NO CEMENT r I w w ~ 0 0
MOUNT HYDRANT WRH RESPECT TO TOPOGRAPHY. ALL BARREL EXTENSIONS AS RE0URE0 TO PROPERLY MOUNT HYDRANT WITH RESPECT • v I I ~ ~ R/w ~ a
Z. HYDRANT LEG UNDER DITCHES SHALL HAVE A MNIMUM TO TOPOGRAPHY, 0 0
OF FOUR 141 FEET OF COVER BELOW DITCH WVERT. • 2 HYDRANT LE6 UNDER DITCHES SHALL WIVE A w w a
°0 3. PROVIDE CONCRETE THRUST BLOCKING IN MNBMItA OF FOUR (41 FEET OF COVER BELOW ° ACCORDANCE WITH SECTION 02668 OF THE DITCH NVERT. ~ f ~ U ~ O 2"GALVANIZED CAP VALVE BOX NOT SHOWN O Z Z W o~i o
N N p SPECIFICATIONS. FOR CLARITY -SEE END VIEW SIDE VIEW w w w - a W J W ~
~ 3, PROVDE CONCRETE THRUST BLOCKING N ER THRUST RODDING OR GRIPPMIG RN65 ACCORDANCE WRH SECTION 02668 OF THE F
N 4. PROVIDE EITH N ADDITION TO CONCRETE THRUST BLOCKN6 FROM SPECIFICATIONS. W U O J F C7 Z d
:'ri " 1° THE MAN LINE TEE TO THE HYDRANT WCLUOIN6 ALL VALVES, FI'fTNGS, AND PIPE N ACCORDANCE WITH BRICK SUPPORT 3 J U z a 2.. ~ o n. ~ 3 ~ w
o SECTION 02668 OF THE SPECFICATIONS. Ct x GALVANIZED a ° ~ v a • Q Q Q ~ o
rn 2yg MN POST HYDRANT ` N PIPE TRANSITION COUPLING U U U~ n. o 1= 6" MIN. BRASS NIPPLE
a ~ o I: 8 asPNALr TAPPED PLUG CONCRETE BLOCKING
~ ROAD 3 //'1 2"MIN. BURY (UNFORMED) Z
rn N a%z"srANDARO _ ;ti. DITCH .nla . l r/ - ~ n : -
3 ~ HYDRANT 'I ~II-Il~l4-I
ip Q , ' ' N n 0 1 ~ WATER MAIN r •a' N N
° O Q I CONCRETE
o PRECAST OR
o . / ~ ~ ~ ~ /,e~ ~r • PLACE. ~ E i' ~ 4'MIN. BURY +i' ~ a m BRICK CONCRETE
2' MIN . iM = ~ • RTS ~ SUPPO KNG ~ 0
_ ~7 ~ ~ U- _ 1= sl~l_Nl~l_/~l_1/ILI~J_%/ 7~/ / - / VALVE BOX FOR VAWE BLOC ` BOX. COVER PIPE AND UNDISTURBED L d
w l - I 7 iT ?1 _ - / o O ~ ~ - ~j~ I MN. IN A TIC r PLUG WITH PL S 'SOIL ETER BOX N E
° ~ ~ ALL DI BEFORE POURING V n. Q ;~x:~' CONCRETE BLOCKING. O
i ~ I ~ ; ~ ' M s° r -Qi ^ ~L d
• 2 MECHANI A VE ~ ~ GATE V L . ; ` JOINT l..:r • WATER MAIN 2" PVC io 2" r ~ r N AIN PIPE CONCRETE ~ J 0 ~
° VALVE BOX NLET , ;r: GALVANIZED COLLAR Q N /A /'r ~ V/ 2" PVC SOR21, 200PS ~~i , f-
• a a. .r .,••i o •t. ;7•. W ~ i ~ d
J MIN. IN ALL ` 2 PVC PIPE ~`R:: .'c:. . ~ *57 STONE DIRECTIONS • • IALVE'BOX Z r
W r: • Z 0 rd - 0
L ' W • 57 STONE - ~ - W ~ ~
o I GALVA~ rn CONCRETE BLOCKING 2 • U I"' m 0 2 GALVANIZED BLOW-OFF ASSEMBLY TO INCLUDE END VIEW ~ ] u. Q -
~ BUT NOT Q1 v! CONCRETE BLOCKING BUT NOT BE LINKED TO ' ~ ~I.',
o GATE VALVE ~ , 3 ~ > M ~ ~ V I. 2 GALVANIZED PIPING ANO CAP. 2~~ GATE VALVE U) y
i ~ 6" PIPE Z Z aL ro awwa c-soo wiTH o ~ ~ ~ ~ 2. 2 GATE VALVE EOU O
~ : o.p • ' PUSh , PUSH-ON ENDS FOR PVC PIPE. U ~ ~ 4• ~ 2 PVC SCH. 80 PIPING ~J ~ ~
W 3. casr AND COVER -TYPE B • Z 0 3. CAST IRON VALVE BOX
01 Q ii~~~i- ~ ~
o •:~:;:~:q~: a. APPI w 0 4. APPROPRIATE REDUCER FROM MAIN. ~j 0
° O Q,., _ AS NEEDED ~ I C 5. 2~PVC-SDR 21, 200 PSI PIPING .•.t• TI N. ~ tb
~ r,•' ' . TO COMPLETE TOTAL INSTALLA 0 CONCRETE _ d BLOCKING
~ .yi: ,.':,l:. 0 ~ (UNFORMED) ';y.y
rn .'y,'•' EYEBOLT, WASHER & NUT; ;T;, Z ~
M : m 3/4~ THREADED STEEL RODS ' . ~ • • • • ~ ~ ' • i IY1 , . ~ • V r
CONCRETE BLOCKING ?~;'s;~:~~°<•; TYPE II -RESIDENTIAL BLOW-OFF ASSEMBLY
Q OD
0 0
C U
CI O X Q
W • RURAL BLOW-OFF ASSEMBLY G TYPE II -RESIDENTIAL BLOW-OFF ASSEMBLY H SHEET 46 of 47
P L - POST HYDRANT X D - 789 RED
X Q FIRE HYDRANT
0 /
3 ra

SD070020 890724 SD 070003
20000803 SD070010 20000724 z _ ~
R/W n
W _----w WATERLINE i ~ w~ ~ HDPE, SDR 9 PE, SDR 9
~ ~ ~ ~ PE3408 WATER LIN 3408 WATER LINE
---w-~ ~-w---- SILT FENCE SILT FENCE ,
- BRIOCE oR cuLVERT(s) _ _ TRANSITION REDUCER TRAN TRANSITION REDUCER
DIP TO HDPE HDPE TO DIP RAW 8~ MAXIMUM
R/W in
z 0
N
EOP EOP w
R/w PLAN VIEW C/L _ _ _ _ BRIDGE OR -
CULVERT(S) CAL 14 GAUGE ' WIRE MES
6~~MIN, WIRE EOP SPACING
EOP
F a ' ~
SILT FENCE ( ~
SILT FENCE / CLASS TRIP-RAP CLASS IRIP-RAP R W ~ - Raw o
/ a w °o~ ~
V~~VA VA ° • o ~ \ VA VA \ ~ 3N o M N
°o_~a o">~~~ MINIMUM ACCEPTABLE p
//VA~~\,~°o~„o /VA~~AA~/.~ RIP-RAP DEPTH TO BE //A~~A = > >/2 nMES MaxIMUM w O Z
LARGEST STONE SIZE. W \/~~\j~AAj~A DITCH, CREEK ~ /AAA/~A~/ ~ POST
CARRIER PIPE OR RIVER FILTER FABRIC TO BE PLACED U ~~~~i~ UNOER ALL RIP-RAP. R
\,~A~jA ~ TRANSITION REDUCE TRANSITION REDUCER HDPE TO DIP U ~
DIP TO HDPE 4 MINIMUM PLAN VIEW o~ z Z
7 ~ MGM U) w m N o r
' r~ ~ U~~t`~~ vJ C u-~~Nn~~,
EXISTING SECTION VIEW GROUND W ~
SURFACE WIRE ~ c? x 2 ~mo~'
i FILTER w Q• Z y 0 n° c
THE CONTRACTOR AT A MINIMUM SHALL INSTALL AND MAINTAIN THE FOLLOWING SEDIMENTATION AND EROSION CONTROL MEASURE AT ALL _N wdv_rE FABRIC a ° o = ~ ~ w U ~ mo °m~
DITCH, CREEK AND RIVER CROSSINGS; e] rC C ~ d LL Q O ~
1. ALL LAND DISTURBED AREAS ON THE BANKS AND APPROACHES COMPACTED u. 3 c BACKFILL ~ ~
TO DITCH, CREEK OR RIVER CROSSINGS SHALL BE GRADED NOT
TO EXCEED 2:1 RATIO IF POSSIBLE. SURFACE WATER SHALL BE PVC WATER LINE PVC WATER LINE °:ivy ~ i,,ii=_~~/r Q •
DIVERTED FROM LAND DISTURBED AREAS IF POSSIBLE. ~ _ yy'f Q N iTari
2. IN AREAS OF CONCENTRATED RUNOFF PREVENTATIVE MEASURES iar~i/ ~ DIP, CLASS 350 ~ ~ ° 4 WIDE x 8 DEEP c '
TO INCLUDE BUT NOT LIMITED TO SILT FENCES, RIP-RAP, SLOPE DIP, CLASS 350 DRAINAGE, OR A COMBINATION THEREOF SHALL BE INSTALLED THE WATER LINE HDPE, SDR 9 9 WATER LINE ll CONTINUOUS TRENCH Q ~
SAME DAY CROSSINGS ARE CONSTRUCTED. SILT FENCES SHALL PE3408 WATER LINE ,J c TER LINE WIRE MESH EXTENDED Q W INTO TRENCH. rn
BE INSTALLED ON THE LOW SIDE OR AT THE TOE OF ALL LAND DISTURBED AREAS TO PREVENT SEDIMENTATION FROM ENTERING U MN w~ WNN
THE WATERWAY. V_N~Nr~.n
3. ALL LAND DISTURBED AREAS ON THE BANKS AND APPROACHES ' O C_ N i W l0 ~Z~N
TO DITCH, STREAM OR CREEK CROSSINGS SHALL BE FERTILIZED, HDPE TO BE INSTALLED UNDER CREEK OR E' ~ N In ER CREEK OR ~ ~ o
LIMED, SEEDED AND MULCHED WITHIN TWENTY-FOUR (24) HOURS. RIVER BY HORIZONTAL DIRECTIONAL DRILLING TIONAL DRILLING 0 0 0'> c
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SECTION VIEW
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L
I TI EROSION & SEDIMENTATION CONTROL FOR R °
DITCH, CREEK OR RIVER CROSSINGS INSTALLED BY OPEN CUT LT EN ° I E 3
NA TI IR YH I N~ALD ED I AL LLI ' D NA I •L
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50070525 REV•910128 SD0T03O4 990826 SEEDING CONSTRUCTION NOT S ~ a
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1. PRODUCTS o r. r` o o m o 3. SEEDBED PREPARATION B. Anchor mulching material. o o° 0
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• A. Topsoil capable of sustaining ~eble of sustaining vigorous plant growth, not In frozen or muddy A. Protect existing underground improvements from damage. 1, In areas with entle slo es 01 ~ ~ ~ ~ Q A p ,camp mulching material into soil. containing not less than six 18) percent organic matter, end rn p p t~Jl v o Q
condition, containing not le: corrected to pH of 5.9 to 7.( to pH of 5.9 to 7.0. B. Clear the ground surface of stumps, stones, roots, cables, wire, grade 2. On steeper slo es such es the sides of ~ ~ ~
B a stakes, and other materiels that might hinder proper grading, tillage, P swales, anchor mulch with ~ J ~ seedin or q p netting or asphalt tack. / o
B. Lime shall be dolomitic agrici than ten (10) percent magna be dolomitic agricultural-ground limestone containing not less g subse uent maintenance o erations. o ~ ~ ~ 10) percent magnesium oxide. 3. On road shoulders, anchor mulch with a. alt tack if trim in is of o o m
0 0 C. Remove contaminated subsoil, unsuccessfu ~ P g a l I r v
N A _ _ 'T - C. Fertilizer shell be commercial 'r t. ~ elements derived from organ hell be commercial type 10.20-20 with fifty 1501 Rercent of the I~ ~ pp pp ~ ti a 3 3 o v ferived from organic sources. D. Grade to eliminate rough spots end low areas where ponding may occur. 4. Use asphalt tack in lieu of crimping when required by regulato
~ ~ I o ~ ~ Maintain smooth, uniform grade: ry w a.i v agencies or if directed 6y the ENGINEER. Typically, asphalt tack in lieu ~ ~ ~ ~ 0 0
o ~ D. Seed. of crimping will be required in areas with high traffic because of wind O Q Q Z o E. Assure positive drainage away from buildings. generated by the traffic. U Z N
Q I~ r~ 1. Seed shall be certified set ~ Z ~ o~i o shall be certified seed or equivalent based on North Carolina Seed w w w w - J ~ ~
o Improvement Associatior cement Association requirements for certiticatlon. All seed shell ~ w o 0 F. Finish ground level firm end sufficient to prevent sinkage pockets when 5. On slopes steeper than 2;1, jute, excelsior, or synthetic matting may o ~ ~ Z z w ~
T' J be furnished in sealed st wet, moldy, or otherwi Wished in sealed standard containers. Seed which has become be re wired to ~ ~ ~ irrigation is applied. q protect the slope from erosion. They should be installed w O p w H O Z n. moldy, or otherwise damaged prior to seeding, will not be ~ 3 ~ ~ a before mulch is applied to surrounding areas. ~ p a ~ w ? w
1 LSD¦H acceptable. table. G. Grades on the area to be seeded shall be maintained to a true and even o 0 o a o Q Q ~
, • 2. One (11 percent meximu I) percent maximum weed seed content permitted. condition. Maintenance shall Include any necessary repairs to previously 6, WATERING U U U~ d ~ u> ~
graded areas.
m N DITCH TREATMENT SHALL BE USED 3. Seasonal mixtures for NI nel mixtures for NC DOT right-of-ways; A. Lightly water to aid breakdown of fertiliser and to rovide moist soil for H. Uniformly apply lime at a rate of 4000 pounds per acre prior to preparation P
a ~ IN AREAS WHERE STEEP BRADES COULD cn O CAUSE DITCH EROSION. USE OF JUTE om Se tamber 1 to A ril 1; of seedbed. seed, P P
cv MESH, EXCELSIOR MATTING, OR FIBER- 9 a. From September 1 t O GLASS ROVING IS ACCEPTABLE. DITCH • Z
°o TREATMENT SHOULD BE INSTALLED PLAN Seventy-five (751 pc o Q BEFORE MULCHING OPERATION. (50) pounds per acre sventy-five (751 pounds per acre of Kentucky 31 Fescue, fifty I, Thoroughly till all graded areas to a depth of et least five 151 Inches by 7, MAINTENANCE PERT plowing, disking, harrowing, or other approved methods until the condition OD r .0) pounds per acre of Pensacola Bahfagrass, and five 15) pounds F'
~ I per acre of Centiped ar acre of Centi eds. of the soil is acceptable. On sites where soil conditions are such that high ~ P claycontent and excessive compaction cause difficulty in getting clods and A. Maintenance Period: until final acceptance. ~
o u~ ~ ~ SPILLWAY SHALL BE I'MIN. BELT YIN. BELOW b. From April 1 to Sept om A ril 1 to Se tember 1; lumps effectively pulverized, use rotary tillage machinery until soil mixture N ~ P P is acceptable and no clods or clumps larger then one-half (hl inch in Q. C
J A , BELDW LEVEL OF LOWEST BANK.
a 2~ STREAM WIDTH w LEVEL OF ~ ~ t=0 MIN. LOWEBT BANK. Seventy-five 175) pc w O event -five 75 ounds er acre of Pensacola Bahia rass, fift diameter remain. 8. MAINTENANCE ~ Qy Y I )P p 9 V i0? pounds per acre of Kentucky 31 Fescue, and five 15? pounds A. Mainte(n surfaces and supply additional topsoil where necessar , includin
0 (50? poun s per acre i lIDE 4LDPEa a NoRlz.~rvEaT. par acre of Centiped tr acre of Centipede. J. Remove tram site, foreign materials collected during tilling. areas affected b y g ~ Q. > y erosion. J 0 0
3 ° luu ~ l.() ~ III N ~ ` K. Uniformly apply fertilizer at a rate of 500 pounds per acre of 10-20-20 Q
N i ~ ¦ ~ H L¦DtN 4. Alternative seasonal mi>I ~ IB alive seasonal mixtures outside NC DOT right-of-ways; analysis. B. Water to ensure uniform seed germination and to keep surface of soil 1-. ~ d damp. W N
~ Q II~I,~II~~~ ANCHOR NETTING IN pvERLAP a~~ll\~~~~ ~ A 6-INCH TRENCH JOIN STRIPS BY FienECL11rINO ~ ~om November 15 to March 1: O V L. Incorporate the fertilizer Into the upper three (3) or four 141 inches of C. Apply water slowly so that surface of soli will not puddle and crust. ~ <
~ ~ I~ c Asae a. From November 15 o I~~~ ~ ~ ANCHORING AND 12 Iz" DoT L I FT, w ai I~ Ill BTONE eaAVEL FILTER - OVERLAPPING. Twent -five (25) c prepared seedbed just prior to the last tillage operation. However, never //yy~. Q E _ wenty-five (25) pounds per acre Rye Grain, seventy-five 175) a I i ~ Y. ~
c - Y P 0 ounds per acre of Tall Fescue, Kentucky 31 or Alta Tall Fescue PP V erttlizer more than three 131 days prior to seeding. Use fertilizer ~ L m immediately after delivery or store it in a manner that will not permit it to D. Exce t for r e rain cut rass firs I- r M
SECTION-AA FILTER FABRIC UNDER SECTION_86 pounds per acre of ~ ALL !TONE ANO RIP-RAP end }Iffy ISOI pound n W EXCELSIOR MATTING WITH PHOTO DEGRADABLE PLASTIC WE~YING SHALL, BE USED AS AUTHORIZeD BY id fifty 1501 pounds per acre Pensacola Bahiagrass. harden or destro its effectiveness, P Y g - 9 t time when it reaches height of two and 'A Q ~ Y one-half f2 h? inches 160 mini and maintain to minimum height of two 121 Z N
p Z N 'om March 1 to May 15: inches 150 mm). Do not cut more than 113 of blade at any one mowing. 4 ` M. The seedbed should be firm and compact. Prior to seeding, grade the U Q
L W THE ENGINEER FOR SLOPE TREATMENT IN AREAS WHERE STEEP GRADES MAY CAUSE EROSION, b. From March 1 to MI = INSTALLATION INSTRUCTIONS ARE AS FOLLOWS : Z Z 0 seedbed and lightly compact it with a land roller, such as a cultipacker. E. If rye grain is planted mow to maintain grass height between three (3) and ~
o Seventy-five f751 pc evenly-five 1751 pounds per acre of Tall Fescue, Kentucky 31 or six 16? inches until Fescue matures enou h to rovide round cover ~ ~ 0 0 Ito Tell Fescue and fifty 150) pounds per acre Pensacola g P g - 3
c ~ I• APPLY LIME, FERTILIZER AND SEED BEFORE LAYING TF~ MAT. Alta Tell Fescue a Bahiegress. ahiagrass. 4. SEEDING Q W ~ F. After first mowing water grass sufficient to moisten soil from three (3) ~ ~ ~
J 3 2• START LAYING THE MAT FROM TOP OF THE SLOPE AND UNROLL IT DOWN THE GRADE. ALLOW inches to five 5 inches ~ 0
°i MATTING TO LAY LOOSLEY ON THE SOIL OR MULCH 1rOVER BUT WITHOUT WRINKLES-DO NO7 c. From May 15 to Sel c Q ~ ram May 15 to September 15; A. Do not sow seed immediate) followin rain whe I 1 (76 to 127 mini deep. Z m W = y g n ground is too dry, or W Q during windy periods. Do not apply grass seed and fertilizer et the same G. Apply weed killer when weeds start develo ' _ ~
STRETCH. ' c ~ Sixty (80? pounds pl ixty (BO? pounds per acre of Pensacola Bahiagresa end forty (40? time in the same machine. ping, during calm weather when ~ F' V ~ air temperature is above fifty (50) degrees Fahrenheit ften (10) degrees Q N _
3. TO SECURE THE MAT BURY THE UP SLOPE END IN A S~,IJT OR TRENCH NO LESS THAN THAN 6 pounds per acre of c W ounds per acre of Annual Lespedeza (Kobe or Korean). Celsius). W Q 0 ~ B. Apply seed at specified seasonal rate.
INCHES DEEP, COVER WITH SOIL, AND TAMP FIRMLY A~ SHOWN. ,BTAPLE THE MAT EVERY 12 ~ ~ ERY 3 FEET AROUN THE EDGES AND BOTTOM. WH RE 2 d. From September 15 c INCHES ACROSS THE TOP END AND EV P E ram September 15 to November 15: H. Re )ant dame ed ra fx fl ~ P g g ss areas showing root growth failure, deterioration, ofS
w ~ STRIPS OF MAT ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE OVERLAPED 3 C. Rake seed In lightly. bare or thin spots, and eroded areas. W ~ ~ sventy-five (75) pounds per acre Tall Fescue, Kentucky 31 or Z Z 0
o Z EACH STRIP OF MATTING SHOULp ALSO BE STAPLED DOWN Seventy-five 1751 p~ INCHES AND STAPLED TOGETHER. Alta Tall Fescue e °0 0 THE CENTER, EVERY 3 FEET. DO NOT STRETCH THE MAT WHEN APPLYING THE STAPLES. r acre Pensacola ~ ,Ito Tall Fescue end fifty (50) pounds pe D. Roll seeded area with roller not exceeding 112 pounds (50 kg?. ~ = Q t1y
~ ~ ~ Bahiegrass. ahiegrass. 9. REST ~ ORATION 0
~ 4. TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW MAT. OVERLAP THE m E. Mulc ng mater a s a e oe E. Apply water with fine spray Immediately after each area has been sown. ~ i material shall be oat or wheat straw, in dry condition, reasonably ~ ~ ~
END OF THE PREVIOUS ROLL IB INCHES, AS SHOWN, AND 5TAPLE EVERY 12 INCHES JUST BELOW m ~ free from weeds end foreign Q, THE ANCHOR SLOT. weeds end foreign matter detrimental to plant life. A. Restore grassed areas until accepted. W ~ 41
i m 5. MULCHING PRACTICES ~ ~
~I ~ ~ 2. GENERAL CONDITIONS 10. ACCEPTANCE ~ V NDITIONS
R A. Aooly one 111 to two (21 tons of mulrhina material oar acre to seeded Z ~
co A. When conditions are such t areas will be a at end tditlans are such by reason of drought, high winds, excessive areas. Apply mulching material with mechanical type equipment and obtain A. Seeded accepted of maintenance period when seeded f T-
o co moisture or other factors wl or other factors where satisfactory results will not be obtained, a uniform distribution which permits sunlight to penetrate to the ground areas are properly established and otherwise acceptable. U T-
N the WORK shall be stoppe K shall be stopped, and resumed only when conditions are surface. Bare areas and areas with thick clumps of straw are not a ~ acceptable. F.
x favorable. v co N Z
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NOTES SEEDING
X FILTER o HE D SLOPE TREATMENT RIP- AP GRAVEL Q 0 SHEET 47 OF 47
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D - 789 RED