19990387 Ver 1_COMPLETE FILE_19990414

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
1 ? •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 28, 1999
Person County
DWQ Project # 990387
APPROVAL of 401 Water Quality Certification
County of Person
304 South Morgan Street
Suite 212
Roxboro, NC 27573
Dear Sirs:
You have our approval, in accordance with the attached conditions, for the purpose of sanitary sewer improvements
for Helena Elementary School, as you described in your application dated June 8, 1999. After reviewing your application,
we have decided that this fill is covered by General Water Quality Certification Number 3101. This Certification allows
you to use Nationwide Permit Number 12 when the Corps of Engineers issues it. This Certification is also covered by
Neuse Buffer Rules. In addition, you should get any other federal, state or local permits before you go ahead with your
project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water
Supply Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA permit expires
unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us and send us a new application. If the property is sold, the new owner must be given a copy of
this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for
this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification. This
approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General
Certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 276 1 1-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone John Dorney at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Mr. John Dorney
Central Files
Sin ly,
tevens
990387.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd, Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper

COULTER HART JEWELL THAMES, PA
June 4. 1999
NC Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27607
Attn: John Dorney
PLANNING ENGINEERING LANDSCAPE ARCHITECTURE
e
PAYMENT
RECEIVED -'r
Re: Sanitary Sewer Improvements to serve the Helena Elementary School
Timberlake, Person County, NC
Dear Mr. Dorney:
i
Enclosed are seven (7) copies of the Pre-Construction Notification Application for the above referenced
project. Also enclosed is a copy of our April 14, 1999 project plans transmittal letter to you that describes
the project with a copy of the USGS Timberlake Quad showing the project location.
Mr. John Holley has informed us that the sedimentation and erosion control plan review has been
suspended pending receipt of DWQ approval or statement of exemption from 401/Neuse River Riparian
Buffer Regulations. It is still our goal to begin construction by July 1, 1999, so that work around the
Helena Elementary School can be completed while school is not in session and to enable abandonment of
the failing sand filter treatment units at the earliest possible date.
Should you require any additional information, please do not hesitate to call. Thank you for your
assistance.
Sincerely,
Thomas R. Kagarise, PE
Project Manager
Enclosures
cc: Paul Bailey, PE, Person County
Kenneth R. Coulter, FASLA, RLA
Daniel A. Jewell, ASLA, RLA
James W. Thames IV, PE 111 West Main Street Durham North Carolina 27701 919 682 0368

nooi !, ? !f-1"
DWQ ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #)
12
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
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: Person County, NC
2. MAILING ADDRESS: 304 South Morgan St., Suite 212
CITY: Roxboro
SUBDIVISION NAME N/A
STATE: NC ZIP CODE:
27573
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): Helena Elementary School, Helena-Moriah Rd (SR 1716)
3. TELEPHONE NUMBER: (HOME) _ N/A (WORK) 336-597-1720
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
N/A
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE): .
COUNTY: Person
- NEAREST TOWN: Timberlake
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.)
Northeast quadrant of US 501 and Helena - Moriah Rd (SR 17161
intersection in southeast Person County.
6. IMPACTED OR NEAREST STREAMIRNER: Unnamed tributary to North Flat River
RIVER BASIN:
Neuse
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 PROIECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIROMENTAL 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?
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):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES ( ) NO (x ) IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 6.7 acres
9b. ESTIRATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
00
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING. 0.0 EXCAVATION: 0.0
FLOODING: 0.0 OTHER : 0.0
DRAINAGE : 0.0 TOTAL ACRES TO BE IMPACTED: 0.0
lob. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF No relocation
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE Less than 20 FT AFTER: No Change FT
WIDTH BEFORE (based on normal high water contours): 12-15 Ft
AVERAGE DEPTH BEFORE: 3 FT AFTER.: No Change FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: COONTTRUCTION OF A DAM/FLOODING:
OTHER. _Construction of 8" D.I. sanitary sewer aerial crossing
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SEZE 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)
Construction of 3,445 L.F. of 8" & 10" gravity sanitary sewers from the
existing and proposed Helena Schools to a 350 gpm pump station and 14,413
L.F. of 8" force main back through the school sites to US 501 North to a
tie into the existing City of Roxboro sanitary sewer collection system.
13. PURPOSE OF PROPOSED WORK: This project will enable the abandonment of
the failing sand filter treatment units at the existing Helena Elementary
school.
14. STATE REASONS WHY TT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
N/A
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 PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: Not required for NW #12
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 gor NW #12
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 ( )
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION-FROM 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 I 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?
r-
µ
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
City of Roxboro owned and operated wastewater collection
and treatment system.
g. 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
Person County Manager
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).

COULTER HART JEWELL THAMES, PA
PLANNING ENGINEERING LANDSCAPE ARCHITECTURE
April 14, 1999
Division of Water Quality
Wetland/401 Unit
4401 Reedy Creek Road
Raleigh, NC 27607
Attn: John Dorney
Re: Sanitary Sewer Improvements to serve the Helena Elementary School
Timberlake, Person County, NC
Dear Mr. Dorney:
Enclosed is a set of plans for constructing sanitary sewer improvements to serve both the existing and
proposed Helena Elementary Schools in Timberlake, Person County, NC. The project consists of
constructing 3,445 linear feet of 8" and 10" gravity sewer lines from the two schools to a 350 gpm pump
station and 14,413 linear feet of 8" force main to tie into the existing City of Roxboro sanitary sewer
collection system. The proposed sanitary sewer improvements will be constructed by Person County and
turned over to the City of Roxboro for operation and maintenance. Completion of this project will enable
the abandonment of the failing sand filter treatment units at the existing Helena Elementary School.
Also enclosed is a copy of the USGS Timberlake Quad showing the location of the proposed project. The
pump station, gravity sewer and lower portion of the force main are being constructed along an unnamed
tributary of the North Flat River. Zones 1 and 2 of the Neuse River Riparian Buffer Areas have been
shown on Engineer's Drawings PC199-1 through 5.
No clearing or other disturbance is proposed within 30' of the stream bank (Zone 1), with the exception of
one aerial crossing between manholes 9 and 9-1. The purpose of this crossing is to serve the existing
Helena Elementary School, which is on the opposite side of the stream from the proposed school. The
aerial crossing will employ a piping joint system which permits a 40' clear span between piers, thus
minimizing disturbance to the stream and stream banks.
Current plans are to begin construction on Jul) 1; 1999. Should you have any questions about thus project
or require additional information, please do not hesitate to call.
Sincerely,
Thomas R. Kagarise, PE
Project Manager
Enclosures
cc: Paul Bailey, PE, Person County
Kenneth I2. Coulter, FASLA, RLA
Daniel A. Jewell, ASIA, V LA
Jaynes NV. Thames IV, 1'E I I I West Main Street Durham North Carolina 27701 919 682 0368
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COULTER HART JEWELL THAM , k" "... PLANNING ENGINEERING LANDSCAPE ARCHITECTURE
April 14, 1999
Division of Water Quality
Wetland/401 Unit
4401 Reedy Creek Road
Raleigh, NC 27607
Attn: John Dorney
Re: Sanitary Sewer Improvements to serve the Helena Elementary School
Timberlake, Person County, NC
Dear Mr. Dorney:
Enclosed is a set of plans for constructing sanitary sewer improvements to serve both the existing and
proposed Helena Elementary Schools in Timberlake, Person County, NC. The project consists of
constructing 3,445 linear feet of 8" and 10" gravity sewer lines from the two schools to a 350 gpm pump
station and 14,413 linear feet of 8" force main to tie into the existing City of Roxboro sanitary sewer
collection system. The proposed sanitary sewer improvements will be constructed by Person County and
turned over to the City of Roxboro for operation and maintenance. Completion of this project will enable
the abandonment of the failing sand filter treatment units at the existing Helena Elementary School.
Also enclosed is a copy of the USGS Timberlake Quad showing the location of the proposed project. The
pump station, gravity sewer and lower portion of the force main are being constructed along an unnamed
tributary of the North Flat River. Zones 1 and 2 of the Neuse River Riparian Buffer Areas have been
shown on Engineer's Drawings PC/99-1 through 5.
No clearing or other disturbance is proposed within 30' of the stream bank (Zone 1), with the exception of
one aerial crossing between manholes 9 and 9-1. The purpose of this crossing is to serve the existing
Helena Elementary School, which is on the opposite side of the stream from the proposed school. The
aerial crossing will employ a piping joint system which permits a 40' clear span between piers, thus
minimizing disturbance to the stream and stream banks.
Current plans are to begin construction on July 1, 1999. Should you have any questions about this project
or require additional information. please do not hesitate to call.
Sincerely.
Thomas R. Kagarise, PE
Project Manager
Enclosures
cc: Paul Bailey, PE, Person County
Kenneth It. Coulter, FASLA, RI,A
Daniel A. Jewcll, ASLA, RLA
James W. "Thames 1V, PF, I I I West Main Street Durham North Carolina 27701 919 682 0368

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PC/99-10 8" FORCE MAIN-US 501 NOT TO SCALE
STATION 90+00 TO STATION 105+00
PC/99-11 8" FORCE MAIN-US 501
STATION 105+00 TO STATION 120+00 Pe PC/99-12 8" FORCE MAIN-US 501
STATION 120+00 TO STATION 135+00
PC/99-13 8" FORCE MAIN-US 501 8" GRAVITY SANITARY SEWER-US 501 eeen~~ys;aP~;:'t:y, .
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v 0 ' Checked TRK _ - 11I-_ _ Date 4 13 99
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o ~ _ o- SEWER TO SERVE
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0+00 1+00 +00 2 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+00 10+00 11+00 12+00 13+04 14+00 15+00
VERTICAL SCALE 1" = 5.0' Of 17
HORIZONTAL SCALE 1" = 50.0' GRAVITY SEWER LINE STA. 0+00 TO 15+00

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~ ~ / , I ~ ~ ~ i Durham, North Caroliun 27701
\ i A ~ 919 882 0368 FAX [phone]
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EXISTNNG PROPOSED Rc~1 T., WILLIAM H. & ANNE MARIE BROOKS ~S3 ~ ~ X 0,~~~ ~ O
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~ NA CURB INLET ~ 112.4 _ N ~ T 2 8 D ~ OTE. CONTRACTOR , LOCATE
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? NA MANHOLE JUNCTIliN BOX ? PERSON COUNTY _ - ~ COUPLE ONE JOINT 8" _ D, 1. AND MH #11 1,~ H 1 INSTALL DROP AS SHOWN,
~ SANITARY SEWEk' ~i,~NNOLE " BOARD OF EDUCATION
NA SANITARY SEWEF' ' t1RCE MAIN
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- - WATER LINE I ~I ~ N
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i - Sheet Number
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2 00 23+00 24+00 25+00 26+00 27+00
VERTICAL SCALE 1" = 5.0' 0f 17
= GRAVITY SEWER LINE STA. 15+00 TO HORIZONTAL SCALE 1 50.0 2V+V2. O

- -
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NOW aFORMERLY / SEE DRAWINGS , ROY T., WILLIAM H. & ANNE MARIE BROOKS ~ ~ ~ ~ DPI ti~6 A SCE BERRY RCE~ F~
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FROM PUMP STATION TO NEW SCHOOL
1 ' P.A.
i LEGEND PLANNING
~ ~ EXISTING PROPOSED ENGINEERING - ' LANDSCAPE ARCHITECTURE
NOW a FORMERLY LU ' 1 = 0 _ _ NA waLK
ROY T. WILLIAM N. & ANNE MARIE BROOKS ~ o ~ti ® NA CURB INLET 111 1?est
DB 242 PG 493 ~ TAX MAP A-64 PARCEL 161 Bain Street ~ NA YARD INLET Durham, North Carolina 27701
BALL ~P _ 919 882 0388 ? NA MANHOLE JUNCTION BOX FAX [phone]
~ FIELD D o s SANITARY SEWER MANHOLE
~eeeonpeBs _ NA - SANITARY SEWER FORCE MAIN °e®,e' CAR®~®~P®®
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~ DB 185 PG 664 ~ ~ \ EXISTING 4 PVC TAX MAP A-64 PARCEL 25 5 PG 664 NA DRAINAGE SWALE HN CEO 29 -64 PARCEL 15 JC6~ qpR
~ 1 ~ ~ SAN. SEWER, 17E , ~ 1 ~o`~~°~ n ,o, ~ INTO PROPOSED ~ o NA SM P X X X X EXCELSIOR LINING ~
~ ~ ~ 8" PVC, SEE DE L wER - ~ ~ ~ P NA INLET PROTECTION ~
~ o ~ PC/99-17 LNG SAN_~ - - - / - ' CL 5 EXi pIN ~
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203 ~ m / ~ MULCHED ~ PLAY ~ '
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PC 99-17 SEA BASKETBALL ~ ~j ~ COURT EXISTING WATERLINE 0 0 46~
~ N AN N ~ ~ ~ ~ ~ ` SPECIFICA 170NS 0 2 ~ C ~ p „ v o~ ti a, N 2~ ~ ~ 8 P , o ~ ti (ABANDONED)
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EASEMENT 3~ ~ W/8UR(ED 4X4 , ' ~ ~ 10 AND LINE GolNG TO
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- - - - _ . - - _ cn - - Z - - - ' Date 4 13 99
U d- _ - Revisions - - - - - - -
- - _ „ 585 ~ ~ ~ - _ „ 'r? -
8" PVC L EXISTING SA .SEWER 585
Z o , o _ ~ 73- ~ - - ~ - - - - _ 170.46 ®0. 73 ~ 0. 0 0 Z~__ _
- _ - ' NOTE: CONTRALTO TO INSTAL
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_ _ NOTE: WORD SHOWN ON THIS DRAWI G
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I ' - - 8 GRAVITY SEWER
25' ~ ~ to tD F - _ TO SERVE EXISTING
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555 ~ - - - - - TO
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> DETAIL PC/99-17 Sheet Number
550 z - _ 550
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+0
8+00 9+00 10+00 11+00
VERTICAL SCALE 1" = 5.0' GRAVITY SEWER SINE STA. 0+00 T0 8+16. 1- 3 16. Of 17 13
HORIZONTAL SCALE 1 - 50.0

. _ _ _ _ _ _ _ _ _ _ _ _ _
- - _
i
I
~ / LEGEND
0~ EXISTING PROPOSED
4 ~ ~ ~ d
~ ' ~ ~Q i N, ~ ~ ~ - _ _ NA WALK
PUMP STATI ~ ~ / d ~ _ ~ ON w ~ Q O~ d EXISTING 60' ~ NA CURB INLET
SEE ORA _ z'. O I ~ -r'~- WJ !AM A, B WING PC/99 14 ACCESS EASEMENT ROOKS ~ NA YARD DVLET
FOR DETAILS & TM A64 PARCEL 247 ? NA ~NHGLE P.A. JUNCTION BOX
~ , EROSION CONTROL y~ d ~ PLANNING ~ SANITARY SEIfER MANHOLE
~ ~ 100 Y . FLOOD ZONE ' ~ ENGINEERING - NA SANITARY SEVER FORCE 1fAIN LANDSCAPE ARCHITECTURE
- ~ STORM LINE
WATER I,G1rE 111 Neat Pain Street
J > Dd ® WATER LINE VALVE Durham, North Carolina 27701
/ ~ J / '~I WATERLINE TEE 919 882 0988 FAX [phone]
_ ~ %h ~ ~ ~ - d. WATERLINE BEND l~ ~i~ NA FIRE HYDRANT ~ C1
_ . ' ~ ~„8818118, © NA SIGN 0 fi e®e®~ ~ A ga~sei
~ ~ ,e.' t~ Rai, .mo NA POWER POLE '9 ~ O~°••'FtSS%
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~ 5~~~ ' , \ 1
EXCELSIOR - yr ~ d~ MATTING ~ 0
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I ~ d _ ~ SEE DR d ~ ~ AWINGS PC/99-1, 2 & 3 i i i
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~ - ~ -
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323 BRONZE ~ ~ ~ ~ ~ " ~
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WITH VALVE BOX 4.72 R DATSTA.3f ~ / / SERVICE SADDLE 2 1- ~ - - 8 D.I. 22 '1/2 HORZ. BEND ~ k Project _ _ = ~
~ ~ ~ i / / _ g--' + / + N
0 / / BORE AND JACK 100LF 16" A.
/ FORMER RAJLROAD STEEL ENCASEMENT P/PE, 0.:',~'i" TN1CK ~ ° >~D AT STA 10+9704 1-8" D.1. 11 1 4' NOR1Z. 8E REO D AT STA 12+67 74
BRIDGE (REMOVED) rn NOW a FORMERLY + / ND ~ NOW or F 1-8 D.l. 22 1/2' NOR1L BEND ORMERLY
H.T. BROOKS FAMILY, LTD. PROPOSED ' ~ ~ + PROPOSED > 30 SEWER EASEMENT ~ ~ ~ PROPOSED 8" FORCE MA1N ROY T., WILLIAM H. & ANNE MARIE BROOK ~ S
BOBBY LEE BROOKS & BETTY B. ROYST ~ ER OB 232 PG 139
DB 251 PG O6 R D AT TA. 7t 9.71 DB 195 PG 732 l-8° D.l. 22'1/2 NOR1Z. BEND 1 TAX MAP A-64 PARCEL 161
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~ ~ V - i, - ---r- - - - - - - -
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515 ry - -
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3+00 4+00 5+00 6+00 7+00 8+00
VERTICAL SCALE 1" = 5.0' 9+00 9+00 10+00 515 11+00 12+00 13+00
HORIZONTAL SCALE 1" = 50.0' 14+00 15+00
FORCE MAIN ST A. 0+00 TO 15+00 Of 17

- _ _ _ _ -
~ ~ ~
~ ~
1 ~
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z F-- ~ Q h BOARD OF EDUCA'TIDN
U1 ' I 00
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~ ~ o 0 0 0 0 0 0 0 0 0 0_ o o Q
+
' o s ~ h ~ P.A. PLANNING
ENGINEERING
~d I f FEN E SIL C - - - - - - - _ _ LANDSCAPE ARCHITECTURE
RE ~7 D AT STA. 19+00.01 ROPOSED
1- ~ D.t. 45° HOR1Z. BEND o o StLT FEND N 1 FEN !L T FENCE OU ^ 111 hest 1[aln Street SILT FENCE OUTLET SIl CE p p 8 FORCE MAIN ET North 27701
~ PROPOSED 8" FORCE MA1N ~ REO D AT SlA p ~ 919 882 0388
l ~ ~ REQ'D AT STA. 18+86.28 SEWAGE COMBINATION A1R VALVE 1-8" D.1. 11 1~ ~EQ D AT SlA 25+77 92 ~ FAX [phone]" D.1. 11 1 2' VERT B rpj I~0'D AT STA. 31+55.49 / END SEWAGE COM81NAT10N A!R VALVE ~
1-8" D.1. 45° HORlZ. BEND STATION 22+90.50, SEE DETAIL ' V 1-8" D.I. 45' NORIZ. 8EN0 STATION 28+14.50, SEE DETAlL Q 4. w`II'rl'e®
" SHEET PC/99-17 SHEET PC 99-17 ~ ~ o~' e®~® r^ FARO
2 /1,
~ 1800 ~ CREEK PR P ED ~ ~ SEAL. t 2 q
0 OS 30 SEWER EASEMENT N OW a ® e V NOW a FORMERLY h ~ e 11622 G
~ THEODORE & Q ~ ~ w 4'i,3'9 ia` ODORE & ALEANE G. WEBS ~ w p. 5`~Q.
~ DB 183 J ~ ~ o,,ti~ gNclk~,~~° \ DB 183 PG 770 ryj F`~ .
TAX MAP A- CREEK BANK ~ NOW or FORMERLY e~ TAX MAP A-64 PARCEL 205 I, ~'Or R. KAG EGEND
0 ~ 3' o ROY T., WILLIAM H. & ANNE MARIE BROOKS ~/t1b111111 EJf1STINC PROPOSED
I DB 242 PG 493 I ~ NA iYALK
~ 10' TAX MAP A-84 PARCEL 161
x...10' m NA CURB INLET
r ~ NA YARD INLET
~ x`00 1 . ? NA MANHOLE JUNCTION BOX
~ I a..„ 0 /O"~+ SANITARY SEWER dfANHOLE
o I NA SANITARY SEWER FORCE MAIN
~ ti OI ° ° - _ STORM LAVE
til ~ "-M~'-' HATER LfNE
D4 ® HATER LINE VALVE "~1 IIATERLINE TEE
IIATERLINE BEND
I NA FIRE HYDRANT
1 ~ © NA SICN
l ! NA POWER FOLE
f00 NA CUY WDiE
NA CHECK DAM N7TH
SEDIMENT PTI
1 I - NA DRAINAGE SI/ALE
NA ~n EI(CELSIOR LOVING Project
NA INLET PROTECTION
f
t NA SdT FENCE
~ ~
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1 ¦ 5~0p
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~ W ~ 600 ~
- - - W - _
- - - - + - - - _ - _ -
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i 595
- _
- - - - - - I - N ~ ~ dob Number _ - - -
- - _ - - 8 D.I. PIPE, - 8 D.l. PIPE 590 U Z t ~ -
ONE J IN T ONE JOIN T ~~.i SEWAGE CO INATfON AIR' VALVE 590 Drain JRC, SPB
- - TOP 589.50 Checked TRK ---:5E~8E~A1t NEST- ~t-__ Date 4/13/99
- - - - _ _ - - ! - -
- - - - Revisions
- i ~ ~ - 585 - - - "
8' PVi - - - - _ - - _ 8 PVC PIPE 3' MIN. COVER
- - - 585
- ~ ~ PR P SE 8° FORC MAIN ' ~ - - - - -
~ - ~ - ~
- 3' MIN. COVE ' - - - - _ i -
_ _
- - - 8" D.I. PIPE, 8' D.l. PIPE _ 580
W - ~ ~ - - ~ _ _ ~ ,ONE JOINT 0 E JOINT
c~ - _ - - - - ~ - - - - _ _ _
- 8" PVC PIPE -f-- - - _ t _ - i -
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Q - ~LON~ - 575 - _
o - F.M. SHOWN N 7HIS DRAWL G, PC 99-5 f i - - ~
w I ~ - - - _ - _ - RE D AT ST . 25+77.92 [L _ -I- - i
~ - - - - - _ _ ' 1-8" D.I. 11 /4' VERT. BED T _ - _ - - _ _ E
570 _ _ - -
o ~ - „ ~ - - 7 50
- - - ~ - ONE JOINT - - _ ~ - _ -
T - ' 8 PVC IPE ~ _ - _ - _ - ~ - _ _
- - - - - - - ~ ~ ~
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w ~ - - _ _ W 565
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' RE 'D AT STA f9+0 .O1 - _ o
560 ~ _ - - - a" al. IPE _ ONE JONT i ~ 8 FORCE MAIN
- - a---- 560 -
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- 555 - _ J TO _
- ~ i
STATION 30+00
I z 555
rt - -
- - - 550 Sheet Number
15+00 16+00 17+00 16+00 19+00 20+00 21+00 22+00 23+00 24+00
24+00 25+00 26+00 27+00 28+00 550
VERTICAL SCALE 1" = 5.0' 29+00 30+00
HORIZONTAL SCALE 1" = 50.0' FORCE MAIN STA. 15+00 TO 30+00 01 17

+ ~
R ~ AT TA. 7±31.82 i O ~ n ~
9-8" D.l, 45' HOR1Z: BEND 0 0
0x EXISTING SWALE ; ~
_x 590
0
z s ~ x~ 9~ X 0+67.4 RFQ D AT STA 40+5,~5~ R T STA. 4 O
- " D, 1. 45' HORII. BEND 1 + 1-8" .1. 22 1/2' HORlZ. BEND 18
~ / ~ ~ o P.A. o J ~ X ~ O PLANKING
/J SE SEWAGE COMBINATfON Alin VALVE, ~ ENGINEERING
ST SEI DETAIL ~ STATION 37+27.50, ~ ~ LANDSCAPE ARCHITECTURE
Sys / 5 x s>i SHEET PC/99-17 ~
f,r LEGEND J „ ~ NOTE.• WORK INSIDE N. C.D.O.T. R W iii eet 1[eia Street
EXISTING PROPOSED QO Q ~ ~ Durham, North Caroline 27701 EXCELSIOR LINING ~ ~ TO BE STARTED AT THE 919 eel 0389
> J ~ BEGINNING OF THE PROJECT FAX 919 88e 5846
. NA WALK R1R4,0 AT STA. 40+91.14 ~ ~ 1 A 1-8" D.1. 11 1/4' HOR1Z. BEND ~ ND TO BE COMPLETED AS
I3I NA CURB INLET sd, ~ SOON AS POSSIBLE ~~~N®ae®t°°rr°°°h 1 41 ~ 0 GARp
~ NA YARD INLET \ S ,>®...•®C`/ ripe
PERSON COUNTY s ? NA MANHOLE JUNCTION BOX k OLD LOGGING ROAD )AD ~ < ~ ,®Qq, ~ vJ
CATION o SANITARY SEWER MANHOLE BOARD OF EDU / / 0 e'%/s" CHECK DAM ~ J IMPROVED STONE BEDDING REQ D. c $ ~ A L
NA ~ SANITARY SEWER FORCE MAIN ' ~ = ACK TO PUMP STATION o W/SEDIMENT P!T R AT A. 41+2 . 0 ALONG FM, B ~ 11522 `
- - - - e STORM LINE 1-8N D.l. 1 1/4' NOR .BEND IMPROVED STONE BEDDING NOT REQ'D. oa /3- 99® 4~; GUARDRAIL ALONG F.M. UNTIL SAND BEDDING 1S REQ'D. '.,~.y ••.fpg *~'.e
-°-WL WATER LINE / (~j ® WATER LINE VALVE ~ i 0 hIq GR,,`
s~- warERLINE TEE POSED 8" FORCE MAIN ~ 80 PRO S R. KP ®,®s ~ °'+°?uuu?'"
WATERLINE BEND • 5 ' NOTE: SHOULD GUARD RAILS ALONG US 501 NEED
NA FIRE HYDRANT O ~ ~ r'O, ~ `e1 O ~ o, o J TO BE REMOVED FOR INSTALLATION OF FORCE
$ NA SIGN Ox ~ `D. MAIN, WORK MUST BE COORDINATED WITH
POWER POLE g~ NA ~ 0 42`00 N.C.D.O.T MAINTENANCE ENGINEER IN PERSON
NA GUY WIRE 5 I G ~ ~ ~ ~ ° ~ COUNTY PRIOR TO CONSTRUCTION. ~ 4
~ Q oo , `G x ~ PROPOSED 20 NA CHECK DAM WITH \ 1 3a~ ANY REMOVAL OF GUARD RAILS MUST COMPLY ~ a ~ WITH N. C. D. 0. T. GUIDELINES.
/ SEWER EASEMENT SEDIMENT PIT G ~ °oz'
NA `~,P ~_a._._ DRAINAGE SWALE C~' 0 ~ ~ 72" RC
Q k ~ SILT FENCE
~ SILT FENCE 75 ~ NA ~ X X X~ EXCELSIOR LINING 5 5 O. ~ ~ M ~
NA INLET PRDlECT10N
~h ~
NA REO'D AT STA 32+67.88 SILT FENCE ~ 1-8" .I. 45' HORIZ, BEND O~ NW
D 4 ~h 3¢ ~ N i
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~ - - SEE DE IL SHEET PC 99-17 ~9-17 dob Number
- - - - - _ - - - - -T- ~ j - - JRC~ SPB 590 Drawn
590 Checked IRK
- ~ - _ - _ - _ Date 4/13/99
- _ ~ - - _ _ _ _ Revisions ~ t-_
1__ i
-r- --T x - - _ 585
° 585 ' ~
~ 8° PVC PIPE - - ~ ~
i i ' - ~ - - - - - - - .EDGE OF P VEMENT ~ -
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_ - - - - , 580
580 ~ ~ -
_ R AT . 37+ 7. 1-8" DJ, 4 ° HORIZ. BEND
- - - - - i
8" D.l. PIPE I
PROPOSE 8" FORCE AIN - ~ 575
575 ~n - - 8' D, I. PIPE AS EO D. -
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- - - _ - _ ~ TO
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555 ~ ~
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- I Sheet Number
j
I 550
550 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+( 39+00 40+00 41+00 42+00 43+00 44+00 45+00
Of 17
VERTICAL SCALE 1" = 5.0'
N STA. 30+00 TO 45+00 FORCE MAI HORIZONTAL SCALE 1 = 50.0
- - - - - _ - _ _ - - - - - - -
-

LEGEND
EXISTING PRDPl1SED
NA WALK
NA CURB INLE'
~ NA YARD INLE'
? NA MANHOLE JuN~ 770N BDX
SANITARY St u FR MANHOLE P.A.
NR SANITARY St u£R FORCE MAIN PLANNING
~ ~ STQRM LINE ENGINEERING
-WL WATER LINE LANDSCAPE ARCHITECTURE
DQ ~ WATER LINE VALVE "*f"~' WATERLINE TEE 111 Rest 1(ain Street
~ ~ a WATERLINE BEND Durham, North Caroline 27701
°o ~ rr-1 ~ NA FIRE NrDRAN r 919 882 0388
+ ~ ~ ~ S NA FAX [phone] w ~ ~ SIGN
~ .Iv ~o ~ NA POWER POLE ~®®/µ®IalaOle®,egee®
Q a NA GUY WIRE ~ CAR®( ~®i
~ ~ ~ NA 'f~ ~ ®`y0®®®~pSE Oy ®,o~g CHECK DAM WITH ~ /1,,x(4
Z W 3 SEDIMENT PIT ~ ~ ~
Q \ ~"SE~E O NA DRAINAGE SW~ILE Q Q ; 1
U ~ TOP 576. 4 h , 11622
~ W IN 3 TOP 588.82 Q ~ W V 579.83 INV 586. 15 NA , X X X i EXCELSIOR LINING I.' Z '~~iy ~t~t Ec`~.°QO~; '~V ~ 9~ o ~N~S ` as
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74P 584.6 INV 575.4 - - - - 24 RC - - - ~ TOP 589. 1
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TOP 595. 0 INV 584. 9
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~ ~ PROPOSED 8 ` _ . ~ ~ ~ o° 0
- - - _ _ FORCE MAIN 70P 589.1 _ io R INLET PROTECTION EO D AT STA. 54+05 75 - R~W INV 585.7 r~~ x X $ O TA. 54+05.75 ~ h ~
r EXISTING SWALE- ~ _ - _ _ 1-8 DJ. 22 1/2' HORIZ. ? 1/2' HORIZ. BEND ~ R~ D AT STA. , + 4.18 .PROPOSED 8"
_ _ ~ FORCE M 1 ~ i-8" D.l. 22 1/2' HORJZ. BEND A N
~ 1- ~ REO'D A T STA. 55+24. C> I ~ - siL rFENCE ~ 1-8" D, 1. 22 1 /2' HOR<<'. BEND Q
~ Project
_ _ R/W
~ A x SEWAGE COMBINA770N AIR VALVE -
~ ~ ~ ~ STA AON 56+5D.Oq SEE DETAIL
N U, SHEET PC/99-17 a T
BORE AN a ~ BORE AND JACK 55 LF ~ a RE00 AT STA 55+89 36 ~
16" OIA. ; 16 OIA. STEEL ENCASEMENT j'IPE 1 ° 1-8 D.I, 22 1/2' NORIZ. BEND Z
0.281 " Th 0.281 " THICK ~ S!L T FENCE CJ ~J ~ ~ 1
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- - - z - - - - -
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T - - - - - 605 Y o i
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- _ _ - - _ _ -
- - ~ i _ - ._Y ^ ~ ~ ~ + Job Number - _ _ - - -
600 - Q U - _ _ - ~J _ - ~ ~ cnj~ SEE DETAIL SHEET PC/99 17 ! JRC, SPB
i - 600 Drain
- - Check _ TRK - - - - - 4 13 99
U i _ - - ~ h i - u' !L:~ Date ; r~ - _ - - f._..-- - - - Revisions
~ ~ _ - - _
595 z - ~ ~ ~ _ 8 D.l. PIPE, AS RE UlRED -
595 -
-r-
~ - - I i EDGE OF PAVEMENT - ~ __FLEV~f7101V.5 - -
- -c~--t - 8" VC PIPE - -
- - 59a _ - RE D AT STA. 54+05.7 8 PVC PIPE --1 T- - - aR i - - ~ - - - -
o z ~ ' 590
--i-- w _ _ R AT T +4.1 p _ i 8 DJ. 22 2' HORIZ. B ND PROPOSED 8 FORCE M IN ~ ~
W ~ _ - ~ l2 MIN SEPARATION I - r - T T , + 4
- - , - - ~ 1-8" D,J. 22 2' HORIZ. B ND - - - - - - --~-----_8 ~ / c0 - - - _ r - -
- _ - I - 585 ~ ! i 16" OlA. STEE ENCASEMENT ~ - - -
ii i Q ' 585
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- ~ ~ 580
- - ~ - I
_ _ _ i i - i
- _ - - - - - -I--- i -
- 575 - - - - _ - - - - - _ -
- ~ - . Sheet Title
i - 575
- - PC 99-7 -
- - ~ - _ i _ - - FORCE MAIN _
7 - - - - - - ---r- -
5 0 - - _ - _ U. S. 501
- t _ _ - - - - ---i- 570
_ _ _ - - -
- _ - ~ - _ _ - - - - STATION 45+00
I- - - -
565 _ - - TO
' ~ ~ - - - STATION ~0+~[l -
vV~ IiI
i i
Sheet Number
560
45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 - 560 54+00 55+00 56+04 57+00 58+00 59+00 60+00
VERTICAL SCALE 1" = 5.0'
HORIZONTAL SCALE 1" = 50.0' FORCE MAIN STA. 45+00 T0 60+00 Of 17
_ - - - _

0 z
TOP 588.0 ~ ~ ~ wa A P.A. A D ~
INV 586.2 ~ °z GRAVEL A TOP 575.9 < ~ PLANNING
m ~ ~ TOP 581.9 > ` m~ m m INV 579.4 m v INV 572.1 ~ ~ r ~ ENGINEERING FITfECTURE
m ~ ~ MB OO MBd Q FMB 0 t3 ~ ~ LANDSCAPE ARC a M ~ 0 r~ a
MB CULVERT 558.5 111 lfeet Pain Street
M U ~ TOP Durham, North Carolina 27701 TOP PIPE 557, 7 919 682 0388
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s /I,Iyg11i1111118/,//®
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TOP 595. 0 - ~ TOP 581. 0 INV 584, 9 ~ G TOP 581.0 ti TOP 581.0 INV 551.9 ~ E ~ ~ ;
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" RCE MAIN ToP 582.8 ~ ~ PROPOSED 8 FO ~ A TOP 570.9 ~
';)LT FENCE ~ INV 580.2 ~ INV 568.3 ~ _ _ _ _ ~ m CHECK DAM WITH ~~lNV 550.7 p r ~ rn
~ ~ E.YISTING SWALE o INLET PROTECTiOP O ~ 70P 584.1 _ _ _ _ _ 'T PROTECTION SEDIMENT PIT _ _ _ ~ I - w~ ~ o~
~ INV 582.6? (MUD IN PIPE INLET PROTECTION O ~ ~ RE ' AT STA. 73f42.16 ~
~o ~ EXISTING R!P RAP D - V
U Qr~ LEGEND 7-8" GATE VALUE W/VALVE 80X ~ 14 EXISTING PROPOSED 2' X 2' CONCRETE PAD ~ ~
(SEE DETAIL THIS DRAWING) ~ W ~
W~ _ _ - NA WALK ~ s[
tj VALVE NUf - i d - - - a J ii-iii'=~~~~' ~ - NA CURB INLET Z ~
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- - W FiANOE--~ O z ; i - - - ? NA MANHOLE JUNCTION BOX Q 1
~ I - I- I=1 w ~ ~ _II - ~ ~ ~,~Oo SANITARY SEWER MANHOLE
iii I-_ e-1iz~ s-,~r -i ( _ NA SANITARY SEWER FORCE MAIN
2'-B' X 2'-B' CONCRETE BASE YE BO% i !i_ AROUND VALVE BOX CASIINC VAL i B~ STORM LINE ~ ~ .r
S-1/4~ T-t/2' 8-i/2' - _,....W~ WATER LINE
- I~) ~ ~a I I _ ~ ® WATER LINE VALVE WATERLINE lEE
-i I _ USE CLASS 'B' CONCREIE~ WATERLINE BEND
- FOR BASE AROUND VALVE TOP _ yA FIRE HYDRANT Project
~ - - a NA SIGN
24' r„^OPEIWORMLVES NA POWER POLE
PRD[CT ~ NA GUY WTRE
8-7/0" VALVE BOX DETAIL NA CHECK DAM WITH SEDIMENT PIT
SLEEVE ~ ro y~ NA DRAINAGE SWALE
8-i/2' U ~1,~
BASE NA ,'XXk~~ EXCELSIOR LINING ~
Z W NA INLET PROTECTION
TYPICJ~L SCREW TYPE VALVE tioK_
FOR ALL V VA1~F NOf TO SC~IF T FENCE NA SIL
Z
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75+00 A. 60+00 TO MAJN ST ORCE F
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595 i ~ - - - - - - - TRK - - f---- - Chec e - - ; ~ -
- _ - _ ~ - - _ - - _ 4 13 99 _ ae _
- k r~ - - _ - - Revisions - - - - I ' - ' 590
- _ - - --I-- n _
- ~ i -
590 O - ~ ~
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- - - _ - ~ 585 _ - -
Q a - - i - -
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- ~ W ~ J NOTE.• ONE'JOlNr D.1. CEN RED_____-_ _ _ ~
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- - - - - - ~ _-1- Sheet Title - i --r- , k, 2
_ - - - --r--- - - - _ --t-
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- - - - - -
I NOTE.• i 565 - Q ~ - - ~ W ; MAIN _ ~ ~ _ 8 FORCE
- - - - ~ACKFILL FROM fNV. - _ F1LL FROM fNV. 0 8 PvC ~ -t--,~-- , - - - - .501
- - - -a- - - -
- - - - - --L _ - - - - 560 - -
- - ' - I - - -
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555 - - - - - - - ---1--- 1-8 GATE VALV W VALVE 90~ Sheet Number
550
-
550 I 67+00 68+00 E 72+00 73+00 74+00 75+00 69+QO 70+00 71 +00 of 17
62+00 63+00 64+00 65+00 66+00 60+00 61+00
VERTICAL SCALE 1 _ 5. 0 FORCE MAIN STA. 60+00 T0 75+00
HORIZONTAL SCALE 1" = 50.0'

TOP CULVERT 560. 5
o TOP PIPE 559.6
TOP CULVERT 556, 0 ~ ~ INV 555.9 TOP PIPE 554.9 ~ m
INV 549. t ~ m
r
Mea Mao a P.A.
PLANNING
0 ENGINEERING
us 501 - sou rHBOUND LANDSCAPE ARCHITECTURE
111 1?est Hain Street
Dnrhnm, North Carolina 27701
TOP 564. 6 919 682 0368 FAB 919 888 6846
INV 554, 4
V TOP = 569.5 INV = 564.6 TQP = 579.54 ew`auougaa
INV = 576.28 ®,me®'~ CAf~®/~®®,s,
o °o ~ o o ~ US 501 - NOR rHBOUND + o 0 0
~ rn o + + o ~ ~ +
~ ^ hl----P FF---PFf---P ~
~ ~..--~PFF--`P h----PH----pH----PI+---PFf--~p MB ~ ' - _ - - ~ H-----P
- +
SILT FENCE ~ ~ CE MAIN A PROPOSED 8 FOR SILT FENCE H---.p o TOP = 578.5 '4' R. ~ eee
TOP PIPE 554.6 ~ > r ~ ~~~p, °o° p° TOP PIPE 556.2 cx~°a~~ ~o~j ~~`1?'~'~~,P~` ° ce , o ° °G°c~°~ . g < EXISTING SWALE ~ o° ° °o° °°u°q~-~ c~c,° 4 *~0~0"0~0 p - ~''~'~'--P INV OUT = 573.0 c~L~,~o~U~P ~ ~ µ`'`p 0
INV 548 2 6 INV 55 . ~o,°° o ~~~°°~°°~~ar ° ~c~~c,° ° ~ - r _ _ _ _ _ ~p _ _ _ _ _ TOP = 565.0 ~ ~ _ Mme' ' = 565.0 lip``-P ~
~ - _ CHECK DAM WITH - -_._V ~ 563.0 REQ'D AT STA. 81+20.07 P _ PROPOSED 8" - ~"P 0 - 563.© ~ v FORCE MAIN _ R`~-~A
SEDIMENT PtT 1-8" D.l. 22 1/2' HORlZ. BEND EXISTING RIP RA _ ~ N`~ ~
CH CHECK DAM WITH - ~
SE. SEDIMENT PtT _
LEGEND 1 ~
EXISTING PROPOSED _ _ TOP = 576.8'
_ _ NA WALK INV = 573.9 0
O ~ 0 NA R IN E7 ~ ~ CUB L 0 ~ '
~ ~ ~ NA YARD INLET ~ 1 ~
~ ~ ~ NA MANHOLE JUNCTION BDX ~i
V NOTE, CONTRACTOR TO CONTACT OWNER a SANITARY SEWER MANHOLE OF FIBER OPTICS CABLE PRIOR TO Q v a
C7 Np SANITARY SEWER FORCE MAIN BEGINNING ANY WORK IN THE i/1CINITY ~ ~
~ - - - - . - STORM LINE OF THE CABLE TO ENABLE THE OWNER w z
2 3 TO MONITOR CONSTRUCTION Q -WL- WATER LINE v Q
~ ~ ® WATER LINE VALVE Z 4 0
U 4 ~ WATERLINE TEE F. W ~ Q W
Q ~ WATERLINE BEND NA FIRE HYDRANT ~ W
O NA SIGN
Pro'ect J
C~ NA POWER POLE
NA GUY WIRE
NA CHECK DAM WITH
SEDIMENT PIT
-y- ---j NA DRAINAGE SWALE
NA X X X X EXCELSIOR LINING • Z
U W
NA INLET PROTECTION • ~ Z z W~
NA SILT FENCE
O
Z ~O
~ V
O -
C~ Q ~Z
Z~W
IN STA. 75+00 TO 90+00 CE MA FOR 0 ~ OW
SCALE: 1 =50 ~Z
W ~
~ WO ~
{ _ W
- ~
590
590 -
_ _ _ - _o
Job Number
- -
i - - _ - - -
585 ~ ~ 585 Drain JRC, SPB i ~ n Checked TRK
_ 4 13 99 ~ - Date ~
. - - - - _ - Revisions
- - - Z
- - - - - - - ~ 580

80 - - 5 rn _ -
T ~ - - _ _ _ _ _ _ .r
- _ _ - N 12'MIN. SEPARA ON 575
575 3 Q z
o - - - - -
~ - - - - - - - - - o _ - - w o - - - i
_ - - - - - - s
- _ - T_ ~ 8>, PVC PIPE rn 570
570 0 ii - - - _ -
- ~ E - - 4 ______~Le- - _ - - ~ 2
- _ - -
I - - _ ~ 565
~ - -
565 ro ~ _ _ w _
~ ~ o _ _ _ -EDGE OF PA SEMEN - ~ ELEVATIONS 1 "MIN. SEPARATION SEPARATION
~ j - - - - - - - - - -----Y--- - -fi - O _ - Sheet Title
Q ~ Q - - ~ NOTE: ;ONE JOINT 8" D.l. CENTERED ' 560
~ ; 560 UN 4 ' ! ~ - - - -----rt PC 99-9
- - _ - - -
- - i- _ - NOTE: _ »
- - 8 FORCE MAIN -rN>T oI- - - - - -
- _ _ _ ~c - - - U.S. 501 - ~ 555
555 1 "MIN. S PA - s
PROPOS 8" FORCE MAIN - - - _ i ~
8 PVC PJPE - - - - - - - --r--------- STATION 75+00 - - ~
- - - - - T O - -
' _ - - - - _ - STATION 90+00
- - - - - - j--- - - 550 550
~ ~
Sheet Number
- 545
545
75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84 VERTICAL SCALE i" = 5. 0' FORCE MAIN STA. 75+00 to 90+00 85+00 86+00 87+00 88+00 89+00 90+00 84+00 Of 17
HORIZONTAL SCALE 1" = 50.0'
- - - - - - - - - -

LEGEND
EXISTING PRDPDSED
_ NA WALK
NA CURB INLET
~ NA YARD INLET
0 ? NA MANHOLE JUNCTION BOX P.A.
.r /OO SANITARY SEWER MANHOLE
~ ~ ~ D NA SANITARY w PING SE ER FORCE MAIN ENGINEERING
A N 1 O ~ STORM LINf LANDSCAPE ARCHITECTURE ---WL WATER LINE
~ Z [X1 ® WATER LINE VALVE 111 heat Main Street
Q wArERLINE TEE Durham, North Carolina 27701
p 919 882 6388 WATERLINE BEND FAX 919 888 $648
NA FIRE HYDRANT
NA SIGN Nsts'POa",~
4.,,._ c.il' NA PL7WER PDLE ~~R i®''®. ~ 0
NA GUY WIRE m® ®®.•®~E5$lp .9 ®
NA a.,..,,.. T CHECK DAM WITH E ~
~ OP 580.6 SEDIMENT PIT INV 577.4 d
1162 2 ° r NA DRAINAGE SWALE i •i s.
m 'C X E CELSIDR LINING ~q GP S R. KP
1 -SOUTHBOUND U v ~ NA INLET PRDTECrIDN a®aaa®a11jj1°
.,,,rw NA SIL 7 FENCE
TOP = 579.5 TOP = 569.24
INV = 574.2 INV = 565.72
- NORTHBOUND U
I+____P~--~P ,~-~F~--- NI}---~ H---~I+--PFF---PF+----Pµ---P ff----P,f---PH---P
y~---Pt+"P~ o 0
~...p ~ ----o - _~Q- + Z + ~ o - . q-~-- ~ H--P~} --A q-~--
o~ + f0A 578.1 ~b'`,.,~ x x ~t~ ~ H",P
H--P ~ o--- o ~ ~n O H--"p ~ o f NV 575.2 ~
- ~ ° ~ EXJSTING SWALE ~._--P a + O ~ x ~A
~ PROPOSED 8" ~p4+~`Q l,. + FORCE MAIN ~ _ - - - - - ~ H``,y, ~G
_ INLET PROTECTION r ~ ~ ~~fy ~ ,
c, + Z ~ - SEWAGE COMB) _ ~ ~ ~ ~ _ NAT]ON AIR VALVE, ,Y_ 1 > ~ _ STATION 95161.00, SEE DETAIL _ PROPOSED ~
~ _ SHEET PC/99 17 NOTE. CONTRACTOR TO CONTACT OWNER m _ FORCE MAIN ~ may" ~ ~~~~-p
~ _ OF FIBER OPTICS CABLE PRIOR TO „ ~ n-~. zIOR TO ~
- BEGINNING ANY WORK IN THE VICINITY E I/ICINITY TOP = 569,0
OF THE CABLE TO ENABLE THE OWNER SHE OWNER ~ INV = 565.3
TO MONITOR CONSTRUCTION Project INLET
~ PROTECTION
o ~ o ,
a 0 0 ~ ^ ~
h I
Q 0 ~ ~
v Z
N Z w~3 Q a V W
z Q ~ ~ 1 . ~ , Z ~
Z o W ~ W~
w e ~ O ~ ~
v o Z ~O
Q ~ ~ V W ~
g ~ O - C~ Q
~Z
Z~W
~ OW
FORCE MAIN STA. 90+0 0 l0 105+00
SCALE: 1 =50 W ~
p, W O
- _ - _ - ~ ~ - W
- - - _ - - - -
_ - - - - -
590 o z - - -
590
- ~ ~ ~ - -
- , - -
- _ . ~ - - - - _ ~ - _ _ __-1- ob Number
585 I O - - _ ADJUST TOP TO EXISTING DE SEE DETAIL SHEET PC 99-1 ~ ~ - i
EDGE OF PAVEMENT ELEV TIONS
- - 585 Dram JRC, SPB i TRK - ~ - - - - - Checked - - - - -fit- _ _
8" D.1. PIPE 8 ° D.1. PIPE - ------~-.....~.e - - _ - _ - Date 4/13/99
_C~ ONE JOINT ' ONE JOINT - Q ~ Re~idona
' ~ 8 PVC PIPE 8 PVC PIPE - - - J - - -
580 - -
580 - ~ -
- - - - - - _ - - _
_ - -
PR OSED 8° FORCE MAIN - - - -
575 N -
- 575
- - _ - r- -
- - - - - - ~ -
- _ _ _ - Y- - - - -i-- I
570 - - - - - - r
- _ 570 _
3 - - - - - - i - - PRPS " 0 ED 8 F RCE MAIN - - --G _ - -
o: - i - - _ _ - --I---_
- - - - _
65 W - - - - - ~ - - _ _ - ~ - 565
'i ~ -
- - - - - _ _a
o - - - - - -
- - - ~ o _ - - ~ - - ~ -
560 _ _ - - - - ~ - - ~ Sheet Title _
Q 566
- - - - 0 --r - -
- - - - w - 10
- - - J - - _ - -r- - - - - - - 8 FORCE MAIN
- 55 ~ - - - - - - ~ o - -
- - - .501 ~ 555
- - - ~ o
- - - -
- - - ---1-- _ - - - -T STATION 90 +00
550 - - - - _ TO
- _ _ - _ - _ _ ----w - - STATION 105+00
550
- - - - Q Sheet Number
545 - - - - - - - - -
90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00
545 99+00 100+00 101+00 102+00 103+00 104+00
VERTICAL SCALE 1" = 5.0' 105+00 Of 17
HORIZONTAL SCALE i" = 50.0' FORCE MAIN STA. 90+00 TO 105+00
- - - -
- - - - -

_ -
LEGEND
EXISTING PROPOSED
NA WALK
C~ NA CURB INLET
® NA YARD INLET
? NA MANHOLE JUNCTION BOX P.A.
SANITARY SEWER MANHOLE
Nq SANITARY SEWER FORCf MAIN PLANNING'
- - ~ - STORM LINE ENGINEERING LANDSCAPE ARCHITECTURE
-WL- WATER LINE ~ ® WATER LINf VALVE
WATERLINE TEE 111 hest Mein Street -'1 ~ Durham, North Caroline 27701
.-r~-- WATERLINE BEND 919 882 0388
~ NA FIRE HYDRANT FAX [phone]
O NA SIGN
NA POWER POLE
Nq GUY WIRE ,,®eo~y~e~®~e°r°p®°®°°
~A~O~ °o. oa® NA CHECK DAM WITH e,.` ® ®®,e~ES~J®®®®
SEDIMENT PlT ~ ~ o QQ.® ~
NA AINAGE SWA ®X"~~~ DR LE o S E A on
~ 6 ® ~
TOP PIPE 546.5 NA ~ EXCELSIOR LINING ~ 1162 o Q ~XXX,
INU 545. 7 NA INLET PROTECTION '~®'~0''fM~;lN~4~' \ mI®~ p ee• 11 n~~qA~,,~
TOP = 569.24 NA SILT FENCf ®®°fj°ioiclt°~®ee TOP 547. 2
INV = 565.72 INV 545. 2
~ w
rn INV IN 556.73 ToP 552.as US 501 -SOUTHBOUND +
INV OUT 556.68 ~ n INV 549.44 ~ n
TOP = 570.10 - ~ 30' RC_.~.._.__ _ _ - o...
INV=564.6
W TOP = 548.8 ~ 24" RC ~ INV = 544.1 ,
~ U
h ~ US 501 -NORTHBOUND
h---PH----Pf+---PN--fH---P~'"'PH---PFf-~~FF---PFr----PhH--f'H----PH---PhI---Pht----PH--~pH----PFD--PN---PH---PH--~H---~H----PM---PH--~i+---Phf--Pl+--flFI---PH---fl H---PH----PH----PFF---f' Ff---P li---PhI- -PFH--PhI--P i~-~F~---PH--~H---PFD--PI+---PFF--OFF---Pft~---{'I~--P I+---P I~--PH---flf+---PFF---PFF----Pff--P I-F--PIi---P
x ~ -x-x x x x-~ x x ~ k v-v v v w~- Y vi o u v Yr-~ x-~r ~ x i~c- x x -~c ~ x -x-~ x n~-n i~ r~i v w-v -v u k-- ~ v~ o ° PROPOSED 8" + ° o o p o
TOP = 569.0 + n FORCE MAIN ~ p rn p ~ u~°o~o0^ + + + ~D o,~~ o y n N ~ ~ o o - ~ > ~ o 0 ~ - o ~ >
p INV = 565.3 o EXISTING ° ° ° EXCELSIOR L1N1NG ~ ~ ~0°p~ ~ % o°°~'pG~'~~ o g ~ m ~ ~ ~ ro ~
~ ~ SWALE ° '~>~~;~~s~,~°~~ apcc~ ~ S!L T FENCE " ~ TOP = 546.9 h
~ ~;Q~o TOP PIPE 552.14 ~ ~ INLET CHECK DAM WITH ~ °'~0~ TOP PIPE 544.5 TOP PIPE 54.'x.31 INV = 544.4 O N .544.5 INV -5~F4.06 O
~ ~ PROTECTION SEDIM! NT PIT INV 549.39 INV 541.0 Q ~ +'I 7 O Oi Project
Q ~ - - _ _ _ _ Rey EXISilNG RIP RAP N ~
I~ - - _ to C9 - - - - _ PROPOSED 8" FORCE MAIN V
Z W 3 ~ O
2 Q 2 W ~
J ~ ~ NOTE CONTRACTOR TO CONTACT OWNER T p Q
OF FIBER OPTICS CABLE PRIOR TO ~ 1 ~ t'-- = a Z
Q W BEGINNING ANY WORK IN THE VICINITY ~ ~ OF THE CABLE TO ENABLE THE OWNER V W
TO MON/ TOR CONSTRUCTJON Q W ~Z ~ c~ Z
W~ w
O
Z ~O v V
O
V
~Z
. 1 + TO 120+00 RCE MAIN STA 05 00 FO 0 ~J
~ W
SCALE: 1 =50 W ~
~ W ~
1
W - - - - ~
- - _ - - - +
-T--
N - - - _ _ ,
575 ~ ~ - - 575
I - ---r--
- - - . _ - - - - dob Number
- _ ~ - i - - ~ _ _ . - - - i
_ - - _ - - _ - - -
7 50 570 Dram JRC, SPB
EDGE OF PA MENT ELEVA1fONS _ _ _ - - - - - Checked TRK - - - Date 4/13/99
- - Revisions
_ _
- - - - - _ -
O ^ - 565 565
a~ ~
_ - - _ - _ _ N ~ ~O - ~ - - - N
0 4N N ~
_ - - - ~ 12 MIN. SEPARA 110N _ - ~
II PROPO ED 8 FORCE MAIN c~ 560
560 _ - i p ~
Q - z - _ - ~ ~ k , - - -
~ - - - - - ~ ~ - -
- W _ - - - - - - - - _ _ 8" PVC PIPE, _ h - T -
~ ~ - - - - ~ ~ ' 555 _
555 ~ ~
- -
~ -
-1-- ~ _ f2"M1N. SEPA ATJON - -
_ - _ - T- 550
550
- - NOTE NE JOINT 8" D.1. CENTERED i -
_ - -RCP
- -I - - - NOTE -
- - - -T - 12'iWlN. EPARATION _ Sheet Title PR POSED 8" F RCE MAIN i
4 55 4 545
- _ - _ _ - - - - - PC 99-11
O N I 8 FORCE MAIN - - ~
- - - - - U. S. 01 -r ~
4 50 N 540
- _ - - Q
- - - - - - ~ , - - - t-- STATION 105+00
j ~ 2 _ - - - T--_ - -
- _ ~ ~ _ - ti TO _ - -f- _ ~ STATION 120+00
535 - - ~ ~ 535

v
Q
Sheet Number
i
530 530
105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114- 114+00 115+00 116+00 117+00 118+00 119+00 120+00
Of 17
VERTICAL SCALE 1" = 5.0' TO 120+00 MAIN STA. 105+00 FORCE O
HORIZONTAL SCALE 1" = 50.0'
- - - - -

LEGEND
EXISTING PROPOSED
_ NA WALK
D NA CURB INLET
~ NA YARD INLET P•A•
I] NA MANHOLE JUNCTION BOX PLANPTING
~ ~ SANITARY SEWER MANHOLE ENGINEERING LANDSCAPE ARCHITECTURE
NA SANITARY SEWER FORCE MAIN
E,YI'~ T1NG PUMP STATION ~ STORM LINE 111 lfeat 1[aia Street -WL WAFER tINE Durham, North Carolina 27701
~ ® WATER LINE VALVE 919 882 0388
FAX [phone] ~ -+II-- ~ WATERLINE TEE 4~4/IIBI//!/®/®
WATERLINE BEND e,®,`' ~ ~ Q R® e®®I~
NA FIRE HYDRANT ~l~
Q$ NA SIGN ~~'Q~ ~ ~i~• e
NA POWER POLE 4 C[ ft j E ~ J L M ` • r+ • t
NA GUY WIRE ~ I s 9 ryrye~}} + y e l~6LL
o ~ ~ / CHECK DAM WITH ~ '.,~,S' °+.€N E~°®
o ~ i SEDIMENT PIT \ ° O +•~~b~° ~ ~ EX(ST1NG 4' FORCE MAJN Q V ~~A pGP 4~`
I ~ , o ~ N ~ ~ ~ y ~ a S H. tl ,4 NA DRAINAGE SWALE rr^^ ~ 11+4' / v1 11/{{i
~ / ~
~ V ~ \J NA 'C X X X. EXCELSIOR LINING W Z Z ~ TOP PIPE 533.57 J
4 1 iE~i , ~ ~ ~ NA INLET PROTECTION INV 529.22 Z ~ J~ ~
~P W 2 i ~ o
2 3 TOP PII'I 543.72 / / 1 NA SIL T FENCE Q
Z Q TOP 545.7 INV 541.96 ~ ~ ~ i ii ~ ~ TOP CULVERT 540.49
h q INV 543.5 INV 532.74
Q W ~ ~ ~ ~ lM-----1F4---~M-- I ~ ~
~ M -WL---~YL---~MYI.
~ U r .
US 501 -SOUTHBOUND 1ND ~
ro °o~
24" RC TOP 547.3 ~ 30" RC IUP 548.06
.._.m.. - ~ INV 541.2 INV. 537.99 '
0 - ~ CY 0 r
~ ~
US 501 -NORTHBOUND r r
li---P H---flH----PFh---Phi---~ It--PN~-fl 'I~ ---~I+---~ H---PFF---f' N---PH---p,'~,Pli---PH----PH---~Ft~''rr-r^H---PH----PFF--PH -~H----P I~-~PhF---P
H-~ 1'tf--PI+-~I+-~N--i'FF--~~P--~H----PH---P H-~-fll~~'N----P N-~--P
_ o o ~ ~ o o ~ - ~ o - p O ~ p O O 0 0 0 , PROPOSED 8" + ~
Z TOP 546.1 + o 0
N ~ ~ ~ iNV 543, 4 N ~ ~ N N ~ ' ~ TOP PIPE 539.62 N N TOP CULVERT 539.17 ~ o ~ ~ ' N ~ ~ JERT 539.17 N ~ ~ m ~ FORCE MAIN ~ Project
EXISTING SWALE INLET PROTECTION PROPOSED 8" FORCE MAlN INV 536.5 SILT FENCE IN 53 5 ~ ~ ~ ~ TOP PIPE 532.41
CNECK DAM WlTN „ EXISTING 4" INV 527.70 NOTE.• LOCH 110N OF EXISTING 4 FORCE FORCE MAIN
SEDIMENT Pl T MAIN FROM AS BU(L T DRAWINGS.
CoN7KACTOR TO F1EL0 VER1Fr EXACT
DEPTI ~ AND LOCATION PRIOR TO ~ ~
NOTE: CONTRACTOR TO CON ~nr,T OWNER coN~ rRUCT1NG FORCE MAIN IN THIS NOTE.• SHOULD GUARD RAILS ALONG US .,01 NEED ~
OF FIBER OPTICS CAt r~ E PRIOR TO AREA. MATERIAL OF 4" FORCE MAIN TO BE REMOVED FOR INSTALLATION OF FORCE Z !S UNKNOWN MAIN, WORK MUST BE COOROJNA TE D WITH V lt,!
BEGINNING ANY WORK ~N THE t/ICINITY OF THE CABLE TO EN~IlILE THE OWNER N.C.D.O.T. MAINTENANCE ENGINEER 1N PERSON ~ Z Z
TO MON1 TOR CONSTRUr ' 110N COUNTY PRIOR TO CONSTRUCTION. ~,I ~
ANY REMOVAL OF GUARD RAILS M; SST COMPLY ~ ~
. T GUIDELINES. ~ W/ TH N. C. D. 0 ~ ~ Z ~O
~ U
O -
U Q ~Z
Y W Z
135+DO ~ ~ J ~0
MAiN STA. 120+00 TO FORCE _ Q W
SCALE: 1 =50 lyj ~
p, L~ O
- ~ ~
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- -
- _
570 ~ ~ ~ - - 570
I ~ - , -
~ _ dob Number
~
- - i ~ _ _ - -
- 565 Drawn _ JRC, SPB
565 Z Checked TRK _ I - . _ _ 4/13/99 - - - - - a e
_ I _ - _ Revisions - _ -
- - -
- _ ~ k k i ~ _ - - _ _ _ _ -
W I _ ~ - - - 560
560 o ' _
o I _ ---f- _ ~ ~ ~ N
~ _ _ _ _ - ~ -I----- W
k ~ _ _ _ , k II k q ~ - -
, - - - - _ , ~ , 555
555 Q ~ ~ - - ~ _ _
a
~
J ' - - - ~ - ~
V _ _ _ _ - - - _ 550
EDGE F PA I/EMENT ELEVATIONS 550
I _ - - ~ - - -
~ _
- _ -
_ -1-- - - -
545 rz MrN. sE RATlON PR POSED 8' FARCE MAIN ~ 545
I 8„ PVC PIPE 2
- - _ ---t---- -
I PROPO ED 8" FORC MAIN _ _ - - _ _ -
- Sheet Title
540 540
_ - P - - _ C 99-12
t - -
I - - - - - 8 FORCE MAIN _ - _ - - - ~ _
- ~ _ ~ U.S. 501
_r 535 , ~ - _ 535
_-1- - - - _ - - _ _ - - - Q
- - - - _ _ _ STATION 120+00 ~ - - W
- - - - - _ , TO
_ - I _ _ ~ ~ - ~ ~ STATION 135+00
- 530
530
i t
i - -
Sheet Number i
I I i
71 525 12
525 123+00 124+00 125+00 126+00 127+00 128+00 1 133+00 134+00 135+00 129+00 130+00 131+00 132+00
120+00 121+00 122+00 Of 17
VERTICAL SCALE 1" = 5.0'
N STA. 920+00 TO 935+00 FORCE MAI HORIZONTAL SCALE 1 = 50.0 ~O
- _ - _ - - - - - -

_ - _ - _ - - -
8" PVC PROPOSED MANH~~CE
FORCE MAIN
~ ~
EXIST. 4" ~ ~ ~ ~
FORCE MAIN ~ P •A• ~ PLANNING
; ENGINEERING
TIE EXISTING FORCE 1 T ST , LANDSCAPE ARCHITECTURE ~ MAIN INTO PROPOSED 9 oe ~ ~
NOTE• CONTRACTOR TO CONTACT OWNER NOTE SHOULD GUARD RAILS AC r~ MANHOLE USING EXISTING SNF~ ~o ` s '
NG US 501 NEED OF FIBER OPTICS CABLE PR10R TO TO BE REMOVED FOR INS IA FC'F~~io ~c ~ ~ 111 lfeet l[sin street 4" FORCE MAIN PIPE ss ~ F~~.~, EXISTNG MANHOLE Durham, North Carolina 27'701
BEGINNING ANY ELATION OF FORCE WORK IN THE VICIN/TY MAIN, WORK MUST BE CU~~RDINATED WITH AS NESESSARY ~'~'J' ' ,Q 9~ti , 919 882 0988
OF THE CABLE TO ENABLE THE OWNER N.C.D, 0. T. MAINTENANCE t N ~ Fps / FAX [phone] FO ~ ` 8 INSIDE
TO MONITOR CON T GINEER IN PERSON S RUCTION COUNTY PRIOR TO CONSI1zUCTION. \ DROP TO INVERT ~eusr9'orr® ,
ANY REMOVAL OF GUARD l?AILS MUST COMPLY ~ A ~ , A ~ REMOVE EXISTING INDISE DROP ~ ~~f
WITH N. C. D, 0. T. GUIDELINE ~ ~ ' ' AND INSTALL NEW 8" INS{ •°°~O~'.••~`E~~~ °v s DROP, PLUG OPENING IN A?,ti4
/ ~ 1 f b ~ EXISTING MANHOLE LEFT BY =i~1~`"` a EXIST. VALVE i ~ ~ E R L ° e
1 US 501 - S ~~l ~ 0(J THBC ND TO BE REMOVED ~ i, ' r REMOVAL OF 4 FORCE MAIN. s
~ ~ I CORE ORlLL FOR N W ~ ~ Il~~ ~ a CONSTRUCT NEW INVERT AS NECESSARY--~`{~ ~ ~ E 8 ¢-x.3,99.°
~ j,, GRAVITY LINE INTO MANHOLE, e ' a ;
/ ~ ~ - EXISTING 8 SAN. SEWER ~ ~ GA
G ~ ~ f ~ ` ~~~f1i611t?n~p
~2 ~ ~ i
B US 501 - NOR THBOUNI ~ ~ /-PROPOSED 8 GRAVITY SEWER
o f PROPOSED MANHOLE
p ~ p ~+--P?+--~~---P ~ ROPO D p a ,
~ ~ ~ FORCE MA1N o p 1~ ~ ~P
~ ~ ~ t~ B p O O O Gti ~ E• f~R EXISTING MANHOLE 8" INSIDE DROP LOCATE
~ EXisTiNC ~ ~ o sl + N ~ ~ 2 ~ Q ~ Q ~ L T FENCE z~ 0 l 2~ , LEGEND 18• AS CLOSE TO MH. WALL
4" FORCE MAIN ~ ~ ~ ~ ~ EXISTING ~ 2 c', EXISTING PROPOSED AS POSSIBLE ~ 36 y RCP ,
Z MPACTED SOIL NOT • 4 FORCE MAIN R W E. LOCATION OF EXIT ~ ~ S ~ NA WA LK
~ ~ SING 4 FORCE MAIN R~ FROM AS BUILT DRAWINGS, CO AT PROPOSED 8" ~ ® Na
~ Q - - - _ - NTRA~~Ir)R F~ Z ~ _ ~ - - ~ _ TO FIELD VERIFY EXACT ~ CUR ~ B INLET , D.l. SAN. SEWER ~ ~ NA YARD INLET
~ ~ - - - - L DEPTH AND ~ - I, ~ _ _ - OCATION PRIOR TO CONSTRU z 8" D.l. y ? NA MANHOLE JUNCTION BOX TEE
Q ~ 1 - - ' FORCE MAIN IN ING SfE FORCE MAIN a W - THIS AREA. MATERJAI ~ I ~ I - - - - ~ CO r
i - - - OF 4 FORCE MAIN IS UNK NNECTION DETAIL ~ - NOWN. c ~ , ~ SANITARY SEWER MANHOLE C
~ ~ ~ z = `ni 2 NA ~ SANITARY SEWER FORCE MAIN EX 8 SAN. SEWER I' y - - - . _ STORM LINE -
- ~ ~ O - E B' z 90' BASE ELBOW, o EXISTIN~~ AIR ~ ' z -wL- wprER LINE _ _ v , . , ~ ANCHOR TO MH. BASE
- ~ a~ w ~ _ Sit T FENCE o RELEASE VALVE - ~ o pQ ® WATER LIN£ VALVf WITH EXP. TYPE FASTENERS
x - US 501 X /N MANHOLE t-- WATERLINE T ~ EE
' - , i _ ~ ~ r ~-~~r WATERLINE BEND SECTION A-A
- ~ ~ r-' - r stcrE NA FIRE HYDRANT
BACKFILL WITH CLEAN SAND - ~ ~ ~ ' ~ ~ - ExrsTiNG - - - - = MAN EXISTING Q NA SIGN Pro'ect i MANHOLE NA POWER P LE
AS DIRECTED BY ENGINEER r - - ~ 'I;, HOLE ° I ~ I GUARD RAIL = _ = 1~ c.~ o FORC E MAIN CO NNECTION DET AIL
I,~ - IN THE FIEL T D 0 _ BE PAI D i- - P Np GUY WIRE ~
- i ICI - ~ A T T - - G UNI PRI CE NAM ED !N ~ ITEMS - , _ _ PROPOSED 8 ~ F SCALE 1 4 = - NA 1 0 CHECK DAM WITH
FORCE MAIN 5 ~ R i G G ~~l ~ ~ 0 SEDIMENT PIT
PROPOSED 8 EXISTING 4 EXISTING 4 ~ P FORCE MAIN ~5/~~ ~ ~P ~ NA DRAINAGE SWALE
FORCE MAIN FORCE MAIN ~ R 5 5P G f--
0 ~Q ~J P NA ~(~(~(V' EXCELSIOR LINING V
SECTION B-B FORCE MAIN TRENCH DETAIL TYP ICAL CROS S SECTION NA INLET PROTECTION ~ Z Z
l,t,J NA SIL F FENCE
FROM STATION 128+75 T 0 END FR OM STATION + 128 75 T 0 END 1f 1 11 !f f
SCALE 1 = 1 -0 = SCALE
1 1 0 V
U Q
FORCE MAINS c TA. 135+0 0 TO 143+93.00 & GRAVITY Z
SEWER LINE STA. 143+~ Q. 143+93, 00 TO 144+ 18.00 o
SCALE: 1 = 50 oW
W~
~Wo
- - - _ - _ -
- W _ cn
- - - - -
580 - _ - - - - _ 580
_ _ ~ i
-r - ' - - - - i -
- _ ~ ~ - - - - ----rt-- - - ' ! Job Number
- - - _ - - - - - _ - ~ ~ '
575 N - - I - - - _ _ - - -t-- -
i - ~ - 575 Drawn JRC> SPB
_ ~ ' Checked TRK - - __r-- _ - - j - - - - _ _ _ _ 4 13 99 Date -~1-_
- - - ~ - - - Revisions -
- - - - - - - i _ - _ - - -
570 z ~ G
o ° 570 .
~ I - - - _ - _ - - _ c - - - _ - o - - - -
_ - - _ - - -
- - d - _ _ -
- 565 ~ - Q
0 565 - -
- _ - - a _ - ~ - Q - -
- J V - - ' ~ _ -r_ - ~
~ - - - ~ - - - T
- - - - Q 560 - ~ z Q Q - _ - - - - - _
~ e Q ~ - 560
- - - - - . - i - - - - _ -
~ ~ EDGE OF AVEMENT ELEVATIONS ~
- ~ ~ U ' -y - _ - - - - - ~ ~ - - - - -
v. 555 - W - - - -
_ - - - 555
' - o :o ~

- ~ N - ~ - - - - ~ N ~ EXISTING 4' FORCE MAIN'. - ` " -
_ - ___r__ 'INV. IN 552 DO TO BE ROVED AND PLUGGED) - -
550 ' Sheet Title
8" P C PIPE I - - _ - - 550 s rlvsiDE D P PC 99-1 ~
- p ~ -~5 ,5-L--F - - - - o . , -
- ~ _ _ . o ~ EXI riNC a" sA TARY sE - - - I - - 8 FORCE MAIN Nil WER
T - _ ' - & 8 GRAVITY
' 545 - _ - - -
~ 545 SEWER i
~ ~ ~ _ - - _ - _ ~ _ - U.S. 501
- - - - - ~ ~ ro - ~~ro ~ - -
~n ~ > > - - - - - - _ - STATION 135+00
540 - _ - ~ , , , v - TO ~n
_ ~ ~~n
~ ~ `'T" ~'1'A'1'lUN 144+ 18 00
n(y~ nM
co ()c
Sheet Number
535 - -
135+00 136+00 737+00 138+00 739+00 140+00 147+00 142+00 143+00 744+00 535 13 1 44+00 145+00 146+00 147+00 148+00 150+00
vExTicaL SCALE 1" = 5.0' FORCE MAIN STA. 135+00 TO 143+93.00 & GRAVITY SEWER LINE STA 143+9 151+00
HORIZONTAL SCALE 1" = 50.0' 143+93.00 TO 144+18.00 Of 17

A
Fy 2 4 SPLAY BARS z
s ~ EA H SIDE OF CASTING " 0 1" CU. W. L.
' ZONE -y ~ ' 1 INCH THUNDERLINE LINK-SEAL
100 Y L000 ~ ti F BACKFLOiV EXTERIOR AND INTERIOR Cc~NCRETE PAD PREVENTER (EA. SIDE OF BOX FOR W. L.
90" SEE SPEC' S 2 1 2" P. V. C WALL SLEEVE P.A.
/
Fy ~ I HEATER (EA. SIDE OF BOX FOR W. L. ) 1TER PING
~ ~ C VERT ENGINEERING
D,L I F ~ CONT OL PANEL _ LANDSCAPE ARCHITECTURE 1" GATE
~ O~ ® ~ VALVE - ~ i i 1 1?eet lain Street
s ~ SERVICE A ~ A Durham, North Carolina 27701
Fy ~ SOLEN ID VALVES CONDUIT ~ ei9 sez oa~a o SLOPE FAX [phone]
~ I GT,~, Q 4 LUG VALVE ~ EXHAUST ~ FL00~
F s~ ~ 8" D. I , - ~ VULCAN U-6791 ~ TO 4 BLOWER N ~ AND COVER P. V. C ,~,~~,~,k„r
'p ,p J I, ilk c o F _ ~i~--- IORCE MAIN _ - ~ i FRAME DRAIN oo~® a~., ~ W/ LIFT HANDLES ..TRAINE ®°e°e CgRO~ ss,~
~ o ~G ~ ; ~ CAST-I N-PLACE W TOP 0~,•° ~ ~ / pEESS`IpA'••~G':
" u' 4 P. V. C. DRAIN oo ;'Q~' 9 4 WAFER Q ~
~ Z ~ 6X8 REDUCER PLAN VIEW TOP TO CATCH BAs I N S S E g l CHECK VALVE
s1c r FENGE ~ ~ SLOPE 1 /4" /FT. MIN. ~ 1" CU. W. L. c ~ WATER METER~~ • I1622 `
T ~ ourcE CHANNEL FRAME ; AND BOX TO BE % 4 l3 4' lc, PUMP YOKE .e.'~ `°•fk ~•a
J FURNISHED BY CITY OF ,~®p~, •,GINf,E, ROXBORO, INSTALLED ~,~`~,qS P~P9°°`
BY CONTRACTOR B®a,, R• K ~e+' ~aauuotN
.CLASS RIP RAP - 1 GATE, „ _ Y
r- iie.~,r,r~_ .STLT~ICE'.- J o 0 - ~ ,~=4, W=5' O LIFT EYE ~ o PLAN VIEW (TOP REMOVED)
1" YARD HYDRANT (T~) ~ TOP ELEV. 533. 25 ~
sEE DETAIL 4° D. I . V NT PIPE ~ O i - - i 2 i 6" CLASS "A" CONC.
4' -0" SQUARE
~ 4 1" DI HOLES FOR iti' WETWELL ~ ~ -WETWELL MANWAY WITH 1" BACKFLOW HASP FOR PADLOCK 8 BRICK PREVENTER
1 ' ~ WL' - r . NCH RING BOLTS ~0' I HASP FO v~ A ~ sy ~ w MASONRY W SEE SPEC'S METAL TIE BRICK
X I ~ ~ o 12 HOR I Z, MASONR 2 -6
I 531, 0 Cr~~ ti Pl1MP S TION EL 532.25 I I 52 AND 12" VERT. SLOPE SUPPOR FILL WALL FLOOR
I 8 ETAIL ~ 15' -0>' SEE I I , CAVITY 1 TO UNDER
~ I i~ .2 ~ ~ S A SOLID W/ DRAIN B. F. P. MORTAR
OB SF -D I ~ . I ~ INV 0 - 7.50 6" CLASS "A" CONC. FOUNDATION PAD
I ^ ~ STATION PLAN U PUMP LAN U I EW eeeeeeee a eeeeeeneeeeeeneen s" 7 -3 4" WASHED TONE ,eeeeeeen eeeeeeeeeeeeeeeeae #5 / S
~i l -Of ~ ~ i - 1 " CU STUBOUT
7 W GA TE VALVE i ~ i / PRESSURE GAUGE
h ~ ~ » I ~ / i i SECTION A-A
HORIZ. BEND j X 531.0 ~ 1,' FUTURE . '
~ ~ I s' GATE ; 8" cArE ~Sq ; ~ oDOR ; ~ SOLENOID VALVES 4" D. 1. VENT PIPE BACKFLOW PREVENTER BOX
~ ~ ~~T ~ ' ONiROL ~ ' CHAIN UNK FENCE, OVAL VE VAL VET ~qp i , ~ C , ~ WIRE MESH BETWEEN FLANGES N•T•S•
~ ~ Y ~ ' FACILITY ~ ' 1' INSIDE PROPERTY „ - 0 I , I , I 8 MJ MJ ~ , LINE, SEE DETAIL I ~
FLAN WYE; I ~ ! ; CONTROL AN , I ~ ~ Project
~ X ( MH 7 ' ~ RICE aS T OF ~
2 1 2 ° - " DJ. UMP S TlON ~ / I 3.p J SEE PC/99 1 VACUUM PUMP HASP FOR PADLOCK NOTE: WOOD STRUCTURE TO BE NAILED
HOR1Z. BEND I 53 I o I ~0~ ~ TOP OF CONCRETE ELEV. 532.25 MErat DRIP sTR1P, ALt siDES USING 16d GALVANIZED NAILS
~ PRICE AS FORC X~ i ` 3" DJ. VEN r MAIN PIPING I 3/8" PLYWOOD
J 0 0 ~ ~ 1 ~ F BACK FLOW T ~ r..-,-ra ~ i_ , " NOTCHED POS 20 LB FELT I•--
SEE PC 99-1 - _ - X b.' N~ PREVENTER / ~ ~ ~ _ 2 X 6 JOISTS ~ 16 O.C. SHINGLES Z a o - i _ _ 1 12 C•) 'uJ
CLEARING LIM1T TO FENCE (TYP) I ? ? 33.0 I FOR CONTlNUA7lON _ _ ENG-GEN & EL TRICAL PADS B?5 ® Q p AND VAULT ~n~°c MITRED CORNERS
V I ~ ~ } EN. CONTRAC ~ I (SEE DETAIL) ~ ~ ~ - - _ - -;~~;o d,,o,` `vim ~ ~ c u ~ ~ ~ Z Z ANCHOR BOLTS ~ W ~
v X ~ 3" D.1. VENT 12 - - I EL=534,0 ENG-GEN I 0 ~ 6X6 WWF 7~
( ~ I I 0 I 20 GA TE I ~ _ 4 ANHOLE STEPS 2 X 12 BEAM, ~ ~ M , 1-2 X l2 BEAM ~ 15 0. C. , STAGGERED ALONG FRONT AND BACK N ACh SIDE. ~
I X SEE PC/99 6 57 STONE 0 T1NUA 110N 0 E ;i Z 4 ~
5 ~ I ? a h FOR CON o ~ V
ARlNG LlM1 T TYP PL TD CLE ( ) ~ ~ p,1~ KN O C OUT FOR 8 X 8 CORNER POSTS I 0
t R I ~ ~ I J R NTR L PIPING ~ V Q FUTURE ODO CO 0 ~ Z
WOOD COVER, ~ ` I 3 TED LIGHTS 8Y G.C. I I L POLE MOON ~W > Z
SEE DETAIL DROP INLET, I I ~ SEE SPECIFICA110N PRECAST 7 DIA WET WELL ~ J 0 ow
RIM=533.75. ~ I U }1 1 4' -8" D.I, - 1" z / ONCRETE SLAB 3 ~
!NV OUT-530.0 ~ ~ I 2 TO I ~ HORIZ. BEND FORCE MA I N 99-17~, REDUCER SEE DETAIL PC/ i ~ ELEV. lLa ~
- ~ ~1 ~ - , _
{ ~ I I '1 WATER METER, YOKE & 524.33 ~ - cn - - - - - - - - - i W - III- ~ : i i-~ ~ I I ~ -
I I i {BOX BE FURNISHED 8Y CLASS B R1P-RAP. 12 THICK ~ I I CITY OF ROXBORO, I III i~-ii _ - - - I-_ _i v~
' I I TRACTOR 10 D I A. INFLUENT I I INSTALLED BY CON 5 - - - ~ -ICI-II(- - -~~I - - - - I. 523.2 I ( I I - - - - ~I~ I v. - II' MP ON ELE - PU - ~ LAG - - - - - - ~ i ~ v - L_ - ~ - - - - ' . ~ ~ ~ III=1 I ~-I (~-III-1 I ~ (I I_ ~ _ ~ ~ ~ , - . • -
INVERT ELEV. a I I 15 I - - - - - - - H I UH WATER LEVEL 523.00 ~ ~ ~-III-I 11=~ I-~ I I-I --,7 -III-I I-III ~ i -I I
3d _ I I 523.25 ALARM ELEU.
PL TO CLEARING PL TO CLEARING IiMIT., I I LIM1T TNlS SIDE 12,_3„ '-5"
THIS SIDE OF DRIVEWAY , ~ I I OF RNEWAY 12' D EAD PUMP ON ELEV. 521.25 cLASS 'C' CONCRETE 6" 57 STONE L 6 #57 STONE ~ MIN. 8 AROUND POSTS
EXCELSIOR ~ I GRAVEL I ° Job Number
MATTING ~ I DRIVE I ATION LEFT SIDE ELEVATION RONT ELEU F a
I I NOTE: ALL WOOD TO BF am JRC, sPB Dr
I I C. Y. BALLAST I I 3 PRESSURE TREATED. Checked 'l'am
"C" CONCRETE CLASS FF ELEV. 518.25 Date 4/13/99 _ PUMPS 0
AROUND WET-WELL Revisions
5" LOW WATER LEVEL 518.00 A ARM ELEV. -
L
SCALE 1 "=10' ~ - 4 .CLASS " B" CONC. FILLET
516.25 - a , SLAB ELEV. 515.83 " SCALE: 1/4 -1 0 ~ -
- a a ~ ;
- _ ' o
8 7 7
6.5" _ _ _ _ - - , - - - o~
: - ;ooh - _ ~~'`~SECTION A- - - -'o~ '~`~`-~6 #57 STONE
ION A-A
-
_ - - - - - _ _ _ _ _ - - 555
555 _ _ _ _ - - _ _ SCALE: 3/8"=1'- - - _ 3 8"=1' -O" -
- - , _ 8" DJ. BLIND FLANGE
- iS oNNEeT ~aSS MBL r I ~ - ~ _ _ - ~ Qi}!CK D _ -550 550 co ft
- EMERGEN -Y PUMP (FU lS+IED _ t _ FROM I X WWF i 66
PUMP BY OTEfER SEE:DETAIL TN/S SHEET 1 - i _ _ - _ _ (PUMP _ 545 STATIN PUMP STATION PAD Aso - -
5451 - p _~i... _ - - _ _ _ \ STATION 1/2 EXPANSION JOINT ~NT ,e , _ _ - - ~ SYSTEM CURVE =I T-?T1`
sn 'fig"- EDtJCER- _ V ~ I PAD) ----Q~+~- - - _ I _ _ 4 _ : : _ s•. 9 8" DJ. FLANGED 45' VERTIC~ d - - - - T a 45' VERTICAL ~ ~ " ^ -
~ - ' .r 4 - _ 1 - N _ _ _ ~ 3-- ; 540 _ ~ 5,,..BC1ND _FL1fiN 540~ r~`ti4' t ~ !~"~r
• - - _ _ _ ^ R - a _ _ 4'X6' CONC. PAD, ~-Q- 'C. PAD, 6 #57 STONE 1/2 EXP. JT ~
I ~ t3Rf3POSE GRADE t ~ XI~TING : _ _ 6' TH., 6X6 WWF , u ~ sn- - _ i - - ~ _ ADE QD STA. O+ 3 535 - ~6 WWF VALVE BOX K- i 20 - - -
535! _ _ _ - - 6"X8" D.I. MJ K ; _ . _ - _ _ _ , ~ 8" D.I. FLANGED 45' SEE DETAIL PC 99-8 OPERATING POINT sheet Title o / FLANGED 45' VERTICAL BEND I o i
i - _ _ , + _ REDUCER ~l~ _ 12" ~ ro Q ioo PC 99-14
_ _ _ - _ i 530 , ; w ~
5301: _ - REQYJ ~ A~ -0+12 _ _ _ cP•. 8" FLANGED G~ _ 45.-. 8".. - (}I~lZ: BEND _ _ ; O W/ VALVE BOh ' FLANGED GATE VALVE I ~ IMPELLER DIA. TO / VALVE BOX i ~ BE ESTABLISHED
- - _ - KEW :.S'TA; -Ot12 - - _ r - v so ~ . - - PUMP STATION
8"-G -Tf VALVE - - _525 5251 - 8"X8" DJ. FL " .l. FLANGED WYE ~ 8 X8 D PIS OPERATING NUT Q
i - - _ _ _ _ _ FOR -C TINUATION `S\ _ _ _ - - - - - _ 8 FORGE MAtN, M z I GE ~
~ _ o•. - - - - _ - _ ~ r ~c/9~-4 520 A L Q.t.._-TO.SIA-1tBQt. - ~ - fOR 1- so - - - - - - Q ~ 350 gpm 1 C"
520'.. - -
- --CL. ELfh_.. _ _ RE4' -STA: -O+OS _ _ _ _ - - - -.524 33°: -2Z 1 2 8u NORZ. F7JD:: i _ m ~ 8 D.(. FLANGED 8" FLANGED GATE VALVE Q 40
- - _ 515 - _ _ _ _ - _ _ 8 D, 1. 515 - _ - - _ _ _ - D,l. 45' VERTICAL BEND ~ - - - - ~ 9 X D.l. FLANGED WYE
- REa D- sTa. -o+ r 1 _ - - ~ _ _ _ O 8 8 ~ 6" ~
- ~r~~ - ` - ; 8" D.l. FLANGED 45° HORIZONTAL BEND ~ I 1'-10" I _ 1'-6"_ I , o"--n axrn nn n ~ nn T ~7' f/ I ~ _ nn I
510 -'I 0 U.1. LL l/L lvlu w - r \ D. i
510• _ -9 f 0+10 0+20 0+30 0+40 0+50 0+60 0+70 8 FLANGED GATE ))Y 9 HORIZ. BEND Sheet Number "Alc )-I
-0+30 0+20 0+10 0+00 VALVE W/ VALVE BOX B" D.I. FLANGED TO FORCE
45' VERTICAL BEND MAIN 200 400 600 800 1 000 200 1 400 1600
SECTION A -A 9Pm 14
PROFILE PLAN DISCONNECT DETAIL PUMP CURVE ~ SYSTEM CURVE Of 17
SCALE HORIZ. I"=10' QUICK DISC
VERT. 1"=10' SCALI SCALE: 1/2"=l'-O"
-

_ _

480 VOLTS, 3 PHASE, 3 WIRE W/ GROUND
6" X 6" WIRE WAY GALVANIZED STEEL ANIZED STEEL P A
2" ~nl VANIZED STEEL
l~ UNISIhUT FRAME PLANNING ENGINEERING
LANDSCAPE ARCHITECTURE 100A ~
# ~ „ ~J 3/4 c t20 ~w METER
'`i ( ~ ~ Z ~ OI i ~ ! 240 ~a o BASE ili Meet )fain Street r Durham, North Carolina 27701
r I a~- ~ ~ AUTOMATIC + I XFMK a ~ ~ - W TRANSFER 1UTOMATIC J ~ 919 882 0984
~ I ~-w Z~Y i l l 0 I & Y ~ a SWITCH TRANSFER F ~ w 150A L_ _ J FAX [phone] SWITCH ~ ~ Q 150A
" I ~w i O I PANEL d_~ ~ JAW
I ~~m m I I O I (LP) v'1Um a v
j ( a I
II I
i - -
I I ~ jI 1 2
1 I wP I _ 3 4
j I I ~ T GROUND RING ROUND RING 5 6
GROUND RING i I ~ j ~ a ~ ~ 4 ~ 7 8
I a ~ ~ j 3-2/0, 1-~4G, 2 C i ~ n 7 <i c a -
i I ~ I I I 1 ~ _ 120 240 VOLT PUMP STAND BY 150 AMP CP&L /
I 8-f~14, .~/4"C TO AUTO DIALER ' DISTRIBUTION STATION GENERATOR AUTOMATIC . ti,. 7 1/2 KVA 75 KW TRANSFER
~I j 1-1 C ~ t U TUBE) i - ' ~ - I ! ' - ; ~ ~ ~ ~ i--- ~ - - i - SWITCH
! ; j i --i ~ ----i~i i - -i i ~i i I'--! i---- i i--_ i ~ '-__i i i i i i i - - i ~ -
wooD covER,
SEE DETAIL ~ V _
n plllWppp - p®g®®g
I 1 rv H ~~Rp ®,e
ELECTR{CAL I + 1 ( I DISTRIBUTION C NTER ~ ~ - NOT TO SCALE ® !
ENG- ~~'fN I i 1 I of
p 1 SCALE 1 2"=1'-0" _ ~ - 0" SEAL _
a , I 1 re
~H
\ \ ~ s'y GINE ~ ®o~ qg F raw,
~ ~ ppp/1t11111111~~
ENG-GEN & EL CTRICAL PAD II ~ LP-5 LP-N BY GEN. CONTRACTOR LP-N
II 3~ HW
SEE DETAIL A I I 2-#10, 1-#12G, HlGN WATER LE4~EL HW „ HW ~ ~
II 3/4 C (TO AUTi NW (TO AUTO DIALER)
II Project
II Lw LOW WATER LEVEL LW ~ I- N GND
II LW II LW (TO AUTi (TO AUTD DIALER)
~ II PF LJ L2
II PUMP FAILURE PF 1-4 C PF
II ro cP&L ' PF (TO AUT (TO AUTO DIALER)
II TRANSFORMER ~ W _
I PUMP ~2 FAILURE I I ~ 100W, 100W FLASHING STATION FLODD LIGHTS J -Q a- ENGINE BLOCK HEATER ~ ~
WEATF WEATHERPROOF
I) AS HW W/ Ml II R (FlXTU W METAL GUARD ^ , ~ (FIXTURE 4)
II 1-2 C I"~ BA TTER r CHARGER ~ ~ ELEC. DJST. CANOPY LIGHTS 3 -O - Z~O
T TLEPHONE II O E Lw ~ V
I COMPANY
it y T O- 6 RECEPTACLES ~ Q ,N ALARM S S EM 5 (n Z
UlBRATlNG HORN ~ I I I PF Z~W
II
II ruRE O ~ SPARE 7 a-- 8 ODOR CONTROL (FU ) ~ Z
~ II ALARM W ~
i II SILENCE (WP) W ~ ~ ~
Ii ~ 1 AS ALARM SILENCE ALARM AS SILENCE
~ I II ~.I.1
I I II As
' r ~ II
II
ALARM PANEL ti NOT TO SCALE
(MOUNT 1N ALARM PANEL ENCLOSURE) JRE)
dob Number
~
EXISTING POLE
Drawn SPB _
~ Checked T~ - 4 13 99 Date ~
J "C (FUTURE) Revisions _
MouN r -
ON ROOF -
~ - - - - - - - P
4 - PROJECTION OF O ~ERHEAD ROOF _
WP ~ WP
4-~{l2, 3/4 C TO ALARM PA PANEL S 0 ALARM ~ u,P
3/4"C TO LP-5 /
2-J2,J-12G,?-J2G,34C
LP-3 2-#J2, 1-#12G, J-#12G, 3/4"C -
SCALE 1 "=10'
- 3 4 ' - Q
~ -
2
2-#12, 1-#12G, 3/4 "C ~J2G, 3/4 "C W ENGINE GENERATOR
~ (BY GEN. CONTRACTOR)
~ I
Q
SYMBOL DESCRlP TION
LI GH ~ FIX SURE 3-2/0, J-#4G, 2 1/2"C sheet Titte
DUPLEX DU TLET WP- WEA THER PROOF PC 99-15
S SWITCH ELECTRICAL
__l-_ GROUND - ` - -
- PLAN
CONDUI ~ RUN
crnr s ~
~,7lit1LL' 1
Sheet Number
15
Of 17
.
- -

STEEL FENCE POST CHANNEL CALCULATIONS
WIRE FENC LOCATION (STA.) ISTURBED AREA AREA l' I . (10) (10) LOP N B (ft) Y (ft) M (ft) V (10) T (II w.) T TEMPORARY L TEMPORARY LINING PERMANENT TYPE. DEL
HARDWARE CLOT STA.} {acres} (:omp.) (in/hr) cfs) ft/ft (fps) (IbPsfg (Ib/sf) .f) LINING CHAt
40+50 TO 41+00 40+50 TO 41+00 3.0 30 6.5 5.85 0.020 0.035 1.25 0.54 5.00:1 2.77 1.45 0.67 EXCELSIOR ~ - EXCELSIOR MATTING GRASS '_OIDAL
FILTER 50+50 TO 55+50 54+00 TO 55+20 2.3 28 6.5 4.19 0.016 0.035 1.25 0.49 5.00:1 2.34 1.45 0.49 EXCELSIOR At FABRIC ON 89+40 TO 95+40 89+40 TO 95+40 1.1 33 6.5 2.36 0.009 0.035 1.25 0.43 5.00:1 1.63 1.45 0.24 NONE EXCELSIOR MATTING GRASS s01DAl NONE ~''EZOIDAL
GROUND 100+50 TO 105+40 100+50 TO 105+40 0.9 33 6.5 1.93 0.018 0.035 1.25 0.33 5.00: i 2.00 1.45 0.37 EXCELSIOR M GRASS ~7_OIDAL EXCELSIOR MATTING GRASS TRAP:
FILTER OF 1" DIAMETE 105+40 TO 110+90 105+40 TO 110+90 1.0 l 33 6.5 2.15 0.021 0,035 1.25 0.34 5.00:1 2.18 1.45 0.45 EXCELSIOR ~ EXCELSIOR MATTING GRASS ~?RAc._'O~DAL P.A.
WASHED STONE
PLANNING ENGINEERING
BURY WIRE FENCE AND ' HARDWARE CLOTH
4 4'-0" LANDSCAPE ARCHITECTURE NOTE: ROADWAY SHOULDER TO BE RECONSTRUCTED
AS SHOWN OR TO ORIGINAL OR BETTER CONDfiION. 111 lfest Main Street
APRON (OUTLET RON 0 T WHERE DITCHES ARE TO BE CONSTRUCTED, POSITIVE SLOPE SIDES AS RE 'D North Carolina 27701 ( U LET DISSIPATER) AND COMPLETE DRAINAGE TO BE PR01flDED Q 919 882 0388
AT ALL SECTIONS. 5:1 TO 3:1 TYPICAL FAX [phone]
C/L ROAD
SEE PLAN VIEW 3' TO 5' SHOULDER ,~ati+""'~eey~
PLAN A /
°a~E,l~
o X, o [ a - ° ~EA~ • • i
- e ~ 11622
~1 S P 1 4" P F T % •e !{./3.95 LO E / ER 00
FOR REPAIRS AFTER - " ®`s ~ `'••f ^ e C," MAKING AN OPEN CUT ~,P~~,~,
SILT SILT FENCE END FILTER FABRIC HE E FENCE SLOPE 1" PER FT. ®~,c " '
.,a~':
' MIN - • 12" MIN.
12" DIA.
I 6` BLACK BASE FOR REPARS 15"
FES 2` I-2 FOR REPAIRS
I i } 1 _ _ ~ , ; ~ LEVEL / SLOPE TO EXISTING DITCH OR RECONSTRUCT EXISTING DITCH AS SHOWN EXISTING GROUND
',.f FRONT VIEW
, _ _ _ ~ _ ' ' ~ 12" CLASS "B>' RIP-RAP
. TYPICAL ROAD, SHOULDER, AND DITCH REPAIR AFTER CONSTRUCTION
{ 1 - ~ ~ - 1 - N.T.S.
ToP of sILT FENCE MusT BE ~ ~ ~ ~ ~ FILTER LAYER - 3 4"
~ AT LEAST 1' ABOVE 7HE TOP „ STONE - 12" MlN.
OF WASHED STONE T HICKNESS u
4'-O" BURY WIRE FENCE, FILTER
FABRIC, AND HARWARE CLOTH
STEEL FENCE POST SET MAX. 2' AP IN TRENCH LINE WITH MONSANTO RIP RAP OUTLET PROTECTION lTECTION
BIDIM C34 FILTER N• T• S.
SILT FENCE OUTLET CLOTH OR EQUAL
N.T,S.
Project
INSTALLATION
DEWATERING
1. REMOVE OUTER WRAPPING.
CONCRETE BLOCK _ - ~ 1.5' 2. LOCATE BEGINNING OF ROLL WITH STARTER SHEET. EXCELSIOR BLANKET (TO 8E INSTALLED AS SHOWN
- - - _ ~ A - . MIN. 3. MAKE SURE NETTING APPEARS ON TOP OF THE AND AS DIRECTED BY ENGINEER.
g BLANKET WHEN BEING UNROLLED. PAYMENT To BE AT THE uNiT PRICE ~ NAMED IN THE CONTRAC ~ 4, STAPLE BLANKET SECURELY TO SOIL AS APPLIED. ~ ~
l ® , ® MIN. ~ ® - V
® ® _ INSTRUCTIONS ~ Z
® ® - Z W~
FlLTER X T A ~ THE E CELSIOR BLANKE SHOULD BE INST LLED OVER A PROPERLY STAPLES WILL ~
_ - ~ - FABRIC P PARED FERTILI ED ANDS AR A. WH N TH AN T Q RE Z EEDED E E E BL KE IS APPEAR AS A ~
UNROLLED, THE NETTING SHOULD BE ON TOP AND THE BLANKET IN "5" ON DICE Z ~ Q CONTACT WITH THE SOIL OVER THE ENTIRE AREA. IT IS NOT J
~ A T NECESSARE 0 OVERLAP, DIG CHECK SLOTS, ANCHOR DITCHES, OR BURY Q
THE ENDS OF THE BLANKETS. ~ ~ U Q
~ i ~ Z
THE STAPLES SHOULD BE DRIVEN VERTICALLY INTO THE GROUND. EACH ~1 h,1 Z BLANKET SHALL BE STAPLED AT EACH EDGE AND ALTERNATELY SPACED ~ O ~
2:1 SLOPE, GRAVEL FILTER IN THE CENTER OF EACH BLANKET. USE A COMMON ROW OF STAPLES Q ~
~ ~ AT THE SEAM FORMED BY TWO ADJOINING BLANKETS. USE FOUR STAPLES ~ S'~ Z
T N AT HE BEGI NING AND END OF EACH BLANKET. ~ ~ LL1 ~ ~ ~ WO
FLOW 6" THICK LAYER OF T H TH H CTION ~ ~ ~ ~ IN DICES. E BLANKETS S OULD BE APPLIED IN THE DIRE ~
TEMP. SEDIMENT DEWATERING 3/4" STONE OF WATER FLOW, BUTTED SNUGLY AT ENDS AND SIDES AND STAPLED ~ , LLI
POOL WIRE SCREEN IN PLACE, WHEN USING TWO OR MORE BLANKETS SIDE BY SIDE, DO ~ ~
FI + LTER 24" MAX ~ A A ANKETS ~ NOT PL CE SEAM FORMED BY EDGES OF ADJOINING BL 24" MAX DIRECTLY IN THE CENTER OF THE WATER FLOW.
FABRIC ?7 2 WX2DX6'L AT CENTER AT CENTER MAT WIDTH
OU SEDIMENT PfT 1 MIN. 2 C RSES STAPLES SHOULD BE SPACED NO MORE THAN FOUR FEET APART DOWN
2' MAX. i coNCRETE BLOCK (IF SHOWN-SEE PLAN) _ _ _ _ _ _ _ T STAPLES (srANOaRD) NGTH OF TH ANK T. APPROXIMATELY 90 0 95 THE LE E BL E
- - - - - - - - - - - - I! I - - CLASS A OR ~ ~ ~ li _ _ ~ ,I~ I _ I-i~~i ~ ~ I- REQUIRED FOR EACH BLANKET. USE 4 STAPLES ACROSS AT THE
=1 = I = _ 1'-~~ ~ ~ ~ EROSION CONTROL STONE ~ ~ ~-_'~-I !-I - STAPLES: THE STAPLES SHALL BE MADE OF WIRE, .091" IN DIAMETER START OF EACH ROLL AND CONTINUE Job Number
DROP INLET ! ! i ' ~ _-III- -I i - - _ _ - - - OR GREATER, "U" SHAPED WITH LEGS 6" IN LENGTH AND A 1" CROWN. TO STAPLE THROUGHOUT THE LENGTH
SEDIMENT WITH GRATE _ _ ~ ~ - SIZE AND GAUGE OF STAPLES USED WILL VARY WITH SOIL CONDITIONS. AT 4 FT. INTERVALS dRC,SP6 Dra1R1
THE STAPLES SHALL BE DRIVEN VERTICALLY INTO THE GROUND, SPACED IN AREAS WITH HIGH W Checked TRK _
- ROCK CHECK DAMS APPR X MAT TWO 2 N AL YARDS APART ON EACH SIDE, AND ATER VELOCITY, Date x/13/99 0 I ELY ()LIE ~ STAPLES SHOULD BE ON FOOT CENTERS.
N.T,S. ONE ROW IN THE CENTER ALTERNATELY SPACED BETWEEN EACH SIDE. xeolaions - (60 STAPLES ON EACH BLANKET). USE A COMMON ROW OF STAPLES -
ON ADJOINING BLANKETS. -
INLET PROTECTION
N.T.S. EXCELSIOR EROSION CONTROL BLANKETS DITCH LINERS) -
N. T. S.
EROSION AND SEDIMENTATION CONTROL NOTES
CONSTRUCTION NOTES CONSTRUCTIC FILTER FABRIC CONSTRUCTION SEQUENCE MONSANTO BIDIM - C34 or EQUAL -
' 1. Obtain CERTIFICATE OF PLAN APPROVAL and APPROVAL and a copy of the approved Sedimentation and
1. THE CONTRACTOR WILL ADHERE TO THE EROSION AND SEDIMENT Erosion control Plan. OG WIRE, 12 GAUGE MIN. , 4"x4"
CONTROL DEVICES AS SHOWN ON THE DRAWINGS. 1. ALL KNOWN UNDERGROUND UTILITIES ARE SHOWN ON THE DRAWINGS FOR INFORMATION PURPOSES ONLY. ALL EXISTING UNDERGROUND UTILITIES MAY 2. Notify NCDE;NR, Division of Lond Resources. UPPORT FENCING .ond Resources, Land Quality Section, telephone number 919-571-
2. THE CONTRACTOR WILL INSPECT ALL EROSION CONTROL DEVICES NOT BE SHOWN. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR 4700, of the proposed starting dote of the ing dote of the project. STEEL OR WOODEN, (2x2 OAK)
WEEKLY AND AFTER EVERY STORM. DEVICES WILL BE REPAIRED AS REQUIRED. TO LOCATE AND VERIFY THE DEPTH OF ALL UNDERGROUND UTILITIES PRIOR --POSTS AT TEN FT.
TO CONSTRUCTION, ALL DAMAGED EXISTING UNDERGROUND UTILITIES 3. Schedule and hold a preconstruction confe 3. SEEDING AND RESTABILIZATION OF DISTRUBED AREAS MUST BE ACCOMPLISHED PER THE WILL BE R PAI IM Attendees should include the owner or his ~struction conference before startin an land dlsturbin activi MAXIMUM SPACING 9 Y 9 tY owner or his represenative, the person responsible for supervising
PLANS AND SPECIFICATIONS WITHIN 10 DAYS OF PIPE LAYING ON ANY OR ALL PORTIONS E RED MEDIATELY. rmplementatron of the erosion control plan, ~n control plan, the contractor(s) responsible for the grading and
OF THE PROJECT. 2. CONTRACTOR TO CONTACT OWNER OF FIBER OPTIC CABLE PRIOR TO BEGINNING erosion control work, and erosion control F ~osion control personnel
4. ALL EROSION AND SEDIMENTATION CONTROL DEVICES WILL BE MAINTAINED UNTIL ANY WORK IN THE VICINITY OF THE CABLE TO ENABLE THE OWNER TO MONITOR control measures as shown on the approved Sedimentation and
CONSTRUCTION. 4. Install sediment and erosion control measu PERMANENT GROUND COVER HAS BEEN ESTABLISHED. AFTER THE GROUND COVER Erosion Control Plan.
HAS BEEN STABILIZED, ALL TEMPORARY EROSION CONTROL DEVICES WILL BE REMOVED 3. ALL CONSTRUCTION WILL BE CONTAINED WITHIN THE STATE HIGHWAY
FROM THE PROJECT. RIGHTS-OF-WAY OR UTILITY EASEMENTS SHOWN. NO ENCROACHMENT OUTSIDE 5. Begin land disturbing activity necessary to i necessary to construct the sewer line, force main, and pump Tresses, install permanent eerosion control devices such as rip rap ~ Sheet Title
THESE LIMITS WILL BE ALLOWED. station. As constructron progresses, install 5. ALL DITCH OR CHANNEL BANK PROTECTION WILL START AND STOP AT A STABILIZED POINT. aprons, velocity dissipators and channel ling end channel liners.
6. DURING CONSTRUCTION, EXCELSIOR MATTING WILL BE INSTALLED ALONG ALL DISTURBED 4. ALL WORK PERFORMED ALONG STATE HIGHWAY RIGHTS-OF-WAY WILL BE DONE t function ro rl . Th ~diment control devices so they continue o p pe y e
IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE BOARD OF TRANSPORTATION 6. Inspect and maintain the sediment control ROAD DITCHES AS SHOWN ON THE PIAN~PROFILE DRAWINGS. person responsible for erosion control is rt ~n control is responsible for taking the initiotive in inspecting and
FOUND IN THE PUBLICATION POLICIES AND PROCEDURES FOR ACCOMMODATING maintainin these devices. Measures shout UTILITIES ON HIGHWAY RIGHTS-OF-WAY PROVIDED BY THE N.C.D.O.T. IVISION g Measures should be inspected at least weekly and after and rainfall WASHED STONE IN TRENCH = z
, D of more than 0.5 ruches. Do not wart for OF HIGHWAYS. ALL DISTURBED ROADWAYS, SHOULDERS, AND ROADS WILL BE repairs and/or maintenance. )o not wait for erosion control ersonnel to point out the need for AND 6" UP THE FACE OF SIL ~ ~ W , ? PC 99-16 P - NT x n a FENCE CO INUOUS.
DETAILS
SEEDING AND MULCHING SCHEDULE RECONSTRUCTED ACCORDING TO N.C.D•O.T. STANDARDS. 7• Keep mud and debris off the public street S.CONTRACTOR WILL BE RESPONSIBLE TO RESTORE AND REPLACE ALL the site, use a shovel, broom, or power st le public streets at all times. If mud and debris are tracked from 6" TRENCH
LIME 2 TONS / ACRE SHRUBS, FENCES, LAWN AREAS, PAVEMENTS, DRIVES, SIGNS, MAIL BOXES, CULVERTS, m, or power sweeper to remove it immediately. SHEET 1
10-10-10 FERTILIZER 1000 LBS. /ACRE AND OTHER STRUCTURES ENCOUNTERED TO PRECONSTRUCTION CONDITIONS OR BETTER. 8• Seeding and restabi!ization of disturbed an >f disturbed areas must be accomplished per the plans and ROUND SURFACE
' KENTUCKY 31 FESCUE 200 LBS. /ACRE specifications within 10 days of pipe laying of pipe la in of the project. y g on apy oo ion
" REBEL "FESCUE 50 LBS. /ACRE STRAW MULCH 2 TONS /ACRE 9. When construction is complete and all dist ;te and all disturbed areas have been permanently restabilized,
.11 1........... ..J:.....1 .-.1-_I J...: ._a J-.L--- [f-.--..- ....J -----.1.. JS...-~~ ~--..~...~I-i.J PnCTC r1RiVFN
Famuve un LaniPViuFy acumianL vvnuvi UVVi sediment and debris from the devices and m vvnuvi uovicas. nnmovc wiu Pruycny uisPVac vi uGUUinuwiaa I I ie devices and restabilize and areas disturbed by their removal. The 18 INTO GROUND
owner or engineer must be notified and al: notified and approve the removal of any sediment control devices.
NOTE: Sheet Number
10. Arrange a final inspection with the erosion ALL DISTURBED AREAS WILL BE TACKED BY the approved erosion control plan have bef th the erosion control inspector to confirm that all requirements of plan have been completed.
AN ASPHALT EMULSION APPLIED AT A RATE FABRIC FLAP ON
OF 300 GALLONS/ACRE. SILT FENCE TRENCH BOTTOM
N.T.S. Of 17 16

_ _
~ J~_~n ~ ~ ~ ~ ~
ONE-HALF OF A GRINNEL 3 STRANDS ALUMINIZED Z
o: ~ HEAVY PIPE CLAMP, FIG. 216 BARB WIRE (12 1/2 GAUGE) ; n ~ s -tire 1~'^.U_ '~~;~3~ w w ~~v( i•~~~,' ~ ~ . 3 fA ~.J, Ci 1. ~~ii
HOT DIPPED GALVANIZED. ANCHOR „ w w a CONCRETE COLLAR - CLASS B ~ ; _ v~~w t8"X18"X4° CLASS B RIP RAP ,,I~, ~
TO PIERS W/ 1/2 X 3 1/2 S. S. ]2" THICK, SEE PLAN ~~,,0~ 'JVr~h U ~
ANCHOR BOLTS STRAPS REQ'D. 12" " ~ GALV. LINE POSTS, 2. 50 0. D. , SEWER LATERAL CLEAN-OUT (~;~~~`J ~ r ~ ~ r~ ;C.~~U
AT ALL PIERS) 3.65 P. L, F MIN. , SPACED MAX. OF 10' 0. C.
• 8"
P.A.
D. I. 4 #10 VERT. 6' -O" ALUM. COATED, 9 GAUGE, PLANNING COUPLING CAST IRON SOIL PIPE 4' -0" ENGINEERING
2" MESH FABRIC ~ \ SQUARE LANDSCAPE ARCHITECTURE
#3 ~ 12 HORIZ. ~ PROPOSED LATERAL CONNECTION
45' TO EXISTING SEWER, AS REQUIRED 111 Meet i!<ein Street NO
0 0 _ - - 8" PVC PVC PIPE A Durham, North Carolina 27701
SLOPE 1/4" PER 1" GRADE ~ 4 #10 VERT. ° SAN. SEWER t 1" GRADE 919 882 0388 _ _ _ _ _ FAX [phone]
W CLASS "C" CONCRETE - 1---~
~ 3' -0" ~ 4" SCH. 40 PVC c~ " ~ SCH. 40 PVC ~,ee~aeunnarer°
w - 24 DIA. COLUMN 45' BEND OR AS REQ' D REO' D ~ ~ e®e C A RQ~ °°ror SCH. 40 PVC SOLVENT WELD WYE EX[S[TNG SANITARY SEWER ®a ~ / 00
~ GASKETED WYE TYPE SEWER SADDLE o' O ; FES~ Pp•• ~ ~ WER SADDLE I tiry0e m ~ o QQ'~
Q 4" BELL TO ACCEPT SDR-35 R-35 C A • S • r
e I1622
" ENCE D OUTSIDE F ETAIL #6 ®6 E.W.E,F. g" DIA. PIPE GRIFFEN MECH-LOK et
- , a •.~,i,N~? .®®~LIq ~,P
RIGID RESTRAINED JOINT PIPE, N,T.S. 40' MAX, SPAN LONG SPAN PIPE) SANITARY _ P N V LA I s EW ~ SANITARY SEWER LATERAL STUB OUT ®tiaa R. ee,6®
4 10 OWELS ~ T~ # D aaaaeeue N. T. S.
12"
~
oo~~,, 00 oa o~ _ 6" X57 STONE y,,
VERTICAL FIEIGHT •A• ' 48"X48" c o[aENSroN . 3 -0 ELEV. 534.75 ELEV. 533.75
r 6,>
"y S o IER TE P RE CONC L E TAI D
_ , - 1 -o i~l i
SCALE 1/2 r' 8" F. N, 1" POST HYDRANT '.It
UULCAN V-1383-1 _ (SEE SPECIFICATIONS) I.
FLAT TOP ~ o;~ OR EQUAL 8" BRICK WALLS _ ALL AROUND
3~ M. H. RING AND COVER DESIGNED FOR VEHICULAR TRAFFIC a' F.M.-...~_~.~ ; 3' O» 12"
CAST RING INTO M, H. TOP HEAVY LOADING) WHEN INSTALLED W CLASS "C" CONC. INV.
ALONG US 501) A. y .:~;'~4';,; , , ~ . ~ 12" OUTLET t0 ~ ~ INV. OUT 530.00 STEEL REINFORCEMENT
z ~ ~ 4 @ 8' E. W. ~
'i=1 ~ ~ ~ ~ I I I-III . I , ~ _ _ _ VALVE BOX
~ - _ ,
-III ~ - I~ • " - ~ '~CRTDIIENSION T 3'-0' io - - A - - H-7 I N ANDERSON G K 44 GOLDE - APCO MODEL 5 ,
- ~ " NOTE: cv =1 ~ _ OR EQUAL 2 INLET & OUTLET, SINGLE BODY ATE TrLOaaNC SHALL BE FORTED TO INSURE ACCESSIBILITY NOTE: ~ ~b°`ii~4~7`' ~ ~ AT R N ~ ° 1 W E Ll E "
- _ TO FITTINGS AND POURED AGAINST UNDIST1XtBED EARTH CONCRETE BLOCKING SHALL BE FORTED TO 1NSUiE ACCESSi81lITY - ~ ~ COMBINATION SEWAGE AIR RELEASE VALVE TO FITTINGS AND POURED AGAINST UNDISTURBED EARTH - „ j ALL CONCRETE BLOCKING TO 8E CLASS 8, 3000 P. S. I. ~ ` ~ ~ 6" X57 STONE 6 -6 ~ °
_ 2 = AND SEWAGE AIR & VACUUM VALVE, WITH ALL ccNaETE BLOacINC ro BE CLASS e, 3~0 P. s I. - - MANHOLE = INAI A B C TRENCH I?NL A 8 C TRENCH SQUARE ~c P ro'ect _ J
BRONZE - BACKFLUSHING ATTACHMENTS AND INLET VALVE I rIDTH r - ]METER IOTH TP _ SES 4' 3• r ° ~ ~ 5 C. F. CLEAN STONE
„ - GATE , z' 15 0. C. - _ Iz' VALVE a' 3'-0' 1'-0' T'om' z'-a' n R N IJ CTI 1 B 0 ZE GATE VALVE O N
STAGGERED _ Rr r-0• r-0• r-0' rte' e' I' -0' t' -0' z' -0' a' z' -o' T' I' -0' 2' -a'
~ _ BLOCKING DETAIL FOR 45' b 22 1 2' BENDS OP IN LET AIL
• -III 4' DIR. PRECAST BLOCKING DETAIL FOR 11 1/4' BEND - N. T• S. l~L.S• 1 YAR ~
a _ MANHOLE W/ FLAT TOP ~ - N.T,S. • ~
N.T.S. U lL.l
8" D.I. 8" D.I. • ~Z Z
(ONE JOINT) (ONE JOINT) W~
I~«~~ft3 .'N ~ + ~ o~ ~
~ ~ ~ Z ~O
#57 WASHED STONE - WEST SIDE EAST SIDE r ~ ~ U
~ ~ ~ ~
8" MJ TAPPED TEE 2" NPT SHOULDER ACCESS ACCESS SHOULDER SHOULDER U Q SHOULDER * ~ Z
2' -0" 6' -0" 6' -0" 2' -0" 2' -0" ~ ; ~ x.1,1 Z 2' -O"
V V A S A A ~ ~ J e ` O l,tl
~ Z
SCALE 1 2" = 1'-0" / I~ A W
TI INTO XISTING t ~ W ~ E E ~
SLOPE 'Po LV
2" #57 WASHED STONE i '~o~b
C - LOPE 1 4" 1'-0" _LOPE 1/4 ~1 O S / / gL0 f i TIE INTO EXISTING S~CPE 3 - - PE 3"
SLOPE ? I~'- i~~-
I f I_, . - - ^ ~ _ ~ _ _i
- I - ' I-I I I III- _ "c ~ - _ -Iii-' ' - _ ~ - - ~ 1-I ~ I C - - ROAD TYPE DISTANCE BETN@I SI
- - - - - - - - - - - -,III _ - - _ TRENCH WIDTH - - _ r - ~ LINE WITH MONSANTO BIDIM -i~ -i'' C34 FILTER CLOTH OR EQUAL """"'~1T1Q lob Number
- _ SECTION 8" - 8" C.A.B.C. -Ih ~ i . I as-aoo~
KEY ALL STONE ~ ~ II ~1- - - RIP-RAPPED OR EXCELSIOR A SEED CATEGORY TO BE DETERMINED BY STATE Drawn JRC, MTB
NOTE: CONCRETE BLOCKING SHALL BE FOR1E0 TO INSURE ACCESSIBILITY HIU~iNAY AGENCY IN COOPERATION KITH LOCAL TRK LINED DITCHES ~ISDICTIONS. Checked
TO FITTINGS AND POURED AGAINST UNDISTURBED EARTH ' rr SEE PLAN VIEW xaWM ~ Xxx Date 4/13/99
ALL CONCRETE BLOCKING TO BE CLASS B, 3000 P. S. I. ' A" A C CROSS C TI O N E OAD SS R QI3 ~T - B Reviaiona _
NAL A B C TRENC N.T.S. (ovnauL)
[~AAETER WIDTH R 4' RDAD - - F
BLOCKING DETAIL FOR 90 DEGREE ELBOWS ~ -
10 4 - N. T. 5. i
i -0 2 ROAD waac
xx
ALL CllIS TO BE MADE ASPHALTIC SURFACE COURSE
SiRAKi?iTT MID NEAT AS CUT LINE OF DOSTBlG I-2 PAVEIEJff POSSIBLE 12'
EWEY BROS. MH-RCR-2001, TRAFFIC CONTROL PLAN RING AND CovER wITH FouR (LANE CLOSURE FOR ONE LANE -TWO WAY TRAFFIC CONTROL
9 A • a° . ' CLASS "A" C ENT ENT VENT HOLES -MARKED fig,
a c~ ~ GROUT. SANITARY SEWER.
e e ~ 3
+~~Ms~~*,i~*t ~;'+YL' o DEWEY BROS. MH-RCR-2001, G''~ T~ OWE ~•N r~ 12' I RING ANO COVER WITH FOUR - -,'I
« ~`''4 " CUSS 'A' CEMENT TYPICAL GROUN _i;,- _ -1 v't'7• ~ VENT HOLES -MARKED PROFILE.- ~ I ° q~,~,n ;.o ='II j=ail-III GIs=_ _ ,1;=~_ - a - srE~ ENC1.06E ENDS wrtH e' BRICK MASONRY 3' D.I. VENT AS READ
Z;,:~sy~tM;:~,$~ GROUT. SANITARY SEWER OR EQUAL SELECT BACKFll1 TAMED IN 8' LAYERS N~~i ~.,.r+i. °A AS REq' D PRECAST MANHOLE SECTIONS
TO 95% DENSITY AS PER MODIFlED A1SHT0 SEE DETA1 POLYPROPYLENE COATED STEEL {ASTM-D-7557- YODFIED PROCTOR TEST) , PIPE LRR'E TYPICAL GROUND M. H. STEP. ALTERNATE AT 15" - -MANUFACTURED ACCORDING ~ 2.~ FLANGE .EL
' ~ A B PROFILE VERTICAL SPACING ~ 15" TO ASTM C-478 WITH 0 - R[NG GASKETS (ASTM C - 443) OR
t t BUTYL RUBBER SEALS.
WAY 2" I-2 6"BLACKBASE T2' wuc ROAD PRECAST MANHOLE SECTIONS SEE PLANS FOR VERTICAL DIMENSIONS C/L CARRIER PEE
a" NIN. (TYP.) POLYPROPYLENE -MANUFACTURED ACCORDING
COATED STEEL M. H, TO ASTM C-478 WITH 0 -RING NOTE: ALL P[PE IN DROP NOTE: t. Au AsPIaLr PTtAN1E DRfVES SFYLL BE STEPS -ALTERNATE GASKETS (ASTM C - 443) OR TO BE D. I. P. D. DROP IF REQUIRED, SEE PLAN~PROFILE Sheet Title ~M~,
ROAD AND DRIVE PAVEMENT CUT AND PA1t;HED/REPAaiED~ AT 15' VERTICAL BUTYL RUBBER SEALS. FIRST JOINT D. I. P. TYP.
REPAIR DETAIL ~ INC Two N.c~.o.T. stANDARDS. SPACING. EE SPECS. FOR ' ~ • ~ SLOPE 10 DRAM
2. ALL CONCRETE DRIVES 1T) ~ IEPA/IED I ~ ~ SCALE WITH 5' CLASS 'A' CONCTE'TE IN A ~ , IDTH AS REq D BY SPE ' M. H. WIDTHS : ~ ~ PIPE OPENING TO BE PC 99-17 rr::'~' PRECAST BY MANUFACTURER.
SEALING RUBBER BOOT OR ,rr SEAL JOINTS W[TH GROUT DRAMUGE GRAVEL .=r'~, sTm ~ c,2 cu. FT. sro?fE> DETAILS
SLEEVE CAST IN MANHOLE AT PROPOSED ELEVATIONS AND ANGLES CLASS "C" CONC. .y;~STONE BEDDING IC. XIST. SAN. SEWER TO BE SAWCUT TO
AN. SEWER SHOWN ON PLANS. BUILT UP INVERT ELEVATION SHEET 2 :RT ';~r SPRINGLINE INSIDE OF MANHOLE
4 #4 s -TOP AND BOTTOM AND BENCHES. ,..ti i' ,
" 12" PRECAST CONCRETE #5 ®6 MOORBASE, WITH CONC. BLOCKING TO TOP OF PIPE `J.
PRECAST INVERTS 7 WA QIIIAI NO, 5 SHED CL MANHOL dI1NDAi ION ~ ' a STEEL ~ PEE °CLASS a~B~ CONCRETE"
_ T-STONE BASE ~ _ ~ < uu•uu•iiiuaeuu.a u.uua~as ' o ~o ~ o o ~o ~a ar--NO. 57 WASHED STONE BASE °m, ° - 4" - 6" TH 1 CK. STAHrIESS STEEL SHOES
_ ^ ~ L~~~ oo ~0~~40.r:n~~ 4" - 6" THICK. ~a>~~~~ - = b d~ < OUl { .uu•uu•uuua•as~ee•u•u•a~eae. _ - _ ~ o < ~ ~ ~ _ = PAD DIMENSIONS = :III-11 NOTE: i i I 1-1 I I-~ I I-i i,-, poor ~ i i ;-iii-i i ~ - saroER
nrurn~Tnn nen wTn1•u Tn or - 'I-
VC vCRn Vn rnv - n i u n v oL_ DETAIL TYPICAL PRECAST MANHOLE DETAIL- TYPICAI - TYPICAL DROP MANHOLE INSTALLATION 1 - SPACING FOR SPIDERS TO BE 3 PER 18 FOOT B X 3/8' STEEL PLATE
ENGINE-GENERATOR WIDTH + 12" OR NO SCALE LENGTH OF PIPE, ONE SUPPORT AT EACH END CARRIER PIPE AND AND A SUPPORT ON THE MIDDLE
5', WHICHEVER IS GREATER. 6" #57 STONE W+12" LENGTH TO BE ENGINE-GENERATOR TYPICAL DOG I 2 - ENTIRE SPIDER ASSEMBLY TO BE BITUMINOUS AL DOG HOUSE MANHOLE INSTALLATION COATED AFTER FABRICATION Sheet Number
LENGTH +12" OR 10', WHICHEVER IS 3 - FIELD MODIFY AS REQUIRED TO PRDVIDE DESIGN NO SCALE SLOPE IN CARRIER PIPE CONTINUOUS WELD 17
GREATER. BOTH SIDES MP.)
ELECTRICAL PAD - 5' WIDE X 11' LONG.
BORING ASSEMBLY Of 17
CONCRETE PADS FOR GENERATOR AND ELECTRICAL N.T.S. SECTION
N.T.S.