20010612 Ver 1_COMPLETE FILE_20010404

wATFR p Michael F. Easley
G Governor
7 William G. Ross, Jr., Secretary
r
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
May 3, 2001
DWQ# 01-0612
Craven County
McKim & Creed
2625 Dillard Drive, Ste 117
Cary, NC 27511
APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules with Additional Condition
Dear Mr. Sirs:
You have our approval, in accordance with the attached conditions, to place temporary fill in waters to construct a waterline at
Tucker Creek in Craven County, as described in your application received by the Division of Water Quality on April 4, 2001. After
reviewing your application, we have decided that this work is covered by General Water Quality Certification Number 3289, which can be
downloaded from our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification allows to use Nationwide Permit Number 14
when the Corps of Engineers issues it. This approval is also valid for the Neuse River Buffer Rules (15A NCAC 213 .0233). 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, State Stormwater and Water Supply Watershed regulations. Also this approval will
expire when the accompanying 404 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 you may be required to send us a new application for a new certification. If the property is sold, the new owner must be
given a copy of the 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 and the additional condition listed below:
1. An additional condition is that stormwater shall be directed to diffuse flow at non-erosive velocities through the protected stream
buffers.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone John Dorney at 919-733-9646.
Sincerely,
1
®r. tevens
Attachment
cc: Corps of Engineers Washington Regulatory Field Office
Washington DWQ Regional Office
File Copy
Central Files
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
v
42?MCKJTV&CREED
J
April 2, 2001 M&C 1082-0022 (40)
Mr. Bob Zarzecki 40 1 / F_
DWQ - 401 Wetland Certification Unit
2321 Crabtree Blvd.
?aieigh, NC 27604-2260
RE: Township No. 6 Water System Improvements Project
401- Water Quality Certification '
Dear Mr. Zarzecki:
On behalf of Craven County and the Township No. 6 Water and Sewer District we are
submitting plans for the referenced project. The project consists of 47,000 linear feet of new 4",
6", 8", and 12" PVC water line within the NCDOT rights-of-way along US Highway 70 in Craven
County, two new 16" HDPE directional drill waterway crossings, three pre-engineered package
booster pump stations and electrical and telephone telemetry improvements. The two proposed
creek crossings to be directional drilled are both located wholly within the N.C. Department of
Transportation right-of-way at Tucker Creek and Sandy Run on US Highway 70.
Tucker Creek is considered Public Trust Waters and requires a CAMA general permit. We have
contacted and received response from the adjacent landowners to Tucker Creek and submitted
our request for the CAMA general permit on March 15, 2001. Scott Jones with CAMA inspected
the Sandy Run crossing the week of March 19-23, and informed us that the crossing is not
considered navigable and therefore is not in CAMA's jurisdiction and will not require CAMA
permitting.
In addition to the two creek crossings, we have identified five additional drainage swales that will
require perpendicular waterline crossings at a point below the US Highway 70 culvert outlet
near the base of the highway embankment.
We met with Debra Sawyer from the DWQ Washington, NC Regional office at the project site on
March 21, 2001 to determine permitting requirements for these five proposed drainage
crossings. Per Ms. Sawyer's guidance, all five crossings would be considered non-electric utility
waterway crossings and are therefore exempt under the NC Department of Water Quality
Administrative Code (T15A: 02B.0200). It is our understanding that these crossings will
therefore not require certification or mitigation, since they will be perpendicular to the channels
and less than 40 linear feet in length (with a 10 foot maintenance corridor). However, per the
401 Water Quality Certification we are submitting pertinent drawings and design details of the
crossings for your review and concurrence.
0)_061?
W1 082%0022%40%DW Q 040201. d oc
5625 DILLARD DR., SUITE 117, CARY, NORTH CAROLINA 27511
TEL [phone] FAX [phone] www.mckimcreed.com
AA0002667
Page 2
We have received the erosion and sediment control permit (approval letter attached) for the
project and will follow these guidelines strictly during the construction of the project.
On behalf of the Township No. 6 Water District of Craven County we hereby request your
concurrence that 401 Water Quality Certification is not required for this project.
A location map and plans for the proposed water line crossing are included. Please call if you
have any questions or need additional information.
Sincerely,
McKIM & CREED, P.A.
/?z
evin Eberle, PE
Senoir Project Manager
Attachments
cc: Rusty Hayes, Craven Co. Water & Sewer District
Q:\1082\0022\40\D WQ040201. doc
v?NxIQM&CREED

?Osm0I
• s
State of North Carolina

Department of Environment and Natural Resources
Washington Regional Office
James B. Hunt, Jr., Governor Bill Holman, Secretaty Cr?
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
June 2, 2000
Board of Directors, Craven County Water and Sewer Districts
ATTN: Mr. Harold Blizzard, Manager
406 Craven Street
New Bern, North Carolina '28560
RE: Erosion and Sedimentation Control Plan
Township. 6 Water System Improvements
US 70 & SR 1176 - Craven County
River Basin: . Neuse
Date Received: May 17, 2000
Responsible Party: Board of Directors, Craven County Water and Sewer Districts
Dear Sir:
This office has completed its review of the erosion and sedimentation control plan for the
referenced 8.0 acre disturbance. Based on the information provided, we have determined the
submitted plan for the installation of 45,500-+ feet of pipe along US 70 from SR 1131 to SR 1746 and
along SR 1176 and SR 1182, if properly implemented, will meet the minimum requirements of the
Act. We, therefore, issue this LETTER OF APPROVAL WITH the following MODIFICATION.
In the event of a conflict between the requirements of the Sedimentation Pollution
Control Act, the NCDOT encroachment agreement and the contract specifications,
the more restrictive-requirement shall prevail.
In 1973, the Sedimentation Pollution Control Act (copy available upon request) was enacted.
It established a performance oriented program requiring a project owner or developer to protect
adjoining natural resources and properties, both during and after construction, from the effects of
accelerated erosion. It is YOUR RESPONSIBII.ITY to understand and comply with the following
minimum requirements of the Act:
010612
943 Washington Square Mali, Washington, North Carolina 27889 Telephone [phone], FAX [phone]
Board of Directors, Craven County Water and Sewer Districts
ATTN: Mr. Harold Blizzard, Manager
June 2, 2000
Page 2
- an erosion and sedimentation cone of plan is only valid for 3 years following
the date of initial approval, if no land-disturbing activity has been
undertaken;
-- the LATESTAPPROYEU soil erasion and sediment control plan will be used
during inspection to determine compliance and a copy of the plan must be on
file at the job site;
-- except in the case of a storm related emergency, a m4sed erosion and
sedimentation control plan must, be submitted to and approved by this
office prior to initiating any significant changes in the construction,
grading or drainage plans;
-- a buffer zone, sufficient to restrain visible sedimentation, must be provided
and maintained between the land-disturbing activity and any adjacent
property or watercourse;
-- new or affected cut or filled slopes must be at an angle that can be retained
by vegetative cover,
-- new or 11ftied barren does must be Provided with a ground cover
sufficient to -restrain erosion within the shorter of 15 working or 30
calendar dw of conmk on ofwv P&n4m or, fna.O d grading (=
GRASS IS NOT in the approved seeding spec cations nor is it an
ACCEPTABLE substitute for the providing of a temporary ground cover);
-- unless a temporary, manufactured lining material has been specked a
clean straw mulch must be applied at the minimum rate of 2 tons/acre, to all
seeded areas The mulch must cover at least 75% of the seeded area after
it is either tacked with an acceptable tacking material, or crimped in place;
-- in order to comply with the intent of the Act, the scheduling of the land-
disturbing activities is to be such that both the area of exposure and the time.
between the land disturbance and the providing of a ground' cover is
minimized;
-- a permanent ground cover. sufficient restrain erosion, must be provided
within the shorter of 30 working or 120 calendar days after completion of
construction or development on arty portion of the tract; and,
Board of Directors, Craven County Water and Sewer Districts
ATTN: Mr. Harold Blizzard, Manager
June 2, 2000
Page 3
-- this approval is based in part, on the accuracy of the information provided
in the Financial Responsibility/Ownership form submitted with the project
plans You are required to file an amended form if there is any change in
the information included on the form. This approval and the financial
responsibility/liability cited in it does not automatically transfer with a
change in project ownership.
Be advised that to ensure compliance with the approved plan and the program requirements,
unannounced periodic inspections will be made. If it is determined that the implemented plan is
inadequate, this office may require the installation of additional measures and/or that the plan be
revised to comply with state law. (Note: Revisions to the scope of this project without prior
approval of the plan showing the changes can be considered a violation). Failure to comply with any
part of the approved plan or with any requirements of this program could result in the taking of
appropriate legal action against the financially responsible party (Board of Directors, Craven County
Water and Sewer Districts). One option is the assessing of a civil penalty of up to $5000 for the
initial violation plus up to $5000 per day for each day the site is out of compliance.
In recognizing the desirability of early coordination of sedimentation control, we believe it
would be beneficial for you and your contractor to arrange a preconstruction conference to discuss
the requirements of the approved erosion and sedimentation control plan It would be appreciated
ifyou would contact this office to advise Mr. Bill Crew (252-946-6481, ext. 374) of the construction
start-up date, contractor and on-site contact person or, please, complete and return the attached
Project Information Sheet to the above named.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and
State water quality laws, regulations and rules. In addition, the land disturbing activity described in
this plan may also require. approval or permitting from other agencies - Federal, State or local. These
could include the U.S. Army Corps of Engineers under Article 4.0.4. jurisdiction, the Division of
Water Quality - Surface Water Section under stormwater regulations (contact Mr. Bill Moore, 252-
946-6481, ext. 264), county, city or town agencies under other local ordinances, or other.approvals
that may be required. This approval does not supersede other approval or permit.
Please be advised that a temporary rule to protect and maintain existing buffers along
watercourses in the Neuse River Basin became effective on July 22, 1997. The Neuse River Riparian
Area. Protection and Maintenance Rule (15ANCAC 2B.0233) applies to all perennial and intermittent
streams, lakes, ponds and estuaries in the Neuse River basin. In riparian areas in the first 30 feet
directly adjacent to the stream and/or coastal wetland vegetation, the rule prohibits land disturbance,
new development and fertilizer use. The riparian area 20 feet landward of the fast 30 feet of riparian
Board of Directors, Craven County Water and Sewer Districts
ATTN: Mr. Harold Blizzard, Manager
June 2, 2000
Page 4
area prohibits new development. Clearing, seeding and a one-time fertilizer use to establish the grass
is allowed. For more information about the riparian area rule, please contact the Division of Water
Quality's Wetland/401 Unit at 919-733-1786.
Please be advised that all land-disturbing activities affecting 5 or more acres are required to
have a NPDES permit. Enclosed is the Construction Activities General NPDES Permit -
N0O010000 for this project. Contact the Division of Water Quality - Surface Water Section at (252)
946-6481 should you have any questions regarding the permit.
Sincerely,
%
Patrick H. McClai
Assistant Regional Engineer
:pm
enclosures
cc: (w/o enc.)
David Temple, PLS, McKim and Creed
Ted Sherrod, NCDOT
Tim.Mulligan, Division of Water Quality

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C Y : .n ^4 f.:i 'g'y;<,z~ "`x E. :w, h sv. ,.eS~~ ::I z._;......., r., ure \ "ti. a. ..3 h . nM~ ~ k ' " ~ xxa,. , ~ ~,i :b. „ u ' ~ 4~ ~ ~ Y, n~„~ r;' n ,b, .D.<. `~.=3<R s~, R~ `F..ti MM . ..a. ~ '1. {x:.; a,.,.a'.,: .r . ' ,~",s 'h•., ..RR
^.x : r s ~ R K i y5~:,n^a^a ~ rtR 'i~`3 3~ `3tt~~ `€i.Eb sn? a ~ . a ~Oa„ 3€` ~ a ~ a '.'hh ~ 3..:: s .,R~'x;'t £ ::~.a T XC y,s ti ~R :L, ,,s `~C.; F. ,.:.i.. ^ ,
,a.. x .a . r s. (i a, i ?
~4a, ,v:
£ : _
1.~~i.~ _
1 1.. 1 ~ _ I BORE AND JACK 40 LF, 20 ,
' STEEL ENCASEMENT PIPE
OF 12" PYC ~ IMTH 44 LF
> p ~ wA~ ~ CARRIER PIPE . m ~ ~e~woo~ 111
N t~S 1
Oi I- 1 I uHO~ou~n CA61.E , W ~ I I OF E105iINC ~ ~1TER
M ~ 12 GATE VALVE e~.Cw-tom - to p~ ~ ~ ~Q E ° i~' WY 74 ~ U1 mr
' ~ _ 60 . ' ~ ' -~o-- ~ -fo - ~ - -CFO -fo- - -FOB ~ -fo-~ ~ , 60
I- - - - - -
_ - - - - - _ ~:--r-~=----~-~~-- ~ ---_-------_~____---__~.~..~~___.._.~..~---------_T..~._. - _
- _ _ ~ ) t ~ a: s~ sx~;~, m
~ ) 4i. h~ ^ f>:, 1~ ~ ~ ~i hJ, S ::Y'h 'h ,1Y ~ 9~}~'~: ~ _ ~
D ' f;' ~v v ~i £ s~',^,M 1s n,1 C: .~;.:E~ ¢,~:4 ~ „ s~>`~ ~3'='\ ~ A ri~'x w 3'~w 3T~a ~ t e cw~a a i 5 iX! e . ~ ~ r L... ' t =e '~\si^
h 1 € ~~~~~A w t~~x` 12 x fi TEE AND I ~~y z ~ ~ r ' ' ~ r Yk:~~R~R 18 LF. 12 D.I. ~ ~ 3: ~ ~i .ie Z£ ~"^\\~,,.o~, "\s3 3:1 [ ~,'h'~ rra`...^„ ~I~*y~I„„ t===A .,n ~ ez, ~ ~1 ~e wad'" '"tl ~ ~ E"' x `v,•^w^^ M.<" ~ V, Y1
~>r~ ~ ` ~ UNDER CIS ~ FlRE HYD. I ~`i~ :,,k^ ":,"C` .~k~ic ~a ':3 1 ~n~'~ ~'h•``^~~we~,~ sot ~'a,"x~, $a~~ ~~aR s ~ : a.:. ~ .E . a ?~~s 4^,S.• a ="sx^~ii2,`vb r: ~~.,=A•', nnak`~" 3\ ^ a 't \Rx~ , ~ ~a~ ~ ~ 5~,= ~ ~ ~ ~ `~a ~~r ARINC uMITS SHAM et FROM ,
~ ~ ~ ARING :LIMITS SHALL BE-FRtN~I I~° k'a ~ i s ~ 11 k~~s SSING DET` ~~,u3~~ i ~ ~~T a ~k y , E DOT ROAbWAY DITCH TO A =k~` ~ r~ - ; . ~ _ ~ x~€~ ~ ~ R , ~ T' , \ ~ 'a' ~ 'h xCS9. 3Sx~:. di = a,.. r%".,:: ~ sty a h `.iC`~;~ ' DITCH TO A
i~ ,i` ' a a3oT cyh~w )J/Y ~ W f.' € ii a DINT 1D BEYOND THE CENTERUNI:. ~ s ; ~ ~ , a ~ ~ ~'~3' ~ 3;' x x a ~ ~ ~ h . E ;DOT ROADWAY. ~ . t~'~ li ~ via ~ , , ~ ~ ~ -11,~~..~aa ~ _~~y ~C,~ rv~€ s ; a~ ~ { ~ ~ v~ .TNT 10 OND THE CENTERLINE a ; `xa2~ ~"rk ~ ~ 3 , ~ ~ `Cap^'9 sa-::i: F;Y; r ss : r ^ m iii ~
, / i ES ~ ~ THE NEW 12 WATER LINE ~ ~ - - S R'Yk1X' : ~ S "i f ~ : M R S Af ~ J:h << ~ . E': xo~ ~1w z ~ kx..\~~x s~' ~ n~ z . s € t " ~ 1'FIE N WATER UN ? ,i '~.Y=a ~ .o a„~':£~ sCo ~ ~x@ ,;',ra; ~ s,~tb'€' .,r hh ~ his
i ~ = z ^ss 3C EFa~~.:.. w,... i k'~ TYP. ALL LOCATIONS ~z,,:.,,.. ~ ,',3^}z2.:'`~~f, : ,bi ,fig' ~z", s a,,, y :ERR^,^ ,~}?k :x37 j} '~YJx', ~,<<~.~rt~ Viz„ K =R ~ a Ea ~~41 ~h\, \ x ? ~i= _ s~ 3 _ s,. S. k : R,. T 1 ~E. Atl LV41"I~ONd) 6~3 z ~"+C`s R=~' r• j; fl~,~ '+C'~:~~ i'"•~h 3Y~ vv.R si:n %h y~.::,,aaa \z`
~h'. I €~>i~ :.:k vy £iEf xx, €}zn:, n ~h, >'x „ .~3i:Ss #i ii ~ :E'. y. ~w'e: a~.~. I - XI5TING .:WATER SERVICE TO BE i5:: ~ '~:t vw s ~ a.~,: ~:_i ~Y... ~R ~ Y .OR~~~'". E ..S ~ S`~ ~ { `wh „ •An ¢Yi h S i ..f :.;r zv~~~ ~~'~i~t?~~~~ ii~£;=,~~.. a ~ 3?j ~Y s ~ at~is a ^i4,~7 iS. =b.~K y, i~. 'C. ~ kC'~,k' !g ^'h'h'+,~'h 5'. A, ~`\,,~i ~~,,,$x,,., ,~,,,3"... f _ ::s ~:?~u;:;:e 3 ~i.~ti&. „Yh iS~ ~A R _ ..k, s.,, ~',asti` `~`:3"a 'W ~,L s r , ~ ~ ~ ~ ;e ;h~ ~ ~ ~ p 50 100
. ~ RECONNECTED> TO NEW LINE AFTER ` ~ iii I,~RUO ~ ~ ;~`RR ~sz . I3" h a E 3ca k$~~..;~Ecs ~ s c3 ri ~~r 11 R ; ,&r, , r:~As:~~s`:'`'f"%E~~': R ` ~ i'~~~~ r3.:.> } ~i ¢ k Y Ts ~ 3' :,.s; a~~ t t ~ ? i` + , ax•~e~ 3rCC (i~\ £ =C.. w.< 1s,.% Sea x,s, ' i e k . C~, ~$t''''' o"~`" s ~~9.,,,.a\ ~ :E `E;t3 ' a~`^ a ~ Y~\a €i C~~ ' k., - '+,``M'`x, F,~ 3 •FvJ3, : , . 3.. . ? . a I::i r. !Y~ C ~ ~an ,JA - "S33' n t3 '
ISCONNECTION AND TESTING. ~ „~I~~,E ~ ifux Y~Y~iu , .>.,~<.,:L.>:. 3fa ^ @yRrs sri~ i~ : ~r;£7,#.ij as?v~ F~gh~..; r ^ g i Y„ ~ 4 , u . ~ b \t \ .k,;a„ {p :?i w' R?Q 2:'! ~t~~ ~sl ..i\:: u o : 7 , ti'~M . vya : 3 it ~ a \ ~ 3,E .''~a .,,fin" ~.,L ~ > e ~ ^ ^r~,,,k. ~aaa,,^ .,.^,a; "w~~ , , SEAL. ^i ='CI ~Hor~~:~
...~~~aae~ . ~k ~~JS, DETA~, SHEET _ ' tl~t .a€i~'~, , ~s . >*;r~ L_ a
~-1 ~ ~~r~F~ u-1
SCALE mw
DRAWN RAM
DESIGNED WDT v_ ~'1 - HORIZONTAL: TOWNSHIP 6 WATER LINES DATE: April 15, 2001
40 MCE PROD, # 1082-0022 1"=50'
CHECKED KET ~ ~ J \l.JL NATER AND SEWER DISTRICT US HWY 70 MdcC DWG NUMBER
PROD. ENG. KET 5625 DILLARD RD., SUITE 117 WATER DWG FILE # hwy70-2 VERTICAL:
SYSTEM IMPROVEMENTS STA. 24+00 TO STA. 54+00
w.,,,,a oESCPMno„ DATE DATE PROJ. MGR. KCE CARY, NORTH CAROLINA SYSI [phone] SIONS

NOTES
1.CONTRACTOR TO VERIFI' 517.E DEPTH MATERIAL'
=AND LOCAl1ON fOR ALL UNDERGROUND U11LI11ES PRIOR TO THE START OF CONSTRUCTION.
50' 6 50' 140'..
R1Vh~t BLUFF ~opST~a SCAI~L: 1"=50' Horn,<,
'PUMPING STATION
SEE SITE PLAN SHEET P1
ii
MITS ()F' LUMP.: L
SUM .BID ITEM

a MATCHLINE A
H T P1
BOR AND A " E J CK 142 LF, 20
STEEL ENCASEMENT PIPE
MIN. - ( ,250 WALL THICKNESS) ~ ~'Q ~ ' W 142 LF OF 12" PVC CARRIER PIPE FIELD LOCATE EXISTING
SEE PROFlLE SHEET D3, 8" WATER LINE AND
O CONNECT AS SHOWN
O (APPROXIMATE LOCATION)
• II 2 12 x 12 TEES • • NEW 12 PVC WATER LINE
~ - 3 12 GATE VALVES II ~ ~ ~ - 8x8 TAPPING I E8L D
~ II SLEEVE. do VAL 5' OFF EOP MIN. I -1
60' " II ~ ) 90 BEND 60 M N n 8 DIP ~ tTl
Q - - ~ CFO- - moo- - - - -FO- - - -~a- - . - - w -~F© --~o -f0 - w - _ -~o -~o o - - - --~o-- - - -~FO- - -rFFa m r
- _ Z
-
\ tl Z W
~ II, o eEND
CLEARING LIMITS SHALL BE FROM ~,5~ $E 11 iI ~ 8R 1152 (QFlEEN A11E) ? ~
THE DOT ROADWAY DITCH TO A / III U v~ H PIT ' ~I~ 2• 12 x8 TEE I ~
0 N 10 BEYOND THE CENTERLINE • ~ ~ ` OF THE NEW 12 WATER LINE `INSTALL 18 LF, 12 D.I. PIPE ~ u _ " 12" GATE VALVE I m ~ ~ ~ - _ BORE AND JACK 30 LF. 20 ~
TYP. ALL LOCATIDNS CENTERED UNDER UNDER CHANNEL 5TEE~. ENCASEMENT PIPE aEa~ I ~ " 18 _ _ _
SEE CROSSING DETAIL B SHEET D1 - - M1N. 250 WALL THICKNESS) W/ - - - - R/W D
GO UNDER 18" R ~ CP 90' BEND 30 LF OF 12 PVC CARRIER PIPE.:.. p
SEE CROSSING DETAIL 'C' SEE DETAIL SHEET 01 LC
SHEET D1,
~.r~

1
I I

/

f
/ 1
M / •
BORE AND JACK 80 LF. 20 NEW 12 PVC EW 12 PVC WATER LINE
STEEL ENCASEMENT PIPE US MNY ~ EBL. / N ~ /
(MIN. 250 WALL THICKNESS) W/ /
" CARRIER PIPE / BO LF OF 12 PVC D
FO 0,..~.. - - FO FO ~ n
_ _
_ - -
i ~ m
c~
W ~ I ~ _ _ ~ VE ESET EXISTING ` m
~ _ - - - - ~ / 4 S FOR ST SERVICE SIGN ~ 20 Lf _ SILT FENCE Q N _ = ~ / ~ . 1 " .I. PIPE I~~ ALT FENCE D
- - I 18 LF 2 D EACH SIDE {Tl'P.) F- - - ` / CLEARING LIMITS .SHALL BE FROM UNDER UND R ~ I / .CENTERED E CHANNEL: IDE TYP. { )
1, ~ THE DOT ROADWAY DITCH TO A , _ _ ` I / 1 _ ,~.-•--SEE CROSSING DETAIL B SHEET D1---~R f W CLEARING LIMITS SMALL BE FROM tJ1O0 . _ NEw a2 Pvc wATER LINE
l POINT 10 BEYOND ..THE CENTERLINE. ~ / Z " MAXIMUM ALLOWABLE DISTURBED Ul - _ ~ _ THE DOT ROADWAY DITCH TO A N POINT 10 BEYOND. THE CENTERLINE +
1~ I ~ ~ THE NEW 12 WATER LINE Z 1 ~ ''r-- A CORRIDOR TI'~RpUGH THE CHANNEL ; 1i~ _ TYP, ALL LOCAl1ON5) , THE NEW i " LINE O OF 2 WATER
\ _ ( ~W ~ ~ IS 10 WIDE:. CENTERED ON THE TYP, ALL LOCATIONS O ~ )
I W ~ PIPE t~N ~ R/W 50' 0 50' 100"
r
Q SCALD: 1"=50' Horiz, ~ )
L
v
DRAWN RAM SCALE CLIENT DWG NUMBER
DESIGNED WDT ~ ~/~~ilr` ^ W~D t CHECKED KET ltJ c ~nnrl TOWNSHIP 6 DATE: April 15, 2001 HORIZONTAL:
WA-MR LINES MCE PROJ. # 1062-0022 1'=50'
M&C DWG NUMBER
PROJ. ENG. KET 5625 DILLARD RD., SUITE 117 WATER ~vnn oesavnws ogre CARY, NORTH CAROLINA SYS REVISIONS 1 DATE PROJ. MGR. KCE [phone] &,TER AND SEWER DISTRICT US HWY 70 DWG FILE # hwy70-3 VERTICAL:
SYSTEM IMPROVEMENTS STA. 54+00 TO STA. 82+00 5

~~antvuy~+www, arsr. ~,°axwsw.w^xxzx~xmxrr orzvrcro, aamxarsra,a-rrxwu~~r~-r^~mxres.~~~r-r'r rx 'sv.,~xs^~retz' _ m ~^xsmxi~^xa^rxw^.^arm7n-~-rr-nr~<zryr+,rm~^rr-,»~~rxa^n,: .m~,.,M,.~,reyr•w...,myx.._a...r~ex^~rr°:^wr^-e-~zv~mromw-x»~~~y..~^yrrw~.m,,,.rr: s~r~mr~^~7-rarm,,:~,,~„y....,m»,....~,w,ey.„y,..,wyq.r.,,._, my.ro~~m~--. , -nrar...,.re.-.m.~^.wM~,^-.-~"^~.~.,r--^^„wr°....,~~,_.w.,.,~.,w,..,~..._...,~,.,......y.....,W,.~..., ,w ..~..,H..-»-,.-.-..~..-...........~»~......~.,...w w~_~._.__~_.~.~...~..„ ..ww.~~_~ ..~..~~,...~_.w~_~ ..~..._......~,r ,~..~~._LL.. .,.,...,...~~__._..._~w~.w, ~
6
3
i
}
s
7
'i
f
1 ~1I ~ ~ 7. YY~
MAXIMUM ALLOWABLE DISTURBED NEW 12" PVC WATER UNE
CORRIDOR THROUGH THE CHANNEL
I IS 10' WIDE CENTERED ON PIPE ~ ) D
1 ~ _FO.... - - - -F0 - ._FO- - ~
O ~ ~ CFO.-- - - _ r.. _ _ -FO^.._ __.FO.-- - - - -FO..- . - _ 2 - - ~o..± . m fio mr
~ 60' .FO._... F0._ - -FO..._ _ - -1 ~ ~ ..FO_~ + -FO... ~ r-- z
r _ ~ ~ , m
~ 1
~ m..
f ' h ~a. cn,
f
N~ iJ7 m~ CLEARING LIMITS SHAU_ BE FROM ~
W TH ~ E DOT~ROAOWAY,DITCH 1'0 A
Z ` ' 20LF SILT FENCE EA. SIDE W CLEARING LIMITS SHALL BE FROM POINT 10 BEYOND THE CENTERLINE " - - - - ~----R _ -I- OF THE NEW 12 WATER UNE ~
W__ - 'THE DOT ROADWAY -,DITCH TO A R - - TYP;' ALL LOCATIONS
~ _ /W - - - POINT 10 BEYOND THE CENTERLINE "
`h ~ THE NEW 12" WATER LINE 1fi LF. 12 D.I. PIPE
s CENTERED UNDER .CHANNEL NC FIAI. LOAD Q (TYP. ALL LOCATIONS) 5EE CROSSING DETAIL 'B' NOTES
SHEET Dt. 1.CONTRACTOR TO VERIFY ~ DEPTH M AIERIAL AND LOCATION FOR ALL UND RGROUND U1IUIIES
PRIOR TO THE START OF CONSTRUCTION.
50' 0 50' 100'
OOI~I~UC'110N ~ FOR AE~A~DON~T
DOB'INO ~ WAT'~11 LJ~E
SCALE: 1 "=50' (Horiz.)
1. INSTALL NEW 12" WATER MAIN WITH CORPORATE ' CORPORATE STOPS AND 10' LENGTH
OF 3/4" SERVICE PIPE TO SERVE ALL EXISTING CUS :XISIING CUSTOMERS CURRENTLY SERVED
BY THE 4" WATER LINE TO BE ABANDONED. _ NED. ~ -
2. PROVIDE 12 x 6 TEE, 6 GATE VALVE AND BOX XISTIN " ~ E G 8 WATER LINE AT SR f 103. .VE AND BOX FOR LATER CONNECPON TO
3. COMPLETE FLUSHING PRESSURE TESTING DI~NFE I 9fl BEND i1NG DI~NFECTION AND START-UP - ,
12 GATE VALVE \ ~ THE NEW 12 WATER LINE.
e=.,: 1 \
~(IST. fi" LJNE NEW 6"DIP 4. FOR>ALL CUSTOMERS CURRENTLY SERVED BY 4" I \ R VED $Y 4 WATER UNE DESIGNATED
FOR ABANDONMENT, EXTEND EXISTING .SERVICE TO C I ~RVICE TO t~NNNECT TO NEW 12"
\ WATER LINE. T. 8X I EXIS 6 TEE:..
I _ NEVY 1 WATER. LINE " • ~ 5. FlELD LOCATE NEW 12 x 6 TEE, 6 GATE VALV@ GAZE VALVE AND 6"x " DUCER 4 RE
FO _
I _ EXIST. 4 ~?TER LINE , TO BE
. - - ` ~':I ABANDONED `~?FTER START-UP fi. CLOSE EXISTING 6 VALVE AND REMOVE 4 DI PII' " " " CER. )VE 4 DI PIPE AND 4 x 6 REDO
I TESTING A ~ _ N COt~MIS~ONING " " L.
OF NEW f2" WATER NE. 7. INSTALL NEW 6 DI CONNECTION BETWEEN EXISTi~ WEEN EXISTING 6 .GATE.: VALVE APID 7' '3'
. NEW f2" x 6" TEE ON f2" WATER LINE. DISINFECT A \ ' ` TO PLAgNG THE LINES IN SERVICE. DISINFECT ALL NEW PIPING .PRIOR ~
n
I- _ \ CAP EXISTING 4 WATER LINE TO 8E ABANDONED, s ABANDONED. N r
\
" I EXIST. 6 GATE VALVE " I 6 GATE VALVE: dt BOX W/ TEMP. PLU ~ r-
/ " M \ I 12 x fi TEE N i- SN
- \ \ ~ .1
. I i % El081Ni8~ I ' ~ ~
~ • NEW 12 WATER I;~NE ~
\ y
FlELD LOCATE EXISTING 4" x 6" REDUCER \ I AND REMOVE EXISTING REDUCER dt 4" PIPING. r .r- ~ N/~i r a a
~ \ I CONNECT EXIST. 6 PIPING TO NEW 6 GATE ~ g• plp
" 1 \ I VALVE AFTER f2 LINE PLACED 1N SERVICE, US I"IWY 7O ' WBL 6" DIP .r.
f\ . ~ fi GATE V O ~ I • ,,,,~F - - y ~ - - fiGATE VALVE W MP. PLUG ~ ~ ~
CLEARING LIMITS SHALL BE FROM. ~ \ 12 X fi TEI 12 X fi TEE r , ~ - 1
THE DOT ROADWAY DITCH TO A I 90' BEND 90' BEND • , _ - ~ ¦ r - . ~4 :.Y ~ - ~
~ POINT 10 BEYOND THE CENTERLINE ` 12 GATE ~ I"- I 12 GATE VALVE , , _ N --A ~ PEn
tnW OF THE NEW 12 WATER LINE " ~ I . r-W (TYP. ALL LOCATIONS) 12 MJ TEE _ I
~ " ? U3 MIVti''78~ EBL . _ _ 12 MJ GATE VALVE 1 0..• _ " ; , 5 OFF EOP . . NEW 12 PVC WATER UNE - ~ = ~ ~r ~
Ql~ - - _ _ ~„FO~. ~ ~ 12 x6 MJ REDUCER ~ I
50 LF 6 P - _ ~ - _ - LOW OFF ASSEMBLY` ` "r'_ ~.f0_ - ~ . - `f ll~` _ = - - - - w - _ a
\ ~ INSTALLED AT EDGE OF ~ I I • '
ROW. SEE SHEET D3, to ~ II EkI,S11NC 4 WA'I~R lM1E r, ~ TO BE ABANOOI~D ( )
~1,iJ \ ZW`' I I III"" EXISTING .WATER SERVICE TO BE RECONNECTED.: TO NEW UNE AFTER
COtXtDINATE WATER LINE kNSTALLATION " U ,y-~'' - ? DISCtNINEC110N ANO TESTING.
. WITH EXISTING BILLBOARD OWNER. RESTORE ~mR w~u. SEE pETAII, SHEET
Q BILLBOARD T~ ORIGINAL POSITION NEW f2; PVC WATER< LINE - - AFTER COMPLETION. 1 ~ 1 it -
i z D ACK y BORE AN J 1F. 20
o R/W _ COORDINATE WATER LINE INSTALLATION - o f2 x 6 TEEN: - - STEEL ENCASEMENT PIPE Z x 6 1'EE 50 0, 100
ANA WITH EXISTING BILLBOARD OWNER. Z FlRE HYDRANT I! a t I H RANT LY FEE YD ASSEMp NOTE: VERIFY THAT. THESE TWO PROPI=RITES
e" rr~mt > AD t~+ L_ ~t'~R > ~ ~ ARE SERVED BY ON-SITE WATER SUPPllS. ' SALE 1 50' ~HEori~) H//C

~c
DRAWN ML SCALE CLIENT DWG NUMBER
DESIGNED WDT ? TC TOWNSHIP 6 WATER LINES DATE: April 15, 2001 HORIZONTAL:
CHECKED KET ICE PROJ. # 1082-0022 1"=50' MdcC DWG NUMBER
PROS. eNC. Ker 5625 DILLARD RD., SUITE 117 WATER A REvAa oFl;r vnas ogre CARY, NORTH CAROLINA SYSTE REMSIONS p~~ PROS. MGR. KCE [phone] TER AND SEWER DISTRICT US HVff 70 DWG FILE # hwy70-6 VERTICAL:
~IYSTEM IMPROVEMENTS STA. 141+00 TO STA. 171+00 8

irOrf ~
1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL
AND LOCATION FOR ALL UNDERGROUND UTILITIE5 PRIOR TO THE START OF' CONSTRUCTION.
5b' 0 __50', 100'
SCALE: 1"-50` Horiz. ~ )
CLEARING LIMITS SHALL $E FROM THE DOT ROADWAY DITCH TO A
POINT 10' BEYOND THE CENTERLINE
0 US OF THE NEW 12" WATER LINE
o HWY 70 WBI„ TYP. ALL .LOCATIONS ( )
II
n II
w - .,r I ~ I MAXIMUM ALLOWABLE DISTURBED y
~ _ _ HINY - ECONNECT EXI5TiNG I I~ CORRIDOR THROUGH THE CHANNEL
~ _ _ 70 - - .,.r ESL. ~ W FOR II - ~ ATER SERVICE ~ n
- - _ - _ o._ RI IS 10 WIDE CENTERED ON PIPE. N CRDATAN PRESBYTE AN (I _ o m
- •.`r _ ~ - ~ _ cwuRCH ~ I - ~ r..
oasn~o r w~rot u+e - --~o I - - Z _ -FO.~. - - - - - - - --FD- _ w- - -
J tU = - ------------era- - ,
w~ U 5' OFF EOP MIN. ( ) t!1
~ _ - _ -
CLEARING LIMITS .SHALL BE FROM' ~ ` - _ . .
THE' nOT RGADWAY DiTCN T€3 A ( - ~ - ---a------ -
' NE 1 ` PCNNT BEYONp THE CENTERU ~ 1`r'1Op 8R 115'1 -~tt
t~' THE NEW 12" WATER`'IINE ' ~i - .~~-~-~,w » 20LF sIL"C I"EN(~ BORE AND JACK 70 LF. 20
(TYh. ALL I.DCA11flNS~ ~ w EA. ODE ] STEEL ENCASEMENT PIPE-
1$ LF 12 DIF' CENTERED UNDER 2# RCP ' R ¦ /iM ~ ~ R~ ~
CROSSING DETAIL E SHEET" D1 ~ - - - - - - - - _R wot~
~ ~ ren
L 108 LF RESTRAINED JOINT DIP
(4) 12" 45' BENDS
SEE CROSSING DETAIL A SHEET D1
Q V
t~=
;I ;
jp~ h: Tf !S
~;.i.>.
MAXIMUM ALLOWABLE DISTURBED
CORRIDOR THROUGH THE CHANNEL
I ' ~ S 10 DE CENTERED ON PIPE
D II
12" PVC WATER UN O ~ WA I I• TER UNE + (n=
.O _ _ ..FO.- -FO~.. - - - - - - - m
- ~
._...FO.~..- FO _ - _ F- _ - - - ,i
- ~w ~o - - _ - _ - t'y't.~
t ~ I"`T`D ~1 w~ 4
Qc~ ~ ~ ~G+/
~v~u~
J ~ ~ eS~, r
WI r Z ~.<:f 20LF SILT FACE 18LF 12" DIP :CENTERED UNDER CHANNEL
CLEARING OMITS SHALL BE FRtM~I z yf\, EA. SIDE SEE CROSSING DETAIL 'B' SHEET O1 ~ - -'~..,'..._-RAW ~
4J `THE DOT ROADWAY DITCH TO A ~~x~
{ P01 T t YON TH _ N 0 8E D E CENTERLINE' ~._._--R
_ - ~ - - OF THE NEW 12 WATER LINE ~,Y ~ f. ~k~f 23:~L' ~ '.tkfi~"
R/N~--- TYP. ALL LOCA110NS ~ -
,hti~r
~ A L8 ~ ~AQ G x M
L... ~~r~e~~ ~ ~~y~ °~i~.~ sf~'~;,f.,~:~'~x;~w z~~;;, ~~A~(r, 1 =~(;1 ~Hbrl,.~ . ,

DRAWN WHL SCALE CLIENT DWG NUMBER
DESIGNED WDT ~ NIVICM&CKEED T CHECKED KET ~ PROD. ENG. KE7 5625 DILLARD RD., SUITE 117 WATER iav.HO. oeswvnas ogre CARY, NORTH CAROLINA SYS DATE PROJ. MGR. KCE [phone] TOWNSHIP 6 DATE: April 15, 2001
WAmMR LINES HORIZONTAL: MCE PROJ. # 1082-0022 1"=50'
MdcC DWG NUMBER ATER AND SEWER DISTRICT US HWY 70
DWG FILE # hwy70-7 VERTICAL:
SYSTEM IMPROVEMENTS STA. 171+00 TO STA. 200+00 9

~ , ? ~>'~a i~ \ ,,y.--"'?RR.Ft!'.- - ...,,...-'---R!s'-~._.,,...y_._. _ , -.~mm~~~,+r.._.. ..,...~,........_.~.....,..~,,..,~,,,pmu wr eowq,~„n~--,., 5 ~ s: y.,ai
qx ya i „
? Y r, ,,.z
x~
83.
Y ~s^ ~a
t \ r~f~
f k~~~: •
Y~nfr. Y
o "
Y 12 MJ TEE
© 12" PVC WATER LINE 12" MJ GATE VALVE ~ 1TER LINE " "
u$ ~ 12 x6 MJ REDUCER D
O O • p . ~FQ «".»Fp ~ ..._F4.^ ~ _ ~-Ff~.- ~~.FO,,,,_ ,.-,r, F'~ ~.»Ff ~F t cn~ ..»«"R .»»"R»FO ~ .R»~.FO~RRRR» .R~RR ~ .WR~FO~RR WWIWR ~ ,,.R" ~F~ -FO.- ~ ~ O -FOR..R RR~RIA 0«".» Cr)
~ --_.T..~_~..~ :i t.a
`y ~ 30 LF 6 PVC
f~~';;~ e
W r~£a ~ r.w«««.u».........~~r. ~+~mmm y f ~ A.
V A ~vr
W • ~ CLEARING LIMITS _SHALL 8E fROM W NEARING LIMITS SHALL BE FROM ~ I"r'I THE OOT ROADWAY INCH TO R
THE DOT .ROADWAY DITCH TO A U1 POIN'C 10 BEYOND THE CENTERLINE PfNNT 10' BEYO' TH N ND CEN'1"~LI
'U OF THE NEW 12" WATER UNE. OF THE NEW 12 WATER LINE
~TYP. ALL LOCATIONS} TYP. ALL LOCAl1oNS
/W ~ ~
B i BLOiI~OFF ASSEMBLY
INSTALLED AT E OF NO?~I ROW. SEE SHEET DZ.
CONTRACTOR TO vER~r SIZE, OEPTH> MAI~RIAI.
ANO ~.OCATION FOR All UNDERGROUND UT~JTIES
PRWR TO THE START OF CONSTRUC110N.
L
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
r :x x ~~qaa of Y~ ' ;r , :

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us i-Mnr ~o - w~.
18LF. 12" 0.1. PIPE AXIMUM ALLOWABLE DISTURBED
~pl~p CENTERED UNDER UNDER CHANNEL Nf~ IN~ET M f 1 18 l.F. 12 D.I. PIPE SEE CROSSING DETAIL B SHEET D1 WANNEL ~ Ct~RIDOR 1'NROUGH THE CHANNEL
CENTERED UNDER CHANNEL MEET D1 ' IS 10 WIDE CENTERED ON THE RIPE, li
. 12" PVC WATER N SEE CROSSING DETAIL B SHEET 01 U E 1 I I
J II
I I . O ~ t N ~I _I
tf) ~ ~ R ~IYY £IIMIIIIWY
~ 0 ...,FO _ - - - _ _ I ...FO - - --.FO
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d I-- ~ ` ---FC+~•.. D
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W • ~ • rv 1Y1~. 4' ~
ING LIMITS SHALL BE FROM E DOT ROADWAY DITCH TO A ~ ,EA, SIDE ~ r ~ it ~ a~~3~,,,.,~},~.t„~-~«~ "~.r:..`"_".' s • ss
• X W 20 LF SILT FENCE EA. SIDE ~ RIW _W.__- POINT 10 BEY(?ND THE CENTERUNE~...-... ~ - , - CLEARING LIMITS SHALL BE FROM
(3 U} " ~ OF THE NEW 12 WATER UNE , ~ ~~.~.r ~ £v ~ ~ :THE DOT ROADWAY DITCH TO A R
„~,,._.r.R (TYP, .ALL LOCATiONS~ d _ ~ ROINT 10 BEYOND THE CENTERLINE Of THE NEW 12 WATER UNE - .w ,
TYR. ALL LOCATIONS ~'`R/w~-~--....
MAXIMUM ALLOWABLE DISTURBED
CORRIDOR.: THROUGH THE': CHANNEL
IS "10 WIDL CENTERED ON THE PIPE. ~ c ~0 0 ~,0 100
d
~
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r~
DRAWN WHL SCALE ULILNI UIYV NVMULK
DESIGNED WDT v_ ~T ` ^ /-~-~T~ T c ~ n n t,1 1 TOWNSHIP 6 WA-MR LINES DATE: April 15, 2001 HORIZONTAL:
CHECKED KET ~LL~~1V W MCE PROJ. # 1082-0022 1"=50'
PROS. eNC. Ker 5625 DILLARD RD., SUITE 117 WATER uv.Na oormvnws ogre CARY, NORTH CAROLINA SYST - o"~ PROS. McR. Kc~ g19 233-8091 M&C DWG NUMBER ATER AND SEWER DISTRICT US HVff 70
DWG FILE # hwy70-8 VERTICAL: SYSTEM IMPROVEMENTS STA. 200+00 TO STA. 229+00 10

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T1E IN NEW 8 PVC WATER LINE AFTER. TESTING AND DISINFECTION
I
f TING S RVIC CAP EXIS E E
UPON COMPLE110N OF » .EXISTING 8 NEW SERVICE LATERAL E) EX STl VICE T fix. I NG 1: WATER sER 0 BE ~
I WATER UNE AE ABANDONED llPflN COMPLETION 'f}F
_ _ - - - - _ EW B" GATE VALVE » - - - - NEW 8 PVC Ni w NEW SERVICE UNE ` _ - - - - - ~ - ~
` _ WATER LINE wv,.
_ _
I r i ,w
~Z / ~i ~ / ~ i , r` , : / ~ r,
90 LF 20" STEEL ENCASEMENT W 12 ~ ~ / , , , r; : > ~ i ~ ~ / ; i
~ ' SDR-21 CL-200 PVC CARRIER PIPE INSTALLED ~ ~ ' ~ ; ~ % ; ~ ~ ; , ~ ~ ~ ` ~ ' ~ /i / /ii ~ , ~ / , : , , .r r-
BY OPEN CUT AND FIELD LOCATED UNDER
FUTURE US HWY. 70 BYPASS EXIT RAMP _ I TO BE FIELD LOCATED, CONTRACTOR SHALL
4' -OFF EOP MIN COORDINATE LOCATION OF ENCASEMENT ~ ~ )P MIN » ( EXISTING 8
W/ NCDOT AND THE ENGINEER. WATER LINE
CAP EXI N 8" NE STl G LI s UPON COMPLETION OF
NEW T1E IN
» » 240 LF 20 STEEL ENCASEMENT W/ 12 U$ HWY ~ - WBL O
I p SDR-21, CL-200 PVC CARRIER PIPE INSTALLED
BY OPEN CUT ANO FIELD LOCATED. UNDER D
pp FUTURE US WWY. 70 BYPASS EXIT RAMP _ I ~ TO BE FIELD LOCATED CONTRACTOR SHALL _I
~ ~ > -f' Qn? COORDINATE LOCATION OF ENCASEMENT ~ O N m=
I y' .an 0 ~ V V ~ "~Fp W/ NCDOT AND TWE ENGINEER. ~ 70 - ~
~ ~ W O~
~rw~ rr~ err 'rr~ ~O yi/!X/N3~xa~ :rss ~rwr ..ter .,~Owrfr~ : 3yY~i j~si s b ~ s' ~!Y~ h~'~" vT %
u t."~ _ _ _ O """"'"'FO y
~ PP 1 ~ ' R $~J f FS sr / ~xa r h.. /.3 ,~v,
~ / ~zh ~i
W pp ;~j h"",
CLEARING LIMITS SHALL BE FROM "Y"~rr-v~~,,,,,~
F- THE DOT ROADWAY DITCH. TO A `ii
Q _ NT 1 '...BEYOND TWE N ~ _ POI 0 » CpJTERU £ CLEARING UNITS ShIALL BEFftOM
~ "`"""`""'OF THE NEW 12 WATER DINE 12» ;PVC WATER L~lE ~ TYP ALL LOCAT1t~iS ( ~ ~-R/W TI•IE pt?T ROADWAY AITCH TO A t3 p
POINT 10 BEYOND THE CENTERL~IE -
x R ~ , - -~----~--1 OF TI+IE :NEW 12":.WATER UNE h ..~7~ / z ~ z (TYP. ALL LOCATIONS) .f, r ,~..;t~
NOi~
coNTRACTOR Tn VERIFY STS, DEPTH,
AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR In THE START OF CONSIRUC110N.
_ _
f3', ~f N : 'fir
a > > ~x u , Q ~ ,
6 J/~~
E~ EXIST B WATER UNE r
M M I 8 x 8 TAPPING
v,~at VALVE
Y~. I » D
EXISTING 1 WA SER CE TO ~ 90 BEN
EW 8" PVC ABANDONED UPON L'~DI~Pi.IT1ON t~' 8" .DIP TYP. I ~ )
WATER LINE NEW SERVICE LINE 1 Z GATE VALVE
» EW 3/4 SERVICE din » TER.:: E 12 wA
FOR EXISTING GATE VALVE
HOME?, N
- TIE INTO EXISTING '8 WATER ~ _ ~ ~ _ LINE AFTER TESTING AND
_ , ' << EXISTING ' DI~NFECTION . EXISTING 8" WATER LINE I I
~ :gin,,- GUARDRAIL: _ / I
' i~ r./ , , ~ ~ / , , , ~i~ %i~,~ I ~ 1
I
~ / ~ j i, w- _ ~ ~ , i I
, " E BETWEEN £ lAY NEW 8 LIN s~ ~ , - - - - - 12»x 6 tEE
o GUARDRAIL AND EDGE OF ~ _ " - J I ~
lf} PAVEMENT I L
» NE 4 SEPARATION BETWEEN EXISTING 8 WATER U ~ / ExxnNV WATER LINE
PON PAVEMENT. AND GUARDRAfI p TO BE ABANDONED U 1-- » ~ ~
~ W COMPLETION OF NEW 8
Mt,tJ LINE CAP EXISTING 8 LINE . Z ai' i'
UPON STARTUP OF NEW Q I
i- LINE ~ ~ ~Q - ...I
» I t7 i BORE AND JACK 70 LF. 20
W 60 -I _ EL ENCASEMENT PIPE t!1
Z (M 0.280....WALL THICKNESS) „.,.FO-
J w "-r r " _ g, ' "^FO~- 12 PVC WATER LINE ~ r'r'I Z W 7 LF OF 12 PVC ~ , ~ ..,..--FO fil
~ CARRIE IPE 0
~ ~ r F RI -i
e I~~r ~ ti. D-- --f0 -f0---'-"".r.Q ~ i'rl~'
, /a yi/ i I
: `fix, , ' ,,,~y h, s~, ~ ~ ~ ~ y ~ ~k~,r s ~ as I_ , try
.r. ~ c, ; r SILT FENCE ~ t7a!`` t3~_
' I ~ Pm ~
# c I ~ - Q oRAVa /w I FIELD LOCATE EI~STiNG 8 : WATER R
~ ~ I ~ UNE :AND .CONNECT TO NEN! 1
LIMITS SHA > SILT FENCE t~EARMIG LL__BE FROM TUCI(ER CTIONAL ~tE 1_"'" WATER UNE.
THE :DOT ROADWAY DITCFI TO A r.
POSIT -10' BEYOND _TNE CENTERIJNE
OF "1HE t~W 12" WATER LINE /W TYP. ALL LOCATIONS
~I { ~ SCALD, 1 "~5n' lH~~t•r.~ ~ _
CLIENT DWG NUMBER
J V f1l.L
DESIGNED NOT v_ ~ TO CHECKED KET DATE: April 15, 2001 HORIZONTAL:
MCE PROJ. # 1082-0022 1"=50'
MdcC DWG NUMBER
aROJ. ENG. KEr 5625 DILLARD RD., SUITE 117 WATER AN FER AND SEWER DISTRICT US HWY 70 ~ DWG FILE # hwy70-13 VERTICAL:
Rcv.HO. o~rnas oA,c oA,E PROD. MGR. KCE CARY, NORTH CAROLINA SYSTE REVISIONS - - [phone] oYSTEM IMPROVEMENTS STA. M+W TO STA. 366+00 15

xrr^~. xcr naearvc¢~~+rarrr~~wrrsr+.ce~rr~:%ac~roa~rrarzremrm.. -m~,ca ~ wr~xr s^~rratt~;m~r rorn•-aa,n Tra,~rroru?xewrwra-*rn ..•~n~r•'c~aw~wre:~^r+nwsra^r~r°ro~¢+~M ~rr>"+..sw~r ~ fN './CWR3 ~ ~„<2-r~~»,^y~ramYt~^5^~~rw~w.,_a. .pr^^sw,yK.Zy,..,ay.~^hxrty .....«"xCS.w^3
- M EXIST„ 8 :WATER UNE
/ ' I 90' SEND
'I
I 8"x 8» TAPPING »
12 GATE VALVE SLEEVE & HALVE
I
l
I
I
I
" _ _ 12" x 8" TEE 12 PVC.. WATft LINE
I
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I ~
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L
» 80RE AND` JACK 60 LF. 20
» I STEEL ENCASEMENT PIPE
I FIELD LOCATE EXISTING 8 WATER » I (MIN. 0.250 WALL ThIICKNESS)
LINE AND CONNECT TO 12 ~ » WATER MAIN I W 60 LF OF 12 PVC CARRIER PIPE
? r I I
~ ~ 6 x 6 RCBC US ENVY 70 - WBI.. I L 0 II D
-I II n
I II N
4 ~ I O 5 OFF EOP (MIN.) I 0 --F0 i t~1
I 1. + ~ 2 » rw~ II l~ 12 PVC WATER LINE --FO m
U3 HWY 70 - ~L I d' ~ ~ . --~FO / I
p1 ~p ~ - --F4-- - ~ ~ I ---FO f~ rr~ O
? ~ ~ a-f'p- - - - -gyp- - - -~Fp- - ~ ---FO 64 Ex~D ~ ~ GO UNDER 24" RCP ~
. I - --F6-~- D SEE CROSSING DETAIL C , SHT D1 - - - N
d t~l SILT FEN I ~ ; - - - - - - -1T FIELD LOCATE EXIST S» WATER :UNE _ (~1
W SALT FENCE to ~ 2 ~ TEt. _ _ - r r 11 AND CONNECT TO 12 WATER UNE - - / ma
W r ~ ~ ~ I I _ - - ts• RCP = . ~ . -I co 1173 - _w.- - SR _ --r~_ - - - -
I _Z I,,,~ T ~ ~ R/W + - _ - -
W SAN4Y RUN I ~
th ~ Tv ~i~ ~ J ~ DROP.. ~r ~ ~
U ~En III o/~ H (SEE., SHEET !~3) p~,va - =RAW TRANS o
/w~- - ATE'"" ts' ~ ~ o NOTES
~ ~ ° T T RI RI ~ 1.CONTRAC OR 0 VE FY SIZE DEPTH, MATE AL o AND LOCATION FOR .,ALL UNDERGROUND UTILITIES
~ g CLEARING LIMITS SHALL 8E FR4M, + PRIOR TO THE START OF CONSTRUCTION.
THE 04T RDA4WAY DITCH TO A ~ 50' 0 50' 100'
POINT t4' BEYQND THE CENTERLINE' ~ M
1 " WA N 4F THE NEW 2 TER Li ~
TYP. ALL LOCATIpNS ) SCALE: 1"=50' Horiz.
L
p

I
O ~tOP MtET
' 14 OFF EOP (MIN.) II I I
' N I I
O W - -~'p- _ ,,,,,r ~ 12 PVC WATER LINE uNE IIN »
--FO ...{p '+-f0 II 10 OFF EOP (MIN.) D
q c~ u Ta, II II --f0 ---f O- - p- ~ . t7
F- I I II '-FO'" - - --FO-- ~ ---FO (n 2
~,ll n1 r
- mZ
Z rn
JW W _ - ~~i cn
2 _ =moo- m
_ _ - RSA - - - ~ mb
w ASPHALT D - - ----~R~W - - - _ _ ASPFIALT D/W w - 15`RCP ~ - _ _
~ ? TEL R "gyp" ~ w - - _ `L ~ 15" Ra
PED ASPHALT D/11 E%1.47MIC FIRE NYDR~WT _ 0 0 - w w w w N F ~ - R~
- ~ PED
DRDP.;N&ET ~ WA'R;it" lAr~ 0
I
1 15Q' 0 ~Q' _ ~ 00'
L_ SCALE: 1"=50' Horiz
CLIENT DWG NUMBER
DRAWN MML ~)U/ALL
HORIZONTAL:
DESIGNED WDT ' ~7 /~~E T T CHECKED KET ~.J ~ WATER Al TOWNSHIP 6 WATER LINES DATE; April 15, 2001
MCE PROJ. # 1082-0022 1"=50' M&C DWG NUMBER
PROJ. ENG. KET 5625 DILLARD RD., SUITE 117 XER AND SEWER DISTRICT US HWY 70 DWG FILE # hwy70-15 VERTICAL;
SYSTEM IMPROVEMENTS STA. 394+00 TO STA. 422+00 17
REV. NO. oEsawras oere CARY, NORTH CAROLINA SYS~ REVISIONS ' _ _ DALE PROD. MGR. KCE [phone]