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HomeMy WebLinkAbout20081362 Ver 1_Maps_20080918h PROJECT ENGINEER ROADWAY d HYDRAULICS HART U]' E ENGINEER K/ ~ , ylvester . eciva, - ~ ~ SENIOR PROJECT ENGINEER ll,~ ~ ~ BRAGG ~ E; ~ j n::~ e Fox, T s, - - ~ ~ , h HOKE ST ST P PECT AV s. ~ _r Av I ~ ~ F l ~ ~_r. ] - ! 1,:, fit "$c oPARMER of ` ~ a' ` ~ O 11 000 F ~ a?~ ~p $T t RT A!/ G 18E w ~ ~ W CITY ~ o E fAR~I ~ v ~ 4. ~y ~ opA ~ ® PA 2 3 ® ~ ~ r B t ~ueERr sT F ~ +n ~ LUF ° \Y\~ i ~ , fa 1 f Pii I :J k.1 4 II T SC ~ ~ ~r- ` f~ f, 4 ~ - 1; F 2 1 AEG ~ SrABIISNED ~~v r ,a s.us ~ ' \ ~v~9 s`"" ~;;f ' ~ ~ n~ , _ ~?7 , ~ ts~~~~~1 if~a~ 7~ y ; y t, (u : ~ ~ iii E;B t ;;l„ ! ; iii ii , \ ;i ! :ir'\.E \ 7i~';2 . it h2, ti`\E••" !!:j El;l:i: ..1.,l:" ..v i ) l:it:;i `E;Z:~. :..1: , j,(n •„4„t2tii 7:iy2 ;:;Z ;2;~\! 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"y. l;2, Ei•~; tE;l• i;fi E „yl,,,,,,,y„\ , ;;t` ~ :Eit ,,,,\,.y i~ l .,.y y„ ?j ii i;;7i, § pv, e,;a; ,N;, v, ;ii',,,,,II Ica u,; ~ , \\\\\ii v ;;E; v„ v, ,,,v, : \iS;4,,,•„.`,,. ;S` \lit,y`Ilt ;i :;;$E;;; C;;E~~\n,;t\:i\ \ Z, •.~\;i '.1~;i 7~;, ,;;h1;,~Ci ;;tEpySKt;C;~,~, :i ~y:°?..... ~Fl;,y jai;°iZ \.....w , y~, ,v . y.. i .fir.,,, b. ~ i i . ` ....w..... A ~ ~ J ~ ` L7 I l C® T F F C C E ~'~i i I ~ ~ . , v _i A~~ 'T i~~~ ® L~ ~ SEP ~ X008 F ® I S 9 ~~~l~i•V~A'~C1~QUW.IYY G y~~~pfidDSAPd~5TORMWATER8~Pa1CN J. RUSSELL ALLEN CHARLES C. MEEKER CITY MANAGER WiLYOR PROJECT DESIGN ENGINEER ROADWAY & HYDRAULICS ENGINEER y vaster ev , SENIOR PROJECT ENGINEER . e F®~ I N D E X O F S H E E T S CONSTRUCTION NOTES: 1. EXCAVATION AND CONSTRUCTION SHALL PROCEED OCEED - ACCORDING TO THE LATEST OSHA REGULATIONS. Se SHEET NUMBER SHEET 2. LOCATION AND ELEVATION OF EXISTING UNDERGROU NOERGROUND UTILITIES ON THE PLANS ARE APPROXIMATE. VERIFY VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES BE ITIES BEFORE CONSTRUCTION BEGINS AND COORDINATE WITH THE THE ENGINEER FOR CHANGES. THE CONTRACTOR SHALL SPOT ALL SPOT CHECK ALL PROPOSED STORM DRAINAGE CROSSINGS W[T I NGS WITH LEGEND 1 TITLE SHEET EXISTING WATERLINE LINES. ADJUSTMENTS OF STORM F STORM DRAIN INVERTS W[LL BE MADE BY THE PROJECT ENGINEER. WEER. 3. COORDINATE WITH UTILITY OWNERS FOR LOCATION OCAT I ON OF PROPOSED EDGE OF PAVEMENT Z INDEX SHEET. GENERAL NOTES. EXISTING UTILITIES AND WORK W[TH THEM TO REMOVE 0 REMOVE EXISTING EDGE OF PAVEMENT CONFLICTS. L E G E N D 4. Nor ALL EXISTING UTILITIES ARE SHOWN ON THE ON THE PLAN. PROPOSED CURB d GUTTER THE CONTRACTOR IS RESPONSIBLE FOR LOCATION OF A ION OF ALL EXISTING UNDERGROUND UTILITIES. "'CALL NORTH CAR ORTH CAROLINA EXISTING CURB d GUTTER 3 THRU 4 TYPICAL SECTIONS ONE CALL" (TEL# 1-600-632-4949) 48 HOURS PRIOR S PRIOR TO ANY F F C C P M T F=F = T EXCAVATION WORK ~N THE SITE. SLO E LI I t ILL, C CU l 5. INSTALL TRAFFIC CONTROL DEVICES AS PER MUTCD E R MU T C D. x--~--~ FENCE FORMED SHALL PP 1 THRU PP 8 PLAN AND PROFILE SHEETS 6. ALL MATERIALS FURNISHED AND WORK PERFORMED S CONFORM TO CITY OF RALEIGH STANDARDS AND SPECIE D SPECIFICATIONS. SILT FENCE 7. THE CONTRACTOR SHALL RECONSTRUCT DRIVEWAYS VEWAYS PIPE 1 THRU P I PE 3 P I PE QUAN I T I ES IN sucH A MANNER as To PROVIDE A SMOOTH TRANSIT TRANSITION a EXISTING EASEMENT TO EXISTING. - EXISTING RIGHT OF WAY DRN 1 THRU DRN 4 DRAINAGE PLANS ' ~ PROPOSED RIGHT OF WAY EROSION CONTROL CONSTRUCTION SEQUENCE: TDE TDE TEMPORARY DRAINAGE EASEMENT EC 1 THRU EC 8 EROSION CONTROL PLANS 1. FLAG THE WORK LIMITS. 2. CONSTRUCT EROSION CONTROL MEASURES AS SHOWN A. PLACE SEDIMENT FENCE. PDE PDE PERMANENT DRAINAGE EASEMENT SHOWN ON PLANS. b~~ EXISTING SAN. SEWER LINE ~ Q ~Q XSC 1 THRU XSC 28 CROSS SECTIONS B• CONSTRUCT CULVERTS. BLOCK 8 GRAVEL INLET PR ROCK PIPE INLET SEDIMENT TRAPS. AND TEMPORARY SEDIMENT DAMS. NLET PROTECTION, ~ IPORARY ROCK ------N--------• EXISTING WATERLINE ° Q~~ tip C. BEGINNING FROM DOWNSTREAM END. CONSTRUCT ST DRAINAGE PIPE AND INLETS, PLACING BLOCK 8 GRAVE RUCT STORM EXISTING GAS LINE 8~ GRAVEL INLET ss PROPOSED SAN SEWER LINE PROTECTION AT ALL INLETS. D. GRADE SITE AS REQUIRED 8 PERFORM ALL NECESS CONSTRUCTION ACTIVITIES FOR ROAD W[DEN[NG. MAI ADJUSTING EROSION CONTROL MEASURES AS NECESSAR E. STABILIZE DENUDED AREA VIA THE SEED 8 MULCH NECESSARY w PROPOSED WATERLINE NG, MAINTAINING & 'ECESSARY. EXISTING PIPE W & MULCH PROCESS. 3. ALL EROSION & SEDIMENT CONTROL MEASURES SHALL E S SHALL B E ~ PROPOSED PIPE INSPECTED WEEKLY & AFTER RAINFALL EVENT. ONCE SE ONCE SEDIMENT W HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF EPTH OF THE DITCH W -J TRAP. ALL SEDIMENT SHALL BE REMOVED. AND THE TR RESTORED TO ITS ORIGINAL DIMENSIONS. ALL SEDIME SHALL BE PLACED IN THE DESIGNATED DISPOSAL AREA. THE TRAP ~ ~ SEDIMENT REMOVED CREEK Z H- ~ ti t~ AL AREA. Woos ~ ~ 4. AFTER SITE IS STABILIZED. REMOVE ALL TEMPORA SEDIMENT CONTROL MEASURES 8 SEED & MULCH DISTUR 5. EROSION CONTROL DEVICES REMOVED FOR CONSTRUC PURPOSES SHALL BE RE-INSTALLED AT THE END OF WO EROSION CONTROL NOTES: TEMPORARY EROSION 8. ~ ~ DISTURBED AREA. HEDGE O ~ W ONSTRUCTION ~ ~ D OF WORKDAY. PLANTED AREA /LANDSCAPED AREA ~ Q O CONTROL POINT i-~ SHRUG W ~ I-- 0 • TREE ~ Q ~ ~ ~ a POLE W/BASE 1. REFER TO STANDARD DRAWINGS SHEET FOR THE THE CONSTRUCTION DETAILS OF EROSION CONTROL DEVICES. DEVICES. W ~ U POWER POLE J 2. BEFORE CONSTRUCTION STARTS. A. INSTALL SEDIMENT FENCE AS SHOWN ON THE PLA IF DECIDED TO KEEP TREES ALONG THE FENCE LINE, THE PLAN. GuY WIRE ~ ~ ~ CE LINE, THE ~ ~ FENCE SHALL BE ROUTED IN FRONT OR BEHIND TREE 8. ]NSTA~L CHECK DAMS AND TEMPORARY SEDIMENT AS SHOWN ON THE PLANS. ND TREES. TRANSFORMER ~ DIMENT TRAPS Q Q SIGN /MALI SOX ~ 0 C. ALL EROSION CONTROL STRUCTURES / DEVICES M MAINTAINED THROUGH OUT THE PROJECT CONSTRUCTI ACCORDANCE WITH THE NORTH CAROLINA EROSION VICES MUST BE TEL PED ~ U U STRUCTION IN ~ 'S I ON FIRE HYDRANT AND SEDIMENT CONTROL PLANNING AND DESIGN MANU 3. WORK SHALL BE PLANNED TO ALLOW FOR M[N[MUM DE GN MANUAL. ~ ~ ~ N I MUM DENUDED WATER VALVE AREA. EXCAVATION MATERIALS SHALE BE PILED WITHI TEMPORARY CONSTRUCTION EASEMENT OR EXISTING RIGH D WITHIN THE ~ ING RIGHT OF WAY. ® WATER MH ~ WATER METER SPRINKLER HEAD O SAN SEWER MH oarE: --i--i---- ® SAN SEWER CLEANOUT CADD TECH: JEN CATCH BAS 1 N CHECKED BY: SAP DROP INLET W/GRATE TOP REVISIONS N0. DATE FES SCALES NOT TO SCALE PROJECT NO. P. W. 2009-04 SHEET NO. 2 DRAWING NO. Sh t2- I nf o. dgn PROJECT DESIGN ENGINEER ROADWAY 8. HYDRAULICS ENGINEER yV~S$~T ~rV 9 SENIOR PROJECT ENGINEER ® e FOx, (NOT TO SCALE> 'ET LLE THE T R/W 60` R/W R/W (NOT TD SCALE) 1' S' 3.5' q1' 3.5' SIDEWALK R/W 60' R/W R/W 18' 20.5' CdG 6.5' 33' 9.5` 2.5' , 2'i 6 SIDEWALK 1q 14.0' 16.5' 8` ASPH PATH M ~P~ CdG ~ 2 z , , ~z /FT. 2° M 2.5 ~,P~' ~,P ~y /FT. .4 /FT. 2; ~ qk. ~~z'/FT. a p V . a d ?°a pt9 0 a d a p1v . a d 1 d / a4a d`° 1 4° 1 p,J1 2° d e d DI a ~a d d o d pl a d dd pivp a 4ao va dapv o a daDlvad oD vdaotv<DlaldaDly da C DI Mqk ,pp,l~ I~q'/FT. ~~4'/FT. ~'a'/FT. ' 1 M a a o o v a o v e o a s v a o e e a e a a a° o a o 0 o a a o o v e a ° a a a v .1 vv++~` u p ~ d o° ° ~ ° ply a eD. ° Q° d e° ~ d e° 1 Cd° Qe° ~ e° i e° Ak. NOTEt NO SIDEWALK Z° a° a°° Qao a°p e ° a a ovoa o a v a a d D D dp~Q 4 P D Pd piVoa D p ° aaD > ° 4aG °e C a1QDp `°\~\vs °p9a pp~9p 0 STA 17+gg.55 TRRU STA 19+50 COMPACTED SUB GRADE COMPACTED SUB GRADE DE CAL T - - A® 11+ ®74 + A 1 M - - STA ® 34+50 TO STA ® 35+65 VA A M T N VA A H H A ~ N A A RIAB~E RIGNT OF WAY WIDTHS H THROUGH TA~ISITIO~ AREA b~~p H N P A - - A® + + TAPER R/W FROM 60 ~ TO 50 ~ ~ A 1 ~ STA 37+04®00 ,/f~ F M 1 A TO STA ® 37+86 ®00 A w AYETEVLE ST T ~ (NOT TO SCALE) z R/W 60' R/W R/W (NOT TO SCALE) ~ ~ ~ 60'R/W STA 35+65 TO STA 37+04 ~ (f~ I'~ g.5' 33 3.5' R/W 50` R/W STA 37+86 STA 45+42.27 R/W Q ~ W 33 3.5' 1q.0' 76.5' 6.5' CdG ~ ~ , Mq 2.5 ~P 6 SIDEWALK ~o ~ 14.0' 16.5' C8G ~ , , z /FT. 2• C8G ~P VuV ~q /FT. ~Q /FT. ~ 2.5' 2.5' ~P'~ 2• a d ?ea pla d a d a olv ` ° a° d 1 d , ad d`° I 1 se M e lod da d Ia d dd Dlaa a dopvn daDv oodoDlvadaDVdQO1VpOeold A~, ~~z/FT. 0 OQoa oaoV a o a s a o a e a~ ° e o e a e a aoo vat J ~P e , 2;~ u~u a ,a a Dlaea ~ a a d i a d ~ e° e° de° ~ e° e e° Mgka o° ,Dd°QaD a ,o °dV a4 p~ d o 4a°w 4°p° pod°poVDO °pa4 v~°°D~ a ppea o apV a o D D vo.~_ a° O 0 4 o a D° ~oo~ d0 -[\T\ T\-T\ a s V D COMPACTED SUB GRADE V COMPACTED SUB GR~ W CTED SUB GRADE ~J ~ ~ -J - M - 1 + + A PI AL C ~ ~o ~ F ~ - - L- STA® 35+65®00 TO STA® q5+q2®27 ~ ~ ~ ~ ~ ~ z W (NOT TO SCALE) YETTE LLE S ET R/W R/W 60 R/W (NOT TO SCALE) 9.5' 33' 9.5' 6.5' 33' 11' DATE: 14.0' 16.5' ' 6' SIDEWALK CdG 8 ASPH PATH 14.0' 16.5' 10' C dG 2.5 ~P~ ~ 2: y , &G ASPH CADD TECH: JEN Mqk i .1 ,tij 2.5 y,.' i z / k, .z /FT. ?.5' GREENWAY ~P 1 . ~P ~IVUV~/~! ~4 /FT. ~~a /FT. p'~ ~'a„/FT L ~'2//FT~ 20 CHECKED BY: SAP ~'q'/FT. ~ 1 d ?e I d a d 1 ? a ?s as a A \ / \ , 2' ea a d aDVo d > a dv dd 1 d e da Dlv d dao10 dad VI ed aDIVO° 1 aD ol`° 9k. e~ X Y~~ dru® a o~Qea d oaoly a o e e DVoa e O as a °a oaaao a eaD~ ~ da 2° oa ada a a a°° pw d e° o e c pw u a° d .'po d ~ ada de° ' o e° Mqx~ T C 1 n' c D ,ad dD d ~o d 44 plop o da Vp d4pV olds o~aDd ap Vd°o~p°pvD~d tI~~I JL OIVJ o a oo ve 4 Dlv o a 4 pVOC o VpV ° e p D a o ° D o°-~ p e, -\T\c\ N0. DATE COMPACTED SUB GRADE COMPACTED SUB GRA ;TED SUB GRADE I I S~A~ES NOT TO SCALE F HUM -L- 5 IA. Z4+UU I U 5 IA- .Sy+bU FROM -L- STA. 43+93® 03TO STA. 45+21 ®54 PROJECT NO. P. W. 2009-04 SHEET NO. 3 DRAWING NO. 02012PM2.dgn PROJECT DESIGN ENGINEER ROADWAY ~ HYDRAULICS ENGINEER yvester . ~erciv SENIOR PROJECT ENGINEER ® ~ l~ I (NOT TO SCALE) R/W 60' R/W R/W (NOT TO SCALE? R/W 60' R/W R/W 1 5 3.5 q1 3.5 ' SIDEWALK 12.0' 12.0' 14.5' 3.5' C 8G 31.0 9.5' 2.5' 6.0' 6.0' CdG 13' 15.5' i 1 2.5' P /FT. ~ /FT° ~ , ° z /FT. ~ ° 2 z i~„ ~ ~z /FT. 2° ~ ~P ~~z /FT. Z. ~~q /FT. ~~y'/FT° ~ ~ M ~ e o 1 d oo a s 1 . ?o ° ?4 ° ?e ~ e 2° °Dpe d D ° ed°DpD 4 D <ap dd 1 d e d°Dipdd pl d d lO?D DI ?0 1 DI`4 d M^IL 2°~ °dpDSaDI Da°DIDo c ?sc DI 4 .0 p O p Dt ao c ?e 4 ao i v O c ac Q.v as s d o 0 1D 4 Qao 4 i o Qa , 44 DIQO p BODVp dp D~a >p 4cD°Voa aD1vep 0'Qp° >1a D1 d A DI o pDQ c Daop epDg c o s o p o p e p o > c o 4 o p pDD~Qop4~ opa cpv e 4 D4O1p ° DIpD° d D°OIp ° e D s D8e° D ° D D°°pnp°D°°pD pD 4Di DDlpD a. Oip p°o °Qlp X, l° e 4 p p ° CTED SUB GRADE COMPACTED SUB GRADE COMPACTED SUB GR. TYPICAL C I M -Y - + + 1 A 1 FROM -Y6- STA. 1 1 +q0®20 TO 15+50 b~~ Q ~a ~ ~ O ~Z ~0~~ (NOT TO SCALE) (NOT TO SCALE) R/W 60` R/W R/W R/W q1' 3.5` 60' R/W R/W ~ 9.5' 6.5 , , 12.0 12.0 1q.5 31.0 3.5' ~ 6' SIOEWALK C&G W 13` 15.5' 2.5' 6.0' 6.0' CAG 2; ~ C ~G ~ . ~ P~,. Mq 2.5 2.5, ~ t ° 1 z i, i ~z /F T ° Z ° ~p'~ ~ ~q'/F T ° ~,P a /FT. ~q /FT. 2:l .1 ~ ~ ~ a ?e 1 a ?e a a DI .e a ?a d ?e 1 ?e ° ?e 1 e 291 p D ~ , p 4 .op Dtv 4 .o c 4 c Dlv . .o c a° 4 ee. ' 4 no 1 cop ep. i dae 1 ' ~ .4 , ~ryn • ~ l ! I 2° ° d pD a I D° ID a° Q pD d I D° dp ad DI d as D p d a 1 d 1 ° 1 e D pD D D aDp e°d°DIpDdODp4nDlp°DgDld°Dlp d°a plp MQk° o D° D° p° DpDa D° p° e D e ° D ° D 4 e D ° D ° D DD e ° ° pD a D ° o p o p D'Q c D~Q e a Q o o p D~Q c o a e4 D,B o p o a p 4 ®o p p Q p Qo 4p p o ®000 pQ io p DQ oDIao43 a19 o pp p p'a O O COMPACTED SUB GRADE COh COMPACTED SUB GRADE PIC L T N 1 ww o FROM -Y7- 1 1 +00 TO 13+72 ®25 ~ ~ ~ F -Y - + + M T 1g ~ U w~ W ~ ~ ~ w~ Q ~o U ~ Q Q ~ z w (NOT TO SCALE) R/W 60' R/W R/W 3.5' 31.0 3.5' 13' 15.5' C8G DArEr Mqk " . ~ /FT. ~ i z i, , ~z /FT. 2° CADD TECHt JEN P~° a /FT .4 /FT. 2;1 ? doo 1 0 ?e ° d 1 0 ?4 ° oe ?e oe Z,~ O D pe d D° D O° D pe d D° dp dd d D da Dlp d d pl d d DI D DI 1 D I d` CHECKED 8Yt SAP ~ e°olp° Dlpe° d D°Dlp° D D D DpD° D ° DD4°p eaD° p d° pd°Dp° IDId°Dlp Doda Dlp A,~. D° a 4 D ° D°° DD pD ° D ° RE V!SlONS N0. OA TE COMPACTED SUB GRADE SCALES -Y - + + T A 11 T 1 NOT TO SCALE PROJECT NO. P. W. 2009-04 SHEET NO. 4 DRAWING NO. 02012PM2.dgn ,yb e 4 2 Ob 3 I ; ° I ~ o~ 1':.m i I, ° ' 1Q0 I ^ ~ I.: .o f`- i 1 ' N:' a;' 000 `+TN ' j ° I , r ~ ~ ' , ~ , 2Jr, ° ~ m b i; °00 i 1 r,, -L°PC t3a ,95 ~ , , a \ ' q , ~ e ~A ~ ~ ~ ' " 'r ~ti\ i . .r : e ~ ~ I ee ~ 7 r M . I : G,~ / " e : ; 'o to ee® ~ e ® ° z.o I ` ®o , , ~ or , • ° ' Po6h !0°93.41 t; I I i ~ m . ~ ~ . ~ ee. ` •o ° ' s i s a a` e j 3 I 7 : ~ ~ S 0, ° ~ < ~ ` `~y • z~•~ I vo.oo 's ` ~ ~ , ~ _ ~ C ~ ` . I rn _ ° ~ ` i , ~ f~ Path 60.00 R ~t , .t. 67.77.36 22.51.! TCE e e . y1 f ° ; : ; , /J <; - r ~ / 'Loper 41o thru 19 50 • . 0 ~e®e y~~\\,\ ..Pas O 0 r~F ? e \\h,~ \ " s r~F o , ~ ~ . 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DATE• _ 241 , _ ; . . M. _ , _ _ . < _ r , _ . 241 CADD iECN• JEN 2 ; 39:. _ , : 2.39.:::::. CNE CKED BY: SAP _ _ _ _ _ : 7 237 _ . _ : , REVfSIONS _ _ _ 235 , _ . a..., . ~ 3 _ _ _ _ 1~ _ 5 N0. DATE _ . ~~i 233 _ _ _ _ _ _ _ . _ 233 ...:..2.3.1..:. ,:_231__.:::, _ _ _ _ _ _ _ _ _ 229 229 _ _ _ _ ; . . ......2.2.7,.. _ _ _ _ _227. SCALES 225 225 HscA LE 1" 40' _ _ _ _ ::...22.3:. _ . 223 LE 1 " = s' 221 221 PROJECT P.W. 2009-04 2.1.1:... . 219..... SHEET NO. 217 217 PP 1 DRAWING NO . 21, 1000 10450 11000 11.50 12-00 12.50 13.00 13.50 14-00 14.50 15¢00 15.50 16®00 15.50 15.50 17.00 17.50 12.00 15.50 1900 19.50 20.00 PL PR 1 -Fay. dgn 2 ~ ~ ..............,'Y2•~T'..a0....... ~ m ~ ; ~ ~ ~ o O r _ v m ~ .:.;:a~~ ~ : a' A ;~~ra ~ ~ ~L ~ ~ s, A _ ~ i \ ~ ~ ~ \ ~ ~ 1 t a 2' ~ ~ 7;2 :7;; `V ~ i? 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Q 2a1 _ _ 281 .....25.8......:... , : : _...259.._ ~ _ _ ~ 7 _ _ 25 _ ; . _ : 257 :.:...25.5 255 253 _ 253 _ _ ..25.1..:...... _ , _ 251. _ 248 _ _ 249 :::...247 . _ 2.47.:: 245 : 245 243.,... : ......243..... oarE• 241 _ _ _ _ _ . _ . ? 241 CAOD TECH• JEN - 2.38.:.:. 2.3~:::: CHE CKEO BY: 5AP 7 _ 23 , _ 237 REVISfONS 2.35... _ . _ 5.. ND. DATE _ 233 _ . . : 233 ::::231.:::. .:::2.31-::: 228 _ : _ _ _ 229 _ _ _ 227........ . ...:..227....... SCALES . 225 ' 225 HscA 223.:.::::.: 223 tE e' : - L22 . rrc 221 P. W. 2009-04 . 219 SHEET NO. 217 PP 2 DRAWING N0 2000 20.50 2100 21.50 22.00 22+50 23.00 23.50 24-00 24.50 25.00 25.50 25.00 25- 25.50 27-00 27-50 29.00 29.50 29.00 29.50 30.00 PLPR2-Fay. dgn ' > . ~ ~ s F ~ ~ \ : BEGIN . , N TR TIN ~ ~ COS UC 0 , -Y3- STA,II.08~68 ~m 1 ~ ~ ~ a Q , ~ :'CONSTRUCTION o; . ~ ~ ~ ~ v! 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V~ = ~.~4 . 271 ~ Z Q 289 _ _ _ _ _ ~ ~ 259 F-- .:._.2.87. _ _ _ _ " 285 _ r 265 u. , . ~ Vii' :::2.83 , _ _ _ _ ~ 263 ~ 261 _ _ 261 ~ O .......259..: . ` . ...259..,.._. ~ ' 25 s , _ ; 257 255 ' . _ _ ,...:..:255..-.. 253 _ ; 253 _ _ _ .:...:.2.51 .,4. 5 7® _ : . 2i ~ 0 251 _ _ _ 249 .2.47... 247.. _ _ 245 _ _ _ _ _ P1, . T A X44.... 245 _ a 2.43. _ 1 _.~~0.®0. . 24 241 ; _ , . , . _ _ _ : X s.. < _ ~ ~2. . _ _ _ 241 CADD TECH: JEN 239 ` - _ . 2 23 _ - _ 7 ECNED BY: SAP _ _ X80:00 237 REVLSIONS ....:.2.35 _ 2.3 No. oa rE 233 233 ,._.2.31 :231.. 229 : 229 ....:.22.7 _ _ .........2:2.7.._.... SCALES 225 , . ; , 225 HscA _ 22.3 . VSCA - _ 223 LE t" - B' 221 PROJECT 221 P. W. 2009-04 219 21,9..... . SHEET NO. 217 217 PP 3 215 g DRAWING NO. 30.00 30«50 31«00 31.50 32.00 32-50 33-00 33-50 34-00 34-50 35-00 35-50 36-00 36-5C 38.50 37400 37.50 30.00 33450 3900 39.50 40.00 PLPR3-Foy.dgn A+,~ ~ ' ~d ~W ° •C° CUR L4 •C° CUR L4 a Pi St® 42°6!23 P/ Sto 4 23 ~ ' Q • ~ . 41' 34'!RT 29'41 34'fR 1 D e 1x27'33' ° 1x2133° u~: C • 259.99' t ~ 259 ~ .:ei ;;,y : ~ T • T 133Ar 133,Or R R ~ 500.00' °500.00' c : , \ i Y ~ °C•PT 43° 22 : : , : Pape POLE , r- : ~t . > d •::m „ ~ PAF w - .::..i ~ W . ' a~ f/`=P/N~e 4 . y gry h M ~af raJG : "t - / ~(p4 4 ; ` ~ ~ .3&~ B-B LE ST. 33- A ~ , z , ~ ;i m.~ _ ~ :~~~,_-y~-_..,,~ _ : ~ ~ ~ o , 46 , r ~ \ ~ b° qG tCF r.:: ~ . ~ \ OWE m • ~ ; 47 o i . 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W. 2009-04 219. SHEET NO. 217 217. PP 4 DRAWING NO 40.00 40+50 41.00 4150 42.00 4250 43.00 43-50 44400 44.50 45.00 45450 215 45450 46400 46450 47400 47450 PLPR4_Foy. dgn .y. ~ PI S1o /8®13b1 ®®22° 02' ....(LTA.... .r,. ~ TIE TO ~~o EXISTING < ~°~~32~~57° •Y8- ' ~ ' PI St® !0°58,22 C ~ 23082° ' T ~ l16.8~5y'ye ~ ~ ~ ~ ° 18'52' fLTI ~ R ° dIK/ vAll 83 D ° 38'11' S0' L ' 99e9t' pwE ~ p T 2993 ~ : °~.,z,o 'w~ ` .l R 50A0' n' : o . , _ H W 0 Y PC 16 96,T6 3 •Y•PT 19~06J1~ ~ ~ ~ - ; 3° 5= Flo W XI~Pf?T t 2 s X25 ~ Ito l3°0562 P S -Y8•POT !!°28 ; 1 ~8 ~ ,96° fRT TIE TO ~ . 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DATE 254 _ _ _ _ _ _ _ _ 254 2.5.2.. _ _ _ _ _ :.25.2, _ _ _ . _ _ 250 _ _ _ _ _ . _ _ _ _ _ . 250 _ _ ......2.4.8. , _ _ _ _ _ _ LES _ _ _ _ _ 246 _ _ _ _ _ _ _ _ NSCALEA " 40, 246 _ . _ _ _ :.:::2.4:4... _ 24.4 LE t" s VSCA 242 . - PROJECT „ . 242 P W 2009-04 . 24.0 240 SHEET No. 238 238 PP 8 t> . 230 . DRAWfNG NO. 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15.50 36... 15.50 16+00 16+50 17+00 PLPR8_Sum.dgn COAdPIITED BY: DATE: 7~V ~y ~i ~V - ~l Jl ~Il i~ w~'iJi CHECKED BY: DATE: LIST I'V'ES, El:~~'" ~ ~;,~!.~~LS, ETC. (F~ ~'~'~~~'~S 84" A111 Z ti ~SiRUCNRESE~ O U1 N r c ti ti o ~ o o ABBREVIATIONS: U 00^ Z 2 W CBE COLTI~v~Sxatl ~w O O O U O M tD w a. v M ~ " 'Y^ ° ~ o C>B. CATCH BASIN z y a m a ca: e ~ ao~ i- ~ N~ o 0 0 °o ~ o ~ ~ ~ o o ~ ~ N.0.1. NARROW DROP INLET ~ ~ ~ ~ `z _ m w ~ D. DROP INLET ~ wwc=i w > w CLA55 Ifl R.C. PIPE ~ ~ ~ ~ m v LINEAR F.E.S FOR PIPE M ~ o z° m o a a a r M.D.I. MEDIAN DROP INLET z a w o ~ , a ~ wFLL ~ w ¢ (UNLESS NOTED OTHERWISE) FEET ~ # tt # U Q W W k # ~ ~ ~ ~ o ~ F- U " w M.D.I.(N.S.1 MEDIAN DROP INLET o o °z ~ a N c a s ~ ~ (NARROW SLOT) ~ ~ a A 8 ~ h y I- F- = a a ~ ~ a m a m 00 a ~ :°D a ~ J.B. JUNCTION BOX ti QQU N K Q W W d ? z °z o 0 3 ~ a~ o a w M.H. MANHOLE _ ~ F o o ~ ~ T.B. D.J. TRAFFIC BEARING DROP INLET N J Ulm > > O r • O O m O V~ V~ Z W Z Z o Q a i ~ N v U ° w ~ ~ w c a T.B.J.B. TRAFFIC BEARING JUNCTION 80X N N J ll') c> w a z ° oai 12" 75" 18' 24" 30" 36' 42' 48" 54" 84" 12" 15" 18" 24" 30" 36" 42" 48" 54' 84" m ~ p ~ ~ ~ a ~ ~ z o w - o $ o a > a E o~ ~ v O O ~ U ~ N w Z W J ~ O U U V ~ ~ ~ J w J O ad W U O O ~ O LL ~ - Z W W J J ~ ~ > 3 3 ~ ~ w O L 1185.2 40.3 LT 1 2 234.32 235.72 5.048 25 o m o~ m ~ °z °z o o REMARKS w w U v a L 12.04.6 34.4 LT 2 3 235.72 236.40 0.783 83 1 l 12.90 20.5 LT 3 4 242.22 236.60 244.00 8.956 80 1 L 1373 20.5 LT 4 246.70 ~ v ~ ~4 L 10.62 20.5 LT 5 6 230.80 232.20 2.072 65 D ~o L 11~i6.3 35.0 LT 6 L 10.87 20.5 RT 7 8 231.80 232.60 1.614 48 L 11~50Jt 23.9 RT 8 9 232.80 234.00 2.635 42 L 1208 20.5 RT 9 10 23829 235.80 240.80 3.028 160 1 1.0 L 13'72 20.5 RT 10 11 247.82 243.00 254.20 5.865 186 1 0.3 L 1560 20.5 RT 11 12 260.51 255.70 256.00 0.704 41 1 L 15'63 20.5 LT 12 13 259.50 256.20 263.80 3.214 234 1 L 18.03 20.5 LT 13 14 267.30 264.40 265.80 1.209 115 1 L 19.19 17.74 LT 14 268.50 1 L 2155 39.13 RT 15A 15 263.60 265.80 9.409 17 1 L 2155 16.5 RT 15 i6 270.94 266.00 267.00 2.899 33 1 L 2155 16.5 LT i6 17 270.94 267.00 267.20 0.465 38 1 0 L 21'98 16.5 LT 17 18 271.35 267.40 268.50 1.410 73 1 ~ L 2276 16.5 LT 18 19 272.11 268.60 268.80 0.579 33 1 ~ ww L 22.75 16.5 RT 19 272.10 1 ~ w ~z Q ~ ~~o L 2520.4 36.5 RT 20A 20 267.90 268.10 0.889 12 1 j Z Q L 2522 16.5 RT 20 21 274.20 268.10 268.50 1.014 36 1 ~ W L 2517.4 21.0 LT 21 22 272.00 273.60 3.195 46 W ~ a ~ ® ~ ~ Y111~50 15.5 LT 22 23 277.83 273.80 274.20 1.227 30 1 ?~W Y111.50 15.5 RT 23 277.83 1 DLL" ~..J o ~ L 28.44.5 51.0 RT 24A 24 259.50 264.50 14.691 27 1 --,I ~ J v~ L 2840 16.5 RT 24 25 271.93 268.80 269.50 1.783 37 1 1.4 ' L 28.37.3 21.9 LT 25 26 269.80 271.20 2.328 58 ~ J Y2 11.40 20.5 RT 26 27 274.50 271.40 271.57 0.400 40 1 II~,, I W Y2 1138 208lT 27 274.62 1 I~'' ~.I L 32*31.3 37.8 RT 28A 28 251.43 252.50 5.203 14 1 l 32'30 16.5 RT 28 29 257.00 254.00 254.30 0.563 51 1 Q L 3229 36.0 lT 29 30 254.80 255.10 1.800 i6 Y3 12.36 15.5 RT 30 31 258.47 255.30 255.50 0.615 31 1 DATE: 10/27/2006 Y3 1236 15.5 LT 31 258.68 1 CADD TECH: JEN CHECKED BY: JLR L 33*85.5 53.7 RT 32A 32 241.50 242.80 3.421 32 1 REVISIONS L 3387 16.5 Ri 32 34 255.63 243.00 244.80 5.217 33 1 i,g N0. DATE L 3387 16.5 RT 32 33 250.00 251.00 1.760 52 l 3387 16.5 RT 33 255.70 1 L 3387 16.5 RT 34 35 256.09 245.00 246.00 4.298 20 1 0.3 L 3403.6 31.9 Li 35 36 250.00 251.00 3.796 24 SCALES HSCALE Vd 11.5 15 5 RT 'iR 95F Qfl i VSCALE s PROJECT SHEET 1 PIPE QUANITIES 1116 586 98 32 26 2.7 2.1 3 1 1 P. W. 2009-04 SNEE T NO. PIPE 1 DRAWING PipeToblel.dgn COMPUTED BY: OA TE: ~'y ~y 7(~i ~V `i/~~ 1l ~ll w~~~ CHECKED BY: DATE: LIST OF 1"'~~~".ES, E11tDWALLS, ETC. (l~'.~~~? 1'' ~'ES 84" A z ~ N r V ti N Z 4 FSiRUCiURESE O O 00 Z Z nx~WOxi~ip S~iiL ~ a o m ~ ~ ° ~ A88REUTATIONS: # ~ ,n o CO. . V ~ O O U ~ o # o C.B. CATCH BASIN o ° ~ • ~ ~ N•0.1. NARROW DROP INLET o w >~U a a z o 0 0 0 0 0 0 ~ a - m °m w ~ D.I. DROP INLET ~ ~ w w CLASS Itl R.C. P[PE LINEAR F.E.S FOR P]PE tt u x a ,°h o ~ z m ~ a d a ~ M.0.1. MEDIAN DROP INLET z a W o ~ , # # # ~ a ~ o ~ w w M.0.1.(N.S.) MEDIAN DROP INLET o ~ r=- w~LL ~ w ¢ (UNLESS NOTED OTHERWISEI FEET ~ 0 0 0 °z ~ a N v a s ~ ~ (NARROW SLOT) ~ w ° i'i J a A B o a F F 2 H Y H h ~ ~ ~ ~ a a ~ C0 d Y m w ~ J.B. JUNCTION BOX J Q Q U °z oz °z o ~ ~ m a W o a ~ w M.H. MANHOLE F F ~ U o o W o ~ a ? T. B. D.J. TRAFFIC BEARING DROP INLET c~om > o ~ 0 0 o ma o ~n v~ Z F z z w w ~ U ~ ° ~ ~ J ° a T.B.J. B. TRAFF]C BEARING JUNCTION BOX N J ~ ' VI oai `n 12" 15" 18' 24" 30" 36' 42' 48'• 54„ 84„ ~Z„ ~5„ ~8„ Zq„ 3~„ 36„ 4z„ 48„ 54„84„ VF .Z. ~ a z ~ $ a U a Q ~ ~ O O O ~ U Vt W z W J m O U U U a ~ O ~ J W J ~ od W U ~ U O O ~ p ~ ti.. - Z W W J J ~ ~ > 3 3 V V W m m _ ~ m o °z °z o o a REMARKS o cv ~ p W cv ~ w w U U a L 3486.7 74.i RT 37A 37 245.01 245.30 O.SDO 52 1 L 3485 16.5 RT 37 38 256.27 245.30 245.50 0.591 30 1 1.0 L 3485 16.5 LT 38 40 256.27 246.00 246.80 2.245 33 1 5.0 L 3490 52.4 LT 40 38 41 253.00 257.00 2.105 185 L 3675 16.5 LT 41 261.06 1 a 38 39 253.00 253.20 0.466 40 v ~ RQ Y4 11'63.1 15.5 LT 39 256.58 1 ~U O ~ ~ L 4533.2 37.1 LT 42A 42 236.40 236.60 0.989 13 1 1 L 4537 16.5 LT 42 43 241.62 236.70 236.90 0.576 34 1 L 4533 16.5 RT 43 44 241.51 238.10 238.70 0.492 121 1 L 4414 16.5 RT 44 44A 242.53 239.40 239.60 0.456 42 L 4414.1 26.6 lT 44A 44 45 238.70 239.10 0.631 60 1 L 4350 16.5 RT 45 46 243.74 239.30 240.00 0.456 151 L 4190.1 19.4 RT 46 47 242.21 242.56 0.500 68 1 4.6 m L 4118 16.5 RT 47 48 253.21 244.00 246.50 3.846 39 L 4119.1 23.9 LT 48 52 250.80 252.00 1.730 66 1 (~n v J L 4050 16.5 LT 52 53 256.48 252.00 258.00 4.800 120 1 L 3925 16.5 LT 53 260.99 v J 48 49 250.20 250.30 0.912 8 L 4125.1 32.4 LT 49 50 250.50 251.00 2.777 15 0 ~ L 4107.1 31.9 LT 50 51 251.20 251.40 1.600 9 ~ L 4094.6 31.8 LT 51 ~ w~ a O ~ J Y 7466.9 64.6 RT 54A 54 244.60 250.60 4.634 122 1 s ~ ~ ~ Y 13'45 20.5 RT 54 258.42 1 1.8 ~ ~ Q ~n w Y 1469.3 48.6 LT 556 55A 118 w ® ~ cn Y 1433.4 63.5 RT 55A f- z ~ w ~ a~a. Y 1626.7 42.2 RT 56A 56 240.00 241.60 6.055 20 1 lye o 0 Y 1611 20.5 RT 56 57 245.53 242.20 242.50 0.666 40 1 ~ -J Y 1613 20.5 LT 57 245.17 1 ~ J 56 58 242.00 244.00 3.279 56 Y 1550 20.5 RT 58 247.31 1 II~'' W Y 1923.1 43.8 RT 59A 59 234.90 235.20 0.460 58 1 I ~-LJ Y 1927 20.5 LT 59 60 243.75 236.40 237.20 0.639 120 1 2.5 Y 17+97 20.5 LT 60 242.17 1 Q 59 596 237.00 237.60 2.212 24 Y 19'50.3 33.9 LY 598 DATE: 10/27/2006 CADD rECH: JEN CHECKED BY: REVISIONS N0. DATE SCALES NSCALE vnn.~ r . V,~~HLC 6 PROJECT SHEET 2 PIPE QUANITIES 795 87 504 140 118 17 13.9 1 3 1 1 P. W. 2009-04 SHEE T NO. PIPE 2 DRAWING Pipe Tab le2.dgn COMPUTED BY: DATE: qy ~'V p 7~~V ll ~1L ~d 11~11.J~`i.Ji CHECKED BY: OA7E: r'.;1 ~ T OF PIPES, EIVDWALLS, ETC. (FOR PIPES 84" Al i0R OP~IN~CE r N C h ti r o 3 0 o ABBREVIATIONS: O M CD X ~ v ~ Z ~ uCNRES J 00 Z Z >Yi011m Tl iq~Sxltt V O O O (7 # U ~ O ~ # o C.B. CATCH BASIN ° ° w ° v~i N.D.I. NARROW DROP INLET 0 0 0 a J m °m ~°o ~ D.I. DROP INLET 0 0 0 °z m o a d a r M.D.I. MEDIAN DROP INLET ~ ~ W~~' w w CLA55 III R.C. PIPE ° LINEAR F.E.S FOR PIPE tt t tt tt o ~ ~ wiLL w w ¢ tUNL ESS NOTED OTHERWISE) FEET ~ z a w ° d , # # # ,a- w ~ o ~ ° ~ w M.D.1.(N.S.) MEDIAN DROP INLET ~ i" r t- o ° o ~ °z ~ a N c a s ~ (NARROW SLOT) ~ a A 8 ~ aa~ a a a ~ ~ a m nw. ,o a ~ m a cc J.B. JUNCTION BOX z° °z °z o 0 3 ~ w o a s w w M.H. MANHOLE N w ¢ Q w ~ a J UOm > > O r ~ F F ti O o W o ~ a ? T•B.D.J. TRAfF[C BEARING DROP INLET a o in ~n 0 0 o m o ~ Z 2 Z ~ w ~ " ~ ° ~ J N a T.B.J.B. TRAfF[C BEARING JUNCTION BOX c~ w a z ~ J ^ ~ Y J Z > _ ~ $ ~ a U a o~F 12' 75" 78' 24" 30' 36' 42' 48" 54' 84" ~ m . x ~ o w F 12" 15" 18" 24" 30" 36" 42" 48" 54' 84" ~ ~ ~ O O O ~ OU ~ ~ O Z O J ~ O ~ ao a w a ~ o~ ~ ~ U U U a ~ ~ ~ J W J O m ~ U w W J J U °d !Y U O O O ~ - 2 o ~ > 3 3 U v w ~ o m o~ m ° °z z° o o a REMARKS w w U v a Y 21x94.9 27.4 RT 61A 61 251.60 251.70 1.328 1 1 Y 2199 20.5 RT 61 62 255.50 251.80 252.30 0.701 69 1 Y 2203 50.0 LT 62 63 252.30 255.40 4.953 60 Y6 1651 15.5 RT 63 63A 260.44 256.60 266.40 5.737 166 1 Y6 1475 15.5 RT 63A 71 271.90 267.80 270.60 1.820 149 1 Y6 1315 15.5 RT 71 71A 276.93 272.70 273.00 0.923 31 1 0.3 a Y6 1315 15.5 LT 71A 277.09 1 `a Y6 1315 15.5 RT 71 72 274.00 276.00 1.818 105 o ~/D ~ Y6 12'05 15.5 RT 72 279.27 1 Y6 16*51 15.5 RT 63 64 •255.60 256.20 iJ41 32 Y6 1640 15.5 LT 64 65 262.10 256.60 256.72 0.500 20 1 Y 2316.6 45.0 LT 65 66 256.80 257.20 0.946 39 Y 2350 20.5 LT 66 67 261.06 257.40 258.80 0.791 172 1 Y 2532 20.5 LT 67 68 262.27 259.00 260.00 0.588 766 1 Y 27{07 20.5 LT 68 69 264.12 260.40 260.80 0.941 40 1 Y 27.07 20.5 RT 69 70 264.50 261.00 262.50 1.154 125 1 Y 2837 20.5 RT 70 265.55 1 v J v J 0 ~ w ~ .o Q ~ ~ j ~ ~ p jZ`I ~ W W ~ • o0 ® ~ ~ Z ~ w ~ ~ 4. O LL 4, Q O -J ~ ~ ~ W W Q DATE: 10/27/2006. CADD TECH: JEN CHECKED BY: REVISIONS N0. DATE SHEET 3 PIPE QUANITIES 782 323 70 12 0.3 1 SCALES SHEET 2 PIPE QUANITIES 795 87 504 140 118 17 13.9 1.0 3 1 1 HSCALE vcrni c • SHEET 1 PIPE QUANITIES 1116 586 98 32 26 2.7 2.1 3 1 1 PROJECT P. W. 2009-04 TOTAL PIPE QUANITIES SHEETS 1 - 3 2693 996 672 172 118 55 16.9 3.1 6 3 3 SHEE T NO. PIPE 3 DRAWING Pipe Table3.dgn F~'rs Cp ATCH LINE 2700 SEE SHEET ERC 3 I ~ 1 1 a I~;NCPs t z :69 ~ v~ y ~ ~ ~ ~ a2 a t ; ~ b 1 ~ ~ ii i Z ' ~ 4 ~+g'. ,::.,~~a.~, ,,.,ate a\\~ ~ ~ i ~ ~`~i. ~ R~ wvw~ v ~ Q Vi'a' y \ e v~ v~~~ ~rn.,~~,, v v~v y vv vv ~ e~ i~ ~~V p ; i ( ~ , 1 I ~ ` s. ! ~ ~ i ; ~ ~ ~3 aka 1 ~ ~ it e~ ! Z i 'n ? \ ~ ~4 \c ~vv Av 4 tip. ~a, ,°a ~ " 70 e ~ ~ ~ ' , r C'1 ~ } ~ ~ ~ y\ti ~ Vii: ~~~~y , ~ ~ "~tii» ,S 3 ~ ~ ,..1, , 1 ~ i r \ ~ \ mow`... ~ \ ..,,i, w, ' x ` ~ ~ . ~ . ~1 ~ o o ~ Z)d ~ ,,,.,r......w ° .mow ::.v'u ' i .,.J*o, ~ p E- „`~,.,,,.,...,.,,....c,. ~~,",,;:,,.,.M,.,,..,,o,,:;. .'.a V > ~ y~y ~h ~ , y~,,.,»..,...,.,,,.r,.,,,..,,~,......,,.,.,,.,.,....,..,,,.~.,...,.,,..... a :w7; N ~ ` h t. \1\~\\ \ „ \\V~\ a~ a„ l O ` ` ~ \Si. 64 ,:..b: ~ti.~,,,Y y~~~ ~y ~ w,oot~~~me~"' o~..,.~ , ,,ti.~~,.~ ' qq\„~~ ` ~ 4 ';i~ ~ ~~,.,h:~,,w:~.~,,,a,~,,.,,~.., , ~ ~ ur. s . ae:.:~:aa.,: ~ t .f .r~Y.,r ar. t4.F~ ~\~~m°,,. 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Q 111 0 ~I ~ „ , ..,l~d,~\y \h\\t\ha\\ ~ R ~~,yy\,nl~ \ 1»„t\ ny~, \Qi\\~\'4 ,.\t», . T' ° 1y \ v, " m,.,,»,.,,»»»,»,,,,»»,»,»»,»,»»v,»,,,,»,»,v, l v E ~ \\ti \\\a~avu\. 2 a ~ PDE o ~ ~ !9 N fl ~.I „v».,»,» CL 'B° R P R P PDE - I A o m Le ° 3 - 13' w=15' i d=1' 37 PDE CL °B' RIP RAP La=16' t w = 119' CL "B° RIP RAP La=26' ~ { d = 1.5` w=19' d = 1.25' { l W Z ~ W c~ . CJ ~ 's ~ N ` ~ o w W ~ w w ~ ~ W ~ .,\\4 w bit\v~\» \\ttt~' W \\\\\\\t\\a\at\\\\a\\ 5e v 1 ~n\\W\\\\\ ~ t v'. ~t\\~\t\\\t\\ ~ Q ' aC,,. , .aLP : ` ;~D\U\\ .may ~y~~~~~r "~ni, h»,iy~\~ ~ ~ C J w~ADF \\'''•t.. o ~ Z a 42 ~ © Q r ~ 51 a , Cp »„~KS~' =.t~ ~;~1''~'.' i~..~'ii,.i.i' 45 ~ y'tiy`:"~w,,,,», , yP , ~ 4 " ~ ~.,,y~, . r ~ 24 RCP \ r:.:. 4 ' „»».»P., ti.»»,..~, 24"RC w~\.'~?, \ ,h , ,w~~\oj," »f'"eon ,w~~ - ~ ~K'. W~ `yy~yK» h,u»,»,»»,»» ~ \ ,»a»,w»,~»»„ ~ '»a~ J ~ , ~ ~ ~ \ , V „ "K»„y~ ,1 ~ C ~°~o~~KiK ~,AA ~ ° ~ i ,a ~ : »..»,»,»a\,..,»», 1~ ®y: ~:,y»,~>~ ~4 RGP u»\,. ~ ,e"' ~ .MCP _ K~~•~ ~~~~~A\~~>~iy~~~.K v. 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DRN 3 DRAWING NO. 0202 1 DrnSh t3. dgn Q ri(/ S,`j~® i /t t~~ i r I j Y' o... ~ ~ r . a.... ~ I • . 4 a ~a~ -Y \a\ ? 3A 3A \~~h>> o® ~ ~ :\i i tt yr{ ! t F ~ h ~ r t ua~ ,~.,.,e~. ~:..:~~y` ~ v a y~,v``vv~wy v~.~yy ,<5.,~, 64 ~ v~~a ~ ~ \ \`4.\ \ ~ 1 2 o. :?~~ii` 'i 3t ~ ' ~v 63 Q a$ ~ ,y ~ ~~e'i\;~a y Jq~ 4.. 6 ® ~ a$ ; P ra 3 ~ 62 1, , g ; ; ~ ,;=Q ~ r'N®t` , 61 s lA /a < ',gat'/ , W W 0 W ~ Q W ~ ~ W j 3 I Q O ~ ~ W ~ ~ ~ W ~ Q ~ W ? ~ > Q ~ Q ~ O ti W co J ti C~ li DATE: CADD TECH: JEN CHECKED BY: SAP REVfSfONS N0. DATE SCALES HSCALE i" = 40' VSCAL E N/A uan.iFCr P. W. 2009-04 SHEET NO. DRN 4 DRAWING NO. 02021DrnSht4.dgn h PROJECT ENGINEER ROADWAY d HYDRAULICS ENGINEER K/ ~ , yvester ereva, ~ E ~ ~ ~ , - SENIQR PROJECT ENGINEER I 0 R G' ~ I ~ ` ~ ~ i ~ ~ J® e Fo%~ ~ sr ~ ~ ~ 9 ~ 1 ~ ~ r , r - ; e,~ 3 _ d ~ ® o BR H Z ~ a HOKE 3 LEGE ST P PECT AV ~ ~ ~ _ 3 ~ r-..~_-,. - -fi ~ BRANCN } ~ ~ i i ~ T ~ ~ , t ~ y ' ~ 1 Z i I/~~ ' I ~i- ~ ,i `i 1 ~r ~ p~ Q ~ 8c OPARM R i> _R ~ ,mod ' : ~i' 'r' ' ~ ' ~ PROPOSED EDGE OF PAVEMENT ~ 0 ~ _ O ~l OOD ~ ~ ~ Y A~ p ST EXISTING EDGE OF PAVEMENT ~ ~ g 1 RT AV ~i $ ct~eE ~ PROPOSED CURB GUTTER ~ ~ i ~,1 W cirr o EXISTING CUR®~ GUTTER s E FaR~o ~ b g ® i ~ SLOPE LIMIT nt C i~% J~ ~ ~ ~ NueERr sr ~ ~ W~ _ ~ cuFf TDD-~--TDD TEMPORARY DIVERSION DITCH .f ~ ; cif PDE PDE PERMANENT ORaNAGE EASEMENT ~ ' - - - - - - - - - - - EXISTING RIGHT OF WAY sw ~ Ca~:~ W , R R PROPOSED RIGHt OF WAY C~; ~ ~ i ~ G ~ ~ t_ EXISTING DITCH ~t., y WOODS rF^; ,~~I) PL T PROTECTIVE FENCING i t ~ ~ ~iti"a ~ T r Y`~i ~1~F1 s NOT TO SCALE ~ ~ , , SILT FENCE ~~rt~ gyp.. ,~'-y, ; ~a -a C'~ ~r~Y,~ SHRUQ Fd ABItSHED 1 e. TREE ~ ,~F ~..-1 f- 0 PIPE INLET PROTECTION C .5~ t ~ c C2 ~~'I:,:_l . ~ t' ~ 7 { ~ .~~y oq ~ y r ~ t'r ;iii;ii „ 2n ST DARD YARD INLET PROTECTION \ , s,~2 ~ a,y, .~c 22;pc22 i.: ~ iei ~ ii e „n; , ii.2h. 42;2` ~.~Un 2 2.2 . 1..~ `may i~:2r: „M , i:\ l •2 r 222\::~ t lti` ~~.1, ~17:~ i„v. 2;CS; . 2;272;; ..,y ~ \ u3 +2~=` ,.y.. . ;iti:. r.{ ,nun . ,..y. 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SX2e2;2•s4iX;i5022;„;:° ;ay,„:„x~~ \ . y. , \ ;22•,.2,,, y;, ;,:7 . 2.1, ~:;;:<~`.ii ~;;,22,.,:,,:5:7:2.:.:x22:2:2:2: , 1~: ..t • 1111, , . 2••• 1 F A H W RK T 0 MT L G E LI I S ;31: sic::. ...a`i ,,.i,;i „ ,^,~e^ ;;~;;;;,a F: 1....... 5,x72„2sx;5,42 >~:~iiii;i~2;2X,. .,.,2.,5 iii i? i , ;Sx„ 24t,. 2~........... \ ~ ..,:2,. .a r;., ~,.,,.2..:,, '2;8;24 :~2;;; '\i \ ~ • yr ~ _ ; :iii ,;;4i, . ; : ~;;I;~ 2. CLEAR ANO GRUB SITE ONLY TO THE EXTENT R R T L;::~;z. ~ ~raisi ;ski;; ;;,n ~ 12 INSTALL EROSION AND SEDIMENT CONTOL DEVICES BEFORE PROCEEDING ,.~u°...,\.•~<.,...\.........~. L......._........~ _ WITH ENTIRE SITE CLEAR [ N G z,.. 3. CONSTRUCT EROSION CONTROL MEASURES AS SHOWN ON PLANS. ~ ~ v..:.... \ , 1 ..e' ~~`',y; ,......\2 , . A. PLACE SEDIMENT FENCE. . . a•,., ~ .v.'~ P T N , ; , . . PROJECT DESCRI IO , B. CONSTRUCT CULVERTSa BLOCK d GRAVEL INLET PROTECTION, . ~ . ROCK PIPE INLET SEDIMENT TRAPS. AND TEMPORARY ROCK The purpose of this prod ect i s to widen ex ~ st i ng Fayettev ~ I I e Street from a 20 feet ribbon SEDIMENT DAMS. paved roadway to a part 41 feet back-of-curb to back-of-curb !B-B~ and part 33 feet B-B ~h.,..:°~ 2 C. BEGINNING FROM DOWNSTREAM END. CONSTRUCT STORM roadwa w ~ th s ~ dewa I k/mu I t i ur ose ath on one side as we t I as to extend Penmarc ~ Y P P P DRAINAGE PIPE AND 1NLETS® PLACING BLOCK d GRAVEL INLET PROTECTION AT ALL INLETS. ALL PIPE INLETS ARE TO BE Drive/Water Works Street as a 41 feet B-B roadway with s i dewa I k on one side. The . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROTECTED BY STORM DRAIN UNDER CONSTRUCTION prod ect w i I I i nc I ude improving Summit Avenue's grave I street section to a 31 feet B-B • . . . : . . . . . . . . . a . . . . . . . . . . . DEVICE UNTIL BOXES ARE CONSTRUCTED AND APPROPRIATE roadway from G i I bert Avenue to proposed Water Works Street with s i dewa I k on one ~ , . , t-~,.~ s , { l ~ ~ + ~ , r side. Traffic ca I m i ng measures w i I I be constructed a I ong certain areas of Fayettev i I I e ~ v~ ~ ~ ~ ~`l INLET PROTECTION DEVICE IS INSTALLED, Street. The proposed roadway a I i gnments for Fayettev i I I e Street and Summit Avenue ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ ~ I ~ I ~j~ D. GRADE SITE AS REQUIRED 8 PERFORM ALL NECESSARY will. generally follow the existing roadway. Adjustments will be made to the southern ~ CONSTRUCTION ACTIVITIES FOR ROAD W1DENING+ MAINTAINING d portion of the horizontal alignment of Summit Avenue and both vertical alignments to ~T ADJUSTING EROS]ON CONTROL MEASURES AS NECESSARY. V improve design and bring the roadway to current standards. Approximately 10.25 acres ® E. STABILIZE DENUDED AREA VIA THE SEED d MULCH PROCESS. will be disturbed during the construction of this project. The proposed new alignment for T` F. TEMPORARY GROUND COVER SHOULD BE PROVIDED W]THIN NCH C EIS 21 DAYS. PERMANENT GROUNOCOVER SHOULD BE PROVIDED Penmarc Drive/Water Works Street will be constructed in o manner that will meet current WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER. design standards and allow for the minimization of impacts to both a wetland as well as a 1S LESS. Progress Energy Substat2on both located on separate sides of the proposed roadway. 4. ALL EROSION d SEDIMENT CONTROL MEASURES SHALL BE The ro'ect is locoted in the Cit of Ralei h, Wake Count NC. The Fa etteville Street INSPECTED WEEKLY d AFTER RAINFALL EVENT. ONCE SEDIMENT P 1 Y 9 Y Y widening begins at W i I mi ngton Street and ends at Bragg Street. The street i s I ocated ~ j ~r'"`~ ~ ~ HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE ~ ~ i t i ~ l~ 'i J; ~ alon the eastern border of the Caralei h Communit located south of the downtown ~%'d ~ ~ a~~~', _ ~7 - ~ , 9 9 Y TRAP. ALL SEDIMENT SHALL BE REMOVED. AND THE TRAP ~l g F~ 1 . y._ Ra I e i h area. Penmarc Drive/Water Works Street Extension starts at Green Street and . ~r~, a ~ ~ ~ RESTORED TO ITS ORIGINAL DIMENSIONS. ALL SEDIMENT REMOVED ends at Fayetteville Street. This street is locoted along the southern border of the SHALL BE PLACED IN THE DESIGNATED DISPOSAL AREA. Cara l e i gh Community. , 5. AFTER SITE. LS STABILIZED.-REMOVE ALL TEMPORARY EROSION d il~' - ~ I ~ ~ . L< ~ j 1.. ~ ~ I ~ ; t , , 7 ~ _1 ~ SEDIMENT CONTROL MEASURES d SEED d MULCH DISTURBED AREA. 6. STORM DRAIN UNDER CONSTRUCTION DEVICES ARE TO BE USED The tota I I i near foota e of roadwa i s a rox i mate I 6 ~ 600 feet (1 .25 mi I es) . ~~a ~ ~ ~ ~ I' _1 l ! ~ _ i 9 Y PP Y ~ v r . ~ ~ ~ AT THE END OF EACH DAY. S [ T E DE S CR I P T [ ON F® ~'T ~`r `T` F~ I,I,~i 5~~ GENERAL NOTE: The site is generally rolling to hilly. Land use along the northern and western regions of SEE CONTRACT DOCUMENT FOR GENERAL CONDITIONS AND the project is predominantly residential. East of the project is partly residential and SPECIAL PROVISIONS REGARDING EROSION CONTROL WORK. mostly undeveloped and heavily vegetated. Land use along the southern portion of the 1 1, project i s commerc i a l, ® ® SEEDING AND MULCHING, CONSTRUCTION MATERIAL STOCK PILING. AND DISPOSAL OF WASTE AND DEBRIS ON THE PROJECT. Two creeks run within the project limit and are protected by 50 feet buffers. Rocky Branch Creek crosses the northern section of Fa ettev i I I e Street. Fa ettev i I I e Street fu I I ~ ~ = °"'~'~~~'`-~1' 2 Y Y Y 1 encroaches within the 50 feet buffer area of Rooky Branch Creek. A storm dra i na e ~ i '`~a r ~ t ~ ' ! 7~ . t ~ , 9 t ~ d r-' 7 ~ F~+r THE FOLLOWING PUBLICATIONS FROM THE CITY OF RALEIGH ANDTHE NORTH CAROLINA r { outfall exists withi this buffer area. Walnut Creek runs along the southern portion of i_.`' 7"' \7 DEPARTMENT OF TRANSPORTATION ARE APPLICABLE FOR THE CONSTRUCTION OF Fa etteville Street. This section of the roadwa also encroaches within the 50 feet buffer r.=~ a" EROSION CONTROL DEVICES SHOWN IN THESE PLANS UNLESS OTHERWISE NOTED. area of Walnut Creek. Two storm dra ma e outfalls are currents full located within the buffer. ~ s 9 Y Y 1. CITY OF RALEIGH. CENTRAL ENGINEERING DEPARTMENT BOOK OF An unnamed tributary to Walnut Creek begins south of Water Works Street and just i ~ l~~ southeast of a wet l and also located a l on this re ion of the ro osed street. The tr i butar ~ ' l r~ , ~ ~ STANDARD DETAILS® JULY 3. 2000.. 9 9 P P Y , l, ~ H ~ i s rotected b 50 feet buffers. ~ ~ P Y 1 2. NCDOT ROADWAY STANDARD DRAWINGS fENGLISHI AND REVISIONS. JANUARY 2002. SO[LS 3. NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES (ENGLISH):, JANUARY 2002. 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LL twi Q3 wt~F V aC~2G < I- - tea;: UU ~i;; w K w 3 3 2 a J 41 a W ~ a (n Z W i n??, a~w2 ~ J N U W F ~ m ® v,ert v a rc 2 v \ Ui Na , \ ° F x ~W U vv Q•i tiii„ztli;ls O rc d 0 a i a V ~ ; < U 0 N a ij , L?;; 9,;,; ;alt: ~ ~ 3 U Z 3rw W ~I.W C) /i ~i z mz *i.~: ~ iD v~~;A Qw NOZI WOa Jg II d! (7 ~ W W F t7 ~ 2 8 r ~ v I r t} +n 1, X ~WWQ~ CITY OF RALEIGH w CITY OF RALEIGH ~I°~ `~j ~ \ ~`j Z O R H1~IN •N111 ,iC I w N W z PUBLlC WDRKS DEPARTMENT > PUBLlC WORKS DEPARTMENT C[TY OF RALEIGH tt., C]rY OF RALEIGH PUBLIC WORKS DEPARTMENT t~Z~~~t'.; 'w~.,~~>~t' PUBL lC WORKS OEPARTMENr fit`` ~ h www°~ r ¢ Z z to REVISION ATE: 7/3/00 DRAWN BY: Ji w REVlSlON Arf: 7/3/00 DRAWN er: JT8 ~ ~-J~N4V~ .9Z p w ti Z u z WOP 8.04.04 ~ w REV[SION ATE: T/3/DD DRAWN er: JT "•`•1:~``~":'''~`~`~~, i~ ~ ~ REV1SlON AiE: 7/3/00 DRAWN BY: Ji WDP 8/12/04 \„y.-\•,~ . WDP 8/04/04 O 2 w z J JTT 3.6.07 STANDARD TEMPORARY .o-,c .o-,z ~ STANDARD TREE ~a WDP a/DS/m CATCH BASIN ,v'~,~,a;`°'~~' wDa a/o~/o~ CONSTRUCTION ~ W W W` ° w ° ~ ~ SILT FENCE PROTECTION DETAIL H! 2W W JI O WNNaN RISER ENTRANCE ~ J zi ~ sTO. ~ ~o.oz sro® aa.oa STp. 40.14 STD. 40.21 ~ CD ~ ~ o Q ~ o ~ W ~ o w W w ~ w ~ Z S O Z Uz F - ~WJ N XN a~ ~ ~ ~ ~ ~ ~ W~ t:. k: WmU a ~ ~ w Q _ Z a ~ c3`~a~ - w L \ Q U I,' Q: Z / / Y tryv,-. 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DATE ~ U ZWZNmNN~N INFO JN W?W Q ~ = O~OSw=3aZ ~ jOOQ~ 41 v CITY OF RALEIGH ~ ~z~`z~~ wrJ~ ~vY o ~ CITY OF RALEIGH CfrY OF RALEIGH PUBL I G WORKS DEPARTMENT ~ ~ I w w 0~ J z w i z O ~ U~ w PURL !C WORKS DEPARTMENT w O mo~NUO> 'aw rxW Za~~~ PUBLIC WORKS DEPARTMENT W REVISION ATE: T/3/00 DRAWN BY: JT U W N w r J w a pw } O J N O Q o m N R V N ATE: 7/3/00 DRAWN 8Y: JTB ~ Z oadooom ~~w= ® E !S!0 REVISION AiE: 7/3/00 DRAWN BY: JTB 1!1 WOP 9/28/04 p iN„ Z w Z w r w N Y w Y U w S ~ Z ~ wDP 8/12/04 WDP 8/09/04 WDP ~n2/o/ STANDARD CATCH BASIN SCALES - z 3 U w w U w~ o o BLOCK AND GRAVEL DIVERSION DITCH r a a w 0 0~~ o ~ aooao~a~-gym U3m ~oor~ni~n p DROP INLET PROTECTIQN YARD INLET PROTECTION N M ~ NOT TO SCALE STD. 9 40.32 blue a 4 U• 33 PROJECT NO. P. W. 2009-04 SHEET NO. EC 2 DRAWING NO. EC2_DetaiIs.dgn PEE Oul W Co ~ ~ A A JJj ~ ~JJJJJJJ lJl1JJJJ1 Rd+RM i TYPICN. CONC. i'LAREB END SECTRTN NOTE ALL PARTIALLY COMPLETED STORM DRAINS SHALL BE PROTECTED AT THE END Of I S TRIG V I.~ EACH OAY IN ACCORDANCE WITH THESE DETAILS. A A ~i ~ ~ W STEEL FENCE - STEED FENCE POST dTYP.) a POST dTYP.) UPSTREAM END OF STORM DRAIN OVERFt,OW ~ • PpE Du Lo ~ APRON LEN61x w • M+ROx wgrx $ x PIPER YN _iii-ni-iii-yi-ur.'v ° +11-~~+-1~+=~ o , ~+RDN pEPTx PL II-III II-IIIJIEI I~fL-~-III- ~ =TC- 1=~_III-11 III IIL--ilf=~ e ~P ~ a ' a• ° i/3 PIPE I I_I I I~ 11.111_11 ~I I Ia l I I I~-1I I-1I I_ J I ~I I I=1 I1=111=111=1 I ~I I =1 I i=1I 1=111=1 a " ° ` ° ~ F DI TER a' ~a.. ° e. a . ~ a o..,.. 11= X11=I~=111=111=1IIJII=IiI=1I = 1=).~=1II~.~EIII 1=1 I-111=111=~=III: .I I-T~-III=1 11=1 11=1 I ~I I i l i-I I -i i 1=111=1 I III=1 I I I-III-, I III-I -III-III=1 11=1 11=1 ~ ° ~ d Lo I I-I I I~ I I-III-I I I i l-I I ~(1=1I =1 I C-I I I-I I1=1 I1=111=X11=11 =1I I X11=71I~ I I-1I 1=1I I: =i1~111=~If=iTf-~T~111=III=III=III=1f(=1-If=1T~lfl-III- - - ~ ~ 0 me b. li III_I _111=Iil,lll_III-1 WASHED STONE FILTER i. a .e. Q' n ° e ~ ' SLOPE o x_ s`Ow ACROSS PIPE INLET f4TER t ~CTI - i l l-1 I I-1 I I-1 .I I I-111=111-111=III 'I I1=III=III-1((= NOTES: III-~ ~ ~ ~ ~ ~ ~ I-~) ~ ~ ~ I ~ 1=1I I-111=1I I-I 11=1I III-III-III-I I .111..-1I I.I I I=1 ~I=1I I~ I - - - - i F ~ ~ ~ ~ _ ~ I I-III-III-III- SEE E OIAE OR ~ ~ ~ ~ , -iii-iii-i I i-III-I i I-III-I I _I I 1=1 I I I I_I I I_I 11= Q ~ Q ~ ~U i Tx T LLa 6 6ENG O? xE APRON. 9URY ®OTTOM Of WOVEN WI WOVEN WIRE o ° ° S~EG'~ I A-~ 2. 1.5 TRIES TxE STONE OMwEIER BuT 1~4 LESS TxNm 6'. ~~J tJ~Q~ f4TER ~,ANTET Rd WELL~DEfNEO AREAS.ExTEND TF$ APRON {!P TxE L BANDS TO ELEdATR>T7 OF ABOdE TxE TP$RATER pEPTM TO TxE TDP Tt$ wlRpIEYER IS LESS. NOTES ~ A.A F4TER BI.ANtET OR v49ER s gip R6STALLEO ~TWEEN ixE s TqN. SEE TE SCxEOU.E FOR ORAE • S. RF+RAP D ExTEND UP AROIAIO ENO OF . L Lo B T~ LENOTN Of THE Z.4 ~ 43 tROES fxE AIA%RRM STONE Our+rkTER BpT 1~1 LESS TxAN 8'. ~W ~ ~ A f4TER ~,ANKEi QR i4TER FABtbC SxOUi.D BE WSTALLED BETWEEN 9xE RaPRAP Alq SO4 Fp1AgATQP1. W ~ ~ a. RIPRAIP SNOULO ExrEND Lp AND ARO{IJD ENO OF PIPE. W W W ~ ~ J ~ I°- J ~ ~ ~ PIP I T P T T ~ PI A L L ® I ~ ~ f~- I HA L ~ m~ STORM DRAIN ~ O ~ INLET PROTECTION ~ p W W W GRAVEL CURB INLET SEDIMENT FILTER DEFINITION Q W ~ ~ A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN ~ ~ ,J A. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2" .5H WITH 1/2" OPENINGS SHALL 8E PLACED DROP INLET. CURB INLET, OR PIPE INVERT. Z OVER THE CURB INLET OPENING SO THAT AT LEAST 12" t BOTH THE INLET COVER ANO THE CONCRETE GUTTER IMEA~ AT LEAST 12" OF WIRE EXTENDS ACROSS ~ W Q E GUTTER IMEASUREO FROM THE INLET PURPOSE Z ~ Seedin and Mulchin OPENING). B. STONE SHALL BE PILED AGAINST THE WIRE SO AS TO AN IE SO AS TO ANCHOR IT AGAINST THE TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PR]OR TO Z O ~ Q GUTTER AND INLET COVER AND TO COVER THE INLET OPEI Permanent Seeding Schedule NCOOT #5 WASHED STONE. THE INLET OPENING COMPLETELY. USE PERMANENT STABILIZATION OF THE DISTURBED AREA. ~ C. CHECK DEVICE AFTER EACH RAIN. REPLACE WASHED STON Z Z Z J :E WASHED STONE IF IT CLOGS W[TH SEDIMENT. CONDITIONS WHERE PRACT [CE APPL 1 ES W ~ ~ Shoulderso Side Ditches. Slopes (Max. 3:11 Seeding Preporotion WHERE STORM DRAIN INLETS ARE TO BE MADE OPERATIONAL BEFORE PERMANENT D ~ ~ STA81L1ZAT10N OF THE DISTURBED AREA. DIFFERENT TYPES OF STRUCTURES ARE AP- 3 O Date Type Planting Rate 11 Chisel compocted oreas and spread topsoil 3 inches deep over odverse soil WASHED GRAVEL F aSHEO GRAVEL FILTER PLICABLE TO DIFFERENT CONDITIONS. conditions, if available. Aug 95-Nov 1 Toll Fescue 300 Ibs/ocre 12" W[RE MESH ~ W U 21 Rip the entire area to 6 inches depth. / ~ SEDIMENT LADEN RUNOFF ~ (J Z .N RUNOFF a®,ap~eE~agae5~~ga ~ SILT FENCE DROP INLET SEDIMENT FILTER ~ ~ tJ ~ -M r 1 T II Fescue and 300 Ibs/acre '~6 Nov 1 a a ~ ~ qqg,, FILTERED WATER A r zz i e R e 25 1 bs/ocre ~ ~°4° b u y 3I Remove all loose rock, roots. and other obstructions leov;n surface ~ 9 0 T II F 1 / r smooth and uniform. Mar 1-Apr 15 o escue 300 bs ac e e ao~ a eaa •o A. U.V. RESISTANT (BLACK) GEOTEXTILE OR EQUIV. FABRIC CUT FROM A ~ [ V.. 0 ~ CONTINUOUS ROLL TO MINIMIZE JOINTS (MUST HAVE AT LEAST 1) . NOTES: APPLICABLE AT CURB INLETS WHERE PONOINC .a ~ ~ B. STAKES SHALL BE TREATED 2"x 4°, 2°x 2" OAK, OR EQUIV. METAL ~ I" I ~ 41 App I y ogr i cu I turn 1 1 1 me, fer t i 1 i zer 9 and super phosphate un i form t y and mix IN FRONT OF THE STRUCTURE IS NDT LIKELY TO CAUSE SEDIMENT Apr 15-Jun 30 Hulled Common Bermuda gross 25 Ibs/ocre WI th 1 I I I 1K . INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES. Sa S8e be OW 1 UTILITIES. OFFSITE PROPERTIES OA UNPROTECTED AREAS. DIMENT a° WITH A MINIMUM LENGTH OF 3.0 FEET. CONCRETE G CONCRETE GUTTER CURB INLET C. STAPLES SHALL BE OF HEAVY DUTY WIRE AT LEAST 1/2- INCHES LONG. ~ LL,II- Jul 15-Aug 15 Toll Fescue and 120 Ibs/acre 51 Continue tilla e until a well- ulverr'zed• firm, and reasonabl uniform D. STAKES SHALL 8E SPACED AROUND THE PERIMETER OF THE INLET A J ~ MAXIMUM OF THREE FEET APART AND SECURELY DRIVEN INTO THE GROUND ~ J Browntop Billet 35 Ibs/ocre g p y seedbed is prepored 4 to 6 inches deep. BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER VT FILTER (MINIMUM OF 1.0 FOOT). ~ Slopes t3:1 to 2:11 E. A TRENCH SHALL BE EXCAVATED APPROX. 4" WIDE AND 4" DEEP ~ ~ ~ 61 Seed on a freshly prepored seedbed and cover seed lightly with seeding a. TwD CONCRETE BLOCKS SHALL BE PLACED DN THEIR S1D1 I ON THEIR SIDES ABUTTING THE CURB AT LIJ ~ ~ ~ 2" x 4" STUD SHALL BE CUT AND PLACED AROUND THE OUTSIDE PERIMETER OF THE STAKES. ~ Mar 1-Jun 1 Sericeo Lespedeza 50 Ibs/acre equipment or cultipock after seeding. EITHER S[DE OF THE INLET OPENING. a 2" x 4" STUD 'ER BLOCKS TO BRACE THE FRONT BLOCKS. ~ 3 tSCOrifiedJ Ond THROUGH THE OUTER HOLES OF THE SPACER BLOCKS TO I 71 MUIch immediately after seeding and anchor mulch. FRONT BLOCKS ARE PLACED ON THEIR SIDES ACROSS THI DES ACROSS THE INLET ANO ABUTTING THE F• USE 12 GAUGE WIRE, 4"x 4" DR 4"x 2°. ~ WIRE AND FABRIC SHALL BE STAPLED TD THE WOODEN STAKES W ~ ~ fMOr 1-Apr 151 Add Toll Fescue 120 Ibs/acre (Mar 1-Jun 301 Or Add Wee in Love rocs 10 Ibs/ocre SPACER BLOCKS. p g g 81 Ins ect all seeded areas and make ne ess r r airs or r in within B. HARDWARE CLOTH DR COMPARABLE WIRE MESH WITH 1/2" p c o y ep eseed gs OVER THE OUTSIDE VERTICAL FACE (WEBBING) OF THE IESH WITH 1/2" OPENINGS SHALL BE PLACED (FABRIC FASTENED TO THE WIRE AT THE TOP WITH WIRE TIES) ~ ~ ~ IB[NG) OF THE BLOCKS TO PREVENT FILTER WITH 8" OF THE FABRIC AND 4" OF THE WIRE EXTENDING INTO Q Jun 1-Se 1 Tali Fescue and 120 Ibs/ocre the planting Se0san. if possible. If grandstand Should be over 60~ STONE FROM BEING WASHED THROUGH THE HOLES IN THE P HOLES IN THE BLOCK. THE TRENCH. THE HEIGHT OF THE FILTER BARRIER SHALL 8E ~ ~s Browntop Millet. 35 Ibs/acre damaged, reestablish following original lime, fertr'lizer and seeding rates. C. NCDOT #5 WASHED STONE SHALL BE PILED AGAINST THE :D AGAINST THE WIRE TO THE TOP OF THE 15" M[N. AND NOT EXCEED 18". BLOCK. G. THE TRENCH SHALL BE BACKFIELD WITH SOIL COMPACTED OR SCE WASHED STDNE IF IT CLOGS WITH SEDIMENT. CRUSHED STONE OVER THE FABRIC. Sep 1-Mar 1 Sericeo Lespedeza 70 Ibs/acre 9I Consult Conservation Inspector on maintenance treatment and fertilization D. CHECK DEVICE AFTER EACH RAIN. REPLACE WASHED STDI funhulled-unscarifiedl and otter permanent cover is established. DArE: --i--i---- 0 Tall Fescue 920 Ibs/acre ov ~A I : A ricuitural Limestone - 2 tons/acre WIRE MESH SEDIMENT LADEN _ pp y g RUNOFF ~ LADEN FILTERED WATER STAKES CADD TECH% JEN ~7 DROP INLET WITH GRATE lNov 1-Mor 11 Add Abruzzie Rye 25 Ibs/acre Fertilizer - 10-10-10 analysis at 800 - 1,000 Ibs/acre a + CURB INLET o ~ :i'" a a Super phosphate - 500 Ibs/ocre of 20~ analysis super phosphate °0g ° ' WIRE CHECKED 8Yt SAP Consult Conservation Engineer ar Soil Conservation Service for additional information Mulch - 2 tone (approx. 80 baled small grain straw/acre ~g e9, \ concerning other alternatives for vegetotion or denuded areas. The above vegetotion are. Anchor -Tack with liquid Asphalt at 400 gal/ocre or -~°rb \ NOTES: REVISIONS FILTER FABRIC t hi h w II nder lac I conditi n th r in r t ombinotions are ossi 1 Emulsified A h It t 1/ r °~4 SEDIMENT hose w e do e u o o s o e seed o e c p b e s a a 300 a ace o 9 P 9 a aq ~ ~ 4 8°oAe~Pe ~p,e°6 a~o~~ab$ ~ ~a°$ e~ eo~0o :DIMENT 4 0 : ° ; ~ SHEET OR OVERLAND FLOWS NO. DATE ° 00a~~ 080~°°~, oho °e~~~$a~®®® WIRE SC WIRE SCREEN ONLY. GROUND SLOPE NOT TO Seeding mix shall be approved by the Public Works Director before seeding of the GRAVEL FILTER CONCRETE BLDCK 2"x 4" STUD BRACE ~ CURB INLET APPROX.51'AGREX. D. A. = SEDIMENT LADEN RUNOFF project starts. TemAOrary - Re-seed according to optimum season for desired permanent vegetation. ° ° , Do not al law temporary cover to grow over 12" in height before mowing, otherwise y Ae a ° fescue may be shaded out. °~o NOTES: APPLICABLE AT CURB INLETS NHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FILTERED WATER SCALES IN FRONT OF THE INLET. BURIED WIRE & FILTER FABRIC NOT TO SCAL E PROJECT NO. P. W. zoo9-o4 CURB INLET SEDIM I FILTER SHEET NO. EC 3 DRAWING NO. EC3_Details.dgn , i , t )h \ , ~v . ` ' ` fit' . ~ \ \ , ~ > f \ v i f: \ 2; , , ~ ~ , _ d . f. Vi ~ T.. } ,j T t,. << 1 ~ \ \ \ 1 \ \ , ~ i ~ z, ~ , F d u , ` , , , \ i ~ ! ~ p iyi_! i . i YAA 83 0 \ \ ~S ~ \ \ , \ , L.' I t 4 \ ~ '~i.» Y 2 \ i~<. v , \ . i y t O' ~ I ~ : Z\ t \ . i •li rI r , \ , , V ~ r f • ' 1 . 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Swur Hole (PSH) with naturolground. e ~ (Rip Rop in 1" a r- ~'1 basin not shown for clariy~ 9 ~ I ~W 0 2• IWI II : : y ~ Sood nth noUve Pamoroet Soi W ~ ~ ^~~.I 1 ~ ` ' S \ , 9f•65e6 al ingldblio0. fllhferCemMt A T O a Y•11'rq lP$RNl ~ i r , i ~ ~ . . ~ SECTION A-A L ~~ll ~ t \ : ~ ~ ~ ~ ,..a ~ ~/~S~o Pipe orDihh I_ a, " c vjii~. Outlat PS u n t f t f r 1 s u~ ~2'min) d Natural ~ O ~ rt~},~ _ i > q \ 44 \ \ ` ` ~ Ground r n ( , ryy~. p< 4 finer, Class~Rip Rap ~8r~ t'tuck I , ' v 1 v " a,„,. ,,,...,A, Jl: »....\..\\\u\\\~U\c\\\~\ 9'P H C ,a th :,:5 is " 'c ' ' " ` ~\i,\~\\\\\. _ ®p~ C ick with fiber Fabnc J Q W OFD i S ~ , , , 1Q~y/.~~ ' 4 \ n \ ~ 9":X14 ~ a " ~ . ' ~ i ~ \\\\\~.4~\\. ,,,,r.y;, ,~w:. ~ A r , . 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SHEET ROd °r• PE~~ EXT ° WATER WORKS ST XSC /8 oI 28 2 , .....................r........:...................,..................:...................,..................:. . ; 1 , /`r4d V I i , . r~ , , , ~ _ _ , ~ ~ , ~ - _ ~ r~ f ~v r ..r'.. .®1®® ~ F 1i : : _ _ 0 , , ® : O ~ ~ ® ~ N T . , ~4 o,~~®~. , . - ........__-~.A.... a i i : a : : : : ~ : ~~0 . ~ , ~o.. , . 2 . . ..r.... ® T ® ~ i : ~ IT~1 5 : 0 0 ~0 , i ' ~ ~ N ® ~ M : ® ® ~ N a : tom. 0. 40.. ,.............240 240 2 , : . : , , ;v®®® . . . , , , ~..._v_... _ _ , _ _ _ , _ o . . . . , , _ , . : _ : .~o , : ~ , 2 , 3 , : : i 3 i .......l __.i ~ ~ G/~ : _ _ _ 0 .0 QU _ ~ c ~ ® i ~ ` ...~......,i..,. pyy ~~i ~ i Rll i ~ ~ ® 6T ....~50.. , ~ _ . ; ~ _ _ 3 ~ ~ ~ ' ® i N N a ® N er . ..nl . 0 a i F 3 i N ~ i , ~40 _ . ` , _ D . 40.. ~ , 2 _2 ~ i _ } ~ ~ . j . ® .~.u. _r..~ 0 30 _ _ .2 23 , _ _ _ Q i : , : : ~ l . _ . _ _ _ _ _ _ . _ o 0 00... _ 20 2~ a ~ ~ . ....................__...._..__.._.._...................,..............,.._,....___......_,._...~_.,...~......,......._._.......,.._._......_......._.._.._...,_..._._.,.,..._._..._...................,_..___,..._.___._........_.___._.__..__._..._.__._,.__.._._._j..............._...__......,_,.................._...._._.__._._____,.....__._._.___._._.:......~..__.. ;o T ®r ~T~25 0 D .50 _ , 25 _ _ . . _ _ . _ _ o N ~ N i ~ ~ ~ ® ~ N ~ N ~ ® o. N .............w;,....,........ _ .,N N 40 . ....240.... 24 , . _ o v i 2 1s , ~ i _ _ : : . _ _ _ _ _ _ . _ . _ _ 0 o _ i . M...._~. ._.r.. ~ 3 i , ~ ~ i ~ ~ + i - i rZIn ......25 . 25 5 10 p 1,0 20 ~ ~0 0 0 ~ \ a ~ sv ~~e vc \ ro~~e~^sr~ro ' ~.1...~.~.~...........~,.~»~.............,,..v.~..,....,,.,...~.,....,..v,~...v,...~..,,.»,...,~u....»..,...,.,.,.A....,....,..o»....ov..9»....d..~.... 3 PROJECT NO. SHEET N0. , ~ , •Y• PENN DR Exr • WATER WORKS ST XSC r9 ~ 28 i i ~ I ' ; ~ ~ I , I 1 r R A E ~0 Ks ST: } i , , , , , i _ ~ N N 7- - -v. N , e, , , i ~ i ` , t i t i i~ ~r ®i®~ 40„_.,....,,,,.,,,,,,,..,,,, s } i ~ ~ a s. > ~ , i t ~ i , t ~ i , t ~ i i 3 a ~ ; x ~ i ~ i ~ , i T nn I~ , e , , , , , , . 1 .,...®..1~ , , , , i i n i e ,o,,,,, , . ,,,,,,,,,,,~~Q,«,,,..,.,,,,,.,,,,,,,,,,,, , ,.,,..,,,zoo,.,,,.,,,~.,,,,.,,,,,..,.,,,,,...,,,.,...,, . ~ a ~ ~ r- ~W.e N N N if ~ , ' ' -y... ..i.,,,, , ...................„..................3,............................,.,_....t......,...........:i......._..........,..................: i ;WATER a~ ST Q . ~ ~ ~ ...._...•.~&Q.._.....,_......_......... i ~ ~ } _ Q .u......~ ' ~ ~ , a } } , t : ~ a ~ ~ ~ { i i ,~o i ,o,,,,, ~ ~ ~ P ~ Q' , ` N N N ~ , i ~Y 1 ~~~0 ® ~ _ 4 i~iR4W1„ ,,,,V i~..pyy,,,,,,,,,,,,,,~~,,,««,., ~ ~C Q FOR iR 0 'UQ_.....~.i.._._.__.,_..,,,., w `~.1. m®.r _ 1 .e e . _ i i~ 1 t ~ , t .y® ...r. ® +..a. _ . i ~ i I I (/~j , i • V . '//11/~~~M......... i t •P bw ~w i ~ti ` ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ l l , 1~.... ~ Op , i , ; ~ ; ,~o ~~Q,,.,,,.,,,,,,,,,,.,,,,,,,,, ~.Q ..?WAT..., ~...,_~T,.... ~ "1 ~ ~ i ``E~, a , , N , _ _ N . . ? ,.F. , i ~ , ~A ? ~ ~ Q ~ ~ ~ • X40,,,,, «,,,,,,«o,,,,,,«,,,,,,,«,,,,,.«,,.,;,«„«,,,«,,,,,,,,,,«,,,«,,..,,,~,,,,,,,,,,,,,,,,«-~,.~..., .-~,.a,,... . . ~Q.~..._., ® - ~ ~ ~ ~ r-_~.~... _ ' i , , , 4 ~ Q , , ; , .,....r.... 1 , a ~ , ' ? + 3 ~ l9 2~ s ,~o„«, ~0 , , ~&o,«,,,,,,,~ ~Q.. 3 ~ 3••,,, tp , T i ~ R ~ N ,r, . _ ~ ~ , , , A ; , ; . . ~__...m ~a.......__...~__._._.___.•._ ..N ..N . ._N _ ~ ® ~ _ A~ ~ i ~ , i ~ y ; ® . t _ - _ - - - - - ~ ~ ; ~ ; ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ , ~ ~ , , 1 1 ~ Q - - - - - - - - - - - - - - . - - 11*1 - - - - - - t 25 0' . . . 25. 25 50. _ _ . 5- 10 Q 10 20 t,..,.u,......r..nm..,,,m,.,,,r\,,...,.,.,..,,,,.,.r,~ w...,,,.,..~~,r,.,..,.~,,,.,.,». ~ y~ ~ » 2 age.,. \,J. ~+w 3~~e~ 1'~a 5 a .~.o .~,d,. ~ 3 „w..,..,,,,.....,.,.H.,,~,,»,m,.»,..,...,,m~,.,~A.,~,.r,,....H....,...,,~.....~...,..,...,.,.,..,...,,,,.,.~a,.,,,.,,w.,,,.,~ PROJECT NO SHEET N0. t •r° PENH DR EXT ° WATER WORKS ST XSC 2O 28 i 9 ? ~ ~ ° ~ , ~ 4~ .............~St......... i i 1 0 ,.....................................:......._..........~..................:...................z..._.._.........:...................; as ~ i ~ ~ i ~ ~ ~ ~ ~ J ~ t t 2 ~ N Z i 7 0 ; K 22 ,5x00 . ~ i Ul q~ t a ~ y~/'~ i G~.ll.........;' ..................._................r...................;. ~ ~ ~ ; 6.0 i a ~ ~ ~ ~ ~ ~ ~ a i i ~ ~ ..m......~,....r.. 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A/......_ ~ ~ t ~ i i i ~ T ~ i ~ i ? ~ i i i i f i i i ....................y...................;..................p,...,...,.,..,.,.,...............,....p.,.................;.................. p,..................; ..............._.:..................;:..................:..........,........;......................,.......,.......A..................,~..................~ • _ _ o. ® ® ® .r„ ~ ~..e y i s ..p i 1 T F~' 3 p i 0 K > ~ ~ 3 ®-r----- ~ ~ r- . -.i. ~ f~ s. ~ 0.. _ ~Q t > T N f } ~ 1' i ~ ~ , . ~ ~ . i i ~ i i : : _ ~ 0. _ : , . ~5 ~ . i ~ ~ ~ ~ ~ ~ ~ ' i i ~ ~ i ~ .......................................:.............................,_.....,:............_....~.,....................................p.._.......,.......p..................p......,...........,........,.......,:.~~......................................,...................,...................p..........,.,..........,_......,......~~...............................,......~....,........,...,......,..,...........~................................_......p..................,.........,.........,.......................................,~......,...........,...................,.,........,..........,..,.......,......................,..a..................p...,...................._...........,~,...,.,.........,.....................q..........._.....o,........,........,....................,................._............. i 2 i i i T S? 0. o . 0 T® _ > , N ,7..0...:. _ ~ ~ l.... ~fi0 ~ 20 _ o _ 4VA T .0 ~ .._r.... .......___.__..__,._..._.....~.,....:..__...___......j.....~__....~.....,~......~_...._._.....___...........:.........__.______:.,.~._._._.___.....__.._......, i _ ~ ~ ~0... _ ~ _ . 0 _ _ _ ~ _ ~ 0 _ _ Q _ N --N N a ~ . _ T n~ ~T ~e ~ ~ ,50 50.. ~ ~ ~ ~ ~ i ~ ~ ~ ~ ._._.____.n .yt...., __yt.... .,,,~t..., ~ i i n.... ~ ~ 1. 1 WATER CORKS ST _ i T ...,.._.......r.,,._....,.... + _ } ~ t t 3 i. ~ p . p. , . y I ~ 3 i E i ,,.,.....,...,..,....................~.,.......,,..,....,j.,.,.....,....,,...~.....,.,...._.,.._,~..,..,,.......,,...~........,....,.....,....,..............~........,...............,......,.......~........,._.,_.,,...... i t * a ~m _ _ _ ~ _ - - - - ~ - - . ~ 3 ~ _ _ _ _ _ _ _ _ _ 0 0. fi0 ~ _ _ 26 ~5 , _ _ D ~ ~ ~I Q ~ _ F N ..........i..,,....... ~ M~ ~ -e,.,~ i i r ~ , ; . D.. . 50 3 a ~ ~ t i _ , . _ _ _ _ _ _ _ _ _ 0 t ATER T . _ ~ _ _ S. _ _ _ _ _ Q. a .T~,.... T T5 &0... ~ ~ , . , . _ 50.... _ . =fi0 . , a N a N . _ _ .Q. _ T 2~ ~ . _ _ o - ~ ~ ..__...M, m - - -rt- .50... " _ _ _ _ _ _ D 0 _ - - - - - - - - - - - - ~i 25 _ 0 . _ 2~ .5~ 50__ 5,... _ 25 2 Q 10 Q 1;0 2,0 - - - - - - - - - - - Z gYa`r ep"~e e~ z~+VS~~~x,•~ro~ ~ PROJECT NO SHEET N0. •ri PENf~ARC OR EXT • WATER WORKS ST XSC 2/ of 28 . s E . r~:~......._..........................................................................._......h..........................,.............................,.._..............,,......_..... rr~~~ L 0 G ...........J~ 2~ T ~ , _ i_ . -1....... .ORS . . 3 I~ . ~ 3,..,........._....,,._........_.......,~......_...........,................,,.~................_.,.._......,.....,,,~,..................,.......,....,...... -T_ _ T T a ~ .............~1..0 ~ 270._..................................... f ~ ~ v_, ~ ~ 2&Q i y~ ®I 9 ~11 ®0 i~..... -----...e .70 2 + E ad_..... ®~a~ ~ ~ ~ .....F - i - - _ ;WATER N~ORKS ST p 25 7 ~Z ..0 0_........................_ . ~GO....................................._....._..........................._................._.................._....... .2 ~ ~ i ~ 3 I i \ _ ' ~ I ~ ~ ~ ~ ~ ~ ~ 1 ........l1ww~..~i. ~..................n.,.................~..................:. ~ ~ ~ ~ ~ ~ ~ ~ ~ ? ~r'^ t I ~ i O ..a.... ~ n t ~ ~ i ~ ~ ~ ~ ~ l i L t ~ Z i t ;...................~..................p..................., i 3 ~ ~ ~ - - ~ - T KS - T,. ~ 3 ~ ~ ~5 a E i ~ ~ vi. 7. 2 Q 1 ~ - - 4:. ~~pp N ~ F . ~~0....._.....,__...__.._......................_.......,......._...._.......__......._..._..__....~__............._..._... ,~0 2~0 2 s ~~Q ........_._.._._.,,..~......~,....~,._...____........,,..~......M......„ ~ T - - Z ~7 ~7 0 _ 0 0 ~ ~ ~ _ } ~ ~ ~ ~ L ~ N ~ , 3 ~ i ~ ~ ~ ~ F v A v0 yyy ® V~ Gn ~~Q Q.... ~Gtt~t._._.__..__.__...._.__............_..._ y ._.i . _..14.........~~.... i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i l j ' i ~ i . 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SHEET N0. -Y3• PANTOPS STREET XSC 23 of 28 s ~a Sa_............., , s r , , ~ 0 ~ ..._.......2 .a . 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SHEET N0. -Y6- SU~~I1T AVENUE XSC 24 28 ~ z ~o. i ~ ~ _.7.. ...~......L~.~t1..............................................!................................................._.......,..................,... ~~Q......~..~~~..._.. ~ ~ ! i ~ .i... ~ ~ _ a. ~q r/~, ~ p 91 / i ~ ~ V..Y....... , , i1~9 a , ~tQ °Gl.Q..... t ~y ~ a ~c _;,~e r I t ,_yl... Q ~iiR 1~ 3 I ~ .~3 _ 2 "'V~~. -e ~ q a ® ®r T arm .~...r..;_ i ~ , .Q.............................._........_....................................................._......,..............._........... j.. ..p.. ...........b.n~,~_......., L.......,.,.._.... ' ~ ~ i ~ a i ® • CCC i - 3 ~ -s- ,r;Rt i t 9..Q ~ ~ A1P ; . Q Q . 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SHEET NO. -Y6- SUH~l1T AVENUE XSC 26 of 28 I ~ ~ ...3... ..................q........,....,......................y..................,..,...........,.....q,.................a.............. ...................................,...................c,.................p._.........., ~ 1 e i i i ~ i , 3 i i , , e i i i i i i i i i i i i i i ........................................................a.................i,................_....................,.....................................,,................__,...................,...................~...........,,.......„.._...............,...................,...................,..._......_......~....._............r..................,...................,~.................,,...................,.................._......._,...........,.........._........,...................,.........................._............,........_..........,..._.............,...................,...................,...................,...................,................... ~ , , , , , , , , i i ? i i i i i i .............._....x...................~.................................................._.......................................... i ~ ~ ~ 3 ~ i o e ~ ~ ~ t a , , i 3 , , t 7 ~ } 1 , , , , 1 , ; ~ i i i ~ i t i i 2 i ~ i i t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . , , . , . . _ . . . . . . . _ . ~ . , . . , . , _ . . _ . , . . . _ . . , . . , _ _ ; . . . . . . . . . . . ; , . . . . . . . . . . . . . . . _ . _ _ . _ _ _ . _ . . , , _ . . . . . , . , . . , . , ~ . . . . _ , . . _ . . . _ . . _ . , . . . . . . . , _ . _ _ _ _ . _ _ . , _ . . _ _ . , _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . _ . _ . . . . . . . , , . . . _ , . . , . . _ . . . . . , , . . . , . , . _ _ . . . . , . _ _ . _ . _ . _ _ . _ M . . . . . , . . . . . . , , _ _ . _ , . _ , _ _ , _ . . _ _ . . , _ . _ . _ , _ . _ . , _ _ . _ . _ _ _ _ _ , , . . . . . ; , . , _ . . , . , , _ . _ . , . , , , , . . . . , . . . . _ _ . . . . . . , _ . . . . ; _ . . _ . . _ , , . . . . . _ . . . . . . . , , , . ; . , . , . . . , . , , . . . , , , . . . _ . . , , , , _ , . _ . . _ _ . _ . . . . . , . . . . _ , . . . _ . 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