20080722 Ver 1_Site Plan_20080422

O ^ ^ ^ Suite 300
1 4651 Charlotte Park Drive
Kimley-Horn Charlotte, North Carolina
?? and Associates, Inc. 28217
TEL [phone]
FAX [phone]
Transmittal
Date: April 23, 2008 Job Number: 015474011 File: 09
Project Name: Southwest Water Transmission Main, Phase C
To: North Carolina Department of Environment and Natural Resources
Division of Water Quality rrz
Cyndi Karoly
2321 Crabtree Blvd., Suite 250 A F k 4- 1008
Raleigh, NC 27604
V,1E ANDS AND S?JRM4A KrER BRANCH
We are sending these by
U.S. Mail ® FedEx - Priority Overnight F] FedEx - 2 Day
Hand Deliver El FedEx - Standard Overnight
Other:
We are sending you
®Attached Under separate cover via the following items:
? Shop Drawings E] Prints/Plans 0 Samples E] Specifications ? Change Orders
® Other: CD with drawings (.pdf)
Copies Date No. Description
1 4/24/08 CD with Southwest Water Transmission Main, Phase C drawings
These are transmitted as checked below:
® For your use ? Approved as submitted ? Resubmit ? Copies for approval
® As requested E] Approved as noted ? Submit [J Copies for distribution
? For review and comment ? Returned for corrections ? Return E] Corrected prints
Remarks: Per your request, please find the enclosed CD containing the Southwest
Transmission Main, Phase C drawings. These drawings are in pdfformat.
Copy to: l? Signed
Gabriene Hansen
Page l • swtransc karoly_401watercert-trans.doc
Hansen, Gabriene
From: Cousins, Tommy
Sent: Tuesday, April 22, 2008 2:01 PM
To: Richards, Brannon; Hansen, Gabriene
Subject: FW: DWQ 08-0722 Charlotte Mecklenburg Utilities SW Water Main Phase C (Mecklenburg)
Categories: Red Category
This is new.....
-----Original Message-----
From: Laurie Dennison [mailto:[e-mail]]
Sent: Tuesday, April 22, 2008 1:55 PM
To: Cousins, Tommy
Subject: RE: DWQ 08-0722 Charlotte Mecklenburg Utilities SW Water Main Phase C (Mecklenburg)
Tommy:
DWQ has received and set up the above referenced project. We would like to request at this
time one (1) data CD of the full sized plans in TIFF Group 4 format (black and white, not
grayscale or color). If the plans are too large to store in TIFF format, they can be stored
in PDF.
DWQ is also making a change in the need for large-scale maps. Instead of providing five (5)
copies of the full size plans, in the future please provide two (2) copies of the full sized
plans along with three
(3) copies of the 11x17.
Please reference the above noted DWQ # when submitting the CD. Should you have questions,
please call Bev Strickland at [phone].
Thank you,
Laurie Dennison
Administrative Assistant
DENR-DWQ
Wetlands/401 Unit
1
-I®
INDEX OF SHEETS
ASPHALT DRIVEWAY PROFILE
BRIDGE SHEET NO. 1 COVER SHEET
SHEET N0. 2 PLAN & PROFILE STA.. 9+93 - 17+50
BUILDING s SHEET N0. 3 PLAN & PROFILE STA.. 17+50 - 26+50
CHECK DAM STD, 6,83 --•--?-ro-> SHEET N0, 4 PLAN & PROFILE STA. 26+50 - 29+50
CONCRETE DRIVEWAY PROFILE) --~~~~~"A SHEET N0. 5 PLAN & PROFILE STA. 29+50 - 38+50
SHEET NO. 6 PLAN & PROFILE STA. 38+50 - 47+00
CURB & GUTTER _ _ - SHEET N0. 7 .PLAN & PROFILE STA. 47+00 - 56+00
DITCH, CREEK OR BRANCH SHEET N0. 8 PLAN & PROFILE STA. 56+00 - 64+00
EDGE OF PAVEMENT - - - - - - - SHEET NO. 9 PLAN & PROFILE STA. 64+00 - 73+00
EXISTING FIRE HYDRANT SHEET NO. 10 PLAN & PROFILE STA. 73+00 - 79+37.60
SHEET N0. 11 PLAN & PROFILE STA. 200+50 - 207+50
EXISTING GAS MAIN c SHEET N0. 12 PLAN & PROFILE STA. 207+50 - 217+00
EXISTING GAS SERVICE cs ~~l~TA. SHEET N0.13 PLAN & PROFILE STA. 217+00 - 222+Oo
~ -
EXISTING IRON PIN ~ SHEET N0. 14 PLAN & PROFILE STA. 222+00 - 229+50
EXISTING ~ SANITARY SEWER -SS SHEET N0, 15 PLAN & PROFILE STA. 229+50 - 237+50
SHEET NO. 16 PLAN & PROFILE STA. 237+50 - 241+00
EXISTING SANITARY SEWER MANHOLE SHEET N0. 17 PLAN & PROFILE STA. 241+00 - 250+00
EXISTING ~ WATER MAlN W SHEET N0. i 8 PLAN & PROFILE STA, 250+00 - 257+00
EXISTING WATER OR SANITARY SEWER R W - - SHEET N0. 19 PLAN & PROFILE STA, 257+00 - 261+02.14
EXISTING WATER SERVICE ws SHEET N0. 20 PLAN & PROFILE STA. 300+00 - 308+00
SHEET N0, 21 PLAN & PROFILE STA. 308+00 - 316+00
EXISTING WATER VALVE ~ SHEET NO. 22 PLAN & PROFILE STA. 316+00 - 323+00
FENCE LABEL TYPE ~ a ~v ~ SHEET NO. 23 PLAN & PROFILE STA. 323+00 - 331+00
SHEET N0. 24 PLAN & PROFILE STA. 331+00 - 338+00
FES FLARED END SECTION SHEET N0, 25 PLAN & PROFILE STA. 338+00 - 341+86.88
FUTURE R W FPM ENGINEERING - -
SHEET NO. 26 PLAN & PROFILE STA. 400+00 - 408+00
GAS VALVE a SHEET N0. 27 PLAN & PROFILE STA. 408+00 - 417+00
SHEET NO. 28 PLAN & PROFILE STA. 417+00 - 427+00
GRAVEL DRIVEWAY PROFILE SHEET N0. 29 PLAN & PROFILE STA. 427+00 - 434+00
GROUND PROFILE SHEET NO, 30 PLAN & PROFILE STA. 434+00 - 441+00
SHEET NO. 31 PLAN & PROFILE STA. 441+00 - 448+00
GUARD RAIL SHEET NO. 32 PLAN & PROFILE STA. 448+00 - 451+68.76
MARSH
SHEET N0. 33 EROSION CONTROL DETAILS
OVERHEAD ELECTRIC OHE
PIERS
POWER POLE W GUY WIRE
PROPERTY LINE - - R
PROPOSED AIR RELEASE VALVE ~
CONSTRUCTION SCHEDULE: PROPOSED FIRE HYDRANT 1) OBTAIN APPROPRIATE CONSTRUCTION PERMITS d SHOP ON RQ W SHEET 2
~Q
PROPOSED ~ SANITARY SEWER 2} INSTALL SEDIMENTATION AND EROSION CONTROL MEASURES ~V ~s(q RIVERDALE DR KNOX Np SHEET 3 RECOMMENDED FGR
3) CLEAR AND GRUB yP Rp PROPOSED SANITARY SEWER MANHOLE ~ 4) ROUGH GRADE SITE FARM RD CONSTRUCTION
' _ ~ 5 EXCAVATE ANO INSTALL UTILITIES } PROPOSED ~ WATER MAIN MARKED EVERY 100 ) ' 4 CITY ARBORIST
6) FINISH FINAL GRADING AND SURFACE RESTORATION BRp~yN PROPOSED WATER METER LOCATION ~ 7) REMOVE SEDIMENTATION AND EROSION CONTROL MEASURES LN CRIER
S&EC MEASURES SHALL REMAIN UNTIL ENTIRE SITE 0 DAN CRUDE CECIl.I R - - { ~ R GDOT
PROPOSED WATER OR SANITARY SEWER R W IS APPROPRIATELY ESTABLISHED) Q~0 T~ ROAQ 5~0 g~~?A
H P sHEEr s CDOT STREET MAINTENANCE
PROPOSED WATER VALVE v~• SHEET 7 STORM WATER SERVICE
RAILROAD
gfl , DUKE POWER
RIP -RAP c~s~~~' ~or~ s NorES: µ44
5 ROAD STREET RIGHT-OF-WAY ---R/w (~UEENSMEAQ
1) PRIOR TO PERFORMING WORK IN A CITY OF CHARLOTTE MAINTAINED ROAD RD
SEDIMENT FENCE SILT FENCE STD, ~,~2 ¦ RIGHT-OF-WAY THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A SHEET 9 RIGHT-OF-WAY USE PERMIT AND NOTIFYING C.D.O.T, AT LEAST 4$ HOURS IN
SIDEWALK SIDEWALK ADVANCE OF WORK, CONTACT BOB STACEY, CHARLOTTE DEPARTMENT OF TRANSPORTATION BY FAX AT 704-336-4400. THE FAX SHALL INGLUOE TIME AND STEELE
DATE OF CONSTRUCTION AND REFERENCE THE APPROPRIATE LANE CLOSURE SNEEt l0 APPLICATION FOR PERMIT FOR WATER MAIN EXTENSION
SOfI BORING DIAGRAM FROM THE °WORK AREA TRAFFIC CONTROL HANDBOOK WATCH MEADOW DR { J SHEET t 1 PROJECT NAME: PROPOSED SOUTHWEST WATER TRANSMISSION MAIN PHASE C
STORM DRAIN EASEMENT sDE AFTER RECEIPT OF THE RIGHT-OF-WAY USE PERMIT, CONTACT STREET GUT PERMITS AT TELEPHONE NUMBER 704-336-4025 FOR APPROVAL TO OPEN CUT STREETS OR S ET l2
CMU PROJECT NO.: 539-07-174
STORM DRAIN WITH CATCH BASIN OR DROP INLET- SIDEWALKS. GOPIES OF THE PERMITS SHALL @E PROVIDED TO THE INSPECTOR PRIOR ED BROWN R TO CONSTRUC110N AND SHALL BE DISPLAYED AT 11iE JOB SITE.
SHEEt l3 WESTtNGNOUSE STREET SIGN g coMMONS DR. PROJECT DESCRIPTION: SOUTHWEST WATER TRANSMISSION MAIN PHASE C TO SERVE THE
Z) CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE-MECKLENBURG SHEET l4 IFS, UTILITY DEPARTMENT STANDARD SPECIFICATIONS. r~NG' STEELE CREEK ROAD NC 160 AREA. ~I~IIe~'HOrn
TEMPORARY DIVERSION STD, 6,20 TD TD ro a do H l5 US
TEMPORARY SEDIMENT TRAP STD, 6.6D ~ 3) THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND ~ (l, and ~tsso~iates, f~c.
S~-~ UTILITIES PRIOR TO CONSTRUCTION. ~ ~ p T 2G' SET 16 NORFOLK DESIGNED BY: FIRM: KIMLEY-HORN AND ASSOCIATES, INC, 4651 Chorlotte Pork Drive Suite 300
TEMPORARY STREAM CROSSING STD. 1 4) ALL SHORING SHALL 8E IN ACCORDANCE TO OSHA TRENCHING STANDARDS PART ~ SOUTHERN 1926, SUBPART P, AS AMENDED TO DATE. ,p ~ l2 W RAltROAD ENGINEER: MICHAEL L. MCCLELLAN, P.E, Chorlotte, North Carolina 28217
TOWER LINE a Phone [phone]
5) ANY NECESSARY LANE CLOSURES SHALL FOLLOW GUIDELINES OUTLINED IN THE E f8 ADDRESS: 4651 CHARLOTTE PARK DRIVE SUITE 300 Fox 171)4} 333-0845
TREE ~ MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ANO/OR C.D,O.T. WORK AREA ~ TRAFFIC CONTROL HANDBOOK. {WATCH) $Ahf NEELEY CHARLOTTE N. C. 28217
TREE PROTECTION PHONE [phone]
6} IF THE PROPOSED WATER MAIN IS INSTALLED tiMTHIN 12° IN ANY DIRECTION SHEET SHEET 1
UC {VERTICALLY OR HORIZONTALLY) FROM A GAS MAIN,THEN THE CONTRACTOR SHALL UNDERGROUND CABLE CALL PIEDMONT NATURAL GAS COMPANY AT 525 5585 AND INFORM THEM. THIS APPLICAl10N IS MADE UNDER AND IN FULL ACCORD WITH THE PROVISIONS OF CHAPTER 13OA-317 OF THE -
UNDERGROUND ELECTRIC UE 7) WATER MAIN TO BE INSTALLED WII1H A MINIMUM OF 72` OF COVER ALONG SHEET ?l NORTH CAROLINA GENERAL STATUTES, AND SUCH OTHER STATUTES AS RELATED TO PUBLIC WATER SYSTEMS. APPROVALS {SEALS CMUD HAS BEEN GRANTED AUTHORITY TO ISSUE PERMITS FOR EXTENSION OF WATER MAINS PURSUANT TO 15A
PROP05ED PIPELINE OR A MINIMUM OF 72° BELOW EXISTING GRADE ALONG EXISTING NCAC 18C.1801. THE APPLICANT AGREES THAT NO SIGNIFICANT CHANGE OR DEVIAl10N FROM THE PLANS AND
UNDERGROUND FIBER OPTIC OF EDGE OF PAVEMENT, WHICHEVER IS GREATER. SHEET SPECIFICATIONS APPROVED BY CMUD WILL BE MADE WITHOUT THE WRITTEN CONSENT AND APPROVAL OF
8) CONTRACTOR SHALL MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. S~ SHEET 23 UNDERGROUND TELEPHONE UT Fo CMUD OR ITS AUTHORIZED REPRESENTATIVE. A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF NORTH CAROLINA SHALL SUBMIT A STATEMENT REFLECTING THAT ADEQUATE OBSERVATIONS DURING AND
cF SHEET 24 UPON COMPLETION OF CONSTRUCTION INDICATES THAT CONSTRUCTION WAS COMPLETED IN ACCORDANCE IMTH ~~®e9~~°°°°0°
TV 9) CONTRACTOR SHALL SEED AND MULCH AT THE END OF EACH DAY, GROUND ~Q UNDERGROUND TELEVISION CABLE COVER VALL 8E PROVIDED ON EXPOSED SLOPES 1MTHIN 21 CALENDAR DAYS q APPROVED PLANS AND SPECIFICATIONS. 4~~® 0
FOLLOWING COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUNDCOVER ~ q WATER LINE EASEMENT WLE FOR ALL DISTURBED AREAS WILL 8E ESTABLISHED WITHIN 15 WORKING GAYS OR 90 SHEET 25-~ p
CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF ® ~ m PERMIT N0. o
WATER METER CONSTRUCTION. ~~.,.2 i 9 s
APPROVED: DATE ` ~ ° ~ a
PERMANENT SAMPLING STATION sHEEr ?r ~ ~ BARRY D. SHEARIN, PE, CHIEF ENGINEER ~E~~l~~~~~
sHTO REE
SHEET 1 5H00 BR OKSH REL BNB ORG UTILITIES r0°>oF~~,L,ll'~~'~~®°®
CHARLOTTE, NORTH CAROLINA 28216
SHEEt N.C.R.LS. (AS BUILT} N.C,P.E.
sHEET v4
pP4 SUMMARY OF WATER MRINS & FIRE HYDRANTS
~ ~ SHEET 3 ~ 0~ n o
DESIGN COMPANY; ~ ~R~ y N DEVELOPER. a N x SIZE LENGTH SIZE LENGTH
PLANS PREPARED BY: KIMLEY-HORN AND ASSOCIATES lNC. CHARLOTTE MECKLENBURG UTILITIES ° 50 ~a ~ W j sHEEr 32-~ W , W ~ cAt~ Nc a~ECau
ADDRESS: 4551 CHARLOTTE PARK DRIVE SUITE 300 ADDRESS: 5100 BROOKSHIRE BOULEVARD CHARLOTTE, NC 28216 z ~ ~ v Q BEFORE YOU DIG 42" 1,760.0
{ } PHONE: [phone] PHONE: [phone]
.11/08/2007 ~ S T ~ ~ 36» 20,591.6
OATS DESIGN COMPLETED. CONTRACTOR: 1-800-632-4949 AVOID UTILITY DAMAGE
SURVEY COMPANY; TOTAL N0. OF FIRE HYDRANTS: 9
INSPECTOR: , TOTAL NO. LOTS SERVED; XX
~1 IRVFYFtI AYE f1~Il1RFRRY (1liUIC IM(' ~ n n. i r ~ n n n n
PROJECT NAME: PROPOSED SOUTHWEST WATER
ADDRESS: V6135 LAKEVIEW ROAD, SUITE 400 INSIDE CHARLOTTE: YES ( ) N0: JI.HLt: I LUVV CONSTRUCTION SHALL BE IN ACCORDANCE TRANSMISSION MAIN PHASE C
PHONE: [phone] TOPO N0: 183, 184, 185, 182, 241 WITH CHARLOTTE MECKLENBURG UTILITY _
DATE SURVEY COMPLETED: 10/01/2007 DEPARTMENT STANDARD SPECIFICATIONS.
Jab N0: 539-07-174
DATE OF ACTIVATION:
No. Dote By Revision DATE AS BUILT: BY.

i I I
-I
6~o I
s~0
EX STING G AO AL NG
EX TIN E P
F
I, (
I XIS ING UND RG OU D T LEP ON ( PR X. EP H) ( I r- - - - - -
_ - _ _ ~ -
I _ - - CMU JO ~7 8- 3- 23 ILE 1 3- 03 I I f
I - I I i - -
EXSTi c Xisrl c sA . s -t I EXI TIN,. EXI TING 8" AN. SWR,
~ _ ' 2" MJ ' FV SS MB Y F LE 185 2 660 ~ _ I FIL # 1 5-1 I ~ 660
I - - U
E ISTI G - -
' - I
' E ISTI G ~ it
, I
PROIjOSE 4' W TE MAN III I I I L P Cr„J JOB 539-0 -1 5 I~) III I
E>~ STI G ' ~ Q ' 4 R X LG NDIBLI D ~ , I
V~TRMIN T/ R OE 2 M I - I
650 ~ I ~ TOElTIG4~
650
1 0+00 1 1 +00 1 2+00 1 3+00 1 4+00 1 5+00 16+00 17+00
R R
I
STA 9+93 I " I
BEGIN 42 WATER MAIN o
TIE PROPOSED 42" WM 55
I TO EXISTING 42 WM TEM 75 DENSE FOLIAGE PROPOSED 757 LF NOW OR FORMERLY
PORARY CONSTRUCTION 0 LF SILT FENCE STEEIE CREEK (1997) LP 201-091-08
SEE DETAIL 101 I ENTRANCE E C. DETAIL 6.62 " 42 WATER MAIN I (TYP.) 9064-72
NOW OR FORMERLY ROCK PIPE INLET PROTECTION STEELS CREEK RD
i FORREST FREEMAN I E.C. DETAIL 6.55 TYP. TEMPORARY CONSTRUCTOOA ( ~ 201-091-07 , EASEMENT (TCf) 'ONSTRUCTION Cf) DENSE FOLIAGE ROPOSED WATER MAlN
1444-527
i 9501 STEELE CREEK RO DENSE FOLIAGE EXISTING 16" EASEMENT
I EXISTING 15' WATER MAIN - 1D' (TYP. 1' TYP. EXISTING 48" WATER MAIN a CMU JOB X708 93-223 ~ ( ~ 1' (TYP.)
CMU JOB ~ 539-04-125 WATER EASEMENT I FILE NO. 183-003 (8Y OTHERS) e e e e e e e e e e - e~ e a 10' (TYP. e e
FUTURER/W-- 11+00 10 P. 12+00 13+00 14f00 15+00 _ r s+oo _ _ r ~+oo _ o
W W I - -
i 9 93 Rw _ _ ~ RE R I`
FUTUR EP ~WW~ 16 I W WMH W 1T W W R W /W r~ ®®®®®®~~yeolttlBao~~P® ® ~
INV=665. 2--------- - - T UT d INV=664.83 d I UT UT ~ ~ 15" RCPT-------- UT UT - - ~ ~ FUTURE EP v° .a
EP = ~I ~ STEEL - L - EP W m rc„ 9~ X46@
- E CREEK ROAD NC 160 PUBLIC R W VAR/ES - - - - - - _ 28' ~ W ®d - = a zq
® ~ - I .ASPHALT ~ c
EP -T -----------------------I-- I I ~ 5° RCP ~F4UiE3 I _ 15'_ R~P -__~,c IN FUTURE EP - W ~ v f N~,~~• °Kr
X X X X INV=662.77,, ~=_~I_ INV=663.09 I I " P C SSCO ~'~'~,n~~ts~~~~°~
j i 1 I d F IP SS SSCO R/W H OHE ~ ~
I i f ~ P EXISTING 8" SAN SEWER HE I I I -~i OHE _ _ _ - - - - - FRIJ/TWURE R/W --p~~ - I
FUTURE EP ~ ~ - ~ ~ SSMH I I I CMU JOB # 379-05-508 I I I ® RIM=664.85 ~ I I ° ° o ° o ° FILE # 185-2 - - _ _ ° SSMH SSMH Q
" NV OUT=659.85 I I _ - - - - - - - - - - - RIM=665.63 EXIS EXISTING 8" SAN SEWER RIM=666.59 cc
FUTURE R/W - - - - - ~ i I _ I - - - - - - _ - I - - RIM=665 55 _ CMU I i/ -t 8" INV IN-657.15 FILE - I I ~ I 8 INV IN=657.84 ~ 8" INV IN=658.00 CMU JOB # 379-02-605 8' INV OUT=658.59 G FILE # 185-1 I
~ 0 I i 8' INV OUT=657.66 ~ ~ ~ I ~ ~ ~ \ 8" INV OUT=656.90
~ r ~ I I ~ I SPIKE IN PP ~ EXISTING 8" SAN SEWER 0 0 I
` ° I I I I ~ I CMU JOB # 379-02-605 b + ~ ° ELEV. = 666.80 cur M FILE # 185-1 II I I . ° J o CALL NC ONECALL I BEFORE YOU DIG
~ I I ~ ; Q ~ STEPS m r - I I _ _ -------1 o STEPS~_
NOW OR FORMERLY ~ ~ ~ i I ~ I I i ~ I ~ II II l~ X i o "I I ~ I ~ STOP 40' 0 40' 80' I~ I I 1-B00-632-4949
ROY HERNDON FREEMAN & ~ I~ I I CONCRETE DRIVE a WIFE RACHEL S II II 9 I w ~ ~ 1SBKD 1SBKD ~ I 1SFD AVOID UTiLiTY DAMAGE HOR1;?ONTAL SCALE, 1" = 40'
~ 199-193-13 ~ I ( Q ~ I ~ 1S8KD - 4_~L I
~ 2930-104 I I Q I I r ~ I I I ~ 6--- ~ ~ I W~~ G Y 1 I I M I I z I OAL 9500 STEELE CREEK RD I I O I ~ - - - - J 'Q cn ~ \ I DECK , CHARLaTTE-]VIECKLENBURG
c7 ~ U ~ I ~ I \ II I ~ I I DECK J 3 I I I ~ I
° g ~ Q ~ II II M I - 4 ~ ~ I I I- - I X
I ~ - i 4' CH \ ~ II II M , fi - L ~ X I I I W U I I ~ UTILIITIE~" I I ENGINEERI]~TG DIVISIaN
c I J ' 1 \ ~ I n. I
k ~ \ I GFD Q X WELL HOUSE ~ ~ ~ I ~ 2 CAR I co II I I 4 WELL HOUSE ~
I . I I ~ I I ~ ~ it I . I ~ I WELL HOUSE CHARLOTTE, N~ORTI-I CAROLINA I
- - - J NOW OR FORMERLY kl II II Q i NOW OR FORMERLY CLARENCE A SPARROW & MARY T SPARROW I NOW OR FORMERLY 1RMERLY I
i ~ ~ SIDNEY L SUGGS Ili ~ ~ I II ~ I AMELIA ANNE CLAPHAM 199-193-11 I cn 199-192-02 ~UGGS Ili NOW OR FORMERLY 539-07-174 t-02 ~ MICHAEL C MULLIS Jab Na. File Na. PROPC)SED WATER MAIN
- I 199-193-12 2781-594 ~ to i ' I`. II ~ 3 9525-120 ~ M88 PG21 I 5242-756 756 I 199-192-01
~ I MB8 PG21 LOT 2 BLOCK B RIVERDALE I ~ II ' MB$-PG21 i LOT 2 BLOCK A RIVERDALE I 9806 STEELE CREEK RD OCK B RIVERDALE I 2D756-690 Scales Pr* AN VIEW CREEK RD I MBS PG21 LOT 1 BLOCK B RIVERDALE PLAN 1" = 40' 9820 STEELS CREEK RD TO SERVE
I TRACT 3 LOT 1 BLOCK A RIVERDALE 4402 RIVERDALE DR I ~ ~ II II I EXISTING 9700 STEELE CREEK RD I PROFILE
, Y II \ S nn" urn xn ...,.i n. I _ u.,r 1" =Off
cY YvMIGfC MMIIY 2 a I CMU JOB NO. 707-07-245 SOUTHWEST
v I ~ II II ~ i I Vert. 1 4' TRANSMISSION
' ~ II II ~ ' a EiP R As Built Date MAIN (PHASE C)
N I( Q II R/W R/W
R R/W EP EP EP EP R/W R 1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of DEWBERRY BHR BLF MLM _
a No. Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date ? 33
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-
ION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
- - - -

~ ( I
i _ I
I ~ I
3 I I I I
i ~
670 j 670
1 I
i f Iv
I ~
E ~ ~ ~ N
RO OS PI ELI E
_ _
~ - - - - EXI TIN G ADE AL NG -
E ISTI G OP - ~
- --L - _ - - XIS ING U - - - N ERG -
- NO - ~ PPR X.
660 i ~ - - - _ - 3) XIS NG U F ? ~ _ - - ~ 660
G I. 6 - LE HON I ~ IN - ~A!'P
i _ _ - ~ _ -
EXI TIN 16'
§ MU JOB 7 - _ 8 3-2 3 ILE 1 E- ~ - 3-2 3 ILE 1 3-0 3
!I
I - - I ~

6
~ lP P
I ~ i ~ r 1
I 65a l I ! i l
S A. 1~ +~D ~ 0 2 650
PRO 0 E P RMA E T { ~ RMI
I i~ 1
- L -0 1
I ' w
_ - i
( I I L___
~ i € I
i , I
I
i
I ~ II- ~ ~ ~ 1
640
k 640
18+00 19+00 20+0 0 21 +00 22+00 23+00 24+00
25+0 25+00 26+40
R
5~ !
' STA 18+90 NOW OR FORMERLY
STEELS CREEK (1997) LP PROPOSED PERMANENT
2D1-os1-o8 sos4-~2 SAMPLING STATION
STEELS CREEK RO SE 23 LF SILT FENCE
E DETAIL 102 E.C. DETAIL 6.62
132LFSltTF ~ ENCE ! cuLTlvAr PROPOSED 20 (TYP.)
E.C. DETAIL 6.62 CHECK DAM ED FIELD CULTIVATED FIELD
TEMPORARY CONSTRUCTION WATER MAIN EASEMENT (TYp,) E.C. DETAIL 6.83 (TYP.) 9
T CE (TYP./ NOW OR FORMERLY DENSE FOLIAGE / EASEMEN (T , EXISTING 16" R RALPH GRIER ~ REVOCABLE TRUST
WATER MAIN 201-481-Ot
1' (TYP. CMU JOB X708-93-223 10' TYp PROPOSED 900 L.F. 14300-902 FILE N0. 183 003 ( ~ 13632 BROWN-CRIER RD
' fa' TYP. 42" WATER MAIN ( ~
p e e e e e e e e ~ e e e e e e e e e e e- - e z6+oo
ln 18f00 19+OD 20+00 21+0010 (TYP.) 22+00 23+00 24+00 25+00 25+00 e _ _ p
~ N FUTURE R R W - _ IP SB-1
Q ~ C4 R jw N d' ®,,t,~ittttttt®
W w UT w ~ 29'W Q I- ®~®~c~ROt®e®~®
W FUTUREPEP ---~---___-_-U~- 29 U~~,% UT UT UT 29 . ---kJ --~---------UT---- UT U T U T
W STEELS CREEK ROAD - ~ NC 160 PUBLIC R W VARIE --UT--------_-UT EP ~ ewe°~~ ~ e ® e{
S Z _ m e im ' ~
W ASPHALT _ .J EP W FUTURE EP INV=665.22 INV=664.87 - - - _ - - - - - - - - - - Z
U . _ ~ _ EP ,.,®~,~9 GI~
R PP - ! / 6 - - - TRAFFIC--"~ (n °®i®B t C'®®e,°
f""' ~ - - OHE OHE PP FUTURE R/W ! ~ OHE OHE OHE OHE PP PP PULLBOX V ~rtta~~,it~+`e
G l NOW OR FORMERLY ~ OPOST a ° ° ° ° ° OHE
0 0 0 0 0 0 o I o P MICHAEL C MULLIS °
199-192-Ot ~ 0 0 0 0 20756-690 NOW OR FORMERLY I ~ I I I I I °o R/iN~~`
MB8 PG21 LOT 1 BLOCK 8 FRANCISCO RAFAEL ABANTO ~ NOW OR FORMERLY I i r.--
RIVERDALE & WIFE ALICIA AURELIA KAREN BROWN ° I I I I 9820 STEELS CREEK RD ° POST 2 IL FENCE 3.5' WD.RAIL i i CJ f~ _
~ ~ 199-194-54 199-194-55 0 ~ X i i~ 22159-456 10617-714 SHEp NOW OR FORMERLY NOW OR FORMERLY ~ ~ ° CALL NC ONECALL ~ X
, L J NOW OR FORMERLY ~ ~ MB28 PG217 LOT 12 I MB28 PG217 LOT it I NOW OR FORMERLY I I I T J S i TINH L PHAN i ANNE MARIE CURRERI ~ i , WILDWOOD MEADOWS MAP 2 I WILDWOOD MEADOWS MAP 2 I MAURICE L MITRCHELL I NOW OR FORMERLY I I MACHET A -AME i 199-194-60 i 199-194-61 NOW OR FOF ~ ~ NOW OR FORMERLY ~ BEFORE YOU DIG NOW OR FORMERLY X ~ X BENINU ADAMS ~ S T O P
! ~ ~ 9907 MEADOWMEAD CT 9913 MEADOWMEAD CT DANIELLE HOWELL NOW OR FORMERLY 199 194 59 rn - , , ° & WIFE SOPHIA V 17744-320 22180-692 BETHANY LYf BETHANY LYNN ROY ~ & WIFE SANDRA i
9-194-57 CHARLES H REID 21815-317 a -I ~ 7 i , PATIO 199-194-56 19 MB28 PG217 LOT 6 MB28 PG217 LOT 5 199-194 199-194-62 199-194-63 X o 22066-893 I 9776-0007 I 1-800-632-4949
~ 7 ~ ! 17942_38 22386-214 & WIFE DOROTHY R MB28 PG217 LOT 7 WILDWOOD MEADOWS WILDWOOD MEADOWS 22066- 3 I o ~ J~v ~ ° PATIO ~ I MB28 PG217 LOT 9 199-194-58 WILDWOOD MEADOWS MAP 2 MAP 2 MB28 PG217 I ( ~ ~ ~ \ ~ ~ i I MB28 PG217 LOT 10 ~ WILDWOOD MEADOWS MAP 21 10352-895 ~ MAP 2 10003 MEADOWMEAD CT ~ 10009 MEADOWMEAO CT WILDWOOD M 1 MB28 PG217 LOT 4 MB28 PG217 LOT 3 - Avao unurY oauacE 40' 0 40' 80'
~ 0 i ~ ~ i - - - WILDWOOD MEADOWS MAP 2 gg25 MEAOOWMEAD CT I MB28 PG217 LOT 8 I 9937 MEADOWMEAD CT I MAP ; ' WILDWOOD MEADOWS ~ WILDWOOD MEADOWS ~ PATIO MAP 2 ~ MAP 2 i r -
I ~ ~ ! OPOS r - - 9919 MEADOWMEAO CT WILDW000 MEADOWS MAP 2 PATIO I 10015 MEADOH a - i 2SFD I PATIO PATI 9931 MEADOWMEAD CT DECK I 10015 MEADOWMEAO CT 10021 MEADOWMEAD CT (NOW OR FORMERLY HORIZONTAL SCALE; 1" = 40'
o - p`', ° ~ i I I ~_1 I I L PATIO - I X HAROLD E JR RICHAR X PATIO X i ~ ELLEN T. RICHARD
i I 1SFD I ~ I l ~ I I I PATIC ~ ! ~ I I_ I F--I I J- - ~ I I ~ I f I I I _ _ _ 199-194-64
3 ~ ~ , I , I I ~ I 1sFD I I I ~ I ~ / o ~ I I I I l i- i - ~ ~ ~ ~ 9663-678
~ 1 1 ~ I I ~ 2SFD I I r~- I I 1SFD I I I r ~ 1`~ ~ I - - ~ - I I 2SFD I ~ I I 2SFD - ~ I N ~ ~ ~ ---T~ I I -I _ L I I I ~ ~ ,SFD ~ ~ WIBOW000 MEADOWS ® C~IARLOTTE-Ii~IECKLENBtTRG ~ _ ~ , ~ MAP 2 UTIL.ITIE ~
c ! 0 / ~ ~ ~ ~ I~~---I I I II II ~ I I~ ~ I I I , ~ I C I ° , PST ~ O I O F - ~ - J I - - I I I I I I ~ I I I I I L- I I J ~ I I rr i 10027 MEADOWMEAD CT
~ oALO I , , ~ / ~ o I I I I I I , -J I I I -I I I I 1 I I I 3 I o PATIO ` ~ ` 7i I U I I T- I I i t ~ ~ L I I - J- - _..T-'~- I L~ _ r` I I r- _ _ ENGINEERITIG DIVISION
N I r! l7 ! ~ ~ `~O \ I z I I I i ~ ~_----I o L-- ~ ~ ce ~---r1 I_--~-I I ~ a ~ i ~-f' WELL l~ ~ ~ p ~ IoI I~ I° r 1. 1 ~ o I'____1 0 l I o I ~ o L--- I ~ 1SFD ~ ~ Ig U I o i I I ~ I i i ~ i ~ L' CHARLOTTE, NORTH CAROLINA
l1' `CO ~ I i i ' ! i ~ i iZI I ~rji I ~ i I UI ~ I ` ti • I ~ Z I I 1 I U I I D U I ~ ~ ~ ~ ~ ~ o i ~~zi ~ i ~ i ~ ~ ~
b ~ , \c i I mo! i~ o, i o I z z r z l z i i ! p` ~ i z I Oi o ICI IoI ~ l i I I o I I ~ N ~ ~ 'P `j~ ,,~~~ii I I O! I I o I I ° I U I o o I t o o I U I 1 O m ~ r ~ YrrEiP ~\\y D U I I I I I ° I I ° o I f I I I o i~ ° ~ i z i z i 539-07-174
° ~ ° ~ ° ' ° ' roe N0. Foie No. PROPOSED WATER MAIN ° - ~ -r-_-_ e - - - - - ~ S~a~es ..PLAN VIEW
~ 1 ~ ~ ~ J!I ~ 1 ~ I I I I i I I ~
x ~ o !!i ~ Ilt - PLAN 1" = 40' TD SERVE
~ \ ~ _ 1 FtD TO11 .112
I DIVI ffJ rnurI Lt
r , SPIKE IN PP ELEV. = 662.08 r. 1" = 40' Vert. 1 4' 50UTHrrEST
EIP OEIP Vert. = TRANSMISSION
Lr) o R R As Built Date MAIN (PHASE C)
i n: 1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of DEWBERRY BHR BLF MLM _
No. Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date .3 ,33
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-H )N BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

~ Na
I EXIS ING GRADE ALO G
I PRO OSED PIPELINE
____1__
i I EXI TING GR DE ALO G
` ROPOS 'D PIPELI E EXIS ING TEIE CONDU T
I EXIST NG GRA E ALON EXI TING 8° SAN. S
1 i ! E STING G ADE AL NG P OPOSE PIPELIN CMU JOB# 10 -95-6 6
i XISTING EOP
{ 1 ~ sTA. 0+26
6O ; S r- - ROWN E~TER~2 6- - P POS D ~ ~ ^ 60 RO.t ' d ' ' PR POSED
tf ~ X16 0 X5~ 1 "x16"x1 "TEE
CEI NG IT I ~
6~ MtN CO ,ER t YP. ~ ORE PtT -~4 -ED
~ EXI TING I
q I STA. 27 53 TEL COND IT STA. 0+2D
- ROPE ROPOSE 22.5°
~ PRO OSE 4 X3. I I ExlsnN RESTRAI ED rRAI ED JOIN BEND EXIS ING 16" wM CMU JOB # 708-93- 23
_Q _ RED CER _ UNDER ROU~p G 7
h - - - ~ - - i (2) E 1. - ~ D PTH r~ - - - - - - - XI TING
W_...~ ---I--- - - - - - - _N DERGR lye ~ - _ _ ! - ~ 0 D t PH - -
_ _ I ONE - ~ EPTF{
N ~~W - Z ! 12" wM h Exi r ' sTA D+1o n
_ Y D - PR POSED
I~. ~ IL--- CMU MA. (A A. R4,1 O - - - - - , I B# 708 PP OXtM " AIR R LEASE
m ~ 7 ! j N FI ~ 183 93`22 ATE DEPTH oo ) L VE LVE AS EMBLY I
A. 7+ 8 ,I .~3I SEE STD. DE /L #3
q _ _ SEE STD. I RO OS D 12 ~ MIN Z 4
421 X4 X 1. T E CLEA ANC PRO D E 36
- - - - ATBR MAI STA. D+DS
I
~ I PRO I: _ - _ _ B PROPOS D 16"
TTE~ I B TTERFLY VALVE
I ~ SEE TD. EE TD. DET IL 11
~ S OPE UP I
650 650
' ~ I
I
i I
PR ~ POS D 4 ~ ~ I
WA' ER MAIN ' I I
~ I ST , 2 +43 STA. 27 48
~ PROPOSE 80 F „ I I
PROpOS D 4 4 TEFL CAST G RoP sED
- ~ OR 42 BUTtERFI Y V LV AIR REL ASE (T BE B E I I
I ~ ~ VALVE A SE LY t 0.5 I ( I ~ SE D TAIL 104
650 27+00 28+00 29+00 650
TEMPORARY CONSTRUCTION PROPOSED 80 L.F. EXISTING 1 " s ~ 1 / w
EASEMENT /TCE ~D WATER MAIN ~ I O t ~ PULL X t V 54 STEEL CASING CMU JOB 068-91-087 / ~ 2 STA O+DD
# ~ , Q' / FILE# 181-001 f ~
163 LF S/LT FENCE TEMPORARY CONSTRUCTION / NOW ~ FORMERLY ~ / Q R RALPH ~ STA 27+38
E.C. DETAIL 6.62 ENTRANCE TYP. ~ / DRIER JR REVOCABLE TRUST ( ) r Q` 201'-105-09 PR POSED 4 "x42 "x 1'6" TEE
(TYP.) 1 , , , ~ Q l 14300-902 PROPOSED 20 X50 ~ / BROWN-DRIER RD 8E IN REST ~ tNED JdtNT
NOW OR FORMERLY / ~ R RALPH DRIER JR REVOCABLE TRUST BORE PIT 0 ~ l ~ I
2o1-4s1-a1 / , PROPOSED 195 L.F. INSTALL 365 S.f. ~ f PROFJLE
143oo-sot ~ „ / , ~ „ TEMPORARY EROSJON 13632 BROWN-CRIER RD SEE INSET A f 36 WATER MAIN RETENTION BLANKET ON HOR. = t " = t 0'
I ~ THIS SHEET ~ ~ / VERT. = f" = 1'
PROPOSED 105 L.F. ~ l ~ EXISTING SWALE (TYPE 2) 10 (TYP.) ~ ~ PROPOSED 20
/ C7 ~ f' TYP. 42 WATER MAIN ~ WATER MAIN EASEMENT TYP. ( ) / ( ) ~
e e FH `Z~ V 0 / ~ ~ WIRE HEIG STA 27+43
e 98 LF SILT FENCE / ~ to ELEV= 68 .74
28tOd Q Q e E.C. DETAIL 6.62 TYP. 1 0 r ( ) 27+0_ PROPOSED 42" STA 27+48
0 e BUTTERFLY VALVE PROPOSED 4 "
- t0 SEE DETAIL 104 AIR RELEASE VALVE
_ _ rS8-3 SB-4 00
STA 27+38 SEE DETAIL 103
EXISTING 16" - - - - ._I - ~ / WIRE HEIGHT ~ WATER MAIN r , PROPOSED STA 27+53
,ELEV= 679.05 ` PP » ~ CMU dOB #70$-93-.223 / ,
FILE NO. 183-003 TRAFFI ~L CABINS / 42 "X42 "X 16" TEE PROPOSED 42 "X36"
U1 , t s / OHE UT 4J GUY BOX , ,
R r 11,360 LF TO W r e , W , , ~ RrN _ e e REDUCEf~
BUTTERFLY VAL ~ --W1 ARV ~,WV; UT 29
O UT UT ~ , W Lf~ ~T ~ ~ PROPOSED 20 x20 NV=656.48 , ,
+ uT UT r \ UT ~
(S7 UT UT OT U7 RECEIVING PIT ~ C~ W1R UT l1T UT cn ~ i UT
EP E EIGHT O ELEV 683.27 - - EP in i* 4 - - ~y,~ S
i•"' PROPOSED CHECK DAM WIRE HEIGHT ~ r - Q i r - m
~ EC DETAJL 6.83 TYP ~ ELEV= s77.o7 , ~ ( ) ~
S ~ _ _
W STEELS CREEK ROAD - PUBLIC R W VAR! ' a d ~ t® I~d~
Z, ~ ~ rr I-- W u! ASPHALT ; t~ W - ~
WIRE HEIGHT ~ WIRE HEIGHT ~ I W z ELEV= 681.42 ~ WIRE HEIGHT ~ ELEV- 683.90 ~ ~ ~ e8ili_.. ~ .,1`~b~
WIRE HEIGHT w ELEV= 678.12 ' ~ Z i
- - - - - ELEV- 677.28 Q - - - ~ ~ EP ~ r i .,.J W
UT " r ~ i- - - EP W WIRE HEIGHT ~ G
` ELEV- 684.19 _^______U U
~ GUY PP ~ T~XISTING ~ ~ UT CALL NC ONECALL ~E~ BEFORE YOU DIG
OHE ~ UNDERGROUND GAS ~rFES=657.52 N 17f~ / i/
o GUY PP UE OHE ~ PPO (APPROX. LOCATION) y C i G ~ , ~ , oHE STO P
1 / t-800-632-4949
GUY ~ r1 P ~ _ GUY SS F EIP 18" R ~ 18" RCP _ ~ FES-658.14 U T 1 nvao unurY oan+ncE 20' 0 20' 40'
R/tY ~ r1~ ? ~ ~ r.,.,,, RAW
~ ES=658.57 - _ - % SS o I T y ~ r~ G HORfZ.ONTAL SCALE: 7" = 20'
~ i G t ~ ~u 11 ~ rr g" v SSMH ~ F CB i l p y ~ tf RIM=660.02 /
o RIM- 60.97 ~ ~ it i I~r P SS ~ 8" INV IN=641.4$ WI '
~ 18° INV IN=65.2 y I ~~II I ~ 8" INV IN=641.52 18" INV OUT=658.9 ~ I i i I OHE i i (1 WALL 8" INV OUT=641.32 "--~-i ~ ® CHARLOTTE-I~ECKLENBURG
~ ~ WA II ~ PST STA ~ y LL ~ ili il~~ CB STA 0+05
N EM PP i i i i l j RIM=660,69 P III R FF - ROPOSEG 'ROPOSED 16" PROPOSED 26 L.F. U T I L I I E~
o ~ ~ ~yl 18" INV IN=BS$'6L ~ ~ ~ y l iii ~ ~ i LBOX 18" IyN.V-6UT=658.48 EXISTING 8" SAN SEWER ~
BUTTERFLY ~ w i l i lly I I i CMU JOB # 100-95-636 i TERFLY VALVE RESTRAINED JOINT ~ ENGINEERING DIVISION
~ y yit Ili M FILE NO. 184-6 I SEE STD. DETAIL ~ NOW OR FORMERLY ''i' i III ICI - - _ ~ DETAIL #11 16" WATER MAIN CHARLOTTE, NORTH CAROLINA
~~I--- -GOB- l - CONC. DR. DARRYL R HANEY GUY iii III ~ - 1~``. ~
i 199-194-65 i y y y iii NOW OR FORMERLY - - - - - i , STA N i i i y y y DENISE R ABRAM v i 9888-499 WM i i iii 199-192-25 F I STA 0+ 1 ~ STA 0+26 539-07-174 Job No. File No. PROPL?SED WATER MANN
= M628 PG217 LOT 1 y i i y ~ ~ ~ 17852-863 I ~ PROPOSE PROPOSED 2" PROPOSED scales PLAN VIEW
~ WILDWOOD MEADOWS MAP 2 SSMH ~ ~ ~ ~ y ~ y I ~ x 10033 MEADOWMEAD CT R= i i y y y M828 PG216 LOT 125 I I y ~ IM 662.61 yly ~ iy WILDWOOD MEADOWS MAP 3 I AIR RELEASE ~ ELEASE VALVE 16"X16"X16" TEE PLAN = 20' TO SERVE
~ i 8" INV IN=642.35 j ~ i y i N i ~ ~ 13242 BROWN-DRIER RD - r
'F ~FT,QIi ~n.3 (RESTRAINED) PROFILE _ Hnr 1° = 20~
I i V IfYV VVi-VYL.LY 1 Il itl III I ~ ~ i ~ % WUIHWLSI
U I I I 1 {tl III I I i 1 1 1 111 Ill ( I f9 Vert. 2' TRANSMISSION
[PATIO i 1 111 III I i I t 111 Iii I INSET A MAIN (PHASE C)
2SFD ~ I ~ ~ I I 111 lil 1 SCALE= 1* = 10` As Built Date
I L~--- 1 1 111 ltl j C I I ~ ~ 1..{II III ~ 1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of DEWBERRY eHR BLF MLM _
d R No. Date By Revision Surveyed By Designed By Drawn By Project-I:ngr Approved By Date 4 33
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- ON BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
- -

670 670
i
5
P 0 S D EXI TIN
E ISTI G 1"RP ~
~ ~ INV = 58.9 XIS NG , '1 0 4NV. - 6 6.4
i -E IST N RAO A 0 ~ 2" CP BR (T OOE I EXISTIN EO , IN . = 65 .20 EXI TIN GR DE ALO G
RO OS D P PELT E E ISTI G RAGE A ON ( ~ 15" RCP R ( RPSD
~ ~P _ 0 2 ~P
~ ~ ~ R C (V N T E IsT1 c RAV L _ ~ I RIV EXI TIN GR DE ALO G
60 I i B R P( IN = 658 25 DRI E E 5TI G E P EXI TI EXI TIN 2 'X~ 0 660
~ 15 R 3 I ~ INV. 15 RCP 0 ' INV. = 56. 1
, I
_ DRI c I I ' - ~I ST ELE CR K OA
- - I
- { _ - - - _ I ~ EX 511 G - ~ TEE OND IT
- _ - - _ - - ~ OVE T EXI TIN i ' D..P - - _ E ISTI G
- I - - AT R I - I 4 - - - - - 8- 3- 3 iLE 1 3- _ \ - LE ON UIT ~ - - XIS +ING XI TIN GA
- - - ~ 3 I - -f I I 1 - 16" WM r
I I - r - - I
II - i ~ - I L RN -
i I
LP I 650 ~ I . I.._,. _ _ ~r : ~ , , I 650
a I ! ~ i I i i , ~ ~ I F ' s ~ ~ ~ ;
~ ' ~ ' I ~ ~ a I. + ~ i~ ~
- - - ~ ~ - ~ - - , , I - - ~ ~ i _ -T"_-'" i ~ , I ~ i i i - ~ i ,
T f 5 T +00 ~ ~ I I ~ 3 T 4 f ~ I
I a C 3 RPSD43L P PSDS F
~ I - I DYBR STA 6 8 W T AN 1 ~.1 SA. 73.6
R OE 5 ET ' I 4 I _ _ rT 4' TELCS G POPO 4 S
I - S 54 T 60 ON TI - _ • TOB OE ,
_ - _ 1_ _ - - i- - EXI TING 8" AN. SWR A 6 3 3 t= . D S A. 7 2. 6
MU JOB 37 -98 57 FIL 1 7- ODE 5 E T ET P00 D4°RS
J I ON
640 I r 1 N 640
30+00 31 +00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
R R R R
TEMPORARY CONSTRUCTION ~ , , - - - , , I I I
° 18 tF S1LT FENCE , , l I ~ _ EASEMENT (TCE) ~ 5 STA 36+58.71 E.C. DETAIL 6.62. I ~ ~
~ , J 1SFD FORMERLY ° I PROPOSED 20 (TYP.) _ - 4 Now oR PROPOSED 45
t ~ ~ ~ r I ~ RANDOLPH L KIXMILU ~ WATER MAIN EASEMENT a ~ ~ NOW OR FORMERLY J ~ ~ ~ X
_ ~ ~ & VNFE ANNA D RESTRAINED JOINT t 2 ~ ~ ALBERT CARREON -13 I ( 201-105 1SFD 1SFD ~ NOW OR FORMERLY
~ ` ~ 201-105-12 11219-731 BEND ~ I NOW OR FORMERLY ~ NOW OR FORMERLY r 9030-725 STEELS CREEK RD ~ ~ ~ - ` KIM R SNIDER J 201-105-14
R RALPH CRIER JR REVOCABLE t I ~ ~ i t , , , , I 12345-72 ~
TRUST CYNTHIA C WRIGHT 10139 STEELS CREEK RO t zot toy 11 I I PROPOSED 20 x20 PROPOSED 20 x20 201-105-09 I iSBKD t ~ 10215 STEELS CREEK RD
323 LF SILT FENCE 6365-652 I 1 ROCK PIPE INLET PROTECTION i 14300-902 10129 STEELS CREEK RO I i RECEIVING P T RECEIVING P!T E.C. DETAIL 6.62 BROWN-GR{ER RD ~ ~ ~ f1 1 E.C. DETAIL 6.55(TYP)
t ° ~ f 294 LF SILT FENCE TYP. TREE ~ I I PROPOSED 20 x20'
) ARPOR ~ PROPOSED 900 L.F. PROTECTION ~ E.C. DETAIL 6.62 F I
~ OSED 15 WATER ~ " TYP. ~ - PROP (TYP.) ~ ) 36 WATER MANN I ° RECEIVING PIT
MAIN EASEMENT XISrINC 1 s" } ° STA 36+62.93
PROPOSED 20 x20 \ ~ ~ ~ WATER MAIN s PROPOSED 20 x30 _ ~ PROPOSED 20 x20 CMU JOB #708 93-223 PROPOSED 20 x30 I° 1° PROPOSED 45°
1.0 FILE NO. 183-003 FIE RECEIVING PIT ~ ~ o BORE PIT PEE ~ \ BORE PIT ORE PITS
v ~ G 1' TYP ~ f0' TYP.1 t r 4MRE HEIGHT t `~j t v I RESTRAINED JOINT
~ ~ ~ e / ~ ` ~ V= 677.04 t 0 (TYP.) a e~ t o\~ e ELE e e ~ BEND 11
32+0 lei e ~ g ~ cl 0,~4y;i1llrlrgrt8®
e +00 - - ~ 00 T , 0 _ _ +00 I ~~E 31 _ _ , ~ 1 ~l 53 LF SlLT FENCE
e I l~-4A .1 ~ ~ I 1 ~ E.C. DETAlL 6.62 ~ 4~`0®~~,~~01~ S
e 0 - - H r' V W. cuY~ (TYP.) X + s { p
~ ~ ` ~ WI - ~ T e LEV= . 4 _ a CM - W ,W ~ ~ RAW ~ $ r d
' - - ~1-T~ t ' ~ INV=654.34
' WIRE HEIG T - - PULLBOx _ , _ - STEELS CREEK ROAD NC 160 - PUBLIC R W VARIES B-5_ i
_ ELEV=~ INV=656.01 I I - _ _ _ uj~ ; ASPHALT =656.01 WIRE HEIGHT - - EP W esoe6yg ~®..a®~\,e®r° • - -_I I _ _ FI FV= 678.14. (,U
27 ~ - ! - 24 R/W WIRE HEIG _1 _
_ ti EL - g81. 9 `WIRE HEIG... , ~ - = - ~ t / 70ST - ~ - ~ ELEV= 2.10 - - - 0` /0 G - GV G T G - EP Z
'MRS HE1Gti.T- ~ ` - ELEV= 678.12 I ~ 28' 38+Q J W
EP / ~ ELEV= 68 - N Z, t o - ~ -t SS SS+- ~ ' \ \W FH ES=656.26 - ~ ES=656.10 PP
~ SS t t8-PVC HT - - ~ \ \ GRAVEL o k RIW U U3 GU
L.._- o 0 ~ ----------~-"-WIRE HEIG ` r ~ ~ l 0 .25 ' r tt t ELEV= 677.90 \ ` \ WV
N ~ U r~ U~ XISTING 8" SAN SEWER i ° ~ n \ FE =656.59 I - ~ ~ CAII NC ONECALL + TYP. ~ BEFORE YOU DIG i~= --r""
V' p t CMU JOB 379-98-572 t t ~
iI E 0 „ vG J EIP ~ # i , TBM #4 ~ \ t~ \ co $ P \ FILE N0. 187-7 t _ ~ ll1 NOW OR FORMERLY (11 ~i ~ , NAIL IN PP SSMH-659,58 ~ ~ , \ \ , STO P CHECK DAM
SS \ t t 0 = ~ PAULA SHANE SMITH t SSMH , ELEV. = 18" INV IN 643.79 ~ t E.C. DETAtL 6.83 1-800-632-4949
3 \ s RIM=660.13 t t 659.$6 - q \ & TIMOTHY E SOSEBEE ~ ~ N - t t t 18" INV OUT-643.73 \~t \ (9 R I 8" INV IN-642.51 t t 199-191-03 (TYP.) AVOlD UTILITY OAMAGE 40' 0 40' 80'
3 ~ ' T=642.45 t t t ~ FES=657.15 \ 8689 202 i k 8 INV OU t ~ ORMERLY \ MB27 PG699 t `o t NOW OR F 'Z. \ LOT 2 CECILIA LANE SUB PROPOSED 60 LF
` 54" STEEt CASING HORIZONTAL SCALE: 1" = 40'
° © ~ ~ BELL SOUTH t ~ tt Q WILLIAM THOMAS CARPENDER ~ ° 10208 STEELS CREEK RO ~ t 199 192-14 ~ ~ \ \ ~ ~ R~`i FIBER OPTIC t M t ' 5090-540 ,
~ ~ t ~ ~ S8-7 ORS P~` CABLE BOX OR FORMERLY m t C3 M611 PG193 LOT 3 & PT LOT 2 t 1 \ STA 37+27.8c o F gR NOW ~ H=659.44 V
i OR R P y ON 8' X 12' ROGER A WILLIAMS tot 10140 STEELS CREEK RD ~ NO 1SE g2 CONC. PAD _ t ~ t 18" I~1V 11~J-643.99 -o PROPOSED 45 TEMPORARY CONSTRUCTION . CHARLOTTE-~USEC~LENBURG
o pENg9~1 ~a63,~ 125 ~ , 199 192-24 t t , 1SBKD 18° INVJOU~= 3.93-' tt \ G \ GATE w t ~ 1 52 i,° PP 4962-40 t ~ ti t i ~ ~ cs, EASEMENT (TCE) U~ I~ I T I
~ 1~8 216 ~ Ro , t , \ ~ I ~ a3 \ RESTRAINED JOINT N PG p0`t'`'1ER _,r M811 PG193 LOT 1 & PT LOT 2 t , ~ 1~ MB ~ g2a REF ,GR 10128 STEELS CREEK RD ~ t ° / ~ \ .t ~ , 2 0R ' \ t~ \ o ~ ROPOSED 20' WATER
o ~ oo ~ , ~ 'E~ BEND ~ t MAlN EASEMENT (TYP.) ~ ENGINEERII~TG DIVISION
~ ~1g2A2 t t t` ` CARPORT/ G \ PROPOSED 20 x50
~ ~ >n q BORE PIT STA 37+37.86. CHARLOTTE, NORTH CAROLINA
PROPOSED 45° 539-07-174
~ RESTRAINED JOINT Job No. Flie No. PROPOSED WATER MAIN
\ t r t v \ \ i iSBKD \ t-;1 tt \ 70 \ ° ~ BEND scopes PLAN VIEW
, \ \ ~ t ~ , d r ° t I PLAN 1" = 40' TO SERVE
v , \ ~ t V 1 SG ~ \ t~1 \ ~ ~ t / 7 \ PROFILEu^Y = an'
EIP \ A t. 1 \ V ~ ~ 1
SOUTHWEST
r 1i~ 1 ~ NOW OR FORMERLY Vert. 1° = 4' TRANSMISSION CABRIE FAMILY LP - ON 199-541-01 MAIN (PHASE C)
E p 1 ` / TEMPORARY CONSTRUCTION ,
ENTRANCE CE 7740-68 As Built Date 10510 STEELE CREEK RD
j R R R R R/W EP EP R/W h 1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of
d R DEWBERRY BHR BLF MLM _ No. Date By Revision Surveyed By Designed By Drawn By Project =ngr Approved By Date 5 33
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- ION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

~1Ia.
~ ~ I
660 ~ - 660
k
a- I
S
I
- ~ < . - ~ _ \
3_
- t \
I `y ~ ~ EXI TIN G ADE AL NG ~ ~
ay _ _ ~
~ - _ - _ - - EX STI G G AD AL NG
- 1N _ ~Y - _ I ~ ~ - . -
65a ~ ~ - _ a ~ ~ Of GR U \ 650
j N GA
_ ~ N.R.. t - - - CM .I.P W TER _ OX _ _ -
_ J MA _ - - I - -
23 Fll 8 E EP y) ' - - _ - i 3 003 -
- e - ~
' P -
RPS 6
- -
640 640
! ~
I , - i
4
n i

630 I 630
39+00 40+00 41 +00 42+00 43+00 44+00 45+00 46+ 46+00 47+00
R EP EP R R R
I I I cB ll~ I~~ !-~I ' ; rr, I I ~ ~
GRATE-649.85 NTER t J ~ iv p~I~qq I I ~ ~ i - ~ iir i I ''1~B SBKD - ~ R
15" INV I 6.12 ~ I ! 2 ( ! ! C 0 k~. „~~'T I 2SFD I ~ C~~ f l ( I SI•iE I CON ~ r~,_ - i p `~~O
I ~
DECK v ' _ J i / \ t~ ~ _ - ~ ~ ° ~ SHED I I a tr ~ CONCRET I ' t j ~ ~ ~ ~ J I ~ ~ ( 2SFD
EIP PP R/W Heir ~ I E DR r ! \ ~ r r ~ C~ ~
- - WELL Illrr Q ~ i ! / \ r r t ° ` ~ \ . ED - ri J I ° I III --I ! / ~ t ~ / \ ~ ° I ( ~ 0 - / \ o a I ~tX O O _
t~' IIr ~ r , / \ X _ . 0. III coN _ ' ~ \ r ~ ~ ~ ~ / ~ !X o s -`"-1'- CRETE DR - - 2SFD r ~ I ~ ` \
I I i~ _ - , \ , o , 1SFD ~p - - x x
f . ! III I I ! / } ~ ! B r---, , p p Q I t ( ~ ~ r NOW OR FORMERLY I ! 1 ~ \ / p !
U ~ i t I~ f III , r (SHED \ / I - ~ L 0 Q DECK I ! ° ~ I Q I KENNETH L ROLLINS & I DECK / `--I ~ p \ / ~ I I x ~ ~ ~-1-_~1
~ I I ! I III ~ ELINE p r I \ / ~ - ~ SFD ~ 2SFD WIFE JACQU ~ _ ~ I p a 1 ! ! ~ rl(J ° ~ _ 8 d NOW OR FORMERLY r I \ / p
j L--__ q ~ I JII 201-342 5 ! ARTURO CORRALES 1SFD ~ ° X -=~jl( ~ ( 12486-319 GERAR00 - - I I p IX ~ ~I _
~ I rr II MB21 PG845 201 342 48 ~ ! CONC. DR. - _ _ tt (I Q ~ 0 20637-590 I ~ p I `-j - _ F ~p I I~ (IJ J LOT 54 BLK 2 I l I x~~~ I ~ 0
F RMERLY ~ I STEELE OAKS PHIL MAP 2 MB22 PG141 ( NOW OR FORMERLY NOW OR 0 J ~II ~ Q ~ - - _ I 0 T 44 BLK 2 - ~ ~ ~ 1SFD x NOW OR FORMERLY
LON J NIGRO JR & WIFE CAROL J Id J ~III~ ~ 4231 STEELE OAKS OR LO ARAMIS HARVEY 201-343-Ot rr JJI ~ + ~ Y EIP ! STEELE OAKS SBDV J ~ RODNEY S ASHLEY
~.I JP I ~III~ 4224 COOPERSDALE RD ~ 201-342-46 6715-683 tr I(I W ~ © r PATIO ~ 12101-645 I 0 & WIFE MARGARET 0 201-342-Ot
MB21 PG845 t IIJ p r MB22 PG141 I ~ T LK 3 STEELE OAKS PHII MAP 2 tr II( ~ ~ NOW OR FORMERLY SHED LO 1 8 ( LOT 42 BLK 2 STEELE OAKS SBDV SHED 7090-811
In ~ ,rFH h ~ ° ( I ~ ! p 0 CLARENCE E GREEN I 4230 STEELE OAKS DR rrr ~ p 0 pp© 201-342-47 4223 COOPERSDALE RD - b + i J W ~ qi4 ! MB21 PG603 `TicUJ'~ O LOT 1 BLK 2 BRADDOCK GREEN
u I Qd R/4V II( r 18977-406 p ~ 4228 COLLINGHAM DR
JQI ~ N Di r 1 1 ~ 1,() r t GRATE=653.02 • ~ EI MB22 PG 4 I 0 0 WOOD TIMBERS e~®4,Uet°°°rtrr r,
I ~i 15° INV OUT=65 48 EIF LOT 43 BLK 2 STEELE OAKS SBDV ° 1,.., P ~ PP 4227 COOPERSDAIE RD 0 0 ~ PP O ~ CAR 0 0 ~ 0 .a ~
~ W OH OHE OHE OHE \ ~ GV PP XISTING 16 pp EIP 4' IT RAIL WOOD R/W + a~
W - - - '"~`""---W \ WATER MAIN EIP 15'"~ p ~ WV ~ - UT ~ W CMU JOB #708-93-223 ~ a EIP EIP d,
= EP _ _ UT _ W - - - - - UT 71T~ W FILE N0. 183 003 ~ .a ~ a 0 ~ a ~ ate;
WIRE HEIGHT UT UT z ELEV=689.13 - v - _ _ UT UT W W O Q i
- ..__.._._--~_---------_._~T-_~_. UT UT UT WIRE HEVGHT 0 W - EP ~ W °®pe, 9~jaaaaaa.®~~~r`e<*
W - ELEV=688.09 - - _ - - - UT - - UT I - STEEL - - - uT---- _ - ~ E CREEK. ROA - ^ - - EP - _ - PV W
~ _ D NC 1.60 - ~-----_T BLfC R W _V - - _ FS - - - - ?0' TYP. -
HAL r _ _ _ __i _ ~ W
R/w 4 p 41f0 G
DD 44+00 45+00 O-- - - EP U
p p CALL NC ONECALL w~=--.'-"'- BEFORE YOU DIG
R/w Q
- - - - _ _ a
1 - - ..T p _ - - STO P 1-800-fi32-4949
3 p BRUSH - ~ AVOID U11UTY DAMAGE 4O' O 4O' SO'
C3 10' TYP.) e ' 3 { / CHECK DAM M
0 p 83 TYP. o p p E.C. DETAIL 6. HORI~'ONTAL SCALE: 1" = 40'
p n
p 7
TEMPORARY CONSTRUCTION p p p p ~ EASEMENT (TCE) NOW OR FORMERLY ~ CHARLOTTE-IvIECKLENBURG
~ p CABRIE FAMILY LP
1ss-541-01 PROPOSED 850 L.F.. N 0 0 n4o-sa U'~I~' I LI I E ~
o , 10510 STEELE CREEK RO 36" WATER MAIN ENGINEERING DIVISION
p PROPOSED 20 WATER 3 p CHARLOTTE, NORTH CAROLINA
MAIN EASEMENT {TYP.) I p
539-07-174
0 ~ p Job No. File No. PROPC?SED WATER MAIN
scales PLAN VIEW
Y PLAN t" = 40' t0 SERVE
U V y~ PROFILE
~ f X I M
1. W v . SOUTHWEST
L U Vert. 1" = 4' TRANSMISSION
I
c r As Built Date MAIN (PHASE C)
N 0 1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of DEWBERRY BHR BLF MLM 6 33
Q No. Dote By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date -
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- ION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

~ i
I
650 ~ I I ( ~ I I I I i e ~I ~ e 650
1 ~ ~ I ~ XIS ING GRF XIS ING GRA E LON
EXI EXI TIN EO
{ I I i
EXI TIN GR DE _ EXI TIN GR DE ALO G
I ~f RO OS D F } I ~ XIS ING GR~.DE LO G RO OS D P PELT E E ISTI G
~ EXISTIN E P DF DR VE GAVE 1 " R P I V. 64 .68
EXI TIN GR DE ALO G
_ RO OS_D P PELT E
` ~ ~ ~ ' I TIN E S G
- E ISTI G E STI G _ _
~ ,-T" _L.,_r %ISTI G U ~ 2" R P 1" R G A ~ I- - - - DE GR N - _ _ RIV I - - - -
- - D SA - - .~1_ i - -'''__EXI 71N ~ EF 7f; y ~ ~ -
640 - U D~ 0 - ~ E ISTI G- E ISTI G - - 640 1 R P
S .1 `XIS N IArr'0 - 1 R P i - ~ 1g~~ .LP - ~ IN . = 641.22 IN.=641.22
~i O8 93 APR XIM _ -t I I _ 223 FI TE EP N r„I"' L H _ _ N. O R Y
_ ~ _ _ ~ _ _ - - - _ _
- - - -
~ _ z - 0 E TY .
E - _ II II ~
I - P ~
I i ~ P I I I
' i I I I ~ I - , ----I - - ~ - I
~ I
Z I f ~ FU R 8° AN. SWR
~ p 630
I I M~411'~ (~A R
EXI TING 8 AN. WR. T ~ + ~ CM JO 27 -0 -59
f!
~ R OE ARRLAE
~ ~ + AV S L FI I
~ ' _ _ _ E TA L 1 3
W 6 AEVLEA S A. 1 0
I I I POOE BTEFYVLE I~ ~
I ~ SEDTIL 10
620. I r i 62a
47+00 48+00 49+00 50+00 51 +00 52+00 53+00 54+00 55+00 56+00
R R R R'
r_ ___________________'6'~-===ROCKS -p ~ ~ ~ I I ~ II ~ \ ~ I o 0
RnH IP 9 RAW - - - II t I i 9~ I o o ~ ~ (
I x o X i I \ ~ o ~ k s D ~ / ~ II I I o o \ ~ ~ o I I
t o o f I ~ / 7 i II 1 ® , I I f~ r~ I ~ ~ ~ ~ I ~
II I I o f I \ / ~ o \ I I ( I - ET \ \ I~ ~ PLAY S /~0 I 0 ~I I I 0
a v ~ ~ BRUSH ~ ti
I II, - - I I~ t I ~ ~ _ 0 ~ TI I t_ Y ~ uM I ~ ~ I I
~~W ~ (DEC - _ 1 p I I ` ~ ~ ~ MEDI S _ i ~ I I ~ 0 - ~ ~ HARDWOOD =642.94 I I I i 0
I I l o l o I FEE t
ll 1 F I I- ~ ~ I I ( I o I I 'Q I 2S D I t CE I G. O S
I I ~ t ~ ~ 1 \ 6' W00 I I 1r ll i--- L I i- I L / o I 1 a ~ ~ ~ _ - t 1rG.0 S I i NOW OR FORMERLY
11 1~ TSM 5 o I I° _rl I ~ L/~/ \ I__--- _ I r # 1SFD ~ 2 yl ~ 1 ~ SSMH 4\ { 1 0 CHIS ~ \ 9.98 I JONATHAN C FRYE
If I II ELED SQUARE n I I I I ~ < ± RIM 63 LG, PINES I \ I - EIP 0 I IN CURB I I - J r . p 8 INV IN-629.55 0 ROCK 201-341-58 I 8758-983 I
I ( _ I I ~ \ \ XISTING 8" I I V- , 5 p I 111 \ ' t I MB34 PG458 I
II I II ~ I SDMH ~ ~ SAN. SEWER V II - f'~ ~ ~ ~ 8.64 I I r. I ~ / \ / 63 CMU JOB X272-04-594 O 10575 STEEIE CREEK RD { 0
I of I I I NOW OR FORMERLY x 0 I ~ 36" I 632.38 I 0 MARK A MALEK 0 I t / 36" INV =632.27 I I II m I II I I ~ \ /
I ~ 201-341-53 I t II ~ 0 I p i I \ \ x XISTING 16° LG, OAK I I ' Off®fgftBBltttttg
I I I 22050-835 I / WATER MAIN ~ I ~ M821 PG711 - J \ CMU JOB 708-93-223 NOW OR FORMERLY ( I II I X / ~ o #
p I I LOT 1 BLK 1 BRADDOCK / ~ FILE N0. 183-003 JONATHAN C FRYE NOW OR FORMERLY ~ 0 , 201-341-54 I I GUY I I I 0 ~ GREEN ,~-h ~ t \ GUY PINES RAW es`~4, ~ O
I 4229 COLLINGHAM OR ~ NOW OR FORMERLY I RACHEAL DAUIS I J~OW OR FORMERLY ~ 8758-983 i I r r l
I I 0 II`` - I I ~ 01-341-50 I I Q • i-F - - - - - - I PEDRO RAFAEL FERNANDEZ I 2 SANTOS M VILLATORO M834 PG458 I pp I ~ I II CONC. ~ X 201-341-51 - 20583-362 201-341-49 EIP 10525 STEELE CREEK RD I PP m = SE ~ E a
'-I - - - r I MB22 PG446 0 _ 0 I Q I{' TBM HE 20325-74 SH~ p 15418 240 T 0 ONt EP m r ( s Z
- I I ~ LOT 4 BLK 1 t 22 PG446 LOT 5 ~ r 7 I I N I X MB22 PG446 L J MB ~ q I I I SPIKE IN PP 6' WOOD I LOT 3 BLK 1 I BRADDOCK GREEN t BLK 1 BRADDOCK GREEN Elp HE `G~° HEIGHT
I) - c 10416 ABERDALE WY 0 ELE I Q i I ELEV. - 645.98 i BRADDOCK GREEN I 10424 ABE ~ ~ 41. ELEV=6 4.46 ~ ~ m
I I I p 10410 ABERDALE WY ~ PP ~ INV=642.02 W I ~ (I p ~ "-10" CEDARS ~B W ~ ~ ~ ~~~~B~f~U~A4~~''~~~~~
tr ET p ~ ~ RUBS MBO 1 RCP MB 4~7'"' O WV GUY PP U ROCK p ....-~,x x x S w T WIRE HEIGHT BHT m
O R~' J I I 11' SECTION 6 WOOD FENCE _ _ ~ EIP FES 633.55 TELE. w i ELEV=662.22 _ - _ _ =-=--G
+ ~ I I 0 RS HARDWOODS OF 30" RCP - GUY CEDA / MH ; ATM UZ ~ UTURE 8" - - J v, \e, o _ - _ _ - _ ~ ~ NV=641.6 ~ V1
Q ~ I 0 INV=634.88 W U~ _ SAN. SEWER - - _ O ~ ~ Q~ \ ~ N _ _ - CMU JOB #379 04 590 ~ _ K _ =INV=64 - ' ° ~ ~~T RCP mINV=64122 RAW
V ~ W _ _ _ _ ROC m d w w _ - +DO
W EP _ Sl.T_ - - w ~i _ - _ _ DWOODS 54 / ~ 0
~ W ur uT uT - VARIES =tt - _ MEDI R W --RR- _ - -PUBLIC _ _ N 6 .38 53 , ~ ~ CALL NC ONECALL
Nlr ~ 60 - " " ~ t t ~ INV~637.75 ~ = K ROAD - W 2s E CREE - - - - tt o se-8 .r.. BEFORE YOU OIG
Z 5 ASPHAL _ _ _ _ / ~
' - ~ NV=636.7 5 _ _ EP ~ G EIP ~ ; g / ~ STO P / ~ ~ ~ 1-800-632-4949
= W M. MED. HARDW ODS AND CEDARS 7 +00 +00 / GQ. ~P~,/ 'O, (~P, ~ ~ \ avao unu~Y onMncE 40' 0 40' 80'
~ R 4$ _ _ / p \
_ ~ ~ PROPOSED 900 L.F. ~ o ( ~ ~ ~ NORI~'ONTA1 SCALE: 1" = 40'
O ~ t SSMH ~ ~ OCKS ~ - - RIM=641.54 ~ ~ 36 WATER MAIN ~ I o R I o RocKS o \ ~
~ ,,,,____r-. I TROUGH=630.63 ~ ~ - ~ ' ~ Q o DNS I 8" INV OUT=630.09 ~ GRAVEL ~ I 1 °
o _ _ _ TREE ROCK PIPE INLET PROTECTION i UTURE 8" INV IN = 630.72 -
~ ~ ~ PROTECTION I E C. DETAIL 6.55 (TYP.) WATER . DENSE I PROPOSED 20' , ~ ~ EDGE FOLIAGE (TYP.) O ~ . CHARLOTTE-:~ECKLENBURG
CHECK DAM 641.3 I STA 51 + 14 WATER MAIN EASEMENT m ~ UTILITIES ~ rn ~
STA 51 +09 I ~ o E.C. DETAIL 6.83 SEDIMENT TRAP #1 o (TYP. ~ _ I.~. ~ ~ ENGINEERING DIVISION
PROPOSED 4 _ Q - - I ~ TYP, PROPOSED f5 _ PROPOSED 36 ~ ~ ~ 3 ( ) DIMENSIONS ®WEIR - 7X43 _ I I
N WATER MAIN EASEMENT ~ A!R RELEASE VALVE { i I TE WEIR LENGTH = t a BUTTERFLY VALVE . FE=647.46 ~ TEMPORARY CONSTRUCTION CHARLOTTE , NORTH CAROLINA
(TYP.) E c. DETAIL 6.60 I SEE DETAJL 103 I I ~ SEE DETAIL 104 SfD I 1 1 ENTRANCE I 539-07-174
^~--POND ' o I _ I 1 yob No. File No. PROPC)SED WAFER MAIN
I_--- - ~ s~al~s PLAN VIEW
STA 51 +04 r ~ o x ~ 5 T 7 ~ _1 iCARPOR ~i n I ~ p I PP ,RPOR I PLAN t° = 40' TO SERVE
~ PROPOSED 36 X36 X6 TEE X I PP
~ PROPOSED 20' , , ~ NOW OR FORMERLY NOW OR FORMERLY _ _I _ I _ AA.! PROFILE • • ATA!lATIA.I 1~f _ .1 n~
o NOW OR FORMERLY GAUKIL FAMILT Lt' WATER MAIN EASEMENT W1 5-- GATE VALVf- 199-541-01 I CABRIE FAMILY LP x lLMVUKAKf LU1VJ/KU(,iIUNY nor. Y„ SOUTHWEST
L CABRIE FAMILY LP 199-541-01 x (TYP.) 199-541-01 AND FIRE HYDRANT ASSEMBLY 7740-68 7740-68 GUY i 7740-68 10510 STEELE CREEK RD 10510 STEELE CREEK RD x GUY EASEMENT (TCE) Vert. 1° = 4' TRANSMISSION
~r 10510 STEELE CREEK RD SEE DETAIL 105 As Built Date MAIN (PHASE C,
Lo o R R 1 3/08 ILM REVISIONS PER CMU COMMENTS Sheet Of
i a DEWBERRY BHR BLF MLM 7 33 No. Date By Revision Surveyed By Designed By Drawn By Project =ngr Approved By Date - -
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- ION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

a i. 4
!
`i
I

65a~ i I ~ ~ _a 650
EX STI G
~ 1 ' R P _ AV L E ISTI G
€ RIV 1 R P EX STIN E P
_ _ I V. 64 .3 - - - - - XIST NG RAE LON
I - - - - - ~ POP SE PIP LIN
i - - ~ ~ 1
I_ - ~ - -
1- - - -
I _
~ ~ _ I U E 640 - I- ( I I ~ ! ~ 2 cR ~ e RO - 640
~ l ~ _ - ND E
~ ~ EXfS OX, -
...•i~r" ! ~ ~ TIN 16" D.I. - ~ TH _ I 70 -9 -22 F PP OXI pT D -
~ _ (E ET
d S~ ~ . - 6 M~ 6 MI 0 -
I ~ -
I
I I
~ ~ _
s - - ~
TA. 56+ 5 ' fUT RE S N. S ~ ~ p
f~R ~ P SED C U J B 79- 4- 90 f
630 a AJR R L~ A E 630
UiA V S$E B~ Y P D O E 6
DET lL 1 3 W T R M IN
i
56+0o s~+oo 58+00 5g+oo ~o+o0 6 ~ +o0 62+00 63+00 +00 64+00
R R R
~ / \
1 ~ ~ \ \ 0 /i i ~ Pp~(S y ~ \ ~ \ ~ i l ~
r ~ 1SBKD ~ ~ \ ~ ~
1b ' ~ ~ - ~ \ 1 00 / / ~ J I ~ ~ ~j'~
~ 3SBKD J ~ 1 ~ ~ ~l ~y ~ \ Q i~ \ li 0 ~ ` vl ~ ~ l/ 0 ~
a~
J ~ ~ 5\ ~ off. ~ ~ \ \ ~ Q \ /j s o \ ~ ~j ~ li
~ ,,o-aa~ ~ J ~ \ ~ ~ / MH a, \ ~`F ~ ~
~ ' ' ~ ~e ~ ~ Od r V \ \e \ a 9
r + v,/ ~ ~ ~ \ ~ 8 ~ i a:-
~ ~ r I a~ Q - \ m ~ ~ % ~ U
11 >,1 1 x ~ 1 , 14 1 ''1 ~ , ~ / EXISTING 16" ,J' NOW OR FORMERLY ~ ~ ~ m'' BUMPS ~ \ / /
~ ~ VARIOUS-CONDO ~ OQ ~ q WATER MAIN 6 ! ~ ~ ~0~ 0~0 ~I SPEED I ~ - CMU J08 #708-93-223 ~93-223
o- (FMR. CITADEL HOMES INC} NOW OR FORMERLY ~ ~ NOW OR FORMERLY /i FILE N0. 183-003 201-34C-99 0 ~ ~ ~ ~ I MV ALG STEELE CREEK LIMITED ~3
` STEELE CREEK APTS lP ~p ~ / i 4 10385-698 pLAY AREA _ © 0 =•JIp 0 ~ 201-341-57 GUY SNRUB 1 'vs ~ 201-341 56 yl ~ ~ - SNRUB ~ J ~
O ' MBUOF 594 PG5 M ~ _ ~ SIG', 11971 889 p ~ wNNO ~ 11971 885 M635 PG17 GRATE=640.37 ~ © ~ AMHERST VILLAS AT ~(0 - ~I I M635 PG17 N ROCS ROCKS
~1 15" INV IN-638.62 a q ~ STEELE CREEK CONDOMINIUMS ~ _ GUY ~I I 10717 STEELE CREEK RD I ;KS i'~,orrrrrrrrr'al
---'r ` STEELE CREEK RD y 14" X 23" INV OUT-638,47 ~ ~ _ ~ NC @i ~ GRATE- 3~ ~ 0 0 Q tit ~ 1~ ~ ° CO 0 o ~
' TBM $ VAUL ~ SIGN 15" I - ,.JI ~ ~ ~ # ° T~ 91 ~ EIP OHE-------_._ -OHE O an' ~ ®'r
~ NHpME l , ~ NAIL IN PP ° pR OI~6x' 10W lr" ~ ` \ ° P 0 _ ~=31NV=637.99 d„ ~ l'. m e
ELEV. = 647.10 _==~=-FRCP 0 ~ t ROCK ~ - 14:~~~x23 ~ RI -RAP COO ' ~t2 ~
~ 0 5 0 KS Ui UT I 1 \ p ° GEpAR ~ 0 CKS ROC CB n~~ ~ ----UT------ UT ~ TBM #7 ~ ~ q i 0 O R4 GRATE=642.05 ~ ~ - - G - - - - - _ _ _ , _ CONC. S' UT ~ 2~'~ ~ ~a CONC. SW R f~" W /
L- K~ 15 INV OUT=6.3863-5-' / - - - - - ~ - - SPIKE IN PP ~ ~ -n R _ ~ _ _ _ _ _ _ -
II cu - - ELEV. = 646.92 - - _ _ _ - _ ®®®®t L. M ,0
~ EIP UT UT UT- ~ , TIT--- TES UT W = °B~"eurrarrrj4~~t
~ K VAR s \ 1.'1 ~'i P SID - U1 C R rn P 1L UB~~ SQN RP PP ~ ~ , P - z
F t SP~1~ FH - -s-% ~ BO JW
GUY / ~ 'WM ~ , - K R 10 TYP. G . ,l~v ~ REF r O _ _ W -U-- EP
_ - - - rEEL ASP c _ _ _ _ s , - S R _ - WIRE HEIGHT CEO ~ ELEV=663.28 - P 63+00
ULY' ,--'''~.d ~ UT
x ` FUTURE 8" SAN. SEWER x-~ f ,.P U'( CMU JOB # 379-04-590' " - R~W CALL NC ONECALL t? BEFORE YOU DIG
R/W ~G,U.Y ~ ~ ~ - -9-F~~
r- , _ , ~ INV=6% .34---'' - - - - _ - - STO P
_ _E~=''666,6 - - - rn r- IGHT 0.- r- ~ =644 r~" ems` a i-800-632-4949
a v= - e e e e e e e- ~ N ~ RE HE~Hfi ' LE 667.64 - 84' e e e AVOID U11UTY DAMAGE 40' 0 40' SO'
EP ELEV=670.~6 - SN e rJ_ U ' WiR~E'fiEiGHT i V t' 29 'ELEV=670.4{L ~ ~
e PROPOS ' o r - , G ~ CH£CK DAM ED 20 (POSED 20' HORI~'ONTAL SCALE: 1" = 40'
(n jS'i , , TEMPORARY CONSTRUCTION W ATER MAiN EAS Z - SS ~ £.C. DETAdt 6.83 (TYP.) ER MAiN EASEMENT
(n , - , 1 D (TYP. EASEMENT (TCE) (TYP.) ) a Ri PP , t
EP ~ VE FUTURE MANHOLE ~ ~ RP 3 ~ ~ FUTURE 8" INV OUT = 634 • CHARLOTTE-~IEC~LENBURG
o ~ SS ~ .55 ~ \ PROPOSED 800 L.F.
sTA 5 + \ ~ 36 WATER MAIN LTTILITIE~
+ ~ ENGINEERII~TG DIVISION
PROPOSED 4 ~ BRUSH ~ ~ ~ r ~ ROCK PIPE INLET PROTECT o FUTURE MANHOLE \ ~ ION CHARLOTTE, NORTH CAROLINA
N / AI e FUTURE 8" IN = R RELEASE VALV ~ E.C. DETAd~ 6.55 TYP i VIN 633.30 ~ ~ (
FUTURE 8" INV OUT = 633.1 ` ~ G SEE DETA/L 103 539-07-174
j DENSE FOLIAGE ~ ~ SM. HARDWOODS ~ Job No. File No. PROPC)SED WATER MAIN
MED. CEDARS ANO ~ NOW OR FORMERLY, NOW OR FORMERLY scales PLAN VIEW
8 ~ ~ ~ UPCHURCH UPCHURCH INVESTMENTS LLC PLAN = 40' TO SERVE
4 NOW OR FORMERLY INVESTMENTS lLC 199-181-07 ~ ~ UPCHURCH INVESTMENTS LLC 199 _181_08 20281-779 PROFILE
1-Inr = 40~
o roa +ai ua ZUZtiI-!!y + mao raoto L 20261-779 + M135-PG325 + 10712 STEELE CREEK RD
M135-PG325 14622 Vert. = 4' SOUL-HWEST TRANSMISSION
i BRUSH + 10622 STEELE CREEK RD STEELE CREEK RD
As Built Date MAIN (PHASE C)
o R R R i 1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of DEWBERRY BHR BLF MLM _
d No. Date By Revision J Surveyed By Designed By Drawn By Project =ngr Approved By Date 8 33
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- ION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

I I ~ `
I I I
I
I I i I I 650 650
i
EXI TIN EO
i - E 1STi G AD A ONG PR PO ED PIPE INE
I E ISTI G I XIS ING 1 " R P
B- 0 EXI TIN I V. 6 . 0 _
I i CB 59 E ISTI G ( i ' ~ E ISTI G
C -5 E IST~NG ~ 'PAV~ME T XISTNG
1" R P I - ~ ~ - - i i I I i 6" TOR S WE
INV. 6 6J I I - - - - _ ~ i I
640 I ~ ~ - ~ ~ IIF - - I ~ _ _ TuE I I GRVL 640
I ~ I I I _ ~ I I I I I H LT DR E Id
_ ~ i I _ ~ ~ ~ ~ I p9 I EXI TIN U DER RO TIN U DER RO ND GA lA PR . D PT
_ i ~ ~ I - - - - -1} _ - i _ - XI TIN SA . S ~ - _ - 11 I - II 6k ~ - - -
- +I- ~ CM JO ~ 1 -0 -62 I I " - _ _ ~ ~ - (3]_ EXI U.N ~
- I _ _ - - - - - - - ~I EX STIN 1 " D..P. AT R ~ " D..P. AT R AIN (AP RO IMA E D PT) - - - -
6 IN 0 E - - - - - _ ~ _ -
- - - XIS ING - - - - r ~ PODE
IN.=63.86 _ I
i ! I !
f
630' ~ L P P 630
i i
i I
~ I I I-
i ,
620 1 620
64-+00 65+00 66+00 67+00 68+00 69+00 70+00 71 +00 x-00 72+00 73+00
R R
(I
I 1 i
TO PROP.) ~ / ~ 1 NO ACCESS ! \ i
(NO FFE- ~ ~ ~ ~
I 1SBK0 I o I ~ /
I- - I ~ L~ I / lT--~ / ~ R ~ ~ / ~ \
~ / I
~ ~i ~ ~ i 0 0 FFE=643.08 \ ~
\ \ /
M./MED. CEDAR p 0 I
AND HARDWOOD O p
BRUSH AND 5HRU6 I \ ~
0
ROCK PIPE INLET PROTECTJON I SM./MED. HARDWOODS AND CEDARS\ ~ . \
E.C. DETAIL 6.55 TYP. DENSE FOLIAGE ~ ( )
SM. MED. PINES p I AV L NOW OR FORMERLY
'A'BM Q ~ UPCHURCH INVESTMENTS LLC ATE DENSE FOLIAGE DENSE FOLIAGE \ ®8~~j8~basacaaagJf®
NAIL IN PP XISTING 16" p (LX K D 201-141-01 R oe®,®~>~ CAR
V. = 642.42 WATER MAIN 20281-779 ELE CMU JOB #708-93-223 X 10833 STEELE CREEK RD ®
~ FI - PP I I PP . PP O E LE NO. 183 003 OHE OHE OHE -OHE P Q >
O GUY PP _ O I GUY BRUSH AND SHRUB PED FE 55 ~ I I IN= 639.77 Q a 6
+ w 4' WOVE ,d. R,/W ~ . + ~ SE L =z: SM./MED. HARDWOODS AND CEDARS WIRE HEIGHT 4 L V=658.46 R/W ~ Q - ~Q Q~.W ~
6' CL BRUS AND SHRUB SM
O Op ~ x WM I I x I 4' WOVEN W. , W WV SI X 4' WOVF~J x 0 INV~635.97 W W- EP r ~ °®ps~°~h',{a~se~F®®~c~'j~'e,`e
EP - M ' Ih SDMH UT _ UT - - - - - - ~ W •'Y`C'aricsltsstttysi`s'',
~ W ` ~ R~ STEELE C EEK ROAD NC 160 - PUBLIC R W VARIES ~f'l - - - W
1 ~ 15" INV OUT=635.50 ~ W =
W _ ASPHALT U} EP - 1 z - - T ~ WIRE HEIGHT J W
~ EDGE OBSCURED ~U G - G- ~ G IW =636.72 G ~ 69+00 r~V=63. I CB-56 1 { ELE~ 657.40 = W
J BROKEN 4 i _ 1 ~ (jJ 64 00 65+00 cB- .66+00 67+00 68+00 I N- _
RnN = 8 ~ ~ 6' CLF 70+Oa I IN= 637.63 CB-B9 ~ IN= 637.63 DET~~ - _ _ v FUTURE I `s9 RA EL R/W 72+00 _ _ _73a-+70 FUTURE LV ~ CALL NC DNECALL
EP ~ _ ~2-----I-~'--------- - EP f BEFORE YOUOIG RAE Q STO P
Q FUTURE - R W SIDEWALK l+0 SIDEWALK ~O SIDEWALK
I OUT= 636.78 - ~ ~ i FUTURE SSE 1-800-632-4949
i - - - - - - - - - ~ ~ - - I CE RS SSMH i SSMH - e AYOIO UTILITY DAMAGE 40' 0 40' 80'
~ HAR WO S & 37.8 STORM ~ RIM=643.02 JB-60 - CB-58 I RIM=641.22 I ~ i I I I IN= 637.38~CB-59 8" INV IN=634.36 i PP HORl~'ONTAL SCALE: 1" = 40'
SM. D. P S ~ 15 cn 8" INV IN=636.54 I / OUT= 637.38 s ETENTION #4; ~ 8" INV OUT=636.34: i ( i I I 8" INV OUT=634.16 334.36 I CONTRACTOR =634.16 I TO REPLACE 305 LF S/LT FENCE
~ C8-591 ~ + DENSE FOLIAGE ( IN ~ 637.571J~-60 I I I ~ f275 LF 7 ® EC DETAIL 6.62 (TYP.)
t ~ Q CONTRACTOR TO REPLACE ~ OUT= 6 7.57 ( s I ~ I~ I I I SIDEWALK
~ 1500 LF SIDEWALK I ~ - ~ 1 r~ - I I I I I 3 I ~ NOW OR FORMERLY I I ~ NOW OR FORMERLY I ~ ~~~ffi~ffi~~~~~~~~~ . CHARLOTTE-IVIECKLENRURG
° ' STEELE CREEK APARTMENTS LP ORM I I r TEMPORARY CONSTRUCTION i I ~ STEELS CREEK APARTMENTS LP
I iss-181-05 ~ TENTI O I I d STOR ~ I{ ~ 22042 9 89/22042-395 U T I L I T I E
22042-389 22042-395 EASEMENT (TCE) MB48 PGi ~ I I ETENTO 53 PROPOSED ~ ~ 4/~ i~~ 10924 STEELEG(2iEEK RO E N GI N E E R I ITT G D IVI S I O N
~ ( 10924 STEELE CREEK RD SANITAR ~ ( 4 ~ I Y SEWER I h~ i I a I A ~ FUTURE I ~ ~ I CHARLOTTE, NORTH CAROLINA
,I I y., , 530 LF SILT FENCE E SEMENT I i~ I I PROPOSED 2D WATER ~ I ~ I ASPHALT I CATCH BASIN INLET
1 EC DETAIL 6.62 (TYP.) ~ I DRIVE I& I I PROTECTION MA1N EASEMENT (TYP.) ~ ~ TEMPORARY CONSTRUCTION I 61 I ~ J ~ / I ~ 539-07-174
° I ~ \ J ~ / ~ _L~ ~®L_~ L~~~~~~.~~s . E TRANC£ TYP. 119! I~ I CLOS DETAIL 30.15 v PROPOSED WATER F SIDEWALK ~ 11 ~ ~ SIDEWALK Job No. File No. PROPOSED WATER MAIN
' ,I ~ IIII IG TYP. Y / ~ Y I ( ) I MAIN EASEMENT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~I
~ ` + I I~ Y Q / ~1 I ! ! ! ! ~ 1\ QI ! I ICI 3 / 1Q~~ / j I j-------~ ~ scale', _ 40' PLAN VIEW
~ ~ 1! I IW Q TO BE OPEN CUT 68t tF I W'I/ v ` I ROPOSED 900 L.F. \ al NI I3I o / .f I W II/ / ! ~ I , - zT _ ~ PLAN - TO SERVE L , I , ~ I ~~I I I ~ I ~ i.,. I ~ PROFILEHnr 1" = 40' ...,..~.....r.,,...
~ I I4 ~ ~ hI 91 I ~ i~l SEE STD. DETAIL #9 & I NCI ,
36" WATER MAIN ~1 11 j jl SEE STD. PAVEMENT I II' _2SFD _ i SUU l HWt S l
1 1 11 III II REPAIR DETAIL #9A I II f Il I_ _ _ , FFEj;44.86 r Vert = 4 TRANSMISSION
\ I! I I I I I \ III I ~ \ I iI
n ' - a I I I I I I As Built Date MAIN (PHASE C)
Lo o R R. 1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Jim DEWBERRY eHR sLF MLM 9 No. Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date _ ION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
a
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-

650 650 ) ,
~ .
- g
n ~
, ~
~ - XIS LNG
4° P
POP SE PI ELIN E ISTI G ° G S AIN EXISTI 8' SA . S R s I
~ 64a
640 I UTU E E ISPd!G E~iOP EXI TIN
j ~ E ISTI G 24" RC ` I I ( INV. = 33. 5
EXI TIN GR E= 35. 4 I i l ) IN = 635 88 R(j' 30' RC
_ - - - _ INV = 63308 30" INV. OU =6 2.5
I ~ -
I 1 I I _
E 9STI G i~" D L WA In~R AIN (AP~Rt~ IMAM E dEPT) _ - I -I - - -
- - _ _ _ O # ~0$= , ~ - =103 _ _ - - ~ - - - - - _ _ ~ _ - - EXI TIN EL C. ON UIT I -
XISTI G SA . S I I j r i _
I - I - _ A-~fT S,~W~R _
- _ I 6 IN OVER Y I ~ bIP Gi~ vi~Y s~ ~ _ - - -
-
-
18 I . A ~CEI L ~ A ANC , R VI E ER W 630 630= F ( • a ~
~ f i
C
g ~ c
i
r I
I
I ~ ~ 620 620
+ 75+00 76+00 77+00 78+00 79+00 79+37.60 73+00 74 00
LI- ~ -
CONTRACTOR TO ~ I - - - ~ -T o r NI
CONTRACTOR TD REPLACE 8 PVC I
H REPLACE 8 PVC GRAVITY SEWER W/ 201 LF BR SA HR I ~ ~ I
GRAVITY SEWER W 201 LF 8 D1P GRAVITY SEWER X x x X I / I
8" DIP GRAVITY SEWER CENTERED ON WATER MAIN
BRUSH AND SHRUB x CENTERED ON WATER MAIN CONTRACTOR TD DENSE FOLIAC Lor ~ \
REMOVE AND RESTORE 60' ~ \ 1~
EXISTING 4' METAL FENCE ASPHALT PARKING \ ~ - PINES ~ O
NOW OR FORMERLY CONTRACTOR TO x DENSE FOLIAGE SCHAEFER SYSTEMS INTERNATIONAL REMOVE AND REPLACE CEDARS AND HARDWARE CLOTH AND GRAVEL
2G1-141-os INLET PROTECTION O
5894-455 201 LF 15 EXISTING RCP x-- ~ f.C. DETAIL 6.51 (TYP. _ O MB22-PG672 (v
. 10021 W'ESTLAKE DR ROCK PIPE INLET PROTECTION TBM 10
# 'Q XISTING 16" E.C. DETAIL 6.55 (TYP.)
PINES yyATER MAIN . , _ NAIL IN PP CMU JOB #708-93-223 ssM ELEV. = 636.06 (n
FILE NO. 183-003 RIM=639.69 . 8" INV IN=629.86 r
P PP R/W O ~ O PE p DENS WIRE HEIGHT ~ eg~~,<aasrsaeaa j®®
O REPLACE 8 PVC WIRE HEIGHT BRUSH AND SHRUB ELEV=653.47 ~ LLa ,~~AF~Qt A,®e
O " ELEV=657.17 W + GRAVITY SEWER W/ 251 LF 8 C7 ,W % ®®s
M EIP F DIP GRAVITY SEWER W + R/W o p W W - EP P' l
W T U T I T ~ m Q
~ - - ~ WIRE HEIGHT O~~WIRE HE G YI - - - - . - ~ ELEV=657.83 SSMH F` ELEV-65 85 GRAT = ~ W 0 40
W EP > RIM=637.80 E~35'g4---~ ~ W a STEELS CREEK ROAD NC 160 SSMH 30' INV IN=632.83 / a e'
W RIM=636.97 8" INVIN=632.27 30 INV = PUBLIC R WVARIES - ASPHALT 8" IN OUT=632.2 ~ - OUT 632.59 EP , 8' INV IN=631.77 ~ °~7qF~ ~GVe~®®
W - 15 - .65 ~ ~ I - ~ W z Ep 2 --------~--------------I 'Jtd~ftltiA61~'~4~
- O ' / " PVCS ~ ' i
W 8 ' P 7 ~ 78+00 „ RcP . R/w Z .J $B-9 S I , ~--"'--.__i~S V =636.3 ~ 3p, - - - PP PP 79f00 W R/W 76+ - - - - cur
_ 73+00 74f00 75+00 0 _ FUTURE - - ~ - - -
EP - - - U
- - - - ~ P FUTURER/W _ - - Q - - - - - X-~-X 's z~' e.CP P 79f37.60 f-
S - 4' RAIL WOOD ~ - c - e e Q I ENTRANO~ G
FUTURE SSE - - e e ~ 124" RCP I e , MONUMENT I 0 G SSMH 5 XISTING 8" I III i - CALL NC ONECALL BEFORE YGU OIG
I EIP hl ~ I RIM=639.91 SSMH SAN SEWER X ENTRANCE I iii ~.I I
I 1$' 8;; INV IN=631.73 RIM=640.26 TEMPORARY CMU JOB #100-99-660 MONUMENT Iglil i ONC. I 8 INV OUT=631. - ~ Q 5 8 INV IN-630.93 CONSTRUCTION ,FILE NO. 183-5 STO P
I 8" INV IN=631.37 I iilil ~ ~ I I SSMH 8" INV OUT=630.75 I CB I III NOW OR FORMERLY I RIM 640.23 EASEMENT (TCE) x GRATE=637.38 Inlll 4'i STEELS CREEK ASSOgA i-800-632-4949
_ I P I ~ TREE ~ 8" INV IN-632.25 235 LF ROCK 24" !NV IN=633.90 III ~ ~ 199-182-01 AV010 UT1l1iY DAMAGE 40' 0 40' 80'
I I ~ s° INV IN=632.25 (kill Ipl i I PROTECTION f" ` 8" INV OUT=63 SILT FENCE ONTRACTOR 24" INV IN=633.90 I III Q 11020-492 ( 2.05 IIII ~ ~I I ~ M834-PG280 LOT 336 TyP, ~i
I ~ ~ ~ ~ 15" INV IN=635.17 ) ( ~ \ ~ \ EC DETAIL 6.62 TO REPLACE I p ~ STEELS CREEK PH t MAP 1 ~ ~ 24" INV OUT=633.71 II II i I I NORLZONTAL SCAtE: 1" = 40'
o \ ~ \ 3001 LF ) ~ I 9505 STEELS MEADOW RO ~ ` , 24" INV OUT=633.71 ~ II , I I CONTRACTOR TO SIDEWALK ~ 1 I ~ ) I
PROPOSED 20 Cz ,4y J XISTING 8" REPLACE 1001 LF SIDEWALK N NOW OR FORMERLY Ildl i i WATER MAIN SIDEWALK
a WATER MAIN EASEMENT (TYP.) F ~ STORM EUUD SALDARRIAGA ~I II) I CMU JOB #100-99-126 I CHARLOTTE-:~IEC~LENBURG
3 TEMPORARY ~ ~ C 199-183-31 „ ~ I-- -FILE NO. 183-5 ~ \ DETENTION ~ 19784-910 I IIII II I i ce
~ CONSTRUCTION ~ # II o = CONTRACTOR TO GRATE 63~ U I ~ Ma34-PC2so I ~ 11 I I t acf zot LF U T I L~I'I' I E
N ~ ENTRANCE (TYP.) \ LOT 1 STEELS CREEK , 24" INV IN=633.55 0 o REMOVE AND REPLACE 20 LF - P~.~ ~ ~ I III o ~ \ Ip PH 1 MAP 1 ) II I) 24" INV IN=633.55 EXISTING 30 RCP ® ENGINEERI:IVG DIVISION
~ - - t 9506 STEELS MEADOW RD I ® 30" INV 0 T= ~ I TO BE OPEN CUT 56 LF I „ „ _ ,II II i) U 633.28 CHARLOTTE, NORTH CAROLINA
SEE STD. DETAIL #9 & I I I - - _ _ _ i III ~ _
I SEE STD. PAVEMENT REPAIR DETAIL 9A O , O ~ # IIII hjj 539-07-174
i ~ \ 0~ ~ Now ~ FORMERLY ° i i i ~ TO BE OPEN CUT 31 t LF ~ ~ tae No. Fide No. PROPt~SED WATER MAIN
1 Il I STEELS CREEK APARTMENTS LP I ii i ~ SEE STD. DETAIL #9 & I scales PLAN VIEW
= tss-161-05 = , ~ 1 ~ PROPOSED 638E L.F. ~ - GB N I i i w, SEE STD. PAVEMENT ~ 22042-389/22042-395 GRATE-639.98 IIII REPAIR DETAIL 9A NOW OR FORMERLY PLAN = 40' TO SERVE
y M848-PG153 24"INV OUT=634.73 n ,3~ WATER MAJN I I II + PATTEN VENTURES, INC PROFILE
~ ~ 10924 STEELS CREEK RD ~4" INV rnlr=a~a7~ IIII ~ ~ee_~Q~_nd Nnr 1" = 40'
rnurUStu _ ! p -7-1 L SANITARY SEWER 7150-19i
° +I EASEMENT r - I i i > PART OF PARCEL I c ! 16 1 I I I I 4 Vert. t" = 4' SUUINWtsI TRANSMISSION
I I I LIP 11026 STEELE CREEK RD I~ I I r ro
As Built Date MAIN (PHASE C)
tn R/W R/W R R 1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of DEWBERRY BHR BLF MLM f 0 33
0 No. Date By Revision Surveyed By Designed By Drawn By Project--Engr Approved By Date -
a
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- fION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

640 EXSTI G E P i ~ 640 m . .
E (STING RAD A ON
P ~OPO ED PIP LIN -
E 1ST( G F S _ _ - = RIV EL V. 33.2 - - ISTI PR X• -
C U ISTI G 1 P AT MIN ~ C U J B# 708 93 22 ND G OX 1 '
_ FI FI 8 STS G _ E PP
- - (A PF (A PR X. EP H) _ ~ pER RO ~ - -
IiI
- I - - - I R '
~ _
-
630
TUEB"SA.S 630
18' I. LA '
j D
I RPS 6 I -
AE I
620 620
a
~
t~ D
E ETA L 1 5

6~0 610
201 +00 202+00 203+00 204+00 205+00 ao 206+00 2Q7+a0
R~yy EP EP EP EP R/W
' ROCK OUTCROP I , I
- ~ II OCK , I I V LT ~ I I
i~ i i 0 ( I o I lv II I ~1 I
I \ I III II ll I v l . I I III f
ll ~ „ ~ I~ _ ~ Q - r ap I - ~ ~ - ~ ~ ; COMMON AREA AND II I9
~ FH 0 LANDSCAPE EASEMENT Ip I 18 I NOW OR FORMERLY
~ ~ ' ~ ^ II I~ ~r r ~ IGN v1 PER DB 6638 PG 601 , , I ~ ~ C' I CLARK'S CREEK ASSOCIATES I, LLC ~ 201-143-Ot
of Q 'o I I ~I GB II STA. 202+05 ASP ~ ~ ~ I I GRATE=638.56 I
~ I i'~IJFLOOR=633.00 I~ ff ~ I I - ~ I NOW OR FORMERLY 33.00~~ 1fi35?0575 LOT 1 4205 WESTINGHOUSE COMMONS DR
PROPOSED 4 ~ ~ I I II ~ CHAFFER SYSTEMS fNTERNAl10NAl ~ I I I - _ `t ~ 1--,-------J-
201-141-09 ASPHALT 0\ 0 I I ~I t AlR RELEASE VALVE I I ~ 5894-4 f V ~ w 55 ~ ~ I ~ I I
ASSEMBLY M822-PG672 f \ Q I a i
10021 WESTLAKE DR f ~ ~ , I ~ I 1~ SEE DETAIL 103 ~ ~ ~ I ~ I
14 ~ ~i . I ~ ~ TBM #11
O j~ x ~ V iai 0 I~ I / ~ ICI Q SPIKE IN PP q~g4itilP:ppp
co Z ~ I: I SDMH ELEV. = 638.81 EXISTING 16" WATER MAIN ®~®®~~c~tpp CMU JOB# 708-93-223 ~a`
Ico1 _ ( ~ V RIM-640.12 FILE# 183-003 0`` 0.12
~ CO E ININ LL ROCKS I I \ \ I I 18" INV OUT=629.7 I~ v l SIGN I I ~ 'OUT=629.7 ~ ~ ; ° < n = _ a
~ ~ i i Q i \ ~ GV I 0 ~ ROCKS I~ ~ J I I
ROCK PIPE INLET PROTECTION ~ s~N I ~ 0. 1 ®e a
E.C. DETAIL 6.55 (TYP.) ~ j PP Q / p d ~ APP O ~C'~ s®~ GI~~~Q®~~,~```".
I- RAW OHE OHE (n PP FES= 32.68 SIGN ~ PP ' ~ SIG<JN w ~ WMH
® W - W 'I' p~dpdotas~sasN°°
~Me 0 I I (I FUTURE 8" SAN. SWR. - - - - - -
Q ~ SIGN- 0 SIGN I I CMU JOBS 379-04-590 - _ In W EP - - ~ W PPWITH SIREN N r
UT UT UT I + ~ 11
o STEELE CREE ROAD NC 160 - PUBLtC R W VARIES o ~ - s ` w I~- W 1 U?' EP ~ W
-I I - - - - - - cv ~ -T I I T ASPHALT - - • .I 28' _ _ - - - - - - - - - _ W
W - EP----
Q -G G 'G W ~ FES=633.31 , G f' 0° RCP 1- r- ~26
~ - 204+DO 205+ R W - 00 - W ~0 EP = W
- 4 W , 2osfao 207+0o U ~
m , Z RAW
CV ~ ~ T- - - - - - - - 1 w J f 2D3+00 - - - - ~ CAII NC ONECALL - BEFORE YOU OIG
Q 11 0 ~ 0 0 - - = e e e ~ e e e e e e
a e V 1 a e------___.__ a i V I TYP. FUTURE MH ~ FUTURE MH ~ ( ) ~ e______ e - - ~ - - ~ S T 0 P , e e e""-----e 1-800-632-4949 4~ 0 40 SO
FUTURE INV. OUT =628.28 FUTURE INV. OUT =626.85
' Q , i STA. 202+00 o II I s~ TEMPORARY CC MPORARY CONSTRUCTION AV01D U11UTY DAMAGE HORIZONTAL SCALE: 9" = 40'
~ ~ I PROPOSED 36 FASEMENT (TC~ II I ~SEMENT (TCE) 20 (TYP.)
o ~ I ~ BUTTERFLY VALVE
~ } PROPOSED I I I SEE DETAIL 104 WATER MAIN PROPOSED 700 L.F. . CHARLOTTE-I~ECKLENBURG
o ~ 36" WATER MAIN
I I ( EASEMENT (TYP. ` ) N ~ STA. 201 +95
a I „ ~ ~ I NECK DAM TTILITIE~
i PROPOSED 36 X36 X6 TEE ' i I ~c. DETAIL 6.83 (TYP.) ~ ENGINEERING DIVISION
W 6 GATE VALVE AND CHARLOTTE, NORTH CAROLINA
' I i F/RE HYDRANT ASSEMBL Y c ~ ~ 6 539-07-174
I 14 I 15 13 N ~ ? I SEE DETAIL 105 ~ NOW OR FORMERLY Job No. File No. PROPOSED WATER MAIN
NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY I I I PATTEN VENTURES, INC PATTEN VENTURES, INC CLARENCE D. CARTER JR. AND MARGARET S. CARTER Scales PLAN VIEW
PATTEN VENTURES, INC 199-181-14 ~ SEDIMENT TRAP #2 199-181-13 Y 199-181-04 I I 7150-203 ~ ~ 07150-19i ~ 199-181-11 ~ 5110-242 PLAN 1" = 40' TO SERVE
_ I I DIMENSIONS ®WElR = 12 X25 ~ 7150 191 ~ i 111104 STEELE CREEK RD , STEELE CREEK RD ~ ~ 11301 ED BROWN RD PROFILE
PART OF PARCEL 1 ~ ~ WEIR LENGTH = 8 ~
0 11026 STEELS CREEK RD E.C. DETAIL 6.60 or.
~ R R i R \ SOUTHWEST R Vert. 4' TRANSMISSION
n As Built Date MAIN (PHASE C)
s0 1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of
a: DEWBERRY BHR BLF MLM _
No. Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date 1 1 33
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-1 ON BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

660 i 1 i ' ~ ~ I 66a
i
I I
I
, ~
I

( EX STI G E P I C U OB 70~-9 -2 ~ EXIS ING TE CND IT EXI TIN G S r nN G s
i ~
650 PR PO ED IPE INS j i I 65Q XI511NG
EX STIN S MH EL CO DUI
RIM 64 .62
5" NV. 64 .86 l EX STI G U DE GR L GATE 64 .52 _ - iTl G U DE GR UND GA APR X. EP Z ~ _
~ TIN 5" NV.~639~.74 i EXi IN U DER RO ND 1 U DER RO ND TEL PN NE AP ROX DE ~ _ - _ - - -
- - 'EXI TIN i R P ' _ - - - -
~ - t
/ _ _ - - -
I X STIN 1 R P ~ ~ ~ = f I ~ EXI TIN ~ FE I I IN . Elf£V. 6 0.9 ~ ' _ E
~ EXI TIN -
~ EXII IN I I TW_I 15' R P N 1 R P _
-I f I ~ i` ~ - _ 640 - - ~`i GG iEXI TIN 16" DIP WA ER MAI U4Q
_ ~ ~ ~ ~ - = 4. L1 - - LJ
I T _ 6 Ml 0 E, _ - FILE 1 -0 3 V (AP RO . D PTH
_ _p - _ _ - S 0 _ n, _
,~-I.,- = ~
, ` . ,
-r ~
I I
jI~ ~ ~
II j I E I ~ ~
s- f
630 ~ ~ ~ ~~V
~ ~ II
I ~ ~ _ E,
I I

I a_
208+00 209+00 21 0+00 21 1 +00 21 2+00 21 3+00 21 4+00 21 215+00 216+00 217+00
R
~ ~
, ~ J ~ I
i I NOW OR FORMERLY I I TCA WESTLAKE GROUND LEASE,LLC ---__I-~----
-1 _ - I 201-143-03 _ _ _1_-- ~ ~ f-', f~f
- - - - T ~ I 22233-592 - - _ _ -
- - - p I 11 I 35 05 - - I n i 1 I LoT2 _ I - p ~ 1~ I _
1 NOW I WESTINGHOUSE BLVD _ _ -'j I I I I I OR FORMERLY I I I~ _ - ~ I _
© CLARK'S CREEK A 1 ~ I--'"- ~-------------I I------------- p SSOCIATES I, LLC , I I _ r
IO ~~.g--~-=-~ 201-143-Ot I I~ - - - 16742-475 I ---------------------------=_~=-==---=--V - - r
„ 35-05 I ~ I I ( XISTING 16 WATER MAIN LOT 1 4205 WESTINGHOUSE C M I ~ 40'X40' SOUTHERN BELL A ~ ~ - - 0 MONS DR I ~ ~ E SEMENT I~...~...~.-_ _
CMU JOB# 708 93 223 ~ I - - PER OB 5962 PG 883 FILE# 183-003 ~ OHE ~ ~ ~ 0
GY F _ - - ~ I OHE PP ~
~ I PP
~ ~ aa,~aa a GUY _ - ~a I ~ - - OHE CB - a~paa as,,~'y~ aaaa , PP I ~ g , - a tJ"`"' GRATE-647.72 1 r ~ I i + . ~ , , PP EP r- Ag~Oaw~otther~a
aaaaa~ Y OHE EM _ i ~ I~ 15" INV IN-645.00 ~ V ~ GUY CB ~ ~ OHE I -
E ~ ~ - L------ - 15_INV OU -644.99 a a a ~ a 0 a = ~ _ - p GRATE 645.35 =~-m--~--4- I ~,QI~~ GRAZE=6 OUi9- 646.50 , ~ ~ U~ N~„ ®®°°~(~Ci;~QI®e
O OHE P 18" INV IN=642.22 GRATE=645.56 PP Ip „ I ( I~ ' I - 1 gI INV - .,ON~ ~o~~K ~ " ~ S ; ®®°e
~ 18 INV OUT=642.18 18" 1NV IN=642.43 GRATE=647.86 PP i l + R~yy 18" INV OUT=642.34 15" INV IN=645.15 GUY
r, o 0 o a 0 0 0 0 0 o r- O ~ _ - - CONC. S16E'WALK -
~ - - - -
FES=640.911 PED ~ y~--' "
Q ~ W / NEW LANE WIDENING- _-====CP _ iq5" RCP W UT W - - - - - - _ - ~ (UNDER CONSTRUCTI ON) - -
W EP -U~------ ltT- UT W ~ ~ EP.J ~ ~~~~~~uua~~c~~®~~
~ ~ UT UT SDMH TEMPORARY U SDMH p11 R _ _ _ RIM=643.67 _ - CONSTRUCTION STEELS CREEK ROAD NC i 60 - - -U U
_ _ _ PUBLIC R W VARIES RIM-648.17 18" INV IN=640.95 - c Z ENTRANCE ~ 15" INV IN =644.82 _ r G
- W - - 18" INV OUT=640_88 - - - - ~ ASPHALT 18" INV. IN = 644.7 ~ ~ EP - - 5 ~3 13 c _ _ - - , 216+0~~ SB-10 211+00 R/W c~
W -f~~ /i~o"~-~ - 18"INV. OUT=644.61 _ _ - c-- G G
282 FES=639.57 2 - , - U RAW - ~'=z 15'"RCP - ~ 22 2 ~ ~ ~ e-~+- ~ - - - 215+00 _ _ ~
- H-- 2 ~ p' 2120 24 Z 14+00 0 21 +00 - - e
Q ~
o \ ~ U T o e
e e e---------- ~\1 e e o e o o _ e e e
SDMH - RIM=643.62 \ ~ \ FH ~ ~ _ e e e e e
(TYP.) }5" INV =640.86 \ ~ps0 s; GRATE-643.52 TWIN 15" INV =640.84 ZQ' (TYP.) a a TWIN 15" INV =639.98 \ ~ ~~~0 a 0 ~ ~ ELEC. F~ PROPOSEa WATER MAIN TRANSFORMER LJ
~ ~ \ 15" INV =640.95 TREE TWIN 15" INV =639.74 q EASEMENT (TYP.) -PAD - - -
W \ \ PROTECTION _ J. CALL NC ONECALL - BEFORE YOU DIG
Q \ HARDWARE CLOTH AND GRAVEL TYP _ _ - - - - -
a ~ \ INLET PROTECTION - HIGH ONE STORY CONCRETE S T ~ P 4O' O 40' SO'
~ ~ \ , E.C. DETAIL 6.5f (TYP.) 17 ~ ~ 6 \ \ ~ \ ~ I (ARMSTRONG RELOCATION) i-800-632-4949 ~
\ \ I NOW OR FORMERLY a NOW OR FORMERLY ~ ~ \e ~ = PROPERTY LEASING VIII, LLC AVgD UflUTY DAMAGE HORIZONTAL SCALE: 1" = 40'
n CLARENCE D. CARTER JR, AND MARGARET S. CARTER y ~ INV 640.77 a 199-181-11 ~ ~ ~ ~ \ 199-172-02 I
~ \ O \ 9038-960 b 5110-242 ~ \ TEMPORARY CONSTRUCTION RIGHT-OF-WAY DEDICA I TION TO NCDOT MB 32 PG 795
~ 11301 ED BROWN RO \ O ENTRANCE 4400 WESTINGHOUSE BLVD I 3 ~p ~ ® CHARLOTTE-~vIECKLENBURG
g \v' ~a 1
N~ \ \ -0 ~z ~ \ GB I TEMPORARY CONSTRUC I = .s1 'Y CONSTRUCTION U T I I T I E
o EXISTING 8 WATER MAIN \^,L~"Z R M 6 TO 8E OPEN CUT 52f Lf NECK DAM f EASEMENT /TCE _ \ 15' INV PLUGGED t ) ~ CMU JOB# 708-93 223 \T ~ SEE STD. DETAIL #9 & f.C. DETAIL 6.83 TYP. (rcE) ENGINEERING DIVISION
( ) I N FILES 183-003 \e SEE 5TD. PAVEMENT REPA CHARLOTTE, NORTH CAROLINA
~ \ ~ y \0 \ DETAIL ,~9A
\ ~O I s ~ PROPOSED 950 L.F. 539-07-174
N \ \ \ 0 99 I roe No. Flie No. PROPCISED WATER MAIN
36 WATER MAIN i TBM X12 P ~ ~ I scales PLAN VIEW
NAIL IN PP P ~ i \ PLAN t" = 40' TO SERVE
1 i ELEV, = 643.78 ~ PROFILE
_ I
L ` R/W E R/W
Vert 1° = 4 ':WUI HWt51 TRANSMISSION
i
`o uo As Built Date MAIN (PHASE C)
0 i 1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of DEWBERRY BHR BLF MLM 12 33
a No. Date By Revision Surveyed By Designed By Drawn By Project-=ngr Approved By Date _
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- ION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

I
~ I
r EXI TING GR DE ALO G
! I • A . ROPOS D PIPELIWE a
~ 4" INV. IN = 6 6.15 EXISTNG GRA E ALON 9
I ( ~ EXI 11NG EO XISTING SAN. S CO I ~ 1~S ~ °INV. 645.2
I 4" INV. = 45.67 I ~ I ( I WESTNGHOUS
_ I LVD.
I I ~ - XIST - AN. SW I 4." ~ 64.09
I ~
I I ~ i - - \ EXISTING GRADE ALONG PROPOSED PIPELINE
~ II I
I j I I EXISTIN 2" WM (
. m R _ a _ - I I 650 I
ILE # 1 3-003 I ~ I EXI TING TE E COND ITS FIB R OPTI EX STING T LE CON UITS 1 I I I ( ) I
6 M N C VER f ~ I EXISTIN 8" WM I( - I ( I - I
- ` - Mt~JO ~ - - - ' ~ I I I ILE ~ 1 3-003 EXIS ING FIB PTIC I - - _ _ I I EXISTIN 8" SA d. SWR
- - - j , ~ - I - - XISTING U ~ ~ ~ ( EX STING T LE CON UITS CON UIT (CA V INV. EL V. = 6 3.95 8" SA . SWR \ V. = 6 3.95 EXISTING 16" WM
- _ ~ NDe -I' - - - _ ~ ~ RG (APP OX. LO A ION) CMU J B# 500 05 I 3g 500 05 REPLA E 8" PVC RAVI SEW R CMU JOB# 66~-42-18
- _ - ...i. - ~I _ _ ~ 1 RGRpU OX, D ,h I EXISTI G 4" S N. SWR _ _ _ _ _ _ _ _ _ _ 3 WITH "DIP GRAV TY SE ER FILE# 243-001
- - - - ~ -z' . I i ~ ~ tE Ott ~ ~ ~ I INV. E EV. = 6 4.81 - - - - - - - - - _ I R X NG1 "WM
~ I ( ~ ' ~ ~ " ~ MI CO ER FIL # 243- 01 I I - - - - - - - - CMU JOBS 500- 2 ~ I -~-E;~-~=0~ I
APPROX. DEPTH i _ _ ( I
_ _ ' - I EXISTIN 16" DI WATER MAIN ~ - - ~ I i ~ ~ - - _ _ _ _ _ _ L ~ - - - s~ CMU JOB 708-93 223 ~ ~ 1 I ' ` ~ - _ - _ _ - _ - - - - i I
- ~ _1 I ~ , I ~ - ---r - -
XISTIN 4" SAN. ~ ~ EXI TING 4" ABAND NED 'I u G S ' ABAND NED ~ _ I _ _
CMU J 8# UNKNOWN ~ FORCE AIN(APPROX. DE TH) EXISTNG 16"x 2" RED CER EXISTIN 12" DI WATE MAIN EXISTI G 16'x 6"x12" EE - OX. DE TH) ~ - ~I~E 2 0-1 ~ ~ - - - -
i 70 - - CMU J B 708 93-223 CMU JOB 7 8-93- 23 CMU FILE 2 0 1 ~ EXISTNG 12" AS FILE# 183-00 # # FILE# 1 3 003 FIL # 183- 03 EXI TI G , ' I
( (APP OX. LO TION) (APPR X. DEPT) APPROX. LOCATI N) T LE CON UI S rrZ MIN. CLf RAN E EXIS :ING 12" DIP WAT R MAIN RAN E CMU JOB# 6 -354
FILE 183-01
i S~ (APP OX. DE TH) ~ I I STA. D 15
~ ~ ~ ~ ~
~ ~ - - - - - - I ~ , - ' - ~ ' PROPOS D - r- EXISTING 6" WM
I ~ - - - - - - - - - - - - - - - I I 1 ~ ~i ~ ~ 16"x16" 1 ti" TE d
I I ~ I I ! ~ i I _ - - ' - - - ; ~ i (ANGLE DOWN A NEEDED
~ ~ ' ~ is r i I i ' ' ~ I
i „ ~I I ~ PROP SED 36 I ~ ~ ~ I ~ I CONNEC TO EX1 T1NG 1 ti" n
i I WATER MA~'V ~ - _ ~ 640 ~ { ~ WATER AI.N
i ~ W I
~ ; z STA. 22 +39 STA. 22 +57
~ EX! TING 36 IE ROP SED 36 WA ER A/N PRO OS 2 .5 ° j I .5
~ ~ RES JO/ T END STA. 22 +59 ~ ~ STA. 0 10
~ ~ TO XI NG 6 W ER A/N RES JO NT END _ E TI 3 A i
~ ~ ~ , I TA. 217 60 ROP SED 45° PROPOS D 90° R ST
~ ' STA. 22 +44 + STA. 22 53 -RD OSE -4-- Z 1 ~ JOINT BAND RES JO NT END I BEGIN f~~STRAINE JOINT PIPE
= ~ POP SED 45 RES JO NT END PRD OSE 3
1R ELE SE VAL E A 'SEM LY ~ I W ~ ~ BE IN EST AIN D J lNT PIPE BUT ERF Y V LVE
IDET_ALL_L~?_ m L VE ` ~ I {ANGLE UP' AS NEEDED) 1
SEE DET IL 1 4 I ~ 74
I I TA. 0+ 17
21 + + ~ 00 21 8 00 21 9+00 220+00 221 +00 1 +00 222+00 640 ROPOSED 640
RW EP U ~ r i ~ ~ r EP R~ AIR RELEASE
NOW OR FORMERLY 201-143-03 ~ GUY WV
TCA WESTLAKE GROUND LEASE, LLC 22233-592 ~ ~ ~ 1 SS ' OBE 35-05 r SS WV NOW OR FORMERLY ~AL VE ASSEMBL Y \ ASF STRUCTURAL MAI~RIALS, INC SEE STD. DETAIL 3
WESTINGHOUSE BLVD U~ ONE I~' - r' _ SS RIM=64 .25 RAW LOT 2 ~ _ _ \ d~ !NV - 201-151-02 ~ 5082-268
` i _ _ \ OUT-6 2.11 ~}T------ -------UJ-------- JT ~ - - ~ 18" 10' INV I = 11501 STEELE CREEK RD
ohe oN~ CONC. SIDEWA - ! WIRE HEIGHT - -____-_RCP N-64 .26 10 INV T=644.07 ~ ~,10" INV IN-64 .47 ~ r r,'~ ELEV=671.32
6" INV IN ABAN NED= 5.74 ~ '1 I =647.08 PP ~ _=OHE====---_ OH \ ~Y PR POSED 6"
EP _ r E OHE cn uY ~ll it UT NEW LANE WIDENING NEW STD 2'6" C&G - - -UT o"E BU TERFLY ALVE
UT (UNDER CONSTRUCTION) IRE HEIGHT , WIRE HEI HT UT -'--UT- ur T FH Raw SE STD. D TAIL #1
UT UT UT ELEV=673.76 i SDMH ELEV=66 .99 ~ l ur
EXISTING 16" WATER MAIN UT ,1r TRAFFIC RIM=651.52 - _ _ _ - CMU JOB# 708-93-223 ~ r 1 PULLBOX 18" INV - EXISTING 8" SAN. SWR. - - -
FILE# 183-003 GUY ' f . IN - 647.79 CMU JOB# 500-05 - W W C , r 18" INV. OUT = 647.66 FILE# 183-1 ~ EXISTIN - - EP g srA. o+oo EXISTING 8" ~ + PROPO ED
____I IT ~.i ~r r J WATER
UT UT ~ r~ CMU JOB# 501 FILE# 180• CMU JOB# 500 02 ~ ~ N 36' X3~' X ~ 6" T E FILE# 180-005 t EXISTING 12" ~
WIRE STEELE CREEK ROAD NC 160 - PUBLIC R W VARIES
EXISTING 1E HEIGHT I ASPHALT CMU JOB# EXISTING 16" WATER MAIN WATER MAIN N ~ O O O a CMU JOB# 66-02-18 CMU JOB# 66-354 Q FILE# 183-001 PROFILE
Z ELEV=673.13 r FILE# 243- 8 - rf - FILE# 243-001 ~ ~ STA Of 15 HOR. 1" = l0'
~ - APPROX. LOCATION ~ R ~ = PROPOSED vERT. 1" =1'
rr ! APPROX. LO( ~ t rr ~ 4" PVC ABAI 4" PVC ABANDONED W
r r ~ FORCEMAIN rr ~ m CMU FILE ~2 FORCEMAIN SEWER Z ~ ! 6 "X i ~ "A / t) " TEE CMU FILE X240-1 Ep
d r ~i ~ ~ W CONNECT TD EX/STING 16'
~ r I~ ~ WIRE ~ r rm J ~ 0 HEIGHT ~ rrr~' CONTRACTOR TO
- - - - - - - - - - IRE H IGHT REMOVE AND RESTORE h EP I ~ U ~ WA TERMAIN ~ STA 0+ 10 °
ELEV= 74.22 r r N UT UT rr EXISTING SIGN IRE HEIGHT ~T PROPOSED-16 _ _ _ _ _ ~ ~ PROPOSED 90
~ UT ~ \ rr r G ELEV=669.14 - - ,4 - - ~6-,~- GVA MAIN 22z+oo Raw ~ STA 0+07 ~ RESTRAINED JOINT
U T ~ GV r rr Q G CITY OF G RLOTTE ~ BEND
W PROPOSED 185 L.F. ROCK PIPf INLET PROTECTION ~ rr,' ~ ' (TYP) PERMANENT RAINAGE PROPOSED 2" ~g~i`m1a~rrrrer
E.C. DETAIL 6.55 (TYP.) l.~ 35 36 WATER MAIN ~ , _ ~ ~ FMP ~ INV 648.23 PER DBA?,27 7NT AIR RELEASE VALVE ' '°,s
\ rI 2 APPROX WL LOCATION r 1 G ~ SSMH SoF -SOE SEE STD DETAIL 3 :'4®~~°°Q
17~'O FROM SHOT ~ r ~ J - ~ R/W Q IN TRENCH r ~ RIM-650.14 OHE ~ 8
j~, NO V BOX CENTER ~ r~ TRAFFIC 0 / 10 VOUT-642.71 W 8~ ALVES INSTALLED PULLBOX ~ PP GU
OQ F ti . STA 220+53 / INV IN=642.97 U PER CONTRACTOR a~t " I ~ » E - .2
G~ ar 1 D 36 4" IN = H ~ PROPOSE VIN 644.02
GUY (TYP) ` 1 + A ROX 4" INV IN = RI =648.79 ~i , 1 f' 644.60 ~ BUTTERFLY VALVE ~ 8" INV ouT=x44.13 644.13 25~EASEMENT STA 0+03 ~sWas'~ed~~y~~L~~`tS~~,~o~~~/~
~ J - r ~ 104 SIGN 8" INV IN-644.32 X4.32 ER DB 4532 PG 174 PROPOSED 16 c1
R r SEE DETAIL , OCKS ROCKS'. ! r , l e i ! ~ r r / ~ ~ ~-----e e BUTTERFLY VALVE
GUY ~ TEMPORARY J GUY WV INV-648.58 ~ PROPOSED 15 L.F.
e FXI CONSTRUCTION S p I sr, r2" ENTRANCE 4 STA 221 +59 SEE STD. DETAiL # 1 ~ RESTRAINED JOINT
STA 217+60 e S,GN s QO l x PROPOSED 45° CALL NC ONECALL BEPaRE YOU DIG STA D+00 16" WATER MAIN
1 w (TYP) h Q PROPOSED 4 e / N~~ RESTRAINED S T ~ P =STA 220+39 INSET "A"
Guy I S ~ ryz~
AIR RELEASE VALVE e ~ sIG / ~4 CO ~ o ~kr~ w JOINT BEND 1-800-632-4949 PROPOSED w 'O~ t'~P~ C,~ r,.1" AVOID UiIIITY DAMAGE SCALE = l" = JO'
E DETAIL 103 CLEAN OUT ZO TYP i,, ~ WV 4 w~ I ( ) ~ 4
~ s / w Qfl~ m 4" iNV=646.15 0 ~ S Q~ e WM ° F ~ / S I m _ `v?~ 36 "X3ti "X 16" TEE s~
SS 0 CLEAN OUT XIST 36" ~ / ~ ~ e ~ 224 Wv ,
ca~J pf 0 4" IN =645.25 ~ ~QQ STA 220+57
Uil ss ~ / ~ VAULT ~ ~ 1 o/ J f7 1~ w J PROPOSED 22.5° ONTRACTOR TO . CHARLOTTE-I1~ECKLENBUR~ REPLACE EXISTING 8 T
TIE PROPOSED ss w ~ fJ „ ~ LEAN OU ~ RESTRAINED JOINT GRAVITY SEWER U T I IJ.L T I
1 36 WATER MAIN Il v=x4.67 ° ~ ( ~ I i ~ll I 0 I WITH 2OLF 8" D!P GRAVITY BEND ~ SEWER CENTERED ON ~ CHAR 0 TEERNC)RTH I CAROLINA
J TO EXISTING (I J J J » ` I ~ ° SSMH RIM=65 ~-SSMH RIM=651.13 WATER MAIN
i 36 WATER MAIN \ o ~ ~ v V J / \ ~ ~ ~ ~ V 8" INV OUT=E / / ASPHALT PARKING ~ ` ~ ~ V Q o 8 INV OUT=644.18
/ ~ LIFT STATION A PROX WL LO ° B" INV IN=64~ I 1 /l _ ~ ~ j F f ~ RIM-651.44 ~ (V OM SHOT IN TRENCH B" INV IN=644.40
J 7 f ~ TBM #13 "INV IN=645.20 r,~ / BOX CENTER /f CLEAN ! ~ y EXISTING 8" SANITARY 539-07-174 SEWER LATERAL Jab Na. Ff~e Na. PROPOSED WATER MAIN
J CLEAN O~T JJ SCRIBED CROSS / ~ OUT J / 0 VALVES INSTALLED y NOW OR FORMERLY f ON VAULT lI / ~ Q ~ PER CONTRACTOR 30' SANITARY -30' SANITARY SEWER (APPROX. LOCATION) S Scales PLAN VIEW
PROPERTY LEASING HII LLC / ~ 0 ~ / e p l l (J ELEV. = 656.09 (J r\ 1 !0 a r., n „ ; ; EASEMENT 199-172-02 J ~ ^ SEE INSET A ~ EASEMENT PLAN 1" = 20'
J - J / `1 / J ~ DB. 5716 9038 960 J J J l ~ Er ~ ~ PG. 725 DB. 5716 TO SERVE ^ PG. 725 / \ ~ ~ ~ PROFILE
i RIGHT-OF-WAY OEOICATION ( 1, t r r _ ~ n J ~1.. / ~ THIS SHE ~s ~ I ~ n ~n an ,n _
TO NCDOT MB 32 PG 795 r(~ W N 0 r r ,Q o -XZ 1 s .SOUTHWEST
( 4400 WESTINGHOUSE BLVD p I I I~ C / STA 220+39 STA 220+44 l! a ~ HORIZONTAL SCALE: 1" = 20' Vert. 1" = z TRANSMISSION
I I I( I ~aQ~ I t~ o~~~ a (I W ° TIE PROPOSED 36ff WATER MAIN PROPOSED 45 e i NOW OR ORMERLY
I ( I x I 1~. II J iq ~ Q 1. ( I °Cq I TO EXISTING 36f9 WATER MAIN RESTRAINED JOINT 1 -171-05 As Built Date OINT TINGHOUSE BLVD. 1 3/08 MLM REVISIONS PER CMU COMMENTS AtO DEWBERRY B
I (r ( 1 BEND f4-301 PIRATI AL NETWORK, INC MAIN (PHASE C)
R/W EP EP R/W HR BLF MLM No. Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date

GR TE 64 .00
XIS LNG 8" IP AT R AIN i
E I TNG EXI TIN 6~0 IN . E EV. 64489 INV. EL V=6 3.1 ILE 18 -0 5 INV. E EV. 63 .74 ~50
XIS ING GR DE LO G XIS NG GR DE LOG j XIS ING SA . S R
A PH LT E I DR! E XIS ING 4" BA DON D IS NG AN. SW M
8'IN.OT=28.3 8 I V. N= 28. 4
- - - ~ ORC MIN( PP OX. DEP H) 8" INV. OU =6 4J - F 8" I V. N= 8. 7
- - _ IN . E EV 641 40 E ISTI~NG CMU FIL # 2 0-I CM FI E# 40 1 B ICK
XIS - ' .®.a -ING 1g~, - EN ACE
EX STING
- ~ IN . E EV 641 11 INV. ELE INV. ELE 38. 2
- _ _ - ~ T GR EL _ - - ~N FI DR E NV. ELE -6 0.2 F TUR G F TUR G ADE AL NG FU URE
- ~ ~ PR POS - ~ ~ eX~ T~ \ OU A T PR POS D IPE INE 24' RC
- ~ E - " - ~ ~R v
- _ ~ - ~ , ~ ~ PH LT
~ ~ A C ~ ~ ~ P Q!q E I TIN 1" 640 t ~ ~ ~ . _ ~ E I TIN 1" CO PER D ~ fa40
,
_ _ - - _ I ~ _ _ ( Sif~G 4„ 4
.a,. -
- _ ~ I - _ - I
l`j ~ - Z -
f9 - PO S03 _ p - - - _ _ .m
~ _ _ _ I _ _
~ W TE A N ~ EXI TIN 12' DI W ER MAI~
CM J0 # 6-3 4 ~ FIL 1 3- 01 I
(AP RO . D PTH
~ ~
630 630
C U FI E# 240 1 f -1 ~
EXI TIN 8' SA S
INV El V.= 28. 8
MU JOB 3 3-9~2-7 6 FIE 42 6
1 ~
+ + 5+00 226+00 227+00 228 222+00 223 00 224 00 22 228+00 229+00
R
l r~P ~ J l~ >x I~ g
• ~ Q ~ n ~ I 1 A I o a ~ tl I I~
_ l~ I Q ~ ~ n ~ I I I~
2' \ ~ ~ Z t1 ~ ~ o EX STN ~1~0 C& GRASS \ f 2 ~ ~ „ CMU J( EXISTING 8" WATER MAIN CMU JOB# 108-005
~ '.G 1d j ~ h ~ y u io , FILE ` ~a~.~ rN \ o ~ Q ~ ° N 11 FILE# 500-02
Jr ~ ~ it ~ I ~ v \ ~ ~ II L~ ~ it ~ I
INV=641.89 ~ 11 ~ I ~ I" o o N I I.--- o n ~ I~ NPL~ wP~KwP`!
~ ~1, ~ ~ CHECK DAM II ~ ffi s ~ „ ~ 1 t II 1p ~ CU o u ~ o ~ EXIS
E.C. DETAIL 6.83 TYP. , u ~ ~ „ ~ cMu EXISTING 12" WATER MAIN p,SP i~ CMU JOBS 66-354 -
( ~ 1 ~ 11 u ~ ~ / 11 FILE I II I ~ ~ II ~ ~ FILE# 183-001 EXISTICMUBFILE# 240 R1
it u i ,I ~ ROCK PIPE INLET PROTECTION E.C. a II „ ~ i~
GRASS DETAIL 6.55 /TYP. ti iii ASPHAl7 PARKING AREA it 9 ' t ~ t ~ ,I ° \ ~
1, ° CONTRACTOR TO 1 ~ ~ ~ / = = FUTURE
GRASS tit Nii a ~ REMOVE AND REPLACE n ®`a~ APPROX. LOCATION NOW OR FORMERLY 1 ~ " 24" RCP
4" PVC ABANDONED 1~= II / EXISTING BRICK U BASF STRUCTURAL 1 tl ~ II o GF FORCEMAIN SEWER MATERI I u f ~ 6" CURB ENTRANCE I GRASS
ALS, INC t~ mm L CMU FILE X240-1 201_1 1- Itro II ~ ''Ifs ~ ~ 5 02 It u ~ ! Ilco ~ ~ NOW OR F
UY 5082-288 tit 4.5'X5. ' jj p ~ ~ ti - BALTUSROL U G 11501 STEELE CREEK RD 1 VAULT PP tl~ ~ _ NOW OR FORMERLY FUTURE CB BALTUSROL LEASING, LLC GRATE=642.00'
CONC. o 0 11~ ~ 201 1.. It II ~ 1 VA T it gPPROACH UI 8023- 201-151-17 INV=638.28'
I V- 4~ 8 CONC. ~ CONC. 11625 STEELE II \ tl 8023-411 11625 STEELE CREEK RD
PP INV=642.91 p ~ P HEADWALL + dHE OHE _ ~P ?-?8" RCP PP PP OH +
- - N Raw ~ - - - x x / - R W ~ ,~ttagosoutuhr1'®
C7 EP ~ ~ ~0- - - - 2'-6"~TD~&~ - - - - - - - WIRE ENDS NV 639.82. INV-640.35 N t" W W W NE T -_~1~ W
STEELE CREEK ROAD NC 160 - PUBLIC R W VARIES ELEV=669. - - It t' - - = W -
4 83 - W ~-Its SSMH SSMH - EP ~o~ SSMH Q ~ 81; < S RIM=641.94 RIM-640.81
- _ _ _ _ 11 I, - RIM-f - - ---ASPHALT t~zr--- 8'~' {n , WIRE HEIGHT WIRE HEI 11~ , a ~ o - - 8"lI~VT70T=b34.7T8"-ItJG-ptiT=b2g ~ W ~
EP 26 2 ELEV=669.99 ELEV=6 .41 35 TROUT W ~ - _ c 35' TROUGH=635.18 8" INV IN=628.37
to - //y'~ j~ °
Z __---F~- - ~ - - - F W - - i~ V= INV=639.5811 ti ~ , ...1 ® 8" RCP 18" RC - ~ Z W e®, ~ MSG m`~e -
_ _ _ - R w - - _ -=---"INV 643:17 iNV= 4f. INV= 0:9 =
PP - ~ ~ - PP SDE S - SDE I DE E SD E SDE SD SDE - ~ - OHE P ~ SD `SDE --SDE , E SDE DE S P GUY ~ BRICK CANC. SDE S E SDE S~E ~ r'-~E = W
E SDE.:.. ~ P~ I PIER HEA ALL f H J ~ & i N ~ w INV fi ~ 1
Q E ~ , E 25 F$ D~453? PG 174 - ~ I - - - FUTURE R/W Q
~ Ji , G
e e ~ e e e e ~ e -
CITY OF CHAR O/ ~ CITY OF CHARLOTTE ` CONTRALTI LOTTE I ~ I WOOD f~ ST v CONTRACTOR TO I a ~ ' CALL NC ONECALI /L--/
PERMANENT DRAINAGE EASEMENT PERMANENT DRAINAGE EASEMENT 00~ POT REMOVE A PER DB 22271 P ~/~~6 i ~ ~l 1~ PER DB 22343 PG 858 ~ , ~ 'r \ REMOVE AND REPLACE ~ ~ ~ (~P•) i BEFORE YOU DIG
G 443 ~ 1 TY ~ ~ 9 , EXISTING . ~ ~ `4 ~ I \ 20 (TYP. EX/ST1NG SIGN ~ ~ ~ ~ ~ ~ n
/ P .>i \e , I ~ ~ \ EXIST / s ~ PROPOSED 750 L.F. n ~ ~ a ~ ~ EXISTING 8" SAN. SWR. ~ a I ~ r 40' 0 40' 80' CMU FIIE~ 240-1 = 1-800-632-4949
/ / ~ » ' ~ r a ~ ~'T TREE / If / ~\~s,, , I a ~ 1 v
36 WATER MANN N ~ ~ PROTECTION TEMPORARY ~ I AVOID UTILITY DAMAGE ~ HORl~'ONTAL SCALE: 1" = 40'
/ ~ \0 ~ ~ 4 ~ 1~ ~ ~ - OM l ~ ~ (TYP.) G STR / ~ ~ \ 0 \ TEMPORARY CONSTRUCTION ~ I ?I l CITY OF CHARLOTTE CONSTRUCTION EASEMENT ~ ~ ~ "
/ / ~ \ ` ~ Z 4 P MANENT / \ ~ ' ml DRAINAGE EASEMENT ~ \ ENTRANCE (TYP.) l ~ PER DB 22761 P (TCE) a 6 t LF SILT FENCE ~O ~ E.C. DETAIt 6.6 (TYP.) a' ~N f • CHARLOTTE-~~ECKLENBURG
~ ~ / \ \ 9J' j' ~ I G 697
/ ~ ~0 ~ \ I 1 1 N / \ / \ \ ~ ~ s~~ 1 ~ JAMES C, THE NOW DR FORMERLY m TO BE OPEN CUT 20 LF
~ / ~ o $ ~ 175 LF SLIT FENCE JAMES C, THOMAS AND SUSAN R. THOMAS a ' ° ~ ~ ~ SEE STD. DETAIL #9 & ~ ~ I ~ I T I E
\ ~ ~ NOW OR FORMERLY ~ E G. DETAIL 6.6 TYP. ~ 0\ ~ I ( ~ \ \ ~ THE INSPIRATIONAL NETWORK, INC ~ 1 ~sis54sssg ~ ~ / ~ SEE STD. PAVEMENT REPAIR
\ \ ~ Pp ~ 1151 ~ ~ y 199-171-05 ~ I ~ ASPHALT PARKING ARE ~ DETAIt ~9A ~ ENGINEERING DIVISION 11518 STEELE Cf~EEK RD ~ CHARLOTTE, NtJRTH CAROLINA tiLT PARKING AREA
r \ '~F 17s1s-a22 1 l I~ ~ - - \ 0\ 9 I ` t PROPOSED WATER MAIN \ ~ \ 4301 WESTINGHOUSE BLVD. ~ ~ - l CONTRACTOR TO ° ~ ~ W ~
\ ~ o ~ 53 LF SILT FENCE I ~ - ~ EASEMENT TYP. ~ v \\~P \ ( ~ \ s~ ~ I , REMOVE AND REPLACE , ~ a~
s~ sA \ \ o ~ E.C. DETAIL 6.6 (TYP.) _ ~ _ _ ~ E, , EXISTING BRICK ENTRANCE W~ I 539-07-174 ~ - - ~ ~ ~ ~ Job No. Ff~e No. PROPOSED WATER MAIN
TO BE OPEN CUT 181 LF ~T ~ ~ ~ _ ~1 ~ ~ \ Scales PLAN VIEW
SEE STD. DETAIL 9 & \ 9 ~ ~ ~ TO Bf OPEN GUT 21 t tF # \ ~ \ t If LF EXISTING 8" SAN. SWR. y. \ PLAN 1" = 4Q' TO SERVE
SEE STD. PAVEMENT REPAIR 2 ~ Now FORMERLY SEE STD. DETAIL 9 & \ ~ TO BE OPEN CUT 141 LF ~ # CMU JOB# 383-92-736 ~ PROFILE
~FTtllt lF.9,4 ~ DUKE POWER COMPANY ~ crr crn DA1/rIJCAIT ccaAra aca~ra FILE# 242-6,~ ~ r u,.. = an'
SEE STD. DETAIL #9 & ' 199-171-02 P wrf.f. Hrfl. r n Lmcrrf Rl.f /M1m nn' Qw
v SEE STD. PAVEMENT REPAIR 4531-519 DET 14 #9A \ I ~hI I Vert. 1° = 4' TAIANSMISSION
DETAIL A 11542 STEELE CREEK RD
R ~ R As Built Date MAIN (PHASE C)
1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of DEWBERRY eHR 8LF MLM _
No. Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date 14 33

650 6~0
~ I~ ' i
' I N. WR H RI =6 0.6 EXI TIN CB
X DTI E 4 A AN ' N 8" INV OU =6 9.3 EXI TIN 8" DIP WA ER AI CM J B# 00 02 EXI TIN S R
i FO CEMAI I INS. 2"IN.I=60.91 (AP RO . D PTH FI E# 40 1 24 IN . IN 63 .84 FIL 1 0- 05
CM FIL ~~40- 6„ {A PRO . D PT) 1 " I V. UT= 34. 6
EXI TIN EO EXI TIN S N. WR I _ IM= 36 4 UTU E
C 1 "I V. UT= 32 0 A PH LT - - = DRI
' _ ;UTU E FLIT RE GR E LO ~G
640 ASPH I T pRnp cF pl ~i hIF FUT RE C U ILE# 24 -1 SPH LT - DRI E \ ~ I IDRIVr= I ~ 6 WM - DRH ET 640
- - _ I
~ ' ~ LO ATI N I - - - - - ~ - - - - - - -
I EXI TIN UN ER RO ,ND AS ~P RO . D PTH
T = " ~ ~ UTURE - - - ! _ = Xfs I PROPO ED PIP INS S RVI E I 6 P - _ -
- ~ ~ ~ _ APP OX LO ATI N IN . E EV. = 30.7 ~ - - - prr _ - - IS U>i(p G D>~ P 0 ~ ~
- ~ C ~ ~ ~ - _ - ~ ~ _ _ _
~ ~ I ~ i
I ~ ` ` - _ - - _ - _
- - - ~ - - - - - I.
630 II _ - . ~ - - - 630 m
- _ 4
P -
I i E E ISTI G 1.2" IP AT MIN I
FI FI E# 183 001
f
XI4~TIN 8" SA . S R _
- CM.i -F1. -4 - ~-R N f f ff 2 . 5 I I X f
f OOE
_ _ i E VLEASML
I _ EDTIL 1
620
620
230+00 231 +00 232+00 233+00 234-+00 235+00 236 236+00 237+00
STA. 233+30
PROPOSED 36"
BUTTERFLY VALVE
SEE DETAIL 104
R I VI ' I
STA. 233+35 ~ i
I I q i _ PROPOSED 4" I q I
' ~ I , I II i I AIR RELEASE VALVE ASSEMBLY o I
~ \ \ ~ SEE DETAIL 103 TBM X14 { i I ~ NAIL IN PP ~ I I Ilo { ONE STORY METAL BUILDING
~4ROCKS \ - o \ ELEV. - 639.79 I I I III I
\ - ~ I EXISTING 12" WATER MAIN ~s ~ I
~ ~ CMU JOB# 66-354 y ~ - - - - \ RO K FILE 183-001 GRASS a I I II r AC C S/ # I N I Q NOW OR FORMERLY fl AC CAROLINA PAD & PAPER COMPANY °
\ Q ~ ~ ~ I I II ~ - 201-151-03 I
STA. 233+30 I I I _ _ - - EXISTING 8" WATER MAIN I ~ q CONC. WALK( fJ I ~ I r - - 4407-405 11707 STEELE CREEK RD
CMU JOB# 180-005 PROPOSED 36 I ~ i FILE# 500-02 I I
III I BUTTERFLY VALVE i i I
EXISTING 8" SAN. SWR. III I I I CMU JOB# 383-92-736 GRASS SEE DETAIL 104 I ~ i I
II I FILE# 242-6 I I I v CONC. PARKING AREA I} I { IRKING AREA _ _ _ _ - - "`I
GRASS ~ I NOW OR FORMERLY I ~ y - ~L 1 EXISTING 8" SAN. SWR. ' SAN. SWR. _ ~I I I
CONTRACTOR TO REMOVE I p ~ BALTUSROL (EASING, LLC { ~ { ~ CMU FILE# 240-1 201-151-17 AND RESTORE 201 LF ~ I 240-1 II ~ ~ FP I
8023-411 " I { I I
O 11625 s EXISTING 36 RCP ~ I TEELE CREEK RD I { ~ I ~ WTR { l I IGN I ~
+ TELE I VAULT
~ pp PEDESTAL pp I ~ ° I HYD ; ~ N d' R W OHE E ~P-- HYD I I gP - - OH r"
- - - - -------W - R/W N
W~ VAULT W x _ ' cauc =67.4 ~ ~slc Q I-
W EP --W --al- - L------ -
W SSMH _ ~U - SSMH ~ - - - - - - - _ _ RIM=640.65 STEELS CREEK RDAD NC 160 PUBLIC R W ~ wl a _ RIM=636.74 ~ WIRE HEIGHT SSMH EP W
8~, INV OUT=629.38 ----------------+C - - ----El W VARIES ASPHALT d~l I 10 INV OUT=632.50 ~ WIRE HEIGHT . __-_El.~V =C~4 .06 RIM=641.58 10'' INV OUT=634.66
EP 10" INV IN=629Y96 NII - 10 INV IN=632.57 Z -r I -SEEN=662.92 ; TROUGH=634.70
- W 23ofao ~ 2 ~+oa - uF 232+00 233f00 234 DO ~ f ' - - - - - - - = EP z ~ a4ASaottaaarrryr
W ss ; ~ ss 235 DO -t2 6+0 _ ss ss ss ss ss s R/W oe s -;2 6+00 ss 23 ss 00 I _I W 4`,~~~.~~CARp m®® 39 R/w = W
U 24" <RCP ~ i P
U ~ 7;~~~ ~
Q FUTURE FUTURE CONC. SDEWALK FUTURE R/W - - , FUTURE CONC. SIDEWALK ~ °
- _ - _ , FUTURE R/YV = i~ ~ , e
- - - _ ~ FUTURE ~ ~ - - @ ~SPHALT ~ A~C , ®ya 1
DRIVE `~Arrrd Pl ~•pa gtit a`4b® i i
MECKLENBURG COUNTY + ~ ~ .RCp ~ ` ' - - t 0 (TYP.) 20 (TYP.) _ _ _ ~ ~ r.- - PUMP STATION R/W ~ i I i ~
PER DB 3076 PG 93 TEMPORARY _ - _ _ _ _ _ _ _ 33 ` ~ ~--I-W ~ - _ W W W (
_ ~ - ; CONSTRUC O EXISTING CB- - - - ` ~ ~ _ ' " - ' TI N, ~ t' (TYP.)
GRATE=636.34 - TREE w ~ ENTRANCE (TYP) - ~ SDMH wl j
CITY OF CHARLOTTE 24" INV IN=630.91 RIM=635.38 .PROTECTION ~ o~ PROPOSED 800 l.F.
PERMANENT DRAINAGE EASEMENT € I 24" INV IN=632.84 ~ - TYP. rn _ 136" INV. IN-629.91 ~ ) , a PER DB 22177 PG 450 / ~ ( I ~ ~ I ' 36" WA ER MAIN ~
(V I w FUTURE { { I ~ _ - . - ( I CALL NC ONECALL - - - J i BEFORE YOU DIG
106 LF SILT FENCE _ ~ 0 20' STORM EASEMENT { r - - - - - - - - -I- ' ASPHALT I I _ r _i I~ r~ f 79 LF SILT FENCE I S T O P
a E.C. DETAIL 6.6 (TYP.) ~ / DRIVE { 1 ~ ~ 419 Lf SILT ; r I 21 I ~ I E.C. DETAIL 6.6 (TYP.) ~ 40 0 40 80
~ ~ I I I f 3 TEMPORARY NOW OR FORMERLY E.C. DETAIL 6.6 {TYP.) 1 t I r- ( i-800-632-4949
sou ~ I { 1 1 CONSTRUCTION TNEASTERN FREIGHT LINES, INC I ( 199-141-OB ~ I - - - - - - - J \ \ ~ AVOID U11UTY DAMAGE I HORIZONTAL SCALE: 1" = 4D'
EASEMENT (TCE) 11600-940 ~ \
~ ~ 11700 STEELS CREEK RD 1 \ ~ \ ti ~ ~ \ 22 \ I- 23 i (
i A iV A ~ v ~ i A ~ t \ NOW OR FORMERLY \ _ ; \ STA. 233+25 souTHE / ~ ASTERN FREIGHT LINES, INC I ' ( NOW OR FORMERLY I i
i ff ff ~ 199-141-07 TO BE OPEN CUT 761 LF ~ PROPOSED 36 X36 X 6 TEE W ' . CHARLOTTE-~>~IECKLENBURG ~ SOUTHEASTERN FREIGHT LINES, INC
19540-973 ~ ~ / ~ N SEf STD. DETAIL #9 & \ ff 11800 STEELS CREEK RD ~ ~ ,
° SEE W 6 GATE VALVE AND FIRE r STD. PAVEMENT REPAIR \ \ , _,I~f r ? 19540978 ' ~j UTILITIES I 11812 STEELE CREEK RD i ENGINEERING DIVISION
~ DETAIL #9A HYDRANT ASSEMBLY Q \ N f TO BE OPEN CUT 26t tF I CHARLOTTE, NORTH CAROLINA
1 \ SEE DETAIL 105 ~ ~ ~ SEE STD. DETAtt ,~9 &
I \ ~ , o ~ i ~ ~ SEESTD. PAVEMENT REPAIR
i ~ i I A ~ ` !t- - - - - ~ , ~ 539-07-174 ~ ~ ~ _ _ ~ Job No, File No. PROPOSED WATER MAIN
w R R w R R soles PLAN VIEW
Y PLAN 1" = 40' TO SERVE
U d
PROFILE -
0 Hor. 1" = 40' SOUTHWEST
r U Vert. ' = 4' TRANSMISSION
I v
n Lo As Built Date MAIN (PHASE C)
0 1-1 1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of
a DEWBERRY BHR BLF MLM _
No. Date By Revision Surveyed By Designed By Drawn By Project-E:ngr Approved By Date 15 33
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-F DN BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

~ ~ - 0.0 6 .0 I
EX STIN 15 CM
FUTUR GRADE ALONG ~ N R N INV. ELE .=641.0 PRO OSED P PELINE R/ CROS ING R S SPNALT
DRIVE
' DRIVE ~ ~ EXISTING 18" RC NOTES:
I 7.0' TYP. NV. ELE .=641.1 i ~ I t. NO WORK SHALL BE PERFORMED WHERE
14' CROSSING EXISTING NORFOLK SOUTHERN
~ EXISTIN GRADE ALONG ~ EXIS ING SA . SWR M RIM 643.33 _ PR POSED (PELINE _ TRACKS UNTIL A N/S DIVISION
EXIS ING GR ,DE ALO G ' ~ SUPERINTENDENT HAS BEEN NOTIFIED OF THE
EX STING E P ELE AT10N SIGN OR 8" I V. IN=6 6.14 ; ~ PROPOSED WORK SCHEDULE' AND A N/S
I 8 R = 42.27 PIP NE ( / ~ - _ _ ~ IO NTIFlCA ~ ON , - = RESPRESENTATIVE lS AVAILABLE TO BE AT
BR=642.3 SIGN FOR ~ THE WORK SITE DURING TH!' TIME WORK IS
PIPE NE ~ 2" GALV. T ' I ( (DEN FlCATIO + ' EE DET L 023 O1 PERFORMED.
640 I ( ) _ - - _ - - 640 2, CONTRACTOR SHALL FOLtOW ALL
' 2" G LV. VEN r' 7~ i - - - ~ I - EXISTIN 8" DIP WATER AIN I + ~ - - - - - - - - - SEE ETAII 232201 r OX LOCATi NL „_I ~ - ~ - - REQUIREMENTS OF NORFOLk' SDUTHERN'S
CMU J # 500 02 ~ ) ONDUIT CAtV,Z APPR - - - - FILE 1 0-005 EXIST( ~ FIBE OPTIC - _ - - - - f-- M~ CO ER CO ER NSCE-8 SPECIFICATIONS
(APPRO .DEPT) _ ~ = - - . _ - - r - ~ ~ - - - _ _ 3• PIPE LINE AND CROSSING T'0 8E INSTALLED
- I r 62 ~ _ - _ _ -
- - - AND MAINTAINED 1N ACCORDANCE WITH LAST
- - - GROUND GAS - - ' - - - _ - - ; - APPROVED AMERICAN RAILWAY
- - - - - - - - - - - - - - I - - - ~ ' r OUND T LEPHO ,,LAPPR X.._. ~ ~ - - - - _ _ r XISTING UNDER - - - - _ _ ENGINEERING AND bJAiNTENANCE
_ ~F WAY AS$~C~A T~~N SPECIFICATIONS
- _ FOR PIPELINES CONVEYING ,FLAMMABLE AND
- - - ~ t.-- 1 I - - - - _ _ _ ~ _ _ - - NON-FLAMMABLE SUBSTANCES
- - - -i- - - - ' - - EXIST( G 8" S N. SWR -
- - - - - ~ + - r - CMU F LE# 240 1 - - - E - - - - _ _ r r -I BLASTING NOT PERMITTED.
-T _ r t ' 5• THE DEPICTED AREA IS LOCATED 1N
r r MECKLENBURG COUNTY, NORTH CAROLINA,
I I ~ i r L ~ r `I
r ' ~ ~ ~ ~ OP UP
I ~ I r ~ SL ~1
i I I , i
I r + CMU JO # 66-3 4 I r ~ I )
FILE# 183-001 ( ~ ~ THEOR CAL R ` r EMBAN MENT U E r (APPRO .DEPTH r
r r
( ~ r r r ~ I ~ I +
I ~ i I
~ ~
+ ,
630 P I r ~ 630
PR POS D 1 0 L END EAL
54" ST EC C SIN ROP SED
D'X 0'
PR POS 36 END SEAL (t=0. 81 ORE P1T
I
~ I PROPOSED
~ , 20 X20
RECEfV/N PIT
238+00 239+00 240+00 2. 241 +D0
NS NS
R/W R/W \ O / i ~ I \n J"'
~ I NOW OR FO~MER Y l ~ N EXISTING 8" SAN. SWR.
\ - ~ U.S. BOTTLERS MACH NERY COMPANY N 1-74-128 I ( p CMU JOB# 62
201-151T16 FILE# 239-4 I 4196-961
~ 11911 STEELE CHEEK RO NOW OR FORMERLY
I ~ U,S. BOTTLERS MACHINERY COMPANY
EXISTING 8" WATER MAIN / ~ 201-151-16 CMU JOB# 500-02 NOW OR FORMERLY / I ~ o 4196-96
FILE 180-005 CAROLINA PAD & PAPER / ~ ~ ' ~ 11911 ST 1 # COMPANY I f"' p EELE CREEK RD
201-151-03 / I x) "'1 ~ EXISTING 12" WATER MAIN 4407-405 ~ / z ~ Q •o D
CMU JOB# 66-354 11707 STEELE CREEK RO m o I b. r° ~ ~z-+
FILE# 183-001 ~ -n I ~ ~ I- FOLK•• ••-1 UNi°D / o SOUTHERN RAILWAY; SAC p
/ x I V1 LEAD TRACK w
/ N o I O ~ RAIL ROAD CONCRETE SURFACE / to ~ GRAVEL I ~ CROSSING~716062D GUY ~
/ ~ ~ ~ " NO MILE •POST ~ m N
~ I = COULD BE FOUND ~ v N / N z ~ ~ ~~m GUY
/ ~i I ~ BOLLARD ~ !h m
•------I Z -SSMH ~ r \ O GUY ~ RIM 643.88
- - / ~ ~ 8" INV OUT=635.42 ~~~~~g41S1f7i7t11!/6
/BOLLARD 8" INV IN=635.39 ~ GUY ~ ~ GUY pp HE HE OHE PP s
HE ~ HAN HOLE GUY ~F SIGN GV / AT&T O ~ ,
R/W ~ `
I CONCH - RR SIGNAL ~ W W W W UT- r ~ °s uT d- s 2 ~ ~ ~
1 w N ~ z t~ 2~® ~
W - W G Y ~r------------- -UT-
- INV.=642.36 N r EP ~ UT----"-' - INV.-642.13 <,'J,9 ®~coo® I- W FE L ~ ,,m,
E- ~ EXISTING 8" SAN. SWF Q PROPOSED 20 X40 1NG 8" SAN. SWR. EP ~ dd`~rragaraati~~`4~ FILES 240-1 W
W CMU FILE# 240-1 W STEELE CREEK ROAD - P IC R W VA IES BORE PIT Z
_ ~n °ti J W
uJ ASPHALT o ~ SSMH z RIM=643.33 =W
~ W EP 8" INV OUT=636.03 U v, CALL NC ONECALL
-UF- Uf W c _ _ _ ~ ~ - 8° INV IN=636.14 1~ BEFORE YOU DIG
GA TEST WIRE - (f} G U PROPOSED 350 L.F. uF \
GV ~ Y UY STS P
36 WATER MAIN , ; - INV.=641.19 4 RR SIGNAL S SS 41.19 1-800-632-4949 - AVO10 UTILITY DAMAGE
c 39 50 ' INV.=640.89 - - ,C 36 18 RGF R/W - 18.~~P
238f00 ` _FO Pos 239+DO P F uF ~ F ROP SED - - _ ~ F +p0 R/W 20' 0 20' 40'
OHE ~ » LP CONC. 516EWALK °I ~ I
120 LF 54 - h ~i i - HORlZ'ONTAL SCALE: = 20'
~ STEEL CA !NG G , 6 c L
I - - - a s 9 0
FUTURE R/W - . ~ D FUTURE R/W . CHARLOTTE-MECKLENBURG
c BATTERY BOX GUY o 0
60' ~ ~ UTILITIE S
FUTURE S8-1 t 81 LF SILT FENCE PP ' ° ` GUY SB-13 • NV.=641. 6 • NV.=641.6 ~ ~ ENGINEERING DIVISION
RIGHT-OF-WAY E.C. DETAIL 6.62 f 0' (TYP.)
e e e e e e e (TYP.) e e e e e e CHARLOTTE, NORTH CAROLINA
PROPOSED GUY FUTURE 2O X20 Now oR oR LY ~ PROPOSED CHECK DAM ASPHALT RECEIVING PIT U,S. BOTTLERS M HI ERY COMPANY 1 (TYP.)
DRIVE 201-1 1 is EC DETAIL 6.83 (TYP) ~ TEMPORARY CONSTRUCTION 539-07-174
0' (TYP.) TO Bf OPEN CUT 361 LF 4196 61 ? o ENTRANCE (TYP) J°e N°~ s°°~es F1~e N°~ PROPOSED WATER MAIN PLAN VIEW
11911 STEEL REEK RD r A SEE STD. DETAIL #9 & ° ~ 0 104 Lf S1LT FENCE i R OPO Q ~ WAY BOUNDARY PLAN 1" = 20' TO SERVE
SEE STD. PAVEMENT REPAIR ~ ~ Z4 E C. DETAIL 6.62 E PER MB 33 PROFILE
1R /F SILT FFNCF DET,4K lF9,4 21 . pr. edt _ on'
f `Ix -K \ I v v w NUW UK FURMERLY
SOUTHEASTERN FREIGHT LINES IN 1116.04 LF TO z INSTALL 269 S.F. TEMPORARY EROSION Vert t" = 2' SOUTHWEST
L f.. DETAIL 6.62 (TYP.) NOW OR FORMERLY 608.96 LF TO JAMES F. LOMMA 199-141- C NEAREST BUTTERLFY v- m 199-141-17 PROPOSED WATER MAIN TEMPORARY CONSTRUCTION OS NEAREST BUTTERLFY I p 18831-978 11600-940 VALVE VALVE co 11900 STEELE CREEK RD EASEMENT (TYP.) RETENTION BLANKET ON TRANSMISSION
EASEMENT (TCE) 11700 STEELE CREEK RD i EXISTING SWALE (TYPE 2) As Built Date MAIN (PHASE C)
NS NS R/W R/W EP 1 3/08 MLM REVISIONS PER CMU COMMENTS DEWBERRY BHR BLF MLM Sheet Of
No. Date By Revision Surveyed By Designed By Drawn By Project-E:ngr Approved By Date 16 33

660 a 660
I
+ i
s
i
a I
I '
( I
° _ NV. + I XIS ING GR DE LO G NV. ELE . = 64 .55
_ _ EXi TIN E P RIM = 5.90 _ I EXIS ING 18 RC
V F _~a ~ 8 1 V. UT 63 .38 E ISTNG 650 IN . ~ _ _ NV. ELE . _ E 1STNG 8 CP NV. ELE . = 64 .46 6~0
' I E"~STI G ,AN. SWR M EXI TIN Fl ER PTI C NDU T 8° I V. N= 38. 1 EXI~TIN 15" CM _ ~ GAS SE VIC 'VIC
ICRO SE PIE 8" NV. OUTpp63 .24 E ISTI G " DI
AP RO . L CAT ON L I 6- :3 .'TER SP ALT EXI TIN 1" CO PER DR VE
TI ON UIT EXI TIN 1° CO I EXI TIN 15' CM W SR W SRI E
INV, EL 'V.= 41. 8 C U OB I50 -0 - s~' # SPH LT - _
~ I XIS ING GR DE LOG ~ 1 ROP SE PII~ELI E (PPR X. EP H) PH LT - _ - - - - - - - -
, I DRI _ - - -
ASPHAL - L - - L " - - - IV _ - - - _ - EXI TIN 1
D I I I I AS AP H - - - - - RO ~ - X, 'EP
+ OC 1l0 L EXI i ELE HO : - " - - - - ~ I T A + APR X. - OU ~ E IST NG " S N. SWR
1 EXI TiN - - EXI + - ` (
_ - - FIL 2 1-1 ~ - - I #
t _ ~ w-- ~ I - I 640 =1-+- i - WA ER ER ICE - - _ - - ~ ' 640
_ _ - I- I -
- --F - _ - - - - - _ ~ - ~ - J -
_I_ _ - - I - - - --r _ ~ _ _ ~ _
_ - I 1 M/N. CLEA A C -i-'- I C
~ +
r
I
+ EXI TIN 12' DI W TER MAI ~
CMU JO~~ 6- 54
_ ~ FIL 1 ~ 3- 01 A PRO . D PT t ~ c~ )
630, I 630
241 +00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 +00 249+00 250+00
I
R R I . . R
I ~ I I I STEbS I I ~ _ _ I I NOW OR FORMERLY - - - - ~ I I ~ I I
o r i ~ YAP GROUP, LLC I I I o ( I I I I 201-151-09
° I I I I I ONE STORY BRICK BUSINESS ~ ~ ~ 17427-270 I I ~ I I I
I ~ { 11949 STEELS CREEK RD I I QI I I I I ~ ~
I I I I -----J I I QI ~ IQ I ~ I `N I
NOW OR FORMERLY I I I I I I Q U.S. 80TTLERS MACHINERY COMPANY I I ; I w I ASPHALT ( ASPHALT \ ASPHALT
I 201-151-i6 I > I o CONTRACTOR TO PARKING _ I I ~ I i I~~ PARKING ~W~ PARKING
4196 961 I I ~ ~ REMOVE AND RESTORE AREA I 11911 STEELS CREEK I z ° I ; ° I I RD Qo~ I ~ 201 tF EXISTNG 18 RCP I AREA Ip ~ AREA
I I ( ~ I ¢ ~ ~ I SPEED SPEED ~ - ~ ~ NOW OR FORMERLY~~~
T z ~ EXISTING 8" ° L______~ I a I CHECK DAM BUMP L.~..~ ° I (PRIVATE SAN. SWR. IC_ ~ ~ 1 BUMP ~ WELS HOLDINGSS, LLC~~~c~ _ ~I ~ 201-151-08
o - CONC. WALK ( ¢ I i LATERAL E C. DETAIL 6.83 TYP I ° Q ( ( I Q CONTRACTOR TO ~ I I ° 10831-308
I NOW OR FORMERLY TBM ~5 -12201 STEELE CREEK RD
Q REMOVE AND RESTORE I # YAP GROUP, LLC N ( ° EXISTING SIGN I 201_15 - N NAiL IN PP i
EXISTING 12" WATER MAIN I 1 09 I EXISTING 8 EL V. = 645.38 I ~ I 17427-270 SAN. SWR. E I ~ ~ PP ° ~ghI ~I
EXISTING 8" WATER MAIN CMU JOB# 66-354 ~ ° I ~ 111949 STEELS CREEK RD' CMU FILE# 240-1 I 1 CMU JOB# 500-02 FILE# 183-001 ° ~ I I SI I ( Cb I I GN o f PP 9( ~i
O FILE# 180-005 ~ ~ ~ ASPHALT PARKING AREA (Q GUY I ~ M z w I SS H ° GUY ~ GUY GUY 9g ~i
~ WV FH I o Q SIN I RIM=645.23 ( I ~ VAUL~ SIGN I TEST WI
+ C pp I o .SIGN ` VAUL;f 8" INV OUT=639.4 e I r OHE OHE PP PP 8" INV IN=640.75 PP GUY PP P P I~ Q SIGN ~
t4 R/W _ N ~ W - 18 R~1,11 ® ~~~;;{9E11BdJtttt
- - W - UT UT V u INV.=643.5- - UT UT T ~ - I V.=644.20 ,o ~ P N ~ ;*~4o~,Y,sP,;~ ~AR{}~ , t`' r,
W W W W ~ W ~ btiC I WIRE- -
W P WIRE ~WIRE W HEIGHT HEIGHT HEIG T EXISTVNG 8" E ~ e HEIGHT ~ ~c'
U} --------~Et~'0=fi'6~K.48--- ---Etf - .~---------I----------- ELEV-670.55 _ _r SAN. SWR. LEV=671.25 ~ ~ `
W STEELS CREEK ROAD NC 160 PU8L/C R W VARIES ASPHALT 30.5 24 O WIRE C FILE#J~B# 621-80-209 XISTING MH ~ W i ~ 2 F LL OF DEBRIS
Z EP .f ~R I HEIGHT _ _ c Z-4 -(1GL __1___-- _ _ W F~C~ .-64 .72 2 OO ELEV=667.66 _ - - -247±00 - - _ _ - T - _ - - ~ - 2_49+00 CWIR EP W = ~GIN~~~~~0®0,~.
s SS SS I HT SS ~~ss ' SS ~8-+~~ SS ~6- R/W ELEV=661.88 W f~~ INV. = 643.E 15° R _ EL ~ I ~ ''r,®`Y,~ G~®®®® - -
U) CONC. IDEWALK----- \ _ INV. = 64.5 R~NZ i1.i '®tt~~rd 1aI ®`~~e
WTR x r ~ CONC. SIDEWALK
D HIGHWA RI HT- - VAUL PP bU " ~ FUTURE G OF 1"IAY BO NDAR N R P 4 0 _ o- Ti ~ P ~ v/
G /W ER B 33 PG 43 y~ o - T G J - - - OF ~ 5' - ~ - F- I Q
SSMH I _ e e e e e RIM=643.9 ° ~ ~ CURB & GUTTER - - e e GUTTER RIM=647.89 + _ - - - _ - ° I Z~~~
$ e e ~ I 8" INV OUT=6 Q / I TREE ~ RIA N=6 I I Im I ,
3 3 38 f0 (TYP.) - - - ~ } PR T T 18" INV. OUT b Y ~ ~ 0 EC ION ( 18" INV. OUT - 644.54 CONTRACTOR TO ~ r / ` CALL NC ONECALL ~E".'--.--
N 339 LF SILT FENCE ( ~ ~ I ~ o ssMH w 10 (TY 1 (TYP.) a ¢ (TYP.) RIM=645.90 ~ CONTRACTOR TO E.C. DETAIL 6.6 (TYP.) I I ~ ~ „ I = ICTOR TD REMOVE AND RESTORE BEFORE YOU DIG
¢ ~ J ASPHALT SURFACE 8 NV OUT 638.38 I REMOV = I I ~a I ° 0 8" INV IN=638.95 E AND RESTO AND RESTORE EXISTING SIGN _ S T 0 P
a ASPHALT PARKING AREA _ I ~ o m_ s" INVIN=638.91 EX/STiNG SIGN ~ ~ 1 ~ - ~ I ~ v ~ ~ TEMPORARY CONSTRUCTION !G SIGN _
~ I YI ~ 3 TI R pp ~ ' ROCK P/PE INLET PROTECTION DECORA VE PLANTS I I ° ° I r) ~ I EASEMENT (TCE) ~ ASPHAL ASPHALT SURFACE I~Q ~ AVOIDOUIIUTY2DAMAGE 4~ 0 40 80
o ~ ~ ¢14 I ? ~ o F.C. DETAtt 6.55 (TYP.) I I i I I( m Q ~------------------CURB & G,~1TT _ _ _ _ _ _ _ ~ ~ I~ HORIZONTAL SCALE: 1" = 40'
I I I ~ F a~~~.~~~~~~s~~g~~~~~ II ~I
- - - . ~ ~I~ I I f ~ 386 !F SILT FENCE P I ~ Q Q I Q Q a TO BE OPEN CUT 281 LF I ~ I I q I _ _ _I J E C. DETAIL 6, 6 TYP. ~ ~ Q 0~_0_~11_ ~fl_L~ 0_ €3 f~ 0, it ~ I~~
~ I ( ~ PROPOSED 900 L.F. I i 3 SEE STD. DETAIL ,~9 & ~ I M I I I I
i " SEE STD. PAVEMENT REPAIR I Q ( ~ ~ 36 WATER MAIN Q I I 14 I I I- a l TO BE OPEN CUT 301 tF ~ it Nc ~i . CHARLOTTE-~~ECKLEN~URG
I I N DETAIL #9A Q I I ( c I ~ ~ I ~ (n I I I I SEE STD. DETAIL #9 & , g, ~ ~ it LT I L I T I E ~ SEE STD. PAVEMENT REPAIR i~ Ig
a I TEMPORARY CONSTRUCTION I I J I ~ ° z _ I ~ ~ 1411 F al¢I DETAIL #9A ' ii ~i~ ® ENGINEERING DIVISION
ENTRANCE TYP. I I ~ I I ~ IMI I I GATE ~i CHARLOTTE, NORTH CAROLINA
REMOVE AND REPLACE V Q I ZI ~ I ( W I I 25 I o W 24 I ~ Z I M 26 ~a~ ~ ,
EXISTING 15 RCP s I ~ vl w 32 LF SILT FENCE O I I I ~ (1, I ~ NOW OR FORMERLY o NOW OR FORMERLY I ~ I I I -I
~ I E.C. DETAIL 6.6 TYP. } I Q ~ I STOUT & STRIDER LLC I N PROPOSED JAMES F. LOMMA ( ! I i I ~ Ibll I I NOW OR FORMERLY ( ~ 539-07-174 PROPG'SED WATER MAIN A.S.S., U.C ~ Job No. File No.
199-141-17 I ~C ~ I 199-141-21 WATER MAIN EASEMENT I I w i ASPHALT I I I Q i 4 1 49-247 I I 8831-978 SURFACE I I
(TYP.) 11900 STEELS CREEK RO I II I ~ I 11393-625 ~ hIl I Y I I TRACT 2A /39341756 ~ ~ scales PL4N VIEW 33-443 ~ ~ ~ ~ i PLAN 1" = 40' TO SERVE
I I I I I I MAXAM CT. I I I ~ TO BE OPEN CUT 27f LF ~ , I , I , ` , , I , TRACT 1 g 12016 STEELE CREEK RO ~ a~ PROFILE ~ -
t SEE STD. DETAIL #9 & TO BE OPEN CUT 431 LF'-1 I F' 11 I I I I
SEE STD. PAVEMENT REPAIR I I I I l SEE STD. DETAIL #9 & I { Vert. 1° = 4v TRANSMISSION
DETAIL #9A I SEE STD. PAVEMENT I { I { REPAIR I ~ I( I ~ I I I { ,
DETAIL #9A III I i l I ~I I As Built Date MAIN (PHASE C)
o R/W R i RAW 1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of
a DEWBERRY BHR BLF MLM _ No. Date By Revision Surveyed By Designed By Drawn By Project-EEngr Approved By Date 17 33
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-1
ON BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

s6a 6 m . . ,e g ~ X ~ 16v ~itlJ. ~~vn , n r 660
w y I ~ I RIM-648.15 I
1~ -~I~ { 1 ~ + (8" IpJV. `OUT~640.95 i ~ _ ~ ~ f I ~ 8_1 V 1~5
8" I V. ~N=~41. 2
I I XI TIN 8 SAN S
R INV. ELE 41.21
I CMU JO # 611- 0- 09 XI IN ~ I FILE 241-1 _ IM 649 38 NV. ELE .=647.1
I V. UT 643 54 I REPLA E PV
_ ~ _ _ 8" INV. IN 643 76 XIS ING y ~ ~ E E i NV. ELE .=6 8.0~
I ~ i I I l~L.G~'AV~.TY E9N
~ ~ ( E7~ISTI G RAD A ON I _ i EXIS INGL SDMH XI5 ING EO -
~ RIM 646!.20 RIV 15" INV. IN=643. 9
6C~d 15" INV. OU =64.OP P OP ~ D PIP LIN ' ~ 6
I I ~ I ,~E 650
~ I I ~ RIM .64.94 _ - -
~ ; 15 IINV. IN-,642..15 ~ I p E I „ i _ ~ CMU OB 50 -0 ~ - - / XIS ING 18° RC - 15 INV. OU~ 3.0 L - 0 -
1 18" INV. IN~64; X17 PP OX. DEP ~ I _ -
€ ~ ~ _ X. 0 i~ ~
~ I I i) R ~ Phi _ - - _ _ - - _ _ - i _ ( _ T1 FIBS.. _ ti - - _ -
I - = ~ UN - ~ ~ - ~ GR - - - ~ , I ~ ~ ~ , ~ NDF.~. ~ ~ - - -
r~ - - EXI- P !.X.- - ~ ~ ~ - U D~.~ NO - - - - _ -
R - - ~1 _ - _
-Z _ _ _ ~ _ - _ __I-=~-__ _ _ _ -
i---~- - _ ~y _
0 ; - 6 640
- -
I I ~ L P ~ - - - I--
( I I ._r_._~_~ I _
f I ~ ~ ii STI G 8' S N. WR i
~ ~ I I EXI TIN 12' DI WAS ER MAI FI E~ ~41 1
i FIL 183-01 ~
( SSA 5 + RPS 6 F ~P ~ ~.__~__~E I
< ~ P 0~ OS D 4 A ER r
T.~25055 ARRLA~E L ASEBY
3 SEED I 0 ~ R _P~ . ~ _6
li i U T RFL VA E - I -~---t -
630~ a I E ETA t' 114 6 I ~ ~ 4 630
~.~:a.~
250+00 251 +00 252+00 253+00 254+00 255+00 256+00 257- 257+00
PROPOSED 36"x36"x6" TEE
W 6" GATE VALVE AND
FIRE HYDRANT ASSEMBLY
SEE DETAIL 105
i
I
CONTRACTOR TO REMOVE AND REPLACE 20 LF «~~~~~~s~~a~~ ~~`ffi~g~~~~mm~~ffi~~~
H ~ ExIST/NG 8 PVC GRAVITY I~ MI ~ ~ I II
l I ~ I SEWER W S" DIP ~~~v l_~ ~ ~
~m-®~~~~ CENTERED ON GRAVITY SEWER ASPHALT PARKING AREA _ CB RIM=650.16 ~
ASPHALT PARKING AREA RIM-650.17 18' INV. IN=645.$9 ~
_ 24" INV. IN=646.15 15" INV. IN=645.97 ASPHALT PARKING AREA I EXISTING 8" WATER MAIN ~ ~ ~ - - - - - --24". INV_OUT=645.57 24" .OUT=646.20
MU JOB 500-02 ~ 1 " C # I ~
FILE 180-005 ~ I ~ I - - - - - - I
~ I - -
q EXISTING 12" WATER MAIN , _ I TAND PIPE ° WEL ° CMU JOBS 66-354 NOW OR FORMERLY ' - - - o
~ 4~. _ 18" RCP____--_ ~ FILE 183-001 R 24" RCP _ - BACKFLOW VALVE O GUY # CHECK DAM WELS HOLDINGSS, LLC INV= 4 .80~= _ " .VE °
O E.C. DETAIL 6.83 TYP. 201-151-08 - - ° ° IR~RV w~a ~ ~ ) 103- ~ ~
~ K PP Y x 8 1 308 ASPHALT UL x ~ p PED PP 12201 STE CREEK RD PP APPROACH ~ ~~A PP O R/W ° R N
- INV= R/w ~ ~
(V ~ INV = 642.75 W ~ W ~ W ~ ~ W W / \ _ _ _ • W - W W N~
W - I- EP EP Q I EXISTING 8" SAN. SWR SSMH EP
W WRE HEIGHT CMU JOB 621-80-209 RIM=649.38 STEELS CREEK ROAD NC 160 -PUBLIC ---~L>rV=.64..63_--- R W VARIES W `®bs9vtirsaaaad~
(n W ~ FILES 241-1 .;0~ 8' INV OUT=643.54 ~~r------ 29 8" INV IN=643.76 ASPHALT ~ W ~qo,®o~CARp P
~ - EP W EP - 1!- - ~ WIRE HEIGHT d ~ 25 +00 /INV=648.01
z - -__-_18 _RC _ 57+ ' ELEV=672.47 x 25 +0 -64 . _ 256 0 57f Z ~ z = s• o ~ e
J W - - ~ ss W R/W ~ - R/W R/w J W e ~1 °v ~ z
` PI FM ~ ~F • • . ~ U F . t
U . U 'i ~,4 ®®®oo°~ ~ti
Q ~ _ _ _ ~
e e e ~ e e e e e e e ~ Q `se®aaetnau`g,~®,
25 00 ' 253+00 ' ' 254+0 ~ ~ 2 f 0 TYP. A ° ~ ~ ,
~ SDMH C ) f ~ RIM=645.94 ~ TREE ~ 4 N
20 TYP. ~ ~ ~ ~ ! 1 TYP. _ ~ ) l ) 15° INV. IN-642.9 ~ ~ f TYP.)
1 "INV T= 4 PROTECTION ~ ~ , 5 OU 6 3.0 f ~ 1a" INV. IN-643.07 ) l I 79 LF S/LT FENCE
SDMH / NCE
m _ T / ~ ~ / E C. DETAit 6.6 (TYP.) a RIM-646.20 ~ 6 (TYP.) CALL NC aNECAII
~ 15" INV. IN=643.09 TD BE OPEN CUT 161 LF' t~~,,,j l® w 15" INV. OUT=643.09 STA. 250+60 SEE STD. DETAIL 9 & 9~ ~ ,TION BEFORE YOU DIG
~ ~ / TEMPORARY CONSTRUCTION _ SEE STD. PAVEMENT REPAIR ~ ~B EASEMENT TCE
a SSMH PROPOSED 4 ~ , ( ) w ~ ~ RIM=646.15 / ~ S T ~ P 40' 0 40' $0'
~ ~ _ A1R RELEASE VALVE ASSEMBLY ~ , ~ i 8" INV OUT-640.95 CONTRACTOR TO / ~ i-800-632-4949 ~ F.. AVOID U1llJTY DAMAGE yORIZON7AL SCALE, i" = 40'
8" INV IN=641.15 SEE DETAIL 103 ~ PROPOSED 700 L.F.
s" INV IN=641.22 REMOVE AND RESTORE /y „ EXISTING SIGN d 36 WATER MAIN
' o EXISTING 8" SAN. SWR. `"~ti-~~/ ~
~ CMU JOB# 621-80-209 ~ / ~~s / /i ROCK P1PE INLET PROTECTION E.C. N E.C. . CHARLOTTE-MECKLENBURG
a F1LE# 241-1 q/ / ~ ~ ~ r P~ DETAlt 6.55 (TYP.)
~ SSMH gel / ~ ~ RIM=648.23 P / ~ U'T'ILITIES
~ 8" INV IN=641.98 $TA. 250+55 / ~ ® ENGINEERING DIVISION
~ „ ~ / ~ PROPOSED WATER MAIN PROPOSED 36 / EASEMENT TYP. CHARLOTTE, NORTH CAROLINA
/ ~ )
27 ° ~ , ~ BUTTERFLY VALVE ~ s ~ / / TEMPORARY CONSTRUCTION 539-07-174
N NOW oR FORMERLY SEE DETAIL 10 ° / Job No. File No. PROPOSED WATER MAIN
THORNS GROUP INVESTMENT LLC ~ ~ / ~ ° ENTRANCE (TYP.) 199-141-12 ~ / (~0/ ~ Scales ELAN VIEW
i~ ~ 12838-357 STA. 250+50 0 PLAN = 40' TO SERVE
w - 20-199 „ „ „ ~ (OLD 94RG WARNER CORP. TRACT) PROPOSED 36 x36 x6 TEE _ _ _ _ _ _ _ _ _ _ _ PROFILE
L icc~u -D ICCLt GKttR KU TO BE OPEN CUT 18t LF-J "v' SOUTHWEST
W 6„ GATE VALVE AND t SEE STD. DETAIL #9 & U Vert 1" = 4' TRANSMISSION
FIRE HYDRANT ASSEMBLY SEE STD. PAVEMENT REPAIR
° DETAIL #9A SEE DETAIL 105 As Built Date MAIN (PHASE C)
0 1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of DEWBERRY BHR BLF MLM _
a No. Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date 18 0
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-H+ N BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

D
660 660 660
XI TIN S WR H
8" NV. OU 64 .13 PP OX, l0 ATI N
E STI G E P 8 NV. IN= 46.4 XISTNG IBS 0 TIC CON UI XI TIN S N. WR MH
_ 8" INV. OU =6 7.4
XIS ING GR OE LOG XIS ING 8" INV. IN= 47. 9
~ A RO D
~ EXI TIN 12" DIP WM i OE CMU FIL # 1- 01
650 - - _ _ _ = 650 650
IT A ) (PP - XIS ING 6" AS I ER OPT C C ND _ - - - - - - - -
RO . D T - - - -
ER ROU D AS (AP - - - _ ~ ~ - _ _ - ~ T = - J- - -
- - PliO P - - - - -
LOEU
EXI TIN 8° DIP WA ER AIN C U OB# 621-80 20
FIL # 1 0- 05 640 640 640
TA 5 9
EXI TIN 12 DI W TER MAI P S D 4
CM J 6- 54 FIL#13-o1 AIRRLA LV SEBY
A PRO . D PT
257+00 258+00 259+00 260+00 261 +02.1 +02.1 4
R/W EP EP R/W
~ ~ ~
~ 1 1 O Ul _ ~
INV 08 ,C~,
F ~ NOW OR FORMERLY ~ '0 EXISTING 12" WATER MAIN a ' y CMU JOB 66-354 WELS HOLDINGSS, LLC ~ ~',Z #
W / 0 2 - ~ ~ FILE# 183-001 01 151-OS 1 'C~l
10831-308 "~O,ITI ~
i~ 12201 STEELS CREEK RD ~ S' r ~ y~ -C ~ r, , NOW OR FORMERLY
SDMH w~; TBM #16 ' VIRKLER REALTY, LLC ~ ~ 201 421-02
RI - 51.47 NAIL IN PP ~ PART OF 7748-160
18' INV. I - 47.78 % ELEV. = 653.10 ~ sl 12345 S I \ TEELE CREEK RD -18" iMV-O =647.57 ~~i 0
/ ~ ~ ~ 1 1 0 _ FP
~ EXISTING 8" WATER MAIN ~ 1 SIGN 1 GUY
FP CMU JOB# 500-02 SIGN SIGN ~ ~ F FILE# 180-005 O 0 0
WTR ~ V SIGN a ~ , ~ O P AULT \ PP UT 0
R/w ~ aHE R/W O
~ W _ WV ~ G '"EL - .33 ~ i ,WIRE HEIGHT O R/W p O
W ~~W ELEV=675,,83 W M M
WV EP EP SSMN , - - EP
O RIM=652.48 STEELS C EEK ROAD N 160 -PUB IC R W VARIES O ----------'b"1~JV-OU'1=6'46:t3'-- - r--
-E 8" INV IN=646.34 Q~- ~ - - - - WIRE HEIGHT - A PHAL T O / i+
r„ EP 2- ELEV=678.91 EP - - EP ® ~ y'
~ ~ ~ I GV i i SIGN QO 257 , N r- S 30 S S PP ~ d' ~ !Z d' r =
RAN SS S 6 ~ +OO N C X00 ~ a Raw ~ 4 ®2
Q ~ VAU SB- ~4 ~ WIRE,HEIGHT ~ P U R/W AULT ~F ® ~ : N W ~ ~ tie~g ~
O W AU ~ ~ O ~,`~~9~ GIN G~~
'f' - - _ 261 +Q2.L4 = I - 4 W @~~® ~ ~ s ®rrfE!!!lA6~a',~
W (n a C4 Z $ N
- EXISTING 8" SAN. SWR. 2 9~'QQ I .I W ~ CMU JOB 621-80-209 ~ ~ SIG N W
~ 20 (T ~ ~ # 41-1 ~ SSMH FILES 2 ~ 1 l } Q 1 (TYP.) 10 TYP. l RIM=652.13 QW
~ ~ ~ 20 TY . I- ( ~ U ~ - 8 INV OUT-647.48 7.48
I 8 INV IN=647.99 99
223 LF S1LT FENCE ~ W Q ' ~ ` COOT PER OB 2730 PG 47 E.C. DETAIL S.6 (TYP.) I o Z 47 W
~ ` ~ TEMPORARY CONSTRUCTION - TION Z
W ~ ( ~ " STA. 258+95 ~ ~ ENTRANCE TYP. ...I CALL NC CNECALL BEFORE YOU DIG
Q ' iV 11
PROPOSED 4 0 ~ ~ U a II ~ ~ D ;D ` I- ~ 40' 0 40' 80' STS P
3 A R RELEASE VALVE ASSEMBLY ~ NCDOT L7 ~ 28 Q i Q 1-800-632-4949
SEE DETAIL 103 PER ~ ° DB 7 D ' NOW OR FORMERLY ~ 30 , Z ` APL1X I ~ AVgD UTIUIY DAMAGE HOR(70NTAL SCALE: 1" = 40'
~ PG 47 ~I NCORPORATED D
`"Q m ~ 199-432-99 a ~ 4400-252
i ~=IP' ~ ~ TEMPORARY CONSTRUCTION (OLD APUX ,INC. TRACT]
Ir-- ~ 12300 STEELS CREEK RD i EASEMENT (TCE) EXISTING 12" I RD • CHARLOTTE-~~ECKLENBURG
~ WATER MAIN UTILITIES'
o CMU FILE# 241-001 ' ` o L I I ENGINEERII~TG DIVISION
N PROPOSED 490 L.F. ~ til CHARLOTTE, NORTH CAROLINA
36" WATER MAIN I ~ ~ °
t o ~ ~ 539-07-174
~ ~ ~ ~ Job No. Flee No. PROPCISED WATER MAIN
PROPOSED p 27 ~ s WATER MAIN EASEMENT stoles PLAN VIEW
TO BE OPEN CUT 341 LF Y (TYP.) NOW OR FORMERLY STD. DETAIL s & PLAN = 40' TO SERVE
~ OKUMA CORPORATION
~ tss-141-12 STD. PAVEMENT REPAIR DETAIL #9A ~
L 12838-357 t - ~ ( RG-WARNER199 OLD BO ` 20 CORP. TRACT) ~ Vert. 1" = 4' SOUTHWEST - TRANSMISSION
12200 STEELE CREEK RD
o R/W EP EP R/W As Built Date MAN (PHASE C)
1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet jtj DEWBERRY BHR BLF MLM _
a No. Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date 19 ON BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-

M
660 660
EXI TIN GRADE AL NG
PRO OS D IPEL NE E ISTNG 8" CP EXIS ING GR DE LO G
- NV. 64 .94 EX STI G E P - E ISTI G 1 CP
5 ~ ~ I V. 647 48 ~ ~ 650
IE
I - - _ ~ _ I ~
...,I, ~ ~ L I
_ 11"" EXI TIN U DER RO ND ELE . _ \
~ - _ _ AP RO LO ATI N -
' ~ EXI TIN U DE( _ _ ~ - - - _ - - - E Is 6 M N C V T P EXI TIN U DE GRO ND ELE
~ , ~ - - - GA (A PR X ~ - - -EP
- HQ - -
_ - - _ ~ P _ - - - ATE _ _ _ - - -
MU Og~ '68 - MIN APP OXI qT - - - - -
i - -01 - _ i - - t
~ - -
e ~ . m L P - - - - - - 640
t P
I
I
I
t
63 630
300+00 301 +00 302+00 303+00 304+00 305+00 306+01 X06+00 307+00 308+00
EP EP I al ~ R/W EP EP R/W
, I t l l qII 19 1I} ~ ° q~ ? jq i I ql Ip' q
II II~i rpp I t`l ~ gll~9 jq
~ tt S i lpl 19 I IIII 11 v jl ilgl I I IpII 11 a i
r - ~ ~ Op~%° t~ NOW OR FORMERLY ° ~I a ' _ - G- I 1 1 qi 1 1 lp I I ° ql I
- - ~ tt VIRKLER REALTY, LLC at o r ° I- - _ t! 201-421-02 'i ~ I i t ~i /11 1~ 1@ I II qll _ y I 1 Ilgl ~I 11 1911 \ ~
ht PART OF 7748-160 11 r~ „
~ I~ FP ht 12345 STEELE CREEK RD 11 I ~ I I ql ~I ~ I ~ ?IpII 1 I I &IiNC I II x SI! i it ° I I~DCI r I I t ~ , i~iD i~~ i t*~ ~il~ ~ 1 ~q
4i Id yip q ~ , 1 I , 4i t~~ , ~~'4i ° q,l 1 I 1 II I q lr-~'Cp I o i p I I C3
fl I ~ rl ilq~ iq I Iq
' EXISTING 16° it it - I~ ABANDONED 6" DIP ASPHALT PARKING AREA WATER MAIN pl FORCE MAIN I I p l ~~lq I O mI p 1 i I l g l ~...,4q i I p I I
~ - - CMU JOB 682-91-089 I i' I I ~IMmI i ~ Ip II l Dd ~ 7 r !i X11 ~ i ~ 16 II ~ IRV INV.=642.74
N ~ FILE# 379 001 I ` ~ ~ I t rr !pr q ~ i m is ~RV ~
~ o o I 1 1 / ~y~i !A~ r ~i\ 2~~F~ pp R~4 +
t { o ~ 1 o I o / ° ° ° qj I~ ° ~ tt HANDHOL
~ i i ~ ga~~ ~o® ~q~. OF Q r.
SIN ~ _ __1__15" CMP ~ UE ' 18" CMP s6 ~ ~ -f------ N
g`~ UT IIII~TT --U~ - .INV=6 RIM_645.79~====____ U UT - - INV=648. 'iNV=647. ~ ~ 15 V. OUT- 41 W -----------W----------- W I ~ UT WV ==~a>=== EP Q W ®~~~ttBtlt!!!!!®
W - p y3~~ s W ELEV 6E (n W ®®~®®~C
+ W EP STEELE CREEK RO - AD NC 160_ PUB~.JC R W VARIES o = - - - T ® i 0 ~~o g a
WIRE HEIGHT ASPHALT 23;------------ 0 WIRE HEIGHT ® i
ELEV=682.57 EP E~EV=678.19 f 0' (TYP.) W WIRE HEIGHT ~ s ~ ELEV=665.92 ELEV 6E72 35 Z = E
18" CMP G----- W HA DHOLE 47.8 € ~ Ep J W ° " 42 ~ 8 ~ ®~b q.v 4
H ~ uT 'a°`~~ ~ F FM R/W 9 ~ GV ~T R/W V ~ ( ;~'~9 I~~~G~~oam
fn -f- a- + PP ~ ~m°J° t ~ MG 9oti®®
W °d~!ltrl~assa1eea
. cN~ ° z - - - _ . GUY-
II I ° - - ° - I e
it II I Itl s J ~ l i I I I 1 (TYP.) 10 (TYP.)
I 16 I I B 24" INV =641.60 Q L 120 LF SILT FENCE e I „ I I 1 ; 'I 10' TYP. °
I- A I 16 I 16 ~ ~ ( 1 d E.C. DETAIL 6.62 (TYP.)~'~y, II , , PRC PROPOSED 20'
V I 14 r ~ I G ~ 41 WATER MAIN EASEMENT
~ ROCK PIPE INLET PROTECTION ° ~ ' T I ~ ~9 WA ~ ~ y - ~ i 1 s, TREE (TY+ ° (TYP.)
E.C. DETAIL 6.55 (TYP.) 24" INV ~e~-~ II , "P 0 a = I1 I +4 ~ 'g PROTECTION 642.1 „ t o I j o I, TYP. CALL NC flNECALL
w 11 , I I ( ) BEfORE YOU OIG
Q TEMPORARY CONSTRUCTJON ~t ' ~ I I i i 11
a ENTRANCE (TYP.) 'j ~ i i, , ~ I 1 ~ i , II 91 > I I I ~ 19 ~ SPILLWAY ~ ~ ~ a ~ _ 11 TEMPORARY CONSTRUCTION 760 LF S/LT FENCE S T ~ P
3 '1 I I I I I I o I~ 91 TO BE OPEN CUT 17t LF 'I 1 ~ ~ I ~ I ~ 1, EASEMENT (TCE) E.C. DETAIL 6.62 (TYP.) 1-$00-632-4949 40' 0 4Q' 80' AVaD UTIIJTY DAMAGE
SEE STD. DETAIL 9& ~ i i s l a NORilONTAL SCALE: 1" = 40'
# 'i a I I I~ I 1 11 SEE STD. PAVEMENT REPAIR ~1 1 ~ a I w I~ ~ 1 ¢o
~ DETAIL 9A m~ ~ i~ I I I a I a ~1 a ~ SPILLWAY A a It I d~ 8J ~ ~ i I' I l l „ pN
3 CONTRACTOR TO PROTECT ~ I I i l fl I~ Y CHARLOTTE-T~ECKLENBURG
a 0 P.q II II ° II 1~ l®SPILLWAY EXISTING S ~g~ 11 ~ 1 I I I I a_ffi ~
r am~~~~~~ I li ~ e~m~~~~m ~m ____-------~aa. ~a I gs _ e~La m@®b®®ffiama~a~®a~~@ffim~®a~®®~Q®__~®__e~®na~~®_a_J P f PROPOSED 800 L.F. U T I LI T I E S
0 0 ~ ~a ~ tlf l0 7f 36" WATER MAIN ~ ENGINEERING DIVISION
N I II CHARLOTTE, Nc~RTH CAROLINA
I i Iw
28 I ~ s © it 539-07-174
ASPHALT PARKING AREA NOW OR FORMERLY II y ° 6I Job No. Fide No. PROPC?SED WATER MAIN
~ i APLIX INCORPORATED ~ ~ TD BE OPEN CUT 16t LF 1ss-432 ss ° scopes PLAN VIEW
~ ' ~ 20 LF SlLT FENCE SEE STD. DETAIL 9 & a4oo-252 I f Y it # 0 II PLAN = 40' TO SERVE
SEE STD. PAVEMENT REPAIR APUx ,INC. TRACT) " E.C. DETAIL 6.62 (TYP.) 12300 STEELE CREEK RD ~ ~ PROFILE
~ ncreu toe
L Yw I!l(~ 1r-- SOUTHWEST
t U Vert. = 4' TRANSMISSION
I ~ N
n As Built Date MAIN (PHASE C)
0 1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of DEWBERRY BHR BLF MLM _
a No. Date By Revision Surveyed By Designed By Drawn By Project-E:ngr Approved By Date 20 33
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-1 ON BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

I C5 650
(I I ,
E E STI G 1~" C P
1
E ISTf G 8" CP
I INV. 64.36 ~ I ( NV. 63.33
A PH LT
RI XIS LNG GR DE LO G II AS ROP SE PI ELI E EXIS ING GR DE LO G
OR ~E M. IN I IVE
I - ~
- ~ ~I
- ~ - - - ~ -
6 ~ ~ ~ i XI TIN " R P E 2 - , X40
- ~ - J ~ ~ I V.= 4. ~I\ X STI ~ " R P
O ER Y ~ - SP ALT
. _ ~_._u
_ I -
e - UN GA g I - -
~ UN I - L - _ I
16' >LDEP ~ - D.f. )
I M ATE - -9 -0 XI qT 1, " E ISTI G
i 0 ~ Ff E 37 - OE TN) PP OX. LO TIO
I - - - - -
- X30
63 ~ I ~ i _ I ~a . -
i -
_ T . 13 0
RPSD T .312 ~9
PD SD4
1 EES A SML
' SEDTI D
~2
X20
308+00 309+00 31 0+00 31 1 +00 31 2+00 31 3+00 31 4+00 ~ 315+00 316+00
STA. 313+DO
PROPOSED 36"
BUTTERFLY VALVE
SEE DETAIL 104
R
i ~ ~ i ~ ~ I I , I
~ ~w I r-------------- -
nl / = I I ~ TWO STORY INDUSTRIAL BUILDING ` / I ~ I I
- i { I rn ~ ' I I I ~
- I GRAVEL PARKING ~ I I ~
o - NOW L~ r NOW OR FORMERLY COMER ~ OR FORMERLY ~ _ _ - INDUSTRIES, INC. GARY WILLIAM PAGE AND
vI _ _ T"' I ASPHALT PARKING ~ - _ , I 201-421-05 16042-895 ~ SHARON S PAGE ~ ~PHALT PARKING
~R 40-53 201 421 03 ~ - ~ LOT 1 I 05671-948 ~ - -
IRV ~ ~ / I 12730 NRKLER DR. ~ 12601 STEELE CREEK RD ~ _ I - ~ 2 STORY METAL BUILDING
IRsJ o I ~ ~ hl =-INV.=6 2.57 o UY XISTING 16° 1/ % I I ~
~r 81 CP o WATER MAIN r / I
t I _ / CMU J08~ 682-91 089 II o 0 o pp CB FILE# 379-001 / L------~
I I RIM=639.46 ~
R~H I I 15" INV. IN=637.07 ~ ~ ~ I ~ pp PP 15" INV. OUT=636.60 j Itv I
~ IRV GUY ~ i _ ~ i CONCRETE SIDEWALK INV•=635.49 w pl
-F ~ P _ _ _ _ Ct71~C`RETE"510 AZk ~ u u
o O EP --------------------------=====m=e==_===°===e=n=- -~.ga---====°==_=°_ = 15 RC '~-INV . PP p W. 15 RCP g - "---UT FN ~ III
C7 N W - BFV CONTRACTOR TO W - _ BFV pN u~ ®~ooooourrrre
Q REMOVE AND REPLACE ~ - W -'1N~!_S_ -634. _ 5TEELE CREEK ROAD NC 160 - PUBLIC R W VARIES - 35.45 n -5 il~ XISTING 6" a~®®~~cfl e~
f-' W 'EXISTING 12" CMP - - ABANDONED uIN •=635,0 FORCE MAIN O ! ~
Z9 30 WIRE HEIGHT WIRE HEIGHT °~p - _ ~ W 25' 0~9+0o ASPHALT - _ - - _ - ~ ~ ELEV=664.27 V= WIRE HEIGHT - ELE - fi55.35 • • a 8 . 8
W EP - ELEV=658.17 36 mil WERE HEIGHT ~ > RCP INV.=T33.33 ~ _ 'Tr------._.- ELEV~660. INV.-641. _ P. - III 93
Z uT - + 311 f00 -Y-------~--_,..._ ~a W- I . 64 DO 312 - _ ,RRE'-~
- W R/w T T fOOUT ; I ~VD.=~ ELEV HEIt J Ft+~ 34.37 66( W u ~ ~ `~r---_ --`1 _ IEV,g60.90 f 39`'~ EP ~ N ° r~L, j6Eld~~QQ~iv °~o.
~H 13+ INV.- 35. ~I '~~-~O~ ~ _
~ , , - - - - - _ - - - :INV.=63~ E- r - - - - - - - - _ _ _ r~--- T11-~-- G rf8f1Ag11f,
~ , _ u
e e e---------_ GUY - - - PP 10 TYP. i~ , , e ~ ( ~ PP .3 Js,~~T ~E S1DEwACK f
' INV.=640. ` ~ ~o,+ e________,_e 28 ~ 0 (TYP.) I + , ~ s PROPOSED 800 L.F. e e 'h'V PED ` `
+ , , » ~ e P ' 316~~ ~ ~
~ + 36 WATER MAIN PROPOSED WATER MAIN I I' o 28 ~ `'ti ` ` ~ EASEMENT VARIES ~ ' ~I RocK )CK ~ ~ BFV
~ ~ ~ , ONSTRUCTION ( ~ I ' ~ ~ , ~ TEMPORARY C { Q y~ R/w ~
NOW OR FORMERLY I ~ < , + tf ~ APUX INCORP +~o , ~ , EASEMENT (TCE) CHECK DAM 'ASPHA T ORATED ~ Z ~ ~ L ~ o ^ ` ~ CAII NC ONECALL
M 199-432-99 .2 0 E C. DETAIL 6.83 TYP. ~ ~ oRIVE ' ~ Roc s w I + ~ ( ~ @~ 1y BEfORE YOU DIO ~E"_''_,..---- ROCKS S T O P
a 4400-252 ~ ,1~ ~r (oL~ APUX ,INC. TRACT) ~ STA 312+95 I~ ,I o
a 12300 STEELE CREEK RO w ~ ~ + » ~ f~ ~ _ ~i m m m ~Q~-ate TREE ' TYP. 1-500-632-4949 4~' a 40' 8Q'
. ~ ~ ` ~ ` PROPOSED 4 id 3 ~ ~ I I ' ' 94 LF SIL FENCE TEMPORARY CONSTRUCTION I ~ _ ~ u ~ SIL a FENCE -PROTECTION avolD unutY DAMAGE ~
~ ~ AIR RELEASE VALVE ~ wl a a ENTRANCE (TYP.) ~ , E.C. DETAIL 6.62 (1 'TAIL 6.62 (TYP.) (TYP.) NORI~'ONTAL SCALE: 1" = 40'
p , , it ~ I 61 ~ SEE DETAIL 103 I w
~ ~ II ~ ~ I ` ~ CONTRACTOR TO AsPHAL1 ASPHALT PARKING io
~ STA 313+00 r91 , REMOVE AND RESTORE 3 1 f 8 LF SILT FENCE ' i~ gSpH ; " i I EXISTING SIGN STORE . CHARLOTTE-~IECKLENBURG
° ~ ~ qr r ,a PROPOSED 36 I ' ~ ( p
~ E.C. DETAIt 6.62 (TYP.) - _ gRkf a it I I TD BE OPEN CUT 221 LF a°~ ,m~~'°®®°"`"~~~ NC BUTTERFLY VALVE ' ' SEE STD. DETAIL 9 22t cF ~p UTILITIE
o - I # & I ' i II I ~9 & _ ,r w, Nr ~ ~ ENGINEERING DIVISION
~ ~ 1 SEE DETAIL 104 u ~ , SEE STD. PAVEMENT > ~ F~ °~o~ NOW OR FORMERLY ° I I REPAIR DETAIL 9A I a~ ~ Ir ~ n z__ A °~°=m~J I~ CHARLOTTE, NORTH CAROLINA
I ~ p~ qQ' / el~a\ ~p PIER GlORG10 ANDRETTA CTA 13+ ~ II 9~ ABANDONED ®i ~ $J4 199-432-98 3 05 11 95 Lf SILT FENCE
0 6" DIP ~ ~r q`z iA~i 05353-148 f9 ii E.C. DETAiL 6.62 539-07-174
~ FORCE MAIN ~ ~ q TO BE OPEN CUT 321 LF 12500 STEELE CREEK RO PROPOSED 4 ~ ~a , i~ 30 v P i~ ~ SEE STD. DETAIL 9 & 30 (Typ,) i~ Job No. Fide No. PROPC?SED WATER MAIN
I ~ # it _ AIR RELEASE VALVE NOW OR FORMERLY v OR FORMERLY Scales PLAN V/EW
li . ~ SEE STD. PAVEMENT REPAIR ,I am® E & D PROPERTIES LLC 1 ~ ri DETAIL sA ~ SEE DETAIL 103 I .I THE P EACEFUL ORAGOP Y f f # ~ u 'ROPERTIES LLC AND PLAN 1" = 40' TO SERVE 'EACEFUL DRAGON ~
$ I ~ ~ ~ \y / di II 199-431-69 199-431-69
~ i I ~ II / ~ ~ ~I Ifi Cl dl 12522-230 12522-230 PROFILE
12610 STEELE CREEK R STEELE CREEK RD io Flur. SOUTHWEST
4ggea~~~a~~~$~~ Vert. 4 Th'ANSMISSION
l ROCK PIPE INLET PROTECTION n 1e / MAIN (PHASE C)
i l E.C. DETAIL 6.55 (TYP.) r ai Iq / i R As Built Date
O 1 3/08 MLM REVISIONS PER CMU COMMENTS ISheetl Of DEWBERRY BHR BLF MLM Z 33
a No. Date By Revision Surveyed By Designed By Drawn By Project-I-ngr Approved By Oate
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- ON BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
-

I
q- 640
EXI TIN E0
- EXIS LNG GR DE LO G
_ `
~ _ - -
63 _
_ _ - _ E is 630
G ND RGR UN
1 _ EX! TIN E R`0 - _ ' ~ ~ E Y
_ E - _ •~E - - _ _ - _ XI AN 1 D..P. H - - _ _ - - -
# 6 2_ RO IMA - - - - _ - - _ - _ _ 1-0 9 ILE 3 E D PT - - - - - -
- _ --I-== _
SL P p SL P p
62 -
620
3" RPSD
A E AI
I
61 610
31 6+00 31 7+00 31 8+00 31 9+00 320+00 321 +00 +00 322+00 323+00
R Y R/W EP EP
R ~ ''r y ~ 2SFD ~ / / - 0~. ~ , CONC. ~ EP
' E)P RJR'- R
Fy ~ ~ G. , / \ ~ ~ _ _ _ AR80R RIDGE - ~E DR.- - 40 PUBLIC R/W,%' ~r
y ~y / - ASPHALT ASP_H_A_LT)
>>'~2'~ 9! ti0 / 2SFD/ I (CONC.I I I I I ~
2 6 2 qy ! 1 ~ I CONC. I I I' i 6 i lA~lp~\ \ / ~ I , 1 I ~ I I I~ I ~ I I i I ~ ~ ~ j~ 7 R ~ r ~ ~l ! ~ I I I I , ~ ~ CONC. I I ~ ~
~i s 7 u' / r I r _ - ~ -I- .._....L ~ I I ~ ICONC. I CONC.I 0 S ~ \ ( ~ ~ (CONC. I, II I (CONC. G q A ~ CON / ~ ~ ~ t~ I ~ I i' I I I CONC. I jCONC.I ONC.,~ ~ 2SFD /
. o ~ r ~ , I _ ~ 0 9~ I I r- I - ~ - ~ / l LI I. I I I r I
F 0 2SFD I ~ ~ Tq R I I ' I ( I
~ 41 '1f 0 I i I I I 2 T R ~ ~ 1 SFD I ~ 1 SFD I - I ~ Oi r GF ~P I ~ ~ ~ I 2SFD I I ~ ~ 41 R ~ ~ ~ ~ I I ~ J I 1 FD
A r !r v ~ I + I S I( I I A ~g 2~ OF 9 ~ CONC. I I I I A 2 6~ T N ~ ~ I 1SFD I I I ~ I 2SFD r- ~ ~ ~ ~ 2SFD ~ 2SFD
~ gplOp SIS a~ o~' o~ - ~ I NOW OR FORMERLY - I I
6 3 0 ~ I CON . I I I \ OR d o NOW OR FORMERLY w ~ JOHN C. NOW OR FORMERLY ~ 'P ~ w I NO ~ I I STAPLETON II AND CHERYL ~ NOW OR FORMERLY ~ - - - 1 ~ ~ 1 sFO ~ \
~ NOW 0 ~ ~Og DAVID W JANKE AND W OR FORMERLY ~ STEWART J ~ F CATHERINE L J ~ ANDREW d WALKER NOW OR FORMERLY AMANDA H. v 201-422-28 .w JANIS HUERTA ~ CONC.T `CONC.T I NOW OR FORMERLY ~ / R
~ FORMERLY 0 ANKE I v ` - R 201-422-32 I 201-422-31 ~PATTI DUREN OSWALD STAPLETON ~ 21681-858 201-422-27 w PROVIDENT 10514-458 201-422-30 w 201-422-29 28-515 w 21517-888 Z NOW OR FORMERLY J OR FORMERLY JACKIE R. ~
~ DEVELOPMENT 12061-044 2 - ~ 10 - ~ 20938-729 ° LOT 28-515 KRAIG M TYLER AND GROUP INC. 28 515 8 515 ,v,{ 520 491 28_515 0 28 to LOT 27 CRYSTAL L TYLER G M TYLER AND ~ WHITTEMORE NOW OR FORMERLY
~ 201-422-52 lOT 32 LOT 31 28 515 ~ 3 14522 ARBOR .0 14 ° 201-422-26 ~ 1,4506 ARBOR RIDGE DR. 14510 ARBOR RIDGE LOT 30 LOT 29 RIDGE DR. 526 ARBOR o YSTAL L TYLER ~ 201-422-25 i ERIC C BELIAMY AND ?01-422-26 ~ 10787-619 CONCH BENETTA BELLAMY
8679-950 ~ I p 19949-793 28-515 ~ 28-515 ~~f' pR, ~ 14514 ARBOR RIDGE ~ 14518 ARBOR I RIOGE DR. 3 LOT 26 ~9-793 28-515 ~ 28-515 201-422-24 LOT 26 LOT 25 10663-521
NOW OR FORMERLY pR, RIDGE DR. COMMON ~ _ _ ~ 14530 A GARY WILLIAM PAGE RBOR RIDGE 30 ARBOR RIDGE (14534 ARBOR RIDGE 28-515
OPEN SPACE r OR, ~ AND EXISTING 16' OR, pR, ~ LOT 24 14538 ARBOR RIDGE
SHARON S PAGE ~ ARBOR RIDGE WATER MAIN t 201-421-03 ~ _ Q ` DR. CMU JOB# 682-91-089 DR.
~ ~ 05671-948 FILE# 379-001 `,12601 STEELE CREEK RD
R
r" r- ~ XISTING 6" ~a~µmeaata?tra~i~
r M N IN ,=.63~44~~ ~ ABANDONED ABANDONED ~ 's,
J r' OF U FORCE MAIN 4 ~ r pP OF FORCE MAIN R~yy 4 *i
W ~„5 CMP ~ , OF OF OF E... t W OF-.._.. o` i e uF ~
(n WR/W 3 .50~~.1~- p` - ----~---------------T----- W .=632.1 W W I .=632. STEELE CREEK RDAD NC 1 - ~`---uF ~ M ~y~ ~ z
_ _ 64 PUBLIC R WVARIES - W ~ W 1 \ 35 , N ~I ;
z WIRE HEIGHT ELEV H66 ~B~ WIRE HEIGHT 35 EP A WIRE ELEV=664.03 _ __SPHALT ~ HEIGHT ll„' 2, „ ELEV 647.$0 _ ,®A~9 ®e® G~,~
V=649.83 J _ ~R-E-KEtGH~t----- FM _ W WIRE~i€16M~ `ELEV= FM FM - - EP ~ tW ~4 ~ ~,G ®to° WIRE HEIGHT 33, °gPdaaamasuyeyyy
Z - ---ELEV ~ '_J FM - ~ ~ WIFE HEIGHT UT ~~~EIEV=651`23 ~ _ WIRE HEIGHT z'
EP UT 319+00 ELEV=647.55 `Jr WIRE HEIGHT WIRE H *~'~Pp°°"--- .~.pp WIRE HEIGHT WIRE H ~ ELEV=646.54 = WIRE HEIGHT °°°b~_ M ELEV=646.89 -.._."--uT .322 " EP J W
`3 8 ELEV=649.21 EIGHT 5 ELEV 649.90 El V= UT~ Q SI ALK ! PP ELEV=651.29 320-E p0 , E 648.67
CONCRETE ,,~.0 5 pP 5 .321,E 00 ~1 G ~ 5 W
HE 32 f 0~ ~
3 ~ WOOD FENCE - - _ _ `l - rBLDG - a5 f-
y.= 15 ~ J - ~ ~ R/W ~ CAl1 NC ~IECALL
1 (TYP.) BLDG BEFORE YOU DIG
32 w L~ , cn WIRE HEIGHT,
a f0' ]'}~P ELEV=649.01 ~ \ NOW OR FORMERLY ( ~ ~ CONTRACTOR 1 ~ r STS P ONTRACTOR T 9~ ~ j R 1-800-632-4949
a ~ \ ALFONSO MAGDALENO BRAVO AND IIBRADA ~ REMOVE AND RESTOti AND RESTORE J ~ B G Avo~o unutY oA~aAC~ 40' 0 40' 80'
3 ROMERO RODRIGUEZ ~ ~ 140f LF WOOD FENC I ~ ~ ~ ~ ' WOOD FENCE NOW OR FORMERLY
1ss-432-71 33 30 700 LF SILT FENCE 190 _ ~ ` I DENs NOW OR FORMER DOUGLAS KEEPER ~ HORI~'ONTAL SCALE i" = 40' DENS AND MARY KEEPER '
o ~ 72 669 ~ LY , ~ NOW OR FORMERLY E C. DETAIL 6.62 (TYP.) 24-423 \ ROY DANIEL MORRIS AND ~ r` 199-432-74 22889-285 - 24-423
~ E & D PROPERTIES LlC AND LOT 11 ( FEUCIA Z MORRIS ~ ~ ~ 12801 HEDGEWAY OR. ' THE PEACEFUL DRAGON ~ I 199-432-72 i~ ~ ~ ' ' LOT 74
~ 199-43i-69 r t _ ~ 34 21921 132 ~ I 3 12522-230 - ~ ~ ~ ' ~ j F13122 BLACK CHESTNUT Pl. . CHARLOTTE-I~ECKLENBURG
g PROPOSED TEMPORARY CONSTRUCTION ~ 24 423 , 0 12610 STEELE CREEK RD r - _ _ ~ t LOT 72 ~ NOW OR FORMERLY
WATER MAIN EASEMENT EASEMENT TCE ~ 12805 HEDG GINGER L. KIN ~ ( ~ ON EWAY DR. GRY ~ \ ~ ~ ~ , ~KINGRY ~ ~g i ~ LTTILITI~~
o (VARIES) CONTRACTOR TO ~ , , i99-432-73 \ ~ ~ ~ 10632 226 3226 NOW ORFORMERLY f ~ ® ENGINEERIT~TG DIVISION
~ REMOVE AND RESTORE FD ' ~DNQ. ~ 24-423 423 PROVIDENT DEVELOPMENT I ~ _ CHARLOTTE, NORTH CAROLINA
~ \ ..-i~ ~ ~ LOT 73 200f LF WOOD FENCE ~ / ~ I PROPOSED 700 L.F. 31 j ~ i , ; 13128 BLACK CHESTNUT PL. 73 GROUP INC. , - _ _ CHESTNUT PL. 199-432-93 ~
f ~ NOW OR FORMERLY ~ ,rr , l ~ CONC.I s 36 WATER MAIN , , I I i 12798 STEELS CREEK RD. i II ONC.i ~ " NOW OR FORMERLY 539-07-174
~ DAVID JENNINGS AND y i ' I ~ ~ JOSEPHINE J ~~i ~ i ~ ~ ' ~ ~ JOHN M MARUSIC AND JANET Jab No. Flle Na. PROPG'SE© WATER MAIN
ENNINGS CONC. III s Q tp ~ , 199-432-70 III ~i ~ ; I ~ ~ ~ MARUSIC 199-432-75 Scales PLAN VIEW
~ 21872-206 III ~ ~ y ~ _ 711 '9 A lL ~~t\ ~ 24-423 tit SA .9r o~/ ~ ~ 19089- OT 754-423 !W R PLAN 1" = 40' TO SERVE
v ~ LOT 70 ~t G j- 13108 BLACK CHESTNUT PL. -1 PROFILE
~ 19Rt1f1 uGflt,Cwev no 1~~ . . „ 11 _ ~i~ - Al1~
° CONC. nor. SOUTHWEST
BLACK CHESTNUT PL. - 40 Vert. 1° = 4' TRANSMISSION
Bb PUBLIC R/W (ASPHALT)
Lo R R W EP As Built Date MANN (PHASE C)
0 1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of DEWBERRY BHR BLF MLM _
No. Date By Revision Surveyed By Designed By Drawn By Project-E:ngr Approved By Date 22 33
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-1 ON BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

6 4
640
i
6 3 E STI G G AD AL NG N P
EXI TIN GR DE ALO G 630
~ RO OS PI ELI E
- - - - - ~ I V.= 22.9 E ISTI G - ~ - - ~ - - ~ PP X, LOC TIO
` C U OB 10 -8 -111
~ - - - - - - - i- - ~ ~ LE 241 00
~ e ` ~ ~ o
\ S ~ XIS ING ~ \ XIS ING TEL C NDU TS
1 ~ - _ I ~ 6 Ok i
G EYC ES DRI E \
a, _ _ - M ~ ~ _ 6 NC VR TP - GF
L P p Fi ok, ~ - ~
62 I ~ o T~~ - ~ - o, ti _ - ~ - _ ~
I ~ _ _ - ~ _ 620
_ -
1

POOE 3
W T AN 61
I
323+00 324+00 325+00 326+00 327+00 3 + 610
28 00 329+00 3 3 330+00 331 +00
R R/W R/yy R
,
, ,
r ' ' Z~ ~ , ,
w ~ ,
ti ' '
_ ~ ' /
R - ~`~w EP ' ~ rD
w ~ ~ ~1 1 ~ ai i EP ,
' ~ ~ ,1 ...51 '1 ~ % % i'
r R, i ``f,,,_t p r , OW O , Q.I ~ I , ,
f I• N Y r' ~ ' ..J~ 0 ~ ' MERt.Y FORMERS , ~ ~ , ~ ,
OW OR FORt.DEN PRO~DENT'(, , , ~ 'Q~i i ' N NNE HO ' LOPMEN ~ , Q r
JOA 1_42x_23 ,DE`lEUP iNC' i i i ~ ~ 20 364..552 GRO 422-52 ~ ~ i ~ DENSE FOLIAGE 0 ~
22 , 15 ' 201 p , ~ ' ~ i ~ i 28 5 3 867g'g5 1 ~ i ~ ' Q, 0 ~
LOT 2R RIDGE 28-515 ~ i ~ i ARBO I MMON t , , ~ p
14842 DR. CO SPACE, i t ~ NOW OR FORMERLY % ' OPEN iDGEi ~ ~ La' i ,
1 BOR R P ~ (Y ~ , STEELE CREEK {1997) ~ i ~ AR DR. ~ ~t ~ ~ ~ LIMITED PARTNERSHIP i
1 y , i z~ 201-431-Ot ~
\ ` t ~ ' y , , 9064-072 ~ ' ~ ~ ~ ~ 8-247 ~ i
' ti PART OF TRACT C ~ P t~ ~ ~i U' ~ ~ 14301 STEELE CREEK ~ i~ NOW OR FORMERLY
\ , W , ~ ~ i MARK N BEACH AND MILDRED J BEACH
' ~ ~ , E RD' ~ BRUSH 201-431-02 GUY ~ i ~i ~PP ABANDONED i r 185$-147/2462-277/2806-362
` , ~ t , COMBINATION OF THREE DEEDED TRACTS t> ,
i , ~ i I pp, 12841 STEELE CREEK RD.
--_.-e----~ ~ ~ wv ~ ' r r ~ ~ F i ~ ~ ~ t
~ ~ , 1 rr "`-'ONE I ~ , r
DENSE FOLIAGE i ~ ~ rr r EXISTING 16" OHE ~®by4N~4i1g@~/D~1i90 s,`® ,y~~jPBISat A®®
~ r r WATER PP ~ DENSE FOLIAGE r MAIN
R/W W + ~ ~ i 1 i CMU JOB# 682-91-089 EXISTING 6° y r ~ r I DENSE FOUAG , ~ r FILE# 379-001 ABANDONED FORCE MAIN ®
0 ~ I 8 4
r ~ ~ 1` EXISTING 8" OF , ' .=626.50T15" RICA MH i W ~ ` ~ -----8~==~= IN_ V.=626.18- INV.=623.49 WATER MAIN is a" m p MAIN ~ ~ °
W CMU JOB# 100-86-111 ~ ~r~ .=627.31 ' ` a ~ ~ FILE# 241-004 >-111 :%y ~t f~~'i~® vW e.
~ _ ~ ~ WIRE HEIGHT ~ ~ ~ ' ELEV=649.15 WIRE HEI HT an- -004 gr G3P~°°.'~~(a
WIRE HEIGHT 3 _ G ! -+c~ v EP _ _ELEV-649.34 ~ I .7 ~ - ELEV=649.23 ri - - - - - - ali ~ - - - _ ~ REEK - - ~ °,®'~°°~~r,~~o `',era®`
~ WIRE HEIGHT WIRE HEIGHT WIRE HEIGHT--tt---._...___,___ ROAp ------1t~.-,.,_ - - - - - - _ N WIRE HEIGHT ,lam = WIRE H IGhIT _ELEV=649.Q0 _ ELEV=646.89 ARE HEIGHT ~,,r - Jr~,' ' - _ N WIRE HEIGHT = „ _ELEV 648.9_-_ - -----------ELEy=643.38 a 3~ O D - - - - - - - - DENSE FOLIAGE _ _ ~
~ N EL V= ELEV 649.21 _ -ECEV=647,55 - _I! PU,vL - - E 647.19 FM IT- - ~C R _
FM FM A~I~ W - EP - ' `A `'_r'-___--- ~R~t~ , UT-- - L~T S FM G UT INV.=622.99'_'--.-_-FM - 2 _
{1.~ V.= 26.7 t,G Y pp UT ~ INV =6~2. _ ' ~ OHE 26-f UT _ 2 - - - EP ~ N _ - - E~- W
LU UT _ OD _ ; - - P - ROCK 1~'`;." WIRE HEIGHT 25+00 7fOQ 328+ _a"RCpFM
LEV=650 OO ONE `-""--G ~O - W +00 _ - 23 ~ - to 3 app ~ _
Z ~ c 22' ~ W
rn ~ R W , - DENSE FO G 5 ° 3 / , ,.,,v,, 3. 5 IRE HEIGHT '"rr~ 330 p0 EP z ~
= EV=642.92 p ri N (n , ' GUY 9f00 '11
U ~ (TYP.) f5 = R CHECK DAM ~^`r" wv I p ~ W CAII NC ONECAIL WV I ` ' ~ BEFORE YDU OIG
a 0 II _ E.C. DETAIL 6.83 TYP. ROCK P/PE lNIET PROTECTION II P UY
I ~ ~ ~ II 36 ~ _ NOW OR FORMERLY E.C. DETAIL 6.55 TYP. 3$ 0 II ) 1P ;tl i ~ i i ; 1 ~ ~ R~ ~.V S T ~ P
I ~ - - - JOHN NOW OR FORMERLY PROPOSED 800 L.F. 1 NY BLACKMON AND - - NOW OR FORMERLY ~u ~I, la ; ; ~ Q 1-soo-s32-494s 40' 0 40' 80' } I I Ii I f I I I AVDID UTiIJTY DANACE
° PROVIDENT DEVELOPMENT \ » I MERVELIN R BLACKMON I ~ EMPORARY CONSTRUCTION DAVID J. HOWARD SR. AND JULIE D. HOWARD ~ G II ~ 199-432-16 ~ 0 I + c 36 WATER MAIN i 1 ss-432-s2 ~ GROUP INC. i ~ 7520-313 - J EASEMENT (TCE) 21270-314 I I ,a ~ ~ ; slc~ p ~ HORIZONTAL SCALE: 1" = 40'
199 432-93 \ 24-423 TREE ~ li I ~
° 12798 STEELE CREEK RD. ~ ~ 21-942 ,;INSTALL 365 S F LOT 76 PROTECTION ~ ' X13100 BLACK CHESTNUT PL. ~ LOT 92 , 3 x ~ TEMPORARY EROSION 13000 GREYCREST OR. I I
~ - ~ ( f (TYP.) ~ o ~ NOW OR FORMERLY RETENTION BIANKET ON . _ _ _ _ ~ ~ ii ~
N JOHN M MARUSIC AND !r 679 LF SILT FENCE I! 'I ' w ~ . CHARLOTTE-IVtECKLENBURG
o JANET MARUSIC r, EXISTING DITCH (TYPE 2) x x ~ k I ~ 199-432-75 II ~ * if - ~ I E.C. DETAIL 6.62 (TYP.) - - ' I I ~ ~ "I 39
19089-613 ! I I ~ ~ , ~ ~ 11 3 ~ /i , , II Q N , 24-423 Ir x d7 TEMPORARY ~ u UTILI'I'IE ~ / i ~ Q , ~ { i ~ i NOW aR FORMERLY ~ ~ JEROME L. BOWMAN ® ENGINEERII~"G DIVISION
! ~ LOT 75 ii i r " ~ ~ - n ~ o _ _ CONSTRUCTION - - - ~ _ Q i i 1~ ~ J i i ~ ~ AND
1310 . LACK CHESTN T PL. ~i P ~ r ~ ~ 0 _ Now ENTRAN o , „ U P n ~ ~ OR FORMERLY CE (TYP) II ~ ~ ROSA L 80WMAN CHARLOTTE, NC?RTH CAROLINA
t I ~ I ~ LYNNETTE R KENNEDY AND II c I ~ ~ + 199-431-Ot I I `4. f e l l 5852-605
- ~ NI _ ~ QUENTYN K KENNEDY - =r-' ~ 199-432-77 t~ ii V ~ ~ fly f~ ff 21-942 539-07-174
- Q ~ ~ ~ 9773-342 ( u Y R/W I ~ ~ ~ ~ i ~ ~ , t kl ~'I V ~~B1f LoT ss Joe No. Fle No. PROPO:iED WATER MAJN 1 ~ 13001 GREYCREST DR f LAN VIEW W ~ f ~ - Scales
~ D ~ , 24-4 ~ A 13101 BLACK CHESTNUT PL TO BE OPEN CUT 441 Lf 3„ ii ~ Mv {f ff 1 ~ PLAN 1" = 40' rn ee-n~~r zi it ,V (1 1 f
~ EP ~ ~ - it_~~; r'~J t ~ ' cct crn nrru, an e_ C'1
1 i aLG -11w. WG /HlL p'.7 or EP - , -J SEE STD. PAVEMENT REPAIR - - .7L!!YL - I I s0 LF SILT FENCE PROFILE !V
4. ~ E.C. DETAIL 6.62 Hor. 1 " = 40' SOUTHWEST
DETAIL 9A R I I (rYP.) Vert. 1 " = 4'
R/W EP Lo R/W EP EP R/w TRANSMISSION
0 As Built Dote MAIN (PHASE C~
a 1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of
DEWBERRY BHR BLF MLM
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HC No. Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Dote 23 33
4 BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

63 I 630
1
I
EX TIN 1 " R ~ P
fN .=6 7.5

s _
~ ~
62 ~ g~ 3 + 4 - ~ 620
- - M ` EX STI G E P _ _>•~I , ,~4 TE AI G _
_ _ , ,
_ _ ~ ~ ~ I IS NG 4 CMP
~ ~ -
_ ~ ~s ~ _
~
~ \ ~ cR E ISTI G RAD A ONG i
~ ~ Gq PR PO ED PIP LINE EXI TIN 30 SA . S R ~ „ INV. EL 00.1 I `I
~ ~ xA ~ A`~ \ ~ CM JO # 0- 2- 68 I II ~ ~ 0 FILE 3 9-
\ 2. ~ A1N ~ \ \ ~ i u /

V 1 ~ S ~ ~ ~ ~ ~ i II / I / 610
~ \ ~ ~ ~ I / /
- - - ~ ~ ~ 1 U ~ / ~ ~ / /
__T_.
1
PROP S D 3 ~ ~ i \ ~ _ /
- - - -~-r - / / ~r
f I ~ I / ----F-- -
I ~ A r- / i i ~ - - - ~ _ ~ 1---~ - '
~ V ~ - _ ~ ! ~ a - - ---r-~--- - - - ~-~j-~,---~--+--
- _ ~ i I I 1
1 \ - - -i ~ v I -~P ~ -
I I a~ ~ ~ 600
r~ e ~ ~ - ~ ~ ~ _ ~ _ _ ~ _
I ~ i
-~-~='-!r - f I 1 i
C1 III - I - i---~- --i- - - - - i-'~ ~ i f } - -
I ~ I ~ ; l ~ ~ - - L_ - 'a_ _ - 1 1 ~ i l
+ i ~ i i
T.351

° ! 1 EES AV M1 Mt
E EAL 1 3
59 90
331 +00 332+00 333+00 334+00 335+00 336+00 337+00 3. 338+00
STA. 335+54
PROPOSED 45° REST STA. 336+05 •05
JOINT BEND STA. 336+00 PROPOSED 35" 36"
P POSED 3 'x36 "x5" BUTTERFLY VALVE S .335+84 RO 6 TEE TA ' VALVE
° W 6" GATE VALVE AND SEE DETAIL 104 PROPOSED 45 REST t 104
JOINT BEND FIRE HYDRANT ASSEMBLY
SEE DETAIL 105
R EP EP R
~ I i ~ ~ _ ~ - - ~ ~ ~ i ~ CONTRACTOR TO ~ ~5~ l ~ 5~~
i ` ~ ~ ENCASE 30 CONCRETE EXISTING 30" SAN, SWR. 5~ CMU JOB 380-92-568 ~P ~
~ o ~ ~p ~ GRAVITY SEWER MAIN # R 6ti ~ ~ FILE# 379-2 ~ 0. ~ Q,, , ~ e ~ t t ? r ? ,
i ~ ~ \ WITH 24 MIN. 42 NOW OR FORMERLY 5~' Q r ~ ( } y $ti I HERBERT R. SWANGER AND ~ 0
~ ~ _ _ , ~ ~ p ~ STEEL CASING GRACE W. SWANGER • $ ~ Oo ~®9®s ®O
I ~ I ~ ~ t=0.250" CENTERED 201-431-03 55 I - ~ ~ /Y`~ ~ EXISTING 8" SAN. SWR. 4 02435-285 ti~ ~ Q a° ® eQ AA °o
CMU JOB 379-03-665 , ON WATER MAIN ' ~ - ~ NOW OR FORMERLY ~ _ ~ 8-247 ~v t~ a =
$TA. 33ff50 W. DAVID HUNTER FILE# 306 3 PART OF TRACT C ~ 201-431-10 ~ 13001 STEELE CREEK RD. STA. 337100 BEGIN GRAS5 LINED o BEGIN GRASS LINED e~~°v
16067-572 STA. 334+50 EMBANKMENT W/ $_247 ~ , LINED G1N~~®®~''>`~
EXISTING i6" o , END GRASS LINED STA 336+62 EMBANKMENT W/ TEMPORARY STRAW AND PART Of TRACT C waTER MAIN / TEMPORARY STRAW AND
NET LINING TYPE 1 12925 STEELE CREEK R0. CMU JOB 682-91-089 i EMBANKMENT W/ PROPOSED 22.5° RAW AND ®®O~~~uiiaac®,,~b
( } ~ # ~ NET LINING TYPE 1 ~v ~ FILE# 379-001 TEMPORARY STRAW AND ( ) i I ~ ~ RESTRAINED JOINT BEND 'YPE 1}
P I - _ ` o ~ ~ NET LINING (TYPE 1) I OHE ~ - ~E PP ~ ~ aHE ~ P
OHE OHE pP~ -OP~E
WLE OCR
t SSMH ~ q~i 5 RIM-612.85 E WLE t ~ RIM= 1 ~ ~ 1 30" INV OUT=599.31 EXI TING AN. WR O ~ a p 0 6 9,50 ~ p ~ 3D" INV IN=599.40 S 8 S S JG 8" SAN. SWR. -F
t = 8" INV OUT=613.72 i~"~ 0 8 INV IN=601.11 ~ W •RLI E S MENT CMU JOB# 308-00-556 Q~ / _ B# 308-00-556 QQ FILES 306-5
~ I can 0 8" INV IN PLUGGED=613.76 DB. 69 2 P . FILES 306 5 'F ~ I a 0' I V.=615.5 i RIM=612.86 R/w c~ N
~ R/W i 8" INV OUT=603.53 _ 8" INV IN=603.46 ~ ~ - ~
~ C7 I I ~ ~ IN 5.09?- CPINV.S6 3,27 S I . 8 ~ N _t ~ UT UT EP H W
' EP W 1---W-~--------------------- - I I W ~
Q r ' WIRE HEIGHT ~ INV.=614.26 -SSMF--------- j~ W ELEV=638.51 28' STEELE CREEK ROAD NC 160 RIM-611.12 - 52, ICI , 3 - -_3t)__!l~.U_OllI_6A0.0.5_.-- 5~------- - - 3~, ~ x
WIRE HEIGHT ~ PUBLIC R WVARIES - ASPHALT 30 INV IN=600.13 1~1 RIM=610.24 ~ ELEV-640.85 1 D (TYP.) 8 INV IN=601.95 I I 8" INV OUT=602.98
-----I-1--- - - - ~ W _ TR__S1__ __INV.=617;54 UT UT UT U T UT I I 8 INV IN=603.00 02_98 _ _ EP r*•"„ W CALL NC ONECALI 3-00 -r'1 W
ri ~ EP - - N ~ ~ •fQQ-= - IG PE Jr-1-~ SB^~s U' HE ~ 1 BEFORE YGU DIG
a ~ ' x x x x x x x OHE _ I I 8~ ~ x ~ - INV.-606.97 -f'~ 14 8+0 R/w V~ S T E P
a R EASEMENT P B. 12121 PG. 32 I Z PP k , s xs X x- -___X ----X- ~ 1-800-632-4949 4~ 0 40 ~0
3 ~ ~ -x x x x ~~SSE I U _ X S mot, A1~D UTILITY DAMAGE
R W - o HORIZt1NTAL SCALE: 1" = 40'
r. - - - N x z x x x x x x x
_ - e Y._.,-.- o IO' pip. STA 335+07 ~ e x e Y---- eX CONTRACTOR TO REMOVE AND RESTORE
~ ( 0 L. F. ~ x 37 LF SILT FENCE PROPOSED 7D ° x ~ 3 PROPOSED 45 ~ e ' SILT FENCE 90t LF 4' BARBED WIRE FENCE . CHARLOTTE-N[ECKLENBURG
0 0 0 x ~ STA 336+24 E.c. DETAIL s.s2 ~ 36 WATER MAIN a ~ DENSE FOLIAGE RESTRAINED JOINT BEND x ~ ° )fTAiL 6.62 (TYP. ~..T T I L I T I E
N PROPOSED 22.5 CHECK DAM 475 LF SILT FENCE + CONTRACTOR TO tNSTALt TEMPORARY
o SlA 335 19 E c. DETAIL s.83 E.c. DETAIL s.s2 TYP. RESTRAINED JOINT BEND BEND BARBED WIRE FENCE 1' OUTSIDE ~ ENGINEERING D I V I S I O N
( ) ° PROPOSED 45 (TYP.} STA 335+ 10 TEMPORARY EASEMENT CHARLOTTE, NORTH CAROLINA
I ,2' s ss STRAINED, JOINT BEND
CONTRACTOR TO REMOVE AND r-..~ AN+TARr seweR PROPOSED 4 A/R RELEASE VALVE o ~ ss PEa Ds. ar4s a s rvr STA 335+54 RESTORE EXISTING 40 LF 4 con,cRE c, 421 SEE DETAIL 103 VALVE 539 07-174
BARBED WIRE FENCE Tf PIPE ss ° r PROPOSED 45 Job No. File No. PROPO:)ED WATER MAIN
~H ~ ~5, ssE STA 336+05 scales PLAN VIEW
PROPOSED WATER MAIN / Ss,, RESTRAINED ss~ STA 335+84 „ Y ~ I EASEMENT 40 PROPOSED 35 BUTTERFLY VALVE PLAN = 40' TO SERVE
. JD/NT BEND ° • SSMH PROPOSED 45 ALVE PROFILE
~ I I-~ r'~~Il ~'4' _ \ pica-a~~oo TF~fP~?RdRY_ ccc /1~TAlt 9r1A
NUW UK rUKMtKLT NUbtKI -,)r-r- UG lHfL ! ul9f STARR THOMPSON, BENNIE W. 0" VOUT=602.23 STREAM IMPACT RESTRAINED
L BLDG A ~ \ ~ ' (SEE DETAIL SHEET 33) JOINT BEND Vert. = 4' .~UUl HWt S l TRANSMISSION
ilk THOMPSON, STA 336+00 TEMPORARY CONSTRUCTION 1990131-04 " " " " h 1409-126 CONTRACTOR TO REMOVE AND RESTORE PROPOSED 36 X36 X6 TEE W 6" GA'
N EASEMENT (TCE) 17-328 TRACT i EXISTING 203 LF 4' BARBED WIRE FENCE 123 LF SILT FENCE 6" GATE As Built Date MAIN (PHASE C)
R - 13000 STEELE CREEK RD. E.C. DETAIL 6.62 TYP. VALVE AND FIRE HYDRANT ASSEMBLY o ~ 1 OUTSIDE PERMANENT EASEMENT ( ) 'EMBLY 1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of DEWBERRY 8HR 8LF MLM 24 33
W/ 232 LF 4 BARBED WIRE FENCE No. Date By Revision Surveyed By Designed By Drawn By Project-Ergr Approved By Date
R SEE DETAIL 105 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HI
N BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

Y 1 EXIS ING GRADE ALO G
I -
I Q
EXIS ING GR DE ALO G W 2 0 ROPOSE PIPEU~7E 6 2 I` 620
Z
Q
R V EX STING G ADE AL NG ~ ~ W A EL Rye XISTING OP ~ q.
SL DGE ROD l,~
- SL DGE R AD tv~ l'~
S PR PO sTA. 0+24 I
20 ~ 30 ~ ~ I _ - - ~O PRO OSED
- - W BO E PI I
I XI N 1 .L W AI EXI TING 4" GAS MA N END REST JO' T PJPE
I AP ROX. L CATION (APP OXIMAT DEPTH EXISTI G 24" CP ( CMU OB# 68 -91-0 1 INV. E EV.=61 48
- - - ~ - - - FILE 379-0 1 I I UN UN L N (ANG E DOWN AS NEE ED)
I APP OX. LOC TION
T' -
i - (APPROXIMA DEPTH) CMU JOB# 6 2-91-091
- - - I ~ ~ M/ CO ER TYP FILE#379-OD
~ ' ~ ! . ~ \ ` ~ XISTING UNDER ROUND AS AP R~X. D T~ ~ „ ~
~ , ~ ~ ~ I I ~ ` _ _ - _ - _ - XISTING UNDER ROUND EL PHO E APP OX. DEP - - _ i' _ ~I ~ - - -
- T.
i ~ XISTING 16" D.I.. WATE MIN (PPROXI ATE DE TH) PR POSED 9 ° REST
i'' ~ I I ~ ~ MU JOB 682-9 -0 9 FI E # 37 -001 r ~ / ~ JOl T BEND
~EXI TING 8" SAN. S R i I
INV. ELEV = 610.6 ~ ROP SED PRO OSE - (ANGLE UP AS EEDED~
f 0 20 1 0 X 0
REC'IVIN PIT REC IVING PI _ " i , EXISTI G SAN. SWR
1 0 ~ ~ ~ ~ CMU OB #39 -00-55 ' I 61 FILE # 06-5 _ . ~ _ ' L ~ l__ _ 61 0 ST . 0+06
~ RA a I, ~ ~ i ~_I. ~ _ j P OPOSED
J I ~ i ~ r ~ I ( s ~ / ~i I ~ I ~ ~ / ~ ~ ~ i ~ I ~ 1 I I I 2" AIR ELEASE
I ~ I ~ - - - - - - -I-- r- ~ 1~--- ~ - - VALVE A SEMBLY
.r I --I~ _ j I ~ ~ I I I ~ SLOPE ~ I ~ ~ I
i t ~ i ~ I ~ 1 ~ I I ~ ~ I f ~ I 1 SE STD. D TAIL #3
- I - - ~ ~ I I ~ - ~ ~ - - - ~ ~ 1 ~ ~ ~ ) i ~ ~ ~ ~ ~ y i
I E I ~ ~ i ' i ~ I 1(~ Is i I i ~ ST . 0+03
I ~ i ~ ~ 1 _I - - - - - -
D ~ ~ ~ ~ I I ' OPOS ~ ~ ~ I P PROPO ED 1699
I i ' 2 X40 I I, , UTTERFL VALVE
_ ,.V,..~___ a.___ SEE STD. DE~ IL 11
E , I ROP SED 90 L WA ER AIN 610 I #
1 I e ° r - 4 TEFL CASI G STA 34 +3 _
e r 0+0 ' PR OS D f .2
PRO OSE 130 LF ST . 3 „ (=0.5 REST J NT EN
_ 54 STEE CA NG S A. 39+ 0 PR POS D
T BE ORE L + ) PR PD D Al RE EAS VA VE SSE B ST.385 ~
® I t=0. 0) SE DE AIL 103 PR~POSL~D 2.5 REST I 3 x3, x 1 E
JOINT .BEND 338+00 339+00 STA. 339+95 340+00 341 +00 341 +86.
~1 +86.88 a
PROPOSED 36" I
BUTTERFLY VALVE STA. O+DD _ _ _
SEE DETAIL 104 STA. 339+90
R \ ' v P OPOSED
~ r NOW OR FORMERLY PROVIDENT
r DEVELOPMENT GROUP INC. 6 "x36 "x 16" TEE
201-431-04 ~ 13509-753 NOW OR FORMERLY ~~j R/W JOHN 8. HAMMOND AND MARY T. HAMMOND ~ EGIN RE TRAJNED
0 ~ STEELE CREEK RD. 199-061-10
r 3732-701
17-328 PART OF TRACT 4 y' n
Nj w o S Q~ 13025 SLEDGE RD. CONTRACTOR TD 1.
EP r r REMOVE AND RESTORE ~ r EXISTING 16" WATER MAIN EXISTING 16" - 2 0 00
/L. rr,~, W ~ ~ \ ~ CMU JOB #682-91-089 BUTTERFLY VALVE m PROFILE
~ ~ i , "1 FILE N0. 379-001 ~ ~ PROPOSED 10x20 rioR _ ~o'
W 501 LF 4' BARBED WIRE FENCE W , , P R/w {n ~ Ur PROPOSED 1 D x20 ~
'G~ T BE V U1 ~ Uj 0 REMO ED AND RESTORED 32 ~ ~ BY CONTRACTOR c RECEJVING P/T m . ~ RECEIVING PlT VERT. t" =t' a>```~tr~CARRQ~Ar®~/
~ EP ~ . , ` m rn ``®o~°~° `
~ ~ CHECK DAM W V ~ ~ Sr - w a: :P Cn e a ~
~ CE' EC DETAIL 6.83 /TYP - N ~ c/Q ~ ~ UT W - Z . Z ~ STA 0+09 ~ ~
m~
w _ ~ INV. 609.86 ~ _ ~ m ~ m PROPDSED 90° a ,r 2 i~
A ~ WMH y ~ DIRE HEIGHT , 3 ~ ~ ~ _ ~ i i _ _ _ ELEV-634.84 8x AST _ ~ REST JOINT BEND f®,~9 ®H
~ ~ f..-- -_--------,-r_ 30 - N CA N cA STA 0+24 B®, Ft L. Mc
!0 p ~ ~ PROPOSED ~ . TEMPORARY 1 k INV.=615.78':. ~e \ WIRE ~H GHT ~ ' CONTTUCTIDN f-- EP ii PROPOSED ®®t~eja~~'~`~,yQ`
GU ~ ELEV=63.5 ! 30 LF 54 5E£ iN$ET A _ 1 i r STA 0+06 34~,~ 16"X16"X16" TEE
s ~ ~ ~ y , ENTRANCE ~ , - - STEEL CASING rHls sHEEr PROPOSED y ~ N TYP _ - . - _S c ~
\ 9f _ 90 LF i I ~NIRE HEIGHT PROPOSED 2" CONNECT PROPOSED 16" WM
o SIGN 54 ~ - ~ ,a - 4Nf \ _ _ - _ - - i i ~ _ ELEV=633.93 o AiR RELEASE VALVE TO EXISTING 16" WM
s _ ~ > STEEL ~ ~ ~ R~ o SEE STD DETAIL #3
o `A WIRE HEIGHT 340+ ~I i SB-19 R~N _ ~ \ _ CASNG 341100 k ~ ELEV-637.37 y i ®
0 V • o STA 0+03 CALL NC ONECALL
k - - , ~.g6
10' ~ k e _ \ \ \ ® _ - PROPOSED 16" BEFGRE Y~1 DIG
\ SB-l / yy , BUTTERFLY VALVE STO P
1 ~ a e ~ \ ~ \ / " SEE STD. DETAIL # 11 1-800-832-4949
N e e ~ \ pN ~ x , AV010 U1ILITY 4AMAGE
z S \ ' A WIRE HEIGHT ~ ;%I I _ _ _ 1D (TYP) o STA. 338150 , k s \ , \ ELEV=s41.z6 % ' ~'P1 "e STA 339+90 =STA 0+00
END GRASS LINED \ \ / i i ®x e
EMBANKMENT W MH \ ~ ss / w \ WIRE HEIGHT g e ~~Q~ PROPOSED 36'x36 "x 16" TEE sr,~c~ _ r _ 20' 0 20' 40'
TEMPORARY STRAW RIM=618,01 / INV. 1 , ----e e Z \ PROPOSED 3871 L.F. ELEV=642.84 , / fo (TYP.) to T AND NET LINING 8" INV our=x11.31 ~ rTYP. - ~
8" INV IN=611.54 x ) o TYPE 1 36 WATER MAIN /TYp•~ HORI~'ONTAL SCALE: 1" = 20'
( ) ~ STA. 341 +32 t slc TBM 20
N / PROPOSED 11.25 STA. 338+50 \ , NAIL IN PP < / -
~ \ ~ x ELEV. - 618.17 REST. JOINT BEND ROPOSED 22.5 d 1
o EXISTING SAN. SWR \ ~ ~9~ ' RE ,CMU JOB 390-00-556 \ , ~ ~ T JOINT BEND ~ ~ c~ SIGN STA 339+95 . CHARLOTTE-~~IECKLENBURG
FILE N0. 306-5 \ ' F~0 ~ ~ ~ s PROPOSED 36" LT T I L I T I E~
o ~ -c.}- - ~ x PROPOSED ZO x40 PROPOSED 20 x30 k \ ~ ~ r k \ o ti~ ~ BORE PIT BUTTERFLY VALVE ~ ENGINEERING DIVISION
3 PROPOSED WATER MAIN BORE PlT ss `r I
\ ` .j ; ~c.'` ROCK PIPE INLET ~ EASEMENT \ ` ~~~s ' SEE DETAIL 104 CHARLOTTE, NORTH CAROLINA
\ , ~ x PROTECTION o k k ~ I w TEMPORARY CONSTRUCTION ~ TEMPORARY CONSTRUCTION k \ ~ = E C. DETAIL 6.55 (TYP.) 539-07-174
~ O,, o EASEMENT (TCE) STA 340+00 Job No. Fide No. PROPOSED WATER MAIN
r EASEMENT (TCE) x \ ~ „ - ~ ~ \ 9< ~ EXISTING i6 WATER MAIN PROPOSED 4" s~aies PLAN VJEW
~ ~ ` ~ F x CMU JOB 683-91-091 CONTRACTOR TO INSTALL \ N G ~ # ~ '0 ~ r- FILE# 379-001 41
TEMPORARY BARBED WIRE \ y ~ ~ AIR RELEASE VALVE PLAN 1N = 20' TO SERVE PROFILE
~ r rr~~nr t ~ nurcmc NOW OR FORMERLY ssMH \ ` \<i ' l ~ ~ AIn1ll no rnouroi v CCC t1CTA/l 1 /1 Z unr 1" = 20' _
o rzivvc 7 VV/~71VL HUBERT STARR THOMPSON, RIM=622.67 ~~C x JOHN B. HAMMOND~AND9_MARY T. %J L. I- LIL I Pill- I V..I UUI HWES I
J TEMPORARY CONSTRUCTION BENNIE W. THOMPSON, EASEMENT 199-131-04 INV OUT=616.92 p HAMMOND 199-061-10 1409-126 8" INV IN=617.04 3732-701 Vert. = 2 S TRANSMISSION
17-328 TRACT 1 17-328 \ x PART OF TRACT 4 to 13000 STEELE CREEK RD. 13025 SLEDGE RD. As Built Date MAIN (PHASE C)
1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of DEWBERRY 8HR BLF MLM _
n R/W EP EP R/W No. Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date 25 33
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-1
ON BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

i
620
620
Q EX STI G G AD AL NG
PR ~ PO ED IPE INE Z
_ I IN =6 8,71 ~ Q
XIS NG 8 PP
INV 60 .04 4! _ ~
a i EXIS NG AN. S MH
EXI TIN GRAD AL NG R M=6 0,8i E~ IST NG OP " IN 0 T=6 1.02
r _ -1' j • ~ Z
XfS ~ = OU ~
- ~ S App EX S 0 m
_ GRO J~-ND ,LL P _ E H N i -
6-~{ 61 0 CM f.P. WAT R TH " - \ JO AIN 17 ` - -
,AP - . &2 , ~ ~y hilE 3 E D PT „ I
_
`
s MAN e v ~ - - _ - - - - - - - -
- - I - - _ - UTU E 8 SA , 5
~ i _ - - - - - - CM JO # 3 9- 4-5 D
~ -
i E -
i
r
600 i j p , I 600
>2 r _ I
I ~ ;i - -
I I ~ - - -'r- - 1 ~ ~
I ~ I I~ _ ~ L..~ S 4 + 0.87
PDOE 11.2 °
RSRI 0/ ED
i
STA O,~+D 4 5+ 1.7 ,~7
POOE "6' E ODE 5 .'.5
~ SRIND 1 T n 6 AEVLEA SDI T D
590 ~ Fl YRN SE L 590
I SEDTIL 105 S 4 +5
POOE '
C + Al EVLEAS S A. 0 0 LEAS LY
" SEDTIL 1 P PSD3
BTEFYVLE } DTIL 1 4
I
580 ~ 580
400+00 401 +00 402+00 403+00 404+00 .405+00 406+00 +o0 40~+00 408+00
GUY ~
TP PP
OHe DENSE FOLIAGE
~ ,o
0. oHe ~
~ BARBED WIRE FENCE ~ ~
0 oHe ~ ~
CONTRACTOR TO
~ REMOVE & REPLACE 2071 LF SPLIT RAIL FENCE
~ NOW OR FORMERLY ~ ~ O J PROVIDENT DEVELOPMENT ~
O GROUP fNC. ~ ~ OHE
+ 201-431-04 k a WIRE HEIGHT 13509-753
0 STEEIE CREEK RD. +n ~ ELEV=627.54 p a oHe
~ MED./LG, ~ ~ o~~ ~
HARDWOODS & CEDARS k ~ ~ EXISTING 8" SS 4" OAK CMU JOB# 272-04-595 o~~
Q TREE o w ( o ® 0
F" PROTECTION k RIM 609.78 TYP ryA nAq p L~t6I ® s~~
18" INV=607.74 _ ( DENSE FOLIAGE II ~ R/W - - UT=600.00 FOLIAGE EXISTING 16" WM - ~^'Y~-~ti ~~~t~~;®~
-"x 8" INV 0 -600.49 N - CMU JOB# 682-91 089 © ' ~ ~
~ W ~ G ~ I"" EP W " 4 ~ FILE# 379-001 Q / ®~9~ I ®DG
W ~ ~ti -h (j f - "INV=605.61 W r -
W EELE CREEK ROAD NC 160 - ~r~- - - --------rt,-- PUBLIC R W VARIES ~ a _____1~. R/w ~
~ Z i , ri ~ SSMH W I - ~ EP 30 18" INV=608.49 ~ a ~I j
ASPHALT mrr RIM=610,81 ; Ir 403f00__________ 2 PEDS ^~r ~ 8 INV OUT=601.02 _ of I } UT _ 18 INV 608.71--47 III 6~,~ EP ~ W
uT - - 0 _ _ _ <C 400+00 401 +00 t 0' TY . T Os ~ - FUTURE 8" SS CMU JOB# 379-04-590 ~ W 401p _24' _
(,j,J R x CF~AINLINK xENCE x x 402+0 _ j 30' INV=606.58 x MED. LG. HARD _ ~l- - ~r~S~fe~~I EP z (I~
SS.~„ Y BARBED' Wf E ~c----- ~
W = 9. 4 ~x x X~ t,~,J CALL NC C{JECALL
R/W .'t~"'. ~ BEFORE YOU DIG
W e _ _ _ STEP
e - - e e e ~ ddb 1-800-632-4949
1 (~P•) t D' TYP.) CONTRACTOR TO e ~ ~ ~ " + e a ( e e I REMOVE & RESTORE e ~ AVID UTILITY DAMAGE 40~ 0 40' 80'
~ TEMPORARY e ~ OPOSED 800 L.F. 4001 tF WOVEN WIRE FEN ° Q CE e
CONSTRUCTION S ~ 36 WATER MANN ~ TA 405+31.72 CXECK DAM HORIZONTAL SCALE: 1" = 40'
~ ENTRANCE e CONTRACTOR TO ~ ~ PROPOSED 22.5 300 LF SILT FENCE PROPOSED WATER MAIN ~ E.C. DETAIL 6.83 (TYP.)
o E.C. DETAIL 6.62 TYP. EASEMENT REMOVE & RESTORE CONTRACTOR TO
( ~ ~ RESTRAINED JOINT BEND 30t LF WOVEN WIRE FENCE ~ REMOVE & RESTORE T BEND STA 406+30.87 . CHARLOTTE-:NiE~KLENBURG
o TEMPORARY CONSTRUCTION i25t LF BARBED WIRE 1 STA. 405+ 15 PROPOSED 11.25° j.,T'~" I L, I I ~ S
l EASEMENT (TCE) ROCK PIP FENCE „ N f INLET PROTECTION PROPOSED RESTRAINED JD/NT BEND
a ~ ~ % 4 E.C. DETAIL 6.55 (TYP.) ® ENGINEERI:I~G DIVISION
STA. 405+05 A/R RELEASE VALVE ASSEMBL 3 41 ASSEMBLY CHARLOTTE, NORTH CAROLINA
SEE DETAIL 103 N PROPOSED 36 x36 x6 TEE OW OR FORMERLY
JOHN 8. HAMMONO AND MARY W C GA T 539-07-174
T. HAMMOND t99 061 10 E VALVE AND STA. 405+ 1 D v 3732-701 FIRE HYDRANT ASSEMBLY
"-32s PROPOS " 42 ,Job No. File No, PROPOSED WATER MAIN scales PLAN VIEW
PART OF TRACT 4 ED 36 SEE DETAIL 105 0 Y 13025 SLEDGE RD. BUTTERFLY VALVE NOW OR FORMERLY PLAN 1" = 40' TO SERVE ROBERT STEVE WADDELL AND SHARON WADDEIL
U 199-061-09 PROFILE
~ ~ CCU nrT~ r'1 1 n ~
13224 STEELE CREEK RD. V SOUTHWEST
r Y U Vert. 1" = 4' TRANSMISSION
I d
L0 As Built Date MAIN (PHASE C)
O 1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of
Lngr No. Date By Revision DEWBERRY I Surveyed By sT Designed By ss Drawn By Project EvT -Approved By Date 26 33
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- mammon 0 PION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

i
E ISTI G 15 CP
EX STI G G AD AL NG INV 61 96 PR PO ED IPE INE E ISTI G 5 CP
INV 61 .92
620 V NV 613. 3 620
D IVE
E ISTI G 1 ' CP
INV 613 58
~ _ IS NG OP
~ GRA EL ~ DRI
- _ MI 0 E TY RA L
- - DRI v - -
- ~ r- - -
- - i
- _ . _ _ _ U DE RO ND GA ~A PR EPT
FUT RE S N. S
a , . - EXI TIN 16' D.L . ATE MIN APP~'OXI AT DE TH - 61 0
~E T -
P
L'
i r- _
A RMI
S A. 11+ 0
600 a POOE 4 600
A/ RL EVLEAS BY
SEDTIL 10
590 590
408+00 409+00 41 0+00 41 1 +00 41 2+00 41 3+00 41 4+00 415+00 416+00 417+00
R R/W EP EP R/Yf R
i I I~ i 11 i i ~ 1111 14 I ~ o
r II II ~ 1411
JIGI ~~II {
a ° ~dl Ikll 1
+ I l d l 1 4 I I I
I I di J I! i t ° NOW OR FORMERLY
DENSE FOLIAGE NOW OR FORMERLY + ~ ~ ~I ~ ~ i4 i i HUNIINGTON FOREST { d{ 14 I I COMMUNITY ASSOC. INC. ~
PROVIDENT DEVELOPMENT r di ~ ~ iM ~ ~ 201-236-88
GROUP INC. NOW OR FORME p l O Q i p i i ° 20233-16 OR FORMERLY ° I I dl Q Ip I I 38-247
201 431 04 RLY 13509-753 HUNTINGTON FOREST VGTON FOREST i ~ ~i ~ ~p r ~ NTINGTONOMEADOW LN. ~
STEELE CREEK RD. DENSE FOLIAGE + COMMUNITY ASSOC.INC, r 201-232-01 lITY ASSOC. INC, I I dl ~d ~ i4 )1-232-Ot I I dl ~ \ Id
14675-676 4675-676 ° i ' ~ i ~ i ~ I I °
OHE 38-247 ~ COS 38-247 ! ~ dl Z II I I I COS ° Ildi O V i4~~ t
O ~.ti, ~ HUNTINGTON MEADOW LN. TON MEADOW LN. I ~I it ''F`^^' ~J it 24" INV=607.54
f ~N(: +
~ EXISTING i6" WM ON . ° wl ~ i Z J ; a I ; ~ , CARp~~ a
~1' ~ R GNE CMU JOB# 682-91-089 C N ~ I EM PAD FILE# 379-001 i ~i ~ ~ II I E /i ~ ~ °
WIRE HEI HT ~ ~ x Q TELE I 14 i BOXES 'LE ~ i 1 q ~
ELEV=640.42 ON(: EP G BOX i it O i9 ~I ~ , ~ ° O C Q I
~ W Y dl II i ~ ~ ~ l r~~®~
} FUTURE 8" SS E
L ~ 25' CMU JOB# 379-04-590 G ~ ~ 6{ 11 I ~ ~ ®e~~ iN ~~ae ~ s~o .9t G
.,,t W t~ _ o - G
Llt _ STE PP I - _ _ E r - WIRE HEIG ~~G W IRE ~ _ 410 El( - PP PP d{ jj I I { Q B~saua~tin?d' PP IRE HEIGHT dry ~ ~ i I '
U R/W $ 9~ ?`'QQ ELEV=641.90 ~OA -__G__ ELEV QO ur D - ' , '6~ TELE ELEV=632 LE °
ss ~ -uT ' PU w - - BLl Box _ 4 ss AS ~ R - _ OX ~ ai 4M _ ~ Cb z
PHA W - ~ - _ - L_T VAR - - _ ~ ur - lES w - - - a
e _ ' , 411 - - e - ~ PED "'i-~ QQ - - _ 12" INV=613.43 _ U
e ~ 412'~.QO ~=-tN.V=613.58 15" INV=612.92 o w w V G ~ _ _ !t 2" INV=612.4
, UT _ 15" INV=612.96 m-{ e r 10 (TYP.) -2„ - WIRE F 36 =mow W V i~ U m WIRE HEIGHT W lNV=613.08 _ - ~ CALL NC ONECAtL
` - - - - '"'"°'~~r T 4~QQ ELEV= a e - r 1~ ~ _ 1 0 ELEV=633.7 WRE HEIGHT aii 1~' R~W Q BEFORE YOU O{G
ELEV=634.2 ~u SDMH W - - ~ ~ EP _ it RIM=613.72
CHECK ~ r e e _ ~ _ - Q DAM + - _ - _ _ 18" INV=612.10 18" INV IN=610.09 WIRE HEIGHT
d 36 ~ e ur 41S ~ E.C. DETAIL 6.83 (TYP.) r - + e - - - _ _ , ~ GUY PP PP UT ~~Sf 0 __'-ii~ 24" INV OUT=608.96 ELE'=637.2 1-800-632-4949 ,
3 i ° i f0' TYP. a e ` -r`---r`- _ ~ ! ' ( ~ PROPOSED 900 L. F. + w e ! ! _ ~ i TELE. PED ~T " 41 g±_0_(_1_ 29 AVOID U11Utt DAMAGE 40 0 40 80
a „ ; Q ; 10 (TYP.) el _ TELE. PED ~ UT _ - ~ - Ep HORI~'ONTAL SCALE: 1" = 40'
36 WATER MAIN . ~ + ~ ~ ~ e l ~ - - _ r ~ + STA. 411 +90 ! / e !
PROPOSED , + ~ ~ ~ ~ e - - ~~~~00 Y _ P
wArER MArN EASEMENT r PROPOSED ~ ~ 44 '''''--e Y i 4 ! 3 (TYP.) + i ~ ~ NOW OR FORMERL ~ e.
a I AIR RELEASE i Y i 42 + ! ! DEMEK ADAMS ~ e`--- -.`_e~------____ ® RAW ® CHARLOTTE-~~IECKLENBURG
~ ~ 43 `/A ! ! AND ANGEUQUE REED ~ N L VE ASSEMBLY , ROCK PIPE INIET PROTECT/t ET PROTECTION 45 e``-~-- e_~ - U T I L I T I E
o NOW OR FORMERLY + r , 199-061-18 ROBERT STEVE WADDELL AND SHARON WADDELL + i NOW OR FORMERLY SEE' DETAIL 103 ! ~ 21626-777 E,C. DETAIL 6.55 TYP. 55 (TYP.) NOW OR FORMERLY e ® ENGINEERING D IVI S I 0 N
( ~ 199-061-09 i , KAYE WOLFE AND DENNIS CHARLES WOLFE ! i 43-187 N 5042-777 + ~ 199-061-20 ~ ~ ~ ~
! i 13308 STEELE CREEK RD. ~ r 1ss7s-2eo ! CONTRACTOR TO PROTECT 13224 STEEIE CREEK RD. ~ ~ ! ~rECT STEELE CREEK (1997) IJMITED PARTNERS'FIIP CHARLOTTE, NORTH CAROLINA 199-061-07
~ ' + 13300 STEELE CREEK RD. ! ~ EXISTING ERIC K ENTRANCE RANCE sos4-72 TEMPORARY CONSfRtlCTION 539-07-174
R ! ! , ! ! ' R ~ 13320 STEELE CREEK RD. EASEMENT rcE PROPOSED WATER MAIN ( ~ Job No. File No.
R M sales PL4N VIEW
Y PLAN t" = 4D' TO SERVE
U v PROFILE
L 0 Hor. 1 = 40 SOUTHWEST
t V Vert. 1 = 4 TTC'ANSMISSION
1
t As Built Date MAIN (PHASE C)
Q 1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of
a DEWBERRY ST Ss EVT _
No. Date By Revision Surveyed By Designed By Drawn By Project-E:ngr Approved By Date 27 33
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-f aN BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

` I I
i I
I I j
( I I i - - PR PO ED IPE INE
i ~ -
( _i I \ ~
IM= ot.6
EX TIN i - - - XISTNG 4 RCP
- - -UNDE ~GRO Nfl \ 8" I V 0 T- 94.4 XIS,-~i G~-! ~ ,.LPRO . D P A - IN 60.35
61 0 ` N ~ _ _ - _ _ v_ _ a ~ ~-~"610
AXIS WG _ -L"rNR~. " \ E ISTI G 2" CP
- C OB ~ A - 68-91 08 ~ PPR XI T O ~
_ E DEp - ~ ~ ~ _ r." _ 1 ~ ~ I
\ ~ ~ \ E ISTNG 2" CP ~ EXI TIN E P ~
~ _ \ G AV L ~ r
~ ~ ` EX STI G 1 R P STI G 1 R P / ~ ~ ,
~ ~ ~ NV= 01. 8 1 - - ~ IN=54.0 NV= 01.8 EXI TIN 15 RC ~ ~ ~ INV 60 .26
~ - - - - , ~ ~ D i `r -
' ~ ~ \ ~ ~ EXIS ING SAN SW . M i i / ~ ~ ~
~ ~ ~ ~ ~ ~ XIS ING AN. SWR MH RIM 598.59 ~ ~ ~ ~ - E ISTI G CP 8" I V I =59 .92
~ s ~ 18" NV I =5 0.31 NV 594 28 8" I V 0 T= 91.7 ~
_ _ ~ ~ J i I LAAC Y. ~ °NVI=,2 1 ~ ~ ~ \ 2 " IN 0 T=5 0.21 ,J,1 / E 15T1 8' SA . S R. / i
goo i ~ ~ ~ FIE # 379 4~ ~ 6 0 0
I v ~ ~ ~ ~ od I I FU RE " S N. WR. ~ I ! m ~ / / / ~ ~
MU OB# 379 04 590 \ ~ , I 1 ~ ~ I I ~
~ ~ EX STIN 18' SA . S ~ I /
i ~ CM JO 6 2- 5-7 9 ~ 1 1 1 I ~ ( /
- ~ EP C XI TJN 8" ~ ~ ~ LEA 308 2 , 1 I I ~ ~ / ~ ~ I V ElE . - 90.3 ~ i ~ / ~ ~ / j
~ i ~ ~ ~ ~ 1 9 i ~ / ~ /
~ i ~ ~ t ~ ~
~ ~ i / /
_ i I -
` . _ ~ - i
_ ~ _ $ ~ ~ ~
5 = - - 90 I ~ CLAA C Y. i R , _ ~ 1 i I t ~~e ~tir 'I ' ' 590 . I
i r I ~ _ _ i ~ I ~ ! _ - - ~ ~ - I j---~---~ 1 ~ T I
I I I
~ - _ - ~ --r-- ! - I 1 i i i ~ ~ I ~ ~ I ~ i I I I i_-~
I I I I l i -I-- - - - --I - - - - -
I 1 i 1 7 1 1 ~ ~ ~ ~ T . 4; - - - T.44 18.0
I I c t I ~ R 0~ R 0 E 25
I _ _ I I S 4 + 7.3 A AN JJ N
I i I
I I OE 25 T. 43; T.438.1
T 1 E IN E RP G RP 2. °
ETA E ETA OJITBN
I I .
~8o I R OE 25 T.432 ~ a ~ 2 580
i i! T I E N E R P
t E' E S VA V! S VA V S L
L13
S A. 2 +10 'E E AL 1 3 I
i ! OE 6"x6"x" E SA.2+5
~ W 6 AEVLEA PO D3
IENYD N SEB
BTEFYVLE F
DTIL 1 5 SEDTI 0
41 7+00 41 8+00 41 9+00 420+00 421 +00 422+00 423+00 424+00 ~ 425+00 426+OD 427+00
R R R t - w NOW OR FORMERLY
NOW OR FORMERLY ~ r , r~ r
OVIOENCE DEVELOPMENT GROUP, INC. ~ NOW OR FORMERL ~ r 201-231-04 , ~ VALERIE ANNE TOLLEY , ~ v~ F & A M STEELE CREEK + LODGE NO 737
13509-753 i AND JOHN DAVID TOLLEY ~ ~ r G~ 201-231-06
13401 STEELE CREEK RD. r 201-231-05 ~ r , XISTING 21" SS ,r ~ r 9093-466 0~ ~ r E - - 21679-403 STING 21" SS ~F+~ 13611 STEELE CREEK R0.
, ~ NOW OR FORMERLY 13525 STEELE CREEK R~~ CMU JOB# 233 90 J JOB# 233-90-679 459-2
R~yy CHECK DAM ~ WILLIAM RODNEY OSBORNE ~ ~ r FILE# 459-2 1y``~ ~ AND LEE ANNE OSBORNE , , 25 SANITARY SEWER EASEMEt` 'SEWER EASEMENT
EP ~ _ E.C. DETAit 6.83 (TYP.) ~ / 2O1_231_Og WATERLINE EASEMEN r i PER DB. 8143 PG. 456 S PG. 456 +
` - _ , 1 ~ 9096-323 PER Db. 6922 Pg. 790, ~ ~ ~~+i---_ AT 13515 STEELE CREEK RD. SSMH ~ ~ WATERLINE EASEMENT MENT
_ I ~ IM=600.15 ~ rr PER Db. 6922 Pg. 783 'g. 783 k +/~\k~(\CF
HEIGHT x ' 8" INV IN-591.22 r ~.~r ~ ` k
~ ' ELEV=634.0 _ ~ 21" INV OUT=590.21 , ewe r p EP 2Q _ r CONTRACTOR TO . cB t ~ ° \k UNDER CONSTRUCTION
1 _ _ WIRE HEIGHT - ~ R MOVE & REPLACE r GRATE-603.29 i k \
4~~~ _ _ ,r ELEV=632.6 E r 15" INV IN=599.18 15" ! 15° ~ CB ~ ® k I "-~---x GRATE=603.70
R 20 LF f8 GRAVITY SEWER r 15" INV OUT=599.36 ~ ~ ' - _ - ~9 HEIgHT ST ~ r SILT FE D TYP. 41$ UT - - __~`DO EEL -t>u._ , rra ( ) f0 ~'LL~v=635.1 £ C W 18 DIP GRAVITY SEWER Ira SILT FENCE 15" 1NV IN=599.99 ~
K R - ~ DAD _ CENTERED ON WATER MAIN r P' ~ 15" INV OUT=599.78 EXISTNG 16" WM x CMU JOB 682-91-089
Q F- r ____4z NC ~ , -ofoo 160 _ r W T 12 INV-602.37 VaL >72" V ~ 9`3'`'~ ~ ~ \k G Y FILE# 379-001 O Q~®®abatiaaa~o[trrr~
- AS /C - ~ PH R W " , - v® ® ~e
u h~lE ~ 1s' - (r' pE T _ ~ W RCP W ~L. e ` - _ ~S 12~~ 12' INV=601.40 _y 15" RCP - 'F t ,1t
e _ _ ~ r..w _Y ,ASS - R6R. TERMINUS UNKNOWN ~ a ~ < °
f TYP. ~ _ 4 J ~ ~ - - 18" INV=597.26 ,gr W _ - _ ~ - r ~ - _ 15" RCP , R/W d' ~ $ L a ~
W +a - ~ ' - _ - f,: _ - _ ~ s Nr i. WIRE HEIGHT - ~ e ~ r__ - 46 r _ o~ - _ 1~~ ~ ELEV-621.31
U - - RC - WIRE HEIGHT
PROPOSED 1000 L.F. ' ~ ' ~ r , ELEV=627.4 F•. - - _ ELEV 627H4 15" INV150tINV=602.26 -_W t!T ~ W ;®®®®,y~E GI~G~~o;
36 W T e UT I f , a GU ,~,VO ~ A ER MAIN q. WIRE HEIGHT r ' _ _ "INV=594.' r , , f C _ _ EXISTING 8" SS - ~ r
ELEV-625.8 e ~ ``'SS 1 ~ e S 72" INV= a.DS - _ - CMU JOB# 090-01-580 S$ _ _ FILE# 379-4 4~ 24" INV=608.35 EP
PROPOSED WATER MANN TEMPORARY CONSTRUCTION ' ; e SB-2 8° Pvc . 4 sa--- 426.E p p ----_____427 00 = w
EASEMENT ~ ~ WIRE HEIGHT `"'i S ENTRANCE (TYP) ~ ELEV=619.8 0 r , r _
r o --_-'J~_ ~ C -
TEMPORARY ROCK - ~ - - - CONSTRUCTION FUTURE 8" ss PIPE INLET PROTECTION i r ~ STA. 42 + e "
EASEMENT TCE CMU JOB 379-04-590 E.C. DETAIL 6.55 TYP. ' ' e i ~ ' ( ) # ( ) ° t ,QI PROPOSED 22.5 @~-
' r T ! ~ ' RIM 601.84 r4' .84 l4 ~ _ ~ ~ „ _ CACI NC ONECAII ~ @..,,_` BEFORE YOU DIG
I ~ r RESTRAINED ~ ' 8" INV IN=594.75 ~ W TO 8E OPEN CUT f ft LF 1 Q I ~ 8" INV OUT=594.48 ~ N=594.75 e - )UT=594.~4811~ S T ~ P
~ r SEE STD. DETAIL 9 & , I JOINT BEND ~ 11 SANITARY SEWER ASkMEN SEWER ~ASkMEN TREES TD BE ~ ° e ° ° ~ °
a I ' SEE STD. PAVEMENT REPAIR r SANITARY SEWER EASEMENT , ` PER Db. 6462 13g. 82 I i , 6462 13g. ~82 PROTECTED ~1 ~-e 1-800-632-4949 40' 0 40' 80'
3 DETAIL #9A ~ r , PER Db. 6486 Pg. 609 , 1 I I 1 k AVgD UiiIJTY DAMAGE r
! TREES TO BE REMOVE , I I SSMH 46 Lf SILT FENCE >lLT FENCE STA. 424f 18,50 NORILONTAL SCALE: 1" = 40'
TYP. ~ I RIM=598.59 ~ 1 ) ~ 8" INV IN=591.92 ~ r I j r 8" INV OUT=591.72 ~ PROPOSED 22.5° k
ACTOR T ' ~ I STA. 423+01.07 , o CONTR ~
REMOVE & REPLACE ~ ; PROPOSED 22.5° ~ w TEMPORARY STREAM RESTRAINED
a 64~ LF CHAIN LINK FENCE ' I ~ IMPACT (SEE DETAIL t I RESTRAINED JOINT BEND. JOJNT BEND TREE PROTECTION • CHARLOTTE - ~~IE C KLENB URG
I I ~ ~ w ~ SHEET 33) k ~~'P.~ LT'~'ILITIE ~
STA. 423+ 1 ~ ~ ' 0 N 45 LF SILT FENCE ® ENGINEERING DIVISION
PROPOSED 36 "x36 "x6" TEE w a E c. DETAIL 6. s2 STA. 423+8,3 r 423+83.61 ~ k ° CHARLOTTE, NcJRTH CAROLINA
r ~ w ~ ~ (TYP,) I W 6 GATE VALVE AND 3 ~ ~ ~ PROPOSED 2; POSED 22.5°
i ~o 0 I FIRE 1~YDRANT ASSEMBLY STA. 423+20 RESTRAINED
, } ~ N m j I w f! TRAINED JOINT BEND ~ 539-07-174 ~ ~ k 48 Job No. File No. PROPOSED WATER MAJN
SEE DETAIL 105 ~ ~ PROPOSED 4 f ~ z` rr cn scales PLAN VIEW
45 I ~--J < w I I a AIR RELEASE
I _ ' 41 No 46 I ~ W OR FORMERLY , ~ , STA. 423+ 15 N VALVE ASSEMBL Y 4T NOW OR FORMERLY PLAN 1" = 40' TO SERVE i k TOMMY W. MCAUSTER AND ~ ! RUBY H. MCALISTER PROFILE
ercei a nerri. d~..~~ . fJf1W /1A unw na cnouroiv J _ ~n~
a « VRGGI% 1991j06tM1111tV t'AKIKtKSHIV NOW OR FORMERLY PROPOSED 36" SEE DETAIL 103 CLAIRE`% 1904 nor. ' SOUTHWEST CLAIRE WOLFS AND 5168168--59599 Vert. t 4'
9064_72 WILLIAM L LANIER AND AVIS S. a MELANIE WOLFE 4 MELANIE WOLFE S1IKELEATHER 18-75 TRANSMISSION
i 13320 STEELE CREEK RD. LANIER BUTTERFLY VALVE EXISTING 18" SS 199 199-511-06 CMU JOB# 602-95- 09 2235 199-511-45 ~ k 13608 STEELS CREEK RD. 2239-116 MAIN PHASE C)
r 2966-454 SEE DETAIL 104 w I FILE# 308-2 13532 STEEL 13515 STEELE CREEK RD.~ 13532 STEELS ELE CREEK RD. As Built Date
R R R 1 3/08 MLM REVISION PER CMU COMMENTS Sheet Of
a DEWBERRY ST ss EVT _ No. Date By Revision Surveyed By Designed By Drawn By Project-fEngr Approved By Date ZB 33
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-I ON BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

~ ~ EXIS ING SANS M =
8" INV N=6 1.9
~ ~ }
i - _ ISTI G S N. WR. MH ~ € EXI~TIN DI R M=6 6.7 ~ GR TE=614 80
EX+ 1 A . St~:-M 8 IN IN= 10.9 EX STI G G AD AL NG IM=13.5 i 2 " IN IN 61 .71 ~ 8' IN IN= 10. 9
I _ EXI TIN GR DE ALO G - fi5 - 8 IN DU -61 .66
8" NV ~UT= O6. 1 t ~ 4" NV UT 611 55 ( E ISTI G E P
E ISTI G 6 '
XIS l-ING DI 15" INV IN= 13.0 I V. LE = 614 68
GR-} T-E- e14. 4 _ ~ 2 0 24'I INV IN-~511.26 1" I V O T= 13.3 I I 0
620 . I uT=v;a.
G AT =61 .15
~ EXI TIN 1" TE 2 INN IN 60 .85 DRI E ,
24" INV OU 60 _82 EXI TIN 0. E ISTI G 1 LA TIC GA LIN ATV CO DUI _ XIS ING 4" IP ~
- - --I-- AT R S RVI E G AV EXI TIN 2 R P I ~ - - - -
_ _ _ _ RIV _ - _ _ -
I ~ - - - _ - _
/ ' ( I - - I I i - -
- _ ~ ~
- ~ s - E - - - - XIS ING " S N. WR
4- SN,.- ~0 - I-"- APP OX. INV. LE = 12.1 - E~ p E4E-- -r' - P_ -
-a-- I I- y . ~ ~ 61 0
- ~ I I - =r " Zifu~ 1~ 682 9 ~ 0
~ . ~ s ~ ~ - ~ E ~Y
~ _
- ~ - S 0 E ~I~ d- ~

~ EP E X! Ti - I I
I ~ _
RVIY EER IT 8 IP G g E TE ED O T AI
1
I - ~ ,
{
I TERM1
600 - r ~o
600 ~ ~ ` r _L..b . . ~ j ~ CMtQ JO ~ # 0 0-0 -5&
~ i ~ _ I FIL # 79-
a
n
i
I ~
I s
1

~ I
I ~ I ~o
590 0 I E ~ 59
2+00 433+00 434+00 ~o
430+00 431 +00 43 +00 428+00 429+00 427
i
R r ,
t
HARDWARE CLOTH AND
c6 GRAVEL INLET PROTECTION GRATE=610_39 ' E.~`, DETAIL 6.51 (TYP.)
15 INV IN-606.62 15" INV OUT=605.52 J ~ ~o r
r GRATE=613.90 CONTRACTOR TO r 1~" INV IN=611.10 CONTRACTOR TO
R/W r 15" IINV OUT=610.84 V & EP CE REMOVE & REPLACE cur REMO E R LA »
I f 201 tF EXISTING 24 RCP _ _ 20 lF EXISTING 24 RCP NOW OR FORMERLY
r. t y WEG GROUP INC _ 1S~~ p ` I BRUSH ~ 201-231-07 0
Gj ~ `''~=~;;__DENSE 8721-550/9730-950
I , `'>=oL~A~~ 0 32-627 CONTRACTOR TO REMOVE 2D LF EXISTING 8»
EP W__ _ ~c j5" 0 13735 13739 STEELE CREEK RD. » ~~T' Uj 0 1 ~u?_ 15" INV=613.71 / GRAVITY SEWER SERVICE AND REPLACE WITH 8 DiP
DI _ _ ` , ~ GRAVITY SEWER CENTERED ON WATER MAIN GRATE=612.15 ~ _ "-(Jj
SSMH 0 Q 4" INV IN=609.85 RIM=613.58 - _ ~®~~aggFOldPfl??{d®B
O EP NdV11~1T=609.82 8" INV IN=606.86 ~ _ - _ _ 8" INV OUT=606.61 0 - _ DI _ _ EXISTING 16" WM s ®®q~0®®~ n r
j`, - X28 f WIRE HEIGHT GRATE= 14.80 EXISTING 8" SS 0 CMU JOB# 682-91-089 RCP - 0 ELEV=628.3 _ _
R W =~~;-?.,RCP ` p 24" IN IN=611.71 - G '"-~~U CMU JOB# 090 Ot-580 FILE# 379 001 CiQ , 15' IN IN=611.79 CB FILE 379-4 a ® ® ~
. ('v - P 24° IN OUT-611.55 GRATE=615.76 0 ®
~ E 429 15" INV IN=613.50 SSMH - ?-ELEV H6415 ~ 1~ 1S„ ~O~ 15° INV IN=613.49 RIM=616.72 G UT 0
W RCp 15" INV OUT=613.23 8" INV IN=610.79 ~ O r r p ~ 8" INV IN=610.79 W 0 O 0 2~~~
W ~ t ~ 8" INV OUT=610.66 CB T _f ~ ~ =617.43 0 ~
W e o r r' r GRATE r ~ 4 E HEIGHT 15" INV OUT=614.90 ~ G e o _ r 3p WIR - M r ~Q ELEV 634.7 L~ ®8®dddddd1646a®~ M ~ cG4®®®
~ ~ ' ssMH C~ _ ~F O , e , W - ~ ~ _ l~Fc/~ d' 34 WIR GHT ~ ~ _ 8" pV RIM-617.92 Ceti Q 4
•..1 W ELEV=638.7 `y~ - IN=611.94 'TD,t R/W M C$g 8 INV WIRE HEIGHT A~ W DI , r ~ 15 - 8" INV OUT=611.55 V=644.1 Ne \~```W G Q O
GRATE=614.04 ~r RCP ` ELE l6~ ++r+'' r
U V/ - U I ~ ~L! 24" INV IN 611.26 , Qr J RE HEIGHT 1 I~~ _ 6„ ,45'p /~U IJF = 11.0 r ~r ELEV-635.3 it S H B~ W 24" INV OUT 6 r ~ _ C~ s1C v!
r +a all DI e 15., -.r I > R r - R ~ G ~ ~L. b r WIRE HEIGHT on GRATE-619.51 , CPr ~ r ~ _ St '~_W W
0 r ' ELEV=633.1 ~ I PP 24" INV IN=616.11 8 ` c ~ -rf..,1x~Q 'M'0~s; .,2'~Q RiE" r ~ i _ 11 - , Q S r r x 24" INV OUT-615.91 - i ~ Cali ~ _ EP
r r t ali 0 ~p ~ i VL S1Q ~ f5~ WIRE HEIGHT of ~ CALL NC ONECAII
CONTRACTOR TO r ~ ~.ti k 0 , ~ w r~ - ~ ELEV 633.7 333 LF / ~ ~ k W t> r i. ~ W REMOVE & REPLACE J r 24" INV= 6.41 ~u q ~ r > rr~ r ,w o ~ - _ 433. VJ BEfORE YOU DIG
r r k ~ IP-RAP ~x 0 ' +r ~ r~ r p ~ ~ ~_,,OQ SILT FENCE 125 LF CHAIN LINK FENCE , r ! + Ire o ~ rr o ra - _ _
~ ~ - - ~ r r ~ x b ~ t~ r ir' 0 ~ cp, _ , 4 OP ST
W r 4r ~ r Q ~ - 34~ Q ,n r r ~ CB b s ~t Z orA~r ~4 0" _ ~0 _ a r Q, ~ EP a GRATE-618.18 r 4 r r ~ BRICK - 1-800-632-4949 AVOID U11UTY DAMAGE 4O' 0 40'
_ ' i V" k UT=615.94 4i ~ Q r Q ord~r p SIGN ~ ~ ~ ~ R W a r r 1 0 ~O, 15 INV 0 p, Q ~"I o/o C ~ /
I r ~ G PROPOSED 700 t. F. 3 r rr t ~ x yr , ~t~~~r GRATE=618.1 ~ H0~'lZONTAL SCALE: 1" = 40'
0 ~ r ; r W 15" INV 0 615.94 ~ I rte ~,~21 ~ 36 WATER MAIN
b r ~ k SANDBAG INLET PROTECTION ~,'rr ~ _rr~or p ~ ~~y ~ ~ r 1 r~ r ^r ~r i ~ERMINUS `UNKNOWN , r PER CITY OF CHARLOTTE I ~ r r~ r ~ ~ 10 gyp, e
~ , , (TYp,) 1i ,p , r~ , TEMPORARY CONSTRUCTION , _ ~ ~ CHARLOTTE-MECKLENBURG
o ' ~ 4r r r 4 + 10 (TYP.) ~ ~ 138 tF SILT FENCE r ~ x 4 r , r~ r ENTRANCE (TYP.) r . f
~ rr ~ ~ 3 E.C. DETAIL 6.62 TYP. 49 ~ r r r o o r~ ~ o ( ) 4 r 6 ~ t ri 1.,C.,7" r ~ , ~C.,TTII~ITIE
rd . , ~ ~ rr NOW ~ FORMERLY v r~ r ' ~ PROPOSED WATER MAIN EE , ~ ENGINEERING DIVISION
~ THE CHARLOTTE-MECKLENBURG BOARD OF RIP-RAP r rt r r~ r BENCH TR o u An N ~ r ' r REA EASEMENT PROTECTION ~ ` , - ~ ED C 0 r r rM r ri ~ ~ ~ 1 ~ _ _ CHARLOTTE, NORTH CAROLINA
1ss-511-o3 o r u r ~ o (TYP.) TEMPORARY CONSTRUCTION
3 r 10759-328 k r r~ r rX , 1 J t N ¢I It J 9 ~ r , 13824 5TEELE CREEK RD. 4r o p r` r L ~ , EASEMENT (TCE) 539-07-174
I ~ r~ - _ ~ 5~ r 1 CONTRACTOR I 4$ ~ v r 's r i TO REPLACE Job No. File Na. PROPOSED WATER MAlN
~ o r fr9 ~ NOW OR FORMERLY Scales PLAN VIEW
N r' RLOTTE & 3401 LF SIDEWALK TA. 432+90 NOW OR fORMERIY r ~ < r PUBLIC LIBRARY OF CHA TOMMY W. MCALISTER AND t o ~ ~ MEGKLENBURG COUNTY PROPOSED 4 PLAN = 40' TO SERVE
RUBY H. MCALISTER ~ 199 511-01 PROFILE
~ ~aa-e»-na 1 ~ ' S~ ~ 12296-870 ~ _ A /D DC1 CA CC
5168-599 f 13620 STEELE CREEK RD. Pine Vert. 1 4' SUUI HWLS l
18-75 NOW OR FORMERLY VALVE ASSEMBLY 13608 STEELE CREEK RD. TO BE OPEN CUT 521 tf THE CHARLOTTE-MECKIENBURG BOARD OF r Vert. = TRANSMISSION
} EDUCATION SEE STD. DETAIL 9 & t SEE DETAIL 103
# 199-511-02 „ As Built Date MAIN (PHASE C)
DETAIL 9A 13702 STEELE CREEK RD. J 1 3/08 MLM REVISIONS PER CMU COMMENTS DEWBERRY ST SS Eyr Sheet Of
SS EE STD. PAVEMENT REPAIR r 10759-305 r _ i o ~ R R R
i R No. Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date 29 33
n: DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLE' ATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS

r
RIM 610. 6
r ~j 2 Q 8" INV UT 602.6 XIS ING E XIS ING EO 6 Z O
Q d ILE 185 2
E I STI G U CND IT ISTNG RAE LON
E ISTI G 1" POP SED PIP LIN
EL CO DUI
i
EXI TIN 1" O
SP ALT
•L„ ~ DR E C U J B# 79 04- 90 fi/
~ ~ ~ APP 0 - -
- - - - G~tO R NG UN ER p 1
1. ~ ~ ~ I , AT 6 1 0 ~ ~ , _ lZ1D PP 0X1 . - - -61 0
A RP X. GA ~N ~ UTU E 8' SA . S r r ~ 16' D.t 2_ 1_ ~ ~ C U JQQB# 79- 4- 0 r ~ ~ C 9
~ ~ AhPRO . L C I r _ ~ ~ r
~ ~ ~ ~ ~ r ~ ~ ~ ~ r r
~ 1 ~ r r~ r r
EL V. 1i0 . _ _ _ r
{ C ~ G _ r
i ~ ~ r u ~ r r
I~ \ i _ r
~ 6
S
600 ~ , ~ 600

_~QP!O5~_D 3~i I
W T R AlN
I
S 4 +5
SA. 3+) POOE
I " + A/ L EVLEAS rLY O E 6x 6x A 3 0
" DTIt 1
W AEVLEA PO SD3
FIENY~ N SEB BTE~FYVLE
590 DTIL 1 SEDTt 0 590
434+00 435+00 436+00 437+00 438+00 439+00 440+00 ~+00 441 +00
hEP EP .r~ ~i ~
CONTRACTOR TO REMOVE
AND REP ' qt LACE 201 LF ~
EX/STING ' '0 ~ \ ~t t5 RCP ~ ~ NOW OR FORMERLY Id EXISTING 8" SS W o. ~ \
W'EG GROUP INC yr ip CMU JOB# 272-04-595 ° ~ BOLLARDS iLLARDS \
201-231-07 4~ i~ i w m Gp ~G \ (TYP.) 8721-550/9730-950 pio Ij t N DRAIN 065CURED ~ A~ l~~ YP.) \
32-627 yyt~! 1~ r i I APPROX. LOCATION 'A ~ \ ~ ~ TRANSFORMER \ / \ (ON CONC. PAD) \
13735/13739 STEELE CREEK RD. yk ~ o~~ w o SANDBAG INLET PROTECTION F 6 ~9 ~ o / \ t ~ ~ ~ , ial t w PER C1TY OF CHAR OTTE DETAIL (TYP.) ~ ~ Q 9~ `o \ / / o , 0 ~ ~ \ BRICK BUILDING \\}d~
gt^ ~ ~ ~ SMH \
4' oi8o t ~d t~ ~ o ~ ~ \ \~FF ~ S - ' T t 9 ~ RIM-608.64 / R 5X5 VL !1 ~ t!~ ~ ^ ~ \ ~ \ \ . F9 ~ ~ / p 0 0\ /W ~ raW w ~ TEMPORARY CONSTRUCTION °o s ~ a" INV IN=601.44 ~ \ / O~0\
bt Q p ~ i rf \ ~ ~ N ~ F~ i~ 1„' "INV OUT=601.44 \ \ ~ z t ; t E TRANCE (TYP.) ~ ~ F ~ / , , Q,~c Q~G FFE=612.64
3 I t u4it~`0 i r t, 2~ a \ METAL\ / ~ ~ , Q ~,i , ~ ~ I NOW OR FORMERLY ~@.~ 8" ~ 'CONC. 8 \
t ^ t t ~ o WRI STEELE CREEK LLC ~ pb \ ~ / y 101 LF SILT FENCE yr t i~ N w am C / RAMP
4~ la ~ r ~ wN o ~ 201-231-15 S m, S \ H E.C. DETAIL 6.62 (TYP.) GU a ~ 0 18895-458 DENSE FOLIAGE i V~' 65~. H 0 GM FFE=612.62
EP >4; I ~ ~ 34-809 SO a ~ S © Id F g S GATE © r a ~ 12810 S. TRYON ST. ~ ~ o P`IO : ~ AP 0 GATE BpL, 0
t ~ g ~ PP BFV BOLLARDS 15„ GRAtE,
`1 t4 - U B~ a® ~B ,GRATE=613.27 SSMH INV 60 . SO ~ is ~
M 15' INV IN-610.85 CB ~`:~e RIM=608.91 j rt t F @~ r4 6 ~;B \ 1NV our, 6 PSTER \ / / t > 6 ~ ~d BRICK WALL \ /
Q) 15' INV OUT=610.72 GRATE=612.75 8" INV IN=600.161 ij I 'fit R ITH • ~ WiRE HEIGHT 18" INV IN=610.75 ` ~ _,8" INV OUT=600.m~, j EXISTING 16 WM ~ C VE _
G i ti t ASP LT F Q' EP 434 ELEV=634.3 15;; INV IN=610.72 ~ , STRUCTURAL STREAM BANK CMU JOB# 682-91-089 S - _ 0 18 INV OUT-610.66 t' Il t _ r'"~
F'`' R/W 2', ~``t+~_ STABILlZAT10N FILE# 379 001 4F W 6 S a t tt I - 20123 Rp 4
t~ _ T°- c& 4 _ GB ~ E C. DETAIL 6.73 TYP. ~ r I~ So S _ GRATE-611.93 > i, ( ~ 11 SM. t,' Jr C ' I IN=609.84 o r 1Q' G t Im F 18895. S~' 12810 34-8pg ~ Id Q
'W ~ ~ 018 NV ~t tt IU ~ - _ P ES 18 fNV OUT=609.75 .4 ~ , ; t}tt,a S ~ t9 ES o S. tRyp ~ ~ ©~a
- tt~ ~ 0 33 ~ t F - tr ~ 0 It t~ SSMH ~ S u ~ e°o ~Y , 9~
t h r"~ RIM=610.56 5 W C 0 - G ~ ~ S - t It 6 INV IN=603.06 G~`'-~_,~ o, a GRAFTE IP-612.5 RAFTE IP=612.55 ~©Qepsd~~pp~~e~~~
~ _t ~ 8" INV OUT=602.26 0 ~ v 30 IN 608.64 TERMI 45 LF SILT FENCE ~ - V ~ K WN e y ~~h OF t tt,- ` _ 0" IN _608.69 - R/W
UN NO 3~1 INV=608. 24 t E.C. DETAIL 6.62 /TYP. ~4 I o V T=608. e 1 $ G t tr t t ~ ~~y IM 30 IN OU 0" INV OUT=608.25
1~>r~ 410„ '"F~ a I _ t 1 ADWALL , Sr G y . a I~ Q 8 18.3%- , , e r r 34 F` - _ - _ _ _ _24" R_C_P _ _ G
R041~ ~t r r 3 " I V=6 6.04 C/~j7r - LP , I C r tr r i i ~ _ , ~ s6-21 p RO , , - E-~$xv O ~ EP Q
- I I ~ UB q0 ~ , ~ 2 -
'-~~E I i ~t 9 A E=612.35 ® ~ ~ ~AZR` a. . R - 1 t t1 NV IN 1~6 ~6 ~ p '-~r~,`-~_, p 0 _ WIRE NEIGH EADWA 4 0 ~ ~ ti
v rlt tp t 18" INV OU -609.9 ELEV=630.3 42".INV=6 6.61 3871 q/Q~ ~ - t a, + , t GU Do qS FS t ' t t is pH ~y ~ A
GH : , pr , 1 + OF qt T o ~"r~ ; t ~ ~ 45 LF SILT FENCE P ~ ~
~ ~ r r t It's fit" ~i ~ 39 , r , E.C. DETAIL 6.62 TYP. ~ PP WIRE HEIGHT ~ ~ w ~ CALI NC ONECALL ~ BEFORE YOU OIG
a~ BENC t t dio ~ rm bt ~A\ V=634.7 9~'OQ _ p11~ w r° SDMH ~t I p, Qt , GUY UF' ~ 3~~1\~ r^
N o RIM=617.71 r , ~ ~ ~ PROPOSED 700 L.F. I '~----o _ ~ 0 18" INV IN=612.13 t _ r g~ ° : t# 1 •i s, I I e HE ` ` ~~A.;\ \ ~ ~ STOP ,
12'; INV IN=612.35 t dF ~ wtk 21 36 WATER MAIN \ i i 44 ~ ` I 18' INV OUT=611.92 •tai`0 Q .trq tot , \ I ~ I I WIRE HEIG e ~'~QQ 1-Boo-s32-4s4s 40 0 40 80
ot, r r ~t ,or ~ ~ z = ~ zt ~ ~ ~ I ° ELEV 634.1 OHE ti,.WIRE HEIGHT U~'~~ Z~~ J W AYOID UTiLitt DAMAGE
I 0 Oi tr ~ 1N t t ROCK PIPE !N ~ ( I e PP WIRE HEIGHT BENCH r v p Q rB t r LET PROTECTION I ELEV=634.7 ~ ELEV=634.7 ~ ~ ~ ((,j NORI,?ONTAL SCALE: 1" = 40' 3 n EP
° ; t`~ t ~ E c. DE 5 I n ~ , , TAIL 6.55 (TYP.) , ~ $T,Q, 437+20 e ~r DI - t' t' qi t r ~ ~ I
o GRATE-622.26 L , pi t4 ; ~ TREE ° ' a PROPOSED 36" e 12" INV OUT=613.00 r t~ t t t ~ I I oNe ~ ®e
/ r ~ PROTECTION I I " r 3 • A; (r ; I I ~ BUTTERFLY VALVE e RAW ~ • CHARLOTTE-~IECKLENBURG
° , ~ , , (TYP) STA. 437+25 t A STA. 437+ 15
r, t~ t ~ C~ SE DETAIL 104 e N t t 51 I I ~I~ PROPOSED 4 ~ , t PROPOSED 36 x36 x6 TEE , UTIL~ITI~S
o , , ~ ~ I ~ PROPOSED WATER MAIN ~ NOW OR FORMERLY ~ i I c~ AIR RELEASE EAS t MAIN ~ ENGINEERI]~TG DIVISION
TO BE OPEN CUT 30f LF W 6 GATE VALVE AND ~ I 52 £MENT ~ PUBLIC LIBRARY OF CHARLOTTE i I £MENr ~
SEE STD. DETAIL 9 & & MECKLENBURG COUNTY i I NOW OR FORMERLY VALVE ASSEMBLY TEMPORAR # FIRE HYDRANT ASSEMBLY , , Y CONSTRUCTION rcrioN CHARLOTTE, NORTH CAROLINA
r SEE STD. PAVEMENT REPAIR 199-511-01 ' , I J&N CHARLOTTE SEE DETAIL 103 EASEMENT ~ 12296 670 I I I LLC199-551-14 (TCE) ~1, o SEE DETA L 105 , / DETAIL #9A 13¢ 0 STEELE CRE R0. t I I 17621-388 1 D TYP, (rc£) °
N w II ` ! ; t SDMH 47-303 10' {rYP. 53Job7No74 File No. PROPOSED WATER MAtN
_ , R,M=613.21, I I STEELE CREEK R0. 1D' ro' {rrP.) scGles PLAN VIEW
42" INV N=606.53 I I Y y 42" VNV 0 T=606.44 I I o PLAN t" = 40' To S£RVE
~ R II ~ PROFILE
~ I r^t >1
"V' SOUTHWEST
s U Vert. 1" = 4- TRANSMISSION
I v r^r''Z
As Built Date MAIN (PHASE C)
Lr) O 1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of DEWBERRY ST Ss EVT _
a: No. Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date 30 33
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- ION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

I PARKING
1 f0'
,
6 3 0 EXI TIN GR DE ALO G I i-
PRKIGLT 630 - I ~ -
I
JJ E ISTI G RAD A ONG i i POP SED PIP' LIN
I-
i
I ~ - --i EXISTING CURB
PH lT Z' _ SELECT BACKfitt MATERIAL PH LT AR ING LO I
i ~ ~ f ~i (NO MATERIAL LARGER THAN 2")
i _ EXI TIN G ADE Al NG I / - _ _ T ~ i ~ I ,
EISTI G O_P - - - AS A E ISTI IM TE EP
I D VE i C 'U J B# 82 91- m - 'U ~ ~B# 82 91 089 FIL # 3 9_ 01 _ PROPOSED o' o _ 16" WATER MAIN t J CRUSHED Sl'ONE X67- 1/6 PIPE
~ - - - i ~N
R Q~ ~ , ~ E ISTI G 1 6 2 0 IVE IVI= `PP i r o E IsT~ c AT R S RVI E (BY OTHERS) ° a~ ~ ° O.D. BELOW PIPE (MIN 6")
I-_ _ P ~ ~ 2 ~ AND UP TD PIPE MIDPOINT
~ i i i 'v s ~
I i ~ / ~ C U OBE 100-06~ 5 ~ ~
~ PROPOSED
~ EXI TIN 30' RqP - INV EL V. 61 .16 ~ E ISTI 1 P 36" WATER MAiN
II .EEV.= 1.7
8
PARALLEL P/PES JN TRENCH
I S _J (STA 444+65.76 TO STA 448+63.,7)
J ; - ~ ~ - N.T.S.
C ~ i . 610 ~ ~ ~ I I ~PD~'DE 6 610
,YP; , ~ ~ 'I _ ! i
I ~ ~ -r - - -
I I ' I - ;
T. 4 3 1 . 7
- °
~ R E 25 I
SI A~ 4 +5 ,.9' E T A N D J 1 T B N
' POPSD2.2.
I
' f
600 600
441 +00 442+00 443+00 444+00 445+00 446+00 447+0( X47+00 448+00
EP EP
/ I ~a ~ ~ R/W EP
~ 2" HARDWOODS } ~ ~ ~ ~ ,~~G 9a, EP s
~ °ytt v { ~N i ~1.~ NOW OR FORMERLY P ~ ~ ,'o' R 1.15 ~ ~ t\t~~ WRI STEELS CREEK LLC :°%'Cg F,O~o;f'~,p~P BRICK ~ ' R/W EP
.69 ~ tt~y q !Z • ~+i~`~ Z 201-231-12 ~ GRATE=616.65 E~;'%%" ~ Q
it~':f ° ~ P1 ~a~n~ 18895-458 . ' ~1f~a 18" INV IN=612.99 ~L~~i°,:'~'F-~' 'A° ~ et a t o ~e~~ 33-71 0,~ ~ 18" INV OUT=612.83 00~~~„%'O~p ~y~ EP
quo Zr J G r p ® 4°, t~~ „•.~>AZ ~ 12830 S. TRYON ST. 'l ld x Nth ~ 6 HOLLY ~ ~ ~ ' o tiF
at ~ 0`as~` r WIRE HEIGHT '1~ RLY ?t ~ '~~~F\ , ~ ELEV=646.3 ~ GATE=620.74
LLC qi v ~a ~ ~ ~ 6 ~ .c .aq 9 ~ ~ ~ 18" INV OUT=617.04 qi 0\~ C~. \ G 4 P ~F R/W
I \1 - , i' ~ 1\ ,iii a RG r'/
g ASPHALT DRIVE .a., 1~ I ~ O 7 ~ ~ ~ r - CB A G o DI ST. ~ I _ ~ ~ ~ ~ r
I GRATE-614.60/(~ ~ ~c %'ct GRATE=619.80 1 1 ' y~~ r = P ~ _ ~ 18" INV IN 611.61 ~ ~ t , " ~ ~ 18;; INV IN-615.83 o SIGN ('j 24 INV OUT=610.7 p~ 12 INV IN=616.14
t t` 18" INV OUT=615.75 _ _ e APPROXIMATE ~ ~
Ai , y ~P WATERLINE PER G I Q~ ~ I R R R CMU JOB 100-06-057 T ~
~E ~ 8 5 , E t1 ~ - S ` w ~ ' NOW OR FORMERLY
'CONTRACTOR SHALL REPLACE x ~o~ TEMPORARY CONSTRUCTION CK STEELS CREEK LlC NOW OR FORMERLY
~,~.-o,,.%~ 2 t LF SIDEWALK ~ STA. 442+58.97 \~n~ 201-231-17 I CROSLAND LLC AND Gc6 c~ EASEMENT (TCE) EP C& GRATE=613.36 GRATE=619.72 °/y~~ ALONG RIGHT-OF WAY 10119-531 I ALTA ENTERPRISES INC
24 INV IN=610.19 54" INV IN=611.07 PROPOSED 22..5. 33-71 201-231-OS ~ 24" INV OUT=609.89 54" INV OUT=611.04 YORK RD. 21741-200
o RESTRAINEQ- SIG~N~~18' INV=620.37 IGN S. TRYON ST.
+ TO BE OPEN CUT 211 LF AND 251 LF JOINT ,SEND r- SEE STD. DETAIL ~'9 &
d' O SEE STD. PAVEMENT REPAIR DETAtt ~9 W ~~sa~edej w O
~ W F W W ~ ,
ExISTINC 1s" wM f.- 20 PROPOSED Q 1- ~ OlD STEELS CREEL CMU JOBS 682-91-089 RELOCATE 16" WM ZE CREEK ROAD o+o ~ B~®®
1- W FILE 379-001 ~ ~ WATER MAIN EASEMENT ~ # p' \ \ (BY OTHERS) R W VARIE. ~W VARIES ~ ~ a ~ ~ sE . ~ y
W CONTRACTOR SHALL REPLACE ~ PROPOSED WIRE HEI HT ~ \ RATE=618.72 APPROXIMA E FIBER ,OPTIC !(UGT-hltL OPTIC (UGT-hltlU vtKlr r~
_ 15f tF SIDEWALK ELEV-6 9.7 \ ~ 18 INV IN=614.55 WAT MAIN EASEMENT W 2t~ r , RE HEIGHT _ \ - - U~ OF Q F` ~
END CURB ~ t t ELEV=647.0 .18" OUT-614.76 OF \ Z r ~ U~ 'MRS HEIGHT WV WIRE HE 4 ~ - OF o WIRE HEIGHT ' ELEV=63 4 f~H~FIGHj WM 447-1-Qt7 ELEV=6~ EP - e I S1 ELEV=639.6 PP ggP EL = 44. P ELEV 644 6 W ®o. NG6N~~g~~®~
.J - 1Q,~6 Uyt ® 42f~~ t W PP 444+ 4 + + o L
Z 30" V=610.2 t-- - GRATE=1S 9.71 r~ ~ ~ ~
V ~ P SIGN - _-.~~,,o=~~~~_ 18" INV R/w Z W
RIW HEA WIRE H GH 'Cpl ~~a 3Q,,. ELEV=6 8~, 4 R q,\ t wV / r 5, tq \ y\ J W
~ ' Cp\~ ~ ~ Sa-'' to 0 ~ - - - ~ - - - U ~
- - n t t t P 18".STD.C&~ - - az - - r ~ _ -fig=~ ~~___=~1~-- t t i I_ t ~ • e - u t t t t , e Ii e e e e e e
I IA ~ \ N --s,- - I p = 11 i ~ It it t ~a , ~ SA~\ e ! _ - 154 _R. DOUBLE DI t i e e_ Q
34" INV=610.3 ' t t t to t' Jtq~x gFV ~~RC,o`t _ --~i"- 4~RCP_ ~ 5 I 0 I ! , eta ~ tg I _-_5____ GRATE=623.06 , \
48" INV=610.32 t t ~t t Q t MN S i ~ 15" RCP DI _ ~ GRATE=623.05 12 (TYP: I---' , tN i , ? ~ t ~ i ~ t pF i - DI ,I it ~ GRATE-623.36 1 D (TYP.) 54" INV 0 T 611 96 s
~ ~ t dt t O io 1 GRATE~1623.36 19 54' INV IN 611.86 ~ U 1 TYP. ~ di ~ t 15" INV IN=619.10 t t I F t r ~ n - 1 10 TYP.1 1t m t ~ ~ 54" It~ IN-611.16 0 (
~ ~ t , Bt Qla I~ I „ I 54 INy QUI=~L,84 ASPHALT PARKING AREA ~ 18° INt~ IN=614,62 Imo •~,..,.P - \ =r.--\ I ~ W 11 r la i V Q I q t = 14.52 19 I r 1 ~ t t ° ~ t t ~ ° ! w ~ Z q t 18' INgY IN 6 I t~ t ~ t 0 s ~ I`~~ CALL NC ONECALL
1 Z ~ a `~m~ r 3 NOW OR FORMERLY I ~ ~ to alt otaa t I A , ~ ~ I 54" h~~ OUT=611.62 I \ m°- = ~i - - - a ~ I 19 I ~tl 1 I o '~I" 1'-6" ED AN - - - ~ - BEFORE YGU DIG
~ J&N CHARLOTTE LL ~ t~ vl I ~ q 1 ~ i i m I 11 Iw CB = LP L C&G TYP L ~ I AT 8 ~ ~.J t I~ GR E 623.3 ~ N 199-551-14 ~ 1 t l to I I I wi I
a IRE HEIGHT ! I (~I I 'got, IE+,! Q ig i ~i~ a ~u I 15" INV OUT=619.38 = 17621-3$8 ELEV=646.0 ~ I ,us, l 1 .t Ii 1 ~ ~ I 1 ~i ~ 3 ~ I9 I STO P
a. 47-303 1 I I, r t 't1~ 1 h. I ~ I as ~ w u I I ~ 11 I t ~ EI ~ V ~i I ~ STEELS CREEK RD ~ ~ I t t~ Iw t I p I I o ~ o p I 1-800-632-4949 AVOID UTiU1Y DAMAGE 4O' O 4O~ SO'
3 1 t1 tr , ~ I1 , ' cur ~ ~Ip I TO 8E OPEN CUT 401 LF I9 Ir IN ~ 36 WATER MAIN
(r' t I I, , Qtr I t AI• J i I SEE STD. DETAIL #9 & a P LIC DRAINAGE ASEMENT I ~ I ~ I9 ~ Q t1 t I 'A`~~ a c0io s $EE STD, PAVEMENT REPAIR HORI~'ONTAL SCALE: 1" = 40'
~ PER Mb. 4 Pg. 964 j t ! t t 1 t RE NEIGH 'I I a .I 11 1 PROPOSED WATER MAIN r. , cs t, o sr I DETAIL ,~9A :R MAIN
CB I t ~ ~\II GRATE=619_65 t, r LEV=650. tl a I EASEMENT SEMENT
° GRA =619.65 t t ~ 54 INV IN-610.071 t t ~ , ~ 48" NV IN=612.75 t t t 54" INV IN=611.941 t t I CB TEMPORARY CONSTRUCTION• \ \54" INV OUT=614.08 t I CB II I GRATE C~ LIP=624.60 NSTRUCTION ® CHARL®TTE-~~IECKLENBURG
0 48" NV IN=612.63 t t i ~ ~ t1 t t GRATE @LIP=624,06 ~i 118" INV OUT=620.35 EASEMENT (TCE) ~ 48" INV OUT=611.25 tt t f PUBLIC DRAT AGEtt CASEMENT 18" INV IN=619.99 'MENT (TCE)
54" INV OUT=612.61 t 1 ~v PER b. 8 P .964 18" INV OUT=619.84 t t, ~ , 9 SANDBAG INLET PROTECTION Z.TTILITIE~
~ SOMH , PER CITY OF CHARLOTTE STA. 443+ 18.87 ® ENGINEERING DIVISION
RIM=625.68 ~ DETAIt /TYP. 3 I ~ 1 "INV IN-619.31 ° t )
N _ PROPOSED 22.5 54 I I 53 \ \ 18 INV OUT-616.23 CHARLOTTE, Nt~RTH CAROLINA
RESTRAINED JOINT BEND 397 LF SILT FENCE NOW OR FORMERLY a NOW OR FORMERLY ` i E.C. DETAIL 6.62 TYP. KFl-CVK ~1 LIMITED PARTNERSHIP AND CROSLAND INC 74SLAND INC 539-07-174
i CHARTER PROPERTIES INC. I ( ) v 199-551-09 I 199-551-15 \\\\48" INV=613.97 HARDWARE CLOTH AND GRAVEL Job No. File No. PROPG~SED WATER MAIN
- I 20878 260 7928-316 Scales PLAN VIEW
~ 48-964 INLET PROTECTION 13000 S.TRYON ST. ~ 13200 S.TRYON ST. ~ ~ E.C. DETAIL 6.51 (TYP.) PLAN 1" = 40' TD SERVE
PROFILE
ROCK PIPE INLET PROTECTION _ A~~
i 0 E.C. DETAIL 6.55 (TYP.)
U Vnur. ert. . - 4v SOUTHWEST TRANSMISSION
I I
R ~r R/W R/W N As Built Date MAIN (PHASE C)
a i 1 3/08 ME_M REVISIONS PER CMU COMMENTS Sheet Of DEWBERRY ST ss EvT _
n: 33 No. Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date 31
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-I ON BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

~ i `
I i
_ OUTH T YON ST SOUTH TRYON T.
,
_ _ ~ -
I
1 ~ i I 1 ~
~ ~ - - TA. 451 +68.76
3 " X 16" X 16" SEE PRO OS
~---a-v ~ Tl PR PD ED PR POSED 1PELINE
~ I » f I 36 WAT R AIN TD
I ~ ~ E X1ST NG 6 IP AT M , IN
f n = 6d N 630.
,7j ! 16' DIP WM M
CM JOB# 6 7-70- 40 6 7-70- 40
© j I f ~ I FIL 378- 04 ltl ~ EXIS NG 6" AS - 04
~1v._.__ ' ~ ' i
Q~ , ~ ' ~ I
I I ©~`w , ~
i E ~ISTING G ADE A SONG 'i { I
W 1 ~ EXIS LNG 15° RCP i I ~ ~ ARKING LOT ~ ~ ~Q, , INV. LEV. = 629.09 ; ! i I I
~ ''I ~ ~ ~
fey, i''/
'Q ~ t` ~ ~ 1 ;p ~ _ ~ -
i
~ ~ ~ ' ASPHA T ~ I ~
ARKING LOT ~ _ ~ ~ ~ , i ~ SE
PRO 0 P , 1~ , , '~OSE
E 15 .15 ' 15'
E - - ->V - ~_-~i _ _ _ ~ , REC IVIN 'C IVIN
- - ~ ~ , iM TE DEP H) i ' I ' PIT _ TER MAIN (A PROX T
WA p i ~ i ' G 6 D.LP ( 001 I iS N ) 82-91 089 F7 ~E# 379 . - - j---- JOB 6
j i ~ , I _ -
_ - , _ - - SA. 51+ 6.1 + 6.1
j --I- _ I i i ~ F ~------6-------r- 'I - PROPD ED 36 36"
6 M, IN COVER (TYP, ~ ! I OPO ED 32 F
I B TTE FLY VAL E I't - -I~ ' YVALE
~ - ~ I SEDTAI 10 i ~ G TO E B RED I 10
( I i n 620
_ 'I _ _ ~ _ ' _ _ ( . ~.0 ~ ~ 2 ~ , ,
i E L ~ I I I ; ~
~ i I.. i
~ I._.__ _ ~ - i 'i i
I ( ~ ~ ! i i i k I i'
I _ _ _ wa~w ~
~ ~ ~I I ~
- - k ~ ~e__._ I ~ ~ _...I
I I I ` ~ P OPO ED
E- ~ , I
~ _..___t__ RfW
~ B RE IT NOW OR FORMERLY
' r ' TA. 449 94.70 WILL REYNOLDS JANE LEE ET AL
~ RO OSE 90 ~ WAT R MAIN a 219-061-05 881-130 V
PROPOSE 4a ES A1N D !NT BE ~D 1 , ~ _ O S.TRYON ST.
I Tp,SS V
' ~ ~ - - I ' i ~~C~T 'H F
M I I I EP ~ W
SIGN \
`!I i S~ PROPOSED 15 x 15' \o w ;
RECEI VJNG PIT tiF
1 61 0 ~ . \ ~ R/W \
1 ~ 4 5 2 + 0 0 ~ WIRE HEIGH 60 LF SILT FENCE
451 +00 452+C 49+00 450+00 448+ao 4 \ ~LEV=653.6 E.C. DETAIL 6.62
EP EP EP ~ ~
OLD STEELS CREEK ROAD p 4 ~i; EXISTING 16" WM \ 99t`outu///rdy® ~.~i/ CMU JOB# 677-70-240 ~ ®o`° ~C~ r
WIRE HEIGHT ~ STA 448+98. ~D 6 , Q., ELEV=656.4 o y i, ~y i~ FILE# 378-004 ~ / p ~~~p
- PROPOSED 45 ~
RELOCATE 16" WM A DESTRA~NED (BY OTHERS) TEMPORARY f[ ® ~
`~~UF OF a i~ A TRUCTION ~ o, OINT BEND . CONS ~ a ~ m / \ ~
EASEMENT TCE ~ , TEMPORARY % \~o STA 451 +68.76 ~~e~~~ 0
WIRE HEIGHT ~ ELEV=648.0 \ ~ . CONSTRUCT! ~ ALONG R/W \ GI~~®~®® ~ \ ~ / / / \ ~ PROPOSED G~~~®®
PROPOSED \ \
- . WATER MAIN EASEMENT ~ \ ; ~ \ R/W - - - - - \ CB(offset) p `36"X16"X16" TEE ®°°°®~~tl~k6°®99b® \0
i GRATE=632.40 TES 632.40 GV 1~ / / / / STA 451 +66.11
448fOp cur p~ ~ INV IN=628.02 ~ ~ ~ f 0 TYP. ~ ~ \ 15 ~ ~ ~ ~ - INV IN=628.02 / /
~ W Q WIRE HEIGHT 15" INV IN-628.85 + i. _ N ELEV=657.8 ~~~\5" INV OUT=627.88 INV IN=628.85 ~ / / PROPOSED 36 INV OUT=627.88 / BUTTERFLY VALVE
~ ` " ° ~ O WIRE HEIGHT \ p y ELEV=661.9 ~
~ r' cur E \ d. \ ` se-23 / / / ~ SEE DElAJL 104
~ ' \ \ ~ WIRE ~ ~ ' JO (TYP' \ ` ELEV= ~ WIRE HEIGHT X / \ ~
I-' PP ~ ~ ~ ELEV=651.8 / ~ \ ~ t _
F" W J2' TYP. ~ ~ TEMPORARY \ W EP - ® ~ \ \ OF / / PROPOSED a.\~ CALL NC ONECALI ~r-~~,~ / / ~ f) BEFORE YOU OIG
~ CONSTRUCTION ~ , _ 1( \ \ o\\ E / / ~ 132 LFt 54 s~\~
W - JO a EASEMENT (TCE) ~ U1 I I \ / ~ ~ \ STEEL CASING °c~\o S T 0 P
z ~ TYP.) / ~ \ \ 1-800-632-4949
° \ \ ~ ~ ~ \ AVOID U71LI7Y DAMAGE 20' 0 20' 40'
_ i TYP. -
w ~ - - _ 18 STD C&G ~ ` ~ SB- ~ r ~ DOUBLE CB JD (TYP.) JZ7' ~ / ONE EP N0~'IZONTAL SCALE; 1" = 20'
z GRATE ®GUTTER=623.27 ~ Q GRATE @GUTTER=623.24 38 LF S/LT FENCE ~ ~ 1
24° INV OUT=619.64 J N o ` 2 ~ E.C. DETAIL 6.62 TYP. t I \ i
y vv
SAN08AG INLET PROTECTION i ` ` ' PER CITY OF CHARLOTTE ti, _ _ _ _ _ ' ~ . CHARLOTTE-MECKLENBURG 90 LF SILT FENC ~\\~p
o Ep - DETAIL (TYP.) TO BE OPEN CUT 861 LF ~r 1 E. c. DETAIL 6.62 L\\\y ~p ~ U T I I~ I T I E~
~ \ SEE STD. DETAIL 9 & II o ~ # ~ 11 . \ (TYP.) . 9~;~\r.. "~~°T~ ENGINEERING DIVISION
~ ~ 1~~ MENF REPAIR ~V ~ v ~ t ~ SEE STD. PAVE \ ` _ _ ~
° EP ~ = _ = = DETAIL ~9A ~ - = - - - ~ 1 ° ME N \ s\`~~' ~F°~ CHARLOTTE, NORTH CAROLINA
3 C P) ~ N
t-Ps PROPOSED WATER MAIN 54 MENT ~ ~ WIRE HEIGHT \STO ~ 539-07-174 \ LEV=665.5 \P o~ c~_ ; ' PROPOSED Job No. Flee No. PROPOSED WATER MAIN
EASE
i NOW OR FORMERLY ~ N KFl-CVK #1 UNITED PARTNERSHIP AND CROSLAND INC ~ PROPOSED 20 x40 382.48E L.F. : EP Scales PLAN VIEW
199-551-09 TEMPO ~s2e-s,s STA 449+94.70 ~ ~ BORE PIT 36" WATER MAIN PEAN t" = 20' TO SERVE TEMPORARY ~ .
nnucreunr~n~i.\\ ~ _ . ~5~ PROFILE.. .n
13000 S.TRYON 51. {rVltlJlRVlr l1Vli \ \ SSMH / Hor. SOUTHWEST ,
PROPOSED 90e II EASEM EASEMENT (TCE) \ RIM=634.78 Vert. 1" = 2' \ 8" INV CL=618.94„ \ TRANSMISSION
RESTRAINED JOINT BEND ASPHALT PARKING Al HALT PARKING AREA \ Gr 0~.~~ \ .
EP EP EP R/W EP EP As Built Date MAIN (PHASE C)
1 3/08 MLM REVISIONS PER CMU COMMENTS DEWBERRY BHR BLF MLM Sheet Of
L w
0 No. Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date .32 .3.3
a ATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLE' THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED

T y
o CPOSS-SeCfilOtt 12 min, of NCbOT #5 mirr___ ~i or #57 washed stone
L =The distance such that oints r Y: ' - p 4. } 1 1.5 min, , {I... - A and. B are of equal elevation b~ ~J- - ~ r i_5_mn--------- l
s 3600cuftlacre r"~=~~-~~ 5 Riprap + (~r~ ~ ~1 V 5'
ti.~s. ~4~.~~ 9 A ~?T Headwai)~ ~ A B _ , ' ~ ~ max
NOTES:
e + . ~ ~ a 11• ~ ~ , . ` m~ 0 1. GRAVEL PAD TO BE 12'x 50' AND 6" THICK MINIMUM ~ 2. TURNING RADIUS SUFFCENT i0
,,off ~ - _ _ T.;~ r ' x., poP~ ACCOMMODATE LARGE TRUCKS IS TO 8E
Irk ,r ` I ~ N~ , ; m~ „ filter a- ~ ~ 'ti. ! ° fabric N x Y. ,r- 5 - ~ ~ t'~f_ s ~ ° I _ _ - - ~0~~ PROVDED. - 3. ENTRANCE{S) SHOULD 8E LOCATED TO
1 y j,~, ~ - ~ ~ , ~ Flgure6.83a Space check dams in a cban~lso that he nest of d6wnstream dam is at elevatiorrof the toe otupstream dam. Sp• PROVIDE FOR MAXIMUM UTNTY BY ALL ~iN CONSTRUCTION VEHICLES.
Class B Riprap ',P , ~ Pipe Invert, 36'
~ ; ~ pipe Max ti , 4. MUST 8E MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
~~r ~ , Flow ~ 1,5 mm; N DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE
FLOW : 9"thin Design settled 2~^ Ch±erfill6 fi ° top , n,~n. settiettient Overfill 6"for ~ WILL BE NECESSARY; KEEP SOME HANDY. 5ettiement s' MIN ~~,OS
',t,,k~ ~ `?l~ - _ _ _ , a, b - ' " Plan View . PS 5. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP
~ u ~ ~ 1 ~ w , ':'.i Yr ~ r 0~ IMMEDIATELY.
.P , 1~ I o Emergenry by- ,ti~~~~~ pp55 6" below COARSE AGGREGATE
fill i~ ~ settled top of 2-s• dam
. . a ~
~ 4.,~{ w~ ,:r ~ Natural N01ES: APPLICABLE AT ALL POINTS DF INGRESS & EGRESS UNT1L SITE IS
Filter Cloth ground ground STABILIZED, FREQUENT CHECKS OF THE DEVICE AND TIMELY TEMPORARY CONSTRUCTION ENTRANCE/EXIT
lter 3 abric thin. Plan View MAINTENANCE MUST BE PROVIDED. NOT TO SCALE
~r
12" of NCOOT'#5 or #57 Figure 6.60a Plan view and cross-section view of a temporary sediment trap,:
~ washed stone 1.5' o . , "

TEMPORARY SEDIMENT TRAP Class B Ri ra
p p V:rr NOT TO SCALE ~ ; 2' tnax. at
, ~ ~ , .1, ~ T center
Natural Ground `1 Filter Cloth ,fir'"
Ri ra Headwall, i' min ~ -+i:~ ' h i h p h_ ~ ~ ~ t' _
i' 3 e g t from roads oulder ~r / , , .
Flo .1 ~ ~ x,- W i~.Z.
P' y 4'to 6' ~
- ~ ~Ipe 2nvert , , _ Cross-Section Uiew WOOD MAT CLASS B STONE
1,5' Lp(DETERMINED BY ACTUAL F1ELD CONDITIONS)
figure 6,83b Stone check dam stone should be placed over the. channel banks to keep water from cutting atound the
TEMPORARY ROCK CHECK DAM ~ _ _ £ - T
Pi ure 6.55a Rock i e inlet rotection Ian view and cross-section view NOT TO SCALE g PP P p DAM ELEV. 1~ J1 s<r.:-:..,...........,...........<..,.~ >F-~,.... 2 2 2' 2' KEY~JAY
FLTER FABRIC
PIPE INLET PROTECTION TYPE it GEOTEXIILE SEPARATOR FLOW SECTION CLASS 'A' STONE
NOT TO SCALE NOTES NAT S; GRADE ELEV.
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BDOK. 19-guage hardware cloth 2. FILTER TYPES SHALL BE APPROVED BY THE CITY IN~'ECiOR PRIOR GRASS LINED CHANNEL (PERMANENT) STRAW W/ NETTING i. CONSTRUCT STREAM CROSSING WIZEN FLOW IS LOW. NC DOT N0.57
TO INSTALLADON. STRAW W/ NETTING {TEMPORARY) max f 4 mesh openings) ' 3. FLIER BAGS MAY BE REMOVED WHEN SITE IS STABIU2ED AT s 2. HAVE ALL NECESSARY MATERIALS AND EQUIPMENT ON-SITE BEFORE WORK BEGINS. STONE (1' THIl;K) 3. MINIMIZE CLEARING AND EXCAVATION OF STREAM BANKS. DO NOT EXCAVATE CHANNEL
' THE DIREC110N OF THE ENGINEER. ' 4. FlL1ER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE. ~ j ~ N / ~ ~\j BOTTOM. 4. LINE STREAM BANK AND ACCESS RAMP AREA WITH NON-WOVEN FILTER FABRIC.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR 1 ~ \ I HOOD BASIS (NOT DE MORE THAN HALF FULL AT ANY 11ME). 3 3 S. INSTALL STREAM CROSSING AT RIGHT ANGLE TO THE FLOW 6.1RANSPLANT SOD FROM ORIGINAL STREAM BANK ONTO SIDE SLOPES FOR LATER USE. ~ 5'_{ -
i~ 6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR NCDOT 1 3 SATE ROADS. TYPE 1 7. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER Il I ~2, EXISTING CHANNEL. NC DOT N0.57
NCbOT #5 ar #57 2' DITCH EROSION 8. STABILIZE AN ACCESS RAMP OF CLASS 8 STONE TO THE EDGE OF THE MUD MAT. STONE (1' THICK)
washed stone GRATE GRASS LINED CHANNEL (PERMANENT) RETENTION BLANKET _ DITCH EROSION RETENTION BLANKET (TEMPORARY) 9. THE W000 MAT SHALL BE OF SUFFICIENT ~ZE AND WIDTH TO SUPPORT THE LARGEST ~(p 2 TSTS ENE A VEHICLE CROSSING 1HE CHANNEL. t~ 11
a ~e~ - ' ' ~ ~ Y`K•' ~y,~ ~ ~ '"T° EXPANSION 1" REBAR FOR BAG < t ~ ~ ` ~ " •'~Pb•t 2~ REMOVAL FROM INLET ~:A t~ ;w~,« w~ a ~we~. 2~`~°;~r" 1 16 RESTRAINT 10. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE ACCORDING TO ao EQUIPMENT UTILIZED, RECOMMENDED AT 5:1 SLOPE.
CLASS 'A' STONE 5'Wz2'D KEYWAY LA 2' LS+B'
~ . ~ FLIER BAG DEFLECTOR 1 / 1 2, DUMP LOOPS 3 3
„ TYPE 2 UI i ANCHOR BRIDGE TO A TREE OR OTHER PERMANENT OBJECT WITH SUFFCIENT STRENGTH TYPE II GEOTEXTIIE U (USING STEEL CHAIN OR CABLE) SEPARATOR
op
~ CATCH BASIN ~ 3 3 ; 0 STABILIZED APPROACH
filtered ' i, ~ ~ 1 1 i~~; NCDOT#5 or #57 water, ` N SWALE
washed stone OUTLET ;mod P=i
CLASS A STONE LINING SECTION INSTALLATION ,z" (MIN) FLO r, STABIUZED APPROACH COFFER OAM DETAIL (FIGURE 2)
i r I + NOT TO SCALE TYPE II GEOTEXTILE ~ NOT TO SCALE
:~0~tt~'I~ • TYPE 3 SEPARATOR fir,, ~ crrr of cifARi,orr~ CATCH BASIN INLET PROTECTION SWALE
, G _ tANIT DPsVELOPidENT STANDARDS TYPICAL DITCH DETAIL st:,•:.~,n.. ~ ~+.:.:r,~ t~:. ar+mprn: TH~ramTS ceaeLOtTe aN
30,15 NOT TO SCALE
Figure s.fi1a Hardware cloth and gravel inlet protection ABUTMENT ~ ~ ~ ~ ~ Stream Channel o -
DROP INLET PROTECTION
NOT TO SCALE 1 4 Q ~ ABUTMENT 5' max bank ~ ~w ~ ~ height Surface Flow
~ 1. SURFACE FLOW OF TRAVEL WAY TO BE DIVERTED ; / Diversions
AWAY FROM SIREAM. ~ t4U/(/1~1~~~ III i
B' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE CONSTRUCTION ROAD STABILIZATION 2. DURING PLACEMENT/INSTALLATION/REMOVAL, ,J I „,4 KEEP MATERIAL AND VEHICLES OUi OF STREAM. y~
6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE ~,-STEEL POST
3. KEEP MAT SURFACE FREE OF SOIL & DEBRIS. IF ° ~`'.~~~~iol. ACCUMULATION OCCURS, IT SHALL NOT BE DISCARDED
~ FILTER FABRIC z i'' ~ ~ BACKFILL TRENCH & INTO STREAM. t~'"' 1 u
~ COMPACT THOROUGHLY TEMPORARY LOGGING MATS DETAIL (FIGURE 1) ~
WOVEN FILTER FABRIC ~ N m QQ' 0 ro ~ 010 3'-0" NOT TO SCALE i Stone approach section
t BACKRLL TOP OF BANK SECTION 5:1 max, slo{~e on road Sf" e over
-il - - - - - - - - OF MATTING WITH MIN 6" TOPSOIL otextiie
1= l~ l I I I11I II I I I I-11111 I=111 I r11 1 1 1 1 1~ I I I~ I I- I~ roP of BANK - ~i I I H I -11 III I~ I ~I I ICI 11111=1111 I~ I I I- 1= I I~ I- I~ I I I- I :fabric
o MATCH EXISTING SLOPE ~ _I I C I I I I1=11111I~ I I~ -I I IT_I=1I I I I~ I I ~11~ I I I I 11=1 I~ I iv I~~~~r _ ~Illll~l~l ~ ~I-1~li I I =III-~ I - ( ~~I r ANCHOR SKIRT 4" X 8" MINIMUM - - -
I 1-111111=1i1~ l- li~~l I~I~li11 I -1~1, ~ HERBACEOUS _ - n =t 11=1 i I ~ I I- ~ - 4" PLANTS -I I
iii (SWITCH GRASS) - - Surface Flow
GENERAL NOTES: 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN 'MDTH AND SEED AND MULCH VdTN Diversion Origins
SHALL HAVE A MINIMUM OF 6 UNE WIRES WITH 12" STAY SPACING. WOVEN COIR NET DVERLAY _ I (400 WEAVE) -I Str qk ~N~Mwwrn
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAN FOR A PERIOD OF MORE THAN 30 DAYS. INSTALL ANCHORS TEMI TEMPORARY STREAM IMPACT GENERAL NOTES: P ~ z~'~i f(I ~ 1 ~ 11 ~f
3. STEEL POSTS SHALL BE 5'-0"IN HEIGHT AND BE OF THE 1/2 DEPTH OF IN ACCORDANCE WITH MANUFACTURES 11
SELF-FASTENER ANGLE STEEL TYPE. OF CREEK BANK ~EaFlcanoNS 1. D 5. WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT FENCE STEEL POST COFI 1. DURING PIPE INSTALLATION, DIVERT STREAM FLOWS AROUND CONSTRUCTION AREA USING A ~ ~
IS USED ADJACENT TO A CHANNEL, CREEK OR POND. COFFER DAM (FIGURE 2) AND PUMP. 2. ONCE PIPE INSTALLATION IS COMPLETE, IMMEDIATELY REINFORCE DISTURBED AREAS OF
6. TURN SILT FENCE UP SLOPE AT ENDS. oti FILTER FABRIC CREEK SIRE STREAM CHANNEL WITH GEOTEXTILE FABRIC COVERED BY STONE (FIGURE 6.70a). NOTE: USE OF Glenn Stone Geotextile
z w BED , FIGU ~ ~ #5 OR #57 WASHED STONE ~ 3. If FIGURE 6.70a IS TO ILLUSTRATE INSTALLATION OF RIP-RAP ONLY. Fabric
MAINTENANCE NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FlNANCIALLY ~ m oQ6 _ _ _ + NEC 3. IF THE CONTRACTOR DETERMINES THAT AN ACTUAL TEMPORARY AERIAL STREAM CROSSING IS NECESSARY, LOGGING MATS SHALL BE INSTALLED AS THE MEANS TO DO SO (FIGURE 1) figure B.l0a Awell constructed ford offers little obstruction to flow while safely handling heavy loading.
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH N ~ iv - RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ~ 4' MIN
ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. I THICKNESS -1-1 /2 TIMES DIAMETER
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF LARGEST STONE OR 2' MINIMUM OF THE EXPECTED USABLE LIFE AND THE BARRIER S11LL IS NECESSARY, THE STONE RIP-RAP FOR STONE SIZE SEE SPECIFICATIONS. TEMPORARY STREAM IMPACT
FABRIC SHALL BE REPIACED PROMPTLY 3' MIN NOT TO SCALE
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT FENCE SHOULD BE REPLACED. THEY MUST BE REMOVED WHEN DEPOSITS REACH
APPROX. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN ANCHOR SKIRT 4" X 12° MINIMUM PLACE Af1ER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM STREAMBANK STABILIZATION DETAIL
TO THE EXISTING GRADE, PREPARED AND SEEDED. -`I 4" NOT TO SCALE
CHARLOTTE-N[ECKLENBURG
SILT FENCE -CJTILI'~"I~~
CMUD STD. 30.06 -MODIFIED TO COMPLY WITH STATE STANDARDS ~s~~11r1r„`'' ENGINEERIN Ct DIVISION ~d®'~ GAR ,A a,®® ~
NOT TO SCALE ! ,fig CHARLOTTE, NC?RTH CAROLINA i~~ ~ ~ d~ J' l 7 A®~
e ~ a a I
~ m 539-07-174
<< ~o` ~ ~z® Job No. File No. ERO:>ION CONTROL
F"~Q ~ ~ ~e~~ Scales DE~'AILS
~ a~~l~~~®~ o ~ ~ PLAN TO SERVE '®d'~~.j ~ ~G~®®®a~
`8rrrrarabaa*,~a~ PROFILE
Hnr
Vert. UU l HWt Zi I TRANSMISSION
As Built Dote MAIN (PHASE C)
1 3/08 MLM REVISIONS PER CMU COMMENTS Sheet Of DEWBERRY 8HR BLF MLM 33 33
No. Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date - -