20030855 Ver 1_Site Plan_20030709

SM1 mu. BONE Pli ""1 of , l EBTAEUSNING VEGEIABON ~ps,,~ P ' BORE Pli ~ - ~ p d
PROPOSED I 1. DRIVE STEEL POST 24" INTO GROUND AND EXCAVATE A 6" X 6" TRENCH ENCASEMENT I I rME WORN INCLUDES SEEDBED PREPARADON, LIMNG, FERTAIZING, SEEDING AND MULCHING OF ALL OISIURBED AREAS, r tNAE SHALL BE DOLOMITIC AGAICULNRAL CRWND LIMESTONE LDNTAINMG NOT LESS THAN TEN PERCENT MAGNESIUM OYJDE O' J
UPHILL ALONC THE LINE OF POSTS MAX, 8' BETWEEN POSTS. PIPE l m surf 2. ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE ;~.D n~ fERRt'ZEA SMALL BE STANDARD COMMERCIAL PRODUCE M 10-ID-IO ANALYSIS ALL FER7'uZER SHALL BE i ~ DEUMERED IN BAGS BEARING ME MANUFACTURER'S NAME 7HE CHEMICAL ANALYSIS OF THE PRODUCT AND THE Q,R
FENCE 6' INTO THE EXCAVATED TRENCH. l I I ~ _ 3. ATTACH THE FABRIC TO THE WIRE FENCE AND EXTEND THE I L - - I WEIGHT. IF NO7 USED IMMEDIATELY AFTER DELIVERY, THE FERDUZER SHALL BE STORED IN A MANNER WNICN WILL J NOT ALLOW I7 i0 HARDEN OA DESTROY Ii5 EFFECTIVENESS ~c~s SOIL
80TTOM 0~ THE FABRIC 6° INTO THE TRENCH, CROSS SECTION I I 4, BACKFIL_ THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR dmoncv n-xw I GRA HA STOCKPILE SS SEEDS LL BE AN APPROVED ul%NAE BASED ON REGONAL ANO SEASONAL CONSIDfAATI0N5. PDRITY OF gREA SEED SHALL BE A MINNUM OF NINETY PERCENT ANO THE CERMINAPOV SHALL BE A MINIMUM OF EIGHTY-FIVE PERCENT, THE SEED LABEL SHALL BE A 'CER?FIED SEED' LIBEL
THE BOTTOM OF THE SILT FENCE SO THAT RUNOFF IS FORCED TO l ~nrsmm X rt me ar Ya E?cE OE -J GO THRU THE FENCE AND CANNOT CO UNDER IT. ldR~ ae. MULCH SHALL CONSIST OF DAY, 9AALL GRAIN STRAW, DRY HAY, AND OTHER BUl7ABLE AND APPROVED MATERIAL. I PREPARATION OF SEEDBED
N PAYEYENi SE -(p( SF - - SF THE SURFACE SHALL BE MADE SMOOTH AND TRUE i0 GRADE 7HE AREAB SHALT BE PREPARED BY MEANS OF ~ eL, OIBNING 70 A MINIMJU DEPTH OF THREE INCHES DISKING AND CROSS-DISHING, HARROW1nG, OA OTHER APPROVED SZ( CHECK DAM uETHODS OF PREPARATION, SHALL BE CONBNUED UNTIL A FRIABLE AND iHOAWCHLY PVLVERIZED 1NAEE-INCH DEEP
AE ENCE STEEL Rosr (AEa'o w~uALna oNLr~ iroufp"~`-' mi° AT NANRAL SEEDBED IS OBiNNEO, CARE SHALL BC E%EAGBED IN PREPARATION Cf SEEDBEDS ON SLOPES i0 KEEP LOOSE SOIL DRAINAGE OUTLET IN PLACE RATHER THAN PERMIT li f0 ACWMULATE AT DIE FOOT OF DIE ROPE, SEEDBED SHALL BE APPROVED r, _ PRIOR i0 PLANTING iNE SEED. PRIOR i0 ME LAST DLLAGE OPEAADON, LIME AND FEAiI.IZER SHALL BE BROADCAST
< BORE SITE DET Q z EABR~c STONE SECTION N.ts, 3 OR E SI ~E ~ E TAIL KITH AN APPA014D SPREADER OVER 1HE SEEDBEDS IN ACCORDANCE WITH THE APPROPRIATE SCHEDULE. N AFTER THE SEEDBEDS HAVE BEEN PREPARED ANO APPROVED BY THE ENpNFER, THE MIXTURE OF GRASS SEED, AS I„ ] ~ N N. T. S, SPECIFIED, SHACL BE SOWED BY MEANS 6 AN APPROVED SE EOER AT ihE APPROPRIATE RATE, THE SEED WC)RI(ED Yr' (7J Q ^
E ~ (NO 1NRF FENCE REO'D) NTD ME SOIL i0 A OEPRI OF APPR01(IMATELr ONE-HALF INCH AND THEN CWPACTEO BY MEANS OF A GILTIPACKEA ~ I ~ Z ROLLER OR OTHER APPR04ED EWIFMENI, ,
° ° BAOKPIEL IRENGi KM sOr~ TEMPORARY ROCK CHECK DAM - - - a r7 : IAATCRIAL AND TAMPING OR WASHFF-D STONE TO 6° ABOVE Uee 2 W IS-innh oboe (kC. 0eprtmmt d InpepvrlaBon rWe A a CSTABLISHING TEMPORARY 4ECEIAnON _ ~ W THE TEMPORARY SEEDING OF DENUDED AREAS THAT WILL NO? BE BROUGHT TD FMAL GRADE FOA A PERIOC OF MORE U Z ~ X THAN 30 WORKING DA75 BJi LESB THAN ONE YEAR SHALL BE IN ACCORDANCE WDI 7HE PREwWS SPFCIFICADONS Q
GROUND. eWe B eaipn en4pl ebu). . fey tk ftou mb >k anpn Emb evd eekrd it bgmd We ebulmmb e ImMm® of Ia b Jlu b erold Nuhoub fmm uerAu erouN llle /ue. ANO THE FCtLO1NNG APPROPRIATE TEMPORARY SEEDING SCHEDULE TEMPORARY SEEO]NC SCHEDULCS FQi 7HE ~ M• PIEDMONT AREAS ARE AS fCILOWS~, T/~
Construction 1, Pew euee b be roe me dismdme d>.. b the pW m W mW uhde lamddin. Specifications 9 Ye9 Dw eolm dnm eedm .E uWL 9 Wdlee kim netuel vome lea APPLICATION RATES (LB/AC) RECOMMENDED SPECIES SEED 10-10-10 AC{tICULiUAAL SEEDING DRIES FEPTILIZEA uMESTONE
whee We dem chub We eAemel WpkW S bland oboe al 4u1 IS tt be7md YW dlkh lenla b Aep o..no, nla Imo NodmnLUy be aem e. a n-mNn mf ebma LENGTH = 2 TWFS MTH 4 JAN I -MAY 1 AYECAMN ANNUAL 120 750 2000 IESf40E2A (KOBE) 50 MAY I -AUG 15 GERMAN MILLET 40 750 f~j~ N 2 rFr-l,,~ AllG 15 - OEC 30 RYEGRAIN 120 1000 P000 J IIILr a " ~
Maintenance lupml nhuA decor end ehennek mr aemye ma n<n nnrc eRmh ~ enuapeb mhmeryme eoa depmlam ebpn be ehml den .na emWen Inm c ESIABLISHINC PERMANENT VFCETAIION ` 1HE PFAMANENi SEEDING OF DENUDED AREAS SHALL BE PERFIXMED WiNIN 15 WORKING DAYS pR 90 CALENDAR W ~
nyb IlPee emuM lM adfee d the dom. Comet ell demyv MmeWelell Y dp- .fi d~. { TF ^ r P r\ ~ R r E~ ~ r~ IL I (ter rdflaent antlon Paun belrxn duu IMell a WPleclln rlpnP Ilev le tlul ~ ~ IVI V hi J I I V 1iL pwYml M Ne ehwel (prutlee 9.91. Rlpnp-Ilved nil peril vMvoebl. GAYS AFTER FINAL GRADE 15 REALHEp ANO SHALL BE IN ACCORDANCE W1H THE PRENWB SPECIFILAli0N5 ANO 1HE W FOLLDWNC APPROPRIATE PERMANENT SEEDING SCHEDULE. Z N LOW MAINTENANCE AREAS ARE MONEO INFREWENTLY OR NOi Ai ALL AND DO NOT AECEIIE LIME AND fERTIU2ER ON 0
P,emue evGmepl emumulebd behled the demo ee vekk b pmml dwye b danul ryitetin, dbr the cbwvel Iv drop Nrayh Ue pane cheek dw coil prnmt lerye apn Ilm earryly Whnmd pnr lb, dom. Add ebnn b A REGULAR BASS. SUCH AREAB NAY INCLUDE STEEP SLOPES, STREAM OA CHANNEL BANKS, AND UUL=7y EASEMENTS. APPLICATION RATES (LBJACJ ~E
devW u needed b pldnlslo drdln heyAl eel am emYm. _ I C;~ SEEDING MI%NRE GENRE SLOPES STEEP SLOPES W TALL FESCUE 80 100 SEIUCEA IESPEDEZA 20 10 (USE ONLY UNSCAAIFIED SEED AFTER AUG 15)
12" N.C.?.O T. 857 Ileehed Slane \ 12'~ N.C.?.O T. t57 NOSE LESPEOEZA to to Ileehed Slane \ ID-ID-1o FERnutEA loop 1ao0 ~'CWSS A' PoP-RAP ACieWLNAAL LIMESIWF 4000 4000
Awuwn¢r. sAnk: ME AREA 10 69 COKREO SxALI BE PPDPEAY THE SiAPlES SXALL ¢ NAOf U WPE 0.09'.' PREPARED, fERINd9 AND SEEDED BEEpVE Irk IN OIAYCIEA ¢ CA[AifP. 'V SYAP[0 WM LECS ~ ~ 'm E AOg710NAL SqL AMENDMENTS WILL ALSO BE USED AS FOLLOWS.
&AxxE1 IS IPNm. WHFx ME BLANXFr IS 9' In LENGM An0 A t' CROWx. SIF W10 CAUGE _ FlUM DMaIfD. ME NEINNC SHALL & G' i0P AXD rxf OF SiMLE9 USED WLL VARY WiH ECXL COraIIIOV9. -7- _ IIBERS M L(NiAtr WM M[ Sal OKP Mf ENIWF ME STAPLES SHALL & DPIKN KRDCALLY Mill ~`F APFLIGAIIpN RATES (lB/AC) ~ - HULLED GERMAN MILLET RYEGRAIN ' BERNUDACRAGS
AREA, IN g9CNE9, iXE MANXFr$ 9HALL BE ME fAWHO, SeACEO APPROxNWIELY TWO (Z( APpllm IH iK pIYL11ON DF iNE fLOw a WATER, LINEAL vTMP09 APAPI~DV EAiH 90f, AND IXk PoP NAP RACED ARODND 9ui20 SWL¢Y At FxD9 AND 5¢ Ax) SPAPL[0 POw IX E ¢HRP RFxA [ Y SPACED IXV 9LOPE5, IM RLANXEr591ALL DE IPPDED DMEP Bf rWLfX GCH bOE. (fi0 SLIMES ON ULH PIPE INLET NOPSWiALLY OP w1nLALLY iD ME SLOPE. ExOS AHO BUxXErj U9E A COMYIXI ROW ¢ Sn0.E5 I I Q cEB 15 -MAR 21 40 uAR 21 - MAY I Itl 40 MAY I - JUNE I5 IS 10 Q
fIL'ER 40E5 91ALL Bf BUrRO SNU¢Y AND STAPLED. II IS AD!]xlxG [LAKKEtt _ _ J cuss 'A" sroxE xm xE¢ssAx. rD ua ¢kw s.ors, AxcxaR DxcxES - RIP RAP w ewer Exos m a,AxXErs JUNE 15 -AUG 15 10 _ __--J AUG IS - WT 25 40 WI 25 -FEB 15 a0
- YM. / P0.L 92E~ NARPoW: DM....... A9 INOE9f I Mp L~ ~~JJ In~ d6] FILTER 51W E r; A', ~ / ME EW¢l$RIP BLAxxEi SHILL LONASt ¢ A IFNDM......IYO EEEI AKRAOE TY P I_ U SE D M E ' AfH M MO]UCED W 1 ¢ CUPIEO MOOD WEI¢Il ¢ POLL. J9 LYSf t0Y f~ HIGH MAINTENANCE AREAS ARE MOWED FREQUENTLY, LIMED, AND FERTILIZED REGULARLY, AND EITHER AEGENE INIENSC F ~ ~ ~ SE~ ^ ^ r^ I ~ ^ n USE IXt REWIRE MAINIFNANCE TD AH AESiHEIIG STANDARD. 9.1CH AREAS MAY INCLUDE AIHLEPG FIELDS, HOME F r t IVlty J.~r LAWNS, PARKS, SCHOOLS, CNIIRCHES, ANO RCCREATIONAL AREAS. {V fl ~ ~ p
I,F - ~ R c P ~ ~ - iXCUSCx ¢ cox su ncn aR cox eBER scuA RDS PER RaE.w Avc N.T.S. x= w R.c P. LEHCm, Wln canvsrtNr MlclwESS AxD Mf W psi ~ ~ RmER LKHIY gSPR9LiFO OKP ME Ex11PE N.T.S. APPLCATION RAZES (LB/AC) 1^~4 7Ai DTI SEEDING MI%IURE FEB I -MAR 31 MAR 31 -AUG 20 ~ .T ~ 0 AUG 20 - OCT 25 AllG 20 - FEB I ~ l 2q
_ _ AHPU DE ME YI.IefF1. N1CH LNER h I ~ 1 r E TOP 9¢ pr GWI BLANNfi SH,LLL BE Slagee rlli 'i i caK9EO rAw A PxmDOEraADeaz Exmuoeo ^ ^ - ~ MASTIC uESx, THE Y-ANNCr SMALL BE MADE aPPSaPne BlENO OF 3 OR MORE TURF-TYPE TALL FESCUES 200-250 G KOBE LESPEDEZA Tp 10-10-10 FERTILIZER 1000 ICOO ACRIWLTURAL LIMESTONE 4000 4000
SYClr1ER PESISi,VRI WMWi ME Iq ¢ aIEWICAI. ApDI11K5. ~ NITROCLN(TO BE APPLED AUG 10-FEB I ONLY) 40 MOLCHING ~ Q'~ C ~
3CnoN PEAN SLOPE MS-ALUIION ;E+ - un P eemmm m eladn m adNininp se X Aloylea paaen pi Inc elan don eh. of eocn ~dl and wniinue ie MULCH SHALL BE WHEAT OR DAi STRAW, CR PEANUT OR GRASS NAY, ANO SHALL BE APPLIED AT THE RAZE OF 4000 O CI PWNOS PER ACRE TO All SEEDED AREAS. MULCH SHALL BE APPLIED UNIFORMLY WTHOUi CLUMPS OR BUNCHES OF MATERIAL MULCH SHALL 8E APPLIED IMMEDIATELY AF1FR SEEDING AND PREFERABLY ON THE SAME WORKING OAY
ogle In.uat Inc Im91h PI Pe rill of 1 II mtanlx THAI THE SELECTED AREA IS SEEDED. ANCHOR STRAW BY iACI(ING WIM ASPHALT, ROVING, OR NETTING BY CRIMPING _ wiH A MUICN ANCHORING TOOL ON STEEP ROPES, USE A DULL DISK HARROW SEi SO li WILL NOT COV£R THE MULCH.
RIB-RAP DONUT INLET PROTECTION r ^ °n r" ' :mnW eneia e n o~a moI <m.. N.T.S. Uee L elmin attaee PI be oat MAINTENANCE AND RESEEDING Z 7HE CONIRAC70R SHALL MAINTAIN All SEEDED AREAS uN?L ACCEPTANCE OF iNE WgiK, AY WATERING, MOWNC, AND ~
coil mmmee to slp?le lnrueut Inc lengm of the rill et 6 )1 Intenol[ 1%EEOING. ANY AREAS NHICH FAh i0 SHOW A SADSFAGIORY STAND, fOR ANY REASON WHA ISOEVER, SHALL BE RETREATED FOLLOWING THE GAA59NG PRWEWRE SPECIFIED HEREIN. DAMAGE, RESULTING FROM EROSION, GULLIES. WASHOUTS, DR OTHER CAll5E5 PRIOR i0 ACCEYTANGE, SHALL BE REPAIRED BY REfnLINC WDI TOPSOIL AND
E~CELS~R MA I TNO RETREAIEp FOLLOWING THE GRASSING PROCEWRE BPEGFIEO HEREIN
vARNS (sEE MAnJ Y WIN. TEMPORFOR THEDPN~~PO~CIRCAIIONS - ~ i
PIPE OUTLET TO FLAT AREA - T ~ Pasr ND WELL-DEFINED CHANNEL NorF: Rncommenoee Appllcollon Roles (Ib/ac) _ Seeaing Dates Speclee Seetl 10-t0-10 ~ Agrlcu'ural Straw
ll SIPUCNRAL STONE SHAH BE (CUSS 'B' SrexE FOR EROLa1 Ski-FENCE ~ Skl-FENCE 3dD A 'A CDNx9a PURP?SES, FerlUlzer Llmeslone BARRIER wnler Wheat 110
sfoWENr coxma nonE sNAU BE WATER xo s crt xo. 57 siaNE EDGE WATER WATER SANG FILL Jan, 1 -May 1 Anplai Lespede:a 750 Z,D00 4,000 (NObe) 5D EDGE WATER -
I 1 t"- Mey I -Aug. 15 German Millet 40 75D pOpp 4,OW
iaP NEw 1 I 1 1 PuN~~ - ~I PART 2 t f ' slLr FENCE -BARRIER aMg u - Dee. w Ryepre~ 11a I,o?D 2,000 +,opp - 9ARRIER Z
-LL--'I SILT-FENCE SILT-FENGI - _ ~ Ls ci. PART I } QC
~ M!N Ou I ~ _I Z d jl 4 hA}, C`DW I p i Imo. < 1 - 0 _ Z C ~ BOTTOM Z
SECTION A-A FILTER NOTES ' ~ BLANKET y~y",I~ ~ - `-SAND FILL I. tp IS ME LENGTH a AIPAAP SEDIMENT LON9ROL Si0.Nf f rSTF'>LNRAL 9i0NE 1.5 Fr.~ ~-SAND FILL PROP. PIPE -SILT FENCE U
PIPE OUTLE7 TO WELL-DEFINED APRON con. SILT FENCE 7. d•1,5 TINTS THE NAMIMDN CHANNEL sraNE DIAMETER our rvo* LESS Z PR Fl Q
THAN h". ~ F J, IN A WEiL-0EEINED CxANN[L CROS$ SICTION FAONi NEW E1tIEN0 THE APRON NP ON THE p{ANNEL BANK$ rD AN ) 7 h I [ r C T CONSTRUCTION SEQUENCE N N
ELEVA71ONa5"ABOK ME TEMPORARY JTONE OLI ILLI A A MAAIMW 1ALlWAIEA OEPiH DA e _ f - To rw PE ME eaNK, N T S 1 CONSTRUCTION SHALL BE PERFORMED DURING LOW F! Z I RI 0 ~ O
N, ~niiEa eiu+Keisoa ParEA 2 CROSSINGS SHALL BE ACCOMPLISHED IN A MANNER 1 vnBRm sxcun eE MsrALU.D STREAM FLOW :RFDRMED DUR NG LOW FLOW PE DDS. GENERAL MAINTENANCE PROVISIONS MPLISHEO IN A MANNER THAT WLL NOT PROHIBIT THE ~ ~ I- (Y Inspect temporary erosion conLOl devices alter each period Q C W
~~Y~ BETWEEN iNE AIP-AAP ANO saL Pouxonnon. 3 THE BANK OPPOSITE OF THE COFFER DAM SHALL BE PIaN THE MINIMUM LENGTH OF PROTECTION REQUIRED 15 2'. i COFFER DAM SHALL BE PRDTECTED BY SAND BAGS. of significant rDInfDIL Check devices far rills, erosion, or ~ ~ W Q IOTECTION REQUIRED 15 25 FT ON EACH SIDE OF THE piping, Au areas should be stobillzed wlthln IS working days W ~ J
r COFFER DAM, AT A HEICHTH OF 24" ABOVE WATER L NEUL Rasrs PROTECTION MAY VARY AS DIRECTED BY THE ENCINEI I f MIO dlAMO I OF 24" ABOVE WATER LEVEL. THE EXTENT OF after construction In that area. All areas domagea prior to J F- Q DIRECTED BY THE ENGINEER ON AN INDIVIDUAL BASIS. estobllsh;ng permanent stabTzallon shall be Immed'mtely ~ ~ ~ I
a --w_-._ 4 7NSiALL NON-ERRODIBLE BARRIER AROUND 1/2 OF C ' r _ 5 INSTALL FILTER FABRIC AROUND INSIDE BARRIER, ,RRIER AROUND 1/2 OF CROSSING reestablished Z ~ Q UND INSIDE BARRIER, W
I lau.l n _ y, 6 PLACE SAND FILL INSIDE BARRIER. _ I~rnll9ll cpEAXnaDNSAlmwxk 7 EXCAVATE PIPE TRENCH. 0 RRIER. AddlCiDnally, the followlnq items shall be performed n accordance with the spenfic conslructlDn details on this O N
_ _ ~ seenan nA ~i r u - ¢ 'c" e. 6 INSTALL PIPE. FlLffR 19Ir NESx1 -r 9 BACKEIEE WITH CONCRETE AND/OR EXCAVATED MATEF eEANWEi - - 1D REMOVE SAND FILL. sheet: ~ ND/OR EXCAVATED MATERIAL TO ORIGINAL PROFILE. 1, Sediment basins and inlet protection devices shall be Z
tiIP-'r~AT OU IL~T PRO'`E(,TON 11 REMOVE FILTER FABRIC AND BARRIER. cleaned when sediment has accumulated to one-halt of the ~ W BARRIER. design depth of the device. The sediment shall be placed
- 'P' ,A 12 IMMEDIATELY REVEGETATE STREAM BANK BY SEEDING N.T, S. p~AS"m ~ 13 INSTALL TEMPORARY SILT FENCE. (REAM BANK BY SEEDING AND MULCHING. In the dlsposdl area or applied to the land area, Any N :NCE. gravel facings contained by the sediment Shall be replOLed
- - 14 RELOCATE i0 OPPOSITE SIDE OF STREAM AND REPEA i _ _ 15 AFTER WATER MAIN HAS BEEN INSTALLED AND COFFE OF STREAM AND REPEAT ABOVE STEPS with clean gravel. iN INSTALLED AND COFFER DAMS REMOVED, 2. Rlp-rap, sill fence, and earth berm diversions shall be
CONTRACTOR SHALL INSTALL CLASS I RIP RAP WITH f D - do UNDERLAYMENT TO STABILIZE STREAM BED. CLASS I RIP RAP WITH FILTER FARR]C AND STONE inspected far erosion, displacement, breaks, overruns, and STREAM BED. excessive setlimenta!ion. These damages shall he repaired by returning the device to its design condition.
STANDARD CATCH BASIN _ 3. Seeded areas eroded prior td permanent stabllzation shall SFEETNO,
YARD ''INLET PROTECTION NTS COFFER DAM STREAM CI be regraded as necessary, reseeded and mulched until a TAM STREAM CROSSING sDitable suriaLe iG adhieved.
NO SCALE 10
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I I I COFFER DAM STREAM CROSSING P,a I I SEE DETAIL ON SHEET 10, AFTER PIPE INSTALLATION, STABWZE
APPROXIMATE CHANNEL WITH CLASS IRIP-RAP W/ I FABRIC AND STONE UNDERLAYMENT
LOCATION OF FUTURE WESTERN OUTER LOOP I PROPERTY OF PROPERTY OF / ~
I (NCDOT R-2247CA) I EDITH e. PEGRAM BLK 4404 LOT 0478 I I EDITH PECRAM uxols>uReEO V TRENCH ~EMTH Z I OB 4404 LOT 0478 vAOTH 14'
h ~ (VARIES) I CLASS A t!1
CLASS TRIP-RAP W/ ~ FABRIC AND STONE I I a I w Jooo Rsl JL ~ ~ EXI$T. 9J' CONCRETE ~ ~ Q ^
UNDERLAYMENT- o I I z a l I JO' ~ F ~a EASEMENT ~ ~ w ~
o Z + i "I m ! bQ~ h 'w I ~w a3z ~ 2 I O ~ Q ® LL
~n I row QW II II aw Sc~ w ~ _ Q in " ~ ~ v ~ ~ CONCRETE THRUST 'w k U w BLOCKING REQUIRED
~ W a I 70+00 71+00 W I ~ = n+1oo 3+oD T - w I ` X Q BEHIND TAPPING SECTION 0 - u m 13 SLEE SEE 75+DO r 4 - - DETAIL
W ~ I 74+QO 75+DO J W ~ - 3 - - ~ E ~RB~~ ~fB ~B ~-.~E~ IEB RB i[6 ttB I 76 t UNDISTURBED 7 OO EARTH ~ ^
I Q 9,y EX DRAINAGE SWALE FLOW I-~'...~ -~_...i_ < _ _ , _ A STA 77+14 ~ ~ Cuss A 4 EB _ rte z 1 IL 12L / , p W ~ V ~ -u --3 PROP, 42"x24` ~JOro SI & ~ _ ~ TAPPING SLEEVE, e - caNCRE>E ~ w
~ DW\~'(y, I I I E%. DRAINAGE SWAIE N I PROPERTY OF I ~ i STA 74+90 S AlE ROw; I VALVE, & BOX iv ~ a,. .,21'x2 w N H ? I IO STA 75+90 - - _ a ~
NCDOT I END 24" I P I DI RJ PIPE a B I PROP, 6" , o I w _ BLOWOFF 4 TYPE B" STA 77+14 ~ _ Z
PROPERTY CF I I A EDITH B. PEGRAM I / f~ ASSEMBLY SED. TRAP a END 24" / ~ DI RJ PIPE EXIST.
I BLX 4404 LOT 0446 ~ 7 EXIST, MH J( 30'
~ ~ / ~ i0P 113.47 EA ~ ~ I INV. 697.44 i ` I I {7 EASfME PROPERTY OF ~ ~ ~ ~ Q N1 t4 EDITH B. PECRAM ~ BLK 4404 LOT 044B
COMPACTED \ ` ~ ~ ~ - - - - - / - - 1 - - - - - q57 $fONE i0 ~ ~ I I !pP OF PIPE ~ ~ ~ ~ = I PLAN -TEE
~ \ F \ ~ ~ ~ '1~ ~ `~TU Q ~ / I I
caMPACTm ~ I ~ ~RF I 7 W v encKElu I ~ `8+ , ~ _ ~ 0 / ~ G'7 v \ ~ ~8 I 1 NOTE, THRUST BL ~ PROP, 42"x24" TAPPING SLEEVE OCKNG
~ `~O"}' ~ 1 Eu I ` CO I J~ v I l I SHALL BE STAINLESS $TEEL NOT i0 SCMF I POWERSEAL MODEL J490-MJ ~ AS MANUFACTURED BY. FOR THRUST BLOCK ~ ~ ~ ~
~ ? I POWERSEAL PIPELINE PRODUCTS BEHIND 42° ~ 24" J, WICHITA FALLS, TX TAPPING SLEEVE ~ \
~ ~ I ~~`~I ~ I ~e I . ~ s° Mm. I ~ ~ I V 1-80D-800-09J2 H=6FT I L=12 FT. o
"~A~.~AA,~AA,~A~,AA,Q~,Q nV~nV ~ I I ` I "
TYPE 5 P1PE BEDDING ~ I ~ ire ` I STA 70+50 TO STA 73+50 ~ ' ~ ~ I
I TYPE 5 BEDDING REQUIRED I 73 0 i V 730
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: - - t , ~ - - - - - - _ 7-- I - - - - - - _ - - _ _ _ .I_ - { --r t - 700 Z ~
700 ~ f A R TR MI SIN AI + I I
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a i' ' - _ E 8 D IN M ~ A E BL ' ~ z _I. ~ ' tL
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0 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 69D SVi~TNO, 10 77+00
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