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Home My WebLink About20071888 Ver 1_Site Plan_20081007 DRAWN BY. ca~E~°"44 INDEX OF DRAWINGS DAG CHECKED BY: HOPE MILLS y SHEET No. ~s~~ `a 10F 8 UTILITY PLAN HHA CH~~C ma 2A OF 8 GRADING & EROSION CONTROL PLAN REVISED: SITE 2B OF 8 90% PERMANENT WET POND 01/30JO7 PNC REYIDR 03/OBfO7 WIC REVIEW O~6/OJ%O7 PhrC~/LOOTS ~fs~+~~~~ 2C OF 8 90°lo PERMANENT WET POND CLOSE-Up Bl°ROC pOFtTER~ 9P 09~2~3%OB C~I/SI0~1 °o,~ 2D OF 8 DRAINAGE BASIN #1 ``y 2E OF $ DRAINAGE BASIN #2 ~'9 y~ CREEKBEI4D ~y L1 90% WET POND PLANTING PLAN ti~ ym° 3 OF $ PLAN & PROFILE - DR. G~ C7 ~ ~ Q1 ~I ~ 4 OF 8 PLAN & PROFILE - CT. <s~ ,,o GENERAL TES o 5 OF 8 PLAN & PROFILE - CT. ~y 6 OF 8 SEDIMENTATION AND EROSION CONTROL DETAILS o~ ~,j z~ 1). THE GENERAL GONTRAGTQR SHALL VERIFYAND BE 6A OF 8 BAFFLE FILTER DETAIL ~ RESPONSIBLE FOR ALL DIMENSIONS AT THE JOB SITE, ®Mw 7 OF 8 STANDARD DETAILS (STORM, WATER & PAVING) / i • 2). ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE v ~ 8 OF 8 STANDARD DETAILS (WATER & SEWER) MARTIN, WILLIAM H. i BENCHMARK AND MUST BE VERIFIED BY THE CONTRACTOR. ~ i, WILLIAM H. 3 ALL DIMENSIONS AND ALL ELEVATIONS ARE TO THE BACK OF PIN No.: 9484-35.0271 d8 61191 PG 78 9484-35.0271 1191 PG 78 i ~ i • CURB UNLESS OTHERWISE INDIGATED. VICINITY MAP NDRTH NOT TO SCALE i 4). PROJECT LIMITS ARE PROPERTY BOUNDARY UNLESS ~R>~'G~ ~ / /,!r• OTHERWISE INDIGATED. ~ _ _ 4 N 5 r" 5). EXISTING UNDERGROUND UTILITIES SHOWN ONLY WHERE ~°a ~NV~'C >~1Ci C~ ,~-~~M ~ EVIDENCE COULD Bf^ FOUND TO VERIFY LOCATION, PRIOR TO / 6O' pU~,,.-.~,.%/ r' `~10° CONSTRUCTION OR EXCAVATION OF THE Sf7E, THE . 1,,,. \ 5 1 \ t _se CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND - 1 `Y_ss VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL wQ ~c~,--' I \ 4 5 } ''''"w~ " ~ _ s~ DAMAGE INCURRED. TO EXISTING UTILITIES DURING m ~ 1 I ~ / `y'am ~ 's0 CONSTRUCTION SHALL BE REPAIRED AT THE CONTRACTORS ~ ~ f _ T ~ l EXPENSE, °'w" 60 m w / / \ 'r' -r - ` 4 ~ ~ 6). ASPHALT AND BASE TYPE SHALL BE PER DETAILS. ~ o _ ~i jt ~ ~ 59~'~ ~ - 7). A FORMAL EROSION AND SEDIMENTATION CONTROL PERMIT ~ ' \ f -'tom' - . ~ . ``~~.l `I " ~ l IS REQUIRED FOR THIS SITE UNDER THE REGULATIONS OF \ Q r ~ \41f, all, wE1tANOS,~~` R\ !f t{~,. THE STATE OF NORTH CAROLINA. THE CONTRACTOR fS ~ ~ - t ~ TOLAR, ERNEST C JR alts,, I ~ 4~1, aIJ, PIN No.: 0424-01-5324 REQUIRED AND SHALL FOLLOW ALL LOCAL, STATE AND DB 447x! PG 752 FEDERAL REGULATIONS TO MINIMIZE SEDIMENTATION AND { { ~lCENNEDY, MAUREEN Q, ~a / ~ , X all' EROSION OF PROJECT SITE DURING CONSTRUCTION: aft, I ~I all, t I ' r ` r PT~t'No,:0414.9'G62~0 ' Q\ 00i ,r /I/ 4a 11, ,tf1~,y~:~ ~t , 8}. ALL SITE IMPROVEMENTS SMALL BE INSTALLED PER STATE E ~ i I \ \ DB 68~/'Pti 454 r'' / , / ' ! a11, ~ ,tlt, ~ ~ Ill, REGULATIONS, ~ ~ I I t i / / / / r ( ~ I 1 / ~ ~ all, i I / ~ / i r - \t I ' I „J~+`~ f ~ r ; r SUGGS, LLOYD H '-'~'~~8,1 S t f ~ alt, ~ ; all, ; f ; ~ ( ~ ; ~ PINNo,:0414-91-512 s+7a9(Ilyll r. / ' ~ ! ~ l.' DB 34581 X842 s. ,fpoa :93.69 ' ,t ` ___--a~" ~ tit ) ; ,41r, alr, II ~i ( rl r' ~ 1 t)B/PG:~772t437 " , / 'T alf, i all. ~ v I~1~'.. r ~ ,ilf, ~ at l1, ~ I r 1; ' ~ !1 1 y I rte-- - ~ o r - ~ I g p ~ 1 / ~ ? 9+7091 R I r ( ' ~ r'' / ~ ' y TOP: 97.78 I ! a1L all, all, 1 ' ~ - - , ~ ' ~F__.-•' r : _ - f' ~ r INS: 93,&`r y i + ,tlr, 't!1' PERFORMANCE RESERVATION / l , ~ f' ' 4.'"` 'i r"- 'rte t E ( i f 1 _ ' .i r"" r''` ' ~ ~ \ ,Ill/ I 4~1 Ill, t1t alf, 1). AS LOTS ARE SOLD TO OTHER BUILDERS AND/OR INDIVIDUALS, ,tll, ~ all, A REVESED PLAN 1S REQUIRED PRIOR TO BEGINNING LAND I ~ / ,1 1 ~0 \ ~1--~~M1.: ~~,lil, \ I I ,rif, + 1111, i ,~J - - aI! 411, ,.',,Iil. - DlSIURBING ACTIVITY ON AN ADJACENT SITE OR IF A PREVIOUSLY r11, ~ ,tiG DISTURBED ADJACENT SITE HAS NOT BEEN STABILIZED WITH ~ l 1 = I PERMANENT GROUND COVER. THE REVISED PLAN WILL INCLUDE t ..r,` , , aft, ' SUFFICIENT MEASURES TO PREVENT OR STOP SEDIMENT DAMAGE ( Y_.... = / ' '/'r/~ ~ 0 ~31.94R ~ ,111 I ali, n a 1~ ~ ` - a~i, TO 'OFFSITE" AREAS, I ~ ' ; ~ ~ ~ it~ 95.4! 3 ~ ~ I \ , I ll{I, t t 1 - tir ail, I ' - % / ' ~t \15 91.47~f \ ! 1 3 I ~ ~ 1 I 1 _r ~ - / . . , ~ ' ~ i6' IR1+~ 90.97f \ ~ / I r ~ r. P`..-'^~' ~ - ~ 1 Cl / / / / ~ \ ~ ~ ~ ~ / + r i alt4 I l all, 6 _ ~ ~ ,tit, I Q - 1 ~ , ......lt,, r_._ i ~ ' ' J f l\ / 1, / / / d~ \1yr°i ° qP~. r. \ \ \ i !f I'~" t ! i I r f ~ ! / i / ~ ! ~ / E i /.ri t \ `ti ~ f 4 ! 111, .41 , ~~~~t; alt, ~ alt, 1 a I 1 i / ` ( I r f \ f P+25.43 L ~ \ ' z I ~ f Jr i / ~ ~ 1 m!e -5 al(, \ \ , 0~ /TOP: 94.22 r \ ,41f, ~ ' ~ ` , Z ~ TOWN OF HOPE MILLS ~ ~ ~ , +t~l~ ! PIN No.: 0424-00.2680 I + , 1 I I ~o. } \ \ ~ e , IN4: 90.19 / r / WETLANDS - ' Q " ! I / ; , ~ t + I ' ' / T .2.64 W NDS 14 \ \ , Y ' ~ aI1~ tL alt, D840451PG108 \ \ i } ~ / IHV: 32x11, ff ~ \ \ \ " /i dli, ' r ~ ~ \ \ t \ \ 1111 f , 2125.43 / , ,Ill, ~ _ alt, ' ' all, I C ~ t i / r \ CB~-~ \ \ e t ~ ~ ~"gip' \ ,,a ! ~ ~ = ; . ~ UTILITY N{~TES _..J / _ Q I ~ E ' ~ ( i ~ \ 1.79 \ . ` ~ \ ~ , ~ ~ - ® ( (41 , , _ _ - f6~A99 aif, f ,13 90-- ' S - - RaBERTS,3ASPERL \ \ / f ,III, , \ \ ~ ' ® + / ~.EfN'N'o`:-914-80-9840 \ \ , ~ dpi, \ I\ ,.i ~ ~ I~'~ ~ ~ ` 1), THE GENERAL CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL I w L___, _ ' ~ _ _ _ _ - _ ° _ _ _ dB 5075r G 160 I } \ t CB-7 ~ i ` _ 88.' , G' r ' r ~ - - - - - ~ t ! \ 31.67 R ,411, d~ ~ / ~ ---i ' , i } ~ ~ ~ e \ 1:91.79 ~ \ 10 ~ ~ ; 1} EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ( CREEKBEND J i \ \ _ I ~A8~'./ f / ~rf 1 RIN:67,65 allr ~ 1 , i,1. ~ t l 18 8N: 87.35 - ~ - / , PLAT BOOK 44 PG 26 ( ( ~J5 / \ } ,f a{I ` ~ 1g' 2). ALL WATER ~ SEWER MAINS, LATERALS AND APPURTENANCES SHALL ' ~ , \ ) / f!/~ ,241fMN:87,19 _ x411 \ ~ v ''`~~00 ~ "J~ ~ BE TESTED IN ACCORDANCE WITH PWC TECHNICAL SPECIFICATIONS. - ~ 3). ALL DUCTILE IRON PIPE IN SANITARY SEWER SERVICE SHALL HAVE i / / / /f ? ,111, I/ , w r - ~ ~ / / r / , - - - - ~ _ GRIFFIN "SEWPER" COAT OR PROTECTO 401 LINING. j°"y I ? r, ,i ! ; 16 a1f, wErufNDS akl," ! ` V ` ` -'f I /1 1 ~ i \ e• t ~ i b / tj ~ ~@It):r'i'r +WETIANDS r! l~""\_....--,.'' 1 i r ,111.' i vl I i , ,141, ~ ` 1#! I ~ 1 ~ \ 1 a 1 t ~ / \ \ ~ \Vll, + \ ~J / ~ i . J + x11,\ ' __f-__-~ t - I 6630 \ T;~.• 7 % , t / r I { ~ ; \ 48 ~ e } t j + i a , ally ~ _.._.._..-.,r;. } ~ F 7 r \ TOYYN OF HOPE,•MILLS ~r~"` P,(N No.: 0424.Ob-2680 1 ''``44 i ~ ^E y.. \ \ ~ 1 1 \ ` DB 40451 P,G 108 t ~ ~ 96-~ ~ !j ~ / ` ` ? f ( / , ~ ! i all, ti~EMND~ f fl 1 ¢ \ ` 1 V i" /1 _ LL.I ' e , J I \ J \ ~ ~ ~ , , U+56.05 L / I 9- 1 ~ \~~.'',~r J n. \ \ ~ TOPo$991 ~ ~t5 D5R ,,,r / o t ~ 92 ~ r / r/ ~ , INV:85.~1 /18~ TOP: 91 a 21 -~/4+it. / } \ /(,S CAUTION 90 - - R'' , , ! I / ~ ` ..1 / ,,+~\,r.~ , „ qiV: 85. -~1 / / TOP: 8 77 / J I 86- ~k'/,/ / i / ~ % ~ / ~ 06+55.53L 1 ~ INV:83 ' ~ 1 ` ~ ~ THE UNDERGROUND UTILITIES SHOWN NAVE BEEN LOCATED t ~ / / - ~ ~ .69.67 (2+26.6 / ~ ,i' ,r / I s2 \ 7 \ / j 15 INV: x.56 , , / f \ 1 4 " FROM FIELD SURVEY INFORMATION AND EXISTING pRAW1NGS. ~ w THE ENGINEER t SURVEYOR MAKES ND GUARANTEE THAT THE 6O - _ _ 1 I { ~ ~ ` \ . / ~ "„c:.,,,y, 81 30' IM/: 84. 1 fry' 84 / i~-"J ~ } ~ ~ UNDERGROUND UTILITIES SNDWN CDMPRISE ALL SUCH UTILITIES !N I THE AREA EfTNER {N SERVICE OR ABANDONED. THE ENGINEER 1 } SURVEYOR FURTHER DOES NOT WARRANT THAT THE t 1 UNpERGROUNp UTILETIES SHOWN ARE IN THE EXACT LOCATION I INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED J' ,f AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE • SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES, i 41 +553 R 31 ~ Q TOP: X67 , / ~ I _ ' J V / ~ BEFpRE YQU DIG CALL d9 HDURS BEFDRE YOU DIG! _ ~8 34 / 3g 35 _ , i ONE•CALL CENTER, INC. I•BOO.632.49A9 TOWN aF HaPE MILLS - ~ ~ -r - - - ~4i 17 PIN No.: 04 •00.2660 '4D`, TqS: 8778 24 -~1:Y fqs -.-~__-----------------__~2-- - Inv: 63.so „ EME- dB40451PG108 _4Nt ~ ~ - ------___ea-- ,eVVa{611l?°(/~/B r - LEGEND ' 1 g88 ~~.bF~ ¢0~. ~c ' TOWN OF HOPE MILLS ' e PIN No.:0424-00.2664 i 12908 ~ Ex.9TDRM DRAINAGE d8 4045/ PG 108 ~srMR PP`s NEW. S70RM DRAINAGE -s w ~-1~•-w i ~ „ _ i~ ® ~ BLAKE C MMO ~.,tia..F~~,N~~~::w~,,. ,I ~ eaeeewa" EX, fiRE NYDRAM~~ ~ CKF , Ro !S H ; ZERO LOT LINE ~ ~R E~ k EX CONC. MOfI.; PROPERR' CDR.: ®ECM ~EIP dt: ROCKFISH TOWNSHIP CUMBERLAND COUNTY FJG PR°PERTY LINES: EX RlW BDUNDARY: ~ ®$D$~~ HOPE. MILLS NORTH CAROLINA EX EABEMENT9 (AIL): - SURVEY CGMRDLB ~ 1X, TBM etc. r BUILDING SETBACK LINE: ~ / / DECEMBER 2006 SCALE:1 =.100' CEMERLINE: rRn>~uTr crnT~+ A ILEE: uitint tta~. ~,.runLL HEATIAIR UNIT 19 WA PAPUMACEro Wig 100 0 50 100 200 400 t CABLE TV ® CATV SHEEP 1 TOP OF CURB ELEV.® CLEAN OUT STATION .0.30 CLEAN OUT INVERT 274.2 ( IN FEET) OF 8 1 inch = 100 ft. DRAWN BY: ERON RD GPM DAG o CONSTRUCTION SEQUENCE CHECKED BY: HOPE MILLS ~ i. OBTAIN ALL PLAN APPROVALS, ~~~'S~ 2. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. °V' 3. TEMPORARY SEDIMEM' TRAPS, ROCK DAMS WILL BE INSTALLED DURING THE 1NfTWL PHASES ALL DISTURBED AREAS AND PARTIGU(ARLY EXPOa ( HHA D PARTlGUURLY EXPOSED SLOPES, WILL, WITHIN 21 CALENDAR DAYS Of COMPLETION OF ANY D RAI NAV E CALL ~ LATI U N S REVISED: 1TE OF CONSTRUCTION AND BE PROPERLY MAINTAINED UNTIL CONSTRUCTION IS GOMPLEfE AND PHASE OF GRADING, 8E PLAN TED OR OTHERWISE ANTED Oft OTHERWISE PROVIDED WfiH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, 41/3B/W NCDENi :N7 TO RESTRAIN EROSION. PERMANENT GROUND COVERTO RESTRAIN EROSION FOR ALL 110}r/5min = 6.93 in/hr ~/t4/QZ ~ S AIL DISTURBED AREAS ARE STA~LIZED. OR STRUCTURES SUFFICIEN7.0 RESTRAIN EROSI GREED 4. INSTALL SILT FENCE A5 5HOWN AND AT TOPSOIL 5tOCKPILE AREA. DISTURBEDAREASMU5TBEA000MPLISHEDWITH f 25yr 5min = 8.02 in hr ~/07/07 PbC/loTs 3E ACCOMPLISHED WITHIN 15WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS / ~J~/~ / ,ogcc~'SN ATE~Ba s,F 5. CLEAR FOR ROUGH GRADING ROADWAY. FOLLOWING COMPLETION OF CONSTRUCTION OR I e p0 °°,F 6. CONSTRUCT DRAINAGE SYSTEM. INSTALL BLOCK AND GRAVEL INLET PROTECTION AT EACH IN t5A NCAC 48.0124(e) (PER GENERAL STATUTE 1 OF CONSTRUCTION OR DEVELOPMENT, WHICHEVER PERIOD IS SHORTER, EXCEPT AS PROVIDED C = 0,30 pg/E3/Og q~J :R GENERAL STATUTE 113A-57 PARAGRAPH (2) & (3)}~ STRUCTURE AC/ACTgt 0-1Q 0-25 WPE ~ MIN SLOPE ACT SIOPF r~2 CATCH BASIN PROGRESSNEtY. INSTALL ENERGY DISSIPATER AT THE FLARED END SECTIONS. o,P y~ 7. INSTALL ALL UtILITIES AS APPROVED, cREEt<e~r!a 8. APPLY SOIL AMENDMENTS, SOW GRASS SEED AND MULCH ALL AREAS NO TO Bf SURFACED CB-1 0.99fi/0.996 3,20 15" 0.24 0.50 DURING CONSTRUCTION. REFERENCE VEGETATIVE PLAN. PERFORMANGERESERVATK3N CB-2 0.459/1.455 4.67 15" 0.52 0.96 ~ e~ ti°,a ym~ 9. COMPLETE GRADING ANO PAVING ACCORDING TO PLANS. 1). AS LOTS ARE SOLOTOOTHERBUILOERSANOIC F~,~ ~ 10. REMOVE TEMPORARY MEASURES ONCE VEGETATIVE COVER IS FULLY f5TABUSHED .M'D THE LAND DISTURBINGACTNITYONANADJACENTSITE OTHER BUILDERS ANDlOR INDIVIDUALS, A REVISED PLAN IS REQUIRED PRIOR TO BEGINNING CB-3 1.263/1,263 4.05 15" 0.39 D 50 c~7 ~ Y ON AN ADJACENT SITE OR IF A PREVIOUSLY DISTURBED ADJACENT 517E HAS NOT BEEN CB-4 0.115/2,833 7.85 18" p 15Q ~ I ENTGROUNOCOVER,THEREVISEDPUNWILLINCLUDESUFFICIENTMEASURESTOPREVENTOR C8-5 0.10112.994 8.30 1$' 0.62 086 ~ r`~9 ,~o THREAT OF EROSION NO LONGER EXISTS. STABILIZED WITH PERMANENT GROUND COVER, T! 02 11. ROCK DAMS AND TEMPORARY SEDIMENT TRAPS WELL REMAIN kN PLACE ANO BE MAINTAINED STOP SEDIMENTDAMAGETO"OFFSITE"AREAS. oy UNTIL ALL CONTRIBUTING DISTURBED AREAS ARE STABILIZED. AT 1)1AT TIME THE TEMPORARY t0 "OFF5ITE"AREAS, aeU ~ rzy MEASURES CAN BE REMOVED OR CONVERTED INTO A PERMANENT DETENTION BASIN. CB-6 0.689/0.689 2.21 15' 0 t 2 0 50 ~ o s~, J NOTE: OUTLET STABILIZATION STRUCTURES {ENERGY DISSIPATER RIP•RAF) WILL REMAIN ASA PERMANENT STRUCTURE. CB-7 0.172/3.855 10.69 24' 0.22 0.5D . i v~ CB-8 0.159/4.414 11,13 24" 0.24 0.58 / j CB-9 2.410/2.410 7.73 24' 0 32 050 4r CB-10 0.300 6.724 1$.64 30' 0.21 4 50 ~ MARTIN, WILLIAM H. I, WILLIAMfi. ~ / j CB-11 0.574/0.574 1,84 15" 0.08 05D ~ PIN No.: 9494-35-0271 949435-0271 ,,r _______CB-12 0.149(7.447 20.64 30" 025 030 OB 6119/ PG 78 VICINITY MAP ~RTH 119/ PG 78 % , ,i ~ i CB-13 0.689/$.136 22.55 30° 430 D35 ~ NOT TO SCALE / CB-14 1.317/9.513 30.5 34' fl55 0.65 ' ~ GRAVEL G / ~~R~.v ~ ~ C8-15 0,459/9.972 27.54 30° 045 0.60 CONSTRUC110N _ EN ~ CE (r~` ll ` N~RC G ~~-'r.•r,. ; ~ SDMH-15A 0,9.972 27.54 30" 0,45 0.60 ~j C~ ` C ~ / CB-16 0.551/0.551 1,77 t5" 0.47 0.50 g ~ PUp,~,i ,goo 0 t 6~ CB-17 0.303/0.854 2.37 15" 0.13 4.37 ~ , ' i'-~"` _~98 CB-18 2A53/2.053 5.69 18° 029 0.54 b t` IX ~ f96 SDidH-18 O.000I2.053 5.69 18" 0.29 0.50 ao ' ' ( r ~ . sa ~ co a ~t 1 J / + f- ! ~ 59r~ ~ ' ,111, Lvo I: - i too. ~ I ~ ~ •'t` i r /p / _ ~ ~ ~ 1 ~ r 1; , l~ ~ ~WEMNDS~ _ ICJ! r WE(UWO5 r' ~ ~ t / , / ~ ice` 'f TOLAR, ERNE5T C JR / ,1fl, i ~ ~ 1 del, PIN No.: 0424-D1-5324 p8 4479! PG 752 ' ~ fJ',. ,ILL ~ dll, 1, MAlNTENANCEPLAN ~ _ ~ \KENNEDY, MAUREEN U.i-_, ~Q~o~ o ~t; `r' / ',tll, P11G 0414.9 260 e o , ~ `11i` 111 dlf, ~ ,N 1. AL3. EROSION CONTROL MEASURES SHALL BE INSPECTED NO LESS THAN ONCE A ~ s ~ ~ t ~ i I ~ ~ , t ~ DB 6833(l~i 454 ~ / . ( / t l q ~ `4I'`` t~ y~.' r WEEK OR AFTER RUN-OFF PRODUCING RAIN EVENT. ANY REPAIRS SHOULD BE %i ' ~ ~ MADEIMMEDiATELY. 'IIf ` ~ ,y}f, L 2 MAINTAIN THE GRAVEL PAD OT THE CONSTRUCTION ENTRANCE TO PREVENT p O `11 f' j I, i ,I~l, ~ = SEDIMENT fROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE ~ a v t I ~ / ~ f. LIMITS OF ""LIIJITS OF , j ~1 PERIODICTOPDRESSlNGWITH2~NCHSTONE.IMMEDIATELYREMOVEALL COhISfRUCT10N aft, , ,I~l, ~ ( I !sex ' ~ ~ ! ; r SUGGS, LLOY -~1 (t ~ COhI5fRUCTiON s ~ 1 I ' r l! 4- 1 12 9+709~V r ' , ( ; ' ~ , ~ P N No.: 041 9 ~ ~p/ ya7~ 7 / - ,i i - ~ OBJECTIONABLE MATERIALS SPILLED, TRACKED OR WASHEOONTO PUBLIC ROADS. !>7 d ~ ! ,1IL ~ `III' 3, CHECK SEDIMENT TRAPS AFTER EACH RAINFALL. REMOVE SEDIMENT AND RESTORE _~-d~~ ~ ORIGINAL VOLUME WHEN SEDIMENTACCUMUUTESTOABOUTONE-HALF THE DESIGN ~ ~ ~ I f ; \I DB 3458//P~842 q~ soC'I 9 9/ ~ / i "t r - " - ~ r ` DB/PG: B712/437 s~\ ' , / al f, f~~'- iJ ! ,111, ~ ,1~I, w - i ~ ~ ~i~ t ~DIMENTTRh~ , ~ ~ / 1 ,r / ~i ~ 01 r Sml 1.77 CIS WE ~ 1j!' ~ - VOLUME. CHECK THE STRUCTURE POR EROSION, PIPING AND ROCK DISPLACEMENT AFTER ~ 1.77 cfs WEMNDS `11t L „i' ,1~1, / EACHSIGNIFICANTRAINFALLANDREPAIRIMMEDfATELY. W ~ ~ ~ ~ t ; - ~ I 0!' / ~ ( a. I ~ ham- ' ~ y T4P; 97.7 E C ROCK DRAIN AR = 0.55 do D.55 aC ~ -1 _ _ 4. CHECK ROCK DAMS AFTER EACH RAINFALL. REMOVE SEDIMENT AND RESTORE ORIGINAL , Li,i ~ TY E :RO'~K / ~ INV: 93. LET F~R(lTEC110N iSfURB = 0.25 ac d~L 0.25 aC'i1i' 1L `411' ~ _ VOLUMEWHENSEDIMENTACCUMUUTESTOABQUTONE•HALFTHEDE5IGNVOLUME. ~ Q .J~EA = ~ `llf' N\ all, , ` ' CHECK THE STRUCTURE FOR EROSION, PIPING AND ROCK DISPLACEMENT AFTER EACH ~ ~ , _ -'~f ~ ~ .+r \ 1.771 cfs x 0.01 x 43560 sf/C x 0.41x43560 sf~ac = 771 sf a 1. ,..---•~sa SIGNIFiCANTRAINSTORMANDREPAIRIMMEDIATELY.REMOVETHESTRUCTUREANDANY J " - • ~ dll dIL SURFACE EA PROVDED - 600 tA~ A PROVJDED = $40 - - UNSTABLE SEDIMENT IMMEDIATELY AFTER THE CONSTRUCTION SITE HAS BEEN ~'~1' ~ ~ PERMANENTLY STABILIZED. SMOOTH THE BASIN 517E TO BLEND WITH THE SURROUNDING TIRED =450 Cf '~~~4~I, 1a11o' I i (r _ ~,~•yi \p , VOL E QUIREp -450 Cf ' ~ 1 { ( , ^`~1`"-~,,,,;/ _ i' 7+ 1.4~. ° ~ \WETIANOS \ V F~OVfDED = 8D0 c~.-'J 1DED = 8D0 c~.-'Jf ~ = ,1~1, ,1~l, 411 i, AREAAND STABILIZE. ALL WATER AND SEDIMENT SHOULD BE REMOVED FROM THE BASIN l ' .-~lea__---- r' -~.r.•-.-.- ~ To 5.4i ~ LT CE \ ~ DEP1~f ='1' r - - ' l~l - PRIOR TD DAM REMOVAL. SEDIMENT SHOULD BE PUCE IN DESIGNATED DISPOSAL AREAS 1' 0131, all, 'i1i' ~ ~ ~ ~ AND NOT ALLOWED TO FLOW INTO STREAMS OR DRAINAGE WAYS DURING STRUCTURE REMOVAL. 1_,_ ` i ~ ' ,,-I i :6 f ~ dip " ~ 1 SIZE = 2 ' % i' / allr I _ _ _ ~ ; . ® al, 'i.~ -jOR~OUNAtENT, OR ~OUNAIENT} ' ~ ~ 6. INSPECT INLET PROTECTION STRUCTURES AFTER EACH RAINFALL AND MAKE REPAIRSAS ' r _ _ _ ~ , 1YPE ' R I WEIR LEFK~It1 - 4 --SUMR'~`OF • \ _4 r\ i i2 R TECTI ~ ` ~ ali, = 4' ! ..r„ ~ , ~ dlf+ NEEDED REMOVE SEDIMENTAS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR ~ alf, I t`I ' ~ SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BffN ADEQUATELY I - / ~i ~ F~ ) t all, ~ t 1 - ~ ~ 'Ill' ~ ~ ~ STABILIZED REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL. AND EITHER SALVAGE OR DISPOSE i ~ ~ / ~ ,1~1, PROVIDE BAFFLESlN ACCORDANCE WITH } ~ i , ~ ly ~ THE EROSION AND SEDIMENT CONTROL BR€NG THE DISTURBED AREA TO PROPER GRADE, SMOOTH AND COMPACT. ! l ~ ~ ~ dil, PUNNINGAND DESIGN MANUAL }PAGES &.85.1 6. INSPECT SEDIMENT FENCES AT LEAST QNCE A WEEK AND AFTER EACH RAfNFALL EVENT, lF THE ~ r ' • i \ 1 i i i d'' 116, , ~.r.._ \ ~ ~ ~ I 14f ` ~ ~ ~ ~tif, .1YPE~'G' 0CK W~ypS •6~85.5).5EEPROJECTSHEET6AOF8. FABRICOFASEDIMENTFENCECOLUP5ES,TEARS,DECOMPOSESORBEGOMESINEFFECTIVE, ' REFUGE IMMEDIATELY, REFUGE BURUP EVERY BO DAYS. REMOVE SEDIMENT DEPOS}TS AS ~ ~ ~ ~ r - / ~ / , / ; ~ ,tin .v ~ ~ r ~ ~~~~-~+t, ~'~rHf.~.T~r~te caoN ail, ~ 1i1 ~ NEEDED TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN EVENT AND TO REDUCE ti~ f ~ ~ j ~ ~ . ~ ~ it r / ~r 1 l \ \ 1 S-i6 It ~f, ,tl}, , ~ 'v ) 1~2, i I ! / r \ ~ / r /.f t iv ~ vv r +25.43 L ~ ` ~ ~ TOWN OF lfOPE MILLS PRESSURE ON THE FENCING MATERIAL 8, INSPECT OUTLET STABILIZATION STRUCTURES AFTER ~ i~ I ° ~ 1,~ HEAVY RAINS TO SEE EF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PUCE OR IF 1 Z I ` ~ ~ ( ( r ( / , all, t \ ~ / ~ , , , r _ _ ~ t ~ 4.22 ~ ali, ' ; i ' ' r E 1 / Y . ` ' ' / WE#R Y~"MNDS all' ~ - PIN No.:0424-40.2680 d I, ANY STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT ! ~ alf, ,l~f, DB 40451 PG 108 FURTHER DAMAGE. REPAIR ANY DAMAGE TO FILTER FABRIC BY REBIOVING THE RIPRAp AND ' Q ~ I , / \t ! ~ 1 ~ Ta . .a4 3 w nDS 14 ` \ ` OUTLET I t I-~-..~,..-.___~-_-L_ / i S \ V ~ t r.~i~ ~ INW. 32,111, 't 1 , • •j ~ +d ~ \ t r e \ - a~l, ~ 7"}' , N \ ~ . a iYPE ' all, t , i, \ ~ - `111' ~ ~ 'V~,' ~ ° `I ~ l' PUCING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS I ~ I 1 1 ~ t ? INLET PR t ~ \ `it3P \ ,11 SLT FENCE ? ;E r~,..,~--"' rr ' ~ SHOULD OVERUPAT LEAST ONE FOOT. IF THE DAMAGE TO THE FABRIC i5 EXTENSIVE, REFUGE ( 41 , \ ~ ~ ( RT SPER :t BA _ all, ~ 13 L.-..-.,~ ~ ' ENTIRE FILTER CLOTH. I pp: gp 60 1 INfiW.LY 1NSfAlI.20' OF 1$" RCP 7. ALL DlSTURBEDAREAS NOT TO BE SURFACED WILL BE RESEEDED, REFERTILIZED AND MULCHED I 4 ` ' - ROBE S, JA L i 1 dit` TYPE C = ' ` u ® r` , ~ F}td'A'o"'8 1M80-9840 t t ` \ ,j'~ . N , _ , ~ INLET PROTON } - , , ' i~ ~ %''r ~ ~ / ~ TEMPORARILY TO GRAIN INTO THE AS NECESSARY TO MAINTAIN A DENSE VEGETATIVE COVER. GENERALLY A STAND OF VEGETATION I ~ L_-...._ DB5075TPG160 ) -7 ,llf. a~ \ ~ ` e~' , t TYPE "C' ROCK r 31.61 R - / ri' -7 i'" ' ~ ~r -qrI 1Q ~-StIT FEt't~' ~ ROCK DAFT UNTIL SUCH TIME WHEN THE CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED ~ I'~' 1 UPHILL AREAS ARE STA~tf2fD WITt! FORONEFULLYEARPASTPLANTING. ' w / 1 PR~1fCil0yi :91.79 ~ ~ ._~c:=; i I CREEKBEND _ _ t , r INU:87.85 41 \ UMIT~ F 1 _ ` ~7 AOE~IATE GROUND CODER. AT THAT S. INSPECT ALL MULCHES AFTER EACH RAINFALL, CHECK FOR EROSION AND DISLOCATION. WHERE + ' J ~ ~ , ~ 1 " ~ TIME THE TEMPORARY ROCK DAM EROSION IS OCCURRING APPLY ADDITIONAL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION PLATBOOK44PG26 ~ "'_------__-__~-~s' ~ / f~ • 1 ti1W:87.35 ~ I` NSTR N ( 55.E t :67.19 all, ~ 1 t , ~ ~ ~ -.1t~fi.8~,.00 CAN BE BEHOVED, THE STORM PIPE IS FULLY ESTABLISHED. f 40, ~ ~ ) - ti(, ~ R.~ R 17 ~ - - ` - " SHALL ~ EXTFr10ED TO RS DESIGNED I t ~ ~ % ~ ~ j / ) t~1, \ . r ~IIIAQi'1R$Tt~ 1 rOFr15" RCP Qfuli = ` i ' ' ' - ,tIJ, / .\11 r - - IEMPORARILY~(fi ORA}N fNTO THE _ ~15" RCP ~ ~ LENGTH AL(kJG WTfH THE ENERGY Ofuli = 13.54 cfs ~ ~ DISSIPATING RIP-RAP APRON. f0 THE d50 = 8' - - / / ~ , ~ _ , ROCK 4AM IJN11L SUCH iiME WHEN THE I I r. • roF , • d , 16 a{f, WETLANDS ,111, dmdx = ' I t U ~ Fx,~l ~ - - / ,UPRILL AREAS ARE STABiLIlED WITf# APRON IiE WHEN THE dmax = 12" - SE0IME~T TitAF~&---__„ lED WITf# APRON THICKNESS = 18" - , 'RI WEIR Q10yr/5min = 5.69 cfs I /~nl i \ ; t .`,w 4_____~__-_-- UCTiON ~3 7L1YCE . j,/ "C" R K dll, r Vii'." r ' ~ , ADEQUATE GROUNO COVER. AT THAT APRON , l 3g , Y ~ / r ON „ q' iIME THE TEMPORARY ROCK DAM APRON AT THAT APRON LENGTH = 15' 4full = 7.45 cfs O ORA1N .AREA = 2A5 ac t I ` - ? ~ ' / ~ ~ §411 r DS CAN BE REMOVED, THE STORM PIPE i , , ~ - t ~ ~ ; o -b / r., WETLAN APRON K ~ APRON WIDTH AT OUTLET ~'~.5' d50 = 4` OI5fUR8ED`AAFj = 0.5$ aC ARM PIPE APRON WIDTH AT END =:'(6.5' dmax ~ 6" RfOUlRED SIJRFAC~ARE4 = 4+ I ~ t I t 1 / / t . ; ' t ' ~ 1 SHALL BE EXTENDED TO fTS DESIGNED PIPE Ol r ! I / r 11 t ally a~ V t' ~ } ~ , r'i ` LENGTH ALONG WffH THE ENERGY DESIGNED PIPE OUTLET = 15' 0~`4.37~ ; ApR{jN T}BGKNESS = 9" 5.69 cfs z 0.01 z 43550 sf/ac = 2479 sf I it`r"_'----P \ t ; ' . / , t i ~ ~ , \ r :all, I i \ ~ 5 / / ~ i \ ' ,11(1 DI5SIPATING PoP-RAP APRON. 1JS~ i 49 _ ~ 17 5 ~X, - N~ USE CLASS ;S~ STONE , ~ APRON LENGTH = 7' SURFACE AREA PROVIDED = 2592 sf APRON WiOTH'`~1T OUTLET = 4,5` VOLUME REQUIRED = 1048 Cf t r' q~ } .jD c " T' \ SEDIMENT TRAP d17 APRDN WIDTH MEND = 8.5' VOLUME ~OVIDED = 2592 cf ' PIPE OUTLET ='';8' ~ 4.50X ' ~ l r _ ~ / r ~ 1 ' ' ~ " ~ Qi r 5min = 2.37 Cfs ~ 1 L/i r' ~ o _ ` 48 i ' l ~ I ' ~ ; a , I ~ ' ,`r" ~ DRNN ARFA = 0.85 oc i ! . / , s ,ill, _ f.-.. T0,9VN OF HOPE-MILLS ° 1 ~ ,~o{" I ; / ~ /r , ~ 4 o \ w \ / »C» r ' A i / 1 r l i , - / / / ~ RBED AREA - O.SO ac , ~ \ \ / ~jQ E K / 1 1 / ~ ~t I, OCK \ RE IRED SURFACE MEA = P,fN No,; 0424•Qb-2680 USE CLASS A, STONE slaf = 3s' « 72' x 1' ''`"~w ' DB 4O451 f?fi 108 WAR LENGTH = 8' . . . ~ ~ t i Efi PROLE o / 1~ - lEf RR0 CT10 / J i7/r . ~ • f , ' o ' / ali, ~'ETLAND$ + ' 2.37 cfs x OAi x 4356fl sf/CC = 1033 sf 56fl sf/ac = 1033 sf ~ / / r r / ~ ~ ~ ~ ~ \ a 1 SLT+t FENCE ~ 1 / y I . t - - ' - 5 ' I / a SURFAC AREA PROVIDED = 1056 sf 1058 sf f , CAUTION \ / r ~ ~ ~ ~ ~ ~ r l r 1! 19 i VOLUME IRED - 1073 cf 'r {,Q~',,/ / ~ . , CB-9 , ' 0 ,i I, ' , t r VOL~TME PROVIDED 1323 cf Cf ~ THE UNDERGROUND UTILITIES SHOWN HAVE BEEN Cf LOCATED \ ~ / / ` J ~ ~ ~ `-r , / 4156.05 L / / ~ ~ ~ ' ~ ! ~ e , ~ TOP: 69.91 ~ DEPTH 1.25 ~r . ( ( ~ ` D~ tNY:65.3t 91 ~ '._--rat ( . IZE = 2$ x 46' x`1,25' FROM FIELD SURVEY INFORMATION AND EXISTING '1 (1 ORAWfNGS. 90 ..-..yr"fr / I i / ` \ ` '+x~c, TA 't _l t / T4F:8 71, r I ~QR CQU~ALENT) V ~ THE ENGINEER 1 SURVEYOR MAKES NO GUARANTEE DNALENT} ~ THATTHEUNDERGROUNDUTILIT3ESSHOWNCOMPRISE SS~", y` _)C 1 ~ r \ ~ ~ `A • BfR 3 1 I / IW:83 / / ~ ~ ALL SUCH UTILlTIESIN THE AREA EITHER IN SERVICE OR sz \ ! , ;,~1 ^ ~ 15, LET D4- ~ ~ UMITS F so _ _ ~ \ / • ` _ ; r 64 r.;_ 1 C ONSTRUOfK1N UMTTS ~F ABANDONED THE ENGINEER! SURVEYOR FURTHER DNSTRU KJN ~ DOES NOT WARRANT THAT THE UNDERGROUND ! UTILITIES SHOWN ARE IN THE EXACT LOCATION I ~ INDICATED, ALTHOUGH HE GOES CERTIFY THAT THEY A~ ~ _ ia~`• 4N ~--~--*-s1~lE~TE.+CTIvO~N ~ St93.66 1 + f ARE LDCATEO A5 ACCURATELY AS POSSIBLE FROM 1 INFORMATION AVAILABLE. THE SURVEYOR HAS NOT ' ` ` ~ ~ - 88.42 i ~ ` PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. TEM RARY / + _ (ON RM RARY ~ ~ - , _ , MPO • FE5915/ LT FENCE 'ENCE J' - N. BEFORE YOU 016 ~ CALL 46 HOURS BEFORE YOU DIG! ~ ~ V T~: 69.67 : INV:85.74 ~r~ /881/ ( / 39 - ~ ONE•CALL CENTER, INC. 1.600.632-4949 ~ , i ' ' 35 , TYPE c'~I~OCK ~ 36 i' TOWN OF HOPE MILLS INLET PROTECTION ~ _ PIN No.: 0424-00-2680 ~UIt~' ~ RIP P IM NF TRAP 1 '~_fASEy - .sz--_ r,~' .~1~••'' DB 40451 PG 108 WEIR ..-•-QfUlf =33.16 cfs 010yr/5min = 2.77 cfs -i 0~ ROCK M 15 - - " cfs DRAIN AREA = 1.30 aC - - - " ' d50 = 6 , ; - 16NIIHtf~~ DISTURBED AREA = 0.35 ac Q1ppyyr/5min = 27.64 cfs•,,..• dmdx = 12 - DRAfN AREA - 9.97 e' APRON THICKNESS , •18` REQUIRED SURFACE AREA = PROVIDE BAFFLES IN ACCORDANCE WITH 0151URBED ARFA 2938 ac APRON LENGT31-='' i 6' ESS, •18`~ • ®~~,,1 CAR Q 2,77 ds x 0.01 x 435617 sf/oC = 1207 sf THE EROSION AND SEDIMENT CONTROL REQUIRED SURFACE AREA = ,~'.RON-VBGTH AT OUTLET = 7.5' I" t6' ~ 1 AT OUTLET = 1.5' '`~~4•QF~,SS ••ti/• (n : 21.64 cfs .z 0.01 x 43560 sf do ~.,J10A0-sf"'" APRON WIDTH AT END = 18,5' SURFACE AREA PROVIDED = 1250 sf PLANNING AND DESIGN MANUAL (PAGES 8.65.1 r = / - UOLUME REQUIRED =630 cf • 5.65.5). SEE PROJECT SHEET 5A OF 8. SURFACE AREA PR(iVIOED 12168 sf PIPE OUTLET 30' II' 4.65% AT END = 18,5' = 30' ~ 0.65% e ~ " Q J ' VOLUME PR01?<I}ED = 1250 cf VOLUME REQUIRED 17950 cf' SBSTONE l ~ DEPTH = 1' TOWN OF HOPE MILLS VOLUME PRO~IDEO = 18252;c# IJSE CLASS B STONE 51ZE - 25` x 50' x i' PIN No.. 0424.00-2680 DEPihi - 1,li' - ~ 12908 ~ ; W - _ DB 40451 PG 108 SIZE = 7&' x 156' z 1.5~' (OR EQUNALENT) BLAKE C M4 ~~.,~`•'•~:~GfN~~:.•'°w,.~ °~y o WEIR LEITH - 6 WEIR L~t~GTH = 10' HEAD , 0.95' ~o ZERO LOT LINE ~ z _ ~KF 1S H ~R , _ K ROCKFISH TOWNSHIP CUMBERLAND COUNTY d HOPE MILLS NORTH CAROLINA C~ DECEMBER 2006 SCALE: 1'° =100' . ~ ~ . r UllAr'tilU Z*-~t;ALh r1Lc "c~oMS Wet PWd.awg PAPERSPACE - Fro 100 0 50 100 200 400 SHEET 2A ( IN FEET) OF 8 1 inch = 100 ft. DRAWN BY: QAG CP~`rR~RI) CHECkED BY: LS y 410PE M4L HHA PG~~ G~'~ DRAINAGE CALCULATIONS REv,s~D: ! t0yr/5min = 6.93 in/hr ~~~j g SITE 1 25yr/5min = 8.02 in/hr O6/Q7/W PWC/LOTS swG~'~~ t g4GR~ p0E1TERR9 6,P C = 0.30 l~, STRUCTURE Ac/AcTot 0-10 0-25 PIPE 61~~ idlN SLOPE ACT SLOE y CB-1 0.996/0,996 3.20 15' 0.24 0.50 CREEK6END CB-2 0.459/1.455 4,67 15" 0.52 0.96 ~ ~ R~/ CB-3 1.263/1.263 4.05 15" 0.39 0.50 ~ ~ ml ~s CB-4 0.1152,833 7.85 18' 0.58 L50 ~ C,, C8-5 0.101 /2.994 8.30 18" 0.62 0.86 ~ U ~ ~a rtic CB-6 0.689/0.689 2,21 15" 0.12 0.50 p,~ r 1 z ~ ti~ ~y CB-1 0.372/3.855 10.69 24" 0.22 0.50 'VV ~°j. ~J ~v ~ CB-8 4.159/4.014 11.13 24" 0.24 0.58 j CB-9 2.410/2,410 7.73 24' 0.12 0.50 y ~ C9-10 4.300/6J24 18.64 30' 0.21 0,50 MARTIN, WILLIAM H. 4, WILLIAM H. j ~ ~ CS-11 0.574/0.574 1.84 15' 0.08 0,50 a PIN No.:9494-35-0271 :9494-35-0271 ~ '.1191 PG 78 CB-f2 0.149/7,447 20.64 30" 0.25 0.30 pp ~ p ~ DB 6119/ PG 78 Vf1r~IV~ I I IYI/1i- NORTH ~ CB-13 0.689/8,136__.. 22,55 3O" 0.30 0.35 ~ NpT TO SCALE j,/ ~.r"~ CB 14 1.377f 9,513 30.52 3O" 0.55 0.65 ~ ~ V~ ~~R ~ ~ j CB 15 0.459/9,972 27.64_ 30` 0.45 0.60 ~ ~ ~ V ,,,~n~ SDMN-15A 0.000/9,972 27.64 30" 0,45 0.60 G1 uR 1~?"--'~ ~ w b~ CB-16 0.551/0,551 1,71 15' 0.07 0,50 ~ I G ~ o, C ~ 3 ~O~ ~~co CB-17 0.303/0,854 2.37 15" 4.13 4.37 ~ ~ ~ 6 ~ l J ~ ~ N62°D2'5a~e CB-18 2 053/2A93 5.69 18" 4.29 0,5i b,.~ \ \\t ~ j r~ ~ a _9s SDNN 18 0000/2.053 5.69 18" 0.29 0.5D w~ a c~. ,~y" ' N \ J ~ , ; 5~rt - ~I 59~~ '6~ SIG _ 1~ _Q- ~ t w ~ _ _ " ` ` ~ 1 ~ ~ WETIANDS D , 5 ~ f~l, 1~1 - WEIEANI?S~'t~. ',ti~'_.~~; i ,1{f~', ~0. ~ = t .t -'r_ ~'m I / = i TQLAR, ERNEST C JR / ,1{I, i I d{(, PIN No,: 0424-01-5324 D8 4479! PG 752 ~ e / ~ 1 i l / I t - `.KENNEDY, MAUREEN ~.I--'~`e~'oa~o, ; i / / / ,l~L ` ~ I \ ~ tf~hpiJo0414-9Lt2~fl e` o°: / 1 SIG ! J' ,IIG J d~l~ y~~ ~ , ~ \ cS 8~3tPG 454 ~ i / ! ~ ~ / , r oDB6 ,r, , ,3{f, i ! >1~1, ,1{1, ~ / i ,1I1, % I ~ d~l, 11 ~ r ~ ! J ~ ~ 1 r ; ~ SUGGS, LLOYD . >T y92 _i (J ~ ~ . { / ~ ' ~ PINNa:0414-91-51 +TOS~U t , 1 ( 1 ~ _ . 9T. / 1 r 1 DB 34581 X842 q' soo•1~ 9/ " / ' ~ d 1/' 1"\, ~ ~ l~ ~ f D8/PG.27721437 ~'F- - , J . ~v/,. del, tt ~,i ~ ' 11 /7 ( ~ ,i j I / Wii ~ WETLANDS L.; .r ~ t J ~ ~ ! 1 / - 9870.41 R ~ r/ y T :97.78 i r ri{I, t I / ~r ~ . iMk 93,85 1 - ,i{t, FIG f' ° ~ J 102 ' J~ ' ' r "L^"'f~ ~ ~""l / r~ , ,l~l, j rl{!, ,1{!, _ ,tlG ,1IL ~~,,Ifl, --,,~~~8"GV"~'_--- VUi o + ,Ilt, ,IjG _ ~79~, J ' r \ c~. ' , ~ del, - \ j i1 ' ) ~ + `~Y+.lr - ~ / 7+ 1. 4'`I,..i `~q/A c rQi.\ 1 WETUWDS { I ' 1{I, ,1{G'~ r dI1. ,i{(r T <q :DTI), ' / TO 5.41 0 ~ \ ~ ~ I 1 l , ,i{(, j SIG ~ h ~ di1, ~ d{I, , ~ ~ 1{ , , , j , / ' ` r ? ~ I 141, , 1'"""' , , Q T((~; 95.41 ~ ) ~ 1 1 \ L.. ; SIG . r ' ^ - - ~ % /r . ` \35 'iNV: 9L4~ { / ~ i t , 1 ~ f - r' / , ~1~ ° \ 18' !!N' 9O.9Tt, 1 \ \ / , ~ ~ t s ~ ' ~y r'`~„J- ~ _ _ \ ~1 f / / ~ / , ° \ ~ \ \ \ / ! 1 l d~Ih 1 ! dbl. I ',1~ ~ W f 1 ' ! i ~ ! / / / ' t ~ \ \ `i / CB-16 4 111/ rf~ ~ c~ . 1 / ! ~1 / . r 1 , ~ , t 42 , , I 1 , . / ( Y , t , \ / ,2+zs,43 L a TOWN CIF HOPE MILLS / ' ! / , ~ ( r1~(, , pf TOP 9422 ~ I , / \ c ! ~m +v \ ` \ e ~ INV: so.i4 ' ; / WETLANDS r{II' SCI, ` ~ PINNo.:0424-00-2680 M ~ J L ~ ,1~1, D8 40451 PG 108 I ~ ~ •-.~..__.,_...t.._ / \ ~ 1 \ i IhY: 32rf 1, t \ \ g-17 /I dal/ d{l, ; ~ ~ ~ ,III, -'y.. d i t ~ / \ l \ 1 rl~l/ V r J, ~+25.4 rt~\ I ~ / - t N 4 (41, + tg,1 ~ t ~ ) I ` + ~ _ _ ROBERTS, JASPER L . 8799 1 / r\rf~f, ,1II, , e 13 ~90 , -.FIN'Ro;'~8g14-809840 \ \ - ~ %i:',- , • f TOP: 97 SO t i e ~ f a' 1J J \ ° " T - - - ~ - - - - - - - - - - - DB 50751~PG 160 > } 1 1 28 'T rt~ I, ,1)` i ~ ee'- \ P ''i C i \ I t 1 31.87 R ~ ~ ~ ~6 °,~5~ ~ 101 • z 1 ~ Rdd f CREEKBEND / i /1 Y 15~ iM+: e7.es rl~l, 1 ' ~ PLATBOOh; 44 PG 26 I 't 55 ~ , • { ~ 16,,x: e1.35 ~ ~ ..~'~="'.~'-'r , f \ } / / f j/ \24 111M 87.19 d~l, atl! \ , Y _ iQl_ ° ; ' ~ / 4 ' ~ ~ ,111, _ ~ RIF l1AP X17 ~ _yN85 57 J OfUll = 13.54 cfs d50 = 8" " _ ; , ; / , ~ 1~ ,t11, WETLANDS rl~f~" qo„'\, / dmox dmoz = 12" APRON THICKNESS = 38` AIP RM X18 ~ r I ~ ^ ~ + { - 53 , / ! . d~1, , ~ ~ I APRON ) I 1 I ` ~ ~ / j / / / ' / ~ ( APRON APRON LEtrGiH = 15' Qfull = 7.45 cfs I \ i ~ - ; / , ~ ; a ~ , I WETLANDS APRON ~ f ~ ~ ss~ ~ ` ..-'J~"" / 1 t ~ r rtlL, i ~ ` v1 / I ~ ( PIPE t APRON WIDTH AT OUTLET ~.5' r~ = 4• r ~ APRON WIDTH AT END =:'~6.5' dmaz„ B" ^ , ~ PIPE OUTLET = 15` ir'4.37% ,APRT~N TH~JfNESS = 9' ~•1 ~ - --~r } 5 1 I ~ , , ~ ~ d{1, ` USE , j g4 1g5s _ 49 - r _ / T .98. I ~ 17 / - 5 . ~'a USE CLASS STONE 'r ~0N LEh~H = 7' APRON WIDTH'~T OIITLET =4,5' K54.2 1 ss,3o / / y, T\. , ~ APRON WIDTH AT ENO = 8.5' PIPE OUTLEt =''~8` 0 0.50 TOYVN OF HGPE~MILLS No.: Daz4-qh-2s6o USE CLASS 'A STONE ' DB 40451 I?fi 108 , t I~j11 `p. r\ ~ ~ /j 1 • r- / ? ~ / I 1 /i l 1 ! toy / - I I ,~'t, +O CAUTION THE UNDERGROUND UTILITIES SHOWN HAV£ BEEN { f~` IOCATER ,,k'yl~, / / /st / ;{j~ ~ , . , . , 1 0+56A5 L / ~ / {;8- _ I ~ \ 1 1 ? / 1 9.41 + 6+5 05 R ~ - % ~ t \ / / / I 1 ( / A / ? ` ? \ ? ? INY: .31 J / T~: gg~9) ~1 ,r.•--•~"@t'1 / Q , \ 1 ~ FROM FIELD SURVEY INFORMATION AND EXISTING 'f ^ DRAWINGS. 92 " ~ / / r ' 1 ~ _ / `F / ~1 UN: 85.77 / 4+11 J t~ ~ I so-_ • , , f 1 / ~ ? ~`x, r •rp TOP.6 T7 •S u i THE ENGINEER I SURVEYOR MAKES NO GUARANTEE \ ~ THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE - / / ! 1 ~ _ . r ' / ~g-1p ~ / ! . Irv: J ~ y, ' 86 ~t~ r I 1 ~ ` \ ` r / 0+55b3L x_13 / 1 / ~ S7 ~ ~ , ABANDONED.IFIHE fNG VEER I~SURVEYOR FURRH RE OR r I , 11 . \ 4 ~ \ /r~- ~``ti.. ~ 15' RN~885.56 (2+28,8 ~ ,.i / / _ sy , \ 82 \ ( A, ~ ` ,a , ; TOP: 6 - r/ 80 _ _ \ J 1~ I ~q, \ _ / ~ 1 5O" RN. 84. t NY: 84. / - ? i ~ DOES NOT WARRANT THAT THE UNDERGROUND V UTILITIES SHOWN ARE EN THE EXACT LOGATION r 'V q t t I / j + INDiCAT£0, ALTHOUGH HE DOES CERTIFY THAT THEY / 1 ? . ~ _ it« ~ ~o ¢3.86 1 J t 1 ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT / / ` ` ~ ~ ~ - _ - ?OP: 86.03 / - .83.16 1 '1h PHYSICAU_Y LOCATED THE UNDERGROUND UTILITIES. '~y,y - _ i / - `=s;-.:=-.. ~'•30' ryas 63 ~ i BEFORE YOU DIG - `J.-- f CALL 46 HOURS BEFORE YOU DIGI t o TOP: $9.61 , , / ~ ~,:.Y+:-~''' ~.r 39 , - __,.6s' 24 RISER w 12;.BARREt- - - _ ONE-CALL CENTER, INO I.800.632-0949 / i~ - u 35 34 ".g i' i~ TOWN OF HOPE MILLS -'1 5 2 /4+41.77 , PIN Na; 0424.00-2660 ~-~~!!J'-~ 7°2~'41'~W _ ~~a~.3o - - DB 4045 l PG 108 ~,~,~1' ~ {dfN€ = 33.16 cfs 6 CLS - - dmox = 12" ~~~?tlur~u~~~ APRON THICKNESS •-#8°' ~ RIP MERC CY s WAY APRON LEf~GTN-=••16' OrESS -•-#8`-~ • W • \ d50 = 4" USE 10 cfs: 10x SAFETY FACTOR) ,(,P~1N•'A1bTH AT OUTLET = 7.5' ..............^y..^..,..-.. dmox = 6' " LENGTH ~l6' -......"-APRON WIDTH AT END = 18,5' i AT OUILEf = 7.5' 1 AT END = 18,5' "~FE10 ~ AI~tON THICKNESS = 9 HEAP = Q,7O' PIPE OUTLET = 30" Q 0.65 = 30" Q 0.65 ~ ~ S z APRON IENGTH - 10' ' APRON W9DTH AT OUTLET = 3' TOWN OF HOPE MILLS USE CIASS B STONE )S B STONE ~ 12908 `~15~t~'~ ~ APRON WIDTH AT END = 1t' P1N No.: 0424-00-2680 _ PIPE OUTLET = 12' RCP DB 40451 PG 108 , ClASS A STONE J:, USE BLAKE MON ,(9:F~/1 a a u(N4 s n • ~ oc , ZERO LOT LINE ®~'°~/~I~,,~; ,~;~P~~~a ~ w • KF ~S , ~ C , R~ . t~. EK , ROCKFISH TOWNSHIP CUMBERLAND COUNTY HOPE MILLS NORTH CAROLINA ~ i DECEMBER 2006 SCALE: 1" =100' f'1 77 A T1TTT0'~ Cti/'~ A T T ('GIl 11 F• UMArnlU 71~t1LL ft POW 19;4" 100 0 50 100 200 400 SHEET 26 MM7 IN FEET OF 8 1 mach = 100 ft. DRAWN BY. DAG CHECKED BY: PLACE 6' TOPSOIL OVER IMPERVIOUS CLAY LINER INER FROM BOTTOM OF SHELF AREA TO TOP OF 3:1 EMBANKMENT IN POND AREA PRIOR TO PLANTING 3:1 HHA PLANTING REVISED: PLACE 6' TOPSOIL OVER IMPERVIOUS CLAY LINER SEE SHEET Lt PLANTING PLAN) FROM BOTTOM OF SHELF AREA TO TOP OF 3:1 NQT~: All F1NlSHED ELEVAT€ONS PRA TO TOP. Of TOPSOIL ! E T~ ~~i ~i EMBANKMENT IN POND AR PRIOR TO PLANING SEE SHEET L1 PW4DNG PLAN NOT~~ ALL FlNI5HED ELFVATK)NS ARa< jq,~OP OF TOPSOIL ~ ~%~~7~ f»/2~/as r~ '•0' ACCESS 15.5' 26.75' 31.0' 26.5' 32.75' AROUND PAID 3 1O' ACCESS 3 AROUND POND c~ ~ i0P OF BANK ELEV: 85,0 1 10 10 1 EMERGENCY 51Nl1WAY~ 1 5 EACH RETAINING WALL BERMS CREST ELEV: 84.E 1r-~- /\/j~ ~ ,//>f~ 2 TOP OF SHELF ELEV: $3.00 SEDIMENT 2 / /\\j\\i\\i\\i\~ ~ . ~ FOREBAY 1 REMOVAL TOP OF PERIA~NENT POOL EI#V: 82.50 ~ ELEV: 76,00 1 FOftEBAY ~i ~ %f/ PONA TO BE LINED WTM 6' IMPERV~US CNY ~ to P T I P ~ YER U O PONE OF ERI~V+NENT POOL /j~ BOTTOM OF SHELF ELEV: 82.001~r~/~/~l~/~/ /~/~/~/~/~/~/~/\~/~/~1~/~/~/~/`~/~/~/r/~~\ ~ ~ \i\~i\~r\~~\~r\~A r\~r\~r\~r\~r\~r\\r\~r\\r\\r\~r\~r\~r\~r\~r\~r\\i\~r\~r\\r\~r\~r\r\ {~Qj~• ALL FlNiSH€D ELNAT)ONS AR€ TO TOP OF TQP IL U4YER UP Rio POINT O~PERMAN~ POOL tAY ~ BOTTOM OF POND ELEV: 75.00 1' SEDIMENT STORAGE w POND TO ~ LINE POND TO ~ LNdEO WITH 6" IMPERVIOUS CLAY .M ~o 0 90°lo PERMANENT WET POND b~ PROFILE I sccaLEE 1' = 10` tx ~ b r~ o w°, ..r vm r„+ ~v ~il Q~ m .Vi t~2 O cd a GENERAL N®TES ° N ~ 1]. THE GENERAL CONTRACTOR SHALLVERIFYAND 8E II ~ RESPONSIBLE FOR ALL DIMENSIONS AT THE JOB SITE. ~ LJ 2). ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE ~ BENGHMARK AND MUST BE VERIFIED BY THE CONTRACTOR ~ 6 a / / 3). ALL DIMENSIONS ANp ALL ELEVATIONS ARE TO THE BACK OF U Q CURB UNLESS OTHERWISE INpICATED. {n p a 4). PROJECT LIMtTS ARE PROPERTY BOUNDARY UNLESS • 0 / OTHERWISE INpICATED. 5). EXfSTiNG UNDERGROUND UTILIi7ES SHOWN ONLY WHERE J / / EVIDENCE COULD 8E FOUND TO VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE SITE, THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND VERIFY THE LOCATION OF THEIR RESPECTIVE UTILIT3ES. ALL DAMAGE INCURRED TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIREp AT THE CONTRACTORS ~ / / EXPENSE. 8). ASPHALT AND BASE TYPE SNAIL BE PER DETAILS. 0 k~~'~ _ ~ 7). A FORMAL EROSION AND SEDIMENTATION CONTROL PERMIT / ~ WAS REQUIRED FOR THIS SITE UNDER THE REGULATIONS OF THE STATE OF NORTH CAROLINA. THE CONTRACTOR ES ~ / / , RIP RAP 1 REQUIRED AND SHALL FOLLOW ALL LOCAL, STATE ANp RIP RAP 1 FEDERAL REGULATIONS TO MINIMIZE SEDIMENTATION AND ~ OTuII =833.16 c Q1u11 = 33.#B ~ e5o d5O = a" EROSION OF PROJECT SITE DURING CONSTRUGTION. /S1fi0% - 1Z" , 8). HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL BE SD " o ~x = 12" s~ A~PR6N THICKNEE / APRON LENGTH APRON THICKNESS = 1 PROVIDED BY CONTRACTOR AND INSTALLED PER FEDERAL APRON LENGTH = 16' / ~ WIDTH AT APRON WIDTH AT APRON WIDTH AT = 7.5 ADA ANp LOCAL REQUIREMENTS. APRON WIDTH AT END 18,5' 9). ALL PARKING STRIPES SHALL BE STANDARD WHITE TRAFFIC PIPE OUTifT ~ s~ s~ ~ PIPEE OUTLET = 30" ~~,@5X PAINT AND 4"WIDE. ALL MARKINGS ASSOCIATED W3TH HCP L ? - USE cLASs ~SI. ~U1JS U STaNE IMPROVEMENTS $HALLBEBLUE. - + 0 C~ 10). ALL Si7E IMPROVEMENTS SHALL BE INS7ALlED PER C3TY ' ~ ~ h~ S I ~ - ~ ~ AND STATE REGULATIONS, I~-jl ((-~j 11). PWC TO BE GRANTED A BLANKET EASEMENT TO COVER WATER O AND SANITARY SEWER TO FIRST CLEAN OUT. r Q i,•~ 12). ALL WATER & SEWER MAINS, LATERALS AND APPURTENANCES r- (`-~1 [~/1 SHALL BE TESTE6IN ACCORDANCE WITH PWC TECHNICAL r r. _ - ~ r'~/~r~` - SPEClFICATfONS. ' ` / ' / ~ O ~ o ~ V a ~ ~ 13). ALL WATER SERVICE LATERALS ARE 1" DIA., AND ALL WATER i4i1 LJ METERS ARE 51b" {DOMESTIC). t / ~ t ' : ~ ~ " ~ ~ 14) POSITIVE DRAINAGE TO BE PROVIDED AROUND ALL BUILDINGS. / V ~ / i cnuT?o1~ Q4 ~ / yy~~1 r~ ."r I~'~- / / f 1 ~ 7'1'1 1' ' t 1 ~ THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED 1 FROM FIELp SURVEY INFORMATION ANp EXISTING DRAWINGS. L.i.l THE ENGINEER t SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE OR ABANDONED. THE ENGINEER 1 - SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOGATfON 1 I ~ / ~ I y 1 f 1 ~1 ~1 11 ~ t INDIGATEp, ALTHOUGH HE p0E5 CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE ~ 4 ~ ~ , / 1 1~ 1 ~ ~ ~ 4 I i SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. ` ~ ~ l 83 J / t 4 4 1 1 1 1 1 - - ~ ~ i ~i i BEFORE YOU DIG r--, f - - GALL 48 HOURS BEFORE YOU OiG! A I _ - - ~ ~ / ONE•CALL CENTER, INC. I.800.637-0949 / ~ I ~ - > 1 ~ / ~ / ~ 24' R15ER w 12 B4RREL ~ f r--~ ~y - 1 _ - - / ~ E;i~RBENGY SPILLWAY USE 10 cfs ,(10s SAFETY FACTOR) LENGTH - 6 / HEAD = 0.70' d50 =~4" ~ dmog.,>..6 e BLAKE O MO S ~ o ~ ~ -'APRON THICKNESS = 9" / ZERO LOT LINE w ~ ~ APRON LENGTH = 10' APRON WIDTH AT OUTLET = 3' / a e APRON WIDTH AT END = 11' ` ~ PIPE OUTLET = 12' RCP ROCKFISH TOWNSHIP CUMBERLAND COUNTY USE CLASS ~NE 0 HOPE MILLS NORTH CAROLINA ,`,~w?tIIf111j~,0I,, ECEMBER 2006 SCALE: 1" = 20' ~~,c~~ 1.r fjq Q, &A v GRAPHIC SCALE dd IL ~ rw nary PdPER5PIlE -o 12908 20 o to 20 40 80 t p~cF ( SHEET 2C IN FEET } OF 8 r~rrtrio~t~~ 1 inch = 20 ft. Will f ,~~CB-3 -''l ji5`~~~~ ~a ~~'~.,`9R \ t i (J~WN BY: / r 7+~1~ 1, GA~~RDN f r HOPE MILLS ~ ~,c ~ ENV' 9fi.61 1x~ /~a0 ~ \ , , \ I ~ CHECKEq BY: / / D~J / , ~ y~ B-4 / / / ~ / ~ ~Q / X31,94 R ~ ` ~ ~ ~ ~ ~ ! l REVis~o: i , _ 0 / ? TOE 95,41 ~ i ~ ) t v ! X1(1 ~ ~ E ~/'r / 5iT ~ cR~BK / ~ / / , / ,/r , ~ + i~„ ~V: 91.47 ~ ~ ~ > ~ ~ ~ _ r' ~ ~ / , a ~ti~~ ° ~~1$ \ INV'. 90.97 t ~ ~ ~ ~ I a~~a PDRT~ ~ / S" ~ ~ CREEKBEND 9 5 ~ / / ~ / / ~ ~ ~ ~ oA m ~ / / F~ ~ ~ ( / / ~s ~o^ ` / / ~ r / x~o ~ ,11 I, i~ ~ ~ ~ , 2 25.43 L 1 ~ ~ c r ~ \ ti ~y ~ i ~ _ ~ l ~ ~ ~ , 0' Q T~P: 94.22 / ~ o ~ ~ ~ ~ ~ ~ ~ t ,~o , 5B o 1 ` ~ ~ \ o ~~NV: 90.19 ~ ` WETLANDS : ~ ~ / ~ ~ 1 1 \ { I t ~ 1~ TOP, 92.84 W N(~S t \e ~j ` ~ , ~ i °~U x ~ r ~ ~ ~ ~ INV: .32 ~1 ~ 1 ~ t ~ \ ? ~ ~ ~s / / ~ p ~ ~ ~ ~ ~ ~ ~ ~ ` ~ ; ~ ~ \ \ 2+25.43 R W ~ ~ ~ 11, " \ `ulP: 94,2 , ....I ~ VICINITY MAP NDRTH ~4 L NOT TO SCALE 79 ~ 9 ~ - ~ ~ ,q I, 13 \ I U) ROBERTS JASPER L ` IN : 87. _ I s 1 \ ~ ~ Pl~.~o::~-0414-80-9840 ~ , 1 ~ ~ 8 DB 50751 RG 180 } ~ ~ t - - - _ _ - ~ ~ i ~ ~ GP r .5 0 ro 0~ GP ~-4.31.67 R ~lli~~ \ ~...g&- _ \ afe ~ CREEKBEND 1 ~ ~ l 1 ~9~~ 91.79 \ \ _ \ _ - ~ dy \1~,~VV. 87.85 ~1~~/ J-__,~ _ r- ~ o a PLAT BOOK 44 PG 26 - _ _ _ _ _ ~ - v tC1 J~~ ~4" "1~V ~ ~1 ~ 1 ~ ~ ~ 1 ° ,~a \ 15 FES-17 f,,...'- d ~ ~ ~ I ~ 1J / /J b / 0 1 ~ / / / 7A, ~I, Oy ~ , ` ° / ~ ~ ~ ITS/ . V T J,.. ~ ~ ~ / 4 ~ ` / / d 1 ~ ~ / / o AREA #1 _ r r ~ - - ' _ \ p ~ \ ~ / / ~ ~ / / / 1 - j ~ ~ / / / t~ \ ~ 1 / / / / ~ ~ ~ ,,i ~ ~ ~ WETLANDS , - - - ' ~ - - f \ ~ / / / /Mx ~ `d ~ ' ~ ` r. ~ r 1 / f ~ ~ ~ - - -j1 ~ ~ ~ / ~ s ~ 1 i - it ~ ~ \ y ~ / r i ~ r ' ~ ETLANDS t~ ~ ~ ~ ~ ~ / mot' ~ - ~ ~ _ _ , / ' ` I ~ I \ / r I _ ~ TOP: 90,9 I \ _ i I ~ I ~ INV: 6.301 ~ I ~ / ~ 7,..~ ' TOWN OF HOPE MILLS ~ \ ~ f r ~ \ ~ ~ / ~ \ PIN No.: 0424-00-2680 ~ a .1 /i ~ ~ ~ \ DB 40451 PG 108 I j =-7- ~ , ~ ~ ~ \ ~ i ~ 1~/ ~ r---- ~ I ~ / I ! ~ 1~' / ~ \ ~ \ \ - ~ ! l f f r. \ \ \ ~ ~ ! i \ . \ / ~I I l ~ WDTLANDS ~ , t ~ \ J ~ ~ l ~ - i ~ / ~ _ _ / v v v\ v v 1 ~ - ~ ( ' \ i i f ~ / ~ ~ ~ / / ~ v / ~ ~ l ~ / ~ ~ `r` ~ ! 1 ~ ~ ~ ~ ~ ~ I / t I ~ ~ ~ / ~ ~ \ / / ~ ~ ~ ~ / 0+56.05 L -10 / / ~ ~ / / /TOP. 89,91 j~+-56. R ,fir ' ; ~ - - / ~ / ~ \ ~ \ . \ / INV: 85.31 ~ r , / / / ~ ~ fOP. 8 .91 / ~ ~ , INV: 85. TOP: 8 .77 i /1 j / ~ \ ~ / Q. Q ~ a 0+55.53 L ~ / / _ \ ~ r., - _ _ r , "d~ STOP: 89.67 C } 13 ~ / lNV: 83. 5~ / ~ ~ I ~ ~5n INV: 85.56 +26.61 ~ t / / \ ~ ~ ~ o O / \ ~ o ~ ~ / ~ fl ~ 30 INV: 84. ! l IIVV: 84. 9 _ES~fT ~ / V~ QR~ii~ ~Si~T _ ~ / \ ~ 0y \ \ o r.oo _ / ~ 1 / a ~ - ~ _ 30" FES- 4+83.86 ~ / ~ / ~ ' ~ INV: 82,92 T~': 88.03 i \ ti `\1 ' +~v: x3.16 1 ~ \ 1 \ ~ ~ I ~ C~ ` - - ~+5 ~ \ - r \ / I TOP: / / ~ " I } t iii`/ ~ I ~ ~ u,~ ~f E 1~ ~ - INV: ~ '~4; EL ~Qfull = 33.16 cfs ~ ~ I ~ dmax = 12" /j „ - ~ , - - ~ ~ _ ~ I ~ _ CB-1S APRON THICKNESS = 18" LS TOUVN OF HOPE MIL 4 ~1.p77 Q APRON LENGTH = 16' 3~ ~~I PIN Na. 0424-00-2G$0 - _ ~ ~ INV: 83.50 APRON WIDTH AT OUTLET - 7.5 DB 40451 PG 108 - ~ ' - - .J ~f APRON WIDTH. AT ENDM,..-~~~~'~~ EMERGENCY SPILLWAY PIPE OUTI~.T~~-°3U"'MC~ 0.65 - - - - - - ~ ~ USE 10 cfs 1(10x SAFETY FACT~~---w-°`°''.., pr....r. .,ee ~ RIP RAI LENGTH - 6 F U S E S AS S B ST s~ O' RIP RAP HEAD = 0.70 ~ ,e e eee - d50 = 4" ~ APRON ,P~,,,,... 0~ti~lUUHC1~~t/ APRON THICKNESS = 9" APRON APRON LENGTH = 10' .s ,~',•o~'~~••SARO~~y~.. APRON APRON WIDTH AT OUTLET = 3' ~ _ TOWN OF HOPE MILLS ,r ~ ~ _ ~ .SAL d APRON APRON WIDTH AT END 11 P1N No.: 0424-00-2680 ~29oa ~~:g~ z d m ................~.....r... PIPE 0' PIPE OUTLET = 12" RCP I d d , ? ~ DB 40451 PG 108 r y°.FMc,~E~~:~ w=0 ~ . USE C SAS S A STQ N E ~ °~,,;~~~Y P;.,`, m dd d ~ ~r s I Q e ZERO LOT LINE ? r I 4 ' .rte` e d d t~ 4ya,`,«,`,, Od d ROCKFISH TOWNSHIP CUMBERLAND COUNTY ~ HOPE MILLS NORTH CAROLINA w,Aah JUNE 10, 2008 SCALE: 1" = 50' w~4 ,~"~ti M, 'e_ _w~ C p FILE: _ GRAPHTC SCAT,F tuakewugt BLAKE COMMONS 7rged,tlay 50 0 25 50 100 200 SHEET 2D \\q "0 ( IN FEET ) 1 inch - 50 ft. OF 8 ~ Rp DRAWN BY: G~ LEA N~~~.E..S ~ ~ MOPE ~ ~ / CHECKED BY; RD'S s ~ HHA ~ MARTi ILLfAM Hi 3 sirE PIN No.: 9494-35-0271 / ~ ~ / REVISED: ~ti~SN~~ ~~~a~ 4flRT~~° DB 61191 PG 78 ~ti / r / / i i~ / CREEKBENO P~ Wy 2 9~ i / y~Q m~ F~/ i~ ~ `~S ~qn ' ~ N ~ ~0 / ~ / Qf ~ r2o y? ss, ~ 4 - ! ~V ` " P z z / " ~ ~ gi VICINITY MAP NORTH 1 " _ _ _ _ _ _ _ _ NOT TO SCALE ~ ~ - ' ~ 100 Q Q m - ~ 1 ~ EX CB _ 98 W ~ a. , / ~ ~ - ~X C ~ v ~ I ~ ~ s a " d i 1 I " ~ i " " 1 ` h U U ~ f / / J / x'88 ~ ~ l ~ ! ` ,s6 102 ~ 1 1 ~ 1 , l 1 ~ , , ~ ` _ " t„ ~ ~ ~ ~1 1, ,WETLANDS aNas I I t _ ~ I - - I I - . 5 tit ~ ~ ~ 1 ~ ~ ~ ~ I TOLAR ERNEST C JR } . l Pik ~ti ~ f PIN No.: 0424-01-5324 t \~.al ~ ~ t'~~/ \111/ ~ - , ~ 4 ~ 9 i ~ 1 104 t `5 0~ 4~' t o ~ r I ~ ~ ~ ~ 1 I .t 1, 1 1 ~J ,1,1~1~ DB 44791 PG 752 0 0 I ~ry . ~1~1 / ~ , i(( / 11 ~ r l ~ ,r'~ ~ \III/ ~ z ~ r- - ~ \ e o _ ,t 1, ~ ~ ~ ` / ~i i 4 `•`._1 i i ~ / t / tit ~ / ~ ~ ~ ~ r i ~ ~ - i ~i~l, ~I~1~ j ~i~l~ f ~ ~ ~ I } _ ~ 9+70.93 L JJ`%' - , , - t PIN Na ~ 414-91 612 ~ - j ,r ~ TOP~0~7.78 ~-r. _ _ ~ ~ ~ D~ 34581 PG 642 , - ~ ~t ~ ~ i / ~1 I J ~1~1, ; ~I~I~ ~ .t l / r ` DB PG. 27721437 ~ Z l f ~ r 1 r , WETLANDS t ~ t t _ _ ~ 9+7x.91 ~ ~ X111, ~tl(~ i , TOP: 97.78 1 ~ ` ~ ) ' fl ~ / ~ INV: 93.85 ~I l / / _ f ~ r r I r~/' ,III, ,~1(~~ , _ / / „ i' 4 / / i'1t~1 ~ / ` ins ' ' V I ' .r/ / ~ r ~ r f ~ OS \ \ / . t ' 7+ 1.94 L ~ ~ I - W~ NDS ~ ,l~l, ,111, ~II,~,' ~I~(~ ~a4 z - T .95:4-° ~ ~ - _ , NV: ~ 91.6 ~ / ~ , r ,1~1, ,III ~ ~ ,ll(, - - ' "ROBERTS JASPBR'L i ~ ~ t 1~ \ I ~0 / i ~ J r...,._,._„_. , ' ' PIN No.: 04180-9840 / .a \ } i i d ~ ~ . I k / / i' tlll, W DB 5075~f PG 160 ~ h ~ y n ...rte/ w'' /+.1 4 R ~ Ii ~ ~ \ \t / / \ I ~ .1 l / i ~ i / / / ~ ~ ' cQ ~ , TOP: .41 98 ~ \ ~I I / ti ~ i ~ \ r~.- ~ ~ ~ ~ ~ INV. 1.47 ~ ~ 1 } t/ ~ , ~ ~ ~ / ~ N .97 ~ 3 i ~ ~ ~ ~ ~ ~ ~ ~ r / ~ ~ ~ ~ r ~ ,~II~ ~ ~ / Ex ® \ ~t ~ / ~ \ ~ \ ~ .1 l/ I 1 / ~ $ CB-18 ~ / xi a ~ r ~ ~ ~ \ \ \ \ 2+25 43 ) ~ ~ t } , Q~ TOP: 94.2 i a ~ ! / ~ t, ~1 TOWN OF HOPE MILLS / ~ 5 a } / ~ ETLAN DS ~ ' ~ ~ PIN No.: 0424-00-2680 ~ ~ } 5 W NDS } ? \ ~ ~ ~ ~ 1 r TOP: 92.84 \ \ 1 ~ ® ~ i ~`~I~ ~ ~~II~ ~1,, DB 40451 PG 108 I ~ ~ INV: 32 ~1 I / 1 v ? \ ~ ~ t % ~ r' ~ i ~ pct 1 , \ ~ I i ~ I \ \ C8-17 / ~ ~t ~ r , i ~ ~ } ~ : } 2+25.43 R , ~ , _ _ _ ~ U ~ ~ _ _ SOMI~_1,~. ~ ,III, ~ ~ r t ~ ~ } ~ \ P: 94.22 s'' / ~ C ~ O ~t J / za ORAIN E'SMr` - 8+2121 _ . ~ ~ ~ ~ } = t o } ~ \ ~ INV 90.a5 x ~ - ' } ~ v ~ ~ ~cp 71.0: s7.aa v Ta .7~ ~ ~ ti ~ A d ~ ~ i ' ~ / j CB-18 a 35% INV: 84.19 t ~ \INV: 8 99 1 t ~ 1 ( ~ ~ \ ~ \ \ t i , ® ~ , 7+33.38 ~ ~ 1 / TaP:87, t~r~; 1 INV: $4. ~ ~ \ 2 \ \ ~ „ ~ ~ \ ® ~ " ~ a goo ~ r.. \ ~ ~ \ ~ \ \ ~ fY ` ®e OC1 \rrrraoaru r`~ .4$~ \ 9' 0 - ~ e :91`79 \ ~ - ~ ~ ~ , ~ \ 1 INV. 87.85 _ _ - ~'si r ~ ~ ~ ~ ~ / ~I / ~ i a \ \ \ ~ ~1.~fNV. 84.aa ~ ~ INV: 84.a0~~ ~ ~ ~ 12908 ~ ~ ~ ~ rrF ~"F~ ~ W ~ BLAKE M ~i~~~~~•..r..•r•A~`ee,•~ ~ i - ~ ZERO LOT LINE ~ / / WETLANDS \ - - ~ ROGKFISH TOWNSHIP GUMBERLAND COUNTY ~ HOPE MILLS NORTH CAROLINA o~ ~ . ~ ~ T®INN 4F HOPE MILLS ; ~ ~ ROCKFISH CREEK ~ ~ ~ JUNE 10, 2008 SCALE:1" - 50" / - .r PIN N 4- -26 r ~ 0 042 00 80 , ~ ~ ~ - WETLANDS ! e /"~T]AT1TTTn nn am / ` i ~111~ s v utf 4u45/ rv IU?j tana 1Al4 V UALLJ Blat8 W9h~~ : r f 50 0 25 50 100 200 BLAKE WMMONSProjzsidwg , SHEET 2E 2 5 2+5 TOP: 90.9 ~ r r r r r ~ r i IN V: 86.30 C J. 41 IN FEET ) ° 1 inch = 50 ft. OF 8 G O DRAWN BY. RTP CHECKED BY. RTP HppE MILLS ~ c~~ ss• << rno / \ c~ ~ G~ ~ ~T 1 SITE / ~ REVISED N GRE i G R STS T R RD dp ffi 4DR 0 /r ~ h, ~y l ti? CREERB£ND Jh 1 ~ ~ '~A SEED DI5Ti~9ED AREA F ti ~9ED AREA ~ ~ r ° old, . . 4 ~ \ Q ro ~ ~ fl. m ° Jh 9 . L~, s ,_.--''""-r VIRC~NiA SWEETSP~E a0D WAX WAX ~ ,v, ` • dS , ~ ~ • - MYRTLE WAX ~ ~ ,AX , _ MYRTLE BALD \ U o z° 54.....•••~' WAX ZTLE WAX GYPRE55': ~ Z ~ JOE PYE WEED MYRTLE MULCH MULGH MYRT ~ Z e VIRGf~A SWEETSPN~E VICINITY MAP r~oRTi+ Gii'~ BLU~FLAG a ~ ~ ~ ~ ~ N0T TC SCALE SQF~ - / / . WA ~ ~ V- ~ a . _ _ • . • SOFT RUStt TAILS T ~ ~ MYRTL ; ~ ~ {+~.Gti LIZARD TAIL . . . . PERM, POOL TOP o , ~ H . WAX ~ \ I V J ~i N 1. Commence prep P gs _ SOh~'-Ri'151t oration for lantln after stabtlization of the basin's embankment and MYRTL ~ slo es and st2~illzatlon of disturbed areas ~ the basin's drainage area. SChedi~e work to 50D WAX P ~ h~-~ IGKEREL WEED Install plantings within the followkig time periods= MYRTLE 1 SW~T ~ ~ ~ ~ Tree and shrub laritin s= October 15 to March 1. I ~ SWEET 1 FLAG ~ W \ JQOd P g • JOE PYE SWEET FLAG Wetlad emergent platingse April 1 to Jiffy 15. WEED FLAG . lantln area. Allow areas to be nixed to dr rior SOFT RUSH 2. Drain the bassi to below the p g PI Y P BALD ~ SEED DlSTLR~BED AREA ~ Control water level to below lent' area throu bout plantin to soil preparation p mg 9 9 GYPRE55.: ._.i ~ ~ ~ I proceedures. ° \ Qp a (~1 u • ~ ~ 3. Obtah NGDA soils test far areas to be laced. 1 P . ~ de th of 6". boor orate lime as . 4. TIM planting areas above the 62.0 contour to mhiimum p p SEED DISTl.N2BED AREA Q ° ~ ed o achieve soli hi between 5.5 and 6.5. l=ull ~cor orate a 4°' layer of Grade 'A' • requlr t p Y P is OREBAY ~ v°, s~ cults acker roller. compost to a depth of 6 . Re-compact area u g p t ~ \ ~ i take the herbaceaaous emer ant lantln area 082.0 and 82.5 Contours) using 5. S 9 P 9 4 WAX ~y-. s. Mark curve ed contour lines on the record different color stakes at 50 ft. Xiterval y l 'MYRTLE ' P~• 6. Plant wetland plants within the staked plmiting areas. spaced as noted for each species BLUE on the ant list. . i ~ FLAG 7. Plant shallow land tbetween Cotours 82.5 and 84) ad upland areas Cabove Contour 84) ~ WAX 1 as noted on lan. • MYRTLE P l 1 ' VERGMIA SWEETSPIRE i 8. PIaCe 1 Agrlfarm 20-10-5 slow release. 21 gm. fertilizer tab in each platl>ting hole. • the 82.0 and 84.0 contour with a 5 q. 5 ci~°e the root mass of t s between WAX ~ e plan hg • WAX ~ / 1 landscape staple for the species noted on the plant Mst, :MYRTLE / FT RU MYRTLE " hick la er of double-shredded . 10. I~lulch all planting areas above PPE with A 3 t y 1 r / ~i o hardwood mulch. below elevation 84.0, secure mulch with lightweight geo net, equal to ~ ° . ? 8~ Radix by Tenax Group. Secure netting to the ground with sod staples 4 O.C. :BALD SWEET SO waterin as necess to kee 11. Water plantings immediately after planting and continue g m'Y p G:YPRE~S - FLAG / m planting areas moist until basin water level reaches permanent pool elevation. : , ° SWEET FLAG ~ ~ FLAG o n of lent' Control the water level _ ~ SOFT ~ . 12. Close the outlet valve immed~tely after Completfo p mg . ~ ~ RUSH Lt LUE FLAG .BALD' ~ e for sIx weeks after planting to mkilmlze flooding above the permanent pool level. ~ SOFT . U5H`BALD WAX . •~Yl~RE55 /r ca OE PYE WEE ~ ~ BALD / SEEDING AND SODDING SGIIEDULE AND NOTES= LIZARD TAIL ~ CYPRESS MYRTLE BALD PiGKER~L WEED ° CYPRESS GYPRE55 ,,f BLAKE CaMM~~~ JOE P WAX 1. .Seed and sod areas as noted within 15 days of grading completion. WAX ~ 5O`FT RUSH YRTLi< M~~ o Sor~~•''•~ . M • MYRTLE WAX WEED . . ° • . Obta~I NGDA soils test for m-eas to be grassed ad planted. ~ . . ~ ~ MYRTLE ' e seed to a mk~mum de th of 4°°. Lime and fertlizer. at JOE-PYE 1NEED - ' 3. Till or disc all areas to b gra P BALD . ZERO LET LINE d uniform! and mixed with the soil Burin rates specified on soM test report, shall be applle y g CYPRESS ° SOD R~CKFISN TOWNSHIP, CUMBERLAND COUNTY ' JO EWE seedbed re ~ SOD , ~ oration. P P Remove storms lac r than 1°' an an side. roots and other abstractions from the surf ace WAX • . . ge Y r~ • H®PE MILLS, NORTH CARELINA Hance of ve station. { Ctt MYRTLE N~ sa that the will not interfere with establishment and malnte g 50D Y l 5. Re-COm act area usln a cults acker roller. The finished grade for final seedbed mid k • P 9 P so bed shad be a Smooth even soil surface with a loose, unfforml fine texture. All rid es d Y 9 d de cessions shall be removed and filled to rovide the a raved surface dra~ia e. • • • ~ ~ p P PP 9 _ 5eedlrp and sodding is to be done immediately after finished grades are obtained and _ °f GRAPHIC SCALE r oration is wm eted. S 5EED DISTURBED AREA - 0 10 80 40 80 ~ W P eF' PI 7. Evenly spread seed at a rate of G5 lb./aGre.Li~itly rake seed into top 1/8'. Muth l _ Z H t s e of clean straw or ha .Tack straw, if used, with r id with hydroseed mulch or 2 an /acr y aP r _ r--•-~ r sett~ig emulsified aspholt at 1D gal./1000 sq. ft. or other tacking agent approved by Landscape Architect. ~ SCALE. I N = 10` NORTH 8. ~istall sod r endicular to sl es. 5t er rows so that vertical Joints will not align. Pe P egg ~ Place sod swctians tightly against one another to elliminate seams. Roll after instalation to insure proper soil Contact. Nares: L Water weH ur~ediately after PlaEteig, even if it is raring. Monitor the r~sture in the GRASSING SGFfEDULE q. Water ail grassed areas thoroughly after ~ist~latlon. coat batl with a sotl probe throughout the estabNsMwnt perbd. Z Stake trees ady upon the approve( of the Landscape Arci~tect. See Tree 5taktg - detatl. Install Centipede seed between April 15 and June MAINTENANCE Of SODDED AND PLANTED AREAS FMZST TWO YEARS 3. Da Hat wry try wits, tree wrap. W ? 4. Da not heavtl aria the tree at Prow onl crossover 3~bs, co-domnant 15. A. 51te Reviews Y ~ Y Install Gents ede sod between June 15 and Au st f~ Review the site ever week for the first two months Burin the raw-in period to leaders, and broken or dead branches. some Interior twigs mid laterd branches may p gU y g g be pruned; however, da gat remove the termnal buds of brmctws that extend to the 15. W insure that the vegetative cover is establishing mid to correct any hterlm erasion edge of the crown. Control issues that ma arise. After the first two months. review the site on a 5.Thls aet~ assumes that the pimitng space b larger tlwn Bft. square, span to ttw sky, y and Hat covered by any pavng ar gratng. If temporary seeding Is required in order to monthly basis. 6.5ee specifwations for additaocwi Mormatkm. DEVELOPED DOhRVANT CENTRAL LEADER Wlrli A E~CRM stabilize the area prior to permanent grassing. 8, MowNig QI5TRIBi1ilON OF BRANCHES follow the f ollow~i schedule. for all 5eedin . Mow sodded areas eve 2-3 weeks dur~i the rowin season ~ g g g g g follow rte oration. mulchi .and waterin C. Mulchin PLANT THE TREE sucl•t THAT P P rig 9 9 re- d rid THE TRUt~tlt FLARE 15 VI561.E guidelines noted herein. Maiiitaln mulches at the specified depth. Repair small eroded areas by gi-a ing a AT THE TOP OF THE ROOT mulching per the original specifications. If areas continue to erode, talcs additional $ALL. TREES Wfll#OUT A - s of vistlllE TRUNK FLARE SHALL December 1 AprM 15= erosion Control measures to remedy the issue. These may include the u e erosion $E RE.EGTED. DO NOT s. GavER THE ToP of THE 120#/acre Rye Grain Control blankets or redlrectmg Concentrated flaw E RooT $ALL wIm 5otl.. 50#/acre Kobe Lespedeza Watering SoM moisture Is critical during the gnaw-in period. Adequate water during the f~•st SET mE TaP of THE RaoT - . . Water rased areas and lantln as BALL z-s N. ABavE THE April 15 August 15° months of establishment Is most critical g p gs first two months to ~isure ro er rootin . After the iruti~ F1fp51tED GRADE. ~ 5Li2FAGE 40#/acre German Millet needed diN"Ing the P p g DRANAGE aR 5U$DRANAGE establishment. moriltar soil candltlons often mid water d~°ing droughty periods when the REMOVE aLL , Is aaADEauATE. SET THE - A I I s s ow the first si ns of wilt CsM ht off-Color). WtltE, ROPE AND STRAPS ROOT BALL HIGHER WITH August 15 December 30= p ant rig h g g APPROVAL aF OWNER"5 z f . Garrtral of Weeds ad invaslve5 FROM iRPER HALf OF THE REPRESENTATIVE. 12O#/acre Rye Grad ROOT BAU.. iF THE TREE Ilsh ant of the HA5 A wezE $A51SET ARalR1D the estab m t imenti~ to n er ca bed its n fr i s ve s ecies m , Gom et o om rive i Blip A 2 N ~ EARTH .Gontaiae r t ss few r is crt~c t oot mass e 1 r !ants oo mn mid ao her Plant Bar w/heav P P P Y THE R06T BALL, GUT THE SAUCER BEYOND THE EpC~ Root' t and re root v f s st . ManueA uq root mass s ad s e erd on a fhm cone a V un arm 1 e5 Gan d ins a 5 InvaS Y~ P P Y h ck d the e Y un e . ft c e cov r d lantln s. Le arm n e cro an mie t B WIRE A5KET N FOUR P P g P i . {(i r . OF TH ROO BAIL E h the b o m s. ck b a f it. Do Hat cut nit the root as Ba fd timid s ass o the fmt P P Y PLACES A D FOID D ~ E~;' <;;>'i;> N OWN. revegetatlon process in a short period of time. Observe the site monthly for the speGfied, hsurhg that na air pockets remmn wlthn the f&~raus root mass. j ~ Z E~,.....; ; ;Ir~~...,~~ct~r.....:,...............:......... DRE55 WNTt 2 N, of ML4.GH AS _ . a arance of evasive ecies and treat these with appropriate Cultural 2.See speGficatbns far planting bed preperatlon notes. PPe sP SPEGtliED. DO NOT PLACE MULCH Trees practices and Wlth the use of Seasonally appropriate and site-appropriate GUT $ED EDGE CLOSER THAN 3 N. Ta THE TRUNK. Bald C ress 8' B&B. as shown 7 c~~~ +°'°j 1:1 SLaPE aN SIDE 7'axOd~um d~stichum Bald Cyr herbicides as soon as they appem°. SET TaP of RaaTBALL z N. ABOVE OF PLANTNG HOLE. _ , w4 W ~ G. Plantings ElUSTtNG GRADE. 1F SUHDRA~iAGE Water and mulch plantings and control invasives in plating areas as described abave. SAUCER BERM APPEAR5 NADELIUATE. ROOT$ALL MAY 2 X ROOT $ALL DIA. BE 5Ei HICJIER WDH APPROVAL of Shrubs During the early stages of wetland planting 6nst~latian mid growth, it will be necessary i aS~PE~ IAND5GAPE ARGHfrEGT. tl ke ad ustments at the itea virgrnrca Virginia Virginia 5weetspire 15" x 15', 3 gal. as Shawn 10 O Q A to Carefully monitor t1~ normal water surface elevation and ma J _ _ 8007 ESTABLISHMENT Gur BED EDGE riser structure as requh-ed to help establish the growth. Ma~itain herbaceous zor~E T Roa L $ Myrica cerrfera WaX My~ Wax Myrtle 18°' x 2Q", 3 gal. as shown 17 Z re I nt bare areas as needed. F~rSw~iTH ~ooiDPRES~JRE 5aA5E emergent plants twetland plating) densities by p a ~9 ~ Trees. shrubs and other IandsGa Ye cation should be ermitted Oil a5 shown On THAT Raai BALE DOES NOT SHIFT. WHEN PE.ANTI<JG A HEDGE, NSTALL N A Pe 9e P Y the roved lantln lan. PIAGE ROOT $AU. ON FAN GONrft~JOUS HEDGE TRENCH. $AGKFEL W/ errenials ~P P g P UNEXCAVATED OR TAt1'ED SOIL. TILLED SITE 50k. AMENDED A5 SPEGfIED H. Warraty FoR fERTIiJTr AND Eupatorium fistulOSUm Joe Py8 Joe Pye Weed 1 quar# 2' - 3' Mellow Marsh 1=arm 65 ~/~5/Qq A ~ Warrant all lantln s for a (od of two years. At the end of two years. the DRANAGE FROM THE~PLANT1iNG Ha1E~ NsTAL1 UNDlSrUReED 50N.. OR PROVIAE FiRM PEDESTAL UNDER P 9 Pm' L7orhnrsenua ontornan~ nlsmfa nhnidrl ~.nvor ~ne~rnYimarFaly 7!7'l_ of 'hht: DIf9Etl~'~.t~ShPIf. If A 6 N. 'TERRAFLOW' COR EQUAL) ROOT$ALL TO PREVENT SETTLEMENT. go- vuw+oswvv vr,N. V.....,. ~.,ra..rv v,.v..,... .....9., -r-r- ........w.....~ , a..r v.. r._.. DRAIN. coverage is less than 70Z. add additional plants per the original plant list to achieve CORRUGATED STRIP END THE DRAM, WITH A MIN. OF F 1Z 17. SLOPE, TO WHEN PERG TESTS MDIGAIE INSUFFICIENT DRAINAGE FROM Herbaceous En'IePg@n$ Plants this coverage. All woody plants should be in a healthy. thriving condition. or be DAYLIGHT OR A DRAINAGE STRUCTURE. PLA LE DRAIN. INST EXTEND IN. * R FLO * COP, YL DAYLIGHT AcorUS calamus Sweet FI replaced with plants sized as the plants of the same species that are thriving. All BAGSFLL WITH TILLED SITE SOIL, AMENDED AS OR WADRAINAGE FFLE STRUCTURE. W/M. 17. SLOPE TO Sweet Flag bare root/plugs 21-31 Mellow Marsh Farm 70 PLANTING PLAN Iris versicolor Blue Fla( replacement plants are to be warranted for an additionalk year and be subject to all SPEGFED FOR FERTILITY AND pH. L Blue Flag bare root/plugs 21-31 Mellow Marsh Farm 40 I L ROOT ESTABLISHMENT ZONES 5UB5OL AND SCARIFY AN ROOT ESTABLISHMENT ZONE 5UB50L AND 5GAKFY 4 FT. conditions of this warranty. AREA 5 TIMES THE WIDTH OF THE ROOT BALL TO 18 OUT FROM THE ROOTBALL TO 12 IN. M. DEPTH. AMEND Juncus effusus Soft RUs Soft Rush bare root/plugs 2- 3' Mellow Marsh Farm 175 LITTLE LITTLE N. MIN. DEPTH. AMEND TO OBTAIN OPTIMUM pH. TO OBTAIN OPTKJM pH. RECOMPAGT AFTER TREATMENT. COMPACT AFTER TREATMENT. Pontaderra cordata Pickerel Pickerel Weed peat pots 21- 3' Mellow Marsh Farm 45 LANDSCAPE ARCHITECTURE / PLANNING SHEET Li PO BOX f4~t! RALBICH, NORTH CAROLINA ,27f82 8f8/8E1-SBdS Saururus cemuus Lizard's ` Tree Plan Nrs Slx'tb nss Lizard's Tail bare root/plugs 2' - 3' Mellow Marsh Farm 45 FOR REVIEW ONLY - NOT FOR CONSTRUCTION \ ~ Q o. S o F ~ e ~ c~ /j/ ~j~ , ~ \ , ~ \ ~ ~ ~ , DRAWN BY: - p ~ A 0 ~ ~i \ o ~ i ~ g A ~ tip. \ a~F aqT oA~ o ~ ~ s ~ 1- b D \ Ao~, ~ J- ~ p , 9 0 0. , f,? A 7 . ~ s ~ •o , ~ sr ~ ~ ~ ~ ~ ~ ~ 9 2 ~ Sx 0 0 g A c . ~ 0x0.0 ~ ~ i / A 0 ~ ~ A t9 ~ \ FS ~ ~,ti q ff~ae/or PMC ~.t~1eN 9 /~G . S 8 y / SS w ~ t/ ~ \ ` ~ p a as/o7/o7 a~/ors st 2 ~ ~ ~ ~ ~~oe/os cw,oE/sroe~ . •Q S ~ y6 21 w ~F 9S S C o• 2~ ti~ / x T 9 ~ G 9 G •9 ~ 03 T 0 rti T I'Jax LEWIS, CHARLES RAY ~ ~ F~~ a •A / 0 . / 0 0, ~ C /tiL • C8 i~tiGAg s ~ pINNo.:0414-91-7278 ~ s~~ Fa,. ~,~d M • ~ 9S ~r / x ~ h ,9/. ~ ~ 2, TO, 0, 9 ~ G / , ~ S 661 PG 331 C '`'W ~ A / 0 G • 6 / ao D tiL • .9 ~ 0 UT 9J PiN No.: 0414-91-5237 , . ~ ~ ~ / 0/ 0>> ~ q 9S 0 9 ~ jJ ~ ~ SS ~l DB 38661 PG 329 \ ?S° ~ ° \ ~ ~ •9 S _..a F! ° 7+90.01 .99~ s` Fy ciy ' ~ z o _ ~ PACE ~ ~ANDSCAPE~COMMON S / 9 S 9 .8 ~ y •..0 n - 18 RCP @ 1.50%an o ~ 2Q9.46 -8 S y / ~ S 9 S ~ L ~ r/ 176.43 o~ ~ _ ~ ~ ~ S @ 0.45 o / SO'~ 0 ~ 9 9J . ~ ~ as ~ ° 238.35 - ss9,g~. ~ Hm ~ ~ 6 • ~ - . QRAlN ESMT C cP 6~A 8 0 ~ / ~ :,,amVAR ~S~ I (J IV" 0 ~ O Co N T F I nr 37 161 ~z~ ~~R~ ~ yG a . ~ .8 S~ 71a ~ M V y ~ v ~ ~ 'p0 ~ ~ ~G~~ ss~ gtiF'~a ~ o ~ ~ ~s.~, ~ ~P ~ r ti s~ ~ N~~ W S • ~ 6 ~ N m s ~ 0~ ~ P~ S ~G. ' 0 T ' 0 •8 ~ 9 0 a /Tpq~02 ~JA rl ~ Id~x~ ~ ` •~S CG~'6~ ~ ~tiG ~ 9 2 ~ a ~s.o ~ 9 6 9 S ~ ti. x / 0 S - C' / ~ ~ 9 c9 ~ 6 y Q. e 0 ~ O S 'l/ c9 .6 ,p OS ~ (('~~~J° ~ x > ~ ? ~ x~Q Sip / / V~ / Ur ~•65~ ~ V .,q v~ S ~T ,o"G \'ti! GT 9~~6 shy ~ ti si 6y ~ jj 6 ~ c~ / 1 ~ tiG • a6~/ ~ 9~aJ 4 9T ~J~ ~ ° o N~ C ~6 (JJ n.~„ p~,•- as 0 00 SI . / G g / Q ? y 9 S 0 ~ E ~ .P ~ 8 S / y c~ i/~ a ~ ,q~ J SSA Two ~ x x ,g 'c9 6~ it ~0 ® S ~ / S '~L. ' ~ / 0 • .S ~ ~r~..... ~ 9 ~ E ~F ~ TO S 0 1 ~5 / y ~ . rl/ ) 9S GT S9 N , I ~ ` 92~Cp y Q~ ~ O w ~ 8 S x 0 / 9 0 1 r/ X 2 0 / S 9 d' S 9 G 9 / 9 0 x• C / .N / •S ~ 2 r 9i , d'S .9 ~ 0 ~ / Sx I' • ~ r// f '20 c' S 6 ~ l/ ~ ~ \ Iii ~ ~ 'S / 6 ' ~S / ~ x /0 S 9 ~ g / t '`~0 P~~=,}52.29 ~ 9 / s k \ 0 ~ ~ I'' x Q ~ ~ ~ ~Y l/ GR-95.26 (n ~ ~ i ~ li/ ~ / ~ 0 S 6 S / cP:X r S/ x /i~ A S Q ' / l H rr ° T 0 L 0 P ® ~ ,p i ~ ~ , s 9 cA ,r ~ yP 9 0 / • ~ l/ ~ AS ~ o y , ~ A 1,,, 1 ~ G / x 0 ~ ~ ¢ / 0 T~` 8 / ~ ? 3 x 6 / \ 2 0 0 ~ x •S S D r/ ii~ \ ~ ~ ° ~ x c9 f ,n . ~ >z S 8 9 / t/ f 90 .S C ~Q S I S \ c s~''~' 6 0 2 S 0 ~ / 9 B d'j S ~ ~ Ox ~ 8Q •9 2x r' l/ '60 S~ 0 p~c=z+„p •9 ~ ~ ~ ~ ' \ , ' ~ II II ~ >7 ~ ~ / ~ o ~ T v^ / .0 A S r 0 / x / ce.sa.a s 0 ~ ~ ~ ~ _ x~ 4e ~ ~ ~ S .st i9, r tip. Q @ Q ~ ~ c9g ~ 9S d ~ ° elf ~T/- 1 ~ ~l~ i I " fit. % °~cn~ C . ~ ~ 0 2 v, c' ~ ~ ~ n 0 > i r/ •0 ~ to T x / / `'Y / N ui ~/~s ~ \ ~ ~ ~ ~ / S \ ~ / ~ e- I /q.s 0 L / I ~ ~j~ x 7 ~ \ s I ~ ~ ~ s ~ r / ~ ~ T w 0 0 ° 6' ~ 0 ~ ~ 2 ~ ~ / G • d/ ~ dS x OS ~ ! ~ x SS - 2x / / ~ ~ w U d ~ S c9 6 .g x •9 r. r/ ~ ~ / SS .6 'o K 8j 6' \ d' / S ~ 0 / S S o S r 0 9 •6 0 S S ` S SO •S 8 ~ 1 ~ ~ 'S 0 C \ rl 1 CSC 6' ~ / 9 B ~k P5 0 ~ , ~ c / ~ . E \ T A D tic, 0 S . / D 9 ~ ps ~ x S, o F aP S ~ r >6 ~ ~ 0 2 ti~ F r r~/ ' ~ \ 1 a U 9 n\ CI ~x / / ~i' ~ ~ ~ S > [I / U ~ (J 3C~ NN ~ , ~P / 9 ~ ~ ~ x ~ i.p~, ~ u ~e F o \ T~~ ti ~ •s~ p S~ s~~~e 1• w e o ~.6 s ~ . ~ ~ S 6j F ~S / q, 6 F x 0 ~ 6 ~ `'3 F~ ~ \ ~ \ ~ - ~ 1 P ti ~9y ~ ~ ,i~ OS - ' G ~ - 3% _ a . \ l/ ~ lid g• ~ _ 1 ~ \ ~ ~ ~ GRAPHI ~~~CALE s ~ ,fit l 111/// ~ / \ J~ If . _ V ~ 54 0 50 too 200 - ~ A k ~ 9~y~ ~ ~ G \ 0 6 ! ~~g~ ? F . ~F ~ 2 ~ ~qi o ~ ly ~ s, X ~x (P s ~ ti 0 ti 0 ~ F D ~ Q ~ x \ ~ F SS ~ Sx .S ~ 29' ~Qa ~ ~ Q \ (IN FEET) Z ~ S ~ \S ~S ~ ~ ~ o a s ~ 2 S ~ V ~ ~ \ I inch = 50 ft. o M O h0 Q °D. O M O CS O O O O M O Q 4 b Q O ~ 4 Q, } } + ry W tfi N O~ ~O h h ~ O, O W v- 90f CS N O N O ~ M ~ ,y d rn ~ N c+p M c}D d; n t- r 4Cj ~ sp rn rn Q1 WO y (~3 ~ SR^'J ~ ~ Har IG-2 }}Q--a' Q ~ I'r{-~ }Q.. O•' WN h 4' 1~-~ F~-Q' 1~- R' !d-CL ~ t0 fQ^-~' WIC flt C? Vl U' fA CA U7 C7 ~ C7 N U' VI C7 °f ° ~ ° ~ ai of ~ rn ~ °o °a ~ w~ ¢ 4 a ~ O~ t t~ fK 110 ~ ~ ~ -o - -d o -Q _Q 4°~~ 100 _ , B- ~ ~ , - \ 0. ~ + o ~ t V: ~ C -3 i ~ ~ \ ER T~A1 ~ ~ ~ 9 70.1 i h a ~ ~ Q m. CB 6 x ` x ` S 45 x m . i 72 ~8" SS f8 .45 °z ~ - - - - - - y ~ i. SS ~ .45 -8 SS ~ .45 1 i 60. SM ~ 12 75.5 5M OP: 10 .26 90 0 0 ED fl 0.5 0°/ ` i 5. 10 0 M I ~lN: 92.8 I 'fN: 93, i n ~Q + 0°~° `2, a 10 LO ` CB 4 ~ 7+ 0.0 $ IAN 0 OP 9804 I 0 : 9 .28 I OU : 9 ,91 ~ P: 9. 1 0 L T 0 5 i- 4 a 5' i TO : 9 ,41 + INV'IN: 90. 1 INU OUT 9145 2 1 ~ - _ - 18 IN 9 97 h M C '1 OT ~ .5 G! LL T P: 9.9 CI G L 7T ~ L ~ 19 CB 5 I~,I a' 199 1' FRO 8 CB 7 TOP 92 84 LL ° 19 .51 OF 91 i = TO 9179 TQ . 9 .fi3 t I I ; 8.95 1 ° IN $ V 87 5 INV IN; 2. ~0 Q~ 80 0~ TO:9. uuoa z I 0 : 8 .65 C R ~ Q \4 ~ a e " r ~ r " s i ~ - _ I .fie ~ r~~ O • r . 1 ::v eoa tOOF t: s wet va,a.awg AC E - 3 70 0 1 2 3 4 5 6 7 $ 9 73 9 10 12 13 14 HORIZ -1" = 58 VERT-1"=5' cam) DRAWN BY. o,ac * PIN N o.: 0414-80-9840 DB 50751 PG 160 CHECKED 8Y; , ~ 3t~ HHA T ~L, . REVISED: ss ti „INV IN. m ~o~m awe sew o~ea/n~ awc w 8 INV IN. 83.b ors%o7loi a~wcia 6.6~ / ~ ~1 ~ 1 ~ INV OUT: $3.51 S yy / A xF' R " ~ 90.08 9 ' u ~,I I I,~, 3+74.38 a~ , e 4„ INV I. 91.22 ~ / 8 INV IN: 83.95 3+17.72 INV OUT: 83185 ,1~J/ 1 85.20 _ , ~ : 87.70 91.29 t ~I~1~ ~ ~ ~ c°a~ ~ ~ ~ b 3+82.38 90.93 / ~ ~ ~ o by 85.50 ,111, WETU~N~s 6.76 ,1! 1, , ~ - " Ss : 2+60.21 ! ` ~ ~1, ~ INV .76.68 ~ ~ ~ 2~ ~ 87.40 ~ ° r INV O : 76.6' ,,'`a' a ~ ~ f ' ` ~ Oo ti~ ~ ~ ,~~f 91.10 I e ~ t ` ~ ~ - WETLANDS ~ 2+94.35 r .1( C~ ~ 1 ~ 84.80 t i 1 i - 90,66 / r ~ $8.20 / ~ 1111/ ~ 2+05.67 - r` -3+88.18 SSMH =q/ 2+ 87,10 y r 2~~ 5+28.~ ® ~l ~ l ~ T P: 95.43 d TOP: 90.9 ~ if o r 810 ~ , - 4 INU:89.93 INV. 86.30 r < 96.ao 0 b q NV OUT: 89.4 ~2+00 SSMH f 93.41 ~ 90.70 r ~ -4+36.50 ~A ~ TOP: 90.63 r / ~ ~ 88.09 ~ ~ 92.40 -2+43.83 90.36 y ~ 2+13.68 i? 94.94 / 4 4 INV IN: 83.35 r ~ 5+05.4 ~ o~ S~ ~ 1 +46.17 i~ 8 INV IN: 82.85 84.40 ~ ~ ~8 -3+53.13 89.90 ~ / 1 b a ti ~ / INV OUT: 82.75 ! ~ FF 0 \ ry 86.80 _ 91.40 ~ ~ 0~• d , ~ 2+50 SSMH y ~ ~ .1 I NOTE: w" p k o~ ~ 1 ~ s' g~, rydti TQP: 93.50 y ~p~ 88.30. LATERALS IN THiS CUL-DE-SAC ~ ~ ~ 4 INV IN: 87.24 ! 90.33 1 ~ b O. 95.80 ~ U , ~II1~ WETLAND. 5+48.65 ~S ARE CONNECTED IN PAIRS WITH ow Q 4 8 INV IN: 86.7 ~ ' F ~ ~ 1 +40.94 i ~ -4+13,33 6 . ~ INU OUT: 86.64 90.03 / 81.60 WYE CONNECTIONS AT THE MANHOLE ~ ` 92.20 0+80.45 , y ~ 84.00 , ~ ~ ~ , ~ ~ 4 5+2a ssM~ 88.36 i 3\ 92.21 / c y C 2 ~ ~ 95.06 ~ 86.50 = i ~ ~ GB-9 ~ 3 ~ -1+57.61 / S _ X SSMH ~l 1. ? 3+61.55 ~ / _ 88.90 i ~ ~ ~ 0+56.05 L y ~B 10 ~ ~ ~I j, ~ ~ 4~PINV ~79 85 5+66.01 ? p ~ ~ 88.70 OP: -89.~Z _ . ~ / F ~ 91.50 TOP: 89.91 ~ 0+56.05 R ~ r~ r ~ ? ~ 1+85.12 / ~ iNV O :79.35 81.40 Z ~ 94.29 ,ss INV: 8 NV IN: 76.79 ? 5.31 p ~ TOP: 89.91 / ~ ~ ,~4 82.00 ~ X SS~I ? A ~ -3+06.32 ~ 8 6 INU. 85.17 NU OUT: 76.76' 7676' , ~4~1 i. 6,~~a ~ Pss~ ~ TOP: 8 .77 $7.81 8~d~0~ q~ ? S ~ ~ `z* CV ~ ~ 9 90.05 N ~ _ ~ TOP: 86.45 S 90.70 R GB 12 ~ / tx ? ~ o ~ 88.47 C~ C 0+84.45 ~ /ti INU IN: 78.01 ? , L DD ~ ~ ~ 0+55.53 ~ 4 _ ~ 0 ~ ~ q F CB 13 ~ 8 . 1 INV: 83. ~ ~ 4+49.91 ' 2 ~ n o ~ ~ ~ « 82.40 ~ ~ $8.36 7 ~ ~ ~ ? r ~ ~q ~ cP~`~9~ 0:89.67 83.70 ~c~> 2+65.7 ~.g 93.43 \ r ~ ~ 1 ~ `tom AZT 2+26.6 INV OUT: 77.97 a ~ ~ `~~~`R ~ ~ © ~ ~v i ® ~ . 15 INU: 85.56 ~ ~ 80.50 3~-58.16 30 ~ ~ 5+6fi.87 II II 'CAI _ Bq u o~ ~ T P: 88 66 -2+44.74. ~ ~ ~ ~ o o ~ n_ O / ~ ~ ? ~ 30 lNV: 84. m i 0.00 DIP SS o ~ Dot' ~ $1.40 o / ~ W ~a~ ~N ~ °j~ ~ - ~ ~ INU; 84. 9 ~ ` ~ 89.90 °j 92.54 ~ ~ =Q ' ~ AR D f N ~ ~ Q ~ / VA DR ~4 ~ • ~ ~ o ~ . 6 - - SMT I- / VA DRAIN _ ~ °21 Wpb 88.30 I I " ~ ~ ` ~ -1+81.71 ~ `u o a ~ - ® \ ! .1~4,r \ ~ ' SS 258 sn so s N ~ ~ c~ ~ ~c''rv 9.00 91.69 "'~-w,,_ coy ! _ , o, o ~ S r _,__Sr=-_.-- ` ~ ~~2~ ~DRr ~ 5+48.51 o W ~ Q c.~ ooo ~ _ ~ - 41.32' - 8 EX SSMH' ~ aI ~ -1+20.78 ~ ~ ~ ~ 90.78 ~ 0900 ~ ~ ~ ~+a - 8 SDR-26 S ,~Q,, s4 ' ~ 1.60 ~ ® ~ > a ss ss ss - dV D pF ~ ~ ~ ~ ER MAf N, ~ I I ~ ~ ..~.w TOP. 86.17 4 88.10 _Y;_.v _.v~--Oyh q .r-- g 87.91 88.13 4+93.86 ~ o -0+55.46 ~-0+00 SSMH ~ ~Y'`"~ - INV 1N: 77.61 ? 5+13.64 TOP: 88.02 87.20 a TOP: 90,00 INV OUT: 77.53 1• INU IN: 81.75 4+00 SSMN 4+70.91 ~ 81.g0 INV: 83,16 ~ k 89,51 Y ~ 2+58.59 PROP OUT: 81.6 9.13 ~ / ` p ~ ; INV 8 , 3.59 PROP TOP: 87.81 82.30 }5 ~ 0 0+82,39 DOGHOUSE SSM 6~ ~ / © i o ~ .70 1+4$.12 >-oo WITH PfPE SLID LOUSE SSM 88'04 INV #N: 7$.87 30" FES-15 89.91 OB-11 85 ~ ? 85.10 ~ ~ • ~ ~ TOP: 88.51 PfPE SLID 3+51.99 INV OUT: 78.77 CB_15 INV: 82.94 88.51 83.30 87.77 4+41.77 / ~ ? _ 0+15.30 0+55.53 ft f y !V IN: 78.7 4+12.69 TOP: $7.78 ~ T P: 9, 7 / 4,1 INU IN: 78.7 86.30 0 8 6 c~cn~, ~ 88.70 - NV: .7 c~ `1, i 8 INU„ IN: 78.2 ( 85 0 c,~ ; !V IN: 78.2 82 80 INU: 83.50 ~ z , 2+19.67 EX 24 INV: 76. rr ` 'A`SS ~ 4" INV: 76. ,G-,~ / 84.50 88.35 307 ~ ' - , 88.35 s~ ~ 3 0 1, 2+90.63 F~ ~ ~ 2+90.63 c). q- ~X EX SSCui~l' - 24 o - SS - - 83.90 83.90 TOP: 86.38 - - _ 0.0 ~ ~ 9~' TOWN OF HOPE MILLS - - INV IN: 77.34 ~ _ _ 40 GRAPHIC SCALE - UT1 PIN No.. 0424-00-2680 INV OUT: 77.23 - - C1 IY EA - . _ S~ ^n~ _ ME NT 'EX sSM~ SO 0 25 50 100 200 ~`-1 TOP: 86.06 INV IN: 76.96 w~ (A111 (11 IT. ~n n ~ ( irr FEET) 1 inch = 50 ft. P""y rn ro 11 11 a ap o N O ~ } ~ N + ~ + N `1 0 0 o a o a o t ~ + I # O~ t~ f ~ f~ .I-o f ~ ~ u0i4 Q-t it1 Om OyOj to 171 m 01 O1 01 ^ Ci O1 N W ~ 06 ~ a0 W ~ N a0 OD °Q OQ W OJ t" d d d d 4 N d d d d ¢ d 4 ¢ O d d ¢ 4 '4 W t,7 V1 V7 fn N N N VI v N f.7 N fn (!7 N N V7 N N N C9 VI .....J 100 'v 10 s 1s _ ~ PIE V 977 - - AD =1. 00 G G .r 0 14 ~ 6 3 0 L T ~9. o ~ l T I` ca 4 Z 1 q - f 90 ~ s £ ~ !o c _ 9a oT ~ ro W - _ _ W _ o 1 C o ~ 55 53 - ~ RO o 00 p P 5 +x 0 IV: 5.7 - 8818 Sfd ? 96 ~ ~ I ` o, IN . 0 % 0, 00° LL 4 INV: $9. 3 9+ 68.6 0' CL R P 10 N C1 - IS !M G 2 SfJ~ 37 0tl ~ 4 38 al ~ °d ~IV1:8.24 g`SO 8 - e! ~ o. ~ t v .J NV UT 88 4 196 io ~ o c~ c! LT CB 13 LT ~.T LT o 2 o !a ~ 58. F T .6& L T 2 T ~ T N 33 2 9 + 16 SS 3 ' so 80 pjf 8Q 134 C 12 OFPRP SR-6S 90. % z 3 ' TO : ,6 ~ 141. 2' OF P 141. 2' OF P 30' DIP S5 °r°, .ee 8- 5 _ 5+ OJ 5S H A ~ 3 I : 8 .90 (0:8.81 411. 4+3.8 ~ • OP: B7. 8 4 NV: 79.5 ~ $ ~ fN :7.77 1 :8.75 1 2 58. RO Ro ~ N G- - r = W H fPE SU E ~ su ~ i~ e 4 I IN: 78. 0 78.0 a, N • _8 A~.~ . E 2 1 :7.83 Pwiddw9 7 .83 CIO eo° Y T7 Wet ns itt EET 4 70 3 4 5 6 7 -6 -5 -4 -3 -2 -1 1 2 3 HORIZ -1" = f 8 VERT -1" = 5 DRAWN 8Y: 0• SUGGS LLQYD H CB-1 ~ - ~ ,I ~ I i DAG - ~ / 55 ~ 1': +60.68 SSMH ~ 9+70.91 L P ;.r, CHECKED 8Y; PIN N©.: 0414-91-512 ~ / 2 TOP: 99.51 J, TOP: 97.78 ~1 , . - a ~I ~ 1, INV: 93.99 /1~" ~6 ~ , INV IN: 92.38 ~I J, - DB 34581 PG 842 ~ ± ~1 INV OUT. 92:28 I HHA REVISED: DB / PG: 2772!437 ~ ~ 20 DIP WM t _ ! - ~1 ( / ss \i l / ~ - ~ /0 4a oIP { J o~/oo/or ~wc e~~r oo/oa/or ~ a~t~w + A / o~ WETLANDS I ~ ~ os/os/oe cwwElSrasM ° CB-2 ~ ~I I / S/ 9+70.91 R - ~ ,r ~ 1, MH . ¢ TOP: 97.78 7+90.01 SS / ~ .I I / J, . c'''d~ ® ° ~ gr INV: 93.85 - - ~ 5 .O . x ~1 ~1 I, - - ~ OP: 6.24 ~ ~ , o~ - ~ INV IN: 90,51 X4~ , / A~ ~ ~ r" / ~ ( / INV oUT: 9a.41 ~ J, - 1 / a~ ' 1~ ( I ~ ti~ ~ ~•'%Cl ~ ~ / f 1~ 1~ zo ~1 ~ ~ ~ CB~-3 ~ ~`L~/ - ~l ( / A, ~ . ~ WETLANDS - .1 I, 7+ 1.94 L / A ~ ~ - i jj ~ \ P~ X11, TO • 95.41 / ~ o ~ ~ os - ~ ~ I ~ i i w 1 9~ 95.58 ~ - , INV. 91.6 S/b ~ \ 1 i~ i ~ 0 58.42 0+87.97 ~i ~ ( / s / t - ~ , o, 5 ~ . - - , r o s 92,00 _ ~ _ ? ~ ,1 ~ I, P/1x~° °..s ~r ~ ~If/ ~ ~ h° n - ~ / / . _4 ~ CB ~ ~1 l/ ~ / , O s~ ~ 95.26 ~ . vi / , / ~ 7+31.94 R r - r - ~ / i ~ ~ \ ! / ~ Q TO :95.41 ~ ~ 1 ~ / / ~ ~ , ~ s~ 1 +52.67 ~ , ~ 15 INV: 91.47 r ~ , t! ~ \111 ~ 0~ ~ ~ „ 91.70 ~ ~ti 18 INV: 90.97 0,\ 9 873 ~ ~ , 94.62 Q - EX SSMH ~ ~ ~0 'SSMN of ~7.a9 p~ ~ P ~s, ~ ~I ~ ~Q- 95.56 ~1 / 7+08.55 ~ / OPf 87.09 2+05.64 e~ ~ a 1 SSMH r ~ , 0 / 6 ~ ~ ~ •-'9+92.x5 ~ 1 , 82 6 ~ IPA! IN: 76.45 / , 1 ~P P: 95:52 89.90 ~I S ~ ~ IN: 76.45 WETLANDS ~I I/ 9}.50 INV IN: 89.62 ~ ~ ~ ~ INU OUT: 7 / ~ ~ e~ ~ INV OUT: 89.52 y~ ® 9~ x~~~ ~ ~ P ~i I/ r ~ ~ 'P y s0 tie \ ,,2 ~ V ~ l ~ / ~ . ~ o ~ ry ~ c as ~ ~ I `L F o~; 87.67 ~ ~ ~ ~h ~ ~ ko e~` CB-16 I - ~ ;5 O i t r ~ ~ ~ 4 95.32 a~ . 9 4 ~ ~ . ~ 5 ~ ~ ~ ~ ~ 0 ~ 7+19,47 ~O - ? ~ ~ ~g\ 2+25.43 L ~ k ~ x ~ a ~ ~ / J ~ 1 +40.20 TOP: 94.22 ~ ~ ~ - 8z.~a ~ _ Q ~t I/ ~ - ` Q , / ~a - _5 91.80 ° INV: 90.19 ~ WETLANDS o~ ` 0 88.16 87.60 0 ~ 92.18 rn ~ ` .i ! / b W NDS ~ 87.6a . . TO . 2.84 N 6+21.92 - ~ ° ~d ~ \ + 8.58 ~ ~ ~ ~ 7+39.11 7+39.11 ,I ~ ~ ~ INV: 32 .t 2 9 ~ w ~ ~I . ~ s ~ ~ 83.00 _ - 0 94.33 -17 a ~ w ~ ~1 ~ ~ ~ 82.50 - CB ~ 87.50 • ~w ~ ~ / sz.5a - , r - 2+20.54 2+25.43 nR ~ r ~ ~ Q gyp,, . ~ ~ , ~ , TOP: 94.2 ® ~ ~i 88, 90.60 ~ •a Z ~ Q ~ - k ~ 8 , ° ~ INV: 90.05 a ~ ~ 'e ~ ~ RCP O. r ,c> ~ ~ ~ ~ . _ ~ ~ _ . , ~ ~ R ~ CB 18 ~ II o - $ ~w ~ ~~6 7+33.38 87.60 ~ ~ ~'-`~1 ' TOP: 87.60 f~ j, .1 I/ ~ 92,55 ~ R,,-~ - - ~ 7+41.43 ~ ~ ~ 1~ - \ ~ -'~5 - ~ INV. 84.50 8 a s~ ~ .1 I / 2+85.68 ~ r 2 , ' ~ 82.40 ~ ° ~ /~p° 87.63 to N ( iIj 88.30 \ .,B-7 0 ~ _ _ - , - i Q2 ~ - . 7+27.18 a~ ~ Ow w p 1/ .I ! 3+0 6 SSMH` ESQ Q. ~ 4+31.67 R ~ ~4~ ~ . © ~ 82.50 1 W TOP: 91.79 T .92.12 ~ ~ r ~ S , 5 REPLACE EX SSMH 1 INU: 87.85 1NV IN: 84.11 ~ ~ ~ ~ ,1 I, ~ 2 - WITH 5 ~ DOGHOUSE ~ ~ ~ I 18 .INV: 87.35 ~ 8 INV IN: 83.61 FS ~ ~ ~ 18 FES-18 ~ 15 ES-17 , ~I f, ~ ~ MH WITH MULTIPLE TAPS 24 1~U: 87.19 ~I ( INV OUT: $3.51 ~ INV. 84.00 f 0 ~ INU: 84.00 ~q e ~ SSM 90.08 r 6 TOP: 8 .53 ~ ~ ~ , r ~ 91,63- .I 1, ~ NEW 4 INU IN: 78.00 3+74.38 ~ . ~X SSMH EX 24 INU: 76.55 dV IN: .95 85,20 ~ JUT: 83185 - - , ADD PIPE SLIDE ,1 o NOTE, EX TOP. 87.30 _ ~ 29 w S LATERALS IN THIS CUL D~. SAC' © _ ~1 ~ - S ~ NEW 8 INV IN: 78.10 1 6.76 ® S ARE CONNECTED IN ,~CI°R~ WITH , _.38 1 ~ WETLANDS - ~ - , n, 2 - EX 24 INU IN: 76.60 - INU :76.68 X WYE CONNECTIONS AT THE MANHOLE _ s' ~ ~ - EX 24 INU OUT: 76.59 ~1 1 INV O :76..66 ~ EXCEPT FOR fi~RAL FROM LOT 5 , ' ~ ®~Q / ~ . ~ / ' , ~ ? / - / j ~ ~ ~ ~ , - WETLANDS , GRAPHIC SCALE ) ~ / ~ ~ s'ue' t i sa o zs so ioa zoo rr~~ ~ ~ 1 - ~ ~ ~ / ~ ~ ~ ~ ~ J 88.20 ~ ,1 I / , l ' VJ (IN FEET) Z 81 r70 1 ~ , ~ , ~ , . 4.. finch = 50 ft. N n Q! Wt~O• cCjh ON Qn Wp~j N0D O.~- 4•- W00 ~N Oh tQt,N pn YO,~ W ~ Op„' Og N~ 009 r/i~ r7 pNi ~OOi 0C9 000 cp ep cA~ F, r } t9 t + + of vFi~ ~c~ ~ t9 vri~ ~ c~ v~ica c~n~ Ica Ica a ~ 11 X10 < N O O O VI l.E = 5.0 VI LE = 9. 0= .3 €l= .3 10C 10 0 + o~ o G E +2 4 -0. 10 LO LO ~ % ~ 0 ~ ~ I m LO ~ } C 9 3 /0 90 _ _ ~ C -1 N 2 - - 4 - - - T P: 7.6 1+ M E o IM! OU 8 52 x _ - _ EX Srr LL ~ - - Q -1 d~ W E T P; ~ 4.2 8 21 1 _.1 15° FES 17 ° S R- 1 ATE N ~p L T L T 11 1 .t LJ. + . _ _ IE t Q ,I 1;8.51 8 LO I I; .1 1 80 3 sa ~ (y e J ?~r ~ A <C 27 .80 OF FX 24" SS 02 18 .67' OF EX 4" S 0 2% 2 .7 0 EX 24 5S ~ .04 24 5S ~ .04 EX 24 SS S ° J ~ ; X SM EP EX SS H EX Std p; 7, H MU TIP T S INV ~lN: ~ B, 5 r e ~ X 4" 11: 7 .6D 4 NV N: 8.0 e° A, C ,1i ~ Q v e• i ~ nr. ~s n L\e..a I NO E. • ,ae' rSHEEET et 75 AR C NNE T IN Pf Tfi EK EFT f 1A OkI LOT 5 r 1 2 3 4 5 6 7 8 8 0 2 0 HORiZ 1" = 58 VERT -1" = 5' QRAWN BY: OATK}N5 FOR LATE WINTER AND EARLY SPRING PURP03f CONSTRUCTION SPECIFICATIONS TEMPORARY SEEDING RECOMMEN iN SPECIFICATIONS TO TEMPORARILY STABILIZE DENUDED AREAS THAT WILL NOT 8E BROUGHT TO FINAL 1. CLEAR, GRUB AND STRIP THE AR U8 AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION ANp ROOT ~AG iVE ALL SURFACE SOEL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND / SEEDING MDCfURE GRADE FOR A PERIOD OF MORE THAN 21 CALENQAR DAYS. MAT. REMOVE ALL SURFACE SOEI SPECIES RATE (LB 1 AORE) STOCKPILE OR DISPOSE OF iT Pf OR DISPOSE OF iT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE CH ECKE© BY: .D DISPOSAL AREA. RYE (GRAIN) 12D TEMPORARY SEEDING CONTROLS RUNOFF AND EROSfON UNTIL PERMANENT DESIGNATED DISPOSAL AREA. ANNUAL LESPEDEZA 50 ETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. 2. ENSURE THAT FILL MATERAAi. FO VEG ORGANIC MATTER AND OTHER 0 1AT FILL MATERAAi. FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, / H HA 1A7TER AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO / OMIT ANNUAL LESPEDEZA WHEN DURATION pF TEMPORARY COVER IS N07 TO EXTEND iN ADDITION, iT PROVIQES RESIDUE FOR SOIL PROTECTION AND SEEDBED EXCEED 9 3NCHES AND MACHINE NCHES AND MACHINE COMPACT 17.OVER FELL THE EMBANKMENT 61NCHE5 TO ~ SETTLEMENT. REVISED: ND JUNE. PREPARATION AND REDUCES PROBLEMS OF MUD AND DUST PRODUCTION FROM ALLOW FOR SETTLEMENT. 3. CONSTRUCT THE OU BEYO BARE SOIL SURFACES DURING CONSTRUCTION. BETWEEN THE RIPRAP AND THE ;T THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTfON Ol/30 f O7 NCOENR fHE RIPRAP AND THE SOIL FROM PIPING BY USING FILTER FABRIC ORA KEYWAY ~OpO / 06/077/47 WIC/LOTS SEEDING DATES SPECIFICATIONS WEIR! DAM FACE CUTOFF TRENCH BETWEEN THE TENCH BETWEEN THE RIPRAP STRUCTURE AND SOIL. ~ !POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY TO ~~G MOUNTAINS -ABOVE 2,5D0 FT.: FEB,15 -MAY 15 5 FT 4. CLEAR THE POND AREA BELOW' BELOW 2,500 FT.: FEB. 1-MAY 1 1' MIN NCDOT t{5 OR ~~-MIN`-` FACIL3TATE SEDIMENT CLEANOU i SEDIMENT CLEANOUT. `1`~ 3D FfLL SLOPES SHOULD BE 2:1 OR FLATTER. Q PIEDMONT • JAN, 1 -MAY 1 COMPLETE GRADING BEFORE PREPARING SEEDBEDS, AND INSTALL ALL NEGCESSARY #57 WASHED STONE EROSION CONTROL PRACACES SUCH AS DIKES, WATERWAYS ANO BASINS MINIMIZE i 5 FT 5. ALL CUT ANO FELL SLOPES SHOD COASTAL PLAIN - DEC. 1 -APR. 15 STEEP SLOPES BECAUSE THEY MAKE SEEDBED PREPARATION DIFFICULT AND 6. ENSURE THAT THE STONE (DRAM IAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS AMINIMUM / IDTH OF 3 FEET AND MAXIMUM SIDE SLOPES OF 1:1 THAT EXTEND TO THE BOTTOM / GLASS B STONE } BOTTOM WIDTH OF 3 FEET AND D LLWAY SECTION. SOIL AMENDMENTS INCREASE THE EROSION HAZARD. IF SOILS BECOME COMPACTED DURING GRADING, 36W CU FTIACRE pF THE SPILLWAY SECTION. LOOSEN THEM TO A DEPTH OF 6 - 6 INCHES U5iNG A RIPPER, HARROW, OR CHISEL 1 ?.y MAX 7. CONSTRUCT THE MINIMUM FINIS FOLLOW RECOMMENDATIONS OF SOIL TESTS (XtAPPIY 2,000 LBIACRE GROUND PLOW. :T THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON THE 09 ~ N 2:1 SIDE SLOPES EXTENDING TO THE TOP OF THE OVER FILLEp EMBANKMENT. C ~ TONE AND 750 LBi ACRE 10-10.10 FERTILIZER. ti PLANS, WITH 2:1 SIDE SLOPES E) AGRICULTURAL LIMES o KEEP THE THICKNESS Of THE SI $fE08ED PREPARATION 21 INCHES. THE WEIR MUST BE L THICKNESS OF THE SIDES OF THE SPILLWAY OUTLET STRUCTURE AT AMINIMUM OF / ^ m pj THE WEIR MUST BE LEVEL AND CONSTRUCTED TO GRADE TO ASSURE DESIGN ` }si~a~ I MULCH GOOD SEEDBED PREPARATION IS ESSENTIAL TO SUCCESSFUL PLANT ESTABLISHMENT. CAPACITY. W ANCHOR STRAW BY TACKING WITH ASf61ALT, NETTING, OR S. MATERIAL USED IN THE STONE S / N~ USED IN THE STONE SEGTIONSHOULD BE AWELL-GRADED MIXTURE OF STONE APPLY 4,000 IBJACRE STRA A GOOD SEEDBED ISWELL-PULVERIZED, LOOSE AND UNIFORM. INHERE A MULCH ANCHORING TOOL, A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED HYDROSEf01NG METHODS ARE USED, THE SURFACE MAY BE LEFT WITH A MORE FILTER WITH A d5D SIZE OF 91NCHES (CL SIZE OF 9 INCHES (CLASS B EROSION CONTROL STONE IS RECOMMENDED) AND ~ V d' ~ STONE SIZE OF 141NCHES. THE STONE MAY BE MACH#NE PLACED AND THE ,.y ° AS A MULCH ANCHORING TOOL. IRREGULAR SURFACE OF LARGE CLODS AND STONES. CROSS SECTION FABRIC A MAXIMUM STONE SIZE OF 14 iN SMALLER STONES WORKED 3NTC HARD, ANGULAR AND HIGHLY WE (TONES WORKED 3NT0 THE VOIDS OF THE LARGER STONES. THE S70NE SHOULD BE I P5 YQ ~ O IULAR AND HIGHLY WEATHER-RESISTANT. J~Q` MAINTENANCE LIMING -APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. {F THE pH REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH I TI N OF GROUND AGRICULTURAL DESIGN OVERFILL 6" 9. DISCHARGE INLET WATER 3NT ' E INLET WATER 3NT0 THE BASIN !N A MANNER TO PREVENT EROS30N. USE ~,Q ®W ~ tY SLOPE DRAINS OR DIVERSIONS WETH OUTLET PROTECTION TO DIVERT SEDIMENT LATELY FOLLOWING EROSION OR OTHER DAMAGE. (AC{QITY) OF THE SOIL €S NOT KNOWN, AN APPL CA 0 FOR SETTLEMENT TEMPORARY SLOPE DRAINS OR' LMMED LIMESTONE AT THE RATE OF 1 701 112 TONS !ACRE ONCOARSE-TEXTURED SOILS AND 2-3 SETfLfD LADEN WATER TO THE UPPER EP TER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY. " EAT THE STONE SPILLWAY OUTLET S£GTION EXTENDS DOWNSTREAM PAST THE FOE 6" MIN. ~ ~ TONSlACRE ON FiNETEXTURED SOILS IS USUALLY 5UFFICIENF. APPLY LIMESTONE TOp 21" 1D. ENSURE THAT THE STONE SPILLI TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER UNEFORMLY ANO INCORPORATE INTO THE TOP 4 - 6 INCHES OF SOIL. SOILS WITH A pH MIN OF THE EMBANKMENT UNTIL STF ACCEPTABLE FOR THE RECEIVIN BANKMENT UN71L STABLE CONDITIONS ARE REACHED AND OUTLET VELOCITY IS L~, LE FOR THE RECEIVING STREAM. KEEP THE EDGES OF THE STONE OUTLET SECTION rT . ~ SEEDING MIXTURE OF 6 OR HIGHER NEED NOT BE LIMED. WEIR LENGTH EMERGENCY BYPASS FLUSH WITH THE SURROUNDING H THE SURROUNDING GROUND, AND SHAPE THE CENTER TO CONFINE THE OUTFLOW ~ Fdso~ ~ SPECIES RATE (LSlAGRE) FERTILIZER -BASE APPLICATION RATES ON SOIL TESTS, WHEN THESE ARE NOT _ AS DESIGNED STREAM. (4 FT MIN) 6"BELOW SETTLED 11. DIRECT EMERGENCY BYPASS TC GERMAN MILLET 40 POSSIBLE, APPLY A 10-1D-1D GRADE FERTILIZER AT 7P0.1,O0 IB IACRE. BOTH ERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS SO V WILL N07 DAMAGE THE EMBANKMENT. 2.3" COARSE R~~~~' ~ KOBO LESPEDEZ0. 1 D I AND LIME SHOULD BE INCORPORATED INTO THE TOP 4.6 INCHES OF SOIL. ~ 2:1 SIDE TOP OF DAM THAT FLOW WILL N07 DAMAGE 1 IN THE PIEDMONT AND MOUNTAINS, ASMALL-STEMMED SUDANGRASS MAYBE FERTIL ZER SLOPE MAX 12. STABILIZE THE EMBANKMENT AN THE EMBANKMENT ANp ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND AGGREGATE EAM FROM THE TRAP IMMEDIA T ELY AFTER CONSTRUCTION. T F 50181ACRE, IF A HYDRAULIC SEEDER IS USED, DO NpT MIX SEED AND FERTILIZER MORE THAN 30 5 d DOWNSTREAM FROM THE TRAP SUBSTITUTED AT A RA E 0 MINUTES BEFORE APPLICATION. MAX FILL 2' TO 13. SHOW THE DISTANCE FROM THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT LEVEL 4} :SIGN DEPTH) ON THE PLANS AND MARK f7 IN THE FIELD. DESIGN CRITERIA ' ~ C 3.5' 1:151DE SLOPE (112 THE DESIGN DEPTH) ON THE SEEDING DATES SURFACE ROUGHENING - IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE FILTER 14. INSTALL POROUS BAFFLES AS SI )ROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES. 1. AGGREGATE SIZE -USE 23 INCH WASHED STONE MOUNTAINS • MAY 15 -AUG. 15 SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO BREAK UP LARGE ~ FABRIC MAX NATURAL PIEDMONT -MAY 1- AUG.1 CLODS. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN GROUND DESIGN 2. DIMENSIONS OF GRAVEL PAO • CONSTRUCTON SPECIFICATIONS ~ DESIGN OF SPILLWAY 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ~ COASTAL PLAIN -APR. 15 -AUG. 15 IT JUST PRIOR TO SEEDING 8Y DISKING, RAKING, NARROWING, OR OTHER SUITABLE 3 FT DRAINAGE AR~~t DRAINAGE AR WEIR LENGTH THICKNESS: 61N. MINIMUM W (ACRES( (Ff) ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY b WIDTH: 12-FT. MINIMUM OR FULL WIDTH A7 ALL POINTS OF ~ I GRADE IT. METHODS. GROOVE OR FURROW SLOPES STEEPER THAN 3:10N THE CONTOUR BEFORE MIN (ACRES) 1 SOIL AMENDMENTS SEEDING. 1 4.0 THE VEHICULAR ENTRANCE AND EXIT AREA, O I`` 2 b.D WHICHEVER IS GREATER. 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS ly, ~ FOLLOW RECOMMENDATIONS OF 541E TESTS OR APPLY 2,000 LBIACRE GROUND STONE SECTION 2 AGRICULTURAL LIMESTONE AND 750 LB 1 ACRE 10.10.10 FERTILIZER. 3 SEEDtNG a 3 6.D LENGTH, 50•FT. MINIMUM SHOWN ON THE PLANS, AND SMOOTH IT 4 10,D 3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR °~r. 3. LOCATEON -LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT ti EVENLY APPLY SEED USING A CYCLONE SEEDER (BROADCAST), DRILL, CULTIPAGKER 5 MULCH SEEDER, OR HYDROSEEDER. BROADCAST SEEDING AND HYDROSEEDiNG ARE 5 12.0 OTHER SUITABLE OUTLET. 0 O SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR yy .w MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. AVOIq 4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF APPLY 4,000 IBI ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR AppROPRIATE FDR STEEP SLOPES WHERE EQUIPMENT DANNDT BE DRNEN. HANG MAINTENANCE MPORARY SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT STEEP GRADES, AND ENTRANCES AT CURVES IN PUBLIC THE FOUNDATION IN LOCATIONS SUBJECT 70 SEEPAGE OR HIGH p/~ A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED BROADCASTING IS NOT RECOMMENDED BECAUSE OF THE DIFFICULTY IN ACHIEVINGA INSPECT TEMPORARY SEDIMENT AS A MULCH ANCHORING TOOL. UNIFORM DISTRIBUTION. (}INCH OR GREATER) RAINFALL E RESTORE THE TRAP TO ITS ORIG GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT, AND ROADS. WATER TABLE 161 LB 'HE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED 4. WASHING - IF CONDITIONS AT THE SETE ARE SUCH THAT MOST OF THE GS U MAINTENANCE SMALL GRAINS SHOULD BE PLANTED NO MORE THAN 1 INCH DEEP, AND GRASSES AND TO ONE-HALF THE DESIGN DEPTI LF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN MUD AND SEDIMENT ARE NOT REMOVED BY VEHICLES MAINTENANCE SPECIFICATIONS p yy HATED DISPOSAL AREA, ANp REPLACE THE PART OF THE GRAVEL FACING THAT IS TRAVELING OVER THE GRAVEL, THE TIRES SHOULD BE WASHED. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENTMUD OR ~ O REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH LEGUMfS NO MORE THAN 112 INCH. BROADCAST SEED MUST BE COVERED BY RAKING OR THE DESIGNATED DISPOSAL ARE IMMfDIATELYFOLIOWINGERCSEONOROTHERDAMAGE. IN DRAGGING AND THEN LIGHTLYFiRMEDWfTHAROLIERORCULTIPACKER. P RARYSEDIMENTTRAP iMPAIREDBYSEDIMENT. 3Y SEDIMENT. WASHING SHOULD BE DONE ON AN AREA STABILIZED WITH SEDIMEN7FROM LEAVING THE CONSTRUCTION SITE. THIS MAY CRUSHED STONE THAT DRAINS INTO A SEbiMENT TRAP OR REQUIRE PERIODIC TOPDRESSING WITH 2 INCH S70NE. AFTER cHA TEM O HYDROSEEDED MIXTURES SHOULD INCLUDE A WOOD FIBER (CELLULOSE) MULCH. CHECK THE STRUCTURE FOR DA NOT TO SCALE DEPTH OF THE SPILLWAY TO ENE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE OTHER SUITABLE DISPOSAL AREA. A WASH RACK MAY ALSO BE EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.6 FEET BELOW THE LOW POINT OF USED TO MAKE WASHING MORE CONVENIENTAND EFFECTIVE. 5EDIMEN7 AND CLEAN IT PUT A5 NECESSARY, IMMEDIATELY THE EMBANKMENT. IMM I L' TEMPORARY SEEDING RECOMMENDATIONS FOR FALL MULCHING VKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, ,IGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED OR TRACKED ONTO PUBLIC ROADWAYS. THE USE OF AN APPROPRIATE MULCH WILL HELP ENSURE ESTABLISHMENT UNDER A80VE DESIGN GRADE. ANY RIPI SEEDING MIXTURE NORMAL CONDITIONS, AND IS ESSENTIAL TO SEEDING SUCCESS UNDER HARSH SITE IMMEDIATELY. ILY. SPECIES RATE (LBIACRE) GONOITIONS. HARSH SITE CONDITIONS INCLUDE: RYE (GRAIN] 124 -SEEDING IN FALL FOR WINTER DOVER (WOOD FIBER MULCHES ARE NOT CONSIDERED AFTER ALL SEDIMENT•PRODUCIP SEDIMENT•PRODUCINGAREASHAVESEENPERMANENTLYSTABILIZED,REMOVE TEMPORARY GRAVEL C~N5TRUCTI~N ENTRANCE 1'HE STRUCTURE AND ALL UNSTI ;TUBE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE NDT TD SCALE AREAS, AND STABILIZE PROPERLY. SEEDING DATES ADEQUATE FOR THkS USE), ADJOINING AREAS, AND STABILIi • SLOPES STEEPER TftAN 3:1, MOUNTAINS • AUG.15 -DEG. 15 -EXCESSIVELY HOT OR DRY WEATHEF;, PIEDMONT -AUG. 15 -DEC. 30 • ADVERSE SOILS, (SHALLOW, ROCKY, OR HIGH IN CLAY OR SAND), ANA COASTAL PLAIN - AUG. 15 • DEC. 30 • AREAS RECEIVING CONCENTRATED FLOW. 8' MAX STANDARD STRENGTH FABRIC WITH WIRE FENCE CONSTRUCTION SPECIFICATIONS: ICI SOIL AMENDMENTS IFTHE AREA TO BE MULCHED IS SUBJECT TO CONCENTRATED WATERFLOW, AS IN 6' MAX EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE 1. USE A SYNTHETIC FILTER FABRIC OF AL LEAST 95°/ BY WEIGHT OF POLYOLEFIN50R POLYESTER, WHICH IS CERTIFIED BY THE ~ ' FOLLOW SOIL TESTS OR APPLY 2,000 LBI ACRE GROUND AGRICULTURAL LIMESTONE AND CHANNELS, ANCHOR MULCH WITH NETTING, MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS Z O STAY WIRES SECUREEY ANCHOR ~ 1,000 LBIACRE 14.10•i0 FERTILIZER. 5 FT MAINTENANCE WEIR) DAM FACE ~ MIN-"`) } CONSTRUCTION SPECIFICATIONS 1TIONS 6" MAX SPACING FABRIC TO WIRE WITH IN ASTM D 6461, WHICH !S SHOWN IN PART IN TABLE 6.62B. SYNTHETIC ~ N 2R THE EMBANKMENT AND STRIP I7 OF ROOTS AND OTHER OBJECTIONABLE FILTER BFABRiC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND y 14 GA. MIN. WIRE TIES STABILkZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE N u) MULCH DING EMERGENCE IS POOR, OR WHERE 1' MIN NCDOT;YS OR 2 FT i. CLEAR THE AREAS UNDER THE EMBANKMENT OD LBIACRE STRAW. ANCHOR STRAW 8Y TACKNG WITH ASPHALT, NETTING, OR RESEED AND MULCH AREAS WHERE SEE #57 WASHED STONE WEIR ELEVATION MATfftiAL. DELAY CLEANING THE RESERVOIf APPLY 4,0 EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS } ,NING THE RESERVOIR AREA UNTIL THE DAM IS IN PLACE. CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0° 70120° F. )N AREA INCLUDING THE ABUTMENTS WITH EXTRA•STRENGTH FILTER FABRIC 2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LBiLINEAR FT STEEL ~ W A MULCH ANCHORING TOOL, A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED MUCH A3 POSSIBLE. Z COVER THE FOUNDATION AREA INCLUDING T KITH ROCK. IF A CUTOFF TRENCH IS REgU1RED, EXCAVATE AT CENTER LINE WITH A MINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE AS A MULCH ANCHORING TOOL CLASS i AND II BEFORE BACKFILLING WITH ROCK. IF A CUTO 3600 CU FTIACRE OF DAM, EXTENDING ALL THE WAY UP THE Ei .L THE WAY UP THE EARTH ABUTMENTS. APPLY FILTER FABRIC UNDER PROJECTIONS TO FACILITATE FASTENING THE FABRIC. ~ MENT FROM THE UPSTREAM EDGE Of THE KEYWAY TO THE DOWNSTREAM 3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE W ~I MAINTENANCE RIPRAP 6 3~~ THE ROCKFkLL EMBANKMENT FROM THE UPS' REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY, TOPDRESS WITH 50 LBIACRE MIN.1.5' THICK EDGE OF THE APRON, OVERLAP FILL MATERI )VERLAP FILL MATERIAL A MINIMUM OF ONE FOOT AT ALL JOINTS, WITH THE FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 )VER THE DOWNSTREAM STRIP. INCHES. N ~ RY Tp EXTEND TEMPORARY COVER BEYOND ti° ROCK APRON UPSTREAM STRIP LAID OVER THE DOWNSTRE OF NITROGEN IN MARCH, IF IT IS NECESSA JUNE 15, OVERSEED WITH 50 LBl ACRE KOBE (PIEDMONT AND COASTAL PLAIN) pR KOREAN d 4 3. CONSTRUCT THE EMBANKMENT WETH WELL-( VKMENT WETH WELL-GRADED ROCK AND GRAVEL TO THE SIZE ANp DIMENSIONS (MOUNTAIN) LE5PEDEZA IN LATE FEBRUARY OR EARLY MARCH. ~`~1~ SHOWN ON THE DRAWINGS. IT IS IMPORTANT VCS. IT IS IMPORTANT THAT ROCK ABUTMENTS 8E AT LEAST TWO FEET HIGHER CONSTRUCTION t£ST AND AT LEAST ONE F00T HIGHER THAN THE DOWNSTREAM FACE OF THE 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH '`ti GUT-OFF FILTER THAN THE SPILLWAY CREST AND AT LEAST C CROSS SECTION TRENCH FABRIC DAM, ALL THE WAY TO THE TOE, TO PREVENT 4. SEDIMENT-LADEN WATER FROM 7Hf CONSTF 'HE TOE, TO PREVENT SCOUR AND EROSION AT THE ABUTMENTS. OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS. iR FROM THE CONSTRUCTION SITE SHOULD DIVERTED INTO THE BASIN 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED DESIGN RESERVOIR AT THE FURTHEST AREA FROM T SETTLED 5. CONSTRUCT THE ROCK DAM BEFORE THE BA 2THEST AREA FROM THE DAM. 24 INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND OAM BEFORE THE BASIN AREA iS CLEARED TO MINIMIZE SEDIMENT YIELD FROM VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.) I TOP CONSTRUCTION OF THE BASIN. IMMEDIATEL' E BASIN. IMMEDIATELY STABILIZE ALL AREAS DISTURBED DURING THE 3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE ~ ?'ys ~ C CONSTRUCTION OF THE DAM EXCEPT THE SE EDAM EXCEPT THE SEDIMENT POOL. LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SINS SHOULD BE CONSIDERED DANGEROUS BECAUSE THEY ATTRACT CH3LDREN. N SECURELY FASTEN THE F€LTER CLOTH ONLY AT A SUPPORT POST WITH NENT SEEDING SCHEDULE SCOAIOF EM~ EN Y BYPASS 6. SAFETY • SEDIMENT BASINS SHOULD BE CON i PERMA F,Lj WEIR LENGTH `L X04 EMERG G L' LfiD STEEP SIDE SLOPES SHOULD 8E AVOIDED. F I Rk AS DESIGNED 6' BELOW SE f TRESPASSING IS LIKELY. ALL STATE AND LOC IOULD 8E AVOIDED. FENCES WITH WARNING SIGNS MAY BE NEEDED IF MAX. WIRE FABRIC FILTER FABRIC TO $E 95% BY WEIGHT O 4 FEET MINIMUM OVERLAP TO THE NEXT POST. !.ALL STATE AND LOCAL REQUIREMENTS MU57 BE FOLLOWED. MESH OPENING POLYOLEFINS OR POLYESTER WHICH N 4 4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED FOR WELL•TO POORLY DRAINED SOILS WITH GOOD MOISTURE RETENTION; TDP OF DAM SIZE = 36 SQ. IN. CONFORMS WITH REQUIREMENTS IN ~ SECURELY TO THE UPSLOPE SIDE OF THE P05TS EXTEND THE WIRE MESH LOW MAINTE C MAINTENANCE NAN E a a ~ CHECK SEDIMENT BASINS AFTER EACH RAINI NS AFTER EACH RAINFALL. REMOVE SEDIMENT AND RESTORE ORIGINAL VOLUME ASTM D 6461, FABLE 6.628, SUPPORT TO THE BOTTOM OF THE TRENCH FASTEN THE WIRE ~ REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE ' 5£EDINGMIXTURE WHEN SEDIMENTAGGUMULATESTOA80UT( MULATES TO A80U7 ONE-HALF THE DESIGN VOLUME. 5EDIMEN7 SHOULD BE POST. WIRE OR PLASTIC ZIP TIES SHOULD NAVE MINIMUM 50 POUND SIN AND Ab£QUATELY STABILIZED. TENSILE STRENGTH. ' SPECIES RATE (LBIACRE) PLACED ABOVE THE BASIN AND AbfQUATEII TALL FESCUE 80 E FOR EROSION. PIPING, OR ROCK DISPLACEMENT WEEKLY AND AFTER EACH STEEL POST 5, WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO COMMON HULL BERMUDA 50 CHECK THE STRUCTURE FOR EROSION. PIPIP SERICEA LESPEDEZA 30 SIGNIFICANT (1121NCH OR GREATER) RAINSTi )R GREATER) RAINSTORM AND REPAIR IMMEDIATELY. THE GROUND A MINIMUM OF 24 (NCHES. ' KOBE LESPEDEZA 10 FILTER FABRIC STONE SECTION REMOVE THE STRUCTURE AND ANY UNSTABI RE ANO ANY UNSTABLE SEDIMENT IMMEDIATELY AFTER THE CONSTRUCTION WIRE FENCING 6, EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER I SEEDING NOTES SITE HAS BEEN PERMANENTLY STABILIZED. £ VENTLY STABILIZED. SMOOTH THE &ASIN SITE TO BLEND WITH THE SURROUNDING FILTER FABRIC FABRIC DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE LL WATER AND SEDIMENT SHOULD BE REMOVED FROM THE BASIN PRIOR TO DAM ~ MINIMUM 50 POUND TENSILE STRENGTH. E UNSCARIFIED SERICEA SEED. AREA AND STABILIZE. ALL WATER AND SEDIM 1. FROM SEPT. 1 • MAR, 1, US 2.ON POORLY DRAINED SITES, OMIT SERICEA AND INCREASE KOBE T030 SEDIMENT BASIN WITH ROCK DAM REMOVAL. SEDIMENT SHOULD BE PLACED IN HOULD BE PLACED IN DESIGNATED DISPOSAL AREAS AND NOT BE ALLOWED TO t7 1. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP iR DRAINAGE WAYS DURING STRUCTURE REMOVAL, ~ U I ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER LBIACRE. ALL DISTURBED AREAS AND PARi1CULARLY EXPOSED SLOPES, WILL, WITHIN FLOW wro sTREAMS oR DRAINAGE WAYS D~ 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT sfRICEAAND INCREASE 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE NOT TO SCALE ~ a ~ (FIGURE 6.62A). KaBETOaoLB1ACRE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY DR PERMANENT ~ q ~ U 6. PLACE 121NCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH. GROUND COVER, DEVICES, DR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. NURSEPLANIS PERMANENT GROUND COVER TO RESTRAIN EROSION FOR ALL DISTURBED AREAS ~ ~ Q QE 9, BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND ? ~ ~ a P5~'0 COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT BETWEEN APRIL 15 AND AUG. 15, ADD 10 LBl ACRE GERMAN MILLET OR 15 MUST BE ACCOMPLISHED WITHIN 15 WORKING DAYS OR NO MORE THAN 9D LBIACRE SUDANGRAS5. PRIOR TO MAY 1 OR AFTER AUG,15, ADD 25 LBIACRE ~ `v ~ ~ FENCE PERFORMANCE. o a 10. DO NOT ATTACH FILTER FABRIC TO EXISTING TRE65 RYE (GRAIN]. CALENDAR DAYS FOLLOWING COMPLETION OF GON5TRUCTiON OR DEVELOPMENT, WHICHEVER PERIOD IS SHORTER, EXCEPT AS PROVIDED IN 15A NCAC 48 .0124(e) EX. GRADE (PER GENERAL STATUTE 113A-57 PARAGRAPH (2) & (3)). j~ I, ,~jlltllltgl~l7~ (i I'I I M NSPECTSEDIMENTFENCESATLEASTONCfAWEEKANDAFTEREACH ~ ~Ah1 i~ 0 z m ANCHOR FABRIC SK#RT ~ a ~ RA3NFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. ~O 4„~ WITHBACKFILL A A OF ~ ~ (0 SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE A .y : t ~ ~ ~ N Z OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. MAINTENANCE PLAN A A 1. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR NO LESS THAN ONCE A WEEK OR AFTER RUN-OFF PRODUCING RAIN EVENT. ANY U ~ ~ REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEOUA7E 2gQ~ ~ ~ STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE REPAIRS SHOULD BE MADE IMMEDIATELY. o ounET w M ~ { ~ FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. TEMPORARY SEDIMENT FENCE 2. CONTRACTOR WILL MAINTAIN THE GRAVEL FAD OT THE CONSTRUCTION ENTRANCE TO PREVENT SEDIMENT FROM IEAV€NG THE CONSTRUCTION SITE. THIS MAY REQUIRE y9'•,;~G1 N~~C~ NOT TO SCALE REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT pEP0517S AND PERIODIC TOPDRE5SING WITH 2•INCH STONE. IMMEDIATELY REMOVE ALL /Q~~ V ~U P, BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CON7R38UTING /~~~/+f1II`I[11t,,`,~ DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. OBJECTIONABLE MATERIALS SPILLED, TRACKED OR WASHED ONTO PUBLIC ROADS. PIPE aln la =APRON LENGTH 3. CONTRACTOR WILL CHECK SEDIMENT BASINS AFTER EAOH RAINFALL. REMOVE w=APRONwI°rH SEDIMENT AND RESTORE ORIGINAL VOLUME WHEN SEDIMENT ACCUMULATES TO I°o+ta) ABOUT ONE-HALF THE DESIGN VOLUME. CHECK THE STRUCTURE FOR EROSION, d=APRON DEPTH FES PLAN DESIGN CRITERIA PIPING AND ROCK DISPLACEMENT AFTER EACH SIGNIFICANT RAINFALL AND REPAIR DRAINAGE AREA • FNE ACRES OR LESS CAPACITY -PEAK RUNOFF FROM 10•YR. STORM IMMEDIATELY. Z - F TIER 4. CONTRACTOR WILL CHECK ROCK DAMS AFTER EACH RAINFALL. REMOVE SEDIMENT RIDGE DESIGN SIDE SLOPE: 2'1 OR LA (VEHICULAR CRDSSINGj 3:1 QR FLATTER AND RESTORE ORIGINAL VOLUME WHEN SEDIMENT ACCUMULATES TO ABOUT ONE-HALF Dm I NV} TOP WIDTH: 2 FT MINIMUM THE DESIGN VOLUME. CHECK THE STRUCTURE FAR EROSION, PIPING AND ROCK FREEBOARD: 0.3 FT. MINIMUM O`N DISPLACEMENT AFTER EACH SIGNIFICANT RAINSTORM AND REPAIR IMMEDIATELY. HEADWALL PLAN G;H WIRE MESH i Qd~ H Z I- SETTLEMENT: 10°!° OF TOTAL FILL HEIGHT MiN. F~f REMOVE THE STRUCTURE AND ANY UNSTABLE SEDIMENT IMMEDIATELY AFTER THE D H O ~ MAINTENANCE ~ Cx7 ~ CONSTRUCTION SITE HAS BEEN PERMANENTLY STABILIZED. SMOOTH THE BASIN SITE ~ ~ ~ T~j 1. INSPECT FABRIC BARRIER t" ~ D ~ ~ ~ ~ ~ ~ ~ ~ - - AFTER EACH RAINFALL EVENT ~ ~ Q ~ ~ ~ COMPACTED SOIL OR TO BLEND WITH THE SURROUNDING AREA AND STABILIZE. ALL WATER AND SEDIMENT COARSE AGGREGATE SHOULD BE REMOVED FROM THE BA51N PRIOR TO DAM REMOVAL. SEDIMENT SHOULD ~e x D p m AND MAKE NEEDED REPAIRS U +z ~ ~ z BE PLACE IN DESIGNATED DISPOSAL AREAS AND NOT ALLOWED 70 FLOW INTO STREAMS ~ OR DRAINAGE WAYS DURING STRUCTURE REMOVAL. x ~ ~ p ~ . > _ IMMEDIATELY. I F x F". Z ~ NTRACTOR WILL INSPECT TEMPORARY DiVER51ON5 AT (EAST ONCE A WEEK AND La ~M ~ ~~~d ~ ~ ~ , ...-T-~ 2 BEOOMEO ~RORCIN E Y WAY Y ~ _'n.~... ~ ~ ~ ~ ~ ~ ~ 5 ~ ER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA SLOPE 0~°k FLOW NOOVI UND ~ ~ AFf URAL GRD AND REPAIR THE DIVERSION. WHEN THE AREA PROTECTED 15 PERMANENTLY ouneT NO OVERFALL ~ ~ ~ ~ ~ A I i ~ 1 ~ 1 Z H ~ . D . " I REPLACE IT IMMEflIATELY. ' . {y r' H ~N STABILIZED, REMOVE THE DIVERSION AND CHANNEL TO BLEND WITH THE NATURAL ~ 9' TYPICAL GROUND LEVEL AND STABILIZE IT. ~ ~ 'bra ~ j ' ~ ~ ~ ~ C) 4'G1 ~ ~ a ~ ~ ' REPLACE BURLAP AT LEAST ~ w i RES AFTER EACH RAINFALL ~ A'//~,,~~•~ ~ ~ ~ ~ CONTRACTOR WILL INSPECT INLET PROTECTION STRUCTU i~\~\ ~ ~ _ EVER 60 DAYS. I ' d i _ ~ ' - ~ 3. REMOVE ALL FENCING I i i..• ~ AND MAKE REPAIRS AS NEEDED. REMOVESEDIMEN7ASNECESSARYTOPROVIDE d NA-A ~ . WHEN THE CONTRIBUTING SECTIO FILTER BLANKET ADEQUATE STORAGE VOLUME FOR 5UB5EQUENTRAIN5 ~~~~f~~~~~~ ~ ~ ~ ~ ` /\~j\~/, MATERIALS AND U TSTA BLE ~ I pRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED REMOVE ALL MATERIALS AND I ~ ~ SEDIMENT DEPOS S ER . ~ - THE CONTRIBUTING DRAINAGE 1 ~ WIRE' ANY UNSTABLE SOIL. AND EITHER SALVAGE OR DISPOSE. BRING THE 015TURBED AREA MAINTENANCE SPECIFICATIONS TO PROPER GRADE, SMOOTH AND COMPACT. NOTES: SECTION A•A O ' ' AREA HA5 BEEN PROPERLY I ~ FILTER FABRIC t'1 - - STABILIZED, INSPECTED, AND _ /4 MESH r e INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. NCE A WEEK AND AFTER 1. La IS THE LENGTH OF THE RIP RAP APRON. FILTER FABf IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW ARFAAND REPAIR7HE DNERSION 7. CONTRACTOR WILL INSPECT SEDIMENT FENCES AT LEAST 0 OR FILTER E OR FILTER BLANKET ~ - i' ~ APPROVED. BRING THE TS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN EACH RAINFALL EVENT. IF THE FABRIC OF A SEDIMENT FENCE COLLAPSES, ?EARS, 2. d=1.5 TIME THE MAXIMUM STONE DIAMETER SLIT NOT LESS THAN 6' RIDGE. CAREFULLY CHECK OUTLE 3. IN AWELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE DECOMPOSES OR BECOMES INEFFECTIVE, REPLACE IMMEDIATELY, REPLACE BURLAP TAILWATER DEPTH OR TO THE TOP OF THE SANK WHICHEVER IS LESS. ~ m - - _ DISTURBED AREA TO GRADE ~ ` / ~ Q _ ~ AND STABILIZE AS SHOWN IN ~ / SEE NOTE FOR POST DESCRIPTION ~ ~ Z LL] 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY EVERY 60 DAYS. REMOVE SEDIMENT DEPOSITS AS NEEDED TO PROVIDE ADEQUATE r C' MAXIMUM POST SPACING 4 FT. THE VEGETATION PLAN. ~ ~ STABILIZE IL STORAGE VOLUME fOR THE NEXT RAIN EVENT AND TO REDUCE PRESSURE ON THE 5. SEE APPROPRIATE SCHEDULE FOR DIMENSIONS FENCING MATERIAL. rl~ / ,H~ Z J t , 8. CONTRACTOR WILL INSPECT OUTLET STABILIZATION STRUCTURES AFTER HEAVY CONSTRUCTION SPECIFICATIONS , Q p RAINS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE 1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN THE NOTE: OR IF AMY STONES HAVE BEEN DISLODGED. CONTRACTOR WILL IMMEDIATELY MAKE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED N ~ VARIABLE * NOTE ~ * a m p h DIMENSION R -i USE N0. 5 OR NO. 57 VARIABLE- ~1._- PLAN TEMPORARY DIVERSIONS Tp FUNCTION ONE YFAR OR MORE, OR THEY MAY B6 CONSTRUCTEDANEW AT THE END F RTHER DAMAGE. CONTRACTOR WILL REPAIR MATERIAL. LOW AREAS IN THE 5UBGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS A H DAY'S GRADING OPERATION TO PROTECT NEW FILL. DIVERSIONS THAT ARE TO SERVE LONGER THAN THIRTY ALL NEEDED REPAIRS TO PREVENT U 2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE PLANS. OF E C w ~ ~ t2" STONE FOR SEDIMENT DIMENSION 1 ~ a ~ WORKING DAYS SHOULD BE SEEDED AND MULCHED AS SOON AS THEY ARE CONSTRUCTED TO PRESERVE DIKE HEIGHT ANY DAMAGE TO FILTER FABRIC BY REMOVING THE RIPRAP AND PLACkNG ANOTHER 3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING OR AND REDUCE MAINTENANCE. PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD YEAREND DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER 3 D 2 ~ 1 CONTROL AND PAY FOR FLOW 2 I W Z OVERLAP AT LEAST ONE FOOT. #F THE DAMAGE TO THEFABRiC IS EXTENSIVE, REPLACE CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM ENTIRE FILTER CLOTH. LAYER A MINIMUM OF ONE F00T. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. m ~ i 1 ~..i _ 1 AT THE CONTRACT UNIT 1 . FLOW lQ ~ F' - ~ - PRICE PEA TON SEDIMENT ` , - - ~ K W t7 ~ . ~ ~ SEDIMENT ;,,6"- GOUSEOHAADWARE CLOTH 24 CONTAOLTSTONE +6 N W TEMPORARY EARTHEN DIVERSION DIKE 9. ALL DISTURBED AREAS NOT TO BE SURFACED WILL BE RESEEDED, REFERTIUZED AND 4, RIPRAP MAY BE PLACEQ BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER. ~ i CONTROL STONE ~ 2' , Z A j 1' _6" ' ~ ~ GAUGE WIRE MESH WITH 114 1, ~ ~ NOT TO SCALE MULCHED AS NECESSARY BY THE CONTRACTOR TO MAINTAIN A DENSE VEGETATOE 5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER. Y F VEGETATION CANNOT BE DETERMINED TO BE FULLY 6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY WEATHER RESISTANT AND COVER.GENERALL A STAND O WELL GRADED. ~ - INCH MESH OPENINGS, * - x ESTABLISHED UNTIL SOIL COVER FfAS BEEN MAINTAINED FOR ONE FULL YEAR PAST 7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE ~ ~ I * PLACE TOP OF WIRE MESH ~ ~ W ® ~ ~ AMINIMUM OP ONE F007 W PLANTING. DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT. 1D. CONTRACTOR WILL INSPECT ALL MULCHES AFTER EACH RAINFALL, CHECK FOR 8. ENSURE THAT THE APRON 15 PROPERLYALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS .n _ _ BELOW THE SHOULDER OR AVERAGE BOX i~ Z (P~ -4 AVERAGE BOX ANY DIVERSION POINT. Z ~ EROSION AND DISLOCATION. WHERE EROSION IS OCCURRING, CONTRACTOR SHALL LENGTH. fF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON "C ~ DIMENSION VARIABLE INSTALL 5 FT. SELF FASTENER DIMENSION VARIABLE APPLY ADDITIONAL MULCH. CONTRACTOR WILL CONTINUE INSPECTIONS UNTIL 9. IMMEOIA1ELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION. VEGETATION IS FULLY ESTABLISHED. "'<1 FILTERED ANGLE STEEL POSTS 1.5 FT. FILTERED I'Tt WATER DEEP MINIMUM. WATER ~ t1.I MAINTENANCE INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (vz' OR GREATER} RAINFALL EVENTS TO SEE IF ANY SECTION A°A INSTALL 6 FT, TALL, 3 IN. $~~'~~QN Y•Y ~ DIR. WOOD POST 1.5 FT. ~ ~ ~FIIE: canslnn~ aRrn INO OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. uttr lwiwimUM CdAm Net Part, SPACE POSTS A MAXIMUM PAPEWACE - 4d I OUTLET STABILIZATION STRUCTURE MULTI-DIRECTIONAL FLOW OF4FT. SINGLE-DIRECTIONAL FLOW RIP-RAP SHEET 1 OF 1 SHEET 1 OF 1 SHEET 6 NOT TO SCALE 1632.03 1632.03 F 8 0 mmmmmmv~ DRAWN BY: DAG CHECKED BY: HHA REVISED:. 01/30 f 07 NC1~NR 02/94/07 NCOENR Q+•! cat i c~ t~U d~ r V s ""i A d G4 .i 03 1 ~ ~O t~ b~ t 'a w v o~ ~„S ~v (M/11 N CONSTRUCTION SPECIFICATIONS M BAFFLf {TYP.) 1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK ANO . FRONT TO BAGK ANO SIDE TO SEDE. 2. INSTALL POSTS OR SAW HORSES ACROSS THE WEDTH OF THE SEDIMEN DTH OF THE SEDIMENT TRAP AND t OR ROCK DAM. (PRACTICE 6.62, 241NCHE5, SPACED A MAXIMUM OF 4 FEET APART, AND 3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 241NCHE5, SPACED A INSTALLED UP THE SIDES OF THE STRUCTURE AS WELL. THE TOP OF Th WELL. THE TOP OF THE FABRIC SHOULD ~ 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD BE 21NCHES LON 4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND )ULD BE 21NCHES LOWER THAN THE TOP OF THE BERMS. r WEEN THE INLET AND OUTLET DISCHARGE POINT. STRUCTRUES lES5 THAN 20 FEET IN LENGTH MAY USE 2 BAFFLES. 5, WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP )PE ACROSS THE TOP OF FHE MEASURE TO PREVENT SAGGING. 6, WRAP POROUS MATERIAL, LIKE JUTE BACKED SY COIR MATERIAL, OVER ~OIR MATERIAL, OVER A SAWHORSE OR THE TOP WIRE. HAMMER REBAR INTO THE SAWHORSE LEGS FOR ANCHORING. THE FABRIC SHOL IN THE WEAVE. ATTACH FABRIC TO A ROPE AND A SUPPORT STRUCTURI NG. THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS SUPPORT STRUCTURE WITH ZIP TIES, WIRE, OR STAPLES. 7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED EN A TF CONTROL MATTING STAPLES. BEANCHORED EN A TRENCH OR PINNED WITH 84NCH EROSION 8. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS TF UUS PIECE ACROSS THE STRUCTRUES. rfl MAINTENANCE Z O 3 ~ INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. FTER EACH RAINFALL. MAKE ANY RECd11RED REPAIRS ~ N 2 IMMEDIATELY. ~ SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, INLET ZONE BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC f 35% OF SURFACE ©ECOMPOSE, OR BECOME INEFFECTIVE, REPUIGE IT PROMPTLY. E IT PROMPTLY. Q IU HALF FULL TO PROV3DE ADE4UATE STORAGE VOLUME FOR THE AREA ~ REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROV31 NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE i BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING ~ CLEANOUT. SEDIMENT DEPTH SHOULD NEVER fXCEEO HALF THE DEB}( :GEED HALF THE DES}GNED STORAGE DEPTH. ~ SEEN PROPERLY STABILfZED, REMOVE ALL BAFFLE MATERIALS q ~ FIRST CHAMBER ~ AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STAE AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND 251b OF SURFACE AREA AREA TO GRADE, AND STABILIZE IT. Q OF L] NOTE: THE DESIGN LfFE OF THE FA$RtC iS 6-T2 MONTHS, BUT MAY NEED T THS, BUT MAY NEED TO BE REPU+CEO MORE OFTEN IF DAMAGED OR CLOGGED. SECOND CHAMBER 25x OF SURFACE AREA OUTLET ZONE a~ 15% OF SURFACE ARE a ~'P~ OS~ FH i0 FENCE AND FABRIC PERSPECTIVE VIEW ~~R $URIED IN TRENCN TOP flF $AFFLE SHOULD $E S" BELOW THE TOP OF THE BERM E S'x6' T3 $ACKFiLI S'x6' TRENCH, ~ $ACKFiLLE17 AND ~ COMPAC COMPACTED ~ 'HOG WIRE ATTACHED 1 1 TO POSTS WITH LENGTHS ~ HORIZONTAL METAL POST WIRED SECURELY TO VERTICAL METAL POST T~tV(/( t~tV~ NAIL 2ELY TO VERTICAL CUT S" SLITS IN THE FENCE POSTS FABRIC WITH A KIIFE ALONG ~ p TH£ BOTTOM WIRE IN EVERY ~~F~E ~~5~f'V_LJ~~IVIY OTHER SQUARE OF THE HOG 1MRE VERTICALLY AND kORIZONTALLY G~ ~A~ INST>a~l~rl~ a~ W W J ~I.. ,;p '1111! ! N Ilr,>I °~y. CAR ~~y, W W 0 +e ~~S ee J ~s a 129 8 ?~'R a~ ~ ey9 ev a 4 CAD FILE: I,4t,~~~d1i,~IIA, ®`1 MODELSPACE F Wd PoW 10- q T 6A 8 z a i ~ DRAWN 8Y: ~ BacK of cuR6 Jd Hoop ~ ~ - m fAAJ! i ORATE _p._-......._ ~"0 SEE S7D.N0. N0,03 - NOTES: MORTAR JOINTS i~2" TO t"g" Tt41CK. OU O~ EXPANSION JOINTS ON Cm a~ ~Q <"'I 43" NOTE, USE TYPE '~E" "F" AND "`G" GRATE 1 F"Q DAG X -TOP EL'e' US£ CLASS "8" CONCRETE THROUGHOUT. I"I } w .H _ _ ~I4"'~ ~@ j~p I ' UNLESS OTHERWFSE NOTED, N P~, ~~4-~ P Ha~~ Cf-{ECKED BY; HH ' 1'•0' EVATIOn USE FORM9 FOR CONSTBDCTION OF THE BOTTOM SLAB. ~ ' ' 7 TA CU. YOS, OF BRICK MASONRY. Q FQ..~ rH• Q , (n O ~ ~ DEDUCT fOR PIPE(S) FROM 0 L - a"r ~ ~ ' V DE ALL CATCH BASIH9 OVER 3' S" Ix DEPTH WITH STEPS t2" N ~ ~ U H ~ ~ ~ 6 6 STD; 840.03 FRAME, i_I 54, PRO I r` ~ ~ Y ! I Y ? ICH COMPLY W[TH STD. DRAWING 840.88, u" ~ ~ w Z ~O N4 BRAS "V"' _ . , ' «y _ ,GRATE B, HOOD.----- ~ QT"I ,,,I J I . ON CENTER. USE STEPS ~ GRATES UxLE55 OTHERWISE TNDLCATEO. G7 0 Uj I P.I D 9 EQUAL SPACES i L2 11`` ; ' _ : „ ~ «'r. H -I D wq I~ 1 ~ ~ wd ~ ~ Z _.1 ~1. ~ L:~ I ~ __.~~j}' _..-__7- USE TYPE " E , f ANA G T iS ]7 -i r, : . - - - - ~ I 3.,..-.-• USE BRICK OR CONCRETE BLOCK WHICH COMPETES WITH THE REOUIREMER.S W Q Q Iy" ~ 2 ~ A D m 3 a+, a~ ~ aN~a 1 ' a ~ _ ~ z%~ n_ ) au~a~ REVISED: OF 9ECTtON B40 OF T!~ STA1lDAAQ SPEC[FFCATSONS. " I I" 1.:, ~ ( )..U~OU' ~ 2~ I ) is .Ei 1: 7:ti ~ m , ~ , /y ~ r r`-' ~ ~ NF ACED CONCRETE PIPE IS SET IN BOTTOM SLA9 OF 80X, kbD TO SLAB I _ I. ~I,, - ' ' V I; : IF AET 0 Q F^ w 2 ~ O a I . # 1,;' f' I ' S Z F ~ F- Z ~ Z ~ ~ a -R I _ , ~ ~ ~ ua 01/30/07 PWC RE1~EW ~ ~ ~ " TA ~ a a , OB/07 ~G/ TSB 'TF D B = A6 5NOM4J ON STD, N0. 840.00. F-- ~ 2 W Z w'G F- "11 '-i-----.~-~- I 1 T I ~ ! 11:Ii I. ~ ' _ )r a~ FOR B'•D` IN HEIGHT OR LESS, USE 0 WALL.. OVEP. 8 •0 IN H£IGNT, OSE lL -I O H • ~ (J7 U O ~y MIN - otGrv, N F- C) ' ^ , . ~ L. SECTION ~ LL SECTION MM- p ~ ~ d 0607/ 3~NC L0 a to ~ n ~ cc ~ ~ " "C1 'R r"" ` 12" WALL 7D 8'•0' FAON TDP Of WALL AND 8 WALL fOR THE REMAINING ~Q~Q C7s~Z I i ro ~ W i - 6 •0"' 2 w ~ ~'{I ' ..i i 7ITE$ TO 8E ADJUS?ED ACCORDINGLY I„; ~ ~ D ' ' O s3~ 0 s, D". ouAN z D R I~ ? a fl ? i; PLAN c-IG3~t"'' ~-''~I MIN _.1._ r D-t - a d Dq ~ ~ A ; A ALIGN FRAME WITH INSIDE ~~"~"M: ~HH ~ EDGE OF WALL TO ALLOW _ ~ " . 10 p"Q ~ 2 ~ J-=- CONSTAUC? WITH PIPE CAOWIdS MA GHING ~ • ~ p ~ HH ~H-! ~ a N a ri J CURB AND GUTTER WITH LATCH BASIN ON STEEP GRADES ~ ~ . D D ± x- ~.,'....I CHAMFER ALL E%PO5EQ CORNERS t": * Q O E ' ' ~ ~i` waC1 Z IC II ~ FGR VERTICAL AD,3USTMENT- ~wl.~ f0 rl ~ rr' i 6 ' ' _ j WALL secriDN-~ x : ~N PLAN I? w d '.I X DRAWING NOT TO SCALE, r: ~ z ~ m.o ! a ~ 70P ELEVATION B:~ EXPANSION JOItdT - - ~ ~ I ~ . 4 f ~ II ~ o SECTION... X,- X. Z ' `a '4 `i USE ON FLAT GRADES i2~ AND UNDEA j I ' -Tr>P ELEVAttON : „ ; I ~ I _ ~ .I SECTION 8B t ~ ~ I ~G~i • { 1 ! - - z-- I ~ _ 9 LINE m. - 5£GTION PP SEG7ION_.._._NN.,,. ( 1~1 y~~ j , - TOP ELEVAYIGx DEPRESSED GUTTER LINE _ ~ FRAME GRATE AND, H000 STEPS STD. H0. S40. SS - j „ EXPANSION JOINT PLAN - ~ . - ` ~ I SEE 5TD.N0, 84G, 03 - 1'-0° STEPS STD. N0. 840.68 ~ ~ RI~ FRAME,GRATE, & HDOD ASS'Y iv ~ ' ~ Vii, ~ Vj ~ r ~ Z j ,-T-+ B.,~ ~ -..~y.~~.~. PLAN OF TOP SLAB SECTION-S-S 'MIN. Mtn.. _ m ELEVATION ' TDP ELEVATION , = - ~ 2 N . A " " z I w" i ? L~'-i C7 NORMAC CURB AND GUTTER ON LIGHT GRADES ~ Hr'1 18" 2` 0 ~ I a7 Z' 8 ~ B„ E C7 Z ~ ~ --TOP ELEVATION NORMAL GUTTER LINE : L , ' • .__,._E,_L. c ~ Z W z~ mm I,~......_ g,~ I ~ t ~ I~ x ER LINE Q H Z ~ ~ ~ I_ I~ ~^-r ~ u~~ ~ ~ t i--^~. ? w ~ ~ ~ ~ 1~ ~ ~ ~ i 8,.,~-.-, f-s' ' ' 0. N ~ -M ::W° BARS B,: EXPANSION JOINT_..._ • T ~ o - ' o a+ J. r`t z ~ ~ ~ _ ' w _ N~"~ ' a r; i*. lr,.,.. 8 MIN. ~ ~ m d ~ USE ON GRkOES OVERt2~ - t -T . r ,.a MIN, _ I -1 D N4 BAR$ `V:~, ' ' N SECTION Y Y ¢ _ - , i "o m Z ~ I a d ~ y f~ ~ I K. 8' F.»~ D N"`-t'-...NIN. O Z 2 &3 ~EOUAL ~F'ACES~ 6'. S- I MIN,' ~ I Imo--- o , ~ ` ~ n f .-I ; ! M„ I ; ~ . _ I 7 DEPRESSED GUTTER LINE ' D 6 { ~ v N q '~i~ frr r iQ° a+ax S' U" INE ~ ~ Z '-a ~ C , RISER HF- ri MCN: ~ - r ~ ' ~ F- ~ ~ E .1-- EXPANSION JOINT C D UAAIFS_~._, ` t t ..i ;.r.... L., 8,. ~ :.r..j ? Q ~ OJi ~ C7 , 1 -0.: ~ Q~ D y a SECTION AA Ep I ~I rnq I t_.... I d W C1 .a _ . 1 ~ , ~ ~ Z Q CA ~ - _ Ul CQ 1. ~ TjT:7 9 _ MINA ~--..._._.L Z ~ ~ A "j' ~ N4 BAAS.~U-- 1''2" N f- 2J I 1~-. TION J'J s uSEO I_~i = b r S~C""""°""'"""" ~ '0 W D _ NORMAL CURB AND GUTTER ON STEEP GRADES ' = M N ~ w U'~ FRAME PLAN SECTION JJ I Vj " a 1'~ ~ MEN. WHERE 30'~ TO 38 PIPE I ~ ?d-M. N v = w y, SECTION_R R_. ~ W ~ SECTION PIPE IS USED N HH E « WHERE 42 0 5 = ~ N ~ M ( G7 r S Z I Wes, W tij 0~ ~ m = ~ -3 D/g _ s~fi' "i t~„„,, IT,O "~j-~ ~ 0t` TI1 ~ ~ WHERE 3O° TD 38" PFPE IS USED - - .~r ~ _ MINIMUM DIMENSIONS AVID M;A?iT1TLES }ON BP.iCX CP.TGH B4S21:1 BASEG DN MIN. ?tEIGHt, H, WITH NO AISEA} - 7 - -"i'~i .GU. YDS, C09C. N BOX: BRICK MASONRY pEOL'CTIONS z ` W tir. 71 tY DEDLC~IONS % " ~ ~ - 8 3 R ' rC ~ Z ~ ~C7 ~ 1 [+"I m _ Fri ~ RISER M, ; r E-~-,-:-~ ~ ~ DIMENSIONS OF $OX 4ND PIPE J70PNSLAB BARS U BA '0'A VARIES ~ ' '11 _ : ; J-" ~ IME SI@JS ft5 l BARS W i0P BGT10x TOTAL eel ~~II ,M R o, r r: r PIP....._.. ~ ~ I } : E SPAN WFDTN WIQTH ; SPAN MIN, HEIGHT ~ 3 6i,~,K u ~ - - - a ONE ~ IPE I t!J ~ 0 ~ I ~ r--i~ _ - - - - a I ~ . I ~ ~ ~ b.. I !=i J 1 ~ ' r ~ p Z ~ - ~ H ~ E F NO £1iGTR: ?JD: ~LEN3TN NQ. ENGTh BS SLAB 3~ AB CONC, I C... - : J I ~ 70 D A -,._B_..., . 1.764:0.020 { 0.042 i _ _ ~ O ' - -8..._...,.. ~ ~ ~ L,.. ~ ~r-..; W 12 g.g- - ~ 0.261...0.261 ~-0.883 _ G 04 t.~i, • T- 1 A I .L_ ~ ~ ; - _ , I 3 -0 _ 0.28? ~4 : G 020 G.042 . i Z i ~7 i < f ! ~ `t"---- ~ fin` [u Ll,. k ~ as o D3t G o47 i ~ . ~ ~ T~ g~ 2` p`" ~gFl~'.' '4 t E p r 3F _ 6.2Bi •_0.963 1.2aa'0.03t 71 - , L......_. I I...._. ~ ; ~ 1 m ! 15' 3 •0' 2 2 -0.261 t.fla3 1.324 . 0 Oa4y GAS5: ~ ......-I_ ; I ._i : tt' 'I t8" 3'•0' 2 2" . i 3,'3„ 0. Bs D.28t ' 1.20a ~ t.485 10.078 G.721 rr ; _ {t' Y , ?a . G.Oa4~ G.065 : I 1 ~„g„~' ..g..< H" ~ M ~ r rc t ~ Y- t......... r m; ; ; ~ ~ W ~ 1 E 24" 3 D 2 ~2 3 '9 ~ . y I_. ir- B" r-. 4 + ~ _ a i `i 4.3 1 qr q q 4 g 3 a 7 3 4'-1 45 O 41 0 374 G.S21 1 1.800 _2.2ir 0 122 C 36A 35 ~ G.078 6.721 ; ~ ~ $ ~'4 ~ 4~ l T O e J ~ ~ ti ~ G,722 ~ C.36a 1 ~ ~ ~ _ ' t~~r i _ i 0 • ~ ~ ~...,.___l L; - ' - - 4' 9 "L.B.'- a -4~ ~ 4 2'-C a 4 ~1' 3 '..4'.t 44._.. D 187:0 4i5 0.602 ' L91a 2.576 0 t76: 4.261 i i-^-•+ = I 36 3 D 2',2 3 :4G'; ~ ~ i 2.6 0 G.240 ~ 4.37t iB : G.t7s :4.261; SECTION KK r~ ~ _ _ I aB c 2aa 4 377 2' i t l~ . 4~8,~ I _ t~O w ' - 4 ' -9 3 3 -3 3 3'-3 30 0 35 0 373 0.608 ~ 2 152 6 .....I ~ ~ - $ .3 - - ' _ _ . _ „ ~ I USED t..... ' t,l-_.`_ t ~ ~ ~ I r 48' i 3.~.. ?:2 5 0' - ; ~ i~~ 0:659 I 2.ai5 2.998 :0 313 0.477_ - R ~ t.... 96 0 373 0 477 ~ 85 G 396 0 595 ~ SHEET 2 OF 2 SHEET/rt~1 OF 2 SECTION - AR ISH~EET 1 4F 2 CY2© T 0. PLPE S ~ 5.9 2 0" 3 6 d 2 6 4 3-3' 3 3'•3 41 O 173 0 A10 0.553 2.806 3.485 ~I G 396 0 595 :0 21 .448 WHERE 42 0 5 I I 54~ . 3'-0' 2'~2` -i_5 ~-3 -_:_2:'....3.6,....._?_._. 9-0 8 -.:...3 3.. 3....._:.3..3 47 i ~ SHEET 1 Of 2 SHEET 2 OF 2 _ • AISEP. HAS .321 CUBIC YARDS OF BRICK xASONAY PER f : c fASONRY PER FOOT N6IGH7 84~ ~ V 1 ~4V s V~ HOOD ELEVATION ~ ~ ~~Q r DETAIL SNOWING METHOD . sHEET 1 QF_z , R CONSTAI#CTIDN PIAN_ PLAN 840.01 840.01 840.01 Az Q o'" 214" a HH~ DETAIL SHOWING TYPES OF GRATES r 2'•11'4" ~ ~ ~w"~ NoTES: NOTE: : i ' ALL MATERIALS SHALL 4.CONGRESE COLLAR USE ACCORDING TO WATER FLOW, ~ ~ GDS, O ! it J d W ~ 4 .CONCRETE COLLAR ONLY CONCRETE COUAR ONLY TO BE INSTALLED TO BE INSTALLED ON CETY OP ON CITY OF FAYETTEVILLE MAINTAINED 1i :Z7 ~ ( i ~ Q d $ NOTES BE APPROVED BY PWC TO BE NSTALLED ON r ~'T'i "I TTn _ I N fAYEttEVELLE MAINT! ~ ~ - - CZ 7. ALLEXCAVATIONS SHALL COMPLY WITH iHETERMSANO 2, WHEN INSTALLED INA FAYETTEVELLE MAINTAMEp STREETS. AND CN VALVES INSTALLED ON STREETS, AND ON EXISTING EXISTING MAINS (INCLUDING TAPPING SLEEVES w'Z " I ~ D ~ _ P. i ~ I W Q ~ CONDITIONS OF THE CONSTRUCTfON STANDARDS fOR STREETS, AND ON c"XI „ rr a rr j i A n f u r f,,, ~ Q p PAVED AREA METER BOX MAINS LOCATED 1N PA np~C~"'I " " --TYPE E TYPE F ' A I li' ' ' : ~ 9~B I Q a ~ 4'•6'TOPSOILRESTOREDTO EXCAVATIONS IN OSHA"SAFE7YANDHEAL7HREGULATfON~ST g+iALLBESET'7f4"ABOVE AREAS. ~ ~ Z D m TYPE G _ `a q I I ~ 1 ' F- _ ~ Z W AS REQUIRED ORlGINALGRADEAND 5EEDE0 OR FOR CONSTRUCTION', CHAPTER XV11 OF TITLE 29 C`R MAINS LOCATED 1N PAVED CONCRETE THRUST BLOCK AND VALVES} LOCATED IN PAVED AREA5. AREAS. CONCRETE GOLi.AR CONCRETE COLLA ~ _ ,I ~ RSHALL hAVEACOMPE7ENT PERSON FINISHED PAVEMENT ~ d r t926. i'HE CONiRACTO _ M , ~ ~ I ~ NF-WC7,~ SODDED AS INDICATED ON ON SITE AT ALL TIMESOURINGF.XCAVAT;ONANDBAOKF7LLING. GRADE AND PAVEMENT 58LOWOFFASSEMB, 5. BLOW OFF ASSEMBLY NOT IN PAVED AREAS IN PAVED AREA5 ~ 2 O _ _~IC r; _ - ~ N BELL ODsB"MIN, Zw'O r-'Ti ~ t I'~T' i k : 1 c7 Q DRAWINGS. FEATHER£DTO TOP OF TO BE REUSED UNLE ~y I I II I n O C9 ~ BELL OD t 24' MA%. APPROVED BY PWC. M I ~ T 2. CONTRACTOR SHALL USE TRENCH 80X SHORING IN ALL OPEN BOX. TD BERE•USEDUNLESS GONC.pROTEGTOR CONC,PROTECTOR Z O APPROVED BY PWC. RING IN NON•TRAFFIC RING IN NDN-TRAFFIC 3 7y AREAS. (SEE NOTE] (SEE NOTE) 0" 2" O ~ y ~ Z II ~ I I ~ 9/9 Z ' ~ CUTS IN PAVED AREAS. TRENCH W1UTH SHALL BE MAINTAINEC ~ E NTI AS ' g"Iq ---.-WATER FLOW SAG WATER FLOW r` L , ; AT THE MINIMUM PRACT;CAL W,bTH 3METER 80X AND VALVE 6. REMDV E RE D i ' , .i ; I_ j : i ~ __t_ f.. ~ ~ 0 BOX SHALL BE IN FROM BELL OF WATEF 6. REMOVE ENTIRE ASSEMBLY 8" 2" (n ~ FROM BELL OF WATER MAIN ,~-I ,A C -j I: W 3.TYPE3TRENCHCONDITIUNSANDAMINIMUMOF4' ACCORDANCEWITHPWC PIPEWHENEXTENDIN (p 1"I I ~ n ? ,r,! a DF COVER MUST BE MAINTAINEO'NHEHE RESTRAINT JOENi DETAILS MAIN PIPE WHEN EXTENDING THE 2" BCHED BO PVC ~ MAIN 90°ELBOW SLIP TYPE C.I. ~ U r © ~ ~ r P'~PE IS SPECIFIED AND 35' OF COVER IN ALL OTHER LOCATIONS z 1 : i I I UNLESS SHOWN OTH£RVlISE OiJ THE aLAH PROFILE VALVE BOX ~ SLIP TYPE C.I. 0 VALVE BOX FLANGE i n UNOISTIJRBED 4. LOOSE SOR OR SELGC7 MATERIAL IS DEFINED CONCRETE COLLAR i SOIL - NCH, I ,r rr I IN PAVED AREAS 15" a T' SOR 2t PVC FLANGE ---'7 ~ - AS "NATIVE" SOIL tXCAVATEC FROM THE THE ~ i 1 Y'2 ~ ~ o FREEOF ROCKS. FOR£(GN MATER;AL, AND CONC. PRCTEGTOR __-j REMAINING TRENCH BACKFILi RING IN NON-TRAFFIC 2" SUP ON CAP 1 BRICK J 0 2'SCHEDBOPVC-- BRICK _ ~ Q G FIP ADAPTOR Ul ~ 1 SEGTIQN B,B z COMPACTEDT095%MAXDENSiTY FROZEN EARTH. AREAS. 1 IN MAR. 12' LIFTS fOR NO~FPAVED ' 4~~~~ it ri is li i ~ ° :1 ~ ~ ~ AREAS. SEE APPLICABLE PAVEMENT 5. BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH COMPACTED SOIL (TYP} _ - ~ n t r1 - PATCH DETAIL FDR PAVED AREAS. WALLS ANDTRENCH BOTTOM. BeDDING MATERIAL WILL NOT BE PAID FOR UNLESS SPECIFCALLY A -[t ~ ~ Lr-- ~ ® ~ SHE PROTECT REPRES"^.NTAT?VE ANp ONLY METER BOX 12' BRASS NIPPLE COMPACTED SOIL (TYP) E VARIABLE SIZE PLUG SLOITED VALVE BOX ~ ~ m > SAG WATER FLO'!Y ~ ~ Q ' BACKFILL LIGHTLY TO 12' FOR THEAUTHDRIZEUQUANTITY. 2"BALLVALVE- gg TAPPED 2" FITS ONTDPOF2°PIPE ~ WATER FLOW Cp ABOVE PIPE IN 6" LIFTS 95.5 6. BEDDING MATERIAL SHALL BE PRL`PERLY RODDED SECTION A-A Z~ MAX DENSITY 99HES10NL~SS SOILS AND COM?ACTED AROUND THE PPE HAUNCHES. e ~ ~ i,.,, = 9pS MAX DENSITY COHESIVE BLS) CONCRETE THRUST F7T5 ON~ ~P OF 2" PIPE BRK;K 7O BE PLACED UNDER PIP BLOCK, PER PWC BRICK TO 8E PLACED UNDER PIPE I DETAIL W.I7 ~2" PVC SOR2F WATER PIPE F°"1 - ~ 7 7-'ST FOH UENSITY OF COMPAGIIDN MA"BE MADE Ai THE - _ ` I E 12' BRASS NIPPLE 72" MJ SLEEVE , UI n Ir TYPE E-, OPTION OF THE ENGINEERANb bEFIgENCIES SHALL AE BRICK T " 7, ~ " t1 "'"'TYPE G ~ _ 'Q - ER MAIN MATERIAL SHALL CORRECTtD BY THE CONTRACTORAT NO ADDITIONAL COST O _-TYPE F TYPE E I Q I Q' ~ ; „ .r; , i1::' i WAT TD THE OWNER. SHE ENGINEER MAY HAVE COMPACTION ~ ~ ~ 8'~~c.-?:r r,r..?•.a,.~;;"'~. ~ SSPECIFIEO AND SHOWN TRACER W:R I fr•_ TRACER WIRE/ ' ~ 0. - - ~ 1 ~ ~ RAISED FLOW ARROW <.-:s•--~~ ~~r...,>.:, BEA +r ~ °":rT'~='+' • ~"h~'•"'"~0~ ~r'V' ON THE DRAWINGS. TCST PERFORMED AFTER THE BACKf4L 15 COMPLETE (n ~ee ~ t R Q OONTRACTOR SHALL BE REQUIRED TO EXCAVAT[ TO 25DR-27 PVG 25DR-27 PVG 2'@ 12'LONG BRASS NIPPLE. ` `---2"@ SCH 80 PVC F.i,R ADAPTER A9 "p . ~ ~ IGF{ CC - VARIOUS ELEVATIONS rOR DENSITY T'cSTING EXCAVATION D Z P n _ ...._E... ~ ~ Q 4" MIN SUITABLE LOUSE 2° 3ALL VALVE ( MAA~NR WHEN REQUIRED PIPE 11~~ 2"@ BRASS NIPPLE (t2"j I BEYOND BRASS NIPPLE 2'@ BRASS BALL VALVE ~ FLOW ARROW ~ + a uJ Q SOIL BEDDING FROMTRENCH BACKFILL AND RcCOMPA„TION SHAit BE PERFORMED AT NO 12" BRASS NIPPLE Z RAISED Q ~ ADp1710NAL COSTS TO THE OWNER SLOTTED , I.. ~ I EXCAVATION (SEE DOTES 485) IF MAKING WET ~ m 1 rt . , ~ ~ CONTINUOUS i2 GA TAP SEE DETAIL VALVE BOX SLOTTED I I 2" SCHED 80 SHALL 8E SCH 60 PVC VALVE BOX PVC 90° ELBOW CONNECTED W/SCH 80 2"0 BRASS NIPPLE (12') D xi ~6 HIGH ~ I ! I ~I 'a 'I ~ Z Q ~ iHHN TRACER WIRE UNDISTURBED W.tSB . g~ Q - I ~ I . - _ _ _ Q ~ (n REQUIRED FOR SOIL ~ I F.I ADAPTER "XZ"TAPPING SADDLE MJ PLUG 2°@ BRASS BALL VALVE O ~ . , _ t n ' ~ :~~•.I II ~ ~ ALLNON-FERROUS PIPE WAT ~R 71 . . I ~ • 4= L ,f- li ~ ~ Z (FROMVALVE BOX TO MAI 2"SORE rr I . ~ 7. - - - - 2°@ BRASS NIPPLE (72"} ARIABLE SIZE WATER MAIN 2"SCHED BO PVC TO BE REMOVED 2"@SCH 8D PVC D A I ; 1 i t L l ~ I j ~ e O VALVE BOx) FIP AOA . ~ j ; ~ ~.J t~~ .--~/Bn l t " c?: j H ~ W rBwssn , FIP ADAPTOR WHEN EXTENDING F.I.P. ADAPTER 2' BRASS NIPPLE MAIN ~ "t` - 1 ~ /8 N 'X2'TAPPING SADDLE , 'X2' TAPPING SADDLE CONCRETE THRUST BLDGK 2' MAINLINE VALVE VARIABLE SIZE MAIN LINE TAPPED 2" l C7 I _ T to ®-tI ! . '1 rl 4 1 rr N; _ ? ~ ~ ~ LC rr' ~ i I 1 Y j R- i n W NO OATS REVISION 2" BLOW OFF r OFF PUBLIC WORKS COMMISSION NO DATE REVISION Y' VALVE INSTALLATION PUBLIC WORKS COMMISSION No DATE REVISION D O %B , ~ ,;~-;..__..1i/ IL p TYPE g '(RENCH PUBLIC WORKS COMMISSION ; ~ ~ . ' i1 1 ' ' - B 11' WATER MAIN BEDDING DETAIL FAYETTEVILLE, N.C. F•H ® 1 ~ p' • 113/4 " fAYETTEVtLLE, N.C. FAY£TTEVILLE, N.C. t :~6 AnD .n NOTE oN cDNC. GDLLAR 1 + ~yr~D,UttINGS dLscH Dao DWG. N0. W, ~ 5 DWG. BY PWC Z 2 "~1~ _ _ ; , 1 DNG. N0. ~t1.19 DWG. BY PWC WATER RESOURCES sHEETNO. - ' N.15 DWG. BY PWC WATERRESOURGES 2 tt106 REVISEDCONFIGURATiON SHEEFNO. DWG NO. W,15A pWG.BY PWC WATER RESOURCES tl1 ' , . ~ ' + I ' - DATE JAN 1, 2007 APPROVEC BY , 1 ~ I.. t QF t ENGINEERING DEPARTMENT t I 1~~~ ' ENGINEERING DEPARTMENT t0F3 DATEAUG7,2006 APPROUrDBYJEG ENGINEERlNGDEPARTMENT V,/ !007 APPROVEC BY dE.G. 2~LOWDFF,DWG 2_VALVEJNSTACLATION -I E OATS JAN, Ot, 2 APPROVED BY J.E . ' , 1--•'--_. I....__-._.,. i >r..:~:~:„::.._':.:~.,.,y a.";.s;- 7'.,.'' FILE NAME: WATER BEDOING.OWG - ~ ~8,r 1~ SECTION A•A_ ~-~~-t .=`~7-= 1 SECTION A•A SHEET 2 OF 2 TYPE F ; ? HEET 2 OF 2 TYPE _ ~ $40.03 840.03 NOTES 7~5It6" ES NOTES. ALVE BOX SHALL BE 3 PART SLIP•TYPE 1, VALVE BOX SHALL BE3PAR NOTES: 1 IANUFACTURED BY ALABAMA PIPE CO. , 2 RINGS dF g3 REINFORCING NAPMAN VALVE CO., COLOMBIAN IRON WORKS 1. CONCRETE PROTECTOR RING SHALL BE MlN. BEARING AREA EACH DlRECAON t.} THRUST BLOCKS SHALL BE INSTALLED MANUFACTURED BY ALABAI $ ARE FEET ON PVC WATERDISTRIBUTION LINES 6" TOP TO BE FLUSH WITH VALVE BOXPROTECiOR NOTES: - A Q Q A pllAPMANVALVE CO., COLC lil OF THRUST IN OU FINISH GRADE AND LEFT RING SHALL 8E PLACED WHERE DQQD`~1 base an soB supporting wlua of 2000 pef 0 200 peig teei pr Ur0) 7HRU 72' DIR. IN THE MANNER SHOWN. EXPOSED VALVE I5 LOCATED IN NON. ^ R D. W000 CO OR APPROV I D. W00o CO OR APPROVED EQUAL DEFORMED BAR A5 SHOWN 7500 P.S.I. PRECAST REINFORCED CONCRETE f 'ACNE BOX SHALL BE 3•P3EGE CLOSE GRAINED 2. VALVE BOX SHA{L BE AT GRADE /J SEE PWC STANDARD ALT. RESTRAINING TRAFFIC AREAS. SEEVALVE i. Alt fi1ATERWL55HALL 8E!NACCORDANCE 2. VALVE BOX SHALL BE 3-P3E1 IPE TEES & 90' 45' ELBOW 22_t~2. DETAIL W.18 FORACCEPTAHLE SOX PROTECTOR RING DETAIL. WITHPWC STANDARDS. N CAST IRON SLIP•TYPE VAI.Y P PAVEMENT ;AST IRON SLIP•TYPE VALVE BOX WITH A MINIMUM A WlPROTEOTOR RING EXTENDING HiCIGNESS Of 3116". A •~+'~:"'rii2:;~ 1l2"ABOVE GRADE SIZE DEADENQS ELBOWS dt CROSSES ELBOWS ALTERNATE RESTRAINING SYSTEMS. 2. RESKIErfT WEDGE, GATE VALVE SHALL BE AS D~c~rO~ THICKNESS Of 3116". 4 8 3 Z 3000 PSI PWRED 1Z' TllRF MANUFACTURED BY MUELLER CORP., 1 5-314" Q O 3. VALVE BOX SI TALL FiAVE RA 6° 'ACNE BOX SI IALL RAVE RASED iETTERS r 3. SEE GATE VALVE AND BOX DETAIL HATER' CAST IN'10 COVER. T 10 5 3 2.) PIPE GREATER THAN 121NCH IN PLACE CONCRETE ~ AMERICAN DARLING, GLOW CORP, OR "WATER' CAST INTO COVER DIAMETER SHALL REQUIRE RESTRAINT COLLAR _ APPROVED EQUAL. 7 12' 15 21 11 B JOINT PIPE FORTNEPROPERLENGTN. _ "•°A;)`:6 :I' ~ I I~ 4. VALVEBCXACCOMMODATE 'ACNE BCX ACCOMMODATES 4°THRU 12' VALVES. ~ 1 WATER S _ 4. VALVE BOX PROTECTOR RINGS A,,, ; .a ~ ( 3. ALL VALVES SHALL HAVE 2' SQUARE SEGTION'A-A" PLAN 5. VALVE BOX SWd.L HAVE 3IE 3.)COMPACTFITTINGS ARE NOT ~ „,~.',II -III-III-II -III-EI. OPERATINGNUT AND SHALL OPEN SALVE BOX SWd.L HAVE 3IB' hOLE DRILLED IN TOP ' SHALL SE lNSTALLEn AROUND VALVE {EG710N THRU WHICHAt14"X1.1!2"GALVANIZED ~•.~..,",.".;"f^~ / J BOXIN UNPAVEDNON•TRAFFIC AREAS. ACCEPTABLE. STANDARD FITTINGS "D'•~ -I - II-III-' COUNTERCLOCKWISE. 5-tI4"DROP LID SECTION THRU WHICHAV~ 'A'.':~.'.~:;IA'~ ~4. r.;,•.': 0.' ~ -III lI BOLT SHALL BE USED TO Sf SHALL BE USED WITH CONCRETE - CONCRETE COLWi ~ ~~~7~•;~-~i FE 4. VALVE BODY, BONNET & GATE SHALL BE 9" TRACER WIRE FOR NON-FEI IOLT SHALL SE USED TO SECURE A t2GA THHN AND SHALL NOT CREATE A HINDERANCE RACER WIRE FOR NON-FERROUS PiFE. A 1f2' TO MOWING OPERATIONS, MASHER SHALL BE USED BETWEEN NUTAND / ELBOW THRUST BLOCKING, _ I-I I I- SHALL BE PLACED ~ 1 i i= i I-t E ~ 5-314' M.J.PLUG I^I~ WHERE VALVE 151NA - - - DUCTLE IRONCONFORMING 7O ASTM A-536. 7.578 WASHER SHALL BE USED GI CaJCRETE 4,) THRUST BLOCKS SHALL BE I- I I=1 [ - ~ I , y TRAFFIC AREA. ~ r-I I ~ , (II•°i 5.114" INSIDE OF 80X. TIGHTEN Ni NSIOE OF 80X. TIGHTEN NANO TIGHT. SHADED PORTION OF ~ RING IS EXPOSED THRUST INSTALLED ON SEWER FORCE I ` 5. VALVE BODY ANA BONNET SHALL BE 7-3Y8" I iII i I R AND EXTERIOR - 6. SCREW TYPE VALVE gOXE: BLOCK MAIN !N THE MANNER SHOWN. I I VALVE BOX COATED ON ALL INTER 0 6 318" 7. G{MENSIONS SHOWN ARE F ~Yp,) =I 1! III _ SEE DETAIL (I ~I t J I I SURFACES WITHA FUSION BONGED EPOXY iCREW TYPE VALVE BOXES ARE NOT ACCEPTABLE. REMAINDER IS BURIED '{MENSIONS SHOWN ARE FOR INFORMATION ONLY EO MI - AND VARY BASEp UPON TH I XING - - 1N ACCORDANCEWiTHAWWAG550-90. ~:~II 5.) IF SAGCRETE IS US =~_I I=I NCDOTCONCRETE ~ I [=I I i 1ND VARY BASEp UPON THE MANUFACTURER. MUST BE ON SITE IiTILiZING A II -I - - BRICK = SEE 3LOWOFF DETAIL FOR MECHANICAL MIXER. -I I I-1 I -III=) I I- 12 GA. THWN TRACER 'I i I-III- i ~ I ~ 6. ALL VALVES 24' AND SMALLER SHALL HAVE iv - ONOFCONSTRUCTiON k ASAFE WORKING PRESSURE OF 250 PSI. DROP L16 PLAN CLARIFICATI I I~ I I~ I I"'"" IRE SHAJ_L 8E CONTINUOUS I I I~ WI I I~III) REQUIRED AT DEAD ENDS UNDISTURBED 6.} NO CONCRETE SHALL BE - THRUST PLACED ON[WLTS. WRAP _ _ BETWEEN VALVESWITHOUT I= 7. SEE VALVE BOX DETAIL FORADDITIONAL N.T.B GROUND BLOCK _ ~L WITHP TIC. -I II- SPLICES AND SHALL BE INFORMATION. ' _ AREA OF JOINT FITTINGS U7S (I; DEAD END cc BEARING III-E I I --I 11~ I INSTALLiD ON ALL NON 1-I -E k 1- HOR120NTALBEND ,b:1:"ai',:.-... 7_) CONCRETE SHALL BF ` METALLIC PIPELINES. =I - B, SEE VALVE BOX PROTECTOR RING DETAIL ~ 9.112" N ~ REINFORCED MIN. CONCRETE ."j='~I~J;:=.';`;.-•, AMINIMUM 3,000 psi. - FOR ADDITIONAL INFORMATION. Bi PROTECTOR Z RING ''''`•`F:I;.-t?~2".~;;y;~. 8~) ALL BEARING SURFACES SHALL BE a - AGAINST UNDISTURBED SOIL AND WATER WATER 9.CONCRE7ECOLLARONIYTOBEiN5TALLEO ~ tt ALV MAIN ALV MNN ONCITYOFFAYETTEVILLEMAINTANEO a ( j . .V 4' Z ~ 510E E%CAVATIONS(TYP~) SHALL BE APPROVED BY PWC PROJ~ STREETS, AND ON VALVES INSTALLED ON 4 - COORDINATOR PRIOR TO PLACEMENT EXISTING MAINS (INCLUDING TAPpMG > of GoNDRETE. =1 I I=1 : 111 1=E I ~ I t=1 =1 i r I (=1 11= ELBOW - - 7- I -I I I~ I ~ I SLEEVES AND VALVES) LOCATED IN PAVED E DF RESTRAINED JOINT DUCTILE I I ~-I ~ ~ I- ~ 1-III-I ~ ~ ~ I I AREAS. 9.)US ( m TOP SECTION iiii~~{i{ EiJ~'~}'?iT VALVE 80X °~`r E RE HIRED kF SOIL µ cr IRON WILL B Q VALVE IN NON•TRAffIC AREA CONDITIONS DO NOT ALLOW THE USE VALVE IN TRAfFICAREA QFTHRUSTBLOCKS ' ~ 10.) ALL YtRTlCAL BENDS SHALL 8E 24" DIAMETER M1N. RESTRAINED USING RESTRAINED JOINT DUCTILE IRON PIPE. 6.1lS" A` GUT AWAYVIEW SECTI ON A A _ CONCRETE 6-t~^ SHALL g£ KEPT 10-tta" BDTTOM SECTION N.T.S. ALi BEARING CLEAR OF PIPE 9.112" SURFACES JOINTS(TYP.} BOTTOM SHALL BE AGAINST TOP SECTION NO DATE uNOlsruRBE CROSS No DATE REV1SIa`J PUBLIC WORKS COMMiSS10N r~E GROUNO(Trn.} PUBLIC WORKS COMMISSION VALVE BOX FAYETTEVILLE, N.C, ND DATE RENSION PUBLIC WORKS COMMISSION NO DATE REySION I KS COMMIS510N N9 DATE REw5tQN GATE VALVE PUBL C WOR FAYETTEVILLE, N.C. VALVE BOX PROTECTOR RING EAyE7TEyLi.E, N.C. CONCRETE THRUST BLOCK DETAIL FAYETTEVILLE, N.C, t JAN OS REVISEDTABLF.,NOTEt 1 6fOfi ADDED NOTE k9 r= owc. No. Wg DWG. BY Pwc WATER RESOURCES s1EET~NO. ENGINEERING DEPARTMENT DWG, N0. DWG BY PWC WA R RESOtRCES SHEET N0. DWG' N0, w,7 DWG. BY P'MC WATER RESOURCES DWG, N0. W,17 DWG 8Y PWC TER RESOURCES 2 SEPfi05 REVISED TABLE SHEET N0. W'~ ~ i OF 3 Dpi JAN. Ot, 2 APPROVEQ BY aE ENGINEERING DEPARTMENT DATE JAN. Ot, 200 APPROVED BY J. FIlE NAME: CQNC PROTECTOR RING.pWG SHEET N0, WA t OF t ENGINEERING DEPARTMENT t ~ t ENGINEERING DEPARTMENT 3 FEB 07 AODEDNO7E59&10 GATE AllG i, APPROVED BY JEG JULY Ot, 2007 APPR94ID BY J.E file name: VAL file name: VALVEBOX.DNG FILE NAME: THRU5TBLOCK.DWG DFlLE NAME: GATEVALVE.OWG 50' RJW 2' 1' N®~/ 30' PVM'T - LL 4 15' 15' 1/4":1' ~:n Z I; Q~ , r \ope ~ 1S/ 1 2' 13 13 2 1 .~5 ~rr/~~ ~i`~1lillltfffff, VJ y\ 0 2• / CARp~'o, r.. , 114 .1 1!4.1 ..r.- 114 .1 i, \ 1/4 .1 \ \ \ \ \ 2'1 EXTRUDEp ASPHALT ~ / S/ / / / W W ~ / / / / O tt{{jj~~~jr©~ o~ / / / / / ,oe eURS s~cT~oN tt. j 1LE. i~l ..1 wrr+„nrn ?Pn!_I AiT i ~ont2 ~t f~ 1'~r e~"~f~°rN. wl~, r S Pmiact.dea UI CSII IK,u?Iur_u SECTION mor-nLI e covv 'J PAPER§PkE wt 1 PAVEMENT TREATMENT: Cuf~Ll + V 2" SF9.5A WI 9" STBC BASE TYPICAL SECTION FOR 0 %,syq °.G.... SHEET 7 BEY kl• P°°`. E (ASPHALT RAISED CURB) IIWO ° Of 8 NTS ' DRAWN 8Y: NOTES 1. MORTAR SLIDE SHALL 6E U 3(p" SEAL AROUNC SPR!NGLlNE CF P!PE FOR LESS T!UN 1 F001 5E'~ _ PIPE SIZE MANHOLE SIZE MIN, WALL THICKNES MiN, RESF. STEEL MIN. BASE THICKNES 2312' 1' NOTES: - a FETWEEN INVERT OUT 8 IN . MORTAR SLIDE SHALL SE USED NOTES FDR lES5 TtUN 1 F001 SEPARATION L MANHOLE MEETS ALL REQ. 5. DRCP STRUCTURE SHALL BE DA~j BETWEEN INVERT OUT8INVERT OF OF ASTM C478. PLACED WHERE PIPE VERTICAL 1 A - . N 6 1, PRECATAEBFBAfFD LtllOiElE PIPE NON SHRINK GHOUTSUDE W{TH INCOMING PIPE. . ! P D!N It YAIAIUFS SW. N FCa~IDNNE _ i. MANHCII£ FRAME AND COVER SHALL BE MADE OF GRAY I! S.S. 1.2 PIPE LACE 2. ?IPE SLIDE REQ'D WHERE V INCOMING PIPE, COLLAR SEPARATION BETWEEN INVERTS ~+L~ I! ?IPE SLIDE REQ'D WHERE VERTICAL TYPICAL ~ ~ 2. CONCRETE IS MINIMUM 4000 PSI EXC£EQS 2.50' lil~ I EG!\ E© BY; ASTM A•1860.15 .11N 8' MIN ASill C47B CAST IRON CONFORMING TO ASTM SPEC, A48.83 CL 30135 ALIGN STEPS CONCRETE JUMBO BRICK MAYBE gEPARATK)N BETWEEN FIP _ - - RESPEOTIVELY, MANUFACTURED BY SAME MANUFACTUflEfl, OVER INVERT USED 70 BUILC UP INVERT i0 15 GREATER THAN t'ANQ I: MANHOLE DIAMETER SIZES MAY"BE ADJUSTED ON THE PLANS TO 2 YOL &lE iE _ REDUCE MORTAR DUAN71TiE5 pq _ _ 4" ALL CASTINGS SHALL CONFORM TO THE SHAPE AND OUT DR EQUAL TC 2.5. SEPARATION BETWEEN PIPE INVERTS ~ COMPRESSIVE S?RENGTH. 0 EQ AER T 25k t' AND LESS THAN ~I ~ 3. MATERIAL US£O TO SERI AROUf~ B MANHOLE BASE SECNfON ~AEL L~ LJ n REFLECT SPECIAL CIRCUMSTANCES. REDUCING SLABS ARE NOT SOLFNGBI SWL BE 4008 _ DIMENSIONS SHOWN. THEY SHALL BE CLEAN AND Su DE SHALL BE 3, INTERIOR DROPS7RUCTUF ACCEPTABLEONMANHOLESLESSTHANOREOUAL706'DIAMETER, PWC RING AND J.YNIIC1E5t03AT61TNANiYOEPiN ° iv .NSFALLED ON 7DP WHERE VERTICA! SF.PARA'. COVER. E SNA(L HAVE MN, B• DIRNOES BASE - FRAME A48.83,CL 30 I' PERFECT., W{7HOUT BLOW OR SAND HOLES OR Z OF SHELF BETWEEN INVERl6 EXCEE{ INTERIOR DROOP STRUCTURE REQUIRED PIPE SHALL BE NON-SHRINK GROUT. DTHER MATERIALS, INSTALLATION nl,n WHERE VERTICAi SEPARATION ~ 4. MANHOLE SHALL BE CONSTRUCTED AND WORKMANSHIP SHALL BE BETWBEN INVERTS EXCEEDS25D'. W E7NL (2 TYPES 4 ~F ~p ,~j S~1ANT m DEFECTS OF ANY KIND; TENDING TOIMPAIR THEBT V2 PIPE ~ _ SEE INTERIORDRCP STRU( CAST IRON FRAME OF RING AND SL,{D, ~ N A M'f A53Y pg8 _ - ~ STRENGTH. NO PLUGG3NG OR STOPPING OF ~ ~ •4i a. VERIFY SLIDE iNSTAtLATIO SEE INTERIOR DRCP STRUCTURE DETAIL i 2 Of PRECAST CONCRETE~FISERGLASS INACCDROANCE WITH THE PWC Z MANHOLE IS NOT ACCEPTABLE. STANDARD MtANHOLE DETAILS. REVISED: VERIFY SLIDEiNSTALLATIQN < ,;SOP WITH PROJECT COORDINATOR B S B 7. IN ORDER TO PROVIDEAWATERTIGNi Ql/~o/~] R~~ 8 COVER SEE DETAIL COVER APPYD) ~ 6,IL9QT JONES SNAIi Bi N - - DEFECTIVE HOLES WILL BE PERMDTED. SHELF °m o WITH PRCJECT COORDINA: PRIOR TO CONSTRl1CTIfNv. Aaaaawa w/u» o-4a - PRIOR FOCONSTRtICTIfNv. NEWSANI ~ CONNECTION AT EXIST. PIPE ENTRANCES MANHOLE AND CONNECTIONS SHALL BE TO DOGHOUSE MANHOLE CONTRACTOR O3JOB/O]. PWC REUIEW 5 E1E10EAE }P011 iAEEFA BDDT 9011ffC1tt6 Z. CASTINGS SHALL BE UNPAINTED AND SHALL HAVE FLOW CHANNEL SAN. SEWER 5, MANHOLE AND CONNECnO C. GRA IN ACCORDANCE WITH PW( EE ...:-~.-.:.-:.:•:r FLEXIBLE BUTYL RESIN SEALANT IN 2 M~X 91N1 ~ N A0.'i710NNf M/ ASTM GY23, „ - • THE LETTERS'PWGFAY•NC"AND "SANITARY SEWER" ~ MA{N MANHOLE DETAI.. t ) NSTWEA BY YAMIFACBIAFR w AN- IN ACCORDANCE WITH PWC STANDARD ;;Ti M ~ x 1~ SHALL DRILL PILOT HOLE ABOVE PIPE O6/Q]IW PWC~tOTS MANHOLE DETAI:. p ':y THRU SEAL AROUND PIPE FROM INSIDE ~ ~ ~ GRADE ~ OR RUBBER GASKET JOIN. ~ ~ 1 ~ ~ CAST INTO COVER. LETTERS SHALL BE RAISED AND HEIGHT OF OUTLET ° ~ RING j~_(~ , Cf!tlEC11C11 j8 Y~( 2 7f8" CLEARLYV3SIBlE. PIPE. 6. BRIa usFD FOR INVERT AI GONSTRUCTICN SHALLBE i. BRIa USBD FQR irvvERT AND SHELF C~ OF MANHOLE AND INJECT POLYURETHANE GONSTRUCTICN SHALL BE NCDOT GROUT WITH CAULKING GUN 30 DAYS MIN. STANDARD CONCRETE JUMBDBRICK. m r ~ 60 DAYS MAX, AFTER MN IS BACKFILLED. '''S SEAL INSIDE AND SW. BE 6Y CU4NACIDR MTN SIANLESS 3. MANHOLE RING ANDCOVER SHALL WITHSTAND H-20 , , ~e, , STANDARD CONCRETE JUN SIEELPFEtTAIN. VEHICULAR TRAFFIC. ROCKING COVERSSnALt a060RP1ONLESSSfNAND?I 24' OUTSIDE DF JOINT e ° V JOINT WfM FAST SET ECCENTRIC B. fgNECD0115 TO EYSING COVER BACK COVER SECTION FRAME?LAN NO7 BE ACCEPTABLE. MEETINGASTM C55 GRADS $-II EXCEPT a I-7t- E SHELF DETAIL ABSORPt%ON LESS THAN t6 LBSiCU.FT. ~ 2 L 8. MANHOLES GREATER THAN 72' 1N ~PTH W SEALER MORTAR SMOOTH EDUCER YAMIOtES SIYl B: BY 071MG VAN- 7. MANHOLES GREATER THAT, I zD FINISH ,yip jpp NSTNllM ARE%. 4. MINIMUM AVERAGE WEfOHT: PLUS OR MINUS 5°! PIPE SLIDE DETAIL BHfu.I NAVEMIN. B"EXTEN' MANHOLES GREATER THAN'.2'IN DEPTH ~ RING AND COVER AND STEPS L~ SHALL HAV£MIN. 6"EXTENDED BASE. SHALL NAVEMIN. 5" EXTENDED BASE ALIGN OVER INVERT OUT SEE NOTE 7 9. SEE STANDARD MANHGLE DETAIL FOR TILE MINIMUM ELEVATION DIFFERENQE ADDITIONAL REQNREMENTS. Cad ~ W~ LIFT HOLESTHA7EXTEND ~ 125 ~ 12"MIN, RING 175LBS.,COVER135LB5, UNIT31GLBS. NTS e.TnEMINIMUMELEVATIONC iN Oa BETWEEN THE CENTERtiNI V W THRU THE WALL SHALLBE VARIES BEGIN SHELF TRANS:TICN 0.ND THE CENTERLINE INVF 1!2" (1„MIN 5. PERFORATED COVERS WILL NOT BE ALLOWED. W~ SEALED WITH NON•SHRINK YCf1TAR STALL ~ fJBIX SETiNIC, ^'I f " AT 314 yEIGHT OF QUTiET ALI 5~p$ BE I1.D5 ai, UNLESS OTHER BETWEEN THE CENTERLINEINVERT IN SECTION A-A ~ Q 0.ND THE CENTERLINE INVERT OUT SHALL W GROUT. LIFT HOLES THAT ~ q(~j ygm N ) ALIGN STEPS PIPE 1:17 MIN. OV~ INVERT BY PWC _ HAVE PVC CAPS THAT DD OIXUf g, SEE STANDARD MANHOLE I JOINT SEALER +1~CRDMiLF!M4!MAIiIF'ACiINFA'S OVER INVERT NOT EXTEND THRU THE WALL 2` MIN. C'JT CONCRETE SHELF PLACED ADDITIONAL REOUIREMENI 8Y PWC T UNLESS OTHERWISE ppPROVED 4B' MIN. ~ ~ ~ i. SEE STANDARD MANHOLE DETAIL FOR Ok R~T£ ~4ERT ,[t d I ADDtTIONAi RECUIREMFNTS. A P CC IN Fl LU NEW ~ ~ SHALL NOTREQNREGRWT . ,N FIELD SOLID CONCRETE SHELF p p SEALANT. 8 YFI#blE STEPS SIU41 ~ N BED OF CLEAN FRESH 0° MIN. THICKNESS 3000 pSl CLASS'A" SEAL AROUND ~ORI~pJNE OF PE. SANIFARr C7 CONCRETE COLLAR NOT SEE SHELF DETAIL FOR SEY~g~ h U ep ANTE MIN ASAL G78 AMD DS0 3- ° IR TO BUito UPlifNAE~B 705E I 1 Z M N FA ggq~4)pN$,uN01 W p1T, MORTAR (TYP) CONCRETE COLLAR 61 A COVER ?IPE REDUCE MCRTAR QUANTITIES. i pp ({J~ CC7~~ SEAL LIFT ~T 314' ENTRAINMENT ALL AROUND FRAME. ~ a8' MIN. INSTALLED POLY PROPYLENE LE5 9. PRffOPogD YA1N0.E NVH4IS A~ SHOWN FOR CLARITY SHELF CONSTRUCTION ABOVE z ~ SPRINGLINE. f NON-SHRINK Z O^ FLEXIBLE RUBBEk BOOT ti GROUT SEE SHELF DETAIL COATED STEP AVER INVERT NOTE: CONCRETE COLLAR ONLY TO BE SPRINGLINE OF PIPE 'ry SEE CHART NDj 1~CffTABIE (AA j$$ S1EOf1CNLY ~ SEAL AROUND - WT SEE STEP DETAIL CONCRETE COLLAR-pAVEDAREAS INSTALLED ON CITYgFFAVETtEV4tE PIPE SEAL AROUND - FASTENED W! T304 STAINLESS ° ."I PIPE STEEL KORBAND TO MH SEAL ANNULUS OVER AND AROUND PIPE AT ~ REINFORCING TO MEET SEE NOTE 5 A?PRO~B ~ ~ N MWING SAAND- PICK SLOT DETAIL ON EXISTING MANHOLES CONC. BRICK ANO MORTAi' NC WATER N NNRi R YANNpE MAINTAINED STREETS, AND ON BOTTOM OF BOOT SHALL . d: ?f FOR FLEX. BOOT INVERT PLAr7ED IN fS NDT ACfFPT/8E 25" DOGHOUSE MANHOLES LOCATED IN BESET 1' ASQ`!E SHELF g ~ CONNECTOR 3! IGHT ~ KRN;FL DpOpS WE PAVED AREAS. MORTAR p~ 7Tp~_T PIPE. T-8W $TAINt£SS STEEL DOGHOUSE WITH tbD MAX, ASTMA-1850.12 SQ. IN. ~ ~ PIPE CLAMP CONCRETE OR SOLID Z ~ 6"MIN FORMED, „'~y BRICK AND MORTAR ~ ~ UNFORMED EXTEND P' j~ SEEELF DETAIL NRAW PW65 HO WiFLDW PIPES 233!4' SLIDE SS. (I C C m JOIN75EALER A1ALL pEgp7E THE fglBMNR I I P 22" 4 EA 314" DtA X 3' STAINLESS STEEL BOLTS SHELF ' ~ NEW SANITARY SEWER CONCRETE COLLAR o to ¢ ~TO UNDISTURBED SOIL ~ ~ r ' • AND UP TO SPRENG LINE zI F G SEAL AROUND M l7EATFR TLU4 25' SEE OA!D SfiAIC- ~ Y T 4 k' WITH WEDGE ANCHORS. ~ ~ ""'""""'~~~A~j AB01~ a IPE 1lFF8E1AR,{~L5'pAkN iff8bl p~ 3:ipORTLANOC£MENTGROUT. FRAME < ~ IISANITA , yi,;. pF PIPE A~'t? MANHOLE BASE SECTION ~~9 r.y 'I'~ SANITA x SHALL BE SUPPORTED ON 1. W 0 .e • ~ MONOLfTHIC POUR OF CONCRETE 1 , . EXIST. SANTARY - ! INVERT ANO BASE PLACER IN EESHELF 6 110 25 SF£!'WE SA)E OET1A. 9 :;;g--;! OVERLAP MH 2" BELOW FRAME ~ SAN. SEw'ER SEWER SEE CHART ~ NOTE J DETAIL G tE551NAY i' SE£ Slt£ OETA2 O ~ m WITH MORTAR. MORTAR SHALL m MAIN fs II S£VJ£R BW., 4"x8"x16"SOLID CONCRETE 1 ~ * f: D 4~~A BLOCKS STACKED2HIGH io ~ 180° APART. SEWER OUT FIELD TO SPRINGLINE DF PIPE. ' I _6" MIN. COMPACTETI 11. YAN4pE YNB AW CAfR AND p BEGIN 1° BELOW TOP OF COVER d m _ NO 57 STONE a FLEl68LE EPDM OftOP SIAl1Ci0RE $NASL ~ W Afm00- _ SLOPE TOP OF CONC. ' ' REMOVE EXISTING TOP OF Y 6"MIN. COMPACTED 6x6-W8xW8 WWM ` _ N057 STONE SLOPE TOP OF CONC. PIPE ABOVESPRlNGLINEAfFER BASEONLV = LI """"II~~II ( ~ _ RUBBER NICE W 5TAIOAROS SEE APPBC- io , 22.118" BEO OF CLEAN FRESH ~.'!e ; : • SHELF 1',72 MIN12:12 BOOT A(tE sEWE~ G ~~i ty MORTAR (TYP) f2 NVERT AI PLWS N TO YN 0. y MAX. TOwARO TROUGH. -SHELF P72 MIN12:12 ACCEPTANCE OF MANHOLE BASE BY SEAL ANNULUS OVER AND MAX. TOIM1'ARD TROUGH. PWC. CONTRACTOR SHALL SAW CUT 6"MIN COMPACTED AROUND PIP£AT DOGHOUSE NO 57 STONE WITH CONCRETE OR SOLID SANITARY COMRACTOR SHALL MORTAR BETWEEN UNDISTURBED 23'314" FLOWO:-iANNEL SHAPE FLOW CHANNEL SHAp£ SEWER (OUT) ~ FRAMEBMANHOLE. SURFACE SHALL T03l4 HEIGHT OF CUTLET INVERT SHALL ENTER T0314 HEIGHT D~-OilFLET SEAL ANNULUS AROUND SUBGRAOE MANHOLE I'MIN. ABOVE PIPE. SHAPE AND REMOVE EXISTING PIPE CROWN UNDISTURBED BRICK AND MORTAR =OilFLET FD FORM OPEN INVERT TROUGH. A"xB"x16"90LIQ CONCRETE SUB GRADE I iJ PIPEAT ENTRANCE Y>1TH 31" BE SMOOTH AND FREE OF ROUGH PIPE. SHELF TYP SHELF DETAIL NONSHRINK GROUT. N0575TONE COVER A4&63,CL 35 ANDroR JAGGED EDGES. MORTAR SLIDE DETAIL { } COVER FACE COLLAR NON•TRAFFIC AREAS NTS NTS SHELF DETAIL TO ENTERSSANITARY SEW~RED BBDp APARTACKED2 HIGH &C6-WBXWB WWM NTS SECT3ON B-B BASE ONLY ~ OG1 No, DATE REN510N STANDARD MANHOLE PUBLIC WORKS COMMISSION N0. DATE REVIsoN PIPE SLIDE, MORTAR SLIDE PUBLIC WORKS COMMISSION No DATE t0 DATE RE4tS10N NO DAiS REVISION STANDARD MANHOLE PUBLIC WORKS COMMISSION FAYETTEVILLE, N.G AND SHELF DETAILS FAYETTEVILLE, N.C, 1. JAN 55 AJ>DEDNOTE FAYETTEVILLE, N.C. RING AND COVER 1. JAN 05 CHANGED NON TRAFFC DETAIL DOGHOUSE MANHOLE PUBLIC WORKS COMMISSION b~ t. JAN. 05 ADDEDNO7£B. FAYETTENLLE, N.G. a1 l DYeO, N0. Cc~ A DWG. BY PP~C bWG. N0, rj,l DWG. BY PWC R RESOURCES SHEET ~ N0. S,7 DNG. BY PWC WATER RESOURCES 2. JULY 06 ADDED NOTE ONGONC.COLLAR SHEET N0. J•Y WATER RESOURCES DWG N0. ~ DWG. BY PWC WATER RESOURCES ~ 91EET N0. SHEET N0. WATE 1 of 1 ENGINEERING DEPARTMENT T °F 1 DATE JAN t zoos APPROVED BY J.e.G. ENGINEERING DEPARTMENT 1 of i DATE JAN, 01, 2005 APPROVED BY J.E.G. ENGINEERING DEPARTMENT DALE AUG 1, 2006 APPROVED BY JEG t oft DATE JAN. Ol, 20D APPROVED 8Y J.E.c. ENGINEERING DEPARTMENT b o F1Le NAME; STANDARD MANHOLE.DWG FlLE NAME: RING COVER.DWG FNE NAY FHE NAME: PSUDE.DWG FlLE NAME: DOGHCUSEAtH.DWG r~ ~ ~ V 1 7APP]NG SADDL@ WITH STRAP NOTES'. 5' MIN. SINGLE WIDE AND ALIGNMENT FLANGE. STAINLESS sEENOTESaB.s.lBONS.n SEWER SERVICE LATERAL NOTES NOTES: ~ V 12' GRADE 60 1. COPOLYMER POLYPROPYLENE PLASTIC STEEL STRAP STEEL REINFORCEMENT STEP SHALL BE PLACED IB' D,C. EXTEND STACK 18" MIN. ABOVE t` 6' 1. CONTRACTOR SHALL MAKE UP STACK ANC SUBMITTO 12. SLOPE ANO CEPTH OF TH:E SERVICE LATERAL SHALL Bf 1. ALL EXCAVA7EON5 SHALL COMPLY WITH THE TERMS AND ~ ERVkCE LATERAL SHALL BE CONDITIONS OF TH£ CONSTRUCTION STANDARDS FDR ~ ~ W ALL STRUCTURE550EPTH OR w ENGINEER FOR APPROVAL AND SHALL SUBMIT TAPPING OETERMINEU BY T!^E TOPOGRA. HY OF THE LOTAS GRADE WITH GLUE CAp FOR GREATER. TESTING, AF7ER7EST ARE (TYP.} ~ SADOi.E IF USED TO ENGINEER FOR APPROVAL AP?ROVED BY THE PWC ENGINEER OR AS INDICATED C SRAPHY OF THE LOT AS SEE PAVT PATCH DETAIL FOR EXCAVATIONS IN O5HA'5AFETY AND HEALTH REGULATIONS iIN£ER OR AS INDICATED ON THE LAST 3' OF F{LL IN PAVED AREAS fqR CONSTRUCTION', CHAPTER XV71 OF TITLE 29, CFR, PART 1928. THE CONTRACTOR SHALL HAVE A COMPETENT PERSON 2. STEPS SHALL BE INSTALLED BY FLOW NLET ACCEPTED ADJUST STACK TO DRAWINGS. MANUFACTURERAND SHALLBE PROPER NRTADE AND TNT Tr~AP 5 w 2. HOLE IN SANITARY SEWER MAIN MUST 8E CUT WITH COMPACTED TO 95 % MAX. DENSITY ON FHE JOB AT ALL TIMES AND SHALL EMPLOY A PROFESSIONAL ALIGNED OVER STRUCTURE INVERT PERMANE LEA OU SHELL CUTTER. NO HAMMER TAPS ALLOWEC. 13. LATERAL SHALL CONFORM TO THE t!4' PER F00? MINIS v ASSEMBLY AR{ES 0 SLOPE. MAXIMUM CLEAN OUT SPACING FOR 4" PIPE 75 OUT. PVCSDR•26TE£~tDl ~ ~ ~ a 0 THE t!4' p£R TOOT MINIMUM AS DETERMINED BY ASTM D698 7 ENGINEER Fp ACF UPONALL PERTINENT MATTERS pF THE WORK. !T SPACING FDR 4" PIPE 75'.6" ~ J 2 BEDDfNG MAT£RWL QUANTITIES ARE CALCULATED BASED / QN THE FOLLOWING TRENCH WIDTIiS. BEDDING MATERIAL SHALL SEE NOTE #9 S.11 y N 2" a 3. LATERAL SHALL CONFORM TD ASTM SPECS. D•3034 PIPE 100' 3. DIMENSIONS SHOWN ARE TD CONVEY o !Yf SDR-26 UNLESS 0?'H£RW~SE INDICATEp AS DUCTILE THE DESIRED SRE Of THE STFF. STEPS 04P SHALL HAVE 2" IRON, 14. SEE WT£RiOR DROP 5TRUCi LIRE OR SLUE, MORTAR SI f gyp` 8£ INSTALLED REGARDLESS OF P[PE MATERIAL. LIRE OR SLIDE, MORTAR SLIDE & III III SECTION'A•A' OF SIMILAR SIZE AND CONSTRUCTION COVER NON TRAFFIC SHELF DETAIL FOR VERTICAL DROPS OF MAINS ANC MAY BE ACCEPTABLE PROVIDED TEE CONNECTION AREAS ANDSIiALLB£ ~ DROPS OF MAINS ANC FOR 46' RCPiDI B~', D=8' FOR 42' RCPA31 B~', D=5'•8' FDR 3D' RCPRJI B=A'•6', 0=4'•6' MATERIAL SUBMITTAL IS APPROVED RISER SHALL BE SDR 26 PVC SET AT GRADE IN PAVED ~ 4. ALL PIPE AND FITTINGS SHALT 6E4• UNLESS U?HERWISE LATERALS. 1-,18• BY PWC. OPTIONAL TAPPING SADDLE EXCEPT ITSHAl1BED.I.IFTHE AREAS ~ SPECFIED. FOR 24' RCPIDI B=4', D-4'-0" ! DEPTH SNAI.t. U'(IL12E DUCTILE ~ FOR 1B'PVCIDI B=3', D=3' LATERAL ITSELF IS DUCTILElRON ERMANENT ASS'Y t5. LATERALS GREATER THAN 20' DEPTH SNAI.t, u'FIU2E DU 4. MATERIALS OF CONSTRUCTION AND OPTIONAL SEECLEANOCTCAPASS'Y 5.ALLDI PIFESHALLHAVEANINTERIORCIN,NGOF iRGNPIPEANDFITTINGSWH~H C:.RAM3C,.POXYORfU: H CERAM3C EPOXY OR (USED FOR 75'PVCIDI B?3', D=3' T WITH FUSED CALCIUM UNDISTURBED SOIL H „NjM FDR IT PVCIDI B=T.D=3'-0' FOR 6' PVCIDI B=2', D=8'41' METHOD OF INSTALLAT4DN SHALL BE IN CERAMIC EPOXY0R R1SE0 CALCIUMALUMtNATE CALCIUM ACUMINATE CEMENT WITHFUSED CALCIUM ACCORDANCE WITH OSHA STANDARDS CEMtNT WnH rUScO CALCIUM ALUUMNNATE ACUMINATE AGGREGATES. AGGREGATES. THE ENTIRE 0.1 LAT'cRAI. SHALL BE A AND ASTM G-076. GLUE CAP OR M.J PLUG ...._.fJ:f::~' i ( COMPRISEC 0.0.1.. IPE AND MECHANICALJDiNT i6. ENTIRE SEWER LATERALA , • ; FOR AIR TESTING TO ~ .............•.......-......................."'""'""•."."."..""..:"•"^"".".!P.!"•...,"""1"."... ............-..;:r:r.: STONE SHALL BE 4 REMAIN c CONCURRENRY W17li SEWER MAIN. ~EMBLY SiiP}.L 0£AIR TESTED DZ 3. THE BEDDING MATERIAL SHALL BE GRANULAR, CLEAN; COARSE BACKFILL SHALL BE PLACED iN PEA GRAVEL,OR WELL GRADED CRUSHEtl ROCK LO R MAIN. 6"LAYERS AND COMPACTED W PLACED IN LAYERS NOT TD EXCEED 6` LOOSE LIFTS FOR Z O EXTENDED TO BEO 5L~£l'I 1 EXTEND SS TO fJW OR :ITTMGS. 5 N t OD - - - S - M LATERAL CONNECTION _I II_ ~ANF L I D WSHE T SNALL BF. CL EAN..D 1 I DIVIODAL LA ERALS 7. N R T - TIN HAE HAVER BEER ASKS SEALS Pi NNCC O S S L U G H TD 4E PROPERTY LINE'01 OR 6 ALL CO A SERRATED TREADS w70E ENOUG FROM UNDISTURBED SOIL 3!~ -I I ~ ~ I~ I (_I ~ - l; PVC; DEPENDING ON ~.NSrqutO. PRIOR TO FLUSHING SANITARY SEWER MAINS. T090k MAXIMUM DENSITY A5 r N THE FULL WIDTH Of THE TRENCH. ~ BF. CI. EANEp AND FL UUHED DETERMINED BY ASTM Dfi98 2Y SEWER MAINS. TO 72' ABOVE TOP OF' PIPE ON~2 4. BEDDING MATERIAL SHA1L BE INSTALLED AND PAID FDR1N ~ ~ 1014' STAND ON WITH BOTH FEET SEEtyDTE ~ I-{ ` III 11 11~ ~ -I 11-1 f 1-1 i I LATEktAI MATERIAL) ACCORDANCE WITH THE FOLLOWING CHARTTO PRODUCE I C•FILLED UNTIL INSPECT£p BY SELECT BEDDING MATERIAL CLASS 8 BEDDING. (n If} 12' I i-I~i - I I ~ I I~~ I I-III WC SDR2fi 2 7. SANITARY SEWER SERVICE CIO SLACK 5'iALI BE 18, LATERAL SNALL NOT BE BACK•FILLED UNTIL INSPECTEI PLAN VIEW I I..,..I 1='J ~ I~ II I f- ~I I PIECE GASNETED NCS~ED'TyFROM }HATER SERVICE LOCKVALVE WHEN FHc PWC PROJECT COORDINATOR ATDR NOOVERAGE ALLOWED SEE +7 FOR B' PIPE A67yd3Ht. OF PIPE NOTE A I ( L FOR 1Y PIPE A9yd3lft. OF PIPE ~ ~ O - - - COMBINATION OR } I (...__I41- I I I I-1 I (-I I ~I I1-1I 1=) I I.-.I I II 15~ WvE CONNECTI;hYS SHALL NOT Bc JaEC TCTIE LA7EfL THREADED SLOTTED --d i _ MECH JOINT g, THE CONTRACTOR M4Y USE A TAPPING SMD:E WISH INTO A MANHOLE, UNLESS OTHERWISE APPROVED BY F I OT B=USED TCTIE LATERALS ~ _ ~ (MIN 4' FOR 15'PiPE .11yd31ft. OF PIPE Q ~ MAX (1NA/2) FOR 1g PIPE .t3yd3HL.OFPIPE ~ iHERWISE APPROVED BY PWC SUBBASE SFfALL BE UNDISTURBED - y.... - - FOR 24' PIPE .15yd31k.OFFIPE FITTINGS IF D.I. -11 11~ 111 I ICI I I-1 l I- I - CAS7IRON PLUG 7 - CTi NT :isF::..;:::::::::::.::;;::::::::::::::::::::a,::.:::::::.::::::::::::::.rs::::::::a:::::;:ciiii:"r'riiiriiiiiitiir"s'r'ri'r'rdi5 ~ STRA.58AUGBMENT FLANGE FORCONNE 0 0 •:cv:~:::°srr:ax....,:~,,:..,..:::::::r.::::•:rs:::°v:r:.x:•::::::•:::rs:n'•i:en - - LA?ERAL. (SEE I~ PIPE, iA?PING SADDLES WLT!10UT AN ALIGNMENT 20JF BENDS ARE AFPRDVEC 3Y THE PROJECT CCORDINA~ ' ~I1- ~I I I-I I ~i I I~ i 1=11-III. SOIL. WHERE SOIL IS DEEMED TOR 30' pIPE.i9yd31k. DF PIPE THEPROJECTCOORDINATOR. UNSUITABLE BY THE PWCPROJ.REP. PIPE OIA FOR36'PIPE.25yd31ft.OFPIPE J ~ ~ 1=' .-III-l 1= 1I- NOTE 21 ON S' 1) i ` UC7 B ACCEPTABLE. SiCNE BEDDING i5 REOJIREO TO BE INSTALLED FROh1 1RAFFIC CAP _ ] III III I .::::::::re:::::x::e:ae~:::v::sse:::::::e:crs::-...:.::r:::::e:c::rs:...... i-, n (I'~ I 1 -I I{ FLANGE W L~ E 7 TD BE INSTALLED FROM AUTHORIZED AREA SHALL BE UNDERCUT FOR 42' PIPE .32yd3lR.OFFIPE ,121 SOIL TOBDTFDMDFBEND. ANDBACNRLL£DWITHSEL£CTBEDDING FOR AB'PIP£.36ytl31ft.OFPIPE ~ Q , I i I I I ~ 111-1 I ~ I ~ I I~ I hI I I- UNDISTURBED (SEE DETAIL S.12~1 SOIL TO BOTTOM DF B'~. . FRONT VIEW ~ _ - ~ , I,-„y , i iqj-, 9.'(HE CONTRACTOR ShAI l hSF. SllR 2fi PV.C. I EE "rOR ~ I-) 11- ~"`UNDk5TURBfO50Il CCNNECT:ON 10 SDR 2S P.V.C PIPE OR DI?EE FOR Zi. ?VC COMBINAT!DN SHAL: BE 2 PIECE TEE•WYE, GASKE MATERIAL. AREAS NOTAUTHOR2ED B 5. B£DpINGMATERIALSHALLEXTENDTOUNDISTURBED7RENCH Q 2 PIECE TEE•WYE, GASKETEO, AS UNDERCUT SHALL BE BACNFiLLEO SEE NOffS t k 2 WALLS AND TRENCH BOTTOM.OVERAGE Of BEDDING MATERAL ' CONNECTION TO DJCTILE IRON PIPE. ?VC TEE SHALL BE SOR26, AS h1ANUFACTURE6 BY HARCO. GPK OR gPPROt 'i ~ THREADEQ CAST .Y HARCO. GPK OR APPROVED ATCON7RACi0R5 EXPENSE WITH WILL NOT BE PAID FOR UNLESS SPECIFICALLY APPROVED ISY SELECT BEDDING MATERIAL. THE PROJECT REPRESENTATNE AND SHALL ONLY BE PAID TOR iN THE AMOUNT OF THE AUTHORIZED QUANITITY. IRON HUB ONE ~"eCE MDLDEL' OR FABR{GATED TEE WYES AND EQUAL. f-1W' " ''~;`~;;:;`~~r;ie:. "`~"'..F" T140.IECETcFSARrNDTACCEPTAB~.E. 6. BEDDING MATERIAL SHALL 6E PROPERLY HOODED AROUND 4° MIN. 10. ENSTALLAI ION OTHER SHAH AS SHOWN MUST BE :r.:.•.va:::rr.:r.:..::er ~ ~ :::~~...:.e.. .::r .::iii. STAINLESS 11 ENG~NE£R APPRCV"tD BY THE PWC STEEL HOSE THE PIPE HAUNCHES. 7. CONTRACTOR SHALL USE TRf.NCH BOX SHORING IN ALL OPEN ::::::::...::::.:e::::a:.~:::::::.n:::..,:::.e::..:::::::xc ~ ~:e. ' „ CLAMPS ,LlpLASTIG ~ ^ S F WN SNALL BE USED FOR ALL a' A.C./D.I. IOC t!..A, PIN~PROCE SS 0 GUTS IN PAVED AREAS. TRENCH WIDTH SHALL BE MAINTAINED ATTHE MINIMUM PRACTICAL WIDTW. 141 i ~LANHOk,E WALE''A~ MIN. tl4"THICK EPDM COUPLING SANITARY SLIVERMAINS. ' 4. 6 61IN'' e. ISOMETRIC VIEW OF STEP FOR SEWER SERVICE LATERAL sIDEVIEw C/O CAP ASSEMBLY NOTES SEE aETNL S.11 NO DATE REV15Itk4 PUBLIC WORKS COMMISSION No. DATE REVISION PUBLIC WORKS COMMISSION N0. DATE 10. DATE RENSION PUBLIC WORKS COMMISSION NO PATE REVISION SEWER BEDDING FAYE7TEVILLE, N.G. STRUCTURE STEP PUBLIC WORKS COMMISSION SEWER SERVICE LATERAL FAYETTEVILLE, N.C. SEWER SERVICE LATERAL NOTES FAYETTEVILLE, N.C. 1 Dec, oa PROP. MATERIAL CHANGES FAYETTEVILLE, N.C. 1 AR. D3 ADD t AR. O3 ADDED NOTE ~I9 1 JAH D5 REVISEDNOFES 2 NOTES DWG. N0. `j, ~ ~ DWG. BY PWC 2 DEC, 04 PROP. M DYNi. No: j,$ owG. BY PWC WATER RESOURCES SHEET No. D"o' S.1Q DNG, BY Pwc WATER RESOURCES Nov as REwsEO ~E~NO, WATER RESOURCET NT 2 DEC, 04 PROP. MATERIAL CHANCES SHEET NO, DWG. N0, ~j,'~ 3 DWG. BY PWC WATER RESOURCES of"o, ENGINEERING DEPARTMENT 1 of 1 nATE JAN 1, 200 APPROVED BY JEG ENGINEERING DEPARTMENT 3 JAN 07 REV4SED CONNECTION DATE JAN 1, 2007 APPROVED DY JEG ENGINEERING DEPAR ME s JANET R£vlsEDl DATE JAN. 01, 200 APPROVED BY J.E.G. 3 JAN 07 ftFVISF.DN6T£S t ~ t DATE JAN. Oi, 2005 APPROVED 8Y J.E.c. ENGINEERING DEPARTMENT FILE NAME; S7EP,DWG Fllf NAME: RESSLAT.DWv" SLATNO SLATNOTES.DWG FTLE NAME: SEWER BEDDING.OWG METERBOXWITH NOTES I. ALL MATERIALS TO BE APPROVED BY RECESSEDAMRREADING P.W.C. 1035 16-314' WATER VARIES LID SET 114"ABOVE GRADE ~ p. SERVICE LATERAL SIZE 1• IPS NOTES: POLYETHYLENE UNLESS OTHERWISE 1. CONTRACTOR SHALL REPAiRALL WATER LAFERALS~ AND MAINS DAMAGED 5. TRANSFER Df WATER SERVICES SHALL BE ACCOMPLISHEp AS FOLLOWS: Oa SPECIFIF,D 14" x 19' RECTANGULAR 1. ALL MATERIALS Si1ALL BE APPROVED BY D Qp/A6- 2 3. SERVICE LATERAL INSTALLATION SNALL VALVE BDX PWC. SEE DWG. W.4 SHT 2 OF 2 FOR QURINGCDNSTRUCTOON(NOSEPARATEPAYMENTI. THECONFRACTORSHALL REPORT IMMEDIATELY ALL WATER MAIN AND LATERAL BREAKS TO PWC A. kNSTALL, TEST AND STERILIZE NEW MAIN AND LATERALS. DISPATCH£ft AND TO THE OWNER'S REPR£SENTAT3VE AND SHALL 1NITVITE LATERALS SHALL BE INSTALL£DAOJACENT TO EXISTING SERVICE E a~ BE APPROVED BYP.WC. METER00XLIDDETAIL - I I I I i ~ I I I I I I I I O PR'bE111 ~ ~ '7 _ " 4. WATER SERVICE LOCK VALVE TO BE I I I - - I - I - I - ( IMMEDIATE REPAIRS 70 PWC STANDARDS. CONTRACTOR SHALL NOF OPERATE i8' INSIDE R/W, {EXISTING SERVICE IS ACTiVE6 PWC WATER MAIN VALVES WITHOUT PWC APPROVAL AND SHALL COORDINATEALL « •~.?mA?. ~ ; s ~ LOCATED 18" FROM SANITARY SEWER 2. METER BOX SHALL NOT OE LOCATED _ I I - ( - ( - ( - I - I - ° c CLEAN OUT STACKW'HEN {NSTALLED WHERE H-20 LOADINGS CAN IMPACT BOX ( I I I I I IN SAME DITCH. ORCOVER. I I I I~ I f l ` VALUE CLOSINGS WITH THE PWC. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF B. TRANSFER EXISTING METER TO NEWMETERBOXAND TIE NEW WATER I//\J WITH WATER SYSTEM IN 7HEAREA SD AS TO LESSEN THE CHANGE OF SERVICE LATERAL TD EXISTING DOMESTIC SERVICE. BLOW-OFF SERVICEAT HOSE BIBB 5. WHEN INSTALLED IN.4 PAVEDAREA, I ~ - I - I - I - I - ~ METER BOX TO BE S£?7114"ABOVE 3. FOR 4"WATER LATERAL INSTALLATION W I I I I I INT£RRUPTlON. ON HOUSE ONLY IF EXISTING METER HAS NO LOCK VALVE OR tS INOPERABLE. WHEN MAIN tS NOT TO BE ABANDONED, CONTRACTOR SHALL'JNCOVEROLD FINISHEC PAVEMENT GRADES AND Q I"' ( I ( I 11-1YZ 1"FULL PORT ANGLET ALL VALVE PAVEMENT FEATHERED TO TOP OF BOX 15.965 m SEE PWC DETAIL W.2 - I ~ I _ I ~ I _ I _ I 0 2. THECONTRACTOR SHALL NO7llSE HOUSE HOSE BIBBS ORANY DTHER CORPORATION AT MAIN AND CLOSECORPORATION TOABANDON OLD SERVICE. METHOD OF BLOW OFF WHICHALLpW$ DOMESTIC WATER CONTAINING SEDIMENTS ENO SEPARATE PAYMENT). z_ WITH ONE OR TWO 5 EP STYLE TO PROVIDE DRAIN AWAY FROM BOX _ _ _ _ _ ~ COMPRESSION FOR IPS PE kNLET 6. C.I. METER EK7XES SHALL BE USED i I 0 i 4 I i ( O i i OR HtGH LEVELS GF CHLORINE TO PASSTHRU RESIDENT'S METERS. 7H£ C CONTRACTOR SHALL BE RESPONSIBLE FDR ALL DAMAGES RESN T1NG FROM C. AFTER ALL SERVICES ARE TRANSFERRED TTTHE NEW SYSTf.M IN A fw/wl~ `4 1' CC SINGLE AND FEMALE METER THREAD IN TRAFFICAREAS SF.E W.4B Tn STAINLESS STEEL SWNEL NUT WITH LOCK. ALL R OK i I - I i i I ! ( - I I STRAP SADDLE INSERTS SHALL BE STAINLESS 12" METER COUPLING 7 BASE WITH NO LEAPS, DO NOT LAY I I I I I I i I I I I I I I Q ALLOWING °OIRTY' WATER TO ENTER RESIDENT'S PLUMBING SYSTEM, SUCH AS STREET OR VALVE TO VALVE, CUF OFF VALVE ON EXISTING SYSTEM AND -I~I-f-i-I-I- STEEL WITH ~'FEMAL£ BRICK ON PIPE SEE INSE7'A' BALL CORPORATION STOP THREAD METER g, WHERE ASPHALT CURB OR STRIP WATER HEATERS, STAINED CLOTHING, CLOGGED SCkEENS, ETC, ABANDON EXISTING MAINS AS INDICATED IN THE DETAILS. 3. WHERE PUW5INDICATE EXISTING WATER VALVE TOP/RIM AND INVERT, THE D. CONTRACTOR SHALL SUPPLY NEW METER BOXES AND DISPOSE OF WITH AwWA INLET6, ONE SWIVELNUT X MIPT. PAVEMENT EXIST, TH£ LOCATION OF -625 AYE OR TWO STEP STYLE 1'x7.112"SPACER FOR BOX SHALL BE AS DIRECTED BY PWC INVERT IS THE ELEVATION OF THE TOP OF THE VALVE OPERATING NUT. UNSUITABLE EXISTING METER BOXES. SALVAGEABLE METER BOXES SHALL 8E /y DELIVERED TO PWC WAREHOUSE ON BELT BOULEVARD FAYEI'TF.VILLE N.C. U COMPRESSION FOR IPS pOMESTIC SERVICE, REPRESENTATIVE 70P VIEW PE, WITH STAINLESS i' x 1D3l4"SPACER FOR A ISOMETRIC 4. DUE TO THE gUESTI0NA8LE INTEGRITY OF THE EXISTING WATER SYSTEM AS RELATING TDNEW CONSTRUCTION, CONTRACTOR SHALL INSTALL NEW WATER AND E. CONTRACTOR SHALL CHANGE OVER OLD METER FO NEW SERVICES OR / \ TRANSFER ALL SERVICES PRIOR FO BEGINNING SANITARY SEWER CONSTRUCTION. INSTALL NEW METER FURMSHEO BY PWC. SAME METER NUMBER SHALL BE L@*/J STEEL INSERTS. IRRIGATION SERVICE, S• DISTANCE FROM TOP OF LOCK VALVE i' IPS POLYETHYLENE PIPE OPERATING STEM 7(1 TOP OF BOX PLAN THIS MAY BE ACCOMPLISHED STREET BY STREET FO ALLOW SIMULTANEOUS INSTALLED ON SAME ADDRESS ANDIOR CUSTOMER WATERANDSEWERCONSTRUCTtON. WATER SHALL BEINSTALLEOUTILIZINGA 4 160 P51lP.E. 3406 SPACER SHALL 8E SHALL BE 8' MIN. T010' MAX. 15 1(2 P.E. 3 O6 FURNGSHED BY PWC. 14.37 20'125 200 P51 ASTM 0124g•TYPE III 10. RESIDENTIAL METER BOX SHALL BESET PWC APPROVED CUT•SH£ET INDICATING WATER MAIN INSTALLATION DEPTH BELOW ENGINEER SUPPLIED REFERENCE POINTS. ASTM D 3350-355434 C BRICK METER BOX BASE 18" FROM RM'TO CENTERLINE OF ISOMETRIC VIEW WATER SEE INSET'A' METER BOX PERPENDICULAR TOTHE RAM. IC 41EW MAIN 11. COMMERCIAL METER BOX TRACER WIRE 12 GA THHN TRACER LOCATION SHALL BE AS APPR04ED (DO NOT CONNECT TO (PREFER NO METER BE INSiAJ,LEO CORPORATION OR BANDS) WIRE EXTENDED INTO LESS THAN 5' FROM BLDG. TO EDGE METER BDX 6"AND OF BOX). 12.0 1i4" WRAPPED AROUND 1g' 12. LATERAL SHALL BECENT£RED } - f4 2" SOLED BRICK METER BOX BASE LOCK VALVE ON LDT UNLESS OTHERWISE NOTED. n EC ~ t3. LATERAL SHALL NOS BE 3 BACK F1LLE0 UNTIL INSPECTED BY 4.125 - BACK FILL K PWC PROJECT COORDINATOR. ~ 1.876 METER BO n BOTTOM 4 q 14. WATER MAIN AND LATERAL SHALL PASS - 1'_ 1" HYDROSTATIC L6AKAGE AND 3675 2.. BRICK OF BOX Cf STERILIZATION TESTS (200 PS!). 2.313 75 750 SIDE VIEW ~ 15. BARB-TYPE FITTINGS'ARE NOT 3.0 20.125 W ACCEPTA6LE --~Ih-1' 1 SPACER SHALLBE 1fi. SHOULD ff BE NECESSARY TO CRIMP THE t4.37 £LFVATION(g } SECTIDN'A•A° ENTERED WATER SEFMCE LATERAL, AFUEL CIRCLE BRICKMETER BOK BASE IN METER BOX REPAIR CLAMP SHALLBE PIACEDON TFIE ELEVATIONSA} UNDERSIDE IN!SE7 "A PLAN No. DnTE R£vlsioN PUBLIC WORKS COMMISSION ND DATE RENSION WATER UTEUTY NOTES FAYETTEVILLE, N.C. 5 COMMISSION No DATE REVIS!oN PUBLIC WORKS COMMISSION N0. DATE REVISION PUBLIC WORKS COMMISSION No. DnT£ PROPOSED 1"WATER SERVICE LATERAL PUBLIC WORK 1-INCH METER BOX DETAILS FAYETTEVILLE, N.C. 1•INCN METER BOX LlD FAYETTEVILLE, N.C. 1. 7,07 REws£D LI FAYETTEVILLE, N.C. 1 Mqy g5 VALVE CHANGE I, Ii07 REVISED LID - i AN 05 REVIS£DNOTE SA D . NO DWG. BY PWC DWG. ND. I~I 4 DWG. BY PYVC 5 DwG. ND. IN,2 DWG. BY Pwc yyATER RESOURCES z sEP7 as vALVE CHANGE. ADD ND7E 1s. SHEET No ~ W 4 WATER RE50URCES sHEEr No. WATER RESOURCE SHEET N0. N0, W,~ DWG. BY PWC WATER RESOURCES 1 OF t DATE JAN. Ot, APPROVED BY J.E.. ENGINEERING DEPARTMENT SHEET NO. iDFZ zeF2 ENGINEERING DEPARTMENT 10f1 DATE: AVg 1, 2GW APPROVED BY J.E.G. DEPARTMENT 3 JULY O6 RES!ZED METfIR COUPLING DATE JAN.01,2LT06 APPROVED BY J.E.G. ENGINEERING DEPARTMENT DATE JAN. 01, 2008 APPROVED 3Y J.E.G. D:WCADIDETAf SIWLAT.DWG ALE NAME: TIN METERBOX,DWG FILE NAME.: 1!N MF FILE NAME.:1iNMFTERBOX.QWG FlLE NAME: WRIER UTILITY NOIES.DWG 1' -6" 1. ACCESS TO S'ES SHALL BE BY PUBLIC RIGHT>7f!NAYS AND UTILITY 6 CONTRACTOR SHALL pRCVIDE MEASURES DURING CONS PWC STANDARD PENTAGONAL {TYPICAL -NEW FIRE HNJRANiS CONNECTED TO EXISTING WATER MAINS) MEASURES DURING CONSTRUCTION TO ON FROM THE GENERAL PUBLEC AND (TYP.j OPERATING NUT OPEN NOTES: EASEMENTS OTHERACCESS LOCATIONS ReQUlREO SHALL BE SECURED BY SECURE THE SITE AND EXCAVATON PROM THE N . . I COUNTER CLOCKWISE. THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER COMPLY WITH Al.l. OSHA REGULATIONS, J09 SITE SAFETY I w Z t FIRE HYDRANT SHALL BE MODELS i. PROPOSED FIRE HYDRANTS SHALLBE INSTALLED IN ADVANCE OFSEWER CURB FOR THE PROPOSED FIRE HYDRANT IS INTERPOLATED FROM CROSS SUP"LEMENTAL ERGSION CCNTROL MEASURES 5i4ALl BE REQUIRED TO EXCLUSIVE AND SOLE RESPONSIBILITY OF THE CONTRACT( dIONS, J09 SITE SAFETY IS THE 73. CONTRAC70RSFIALL SFOREALL MATERIALS IN THE CONITRACTOR BILITY OF THE CONTRACTOR. OPEN STAGING AREA 72 HOURS FRIOR TO 1NCDRPORATING INTO TH£ WORK TO 7 MANUFACTURED BY MUELLER CIC. MAIN CONSTRUCTION. THE CONTRACTOR SHALL SEQUENCE THE HYDRANT SECTIONS AND THE FLANGE ELEVATION SHOWN iS APPROXIMATE„. FIRE INCLUDE CONSTRUCTION ENTRANCES SILT FENCING. RESTORATION, ETC. EXCAVATION LEFT UNATTENDED OR OVER NIGH' 15 NOT AC m 2.2112" NOZZLES 81-0-0YE' NOZZLE {CENTURIAN), AMERICAN VALVE AND INSTALLATION 7D PROVIDE ANDtOR SUPPLEMENT WATER MAIN FLUSHING IF HYDRANT SHALL BE INSTALLED IN ACCORDANCE WITH ?HE FIRE HYDRANT ADDITIONAL. MEASURES SHALL BE:NCLGDEO AS PART OF A SUPPL'cMENTAI. SHALL BE FILLED IMMEDIATELY. OR OVER NIGH' IS NOT ACCEPTABLE AND REDUCE OBSTRUCTIONS TO TRAFFICANO INCONVENIENCE TD RESIDENTS. WHERE UTILITIES AR£ BEING CONSTRUCTED IN EASEMENTS OUT OF TRAFFIC AREAS CONTRACTOR MAY STORE MATERIALS AHEAD OF WITH FIRE H05E COUFLING THREAD IN HYDRANT CO. {MODEL MARK 73j, 9REAKS OCCUR. AND VALVE INSTALLATION DETAIL EROSION CONTROL PiAN PREPARED BY THE CONTRACTOR, r ACCORDANCE WIOiTY Df FAYETTEVILLE GLOW MERALLION OR APPROVED EQUAL. 7. CONTRACTOR SHALL REPAIR ORREFLACE DRIVES ClSTU IRREFLACE DRIVES ClSTURBED BY CONSTRUCTION FOR A DISTANCE NOT GREATER THAN 7800 FEET UNLESS BETTER CDNDIT10NS. NC SEPARATE APPROVED OTHERWIS£BY THE ENGINEER. STANDARD. NOZZLE CAPS SHALL Z. FIRE HYDRANT CONNECTIONS 70 EXISTING WATER MAINS SNALL BE 6 YHE CONTRACTOR SHALL SUBSTITUTE VARIOUS BARREL DEPTHS WITHIN 2. THE CONTRACTOR SHAH BE REQUIRED'LO PROVIDE THECONSTRUCTION CONSTRUCTION TO EXISTING CIR BETTER CDNCITIONS. NC I BE SECURELY CHAINED TO THE 2. ALL VALVES ANDHYDRANTS SHALL HAVE MADE USlNGATAPPING SLEEVE AND VALVE BY WET TAP CONNECTION. THE PROJECT{!.E. FIRE HYDRANT N0.1!NDICAT£SA5'-0"DEPTH OF $TAGWG AREAAT HIS EXPENSE. PAYMENT UNLESS OTHERWISE INDICATED. IDICATED. 14. ATTHE PROPERTY pWNER'S REQUEST, THE CONTRACTOR SHALL D!G UP in HYDRANTS BODY BRANCH VALVE SHALLBE PLACED BEHIND M.J. CONNECTIONS WITH IRON RETAINING THE TAPPING SLEEVE AND VALVE SHALL BB PRESSURE TESTED PRkOR TO BURY ACTUAL CONDITIONS CALL FOR Afi'-0" DEPTH OF BURY, FIRE THE CURB WITH A CONC PROTECTOR GLAND M.J. RESTRAINT OR ANCHOR LOGS AND AFTER THE COMPLETION OF THE TAP IN FHE PRESENCE DF THE. HYDRANT N0.21NOICATES A6' DEPTH OF BURY ACTUAL CONDITIONS , FIN. GRADE VALVE ® RING WHERE 77830' WIDE STREETS AN03J4"OIA~STEEL ANCHORRCDS. REQUIREA5'DEPTH OF BURY, THENASUBSTITUTION WILL BE REQUIRED). 3.TH"t CONTRACTOR IS EXPECTED AND REQi.'~RED TD COOPERATE W17H THE B. CONTRACTOR SHALL PROVIDE TEMPORARYF N IN H TEMPORARY FENCING WHERE FENCES ARE EXISTING SHRUBS ANO BUSHES WITHIN UTILITY EASEMENT T08E CONTRACTOR SHALL COORDINATE FENCE DISTURBED BY CONS7RUC71DN ANDSET OUTSIDE THE tlTILITY EASEMENT ENGINEER. TAPPING SLEEVE SHALL BE FILLED WITH WATERPRK;RTO PROPERTY OWNERS AFFECTED BY THE WORK. PRIVAT£AGREEMENTSYYITH RtMOVEDFORCONSTRUCTION. CONTRACTOR SNALL000 ARE CONSTRUCTED PRESSURIZATION FOR SAFETY PURPOSES. ALL EXTENSIONS SHALT BE APPROVED BY THE ENGINEER PRIOR 70 PROPERTY CWNERS MUST 3E IN WRITING DN A FORM APPROVED BY THE REMOVAL'REINSTALLATION WITH INDIVIDUAL PROPF.RSY OV ~ 3. 314' D!A. STEEL RODS AND ALL BdRIER SURFACES ENSTALLATI ON AND ONLY AFTER ALL EFFORTS OF SUBSTITUTION ARE INDIVIDUAL PROPERTY OWNERS PRIOR TO AREA IN A LOCATION DETERMINED BY THE PROPERTY OWNER (NO REINSTALL ALL SHEDS, FENCES. ETC. TO SEPARATE PAYMENP,. PROPERTY OWNER WILL BE RESPONSEBLE FOR 4-1~2' • ~T'!` ~'.1 ;,r, s SHALLBE PAINTED WITH 2 COATS OF ENGiNEERANO ACOPY SHALL BE PROVIDED TO THE ENGINEER PRIOR 70 REMOVAL. CONTRACTOR SHALL REINSTALL ALL SHEDS, FE x ! ' e ~ ' y BITUMINOUS PAINT. MARRED OR SCRATCHED 3. THE CONTRACTOR SHALL HAVE THE EX1573NG LLTILITIES LOCATED IN EXHAUSTED. PROCEEDING WITH CONSTRUCTION ACTIVITIES AFFECTEC BY SAIC AS G000 OR BETTER THAN EXISTING CONDITIONS UNLESS a z BARREL BRICK SURFACES SHALL BE REPAINTED. PAINT 7HEVICINITYOFTHE PROPOSED FIRE HYDRANT PRIOR TO REQUESTING AGREEMENT. THE AGREEMENT MUSTSPECFYTHAT PWC, THE CITY AND INDICATED. (NO SEPARATE PAYMENT). fiNGCONDiFIONSUNLESSOTHERWlSE REPLANTING SHRUBS AND BUSHES SD REMOVED, AND SHALL BE RENT). RESPONSIBL£fOR REESTABLISHING GROWTH. fF NO REQUEST IS MADE p ~ SEE CONCRETE SHALL CURE PRIOR 70 BACK FILLING TRENCH. CONSTRUCTION STAKES. THE PROPOSED LOCATION MqY BE SHIFTED OR 9. WHERE INDICATED TO TIE EXISTING FIRE HYDRANT TO NEW MAIN, THE ENGINEER SHALL BE HELD HARMLESS AGAMST ALL CLAIMS ARISING ~ N 6' GATE VALVE THRUST BLOCK RELOCA7E0 BYTHE ENGINEER IF CONFLICTS EXIST fi.E. GAS SERVICES, CONTRACTOR SHALL PROVIDE ALL LA80R, TOOLS, EQUIPMENT, MATERIALS, FROM THE AGREEMENT. THE OWNER DISCOURAGES PRIVATE AGREEMENTS. 9 CONTRACTOR SNALL REPLACE ALL DISTURBED MA!LBOXI BY THE PROPERtt OWNER, DISTURBED SHRUBS AND BUSHES SHALL 8£ I ALL DISTURBED MAILBOXES, SIGNS, ETC. REMOVED AND DISPOSEOOF OFF•SiTE UNLESS OTHERWISE fNDICATEO. ~ F z DETAIL q, FSRE HYDRANT SFU4LL BE FIELD PAINTED UGE TELEPHONE, ETC.). ETC. NECESSARY TO PROVIDER COMPLETE kNSTALLAT10N. FIRE HYDRANT BEFORE FINAL ACCEPTANCE. A RELEASE FROM EACH PROPERTY OWNER DISTURBED DURING CONSTRUC710N W'~,THIN 2-0 HWRS OF I m rn- SHALL BE TRANSFERRED TO NEW MAIN BRANCH LINE AFTER MAIN f5 THAT THE CONTRACTOR HAS MADEAN AGREEMENT WITH SHALL Bf. PERMANENT ROAD 5!GNAGE DISTUREED SHALL BE R£PLAC IN ACCORDANCE WITH PWC STANDARDS. BEFORE 'ION W'~,THIN 2-0 HWRS OF DISTURBANCE. TURBED SHALL BE REPLACED iMMEDIA7ELY 15. CLEARING ANO GRUBBING SHALL BE RESTRK:T£O TO PERMANENT W GNS SHALL BE TEMPORARILY INSTALLED IN EASEMENTS ONLY, CONTRACTOR SHALL LIMET 7REEJBUSH CLEARING IN o ~ PROJECT ISACCEPTED. 9. THE CONTRACTOR SHALL VERIFY (8Y DIGGING), IN ADVANCE OF ACCEPTED. HYORAN'€S SHALL NOFBE OUT OF SERVICE FOR GREATER REQUIRED. THE PROPERTY OWNER'S RELEASE IS A CONQITION OF FINAL AND IF NECESSARY ROADWAY SIGNS SHALL BE TEMPDRPR I INSTALLATION AND MATERIAL PROCUREMENT, THE EXISTING WATER MAIN THAN 24 HOURS CONTRACTOR SNALL NOTIFY FgYET7EVILLE FIRE ACCEPTANCE. A LOCATION CONSISTENT WITh THE NCMUTCD TC PROVIDE r ~;n':'4:' 5. HYORANTVALVESHALLBEPLACEDASCLOSEAS DEPARTMENT OfOU70FSERVICEFIREHYDRANTSPRIOR?0 TRA~FICAWAREN£SSOFROADWAYCONDITIONS. ENOSEP 'I# NCMUTCD TC PROVIDE CONTINUOUS THE TEMPORARY EASEMENTS, BETWEEN HOUSESAND ALONG PROPERTY TAY CONDITIONS. ENO SEPARATE PAYMENT). LINES TOONLY ABSQLU7BLY NECESSARY FOR CONSTRUCTION. 6` D.I. PIPE PO55t5LE TO THE MAIN BUT DO NOT PLACE MATERIAL, SIZE, CLA55, DEPTH AND LOCATION FOR EACH INDIVIDUAL FIRE } VALVE IN PROPOSED OR EXISTING CURB AND HYDRANT LOCATION IN ORDER Tp SUPPLY PROPER SLEEVE TYPES, BARREL CONSTRUCTION. 4. CONTRACTOR SHALL MAINTAIN A NEAT AND CLEAN JOB-S~iE TO E SECURITY FENCING, SECURITYGUARD, AND ~L~./J t GU7TER.IF THE STREET IS SOEL AND NO PAVING LENGTHS AND OTHER REDUIREp MATERIALS TO ACCOMMODATE EXISTNG INCLUDE STAGINGISTORAGE AREAS AS FOLLOWS: t0, CONTRACTOR SHALL PROVIDE SECURITY FENCING, SEC I I 10, SOD SHALL BE REPLACED WHERE APPLICABLE. DAMAGE TO PROPERTY ANY AND ALL OTHER MEASURES CONTRACTOR DEEMS NEC SEE NOTE # 5 IS TO BE GONE AT THIS TIME, THE LOCATION MATERIALS ENCOUNTERED AND SITE CONDITIONS. Of THE VALVE IS TO BE DETERMINED BYTHE PWC OWNERS LANDSCAPING, FENCES, ETC. SHALLBE REPAIRED ORREPLACED -PERFORM DUST CONTROL BY WATERING DAILY OR AS DIRECTED BYTHE PROTECT EQUIPMENT AND MATERIALS STORED ON THE PR CONTRACTOR DEEMS NECES54RY TO LL. RIALS s7oRED DN me PROJeDT. (NO ORDER flF PRECEDENCE GENERAL NOTE5/TEGHNICAL C~ UNDISTURBED PROJECT COORDINATOR. 5. THE INFORMATION CONTAWED EN THE "FIRE HYDRANT DATA CHARD' WAS TD THE PROPERTY OWNER'S SATISFgCTK7N, TD INCLUDE WITHIN ENGINEER. SEPARATE PAYMENT}. SOIL PRODUCED USING EXISTING PWC RECORDS AND AVAILABLE FIELD RIGHT•OF-WAY. (NO SEPARATE PAYMENT). SPECIFICATIONS/PHOTOS DI TEE OR TAPPING 6. FIRE HYDRANTS SHALL BE PLACED AS DERECTED BY VARIES LEVVE A5 REQUIRED THE PWC PROJECT COORDINATOR INFORMATION. THE INFORMATION LS INTENDED TO ASSI5T7HE -SWEEP STREETS A MINIMUM OF ONCE WEEKLY (FRIDAY) OR AS 11. WHERE CONTRACTOR CEASES WORK OPERATIONS FOR SEE TAPPING DETAIL. CONTRACTOR, BUT IS NOT GUAWiNTEED. THE CONTRACTOR IS ENCOURAGED tt. THE UNIT PRICE BID SHALL INCLUDE ALL L100R, MATERIALS, DIRECTED BYTHE ENGINEER. ?ERIOD OR LONGER, SUCH AS HOLIDAYS, ETC.. THE FOLLO S WORK OPERATIONS PORA72 HpUR JLIDAYS, ETC.. THE FOLL04VlNG SHALL BE Z 7. HYDRANT BRANCH SHALLNOT BE BACK FILLED YO VERIFY ALL THE PROVIDED INFORMATION. THIS INFORMATIONIS EQUIPMENT;TESTING, fiELD INVESTIGATION, UTILITY LOCATIONS AND ANY ACCOMPLISHED PRIOR TOTHE WORKSTOPPAGE, 1 CU. FT. #57 STONE UNTIL INSPECTED AND APPROVED BY PWC PROJECT APPROXIMATE AND MAY NOT BE ACCURATE. AND ALL OTHER INCEDENTALS REQUIRED FOR PROPER FIRE HYDRANT -SLADE, LEVEL AND RE-COMPACT ALL EXPOSED TRENCHES WEEKLY (OR FORK STOPPAGE 1. THE NOTES CONTAINED HEREIN ARE IMENOED TO SUPPLEMENT THE Q TECHNICAL SPECIFICATIONS RND PROVIDE EASY REFERENCE FOR THE LL` PLACED TOALEVEL 4" M.J~ CONNECTION WITH IRON COORDINATOR. - INSTALLATION INCWDING OUT NOTLEMITEO TO TIRE HYDRANT MATERIALS AS DkRECTED BY THE £NGINEER)TO PRODUCE A SMOOTH "RIDE'. ABOVE DRAIN OPENING RETAINING GLAND M.J. RESTRAINT AND LABOR, VARIOUS EARREL DEPTHS, EXTENSIONS, OFFSET CONNECTORS, SEE NOTE 2 AND PWC STANDARD 6. THE CONTRACTOR WILL BE REQUIRED TO SUPPLY VARIOUS LENGTHS OF A. CONTRACTOR SHALL S7CREALL EQUIPMENT IN THE COI SLL EQUIPMENT IN THE CONTRACTOR CONTRACTOR. IN NO CASE SHALL THESE NOTES VOID ANY PART, SECTION r OR REQUIREMENT OUTLINED EN THE TECHNICAL SPECIFICATEONS CONTAINED A,~I1I I t1TJl~ 314'DIA.STEEL RESTRAINING DETAIL. 8. G74EVALVEANDBDXSHALLBEEN BARRELS AND HYDRANT EXTENSIONS TO ADJUST FOR WATER MAIN DEPTHS TAPPING SLEEVE,TESTING, TAPPING VALVE, TAPPING CF EXISTING MAIN, .pERfCRMDAILYCLfAN-UP OF ALL GIRT, DEBRIS AND SCRAP MAT"cRIALS. STAGING AREA OR OFFSCiE. ANCHOR ROD ACCORDANCE WITH PWC STANDARD DETAIL IN RE1A710N TO TOP DF EXISTING CURB GRADE, TOP OF PAVEMENT, FITTINGS, TRAFFIC CONTROL AND SIGNAGE, SOD, SEEDING, PAVEMENT (1 EA. S1DE2 TOTAL) REPAIR, REMOVING AND REPLACING PAVEMENT, PAINTING INACCORDANCB IN THE CONTftACT DOCUMENTS. IF CONFLICTS OCCUR BETWEEN THE I~ TECHNICAL SP£ClFICATIONS AND THE NOTES CONTAINED HEREIN,THE `?0?~~`, elvA~~/ ~~j~ EEP ALL STREETS, PERFORM GENERAL TECHNICAL SPECIFICATIONS SHALL SUPER5EQE. ? `i 1 ~ i 9. HYDRANT EXTENSIONS SHALL BE APPROVED EXISTING DITCH GRADE AND/OR RIGHT•OF-WAY GROUNDELEVATIONS AS -REMOVE EXCESS EQUIPMENT, MATERIALS, TOOLS. ETC. NOT NEEDED. B. THE CONTRACTOR SHALL SWEEP ALL STEEE NECESSARY. ADDITIONAL FITTINGS ANDIDR HYDRANT EXTENSIONS OR 'NTH PWC STANDARDS, REMOVING AND REPLACING LANDSCAPING AND CLEANUP AND SHALL PERFORM MAINTENANCE ON ALL E 6" D.I. PEPS SY PWC PROJECT COORDINATOR. EXISTING FEATURES; ADJUSTMENTS REQUIRED DUE TO EXISTING UTILITY c OFFSET CONNECTORS MAY BE REQUIREC 70 MAINTAIN PROPER COVER. 5. EXCE..S SUITABLE SOIL EXCAVATED DURING CONSTRUCTION SHALL BE tM MAINTENANCE ON ALL EXPOSED PATCHES. Q e~rrj~ceeee~e ',}N', 2. PHOTOGRAPHS CONTAINED M DPAWINGS ARE FOR INFORMATION ee LJ ' /~e/e• .~'1r' (NO SEPARATE PAY). CONFLICTS,EROSION AND SEDIMENT CONTROL MEASURES,REPAIRING STOCKp!LED FOR VSE ON THE PROJECT OR DISPOSED OF OFFS:TE A$ 12. CONTRACTOF SHA~..L SCHEDULE WORK AND MATERIAL AND/OR REPLACING ALL DAMAGES, FIELD kNVESTIGATIONS AND ALL F.LSE T UL£ WORK AND MATERIAL DELIVERIES SO PURPOSES ONLY AND FH£ CONTRACTOR SHALLNOT RELY ON THE LIMITED ` • ~ TIES ON THE JQB SITE SHALL BE NUMOEROF PHOTOGRAPHS AS B£IN6 REPRESENTATIVE OF ACTUAL SITE ~ ' ~ .1 '9` ~ ~•s.~ i REQUIRED FOR COMPLETE kNSTALLATION. TO STOCKPILE MATERIALS OR EXC S~yMATER ALS IN THE OTREEf LOWED MINIM 2EDRED MATERiA~ QUANTITIES ON THE JOB SITE SHP 7. EXISTING VALVE DEPTHS ARE MPASURED FROM EXISTENG ASPHALT CONDIT10N5. GON7RACTOR IS CHARGED WITH PERfORMING SITE INVESTIGATIONS TO ASCERTAIN EXISTING SITE CONDIT10N5, n ~ ~ ~e ! F ANCOR VALVE COVER TD THE TOP Of THE OPERATING NUT. THE R3Gf!T-OF-WAYS AT ANY TINE. THE C06T^v4CTOR SHALL PROVIDE A o .__,r,_. „ r. ~ „~o, < <mrvou c nAaa nun , ncernnl nr ruF 1hT1f1Q/.~~7.~,J''rt'i ~a,~IILE: . 6" GATE VALVE BARREL INFORMATION SHOWN IS CALCULATED USING AN INTERPOLATION . CONTRACTOR'S FXPENSE. i c ~AA'vyru ` nwtt pu~3unACE~--~De1 3 M.J.CONNECTfON BITMNDUS PAINT BETWEEN THE TWO NEAREST VALVES. THE GROUND ELEVATION AND/OR ALTERNATE RESTRAINT SYSTEM RESTRAINING RODS NO DATE NO DATE REVISION PUBLIC WORKS COMMISSION NO DATE REVISION / ~q,nC~ °haes•°°• SHEET u GENERAL NOTES PUBLIC WORKS COMMISSION FIRE HYDRANT AND PUBLIC WORKS COMMISSION No DATE REVISION FIRE HYDRANT PUBLIC WORKS COMMISSION N DATE REVISION GENERAL NOTES FAYETTEVILLE, N.C. EY ki• VALVE INSTALLATION FAYETTEVILLE, N.C. 10/23103 REVISED NOTE tw ADDITIONAL GENERAL NOTES FAYETTEVILLE, N.C. FAYETTEVILLE,N.C. Iry111111 6 4 4t~~, DWG. N0. w. 3 DWG. BY PWC WATER RESOURCES SHEET N0. OWG. N0, W.1 Z DWG. BY PWC WATER RESOURCES SHEET NO, DWG. NO. N.1 DWG. BY PWC WATER RESOURCES S'E NO. SHEET NO. DWG. NO. N.1 DWG. 13Y PWC WATER RESOURCES 20F2 DATE JAN, 01,2005 APPROVED BY J.E.G. ENGINEERING DEPARTMENT OF 8 DATE JAk. Oi, 20 RPPROVED BY JE ENGINEERING DEPARTMENT °F DATE JAN. Oi, PPtOVER BY dE ENGINEERING DEPARTMENT oF7 DATE JAN 01, 205 AFIPROVEDBY =.G. ENGINEERING DEPARTMENT I IT FILE NAME: FNCC.DWG FILE NAME: FH NOTES.DWG GENERAL NOTES 1 GENERAL-NOTES-2