20031102 Ver 1_Site Plan_20030902

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+4~:
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/ I
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x.38 Acres 1,3? ;-~~~es LOT 10 / ~ ~ t RO /
/ 5 ~ ~ ~ a LOT 9 .,92 ~ 43 sq. f ~
/ 57581.992 s tt LOT 8 1 1.36 .Ac es / q /
o ~ / 1. 2 Acres 53967.539 s~. ft 3 o / ~ t APACHE DR, / \ ~
x • ~ 1.24 Acres / / /
- ~ ~ CU VE DATA / LOT 7
- CH = N83'39'26"E '174. 74 f / " 5G 6 sq t 4 s ft Q /
~ a = 1000,00 1. i 5 Acres cv / ounET PROTECTION T = 30.62 ~ ~ cres /
/ ~4 (5`~E SHEET 6j R, = 350.00' v / HAYMORE DR ~ STONEY ~
/ , ~ _ .81.09' / MICKEY RD.
V~ ~ / ~ ~
~ z~ ~ . _ SOT 6 LUT 5 r -z f
~ 8~ +5090.827 s f~ ( 4C~2~.9 ~ sq. .t ~o~ N. / q S'~ p.00FELTER RD,
D ~ ~ _ _ 1.04 Acres 0,94 Acres / ~ ~ r, ~ 4
4 _ ~ / / INV. 82 .40 ~ OUTLET PROTECTION n- 1TECnoN ~ 39932 2~~~ sc. ft
156 LF30" RC ~3 ~$EE SHEET 6) ~ / FEET 6) , / ~ NOT TO SCALE 0.9~ acres -
~ ~ 0 7.69°X- ~ / 0 / VICINITY MAP
/ ~ / - r ~ 1I QIJnET P OT~CTION ~ o
J ~ 8 ~ N ~ t SHEET 6 ~ " / ~ SQ f tSE, ) _ ~Q ~ ~A / ' I REV DATE OE5CRIPTION
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~ ~ iNV.'~~F.00 QJ~ _ • • 84 ~ ~ W z , ~~Q~ i ~ ,
_ _ ~ - - _ , 2 s ~ . W ~ -+NV. 8~ N J - / MtY. _ 830. _
OG ~ ~ OWVt , op / ~ 1 /
/ s ~ _ _
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/ ~ ~ ~ ~ 8 / 8 ~r ~ . ~ *0~; r 6~ MF r
_ - ~ 00 9 ~
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_ / 4 ~r~, c,~, ft ~ ~
CUR AT ~ 2 ' ~ `~r` s ~ CH = N8T30'43"E 5~0~ ~ ~ k ~ -
/ e-17 23 ,~v, - ~
T = 161.47 1 / _ 4 ~ - 1 26f00 - - W 0 a6~ _ ~+00__ _
R - 1036.5 1 8 - J
L = 3 0.36' , - 2 LOT - L 1t,3 lF DAL 3b RCP ~
~t ~ 4 40099. y~ ~ s. ~ 0 ; o fi,tsx ~ CURVE DATA ~ -870
Q ~ 0.9~ Hoes ~ ~ ~ - ~ - 74'47' ~ CH - N, ~ 29 E / ~ - A = 4136 28
Lu ~8 ~ ~ , ~ , T = 151.98 /
~4y~ t 1 043 ~ .2 ~ L Std ~ 6"x6" HYDRANT TEE f ~ C~ 0 14~F t , R - 400, 00' ~ 0 ~ x
C . 9 3 A C r e S INV. 836.00 / 6" GATE VALVE do / o J NV, 1 , ~ - - L = 290.48 ~
~ / VALVE BOX ' n,; ~ 2.5 SY CLASSN, \ - - - M aASS~_ ,
" S 3-WAY HYDRAN~ ~ ~ i so'-o' r- 1,5 59.5A OR 59,58 ASPHALT CONCRETE ~ RIP-RAP INLET AP INLET ~ iNVr837, - ~i TECUWr-~ - _ o
~ x ~ ~ PROTECUWr-~ - RIGHT-OF-WAY S $Y CLASS II' ~ ' ~ Q fp J ~ e' CRUSHED STp~ BASE (NCDOT AGGREGATE RIP-RAP INLETi ! ~ N ~ ~ Y / ~ 4. fi S Cl.AS511 ~ ~
e'-o" - ------20'-0' _ ,I s-o r-o' ~ BASE CouRSE TwE A oR e) PROTECTION ' a , = W ~ ~ ~ RIP-RAP INLET ~ ~OT ~9 ` PRO c17oN ~ ~ ~ ~ , / T ~ ~ 4l, ~ ,~5.?5 ~ sq. tt LO 3~ ~
SHOULDER PAVEMENT SHOULDER I ~ ~ CpPACTED 9JlatADE. SEE SPEC9'ICATtONS ~ U ~l~ Z W ~ ' ~ ~ SIGP'E fOR REOUNED YAIEIM~LS I a ~ W I O W
-1 L' T. 1 1' * ' _ 0.92 Acres 44572.833 sq. ft 1.02 Acres
' ~ 4 i ~ V 1 ~ ttJ VI 11 I ~ / - ~ - (n ~ ~ ~ ~ ~ ~ ~ ~ ~ _ URVE ATA ATA
~ A _ sLaPE ~ ~ CH N71'19 20"E 1'19 20 E
* ~ • ' ~ _ e 34'40'11" 1011 /
1 ' ~ • . ~ ~ T - 74. 5' - 8 , R- 1 / 5'
~ ~ - 239.8 - - - - ,81' ~ 11~ ~
_ ~ ~ ~ ~ ~ i- i_'-- _ L = 145.11 ~ 1~Aw MA1L xoPE - ~ I- ~ - ~ ~ -
x, ~ ='li=''~-~ I , I~_,,I_I~I_I!~_I(I_!~I-I~f_~,,_~~ ~ ~
RoLLINC r.1 _ , - . , ~ - - - - - HILLY 1-1/2:1 STBC GR ABC ~ ~ , ':4i
~"fX OaPAC1E0 Tp A I~i11N 98R STAi~ARO PROC1d! W1MJM OR1' DEM511v (ASH D 108. RGEII SCALE: 1'i~~ HORI r°'i • ~ 1 _ -4 VERT.
TYPICAL ROADWAY SECTION '~~S"~T'"~"~"°~
N.T S. -
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- _ _ _ _ - ~ - - ~ - - _ 870 CONTACT ON;~-CAI~,I, CENTER
_ - _ - f - _ _ - - - _ _ '--t ~ - - - - - - - - - - - - - - - - - - - - 1-8A@-632--+1949
- _
_ - - - t _ "I. l -T- ~ _ _ _ .-f - - - _ -4-_ - _ _ _ - _ _ _ _ - - These drawings are instrwneats of service and shall remain die property of die _ _ _ _ engineer whether the project for which they are rosdo-h ezecuoed of oot. They are
_ 1 ~ - - _ _ F -_t t. ~ - _ - - - - T - - - - - _ _ _
_ _ - ~ . i - - - - - - - - - _ t . - - - - - - _ - _ _ _ _ . - _ _ _ _ - nat to be used by the owner or any other petsat on ~ projais adt ex~ensicuu w - this project except by agreemrnt in writq~ and witli appeopriate ~ b
. . the engines'.
~ 1-- - - - - - - - ~ Copyright 2003 by Weatcott Bngineeriag dt Consulting, fC, All Rights Reserved
j 1 _ - f _ -r- - - - - - - - - - _ . _ - - _ Except as permitted under the United States Copyright Act of 1976, no part of tltia
- - _ ~ - _ _ document may be reproduced or diatributod in say fcum or b9 any means without ` ~ _ _ _ - _ _ _ _ _ _ _ _ _ _ the written permission of Weatcott Enlpnoering & Cow, PC.
_ ~ - - - - _ _ _ _ _
- - - - - - - - . - - - - - - _ - - - _ _ _ _ - _ _ _ _ _ LOCATION
~ _ - - a - - - _ _ - _ _ _ 860
_ _ - - -a--- - - - _ - - - - - - - - _ ~ . 850 - ~ f - - - - - - _ _
- - - _ _ c i _ _ - _ _ - _ ~ - - - = - - _ _ - - _ - - - - _ -
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I , _ ~ _ _ ~ - - ~ ~ I-_ _ _ _ - _ _ _ _ _ - - - _ _ - - _ _ . _ - _ N.C. HIGHWAY 109 -NEAR WALLBURG
t _ _ . _ _ - - - - - ABBOTTS CREEK TOWNSHIP _ _ _ _ _ . _ _ _ _ .DAVIOSON COUNTY, NORTH CAROLINA
- _ - _ - - _ _ _ l - - - - - - - _ _ - - _ y. _ _ _ _ - - TITLE
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840 _ - - - - _ _ _ . - - - -
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- - - - - _ _ _ - - _ - PROJECT N4. E-217
1 z - ~ - - _ - _ - - - ~ ,xa ~ qi
_ - . - _ a _ . _ . - _ - _ . - _ - - _ _ _ _ _ _ _ _ - _ - - - - - _ - - - - _ _ - OATS; 8 19 03
- - - - ~ ~ - _ - - - - SCALE: 1 = 40 , _ _ _ - _
- - _ _ _ - _ _ F _ - - - - t - = - : -V _ _ - _ _ _ - - - -
_ - - - - DWG. BY: SOT/LRE - ~ 4 ~ _ ~ r.
~ t . ~ _ . _ _ - _ - _ ~ - _ _ _ - - - - _ _ - - - _ _ _ ,
_ - SHEET
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- - - - - - - 4
- - - - - - - - _ - - - - - - 830 - ~
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+ 26+00 27+00 28+00 29+00 30+00 WESTCOTT ENGINEERING & CONSULTING, PC
OWNER/DEVELOPER: 4135 MENDENHALL OAKS PARKWAY, SUITE 140 MR, CHARLES VEACH
7415 HIGH PINES CHURCH ROAD HIGH POINT, NC 27265 T
ASHEBORO, N.C. 27203 PHONE [phone] FAX: (336}812-8475
PHONE: [phone]
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I I I y~t~y OUTSET PROTECTION ~3 paN
I TEMP. ROCK CHECK DAM I I I I TO I I SEE DETAIL SHEET) t Rp ~ ~
TO BE CONVERTED N I I TI I I I OUTLET PROTEC ON I \ s~ ~ o I o 9~,
I I C I ~ I TEMP. Rt~K CHECK DAM J
T TiON 5 I OUTLE PROTEC ~ (SEE DETAIL SHEET) I x r , ITO BE CON INTO ~ ~ ( APACHE DR
TST ~8 o I OUTLET PR CTIQN._, ~ s _ ti 2 ( I F
- I TST ~7 ~ ~ ( I' SITE I
( ~ 3 I I TEMP. ROCK CHECK DAM _ _ _ _ ET PRA , ON ; ' _ _ TO BE CONVERTED, INTO =
QUTLET PROTECTION ~2 ,,,r I I ~ o~ i ~S F.pETAIL.~IEEaJ, _ - ' ~ ~ ~ ~~s ~ _ _ _ OUTLET PROTECTION. I _ _ y x - H
(sEE DETAIL sH~T~ _ ~ I i ~ I ' ~ - AYI~tE DR _ TST ~t1 . GE ~ RID
a ~I I I 4i ~ STONEY I I ~ ~ ~ MICKEY RD, ~ ~ ~x
~ ` OUTLET PROT~CTIOIV-~~ + ti L.. E - TST 1 _ _ r
~ TEMP. EARTH BERM _ ~ - I o ~ , _ _ ~ ~ I~Uu Ski ~ # N I da• - - - - ~ OBE _ TST #1 pl GR
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- ~ ~ - NOT TO SCALE _
. , . ~ - I ~ \ ~ 5+00 S~ ~ ? i~~~ ~2~ VICINITY MAP
~ ~ ~o - _ _ ~ A _ . ~ 40 - ~ ~ _ _ \
~ - _ ' _ 1 ~ _ / - . - ~ REV DATE DESCRIPTION ;Y-,
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( I N N I ,
CONSTRUCTION SEQUENCE:
CONTRACTOR NOTES:
NQ NOTE: ALL ONiENSKXrS AND RADN ARE TO OUTSIDE TAGS OF BUILDING OR TO FACE OF CURB, OR 1. FLAG ALL CLEARING LIMAS. TO THE CENTER OF STRUCTURES SUCH AS NILETS, SICK POSTS, ETC„ UNLESS OTHERWISE 2. OBTAIN THE LAND DISTURBING PERMIT AT APRE-CONSTRUCTION
NOTED. MEETNG TO BE HElO ON SITE. CONTRACTOR ro: 3. N4STALL ALL EROSION CONTROL MEASURES AND DEVICES
t, VISIT SiIE AND 8RN+0 Tn THE ENGINEERS ATTENTION IN WRITING ANY PROBLEMS BEFORE CLEARNNG THE SITE IF POSSIBLE. INSTALL AVERSION
TEMPORARY SEDIMENT TRAP ~ 1 TEMPORARY SEDIMENT TRAP / 2 TEMPORARY SEDMENT TRAP / 3 TEMPORARY SEDIMENT TRAP y 4 TEMPORARY SEDIMENT TRAP p 5 OR DtSCREPANCN:S IM1H SIiE OR PRO,iECT PRIOR TO BIDDING AND CONSTRUCTION. gtyRMS AT CULVERT LOCATIONS PRIOR TO CLEARING AND PIPE 2. COORDINATE Mi1H THE OWNE1iS CON51RUC110N MANAGER FOR PHASING OF CONSTRUCTK7N. NVSTALLAi10N.
~ SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET SEE DETAIL THIS SMEET SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET 1 INSURE hpGN 1E4E1. OF SAFETY DURING ALL PHA5f4 OF CONSTRUCTION. 4. CLEARING ANO GRUBBING.
~ A MPTi~`N ~ Ac"~ PYLONS; ~ ASSUMPTIONS: ~SUMPTIONS~, ~~M TI N~: 3, a CHECK ALL 'VERIFY pIMEN510NS NOTED ON PLANS, REPORT ANY DISCREPANCN:S TO THE 5. INSTALL ANY REMAINNVG EROSION CONTROL MEASURES OtMIERS CONSTRUC110N MMIAOER Mi WRI1MiC PRIOR TO ANY FURTHER CONSIRUC110N. 6. ROUGH. GRADING. INSTALL DIVERSION BERMS AND SLOPE DRAINS
~ ZaR ~otrr Hl !c~~ 0 5 ~M~r~ tl~t ° ri ~1 rc as NfHR , t ri Kl 1~: 05 Nffk ~ ~ F< 1'c as N/~ ~ }1tT 11Ct as NM6 i r tr . 5~ ~+1!~ ~ l~ >r~ N it 11, 580 Ifrl~ i~ istl 1r '1.580 w/~ li.~ m n I ~ 5.>a Ik~~ t~ Mt>'!~ SBO N/~i 4. 4. KEEP Alt PLANTING AND GRASS AREAS FIFE OF DEBRIS, STONES. CONSTRUCIKXV MATERIALS, AT TOPS OF FiLL AREAS.
I ~ tFl 1.16 1~s ~ ~ to ~r~ a15 1~5 ~ to ~ alo ~s @~ to ~ aao ~a~s ~ to 11 ou I~FfS ~ ETC., RESPONSIBLE FOR NOT DAMAOMKI EXtS1N+O PLANTMtO TO REMARI, 7. UTILITY INSTALLATION. 5. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL UNDERt8t0UN0 8. FlNE GRADgrG AND STONE BASE.
~ 1 Fl i R 1 FT $J~ i R BJ~ I Fi 5' f UTILITIES WHETHER SHOWN ON 11# 511E PLAN OR NOT. THOSE SHOWN ARE BASED ON THE 9. ASPFUILT BWDER COURSE. SURVEY PROVED AND MAY NOT BE ALL MCI,U5IVE. CONTACT U11LItt LOCATION SERVICE OR 10. SEED ALL AREAS WITIDN 1S WORKING DAYS AFTER GRADING
i CALCULATICNS: CALCU- aT1 NS: CALCULATIONS: CALCULATIONS: CAL~JLATIONS: P Cq'd'. )11 IJS 'd! 0U ~fS f 916 ~S ~(r~ 1.17 aS f,~r~~ 2.11 ~S OTHER APPROPRIATE UTILItt LOCATION SERVK2: fOR U11LIT1' IDENTNlCA1K>N PRIOR TO ANY WORK HAS BEEN COMPLETEQ MID UTILITY LNVES HAVE BEEN
I St~hLf hRE1 REOUREG: 0,41 ~Rf S OP !621.19 S< ~fd~ Wdl pE~p 000 1~S GG 1893D ~ j1~iNI ~ fQOUPEU Q00 hr1CS OR'"1't,1 % Sf 91(flfl IkE# jOUREP 0.97 I~FIS OR'S]14 ~ 5166CI MEti PfgMiED 0.01 NP[S 0R 4!8.79 Sf WORK. CONTRACTOR TO PROTECT ALL UTILITIES TO REMANY-TYPICAL. CONTACT All UTiUtt COMPANIES TO {NSIiRE THE UTILITIES ARE SHUT DOWN PRKTR TO THE START OF ANY DEMOLITION ACCEPTED BY t?AVIDSON WATER, iNC,•
1 ~0~. 1J1pJ9 ft'} 1 IR ~ 166.71 fl'J ~~Q 111,23 Fl"J Q~ tO1J.b6 Fl"i 1 iE,R IJZI1l fi"J AND~OR 11, FR~IAI ADJUSTMENT OF ALL VALVES, WITH CHECKOUT PRK)R TO
• S~$~210J61 fR?611 F; f a91S f1~9'0 fl ~1,~gQ~,6.60 f10R162 f? ~t6J8FtOp1911 ii ~IOfi~1619ti0Ri?iS it I, 8. 8. PATCH PAIR STREETS, STRUCTURES, ETC. AS NECESSARY AFTER CONNEC110N OF PROPOSED PLACEMENT OF FINAL WEARING SURFACE. 12. INSPECT AND MAINTAIN All EROSION CONTROL MEASURES ANO UTN.ITN:S. DEVICES AFTER EACH RAIN AND FOR THE DURAi10N OF THE
SURF l!~ 6RE~ 6R01~E0 '68100 ~ SURi6Q 6R((i Pfgl+~ 20aD0 5 ~.~iLi~ 118.D0 T 411~fi IpE6 Pp106k 600.00 4 SU~ICE 9RE9. 966.60 Y Y~IU .M~+ 3361.00 f'"J 111 X00.00 1T"J lSi,Op Fl"3 IN[ PROMD: t60a00 f1"J ~ 1936.D0 f'"J CONSTRUCTION.
TEMPORARY SEDIMENT TRAP # 6 TEMPORARY SEDII~NT TRAP / 7 ARY SEDNIIENT TRAP ~ 8 TEMPORARY SEDIMENT TRAP ~ 9 TEMPORARY SEDIMENT TRAP ~ 10 13. STAIEJZE ALL AREAS NOT COVERED ABOVE, Ni1HIN 15 WORING DAYS OR b0 CALENDAR DAYS, WHICH EVER IS
~ SEE DETAIL THIS SHEET SEE OETAiI THIS SHEET DETAIL THIS SHEET SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET SHORTER, AFTER ANY PHASE OF GRADING IS COMPLETE.
ASSU?~PTIONS: ASSUtrfPTi0N5: $L ASSUMPTIONS: ASSUMPTIONS: ASSUMPTION 14. FINAL CLEAN UP. . 15. CHECKd1T BY pEVELOPER ANO HIS ENGINEER.
~ 1aFl i 1 a5 NCR ~ >}fl as ~ ~ tlrl FF I os wMR ~ >in F< Nr " o ` N~a n R ~o~a111 o s ~H~ ~ 16. FINAL INSPECTbII BY CONSTRUCTION NJSPfCTION SECTION.
~ !FI N rr 1 5~ NCR ~ ZiR fin. j~ iEO NR Sao w~ j~,~; IR Nm~rr Ilk ago M;w IIt1 ~ ~ s ~ ~N;h~? ~ t tt a r.. a311c66s ~ t iT ~ a111~€s ~ A ~ 9n ~p~s ~ t E1 1 1 a17 ra6s ~ t R ? ~ c ~1 ~c~s
g{~t~IT ~rt ~~61
CALCULATIONS' CALCULATIONS: ~ALCULA TlONS: ~,CUUTIONS: SALCULATIONS. GENERAL SITE NOTES:
ftON iCT6k 1.06 as r ~ G n ~s zu1 as gbp~, u6 ~ iii a~ ~s 1 Y 13, THE CONTRACTOR SHALL NOTE THAT TFN: DRAWINGS ARE SCHEMATIC M NAVE AND DO 1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROIA TOPOGRAPHIC SURVE NOT SHOW EVERY OFFSET, 1RMISITION, FITTING, ETC. THAT MAY BE REOUTAEO FOR
>JRfI~ I#6100UNE0 QOi h(RES Ok 161 f" St Sl~fki. 7.01 >~[S i;•? J15.St Sf ~IQ WU RS~OAt ~i!7R 990.15 A S~I61iQ Nf~l ~p,1iEU Q.DI ~S OR 591.96 Sf S~IfICE NU P[gII~U QOI 1fR6S 06'70.11 Sf 65716 i'"J V~„~Q 11911 ii") t;6l.13 f1"J 11XUo- 81718 Fl"3 311,H fi'J PERFORMED BY: HORNER-OLOOR R ASSOC., P.A. A OOIPLEIE ANO WORKING SYSTEM.
~l~~,r:11l1f1g1!S19 61 ~~'O.9Jr1(A1295 Fl ~11,N610i11L10 i1 ~ SHORT pJ DU-S2Fi0R1120 iT $HDP~ 1x8.81 fl~'I05G II 3t SALEM STREET
SI~(?Q N4A PROIUfO: 512 00 Si SUI~10[ MG PA01~ 17900 Sf P(~li~iq SF I SURfhC! AREd PRONpEG h1800~ Y i , SU6f ~ ~A PPIn)l'1gEU 212 OC S~ THOMASVNlE, NORTH CAROLNN 27J6p t4. ALL RERi/iS RELATIVE TO PROJECT MUST ~ OBTANVED, PROR TO CONSTRUCTION. ALL caNSTRUCnc1? To eE IN ACOORDANC[ wrn PERMTS ISSUED ANO APPUCAeLE STATE, 1ST '
'AIIA[ PRUAfO:>021.00 f1"J Y~At dJ6.60 Fl'J Yal1~ P(~AEP.1916.fp ~J I ~ 1196.0 F1'} ~ 181.011 6'"J 2. 1, a All uTtulES sHOwN aN >?~SE PLANS ARt BASCO ON THE THE LocA a1s SHALL THE EXACT LOCATION aF QTY ~ IOCAI cooES ~ I T AYAIIAABLE RIF'dIiMATKXV. THE CONTRACTOR VERiY ~ ~ ~l Y p
TEMPORARY SEDIMENT TRAP /11 TEMPORARY SEDIMENT TRAP X112 SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET uTNJTN:S 1MTH THE ulllltt owNERS PRN1R To caa~ENCaIENT OF CONSTRUCTION. . TH ~ ,~pp,,,, 15, THE CONTRACT011 SHALL VERIFY LOCATION AND ELEHATION Of ALL tNA6tgtOllF~ UTIl111ES E "'V
AssuMPTIoNS: ASSUMPTIONS: NOT Y SHOWN ON PLANS AND WHERE r 3. All HANDICAP SITE FEATURES SHALL 8E CONSTRUCTED TO MEET ALL FEDERAL STATE LOCATION OF ALL EXiSTNrO UT1111ES ARE SHOWN ARE ONLY APPROXIMATE. 1FIE CONTRAC STaJIII ON FNS INI'fIAnVE AND AT NO ~,A ~
fig; ufl f( 1 ~ GS iMJtR AFi ff 1' QS N/+16 I AND LOCAL CODES. EXTRA COST HAVE LOCATE6 ALL tgt01~1 lAtES AND STRUCTURES AS I~CESSARY, i 0
tifl 1Y f S80 N(IR ~fi N fr S~ N,hN , ~ NO CLANsIS FOR QAMMiES OR EXTRA COIgtENSATKk1 SHALL ACCRUE TO TlIE WIITRACTdt r ~ 4. ANY DISCREPANCY IN TENS PLAN AND ACTUAL F~LO CONDITIONS SHALL BE REPORTED FROM THE PRESENCE OF SUCH PIPE OTHER 08STRUC110NS OR FROM ANY DELAY DUE TO TO THE ENGINEER PRIOR TO START OF CONSiRUCTtON• CONTRACTOR SHALL BE REMOVAL OR AN THE SAME. THE CONTRACTOR SHALL 8E RESPONS~IE y
~ t fl ~ 0.26 SAES ~ t Ff d ~ !.36 ?~AES RESPONSIBLE FOR VERMCAliON OF All SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN Y REARR CEMENT CONTRACTOR IS RESPONSIBLE FOR FOR AN DAMAGE TO S'AtUCTURES.t' j
~lEM~t + ~ Hl~t 16t HEREON BEFORE BEGNNNO CONSTRUCTION, CONTACTING ALL NONStlB9CAt8111C UTILITIES, 1F4E CONIRACT~t(S) SHALL CONTACT NORTH ~l
CALCULATICNS ~LCULATIONS: f~(,~+~; C16 1TS f1~jC~r 7.93 aS 1R t CONTACT All OWNERS OF EASEMENTS, UTiUTtES CAROLINA CALL" AT 1-800-N32-4949 FOR ASSISTANCE IN LOCATING E%ISANG UTIUiIES. 5. THE CON AC OR SHALL CALL AT LEAST 48 HOINiS PRK>R TO ANY DKiCING, AND R•O.W. S, PUBLIC OR PRIYATE, PRIOR TO WORKING Hi TFESE AREAS.
I SIll6~ >~E~ Rf~EP a01 u86S ok 732 u1 SR 9~f?fF ePI1 ~a19E0 as 1f~S 08111352 Sr 7, ACCESS TO UIiUTN:S, FIRE HYDRANTS, STREET UGHTNJC~ ETC„ SHALL REMA81 18. FOR BUlLDINO OMdENSIONS, SEE ARCINTEC1URAl DRAWINGS
~ 11109 f?"3 114'1 fT"J SH~r~1086F1~!1~ it 1{71fiG11411 fl I u1~IS1I~eED, ura.ESS coataNAlEO WITH RESPECTIVE uIiI.ITY. r6Ei YaU DIG!
>IJRfut ~1PR~DEG J3sa si i~al~f ,r~"'+~¢!800ocSf ~ S 17. LANDSCAPE PLANTNyGS AND SKAi tOCA1101~ AT ENTRANCE/EXITS Hill ~ MISTALLED NTA NE-CALL CENTER 9. DO N01 SCALE THIS DRAWMG AS 1115 A REPRODUCTION AND SUB,ECT TO ANp MAMIT SO A5 NOT TO RIIERFERE WITH SKNiT DISTANCE NEEDS OF DRIVERS C~ ~
qLO PB~f~ 616 OG i i J ~D, J600.OC Fi"J ! r, asTOanoN. ABED l-~Q-632-4949 NV THE PARKING AREA MID AT ENTRANCE/EXIT LOCATONS, PER LOCAL STANDARDS.
tf 10. All UTILITIES TO SERVICE BUN.DING MALL BE UNDERGROUND ON SITE UNLESS OTHERWISE NOTED. t T AL T4 LOCAL REOUEtfMENT dt STANDARD PRACTICES 8. SEEDING 0 BE NiST LED
11 it. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL 19. PRNXt TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL 8E RESPONSIBLE TO These drawings are inatrumertts of service and shill rte>sin the property ofitte
DUE TO CONSTRUCTION OPERATIONS All STREET SURFACES, DRIVEWAYS, CULVERTS, VERIFY THAT ALL REtlUIRED PERMITS AND APPROVALS HAVE BEEN OBTANVED, NO engineer whether the project far which they arc made is executed or not. 'Choy are
CURB AND GUTTERS, ROAOSN)E ORAMIAOE DITCHES AND OTHER STRUCTURES THAT ARE CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEpN UNTE 111E CONTRACTOR HAS not W be used by the owner or any other person on ofkr pmjecls ix ext~tsia+ts to DlSA1R8E0 OR DAMAGED NI ANY MANNER AS A RESULT OF CONSTRUC110N SHALL BE RECEfVED All PLANS AND ANY O'iFiER DOCIJwIfNTATICN FROM All OF THE PERMITTING AND this pro' except by a cement io writing and with appropriate camper ion b
REPLACED OR REPANIED NI ACCORDANCE WITH THE SPECIFICATIONS. ANY OTHER REGULATORY AUTHORITIES. fAILURE OF THE CONTRACTOR TD FOLLOW THIS ~ ~ PROCEDURE SNAIL CAUSE THE CONTRACTOR TO ASSUME FULL RESPONS181UTY FOR ANY
SUBSEpUENT MODIFICATION OF 11N: WORK MANDATED BY ANY REOIH.ATORY AUTHORITY.
ti t2. COMPACTION AND MAINTENANCE Of PROPER MOISTURE CONTENT OF THE S0~ UNDER C Copyright 2003 by Weskop QnBieeeriog ~ Coa~ulting, Pt:, All Rights Itaaavad BUILDINGS ANO PAVED AREAS SNAIL BE ACCOMPLISHED 1O ACHIEVE 98% OF THE 20. ANY AND ALL pUANT1flES SHOWN QR IMPLIED ON TFN:SE PLANS ARE FOR ESTIMATION Except as permitted tutder the United States Copyright Actof 11716, tro put gflFas
STANDARD PROCTOR MAXNr1UM DRY DENSITY OR AS RECOMMENDED NJ 1}IE SOIL REPORT PURPOSES 01N.Y. IF AVAILABLE . document may be reproduced or distributed in apy forth a by aey means withcatt
~ ~ the written permission of Weatcott fsaginaerieg ~ Conathing. PC,
tOCATiON
1
I I .
- N.C. HIGHWAY 109 -NEAR WA~.LBURG .
ABBOTTS CREEK TOWNSM(P
/ i _ ~ ~ - I _ / ~ ~ i ~ DAVIDSON COUNTY NORTH CAROLINA ND' . _
~ ~ _ I /W
/ t ~ 00 ~ ~ I - TI T ( LE
_ - - - 32+ ~ _ - ~ C - - l- - TEMP. CONSTRUCTION ENTRANCE - - I EROSION CONTROL LEGEND
q+0 - 3 +pp ~ - _ ~ ~ I (SEE DETAIL SHEET) % ,'1
~ ~ - _ ~ - ' 34+pp ~r ~ ~ ~ ~ DIVERSION BERM ~ ~ ~ -s•rs _ Ara isr ~
~Q ~ _ _35+00 ~ _
CONSTRUCTION ENTRANCf ~ r r-
ti ~ + n , M _ _ _ 38+CO 39+49-~- 40+4C I _ _
'L ~ s = TEMP. SILT FENCE
~ ~ i I o 1 I _
~ ~ I ° ~ I' ~ ~ ~ ~ U~ ~ ~ '9 d I I a' ~r N PROJECT N0. E-217 +t++++++u,, yr
I a1 ~ ~ nII _ o C --910 TEMP. SEDIMENT TRAP S!~ y ~ DATE. 6/19/03 ~ ,
~ + ~ k~ ~ n + ~ SCALE; AS NOTED
~ t ~ ~ ii N7 l ~ ~ ~ ` ~ ~
DISTURBED AREA: I o h o I DWG. BY: SDT/LRE z _ - o ~ I o24u
7,22 ACRES I I a ~ -
CL CL _W906ii0p, i SHEET ~a;o
Graphic Scale
4 of rrarrr~u~~` 100 50 0 100 200
1 inch ~ 100 feet WESTCOTT ENGINEERING & CONSULTING, PC
4135 MENDENHALL OAKS PARKWAY, SUITE 140
HIGH POINT, NC 27265
PHONE [phone] FAX [phone]
40

n . ~ ~ ~F1~ ,r. ,.r
~ " ,.C
f _ _ _ _ - _ _ _ - _ _
CONCRETE _ _ _ - - - _ BLOCKING -.1
` ?~-0" GR TO UP t~ Ga'-'ER, CURB, PA11~~yy£NT PATCH OR EDGE OF PAVEMENT H?TtiaN 3'-D" OF SfC'tWD SAW CUT
~ _ _ - - _ - - UNDISTURBED NOTE: J) FULL LANE RfSURFAC/NC MAY Bf RfOUrRED J~ 1J J=0 MAr Bf REOUlRED AT THE OrSCRfTION
------_SOIL D CF TRf ClT` £NGMfER CvL DESIGNEE
A
E _ _ ~ ~'r A-A lN1nA( cur I s-B < SfcAND SAW cvr
- - - - . • .f.,, ~~.,,~,~t?r - - - - ~ S'
i i, ~ _ _ - _ _ - _ _ B A A B U APACr# DR. fXlST '1~-0' r`S9.5A L-~-_~_ '?'-D" ~
11' MINNIUM _ _ _ _ _ ~ _ - _ - _ _ _ t~' MAwMUM ~ 6x8x6 HYDRANT TEE _ _ _ _ _ _ _ ~ _ _ , PNtr f , Y~
8x2 MJ TAPPED PLUG _ _ CENTER LINE 1x8 BRASS NIPPLE _ - _ . - - _ - . - . - _ - . - - 3`H9(k4 $l1E
2 in. VALVE TREADED _ _ _ _ _ - i ~ Ex. BASE
Il~lw'llldllilG~7l~(I~t~7/ldl~~lU EDGE OF PAVEMENT _ - _ - - _ _ _ _ _ _ _ _ _ _ _ _ . _ . - 3 - - - - _ 6' MkV, ABC ~ COURSE .
ROAD RIGHT OF WAY ~ - - - - - - - - . HAYIdORf DR ,J,.. ,z SAY - 1 ~TYP J~
7 J j Q Q MICKEY RD.
/9X1: l:?.v ~'~.v i~~f ~V/i.- ~ ~~1,1't coMPACricw Rfou~En AFTER TRENCH F/CL ~ COMPACTrON
I ~ i t a BASE CCYJRSf PACED RfOUlRED AND COMPAC7f0 (TrP.) ON SUBGRADE ~Q~
L' ~ ll I ~ ~TrPlGAv ~r~o~ N. a ODF'EI.TER RD.
I NORMALLY 7 6' ~ N - ~ ' - - - _
_ - _ No. s~ 2 in. VALVE ANO BLOW OFF 4 _ _ _ _ - CLWPACTfO -J' eACKra( NOT TO SCALE
aEAr+ ! i _ sTONE s GATE vu?,; wTH ~ _ - _ _ _ _ - _ - _ _ - _ _ - - _ _ - i 1?'-~---N 0~ HL 1?`
I, scREw TYPE vuvE eox - - _ . _ _ _ - _ _ ~_-UNDISTURBED ~ _ - _ - - - SOIL ,BED VICINITY MAP
- - - - - ~ I~ - _ _ _ _ .
6a6~E HYDRANT TEE ~ - - - y _ - . _ - _ _ _ I ~o _ _ - _ REV DATE DESCRIPTION ,
~ - - - - CONCRETE DRAIN HaLES To eE I ~ - - - - - - :RETE
FREE of co?~TE - ~ ~ I ~ ~ a' a~ ,">f. ,9~^~ C _ _ _ _ BLOCKING I i I f I r ~ ~ ;KING
/ _ ~ - CONCRETE I - - - _ THRUSTBLOCI( - t~'~~'v~' ~ if._fl.i%-{~ ` ~
- - , ROADWA Y
- - . ~ ~Ck ~ . F - - - ~nGU. 1.- '~f t~',~l ~I t; ~f f- U Rrtk ~ - J -
_ - _ . _.,,jf. ~ p tCi[ we Jf ,`tit - - - - - - NOTES:
~ n9.08 INSTALLED M Tµp (;r7S OF ?-7/1"
5 _ - - MATfRrAL DEPTHS SNOULJ fOUAL £XISI/NG, PLUS 1 ; OR M/NlMUMS SHOWN (WHrCN EVER !S C,RfAtE.R)
_ - - - FILL MA7ER~AL COMPACTE(? TO 95X SIANOARD PAOClOR UfTS NOT Tp EXCEED 8 /NCRfS
PROWDE TACK COAT TO Aa VERT/CA( PAVEMENT SURFACES
_ - o SECOND PAVEMENT RfMOVA UNf B-B TD 8f SAW CUT CNJLY
MAr VARr BASED ON F>E(J CONDlT/AN5 AT DlSCRfnON OF FlfLD lkSPECTOR.
STANDARD PAVEMENT REPAIR FOR PIPE UTILITY
12/20/94 PAGE A 12 20 94 PAGE D PLACED UNDER EXISTING PAVEMENT
1220 94 PAGE I PAGE I
ROADWAY
NTS
1. Pipe; SDR 21 Lengths 20' Max. 2", 3", 4", 6", 8". Pipe must have vuvE eoz co~cR NSF/PW seal stamped on it. Est have
~i'YG'U11/!~L'dYl~~rllylr~"1!r> > ~(~Ir~~~Ult~l~kVlifGi4I11~(( _ - - . - - - _ - . - _ - - _ 2• Valves; AWWA Stondard speciflcotions. Valves shoA open left,
- - - - - - ~ ~ - _ non-rising stem. 200 PSI working pressure iron body, resilient seat - - - - - 't, ent seat t.s' S9.SA az ss.se ASPHALT CONCRETE
- 1 ~ _ - _ _ - _ - .gate valve 2", 3", 4", 6", 8", Mueller, M dE H, American Dorling, ling, 8" CRUSHED STONE BASE (NCDDT A(tCREOATE
II - - - - - Kenned, BASE COURSE TYPE A OR B)
I - - - - - - - - - , Ili - _ - - ~ - - - - - 3. Fire Hydronts; AWWA Type Dry Top Nationol Standard, Traffic type. COMPACTED SUBCRADE, SEE SPEgflCATIONS type. FOR REOURED MATERIALS '
- ~ ~ ~ - - - - 4 1 2 valve enin 1 1 2 ent. tw 1 0 !n s one 4 ne 4
. _ • - BLOCKING / op 9. / p 0 2 /2 pen g , _ - - _ - _ - _ 1 /2" opening, bronze to bronze sent, yellow barrel, red bonnet cops, Tet cops,
~ ~ ~ - - 1, _ - _ - _ not less than 3 6 bury, open left. Mueller, Super Centurion 200, . • _ In 200,
' - TAB eAacrxl ~ M do H #129, American Darling, MARK 73-1, Kennedy, K81A. ~I - _ ,
- Ij ~ ~ - 4. Fittin s• Ductile Iron - _ 9 , t' R -A. 4 . S. . 1~ y
ll ~ . - - - it - _ I Push on, M.J• . ,.'p t~.
- _ ~ All fire hydrants shal? branch off with hydrant tee and most stub stub ~I i I- I _ ~ I -I i = I ICI . l ~I I
I outs. ~ , - l i=1 11-11 ~I I hl I I`i I I_I I ~I 11=1 I hI .1
„ , _ 'L _ _ ~ UNDISTURBED
SDIL 5. All MIPX Bell Adopters 2" and 3" shall be Harco. FVC MAIN ~ °l' PVC MAIN ~ _ - - - - _ ~ ~ ; sueaRADE COMPACTED TO A MtNOrWM saez STANDARD PROCTOR MA1tMUM DRY DENSITY (ASTM D t~8). REFER
' .:J~-' 6. All threaded p' a (Hippies etc. shop De brass 2" and 3". ~P ) TO SOILS REPORT IF AVAILABLE,
_ ~ _ 7. Valve boxes 5 1 4" cost Iron with WATER written on the lid screw / , type. screw
~ - e ASPHALT PAVEMENT DETAIL
- - - 8. Meter box plastic 12" deep Brooks #1419-12, Jones, Mater box lid, - I- - ,o>< lid, NTS k~1sr
- - - - - solid cost iron 15 Ib. min. f ~ _ ~1L:kfiY
f~~° corh::~e% aw I/0/7 O%/J~S, /'/cre co~-iefe 9. Linesetier; Ford LSVBHH41-233W, Mueller 8-2418E-2A with A, v
P J H-14222 and H-14227 and pieces.
f ~ . , . , . - 4 _ . f~;itll~ ~ ar~~ fora a /e ui/e~ for r~arirz~r~ area ry 9 0
uNDISTUReED sox ~ ""P' ~ ; ~ ' 10. Tubin T e K Copper ASTM B-88. . ~ ° r _ c ~~%n5f unsisfurbes Soil, ~lllfiff~iz 5 fo be g'
- 11. Cor oration sto s• Ford F-1000 Mueller H-15008. ~ ~
wrap ,es with IO rnl, l efh/erg Rio/ % iir~ p p ' ' PoY P P~ ,
6/c?C~~ , C/~3000 /'~,~COr,~/ete. 12. Service saddles; Muller H-134, Ford S70, CC Threads. ,t
12/20/94 PAGE G 13. Topping sleeves Stainless Steel, full rubber bock, JCM, Romac-SST, c-SST,
Ford, Smith-Blair. SOU DIC2
CONY ~ f3 ALL CENTER
1 9
12/20/94 PAGE B~ These drawings arc instruments of service and shall remain the properly of tlk cnginea wbethor the project far wltich they are made is exaunoed a not. They are
CONCRETE UNDISTURBED rat to be use by the owner or aay other person on othrr projects a cites m
_ BLOCKING 1 _ _ _ S_OIL_ 1 _ _ _ _ _ 9 25 94 - _ - _-L. this project except by agre~ot in writit~ and with approtxiak compensation to , 9 25 94 the engirber.
utliliHWlrWliYfai~ t nuuur~,m~~:u~a,~mtW~ur~,~rWU,~~ - - - - ~ - - - - ~ - - - - - - ~ eo+e• ?dN, f
j ~ - - _ - - - q copyright 2003 by Westcott E~gineuing & Canau~, PC, AU Rigfits Reserved.
- - I • ~_O' Except as permitted ender the United States t^opyr~lat Ad of 1476, m part of this. ~ICHT-OF-wAY dcewnent ma be re cod or distributed in form ar nremM rvidnW Y p~ ~y by ~Y
I ~ ~ ~ . ~ ~ ~ ~ • •t,060 Pi ~ the written permission of Westcoq Eogineaing k Cott4ultu~g, PC.
j 10' MINIMUM ~ ji I OOMg1[1E' ~ Q GATE VALVE I i i ~ I i e'- ' ~a'-o' e'-o' e'-o' ~ SHOULDER PAVEMENT SHOULDER dTCH
AND BOx b ~ii ~ ~ ' " I'; ~ _ _ ~ I i slo~E ATI
r t• 4
- - - f - ~ • ~5' BEND - - _ _ . i ~1 ~ .
- - -
~ - III - _ , . _ - ~ I I~ ,
CONCRETE - I v .E: 9 _ _ - - CONCRETE BLOCKING - -
BLOCKING - - - - - - i n ` i - _ - - - - CIASS A CLASS B N.C. HIGHWAY 109 -NEAR WALLBURG
CONGlETE ARCH ORAIMKAR FOUNOAIN7N * M~• ABBOTTS Cf2EEK T01~JSHIP
~"a x' DAVIDSON COUNTY, NORTH CAROLINA Rot.wc rt r .
~ HM.LY t-1/rt STBC OR ABC
J f f f Y COYPACIEO TITLE
BACKFtl ~ n ~ IAO~ ~ 7
CONCRETE TYPICAL ROADWAY SECTION
BLOp(INC ~ tips
- - - - - - gc _ - -
Ez~snHC oR r MN. ~ uEhR eou~ AHD w - - - . - - - PROPOSEO ~ s• wx
_ PAVNIO 1 - _ - _ - _ _ _ - . . - _ - : _ - - - _ - _ - r-UNDISTURBED 6` - -
- - i - : - _ SOIL . - o - - _ 1 ~irr~l.rrr~ _ - - - i•;
I . - - - I - ,
I _ a~ssc aASSD PROJECT N0. E-217 ~„tuutq ~,ka,
~ YN. --TAMIED BACKflLL I ' ~ ~ _ - _ CRANUTAR FOUNDATION M1 lUBCRADC 4 MAX i i I i ,ass DATE: 8/19 J03 ~
; ~ _ 5 SCALE: AS NOTED
_ _ - _ - _ - ' `y_ - - _ _ - _ _ - = D~n+ av emolNC LEGEND ~ TYPE K COPPER TO HDU9E- _ _ _ _ _ _ - _ _ CONCRETE MA1aMt EE1011 PPE ~ ~
L+,IE ~ _ _ _ - - - _ - _ - - - _ eLOCKINC B~. ouTS+oE ow~ETER 4'~ d-c~1 DWG. BY: SDT/LRE tl2444 r / ~
. ~ - - - - - - - - - - - _ - _ - D N ~ BACKFlLL COMER ABOVE TOP OF PIPE PPE 0 9AHD OR LOCALLY - - - - - - - - _ e a~ w~ ~ c~K, eY: I~w ~ .
~aaanun acmiw: - - _ - - - - - - - - 17" !SMALLER T
4' Wl ss _ 30' TO W 4' u ¦ m~u[ w~l wa SHEET
_ . _ . _ 00 ALARM r d ¦ DEPTH OF KIDDWG MAIERIAL BELOW PIPE PVC WAN J
MI'IMSA00lE - NOTE: 5 of ,a
USE 467M OR A.R.E.A. (AMERCM MWAY ENOWEERINO
Typll"AL TPEN'T' SECTION AND TYPICAL TEE WITH PLUC A990C,) #4 STONE FOR ZI' AND LAROFR PIPE. T CONSULTING WESTCOT ENGINEERING , PC
4 MEND S PARKWAY TE 140-
PIPE BEDDING DETAIL HIGH 135 ENRAGE OAK POINT, NC 27261 ,
N.T.S.
112/20/94 PAGE C 112/20/94 PAGE H PHONE [phone] . FAX: (336)$!2-w-9075

4 , _ ~ - r" _ _ a_'i~ '~~~'~"'1 yk S~~l~.l dory ~M~ s t < ~"1. . 7t r
. - 9 .i
,SY..Y,
S~ ,l~ NORTH AMERICAN GREEN MNTE To AN SEEDBED PRERARA'~1N
DRIVE STEEL POSTS te' INTO GROUND FENCE POSTS 0 TER f TO THE MiRE THE Fil ABRIC MAT LINED CHANNEL AND EXCAVATE A e' x e• TRENCH uPHIU ~ ~ ~ FENCE FENCE ANO ExTENO 711E 80TTON OF tHE
CHANNEL ALONG THE UNE aF POSTS. B' WTO THE E%CAYAiED TI~MGI. FABRIC 8' WTO THE TRENCH. 1, U$E A SS'1NN1F~TiC FR..iER fABRIC 1 1. INSTALL SURFACE WATER CONTROL MEASURES ACCORDING TO PLAN, c FN.]ER FAeA1CC oR A PERVaus SHEET OF PaYPROPYLENE, NYLON, ~
DEPTH -I POLYESTER, o~,~sx~ETHnE++E 1'AJtMi, AS CONFORMNlQ TO TIdE REOUIREMENI METHYLENE YARN, WI~I I$ CERT~D ®Y THE MANUFACTURER OR S~PLIER 2. AREAS TO SEEDED SHALL BE RIPPED AND SPREAD WITH AVMIABLE TOP " ~ " SQL 3 DEEP. ~ TF~ REQUIREMENTS SHOWN BELOW. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4 T4 6 DEEP. h
` " SYNTHETIC FILTER FABRIC SHOULD COI hBRIC SHOULD CONTAIN ULTRAVIOLET RAY d~NSITORS AND STABILIZERS TO 3. LOOSE ROCKS, ROfiTS AND OTHER OB5IRUCTIONS SHALL 8E REMOVED FROM THE SURFACE SO "~Y
PROVE A Mq~YNJM OF 6 MONTHS OF OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION I.tfE AT A TEMPERATURE THEY WN.I NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF vEpETA P~
MAX. B' RANGE OF 0 1d 1201'. BETIMEEN If. 114N, 4. If NO SOIL TEST IS PERFORMED, APPLY 2 IONS OF FINELY (St0UN0 DOLOMITIC Lq~IESTONE
POSTS 2, ENSURE THAT POSTS FOR SEDIMEI OSTS FOR SEGMENT fENCES ARE EITHER hdrCH GAMEIER PINE, 2-INCH PER ACRE, 800 POUNDS OF SUPER PHOSPHATE OR EQUIVALENT PER ACRE, AND 1,000 POUNDS 4 T
C DIAMETER OAK, OR 1,33 Ib/LRiEAR FT, r STEEL POSTS HAVE PROJECTIONS TO i 1,33 Ib/Ld~tEAR FT, STEEL WITH A MINd+NJM LENGTH OF FT. MAKE SURE THA OF 10-10-10 FERTILIZER PER ACRE. LIME, SUPER PHOSPHATE, AND FERTILIZER SHALL 8E x APACHE OR PROJECTIONS TO FACILITATE FASTENgiG THE FABRK;. APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING STEP TWO ABOVE. .
2V GENT OF STANDARD STRENGTH Fd.IER FABRK;, USE WIRE FENgNG N1TH A 5. APPLY MULCH {GRAIN STRAW) AT A RATE OF 5,000 POUNDS (2.5 TONS) PER ACRE,
P P 3, FOR REINFORCEMENT OF STANOARI ,Mp 0~ g ~p'~' p~~ MiNIMUM 14 GAUGE ANO A MAXIMUM I 1 ~ 1 o ANO A MAXIMUM MESH SPApNG Of 6 INCHES.
i
A ~ I A ~ I a ~1. 1 '9EE8IY ii~IS
~ BSAd~(F LL THE TRENCH ANO COMPACT FILTERING EFFIgENCY 1 HAYMORE OR FKyENCY 1158 (Mkl) p~Y RIDGE ,
Imo-- B ~ THE soli FlRMIY To AJ4CHOR THE MICKEY ST PLANTS dt MIXTURES RAZES/ACRE PLANTING DATES ~ :NCTH AT sTANDARD sTREwcTH-
BOTTOM OF THE SR,T FENCE SO THAT SECTION TENSM,E STRENGTH AT ! RUNOFf FS FORCED TO 00 THROUGH THE 20x (MA%.) ELONGATION ; :LONGATK>Ft 30 ~,nln IN (MIN)
CHANNEL SLOPE = D FENCE AND CANNOT CO UNDER IT. STEEL PosTS HiRE FENCE 'HOG WIRE" ri- (14 GALICE IMTH MAX. I c~• EX1RA STRENGTH- TALL FESCUE 1 1• AUG. 15-OCT, at0~
i MESH SPACWG ¦ 8 IN. ~ ~nM ~ 00 LSS. 2. FEB. 15 -APR. 15 P0~ N. s~ a~ELTER ~D.
doff: BOTTOM OF FR.TER MUST SLURRY FLOW RATE 1 Y RATE 0.3 gol/!q it/mM (MIN)
DITCH NUMBER A B C D CHANNEL LINING/ HEIGHT, F~~+ FAeRIc SEE BE vLaCED W TRENCH r„ r SPECS. FOR MATERIAL AN Y TALL FESCUE 30 LBS. 1. AUG. 15-OCT, -
MA%. 3 D SECURED B PLACING T T T WASHED STONE TO A FIGHT OF (F) (F) (FT/F } STAPLE PATTERN M . W 2 BOTTq,I OF MiRE FENCE AND 8' ABOVE GROUND LEVEL. AND RED FESCUE 20 LBS, 2, FEB. 15 -APR. 15 NOT TO SCALE
~ FLTER FABRIC BURIED 8' IN VICINITY MAP
EXCAVATED TRENCH. 1 3,0 0,0 1.0 .0241 S75/D INSPECT SEDMIENT FENCES AT LEAST 'ENCES AT LEAST ONCE A WEEK AND Af1ER EACH RAdIFALL TALL FESCUE 30 LBS.
- - - - - MAKE AdiY REQUIRED REPAIRS IMMEDIA 2 3.0 0.0 1.0 ,0897 C125 D - _ / _ 1 REPAIRS IMMEGATELY, AND SERICEA LESPEDEZA (UNSCARIFIED) 40 LBS. 1• AUG, 15-OCT.
_ - STEEL POST DRIVEN SHOULD THE FAJBtIC OF A SEDIMENT f REV DATE DESCRIPTION OF A SEGMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR E, REPLACE IT PROMPTLY. REPLACE BURLAP EVERY 80 DAYS.
3 3.0 0.0 1.0 .0595 C125 D ~p o'~ _ Te• IvTO GROUND BECGME w EFFECnvE, REPLACE IT PR / - f~ - TALL FESCUE 60 LBS. JULY 15 - AU .
- _ REMOVE SEDIMENT DEPOSITS AS NECE! 4 3.0 0.0 1,0 ,0900 C350/E - woLUME FDR THE NExT RAIN ANO TD EPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE AND BROWN TOP MILLET 35 LBS, G :XT RAIN ANO TO REDUCE PRESSURE ON THE FENCE. TAKE
7 3,0 0.0 1,0 ,0900 C125 D CARE To Avao uFIOERMINING THE ~ MINING THE FENCE DURING CLEANWT,
REMOVE ALL FENCING MATERIALS ANO C MATERIALS ANO UNSTABLE SEDIMENT DEPOSITS AND BRING TALL FESCUE I 60 LBS. _
8 3,0 0.0 1.0 .0595 S150/D THE AREA To GRADE Afm sTABILIZE r SILT FENCE D_ E TA_ I L HAS BEEN PROPERLY STA81l1IED. ANO STABILIZE IT AFTER THE CONTi21GlT1NG DRAINAGE AREA AND WINTER RYE GRAIN NOT RYEGRASS 25 IBS. NOV. JAN: ( ) r STABILIZED.
9 3.0 0,0 1.0 ,0897 C125/D NTs
10 3.0 0.0 1.0 ,0241 S75/D WEEPING LOVECRASS 3 LBS. MAR. 15 -JUNE 15
AND SERlCEA LESPEDEZA (SCARIFIED) 40 LBS,
TYPICAL DITCH SECTIONS 8 LBS. (HULLED) 1. APR. 15 -JUNE 30 COMMON BERMUDA GRASS 10 LBS. (UNHULLED) 2. FEB. -MAR,
- oESSeI AdxAEGATE 91E -USE s-3 MICN wA9HEU sTGNE - ,
allENSals aF dtAVEL PAD - TWCIMESS • e TICKS IM~MIN TAD1H • 1Z FOOT MNMUY pF Full MIDTN AT Au PONITS aF hIE
vDilaNAll ENTRANCE AND EXIT AAEA, NIiCilE14R IS GREATER LENGTH • 9O FOOT MNWM
lOCA1N111 ¦ LOCATE C01151RlICAON ENTRANCES AND EXI75 TO LI/T SEOMEIIT FRgI LEAIMIG TK 911E AN6 TO PR011pE FOR MAXMNIII _ :kc
U1ElTY BY ALL CONS111UCilON IfNICLES AYOD S1EEP WAGES . AND ENTRANCES AT CUiWES W PUALIC ROADS - _ 1 _ ,i
- i-, SIZE COIOITipNS MAY REOIAAE VAAIATNNIS FROM THESE OE9p! CRIlER1A VARIAIN>f115 IMII 8E OE7ER?MIEp Ku'
CR APPROVED BY THE APPROPRIATE T~1i EROSION CONTROL AUIiIOAITY,
Do ROw ' ~ 3D0 :w1v,~^ `J~ W ,
/ / ^1 4µ / / i+ 1
~ h~
r COMPACTED 2' MIN E-- Sa<l
, fry`,:, ~,t ch
~ f~,ti~~~ - ` OUTLET Do 3Do Lo W ~ i ~
` ~ - f~~ NUMBER (IN) (FT) (FT) (FT) te" MIN F1' - V ~ = --~-~-„---r-~ ~ .
/i.,f'::., emu. ,~ti~ 1 15 3.75 18 8.45 _
, a~t -'h.~~, La - _ - - La 2 15 3.75 6 3.75 _ - ~ -
=-u; -y-.:dlrr-' fi'r' l~' 3 36 13:25 16 13.65
~ ~~v .~_~rL ~ ~ NOTES: 6' tYPICAI
a' ?aN. J E- ~ max:, sxsb.~,~'`? PLACE R~-RAP AR01 4 30 7.5 47 21.3 R~-RAP AROUND PIPE AS DIRECTED
Tess ^~r ,~d' BY THE ENgNEER, E ENGINEER. 5 30 7.5 39 18.1
a CONSTRUCTION SPECIFICATIONS
OOARSE AGGREGATE :~'sy Jam, I, REMOVE ANO PROPERLY DISPOSE of ALL TREES, BRUSH, sT1~IPS, ANO oTHE7t
~ OBJEC110NABI,E MATERIAL j otc t~oE
2. ENSURE 1HAT THE MINIMUM CON9IRUCTED CROSS SECTION MEETS ALL DESIGN r` x REQUIREMENTS, : , y
Y"
CONSTRUCTION ENTRANCE DETAIL - - 3 ENSURE THAT THE TOP OF 111E DIKE IS NOT LOWER AT ANY POINT 1NAN THE r~ - DE31t71 ELEVATIQN PLUS THE SPECIFTED SETTLEA~NT. -
NTS srNTnEnc r~TEe ~ i--1;;= FAEiRtC (AS PER NCDOT - _ - - 4. SUFFICIENT ROOM AROUND GVERSIONS TO PERMIT MACHINE
SPEC Pt 056 TrPE-2) - - RE~I AMD'CLEANOUT,
- - CLASS 8 _ - RW-RAP cuss e ~-R+w S. VEOETA ~ RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WA,L
Ex ,ROUND ~ sr RBAIAW iN Lfl6 1HAN 30 MORKIMG DAYS.
~ til, tfiY MAINTENANCE 4 ~
-t2•-~ RIP-RAP 0 _ I' RAP OUTLET PROTECTION DETAIL F ddSfECT TE?~oRARY avERg01tS p~CE A WEEK AND AFTER EvERY RAd~'AU. r+~,
; STAPLE PATTERN GUIDE NTS MwEDIATELY REMOVE SEDIMENT FROM 1HE FLOW AREA AND REPAIR THE ~ Q
L' ~ . ?Ls, ~ ~ g" ~'.Scm-'25cm1--{~-- -il_ ~2..-5" iSCm-125Cr!,`' OIVFRSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS A5 ~ Ia~DEO, WHEN T11E AREA PROTECTED Is PERMANENnY STABILIZED, REMOVE a
1HE R1pGE AND 1HE CHANNEL TD BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE 11,
~ ~ T AAA'` ~ i 1 a.~ ~ h ~ i l ~ z
i ~ n 2 ~ ' l r ; i ~ ~ ,r ~ . ~ L ~ ~ (iS an) ~ 3~ I, .9 rr, n Ii tt Seo S
Y~ ~ > i~ i , ~ ,I NORTH i ~ ~ 6~ ~tflml L Q ~ TEMPORARY DNERSION BERM DETAIL
~~~~y . > I ~ AMEBIC, ; ,i+;~ ~ ~ i I . , GREEN NTS BEF'OitE YOU DIG2
~~,JI ~A~ ~V/ ~~~A, ~ T5 cm ~ CUNTACT 4NEfiALL CENTER .
~ ~ ~ ~ ~ ;/j~/~ ~ ta6a9 HiGHwar at NORrH 1-8(1A-63z-4944
i l1~ / ~ . 5 EV~NSJILLE_ ~N 4',725 T \ ~ ~ 1~ ~ ~ ~ ~ ~ ~ I li USA !-800 7,~ 2040 OVERFILL 6" FOR SETTLEMENT
/ ~ ~ J ~ ~ ~ ;1 CANADA 1-B00-4a8-iOaC DESIGN
~ ~ ~ ~ www.no reencom T r-4 I i ~ ~ 9 ~ TLED 1 - y ~ i 'zr~ I l ~ ! I TOP These drawings are insUUtneata of service and dell ta~iu die property of'dte
~ y (J - ' ( MIN 21 " engi~er whether the project for which they are Bade is executod a They are dIN ~ rbt to be used by the owner or any odter perwn ~ odter ptajectt a ~iom to CONSTRUCTION SPECIFICATIONS
;~~/~~j~ ',~j 7~ T . ! ~ ~ 0 ? S ~ APSES PER SG +D _ ~ _ I thu projod except by agreematt is writing and with appropriate to , _ ~ ~ ' I ~ ' ~ 1, CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND the engineer.
' ti.. ~~~A~ A//~ 1~1~ ~~A, . ~ (G 8 STAPLES PER SU M) - ~ _ _ .dye I 4 FT MIN ~ - - - , ~ , , R00T MAT. REMOVE ALL SURFACE SOIL CONTAINq~IG HIGH AMOUNTS OF ORGANIC MATTER AND
~ Q ~ 2'-S' For blonkets with the o tionai North American - ~ 1,5 FT ~ ~ Green Dv. system'"plate s,ap~es,stakes _ 1:5 FT ~ ~ - ~Ih Ill f~~~ ~ ~ _ - ' - 5TOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJEC110NABlE MATERIAL TO THE ®Copyright 2003 by Westcatl Exngineering & Consulting, FC, All Rita Rtaiavod, - - r A DESTGNATFD DISPOSAL AREA,
~~~-~~A %j~/i ~ ~ ~A/` through eo~h of the BLUE cc~'ored dots Except as permitted Lander the Uaised Shea Copytigln Act of 1916, no pat oftlua 4 - - - ~ - - 2:1 SIDE docnroem may be reprodtaccd ar ditatibaned m arty fam a by t>Ay meero wltltoat
~ ~ ~ MAX FILL ~ , x ~ ' SLOPE MAX 2, ENSURE THAT FE,L MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ILL ~n~ the written permission of Westcott Eagiileairg ds Cot>euitittg, PC.
A ~ _ FILT) ~/~~~VA.\ . ' . . ~ . . ~ . '2~~-5" ~5c~-'2.5cm; I~- ~I I-''l'-5" i5cm-12.Scml ~ ,2..-5~ 5cm-1z5cm} /;r/~ 1 / , / i FABI FILTER ~ ORGANIC MATTER, AND OTHER QBJEC110NABLE MATERIAL PLACE 1HE Fq,l tN LETS NOT TO FABRIC - - 1:1 SIDE ~ EMERGENCY BY-PASS EXCEED 9 INCHES ANO MACHRVE COMPACT IT, OVER Fill THE EMBANKMENT 6 INCHES TO ALLOW SLOPE MAX 6" BELOW SETTLED FOR SETTLEMENT. LOCATION
V~~V~ V` 4'-8' i r ~ T TOP OF DAM _ _ - - - - -
6• ` ~ ~ ~ ~ (iGcm-1Spn ~ ~ ~ ~ I 2' (0.6mj 1.6' (0.5m) - - ~ (15 cm) ~'~~~j`~ I' z' I ~ ~ ~ ,w ~A,, ~ I .I ,09m% ~ Seam. Stitch," ~ -Seom ti?~h L::=-:.._ . _ 3. CONSRUCT THE OUTLET SECTION IN THE EMBANKMENT, PROTECT THE. CONNECTION BETWEEN 3 FT MIN 1HE RIPRAP AND Tt1E SOIL FROM PIPING BY USING FtI.TER FABRIC OR A KEYWAY CUTOFF
e 4 6' . - m~ ~ ~ I I NATURAL GROUND - ! 6 ~i ~ GROUND = ~ TRENCH BETWEEN THE RIPRAP STRUCTURE. AND THE SOH.. A) PLACE ,T'HE FILTER FABRK; BETWEEN THIw RIPRAP ANO 5d1. EXTEND THE FABRIC ,
+ p r n~~ F'(1 i ~ ~ T ~ ~ r1TC ~ ~ ~ ~ . RE~AR~ S B_r _RE INSTA~~NG 9LANKE'S, INCLUDING At~i NECESSARY AFPLICA IGN GF ,.ME, FERTILIZER, AND SEED. N. ( 3.3' ; :.Om' ~CTrOM ACROSS THE SPILLWAY FOUNDATIQN At+~ SIDES TO THE TOP OF THE DAM; OR 8) EXCAVATE A KEYWAY TRENCH ALONG THE CENTERLINE OF THE SPHIWAY fOINrDA110N
~uHEN 'JSINv CELL-O-SEED DO NOT SEED PREPARED AREA ~~ELL-O-SEED MJST BE INSTALLED WITH PARER SIDE DOWN. ~ ~ ~ 3.1' 1 Om '..6' (0.5mj ~ ) EXTENGNG UP 1NE SIDES TO THE H£K3HT OF THE DAM. THE TRENCH SHOULD BE AT LEAST 2
EEGiN AT ;HE TOP OF THE CHANNEL E`" ANCHORING THE BLANKET 'N A 6" (t5cm DEEP x 6" (75cm) WADE TRENCH WITH APpRGX4dATELY i2" (30crri) OF ELANKET EXTENDED BE',ONO °HE uP-SLOPE POP,TION OF THE 'BENCH. ANCHOR THE FT DEEP AND 2 FT WqE WITH 1:1 SIDE SLOPES. N.C, HIGHWAY 109 -NEAR WALLBURG A$BOTTS CREEK T©WNSHIP
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12'~ i30cm) APART IN THE BOTTOM OF 'NE TRENCH. BACKFiLL 3.3' (t.Om) AND COMPACT THE TRENCH AFTER STAPLhNG. APPLE SEED TO COMPACTED SOIL AND FOLD REFRAINING ?2" ~30cm1 PORTION 5 FT 4. CLEAR THE POND AREA BELOW THE ELEVATKkI OF 111E CREST ~ 11iE SPH.LWAY TO Y T MIN DAVIDSON CQUNT , NOR H CAROLINA
I OE B~NKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW Of STAPLESIS~AKES FACILITATE SEDIMENT CLEANOUT.
SPACED APPROXIMATELt" ~2" (30cm) APART ACROSS THE WIDTH OF THE 9LANKET, T - - ~ ~ ~ 1.5 fT 5, ALL CUT ANO FILL SLOPES SHOULD BE 2:1 OR (UTTER. TInE
3 ROLL CEN ER BLANKET !N D~~RE~T~uN OF WATER FLOW IN BOTTOM ~DF CHANNEL 6LANKETS wlll uNRO>_E wrTH AaPROPRiATE SIDE I~ 1800 AGAINST THE SGIL SURFA~,;E. ALL ELANKETS MUST BE SECUREI'r FASTENED TO SGiL SURFACE BY PLACING STAPLES/STAKES 1800 CU FT/ACRE 5 FT 6. ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS A MINIMUM
iN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM", STAPLES/STAKES .'S STAPLES FER S0 YD. t~ STAPLES PER SO. +D. ~ ~ f T C T T C T SHO~Lu BE PACE., THROUGH EACH OF THE C~LOREC DO S CORRE,PONGING TO THE APPROPRIA E STAPLE PAT,ERN. ~ 35 STAPLE PER SO M) (2 C S~APLES PER SO Mj ~ BOTTOM WITH OF 3 FT AND MAXIMUM ODE SLOPES OF 1:1 THAT EX1EI~ TO THE BOTTOM OF 12" /57 STONE MAX. THE SPILLWAY SECTKkI.
t P~A~.t CON:ECUTb'E BLANKETS ENG OVER ENG (SHWGLE STYLES WITH A a' E° (10cm-'Scm) OVERLAP. USE A DOUBLE RONi OF For blankets wih iheTMopiional North AmAr~ cn ~ar r,' ~ + : r . yr ,
C~ c , ~on.et5 wth ihenop.~or.o North Amercan ~~A ~~ES STAGGEtED a" ~10cm) APART AND 4" (10cm) ON CENTER 'O SECURE BLANKETS. vreen u0T System p~oce s+oples/stokes +~reen DGT Sysiem ploce sfaples~stokes - _ _ - ~ ° . s.~- 7, CONSTRUCT THE MWiMUM FINISHED STf~IE SPIU.WAY BOTTOM WIDTH, AS SHOWN ON THE k: PLANS, WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF' THE OVER FlLLEO EMBANKMENT.
5 F~dLL LENGTH EDGE GF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROxIMA?E',-~ through eoch of the RED colored dots_ ,trough eac~+ of the GREEN colored tlots 12" (3vcm? APART Iv A 6" (!b<m) DEEP K 6" {15c~-.) WIDE TRENCH. BACKFiII AND COMPACT THE TRENCH AFTER STAPLING. I~i - ~ r, . KEEP THE THICKNESS OF THE SIDES OF THE SPILLWAY OUTLET STRUCTURE AT A MINIMUM OF 21
- - ~ ~ ~ „ b ADJAUtN7 BLANKETS MUST BE OVERLAPPEC APPROXIMATELY 2"-C'~ (5cm-125cm DEPENDING ON BLANKET T~PEi AND STAPLE~~ - •2,.-` iSScm)--11--,~ ~ `i-''2~~ ~ Sc~,; 12.5cr~1---1f~ ~i '2 -5 (5cm--t~.5cmj INCHES. THE WEIR MUST BE LEVEL ANO CONSTRUCTED TO GRADE TO ASSURE DESK;N CAPACITY.
O ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OvERLAPPiNd BLANKET (BLANKET BEING INSTALLED ON ;0~) EYEN ~ 'u.6m) 1 i FILTER FABRIC 8. MATERIAL USED IN THE STONE SECTION SHOULD BE A WELL-CRADED MIXTURE OF STONE
w~TH THE COLORED SEAM STITCH"ON THE BLANKET BEING OvERLAPPED. j ~ j- Sear:; ct ±~r, t O„ i ti.25m (;RQ~ SECTION WITH A d50 SIZE of 9 DICNES (CUSS B EROSION CONTROL STONE IS RECOMMEI+~ED) AND A MAXIMUM STONE SIZE OF t4 INCHES, THE STONE MAY BE MACHINE PLACED ANO THE SMALLER
!N ~iI~,T, FLOW CHANNEL APP~~~CATIONS, A STAPLE CHECK SLOT 'S RECOMMENDED A' 30 TO a0 FOOT rgm-'2m) INTERVA_S ~.~SE ~ ~ ~ o r;~~; ~ T c ~ ~ ~ ~ _~.~BLE R~w OF SAPLE. STAGGERED 4" (t~„cmj APART ANt, 4" (lOcml CN CENTEP OVER EN~ RE W~GTH OF THE CHANNEL 4' ;l.ln~.' a' `t 2m1 STONES WORKED INTT) TI# VOIDS QF 1HE LARGER STONES. 1HE STONE SHOULD BE HARD, PROJECT NO. E-217 ~,t~atarr~
I ~ ~ U ~ ~ ~ 1~1.41WTirT1ANCH rs ~ ~ ER."wA_ END CF TAE 9ANKETS M~i~i BE ANCHORED W~'H A RCK F ,'APLESiSTAKES APFROxII~~ATE~~~ t~2'~ ApAR; i ~ ~ ~-Seom S!~?ch X30' ~ ~ ~ 20" (o.5m) ~ r- ~ o" (a25m~ INSPECT TEMPORARI 11NTI;TIANCE ANGULAR, AND FiK#ILY WEATHER-RESISTANT. ~~s~~t C gray CT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFAII. DATE; $ 19~b3 ~ PE ~ , ~
IN A t~ ~ ocR~~;~ CEEP X E (15cm) WIDE TRENGr+. BACKFL~L AND CUNRA,_T 'HE TRENCH AFTER STAPL~Ni,. I~ I I RE~1(~VE SEDIMENT A AOVE SEDAiENT AND RESTORE THE TRAP TO ITS ORIGINAL GMENSIONS WHEN THE 9. ENSURE THAT THE STONE SPILLWAY OUTLET SEC11011 EXTENDS DOWNSTREAM PAST THE TOE Ip
M ~ . fi NpTE ~1 V ~ SEDIMENT HAS ACCL ~B ~ ~ ~ ~ ~ 2C" O~m~ SEDIMENT THAT IS F OF THE EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED AND OUTLET VELOgTY IS SCALE: AS NOTED LAMENT HAS ACCUMUUTED TO ONE-HALF 11# DESIGN DEP1H OF THE TRAP. PLACE THE LAMENT THAT IS REMOVED IN 1HE DESIGNATED GSPOSAL AREA AND REPLACE THE ACCEPTABLE FOR THE RECEIVWG STREAM. KEEP THE EDGES OF THE STONE OUTLET SECTION
- ~ ' ~ ~ Pr T ~GRiZ~,NTAt STAPLE SPAC~N;, SHO,~LG 9E AL'ERE~ ~ , 1 .m~ I ~RI~~~~A,. ~iN~S ) ,C ~ < ~ i CONTAMINATED PAR' T ~TA ~ T Nt~ES~AR 0 ALLOW ~ F~ES 0 S CURE c c dTAMINAIED PART OF THE GRAVEL FACHVG. FLUSH WITH THE SURROUNDING GROUND AND SHAPE THE CENTER TO CONFINE THE OUTFLOW DWG. 6Y; SOT LRE ~ G2444 •
A L~VE~LAP_ AND S~~MS =RiTI~AL POINTS ALONG THE CHANNEL Si RFACE O O O B. pRO~iE~TEC, WaTER LINE sTREAM. z r ~~t :CK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING, PERIODICALLY CHECK THE GHK. BY: MBW ~ ~
i I I ' 3' o`"' CHECK THE STRUCTI ~ - 1A MOCNT [1/[D/1[?IPV DVDAM TA ?IA TI IDI! CT1DIf AD[AC IMAT[ OVOACC NIT [TC M
nrvvc n ~u~ ,N LUUSt Si NUI UNS, ~Ht USt Uf 5'ANLt Uty"I UF THE 3MU A? SLOPE VER i',ES ,1P :TAKE LENGTHS GREATER 'HAN 6" i15 cm) MA, THE EMBANKMENT. I 'IM OF THE SPILLWAT 10 ENSURE IT 15 A MINIMUM OF 1..7 t 119ELUW [ME LOW I'UINI OF v. vi w. LmLnKn~ v rnaa v iv.vnnL, a nvLC nncn~. cwnic v rna~ w Lc~ av - ~I~ r
BE 'Z ESSARY TO PROGEP.''Lr ANCHOR THE BLANKETS. EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMIENT TO SLIGHTLY THAT THE FLOW WILL NOT DAMAGE THE EMBANKMENT, SHEET DESIGN GRADE. ANY Ri AP D FROM THE SPILLWAY MUST BE REPLACED 4fr 4 8 ti~'~ VE PR DISPLACE 11. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND '~~ttlna+'''
c - ~ ABOVE oESGN ORAc IMMEDIATELY. IEDIATELY. of DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION.
14649 Hi HWAY 41 NORTH, EVANS"OLLE. iNCD'ANA 47725 Ak A& R uSA ALL '-80G-772-2040 CANADA 1-800-448-2040 3.4 STAPLES PER SO YD 375 STAPLES PER SO. YD AFTER SEOIMEN IER ALL SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABIUZED, REMOVE THE
www.nogreen.corn (4' STAPLES PER SO M) (4.5 STAPLES PER SO. M) STRUCTURE AND AU tUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING 12. SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT LEVEL :AS AND STAMUZE PROPERLY. (ONE-HALF THE DESIGN DEPTH) ON THE PLANS AND MARK IT IN THE FIELD.
For blankets with theoptionol North American For bionkets with the,,optional North Americon AREAS AND STAW'4 CHANNEL INSTALLATION Green DOT System ploce staples/stokes Green DOT System place stoples/stokes WESTCOTT ENGINEERING & CONSULTING, PG
through each of the WHITE colored dots through each of the YELLOW colored dots. 4135 MENDENHALL OAKS PARKWAY, SUITE 140
TIM HIGH POINT NC 27TEMPORARV VA SEDIMENT TRAP DETAIL- 20
NORTH AMERICAN GREEN *Location of Seam Stitch min vary depending on North American Green product type: PHONE [phone] FAX: [phone],
N.T.S NTS

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- . _ - ~ = _ APPROX, LOCATION ~p C~~
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-w~ I-W= C RV DATA „
pwU1 N I CH N81'16 47 W NOT TO SCALE = 05'45'00" _
I T=25.00' - I TY MAP V I C N
R = 497.81
L = 49.96' a +GO ° REV DATE DESCRIPTION
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N - - - 910 a j
_ ~ - Q _ _ ~ ~89 9 i N~ ;~I
80 r
w E IV D IE NIN R M + x ~ ' - - 6"x6" HYDRANT TEE ~ N ~ I HYDRANT TEE o ! ~ !
~ ~ x ~ ~ 8" GATE VALVE ~ TE VALVE Ec ~ ' + r` ~ r 'i
p + ~ VALVE BOX + I M I 6" 3-WAY HYDRANT BOX I r, I I WAY HYDRANT I,
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u''~ ~W~ DWI ~~I ~ ~i QW ~ U1 ~W~ ~~~J~-F'~~ Ste'. 't
( _ ( CONTRACTOR TO VERIFY
x.96 ~cre~ LOCATION I
I CURVE DATA
6"x6" HYDRANT TEE CH = N81'24'17"W S~ ; ~ s" GATE vaLVE ~ ( o = 06'00'00" ~ ~
VANE BOX _ ~ i' r ~ c i~ ~ 3~ /I
T = 30.00' 6 3-WAY HYDRANT , R = 572.43
L = 59,95' ~ , . ' ~ tY
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d ~pNT EASE EASE'yENT R\W 10'XT 30 R~ 30 ~ , R W _ ~ L- --------~--1
= ~
~ ~ R t ~
Of PAVEMENT EDGE OF PAVEMENT
EXISTING ROAD
SCALE: SCALE: 1"=40' HORIZ, EDGE of PAVEMENT
1"=4' VERT.
DETAIL OF ROAD CONNECTION
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f i _ _ _ _ - _ - _ - _ _ - _ _ These drawings are instruments of service and shall remain the property of ~e
- rt_ - - - - _ _ ~ _ : - - - - _ _ - - _ - _ _ _ - _ _ engineer whether the project for which they are made is executed or not. They are
t ~ _ 1 _ ~ _ t _ - + F - - - - - 1 - - - - - - - t i - _ - - - - _ - - _ 1 _ _ - _ _ - - - _ - - - - - not to be nse by the owner or any r person on protects or extensmns ur - - - _ _ this prpject except by agreement is writing and with appto~iate crompensation to
- - _ ~ _ _ - _ i _ _ - thcengineer
_ ~ - # tT _ _ _ - - - _ _ _ - - - - - - - - - - - - - - - -
_ ~ _ _ _ _ _ _ - - _ - -1 1_ _ _ - - _ _ _ - - - i - - - - - - -r- -r --r-~-- _ _ - _ ~ - _ - _ ~ - _ _ - _ ~ ~ Copyright 2003 by Westcott Enginaring ~ Constrlwtg, PC, Ali Right Reserved. - - _ _ _ _ _ - _ _ . _ - - - _ - - - _ - - _ _ _ _ _ Iixcept as permitted under the United States Copyright Ad pf 1916, no part afthia
- - - - - - - - - - - - _ _ _ _ - - - - s wnhow - - ~ _ . documem may be reproduced or distributed in any form or by any mean
--1- - ' - - - ~ - - - - - - - - - - - _ - _ _ _ _ _ _ - _ _ _ _ _ _ . . _ _ _ _ the written permission of Westcott Engineering & Co>atilting, PC - - _ -
- - - - _ - - - - - _ v - _ - _ _ ' - - _ _ _ _ _ LOCATION
_ _ - - --r - - - - - - - - - _ _ _ - - - - - - _ _ _ _ _
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_ - - - _ _ N.C. HIGHWAY 109 -NEAR WALLBURG
1- ~ - - - - - - - - _ _ _ _ _ _ - - _ _ _ _ _ _ E _ - _ 1 -L - - - _ _ _ _ _ ABBOTTS CRE K TOWNSHIP _
-r---r-- --y- - _ - - - - - - - - - - - - - - - - ~ - _ , - _ - _ - - -1- ~ - - - - - . - i_ , - - - _ - _ - - - - - - - _ - _ . _ _ _ - - _ _ _ _ _ - DAVIDSON COUNTY, NORTH CAROLINA _ _ -
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8~0 ~ _ - - ~ _ - - _ , 1 _ - - _ - - _
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_ _ _ _ ~ , ~ t~_1 - - r_ _ - - _ - _ - - _ Ce - _1 _1 - _ _ _ _ _ _ _ - . - - _ 1 ~ - - - - - - - _ _ _ _ _ _ _ _ PROJECT N0, E-217 Attu+ttu,,, _ _ _ _ - - - - - t - _
~ - r ~ a , - - ~ - _ _ 1 - ~ 1 - - - - - - - - - - - _ _ _ _ _ - DATE: 8 19 03 , - -i - - - _ _
- - _ _ !p _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ v _ - _ _ _ _ _ _ - . - - _ _ CALE ~ _ 1"=40 S
- - - - - - - _ _ _ _ _ _ _ _ _
1 i _ + - - _ _ - _ i ~ ~ - _ i + - ~ i _ -E- - - - - _ - _ DWG. BY: SDT/LRE 9` • 02444 ~ , _ _ - - -
t- _ _ . ~1. L i- ~ I _ - - _ - - - - - - - - - - - HK BY MB ~ ~ '
T7 -T SHEET
J_ - of
NP- E4Vq 860 880
30+00 31+00 32+00 33+00 34+00 35+00 36+00 37-~ 37+00 38+00 39+00 40+00 41+0 WESTCOTT ENGINEERING & CONSULTING, PC
OWNER/DEVELOPER: 4135 MENDENHALL OAKS PARKWAY, SUITE 140
MR. CHARLES VEACH 7415 HIGH PINES CHURCH ROAD HIGH POINT, NC 27265
ASHEBORO, N.C. 27203 PHONE [phone] FAX: [phone]
PHONE: [phone]

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- -T�
'^R.. �:5:-; ".^g. .�- _ _ -
:'�'6 .f., �'-'AR ,T'F' .,
:.
1.29 Acres
1.34 Acres
59864.795 sq. ft
LOT 12
APACHE DR.
1.37 Acres
59900.567 sq. ft
1
i
•
I
1.38 Acres
01
i 1 1
SITE
I
LOT 18
.1
( I
71720.635 sq. ft i
LOT 17
HAYMORE DR
Y GE
STONE fUD
N
1.65 Acres (
52968.741 sq. ft
MICKEY RD.
11
o
CURVELDATAI
1.22 Acres
� 0A.
U(
A 06'2424" W
r
I (
POY GAO
N• CLOOFELTER RD.
a l
I
T = 100.00 1
OUTLET PROTECTION
R a 1786.77' ,
05 (SEE SHEET 6)
-
_
INV. 801.00
J
21 LF 30" ADS
02.26%
14
-
t!a
-- - OUTLET PROTECTION "'.fi""""r -'—
-
��-^--
- -` #2 (SEE S .� 6)
_'
--4N V. 819100
50 LF 15' iOS\N12
_1_ ' -� O 2.00X
82
9+00 _.
_ -
- _
- --
---
- 12
6x6 HYDRANT TEE--'�'--
O
6" GATE VALVE do
-
w
VALVE BOX
6" 3 -WAY HYDRANT
_
1 JOINfi-6' PIPE
i NV. 829..00
,
-2.5SYCL
6" PLUG
` 11
S\
--RIP-RAP INLET
,
2.5 SY CLASS II
RIP -RAP INLET
PROTECTION
I
� I
�— ---- -- -- ----- - Rip ►�--WAY -
i_ 8'-0" — 20,-0"
SHOULDER ��--- PAVEMENT
i"IfT
SLOPE
TEMPORARY
TURNAROUND INV. 820.50
50 LF 15" ADS N12
01.002 J
q4ta
LOT 19 = W ►—
40641.808 sq. ft "�
0.93 Acres oui ( L
U
�c TERRAIN MAX. SLOPE"'�
LEVEL 20
ROLLING 2:1
HUY 1-1 %$ I SM OR Mx -{ 1
TYPICAL ROADWAY SECTION
N. T. S.
4 1 4.Sb. 2 /n sol. tt
0.95 Acres
— 1.5" S9.5A OR S9.58 ASPHALT CONCRETE
8- CRUSHED, STONE BASE (NCDOT AOOREOATE
FBASE COLW4SE TYPE A OR 8)
/ COMPACTED SUBGRADE. SEE SPECIFICATIONS
FOR REOUIRED MATERIALS
��r���iifiii�i���fi
WOMADE COMPACTED TO A MIMMUM 98X STANDARD
PROCTOR MAXIMUM DRY DENSITY (ASTM D 6991 REFER
TO SOILS REPORT F AVAILABLE.
... b ty.��6 .:-• ,., a.. ;. . w�-.,. � '�`..d• "f..:N.T«'! �." '`.K.'¢r .F.. wf �• .e��... t - .. �.;..ac,
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- -T�
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:'�'6 .f., �'-'AR ,T'F' .,
:.
1.29 Acres
1.34 Acres
59864.795 sq. ft
LOT 12
APACHE DR.
1.37 Acres
59900.567 sq. ft
1
i
•
I
1.38 Acres
01
i 1 1
SITE
.1
( I
I
I LOT 16 1 1 1 Air
54067 290 ft I LOT 15 R°
sT
q.
1.24 Acres i 56071,650 sq. ft
L0 : 1 4 i I
58450.982 sq. ft LOT 13
1.29 Acres
1.34 Acres
59864.795 sq. ft
LOT 12
APACHE DR.
1.37 Acres
59900.567 sq. ft
i
I
1.38 Acres
01
i 1 1
SITE
.1
( I
I
HAYMORE DR
Y GE
STONE fUD
N
MICKEY RD.
11
o
CURVELDATAI
� 0A.
U(
A 06'2424" W
r
I (
POY GAO
N• CLOOFELTER RD.
a l
I
T = 100.00 1
R a 1786.77' ,
RIP -RAP INLET
PROTECTION
LOT 21
46495.018 sq. ft
1.07 Acres
14+00
LOT 22
40182.525 sq. ft
0.92 Acres
15+00
=O
so
EM
-)T 2 3
4015'' 395 sq, ft
0. j2 Acres
I
LOT 24
41450.343 sq. ft
0.95 t4cres
1
t W
o0
v I 6"x6" HYDRANT TEE
6" GATE VALVE do
VALVE BOX
®" 3 -WAY HYDRANT
I
i
Q
J
Q cQ
I— F-
ww
�W
W =
L cn
SCALE: 1"=40' HORIZ.
1"=4' VERT.
NOT TO SCALE
V I C I N I T Y M A P
REV DATE I DESCRIPTION
SEP
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MEMSE101001 son EMCEE
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am
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/ /
/ - _
i - ~ ~ 4~
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,~~es - / ~ ~ / ( '40,
/ - ~ ~ ~ T ca 3~~ , 43 / _ V S' / ~ 3
\ ~ x,
o / 1.32 acres 5~`~n~' `~~9 sq x / ~ r APAChiE OR, / \ V
~ ~ 1.24 Acres / Z
/ CURVE DATA / LG? 7 _ T / ~ SITE
/ CH - N83'39 26 E 51,4 6?4 s n Q ~~4 Sq f /
w a = 1000;00 1. w 5 Acres Z ~ OUTLET PROTECTION T = 30.62 A~r ~ ~ es /
J / ,~4 (s~E sHEET s) R = 350.00' HAYMORE DR ~
~ ~ J . ~ ~~~L = X1.09' STONEY R? / MICKEY RD,
e ~ /
~ ~ / f ~ LET 6 ~`~T ~ '
6~ - ~ 0 - t ~ 4,~~9~3.9i8 s~ . ~ 4.~G90 8~ , s ~ t ~ ~ ~o N.
I~ / q 4 ~ SN CLODffItER R 1.04 Acs es 0.9 Acre.. D...,_
/ INV. 834,Q0 i ~ T T PR TI N ~ OU LE OTEC 0 ~R TIN ~ _ ' 4 OTEC 0 . , 1~ zqQ~ , ~`r= ~ SC. f.
~ / 156 LF 30" RC ~ ~ ~3 SEE SHEET 6) SHEET s) ~ ~ , ~ ~ ~ ~ ~ ~ ~ NOT TO SCAIf / u ,
~ ~ ~ 0-7.69R~ fo- ~ / - J I 1 ~cres VICINITY MAP ~ ~ /
X~;, j I~~ / ~ _ ~ ~ OUTLET P OTECTION ~ 1
8S ~ , T _ ~ Q I~ l SSE SHEE 6) ~Q ~ ~ / ' 1, , ~ REV DATE DESCRIPTION
T ~ ~ ~ ~ Q' ~o 0 r to / ' ~ ~~.i ~ -r
_ _ INV. 837.00 p~W ~ W I„, ti ~ ~ F~ !
84 - W r ~'Q W. - ~ . ~ ~}-i,,1 ~!!i N ~ - / J 6, ~ ~ iNV, e~o.0 ~ ,
r - j ~ W ~ ~ INV, O,c, s, ~ / rn ~ _ ; /
/ - - - 1
/ ~ _ 8 -
B cr 2 r ^ .
60 / ~ ~ _ _
i - _ ti L _ q O
~-r . , v ~ -
_ CURVE DAT ~ ~ , ^7 f ~ C'~
.i~~ Q ~
i ~ ~ ~ - / a = 1 T42 34
T = 161.47' 1 _ ~ 0 ~
R = 1036,45 ~ ~ ~ 26+Ou 1 8 _ L = 320.36' y 26+0., - 5~ ~ 2 _
1 F ~ "RCP 3 ~ DBL 3s R ATA -
4~~_y~ _,!L sq. t? ~ ~ o s,t9R C~J VE D 870
a ~ - ~e~ ~ ~ ~ _ y~~ ~ ~ r. 40 " Q CH = N74'47 29 E ~ " /
o = 41'36 28 T = 151.98' 1 -
4 4~7 ~ ~ ~ a ~ ~ _._50.~F t RCf I ~ ~ 5'~' 6"x6" HYDRANT TEE ~ ~ sD LF t Rc R = 4 0 2.ooz Oo 00
q ^ ~ l " ~ ii ~ ~ 0 2.40"X f 3 H r e S INV. 836.00 6 GATE VALVE & ; o NV: ~83?.00 vv: ~au.oo ~ _ _ - L = 290.48' o /
~ / VALVE BOX i ti / ~ p 2.5 SY CLASSY SY CLASS II,. ' _ -
6" 3-WAY HYDRAN~ ~ IP-RAP IN T __._.___.~~'-0-_ --_-I ,.8" S9,8A OR 50.88 ASPHALT CONCRETE ! + ti J R LE RIGHT-DV-wAY ~ 5 SY CLASS II ~ v, ~ PROTECIION-- -RAP INLET -INY. - ;
' a• CRUSHED STONE BASE (NCDOT AOCRECATF RIP-RAP INLET! ~ ~ ~?Q ~ N = ' ROTECIION-- ~ ~ Q 6 SY CLASS n _ /
B'-0" YO~-O' ~ 6'-0 6~-0 _ i ~ ~ BASE COURSE TYPE A OR B~ s n , ~ - - _ _ - ~ PROTECTION ' ~ 2 W ti ~ ~ SHOULDER PAVEUENT SHOULDER gTCH I ~ ~ C011PAC1ED 9UBCRADE, SEE SPEgFICAA0N5 ' U ~ W I W ~ RIP-RAP INLET L U L y ~ PROT CTION / T ~
~ ~ ~ SIaPE ~ FoR REOU~EU MATEwALS ' ~ ~ W 2 U O W E ~~;,,-,G f ~ 30 n t
T I T ~ ~ / ~ W ti 4J , 4'/F. * ~ ( (nom 'DWI ~.9~ acres X4572.833 sq f.
~ ~ r,, CURVE DATA 1.02 Acr?s
sLaPE _ _ CH - N71'19 20 E DATA X71'19'20"E ~
~ ~ ~ ~ = 34'40'11 4'40'11" ~ /
T .85 ~.85'
R = 239.81 59.81 ~
~ TERRNN MAX SLOPE I i=l ~ ' -III-III-I i -I I- 5.11'
LEVEI 21 ~ _ ~ ! ' i-~ I i -i ~ ~-I ! ~-I i - I i l- 1 l l- I-~ ~ ~-I I I-~ ROIUNC 2, - - - - - -
HIILY 1-,/Y:t STBC OR ABC
SUBCRADE COMPAC1Ep TO A YINWUM 98X STANDARD PROCTOR MAI~IUN DRY DENSITY (ASTM D 6081, REFER SCALE: 1 "=40' HORIZ.
TYPICAL ROADWAY SECTION m SOILS REPORT F AVAILABLE. 1"=4' VERT,
_
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1 - _ _ _ - - _Y _ _ _ _ - - BEFORE YOU DIGi _ _ - - . - fi = = _ _ - - 870 CONTACT ONE-CALL CEI~rTER
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t_ _ 1- - k _ , - - - - - - - - - - - - - _ - - _ _ - -_i_- ------1---' i__ _ _ _ _ _ - _ _ ~ - These drawings are inswmems of service and shall remain ~operty o
- - i_ i _ i _ ~ _ _ i --~--t--~- - - _ _ - - - - 1 - - - - - - _ - _ _ - _ - _ - - _ _ _ _ _ - _ . - - engineer whether the project for which they are made is executed ur not. They are - - _ _ _ } _ _ _ - _ _ - _ _ - - _ used by the owrrer or any other person on ortf~r pojects or extensiats to
I j i , t _ _ - - _ _ 1-- - I - - _ . I - - - _ - - - - - - _ . _ - - - - - - - - - not to be _ _ - _ _ _ _ _ . - _ - _ - - ex y gteamen u w pen~t<on to
4 ti i _t_ _ _ _ _ - - _ _ - - - - this project cept b a t in w ling and ith appropria0e cam _ - the engiaert.
- - -
~ _ ~ _ ~ _ _ I i ~ ~ 1 - _ _ _ _ _ _ - - 1 - - _ _ ' ~ _ r _ _ _ _ _ _ ~ Copyright ?(i03 by Westcott Engincering ~ Consulting PC', All Rights Reserved. - ~ _ - - - Except as permitted under the United States Copyright Aci of 1476, no part of this
_ _ - - - - - - _ _ - - document may be reproduced or distributed in any form or by any me~pa without
_ _ the written permission of Westcott Engineering dt Cotutdtutg PC
_ _ _ _ _ _ _ _ - _ -
t _ I _ _ ~ : r _ _ _ - _ _ - ~ _ _ - - _ - ~ - - - - - - - - - - , - LOCATION _ _ . _ _ - - - _ 860
850 ~ ~ - - _ ~ _ - _ _ _ } - _ + -
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I t I _ ~ - _ - - - - - - - - ~ ~ _ ~ I _ _ : - - - - - - _ _ _ _ - - - _ - - _ _ . _ - - _ _ _ _ _ _ - - - _ ~ _ N,C. HIGHWAY 109 -NEAR WALLBURG
` __t . i ' _ _ ~ - _ - - - - _ r , ~ _ - - ~ - - ABBOTTS CREEK TOWNSHIP - - _ - _ - ~ - - _ _ _ _ . - _ _ - _ - . _ - - _ - DAVI NTY, NORTH CAROLINA
_ - _ . _ _ _ DSON COU -
-w _ t _ _ _ ~ .1_ - - _ - r - - -
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~ _ _ _ - - - -
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' ~ - 850
4 , - _ _ _ . _ _ t - -
- , - - - - - _ _ _ + _ - - - 0
~ _ _ _ _ ~ _ - _ _ _ _ -
- - $ - _ _ - - - - - - _ _ _ - _ _ _ _ _ _ _ _ , _ JECT N0. E-217 _ ~ _ PRO ~tpnn???????r
_ f ~ _ _ _ - i - } r r r ~ m !sr 1 ~ _ - - - - _ _ _ _ _ _ _ _ _ T _ _ _ _
_ ; (L7 - - ; - _ ~ _ - _ _ - - - - - - - _ - f { . i t _ ~ ? r 1 ~ i_ ( _ . - - . - - - - - _ - ~ _ - - - 1 - - _ _ _ - - - _ _ + _ - - - - _ - ,o's rig. - - ~ _ _ _ _ - , DATE. 8/19 03 R _ - _
- _ I 1 ~ ~ -1 ~ .T ~ T _ ~ i Y - - - - - _ _ _ : _ F t f ~ I _ _ _ _ _ E Ip _ _ - _ . ~ a SCALE: ;
-F _ _ - - - - - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ r -
r _ _ - - - - - - - - _ _ DWG. BY: SDT LRE t 's - - - _ _ _ -
ve Le ~1 5. , _ , _ _ ~ _ , _ t - - - CHK. BY: M8W ,f
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6 - - - V:) T 5 .0 _ _ - - - - - - - - - _ rrr?NtttttN~ of _ - - - - - r - _
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830 - - - - - 840
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26 26+00 27+00 28+00 29+00 30+00 WESTCOTT ENGINEERING & CONSULTING, PC
OWNER/DEVELOPER:
MR. CHARLES VEACH 4135 MENDENHALL OAKS PARKWAY, SUITE 140 HIGH POINT NC 27265
7415 HIGH PINES CHURCH ROAD ASHEBORO N.C. 27203 PHONE [phone] FAX: [phone]
PHONE: [phone]

_ _ _
- - EX. B` WATERLINE ~A<
- APPROk. LOCATION
~yi ~p
_ ~r ~O
_
_ _ ~
I I - _ - _ ~ APACHE DR.
I _ _ _ - 30'.-~--30-~I
60' SITE
~-R ~W ~ ~
I - i ~ HAYMORE DR I a OGE
_ I ~'14 r I , ' I STONEY R1 I MICKEY RD.
~I T ' r
41 4 ~ ~ S q - fit. R J n _ _ I GROVE ~3 N~rr~ I
_ _ _ =LAW ww _ - I SNNOY N. CL00
~ = UAW W(n HW~ PROP. 8'x6' TAPPING iQ ~ fELTER R0, SLEEVE & VALVE `~0' I
i QW .W ~ o~ C RV ATA ~
CH = N81'16'47"W NTT A E - '4 '00" 0 0 SC L -05 5
I I T=25.00' _ VICINITY MAP
I R = 497.81' -
L = 49.96' - - REV DATE DESCRIPTION
. ~ - O . N
3~1± -
i N,. _ O
D -•1 - ~ ~ z ~ F~, 3! 3~+~G ~i~ d p
5+~„ ~ i r ~L J S _ _ ~ ~4 Q} Yi 1 ' - - ~1 ~ ~
r OPEN CUT PAVEMENT
P DR-21 PVC WA N' (SEE DETAIL SHEET) I
~ _ _ _ ~ . . - - g~ p ~ ~ ,
v ~g9 --900
a8~ _ ~ . ~ E x I
- I E DR D NIN R M ~ x r: 6"x6" HYDRANT TEE cv" TEE o _ ~ -
O a, ' 6" GATE VALVE k k I ~ ,
O I VALVE BOX I ~ 6" 3-WAY HYDRANT M ~ RANT I,
J ( I N-~ ( 20'
T ~ ~
W ~ ~ _ I = w =W f.
_ UAW UAW F-WI f-WI ~L.I~J ~ ~G J I r ,'~cU 5~~.
~ W _ O Ul W L;''~, ~~,n ~ 7 f~ v.Ui~ .,;_~PC . ~
(n I _ _ SL. I I ~ I CONTRACTOR TO VERIFY
I T ( ( LOCATION
CURV DATA ^ ' ~ '
6"x6' HYDRANT TEE CH = N81'24'17"W 4 ~ z - ~ s" GaTE VALVE & I p = 06'00'00° ~ - _
VAIVE BOX - x ~ - -
T= ' 6" 3-WAY HYDRANT 30.0 R = 572,43 . ~ i ~I
z L=59.95' I • I ~
_ ~ _ _ I I
- ~ _ I I ~
I ~ ~
I SE~Nj I 10k)D ~(~T ,X70' ~GNT EA •30 R= ~ • EA~MENT
R~W__~ 10 ~ - - ~ -_Rlw _ ~ I--
n ~ ~ ~ w
f,- EDGE OF PAVEMENT EDGE OF PAVEMENT
EXISTING ROAD
SCALE: 1"=40' ALE: 1"=40' HORIZ. EDGE ~ PAVEMENT
1 "=4' V 1"=4' VERT.
DETAIL OF ROAD CONNECTION
_ _ . $ . . 1 t r 1 - - _ , ~ ~ - - - _ - - - - - -
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{ ~ - - _ _ _ _ __r___ - - - - _ t ~ r E - . _ ~ _ _ , : # _ - - _ - - _ _ ~ ' _ - - - - BEFORE YOU DIG! _ -
+ , _ 890 , ~ ~ t - ~ r . _ r ~ _ --t _ - _ _ _ _1__ ~ _ ~ - {3 ~ ~ r } ~ _ - ~ _ - - - - - _ - _ } _ _ _ 910 CONTACT ONE-CALL CENTER - _ -
1 ~ - t , - - - _ _ _ 1-800-6321949 _ _ _ _ _ - _ - - - 8"
--r- t - - - + + X. - ~ - - - - _ N _ _ _ _ _ _ ~ - - - E - - I _ _ _ _ _ _
t ~ + ~ t _ _ - n o se is remain ro o $ - , g, s e p
T { ; _ _ . _ _ se w n s are m me rv s pe - - ~ - _ _ _ _ _ _ _ _ . _ _ _ _y _ _ . _ _ en incer whether the ro ec~t for which t are made is exectded or not. They are - g t' J ~7'
; - _-1-_._. -+(-F-.- _ L---~- 1_-~-.~-_Y ~ _ _ _ _ _ _ _ _ not to he used by the owner or any other person o0 other projects or extensions to ' _ -
1 I- _1- ~ 1 1.. # ~ ' r , f , _ + _ ; _ . - _ _ _ _ ; this project except by agreement to wntrng an w appropttate coropensatton to t ~ Sj ~ - - - - j the engineer.
` r 4} _ _ - x _ _ - _ _
- I f ~ _ _ _ _ . _ _ _ t-_ ; _ _ ~ _ _ , tti Copyright 2(103 by Westcott Engutcermg & Constrhutg PC, A!I Rights Reserved _ _ _ _ _ - ; _ _ - _ , _ _ _ , - , _ _ _ _ _ _ _ - Gxcept as permitted under the United States Copyright Act of 191ti, m part of this
, a.,~ - - , ; ~ , 1 ~ , ) - - { k ~ ~ _ 1 ~ { ~ ~ + 1 _ _ _ _ _ _ _ _ _ . { - + _ ~ _ _ _ - _ document may be reproduced or distributed in any forth a by any means wittrout
1 - - - _ ~ ~ ~ { - - - - - _ _ - _ _ _ . _ - _ - tten permission of Westcott F.ngineerirtg & Constdting, PC. _ _ _ _ _ _ the wri _ _ - - -
~ + + ~ r fi ! ~ - - t , fi--
- t , ~ i - . - - _ - L _ - - ' + T- I-- _ - ~ t_ _ _ ~ _ rt _ - _ . I LOCATION _ _ ~ - 4_- - - _ _ _ _ _ _ - -
880 ~ } x ~ } ~ } + ~ , , F ~ _ > - - , - ; ~ ~ - ~ ~ ~ ~ -r t j + t _ - = - - - _ - 900 I - -
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. _ - - ---t- - = ~ " N.C. HIGHWAY 109 -NEAR WALLBURG l _ rt , . $ i _ t : - ~ ~ - _ _ _ _ _ _ A TT CR K TOWNSHIP
' i ` 1 r ~ ~ l- ~ ~ + -r i - - - ~ ~ - _ t_ , _ _ I
, - - _ DAVIDSON COUNTY, NORTH CAROLINA i - { - - ~ - - - - _ - _ _ • _ _ ~ -
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, r ~ } ~ ' _ _ , , _ _ - _ ~ , _ 1:_- - - - - - DATE: S 19 03 ~H IiN
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k $ , ~ ( ~ ~ -.Y- t.._._ -f---~ _ - _ t CHK. BY: MBW . ~ F ~ r
i t t - 1 SHEET
A
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860 ELv 894 77 $ S~ 880
30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 37+00 38+00 39+00 40+00 41+00 WESTCOTT ENGINEERING & CONSULTING, PC
OWNER/DEVELOPER: 4135 MENDENHALL OAKS PARKWAY, SUITE 140
MR. CHARLES VEACH
7415 HIGH PINES CHURCH ROAD HIGH POINT, NC 27265
ASHEBORO, N.C. 27203 PHONE [phone] FAX: [phone] PHONE: [phone]

. V ~ . _ - _ _ _ _ z
W A(~6
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~ H~~Y OUTLET PROTECTION ~3 AOiiy
I T P, R H AM ( EM OCK C ECK D I I TO BE CONVERTED INTO I I I SEE DETAIL SHEET ~ T RO ( ) ~ ~
OUTLET PROTECTION. ( { I ( I °f ~ ° ~ 0 9~,
I I OUTLET PROTECTION ~5 I ` ° ~ TEMP. R(~K. CHECK DAM ~ ti r
(SEE DETAIL SHEET) TO BE C9~1 T):fl INTO , ~ ~ x~ ~ APACHE DR,
TST ~8 a OUTLET TION. , I s y 2C' ~ t^
I TST 7 ; I ~I ~ T 1~ tS' ' ~ SITE
' OUTLET PROTECTION 2 I TEMP. ROCK CHECK DAM - - _ T PR t ' ~r - 0 - _ E__, OTE~110N N , ~ 9 - TO BE CONVERTED, INTO DETAI6-~+EE~~ _ ~ ~ ~s ~
~ ~ ~ i I SEE DETAIL SF1Ef T o ~ I OUTLET PROTECTION. _ _ _
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REV DATE DESCRIPTION
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CONSTRUCTION SEQUENCE:
_ CONTRACTOR NOTES: _ - -
NO1 NOTE: ALL dMENSiONS AND RADtl ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB, OR 1. FLAG ALL CLEARING LIMITS. TO THE CENTER OF STRUCTURES SUCH AS INLETS, SIGN POSTS, ETC„ UNLESS OTHERWISE 2. OBTAIN THE LAND DISTURBING PERMIT AT APRE-CONSTRUCTION
COr MEETING TO BE HELD GN SITE. CONTRACTOR T0: 3. INSTALL ALL EROSION CONTROL MEASURES AND DEVICES
t. 1 1. VISIT 911E AND BRING TO THE ENGINEERS ATTENTION IN WRITING ANY PROBLEMS BEFORE CLEARING THE SITE IF POSSIBLE. INSTALL DIVERSION
TEMPORARY SEDIMENT TRAP ~ 1 TEMPORARY SEDIMENT TRAP ~ 2 j TEMPORARY SEDIMENT TRAP k 3~I i TEMPORARY SEDIMENT TRAP ~ 4 ~ TEMPORARY SEDIMENTTRAP ~ 5 ~ i it 2. OR DISCREPANgES WITH SITE OR PROJECT PRIOR TO BIDDING AHD CONSTRUCTION. BERMS AT CULVERT LOCATIONS PRIOR TO CLEARING AND PIPE 2. COORDINATE WITH THE OWNERS CONSTRUCTION MANAGER FOR PHASING OF CONSTRUCTKMI. INSTALLATION.
SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET 5EE DETAIL THIS SHEET ~ INSURE HIGH LEVEL OF SAFETY DURING ALl PHASES OF CONSTRUCTION. 4. CLEARING AND GRUBBING,
AS ~ Mo~i~~1~~, I ~~U PTI ~ A' ' MPTICIv`. A~~' ?fir' ilOhS. 'i a;~UMU ~,~N~ . i DJ~. _ i , 3 ~ " ~n ~aEr~ ti~ IkrNR ~ an ~,~Er~al of INIHR ~ a n : ~~~h~ ~A~F ~ pn ~ EnGEhi G5 ;RMa ~ ~ ~n ~u r~~tm~ ~ ~Rr~ I 3. CHECK ALL 'VERIFY" DMENSIONS NOTED ON PLANS, REPORT ANY dSCREPANpES TO THE 5. INSTALL ANY REMAINING EROSION CONTROL MEASURES, OWNERS CONSTRUCTION MANAGER IN WRITING PRIOR TO ANY FURTHER CONSTRUCTION. 6. ROUGH GRADING. INSTALL DIVERSION BERMS AND SLOPE DRAINS
9~GE. ~.1 i ~ ~ 91~LS~. ~__u ~ 9~E. of ~ ~ ~1 1 ~n rr 5~ w/~ j I I~G.S~: ton ~~Y ~ s~^ ~~Hk ~ ~ err N a rr+~ ~x ~~Hk ~ ~I&,`~; bit n ° ~ ~rrjHR I! LOC,S~; utT ti tti~= ~ ~iHF ~ ~ 4. KEEP ALL PLANTING AND GRASS AREAS FREE OF DEBRIS, STONES, CONSTRUCTION MATERIALS, AT TOPS OF FILL AREAS
~ 2 n A i ` 12B AfkiS t n A a` QiS ACRES ~ t n A a~ 0'~Q ACRES i I ~ t n 0.60 ACRES f ~ 2 Fi aK ~ ~ ACRES I I ~ ~ 5. ETC., RESP~IS~IE FOR NOT DAMAGING EXISTING PLANTING TO REMAIN. 7. UTILITY INSTALLATION, 5. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL UNDERGROUND 8. FINE GRADING AND STONE BASE.
~ ~lG~?t + n I n l i je„~ I n ' j ~,j~ i n j~ I n ~ I I UTILITIES YMETHER SHOWN ON THE SITE PLAN OR NOT, THOSE SHOWN ARE BASED ON THE 9. ASPHALT BINDER COURSE, SURVEY PROVIDED AND MAY NOT ~ ALL INCLUSIVE. CONTACT UTILITY IOCAlION SERVICE OR 10. SEED ALL AREAS VMIHIN 15 WORKING DAYS AFTER GRADING
''ALC~LATICNS: CALC a~NS_ SAL La~iONS i,ALC~~ATiOtvS. CAtCUTA~ION`a: ~ ~ ftOWiC9'a J~2 CFS I fl<~1 C'A ;u7 C'fS I , OW ~~'A. 0.28 fFS ~ f OW CmA. I.7J ~ EtOW Cmh" 21JSS ~ ~ ~ fi t( 1 I OTHER APPROPRIATE UTILITY LOCATION SERVICE FOR UTILITY IDEN11fICAT10N PRIOR TO ANY WORK HA5 BEEN COMPLETED AND UTILITY LINES HAVE BEEN
I S~P(1 IaREEa REOURER O..,w aCR~; ~)R 62.29 T SGRf . A a C~ A(7rE. Op ~k ~,f ~ SIJRfb~ 4~REit U.GC a(~rS DR'22.t ~ $JkfaCE ER[a ~v~EC~ 9 c! aIRE_ i~ '~1~ S! SI~Rf,~ AREA REtlJIREC~ C~C, aC~ 9:4 ,~a ;E i WORK. CONTRACTOR TO PROTECT ALL UTILITIES TO REMAIN-TYPICAL. CONTACT ALL UTILITY ACCEPTED BY DAVIOSON WATER, INC.. COMPANIES TO INSURE THE UTILITIES ARE SHUT DOWN PRIOR TO THE START OF ANY DEMOLITION 11. FINAL ADJUSTMENT OF ALL VALVES, WITH CHECKOUT PRIOR TO
uRU Gu 0 ?1t019 f;"3 VOItIE REp ~ Ih8.7~ f1"7 ~ vOtJ4E RE `fE',~ !'a 25 fi"? Diu ~ CEO: ?61766 E''7 RE~~EP !7274 '`'7 AND/OR SITE WORK. PUCEMENT OF FINAL WEARING SURFACE.
SHOR;~f `1FED:,2+03EiOP26d1 t' SHORi~R[~8~9I~~R10 r~ ~ ~iS~{Rr' D:6saf14R1dt rr SHORi~ERE,~p,16}BfiOR19.+1 ri q1~?8.14 u~':' ~ 6, I ~ SuRrKE Ada PRGN(#C r682O0 SF SU~~B ~'RO~~D 200 W Sf ~ 5'J~~ ~Ea RROND[D !28.00 ~ ~ SuREACE NIEA P~HDEO: SOW 5' ~Ea . 968 ~ Y I ~ 6, PATq~/REPAIR STREETS, STRUCTURES, ETC, AS NECESSARY AFTER CONNECTION OF PROPOSED 12, INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES AND UTILITIES. DEVICES AFTER EACH RAIN AND FOR THE DURATION OF THE
~ I V'R PRD~JiH.~! ~ ~ } V91U1~ di~ifA tl'C UVa ~E PRPyi~i 156.06 ~1600.W f?"l ~ Y~ PRO D: !976.00 f'"J CONSTRUCTION.
TEMPORARY SEDIMENT TRAP 6 TEMPORARY SEDIMENT TRAP 7 TEMPORARY SEDIMENT TRAP 8 TEMPORARY SEDIMENT TRAP 9 TEMPORARY SEDIMENT TRAP 10 i N N II N I N ~ N ~ 13, STABILIZE ALL AREAS NOT COVERED ABOVE, WITHIN 15 WORKING DAYS OR 60 CALENDAR DAYS, WHICH EVER IS
SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET ~ SEE DETAIL THIS SHEET ~ SEE DETAIL THIS SHEET SHORTER, AFTER ANY PHASE OF GRADING IS COMPLETE,
ASSUMiPTIONS~, ASSUMPTICN~~. ~ A~SJMP~iONS I AS~`;r~1PT'~y'N~~ + -~~"aGPON i 1 ~ I Qj~~ENSIO,NS; - S , 14. FINAL CLEAN UP. 15. CHECKOUT BY DEVELOPER ANO HIS ENGINEER.
Nfl ~OEEf Ml IC OS RI~NF Lin ~~EfE~Ehl C OS MIHk f~[,S'Q; nn CU(it .'C' OS M~IR ~ Nfl C' ff0(Ni'~:` CS iNMR 9®.~; nn CCEr~iICN~.(~ OS ~~N(hb I 16. FINAL INSPECTION BY CONSTRUC110N INSPECTION SECTION.
~ . ~n CIkN91Y I: S.Ba~~f;R ' an Ni[N9`~`i' 6Ep'N2Nk . wn Ni[N9i1 I, 5.808+/NR ''en N1;H91r I~ ;2C~htFF ~ ' ~n N 9'!'I` 590.N/NP ~ ~ u ~ j ~ t n a a a71 a6~ats ~ t n uaa oz1 t n a~a 'a ~ ~ n arcs ~ t n a ray a~? ass ~ t n u, r ass ~
~n man ~n man ~n
CALCULATIONS: A C ' A?'~ONS~~ I' CALCULA i~ONS~ CALi,ULATI~NS: ~ CALCULA?ICfy'S, GENERAL SITE NOTES:
~ ~ `ra'a. 1~ CfS F 0'' ~S F<OwlCh~81: 2a aS 'A~~ i76 6S MI n'a: D.S~ CfS ~ '~1R1~ll ARE U,01 ACRES Ok 16162 ~ ~ ~EhCt A r ~ 0.4' aG~E: T4S1 Y a a OO'i N~1[` 1~ ~R'J]` 7 ' Kda Ff G J.GI a~RE. J4'Y~'Ro C 'UflfaQ PREa Rt C Ct e'R~, ~ _'~,t ~ 1' i aPf tN,1RfP aRl_~ ~ Ci BRED ~ ~ >~?Lf 0~'E , I ( ~ ~ 1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM TOPOGRAPHIC ~1RVEY 13. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO
I VaIJ OIINa 65~~6 f?'; ~ ` i'9'~i ~ 1269.17 I!"7 ~l' OU(~P 34at6 t'^1 i, JI4W, PERFORMED BY: NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC, THAT MAY BE REQUIRED FOR HORNER-CLOOR !ASSOC.. P.A. A t~EIE AND WOR!(ING SYSTEM.
SrAT'' `DE REOttREO. tt.~2 E1 ~~5~1 r i' ~a1r r' ~R!t9s ~ ~oR'~~ n~ r. ~2~ ~ I ~ sR~r ~E REar~e ,ds~ ri ~ ~ r~ Sh~R~ ~E ~a~~[c ~F~ ~R <sE r~ ~ 31 SALEM STREET 11i0A1ASVtLLE, NORTH CAROLINA 27360 14. ALL PERMIT'S RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION. ALL
19A611:f ~a PR01~Ek S12O0 T A~?!~OO T AWf~ft NU 96806 Y ~ ~ $UR~ACE w~a ~0~ hdB.i,C~ Y I' ~Rra;; afa P~~E; :a2GC s CONSIAUCTKk! TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE,
ro2l.oo rr7 uctu~.616oa fi'7 ~ U ~976.0o Erj i va~~r~ ~ov~ro I?96~x r,; I, itRv~~~x~ I~'; ~ 2. - ,i - - - 2. THE LOCATIONS OF All UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE COUNTY AND LOCAL CODES T AVAILABLE INFORMATION, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION Of G~ I j
TEMPORARY SEDIMENT TRAP ~ 11 TEMPORARY SEDIMENT TRAP ~ 12 SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET T T TI J ~ 1L Y p UTILITIES MATH THE UTILITY OWNERS PRIOR 0 COMMENCEMEN OF CONSTRUC ON. 15. THE CONTRACTOR SHALL VERIFY LOCATION ANO ELEVATION Of All UNDERGROUND UTILITIES. THE 't~ V R
I a ,cr„ c ~ 3. ~ D1edE~1S1QNS: SSuti_..~~ ~ a_~~MF.,JN~_ ~ LOCATION OF ALL EXIST9JG UTILITIES ARE NOT NECESSARILY $FIOWN ON PLANS AND WHERE 3. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE
I ' un CC`fEIQ C ;Nf HR I ~ >on Cffl~~~ IEN~ C~' O.S k!'H~ I AND LOCAL CODES. SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO ~ O EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. ~ i
I 4, u~,~;16n ~1E~Ir i~~ s~, INr~ ~ ~ 1qC.~: ~n m~N4~ sx~ N(~E 4, ANV dSCREPANCV IN THIS PLAN AND ACTUAL FIELD CONdTIONS SHALL BE REPORTED NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATKIN SHAH ACCRUE TO THE CONTRACTOR J ~ ~ ~ TO THE ENGINEER PRKNt TO START OF CONSTRUCTION. CONTRACTOR SHALL BE FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO J W 2
to A A. a26 ACRES ~ ~ to ARE ~a~ tso SIRES I t81~Ht 1 n j!„Jfl~ + ~ II RESPONS18lE FOR VERIFICATION OF All SETBACKS, EASEMENTS, AND DIMEN510NS SHOWN REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL 8E RESPONSIBLE Q(~ A f*1 FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR Z
i c~a~~~ ~ a~~,vs ~~a c N?~oNs ~I HEREON BEFORE BEGINNING CONSTRUC110N. CONTACTING ALL NONSUBSCRIBING UTlU71ES. THE CONTRACTOR(S) SHALL CONTACT NORTH ~ y
' - ~ I i i~•~'a~: ^~6 a° ~^w! ray i ~ 5. 5. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES CAROLINA 'ONE CALL' AT 1-800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. AND RA.W.'S, PUBLIC OR PRIVATE, PRIOR TO WORKING tN THESE AREAS. CALL Al LEAST 48 HOURS PRIOR TO ANY DIGGING,
SUREACf AREA RE~wRE6 ~n, aCRtE~ ~~~'~'~2:~i i ~ ~Rj~~ AREA ~RE~~ 2~ a(1?ES r~ ~,IJ'sC Sr 7, ACCESS TO UTIUT~S FIRE HYDRANTS STREET LIGHTING. ETC., SHALL REMAIN 16. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
VL1_ WiE~_~EC a'}~ ,..J ~ ~ Rr y~'F,~ '"J. 7. r~;y ~ ]Hit: 7Ul ~':IRIt ~6~ I SIIf,~_ ~ '~E,~iIR~ 7171 i~R it UNDISTURBED, UNLESS COORDINATED MATH RESPECTIVE UTILITY. BEFORE YOU D(Gl
SuREa;~ aREa E~Rnw;>E6.17~,r. ~E ! °~Rra~ AREA RRCNxa ~~r~~ 9 _Y 9. DO NOT SCALE THIS DRAwINC AS IT IS A REPRODUCTION AND SUBJECT TO 17~ LANDSCAPE PLANTINGS AND SIGN LOCATIONS AT ENTRAHCE/EXITS WILL BE INSTALLED CONTACT ONE-CALL CENTER
~I ~;kdRC G9 4~ir 61~;n1 ~ '+QU4E ~ ~ ~u~a' n^' D~TORTION, AND MAINTAINED SO AS NOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT ENIRANCE/EXIT LOCATKNS, PER LOCAL STANDARDS. 1-gOO-63Z-4949
10. 10. ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE UNLESS OTHERWISE NOTED. 18. SEEDING TO BE INSTALLED TO LOCAL REpUA2EMENT dt STANDARD PRACTICES.
1t. 11. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL 19. PRKX? TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO l hesc drawings are inswments of service and shall remain the property of the
DUE TO CONSTRUCTION OPERATIONS ALL STREET SURFACES, DRIVEWAYS, CULVERTS, VERIFY THAT All REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO
CURB AND GUTTERS, ROADSIDE DRAINAGE dTCHES AND OTHER STRUCTURES THAT ARE CONSTRUCTION OR FABRICATKIN OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS engineer whether the projen for which they arc made is executed or trot. They are dSTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE RECEIVED ALL PUNS ANp ANY OTHER DOWMEN?AiION FROM ALL OF THE PERMITTING AND rrot to he used by the owner or any other person on other projects or extensions w
REPLACED OR REPORED IN ACCORDANCE WITH THE SPECIFICAl10NS. ANY OTHER REGULATORY AUTHORITIES. FAILURE OF THE CONTRACTOR TO FOLLOW THIS this project except by agreement in writing and with appropriate compensation>n
PROCEDURE SHALL CAUSE THE CONTRACTOR TO ASSUME FULL RESPONSIBILITY i0R ANY theenginc~er.
12. 12. COMPACTION ANO MAINTENANCE OF PROPER MOISTURE CONTENT OF THE SOIL UNDER SUBSEQUENT MODIFICATION Of THE WORK MANDATED BY ANY REGULATORY AUTHORITY. BUIIDtNCS AND PAVED AREAS SHAH BE ACCOMPLISHED TO ACHIEVE 98X OF THE ~ Copyright 2003 by Westcott Engineering & Consulting, PC, All Rights Reserved.
STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS RECOMMENDED IN THE Sql REPORT Z0. ANY AND ALL QUANTITIES SHOWN INt IMPLIED ON THESE PLANS ARE FOR ESTIMATION t:xcept as permitted under the United States Copyright Act of 1976, no part of this PURPOSES ONLY, document maybe reproduced or distributed in any form or by any means without (IF AVAILABLE).
the written permission of Westcott Engineering & Consulting, PC.
LOCATION
~ I `
I I
N.C. HIGHWAY 109 -NEAR WALLBURG
•r ABBOTTS CREEK TOWNSHIP
~ ~ 3D' DAVIDSON COUNTY, NORTH CAROLINA
~ _ ~ /w
i ~ ~ 1:00 ~ ~ ` ~ I TITLE
- ~ tw - _ ~ TEMP. CONSTRUCTION ENTRANCE I I EROSION CONTROL LEGEND
9 3 1 ~Q (SEE DETAIL SHEET) 1
vu ~ ~ ~ i r + ~ . ~ ~ ~ ~ $ DIVERSION BERM ~
~ S3 ~ +o~ ~j, ~ , f~ - - - - CONSTRUCTION ENTRANCE -
YT ; - n 3a+pC 39; pp aOYGC
~ err ~ ---900 _ _ _ _ -o I TEMP. SILT FENCE
~ / ~ i I o I
y I - ~ - PROJECT N0. E-217 `,tt==tututhq~~
{ a. ~ ~r / ~ , . . --910 MP. SE IMENT TRAP CARb ~ ~ . I TE D DATE: 8 19 03 Kt~,.,~ ~~iy/
N X M+i ~ so + . N ~ t•~ ~ ` I l l P~ '7 ~I s \ cESSro +I ! : ` i
i ?1 ~ SCALE: AS NOTED ,
DISTURBED AREA: I °i 7,22 ACRES ~ DWG. BY: SDT LRE _ ~ = I ~ = 024442
~I i I 4' ~ ~ , I CHK. BY: MBW
1 ~ I f _.v
~ I ~ SHEET
Graphic Scale 4, B SIC
of 100 50 0 100 200
MI 7:1m
1 loch 100 feet
WESTCOTT ENGINEERING & CONSULTING, PC
J-------~---------1--------~------ 4135 MENDENHALL OAKS PARKWAY, SUITE 140
HIGH POINT, NC 27265
PHONE [phone] FAX: [phone]

.
- - _ _ _ - CONCRETE _ _ _ RETE -
~ - _ _ _ _ _ - _ _ BLOCKING J ~ - - IING ~ ?~-D" AP l0 iPP OF GUTTER. CURB, PAVEMENT PArCN OR EDGE OF aAV£MfN' W 7N~N J"-0" OF SfCAVD SAW Cur
~ I I~ _ _ . - _ UNDISTURBED ~ NOTE: r) fU11 CANE RESURFACtNO MAY Bf REAY1RfD
~ , < . - JRBED ~ zl oFDTr,E~c~iYB~ cN°cRfaeAOES~~ED£~RErrav ~ A( '~4 i ~ ~.H~
~3 - _ SOIL - (+'Y A
~ I _ ~ i ! 2 ~ - 8 ~ ~ A-A = 1NillA UI LC B-B =SECOND SAW CU' d
O
. -
~ ~ ~ _ ~ A A ~ ~ APaCf+E DR.
~ ii• M NAXIMW ! 6x6x6 HYDRANT TEE - _ ~ I ~ / PAM i
~ `I I ~ / ~,I ; ~ 6x2 MJ TAPPED PLUG _ i,~'' i, , ~ I, I' CENTER LINE ~ - 2x6 BRASS NIPPLE _ A\~~ s"/r9a~ ~ SITE
- _ . _ . ' 2 in. VALVE TREADED ~ I _ , _ I ~ - fx BASE
2~~L ~I~~9~>y ~ - ~ ~illl~(~~~~Illu'il~ltllllldl±i',l~ d~a'f~91~ ~f~l~~r~f lw~!!dia~'f EDGE Of PAVEMENT I _ ~ r ~ i - _ ~ - ~ 6' MIN A8C CGuASC .
I - ; ~ ~ T w I~ ROAD RIGH Of WAY I z ~ !J r ~ HAYAIORE DR '~(r v r~~ TONEY RiDCE
~ II~ ~ i ft~ICKEY RD. S
Q i ~ ~ ~ ~ r ' 1, COMAA~ TIOh' +'t ;?urRED A(IfR IRfNC" FL(& CCMPACRON
i ilk I `1 J J(% , t. fi I . i ~ ~lii ~ _ ~ I I BASE COUASE r'i ACED R£DUIRfD ~ AND COMPAC''P r IYPj n ~ SUPBGRADE ~ ~p
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i ~ NORMALLY 3' b' ~ N j ~ _ _ _
s~ } ~ i I 2 in, VALVE AND BLOW OFF ~ _ ~ CAMPACrfD ~ BACXfr((
aEAN ~ ~ ~"y I a' GATE vALVE wTH - - - - STONE ; ~ I I ! - - - NOT TO SCALE r1' NAVrNAt r1.
~ „ sa+Ew TYPE vuvE eox j ~ _ _ _ _ _ UNDISTURBED _j ~ i ~ _ _ _ - SOIL ISTURBED wrerN I VICINITY MAP
~ j ~l - _ i ~ ~ -
6 I , , _ I u: Ba8x8 M19RANT TEE _ REV DATE DESCRIPTION
i ~ _ -n A ,1-'f-'~~---1---,~, ~ _ 7 . , ~ ,Q ~ _ - _ - ~ ~ I'_ I-~ . i~f 7. . \ - CONCRETE CONCRETE ~
DRAIN HOLES TO BE ~ i li ~ ~ ~ ~ , ~ _ FREE OF CONCRETE ~ I A' ~ h ~ a. C is a ~ ~ : ~ r1 _ _ ~ i~ p~'~: ~ ~l _ BLOCKING BLOCKING
I ~ t,'~ ~ . ~ Ili r~ ~ ~ ~ = , CONCRETE -r-
THRUST eloa ~L,r - I ~ ~ ~ ~ : ~ ~ ; ~ j ~ _ - - , . .t m ROADWA Y
: I ~
;F ~ - _ ~ , . ~ ~ - - _ - NG>ES
r.„ - 119,08 /NSTA(!EC a rWD tl~'S C< 1-1/1
_ ~ - 5 ~ - MArfRIAC CEPINS ti"~JtD EOUA( FXISTINC, P(US r~ OR M1N'NUNS SNDWN ~WHIC~ EVER ~S GREA'E?J
Fat MA7fRrA! COu°ACrED r0 95X SrANDAAG PROCIp4 (lE>S N07 r0 £xCEfD 9 rNCNfS
_ - _ PROVIDE TACK CCA' 7Q A(L '/fRbCAL PAVEMENT SURFACES
SECOND PAUfMEN RENOUAi uNf B-B 10 Bf SAW CUt qv( r
0 MAV vAPr BASED `rftD CONDrrrONS At DISEREIrgv OF FIELD rNSPfC'OR.
STANDARD PAVEMENT REPAIR FOR PIPE UTILITY
12/20/94 PAGE A 12 20 94 PAGE D / /
12/20/94 PAGE I PLACED UNDER EXISTING PAVEMENT !0 94 PAGE I
ROADWAY
- - NTS -
e must have
vuvE eoz cow+ 1, Pipe; SDR 21 Lengths 20' Max, 2", 3", 4", 6", B". Pipe must have ~ NSF/PW seal stamped on it.
\ _
1~4Lu~'UT11(~~L~~L~.+!~L~~!~1 __~___~'~t~~,~ ,~`:~!da~w!'!:~l~~l!°l; ~ 2. Volves~ AWWA S~tandord s ecifications. Valves shall en left, T- ( ~aqr p oP J- ~D non-rising stem, 200 PSI working pressure iron body, resilient seat 'n left, resilient seat j-- ts' S9.5A OR 59.58 ASPHALT CONCRETE
- ~ gate valve 2 , 3 , 4 , 6 , 8 , Mueller, M & H, American Darling, ~ Darling, ~ B' CRUSHED STONE BASE (NCDOT A(~CRECATE
- K enned . _ Y BASE CWRSE TYPE A OR B)
i ,;j~~ r;! ~ - / r CGYPACIET) SUBORADE, SEE SPEdFICATIONS
- CONCRETE 3, Fire Hydrants; AWWA Type Dry Top National Standard, Trof>'tc type. frOffiC type. ' foR REQUIRED MATERIALS
_ 4 1 2" valve enin , 1 1 2" " - 1 BLOCKING / op g / pent., two 2 1/2 openings, one 4 j.'' ~ ~ ~ 1/2" opening, bronze to bronze scot, yellow barrel, red bonnet cops, gs, one 4 ~ bonnet cops,
_ - - not less than 3' 6" bur , o en left, Mueller, Super Centurion 200, Y p ~turion 200, ~ ~
~I - ---TAMPEO eACKrILL !i M & H 129 American Dariin MARK 73-1 Kenned K81A. c8t A. ~ '
~ - Y---~ ~I
i; li ~ - --1, ; - 4, Fittings; Ductile Iron it ~1 _ ~ P I~ I , ; ush on, M.J.
~ ~ i - - I - ~ J r _ All fire hydrants shall branch off with hydrant tee and most stub _ _ . - ~j5 ! outs. ' , I - - - - most stub - ~ _ -1 ~ I I-I' _ ~ -,~~-~~_~~I-~~~ „i-I~ ~I, ~~I-
! ~ - ~
!-~j~~---- - ; ~ ~ ~ - UNDISTURBED
. , I ~ - 5, All MIPX Bell Adapters 2" and 3" shall be Horco. _ r,, ~ :M~ . ~ SOIL SUBtiRADE COYtPACTED TO A t~MIMM 9B% STANDARD PROCTOR MA1t1NJM DRY DENSITY (ASTM D 19!). REFER
~ !i ~ - - --'~_M~ ~ - 6, All threaded pipe (nipples etc,) shall be brass 2" and 3". S• TO SOILS REPgt1 i AVA1lA8tE.
- - - = - 7. Iv axe 5 1 4" c it wi h WAT R wri n th li r w Vo e b s / ost on t E tte on a d, sc e ~e lid, screw
type.
r 8. Meter box plastic 12` deep Brooks X1419-12, Jones, Meter box lid, T T ASPHALT PAVEMEN DE AIL ster box lid, N~ ~ 1~1ST
i 1 } soled cost ran 5 Ib. men. tllln'p
~ ~ R or
! r~~e~ ~.C;/~'./~ e u~Yc7)~ /~~~1 lOl,~r5, ~ ~~ace CO~>xYef~ 9. Linesetter; Ford LSVBHH41 233W, Mueller B 2418E-2A with J H-14222 and H-14227 end pieces. with ~1 F
fQ~~I;' ~rl~ j0~„,.1/ ieQ~`i~~~f0%!"c1Xll'~I~ ~i/ZQ ,O
uNasTUReEO soy ~ ~ 10, Tubing; Type K Copper ASTM B-88. / ~ / f ~ i ~ ~ A ~ 4, o . ~~.~.n, . ~~_ibe., ~a,/ ill; ~ffi , t~ J ..t I
~ 11. Corporat(on stops; Ford F-1000, Mueller H-15008, Q Fri
W/Q ' ~WlII' ~""7~~ c,r C'fl7l 'i0/ ~ '%~~rJ,'%~ ~ y erg ~ r~; .y
/ ' ~i% l.'%~? 12. Service saddles; Muller H-134, Ford S70, CC Threads. bioc,~~r~, ~ ~ , ~ , _ r ~_~~~ete
12/20/94 PAGE G 13. Tapping sleeves Stainless Steel, full rubber bock, JCM, Romac-SST, Ford, Smith-Blair, ~omac-SST, YOU l~[G! .
CUNTA~"i' UNE-CALL CENTER
1-St2.4949
These drawings ue instruments of service anti shall remain dte property of dx
12 20 94 PAGE B UNDISTURB CONCRETE ED engineer whether the projeM for which they are made is executed or not. They are not to be used by the owoet or any other person o0 other projects or extensions to
BLOCKING SOIL this project except by agreement in writing and with appropriate compensation to
9 25 _ 1 ,JrNbY(ub"I~Vd771~Ytllf iWfllWwu.'IIfW1i~YIIL7d1YYfV~'ilG~a.WiiPLWwdJ~d6~R'C'~~~e~YIIW:JIryhdL~ftAWJ~~':YLJ~~:u~il(W~1FW'8Y1iJLuY'dCJ4~Y!.lY~'IY'1iYi4'WYWriCL _ _ - _ i MIN, 9 25 94 t~ rngi~r. c
1 I I-I'A Bc Copyright 2003 by Westaott Engineering & Consulting, PC, All Righ4s Reserved
I _ _ ~ ,I _ _ _ ~ } - _ - - I6 ~ DENSELY _ 50~_p~ _ _ iixcept as permitted under the United States Copyright Act of 197b, nu part of this RIGHT-OF-wAY document mey be reproduced or distributed in any form or by arty means wiihoud
li I - ~ ~ ~ ~ } J COMPACiFD N 1 j the written permission of Westcott Engineering ~ Consuhir>g. PC.
~ I - Ij------ X2,000 P9 ~ BACKFILL - ( ~ CONCRER ~ ~ ~ y T V i~- 10' MINIMUM ( I ~ i' 1 . GA E ALVE I I ! ~ e'-o' 20'-0' ~ _ e'-o' e'-o' 1 ~ - - --y t'~-- SHWLDER PA~£IAENT ~ SHOULDER-~~~ DITCH ~
AND BOX li ~ I ~ " i' il a I ~ ~ SLOPE 1
it I 1 I ~ I t/4• r i * LOCATION ,
_ I N i
1 ~ , N I ~ ~ i 'I F~ b BE D ~ I I~ ~ stoPE V
' X67 STONE ~ CONCRETE i o CONCRETE BLOCKING ~
BLOCKING ~ ~ _ - i _1 ~ ~ 1 _ ~ N.C. HIGHWAY 109 NEAR WALLBURG
~ CLASS A CLASS B ~ ~ T R K TO SHIP * TERRAIN _MAx. sLOPE i ~ ABBOT S C EE WN
CONCRf1E ARCH GRANULAR f01MOATIOl1 LEra rt _ i t DAVIDSON COUNTY, NORTH CAROLINA RaLING r t ~
~y'~ ~ ~ HuY t-t/r.t srec oR ABC '
7 (i J Y T TITLE
COMPACTED ~i ~ BACKFILL „ { ~ ~ . LOOSE ~ i z z
BACKFE.L \ i I$ TYPICAL ROADWAY SECTION
CONCRETE %r BLOCKING I I ~ T.s.
~
E>asnra oR r ~ r
PROPOSED S' WJ(. ~11ETER 80x AND LID i PAVWC y ~ r~
= } UNDISTURBED } e° SOIL o 1
_____--~i ~ t _ -,~ar~u, i I , - - - -
j ~ I i' , , i CLASS C i`• CLASS O PROJECT N0. E-217 ,tNtenq
T ABN~ I ---TARED BACKFILL ~ ~ i ~ - ~ ~ GRANULAR rOIMDATION FUT SUeplADE MAx CAR DATE: 8 19 03 ~ a~ ~ r,
2/• MN. % i. f ~N,
~ ~ ~ T i i~~ ~ - I ~ LEGEND _ _ - _ - - ~=-==-n~ _ _ ,~~R ~ ~ CONCRETE ~ DEaiH av eEOONC SCALE: AS NOTED a
TO Hg19E-- MATERIAL Ef].Ow ~ , ~ TYPE K COPPER OUTSIDE DIAMETER _ _ sERWCE LNE r BLOCKING DWG. BY: SDT/LRE 02 r
PpE DIAMETER SANG OR LOCALLY I I ~ r dw i ~ i, H • BACKFlII C04£R A80V£ TOP Of PIPE r PIPE CHK, BY: MBW a (t ~
s i„ ~ r't - ~ -d
1 MIN. APPROVED BEDDING D ¦ INSIDE DIAMETER t 30' TO 6D' SHEET
J o ft EELOW PIPE ~~Illlf 11i/111
PVC MAIN d6' d: LARGER LB' d - DEPTH OF BEDDING MATERIAL BELOW PIPE MATH SADDLE of
NOTE: USE 467M OR A.R.E.A. (AMERICAN RAILWAY ENGINEERING NOWEERINO
ASSOC.) /t STONE FOR 21" AND LARGER PIPE. WESTCOTT ENGINEERING & CONSULTING, PC
4135 MENDENHALL OAKS PARKWAY, SUITE 140
LINESETTER INSTALLATION BLOCKING
PIPE BEDDING DETAIL HIGH POINT NC 27265
- N T. S. 12/20/94 PAGE C 12/20/94 PAGE N~ PHONE [phone] FAX: [phone]

_ _ _ r M 5 ~,a , - ~ ~ 'f~; .
S~J ~ S]Ee.x Sly NORTH AMERICAN GREEN DRIVE STEEL POSTS 18• INTO GROUND ATTACH YMRE FENCE TO POSTS AND ATTACH THE FILTER fA~tIC TO 1f+E MARE SEEDBED PREPARATION
,f~MAT IN CHANNEL AND EXCAVATE A 8" X 8" TRENCH UPFAII ExTENO ~ BOTTOM OF THE FENCE FENCE AND EXTEND THE BOTTOM OF THE CONSIRUCIION,~ECIFfCATIONS: LED rE(~FICATIONS:
CHANNEL ALONG TIC UNE OF POSTS. B` INTO THE EXCAVATED TRENCH, FABRIC 8" INTO THE TRENCH. 1. USE A SYNTM~TIC fIL1ER FABRN ETIC fILTER F OR A PERVIOUS T OF P YPROPYLENE NYLON t. INSTALL SURFACE WATER CONTROL MEASURES ACCORDING TO PLAN. ABRK: SHEE OL 1Y !GLYETHYIENE YARN, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER 2, AREAS TO BE SEEDED SHALL eE RIPPED AND SPREAD WITH AVAILABLE TOP 5011. 3~ DE P,
EPTH POLYESTER, OR tAOLYETHYIENE YAR D / AS CONFORMING TO THE REOUIREME 1 ~ t0 THE REWIREMENIS SHtriNI BELOW. E C~ TOTAL SEEDBED PREPARATION DEPTH SfIALI BE 4 TO 6 DEEP. H
SYNTHETIC FR.T~t FA9RiC SHOULD ~ ~p FABRIC SHOULD CONTAIN IH.TRAVIOLET RAY INHIBITORS AND STAdUZERS TO 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO A'ryT
I ~ PROVIDE A MitMNMUM OF 6 MONTHS RANGE OF 0 TO T20f, 1M OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE THEY WILL NOT INTERFERE WITH ESTABLISHMENT ANO MAINTENANCE OF VEGETATION. R(j 120f, o
1 MAX. 8' i BETWEEN t- 4, IF NO SOIL TEST IS PERFORMED, APPLY 2 10NS OF FlNELY GROUND DOLOMITIC LIMESTONE ^
POSTS ~ t ~ xa~~-' 2. ENSURE THAT POSTS FOR SEDN DIAMETER OAK OR 1,33 Ib NEAR /u C ' POSTS FOR SEDIMENT FENCES ARE EITHER 4-INCH dAMETER PINE, 2-INCH PER ACRE, 800 POUNDS OF SUPER PHOSPHATE OR EQUIVALENT PER ACRE, AND 1,000 POUNDS R 1,33 Ib/LINEAR fT. STEEL MATH A MINIMUM LENGTH OF 4 FT, MAKE SURE THAT 1 i -1 3 OF 0- 0 0 FERTILIZER PER ACRE. LIME, SUPER PHOSPHATE, AND FERTILIZER SHALL BE
STEEL POSTS HAVE PRO,ECTIONS Ti ,~z, rE PROJECnONS To FAquTATE FASTENING THE FABRIC. APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING STEP TWO ABOVE. 2 APACHE DR.
3, FOR REINFORCEMENT OF STAND. i $MENT OF STANDARD STRENGTH fIL7ER FABRIC, U~ WIRE FENgNG WITH A 5, APPLY MULCH (GRAIN STRAW) AT A RATE OF 5,000 POUNDS (2.5 TONS) PER ACRE.
t"~~ i 8 ~ MINIMUM 14 GAUGE AND A MAXIMUI 1 1 v~~,o,, ~~,or'j v~P o~ E AND A MAXIMUM MESH SPAgNG OF 6 INCHES. SITE
/ ~'~e / E A ; j A
~ ~ PHYSICAL PROPERTY P6~EB,IY ~
I STEP 4; BACKFILL THE TRENCH ANO COMPACT flITERIHG EFF1gENCY EFFICIENCY g~ (y~) HAYMORE DR STp?rEY RIDGE
B ~ THE SOIL FIRMLY TO ANCHOR THE BOTTOM OF THE SILT FENCE SO THAT SECTION TENSILE STRENGTH AT TRENCTH AT TAN AR TR N TH- f - PLANTS do MIXTUR MICKEY RD. • s D D s E G I ES RATES/ACRE PLANTING DATES
RUNOFF IS FORCED TO GO THROUGH THE 20% (MAX,) ELONGATION ELONGATION 30 fb./Ih IN (MIN)
CHANNEL SLOPE - D FENCE AND CANNOT co UNDER IT. STEEL POSTS WIRE FENCE 'HOG PARE` (14 GAUGE MATH MAX. XTRA N ~ E SIRE CTH- TALL FESCUE 100 ~ 1. AUG. 15-OCT. ~pV6
MESH SPACING ¦ 8 IN. dOIE~ 50 tD/lin Nl (MIN) 2. FEB. 15 -APR. 15 ~pOY N, ~
FILTER FABRIC SEE BOT1dM OF FILTER UUST SLURRY FLOW RATE ~FELTER RD. .OW RATE 0.3 qa1/~q it/min (MIN)
DITCH NUMBER A B C D CHANNEL LINING/ HEIGHT: ~ BE PLACED IN TRENCH SPECS FOR MATERIAL AND SECURED BY PLACING (FT /FT FT FT STAPLE PATTERN ~ ' MAX. 3' ~ WASHED STONE TO A HEIGHT of TALL FESCUE 30 LBS. ~ 1, AUC. 15-OCT.
l ~ \ ~ ~ / ~ MIN.2 I BOTTOM OF WIRE FENCE AND 8' ABOVE GROUND LEVEL. AND RED FESCUE 20 LBS. ~ 2. FEB. 15 -APR. 15 NOT TO SCALE .
` -FILTER FABRIC BURIED 8• IN ~ EXCAVATED TRENCH. VI CI N i T Y MAP I
1 3.0 0.0 1.0 ,0241 S75/D INSPECT SEDIMENT FENCES AT LEAS MAKE ANY REQUIRED REPAIRS IMMEI f FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. ,TALL FESCUE 30 LBS, tED REPAIRS IMMEDIATELY, AND SERICEA LESPEDEZA (UNSCARIFIED) 40 LBS. i 1• AUC. 15-OCT.
2 3.0 0,0 1.0 ,0897 C125 D = i / ,gyp _ ~ STEEL POST DRIVEN SHOULD THE FABRIC OF A SEDRIIEN' ~ REV DATE DESCRIPTION 21C OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR I - -
3 3.0 0.0 1,0 .0595 C125/D 0'M` T8' INTO GROUND BECOME IN EFFECTIVE, REPLACE IT T1VE, REPLACE IT PROMPTLY. REFUGE BURLAP EVERY 60 GAYS. I I
TALL FESCUE ~ 60 LBS. JULY 15 -AUG. ~ ' DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE AND BROWN TOP MILLET 35 IBS,
. 900 _ ; _ 4 3.0 0.D 1.0 0 0350 E - - REMOVE SEDIMENT DEPOSITS AS NEi / VOLUME FOR THE NEXT RAIN AND 1 NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE, TAKE INDERMINING THE FENCE DURING CLEANOUT,
1. 90D C12 D CARE 10 AVOID UNDERMINING THE f 7 3,0 0.0 0 0 5/ I
REMOVE All FENCING MATERIALS Ai 8 3.0 O.D 1.0 .0595 S150/D THE AREA TO GRADE AND STABILIZI 2IIG MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING TAl1 FESCUE ~ TA I I T AF TING DRAINAGE A ~ 60 18S. j NOV, -JAN, ODE ANDS B L ZE I TER THE CONTRIBU ARE AND WINTER RYE GRAIN (NOT RYEGRASS) ~ 25 LBS. ~
SILT FE N C E_D_E T_A I L HAS BEEN PROPERLY STABILIZED. RLY sTAe~lzeo.
9 3,0 0,0 1,0 .0897 C125/D NTs
10 3.0 0,0 1,0 .0241 S75/D WEEPING LOVEGRASS 3 IBS. AND SERICEA LESPEDEZA (SCARIFIED) 40 LBS. MAR. 15 -JUNE 15
i
TYPICAL DITCH SECTIONS j
QFSSb AGGREGATE SIZE -USE 2-S INCH WASHED STONE j COMMON BERMUDA GRASS B LBS, (HULLED} ; 1, APR. 15 -JUNE 30 i ~ 10 LBS. (UNHULLED) 2. FEB. -MAR,
CBL1E81d - DIMENSKlNS OF ORAV:I PAD - 1MICIfNESS • 8 lICF[S YllMAIM I i - ~
Ng1H • 12 F001 MMTUM Of FULL MD1H AT ALL POINTS Of 11E YElMgA.AR ENTRANCE AND E>aT AREA w1d[14ft IS CHEATER
LENCn+ • Ao FOOT NMAAM LOCATION • LOCALE OpISTAUCA011 ENTRANCES ANO EgTS TO W1 I
SEDI~NT FACIi IEAYMMi 111E SI1E AND TO PROYpE FOR YA1(WM ~ UilU1Y BY ALL 001151AIIC110M 1EHICtEA AV00 51EEP GRADES 'T. I
AND ENTRANCES Ai CUt4ES N PUNUC ROADS, v>
SITE Cdp110N5 MAY AEOURE YARIA110NS FROM TItSE OE9C11 CRITpM VARUIN]11S MALI BE DEIERWNED OR APPR01Ep dY 11( APPROPRIATE STS]CER090N CONTROL AU11igtlTY,
I Do Row 3DC f`' w
/ / ;fit
/ ~
'p ~ M. COMPACTED i
2' MIN - ~ _
~el 4'Tl I OUTLET Do 3Do Lo W ~ ~
~ ~ NUMBER I ~ 18' MIN F~0'M
~ ~ (IN) (FT) ~
_ ~ r 'i Yom. ~ ~ I~~ t 15 3.75 18 8.45 - - - - , - _ 1.
~ _ ~a 2 15 3.75 6 3.75 - - -
~ ; ~ "'m. tg 3 36 13.25 16 13.65
I~' ~ NOTES: ~ ~ ~ PLACE RIP-RAP AR ES: - - r---- s' TYPICAL
e' MIN. -Y-; rHigcNE55 '~~~i-.,~;.y;~"J-.,~_, 'j ~ BY THE ENGINEER. :E RIP-RAP AR UN PIP A IRECTED 4 30 7.5 47 21.3 0 D E SD fHE ENGINEER. 5 30 7.5 39 18,1
• CONSTRUCTION SPECIFICATIONS
Z" TO 3" ~ ~2 ~ COARSE AOg1ECATE ~ ' ~ 1 = _
i 1. REMOVE ANO PROPERLY O15POSE OF ALL TREES, BRUSH. STUMPS, AND O1HER _x ra.oE OB,ECTIONA8I,E MATERIAL.
` 1 ~ 2 ENSURE THAT THE MIAIMW CONSTRUCTED CR05S SECTION MEETS All DESIGN
- REOU1lEMIENTS. ,
CONSTRUCTION ENTRANCE DETAI ~ ~ J . ~ x" ~n'~,... - 3. ENSU THAT TH TOP OF THE Ou(E IS N01 LOWER AT Y T . k - RE E AN POIN THAN 1HE
NTS SiNiMETIC FILTER - - _ DESIGN ELEVATION Plus THE SPEC~IED SETTIEMEt1T.
• FABR~C (AS PER NCGOT -f - - - 4. PROVIDE SUFFICIENT 80011 AROUND dVERSIONS TO PERMIT MACHINE
SPEC ,~^C56 TvRE-il ~ - - CLASS 8 REORAOMIC AND CLEANOUT, aAss e
RIP-RAP EX CROI;NG RIP-RAP 5, VE~TATE 1HE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT Nlll REMAIN IN PLACE LESS THAN 30 WORKMIO DAYS, ~ FIST
~1 ~1LtfiY
MAINTENANCE 1 ~
-12•-; RIP-RAP ~m> ~ STAPLE PATTERN GUIDE - IP-RAP OUTLET PROTECTION DETAIL INSPECT TEMPORARY dVERSK>HS DICE A WEEK AND AFTER EVERY RAINFALL (1~ ~
~ , N TS IMMEDATELY REMOVE SEONIENT fRdl RE FLOW AREA ANO REPAIR THE ~ Q dVER510N RIDGE. CAREkU.LY CIECII OUTLETS AND MAKE TIMELY REPASS AS
e• `..-5" `5cT-12 5cT) -i' r rsc'"-'2.5cT` NEEDED. WHEN THE AREA PROTECTED K PERMANENTLY STABILIZED, REMOVE ~ $ ~ THE RgOE ANQ Aff CHANNEL 10 8140 IMTH THE NATURAL GROUND LEVEL
A i, AND APPII~IA1gY STA8R11E IT,
y t r 2 ~ , y
~ ~,F~,` y,~~ ~ i~ 15 cm ~ I 3~ .G.9~''~ i~
~ S' ti ) ~ ice` ! i N ( R T~ } - 'I~ ~„1' - I b Sm I ~ i ~ r-, ~t I L I ~ TEMPORARY DIVERSION BERM DET_ _ AIL
~ ~ ' N T S BEFORE YOU )DIGS
~ ~ ~ ~ ( ) ~ ~I;~~-j / I 'a549 ~+ICh?.A~ d~ N6rcTH COh"TACT ONE-CALL CENTER
1-8A8-632-4949 OVERFILL 6"
r~ ~ ~ ~ l ~ Q USA '~-200-7'<-2040 ~ 30 / FOR SETTLEMENT
!I CANa~a '-800-aa2-~04C DESIGN / ; ,i ~ ,-4"-- ~ »~«a -ogreen c6rc, SETTLED ~ r l .cam 1 These dwwings are iaatrumeats of service and atoll n:agia the ptopaty of the
~ ~ ~ TOP 21 4" (10 cm) ~ 'I 21 " ~ engiacer whether the project far which they are made is execated or tom. They are
MIN rot to be used by the owner or any ~ person oaodrer paojecta ~exMnsi~s ~ ~ coxsTRUCTaH sPECIFICArloxs ~ _ ~ this project except by alreeroent in writing and wAh appropriate rnmpa~ation to
~ i= 1 _ ~ - _ I ~ 1, 1. CLEAR, GRAB, AIO STRIP THE AREA UNDER THE EMBANKMENT of ALL VEGETATION AND the en inset:
~ Y-6" ~I;^~Etc A.'r ihP r ~ ~!VOfth Q:mPnr~n T.S Ii t - ~ 4 FT MIN _ 11, ~I`' R00T MAT, REMOVE ALL SURFACE SOIL CONTARiq~IG HIGH AMOUNTS OF ORGANIC MATTER AND g 1.5 FT x<~ _ - . - ~~ti~ „~~.,,J ~ _ _ _ _ _ STOCKPILE OR O1SP05E OF IT PROPERLY. HAUL ALL OBJECTK>HABIE MATERIAL TO THE C Copyri ht 2003 b Wcatcott En ' rin & Coasultan PC, All is Reacrvcd.
I ~~d 11 i i~d - green ~ ~,ta(r," F c!ny,~iac I St0'reS i - s~~ . ~ - - DESIGNATED DISPOSAL AREA. 8 Y B~ g & ~ - ~ ~ 2:1 SIDE Except as permitted under the United States Copyright Ad of 1976, ~ part of this
~i,i~~~ X11 ~ \iA ,~,r~. ~,~e 4L 1 ~ ~ v ~ g" _ ~ ~ . , . e~ ao. 5 FT FT - ~ - SLOPE MAX document rosy be reproduced or distributed io any form or by any mans without
O ~ b"~ MAX Flll . ~ _ ~ J FII FKL A 4 ~ - _ - 2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, the written permission of Weskott Eaginaring A Cansul4ng, PC. FILTER - ` 1:1 SIDE - EMERGENCY BY-PASS MATTER, AND OTHER 08JCCTIONABLE MATERIAL PLACE THE FM.I 1N LIFTS NOT TO
% ~ FABRIC ~ ~ ~ SLOPE MAX 6" BELOW SETTLED EXCEED 9 N1CF~S AND MACHRE COMPACT IT, OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW .-F _
---0 -8" I I I - - I 8" i~''' ~ I(TOcm-15em ~ i 2' (C 6rr,) T. , .L' 5m~ _ TOP OF DAM ~ SETTLEMENT' LOCATION L _ _ - - _ _ , _ - _ , _ ~ 3, CONTRUCT TIC OUTLET SECTION kd THE EMBANKMENT, PROTECT THE CONNECTK)N BETWEEN
i t' 1 m ` n , S ~ - 4 , ( ) ~ i ,.,-9m. i Seom S!i'Cr~ 3 FT LAIN I. THE R~RAP AND THE SOIL FROM PPING BY USRIG FN.TER FABRIC OR A KEYWAY CUTOFF '
• I - ~ ~ NATURAL GROUND _ ' 1RENCH BET1wFEN THE RIPRAP STI~NCTURE AND Tiff 9011. AL GROUND A T!E FlLTER FABRIC BETWEEN TIff RIPRAP ANO SOIL.
A f r-" ~ I 8 EXTEND THE FABRIC SEC~ON ACROSS 1NE WAY FOUNDATION AND SIDES TO THE TOP OF THE DAM; OR
PREPAkE 9 ~3E '~~N TA y,; 9'~NkE'~S, NC ~l:iN'. aN ivECEuiaR APL r'ION ! ME K ZER Atv~ E ~~°~E ~ I ~ ; . - ~ -1 ~ n I ~-~L"-~..t i +~~rN .S!N~~ ~E~-C-SEED D'~ NU~. SEED !'REPAhED AREA CFL~ 'J-~Et_ ~JS 9E Iti~~AL~Ev wl~d oAPEP c„E J'. NN ~ I ~ 3-;' ;,tvr~; B) EXCAVATE A KEYWAY TRENCH ALONG THE CENTERIItff OF THE SPILLWAY FWNDATION
o~ - - - T - ~-I- d' (GSm; Iii _tC!N THt ~,P OF THE ;,hANNEI B 4NCH~RIN" 'k dikNKET ti a - 5cm' CEEP x 5' ( rr~, h E REh~_n EXTENDING UP THE SIDES Tfl THE HEIGHT OF THE DAM. THE TRENCH SHOUlO BE AT LEAST 2 FT DEEP ANO 2 FT WIDE WITH 1:1 SSE SLOPES. N.C. HIGHWAY 109 - NEAR WALLBURG
~N"~ ArPR,AXIi 7 ! t 1" t1 r-;'~ ~F A,~fi~1 xT~N^-~ ~;;,.'v^ r - L: YE P_%PTIJN O~ Trit ~~ENCH nNt~~;-R 'NE I dA E~ {~~c BL N E u~ ~E ~ E1LA~tikE` W!~N 4 ROW Cc STAP~E'~/STAKES APFROXIMATE~~' ~ (3J.rr.; rFAn? it, ThE BOTTOM OF irE TREND='-. E~~h'~_L t z. i'Om,' ABBOTTS CREEK TOWNSHIP 5 ~ _ 4. CLEAR THE POND AREA BELOW THE ELEVATKXV OF THE CREST Of Y T
~(~i~ A!T "F'F.R y tt, rcf -fl A~ c P „a. - 'z~, ^-i C~,T'~~ ANi~ ~ .~P ~ THE 'R~NC1~ ~ STAFCNG- APG'L SEEC .._dPA~ ,JL NC OLD E. VNG ~ ~ ,vc _N MIN. FA to T T ~ SP~t.WA 0 DAVIDSON COUNTY, NORTH CAROLINA ~ CIU TE 4EDYEN CLEANOU .
~~~r 6LANkE? BACK OVER EEC ANn ~~PIPA~'ED SOIL. SE,:URE BLANKE" ~.~EP COti"PAr'EC ~Jil N'Tr a ROW OFE'ka."`~:ST:.K~~ i ~ SG%,CED APPRJx!MATEL~ (3Crm) ArAR? ACROS_~ THE N'IOTH pc THE 3L=NKET- it I _ _ - 1.5 FT 5. ALL CUT ATO FlLL SLOPES SHOULD BE 2:1 OR MITER.
- d C'.T~l n~ ,rte !'T' u^ - ~ 1~ prl~' 11 ^p.y- ~ C ~ ~ ii .IL~ ._~''ER a~nNKE' 'N ~~R._,~ivTt . W.1~~R P'wN IN B_i!O'M _ ~ti6r 7i-N6KC Jr',LL .ti W~ H APFrc k,;,TE SL's ~i I~'~~, i~ I~ T~ TInE 1800 CU FT/ACRE
aGA'NS. i~E ~O~l ~GPFA!E, Arc 5~4NKET~ idUSi BE rEiUREt~ tA~'tti6~ rJ 5Gr_ E.,Rhr~.'~ Br rLACIrvG ~TAP~~S.`S1nE; - ~---~---.--a~-~ ~N APGRUPRiATE LOCATIONS AS ShC'NN IN T!,E ~?AP'~_E cq1?EFN pUC~E W'~EN uSNV ~ '!QNAL :YSTEM". CTAF E~'?AWES ~ STAPES FER 50 rB i? STAPLES PER SO ~C'. S FT 6• ENSURE 1HAT 1HE STONE (DRANAGE) SECTION OF THE EMBANKMENT HAS A MINIMUM
:u:~~_4G EE P'_ACEG THROUGH EAC'~ OF T~+E I~LSRED DOTS LCRR__?,~NC~~ti'• 'O 'NE aaPROPR!ATE STAPLE PA'TE'PN 3~ ,'aP~ES PER SG 0 STAPLES PEP SO- Mj 1 " 7 T ~ -~rt'~~ ~ ~ ~ MAX. BOTTOM TIDTN OF 3 FT AND MAXIWM SIDE SLOPES OF 1:1 THAT EX1EN0 TO THE BOTTOM Oi 2 ~ S ONE _ , ~ ~-y ' " THE St~1111MAY SECTION, n
G FLACt ~.~NLECJTIti'E BLANKETS EN= G~EP EN'~J ~'r~~NCLE ST~t E; WI'u ~ a~- ~tuc^--'~Scn^) OvEPLaP USE A GO~ELE ROw QF b=an~ets w`n tr~eryop'~enol Ncrth Ame(~c ~r ':r bio~~e!s wtr ;^eryop?ICnol Nortr Arreru7s'; , 57A='LES STASGE~~O 4„ ~IUcm; aPAPT ANO e~ ,'Ocrr,' SN CENSER EE~_~RE BLaNKrTS :;veer _OT 5s,em place stoP~esisic~es ,ree^ DST System place s!op~es;slJ'Fes .k, ` 7, CONSTRUCT THE WfIMUM FgJ19HIsD, STONE SPE,LWAY 80TTOM MIRTH, AS SHOWN ON THE
^~cugh eocr o4 +re RED colored dots. 'Trough eoc~ o` the GREEN cclo~ea dots 5 EUL ttNOr~+ EDGE 0= BLANKETS A' ?OP QF SIDE SLOPES 6"u'~S' BE ANCw°EC ;N''n A RvFb GE STAPLES %STAKE`. APP~ROxrt~IATE. . ,r~ ~ ~ 1.~' h"rc PLANS, MITH ~ 1 SIRE St.OPES EXIt~f01NG TO THE TOP ~ T 1 HE OVER FILLED EMBANKMEN . t
I~. '3~'~eml APART ati A, 6° (75cm; CEEP c° i?5cm1 WIDE TREN'.'H BACkE~LE '-NC _CUPA~~T THE TRE?uCH PEEP ;raPUNG_ YX=` KEEP THE TNCKlES$ OF THE 510ES OF THE SPILLWAY OUTLET STRUCTURE AT A MINIMUM OF 21 ~ INCHES. THE 1~t WST BE LEVEL 1WD CONSTRUCTED TO GRADE TO A981~tE DESIGN CAPACITY.
- T S. _ T a~'t A raj UO~T BE ' i~R~APPEG PPP x M v! J' BL NK~ ~ J' _ ~ A 0 ' ATE Y '~-O 5 m < vEFENi~iN~ :N BLANKt Pc nN_' STAPLE=~ ,E -1[ SCr --I'-~ F _ _ ~ ~ _ 2 ~~iM-~~ SCm~ e ~pr PRiP'R ~A A.'NM TH iF TH R ~I-~~M: A e.NKE 'ANKH" 'EiN~ ~NSTA !E CP~' vEN ~ - 'I~ • - , ~ FIT FA I B. MA USED IN THE STONE TI -
_ Eti_~ u t 5t M .'h EN'. PLACE E ,.,CE L E E ~ ~L B~ _ B C~ u E 'HE ~ OLOREC~ S AM cT TOE`"ON TH B~ ANKET BEING G' ~ RLAP~EC -`~'-C' , ry - L ER BR C TERIAL ~ ON SHOULD BE A WELL GRADED MIXTURE OF STONE CROSS SECTION IWTH A es0 92E OF 9 RICHES (W?55 B ERO90N OONTROL STONE IS RECOMMENDE AND A }
~ ..P7 ~L I~~~ L.,m? i IN HR~+ ~!.GYV%NANNE'~ APP~i~41!ONS~ A j7AP~E i~uEl.K S~!T IS _.~OMt~"EN~_E 4T 3C TO 4p FOCT i§m-'.~~-~ .N?Ek~,A'~S ~St" I'~ I ~i MAXNAUM STOLE 92E OF 14 INCIff$ THE STOVE MAY BE MACHINE PLACED AND TH SMALLER
o C~2':6~_E R^w uF STAP:_ES STAGGEPEO a" ri,,,,:m,J APART AND a ~'~~-m,~ _N _ENTER JL'ER ENTIRE ~r'IGrH pF ' ~ ~;rANNEt e' i ^.,,lr ) ~~I +i ° ~1.AINT"ENANCE ` W - N- ~ ~ ~ _ Seom ~ ,,r'" STONES NnD THE VOIDS iF tNE LARDER STONES. THE STONE SHOULD BE HARD, PROJECT NO. E-217 rtpnrualN d.AINTEN ANCE ANGULAR, l~lY WEATHER-A[9STANT, ~b,~
_ -hE *r4 d:' ENC OF THE G?NKE~ M_St fiL AM~HCR' W! H A P~ ~r # AP tS/ TkhES APPROXiMATEU 10 ,?~,n.l AP,.kT ~ t; ip °m? 1 ,r C~ml ~ INSPECT 1EMPORA !N A 6 "5~~m~ DEEF X 5~ ~'Scm1 y, DL "RENCh Bk~KEiLL AND ;L~1Fd~._~ THE TFtN!;N Ai?ER ~TAPUNG. i~ ~ i~ i ~ N T Y T REACH RI T RAI F AT ' ~ SPEC 1EMPORAR SEDIMEN TRAPS AFTE PE 00 OF SIGNIFICAN MALL D E. $/19/03 h
REMO T VE SfOMiEN A I t I` I ~ ~ ~ ~ SEDIMENT HAS AC tMOVE SEDNAQIT AND RESTORE THE TRAP 10 ITS ORIGRIAL DArEN90NS WHEN THE 9. ENSURE TTIAT THE STONE SPILITMAY OUTLET SECTK)N EXTENDS DIJMRISTREAM PAST THE TOE Ip iEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE OF THE Eli~li(irtNT UNTIL STABLE CONDIIKINS ARE REACHED ANO OUTLET VELOCITY IS SCALE: AS NOTED
NL;iE- ~ ~ O,. n E,,,-1 ~,"'B C CR',i~CaL PowTC • ~ P~Z^NTAL STAPLE SPACING SHOD BE _'EREC' -14- 3 ~ ~I 2 SEDMIENT THAT IS iEDIMENT 1HAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA ANT) REPLACE THE ACCEPTA~E FOR THE RECEIVING 5TlEAM. KEEP TIff EDGES OF THE STONE OUTLET SECTION , ~ ~ ~ ~
NEcESSARr' .o ALIOw STAPLES T~ ~ECCRL SHE ~ ~ CONTAMMIATED P~ A. Q~;E4LAPS AND SEahS ~ Rn!rA~ Fes! A 'N ; TH ~ N c F; c 11 ~N . Lu L E A N_~ ~ ,ONTAMMIAIED PART OF THE GRAVEL FACING. FLUSH M1H TTff 9URROUND{NG GROUND ANO SHAPE THE CENTER TO CONFINE THE OUTFLOW DWG, BY, SDT/LRE ~ STREAM. 01444
5. PR~JECTEC WAT R ' INS - - . ~ ~ 3 3 Dm1 E ~ CHEp( THE sTRU< ! ~i C CHANNF° B~,r7OI.~;S'OE " 'N u~~SE S~~L CONDITIONS, 'r~E SSE OF _~'APLE ~ ~ it ;HECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING, PERIODICALLY CHECK THE CHK. 8Y: M8W ; y ~ ~
i; DEPTH OF 1HE SP )EPTH OF 1HE SPILLWAY TO ENSURE It IS A MINIMUM OF 1.5 FT BELOW THE LOW POINT OF 10. D81ECT EMERCEIICY BYPASS TQ NJITURAI, STABLE AREAS, LOCALE BYPASS OUTLETS SO i~ I
4 SLO-E vERTr ES TAKE IEti "S GREATER THAN C !'S VA THE EMS"MEW 'HE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY IMAT TM FLUW WL NAT DAMAGE R# EMBANKMENT. SHEET y
cE ,ECE_,SAR7 T, oR;]PERL' AN-NCR ?~E ABOVE DES -C IMMEDIATELY. kBOVE GRADE. ANY RIPRAP ACED FROM THE SPILLWAY MUST BE REPLACED IT, STAGM THE EMBANKMENT AND TUBBED ''~+rre 11MEDIATELY. ALL aS AREAS ABOVE THE SEDIMENT POOL AND Of unr
I 1454y ! Cl, WAY 4'NOR?H. E'ANY, ELF ~ND~ANA 47'^5 DOWNSTIE M FRdI THIS TRAP IMMEDIATELY AFTER CONSTRUCTION.
AFTER ALL SEOMIE J A 1-800-772-2040; :ANADA 800-44E- G'40 34 S'AF-ES PER >0 vG 375 STAPLES PER SO C s AND ww rogreen.corr (4 : STAPLES PER Su M) STRUCTURE 1 8 STAPLES PER S0 M) kFTER ALL SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE ;TRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING 12. SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT LEVEL.
AREAS AND STA91 F,-- bienkets with t. eyopttonel North Amer,cen For DI_rke{s with ihe,optioncl North Arrercor kREAS AND STABILIZE PROPERLY. (ONE-HALF THE DESIGN DEPTH) ON THE PLANS AND MARK IT IN THE FIELD. WESTCOTT ENGINEERING &i CONSULTING, PC
CHANNEL, INSTALLATION G-een DST System place stop!esjstal- es Greer. DOT System plcce staples/stokes 4135 MENDENHALL OAKS PARKWAY SUITE 140
through ea--r o' the WHITE cclcred dots r eugh eech cf the YELLOW colored dots. HIGH POINT, NC 27265
NORTH AMERICAN GREEN T. *~oG~ton cf Scam Stitch will wary Jepenc'r,g or North Amerlcon Green product type: TEMPORARY SEDIMENT IRAP DUAIL PHONE [phone] FAX: [phone] (336) { }
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VICINITY- f~AP
3 REV DATE DESCRIPTION

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f ~i of L,ia 1-500.632-0949
f
(~hcxc dr~n~ ingv arc inslrament~ .d sen~ice ;u~d .hall rewam llx pnryxrls ul the
ngiueer n Nether the pru~etil lur ~+hieh ihec are mad is eeecuted ur n~rt l~he~ are
m ~i In he usrd he the n~~ncr ur am other Ixrtiun on other projects nr e~teireinns to ibis prigcct r~ccpt hs agreement in aritinu and ~crth appropriate eumpenw~ion to
the cn¢uteef
G?p~ righl'_t><l3 b~ 1rJesteotl h.neinecring ~ Conudtiug.l'l;, All Rights Resened. F crept as ~rmitted under the l Initccl Staten Cups right Ad of 1976. nn pert~il this
d~~umum nur~ he repruduecd nr distributed in ~,y li~mr or hvans uums r~idr~un
the rviticn {xrmission o(1~'eslcull F.nginccring k Consulting. }'C
IOCATiON
N.C. HIGHWAY 109 -NEAR WALLBURG
ABBOTTS CREEK TOWNSHIP
DAVIDSON COUNTY, NORTH CAROLINA
TITLE
WETIAN(lS' ~Ot !;R(~llP
JAN 0 5 2004
WATER ~l~AlPily ~~CTIUI~
PROJECT N0. E-217
DATE: 8/25/03
SCALE: AS NOTED
DWG. BY: SDT/LRE
CHK. BY. M8W
SHEET
Graphic Scale
120 60 0 120 240 of
1 inch = 120 feet WESTCOTT ENGINEERING & CONSULTING. PC
4135 MENDENHALL OAKS PARKWAY SUITE 140
HIGH POINT, NC 27265
PHONE [phone] FAX- [phone]
;E

r
Y
- _
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7
`oT 1 g
'yi
~O.c~3~ sq. ft LO ( T ~ LO 16 I I r
1.65 Acres I 52968.74. sq. ft ~ LOT 15 54067.290 sq. ft 1,22 Acres 1 4 A~ I 56071.650 s . ft 5 L0T 14~ i
2 ,,res q sq. ft 58450.982 s ft SOT 13 q G ~ ~
- ~ i 1.29 Acres - OUTLET PROTECTION :res 1.34 Acres 5.,864. , 95 sq. ft LOT 12 ~ APACHE DR.
I SEE SHEET 6 ~ ~ ) NV. 1. 1.37 Acres 59900.567 s ft q
I 80 00 1.38 Acres I
III I I
221 LF 30" ADS N12 ~ ~ I
c0 ~ ®2,26X ~ I ~ I HAY1dORf DR STONEY RtOGE
w ~ N Ir11CKEY RD.
U~w - _ v°w
owcn ~w T cn owcn o CURVE DA A C~• ( GRO`~
ounET •PROTECTION Q - CH = N76'08'40"YV ~AOY N. CL I ODFELTER RD.
/2 (SEE ~1EET 6) , ~ ~ a = 06'24 24 ! T = 100.00
INV. et9,oD . " I I R = 1786.77'
50 LF 15 AflS•Nit I L = 199.79' I 0 2, ooX NOT TO SCALE J J
' 82 . ~m aoQ ~ ~ :>k~ VICINITY MAP
I =ww w~
* ~ - _ _ _ .ld~W- =DW " - ~ w = ~ = REV DATE DESCRIPTION
I = ° owe -i ~ ~
_ _ ~ 2 ~ i - I .
~ o 3
~ 4±~ 0 y; - - -
- _ ~ ` l5
_ ~d ~ - - $ od
6"x6" HYDRANT TEE - `L A VA do 6 GTE LVE ; - - - o~ _ - j _ s ~ -
VALVE BOX - _ , _ . - - _ p - q
- AY RAT ~ I ~ 83 ~ P 6" 3 W HYD N 6 1 JOINT 6" PIKE NV. 826.00 ~ a,~0 6 - _ - _ _ ,-1, f.. _
2.5 SY CLASS II 82p 6" PLUG WA ~ N - 1 +1;,~ , e ! _ w
- ,RIP-RAP INI~I TECTION ~ ~ ~ _ Z
I v. 1. 830 ~ ~ ~ 2.5 SY CLASS it N 82 00 ~ ~ 2.5 SY II N J $5
RIP-RAP INLET TEIAPORARY INV. 620.50 -RAP OU L PROTECTION TURNAROUND PROTECTION `8~ ~ , - ~
50 LF 15" ADS N12 + 0 t A0X ` ~ ~ g60 = Q
J J ~ ti I
~F.. Q CD II ,
LOT 19 zW,- ~ - - I ow ~w 4064.~8~~~8 sa~ ft v w ow F v,~~ I
~w= w ~ ~ 0,93 Acres owcn w~ , , T ~ _ RV ~ I C ATA (
us w ~ O 2 a U1 ~ ~ ~ INV. 806.00 CN = S7 '5915"E ~ ~
4143n. ~ ~ ~ sq. ft r p 5 SY CLASS II ° d = 11'1730" ° ~ Q ~ M + ~ T = 125.00' ,
C 9 5 A G S RIP-RAP INLET ~ R = 1 4,44' =ww w~ 4 26 ~ VFW IpW
So'-o' - _ r- ~s' Sa.SA art sass ASPHAIt Ca1CRETE PROTECTION Ru~+T-aF-wAv I ~ L = 249.19 w = ~ Sw
e• cRU~+EU stag eASE pmot AOCRECATE ~ ~ BASE COURSE T1PE A OR B) O W f!1 I o I o w I ~ V, ,
Imo-SHOULDER PAVEItENT SNOUIDER ~ DITCH i ` ~ ( LQT 22 N b'n6' HYDRANT TEE
~ I ~ ~ COMPACTED suearAOE, sEE SPEC/1CAT10NS 4 6 4 9 5.01 s q r f I ~ ; sLDPE ~ voR REOU~EED ?umews ~ 4 ~ 182.52 5 s q.~ t ( r- ( ft ~ ~ B' GATE VANE h ~
4• T. , i,• ~ ; ~ ~ ~ , ~ Acres ( T. i ~ ~ ! ~ u.92 Acres . T , ~ I vAl~ BOOt L _ ~ - 4l I. Y T 6 3-INA HYDRANT
4015 ?95 sa ft LO 24
SLOPE 92 Ades 41450.343 ft SEP ~ ~ ~Iau ~
I 0.95 Acres
1 ~ . ' s I }#p
~ TERRA MAIC sLaPE , .I ~ I_, I I_ I I_I I I_I I I_~ I I_I I I_I ~ I
~ I~ l i-l I I-! ! -1 I I-! I l-1 I I-1? I-1 ! I-! I 1 ROLLNG ?.i ,
Hur ,-,fir., sroc aR Asc 9USgtADE ODI~ACTED W A INNIM a6>< STAHWIRD
P110C1~ YA1~MI OR1r DEIL'RiTr (A51Y D !ad). REFQt
TYPICAL ROADWAY SECTION ~~RE?ar?FAYALA~i. - - N 7. SCALE: 1 =40 HORIZ. 1"=4' PERT.
.r
. - - - - ; i ~ I - - f ~ i _ - - - - - - - - - - ~ - _ - T
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- _ - - _ j.. _ _ - - - _ . -
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_ - - - - - - - sEFOtt~ tcl _ . _ _ _ _ - 87O CONTACT QN>I~-~ CENTER
_ _ - 830 L-
_ _ _ - - } - ~ _ t- _ - - - - - - _ - - - 1-8A$~32.4949
-
- _ . _ _ - _ Tdese daNiags art instruments of service ~d dray rttilaiar 1Ae pnperty of the
- . - whether the t for which _ _ _ enguroa projoc tkY are mlde is cxacedod or not. Ttrey arc
- - - _ _ LL_. _ - - _ _ - - - not b be used by the owner or eny odtet person on adkr projects or cxtermons b _ _ _ this project except by ageement in writing aed wild eppropriatecompa~ian to
_ 1 _ _ _ _ . _ _ - , _ _ - _ - - - - - - - - - _ - _ _ _ _ _ _ the engineer.
- - - - - - _ . _ _ _ _ _ _ 9 Copyright 2003 by Wescott Enginaring dr Consorting, PC, All Rdghts Reserved.
t - _ . . - - _ . - Except as permitted under the Unitod Sores Copyryritt Act of 1~7ti, no part of tdis
~ _ _ - _ _ _ document may be reptodraced or diatrlbuted in arty farm or by attJr atearu wAbptt - _ _
t _ I_-_~ - - - - _ ~ - - - - - - _ - _ _ _ _ - _ - - E - - t r _ _ _ - ~ - - _ _ _ - _ _ - the written pem~isaion of Weatcott Engineering dt Carmtltiiog, PC.
_ _ _ - - LOCATION
f - - -f - 7 _ . ~ r.. _ - _ _ _ _ 860
_ ~Y _ _ _ - _ . . - -1_ - - - - - - - _
_..-.t - ~ - ' i _ _
. - - _ _ -j` _ - - - - - - - _ - - - - - _
+ L _ _ ~ - - ~ - - _ N.C: HIGHWAY 109 -NEAR WAIIBURG - _ _ _ _ _ _ _ _ ABBOTTS CREEK TO11~J5HfP
I i 1 _ - - - - - - - - - - - _ _ - - _ _ _ . _
- - - - DAViDSON COUNTY, NORTH CAROLINA
- - _ - - - - _ _ - - nE
~ - - - 'r-_
I - _ _ - - - r , _ _ _ _ _ _ _ _
_ - - - - - ~ f _ _ - ~ - - - - - -
- - _
_ 850
810 ~ - - - - - - -
- _ _ _ -
0
` - - _ _ - - _ - - - - - PROJECT N0. E-217 ~suur~a `,~tati r~l~i , _ _ - _ - - - _ c r - _ - - - ~
- _ - _ - - : DATE: 8/19/03 -
- _ _ f - - _ - - - _ _ - - - _ - - - - - - - - - - - - - - _ - SCALE:. 1 ~ 40
r • - - - _ _ _ _ - DWG, 6Y: sDT LRE s -
r _ _ _ _ -
- _ _ _ - - - - t. _ _ _ _ _
_ '~Ci fi
- - - - - - - - SHEET
I - - - - - - of rNu
840
8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+01 15+00 16+00 17+'00 ~8+00 19+00
OWNER/DEMOPER: WESTCOTT ENGINEERING do CONSULTING, PC 4135 MENDENHALL OAKS PARKWAY SUITE 140
MR. CHARLES VEACH 7415 HIGH PINES CHURCH ROAD HIGH POINT, NC 21265
ASHEBORO N.C 27203 PHONE (336)$12.3546 PAX: [phone]
PHONE: (336)$57-3150
W