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Home My WebLink About19970656 Ver 1_Site Plan_19970723 (2) 54' 12' MIN. C RISER BLO K C ETE CON R INSTALL COLLAR WIT CORRUGATIONS VERTICAL CONTINUOU WELD 4 26' . • 1 PIPE O.D. y1 I 1 1 • ~I • 1 I WELD BOTH 0 0 0 ? ' ~ SIDES I/2' X 2' SLOTTED NOI.E CORRUGATED METALS FOR I/8' DIA. HOLES SP ~ c0 B WELDED TO CENTER BAND 9 t II • 30 C~1P 2' 0 0 o I o 0 0 SECTION B-B BAN I ~ 26' f~ CONTMUOU WELp u • 30 C~1P NOTES: I. CALLAR TO BE OF SAME GAGE A5 7HE PIPE WITH WHICH IT IS USED. ONS AND B I . ~ I 2. THE LAP BETWEEN THE TWO HALF SECTI 54' BETWEEN THE PIPE AND CONNECTING BANDS SHALL • ~ ~ ~ 1. • BE CAULKED WITH ASPHALT MASTIC AT THE TIME OF ( . : INSTALLATION. 3, EAGN DOLLAR SHALL BE FURNISHED WITH TWO I/2' DIA. RODS WITH STANDARD TANK LUGS FOR CONNECTING COLLAR TO PIPE. YATION OF UNASSEMBLED COLLAR ELE - IL A 0 C P M D NOT TO SCALE ~r R K BL CR ON C NOT TO 5CALE 28' ,4 10' 12' MIN. TOP OF DAM = 143.5 OUTLET PIPE ATER SURFACE ELEV. = 143.1 TOP ELEV. OF SPILLWAY = 142.5 IOOYR.W 4 4 PLAN 10 YR. WATER SURFACE ELEV. = 141.1 I I ANTI-SEEP COLLARS CONCRETE BLOCK RISER (2 REQUIRED) SEE DETAIL CLA55 I RIP-RAP LINING OUTLET PIP 24' TOP OF RISER = 136.5 INV. OUT 133.4 10' BENCH WATER SURFACE ELEV. 134.0 230' GMP BARRELS NORMAL _ u 5`~ ~ 11 - FS-2 FILTER STONE 12 I I~ I I~ I I „ _ VC I ERTED ~ I~ I ~ I ~ - SUBLAYER 3' BEDDING THICKNESS I ~I I - r ~ I I I I~ I~ I Ilc ~ - ~ I-1-111 1 ~ OR F - ~ I _ 4 cuT oFF , ~ I I- ~ TRENCH, I - II I ~ I~I~ 1 ti I - LOATATION -I I ~ ~ SECTION 1 ~ ANTI F ~ 1~~ ~ ~ 132.48 " a R I I=etACK I.0 DEEP X - I i~ I I'-1 I I ~ - ' I G=11 I I AIL C ET OUTL III '--I l r-+ ~ ~ ~ i a NOT TO SCALE AIL D E R UC 0 ND PO N NOT TO SCALE SCALE SHEET N0. DATE: ~ ~ NORIZONTAL~ DESIGNED MGR 0 Outlet Structure and FACT014Yb I UHtS car Hnnrrnk,H ~E ~ = 3900° VERTICAL: DRAWN MGR #Mqa4&0~EM PLANNERS • SURVEYORS Sai Sanitary Sewer Details SMITHFIELD, NORTH CAROLINA DWG FILE a „~7~ GNECKED mvz ENGINEERS 5625 Dillard Rd. Suite III, Bldg. I of 2 Cary, North Carolina 27511 pESCWP?IONS DATE DATE PROJ. ENG. ADS REV.NO. REVISIONS / ~ / r. - - _ - - 68" RCP UNDER ROAD ~~~uc~r._, ~a~N s INV. IN 133.25 ' coNC. Hw I. OBTAIN GRADING PERMIT 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE TOP 151.65 i i - - - - ~ ~ ~ ~ ~ \ INV. OU ~ , _ _ _ ~ ~ ~ ~ AND SILT FENCE AS INDICATED ON THE APPROVED lay. ' I ~ \ ~ I 8 DIP " ~ ~ ~ . ~ ~ \ \ \ PLAN, TEMPORARY MEASURES SHALL BE INSTALLED AND INSPECTED PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. REMOVE I ~ \ _ RIP Ex 24"RCP 3, OBTAIN CERTIFICATE OF COMPLIANCE THROUGH r _ _ _ . ~ ~ \ \ \ _ ~ - - _ RAP IN DITCH INV.sl33.84 ON-SITE INSPECTION BY TOWN INSPECTOR. 24" RCP REMOVE EXIST. INV. OUT 133.34 4. REMOVE EXISTING BLOCK SPILLWAY, EXISTING 24" / 1 \ \ - _ _ 1 RIP RAP RCP DRAIN PIPE, AND EXISTING RIPRAP SPILLWAY. I \ \ \ _ OVERFLOW` - 5. EXCAVATE EXISTING DETENTION BASIN TO THE _ -pd - ELEVATIONS INDICATED ON THE PLANS. INSTALL _ - _ 8' x 4' RISER AND 2 30" `~---L_._ d7 - - ~ ~ CMPS AS PER THE PLANS. 1~~ ~ ~ qi - , ~ ~ ~ ` 6. GRADE EMERGENCY SPILLWAY TO ELEVATION 142.50' ~ ~ ~ \ AND LINE WITH CLA55 B RIPRAP. I I ~ ~ \ \ I ~ ~ ~ ~ ~ ` 7, SEED AND MULCH DENUDED AREAS I I I ~ ~ 1 A \ \ ~ W THIN 30 DAYS / ~ AFTER FINISHED GRADES ARE ESTABLISHED, II ~ ~A 1 I~A\ l~,A I ! ~ ~ 8. MAINTAIN ALL SEDIMENT AND EROSION CONTROL II ~ \ II \ I i / \ III ~ \ 1 ~ ~ ~ ~ \ ~ MEASURES UNTIL GROUND COVER IS ESTABLISHED I / VA \ \ \v v I I / \ \ \ ` \ ~ ~ AND REMOVAL IS APPROVED BY OWNER AND ERO 10 I I / _ ~ ~ \ V~1b \ I ~ ~i ~ CONTROL (E.C.) INSPECTOR, I i ~ ~ \ ` ~ \ ~ I ! ~ ~ ~ ~ 9. REQUEST FINAL APPROVAL BY E.C. INSPECTOR. 1 I ~ \ 1 \ 1 I I ~ / ~ vA \ v \ a I ~ i u ` ` I I ~ \ \ \ \ \ 1 1 1 ~ , vv VA \v v A~\~ ~ I ! \ I I ~ \ \ \ \ ~ I I ~ ~ i \ \ \ \ ( I ~ \ \ \ I ~ I _ ~ \ \ \ \ \ \ I I I / ~ \ \ \ \ \ ! \ ~ ~ ~ I I / \ ~ / ~ \ \ \ \ \ \ \ \ \ ( I i ~ ~ \ \ \ ( ~ ~ ~ ` I 1 i~\\ \ \ \ 1 ( I f 1 , \ \ \ \ \ \ ~ 10' BENCH \ ~ ~ ~ ~ ~ ~ ~ I SEE DETAIL SHEET 2 ~ ~ ~ ~ ` ~ I l \ \ 1 ( ! I I - \ \ \ \ ~ ~ ~ ~ ~ \ \ \'f6 ~ I i ( / / ~ ~ \ \ \ \ \ V A \ ~ \ \ \ ( I I / ~ ~ \ \ \ \ ~ ~ ~ ~ ~ ~ ~1 } I I ~ \ \ \ ~ ~ \ \ I ~ / ~ ~ f \ ~ \ \ \ 1 \ 1 ~ I ! I / ~ ! 1 1 / ~ I I \ \ \ \ I II I + \ \ \ 1 REMOVE REMOVE EXIST. / / ~ ~ ~ f ~ I I i I _ \ \ \ 9 I I ~ \ \ \ \ 1 ~ TOP 8 OCK 24 RGP / / ~ ~ I I I I I 1 1 ~ \ \ ~ SPILLWAY 139.53' INV. IN 135.20 ~ / / ~ ~ 5.5WX5.5L ~i I I I I \\\1\\ I ~ / / / i' (I I ( ~ \\\1\i \ , 1\\\ _ ~ i I I \1111\ I III \ ,11 I I I \\I\\1 111 11 \ ~ / ~ I III \ I I 1 ( I \\\111 1~1 11 1 i'ce' \ / / / I I II - 1 1 , 1 1 \ I l l r -----~o-___ I \1\ 1 \1 1\ 1 / ~ / 1 1 1 1 1 ~ \1 \ I 1 1 1\ 1 1 ( ~ 1 1 1 \1 1 \ ~ I . 11 1 I I• / ~ 4~ Y?. .11 W~~ w.k..iki ~..~t^1'x s.~Fr ~ 1" i} r i ~ 4 ~ ~ 1,-~ . \ ' I I I ( \ ` \ 1 1 1, " e . `rte ~ r/~4 ~ , I I I I I ~ 1, \ \ \ \ \ \ ~ ~i~~~i~ \ ! , ~ ii i ( I ~ ~ \1\ 1\11 \ \ I I 1 ~I ~ \ ~i~~~ j~ ( ( I , IIII VIII \ \ I it t ~ 1 I ~ III , IIII II I 1 \ \ I it I / , , ~ I \ \ / ~~/ice I I / , III III 1 \ \ \ I II ~ ~ ~ I \1 III ~ ~ ~ / ~ f I I I I ~ \1 1 11 1 ~ I / / ~ ~ ~ ~ I I I I 11 I / ~ I I 1 1 I I / ~ / i fl l \1 1\ i l k ~ ~ ~ / ~ ~ III 1 ~ ~ 1\ I III ~ , 1 I: 1 1 ~ A 1\ \ I ~ jai i~ , ~ i i II? ~ ~ / ~ ~ ~ III 1 1 I \ \ I ~ ~ ~ ~ ~ ~ I. REFER TU DEl'AIL 5NEE.~TS FGR SEEDING I I I I ~ / 1? ~ 1 ~ \ 1 \ ~ ~ i ~ ~ ~ SCHEDU III ~ ~ ~ , I I I \ \ \ ~.~`i ~ 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR III ~ ~ ~ ~ ~ ~ 1 \ \ \ ~ ~ \ OFF-SITE DISPOSA \ \ ~ ~ ~ / L OF ALL WASTE MATERIALS I \ ~ \ i ~i ~i ~I~ AND FOR OB AI I II ~ _ ~ ~ ~ , ~ \ \ \ 1 ~ i~ ~ \\\1 / T NING APPROPRIATE PERMITS \ \1 \ / ~i ~ ! \ Il FOR OFF-SITES \ \ ~ \ ~ ~ I TOCKPILES AND WASTE AREAS. I I - ~ ~ ~ ~ ~ ~ ~ r I 1 I III / ~ ~ ~ ~ , ~ ~ / 1 \ I it / t . ~ ~ ~ / , ~ I I 11 1 \ \ / / 1 \vl WASHED OUT AREA III ~ ~ ~ ~ ~ / / t ~ / \ 1 \ \ ~ \ / / ~ / /j I (I 3, ALL EROSION AND SEDIMENT CONTROL MEASURES I I , ~ , ~ , , ~ ~ / , / / I I ~ \ ~ / ~ ~ ~ SHALL BE MAINTAIN I ~ ~ \ \ " ~ / - \ / ED AND REPAIRED AS ~ ~ ~ 4 ~ 5Q. ~ ~ ! NECESSARY TO ENSURE PROPER FUNCTIONING, E SHALL BE INSPECTED AND REPAIRED / l ON A ~ ~ - ~ - T LEAST A WEEKLY BASIS AND AFTER / / EACr• ~ ~ RAINFALL EVENT OR AS DIRECTED BY I / ( THE T f ENGINEER OR EROSION CONTROL PERMITTING _ AUTHORITY, i / / / ~ / _ _ _ _ _ _ 4. REQUIRED SURFACE AREA = I,0 ACRES I \ PROVIDED SURFACE AREA = 1.2 ACRES I i / / 5. REQUIRED STORA = GE 2.8 ACRE-FEET / PROVIDED STORAGE = 3.4 A CRE-FEET - SDC1N_ \ ~ ~ / / / ~ / i ~ , ~ ~ TOP 145. TOP 145.9 L / / / , ~ / / ~ ~i / i~ ~ , , , ~ ~ , ~ QpJ / / , , , ~ / ~ ~ `,fir Strucfire to be remov ed / / / ~ , i ~ / ; / ~ i l Pr drain o~osed 8bvcture ~ i / / ~ ~ i ~ ~ r / / ~ opoeed tan Pr outlet otec Pr / / ~ ~ / / / / / ~ ~ . 'C / / ~ ~ ~ NORTH r / PJtii / ~ o~ / / / i p~% / / / ~i ti 30' 15' 0 P 30 60 / / ~ ~ / ~ i / ~ / / / / i ~ / / SCALE: I" _ ' 30 ~ / / /i ~ i / / ~ / i / ~ i DESIGNED MGR I ~1 v DRAWN MGR Detenti( DATE: 30 JAN 1998 tX-ALt SHEET NO. ; e HORIZONTAL: e Basin Design *Mqa4&CMM FACTORY STORES OF AMERICA MCE PROJ tt I3190001 I0=30' i CHECKED MWZ ENGINEERS • PLANNERS • SURVEYORS i . f 5625 Dillard Rd. Suite 117, Bldg. I REVAO. DESCRIPTIONS DATE VERTICAL: SMrrHFIELD, NORTH CAROLINA DWG FILE tt 748p7p01 i DATE PROJ. ENG. ADS Cary, North Carolina 27511 ISIONS No of: 2 i T. _ _ _ _ _ _ . ~ ~ ~ _ , , s, ..x, ,rte m F t ~1 ~ ~ ~x,,.. ,,}-1-~ ' N~~ EDDIE NARpIN~ >4oM T~ .r0 4 , ~E~ ~ P~ cP Exist C'1N P~~ ~`i -r- f'•1 ~ i i ~ ,J i ~ r I I ~/X%~ II~~~I III it ~I~i~~~ii'~~~I~I~~~' EiP / ~ I I ~ ~ j i t i ii i i I f ~i ~ a I .r' ~ 1 \ ~ i, ~t~ w7t 11'1 o ~ R . ~",.3.C0' ~ • W u ~ ~ ~ ~ • x7.~' ar Y F, 6 J \ , P t ~ t 1 . ma o0 I Force Main ~ / I ~ /i ~ ( ~ ~ ~ ~ ~ \ ~ SP 20 Utility Ea_.,ment f ~ ~ I (Exist. ) ~~x~ ~ ~ ~ ~ ~ f ~ 15 14 ~ `-20' Utifit;, Fac?ry,an± d I ~ ~ r ~ 5C~ Drainao? 4 Utility Easement (Prop. ) I ~ ~ ~ ~~Prcp. ~ ~ , ~ 1 ~ i ~ ~ t I i lit;l~t,, _ ..~~1,o~t ~ t 1 ~ ~ ~ (Exit ) Ear ! F ~e4'II'14~ _ ~ ~ ~1 J~i~~ i - L--_ L--~ ~ I ~ - i , i 16 13 - , ~ i i f ~ li - .i ~ I ~ ~ - ~ ~ W 7_ + - - i W U I i i~ A 2 W r ii i„ N ~ Z p W Z 17 ~ 1 i ~ Z AA _ ~ ~ is k _ l'.: _ ~ ~ _ I ~ - T ~ TOTAL GN-SiTE WETLAND AREA :151,076.39 SF 3.47 AC ~ ~ I i~'n I WETLAND ,4RE,4 TO BE FILLED 28 749.6 SF 0.66 a.C ~ i + ~ I I //~i/~. LOT I: 1, 749.93 SF ~ LOT 9: 2,708.83 5F ~ ~ ? ~ ~ i 2 LOT 10: 14,506.84 Sf i ~r ii % • ' LOT II: 5,824.35 SF - - 6 LOT i2: 1,745.37 SF ~ I ~ 18 LOT 17: 2,204,28 SF ~ II I WETLAND AREA TO REMAIN: i22 336.29 SF 2.8i AC E i ~ LOT 9: 1185.21 SF I ~ L01 10: 9, 317.52 5F I ~1 I nT IF1fl~~ 104 24~~,n~~ i ? f ! ~ 1 (J ~ LOT II: 7,588.0 SF } EXCLUDES PREVIOUSLY PERMITTED ' ~y ~ ~ ~ a • WETLAND AREAS WITHIN EXISTING R/W. 1111111 I I ? E ~ I I iq I EXIST. WETLAND AREA TO REMAIN i ~ ~ i % ~ , ; I W N AR FI EX ST. ETtA D EA TO BE LLED ~ nt / WETLAND AREA BOUNDARY et PP ~~p 42.46 PP ~ ; 33 .P ~ ~~yy i 7dd.K Y ~ 1 iil~ ~ 31r ESP l sl~~- i ~ , . - ~ '-i LOT NUtiBER 46~ - - 4x1.09 ~ ,d,.- , _ nn ~ 6llf- ~ i ~ ~ p II a,0 ~,o . ' ~~1 NORTH 100' 50' 0 100' 200' SCALE: 1" = 100' SCALE S+JEE ~ DESIGNED ,IP,f DATE: 22 4PR 9? , .,..T , HUKILUN I AL: DRAWN JRF 4p, MCKM&CREM, THE PAF Site Development an iE PARTNERS EOUITY GROUP Overall MCE PROD. tt 13180001 CHECKED. ADS ENGINEERS • PLANNERS o 5URVEYOR5 SMITHRE 41THFIELD, NORTH CAROLINA 'VERTICAL: 12 DWG FILE 748P7502 5625 Dillard Rd.. Suitt 117, Bldg G n%a ~T DATE PROD. ENCi 5-" Cary North Carolina 27511 REV.NO. DE5CRIPTION5 D E .a t• 4 Of.:, ~?fie.. ~ - - w . "f r .c S ;r 'n.-a. - -•~~t'(av...--~----==•'r...+.~.++•kw.•mw ~Y: :XW3t~Rdr..3~jw.:..'~" _ ~ ""-*`i _ `I-MMz 4 t..: 10,