20060235 Ver 1_COMPLETE FILE_20060210

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Charlotte-Mecklenburg Utilities
Attn: Mr. Barry Shearin
5100 Brookshire Blvd
Charlotte, NC 28216
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
April 19, 2006
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0235
County: Mecklenburg
Subject Property: Windy Gap Road Water Main Extension
Lake Wylie [03 0 804, 11-(122), WSIV B, Ca]
NO WRITTEN CONCURRENCE NEEDED
Dear Mr. Shearin:
You have our authorization of exemption from the Catawba River Riparian Buffer Rules [15A NCAC
2H.0243] for the purpose of extending the Windy Gap Road water main as described in your
application received by the Division of Water Quality (DWQ) on February 10, 2006. After reviewing
your submitted information, we have decided this impact is an exempt activity in accordance with the
Catawba River Buffer Rules [15A NCAC 02B .0243] and does not require written authorization.
This authorization is only valid for the purpose and design that you described in your plan sheet. If
you change your project, you must notify us and you may be required to send us an application.
Requests for appeals of this decision shall be made to the Office of Administrative Hearings. If you do
not accept any of the conditions of this approval, you may ask for and 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, 6714 Mail Service Center, Raleigh, NC 27699-6714. This authorization 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 the Catawba River Riparian
Buffer Protection Rules [15A NCAC 2B.0243]. Please call Amy Chapman at [phone] if you
have any questions or require copies of our rules or procedural materials.
S'cerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
File:060235 WindyGapWaterMain(Mecklenburg)CBR
401 OversightiExpress Review Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] / Internet: http://h2o?enr.state.nc.us/ncwetlands
r?"?`hCarolina
'Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled110% Post Consumer Paper
20060235
LandDesign ® _
urban design planning civil engineering landscape architecture
February 8, 2006 F@[I6W19
FEB 1 0 2006
Mr. John Dorney
NC Dept. of Environment and Natural Resources DENR-WATER QUAUTY
Division of Water Quality WETLA OM08TOM MATER DRM
Parkview Building
2321 Crabtree Road
Raleigh, NC 27604
Re: 8" Water Main Extension
Windy Gap Road
LDI PN 1005390
Dear Mr. Dorney:
Please find enclosed one (1) set of construction documents for the extension of a public 8" water main
along an existing state road (Windy Gap Road) in Mecklenburg County, North Carolina. As we cross the
boundary of Lake Wylie and as required by Duke Power Lake Management, we respectfully request your
review and approval of this utility extension. Attached with this package is the appropriate Application for
Line Crossing within Lake Project Boundary for your review.
Please do not hesitate to. call me directly should you have any questions or comments or should you need
any additional information. Your assistance is greatly appreciated.
W rm t egar
evin W. Vogel, P.E.
Partner
LandDesign Charlotte NC
704.333.0325
cc:
Kelvin Reagan, Duke Power
?^ Q

223 North Graham Street
Charlotte, NC 28202
V: 704.333.0325
F: 704.332.3246
www.LandDesign.com
"\0 Washington DC
Charlotte NC
Pinehurst NC
Asheville NC
Tampa FL
NashvilleTN
LAI 005390TOCSTORNEY-020806. DOG Beijing PRC

2 0 0 6 0 2 3 5
DUKE POWER
LAKE MANAGEMENT - EC12Q
P.O. BOX 1006
CHARLOTTE, N.C. 28201-1006
1-800-443-5193
F@ffl. 9WR
FEB 1 0 2006
DENR - WAl'Ek Cifi1 f l y
lIiET1AND8 AND STORAIVIWTER BRANCi1
Application For Line Crossing Within Lake Project Boundary
Please type or print, and fill in all blanks. If information is not applicable, so indicate by
placing N/A in blank.
L . Applicant Information
A. Company Name Charlotte-Mecklenburg Utilities
B. Mailing Address 5100 Brookshire Boulevard
C. State, Zip Code Charlotte, NC 28216
D. Telephone ( 7o4 ) 399-2221
E. Name of Contact Person Barry Shearin
H. Location of Proposed Project
A. County [State Mecklenburq County, North Carolina
B. City, town, community or landmark Steele Creek Township
C. Creek, cove name Lake Wylie
D. Directions to Property by Road South on Windy Gap Road (SR# 1581)
from Dixie River Road approximately 25001.
M. Proposed Use Of Project Area
A. Is the proposed use of the project area for an electric transmission
line No , distribution line Yes , telephone line a,
cable television line No , or other line crossing?
If other, please explain. Public water main extension
(Charlotte Mecklenburg Utilities-CMUD)
B. Is any construction (excavation, trenching, right-of-way clearing,
shoreline stabilization, etc.) proposed within the project boundary?
If yes, please explain.
Directional drill to install 811 watermain. Dixie River rand om?nan??
will install watermain and donate to CMUD. Contact is Marty Davis at
704-716-3900.
Line Crossing Application Form Page 1 of 3
REV 2
4/30/2002
C. Are any structures (poles, towers, pedestals, pads, guy wires etc.)
proposed to be established within the project boundary? If yes,
please explain..
No
IV. Description of Line Crossing.
A. Line Voltage 0 - 0 N/A , 0 - Gnd N/A
B. Conductor size, phase N/A , neutral N/A
C. Width between conductors; . N/A
D. Minimum clearance at maximum sag from full pond elevation
Of N/A ft MSL to neutral conductor, N/A
phase conductor N/A
E. Attach a registered survey drawing showing the location of the
line crossing, the line crossing right-of=way extents, project
boundary location with respect to line crossing and elevation view
displaying the minimum clearances from the full pond elevation.
Clearance calculations shall be certified by a registered
professional engineer.
F. Indicate projected construction start date and completion date.
5/06 - 8/06
G. Minimum clearances as required by the N/A edition of the
NESC is N/A and the U.S. Army Corps of Engineers
guldehnes iS N/A
V. Explain why it is not feasible to keep this line from crossing the
FERC project boundary.
No alternative, feasible alignment to extend public water for this area.
Line Crossing Application Form Page 2 of 3
REV 2
4/30/2002

VI. Permits
A. List applicable local, state, and federal agencies notified.
Charlotte-Mecklenburg Utilities, NCDOT, USCOE, US Fish and Wildlife,
NC Department of Cultural Resources, NCDENR N Wildlife Resources
Commission, Lake Wylie Marine Commission
B. Attach copies of any permits and/or letters or correspondence and
responses to comments required by any local, state or federal
agency.
C. Describe any public notices issued. N/A
VII. Describe how the proposed crossing would best serve the public
interest.
Provide public water to properties in area.
VIII. Applicant shall provide two copies of the completed line crossing
agreement with the Professional Land Surveyor's and Professional
Engineer's certification documents at as-built phase.
Line Crossing Application Form Page 3 of 3
REV 2
4/30/2002
~ D ~
LEGENa I!7 !ES:
~;GNSTRUCIlON AND MATERIALS SHALL BE IN ACCORDANCE N4TH
I ASPHALT DRIVEWAY PROFlLE ~~~T''~- ~ ) CHARLOTTE-MEGKLENBL~RG '!?i'..!lY DEPARTMENT STANDARD ~P~±.IF~ICATIONS.
BRIDGE _ _ _ _ 2; THE CGNTRACTOR !S FULLY ;zESPONSiBLE fOR CONTACTING ALL.
BUILDING - ~ - ~4PFR0?RIATE PARTIES AND ,ASSURING THAT UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT Or CONSTRUCTION. CALL NC ONE
I ~~~~r - ~ I _ _ CALL AT t-800-832--4949 FGR UTILITY LOCATING SERVICES 48 HOURS PRIOR 7U OGMMENCE:MEN7 GF ANY WOP,K. THE CONTRAC70F
C~HEGK DAM STD, 6.53 SHALL VERIFY THE LOCATIOGI AND DEPIJi OF ALL UNDERGROUND UTILITIES PF.IOR 7G CONSTR!~C?;ON,
CONCRETE D IVEWAY (PROFILE) ~ ~ t ~ 31 ALL SHORING SHAil HE .N ?~.t,CORDANCE TG D5HA TRENCHING
I CURB kGUTTER _ ~ ~ ~ ~ STAFdDARDS PART 1926, $U9PART P, AS AMENDED TC DATE, 4j 'lie. C%N;RACTOR SHA!1 CO rRDIPdATE TRAfRIC CONTROL M A "F'`
DITCH, t~tEEK OR BRANCH _ W1T1 41CDUT. kNY NEOESSAE'r LA^!E CLOSURES SHALL F ' lhE GUIDELINES OUTLINED iN TriE MANUAL OF UNIFORM
CONTR^u= DE`ACES ANDjCR C.f'.G? 'NGRK AREA ?RAFFiG
ECG OF PAVEMENT - ~ ~ coNTRGL HANOaooK (W..A.T ~ H.;. ZQp6 5; IF 7HE PEOPOSED WATER !a.AIN iS `NSTALLED WITHIN 12" IN ANYFE.~ ,._.,.J
EXISTING FIRE HYDRANT - Y bIREi;T!OPu ('JER?1CAL1.Y CR HGR!7ONTALLYj FROM A G.AS 1"AIN- n~E CONTP,A.CTOR SHALL CONTRt;f PIFDMQNT NATURAL GAS WATEkUUr~1.~TY
EXISTING GAS MAIN -c-_-_-. COMPANY A7 7~'}4-525-5595 ANn INFORM THEM OF ?HE D~.NR STORM~?~~BRA?~
I _ s,--- - EXISTING GAS SERVICE - - - ! iN S TALL AT!~JPJ, y~~tkS AN0 ~ ~ 6; ALL NJATF.R MAINS SHALT. BE INSTALLED WITH A MINIMUM OF 36" OF
t r>'y'Rt? 4ND A$ SHGWN, UNi ASS ~::,THERWISE APPROVED B',' THE ENGINfrK. 7' ['~i)C?ILk' IRC-N PIPE (RED BRASS f JR WATER PiPE~ REQIIIRE.D f~GR
EX{S11NG IRON PIN WA;trk L'~NEC !E THE FOLI_pV11NG CL,PARANCF.S ARE NOT MF7~,
EXISTING ~ SANITARY SERER -SS - 'N.A~R LINE GR0551~iG :iNDFR SEWER (FOR ANY CLEARANCE} - ~~F" VERTICAL FOR WATER 11NE MSTALLED ABOVE SEwEP. UN't.
EXISTING SANTARY SEW:R MANHOLE - - 'rJ' ' ~CRIZONTAL SEFARATOPi FOR WATER LINE PARA~FL TG 5FWER
EXISTING WATER MAIN - -----w------ '!Nl= (rJR 1R.° vERPCP.L SE~'ARATION tN SEPARh?} DITCHES`, TOR ivA1ER LINES, 17_" CLEAP.ANCE WITH STORM ORAiNS: FrA.S MAINS.
EXISTING WATER OR SANTARY SEW:R R ~t=LEPHONE DUCTS, AND UNDERGROUND CABLES. E~` i;GN''nAC''GR SHALL P,DJOS? VL±IER LINE AS NECESSAR't iO 5~!'S1G
C,^~N~ LICT WITH EXISTING UT':LiTiES
EXISTING WATER SERVICE 9': 1-ii~E Sh~=1i'~, ?E SvR 9, 7_UD PSI PRESSURE RATED. f'::; ~!iRUST F.I.OCKS SHALL BE INS?AJ.ED AT TEES, BENDS, EI.OW--0FFS, Eel'
EX1S11NG W41ER VALVE PFR ~Mli;) tiTANDARDS AND SPFCIFIC4TIGNS.
FENCE LABEI TYPE .--~--x__-x- (
GAS VALVE _ . o
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GRAVEL DRIVEWAY /PROFlLE Nc cNECa_~ I 1 ~ ~ ; ""~5~. Yii; CMG ~ I
GROUND (PROF1l.El - , ~ _ , %
GUARD RAIL - _ ~ T_ z- ! ~ ~ ~;s~ ~ ~
6~~ 494„ _ - _ , - i,-_ , MARSH - lil"' D~.~nACE ~ ~
~ PROJECT I I ~ Y _ ';1 I .u«! ~ HDUNDAR,
OVERHEAD ELECTRIC _ GHE------- s. ~ ~
PIERS _ __LI _ ' ' ~ ~ i ~~,I. L-~__ l dee53.C ~ ~ ~ ~ ~~._m.,
POOR POi.E W~GIIY WRE r ij y ti v 1~ ~\I}. 'y
„ONSTRUC114N S~~'ALL BE IN ACCORDANCE PROPERTY LINE _ - _ F V~TH AR . M K N RG UTI TTY t l r PRNA7E ~l `
CH LOTTE' EC LE BU L ~ , ;
PROPOSED AIR RELEASE VALVE - DEPARTMENT STS' DARD SPECIFICATIONS. 1W ~ '--a~ D~ ~ SP0~7L Y s ~ ~ ~ ~ / ~ Fly ~ ~A7p . { ~ ~ DIfltE h R17, ua
PROPOSED FIRE HYDRANT Y
PROPOSEDg SAI~TARY SERER . yq HO1QR I,W'_ ~
PRQPOSED SANTARY SEER MANHOLE ~ } t ' PROJECT f ~ I ~ SITE ~ ~
PROPOSED WATER MAIN MARKED EVERY 100' ~ ~ ~ 6~ c /
~ ~ ~ ,A 14, ri 't \ ~~9 u3 ~ i ekK
PROPOSED WATER METER LOCATION / A ~ t ~ ~ !
PROPOSED WATER OR SANTARY SEW:R R ~ ~ -.s--~- r t
PROP05ED WATER VALVE ~ ~ ~ u
RAILROAD ~ ~ ~ I~ i
~e4° ~I I I ~ ~ ~ ~ ~ /5~0 1 I I
RIP -RAP ~ Bee r ~ _..s<'.:.:.~
ROAD/STREET RIGHT-OF-WAY ------R/w VCUAf! Y1P
SEDIMENT FENCE SLT FENCE S1D. 6.62 ( ~ NFU 'll) SC9i,E
SOEW4IK ~InE; ~ i ~Ij 1 ~ ~J
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STORM DRAIN WTH CATCH BASIN OR DROP INLET _ - - t 't ~ ~C 't +C +S ' END 8" V'eATER MAIN ~ ,~1'~''+'~~T'~4~'ar>;d b ih 1i~J ~2,~°k~r ~ 1 I (STA, 1 ~ ~ i8; f i ~ t
STREET SIGN - y- I S l
TEMPORARY DIVER~ON STD. 6.20 - _ _ _ _ _ _ _ - ~ f~,
v ~ ~ ~ ~ ~ ~ ~ 1EMPORARY SEDIMENT TRAP S1D. 6.60 ~ I ~a PROPOSED FH
r< TEMPORARY STREAM CROS~NG S1D. 1 - T ' r~ v ' , ~ ,
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TOMER LINE - - - ~ ~ ~ ~ ~ ~ ~ K i C ~ r~ ~ 1 `A•
i TREE - ~ ~ ~ ~ ~ ~ . ~ ~ I 4.+ ;.!(5,.21 1 ~ ~ '
( UNDERGROUND CABLE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i PROPOSED 8'` PVC ~iA7ER MAIN ; INDEX OF SHEETS
UNDERGROUND ELECTRIC ~ / 'r i i j
pd
UNDERGROUND TELEPHONE - _ - - r_____ ~ ~ SHEET N0, ~IE~IP~,Q~ I ~ I
UNDERGROUND IELEV190N CABLE - _ ~ i > t COVER SHEET
~ ~ r ~ 1 w w ~ ~ WATER METER PERMIT SHEET I ~ 2
SWM BUFFER _ _ - _ - _ _ _ _ ~ ~ i i I ~ 3 PLAN ~ PROFILE STA. Odr~O TO ~~F
i ~ f 4 ~ ~ ~ ~ PAN d~ PROFILE STA. T~ I 4 L
TOP OF BANK _ _ ~ r I ' 1 ~C'> irk" , 5 PLAN ~ PROFlLE STAa
I EASEMENT LINE _ - ~ r % ~ , r,,F L'• ;'r ~~~,'£R Lw:^iD COMPANY, LLO
COMMUNTf ENCROACHMENT LINE - _ _ _ _ _ ~ ~ ~ f / 'N~ ~p 1~ i i! ! A.. .d9 PG 2.`.~
Fl00DWAY BOUNDARY ~ ~ 9~ ~ O?3 13G89 P;, 911 f ll i ,13312b1
~ ~ EX. FLOODPLAIN BOUNDARY - - ~ j S ~ ~ ~
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FIiIURE F1.OODPLA! BOUNDARY--------__.__. 1 ~ N , ~
' STREAM SDE ZONE _ - - i LAKE WYLIE ~ ~ < ' }
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i H r~ ^ ~ 1 ~ ~ -I-r4~ - C -i WENDY ` SWEET ~ ~t +t w w , -.-'i~ ~K~h.AI~, ~ ~~L.L i MB 199 P, 39 w ~ r p
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~rl~`I~_' J' I ~\i ~ L1.iC ' PROPOSED 8 PVC WATER MAIN i i V I I`~ I ti?!1lii tt)~
r : ~I ~ ~ % n - ~ , ~ ' ' 6801 LF 'i ~ ~ y ~c ^s ` ~ ~ ~ l~p~~ f i*`
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I - PROPOSEQ 8"' PVC WA R MAIN ~ ~ - - _ ~ m . _ - _
v,._ _ _ - ~ 41~ LF ~ ~ - WINDY _ _ _ . ,o..~~, ~ ~ _ _ _ SiJMMARY OF WAT£R l~AiNS ~ , ~ ,
~ ~ R ; GAP R 0 ONN T T X. AD C EC O E R. f . I ~
~ T~`1 ~Y~ R - , c~ EX, 8 WATER MAIN- #1 ~8~ i , , _ , ~ ~.TEM S ~ E ~ R'~.,. 8 WATER MAIN ~ I
~ CMUD JOB X100-04-026 > 1 ~ - , W +v ~ K F ~ ~ DiX!E Rf~f.R 44AIC . SIZE ~ LNGTH 5~~~ ~ r ~
I _ _ , ,~'~i~ NAR~~OTTE: (i YES ~ i N0: NiE ~ I ~;P , m, 1 ~ a v ~ ~ ~c ~ ~J~~;, ~ pl ~ ~at1
i ~ DIXIE RIVER LAND COMPANY, LLC ~ .___LL ~....~w.., .
,;I`~~_PvG,~l~v ~~~>I~ I Y, ~,I-~~~~~~ I I ~ ~ I ~.1 iae i9s c PROPOSED $ HDPE WATER MAIN 08 13089 PG 911 - _ X44 %4" ~ P1o. 199zs1Da 1 N/F 42Ot LF ~ ~ ~ ~ ti ~ LAKE YVd°!.!a~ ~ ~ ~ c," 4;%l? x 1 HOPE ~
r CITY OF CHAR~GTTE `
„ MB 199 PG 25 DE 14349 P@ 146 Y ~ ~ ~ ~ ~ ~ T NO. OF FIRE HYDRANTS:
j , P;D, 19925114 ~ TO AL .__:--.-~i
N.T.S. ' ~ ~ ~ P JECT NAME: i~~ r' " 'e"~',~` - _ RO ~ _
JOB N0:
DATE OF ACTIVATION:
By AS BUILT; By
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APPLICATION FOR PERMIT FnR WATER MAIN EXTENSION 4
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PRO. OSED 8 WAI~E_P M-- 9 ~.q D
PROJECT NAME: A~~N ALONG W~NL?Y GAP ROAD
rMUD PROJECT NUMBER: 4
d
PROJECT DESCRIPTION: f
1,199 LF - 8" PVC WATER MAIN Wif~~DY GAP RC7AD~ rC~AD _ _ _ _
420 LF = 8" HDPE WA TER_MAIN SWING Y GAP RDAD~ ?OAD
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DESIGNED BY FIRM: LANG'DESIGN G'VC_-___ - 4
ENGINEER: KE~~1N VOGEL, i
_ . _ _ _ t. v s
ADDRESS: 22S ~"~~~'''~-~''h !~??AHANr S1REE,'
/-y ~,J , , , r
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p (704) 376-777? HONE: ~5f r_.___._.____..~_~....~._._._...._._-__. _
THIS APPLICATiC~N IS MADE UNDER AND IN FULL Ar;~CRn ,~„H ,~n.~;G~~r,~S ru,A%TC
GENERAL STATUTES, AND SUCH OTHER STATUTES AS REl_A~i~EC TC "fit ~-~US~IC vVATER SYSTE'~ 'ATE R SY~TE':? ~I:'i_iG ~ = , "F_~
AUTHCR;TY TO ISSUE PERMITS FOR EXTENSION OF Ih'~',.~F~~~' Pr1AIN`.~ PURSDANT Tp 15A NCAC 1$i ~ ~ - 5A NCAC 18C.18~1. i~1E i-~~_ >F-.t
- ~ THAT NC S!Gf~l!FICANT CHANGE OR DEVIATION ;ROM T!~E PLAfvS AND SPECIFICATIONS APPROVE )NS APPROVED BY CMUD Wi~'_ ~cE ;MADE WfTHOUT
THE V,~PITTEN CONSEN? AiND ~APPRGVAL OF SMUT; OR ~,TS AUT!-In~~~,7_ED REPRESENTATIVE. A P fATIVE. A PROFESSIONAL ENGINEER LICENSED
TO =RACT~~C~ !N THE STATE OF NORTH CAROLINA SHALL SUBP~~i ~ STATEMENT REFLECTING TI EFL.E~-TING TNAT ADE(~l1ATE ~~F~~~k~~AT~i~P,
DURING AND UPON COw1PLET10N OF CONSTRUCTION INDICATES THAT CONSTRUCTION WAS COME ~N WAS COMPLETED IN ACCO~?D=~~"'~ 'tti'~~~`i
APPRC~~lED PLANS AND SPECIFICATIONS.
PERMIT NO.
APPROVED: DATE: _
BARRY SHEARIN, P.E., CHIEF ENGINEER
CHARLOTTE MECKLENBUP.G UTILITY DEPARTMENT 'TMENT
5100 BROOKSNIRE BLVD. S
CHARLOTTE, NORTH CAROLINA 28216 g#
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223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 ftttttti~Ti1!`~"`
PHONE: (?04} 376-77?7 FAX: i?04~~ 376-8235 a,_
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ENGINEERING V DI ISION
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Scales ALONG W/NDY GAP ROAD
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1 ~ , I ~ i I 1' ~ i I i ~ ~ ! I ~ I I I I I ~ i_ ~ ~ I I I ; I
i ; _I I , ~ ~ i i ~ ~ i 590 ; F°; I~~ I f I i i S~
I ; i i i it - ~ ~ I i . _ . m..~, .
I ~ 1, ~ E E I i I i i E. GA,E ~ ~ W ~ ~ I ~ , I i_ ~ . I . ~ ~ _ _ --t-- - ---r-- T ' r r i~ ,
0 I I I ~ I i I I_ I +-_-i-_I i I - ---r--t-i---~-- I I i i _ - - ~ - - - - 0E AEI ~ ; ~ I ~ I I_ NOTES: ! ,
I I ~ I ~ ~ Y -F__.-r.__,. - _ _ - _ I - - ---r-- .r _ _ _ is { ~ I- ~ 1 CONSTRUCTION .AND MATERIALS SHALL BE IN ACCORDANCE WITH - i I I - ' I I ' i ~ ' i~ ~ ~ I I I ~ W' I I I _ I ^ ~ , . ' _ - , _ _ ~ _ _ _ ~HARL OTTt-MECKLENBURG UTILITY DEPARTMENT STANDA,Rr~ i
I ~ ~ I I I ~ - i I t I ~ I ~ I I , 1- ~ ~ ~ SPECIF!CATiONS.
I ~ r - - - _ - T-- ; I I _ ' I _ ' A. 'i_ f "
R p 8 F 8 V AT MI . I ~ ° ' ; ' ( I -j 1 ! _ 2} THE CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL `i. I , , I - -f-- - _ APPROPRIATE PARTIES AND ASSURING THAT UTILITIES A,RE LOCATED
i II , , 8 I T.00 0 T. fi _ I ~ I ~ r ~ _ I PRIOR TO .HE COMMENCEMENT OF CONSTRUCTION. GALL NC ONE.
I I ~ I I i ~ ~ ; CALL AT i-800-632--4 4 F R I IT I ~ I~~ I 1 I ; I , I 9 9 0 UT L Y ~OCATING SERVICES 48
i i i I i i I - _i_____ ~ L_~___-, _ . _ HOURS PRIOR TO COMMENCEMENT OF ANY WORK. THE CONTRACTOR
i - - ~ --1 - - - I _ I I ~ - - - I _ ~ i_._.._.__ _ _ _ ___r_ _ _ _ ' ' _ SHALL Vtf~IFY THE LOCATION AND DEPTH OF ALL UNDERGROUND I ' ~--I-- - - I f0i a i
I i ~ I , I I I I~ i I i ! I i I _ _ _ - ~ - - - --w-- ~ - _ - -t---!- fi - - - I I I UTILITI~S PRI,. R ,0 ~_.ONSTRUCTION. I
I , ~ ! I ~--1- ~ I 580 ~ ~ I ~ I ~ ~ I } ~ , ~ I , ~ 3, ALL SHORING ,A~L BE IN AGCOR~.ANCE TO OSHA TRENCHING I ' ' ~ ~ ~ ' I~ 6~i I I I I I STANDARDS FART 1926 SUBPART P AS AMENDED TO DATE. I
i i ~ ~ I i ~ ~ i I - I I I ~ i I, i I I ' i C I ; ' I ~ ~ ~ I I ~ ~ , I ~ c r _ a~~
i- ~ - - - _ I I I I I i ~ ~ i ; I I ~ 4} THE ~,CPvTRACTOR ~HriLL COORDINATE TRAFFIC CONTROL MEASURES I; ~ , I 1---- ~ _ ~ I, - -~.-.-I WITH NCDOT. AN'Y NECESSARY LANE CLOSURES SHALL FOLLObV I I
I i I ~ ' I i I I I ~ ~ ~ I I i ~ r _f _ i ~ ~ I ~ , f l L I s j l ~ ^1 ~ r= ~ I C-, r: i n ' ' ~ THE- c,~~ID~._IN~S U!iTL~NED IN THE MANUAL ~F UNIFORM TRAFFIC
I I I ~ , ' ~ I ~I ~ - i ! CONTROL DEVICES AN T D OR C.D.O.. UJORK AREA TRAFFIC ~ _ _ _ J _ I ~ CONTROL N,AIvL)BOOK I W.A.l~~.
I I I I i ~ I I i t ~ I i i , i , -a - ~ I j I ` U ~ ~ 1, I
i__. ~ I ~ + __~'~---t _ - I - - - - _ I _ - - I I, I i ~ i ~ ~ ~ ~ ' _ __t_._. 5 !F THE PROPOSED Wr1TER MAIN IS INSTALLED WITHIN 1?° IN ANY _f_._. I } ~ ~ I I I , i
, - - - ~ - ~ --f- - _ ~ _ - - - - I ~ I ~ ~ _ ; 4i ~ L_ I I DIRECTION ('~~`ERiICALLY OR rlOR17.ONTAIl.Y' FROM A GAS MAIN, - - _ - J y!
i 1 I I I - - - - - i r- _ _ ' ~ I ~ ~ , I I ~ THE ~_.ti:N,PA~~_•TOR SHALL CuNTACI PIEDMONT NATURAL GAS i I_ I I I - r I•--
{ I I r + t i ~ I ~ i ~ II ~ ~ I I ~ ~ - - - , ~ I ~ ~ ~ r-1 t,OMPAN`' AT 704 5'5-5585 AND INFORM THEM OF THE i ~ , ~ ~ i
~ I ~ ~ - - _ . t-- . ~----~-----r--1-~ --f- - - __4 I ---~---1- - - - - I I I I 1 ~ I I ~ ~ I I 1 I ~ _ ' - f _i.. - ..I~ IN,,TAI_~AT~Uf'd. _ ; , ~ i~ ~ I j ~ ~ I ~ j I L~ I I 6 ALL N1A1E~ MAINS SHALL BE !NSTALLED WITH A MINIMUM nF 3 i~F ,
i ~ ~ I i ~ i i - ~ - - - - , - - , ~ - -r--~- _ I I ~ i ~ 1 I ~ i ~ i ~ i I --I---I-._._~---"- - - - - - G - i _ _ ~ . ~ ~ I i I i COVER AND AS SHOWN, UNLESS OTHERWfSE APPROVED 8Y Tf ~fv ENGINFEF ~ ?
-1-- - -I--' - - - i - - - I t ~ rt- ~ _ . _ _ ~ r_ , ~ - 7} DUCTILE IkON P1PF RED BRASS FOR 2" WATER PIPE`, REQUIRED F~Ok L_~-_ .
I i i ~ I I ~ 570 I I I i fi" -T ~ i ~ ~ j I ' - _ WATER L11•dLS _IF THE FOLLOUJING C:LEARAi•1CE~ ARE NO~r ME1_ j
1 I 1 I I ~ ' I I _ ! 1 ) I WATER LINE ~',R~;,SING UNDER SEWER )R ANY :,~FARANCE} I :
~ j f ~ I i i ~ i ~ I 1 i i i ~ 1 ' I ~ I _ ' ~ , -f-- - - - -t-~ -I-- - + - 18' VER fiCAL FC~f~ WATER LINE 'NSTALLED ABOVE: SE'~dLf~ LINE ~ ; i ~ ~ I I _ _ '
j i ~ i I I ~ I I ~ ~ ~ ~ ~ I ~ i ~ ~ - -1- t I~ ~ I ~ I I I ~ ' I I i I t -i I_ i---1-~- - - lU Hi~RIZONTA~ >FPAR Ti0 WA, `•R a I ~ c~F~iG~> - I ~ A N rCR T~ LINE P~RAL~EL TG .~,_h~ ~ i_ _ ~ ~ ~ ~
I I I I ~ I ~ i i I ~ ~ I i vE~~, , iCAi_ ScPARA .ION IN SEPARA I~.- DITC;F11_,~l ~ , _I____ ~ ~ _i__.L I. ! -I---f---
1 ~ I I I I ( ~ ~ I ~ a ~ I ~ I ~ i I i ~ i _I I ~ I I 1 ! i I • ~ -FOR 'vVATER LINES, 12"' CLEARANCE WITH STORM DRAINS, GAS "~IAIN``~. 1 i ~ ~ I I
' ~ - - - - -I-- 1 i I - - i - ~ , - - - i 1 i i I ~ I I i j i i I ~ __r..~-~__T_~ _ _ ; _ _ . _..i_-- TELE~JfiONF. DUGS, AND UNDERGR(i'._!NC: CABLES, + I ~ , ~ ~ T
I i ~ . I ' ~ 8 CONTRACTOR SHALL ADJUST tiNATER LINE AS NECESSARY irJ AVOID
II I I I ~I i I ~ ~i I ; 4 _ I - I - I ~ i - - I -~--f-- --I I I I ~ -t- ~ ~ ~ ~ ~ N~ UTILITIES. I I I ~ a CONFLICT WITH EXISTI I ~ I _ ~_I I ~ ~ - ~t__ ~fi + -~--rt--fi - -r-
; 7 i i i ~ I - 9 HDPE SHALL BE SDR 9, 200 PSI PRESSURE RATED. A fi_- ~ ~ ) t ~ ~ ; ' . _ I ~ I ~ 10 THRUST B~~~_OC!tS SHALL BE INSTALLED AT TEES BENDS BLOW-OFFS T,,. i
- I ~ _ ---r-_ i I ~ 'i I I I I I ~ F9 E R ~ ~6~N A t ~ ~ I ) r_ ~ I ~ ~ I I~ I I I p p ~qi In S n~ ~ I I , A I AIDI ; ~ E~~ G, .,TAN,.AR.:S AND SPEC~FICAT~ONS.
I I I I i ~ ~ ~ ~ ~ ~ - Y i i
I I w r i _ _ I I ~ I ~ E 1 4 - - - _ I ~ I i ~ I ! i { - - i ~ 1--; j ~ I I ~ , 1-- } , ~ ~ L - - ~ -L i
560 i ~ I ~ ~ ~ ~ I ' ~ ~ i I , i I - I - T" ~ _ _ _ _ _ ~ - ~ I I I ~ I ~
C~ 00 1 +00 ~+00 3-00 4+00 ,~~~wM~ 4+0o s+oo s+oo
~
~ - . ,~l=NGY F. SWEET ~ ~ _ I
I I;~~ 199 PG 39 ~
DE ?986 905 i
~~G. 19939122 \ . EX. SS~IH \ I
RIY: 580.99
I fNV: 551.99
8 5 1 S.R ~ L
OAD . pR y GA i WIND o • ~ I ~ ~ '
RW ~ _ 6 ~ - ~ IX. 15 CPP IX 15 CPP ~ f
- ~ INV: 57 , 7 INV: 574.06 _ 8 0 mod' i ~ t
~i- PROP 8 BUTTERFLY ~ _ ~ - . I I
STA. 1+00 _ _,r I . . - PROP. 8 x8 x8 TEE
~ - _ ~ ~ _ ~t~ ' STA. 0+27 ~ . - - - - ~ / W
i ~ - ~ o ~ ~ _ , ~ m W 8
~ PROP 8 BUITERFLY ~S~NG _ STA. 0+15 ~ - ~ ~ s2 _ ~ to ! ,unnu
---p _ ~ GRAPHIC SCALE IN FEET ~F IGjlr
gip- - EXISTING EOP I r ,~,f.~"" O . ~ ~ W ! 4 ~ ~
. I ~ 1Bf~l IN UP ' , ~ ~ - ~ PROP. 2 A.R , _ ~ I ~f 40 80 I ~'s - ~ I .
EL• 601.51 O ~ STA 1+67 EX. 15 RCP O NAVD _ 88)_ INV: 585.78 CQRPORA?7 ~ _ H . , VERT. 4
PROP. 8" CAP, 2" TAP, ! _ o
AND 2° BLOW CFF ~ ~ UU , . ~ - `EX. 15° RCP 1 • R ~ - . ~ EX. 5 CP 7~! OU INV: 585.38 INV: 58261 ~ O ! %4
f I _ ` EX. 15" RCP
it INV: 58289 3' OFF FUTURE _ - i ~ ^r g~ I o~~~ f OFF FUTURE FUTI)RE ~.IJRFs-~ (p ~~+~lii~~~~~r~~s~
eoC (TYP.) . , ~ . _ „ s „ EX, SStrlH eoc o
EX. BLOW OFF _ - - PROP. 8 x8 x6 TEE RIf~1: s6217 12' oFF EaP TYP, _ - 41 LF OF 8 PVC WATER MAIN , , t ' oFF eaP {rrn.} ~ .u.
„ NV: 558, 6 W 6 GATE VALVE ~ ~ puu it
Y A S A. 2+17 FIRE N DRANT T T ~+,~~,~h^~~i 0~ ~4 I ~ . Y ~P
• REMOVE EX. BLOW-OFF A Y. EXISTING R W EX 8 BUTTERFLY W I E`J 51Q . "e NG R W E o; ••o~
9! z ~ o
• ~ AND CONNECT TO EX. ,8 EX. 8 WATER MABI n CMUD JOB ~ r' ~ o 0 ' ~ I\
680 LF OF 8 PVC WATER MA1N - WATER MAIN AFTER SUCCESSFUL i Na 1ao-o~-oa~ - _ ~ c~ I
STA• 0+00 TO STA. 6+$0 TESTING _ AND SAMPLING O I I ''•,F E4. • 1 Q .NAME.-
1 i~ ~ ~ ''%!N p.
r„.__ 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 l~a~lltllUq~~~e
1 PHONE. [phone] FAX. [phone] I~' ~ er.r.,.~
VILLAGE AT BUCKLAND - ,i
UNDER CONSTRUCTION t C H K C ARLO TTE ME C KLENELJ
SEE PLANS PREPARED ` 1
- BY ND ESI N 1 LA D G
N;~ ~ ENGINEERING DIVISION N,
1 CITY OF CHAR~O?TE CH.AR'~OT T E CHARLOTTE, NORTH CAROLINA
C p ~ MB 199 G ~5 99 PG 25
DB 14349 pG 14~ X49 PG 146 °
P!D 199~5'~ 10 IL i F 19 ~ ~ ~ 1 ° CALL NC ONECALL. yob No. ale No, PROPOSED 8 WA lER MAIN
I~ DIXIE RIVER LNn:, „OMPANY, PLC I BEFORE YOU DIG Scale=_ ALONG W1NDY GAP ROAD
MB tgc oG ?5 PLAN 1 =40 i
- f ~~;1R 1 ~~IRG ~C 011 1
80Q-632-4949 PROFILE Hoc 1"=40'
PID. 19925104 [i AVDiD UTILIT`( DAMAGE » ~ t Vert 1 = 4
WINDY GAP ROAD S.R. 158
I STA. 0+00 TO 6+00
As Built Date 3 ~ -7
I
LDI RAK RAK KW`.'' o Date Py Revisicr, Surveyed By Designed By Drown By Prolec'-En; NF~,rwed B}

..1.- ~ r t_ II ~ { I ~ { ~ I : ~ d n.,. : , ~ - - - - - i _ . I ~ _ _
I i i I i { I ~ I ~ I I ' ~ I Ifi ~ I I I I i t i - i E I - E ~ -f-. E c
I ~ I I ~ ~ i t 1 I r I ~ i i i I ( I, i ~ T II - - - - - i i ~t ~ Tf- ~ , I I
7 I T ~ ~ - --F-- ~ - I i I --f- --F_ i ~ i ! ~ i i ; ! ~ - - I
~ I i ~ ~ ~ I I ~ I _.r r_-__ 1 - , . , s~. 1_ ~ , --r- - - - - - - - - E_ - - I _i - ~ : I ~ i, I ~ ~ ~ ; _ _ ~ _ _ f. ~ _ ~ _ - : I ~ I '
I I ~ ~ ~ I i i ~ I ~ I I ~ ~ I ! - - . - - - _ _ . - I ~ ! ~ -t ~ 1 --r rt t t , I ~ _i _I ~ i 1 ~ I ~ t - I I i x
1 I rt 590 ~ I ~ ~ ~ I I i : - _ ~+,7
s i a ~ I ~ ~ ! ~ j ~ ~ I i I I ~ ~ ~ : ~ i I
I~ ! ~ I i I I ( ~ i ~ { 1 ~ ~ I I ~ ~ ~ I I c I ~ I , I I ' i 7---H ' I I ; r I I i I I ~ ~ I ~ I 1_ i ~ i ~1I I ( I ~ I I ~ ~
I ~ ~ I ~ ,
~ I I ~ ~ ~ I ~ I I ~ I ~ ! I I ~ I I i I t I ~ ; I I I a _ I , I i ~ ; I I ' i i ; I r _ - - - , I - _ ~ _ ~ ~ - t-- y. i ~ ~ I !
: ~ ! ~ ~ 1 ~ ~ ~ ~ i! ! i ~ i ! I I i ( ~ , ~ ~ ; i - _ - _1.._ I I I a I I _ I I f I
- - - - - - - - - - - - - - - - ~ -a I - -1-- 1 I I ~ ~ , -t- ~ I ! { i ~ ~ i ! ! I i - , i ~ ~ ~ ~ t ~ ; ~ l- _ l_ . ' i_ - I I
--~--r-- - , - -t- - - - - - --~---.j_~ : I ~ a~ ~ ~ I I ! I I ~ - - - ~ I i G i , , I ~ ! ,
I ~ ~ I ~ ~ I t i I _ I - - - - - - ~ - I ~ ~ ~ ~ ; I~-._1_-;- I__~__-- i I i_ ~I ; I i i I;
~ ~ ~ I I ~ ~ ~ ~ ED S~ F8 P l -1-- - - - --a - - - I ~ i ~ - _ 7 ~ ~ ~ r I P I S ~ ~ ~ i ~
fi ~ E D~ S~ F IZ ~TA~L r ~ -f I ~ r' ._..T-- - _ .-_.a_.--1 I ~ I T I ~ i ~ , AL i ! I ~ i I i I ; ! I , ~ r i i - i ~ ~ i
- ----r----~-- - - - ---~----_1_ i i ~ ~ 1 , - _ i__ - - - - - - - I-_ _ -f-
fi I i I ~ ~ I w _ DRC/ NL DILI G i, ~ r fi L ~ ~ I , ~ ~ ' ~ I I ~ J ~ I ~ ~ I I ! I ~ i ~ I I 1 ~ _ _ . _ . i - ~ --1-- ~ ' ~ ~ - - - I J ~ I i ~ ----r ~ ~1~i~ ; ~ ~ - - ~ f ~ -F---~---~- _..__-j __t-._.. .
580 i ,z T 1 + 0 i I ' i I ; ~ ~ ~ ;
i I ' ' ' ~ ~ ~ ~ i ! I BGN'U F8 DE.ISALD I I , : I I , I I ~ E I i i 4 i ~ ~ ~ i ~ ~ E I i I ;
! i V HR NA IETI KILN I ; ~ ~ , i ----T---~-- - : i i ~ ~ ~i : i j ~'I, h i
N ~ ~S. , E ~ T _ _ ' ! » i I - 1) CONSTRUCTION r^,ND I~',ATERIALS SHALL BE IN ACCORDANCE WITH -.t_- i
r ~ I ------L- - - -r- I I I ~ E 1 RP , I ~ i ~ , , - - ;--~--r - - - - --1- rt--4- - ~hAR' ~JTT't- PviE~r~LEfJBURG UTILITY DEPART"~1ENT STANDARD _
f I n ~ i ~ i~ A t1 ~ ~ SPECIFICATIONS. I ~ _ _ i _
~ ! O ~ ~ ~ ~ ~ ~ ~ ~ ~___l.: -f-- , - r _ _ _ - ~ ~ ~r 2 THE CONTRACTOR !S FULL Y RF~P ~ R I I ~I ~ i i ~ ; ) ON~IBLE F01, CONTACTING ALL
~ ~ ~ ~ ~ , I_. I ~ - _ 1-_-,- _ - APPROPRIATE PARTIES AND ASSURING THAT UTILITIES ARE LOCATED '
I! ~ ~ ~ E. 4 R P! E. 4 C ~ i i + . ~ _ - - ~ - - - - - - - i -I- ~ --r- r f ~ 7 , I _1__ ~ _ I i_ _ '__1._ ' ' ~ j _ ~1 °RIOR TAD THE COMMENCEMENT Or CONSTP..UCTION. CALL Nf' N I - ~ - - i O E -
a ~ 4 RC ! I I CALL A T i-SCO-h3"-4q^ ; p i ! i '~5 I R>AD' ; ~ ~ ~ ,,~9 FO„ ~T,,_,T~ ~OCATING SER,I(,~., 48 _ : ~ - ~ I - -
1 ~ ~ I ~ I ` I ~ Q i I ~ I ~ ~ - - --r~ - ~ , ~ - - HOURS PRIOR TO COMMENCEMENT OF~ ANY WORK. THE CONTRACTOR } - i I I~IP ~ , - - ~ E : , ~ I I ' I i SHALL VERIFY THE LOCAT'~ON AND DEPTH OF ALL UNDERGROUND : I _ ' Tom- _.1~
- - ~ - , . _ - . , U I!L~ I IES +'R! IR I U I~ON~TRL IC;!ON. ~ _
i i ~ ! I ~ I ~ - ~ I ~ 1 I I ~ - t fi-- t + - - - - - ~ i I I i, ~ 1-~ j -Mil . ! I I l B F I I I - 3 AL SH A ~ i I ~ , ~ - , -r-- I n L ~'V' r ; ~I i " - ) ~ ORIIJ~' SH ~ BE I A.,OORDA,JCE TO OSHA TRENCHING
: ~ I, , 570 ~ ~ i , E , STANDARDS PART 1926, SUBPART P, AS AMENDED TO DATE. I _ ,
: I , ' I I ; ~ i , I I 4) THE CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES w
1 I I - - - - ~ ~ WITH NCDOT. AN'Y NECESSARY ' A: ~ SI n ~ ~ ; , i ~ NE DLO.-JRES SHALL FOLL„W ;
I I ~ I I i ~ I i 1 2 I I I I ~ ' 1 - ~ i- I ~ I ~ ~ 1-. i i i ~ I i _ , _ _ - - - THE UIDEu,~f S ~UTLINE~~: IN THE MANUAL OF UNIFORM TRAM : 4 J , . , :
{ C ~ I I i I i ~ I I _ _ i _ _ I ---1-- _ ~ - r- + - - - - ! ~ ~ I I i I ~ ~ ~ ~NT,.0~_ ; I ~ ~ ~ DE CE.~ A.~D; _~R C.D.O. T. WORK AREA TRAFF;~~, '
I ~ ~ .1 ? I ~ r I I_ ~ I ' I i i i { I - - - --1--- . - . ~ - - - - - a-__.I_.. - { ~ , < i ; ~ ~ - - CONTROL HANDBOOK (W.A.T.C.H.). -I I T ~ I T t- ; ~
~ ~ ~ ' ' i I 1I I : + i I I I : - ~ 5) IF THE PROPOSED 1hJ:~.TER MAIN IS INS i ALL.ED WITHIN 12 IN ANA' ~ I ~
_ _ I I I ~ t ~ ~ ! ~ ~ I - - -r ~ ~ ~ ~ DIRECTION (VERTICA.LLY OR HORIZONTALLY) FROM A GAS MAIN, _ ~ _ _ ~ - - L,_ - I_ ,
~ ~ i i i ~ ~ I ~ : ~ , {--1-- -1-- C; I+ !P 0;., 6 D L F~ C W T R AI ~ I I -r-}~- I ~ ~ } ~ ~ ~ ' ' I ~ I ~ THt ~ONTRA~~TOR SHAD ~~ONTACT PIEDMONT NATURA '=A`~ + I ~ _ i ) L , -C-',-?--,,~ ; - - i E - - , _ COMPANY AT 704-525-5585 AND INFORM TEJEM OF THE
~I ~ 1_.-_ I ; _ WSTALLATION. i
I _ -i . I . -I' i I 7 1 f ! ! j I I I - , ~ E ~ I I _ 6) ALL WATER MAINS SHALL BE INSTALLED WITri A MINIMUM OF 3F~ 1~IE ~
~ - I - ' - ~ --I- I L~ ~ ~ ~ i ~ , ~ i i 7 ~ ; I COVER AND P,S SHOWN, UNLESS OTHERWISE APPROVE[ THE ~f~G~~N E.K'. i
i I ~ ~ a I - -i----~ ~ , - i --t- i ~ - - I ~ i i ~ i ~ ~ I i ~ ~ i ~ i _ P0.4 8L P C E ~~N _ ,I 7 DUCTILt IRON PIPE ~R~D BRASS F R VVAT R ~ R - 11R=1~ ~ ' - - + ~ - - - ) ~ 0 E . PIPE. . E0~ , ~
560 I ~ i ~ I ~ ~ ~ ~ I I i i ~ ~ S A 1, 0 T T . 1 f 8 ~ ~ wA.ER SINES ~F TAE FBI ~ ~ ~ r ~ ~ - : ~ OWING .,LEAR.AN.,ES ARE Nv. ~U~F I. ~ 5~ I
I ~ ~ , I i j ~ ~ j ' : I I I ~ i i , ' ; ~ I -WATER LINE CROSSING ND _ , _ ~a _ - i ~ ~ I , U ~ ER SE DER JFOR ANY ,Ltw .P .NCE.) ~ I ~L
--,---I-- rt ~ ~ -t- r I ~ , ~ 1~ i : : -r-~ j I - ~ I ~ i - 18 VER.I~~AL FOR JvaIER LINE I~SiA~LED ABOUt SEWER 1INL { I ; i ~ ~
~ I ~ ~ 0 4 0 L F ,P A E - I--- _ I ~ i I i , ~ ' i t-- !-~---L-{---~---- r- - ~ - - 10` HORIZONTAL SEPARATION FOR WATER LINE PARAIIEL T(` SEWER ' -1- _
~ I I i ' I I I ~ ( i - - ~ i _ _ ~ _ ' _ I i _ _,.I ~ - 1 ~S A L D ._V A- H R Z N A 1. F . T NA_ R L N I I ~ ~ I ~ t I t r I ~ I ~ ~ ~ ~ ' i 1 I I~ I LINE OR 18" VERTICA~ P i T n r~ ~cl ~ ~ , ( ~ SE ARATON IN SEPARATE ~I...HE~, , --fi- , - f ~ ;
S A o s~A. ~ ~ o~ I I ~ , _ _ _ ~ -T--r I , - I _-j-_ ~ ~ i ~ 'fi -FOR WATER LINES 12° CLEARANCE WITH STORM DRAINS ~,A M ` i i ~ ~ ~ S ,A..N~. - -F--- -i-- ~ i >v~ - _
~ i i I ~ ~ i ~ I I i , I TE~EPHO~~E DUCTS, AND UNDERGROUND CABLES. ~ i ~ ' ~ ~ i
_ ~ - I ~ ~ ; ' 8 ~01JTRA~T~R ~NALL ADJUST WATER LINE AS NECESSARY TG A JOID ~ _ r- - i I ~ I ~ i ~ I j CONFLICT WITH EXISTING UTiLITI -
: ~ : { ~ i ~ ~ I ~ ~ I ~ ~ i I I i ~ I , i ES. --~--t--~ I -~--;--I- _ - ~ - ~ - 9) HDPE SHALT BF_ SDR 9, 2b0 PSI PRESSURE RATED. i
I I ' ; ~ I i I ~ "NAT R- ~ ~ ~ TI E 1 : 0~ THRi,ST ~ K ~ INSTAC~ED r. ~ TEES BENDS BLOW-~ F`;
I I ± ~ ; ~ r~ ~ l i I ~ i i I i I ~ I F'I ~E R~ ~ : I Q L A ~ i ~ D ~ ~ I I ~ - ; PER CI~,gUD STANDARDS AND SPECIFICATIONS.
- - - --r---- - - -.t _ _ _ - i I- , r--± - -r--, - ~ I I - ~ , S O IZ. i 1 ~4 ~ --t ~ - i._ _ I ~ : I i ~ ~ --r _y _ : , I
_ + 1 ' I ' I fi ~ I ! ~ ~ i ~ I ~ I ~ i i ~ I ~ i I,
f 550 ~ ~ , ~ I I i I I I ~ . ~ ! I i i 550
C+00 7+00 ~+00 9+00 10+00 +oo ~ ~+oo ~z+oo ~~+oo I
h
NOTE:
c~ DUKE POWE R LAKE MANAGEMENT MUST BE NOTIFIED ;
WHEN CONS TRUCTION /S INITIATED AND COMPLETE.
~ ~
i I
I ~ , ~ LAKE WYLlE i

~ ~
o i~,
o ~ ~
~ ~ c qA
~ ~ , s~® o q®
~ ~ ~ ~ ~ ~ ~denunaarq
~`a ~ EXISTING R W . r: ~jA j ~,````~~sI~1''n,,
, , ~ ~ v,~ v~, v,, r ~ ~ r i I n t ~ ' ~ ~ ~ ~ ~ F ~ ~e F ~ F S , ILA ~YELI_. '1 I 0~ ~ sir `a ~i
~ \ S ?.~E ~ 1 3 PG 31 ~ ~ ~ ti GRAPHIC SCALE IN FEET i
~ JB 16954 PG %64 'Y 0 40 80
~ SSwIH r I~~. 1 i 3311 G1 RIMI: 574.88 ~ ~ C I _ S
INV: 554.86 ~ p ~k ~ 0 ~ ~ l HORIZ. VERT. 4 ~
- . kF 1 iii,/ P~ey"'°~` ~ X aaa?tiava++ti~
u kisT DL 48 RCP ~ iti~ INV: 565.86 0
680 LF OF 8 PVC WATER MAI c ~ O ~ ~ .
~ ~ki Fp ~ ~ ~ STA. 0+ TO STA. 6+80 sT ~ Ez. az° RCP 00 i 0 uwa'yr i n S k,~
~ ~ INV: 585.96 » . i F 0 i . 'S'a~.lf.,
BEGIN USE OF 8 HDPE PIPE INSTALLED Ex. 46 R~ f INV: 565.97 ` s 0,, po ~ ~
~ p \ VIA HORIZONTAL DIRECTIONAL DRIL~~NG ~ ~ ~ ~ ~ ~ ti o F
\ srA. s+BO ro sTA. ¢oo ~A INV; 566.30 F ~ o ~ ; _ ;ALL NC ONECALL ~ 21184
FUTURE CURB ~ \ 0 ~ ~ i3EFORE YOU DIG i •
420 LF OF 8 HDPE WATER MAIN ~ I~ ~ '~FMCtNE~?;.~
~ ~ ~ ~ ~ ~ ~ / ~ ~ "Y In ~ ~ ~~i sic
STA. 6+80 TO STA. f l ¢00 ~ . ~ _ - EX. 48" RCP °+b.. ~ ~ ? ~ ~ _800-632-4949 `<<<ua ~~pe ~f,.,l~' / AvOID U11LI7Y DAMAGE 223 NORTH GRAHAM STREET CHARLOTTE, NC 28?_02 a1a! .~t,t~' /I / PHONE. [phone] FAX: [phone]
INV: 565.65 ! ? ~ Vii.
~!F
J / C O C I BU ~ / EX. 18 RCP
EX. 42 RCP 3 OFF TUTU E _ ~ ~ / ° R ~ ~ / INV: 574.20 »
INV: 565.50 BOC (TYP.) _ ~ ~ ~ - _ f _ _ - _ _ ENT 478 LF OF 8 PVC WATER MANN \ ~ - "tX. GRAVEL DRIVEWAY
N /F 12' OFF EOP (TYP.) , ~ STA. 11 +00 TO STA. 1578 ENGINEERING DIVISION
CITY OF CHARLOTTE ~ ~ i ~ ~ ~ ~ ~ ~ 1~1B 199 PG 25 tr N,~F a. 18 RCP i CHARLOTTE, NORTH CAROLINA x~E ,tR LAND COMPP,NY, l_I." E
DB 14349 PG 146 ~ INV: 573,41 ~~iB 199 PG 25 _
EX. 48 RCP pID. 1992.5110 INV: 565.38 TBM IN UP DB 13089 PG 911 / „
EX. 48' CMP EL 571.13 PID. 11331201 ~b No. Fle No, PROPOSED 8 WATER MAIN
~ ~ ~ INV: 566.29' ~ (NAND '88)/ i Scales ~ ~ - ALONG WINDY GAP ROAD
~ END U~ -END USE OF S NDPE PIPE PLAN 1 "=40'
~ e wYi l END U! END USF OF HP~R/7DNTAt DIRFC nNAI nR~h
rru ~i rr ~ ter`. , , y \ TA. 11 +00 PROFILE Her. I =4U
STA. t Vw V* 10 I S 1 - Vert -4 WINDY GAP ROAD S.R. 158 1? s' ` 4 NO =4'
STA. 6+00 TO 13+00
I As Built Date
L LDS ;AK RAK KW`,'
t Wo Date By Revision Surveyed By Designed By Drawn By Project-Enj Appro red 8 y atz

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i I ~ - ~ --r - ; - ~ ~ ~ i ~ i ~ ~ ~ ~ I ~ ' ! , E ! ! ~ ~ i I ~ i 1 I ( ~ I . I t _ _ - t -t I I - I r ~ - - , I I i I ' ~ I 1
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i i i ~ ! I ! - + _ _;__-1--_- I i ~ i L ~ ; ~ ~ I
- - ~ - - ' ~ a , - - - ~fi ~ ~ I ~ ~ i ~ ; I I , ~ ~ ~ ~ I i I l ~ ~ I I I I I ~ ~ I' ~ i t ~ ~ I I ~ ) I I ~ ~
- --r---~--~- - -fi - - - - i - - , . x - i i i ~ i I AE E. G i s X I ~ I ~ i ! I I I , ~ l - - ~ _ _ ~ -i--- - -_i-. _ t _ j ~ _
I I i I I - - - - - - t- --r - ~ ; I~~ , i ' I ~ i 1 I ~ I ~ ! I I ~ i I I i _ ~ ~ i ~ i - - I I ! _ ~ I ( i - ~ I ~ _ ~ - --t- -t _ ~ ~ ~ 1 I I ~
: 1_ - I ~ . ~ I i -j- _ , - ~ - _ - - } r - i_-_ _ - ~ I I - ~ I I _1_ ~ I i '
~ ~ ~ ~ I I I ~ ~ i i ! , j i ~ i I ~ - - ~ I- } - i i I ( i , _ I i ~ i ~ I I ~ I i i I I i _ i r i _t-. __.r_.__.._ I _ ._.._j-_._ ,.I _ - I ~ I I
i I ~ ~ I i I ~ i i ~ II f j ~ ~ - - - ~ --f-~- - ~ i I ! i~ I ~ I I ~ ~ ~ ~ I I ~ I
I _ , - - _ - r- ~ ~ I I I I ~ ~ - - - i ~ , - I I I I i % I I ~ i I I r ~ I
I I I ~ ~ I ~ ~ ! ! ~ i 600 I ~ a
I ~ i ' ~ i ~ w , 1 ! - - i I - ~ ~ i ' _ - I I I - - - ~ - - - ~ - - ~ I ' I i_ ~ i i I I i ...i_ I_.. _ __-..__.I i ~ I I --r r { 4 .L - _ _ I
, I ~ ~ ' i I i _ ~ ~ I , I ~ I I ~ ~ ~ I, ; NOTES: I I ;
- - f : ~ - ---r-- - I 1 ~ i ~ I ~ ~ ~ ~ I I ~ , i ->I_ I ! , ; ~ l ~ ; _ i t I 1 JN~ I R~JC !!ON A~JD MATERIA i I ~ ) LS SHAL~_ Bt IN ACCORDANCE WITH I ,
i i 1 _ ! I I _f _i_ ~ _1 ~ 1-- -I-- - - _ I ~ I ! ~ I , - I--{-- - -I--'---f-- 4-~- =I--~--~- ~NAR! QTTE-M~CKLENBIJRG UTILITY DEPARTMENT STANDARD i___ ' i ~ ~ ,
i _ _ I ~ I _ i - _ ~ ~ I ~ ~ I I- i ' ~ i SPECIFICATIONS. i
- -1- -I - - - - ~ . _ _ ~ , 3 IN. ! _ _ ~ I ~ - ~ I I ~ ~ ~ ~ I ~ i ; ~ ; _ I ' i I ~ ~ I ~ ~ ~ I ~ ! I i I ~ --1- 2) THE CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL I _ . _ I APPROPRIATE PP,R ~ T
: ~ I - - - - - - ~ - _a -1----+- r , i I -fi I : i I i ~ I : i I I - - - - ~ - I TIES AND ASSURING THAI UTILITIES ARE LOCATED F I I I ~ i ~ I I ~ j ~ i ~ I I I I 1'1 ! T
L ~ ~ _ _ ~ ~ ~ - _ I I PRIOR TO SHE ~,~.,MMENCEMENT OF CONSTRUCTION. C,4LL NC ONF ' , I _ , . r_ ~ - I ~ ~ I + - ' ~ , I ~ i i ~ ~ T 2- ~ I
I ~ j I I ~ ~ i i r-b3 4949 FOR UTILTY LOCATING SERVICES 48 i II ~ ~ ~ I I I i I r 1-- . , - ~ - , HOURS PRIOR TG COMMENCEMENT OF ANY WORK. THE CONTRA,r
: ; i I ~ I ~ ~ ~ I ` i i I I I ' _ . _ - _ ~ _ I _ _ _ _ SHALL VERIFY 1NE LOCATION AND DEPTh OF ALL UNDERGROUND - - - ~ _ ~ i . _ i_ ~
! ~ it ( i I I ' i ~ i - _ i' ~ i I ~ i i i I UTILITIES PRIOR TO CUNSTRUCT!UN. _ ,
i --t - ' I '~~-i- - ~ - 3} A,LL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING < < I i T I . ! I
~ ' ~ I 90 5 ' T I 1: STANDARDS `T'ART 19 ! S~Q I 26, SUBPART P, AS AMENDED TO DATE. i ~
LsJ i ! I I ~ ~ I. _ : ~i __s - - - - - _ -r-- _ - I ~ I i - 4) THE CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES - __r -r--~ ~ ~
- - - - - ~ --t ~ t i rt- I ~ ~ ~ i- i ' ~ - ~ ~ WITH NCDOi. ANY NECESSARY LANE CLOSURES SHALL FOLLO'vV I
I' ~ j I ~ _ - - ---r--- : - ~ " - ~ ' I I I ~ ' I - - - I ~ -a--- _ THE I hi ~ c i I - - ~ CJ D I ~ r ~ } -~--r --r ~ ~ EL OJT~INED IN THE MANUAL OF UNIFORM ,RA.F~ IC
I ~ ; 1 I r ; i 1 ~ i i i ~ ~ I ~ ! ~ I ~ ~ 1 I ! i ( r ! I i i CONTROL DEVICES AND OR .T i -~-1___ ~ ~ C D 0 NORK AREA TRAFFIC ~ i i I ~ i, i i{ CONTROL HANDBOOK (W.A.T.C.H.).
j I I i i ~ ~ 1 I I~ ~ f _ - - , - - I ~ ~ ~ ~ - I I L_ _ - - r-a----~-- i % . __I a--;-- r - ; ~ - 5 IF THE PROPOSED WAT i Iv _
i 1 ~ t~ I ~ ~ ~ i 1 , i I , i I ~ i i ~ _ I ~ ( i I i ~ ~ I I , ~ ~ ~ ) ER MAIN IS INSTAL~ED WITHIN 12 IN P~t`, ' I i ~ 1 I(----` - l I' DIRER ~ J RTI Y "TI~N~= ~ ~,cl,~
_ L.-~I~- - - -t-- i i ' ~ i, I~ I i ~ ~ P i I i -l--- - - ; - - ~ t ~ ~ ~ ~ L CALLY OR HORIZONTALL FROM A ~A~ ,4AIf~l, ! ~ ~ ~ I THE CONTRACTGR HA P I ~ i" c i I~ I ! T t I i S LL COJTATP MN N,
I _ I _ ~ ~ i ~ _._L._.,' i - _ ~ ~ _ ~ ~ ~ -r-- ~ ~ ~ I ! I i ~ ! ~ ! I ~ ~ I ---~~----a--- _ ~ _I _ - _ _ --.~.__.I _ - - _ C ED O T NATURAL ~ i ; I I r ~ I ~ I fi L t --T ~ COMPANY Ni X04-525-5585 AND INFORM THEM OF THE. I
I, ~ I : I I ! I ~ ~ -1_- ~ - ~ ! - ~ ~ ' - ~ ~ - ~ --j-~-- j ~ ' i _..__a_. - I i- iN$TALLATION I - - - - ~ I -t- , r -r-_t - i i -t-- ~ I
I I ~ , ~ ~ ~ ~ ~ ~ i 1 I ~ ~ - ~ - I ~ - I ~ I I i i ~ , _ 6) ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 55" +
: C0+/ER ,ANJ AS SHOWN, UNLESS OTHERWISE APPROVE.;. : F F~~ NF E'~- I I T i ~ i ~ i I n v ~r;a i~ i
fi I i I ~ ~ ~ Z _ ; ' ~ ~ 7 DUCTILE IRON PIPE ~ - I ~ - ~ ) (RED BRASS FOR 2 WA DER PIPE REQUIREC~ ' , ~ I + ` I _
I 580 i i L ! i ~ ~ WATER LINES IF THE FOLLOWING CLEARANCES ARE NOT MET: ~
i j ~ ~ i i ~ ~ I 1 ; ~ ~ ! I ~ i ; j I ~ ~ WATER LIIJE CROSSING UNDER SEWER FOR ANY ~~L EARANCE) ~ , ~ _ --a--
~ ~ ~ V ~ ~ i j ,1 ' ~ ( I i - - - 18" VERTICAL FOR WATER LIN IN TA i ,I I I E S LLED ABOVE SEW~_R LINE ~ - ~ ~ i I -I f l ~ ~ I i - - _ I
Q i , - I - - - - - _ -1 - - - _ 1c_ HORI~.ONTAL SEPARATION FOR WATER LINE PARAL~LL S~wLR ~ ~ ~ _ E-. . I I~ ~ ~i i I I( { I LINE OR 18 VERTI A i ~ _ 1 I
~ - - .-i I ~ a - _ _I _ _ _ I ( C L SEPARATION .N SEPARATE uITCHES, ' i ..I A n _ i I I ! - - - I - -FOR WATER LINES, 12 CLEARANCE WITH STORM DRAINS, GAS ~I~AINS, ~
1 - , - -1 ~ - ~ + i ~ 1 I I I i ' , I ~ - _ _ , _ _ _ ~ _ t-- , _ i TEL. PH ' ~ E ONE CUCTS, AND UNDERGROUND CABLES. - -
' I : ~ ~ ~ I - I a - ' ! i ~ _ _ ~ , ' ~ I i_~_ ~ 8) CONTRACTOR SHALL ADJUST WATER LINE AS NECESSARY TO AVOID ' ' - a-- ~ -
, ~ ~ ~ ~ ~ ! ~ i I I I - CONFLICT WITH EXISTING UTILITIES, ! ~ I i I I ~ ,
-1--~--I---~- _ - I ~ I i ~I~ , _ ~ _ j__ -i-r__ - - , 9) HDPE SHALL BE SDR 9, 200 PSI PRESSURE RATED. - I , I I
~ ! ~I I ! i I -~__1 I T _ _ . ! _ ; - - - _ ~ _-.L___1__ - - 10) THRUST BLOCKS SHALL BE INSTALLED AT TEES, BENDS, BLOW OFFS, FT,: r ~ I
I ~ PR 1~- T A I Y R I ~ I ~ ! ~ ~ i I ~ -~F c I r_R CMU~~ .,TANDARDS AND SPECIFICATIONS. - - -1- ~ - - L_ . ~ -
: I i i i ~ ~ I ~ I I ~ A s a N RI _ o ~ ! ; : , ~ V RT. , ~ I I i I I I I I -
~ - ~ I ~ ~ I I I I -1-- ; ~ --I-- - - i. ~ ; - - i ~ ~ ~ I~ , ' i I ~ i I I'
570 ; I 574 i
13+00 1 ~+®0 15+®® 1 fi+OQ s ~.,~....A
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~~~i l~ 11`~~ I/lllll~ ~ftt11, , (jiir , 223 N°RTH GRAHAM STREET CHARLOTTE, NC 28202 Ilt
y - - EXISTING E0~' ~ - PH9NE: f704) 376-7777 fAX: [phone]?35
W - v _ v i
Z XI TlNG EOP - to - -tR E S + - . T !
_ _ p C l H ARL OTTE ME C C~ KL ENB ~
i _ ~ PROP. 8' CAP, 2' TAP, V ~
EXISTING TREIIINE _ 3' OFF FUTURE AND 2 BLOW OFF -
Q FUTURE CURB BOC (TYP.) f~ END PVC PIPE ~ STA. 15+78 (ENO PRO~C77 ENGINEERING DIVISI ON
12' OFF EOP (1YP.) CHARLOTTE NORTH CAROLINA '
PROP B' BUTTERFLY
n s i STA. 15+83 PROP. 8 x8 x6 TEE ~A, ,,°b N°. F!e N°, PROPOSED 8 WATER MAIN
W 6" GATE VALVE .1 NC ONECAII. BEFGRE DIG 5`°Tes ALONG WINDY GAP RGAQ
Ptarv 1 40'
F1RE HYDR,4NT AT STd. 15~4d vii ~ erc ~ r ccr~r~~orr
rrr..i.nvc. nr N ,,"F UNDER CONSTRUCTION
0, 800-632-4949 PR'',FiLE tier. 1 "=4 AVOID UTILITY DAMAGE = 4
r , SEE PLANS PREPARED DIXIE RIVED _ N~ -CMPANY, LLB WINDY GAP ROAD (S. R. 158
b r;'A 199 Pc 25 BY SITE SOLUTIONS STA. 13+00 TO 15+78
478 LF OF 8 PVC WATER MAIN P DE ,989 , C 011 rte As Built Dote
STA. 11+00 TO STA. 15+78~~ 11331201. 2
LDI RAIL RAK KV~"J
ss ka Det0 By Revis;0111 Sur eyed By Designed By Drawn By Project-Enj Approved By