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HomeMy WebLinkAbout1992.pdfWLAC£ U 1 VILLAGE OF WOODVILQ 55 r CuTsHm !:: SIDEWALKqCURB CONSTRUCTION I STATE OF WdSCONSIN Un L£S TELEPHONE & CABLE HALDW'N TELECOM INC. ATTN: LARRY KNEGENDDRF 715-684-3346 ELECTRIC NORTHERN STATES POWER GO ATTN: 7M ANDERSON 715-386-2314 GAS WSCONSM GAS CO. ATTN: KEITH WESTLAND 268-7197 SEWER & WATER PUBLIC WORKS DEPARTMENT ATTN: LENNY ERICKSON 698-2494 Jf L CONTRACTOR. SHALL NOTIFY UTLITES AND HAVE ALL UTLITtES LOCATED PRIOR TO EXCAVATION. 2, CONTRACTOR SHALL SALVAGE AND REPLACE TOPSOIL IN ALL. DISTURBED AREAS, 3. CONTRACTOR SHALL MAWTAW TRAFFIC ACCESSABLITY ALONG PROJECT, 4, ALL WATER VALVES SHALL BE ADJUSTED TO PROPOSED FINAL GRADE. S. SALVAGED MATERIALS 1'0 BECOME VILLAGE PROPERTY. 6. NO TREES OR SHRU55 ARE TO BE REMOVED WITHOUT THE PRIOR APPROVAL. OF THE ENGINEER. 7 ALL MANHOLES SHALL. BE ADJUSTED TO PROPOSED FINAL GRADE 5, EITHER RAILROAD STREET OR JOHNSON STREET ACCESS SHALL REPiAN OPEN AT ALL TIMES. P- ALL STATIONNG IS REFERENCED FROM THE BASELINE EXCEPT PROPILF STAVONNG 6 REFERENCED FROM THE-GENTERLNF. n SHEET INDEX SHEET 1 COVER SHEET SHEET 2 STA. 10108+00 TO STA.114t00 SHEET 3 STA. 114+00 TO STA. 17+50 E T H T 4 5 A. 2+STTT £Tk + 0 SrH= SHEET 7 STAA34+00 TO STA. 40+00 SH T 8 STA. 40+00 T+00 I- STA. 44+84 H SHEET 10 SH 1^ti TI INLET SUMMARY SHEET SH ET 11 TYPICAL SECTIONS SHEET 12 DETAILS HE T 13 TAI GH T 1,U nPTAIIS ie c rs., O RWh 3 Ah •O Vc- W yTj - C7 =a a� � oEa v x �z' m s LiL K45 ta+es 9T um ae µ 1 1p :fi- 1 OF 14 LOCATION MAP SA- 1;1*30 TO SPA. 12.50 TAPER 20I T, , SC, F LL R R%W INL. Ill ,,p !,-;H • XISTING T C, s SAN qV I toe O_ 0 109+D0 AN - 5011 111 00 C.T�K B (RIVER ROAD) 712+00 20ml TAPER 113 '00 PROPOSED CENTERLINE +00 sm 00 45' SEND Y 4BEND N.H..12 PRQPMQ e WATERVAIN Tr T7w— PROPOSED SIDEWALK CX0MLL 45, END j USED CARS FIT PARYINO LOT rAA*,,,TL PARKING LOT CURB de WTTER PLXFUILE Lcv� B?R SCALE, 67 S.Y. JA^OLSOI,' PCTOTAC 6 0 10 20 40 80 EROSION MAT BENCHMARKS/CONTROL PONT3 E CAR WA'4i P.F. Btl, P?RIONG LOT 112 00 113+00 --- 108+00 109+00 110+00 00 -- - I r VC 0! 72— # P)A STA. - 113+24.09 1138 P%MM ELEV - 1134.37 j v. P OPOSED NTEER I E PROFILE T �' —1, S LNC BA' I,[ PR!, D.JB47-'- t132 10' NORTH Or BRIOCE PROFILE OF RIVER PROPOSED 30" SEWER 0 STORM PROPOSED n, MAINTAIN 7' MIN. COVER STORM SEWER 00,65% M.K 13 nza RIVER ELEV. M.N. 12 1126.60 I DO YR. FLOOD cedar corporation 1124 --'-'-EXJ TING �WT iM JN PROPOSED B* WAT'R11" PIT VILLAGE OF WOODVILL E R"" SIDEWALK,CURB & GUTTER 1122 ---- --u CONSTRUCTION AS NO�D WOODNALLEN a x .. I 3 30 BEGIN RADIUS STA, 114+42.30 34.30'LT, �J, BEGIN ST:A� S P T I 9_3 8_ LT' S POINT [RADIU POINT STA 114+41,93 38.281T. END RADIUS S 114 , 5�90 _ &81�LT, CND_RADIUS STA. 114+45L90 3&BAT, MATCH XI TIN 77 BEGIN RADIUS STA, 115+1.99 35.571T. RADIUS POINT STA. 115+16.92 37'LT, END RADIUS STA. 115+16.92 221T. REMOVELCt CURB & CUTTER VA -Up BEGIN RADIUS STA- 115+7,41 22'RT, AND SIDEWALK z e RADIUS POINT STA, 115+7.41 32'RT. END RADIUS STA, 115+I&57 36'Rt BY OTHERS INL j2 `,TAT!-3N .314 'R BEGIN RADIUS 3' T 3 116+44.194 RADIUS POINT 115+58,69 37Xi 15 5&69 ff� U 5, 69 22RT END RADIUS 115+5&69 22RT. R IV, 7 174 IRE - B/11, - - 1,-) �' 20, 1 PR A7AY 5121,47, 175+ D 0 5 S A. 114+00 PROPOSED M.N. f4 SID IN LK V, + TO a- WATERMAIN 15 PROP 0,SCD CP 105 STA, 117+00 RT CF�7ERUNE REMOVE SIDEWALK BY OTHERS 116+ � (pd iej SCALC-. PR ROA STA. 114+46 T STA, 116+03 Ru 1117 00 0 0 70 40 00 STOO IS' 46 C TAPER 2D-.I 7r4dS ELEC, MGTGr`:-S k BARB. SHC*l RNL- 4 •Ir7 0 RENCHMARKSICONTROL POINT3 T 4t 11144.07 GAF A, ArtEA REMOVE POWER POLE STA, 115+96 IS'RT. (LoCkWOOD 7 62 Iva BY OTHERS 1%6+00 r". sr, T 114+00 115+00 B ,7,,, 200 VC PN STA. 116+31.74 PIA ELEV - 1148.99 T SPNG a; ; UNE rfl il-L 1144 1144 1150 EAS P�'- BASE NE PRrFE _91!4 1148 1142 2148 _ PRO IOSED CEP TERLINE 14 < 1140 146 Ilm "44 1144 J— — , - = UAJP TAIN 7' C VER MIN.- M— o Ilm -n + M 0 1134 1140pR�G 1140 _1134 WITA cedar corporation F09 VILLAGE OF WOOMALLE M..K 14 u C.T.H. " B" SIDEWALK,CURB & CUTTER -"- 392 CONSTRUCTION 3 11'14 Lt— AS It —0 WOOMALLEX I DATA PC STA. 117408.60 MNIC" E)asllsr PT STA. 117+68.46 4'RT. 76' IS 2" TO tNL. III REMOVE PIPE & REPLACE SIDEWALK STA, 20+75 TO R - 45' T - 35.30' STA. 20+80 30'0. 6 L 59.86 0 s 12T 19' 76- 0 4' STtw,Il rxT- IN Ifs INL 0 PROPOSED 8* WATERMAIN � C.T.H.B (LOCKWOOD ST�) 2 50 17- 1+ % Is+ 10ON 19+00 20400 �,21+00 22 +400 pC < PROPOSED CENTER LINE -T— M.H. t6 w 4� DE 103'4 + CP I Oi &H. STA. 117+4&13 CP TG5 STA, 17+48,13 PROPOSED 5' SIDEWALK STU — Tv -7 AVILICN r— EI 4, C; BEGIN RADIUS STA, 116+91 35 22'RT, SECIN RADIUS STA, 20+9!L54 1 0 44 RADIUS POINT STA. 17+99�i;� 71-RI, RADIUS POINT STA, 20495.54 2 I,3,�LLT7� N 0 END RADIUS STA. 17+99.Sa 26RL END RADIUS STA. 21+ID.45 3 4.521T BEGIN RADIUS STA. 17+56-12 -11�LTJ M BEGIN RADIUS STA, 21+45,72 311 1 , -, "'i �IIO ..... ...... .......... ...... . . 1 RENCHMARK31CONIEROL POINTS 1& 17+71. 16 33:LT. RADIUS POINT T 17+ MLI S S A_ RADIUS POINT 21460.55 3, RADIUS 21 55 3 YLT. SCALE: EUEV. o i16 STA 17+7 1 6 18.LT� END RADIUS STA, 17+7LI6 18'0� 0 R ST& 1+605 ENE 2 5 END RADIUS STA„ 21+60.55 782d, 3 17+57 MIT, HTMAYT mat m a 4P1CKY0."O 11} 27 I'm 0 10 20 40 50 ca cos CE Ni FH L� E t 7:=L= 17+50 EOUAT" STA77f",; 18+00 19+00 20+06 21+00 22+00 22+50 d C; mm 3 —TOC -VC — C InE Tin 1152 EYIS 1;4" BASER NE 01 OSED BEN IERUNE P MLE ....... PIA STA - 21+50 PIA ELEV - 1151.00 MA NTAJN 7' 1 (IN. OOAF M.H. 16 44 PROPOSED STORM SCV�R 0 E STING W TERMAIN 317' PROPOSE a- WATERM AIN dw cedar corporation \ALLAGE OF WOODVILLE �MLtt 4 C,T,H, 'B" SIDEWALK,CURB & GUTTER CONSTRUCTION 4 a 194 As reotTo WOODVILLE,Wl 9 VA r T bvl�� fNL. 13 W "23+00 24+00 25 Do W u 26+00 27+00 PROPOSEDCENTERILI M,H,17 28+00 50 4 -SAN AN PROPOSED S' SIDEWA.L — — — — — — — — T X BETE CURB 6, 'GXUTSHNTERG ST& 22+50 TO P"Fr, Ww ST& 24+70 33' RT DEN CHMARKSICONTROL POINT3 BY OTHERS f STAt SCALE-. 0 10 70 40 80 22+50 23+00 24+00 2S+GD 26+00 27+00 28+00 28+50 PROPO D CENIET LINE PROF LE 1150 1154 7— 'Dis :Ns, 91,15.1 114F P F, I ---- TOS f2 46 Sue OR I EE, EKE STORM R 0 1% ------ 9144 _L144 114 _2!2 kip cedar corporation VILLAGE OF WOPWALLE -. t4 IVUE 14 C.T.N. 'B StDEWALK.CURB & GUTTER ]�5 CONSTRUCTION a 14 AS NOTED WOOD\nLL B'D" T *L7 BEGIN RAUTA. 34"+321.48 141t '4 T BEGIN RADIUS STA. 36+54+,)4 - WLT� BE " RAPPJS 3B+� 14 " 4 M - STT [RADT`U S PONTPCN RADIUS PONT STA, 34+21.48 29%.T. STA. _3, 261 438' : r S A_ RADIUS POINT S A�- B 3 3 291T� 3291 RADIUS 0 DID STA 3, 1�72 EN: 3 31�7217. ENO RADIUS STA. 34+36��2 336+++,54..34 ENO S A 6 '93 S A� M+, '9 END RADIUS SM 36+69,33 29.6817. BECIN RADIUS STA, 36+93.41 28.321T, RADfUS POINT STA- 37+08,40 29'0° It END RADIUS STA, 37+08.40 14'LL I I 7', MATCH s-it - 'I �IN INL ' '12 Tjv-- 4 J.R INL f25 INL128 I zo " J,P, Y- - - ..- � -- . - - IWI - --- �-y 7 -- -- -- - - + T -'PROPOSED- 'PROPOSED S NULWALK 7 3- 1-/ - - - - - - - - - - - T T 121 T 34 00 35+00 M+00 39 0040 00 j1O PR U CENTERLINE- A4 - - - - - - - - - - - - - - - - - -t- - - - - - - - - - - - SAN SkN A - J- SN' - - - - - - - - - - - r - - - - - I J�A-- SAP4 'EA?I 4-, akN A + -91 L INL 126 ul� GPAVEL L -P-E GPA,ZL PAPKINO LOT C:,-4;Er Ou I Lf T SCALE-, IRENC HMARK POINTS m STA OFFSET ELEV. 0 0 20 40 WMI31CON"01. 80 vx, n M1 IL ltv 34+00 34+50 .35+00 35+00 37+00 38+00 39+00 40+00 -100 vc- —IDC vc— Z Z PV1 STA - 35450 PIA STA - 3 +DO ttSP PIA ELEV 1147,72 4 PIA ELEV 1 4632 1145 PR )POSED CI NTERLINE 'ROFILE 0.43% 1146 4 -H±4- B,kSE `;E PPCf: PROPOSED 21- 7-- 1144 -- 1142 STORM SE%SR a 0,71% PROPOSED 24' wm, f12 STORM SEWER 0 0,4% 'JIM cedar corporrati®n arm VILLAGE OF WOOMALLE 5-084 C.T.H. "B' SIDEWALK,CURB & CUTTER 3 CONSTRUCTION As WOODMLLE,Wl 7 -14 lul-� LOT PA-qNN -.V G, A PRUP05LO 5'-SDEWALK FV T T • C.T.H.8 (LOCKWOOD ST.) 43400 44+00 444 6.70 40 DD 42+00 PROPOSED CENTERLINE u 4wk H "w PARY":NC LOT PO-: P SCALZ-. RENCHMARKSICONTROL POINTS L su suPxw gPT2T M�VP REV — — —1 0 $0 20 40 so S 42. 41+00 42+00 43+00 _71 44+00 45+00 40+00 Z— UK ve I VC :z r PM S7A « 44+ 77STA - 42+00 P'A ELEV - 1142.52 USP,00— nN I ROP�D ENTERLIN __m ROFILE DGSIFING 'S�ELJNE r CX:LE LE :7-7=�z 1148 +0� 0% —,— — — --- --- -- — --- ---. — --,— — -- --- — — — — — — — — — — es'. oil 1112 cedar corporation arm 1140 VILLAGE OF WOOMALLE "B' SIDEWALK,CURB & CUTTER CONSTRUCTION 8 w14 WOODMLLE,VA ' �� ` 1.r����ir•�i•1 . r . y r �� ' ©� • r r ucs �• HOT dD XKE 10 OF 14 .s-acr j4*S=M&EWALK*- 2% VAR 2% VAR SALVAGED F. 4' SALVAGED TOPSOIL FERTILIZE SEED & MULCH — 5- 4" SIDEWALK SODDING ixELQAL SECTION STA. 110+DO TO 17+132 SEE PLAN FOR LOCATIONS 33, 4' Fa gm .6" UNDER GRAIN ' TYPICAL SECTlf}N WASHED STONE 3/4' MIN. SIK 17+82 TO 28+95 'STA. 21+75 70 34+20 — STA. 23+00 TO 28+ 95 —SEE PLAN FOR LOCATIONS 4" SIDEWALK 2�X TOPSOIL 4� SALV40ED CONpEETE BARRIER FERTILIZE SEED A, MULCH SINGLE FACED TYPICAL SECMN STA. 28+95 TO 33.19 STA. 28+ 95 TO 31+ 65 Elk 31+65 TO 33419 SEE PLAN FOR LOCATION — S, — 4- 4' SIDEWALK" ARw— EWALK— VA. I18, -D N 2% VAR 2% TOPSOIL 4- SALVAGED TOPSCnL FERTILIZE SEED & MULCH SODDING TYPICAL SECTION STA, 33+19 TO 44+84 'STA. 33 * 19 10 34 + 20 *SEE PLAN FOR LOCATIONS 24' CURB (TYP.) ' 3' ASPHALTIC CONCRETE PAVEMENT 2' SALVAGED ASPHALTIC BASE COURSE 8* CRUSHED AGGREGATE BASE 10* GRANULAR SUBBASE m 24- CURB (TYP.) Y ASPHALTIC CONCRETE PAVEMENT 2* SALVAGED ASPHALTIC BASE COURSE 8' CRUSHED AGGREGATE BASE 10* GRANULAR SUBBASE FILTER FABRIC" 37' $CODING 4* SALVAGED TOPSOIL FERTILIZE SEED & MULCH 24- CURB (TYR) 3' ASPHALTIC CONCRETE PAVEMENT 2' SALVAGED ASPHALTIC BASE COURSE 8* CRUSHED AGGREGATE BASE 10' GRANULAR SUBBASE FILTER FABRIC m \— 4* SALVAGED TOPSOIL 24- CURB (TYP) FERTILIZE SEED & MULCH 3' ASPHALTIC CONCRETE PAVEMENT 2' SALVAGED ASPHALTIC BASE COURSE 8' CRUSHED AGGREGATE BASE W GRANULAR SUBBASE FILTER FABRIC' c 0 0 Q. 0 C) Q) uj 0 0 0 0 LLJ pz , U2§i CO < w`- . 0ow GJ�W� <I, KLS wCS AS NOTED 11 OF 14 [IANHOLE CASTING NNEENAH R-1726A W/ CCNaALEO PICK. HOLE OQ APPROVED ECUAL CASTPtC ,1_7-I/7' AS SET QY E%W-ER PRECAST AD,AJSTNC RNCS M. 2 6' TV, 23' V7O PESOCN LOADING FOR COVER FIANLFACTUQIH S AU MARK [--' [4H. AS INDICATED ON PLANS AND SHALT, CUT RE�QINE Be ' S NINCS BHA" LA2CER THAN THE OF. OF a TOE sue. o z 3 z a > a 4B' w g' o .0 S 0 } 1 MANI<Lt STEPS 16* OR r2' D.C. "- 3/4' COQPSTOP WATERHAN `�-CAST N BOOT CH CATEVALE WITH 2' OPERATNC NUT wow ELOCKNC OVER G12055ING WATER VALVE MANHOLE F.L. ELEV. -T--. P.C..C. 4" CASTING -L— 6` ADJUSTMENT DEPTH AS SHOWN ON PLANS TYPICAL FINISHED SECTION DETAIL. FOR COMPUTING INLETELEVATION MANHOLE CASTING NEENAH R-1726-A W CCNCEALED PICK HOLE C APPROVED EQUAL TOP C6 CASTING 7 RIM ELEV. AS SET BY ENGINEER „ PRECAST ADJUSTING RINGS MM. 2 23' 6' MIN. 0 OESICN LOADNC FOq COVER MANUFACTURER SHALL MARK M.H. AS ON o PLANS AND SHALL CUT AND REO'D OPENINGS FOR PIPE m OPENINGS SHALL BE 2- 5 z LARGER THAN SHE. O.D. OF a a THE PIPE. s } s o 6II ATE_RP F KYINiS TYPEE III KEN- SEAALL NO 2 OR u a RAM-NEK RUBBER GASIFY Z OR APPROVED EQUAL AT TYPE t ALL JONTS w MANHOLE STEPS 16' OR 12' w O.C. 4C 2 ? 6` z- 6r . PRECAST CONCRETE MANHOLE PRECAST ADJUSTIN RINGS, MIN. OF 2 2" x 2" x 3' POSTS TAHRIC -Ili I STAPLE FILTER FABRIC � -- POSTS HOLE FOR TO POSTS =-- INLET I PIPE RUNOFF BURY' FILTER FAER.C. MIN. 4' BELOW FINISHED GRADE i PLAN VIEW INLET SEDIMENT BARRIER NEENAH CASTING LOCATION SET' AND GRATE R2561 BY ENGINEER ---� OR APPROVED EQUAL ow it a _ PiPi_ .11 /// CLASSf12- 1, CLASS It BEGGING MMIN. "`1REFULLY PLR • ii=p=l=ii—il? wuliggoomwAm FLOWLINE ELEV. LOCATION SET SET BY ENGINEER -- BY ENGINEER NEENAH CASTING R-3067 DR OR APPROVED EQUAL PRECAST ADJUSTING RINGS. MIN. OF 2 HOLE FOR PIPE HED )E PRECAST CONCRETE BASE WITH 6' x 6` JIG MESH INLET FINAL BACKFILL INITIAL BACKFILLI E _ L PIPE EMBEDDMENT HAUNCHING I CLASS D BEDDING 5' TRANSITION PRECAST CONCRETE BASE WUK 6" x 6' #10 MESH CURB TRANSITION SECTION BACK OF CURB FACE OF CURB CUTTER FLAG Li W Q O W 0 z . ca U 'NOO ?oeS00 or rls m.a - u ua nQT TO .SCALE 12 OF 14 ,I 00 LIMIT OF CONCRETE ' 5' SIDEW4(4') 5' SIDEWALK (4-) ONCRETE P,E, CURB HEIGHT 6` CURB HEIGHT 6® A CURB A CUTTER TYPES 0` A PRIVATE ENTRANCE (PLAN VIEW e' 1 /4• 7 tfa' 4 ss DP IF 24- SECTION A -A EA 2•R 1/4`R 9 1 4• R ®®.�® �L r z' > 24' .---�j 1 SECTION B-B CURB & CUTTER O . OP THE BOTTOM OF CURB ..D GOITER MAY • OR PARALLEL BE THE SLOPE a OF 714E SUBGRADE COURSE. MAINTAINED,THICKNESS IS CONCRETE; CURB & GUTTER , 36" OF CURB JUNCTION SLOT SOD ONLY DETAIL A JUNCTION SLOT SEED ONLY DETAIL C ANCHOR SLOT AT BEGINNING AND END OF EROSION MAT DETAIL B. LAP JOINT SEED AND SOD DETAIL D 2` 4" 6.4` R. 1"-6" MIN. I' V MIN. 4" MAX. 4' �4° MAX. SECTION C-C EXTEND MAT OVER TOP OF BANK (MIN. OF 5') fT_ti�7?ilTiII�i3 —v F 1' P2.5 CM) 2-f(05.1 CM) EROSION CONTROL MAT DETAIL O TYPICAL STAPLE . 6" (15.2 CM MIN. FOR LOOSE SOILS 12• (30.5 CM MIN FOR LOOSE SOILS 8' (20.3 CM MIN WHERE BOTH SOD AND MATS ARE BEING USED) GENERAL NOTES Details of construction, materials and wOrkmmship not shorn on this droning shalt conrvm to the pertinent requirements of the Standard Spedfcotions and the applicable Special Provisions. Lop Joints shall not be placed in the boNam of V-shaped ditches. Junction slots on od)ocent strips of Matting shalt be staggered a minimum of 4 feel (1.219 m) oporL Edges of the Erosion Mat shall be impressed in the soil, EROSION MAT OVER SEEDING Junction or Anchor Slots shall be at minimum inter�cls of 50 feet. 18, 6• A, SIDEWALK, s SECTION D-D SURFACE TEXTURING SURFACE TEXTURING SHALL CONSIST OF LINEAR IMPRESSIONS APPROXIMATELY 1\4 INCH TO 3\8 INCH IN DEPTH AND WIDTH, ORIENTED TO PROVIDE A UNIFORM PATTERN OF DIAMOND SHAPES MEASURING APPROXIMATELY 1 1\4 INCHES IN WIDTH BY 2 1\4 INCHES IN LENGTH,MTH THE LENGTH BEING PARALLEL TO THE DIRECTION OF PEDESTRIAN MOVEMENT. THIS SURFACE TEXTURE MAY BE ACHIEVED BY IMPRESSING AND REMOVING A PIECE OF EXPANDED METAL REGULAR INDUSTRIAL, MESH INTO THE SURFACE OF THE RAMP WHILE THE CONCRETE IS IN A PLASTIC STATE. SURFACE TEXTURING SHALL BE CONSIDERED INCEDENTAL TO THE UNIT. BID PRICE FOR SIDEWALK. `• s-za-sz n. t2.tlYR _o 4^ a F;3F C 0 n a a a o � 0 0 a � 4 ��s LsJ .m J J } t� 0 0 l� 0 a Lij o a }®C 00 A a or KLS 40 bg MCi �• NOT TO KALE �t ra 13 OF 14 CC)NCRET:E !3ARRIER, TRANNfION SECTION HANDICAP RAMP HYDRANT TO BE PLACED WITH 4-t/2- NOZZLE 2-2 112- HOSE NOZZLES FACING STREET 1-4 1/2- PUMPER NOZZLE Em ro-20walom ALL HYDRANT CAPS TO BE PENTAGON TYPE NUT 1-112- EACH SIDE KITH CHAINS MAIN VALVE OPENING 5' MINIMUM WATERCUS HYDRANT OR APPROVED EQUAL SEE CONTRACT DRAWINGS C.T. VALVE BOX CLOW FOR DEPTH OR APPROVED EQUAL 112 C.Y. WASHED STONE 6* CATE VALVE dCONCRETE ;,60c ou (NOT RE IONT RE CASKETS VARIABLE Tsor VARIABLE VARIABLE MECHANICAL JOINT FITTINGS OR INSTANT JOINT RESTRAINT RESTRAINT CASKETS (US PIPE FIELD ECK OR EQUAL} HYDRANT TIEBACK BETWEEN FENCE POST AND ANCHOR GENERAL NOTES VARIABLE ---------------- ALL BOXES TO BE ADAJSTED TO FINISHED GRADE SERVICE BOX VART E DIRECT C ON (ONE MECC) CONNECT :ONNECT io WATERMMN '�N E)OSTING ® � CURET STOP L TAP SERVICE PIPING THRUST BLOCK COPPER TUBE - TYPE 'K' O'D W/ L STRUHNT CORPORATION STOP CURB STOP SILT FENCE DETAIL OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REOUIREMENTS OF THE STANDARD SPECIFICATIONS AND APPLICABLE SPECIAL PROVISIONS. FLOW DIRE C ON WH�N P08POLE THE SILT FENCEN?SIOULD F CUPN�LVICTf8 IN AN ARC HORSESHOE SHAPE W H THE POINTING MAXIMIZE R ANCHOR TAKE C108a LONG STRENGTH AND EFrECTIVENESS OCROSS BRACE WITH 2'z4' WOODEN FRAME OR EQUIVALENT AT TOP OF POSTS AS DIRECTED BY THE ENGINEER. SILT FENCE TE BACK (DMINIMUM 14 CAGE AIRE REQUIRED, FOLD FABRIC 3' OVER THE WRE AND (WEN REQUIRED BY THE ENGINEER) STAPLE OR PLACE WIFE RINGS ON 12' C-C @EXCAVATE A TRENCH A MINIMUM OF 4' WIDE A, 6* DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH AND BACKPILL & COMPACT TRENCH WITH EXCAVATED SOIL, GEOTEXTILE FABRIC BRIC 13RIC OMRE SUPPORT FENCE SHALL BE 14 CAGE MINIMUM WOVEN 'AIRE WITH A MAXIMUM MESH SPACING OF 6'. SECURE F GEOTEXTILE FABRIC TO TOP OF FENCE WTH STAPLES OR WINE RINGSAT 12' C-C. FLOW-_�01RECTIC�N gGEOTEXTILE FABRIC SHALL BE REINFORCED TAFT AN INDUSTRIAL POLYPROPYLENE NETTING WITH A MAXIMUM MESH SPACING OF 3 4' OR EQUAL. A HEAVY DUTY NYIGN TOP SUPPORT CORD OR EQUIVALENT IS REQUIRED. XCESS EXCESS ��4 P', _� FABRIC TRENCH DETAIL @STEEL POSTS SHALL E STUDDED 'TEE OF U lYP%WITH A MINIMUM WEIGHT LINEAL FOOT (WITHOUT ANC FIN ANCHORS SUFFICIENT' 1POST MOVETALNT ARE REG noo POSTS SHALL BE A MINIMUM SIZE OF 4' DIk OR 1-1 2'.3-V2' EXCEPT WOOD I, POSTS FOR GEOLEXTEE FAPRIC 7UNFORCED %4H NET .NCI SHALL BE A MINIMUM SIZE OF 1 8 OAK OR HICKORY, ALTERNATES A & 9 ARE EQUAL AND EITHER MAY BE USED 3. Nil ON C 51 GEOTEXTILE FABRIC (D REINFORCED WITH — SUPPORT NETTING 2*-0' MAX, BACKFILL & COU FRENCH WITH EXCAVATED SOIL GEOTEXTEE FABRIC WITH ALTERNATE 11- SUPPORT CCMPCNENTS I WOOD POSTS (§) LENGTH 4'-G' MIN 2'-0" MIN, DEPTH IN GROUND r- 2'-0' MAX GEOTEXTILE — FABRIC ONLY WTH - E14'rt Lol RING FOLD U` OSUPPORT AIRE MAX. GEOTEX FABRIC IOW 0. 3FQL11 ". 1 1 BACKALL & COMPACT/ RIP TRENCH WITH EXCAVATED SOIL CE07EXTIL WRE FABRIC SUPPORT FENCE Ak ATTACH THE FABRIC 10 THE POSTS %YTH AIRE lo '0 STAPLES OR WOODEN LATH AND NAILS 3 ALTERNATE '9* WOOD OR STEEL POSTS@ LENGTH 4'-0' MIN. 2'-0' WIN DEPTH INjOUND NOTE: ADDITIONAL POST DEPTH OR THE BACKS MAY RE REQUIRED IN UNSTABLE SOILS WyO ,,C�ALTERNATE TE 'A"