20071169 Ver 1_Site Plan_20070627

LEGEND t INDEX OF SHEET SHEET NQ. 1 COVER SNEET EFTS
SHEET
ASPHALT DRIVEWAY (PROFILE) SHEET N0. 2 STA. 0+00 T SHEET N0. 3 STA. 2+54 T SHEET N0. 4 STA. 11+50 3 U ~ ~ SHEET N0.5 STA. 21+00 SHEET N0. 6 DETAIL SHEET X00 TO 2+50
MIDGE 11~?rn F54 TO 11+50
BUILDING 4;~-~ +50 T4 21+00
CHECK DAN STD. 6.83 -~-?-Tn-' +00 TO 27+29
CHARLOTTE-MECKLENB UTILITIE S SHEET
CONCRETE DRIVEWAY (PROFlLE)
CURB & GUTTER = _ _ _ _ _ _
DITCH, CREEK OR BRAPICH
EDGE OF PAVEMENT NA
CHARLOTTE, NORTH CAROLIN ENGINEERING DIVI
EXISTING FIRE HYDRANT
EXISiMJG GAS IAAIN ~
EXISTING GAS SERIACE cs
EXISTING IRON PIN o
EpSTING~. SANITARY SEWER
EX~1NrG SANITARY SEWER MANHOLE
EXISTMJG ~ WATER MAIN w IN EXTENSION
E%IS71NG WATER OR SANITARY SEWER R/W - - - X005 ANNEXATION WATER 1 ZQPOSED WITI-HERS cove ~vA TO SEINE l~~I A I N APPLICA710N FOR PERMIT FOR WATER MAIN EXT PRQJECT NAI~AE: PR~~O ~m~S eQVE WA`!ER IriAIN TO SERVE STE CN1U PROJECT NO.: 7~~'~"125 ~ s7EELE CREEK NOR7H ANNEXATION
EIOSTING WATER SERVICE ~
EXISTING WATER VALVE °a
PROJECT DESCRIPTION: S ~C,C,REEK STING WATER MAINS NE R) 'T DESIGNED BY: FIRM: KIMIEY-F~iN AND ASSO(~ATES. INC. 4 WITHERS COVE WATER MAIN TO
FENCE (LABEL TYPE} TEAR THE NOP ON ROAD wr.Sr--BRIDGE
cns vuv~ ° P ~ GRAVEL DRIVEWAY (PROFILE) --~4~
GROUND (PROF1lE) ---r"'~-
ENGINEER: u~~e~~ "ZAK" 1i1CCLEJ„~,p~, PE
GUARD RAIL ADDRESS: 4651 CHAt~.Q?I~PARK DR~1l~~ ~11I.~ SITE 300
IdARSH CHARLOTTE. N. C. 26217
PHONE: [phone]
01~RHEAD ELECTPoC ~„E S T E PIERS
;ELE CREEK NORTH ANNEXA THIS APPLICATION IS MADE UNDER AND IN FULL ACCORD WITH THE PROVISI NOR?H CAROLINA GENERAL STATUTES. AND SUCH OTHER STATUTES AS REL CMUD HAS BEEN GRANTED AUTHORITY TO ISSUE PERMITS FpR EXTENSION Q NCAC 18C.1B01. THE APPLICANT AGREES THAT NO SIGNIF)CANT CHANGE OR ROVISIONS OF CHAPTER 130A-317 OF THE
S RELATED TO PUBLIC WATER SYSTEMS. 510N OF WATER MAINS PURSUANT TO 15A
POWER POLE N/GUY N1RE ~ 4(3E OR DEVIATION FROM THE PLANS AND
PROPERTY LINE - - - - e SPECIFICATIONS APPROVED BY CMUD WILL BE MADE WITHOUT THE WRITTEN CMUD OR ITS AU7HORIZEO REPRESENTATIVE. A PROFESSIONAL ENGINEER LI 4F NORTH CAROLINA SHALL SUBMIT A STATEMENT REFI.ECTW6 THAT ADEQU UPON COMPLETION OF CONSTRUCTIpN INDICATES THAT CONSTRUCTION WAS APPROVED PLANS AND SPECIFICATIONS. 'ITTEN CONSENT AND APPROVAL OF
IEER LICENSED TO PRACTICE IN THE STATE ADEQUATE OBSERVATIONS ?URING AND
PROPOSED AIR RELEASE VALVE 0 I WAS COMPLETED IN ACCORDANCE WITH
PROPOSED FlRE HYDRANT
PROPOSED ~ SANITARY SEWER PERMIT N0.
PGMnCFl1 CANITARY SFWFR YAAIHOI F ~
APPRQVED: DATE
PROPOSED ~ WAIER MAIN (MARKED EVERY 100') - ~I~
BARRY Q. SHEARIN, PE, rHIEF ENGINEER CHARLOTTE MECKLENBURG UTI1.ITtES
PROPOSED WATER DETER LOCAl10N P 5104 BROOKSHIRE BLVD.
PROPOSED WATER OR SANITARY SEWER R/W - - - CHARLOTTE, NORTIi CAROLINA 28216
PROPOSED WATER VANE NOTES:
RAILROAD ~-F- 7) PRIOR TO PERFORMING WORK IN A CITY OF CHARLOTTE MAINTA{NED ROAD RIGHT-OF-INAY
THE CONTRACTOR IS RESPONSIBLE FOR QBTAINING A RlGNT-OF-WAY USE PERlAIT AND
RIP -RAP NOTIFYING C.0.~.T. AT LEAST 48 HOURS IN ADVANCE OF WORK. CONTACT BOB STACEY, CHARLQTTf DEPARTMENT OF TRANSPORTATION BY FAX AT 7~4-336-aa00. THE FAx SHa~~ -
ROAD/STREET RIGHT-OF-WAY R/w INCLUDE TIME AND DATE OF CONSTRUCTION AND REFERENCE THE APPROPRIATE LANE CLOSURE KimleywHorn
DIAGRAM! FROM THE "WORK AREA TRAFFIC C~WTROL HANDBOOK (WATCH)".
SEDIMENT iENCE (SILT FENCE) S1D. 6.62 AFTER RECEIPT DF THE RIGHT-OF-NAY USE PER~!iT. CONTACT STREET CUT PERMITS AT and Associates, Inc.
~~W~ ~EWALK TELEPHONE NUM6ER 704-336-4Q25 FOR APPROVAL TO OPEN CUT STREETS OR SIDEWALKS. 4651 Charlotte xlo[te Park Drive Suite 300
COPIES OF THE PERMITS SHALE BE PROVIDED TQ THE INSPECTOR PRIOR TO CONSTRUCTfON ANp Cnarioite, No SHALL BE DISPLAYED AT 7HE JOB SITE. tle, North Corolino 28217
STORIA DRAIN MATH CATCH BASIN OR DROP INLET- ___°,°°°°°s°====__=___~ Phony ( 2) CONSTRUCTION SHALL BE IN ACCdRDANCE IMTH CHARLO?7E- MIECKLENBURG UTILITY Fax (70 DEPARTMENT STANDARR SPECtFlCAl10NS. none [phone]
STREET SIGN Fax [phone]
IEYPORARY DIVERSION STD. 6.ZO TD-TD--TD 3) THE CONTRACTOR SHAM VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES
1E11PORARY SEDIMENT TRAP S1D. 6.B0 ~T~ 372 B Y' ~ 24~ PRIOR TO CONSTRUCTION.
4} ALL SHORING SHALL BE IN ACCORD/?NCE 70 OSHA TRENCHING STANDARDS PART 1926. p ~~~',!~1 SUBPART P. AS AMENDED TO DATE.
TEMPORARY S1RF.AU CROSSING S1D. 1
TOWER Lp1E ~ 5} ANY NECESSARY LANE CLOSURES SHM.I FOLLQW GUIDELINES OUTLINED IN THE MANUAi. OF SUN '~i ~ LU UNIFORM TRAFFIC CQNTROL DEVICES AND/DR C.D.O.T. WORK AREA TR~IFFIC CONTROL <oUr
CHELSEA
TREE ~ STE£ ~Y CT HANDBOOK. (WA?CH) ~EiJR - W T Ek r'~ ~,~g ~?t 6) IF THE PRQPOSED WATER MAtN IS INSTALLED WITHlN 12" IN ANY DIRECTION (VERTICALLY 0 7
UNDERGROUND CABLE U° T Cf CT ~Q
OR HORIZONTALLY) FROM A GAS ~AAIN, THEN THE CONTRACTOR SHAtI. CALL THE APPROPRIATE GAS COMPANY AND INFORM THEM.
UNDERGRWND ELECTRIC ~ J' ~s~
UNDERGROUI~ TELEPHONE ur ~V~~ KNOX N~ app FAR1w D ~ ~ ~ ~ p~ 7} WATER MAIN TO BE INSTALLED WITH A MINIMUM OF 36" OF COVER.
~ B) CONTRACTQR SHALL MAINTAIN ACCESS Td DRIVEWAYS AT ALL TlNIES. 9) CONTRACTOR SHALL BORE WATER MAIN UNDER CONCRETE QRIVEWAYS. APPROVALS (SEALS)
UNDERGROUND iELEN~ON CABLE N 37 7 c~
WATER AIEIER uHOS eRO ~~~£R R
DAN Cat1 E R 10) CONTRACTOR SHALL SEED AND IAULCH AT TH£ END O~ EACH DAY. GROUND COVER IhtILL
W~THERS~-____ SHEETS ROAD BE PROVIDED ON EXPOSED SL01'ES WITHIN 21 CALENDAR DAYS FOLLOWING CdMPLETION OF ANY PHASE OF GRADING. PERI~AANENT GROIlNDCOVER FOR ALL DISTURBED AREAS WILL BE
OAD ESTABLISHED WITHIN 15 WORKING DAYS OR 90 CALENDAR PAYS (VMHICHEVER IS SHORTER) SS/ 4b L
HEFT A ~ FOLLOWING CDAAPLETION OF CONSTRUCTION.
SPR IYC
DESI(~! COUPANY: POINT L~4NE ~~PSQ~y ~fl ~Z~y ! CONSTRUCTION SCHEDULE: ly"
5 1 1) bBTAIN APPROPRIATE C~NSTRUC710N PERMITS
PLANS PREPARED BY: KIYLE`hH01NJ AND ASSOgAIES ANC. 31 ~ 2 4 QU£ENSAIEAD 1 ~ 4 2) INSTALL SEDI~AENTATION ANO EROSION CONTROL MEASURES
AD~tESS: 4651 CHARLOTTE PARK atl4f, SUITE 300 RD 3) CLEAR AND GRUB 6166*
PFIONE: [phone] SHEET 3 4) ROUGH GRADE SITE
DATE DESGN COA~LETED: x/67/2007 O 5) EXCAVATE ANO INSTALL U'f!U'fIES S (AS BUI) N.C.PE
6) FINISH FINAL GRADING ANQ SURFACE RESTORATION N.C.R.LS. ~AS 7) REMOVE SEDIMENTATION AND EROSION CONTROL i~AEASURES
SURVEY COI+IPANY: SURVEY COIYIPANY: (SdcEC MEASURES SHALL REMAUJ UNT~4 ENT{RE SITE SUMMARY OF
IS APPROPRIATELY ESTABLISHED) tY OF WATER MAINS & FIRE HYDRANTS
SURVEYED BW. DEWBERRY & DAMS, INC. SURVEYED BY: SANBORN, LLG
ADDRESS 6135 LAKENEW ROAD, SUITE X00 ADDRESS 2925 E UIDEPENDENCE BOULEVARD ~ZE 16' LENGTH SIZE LENGTH
VICINITY MAP 2.729
PHONE (7D4) 509-9918 PH01~: [phone]
~ UAIE SURVEY COMPLETED: 04/06/2005 DhTE SURVEY CONPLEtEQ: 03/dl/2005 SCALE: 1 " = 2000' CALL NC ONECALL BEFORE YOU DIG
DEVELOPER: CHARLOTTE NECKLENBURG UTIU7IES T ~ P TOTAL N0. aF FlR 1-BOQ-B32-4949 TOTAL N0. OF FIRE HYDRANTS 1
- ADDRESS: 5100 BROOICSHIRE BWLEVAR~ CHARLOTTE, NC 28216 LOTS SERVED: -
~va~ unun ~,~~nc~ PRCf~CT NAb1E: P Td ~RVE S1EE WE PROPOSES WTHERS COVE WATER MAIN
PHONE: [phone]
STEELE CREEK NORTH 05 ANNEXATON AREA
CONTRACTOR:
r u CONSTRUC WITH CHARI RUCTION SHALL BE IN ACCORDANCE
Q INSPECTOR: 'HARLOTTE MECKLENBURG UTILITY .ae Na 707M~F: 07--00--125 I
DEPARTMEN STANDARD SPECIFICATIONS. DALE OF ACIVAR DIVATION:
~ INSIDE CHARLOTTE: ( )YES ( } N0: No. Dote By Revision T DATE AS BUILT: UILTGO BY:
~ TOPO NO. 243. 310 BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE YATYIWT LIABILITY TO KWLEY-MORN AND p550CIR7E5, INC.
MIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC Pl. :CIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT. WRITTEN AUTHORIZATION AND ADAPTATION BY KIM
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r •wwanr A.rwr rwwrwr r .www w ..Ir.•rr wrrrr rr•wrr .•w.ww. rrwa.~ rw r.rr .rr . ...r y h NOTES:
YIY•Yr \r.•M\r• •MW w•MVia• / .rVM•w •wrM/ •r.Nrr. M•AM 1 NrM a}Yy/•Y w1WM 11rY1 //IMY Yr.~ .r.r YV. 1) WATER GAAIN SHALL BE INSTALLED WITH A MINIMUM OF PIPELINE OR A MINIMUM OF 38" BELOW EXISTING GRADE WHICHEVER IS GE2EATER_ JUM OF 36" OF COVER ALONG PROPOSED 1RADE ALONG EXISTING EDGE OF PAVEMENT,
MYMY r ww/r ••Ir.W w A•ww +.•rrr. wrlwnr+• /•r w rav\•rw •wrrW.• .MMYMY ?•IaM w• ~~.r\ w.AwwNw \w•Nr1 y+rl/1/Y\ MV?M\r. YWAMI rrr
I SED WATER MAIN AND THE EXISTING WATER
wr N 1 ~w r r• y.r Ir. Yr~ YY M.r AI.MM1 M (1 1 2) ONE DIRECT COf~NEC7r~ BETwEEn~ 'f+~E PROPOSED w,4 600 SYST£1A IS ALLOWED. 8EF0l2E BEGENNING PIPE INSTALlA71 aTALLATION. THE CONTRACTOR SHALL
.f}1A>Da 7'}!' 1{~/ ~i~7~lA kJ~Yi. ~1 1~1?{Ii' i}{}~ %XA A?011 1MM Kit T~ HYDROSTATICALLY TEST THE EXISTING STUB-OUT FOR ON THE AAAINLINE ISOLATION VALVE THAT SEPARATES THE PR WATER SYSTEM 5HALL BE PROTECTS[} FROM UNAUTHORI2E FOR ONE HOUR.
AI•~ • r rA rrr MAa/A arwrruw rrrwr ww. THE PROPOSED FAIN FROM THE EXISTING
w r•w.r.. .wrr. wY.w~. rr. .r.w... •rwrr .r•..w .rr w Y M THORIZED USE BY AN APPROVED LOCKING
bEVICE LOCA7Ep IN ~ftiE VALVE BMX,
. Y rrrM • Ar r•M rrwr •.rrr +Y Wr. rrw Mr ?rIAF•• fM •wrY N wa+w a•iwwwa•• AAMMa MAw4M rM wry. i THE LOCKING DEVICE SHALL i~EET THE "OSHA" 25 CFR P REQUIREMENTS TO PREVENT UNAUTHORIZED USE OF THE PROPERLY SIZED TO SECURELY FIT THE VALVE BOX ASSEI DEVICE SMALL 8E A "LOCK{NG DEBRIS CAPS WITH LOCKIN LOCKOUT WARNING TAG AS ~AANUFACTURED BY SW SERVI APPR011ED DEVICE, WHICH PRQVIDES EQUAL OR BETTER S VALVE OPERATION. CFR PANT 1910 LOCKOUT/TAGOUT
r...i. _ w . r ^ rrY v ~ THE VALVE. THE DEVICE SHALL BE X ASSEMBLY IT IS USED IN. THE LOCKING
1.•r.aw.r. M AwVrM rA...wwr ra•Aw rwwww AwM YI•w rrwwr rw•+• A\Y rwNf • •r.rr ?11Yw•M ww•.Ylrr .w•Y.•wr •rr w• +M f•yyM AMWY .rwnMA V LOCKING BRACKET, LOCK, 2 KEYS, AND
r rwr•r rtlrM ~rAMYr M•Mr M1wAwM V YY•YW 4 rr•A YhVwM Y MwMrr.IMrVr wyM/Y/ fr '•F rMlrMr \IMVrff rwrrax YNIraN NYw rwM r rww.. V SERVICES (1-800--462-2773), OR AN
i :TTER SECURITY TO PREVENT UNAUTHORIZED
M\ f.•r w/r wrM rr M A.yAM1• A NM rMwylwA rwYypyA wNarr wwwy ww• NAJM .I.a AYrAw r• }
} , M.r.M Y •YaY M•1Y. .•rYMr wMwr• MI fAMAMwr wN/aIA rwrrwa A rMN w?Vwl M NW. IAf Vwrar NrM ti. ww rfMfMM~ rr•ww wMV r• ?HE TAGOUT~LOCKOUT DEVICE SHALL BE INSTALLED AS T ISOLATION VALVE PASSES THE HYDROSTATIC TEST. THE EN~iNEER. 1HE DEVICE SWALI 8E REMOVED ONLY UNDER :D AS THE FIRST ORDER DF WORK AFTER THE THE KEYS SHALL BE PROVIDED TO THE
WWrW • AMMrY1M rYA'.M1F •wYVrr AI.•M I/YwW AM•r fAwMaV rr•rYM wnYU rrw•MN~ •.•.4\N Af••N MNNM rwrwl r•Nlw fa•f.f Mti ww YNwt UNDER THE DIRECT SUPERVISION OF THE
3 ~ ~0 CMUD PROJECT INSPECTOR. THE ISOLATION VALVE SHAI.I 5g0 p~RECT SUPERVISION OF THE CMUD PROJECT FNSPECTOR. SHALL ONLY BE OPERATED UNDER THE :CTOR. THE LOCKOUT/TAGOUT DEVICE SHALL
~er!.v. xeiew~ri 'WeJf+' ')x71A::"~ ,liiar!~+rti:~ t*.'w' ' ' wTr1, I.+oxsaa rro~+'. I~MtiR. t•.•.wFS.v >x+. WYIRN rNi~ t.. ~ ~c1 N ~ . . . S ~ w REMAIN IN PLACE UN71L THE PROP05ED ~tA1N 15 ACTIVAT RETAINS OWNERSHIP OF THE DEVICE AT 11-lE END OF THE XTIVATED BY THE ENGINEER. THE ENGINEER
wwwr rr. ww YrvrawA• rrwrw rn• wr• rwlvr.n wyw v.Y• wf r~ rwnw. .w rw Mfr r+v ysww• yvr a OF THE PROJECT.
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•r•?wA rY•wyw wr•rn _ • rw.w •wwr .rw rw .w w A RESPONSIBLE CONTRACTOR DURING THE
1 !LOTTE- MECKLENBURG UTILITY DEPARTMENT.
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5 6d i - - - - - z . ~ ~ 560
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0+00 1p+00~ 2+00
EP R/W
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EP \ C A Rp A~ 40
Q SS
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R/11Y
~G Nc o~ecnu BEFORE YOU DIG N 41,
~ CIN OF CHARLOTTE
DEED REF: ~2~056-634 sTaP
TAX N0. 198-21-307 OxOO 5HOPTON ROAD WEST 1-B00-S32-4949
~vdA uDUtt DaaAGf
WIRE WEIG\
QI \ ELEV=612.03 \
0 u EXISTING 96~ w PROPOSED CHECK QAM (C~IUD PRQJECT EC DETAK ~P.~ 4a' 0 4Q` 8 H~RIZi~NTAZ SCALES 1" = 4Q' 80 .
~ 30U-D3-118) .rv... - \ 40"
5TA 4+20 ro'~ (rte.) ~xo STA 1 +9 REA~IOVE PLUG AND BLOW 4FF ~ PROPOSE ?SEMBLY. T/E PROPOSED 16~ DIP ~ ~s~ JDlNT B WA T£R MAtfV TD EX/STI/VG 16 D!P eJ ~ V I
0 0 4 'OSED 22.5' RESTRAINED VERTICRL scA~~: s• = 4' 4'
4
R BEND
I~
Q QI WATER MAIN ~r,, CHARLOTTE-l (I~ UTIL 2tD6 ENGINEERI ~POSFD 45' RESTRAINED CHARLOTTE , N VT BEND I-MECKLENBURG
} u
t SEE NDTE 2 THIS SHEET} ~~rJ ~p i9pi
m r STA 2t PROPOSED SILT FENCE PROPOS SANCTUARY AT EC DETAIL 6.62 ~ CEP RING DIVISION
3 LAKE WYI.IE LLC ~TYP:- _ ~ NORTH CAROLINA
1 a DEED REF; ~1fi493-360 i s P~JE r JO/NT 7AX N0. 199-15-104 3~~ .~:t~.
n 48' ~ VEN WIRE & 2SBW Y SHOPTQN ROAD WEST A R/YY 707-00-125
/.l: ~o• rcF Job No. File No. PROPOS Scales POSED 16" WArER MAIN
if uii. ;S ~ ~:i'4 PLAN
x PLAN t" = 4a' TO SERVE
u m ~ i ~ TAB 11 ~r !~T t A . CA !~?rr PN ~rrT ? PROFILE u... 1" m dA' I Ull r" rrn & I r?c
i L MR I Ul'ILING J I A. LtOV JGG ZIV7GG 13 nl incn.-j L.vrc
X Vert. in = ao' STEM STEELE CREEK NORTH
v n AS Built Date 2005 SANBORN eHR BLF ~LM X05 ANNEXATION AREA
STA* 0+00 TO STA, 2+50 Sheet Of MLM ngr Z 6
0 No. Date By Revision Surveyed By Designed By Drawn By Project-E KIMLEY-HORN AND AS50CIA'fES, INC. SHALL BE Wt'iHOLIT LIABILITY TO KIiiALEY-MORN AND ASSOCIATES. INC. roject-E Approved By Dote
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFlC PURPi IC PURPOSE AND CLIENT FOR WFiiCFi IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHUIJT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY

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~ k •y\•.aA ww•M• wr rw •rww n/ .•w.\. ..Y rr•r• ww.wr r~ wYV+.. ar.w.u. A xww/ •r.. •••war ~ ~a a~E t YMI W. YM.AYrM .r.ww. rMNr NwMwr wIw M.wwr .Mrl.r rwMYlY I YI r.•r.Yw I MM.•!VI w.lM w . !V wMr Y•IMIK IrI..rW I.YMVlf r••• wN IIIAwrW .IPYINIIwI Arr111 Mw. w w.arrw Nw1 rww Wrr ! IWMrV• i IWM\V• • _rrMrl •rr•rI ? M IMrVIPw r tiM rrr
t ~ 1 WATER MAIN SHALL. E INSTALLED WITH A f~I1NIMUM 01: 3fi OF 36" OF COVER ALONG PROPOSED
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ENN o. ED te I U-1 By Revision Surveyed By Designed By Drawn By Project-[ 'rojeCl-Engr Approved By Dote
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFlC PURP 1C PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY K{MLE YK{MLEY-HORN AND ASSOCIATES. INC. SHALL BE WITHE)11T LIABILITY TO KINELEY-HORN AND ASSQCIAlESt INC.

20" HDPE TO 16" DIP
TRANSITION COUPLING
PROPOSEQ 20" HDPE DR 9 PIPE (STAINLESS STEEL)
PROPOSED 20" DIPS HDPE
DR 9 CLASS 2d(} FITTING
(IF REQUIRED)
GRASS LiNEp CHANNEL (PERMANENT) STRAW W/ NETTING
STF2AW W/ NETTING (TEMPORARY) PROPOSED 2d" HDPE
DR 9 PIPE
f 16" DIP
7 \~r ~ 1 HEAT FUSION ,~O~NT, TYP. M.J. LONG 60DY SOLID
3 ~ 3 SLEEVE OR M.J. FITTING
AS RE4UIRED
TYPE 1
DITCH ERASION PE WALL ANCHOR :HOR SIZE RESTRAINED MECHANICAL
PER MANUFACTURE RECO~AMENDATIONS CTURERS JOINT ADAPTER KIT
GRASS LINED CHANNEL (PERMANENT) RETENTION BLANKET ~TIONS (TRANSITION COUPLING)
DITCH EROSIQN RETENTION BLANKET (TEMPQRARY}
HDPE T4 DIP
HORIZO )RIZONTAL DIRECTIONAL DRILL
~j ~
TR TRANSITION ASSEMBLY
3 3 TYPE 2 i
PROPOSED 16" C905 OR 18
FUSIBLE PVC PIPE
3 3
, 1 ~ ~ / ~ T
~r t N
CLASS A STONE LINING NG -
12" (MIN) PROPOSED 18" C905 DR 18
FUSIBLE"' PVC PIPE
TYPE II GEOTEXTILE TYPE 3 SEPARATOR 16" DIP
TYPICAL DITCH DETAIL
NOT TO SCALE
HEAT FUSI F H(~Ri7 T FUSION JOINT. TYP.
RESTRAINED MECHANICAL
JOINT (TRANSITION COUPLING)
FUSIBLE PVC Td DIP
'~Ri7nNTAI nIRF(`.TI(~NAI nRlll
TR TRANSITION ASSEMBLY
a2~~oo~ NQTES:
VARIABLE AS DIRECTED BY THE ENGINEER Qpp a. GRAVEL PAD TO BE 12'x 50' AND 6" THICK MINIMUM
STEEL OR WOOD POST R b. TURNING RAQIUS SUFFICIENT TO
(6~ MAX.} Q~O~~ ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED.
FILTER FABRIC SO• c. ENTRANCES} SHOULD BE LOCATED 70
z 'y~N PROVIDE F'dR MAXIMUM UT{UTY BY ALL
g ~ w CONSTRUCTION VEHICLES.
O J U ~ NS L~ ~ OQ d. MUST BE MAINTAINED IN A CONDITION
WOVEN FILTER FABRI ~ WHICH WILL PREVENT TRACKING OR
O a ~ L N t 6" MIN DIRECT FLOW OF MUD ONTO STREETS. PERIOaiC TOPDRESSiNG wiTH STONE
WILL BE NECESSARY; KEEP SO~AE HANDY.
~~~a~~J~ e. ANY MATERIAL WHICH S71LL ~AAKES IT
v o W ONTO THE RQAD MUST BE CLEANED UP COARSE AGGREGATE `L
w 2_3» fMMEDIATELY,
~ u~i ANCHOR SKIRT MINIMUM
o d N GENERAL NOTES: NOTES: APPLICABLE AT ALL POINTS OF
M N INGRESS & EGRESS UNTlL SITE IS
STABILIZED, FREQUENT CHECKS OF TEMPORARY CONSTRUCTION ENTRANCE~EXlT
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED. NOT TO SCALE
GENERAL .NOTES: 1. FILTER FABRIC FENCE SHALL BE A MINIMU~A OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING,
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 3(3 DAY5. wi7M (5~~.~wnY)
~n~N 2/a sT~tEa~n ~n~tH N
3. STEEL POSTS SHALL BE 5'-0'~ IN HEIGHT AND BE OF THE
SELF-FASTENER ANGLE STEEL. TYPE. 1. CONTRACTdR TQ USE CLASS B RI STEEL OR WO~p PAST 2. CHECK DAMS MAY BE USED IN S OR CHANNELS TO SLOW VELOCIT SEDIMENT TRAPS. > B RIP-RAP
4. WOOD POSTS SHALL BE 6 70 7 FEET IN NElGHT AND 3 TO 4 INCHES IN DIAMETER. WIRE FABRIC SHALL BE FASTENED TQ i IN SLOPING DITCHES 0R ~ 5, ,gyp,
W04DEN POST 1rVITH NOT LESS THAN #9 WIRE STAPLES 1-1/2" LANG. LOCITY OR TQ CREATE uN~ess ~ OTi1ERWJSf 6 MIN. BELBW 10Y11EST CAI?
FILTER FABRIC NOtED 1N L_ BANK LEYEL (MIN} CALL NC ONECALL Q~-~ 7A&.E BEFORE YOU DIG ,~a~ •~p •Q S S
~ 5. WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT FENCE IS USED ADJACENT TO A CHANNEL, CREEK aR POND. foe 10 + Cc .
z ~ w #5 WASHED STQNE RIP-RAP • • r
W 6. TUi~N SILT FENCE Up SLOPE AT ENDS. a SECTION A-A = r
7. WHEN FABRIC iS USED WITH WIRE MESH 8~ CENTERED POSTS MAY BE USE. o J ~ k. Q r~ t~ m _ p 1-$00-632--4949 ~ AVAID UTIU7Y DAAAAGE ~~i~F~
0 Q ~ ~v r N
~ MAINTENANCE .NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FkNANCIALLY 4 L
RESP~NSIgLE PARTY OR HIS AGENT fMMEDIATELY AFTER EACH CH 2'-b" MIN. FLOW ~ 5 WASHED STONE
s RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. LL. SPILLWAY CREST
3 ANY REPAIRS NEEQEO SHALL BE MADE IMMEDIATELY. 5 wAS~° . CHARLaTTE --1 STONE 1
a 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR PRIOR TO THE END ~MECKLEN URG
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECE FABRIC SHAlL BE REPLACED PROMPTLY. NECESSARY, THE ANCHOR SKIRT 8 MINIMUM aip-aap ~1C~~ U T I L 1• ~ ENGTNEERI CHARLOTTE, N
~d~ ~~L04Y
3. SEDIUIENT DEPOSITS SHOULD BE REMOVED AFTER EACH STQRM E S FENCE SHOULD BE REPLACED. THEY 1+AUST 8E REMQVEQ WMEN DE APPROX. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DE PLACE AFTER THE SILT FENCE IS REMOVED SHAI.I BE DRESSED T TO THE EXISTING GRADE, PREPARED AND SEEDED. !RM EVENT OR SILT ]RING DIVISION
EN DEPQSITS REACH NORTI-1 CAROLINA
JT DEPOSITS REt~A1NiNG IN
SED TO CONFORM B ~ ~a~-oo-~25 RIP-RAP JOb NO. File NO.
fDETAILS
SECT SECTION B-B PLAN SCO1eg MISCE P~aN TO SERVE
PROFILE
SILT FENCE m x WITHERS CO VE
~ CMUD STD. 30.06 TEMPORARY ROCK CHECK DAM ve~t_ - ~.s~ ~rrr-f r rncr~ Akll^nr"
i NOT TO SCALE i NUI IU St:ALt J / ZG As euclt Date 2005, »ccLc Lf ITccn nvRin
X 05 ANNEXA TION AREA
Sheet of
a M DEWBERRY BHR BHR MLM MLM 6
0 a No. Dote By Revision Surveyed By Designed By Drawn By Project-E roject-Engr Approved By Date
f KIML6Y-HORN AND ASSOCIATES, INC. SMALL 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 PURF 'IC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIML6