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2002-09-09_SMITHTOWN_ROAD_REHABILITATION t 0' "0 i ,- "- o :;: it' E . ... .~ PLAN SYMBOLS r STPTE liNE COUNtY LiNE TOWNSH! P OR RANGE l i t.E SECTjO~ l)N~ aUARER LINE SIXT[EN'TH L!NE R!GHT-OF-WAY L:I\~ SLOPE EASEMENT PRES:.NT R!CH1-OF-WAY CONTROL OF ACCES L] NE PROPERTY L INEI (EXCEPT LAND L1NESI VACATED PLATTED PROPt.RTY CORPORA TE OR C I TV LI M I TS TRUNK HIGHWAY CENTER LINE RETAINING WALL RA I LROAO RAJlROAD RIGHT-Of-WAY P.! vER OR CRCEK DRY RUN ORA I NAGE 0 ITcH DRA1N T1LE CUl VER T DROP !NlU GUARD RA J L BARBED WIRE FENCE WOVEN WIRE FENC:: CHAIN LINK. FENCE RA I LRGAD SNOW FENCE S TONE WALL OR FENCE. HEDGE RA I LRDAD CROSS I NG 5 i GN RAILROAD CROSSING dELL ~LEC1R1C WARN;NC SIGN c;~C$!; I NG GA 7E MEANDE.'f, :ORNER SPR INGS MARSH TIMBER 1 ORCHARD BRUSH ~l:jRSER'!' j CATCH BASIN j: t ~E HYDRANT CA 1 TlE GUARD !JVERPASS (H 1 GHWA Y OVER J UNDERPASS {HlGI-iWAY UNDER} 32) DGE BUILDING (ONE STORY ~RA:.IEl C - CONCAUE T - T'lLE S T - Sl"UCCO PIPE r - FRA.',l[ S -" STONE :; - 8prCK ! RG~ ROD OR ~ONU~NT {STONE. CONeRE TE, OR MET AL l WOODEN Hue CRAVEl PI";" .sAND P!1 SORROW P J: ROCK C"JARR.Y UTILITY SYMBOLS PClWER POLE L IN:: TELEPHONE OR T[Lt.GRAPH rOLE lINE. J01NT iELE?HONE .A._HD POWER ON POWER POLE ON TELEPHONE. POLES ANC;.;OR 5 TREn LI CHi PEDESTA.l.: (TELtPHONE CABLE TERMINAll GAS ~A" J N WAHR MAIN CDNOU] i TELEPHONE CABLE IN CCNOUIT ELECTRIC CABLE iN CiJNDUIT iE~;:'PHONE MlI.NHOlE ELECTR I C MANHOLE BURIED TELEPHONE CAfjU: BURIED ELECTRJC CABLE AER I AL TELEPHONE Ct.tJl E SEw:::A lSANiTARY OR STORM) S;:WER tJANHO:..t: SCALES SE -- illll\...~\.:J. ~ ---y--y--y-y -,;.-woc-;;;- -- ~-=:;= 0=====' -x-x- v v -x-x- ....9:..x -9:.. x- ~B\?!?&lj ~ ~ ~ IE Ei + 0- _0 ~ ("'Lf' )1 T J '1.6E~ <rlFV:J" . C8 ~ 0 v < Y -~~T-- ~ ~ -~ 11-S-F l~ 75 a MONU. . @ ~ @) @ -C-O[~ -@--~ %-@- t-- o .siPEO. ---G- =?''=' 1 =. ~P= c:J CEJ -T-BUR- ----- E - --T-AE - -;.->. -> ---<>--> GOVERNING SPECIFICATION~ c~~u "....... '- _ _ _ _ -'--IP.lnt~ '0. ,,~, ",.B"" . IYlfI...VlI.I. ~::n. 31. W(SIPO}Nl PL. . ~ 32. HOOOPECI'iER RlOCl RD. :n. lolAI'll HILL ol\'(. J~. ClADE AVE. NIn~NESOTA_ DEPARTMENrr OF l'FANSPORTATIO}J CITY OF SH REWOOD CONSTRUCTION PLAN FOR GRADING, BITUM1NOUS SURFACING. BITUMINOUS PATHWAY, LOCATED ON SM1THTOWN ROAD FROM CARVER/HENNEPIN COUNTY LINE AND APPURTENANT WORK TO 3~3' W. of CSAH 19 TilE INFORAf", TION SHOIIW av Tf/ES[ ORAIfINCS COlv'CERNINC TiFF ANO LOCATION or PRII/ATEtlr/L ITIES IS NOT CuARANTEEll TO 8E ACCuRATE OR ALL-'INCLuSII/E. lITE CONTRACTOR IS TO tJETERAfINE TilE TYPE ANll LOCATION or PRIVATE uTILITIES AS AfAY 8E NECESSARY TO AI/OIO llAAfiCE lITD?ETO. SAP. NO. 216-101-03 lTERSlO[LA. 'RlICERO. )RIHERN RD. Coo,l"..t hfin.neLonka ~t Lall/t. TRISTA Mil"V11t.wa..shta. 133.IiALlCREIiCT. ~e. CASCAl)[ CfR. ~~. ~~.~~!~ :~~.~. r------ SMITHTOWN ROAD 20 -me- --eoao- 2410 50. 7.10. ESAL ',531,000 OESIGN SPEED N/A BASED ON STOPPING SIGHT DISTANCE HEIGHT OF EYE 3..i.Il HEIGHT OF OBJECT Q.,jJT DESIGN SPEED NOT ACHIEVED AT: STA. _ TO STA. _ GROSS LENGTH 13356.48 BRJDGES-LENGTH 0,000 EXCEPT! ONS-LENGTH 0.000 NET LENGTH 13356.48 NOTE: DISTANCES BASED R VALUE AOT ICURRf.Hf YU~1 Hm ADT IfUTLfI( T(ARI 2m OHV rOUlGH "Jl. WI...) o (OIR(CTI~OISlR,1 T UlEAVTCClWifAWlt SOIL FACTOR DESIGN LOAD 7 TON FUNCTIONAL CLASSIFiCATiON NO. OF TRAFF I C LANE S NONE 2.529 m; ies 0.000 miles 0.000 mi ies 2,529 mi les ALIGNMENT FT FT FT FT ON ct ~~-.-J o 1500 3000 lHDEX MAP ,..,.,.,. ---3 0 SO 100 HOR1Z, ~.. ~ SO 100 VERT. 5lY ail --~ 0 10 2G PLAN PROFILE _'lj't t"OLLECTOR ---.L__._ NO. OF PARKING LANES PLM{ REV,!SIONS DATE I SHEET NO. T APPROVED BY I , __I I ===8 I I SAP. 216-101-03 TITLE SHEET SHEET NO. ---'1_ ';i{ I EXCAVATION NOTICE SYSTEM ~~. ///,-PROJECT LOCATION .V COUNTY: HE~JNEP I N /) _~ DiViSION: METRO r IA CALL iD GOPHER SHTE ONE 1651! .:15.:1-0002 REOUIRED A MIN1MUM OF 48 HOURS PRIOR TO L PERFORM1NG A.NY EXCAVATION ~ Q I THE 2000 EDITION OF THE MINNESOTA DEPARTMlNT OF TRANSPDR1ATION "STANDAI1D SPECIF ICATJONS FOR CONSTRUCfiON." SHALL GOVERN. ALL TR!JFIC CONTHDL DEVICES AND SIGNING SHALL CflNfDR;;, TO THE MN MUTCD INCLUDING THE FIELD MANUAL FDI1 TEMPDI1ARY. .TRAFFIC CONTROL L~"C LAYOUTS, DATED JANUARY, 2001. SHEET NO. -~ 1 2 3 ~-5 5-7 8 9 10 11 12-16 17 18-20 21 22-31 31A 32 33-37 3B 39 ~0-~3 ~ ~ -~ 7 ~8 ~9 50-52 53-75 INDEX DESCRiPTION TITLE SHEET GENERAL LAYOUT EST I MA TED QUANT IT I ES STORM SEWER. / CASTING SCHEDULE TYPiCAL SECTiON/DETAILS DETAILS t STANDARD PLATES/SOILS & CONST. NOTES ALIGNMENT PLAN STRUCTURE ADJUSTMENT SCHEDULE EXISTING TOPO & REMOVALS STAGING PLAN DE TOUR Pl AN SIGNING DETAILS CONSTRUCTION PLAN HCRRA STORM SEWER PLAN SANITARY SEWER IMPROVEMENTS EROSION CONTROL PLANS WETLAND IMPACTS PLAN SIGNING TABULATION SIGN REMOVAL PLAN SIGNING & STRIPING PLANS PEDESTRIAN CRDSSINO SIG~~l/DETAILS STRIPiNG DETAILS "c" & "D" DETAilS CROSS SECTIONS . I I I I I I I THIS PLAN CONTAINS 76 SHEETS. ALL APPLICABLE F[OERAL. STATE. /,NO LOCAL LAWS AND ORD1NANCE.S WILL BE COMPLIED WITH I N THE CONS TRUCTl ON OF TH I S PROJEC1. A tlJ!SB ___ 763-541-4800 & Associates, int.' . FAX 753-54~.1700 ~Uj.,{ll;j::ar..~m~~a~I~~.;'''W~~F.'~I~i::;;.~''1 4150 Olson MemoriaJ Hffjhv;ay Sui!e 300 Minneapolis, MN 55422 ! i J ~""b" , 1 ~=.4= " APPROVED . ~K/~ < . .. . ... ... . 4-20-"::'-:::'" "" " '"~,~OO ,~'""" APPROVED r ()/ E c.J- s;7.i ..3 20 c?/ METRO-ASSISTANT DIVISION ENGINEER-STATt AID: REVIEWED FOR COMPLIANCE WITH STATE AID RULES/POLICY APPROVED p~ [~ .rp.; aft -~~~20-- J...,APPRDVED FOR STATE AID FUNDING: STATE AID ENCIN~~R. PLANS wERE PREPARED LICENSED PROFESSiONAL 26082 PLAN WAS PREPARED BY M: OR UfWER LICENSED PROFESSIONAL E.NG [NE:.R P.E. 1917, LIC. NO,.____ v '-"- -- -c~ ~ '-- ~)!~L- ---: ~<--- ~'\ ..-.' \--- [ill I,; @J \ ~f/.~.,. \ ~~~../~' / -------- ~ 'f,! / . ., I. .... :t- ---1& Q'~ /J ,'r I I Ii.'....../;. l. ~'Il "fJ( " f ~ !:.:.~/ -~ _v "\-1'--~ "'r" ---- ___ __ r~) __ ~~f If -- I ifi'F' I. --- .~ ,~ ~ ,--, ---- ! __ /~ I'" ._'" ,-- -0;-- ___ _ ('"'"""" ......... ......... """"'" :/..,u .,. ~ 'I-.::::~, , /'..~. D ." ,. !........J / . - ~ \ J'/~' "" ik -, ' ,~ i~i j~ T \\~, - ,~~'.,;;- ::-:., L-jz/I ._ ,i~. -=- ,=~; I;" \ ,/~~~~ . J '--.... 2L6: ~~~::::--.. . /., _ .. ~~ i=-' I ~ . \ p..~4~'l"A'"' \' ~ u _ ~. ' ,.;:,-.'.. I- r--I- _~ " ,..':. ':-_." .~..:~ /'~~.~\i f' 05 - >----" ':::1 i-, ~ - -,,"""'i. ~l- ~ '_~"_ . -', " '-- Li // ~~ {n-~f ~, ~_ ' \ ~ It, ' __ "'i-7'~' ~.. i 81'.. ,~ - -f-~ I ~ M / - D r.- "i - 27 ~ ~ ~ - " / ,,!~. ____ _ ,?__ ~/ _ - L~ ; '---'-, ::-- -u~~;~!: -." :.- ---- ~I I I---- .' r------- -+-- r--- - ~1I' ~~ i "'=:. ~ - ~ ~I~ ~\~Jjl ,}, J ___ ~ / / / / / / ~ o 200 ,'" ~ /\ -II ~o. .~u ~~! a~ .~ 9",8 w - .... Q. z ...' 2~~ a. 8g~~' ~ .z 5>2;~~ ~ 0 ~ ~OWlJJ...... I- 2 J~t~ G !; . n. ~::i ::c..... ~!~~ e W N' ~o~~ ~ 0 ;~:~ ~ ~ ~~~~ 0 ~ u. fu~~~ Ii ....-' ~~~~ c I ~ /" / I / ~ _I IL I I--- _-'1lt'- / 31AI/< -~ 1 /- J I I I C/ _ _-r- - - ~. : ~/r \- - ,," _~~ c--U 1_ ~ -7~ _ .........1_ ......... " .\ ~~p....;::?il; Ib"",b:= c '~~~ I Jt~ ,J - - - 1 NY----- -r-t\1 C ," 4" :='_ . /, 'T -- --j -~ _0: _ ~" ~ . _ / '{ - -+-f-- f--- ~- __- \ ~ V' L L' ,I' I . < . ,,,,-_ """'~/_' 1- -+-- -- - - -- '-'c --- - ",~'~$ (; r;::;-]N \ - .-"" .- - -- - - - .~ :-' --: ~~-' . - ,. ' ,~-;. -, <\ \: - ! :;;.=~ ..---_- _ _,_ ,_,-1' \._ - r- _ I ~ -~ '-'- .:... \ J' U - e:'" ' [2!] I :111 ~[~: _~~---"""",,......l-/VL - I -~ -= -----'--'-~,' \ -_--.:..~\ 0 ~ i -------11 i~i I! _ _ __~ <_ _ c_ __ _ _--------r- ~ ; 9 _ ' ,. 0 c: - . , '0 - I I' 0 " _ ' 0 ~ __ __ c J~' I ; _ ' "' '~m~""""",,, L ~ I~ i -- ---.J l''' 'W 'OC""" oc ",..:/7Ji' oo"'~"""'"'''' - <il~:1 'lji .... , , __.j if"';,,!:"!:!',;!!,';/';' i"iiJ!il "~~ {i,,'!i;!!/;,"!fj\' ' I I I I MAY BE NECESSARY TO AVO~Ooro'''''''' ""Ul''' " C "MACE THERETO. 77 , ~ Eo-< ",,0 oErJJ L.__4';~~ ~~ I ~\ ":::l l.. ~ '\\ C'l = 0 ,\\ ..e.:: ~ .... i-"i-_~ =..s=~ ~:= C'l .s:C~~ ofL~ 1: 0 .- Q.l = 0 e ~ ~> rJ'j ...r ~ ~~ =~ C'l0 ffil ~;::; I I I I L I R .~ I _.- 1- o 200 I 400 rAP. 216-101-03 I GENERAL LAYOUT ISHEET 2 OF 75 C'" ESTIMATED QUANTITIES ESTIMATED QUANTITIES IT SAP. 21&-101-03 S.A P. 21&-101-03 STREET STORM CITY TOTAl MN/DOT STREET STORM CITY TOTAL )ENO. MNlDOT ITEM ITEM UNITS QUANTITY NOTES ESTIMATED ESTIMATED ESTIMATED ESTIMATED LINE NO. UNITS QUANTITY NOTES ESTIMATED ESTIMATED ESTIMATED ESTIMATED UNIT UNIT QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY 1 2021.501 MOB III Z A T I ON LUMP SUM 1 1 0.70 0.25 0.05 1 65 2506.602 CASTING ASSEMBLY (CATCHBASIN) EACH 16 0 16 0 16 66 2506.603 CONSTRUCT SANITARY MANHOLES LIN FT 7.4 0 0 7.4 7.4 2 2104.501 REMOVE PIPE CULVERTS LlN FT 536 536 0 0 536 . 3 2104. 501 REMOVE SEWER PIPE (STORM) L IN FT 215 0 140 75 215 67 2511.502 RANOOM RIPRAP CLASS IV CU YO 184 49 135 0 184 i!i~ 4 2104.501 REMOVE SEWER PIPE (SANITARY) LIN FT 416 0 0 416 416 68 2511.515 GEOTEXTILE FILTER TYPE IV SO YO 278 74 204 0 278 .0 5 2104.501 REMOVE CURB AND GUTTER LlN FT 100 100 0 0 100 ~ 6 2104.503 REMOVE CONCRETE SIDEWALK SO FT 250 0 0 250 250 69 2521.501 4" CONCRETE WALK SO FT 1.520 1.520 0 0 1.520 7 2104.505 RE MOVE CONCRETE DRIVEWAY PAVEMENT SO YO 30 30 0 0 30 8 2104. 505 RE MOVE BITUMINOUS PAVEMENT SO YD 870 870 0 0 870 70 2531.501 CONCRETE CURB & GUTTER DESIGN B618 L IN FT 430 430 0 0 430 ~ ~! z r " ~ 0 9 21 04 . 509 RE MOVE DRAINAGE STRUCTURE EACH 1 0 1 0 1 71 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SO YO 30 30 0 0 30 .0 ~o ;;;..., go 10 2104.509 REMOVE MANHOLE EACH 2 0 0 2 2 72 2531.602 PEOESTRIAN CURB RAMP EACH 6 0 0 6 6 ~ ~ >::- 11 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LlN FT 33 33 0 0 33 . 12 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 1.900 1.900 0 0 1.900 73 2535.501 BITUMINOUS CURB LIN FT 3.380 3.380 0 0 3.380 u ~i5 3. _ r 13 2104.523 SALVAGE CAST I NG EACH 76 0 22 54 76 . ~ 00 14 2104.523 SALVAGE SIGN EACH 73 0 0 73 73 74 2540.602 SALVAGE AND REINSTALL MAILBOX EACH 97 0 0 97 97 ~ . . . 15 2105.501 COMMON EXCAVATION CU YD 1.000 2 1.000 0 0 1.000 75 2563.601 TRAFFIC CONTROL LUMP SUM 1 0.70 0.25 0.05 1 ~~~ 76 2563.610 FLAG PERSON HOUR 480 4 480 0 0 480 ~z3 16 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR 40 3 20 0 20 40 g~~ ~ 77 2564.531 F & I SIGN PANEL TYPE C SO FT 359 359 0 0 359 6'~~ \ w ~ AGGREGATE BASE. CL 5 ( 100"/. CRUSHED) TON 3.200 3.200 0 0 3.200 78 2564.531 F & I SIGN PANEL TYPE 0 SO FT 13 13 '0 0 '<~~ " ~ 17 2211.501 13 ~; ~ g'\, 79 2564.602 INSTALL SIGN PANEL TYPE C EACH 26 5 26 0 0 26 z 5i~Bi51 " 0 ~ 18 2331.604 BITUMINOUS PAVEMENT RECLAMATION SO YD 40.000 40.000 0 0 40.000 80 2564.602 INSTALL SIGN PANEL TYPE 0 EACH 47 5 47 0 0 47 ~ ;{: ~ I CA " 19 2331.607 HAUL BITUMINOUS PAVEMENT RECLAMATION (L V J CU yo 500 2 500 0 0 500 81 2564.603 4" DOUBLE SOLID LINE YELLOW - PAINT TEMP L IN FT 13.200 13.200 0 0 13.200 it.=ig: r " 82 2564.603 4" SOLID LINE WHITE EPOXY LIN FT 25.300 25.300 0 0 25.300 ;;" ~ ..; 2340.5D8 TYPE 41 WEARING COURSE MIXTURE TON 5.230 5.230 0 0 5.230 83 2564.603 4" DOUBLE SoLlD LINE YELLOW EPOXY L IN FT 13.200 13.200 0 0 13.200 'z, N 20 gg~~ 0 BINDER COURSE MIXTURE TON 7.850 7.850 0 0 7.850 84 2564.618 ZEBRA CROSSWALK WHITE-EPOXY SO FT 360 360 0 , 21 2340.510 TYPE 31 0 0 360 )-:o)-~ ~ ~ 0 22 2340.514 TYPE 31 BASE COURSE MIXTURE TON 7.850 7.850 0 0 7.850 ~e~: , 0 23 2340.518 TYPE 41 BITUMINOUS MIXTURE FOR DRIVEWAY TON 210 210 0 0 210 85 2565.616 PEDESTRIAN CROSSWALK FLASHER SYSTEM EACH 2 2 0 0 0 ......~<o ~~~~ 24 2357.5D2 BITUMINOUS MATERIAL FOR TACK COAT GALLON 4.740 4.740 0 0 4.740 86 2573.501 BALE CHECK EACH 600 600 0 0 600 ;;~~ 0 87 2573.502 SILT FENCE. TYPE HEAVY DUTY L IN FT 4.120 6 4.120 0 0 4.120 25 ~501.515 1 2" RC PIPE APRON EACH 5 4 1 0 5 88 2573.502 SILT FENCE. TYPE MACHINE SLICED LIN FT 4.120 6 4.120 0 0 4.120 26 2501.515 1 5" RC PIPE APRON EACH 12 6 6 0 12 27 2501. 515 18" RC PIPE APRON EACH 4 0 4 0 4 89 2575.505 SODDING. TYPE LAWN SO YO 12.000 7 12.000 0 0 12.000 ~ ~ _~~1.515 42" RC PIPE APRON WI PILING EACH 5 4 1 0 5 90 2575.601 EROSION CONTROL LUMP SUM 1 1 0 0 1 Eo-< .1~ 2501. 6D2 TRASH GUARD FOR 12" PIPE APRON EACH 5 4 1 0 5 91 2575.605 TURF ESTABLISHMENT ACRE 3 8 3 0 0 3 ",,0 30 I 2501.602 TRASH GUARD FOR 15" PIPE APRON EACH 12 6 6 0 12 cSrJ1 31 2501.602 TRASH GUARD FOR 18" PIPE APRON EACH 4 0 4 0 4 .::c~ 32 2501.602 TRASH GUARD FOR 42" PIPE APRON EACH 5 4 1 0 5 "Cl :;~ 0:0: = EACH 0 8 <= .S ~..... ~- 2502.501 6" PRECAST CONCRETE HEADWALL 8 8 0 ~ .... 1;~ -2.L_ ;-1;;02.501 8" PRECAST CONCRETE HEADWALL EACH 2 2 0 0 2 = 0:0: 35 2502.521 6" PVC PIPE DRAIN LlN FT 75 75 0 0 75 ~ == 0:0: = ~ 36 2502.521 8" PVC PIPE DRAIN L IN FT 30 30 0 0 30 <= :c u~ L I N FT 30 30 0 0 30 .... C':lto 37 2502.521 10" PVC PIPE DRAIN ..= 38 2502.541 10" PERF PVC PIPE DRAIN Ll N FT 862 862 0 0 862 .... ~=o 39 2502.541 6" PERF PE PIPE DRAIN L IN FT 26.700 26.700 0 0 26.700 's ~ ~~ 40 2502.602 6" PVC PIPE DRAIN CLEANOUT EACH 7 7 0 0 7 VJ ]~ 41 2502.602 RODENT GUARD FOR 6" PIPE DRAIN EACH 37 37 0 0 37 42 2502.602 RODENT GUARD FOR 8" PIPE DRAIN EACH 2 2 0 0 2 43 2502.602 10" PVC YARD DRAIN EACH 3 3 0 0 3 0:0:0 ~ _4.4 2503.541 12" RC PIPE SEWER DESIGN 3006 CL ASS V LlN FT 95 34 61 0 95 rJ') 45 2503.541 15" RC PIPE SEWER DESIGN 3006 CL ASS V LlN FT 459 126 333 0 459 46 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS III LlN FT 155 0 155 0 155 NOTES: -iL. 2503.541 36" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 29 0 29 0 29 1. THIS ITEM CAN BE NO GREATER THAN 2"/. OF THE TOTAL BID PRICE. ~ 2503.541 42" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 228 128 100 0 228 2. THIS ITEM INCLUDES HAULING EXCESS MATERIAL TO THE TEMPORARY STORAGE AREA AT THE 49 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 2 0 0 2 2 MUNICIPAL MAINTENANCE BUILDING. 50 2503.6D2 CONNECT TO EXISTING MANHOLES (SAN J EACH 2 0 0 2 2 3. STREET SWEEPER SHALL BE USED AS NEEDED. OR AS DIRECTED BY THE ENGINEER. ADDITIONAL HOURS. 51 2503,603 10" PVC PIPE SEWER SoR 35 LlNFT 416 0 0 416 416 IF ACCUMUL A TED. SHALL BE PAID FOR AT UNIT PRICE BID. 4. FLAGMEN SHALL BE USED AS NEEDED. >-ON 00 OR AS DIRECTED BY THE ENGINEER. ADDITIONAL HOURS. mON 00 52 2504.6D2 ADJUST GATE VALVE & BOX EACH 20 0 0 20 20 i<"'''' ~t; EACH 3 0 3 3 IF ACCUMUL A TED. SHALL BE PAID FOR AT UNIT PRICE BID. ~~t2 ~~ 53 2504.602 ADJUST MANHDLE 0 5. THIS ITEM IS FOR INSTALLATION OF THE SALVAGED SIGNS. x'Sz row:! 6. SILT FENCE TYPE MACHINED SLICED SHALL BE USED AS THE PREFERRED ALTERNATE MATERIAL. SILT ;:; .~- 54 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4 020 LIN FT 28.8 0 28.8 0 28.8 0 ~ FENCE. TYPE HEAVY DUTY SHALL BE USED IN LOCATIONS WHERE THE MACHINE CANNOT OPERATE E (5 55 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 96-4020 L I N FT 6.7 0 6.7 0 6.7 7. THIS ITEM SHALL INCLUDE 4" OF TDPSOIL. FERTILIZER & MAINTENANCE. " g- DESIGN ::; ., 56 2506.502 CONSTRUCT DRAINAGE STRUCTURE H EACH 6 0 6 0 6 8. THIS ITEM SHALL INCLUDE 4" OF TOPSOIL. SEED (MIXTURE 25B. OR AS NOTED ON THE PLANS), c: c: FERTILIZER.. g c: 57 2506.5D2 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH 1 0 1 0 1 MULCH. & DISC ANCHORING. 0 :E " 58 2506.522 ADJUST FRAME &. RING CASTING EACH 8 0 0 8 8 0 59 2506.522 ADJUST FRAME &. RING CASTING (SANITARY) EACH 50 0 0 SO 50 '" ;:; 60 2506.522 ADJUST FRAME &. RING CASTING (SToRMJ EACH 6 0 6 0 6 ~r 61 2506.6D2 ADJUST CATCH BASIN EACH 16 0 16 0 16 c 62 2506.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 32 0 32 0 32 0' ~~ 1;' 63 2506.602 CONNECT INTO EXISTING STORM SEWER EACH 1 0 1 0 1 I SAP. 216-101-03 ESTIMATED QUANTITIES SHEET 3 OF 75 I EXISTING TOP PROPOSED Top. UPSTREAM DRAINAGE STRUCruRE PROPOSED STORM SEVIER P1PE DO\\!lSTREAM DOWNSTREAM GEOTEXTILE TOP Of RIPRAP STRUCTURE LOCATION OF CASTING Of CASllNG INVERT RC APRON DES SPEC YARD CASTING ADJUST PIPE INVERT DOWNSTREMl CASTING RL TER CLEAN.OUT EXISTING SLOPE REM^RKS NUMBER FROM OFFSET ELEVATION ELEVATION ELEVATION WrrRASH GUAAO DESH 1 4D2CJ.48 DRAIN ASS'Y CASTING la'PVC 12'RCP 15"RCP I/rRCP 30' RCP 42' RCP ClASS ELEVATION STRUCruRE ELEVATION CUV TYPE IV STRUCruRE STATION FEET FEET FEET FEET SIZE EACH EACH EACH UN FT EACH EACH EACH EACH UN FT UNFT UN FT UNFT UNFT UNFT % FEET FEET CUYD so YO 5000 169+32 IS.5' LT N/A N/A 938.00 12" I 56 V 3.23 936.00 5001 939.0 SOOI 169+94 lS.s' LT N/A 939.0 935.50 3.50 A 40 ] 1. 75 935.00 5002 939.0 1 . s002 169+94 20 RT N/A 939.0 935.00 4.00 A 4 ] I 1.00 934.90 5003 N/A 5n03 169+94 28' RT N/A N/A 934.90 18" I 7.8 11.7 ){,' 1 74 +28 41' L T N/A 936.4 932.65 I A 41 V 5.24 930.50 5005 934.0 5004 ~005 173+89 IS.5' LT N/A 934.0 930.50 3,50 A 40 V 1.00 930.10 5006 934.0 2 sn06 173+89 20' RT N/A 934.0 929.85 4.15 A 4 III 1.00 929.75 5007 5007 173+89 30' RT N/A N/A 929.75 18" I 7.8 11.7 --;:nrlil 176+58 13' LT 934.35 934.69 931.05 0 I Catch Basin 5009 934.65 (2 RinQsl snno 176+58' 15' RT 934.27 934.65 930.67 0 I Catch Basin <3 RinQs I 5010 180+33 13' LT 934.95 935.54 932.15 0 I Catch Basin 5011 935.50 (3 RinosJ ~nll 180+32 IS' RT 934.84 935.50 930.74 0 I Catch Basin (4 Rlno;rsl 5012 183+77 13' LT 938.39 938.38 933.19 0 1 Catch Bosin 5013 938.37 (8 Rings) 5013 183+77 15' RT 937,69 938.37 931. 89 0 1 Catch Bosin 5014 ( 3 Rings) 5n14 183+88 23' RT 8 1 Manhole (5 Rings! 'inl S 185+87 13' L T 940.73 941.25 936.63 0 I Catch Bosin 5016 041.41 (9 Rings I snl. 185+87 5' RT 941.00 941.41 933.9n B 1 Manhole 5014 (6 Rings I 5017 187+97 7.s' RT 947.23 946.99 938.73 B I Manho Ie 5016 9D.90 (5 Rlno;rsl snl R 189+11 15' LT 946.48 946.67 939.48 0 1 Catch Bosin 5020 942.85 (6 RinQsJ snlo 189+11 13' RT 946,46 946.71 942,46 0 1 Cotch Bosin 5020 942.85 ( 7 Rings) sn?n 189+12 6.4' RT 946,85 946.97 942.85 B 1 Manhole 5016 933.90 (3 RinQs I ~n?1 191+37 7.3' RT 946.56 946.80 941. 96 B 1 Manhole 5020 942.85 <3 Rinos I 5n22 191+37 18' L T N/A 945.85 942.38 1 A 5 V 1.00 942,33 5023 942.33 5n23 191+37 13' LT 946,43 946.69 942.33 0 1 Catch Bosin 5021 941.96 5. 16 Rino;rsl 5024 191 +37 15' RT 946.41 946.65 943.31 0 I Catch Basin 5021 941.96 (3 Rinl;Js I 5025 193+13 6.6' RT 947.96 948.20 942.86 B I Monhol e 5021 941.96 (3 Rings) ~n?" 193+59 21.2' LT 947.81 4~,?1 0 1 Catch Basin 5028 044. nR (0 Rings! ~n?7 193+86 6' RT 948.23 948.81 04'. ?; B 1 Manhole 5025 04? ." ( ( 1 112" Sec &. 2 R I no;rs ) 'in?R 193+92 24' LT 947.78 948.50 944.08 0 1 Catch Bosin 5027 Q4'. " (1 Ring! (Br ick I ~- 194+10 13.7' LT 947.92 948.85 944,52 0 1 Catch Bosin 5030 Q4 .73 {6 RingsHBrickl 194+10 15' RT 947.83 948.82 943.73 0 1 Catch Bosin 5027 04'. " (3 Rino;rsl ~n'l 201 +76 32' RT N/A N/A 936.30 15" 1 47 V 1.80 935.24 5032 1 'im7 201 +93 24' L T N/A N/A 935.24 IS" 1 5.8 8.7 sn" 202+62 25' RT 936.46 936.45 934.25 I A Cotch Basin 43 III 0.58 934.00 5034 7 ~n'4 202+64 18' LT N/A 93 J. 57 934.00 3.57 A 14 III 0.60 933.88 5035 1 ~n" 202+66 38' LT N/A 933.63 18" I 7.8 11.7 5n36 207+52 19' RT N/A N/A 934.50 15" 1 A 48 V 3.33 932.70 5037 1 5037 207+99 20' RT 934,94 934.75 932,45 2,30 A Cotch Basin 38 III 0.95 932.09 5038 7 5038 207 +99 18' LT N/A 936.37 932,09 4.28 A 4 III 0.95 932.00 5039 3 5039 207+99 28' LT N/A N/A 932.00 18" I 7.8 11.7 --' ,QAj). 225+00 27' RT N/A 969.75 0"].7< 1 C 10 I snR " n,s 967.70 5041 (See Detail) 41 225+00 15' RT N/A 967.7n 1- 150 IsnR " "I n.4 967.10 5043 G" C I eonout f--- 112. 223+54 27' RT N/A 970.0 967.5n I C 10 IsnR " 4.0 967. 10 5043 (See Detai I) 4~ 223+54 15' RT N/A 967.10 1- 133 5DR 35 (AI 0,4 966.57 5045 6" C I eonout 44 222+2 I 27' RT N/A 969.3 966.80 1 C 10 SDR 35 2.5 966.55 5045 (See Detoi I) 4S 222+21 15' RT N/A 966,55 1- 140 SOR 35 (AI 0.43 965.95 5046 6" C I eonout ~n4. 220+85 15' RT Nh\ 965.95 I 160 SOR 35 ( AI 0.41 965.30 5047 6" Cleonout ~n47 219+25 IS' RT N/A 965. 30 1- 75 SOR 35 (AI 0,40 965. bo 5048 6" C I eonout ~- 218+50 15' RT -N/A .. ..965.00 .'. ... 1~ 150 SOR 35 (A I 4.47 958.30 5049 6" C I eonout 2 1 7+00 IS' RT N/A 958.30 1- 54 SDR 35 (AI 7,96 954.00 5050 6" C I eonout snsn 216+52 31 ' RT N/A 957. 10 953.60 3.50 A 58 V 0.78 953.10 5051 5n51 21 5 +8 8 25' RT N/A N/A 953,10 IS" 1 5,8 8.7 2 5052 223+87 25' RT N/A N/i~ 970.30 12" 1 18 V 0,40 970,18 5053 8 5053 224+17 25' RT N/A N/A 970, 18 12" I sns4 231 +84 18' LT N/A N/A 0"], "r 12" I 16 , 7 I 967.40 5055 2 <;nss 232+12 18' LT N/A N/A %7.4n 12" 1 . ~n~;: 233+44 27' L T 965. 04 961. 18 Catch Basin 50 V n.sn 960. 90 5057 2 sn'i7 234+00 18" LT N/A 960.90 15" 1 5. B 8.7 snSR 234 +38 2D' RT N/A N/A 957.90 15" 1 24 V 1. 11 957.50 5059 2 ~n~Q 234+74 20' RT N/A N/A 957.50 IS" I ~. 235+75 18' L T N/A 955.65 952.65 1 A 14 V 1.00 952.45 5061 235+75 32' L T N/A N/A 952.45 15" 1 5,8 8.7 5n62 235+75 38,5' RT N/A N/A 950.30 42" I 55 III 0.75 949,77 5063 4 5n63 235+90 32' LT N/A N/A 949.77 42" I 21. 7 32.6 5064 235+85 37. 4' RT N/A N/A 950,30 42" 1 55 III 0.75 949.77 5065 4 5065 236+00 32' LT N/A N/A 949,77 42" 1 21. 7 32.6 t sn.. 236+30 20' RT N/A 955.43 0<;?4' 1 A 46 V 1. no 951.86 5067 1 0' ~n"] 236+30 32' LT N/A N/A 951.86 IS" 1 'i.B 8.7 '! " "- o ~ o U /" co "' NOTES: 1. All structures sholl be adjusted to match new grade. All work included os port of the structure adjustlTBnt sholl be paid for os "2506.522 Adjust FralTB and Ring Costing IStorm]". 2, Ring count is for existing structure. All rings sholl be replaced os pod of the structure adjustlTBnt. 3. All costing osserrbl ies sholl be replaced and wi II be paid for os "2506.516 Costing Asserrbly". Stondord m:mhole fralTB and Neenah R 1733 cover with 2 concealed pick holes'" self seal ing lid. or approved equivalent, 4. The grout on the inter i or of the structures sho II be trowe I ed srrooth. 5. Grode ditch to drain to c.b. 6. Grode ditch to drain to culvert. 7. Replace existing c.b. 8. Proposed dr i vewoy cu I vert. (AI 10" Perf PVC SDR 35 Pipe Oroin " "- o ~ 5. 00 not grout over the costing inside the structure. The seom between the ring costing and the ad jus tn-ent r i nos sho I I be srroothed over, 6, All under drain inlets/outlets sholl hove rodent guards IAgri-Droin Rot Guards. or approved equivalent. 6" '" 8" guards to be stainless steel I 7. A I I aprms sho II have trash guards. 8. All manhole covers sholl have raised letters. minilTlJm two-inches 12"1 high. " Storm". REMARKS 1. Replace Existing 15" CMP Culvert. 2. Replace Existing 12" CMP Culvert. 3. Replace Existing 18" CMP Culvert. 4, Rep I ace Ex i st i ng 42" CMP Cu I vert. STORM SEWER / CASTING SCHEDULE SHEET 4 OF ~~ '0 ~ ~ 0 0 ~ ~ u p ~ ~ % . " 00 ~~ "% ~~ ~ gl - ~~ ~> " .' .~ '0 ~~ <" 0 ~o , ,m t 0 ~o , ~~ ~ 0 . ~[ , ~~ -, ~ '"0 ec = Q .S ~"'; ~:= o:C; - ec o:;S.c -S ~ VJ -< E-4 ;..0 cErfl ..:t~ ;..z Oz ~..... c~ ec E~ 'to =0 ~~ ~~ ecO :I: rJ'j >-ON roON :OM'" B,.~~ ~:JZ 1ijU).:!: "t: o E '" ::;; c: o '" o o '" :;: 00 00 !.f~ H <0<0 ... ... ~ .'if -0 0- m <I> c: c: :g "'" I ti ~~ j 75 t 0' "0 N ~ -< "- o :;: "0 o U ./ ro '" -< "- o ;:; ./ 'E EXISTING TOP PROPOSED TOP UPSlREAM DRAINAGE SlRUCTURE PROPOSED STORM SEVIffi PIPE DO~SlREAM DO~STREAM GED1B<TlLE OF CASTING OF CASTING INVERT PIPE TOP OF RlPRAP ALTER STRUCTURE LOCATION RC APRON DES SPEC YARD CASTING ADJUST INVERT DO~STREAM CASTING WITRASH GUAAD DESH 1 4020-48 CLEAN.OUT EXISTING ClASS SLOPE REMARKS NUMBER FROM OFFSET ELEVATION ELEVATION ELEVATION DRAIN ASS'Y CASTING llrPVC 12'RCP 15"RCP 18'"RCP 42' RCP 51"x31.5" RCAP ELEVATION STRUCTURE ELEVATION CUV TYPE IV STATION FEET FEET SIZE EACH EACH EACH UN FT EACH EACH EACH SlRUCTURE UN FT UNFT UN FT UN FT UNFT UNFT FEET FEET % FEET FEET CUYO sa YO "068 251 +31 20' RT 967.60 IS" 1 32 V 0,53 967.80 5068 5.B 8.7 2. 6 5069 251 +34 18' L T 969.90 967.80 1 A "070 0+65 IT.5' L T N/ ./A 965.0 960.55 1 29 III 0.40 960.43 5070 ""71 0+93 12' LT N/./A 966.59 959.93 " 6.66 B' ....... 100 III ".4" 959.50 5071 2+00 16' LT N/MA N/A 959.50 42" .. 1 .. '. ....;::. .... .. . ... .... ....... ........ .... ...... .... 2? 0 33.0 5077 IS" I 5073 278+60 24' RT N/./A N/A 986.36 1 40 V 0.50 986.10 5072 5.8 8.7 2. 6 279+1222' RT N/A N/A 986.10 IS" 1 ~on to hove sheet p II i ho NOTES: 1. All structures shall be adjusted to rn::Jtch new qrode. All work included os prrt of the structLre odjust""nt .sholl be pold for os "2506.522 Adjust Fram O'ld RifltJ CostifltJ 15torml". 2. Rino coont is f~ existiOQ struchre. All rirIQs sholl be replaced os pert of the structure odjustrrent. 3. All coslinQ oss",",lles sholl be reploced end wIll be paid for os "2506.516 CostlfltJ Asserrtlly". Standard roonhole frare and Neenol1 R 1733 cover wIth 2 CO'lCeoled pick holes & self seallnQ lId. or approved equ [vo lent. 4. The (,Iroot en the Inter i CY of the structures sha II be trowe I ed srrooth. 5. Do not Qrout over the costlnQ Inside the struch.....e. The seam between the rlno costint;l and the odjustrrent rinos sholl be SfT'OOthed over. 6. All under drain Inlets/outlets sholl have rodent ou<rds I AWi-Drain Rot Cucrds. CX" approved 8'" PERFORATED PE PIPE DRAIN SCHEDULE LDCA TION LDCA TIDN FROM OFFSET REMARKS FROM OFFSET REMARKS STATION FEET STATlON FEET 162+87 12.5 L T Start Pipe Drain 162+87 14.5 RT Start Pipe Drain 169+96 18 LT Connect to Proposed Catch Basin (H l:.. S) 169+96 20 RT Connect to PrQ)osed Catch Basin (N A S I 171+36 High Point 171 +36 HiQh Point 1'73+91 18' LT Connect to Proposed Catch Bosin ([ & WI 173+91 20'RT Connect to PrQ)osed Catch Basin (E & WI 175+59 High Point 175+59 HiQh Point 176+58 13' LT Coonect to Existing Catch Basin (E & II 176+58 IS' RT Connect to Existing Catch Basin IE &. WI 178+87 HiQh Point 178+87 High Point 180+33 13' LT Connect to E.xistinQ Cotch Bosin (E l:.. II 180+33 15' RT Connect to E.xisting Catch Basin (E & WI 183+7~ 13' LT Connect to ExistinQ Catch Basin IE I 183+77 15' RT Connect to Existino Cotch Basin (EJ 185+87 13' LT Connect to ExistinQ Catch Basin IE I 188+30 HiQh Point 188+30 HiOh Point 189+11 13' LT Connect to ExistinQ Cotch Bosin (I) 189+11 15' RT Connect to Existino Catch Bosin (WI 191+37 13' LT Connect to Exlstino Catch Basin (E A IJ 191 +37 15' RT Coonect to Existino Catch Basin (E &. WI 194+10 13 LT Connect to Existino Cotch Basin (E I 194+10 15 RT Connect to ExistinQ Catch Basin (E1 198+16 High Point 198+16 High Point 202+63 13 LT Connect to Pn::posed Catch Basin (E & WI 202+63 25 RT Connect to Prq:losed Catch Bas i n (E &. WI 205+30 Hiqh Point 205+30 High Point 207 +99 13 LT Connect to Proposed Catch Bas i n (E &. WI 207+99 Connect to Prq:losed Catch Basin IE &. WI 216+52 31 RT Cross Rood &. Connect to PrC() CB (E I 216+52 31 RT Connect to PrC()osed Cotch Bosin (El 220+50 18' RT Inlet Heodwol I (Watch Existing Grodel 221+10 18' RT Inlet Heodwol I (Wotch Existing Gradel 222+25 18' RT Inlet Heodwol I {Wotch Existing Gradel 228+16 High Point 228+16 HIQh Point 233+<10 2~ ' LT Connect to ExistinQ Catch Basin (WJ 235+75 20' LT Connect to Proposed Catch Basin (E &. I' 236+20 22' RT Connect to Prq>osed Catch Bos i n {E &. WI 2~5+18 21' LT CCX1nect to ExistinQ Catch Basin (E I 2~5+17 26' RT Connect to Existing Catch Basin (EI 2~9+~8 HiOh Point 249+<18 HiOh Point 251+3~ 20' LT Coonect to Proposed Catch Basin (E & WI 251+30 22' RT Outlet at PrC()osed Aproo (E & WI 255+90 HiOh Point 255+90 HiOh Point 258+46 26' LT Outlet at ExistinO Pipe {WI 258+6~ 23 LT Outlet at txistino Pipe (El 259+26 21 RT Connect to Exist ino Cotch Basin (E &. 'I.! 268+53 High Point 268+53 High Point 27~+67 19 RT Outlet at Existing Apron (WHCross Roodl 27~+67 19 RT Outlet at Exisiinq Apron Oil 27~+61 19 RT Outlet ot Existing Apron (E HCross Roodl 27~+61 19 RT Outlet at Exisiing Apron (E I 283+89 15 L T Inlet Heodwol I (Watch Existing Grodel 283+98 High Point 283+98 High Point 287+00 15' LT Inlet Heodwol I (Watch Existing GrodeJ 288+00 IS' LT Inlet HeO<Jw<l11 {Watch Existing Grodel 289+00 15' LT Inlet Heodwol I {Watch Existing Grodel 296+33 . Ccnnect to Catch 80sin (CB by Othersl 296+33 . Connect to Cotd1 Basin (Ce by Othersl . If the CSAH 19 intersectioo irrprovelrents hove not been cOllPleted. the 6- Perf PE Pipe Drains will be extended to connect 10 the exis1ifltJ catch basin. Sto 298+50. 26' LT INcrth Sldel end to OJtlet . exl.tino 12" CNP . Sta 299+00. 62' RT. Existino roadway to be fully restO""ed imnadiotely WOO cOIlPletioo of pipe drain installation. NOTES: 1. All pipe drain inlets/ootlets sholl hove rodent QUOrds (Awl-Oroin Rot Guards. ()'" approved equivalent. 6" .& 8- guards to be stainless steel I 2. Pipe drain connect to existinQ cotch bosin a m:rhole sholl be be paid fa- os c<nnect to existin<,) droina<,)e structlK"e. CAS T I NG SCHEOUL E No, Oty Cost i ng Asserrt> I y Reroorks A 15 MN/OOT 700-4 & 720 Convex Grote - Yard Catch Bas I n B 7 MN/OOT 700-7 t.. 716 Manho I e C 3 AQri-Droin GR-10 Yard Dro i n 0 15 Neenah R-3067-L 2' x 3' SAP. 216-101-03 STORM SEWER I CASTING SCHEDULE SHEET 5 ~~ ~ x 0 ~ ~ u x _ x > ~ 0 . 00 ~z w< ~2 ~o ~ O~ ~~ W ~ ~ Q~ ~t; 2 ~g 0 .. ~ ., x !!!15 W XO >2 0 N <~ 0 20 , .. 0 ~o 0 ~~.. ~[ ~~ ~. ~ ~ I- 0 <E rJ) .::c ~ "Cl I- ~ ~ I: 0 0 .s: ~ ~ ~ .... .... ~ I: ~ I: ~ a ~ I: ~ 0 .c ~ .... ~ t 0 .c .... .c =0 Os ~ ~ g:~ V1 <~ ]c=: ~ 0 :I: rJ) :-'ON OI0N ~<")-< -5~t2 J: :Jz n;U)~ 't: o E " ::; co o '" (5 o on :;;: 00 00 ~~ ~~ "'''' re~ ~ .'!!- 1 <l> t t ::E I"t\ I " .c~ ! OF 75 SHEET / 2' BITUMINOUS CURB STA. 175+00 TO S T A. 1 94 +25 B618 CONCRETE CURB & GUTTER AT EACH CATCH BASIN (SEE DETAIL) o 5' TAPER OR MATCH EXISTING CURB IN RAD IUS 5' '9. '. ~. '.~ '. "." B618 CONCRETE AND GUTTER rf: 11' 11' 4' jBITUMINOUS CURB ST A. 175+00 TO STA. 194+25 B618 CONCRETE CURB & GUTTER AT EACH CATCH BASIN (SEE DETAIL) 6" PERFORATED. HEAVY DUTY. CORRUGATED POLYETHYLENE PIPE (MnDOT 3278) COARSE AGGREGATE (MnNDOT 3149.2H) WRAP WITH GEOTEXTILE (Mn/DOT 3733, TYPE 1) (ALL TO BE INCLUDED IN THE UNIT PRICE BID PER LINEAL FOOT OF 6" PERFORATED P.E. PIPE) 2" 2340 TYPE 41 WEARING COURSE MIXTURE 41WEA50055 (PG 58-34) 2357 BITUMINOUS TACK COAT 3" 2340 TYPE 31 BINDER COURSE MIXTURE 31BIA50000 (PG 58-34) 2357 BITUMINOUS TACK COAT 3" 2340 TYPE 31 BASE COURSE MIXTURE 31BBB50000 (PG 58-28) ..- 8" AGGREGATE BASE (RECLA I MEO MATER I AL) SUPPLEMENT WITH AGGREGATE BASE. CLASS 5 AS REQUIRED)(1001. CRUSHED LIMESTONE) 5' GENERAL NOTES 1. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION TO THE CONTRACT. 2. SANITARY SEWER MANHOLE TOP OF CASTINGS SHALL BE DEPRESSED .04'. USE A WOOD COVER TO SET THE BITUMINOUS GRADE. CUT TO CORRECT DIAMETER AND THICKNESS. 3. ALL GATE VALVE BOXES LOCATED IN BITUMINOUS STREET SECTION SHALL BE DEPRESSED .04'. USE A WOOD COVER TO SET THE BITUMINOUS GRADE. CUT TO CORRECT DIAMETER AND THICKNESS. 4. STORM SEWER MANHOLE TOP OF CASTINGS SHALL BE DEPRESSED .04'. (NEENAH R1733 OR APPROVED EQUAL) 5. CATCH BASIN TOP OF CASTINGS SHALL BE DEPRESSED .17'. (NEENAH R-3067-L OR APPROVED EOUAL). USE A WOOD COVER TO SET THE BITUMINOUS GRADE. CUT TO CORRECT DIAMETER AND THICKNESS. 6. CASTINGS FOR STORM SEWER NOT IN PAVED AREAS SHALL BE NEENAH R-2578 (CONVEX GRATE) OR APPROVED EOUAL. 5' TAPER OR MATCH EXISTING CURB IN RADIUS :. ....; -,- ...::.-~~~~~~ ,,,; . ...... EDGE OF BITUMINOUS BITUMINOUS ROADWAY SURFACE CURB DETAIL AT CATCH BASINS IP/2:1 2" WEAR COURSE 3" BINDER COURSE 3" BASE COURSE ~5" ... "- o :;: " o ';! '" ill I. VARIABLE 5' ...... ;'. .. '. .... ...... ...... :'" ,,' :," :.... :.. ...... .; '.." ::" '." ....... ...... ",,' .. ;., .. ...... : ..... ::' .... ...... ...... '''"'.'' ;",. , - .... .. -" '.. ..... ;". ." ...... "." .... :" ," : '." :. ,. ::". .. BITUMINOUS CURB TO BE SHOE FORMED INTEGRAL WITH BITUMINOUS BINDER COURSE PLACEMENT (TO BE PAID FOR AT UNIT PRICE BID PER LINEAL FOOT) ;. o o -' BITUMINOUS CURB DETAIL I. 5' CONCRETE APRON DETAIL SAP. 216-101-03 6" CONCRETE DRIVEWAY PAVEMENT CONCRETE MIX NO. 3A36 6" CLASS 5 AGGREGATE BASE (100% CRUSHED LIMESTONE)(OR RECLAIMED MATERIAL, IF DEEMED SUITABLE BY THE ENGINEER.) CONCRETE DRIVEWAY APRONS TYPICAL SECTION 3" 2340 TYPE 41 WEARING COURSE MIXTURE 41WEA50055 (PG58-34) 6" CLASS 5 AGGREGATE BASE (100% CRUSHED LIMESTONE)(OR RECLAIMED MATERIAL, IF DEEMED SUITABLE BY THE ENGINEER.) BITUMINOUS DRIVEWAY SECTION 4" CONCRETE WALK PAVEMENT CONCRETE MIX NO. 3A36 6" CLASS 5 AGGREGATE BASE (1001. CRUSHED LIMESTONE)(OR RECLAIMED MATERIAL, IF DEEMED SUITABLE BY THE ENGINEER. ) 4" CONCRETE WALK SECTION TYPICAL SECTION I DETAILS SHEET 6 -I ~~ .0 z 0 0 u z ~ z w ~ 0 . " 00 e;~ ", .0 O~ ~ ~.~ m <, "~ ~~ 0 ~ ~> , ~ ~> . ui~ l'; ~~ N <" 0 zo ~ " m >m ~ 0 S~ " l'; 0 u. ~ ~[ ~ .~ z ~. < Eo-; -0 oSrJ':1 ~~ 'C ~ ~ ~ .S ~ .... ~~";::~ =._1:;~ ~ ~ O:.c~~ '::=~t:O .....~=O 's ~ ~~ VJ ] ~ 4':0 ::: rJ':1 >0",", 00 n:lON 00 !i i2 ~ ~ ~a;~ jj "5 .~- ~ ~ 8. u. ::;; :li " 2 g ~ o ~ v 931~ . ~~ !'; OF 75 SHEET' I I I . A~'\ ~~ . ///////////~/////..,' , , I _ . -I L,. ci i . -I L,. PIE DR R,IW I~ I 1 I 1 I 1 I 1 I 1 I 1 33' 2' PIE DR R/W I. I 33' n' PIE OR R/W 1< I I I I I I I 1 I I I I 33' ..,. "- o :;: 15 u " co <1l ..,. "- o o " E C/L ,I. 33' R,IW .1 I 11 ' 11 ' x a ~ 4' _2.01. SEE SHEET G FOR CURB\ NOTES AND DETAILS z ~~ "0 2.01. __ ':1;' . .:.,.!.;...... u x _ x w . ~ a " SEE SHEET G FOR PAVING SECTION ~~~ .ZO ~~ffi g~~ ~~g~ ;gE~ 2~g~ reO ~~~~ g~~~ ~:~~ ~~<~ ~[~~ ~~g~ N o , o , o ~ ~ ClL .1. 33' R/W .1 I 1 I 1 I 1 I I I I I 1 ~ E-- .0 ';:00 ..:.::~ "t:1=;Z ~~~~ =.si:~ ~:: ~ O.Q~~ :=~'tO -~=O 's ~ g: ~ V) :g~ ~O ~ rJJ 11 ' 11 ' 4' r 'I .1- _2.01. 2.01. __ ':.:.:..-:.:'1:.:.. o C/L .1, 33' R/W .1 I 1 I I I 1 I 1 I I I 1 00 00 ~~ H "'''' ~"- ~ 11 ' .1. 11' >-ON "ON !~:2 J::lz c~/n ~ .~ .!tf ~ i ::;; m C E ~ ~ o "' :;: ~I~ ' 44~ !; SAP. 216-101-03 I I TYPICAL SECTION SHEET 7 OF 75 SHEF 36" RCP PROVIDE (11 )I/{ SS BOLTS WITH CLIPS A 1// X 11// FLAT BAR (ROLLED TO PROVIDE OUTER RING) HOT DIPPED GALVANIZED GRATE IN TWO SECTIONS #5 SMOOTH BAR @ 11" OC EACH WAY (PROVIDE (3) 31/{ X 31/{ OPENING) #5 REBAR GRID EMBED MIN. 6" INTO CONCRETE MANHOLE EACH SIDE & BOTTOM WELD JO I NTS (TYP 11 PLACES) 965.00 7" 963.257" // / I ( \ \ II 11 \ \ ( I \\ / ( '- / / ........ '- - --- ,/ 60" DIA. MANHOLE 960.55 Mn/DOT 60-11011 H PRECAST CONCRETE BASE SLAB A-A STRUTURE #5070 - DESIGN SPECIAL 1 SEED ALL REMAINING DISTURBED AREAS (MIXTURE 50 B) AND PROTECT WITH EROSION CONTROL BLANKET CATEGORY 4. 1 0/1 X 6" WYE TO SURFACE* CLEANOUT AGRI DRAIN STANDARD GRATE GR-l0 OR APPROVED EOUAL TOP FLUSH WITH SURFACE 10"PERF PVC SDR 35 4' 10" X 10" WYE 10'- 10" PVC SDR 35 10" PVC 900 SDR 26 SWALE SECTION AT HENNEPIN COUNTY REGIONAL RR AUTHORITY PATHWAY 611 PERF. PE UNDERDR~IN~__ ( 1) 1150 BEND PVC SDR 26 611 PERF. PE UNDERDRAI~~ __ SII PRECAST CONCRETE ENDWWALL WI RODENT GUARD INV.9S2.70 (2)1150 BENDS PVC SDR 26 6" PVC SDR 26 ______~~_RO~~__ 6"xSII PVC INCREASER S"x611 PVC WYE STA 274+71 & STA 274+69 1011 PVC SDR 35 YARD DRAIN 12"LONG #11 REBAR TAPE TO PIPE BELOW CAP (INCIDENTAL TO CLEAN-OUT) 11/1 MIN TOPSOIL 611PVC SDR35 CAP (INCIDENTAL TO CLEAN-OUT) 6"PVC SDR 35 CLEAN-OUT YARD DRAIN & CLEAN-OUT (2)1150 BENDS PVC SDR 26 611xS/I PVC INCREASER SlIx6" PVC WYE 6/1 PERF. PE ___LU:ERDRA I N 611 PVC SDR 26 1150 BEND SDR 26 611 PERF. PE __[~~DERDRA I N SII PVC SDR 26 CONNECT TO PROPOSED CATCH BASIN #5051 UNDERDRAIN STA 216+52 ~-BITUMINOUS DRIVEWAY APRON REPLACEMENT ON ALL ~ BITUMINOUS AND GRAVEL DRIVEWAYS. EXISTING GRAVEL I OR BITUMINOUS I I", DRIVEWAY ",I : WIDTH VARIES : 1 1 I I 5' BITUMINOUS DRIVEWAY APRON ------------------~------- --------- BITUMINOUS DRIVEWAY APRON REPLACEMENT SAP. 216-101-03 ~ ~~ r " u r _-:x: w > ~ " ~ ~ W en "- - z ~ ~ r " w N . " == ;r; > " < , " g; ~ Eo-- 1.0 .soo .::c~ "Cl I. ~ to: = c c c ~ ~.- ~..... """--~ = ~ = ~ ~ .- to: ~ := = "'"' c"QQ,l..... :=~t:O ;<;:: Q,l = 0 e ~.~ 1ZJ "Cl = to: 0 ::I:: rJj >'0 N 0 0 C'tlON co !~ ~ ~ ~ ~Jl~ ~~ 15.'if )( E"O ;:: Q) g- ::; <ll c: 2 ~ ~ o '" ;;: ~ ~" ~~I!; , I j DETAILS SHEET 8 OF 75 SHEETS CONSTRUCTION NOTES PIPE DRAIN NOTES C1. COMPACTION ON THE GRADING AND AGGREGATE BASE PORTIONS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 'SPECIF lED DENSITY METHOD" REDUIREMENTS MnDOT SPEC. 2211.3Cl. :2. BITUMINOUS AND CONCRETE DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE RECYCLED TO THE .EXTENT ALLOWED IN BASE ITEMS DR. DISPOSED OF OUTSIDE OF THE RIGHT OF WAY IN ACCORDANCE WITH MnDOT SPEC. 2104.3C. BITUMINOUS AND CONCRE TE I.!A TER I ALS SHALL MEET THE GRADA T I ON REOU I REMENTS OF AGGREGATE BASE COURSE. CLASS 5. AND ALL OTHER REOUIREMENTS IN SEC. 3138.A2 (CLASS 7. SALVAGED/RECYCLED AGGREGATE MATERIALS) AND SEC. 3138.B GRADATION TO BE APPROVED FOR USE AS BASE MATERIALS. C3. WHERE CONNECTING TO IN PLACE ROADWAYS AT THE TERMINI OF PROPOSED NEW CONSTRUCTION. CUT VERTICALLY TO THE BOTTOM OF THE IN-PLACE SURFACING. THEN AT A llVI:20(HI TAPER TO THE BOTTOI.! OF THE RECOMMENDED SUB GRADE EXCAVATION. C4. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF PRIVATE UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL-INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN DETERMINATIONS AS TO THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERE TO. THE CONTRACTOR SHALL PROTECT AL L I N PLACE UT I LI TIES AT NO ADDITIONAL COMPENSATION. CALL GOPHER STATE ONE CALL AT 1651 I 454-0002 FOR UTIL ITY LOCATIONS C5. USE TACK COAT BETWEEN ALL B I TUMI NOUS LAYERS AND PR I OR TO PLACING ANY BITUMINOUS MIXTURES ON EXISTING PAVEMENT. THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0,05 GAL/SO YO BETWEEN BITUMINOUS LAYERS AND 0.10 GAL/SO YO ON CONCRETE (INCLUDING DRIVEWAYS AND CURBI AND MILLED BITUMINOUS SURFACES PRIOR TO BEING OVERLAID, THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS (AS SUPPLIED FROM THE REFINERYI OR MC AND RC LIOUID ASPHALT. THE ASPHALT EMULSION MAY BE FURTHER 0 I LUTED I N THE FIELD I N ACCORDANCE WITH SPEC. 2357. P1. PIPE DRAIN INLET ENDS AND OUTLETS SHALL TERMINATE AT THE SURFACE AT A STANDARD PRECAST CONCRETE HEADWALL WITH TRASH AND RODENT GUARDS. THE FOLLOWING STANDARD PLATES APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION. SHALL APPLY TO THIS PROJECT. MN/DOT STANDARD PLATES P2. OPENINGS FOR 6" PERFORATED PE PIPE DRAIN SHALL BE PROVIDED AS REOUIRED IN EACH NEW CATCH BASIN AND STORM MANHOLE STRUCTURE. THE INVERT(S) SHALL BE PLACED 0.5 FEET (6") ABOVE THE HIGHEST STORM PIPE INVERT. (TO BE INCLUDED IN THE UNIT PRICE BID). P3. OPENINGS FOR 6" PERFORATED PE PIPE DRAIN IN EXISTING CATCH BASIN STRUCTURES SHALL BE CORED SUCH THAT THE INVERT(S) ARE A MINIMUM 0.5 FEE (6") ABOVE THE STRUCTURE INVERT. (TO BE PAID FOR AS CONNECT TO EXISTING STRUCTURE). RODENT GUARDS SHALL BE PROVIDED AND INSTALLED AT EACH CONNECTION. P4. MATERIALS AND INSTALLATION SHALL CONFORM WITH SECTION 2502. SUBSURFACE DRAINS. PLATE NO. 3000 L 3006 G 3007 C 3014 J 3100 G 3110 G 3131 C 3133 C 3145 E SOIL NOTES ~003 B ~005 L ~ 006 L ~ 009 H ~010 H ~011 E ~020 I ~ 022 A 4026 A 4101 0 4110 F ~129 G ~132 F ~140 0 ~ 143 E 4154 B ~160 D ~180 J S1. GRANULAR MATERIAL SHALL MEET THE REQUIREMENTS OF SPEC. 3149.2Bl. S2. STRIP ALL IN PLACE TOPSOIL AND SLOPE DRESSING IN AREAS TO BE DISTURBED BY CONSTRUCTION AND REUSE AS SLOPE DRESSING. S3. DISPOSAL OF EXCESS MATERIAL SHALL BE AT NO ADDITIONAL COMPENSATION. CHECK WITH THE CITY ENGINEER PRIOR TO DISPOSAL. 54. TOPSOIL. CONSTRUCTION DEBRIS. TRASH. PEAT. MUCK. ORGANIC MATERIAL. AND OTHER UNSTABLE MATERIAL AS DETERMINED BY THE ENGINEER. SHALL BE CONSIDERED AS UNSUITABLE EMBANKMENT MATERIAL. ALL OTHER SOILS. WETHER OBTAINED LOCALLY OR FROM BORROW SHALL BE CONSIDERED AS SUITABLE EMBANKMENT MATERIAL. S5. SELECT GRANULAR MATERIAL SHALL MEET THE REQUIREMENTS OF SPEC. 3149.2B2. S6. COMMON BORROW SHALL MEET THE REQUIREMENTS OF SUITABLE GRADING MATERIAL. C6. THE CONTRACTOR SHALL COORDINATE THE REMOVAL AND REINSTALLATION OF ALL MISCELLANEOUS STRUCTURES SUCH AS MAIL BOXES. PRIVATE SIGNS. GARBAGE PICKUPS ETC... WITHIN PROJECT LIMITS WITH THE APPROPRIATE OWNERS. MAILBOX RELOCATION WILL BE PAID FOR ON A UNIT BID PRICE AND WILL INCLUDE ALL ASSOCIATED WORK. MATERIALS. ETC... REDUIRED TO REMOVE AND REINSTALL EACH MAILBOX. C7. TEMPORARY EROS ION CONTROL - TEMPORARY EROS ION CONTROL DEV ICES AND THEIR SUGGESTED LOCATIONS HAVE BEEN SHOWN IN THE PLANS ALONG WITH PAY ITEMS FOR THEIR USE. THIS ODES NOT RELIEVE THE CONTRACTOR OF THE RESPONS I Bill TIES TO CONDUCT CONSTRUCT I ON I N A MANNER THAT WILL CONTROL EROSION. RESPONSIBILITY FOR CONTROLLING EROSION IS AS SET IN MN/DOT SPECIFICATIONS 1717. 1803. 2101.2105. 2573. 2575. AND IS AMENDED BY THE SPECIAL PROVISIONS. S7. THE BOTTOM OF ALL SUBCUTS SHALL BE SHAPED AND COMPACTED BY THE QUALITY COMPACTION METHOD WITH A MINIMUM OF 4 PASSES OF AN APPROVED ROLLER. DENSITY TEST SHALL BE PERFORMED ON THE BOTTOM OF THE SUBCUT AT RANDOM LOCATIONS AS SPECIFIED BY THE ENGINEER TO VERIFY EXISTING CONDITIONS AND SOIL PROFILES. 7100 G 7111 J C8. ALL TRAFF IC CONTROL DEVICES SHALL CONFORM TO THE MINNESOTA MANUAL ON UNIFORM TRAFF IC CONTROL DEVICES. INCLUDING FIELD MANUAL DATED JANUARY 2001. 8000 I 8114 A C9. TOP OF GRADING SUBGRADE IS DEFINED AS THE BOTTOM OF THE CLASS 5 AGGREGATE BASE. Cl0. PROVIDE A SAWCUT AT THE TERMINI OF PROPOSED CONSTRUCTION. WHEN CONNECTING TO IN-PLACE PAVEMENT IN ORDER TO PROVIDE A UNIFORM JOINT. UTILITY NOTES 9000 0 9102 0 Cll. EXCESS RECLAIMED AGGREGATE/BITUMINOUS MATERIAL MAY BE STOCKPILED AT THE PUBLIC WORKS FACILITY. VERIFY LOCATION. ETC... WITH THE CITY ENGINEER PRIOR TO DUMPING ANY MATERIAL. U1. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION AT NO ADDITIONAL COMPENSATION. U2. ALL MANHOLES IN THE PROJECT AREA SHALL HAVE EXTERIOIR CHIMNEY SEALS INSTALLED. SEE SECTION 2506 STRUCTURE ADJUSTMENT IN THE PROJECT MANUAL. DESCRIPTION REINFORCED CONCRETE PIPE GASKET JOINT FOR R. C. PIPE SHEAR REINFORCEMENT FOR PRECAST DRAINAGE STRUCTURE REINFORCED CONCRETE PIPE ARCH CONCRETE APRON FOR REINFORCED CONCRETE PIPE CONCRETE APRON FOR REINFORCED CONCRETE PIPE ARCH PRECAST CONCRETE HEADWALL FOR SUBSURFACE DRAINS RIPRAP AT RCP OUTLETS CONCRETE PIPE TIES 30" PRECAST CATCH BASIN (DESIGN N) MANHOLE OR CATCH BASIN (DESIGN F) MANHOLE OR CATCH BASIN (DESIGN G) MANHOLE OR CATCH BASIN (DESIGN J) CONCRETE SHORT CONE & ADJUSTING RING PRECAST CONCRETE BASE MANHOLE OR CATCH BASIN COVER 3 FT. X 2 FT. OPENING MANHOLE OR CATCH BASIN COVER CONCRETE ENCASED CONCRETE ADJUSTMENT RINGS RING CASTING FOR MANHOLE OR CATCH BASIN (NO, 700-7) COVER CASTING FOR MANHOLE CATCH BASIN & FRAME CASTING CATCH BASIN FRAME CASTING SPECIAL GRATE CASTING FOR CATCH BASINS STOOL GRATE & CONCRETE FRAME CATCH BASIN GRATE CASTING (NO. 816) CURB BOX CASTING FOR CATCH BASIN MANHOLE OR CATCH BASIN STEP CONCRETE CURB AND GUTTERS INSTALLATION OF CATCH BASIN CASTINGS STANDARD BARRICADES P.V.C. HANDHoLE/PULLBOX (NO VEHICLE LOAD) APPROACHES AND ENTRANCES TURF ESTABLISHMENT AREAS NOTE: DETAILS NOT SHOWN IN THESE PLANS CAN BE FOUND IN THE CITY OF SHOREWOOo GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION. SAP. 216-101-03 STANDARD PLATES/SOILS & CONST. NOTES I SHEET ~~ "0 ., ~ ~ 0 3 is :;:l C ;;;"") 0 0 ~~~ u .,. . ~ i~ co ~~ :5 C~ U ,~ ~~ ~:- ~ i: ~" ~ ~ Ii I ~ i i ~~ := 0 ~ ~ "' ~ ~ ~ 1-.0 oSrJl ~~ ].~ ~ ~ ~';"1::~ =:5 ; ~ 6:ce~ ':=C':t:o -~=o 's ~ ~~ VJ ] ~ c:o = rJl :>OON roON ~~~ ~~~ ~ .Iff E (; '" a. ::;; ill t: E ~ :E o '" ;;: gg ~~ ~~ ~ t'f'\ I " .c~ j 9 OF 75 SHEETS II I '\~ r------.. ---- \ \ v / ~o/ S8go"f.. ~ . -".' 5~ ~ 2~""" ---- ---- ---- ---- ~/!: o:~ if d ; ;"!S~;;Z4 ~O.gJ" ---- M1NNEW El.EMEN 'ASHrA SCHO~AR'r E COR SEC 31 T 117 R 23 ---------- 000 ~~'f. Sv.(J O~ c,\'\"' - /'. ~--~ . ~ !i! ::: l ~ ~ J - -..: .-..~~~: . ~~-.. ----::--= :---c:: '=-~~-:...~~--.:::: ~ /:'",~ -: ~~ ~---,'" li:=o ?~;:0 j ~~L/~ ~~ ~7/' if p I i " ~ ~""~ ~~ ~ ~ ~ ~<6 Q ~ ~ ~ ~ ~ ~ ./ig .--r- -.~l''''zo'' I---------------~~ ~ -~.~~---=---'1, '~'~rQ2"~--, BOULDcRCIRC~ III ~.~.;" -' HENNE!>, L . 2 ! lIE - ~ - I"ORI"E N 6. ,l"3' ' \ L I1'Eo "'o;~go"" " f . AND, 1 ~ SE COR SEe 31 T 117 R ",;.\- ,-- .:._~ ,~. ~~~~'20 . b. =- 20 32 '59 L R '" GO .00 6 R 100 /' - /' ~ :;:...:: -sM/fHffl'Ml-b'oNE - . ;' ~ o :;:- -g ~ co "' I .'"1 ~~l J ; lff~. 18 "' R <:> 250.'go'IJ"< J.tf'v ~~ :.v'"", :/!ii r-----------=: .;, 15 " il '~I ~ .~'ii Ji ", ~7 i .~'JI 1.- o ~D' ----- -.9'03' . ~ 25'..,:3 t ~~ \1'''1 } " "'. ;, > "' " S' o ..- E \~ :x:'- " ~ ~ ('j :;: ... '" ~ tJ L 6 L . 2'5 I R Jfj4"gg '''':''\ '.t l>J'>- \--1_,~>_ ,v I J I - /' - ""'" 's-/'. .,~"A ~~q,'L;;? ca. "; ~ . "%. \~ HENNEPIN F'ORI"E I TEo L ANO - - ,tJB,040'26''r \_ . ,Uo~)r- - - - i-- / ' ill ,.' ,~ /'. - . - !# -3" & B J - 200 I fJl 400 11 23~ !J I \ J . I rr -)) J 7 I '------ // / H I I I I }//- .. -TI!~ ~~~ X I .;;;~~c T11/""'5 I ~ ~'\ ~ / / 1/;;' ./ '! / ,Y , : - - I-------- ~ _ ~,-- :: ({ }, 11? Pi ~- ; -~ '0 \ ;l ~-! N~l ;:\~! I~~.. ,-----/ :i~ -, I \ \ _r-- ~L " J\I I I I ; I U v~?'~;';~~~~:;i' d\;-~~'~' ~J--'':;~-: -~ \1 .- i \ _ --- If. Ai I : l-C-:--=-=--;':=:~ v:;-,;~ " - "Coo r ~'" ~ . - "';';;:;,::::-: ~ "... I ~ L- f9 f} ~(1\7;,>\ ~ _ ~~ ~-=: _ -:- _ =-----:,1 Y / ,-<. "'" ,,' 4' g ~-:'-'9;,,;);:>-- \ ' ~ ! ~ - bJL--l--------tt- _ ,oi!." ~:~b~'~~~'-,/ -# I'\. if-----~_:~~~ _______ LI""J,-", c.= ~:;." _""-~-: ! I ""':o""f ~ ~'<! gs ~~-:--r-..~~ R po ~ ~ I j l-------- "0._" _ ';';~ I L = '51.,. 1-'5~~" ~ /0-1 '" . ~~\~~'t_ <-..J ~ ~ ___~ ,\;.-;I';T'Lo =-~ <<= I ! '",';l::~- y., t' ~ __ , _--- . - '; - , - ".." - ~ - - ... :! -L I I : I I : ~! --------~------------- '7 /~ ~ / I ~ ------------------------- I , I , I r , I , I r I I I I I 1- o 200 I 400 ~ ~ ~ ~ 2::r u 0 ~ 0 ~_ VI -, co ,~~ ~ u ;:':I: @; ::I: : ~ ... ~. ~ . g~~ .,' <>:2<>: 1'") o\!:!tJ . ~ ~~~ '\ ~ ~ ,<g,~ " l1. ~~~~~ z &:~~g ~ :::' ~ ~>q r ~ J a~~ cv. w : .... w< . 0 ~g~~ t S ;;; >-)-w > 0 , ~~~: ;5 ~ ~~:~ ~~:~ @ ~;g~ c ~ Eo-< 1..0 cEoo . ~ -'" ~ .i\\ "'Cl I.. Z ,\\ ~ = :;;: Z III ,S.S......... ~\\ ';; ~ -= :E \ ~.- ~ ~ o:gil~ ~~t:o ;t:: ~ [0 e ~ c..:;' r.n <". ]~ ~o = r:FJ ~g~ g g ~~ ~ ~ ~ -~ H ~(/)i :e~ 15.0" ~ E 8. u. " m :;; m " 2 ~ ~ o o '" :t' ~IJj , ~~ l. ""'II1ls:' g. ~ ~; SAP. 216-101-03 ISHEET 10 OF 75 SHEETS ALIGNMENT PLAN I: SANITARY SEV\tR MANHOLES WATERMAIN SmUCTURES STRUCTURE SmUCTURE EXIST. PROPOSED NUMBER STATION T.C. T.C. 4001 163+29 Gote Valve 962.81 963.10 4002 163+30 Manhole 963.52 962.93 4003 163+35 Gate Valve 962.86 962.84 4004 163+55 Gate Valve 962.51 962.76 4005 168+11 Gate Valve 944.32 944.54 4006 169+24 Gate Valve 940.99 941.16 4007 216+07 Gate Valve 957.17 957.12 4008 216+26 Butterfl Valve 957.91 957.88 4009 220+79 Gate Valve 971.60 971.77 4010 226+37 Butterf I Valve 972.69 973.05 4011 247+62 Gate Valve 969.09 969.54 4012 255+85 Manhole 974.30 974.45 4013 257+72 Butterfl Valve 967.81 968.89 4014 261+34 Gate Valve 971.93 970.96 4015 266+87 Gate Valve 991.19 991.67 4016 268+24 Manhole 994.38 994.40 4017 269+83 Gate Valve 991.05 991.38 4018 274+26 Gate Valve 985.25 984.98 4019 274+98 Gate Valve 985.03 984.77 4020 278+97 Gate Valve 987.33 987.17 4021 279+11 Gate Valve 987.36 987.71 4022 293+95 Gate Valve 986.00 986.33 4023 295+81 Gate Valve 983.56 983.79 (1 R i n + (1 ) l' sec) STRUCTURE EXIST. PROPOSED NUMBER STATION T.C. INVERT T.C. REMARKS 6000 169+69 940.35 930.65 940.56 ( 3 Rings) 6001 171 +18 940.67 929.87 940.81 ( 7 Rings) 6002 173+17 936.07 928.87 936.04 (2 Rings) 6003 174 +62 935.29 927.99 935.37 ( 4 Rings) 6004 177+62 935.15 927. 25 935.52 (0 Rings) 6005 180+63 935.50 926.20 936.00 ( 3 Rings) 6006 181 +81 936.51 925.81 936.92 ( 4 Rinas) 6007 183+63 938.34 925.44 938.64 ( 5 Rings) 6008 186+01 941.53 924.83 942.05 ( 4 Rinas) 6009 190+03 947.26 925.96 946.80 (0 Rinas) 6010 193+77 948.39 926.99 948.99 (0 Rings) 6011 197+76 949.49 928.09 949.96 ( 2 Rinas) 6012 200+00 944.83 928.73 944.99 ( 5 Rinas) 6013 202+30 938.76 929.26 938.92 ( 6 Rings) 6014 205+03 939.42 930.12 939.28 ( 6 Rinas) 6015 207+70 937.29 930.89 937. 83 ( 4 Rinas) 6016 210+60 937.52 931.72 938.63 ( 3 Rinas) 6017 210+85 935.51 (0 Rings) (North R/W) 6018 212+76 941. 26 ( 7 Rinas) ( North R/W) 6019 213+58 946.02 946.70 ( 4 Rinas) 6020 216+10 957.39 941.79 957.57 ( 6 Rings) 6021 218+19 969.58 969.20 ( 6 Rinas) 6022 222+17 972.31 972.37 ( 7 RinDs) 6023 226+18 972.72 973.21 ( 5 RinDs) 6024 229+56 972.28 972.39 ( 2 Rings) 6025 233+34 966.48 966.54 ( 6 Rinas) 6026 233+89 963.48 963.81 ( 2 RinDs + (1)1 ' sec) 5027 236+56 956.13 956.44 (2 RinDs) 5027 -A 236+42 955.04 955.3 ( X Rinas) 22' SE of E Rd 5028 238+77 955.39 956.45 ( 4 Rings) 5029 240+68 958.72 959.12 (2 Rinas) 5030 242+15 963.30 963.49 ( 4 Rinas) 6031 243+94 967.39 967.70 ( 4 Rinas) 5032 247+97 969.66 970.01 (1 Rinas) 5033 250+69 970.27 970.61 ( 6 Rings) 5034 253+33 971.96 974.21 ( 4 RinGs) 6035 256+30 974.30 974.22 ( 5 RinGs + (1)1 ' sec) 6036 258+38 967.36 967.36 ( 6 RinGs) 5037 261 +34 971.51 971. 40 ( 5 Rinas + (1)1 ' sec) 5038 264+50 988.53 988.69 ( 4 Rings) 5039 267+54 992.99 993.36 ( 1 RinG) 5040 271 +50 987.97 988.11 ( 2 RinGs) 5041 274 +15 985,25 985.13 ( 5 RinGs) 5042 275+08 985,43 984.98 (1 Rina + (1 )1' sec) 5043 279+08 987.60 987.75 ( 3 Rinas + (1)1 ' sec) 5044 283+05 995,10 995.69 ( 5 Rings) 5045 285+13 994.55 995.22 (1 RinG) 5045 287 +18 991.00 991.39 (1 RinG) 5047 288+43 990.88 991. 47 ( 2 RinGS) 5048 291+73 990.34 990.72 ( 2 Rinas + (1 ) 1 ' sec) 5049 294+92 984.78 985.23 ( 1 Ring + (1 )1' sec) REMARKS (4 Rings) (4 Rin s) NOTES: ,. AI I structures shal I be adjusted to match new grade. AI I worK included os port of the structure adjustment sholl be paid for os "2504.602 Adjust Manhole". 2. Ring count is for existing structure. AI I rings shal I be replaced os port of the structure adjustment. 3. All aasting asseiTbl ies sholl be replaced and wi II be paid for os "2506.516 Costing AsseiTbly". Standard manhole frame and Neenah R 1733 cover with 2 aonaealed pick holes & self seal ing I id. or approved equivalent. 4. Al I watermcin manholes shel I hove exterior Chimney shields (Infi-Shield. or approved equivalent. furnished and instal led as part of the structure adjustment. 5. The grout on the interior of the manholes shal I be troweled smooth. 6. Do not Qrout over the costino inside the manhole. The seom between the rlnQ cos'tino and tt'le adjusTment rinQs sholl be pointed sl"OC)oth. 7. All roonhole covers sholl hove roised letters. minirrum two-inChes (2", hiCJh. "Water", ELEcmlCAL & TELEPHONE STRUCTURES STRUCTURE NUMBER 7010 7012 7018 EXIST. T.C. 955.29 972.12 994.56 PROPOSED T.C. smUCTURE STATION REMARKS NOTES: 1. AI I structures shal I be adjusted to match new grade. All worK included os port of the structure adjustment sholl be paid for os "2506.522 Adjust Frome and Ring Costing (Sonitary)u. 2. Ring count is for existing structure. Al I rinQs shal I be replaced os parT of the structure adjustment. 3. All costing osserol ies shall be replaced and wi II be paid for- os "2506.516 Costing Assemblyu. Standard manhole frame and Neenoh A 1733 cover with 2 concealed piCk holes ~ self seol ing I id. or approved equivalent. 4. AI I sanitary sewer manholes shol I hove exterior Chimney shields (Infi-Shield. or approved equivalent. furniShed and instal led as port af the structure adjustment. 5, The grout on the interior of the manholes shal I be troweied smooth. 6. Do not grout over the costing inside the manhole. The seam between the ring costing and the adjustment rings shol I be pointed smooth. 7. Al I manhole covers shol I hove raised letters, minimum two-inChes (2") high. "Son i tory". 215+84 229+55 285+16 Manhole Manhole Manhole x Rin s 2 Rin s ( 2) 4 n Br i ck NOTES: 1. Manholes as noted shal I be adjusted to match new grade. AI I work included as part of the manhole odjustment shal I be paid for as "250.522 Adjust Frame & Ring Casting". 2. Ring count is for existing manhole. 3. 00 not replace existing castings. 4. The grout on the interior of the manholes shal I be troweled smooth. 5. Do not grout over the casting inside the manhole. The seam between the ring casting and the adjustment rings shal I be smoothed over. t 0' '" ~ .. "- $2 ~ o U /' <0 "' .. "- o o /' E SAP. 216-101-03 g ~~ ~ x " , u x ~ x " ~ " 00 e,~ "2 ~R gi 8s 0 ;~ ~ 2 . :~ - ,m 7 5~ ~ o. ,w . ::::[ ;~ " -. ~ " , ~ " , ~ " ~ Eo-< -0 oSrJ:; .:.::~ ].S ~ ~ ~~-::~ =:5 ; ~ 5:C~~ ':=Cllt:O -~=O 's ~ g::, (/'J .L<;;;" ~~ 'g~ ClIO ~ rJ:; >-0 N 0 roON 0 ~~~ ~ J: =tz ~ roU)~ ~ .~ .~ E '0 m 0. ::; :g c: ~ ~ ~ o on ;;: h'\1" ..~~~ i ~ " STRUCTURE ADJUSTMENT SCHEDULE SHEET 11 OF 75 SHEETS EliZABETH RAY FOX 27990 Smithto'llfl Road STA. 162+8 .52 BEGIN STREET CON TRUCTJON S.A.P. 216101-03 GARY W ~ [LA/NE JARRETT "" I- V1 w z --' ~I ~I I % "" t "- 0 ~ 0 U / <Xl ~ "" "- 0 I 0 0 50 100 / ~~ Vi~ z or ~t 0 eO. ~~ ~.., z U p _ or 0 - . 00 fu~ <<z CONCRETE <0 :::: ~~ ~k'z m g~~oC ~~~~ 2~~i !l![5~~ ~~B~ 0 ,! 0 ~n;; , t~;~ m 0. , ~Bo... m ~~i~ 0 ~n.-~ ~;g~ 0 ." '" ;; ~ ~~ JOHN LA TTERNER 21950 Smithtown Rood 1- o 50 fHEOOORE & BEVERL r F OE/KEl 27964 Smi thto\1tf1 Road 21915 Bot.JlO SIlJ/t/)t eJ? BRI{)CEO/tn Roao f"4RA/ INc en en + '" en ~ c5 en en .... + CD '" .... '" 2; tn -1'''4--1,<,; ,0/4- ,l'O,f'.L"t' //EI) '4'4'0 REMOVE BIT ORIVEWAY VIRGINIA 5 RIOINGER ROVE EXISTING 15" CULVERT LEGEND BOULDER BRIDGE FARM INe Q) (?J SAWCUT BITUMINOUS SAWCUT CONCRETE RECLAIM BITUMINOUS REMOVE BITUMINOUS REMOVE SANITARY SEWER \ "'.:,"- ". '\~r.v ~c"'\.- /.,1-" / REMOVE SANITARY MANHOLE RICHARD C LINDEEN BOULDER BRIOGE FARM ASSN EXISTING SPLIT RAIL FENCE J. d41?S YNESIOU ct HENNEPIN FORF[{ rED L ANO ITARY SEWER 04 VIO At 27",,, <:! N,h,_ I 100 "I:l C':I Q ~ = ~ Q - -= - 'S r,n < E-< J".O ';;00. ~~ .S ~ ~ ~ -= ~ ===~ :.cE~ C':It:o ~=O ~ ~~ :g~ C':IO ::t1 00. >-ON roON ~..,"" ~~1R i~~ ~ .lff E "0 " 0- :; lli c c i< C o ~ o '" ;; co. 00. ~~ B ~~ ~ ~Ili ~~~ ,{ ~ .;; STA. 162+87 TO STA. 189.50 EXISTING TOPO AND REMOVALS SHEET 12 OF 75 SHEETS I J 1- o 50 ,-..._ "._..._..._l RICHARD REEVER 5935 Brentridge Drive FREI.K!NT B GRUSS 27288 Sm,'tntO\ffrl Road ,'~ \ , \ ..'if.[L IMITS OF "'ie' .._.-.~;.;:~ WETLAND ERIC R ECKERBERG 27Z60 Smithtollrn Road N %~ ... f- Vl W Z ...J REMOVE EXISTING CATCH BASIN RICHARD C PHELPS 27420 Blue Ridge Lane ERNEST d TINA BRANDHORST 27215 Smlthtoltf1 Road LEGEND -+- CD (l) SAWCUT BITUMINOUS SAWCUT CONCRETE RECLAIM BITUMINOUS REMOVE BITUMINOUS ~- o 50 I 100 / '" .,. "- o ~ o U ./ oJ "' .,. " o co ./ E '" '" '" '" '" REMOVE 100 LF SANITARY SEWER I I o o + I") o N C I rr DF SHORE WOOD C ITr or SHOREMJOD 'NAY/ONAl 5190~rsZ~a. HOMEs INC "-_. ......... OUlte Dr' ....,....,_...,~. "'" Ive ... f- Vl w Z / (// / /.'00 ,<0 '\, '?-. "..... +'" " " A/v <-/-<- ..'0' (.; CJ'r ~;. -\.~ / 0~~ REMOVE BITUMINOUS DRIVEWAY REMOVE EXISTING CATCH BASIN REMOVE EXISTING 15" SEWER PIPE (STORM) " P J WARTMAN N 5840 Cathcart 0 ~ + '" '" ~ j; o ~ STA, 189+50 TO STA 216+50 EXISTING Tapa AND REMOVALS SHEET 13 y I 100 ~~ ~ " o - ~ ~ ~ ~ " 00 ~. :5 a~ ~~ y~ 88 3;~ 2~ ~~ ~: >~ '. ~~ e~ ~; n n a , a , ~ o < Eo- I- 0 .;:TJ'l ~~ "l:l ~~ CII = Q .S ~..... ~ .... -;:~ = CII ~ = CII = ~ Q :.c Q,l~ .... CII 1:: 0 .= .... ~=O Os ~~~ r:.n ]~ ClIO = TJ'l >-0 N 0 0 rtlON 00 ~~~ ~ ~ j;"Sz ~ ~ roCl)::! ~~ "5.0" >< E '0 ::: " g- ::; " <: <: o <: 5 ~ o on ;;: r"r\ I " ~~ j OF 75 SHEETS ... "- o ~ o U / 0) "( ... "- o o / E . I ~~ .0 ~ 10 I~ '" .... 0 N '" ~ l- V> u '" ~ '" w W ~ 0 Z ..J . " 00 ~~ ", .0 :;; o~ gl w ~ ~ ~~ z a ~ ~> " ., I .w ~~ <" 0 IO , >. 0 , >,0 ~ tl~ 0 ~~ "~ ~. REMOVE EXISTING CURB I\. GUTTER 1.- o REMOVE BITUMINOUS REMOVEl:ONCRE TE DRr"VEWA Y :Lm._mi " ~ '" ~ ~ ~ i , j i REMOV~ BITUMI~OUS DRIVEWAY ; i I ..._m,~'f' 'lm i i REMOYE EX~STING CURSi&GUTTER REMOVE BITUMINOUS KER~ ~Vfl'!M II SHEPPARD 26410 SmithtoM1.Road STA. 228+50 TO STA. 233+75 DO NOT DISTURB EXISTING DITCH (SOUTH SIDEI ,m: ovE: B lTUt-! INDUS VEWAY i l., ::r:~!JJ (1)<::$ Cl::-..(i: ~2tQ RE DA VID E PARKHURST DR 26600 Smithtolllr1 Rood . . . . . . . . T C DUrFY & C ~ JAMIESON! 26710 SmlthtO'fin..RaarJ.....J I SjEGFRfEO A WEISSNfR ~ -''''-'2"6780 SmithtotKI Rood ~I REMOVE BITUMINOUS DRIVEWAY <( l- V> W Z '*~-*~~4';<~~ -Jt,~ DANIEL J HAYES 5830 Stra'Nberry Lone REMO E BITUMINOUS DRIV WAY REMOVE BITUMI DRIVEWAY 0:: REMOVE B lTUM I N DRIVEWAY r mmmmmmmm TII.IOTHj N & LDRI J DOSE 26-10 5mifhtoWr1 Road ROBERT & LINDA IIC NUTT 26675 Smtfhtam Rood BRICK PAVER DRIVEWAY DO NOT DISTURB LEGEND ~ ':. ~ (' ..~~ '\.-1 :'; \~ I \'1 I V' f 0 ~ o CD SAWCUT BITUMINOUS SAWCUT CONCRETE RECLAIM BITUMINOUS REMOVE BITUMINOUS REMOVE B I TUM(NOWS DRIVEWAY / // "/ //~,~O /o.\>-\. 6 '/~ v ~d' ~~~~\o.{' t, .1<,'0 '\ J r.P\ o~\-~ ",,00 ~ ~ <V REMOVE EXISTING 15" CULVERT REMOVE BITUMINOUS DRIVEWAY STA. 228+50 TO STA. 233+75 DO NOT DISTURB EXISTING DITCH (SOUTH S DEl 01 o ~I N ". -'t, ',C 'Y-, ". . m 'T'SN'lITRTOWN"tANE- - - - - - - - - - - ~(.'\f>q){%' <( l- V> W Z , ...../ T LELAND l A STRAKA LELAND 5825 Stroitberry Lane GLEN D GIUUND 26275 Smi tMo'Ml Road SAP. 216-101-03 50 I 50 I 100 I 100 < f-; lo.O ,Eoo .:c~ 1.~ ~ ~ ~~'=~ CI::=;~ 6;Q~~ ':=~t:0 -~::l0 's ~ ~~ ~ :; ~ ~O ~ 00 I >OON "'ON ~~~ :c::Jz "iijU)::2: ~ .~ E (5 " 0. ::; ::l c c a C 5 ~ o '" :;; 00 00 ~~ H :e:e ~ "'" I " ..~ ! STA. 216+50 TO STA. 243+50 EXISTING TOPO AND REMOVALS SHEET 14 OF 75 SHEETS I ~ c, i ~ "- $2 ,; o )' OJ "' .- "- $2 o /' E 1.- o I 50 100 % I WALLACE R PECK 25980 Smi thtown Rood <( f- Vl W Z ,'*'. ......'.' -~ <.\ ~~, I"~ ~^ HiI \'.1""". 'fJ) 'Tn \,-< \0 j?J \\~ \, ' " ~ REMOVE BITUMINOUS DRIVEWAY -J EXISTING CONCRETE lJ"'r\O~I'f1' ~~A eGIONAL. OlJN'f1' ~ r\eNNePIN C ~ LEGEND CD SAWCUT BITUMINOUS (?J SAWCUT CONCRETE RECLAIM BITUMINOUS REMOVE BITUMINOUS Road .tt1to~ 25480 $Ifll Road -tl1iowfl 25.440 srrll <( f- Vl W Z Road -thioy,(l 255B5 sml . tnto,"" Road 25405 SIflI " .2 '" Road -;t;tl oy,(l 25365 SITlI RoOd -into'll'fl 25335 SrfH RoOd s__.srni,ttlto,.fl 2?29 \ ~ ........-. 1..,.0"- ~,." ~..,,'-,...-. -- o 50 I 100 SAP. 216-101-03 ST A. 243+50 TO ST A 270+50 EXISTING TOPO AND REMOVALS SHEET 15 OF 75 SHEETS -I ~~ ~ " o ~ u .." " w o " 00 f;~ :(5 il ~~ ~B ". ~: it' ~~ ;! >m ~~ u. fu~ ~~ =- n n 3 o , m o , m o < E-- ",,0 ';;00 ~~ 10~ ~ ~ ~~-=~ =:'5 C': ~ 6:C~~ :=<':1::0 -~=O Os ~ ~~ ~ :g~ <':0 ~ 00 >>ON roON t~~ :c:::lz ro(f)~ -g .!i E <5 ., 0- ::; g: t: 2 ~ ~ o on ~ 00 00 ~~ H ~~ ~ f'Y\ I ti ..~ j ~ o 50 \~ \~ (' .... ,/~ ~ "':' i REMOVE BITUMINOUS DRIVEWAY y .,. "- o :;: "0 o U / OJ '" .,. "- o o / E ~ o <l: I- III w Z .J (j) <V SAWCUT BITUMINOUS SAWCUT CONCRETE RECLAIM BITUMINOUS REMOVE BITUMINOUS REMOVE BITUMINOUS DRIVEWAY I I , , I I 1-__ , 'f -, , I j . I , 'i fREMOV~ BITUMINOUS '! ! DRIVE,;YAY , 'f : f I 'R'EMOVE! B I TUM'I NOUS , , OR I VE ~ A Y I J Ii " I , REMOVE Il nUMINOUS f , DRIVEWAlr'j , J i I II f , f ~o moo ;]Q ~~ 0_ -'" m en -+ o -+ m i ';'1\) ()A OA "", o e- m'" "'!'! o' -+ ,,:;,- -+ ,,0 &:~ -+", ,,0 00 Q '" '" '" .... ! pO> ,,~g; 8[2'.9- -+10 n iO 0 ~:J=u jr- a. ~;g:z , ~o..Q~.._...j AIIl3l;;icon l Post No 5680. Co Rd ir; Amer ~~~o Srni thto Legion pl\fl Rood ost No 259 24800 Smi thto'M) ROOd Arre j Can l e' i"......; r-' 2 450 Sm~ ~~~;"Oft No ~59 n: ROOd i '" co N <l: l- V) W Z .J 24745 5mithtOltr) R ooa '" '" o ,t N , I , J I I I I I , I I 24575 Smi thtown ROOd 24575 Smi thtOiVr) ROOd STA. 296+43.00 ffiND STREET CONSTRUe ION S.A.P. 216-101-03 50 I 100 SAP, 216-101-03 5T A 270+50 TO 5T A 298+00 EXISTING TOPO AND REMOVALS SHEET 16 OF 75 SHEETS I 100 Z Zw o. .0 ~ z 0 !l " z . ~ . ~o ~~ :z; o~ ~I H !i <~ zo ,. E~ ~ u~ ~ ;~ ~ ~~ x -~ 0 z w 0 . :ri W ;;; ~ I N 0 "- 0 "- m 0 ~ Eo-< ... ,sOO ~~ 'C. ; ~ ,9 .~ ~ ~ '"""~C;~ ; := eo: ~ o;.Qe~ .:=eo:t:O .....-5=0 ~ ~ ~~ ]~ eo: 0 ~ 00 >'0 N 0 0 I'tlQN 00 ~~ ~ ~ ~ ~~~ ~~ ... ..:: ~ ~ '5.~ ~ E &. _ <1> " ::;; (I) c: e ~ ~ o '" ; ~I~ I ~{I)~,~ ~ 'll , , , rf:. 133. HALLGREN CT. 0,,> ~~';'ck J' . " ..,. "- $2 ~ o U / <Xl "' ..,. "- $2 o / E LA. RED LA. KINGS ci '" KINGS ~ 1=;cho Hay 30. F AlRHOPE AVE. 31. WEST POlNT PL. 32_ WOOOPECKER RIDGE RD. 33. MAPLE HILL AVE, 34. GLADE AVE. q"~'~o, Lake Mi,nnetonka UpPer Lake Sunrise Point Bay 35. ELM ST. 35. MINNETONKA 37, AREY LA. 38, LINDEN 5T. RD. N Z W '" ':. w :;; <Xl ::J --' u MANN LA. ~ oc 0 --' ,,~ a ~ :<: LAKE Lake Minnewasht.a c ~~ 14/Y4Doo/y <5' 4 .~a nR. 48. CASCADE ClR, 49. SHAST A CJR. W. 50. 5HAST A CIR. E. 51. OL YMPIC CIR. 52, CASTLE RIDGE CT, ~~: ~~~:~~ ~~GE ~ 55. BROKEN ARROW DR. ~ 56. RED WING CT. 67. CHAPARRAL CT. 68. NEZ PERCE CT. La -- -_... -... ~ o SAP. 216-101-03 STAGING PLAN I 1000 SHEET 17 ~~ ~ r 0 ~ z ~ u r ~ r ~ ~ 0 z 0 . ~ . ~~~ ~Q. n o~w ~~~ ~ <,w ~:~< wfjQ.... ~~~~ 2~~; " ~h~ N ~2Sg~ 0 , )-&i}-~ 0 , ~e~: ~ tl~<~ 0 >....::.:r: ~~;2 ~;J:,::F < Eo-< ...0 .;;rJ:J ~~ 'C ~ ~ ~ .~ ~ .... ~~'!::~ =::= ;; ~ ~:.c~~ :=~t:O '~~5.~ rr.J c.. " ]~ eo: 0 :Il rJ:J >00 N 0 0 roaN 00 ~~ ~ ~ ~ ;I:'5z ~ ~ roCl)~ :e~ ~ ~ ~ " g. ::;; '" ~ ~ o ~ 5 ~ o ~ ..,. 9:l1~ ~~ ~ I 2000 OF 75 c' w ~g18 jI Island ~ ~ c , ~ u ~ ~ W m ~ C " . tt 00 ~~ <<, <<0 O~ ~~ ~~ ~B 0 ~. ~: ~ , -1 .' ~ -1 ~i ~ .-' -:I:. <<< IO ~ . ,m ~ u-I. ~~ ~ <:;:: ~~ . "( <<~ ~. " ~ vUe "?-'+- @ > V ALLt.'l' WU UU KU. (~~ <(' Cl NELSINE Y' ~ I?() S @ SHORE WOOD s: DR. I 0 CD ~~~ 0 ~ 0 0 I 0:: (1)0*- to (I) 0 0 o ~z (1):= S: L.LJ Al ~ ..... N -' >C:l - D O:J u C<r tr1<:l z ~ :::J w 04 ~J'y pO z ~ w w- L.LJ C) L.LJ u lD 0 ~ PINE (1)2 LL 0 ~ 0:: L.LJ ~~ ~ 0 S: "0 C'/'- .-J (\ L.LJ > <r " o o a: (!] ! [rJ ~ ~ ..... e III MANN LA. <r :><:: w 0:: :::J w 0:: o V1 z <r 2 <r w V1 o o 0:: >---< U w > <r o o o ~ C) o CJ ES SHORE LL 0:: BARB[~ ~ CliI-fJ~ <( "MOUlD \) "r '0- DR ~~ - UNDER CONSTRUCTION DETOUR ROUTE I NOTES: 1. ALL DETOURS SIGNING SHALL BE DONE BY THE CONTRACTOR. 2. LOCATION OF TRAFFIC CONTROL DEVICES ARE SHOWN APPROXIMATE. 3. IN PLACE SIGNS WHICH CONFLICT WITH THIS PLAN SHALL BE SALVAGED OR COVERED. 4. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO "THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" INCLUDING TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL. JANUARY 2001 AND Mn/DOT STANDARD SIGNS MANUAL. 5. SEE SIGN DETAILS AND SPECIAL PROVISIONS FOR CONSTRUCTION SITE SIGNING AND BARRICADES TO BE DONE BY THE CONTRACTOR. ALL TRAFFIC CONTROL AND SIGNING. INCLUDING DETOUR SIGNING SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE CONSIDERED UNDER THE TRAFFIC CONTROL PAY ITEM. UNIT LUMP SUM. 6. SIGN PANELS ARE IN ENGLISH UNITS. 7. ACCESS TO RESIDENTS SHALL BE MAINTAINED AT ALL TIMES. ROLLING BLUFF RD. >-- 0:: WHITE ~ OAK ::::; OAK [] KINGS 133. RIDGE STRATFORD LA. RED LA. LA. RD. I 1000 500 SAP. 216-101-03 -< Eo-< J.,;,O cSoo. ..::c~ "Cl J.,;, Z ~ = 0 z ..s .S: ~ ..... 1-'oI............~ =.s=~ ~::~ ~ o,.QQ.l~ :=~t:O ;<:: Q.l ::I 0 ~ ~ ~~ ]~ ~O ~ 00. >00"'1 00 ('(ION 00 t~ t2 ~ ~ ~ ~... :l\,,-~ ~U)~ ~~ .~ .~ ~ 8. ~ ::; :Jl c ~ g ~ o '" :;: 9:\ I~ . ~~ j: STAGE 1 STAGING AND DETOUR PLAN SHEET 18 OF 75 SHEETS v&, <(' VI-\LLLI VlV SHOREWOOD ~ w ClJ A) PINE ~ (\ -Z -\ :Xl r--' o ~ ~~ ......, a: o .-l .-l r--' :c . N6 I~ (J-o J-\ -\ V) z <[ :2 <[ w l/) u.J :;;>- <[ DR. o o Ct: ,......, U [j] ~ ~ UNDER CONSTRUCTION _ DETOUR ROUTE NOTES: 1. ALL DETOURS SIGNING SHALL BE DONE BY THE CONTRACTOR. 2, LOCATION OF TRAFFIC CONTROL DEVICES ARE SHOWN APPROXIMATE. 3, IN PLACE SIGNS WHICH CONFLICT WITH THIS PLAN SHALL BE SALVAGED OR COVERED. 4. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO "THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" INCLUDING TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL. JANUARY 2001 AND Mn/DOT STANDARD SIGNS MANUAL. 5. SEE SIGN DETAILS AND SPECIAL PROVISIONS FOR CONSTRUCTION SITE SIGNING AND BARRICADES TO BE DONE BY THE CONTRACTOR. ALL TRAFFIC CONTROL AND SIGNING. INCLUDING DETOUR SIGNING SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE CONSIDERED UNDER THE TRAFFIC CONTROL PAY ITEM. UNIT LUMP SUM. 6. SIGN PANELS ARE IN ENGLISH UNITS. 7. ACCESS TO RESIDENTS SHALL BE MAINTAINED AT ALL TIMES. I . "0 ~ "- o ~ o )' "' "' ROLLING BLUFF RD. >- Ct: WHITE ~ OAK :::; OAK (] r'oJ.,."" I 1000 LA. LA. RED ..- o 500 " "- o ;; ./ 10 SAP. 216-101-03 STAGE 2 STAGING AND DETOUR PLAN SHEET 19 OF 75 SHEETS .. . ." au ~a ~ x 0. , u .. X .:; ~.... ~ ~ ~ f5 ~ o ! g~~ .2' ~~r5 g~1 ~~~< ~~~~ ~,,~~ a.:1g:::i ~i~~ ~~~~ ;~)-~ ."~~ w!.}:<O ~~~~ ~Q.:~ ~~g~ ~ , ~ "' ;;; n. - Z 0. - ~ a ~ ~ X e w ~ ~ -0 <SrJ'.J ~~ "Cl - ~ ~ = 0 o 0:"- ~ ... " .... """........~ =.s=~ :, :: ~ ~ ;>- ... = ,..., O.c~i-i ~.at:O ... ~ = 0 e~c..> 7JJ c.. " ]~ ~O ::e rJ'.J ;>'ON "'ON ~"'... ~:m:2 ~$~ 15 .!!'!- E 0 " 0. ::; ill " " ~ " o ::E o '" ;;: 88 / ~~ H. ~ ~ . ~ ~I~ . ~~ j; <..J(f' oY' """ I?() SHORE WOOD f- ~ 2S w o CD CL PINE ~ (' -Z- --\ ::0 ....-< c) ~ ::r:: Vl ".0 N Z W 0::: 0 ---1 f- Z 0 <l: :::tJ a: RD. 0 \ ~ (;Y:- <v'0 LL. << <1: W ---1 W CJ ---1 CL 0::: <l: ::r:: MAPLE :2 u AVE. 000 0::: SHOR t.-'l'I :::J ::r:: OAK 62nd u ST. BRYNMAWR PL. I Vl a: <l: :2 ~~ ,\0 ,\Y:- ~ o a: o <l: ---1 RD. BEVERLY DR. f- a: Il"ctlL lis RED >- a: WHITE ~ OAK ::::; OAK (] KINGS 133. RIDGE STRATFORD LA. LA. LA. RD. I F~I ROAD WORK AHEAD AND ROAD CLOSED AHEAD SIGNS ~F/ IN ADVANCE OF TYPE II BARRICADES WIT ROAD CLOSED o I' OS: NELSINE '>: o SUNNY w VALE @ >-< DR. o w > .q: o o o s: o o C) e:; SHORE LL ~~ - UNDER CONSTRUCTION DETOUR RDUTE Lake NOTES: 1. ALL DETOURS SIGNING SHALL BE DONE BY THE CONTRACTOR. 2. LOCATION OF TRAFFIC CONTROL DEVICES ARE SHOWN APPROXIMATE. 3. IN PLACE SIGNS WHICH CONFLICT WITH THIS PLAN SHALL BE SALVAGED OR COVERED. 4. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO "THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTRDl DEVICES" INCLUDING TEMPORARY TRAFFIC CONTROL ZDNE LAYOUTS FIELD MANUAL. JANUARY 2001 AND Mn/DOT STANDARD SIGNS MANUAL. 5. SEE SIGN DETAILS AND SPECIAL PROVISIDNS FOR CDNSTRUCTION SITE SIGNING AND BARRICADES TO BE DDNE BY THE CONTRACTOR. ALL TRAFFIC CONTRDL AND SIGNING. INCLUDING DETDUR SIGNING SHALL BE THE CONTRACTDR'S RESPONSIBiliTY AND SHALL BE CONSIDERED UNDER THE TRAFFIC CONTROL PAY ITEM. UNIT LUMP SUM. 6. SIGN PANELS ARE IN ENGLISH UNITS. 7. ACCESS TO RESIDENTS SHALL BE MAINTAINED AT ALL TIMES. I Minnewashta ~~ I 1000 o 500 SAP. 216-101-03 > ~~ ~ z o , u z _ z w . ~ 0 ~ z " 00 ~~ :5 o~ ~; C ~g g i~ i a'~ 5' !~ ~ gg ~ . w .m Z ~e "'- tl~ ~ e[ ~ ~~ ~ < ~ .0 ,sOO ~~ 't:l · ~ ~ = c cc> ,.., .- .... ..... '"'"--~ = .e c:l ~ " .- ell ...::: = ~ c ,.Q ~ i-I ':=,g"tO :::~=O e ~ Cl.:;,. rr; Cl. .... ~~ ~O ~ 00 :>-ON 00 roON 00 ~~~ ~~ ~~~ ~~ 15.tE x ~ ~ ~ ::; <D c: E ~ ~ o '" ;;: "" I " ~~~~ i ~ ~. 'll STAGE 3 STAGING AND DETOUR PLAN SHEET 20 OF 75 SHEETS .i1 \'1-,\ \'0''0 ?--h)"t.~)'),) ~G"\')') ')G'') ')'0''1- Smithtown "R'(j Rd \,,'1 'I-~.'o ))~.?- ~\.\ ~'o"')\'\ ')'0') 'o~.G Smithtown ,)''1 'OG'?- Rd i ~ r<1 ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ 4 '0"'1 ,~.'I- i ~ r<1 ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ 4 \\.'1 \'0''0 'l-l~''I-)').\ ~G"~')'\ ')G') ')I;.G S m it h t ow n '1,.'0 ))''0 )'1') ~').'o ')\.'1 '),.'0 CLOSED '1 '1 '0 '0 '1 I; ?-,. ))' )'1' ~'). ')?-. '),. CLOSED ))''0 )'1''0 ~').) ')\.'0 '),.'1 '0)''0 CLOSED ,.~ \~.\ '1-0') '1-'0'') )?-,\ Sunny ~)'O ~'1" ')').') '0\.'1 '0'0''1,'1'\ ,'1,?- Shadows 'o\'~ '0'0') ,~.o Ave \'0.' ?-),\ '1-'0.'0))''0 )'1') ~~.'o ')O'\~'') Cathcart '0)'') ,G') Dr '1-1>.' \ )G'') )'o'\G'') ~'o') ')\.') Eureka )'1''0 ~'),) TO )'1''1 ~').'o TO ~').'o ')\.) TO G ~ '1 '0 '0 '0 G 1 \" '1)' '1'0' ))' )'1' ~~' ')\. ')~' Cathcart ,,)''0 ,0''0 Dr \'0,\ ?-~.') )G'\~'') ~G') ~').') E u re ka ')'). ~ 'o?-') ,,'0' G Ave \\,0 \1') ?-).?- ?-'1'~ )').O)'1.'1~).'o Country ?-o.'o '1'0.'1 )'1-." )'?l.~., I>.'O.G BEGINS ')~.') 'o\'~~" lG''1 CI u b '00''0 '0,,\ Rd \1>..'1 'I-\.?- ?-".'1 ))~.'?l ~'I-') BEGINS ')).G ')'1,\ '0').'" ,\,'1- DATE \~." '1-G''?l ?-'o.'o ))J~" ~?-.G BEGINS ')'1-''0 ')'0,'0 '0').'1- ,0''1 DATE ')'0''0 'o~.'O 1\'?- 1'0''1 DATE \'1''0 ?-').?- )\." )1''0 ENDS ~'O.~ ')~,~ 'oG''O '0'0'') DATE ')~.\ 'oG'\ ,,'0'') 1'1-'?- DATE \'1.0 ?-').G )\') )1 ,) ENDS ~'O.\ ')1>.,\ loG'') 'o'o'?- DATE '1-').0 )\.G 01') ~)') ENDS \'I-'~ \1.1 ?-).i'o'io.'1 )').\ Follow ~1'\ '))'') ')'0 ,'o'oo.G ,,'0.'1 1')'\ Det 0 u r \?-.'1- \1'~ ?-).i'o.i'l.1 )~.'1 Fo II ow ~'o''1 ')0''1- ')'0'\'1-''0 '0'0.'0 1~''O Det 0 u r \'0''1- '1-)'~ ?-'1'~'I-.},.1 ~G''1 Follow ')'1-.'1 ')'1''1- 'o~.\'O.'O 1~''o 'OG''O Det 0 u r 2. 1 ,I, so ,I, 6~0.~1. 1.~ ,I, 50 ,I, 6~0.~1. 7.~ ,I, so 7,~ ,I, 3~. 7 ,I 27. 7.G 3~.8 ,I 3.G ,I, 3~.8 7. 4 29.G ,I, 6 ~O. 1 ,I, ~O.O ,I. 6~. ~. 1 ,I, 31. 3 ,I, 6 ,I, 9-. ~ ,I, 10. 7 39. 9.G ,I, 10. 8 ,I, 39. 5.G ,I, 10. 0 ,I. n ,I. ~O.O .1. 6~.7 ,I. 16. ,I 31. 3 ,I. 6 ,I, 16. S ,I 18. 11 ,I, 37.S ,I. 6 ,I, ~,~ ,I. 32. 1 ,I. 6 22.G ,I, 1 ~. ,I, 32.2 I. 6 ,I, 22. 4. O.G 32.2 ,I 6 ,I. 9.G ,I. 22.0 ,I, 6 ,I, 22.S 19. ,I, 22.0 ,!t 6 I 22.G ,I, 19. 5. 3 ,I, 22.8 ,I. 6 ,I. 2. 4 ,I, 28. 7 .1 6 ,I, 31 ,I 28.7 ,I 6 ,I, 30.~ .1 12, 8,2 .1, 28. 7 ,I, 6 ,I. I 6~0.2 ,I, 17. I 33. ,I. 16.S 24. ~5. 6~0.:c--J.-l ,I, 20. ,I, 25. ,I, 18. 10 XX~ 3.0'1 Radius. 1.3/1 Border. Q.SH Indent. Black on Orange; ISmithtown Rd] E Mod; ICLOSEDl E Mod; IEureka Ave] E Mod; [TO] E Mod; Country Club Rdj E Mod; [BEG NS DATE) E Mod; [ENDS DATE] E Mod; [Fallow Detour) E Mod; xx; 3,0" Radius. 1.3" Border. 0,8" Indent. Block on Orange; ISmithtown Rd) E Mod; [CLOSED) E Mod; [Sunny Shadows) E Mod; ITO) E Mod; Cathcart Dr) E Mod; IBEGINS DATE] E Mod; [ENDS DATE] E Mod; [Fallaw Detour] E Mod; xx; 3.0" Radius. 1.3" Border. 0.8" Indent. Block on Orange; ISmithtown Rd] E Mod; [CLOSED] E Mod; [Cathcart Dr] E Mod; [TO] E Mod; Eureka Ave] E Mod; [BEGINS DATE] E Mod; [ENDS DATE) E Mod; [Follow Detour) E Mod; TC-I TC-2 [DETOUR] [DETOUR] [DETOUR] [ Smlthtown Rood J [ Smlthtown Rood J [ Smlthtown Rood J [Q] ~ ~ TC-4 SAP. 216-101-03 TC-5 TC-6 TC-3 END DETOUR TC-7 i '"' i r<1 ~ z '"' ~~ -1 ~. ~ r<1 -1 " '"' 0 -1 ~ ~ ~ . IYl -1 u " - " w u . ~ 0 '"' . . -1 <Xl . r- oo IYl ~~ -1 .z .Q 0", ~~ '"' -1 "~ ~g 0 l};.~ ~ IYl ~o z -1 ~, . ~~ ~ '"' <. -1 ". ~ om ~ ~. ~~ ~ IYl ~ -1 ~[ . ~; 0 0 '"' -1 IYl ~ -1 Eo-< '"' ;.. 0 -i oS 00. ..:.c ~ 'C ;.. ~ e<:l = 0 o 0 ~ ~.. ..... --~ = ~ = ~ .. e<:l ==~ O..c~ :=~t:O .-=~=O S~Cl.~ 00 Cl. ]~ e<:l 0 ~ 00. >'0 N 0 0 mON 00 ~~ ~ ~ ~ ~ ~~ ~U}~ ~~ 15.~ )( E"O ;l: .. g. :; .. c: E ~ ~ o lO ::;: "" I " ~~~~ 1:. ~, "" SIGNING DETAILS SHEET 21 OF 75 SHEETS tj~ .0 or 0 0 ~ u or ~ or w 0 . . 00 CONCRETE ~~ ~z ~o ~ o. ~ ~~ <0 u. ~~ ~-~ ~> ,; ~, .~ '0 ~~ <~ 0 "0 , m >- 0 , E~ m 0 u. S~ ~; 1- o ,!{);ii" !:..<i!!U:'?iti\' ~~ ~\ ~"> :..., :r. ~~ 2 !~h.Q 5:!ii'Tn:-own Hoo(} iH[[WOift t. HLdRi. y r DE/f.!:! ?!irb'! S,;;:;'".fh'i()-.:.n RO<ld ::r ~.::. ~ :~~ ,9(~;:~,~: Bi"fi)(,'C F",~'~::~c CONSTRUCTION~ "~ '" S,~",E OlE 't!:' \' 6002 -I " , ,"", . ~-""'"'>"""y.(".........--'y"y"-,.'" ..'<......--; '" '" it '" CONSTRUCTION SLOPE TIE IN 28' BITUMINOUS ~ ROADWAY ~ ~ 6 en '" ~ + co '" , ~ '" :t '" vlP,CiJtdJ 5 R!OfN(:f.H 7.8 CY CLASS IV RIPRAP 11.7 SaYD TYPE IV GEOTEXTILE FILTER FABRIC 6.52 BEGIN NSTRUCTION 16-101-03 NOTES: 1. CONTRACTOR TO USE CONSTRUCTION METHODS THAT WILL ENSURE THE AVOIDANCE OF THE UNDERGROUND TELEPHONE CABLING. 2. THE CONTRACTOR SHALL USE CONSTRUCTION METHODS TO MINIMIZE THE DISTURBANCES OUTSIDE EXISTING R/W OR PIE. 3. CONSTRUCT BITUMINOUS DRIVEWAY APRONS. AS DETAILED. ON ALL GRAVEL AND BITUMINOUS DRIVEWAYS. 4. CONSTRUCT CONCRETE DRIVEWAY APRONS. AS DETAILED. ON ALL CONCRETE DRIVEWAYS. 5. SEE SHEET 4 FOR STORM SEWER. 6. ALL UNDER DRAIN INLETS/OUTLETS SHALL HAVE RODENT GUARDS. 7. ~EE SHEET 32 FOR SANITARY SEWER. B!;'!DGE FM,'M iNC 7.8 CY CLASS IV RIPRAP 11.7 SaYD TYPE IV GEOTEXTILE FILTER FABRIC STA. 169+96. 19.5' LT & 20' RT 6" PIPE DRAIN INLET AT STORM SEWER CATCH BASIN STA.175+D0.00 15.00'RT BEG I N B ITUM I NOUS CURB STA. 173+91. 19.5' LT & 20' RT 6" PIPE DRAIN iNLET AT STORM SEWER CATCH BASIN ~ v "- o ~ o U /' "" <l1 ;::: o ;; /' Fe 980 970 " ., u ~ I- "- '" >- v , ' u v 960 "- en >- 950 940 930 920 VP!,STA, VP!, Ec C8RVE, STA, 163+00 TO STA 176+00 CONSTRUCTION PLAN 50 I 100 980 < E-; lo.O ,soo ~ ~. 'C 5 ~ ~ .~ ~ >-; ~"'iii-;:~ ===a~ ~:c~~ :=co:t:o -~=o 's ~ ~~ "1 ]~ co: 0 :I: 00 970 960 950 940 fG'g~ 8 g ~~ ~ ~ ~ ~..~~ ~ ~ ...: ~~ 15 .'E- ~ ~ 8. u. ::a m n " 2 ~ ~ o '" ::;: 930 920 ~I~ ~{I)~ 1 ~ " OF 75 SHEETS ! :." i ! ........-.., r~j CONCRETE CURB AND GUTTER SEE DETAIL \ ~\ IS> .- 6005 .... 11004 co o N TES: CONTRACTOR TO USE CONSTRUCTION METHODS THAT W NSURE THE AVOIDANCE OF THE UNDERGROUND TELEPHON LING. 2. THE CONTRACTOR USE TO MINIMIZE THE DISTU R/W OR P/E. 3. CONSTRUCT BITUMINOUS DRIVEWAY APRON. DETAILED. ON ALL GRAVEL AND BITUMINOUS DRIVEWAYS. 4. CONSTRUCT CONCRETE DRIVEWAY APRONS. AS DETAILED. ON ALL CONCRETE DRIVEWAYS. 5. SEE SHEET 4 FOR STORM SEWER. 6. ALL UNDER DRAIN INLETS/OUTLETS SHALL HAVE RODENT GUARDS. 7. SEE SHEET 32 FOR SANITARY SEWER. ...... o -f--- 6006 ~ '~':';(f'E j rEf) U,N!) ",. . CONCRETE C AND GUTTER SEE DETAIL ; HENN!:F'IN 5'i7:;:.,~4~,:?f~.',C.:.'.':..E.. > ') " . , ,.~<._ I~I~:--~:~.:~;COU!ST ::J j)'~'ive STA. 176+58. 13' LT &. 15' RT 6" PIPE DRAIN INLET AT STORM SEWER CATCH BASIN >;>Y8"":;,;'!;':;~:(: ;ocoo" STA. 180+33. 13' LT &. 15' RT 6" PIPE DRAIN INLET AT STORM SEWER CATCH BASIN STA. 185+87. 13' LT 6" PIPE DRAIN INLET AT STORM SEWER CATCH BASIN 3+74.13' LT STA. 183+ 15' RT 6" PIPE DRAIN I ET AT STORM SEWER CATCH BASIN STA. 189+11. 13' LT 6" PIPE DRAIN INLET SEWER CATCH BASIN 980 970 960 950 940 os'); 930 920 <L r ~ .. "- 0 :;: "0 0 U ..- ((} '" ;:: 0 ;; ..- E STA 176+00 TO STA 189+50 CONSTRUCTION PLAN so y I 100 g z~ 0" .0 ~ z 0 0 ~ u z u ~ Z W ~ 0 0 . ~~ :5 o~ 2~ f?~ <~ u. ~S ~i5 ~> ~. .~ ~~ <~ ~o >m ~o ~~ E~ ~~ !l!. 980 ~ Eo-< 1.0 oSrJ'J. ~ '= ~~ ~ .~ ~ .... ~~"=~ =:= ; ~ 5:C~~ :=~t:O ....'Z=O ! ~ ~~ :g~ eo; 0 :I: rJ'J. 970 960 950 940 :>'0"1 mON ~~m ~c?j~ 05 .~ E "0 " a. :; :g c 2 ~ ~ o '" ::;: 00 00 ~~ H :e:e ~ 930 920 I"f\ I " ~~ j OF 75 SHEETS 7. 8 CY CL ASS [V R I PRAP ~" MA TCH EX)S~T NG CONCRE5TOE26~ L........-' d II ~~O~E~~J~E T;~~ T~~ F ABR I C \ CURB ~/GU ER"'~) \ ~"~, ;~ CoNCRE TE URB AND GUTTER '$~", /P' ~'!.'h >'. ~/> :r. h~T:~~aO"'- 5.8 CY CLASS IV RIPRAP '\~'C} STA.193+36.05 MATCH EX1ST1NG CoNCI'I:.It:. 8.7 SOYD TYPE [V 5035' <~,,-, 13.00'LT IJO CURB & GUTTER GEoTEXTlLE F1LTER FABR1C 5034~...... "!;,;./.~..J'.'{~ ~ l ";;; 'B':~;:;~ 5~;;:.::::j~~~;~1:~:" , ~\ j '~5:::,,:~: ;:;r {,",,:; ,;;::;~ ,,~, '"::,:~;:;~ I"""' , """ l:", ;~:iR~;i I ~ 50" ~~:':~~) 1'''b col6oo9---. ROADWAY ;1"W,.,G~'V'^,,'j.'A~ ....m"""-'"'' 1",1, )'^~~ , \ " "I ... "',:;~~.\ ,,"'I""''';' "'Q'I,V,,~,.,' \ : ~~~-,,:='~"'~~ii~I=~~~''''~=-~ \d~;"~ll\;-~d ,," ~ " O"OOO;,:~ V': ""'" -~: n",,:: -~>/' ,/<; -i \ '" ;~~'_i;~o__,_=;;,~,~v~19~,~~0_ ~...-= ~1-=~-=1~=t0;-=__-=__~~:9YOO,,;.. _.. +- _ _ :~+~O___._ _ 19S:~0_ _ _ -+ _ ~"'I~ _ _ _1_ - i 1_9~~ _.. -1- _.. ~:I+DO - J - +- - - _2-1;0 - -;" .,-.-- ':'-<-:/J'if.'!~ 5033 <;~ :o%.),d-"E : :::;C~ .. _, ,r:: ,\~ _ __'j> m-Ir:'---),;'d" ,", r+'I"t' ~,.."-_,, 'C~'~'-=.- ". -, - , .. ,,:7_-=-:r~-!i.,-,-.. -1-- , ,', - :[::: '60;2j,L:~::- - ---/, =-eel 'J... "'"".Ita REPLACE7xrSTING Iw _'i:~ ~ ~ fl 2!2~';;~J ':,::~;:';5C"" L~45021 5025~,,,,,,T.:,.,D,,,,.,,,.,.,.:.'..~.5.1''''''020.,1.,""~7,.~tU.~.", I ERNEST J '::'iA a:"'NDHDHSl ElillES' ,.\ T!,,~~[L:"':D~~,11-1 t?VEST.l Tj;\':"';HT'\~Df;D"S- - "DDU5iDE D,c~r> ,bY, :'! ~~~~f'Y! !I~ CATCH BASIN ~ ~ . < ~.. . r 2:1235 :>ml ihi(;;>.r: Hoor! 2; sf'A~t19:4'+o8:'joo -~, 2?255 5mft!1foW!1 ;?o,~(:: 2721::: S{(if::,;:ow!~ Rcy.x! Lo.l ~!~ I 15.00'RT CONSTRUCTION ~o~ NOTES: END BlTUMINoUS SLOPE HE IN ~~~ \ '" 1. CoNTR CToR TO USE CONSTRUCTION METHODS HAT CURB ~~~ , ~- WILL NSURE THE AVOIDANCE OF THE UNDER ROUND 5030 ~g~~\ z TELEP ONE CABLlNG.,- . ~~ ~B' c: !i 2. THE C NTRACTOR SHALL USE dONS TRUCT I ON METHODS ~ 5 t ~ r ;;> u TO MP IMIZE: THE D1STURBANCES OUTSIDE XISTING STA. 191+37. 13' LT & 15' RT m~ " v., _ R/W Of P/ELm.m_.., _,m ' 6" PIPE DRAIN lNLET A STORM 3. CoNSTf UCT BlTUMINOUS DRIVEWAY APRON. AS DETAlkE'Q,. SEWER CATCH BASIN "' '" OR"" '<0 "'""""' OR"" ,s, / " . j;i! ~ ~ ! 4. CoNSTRWCT CONCRETE DRIVEWAY APRONS. AS oETA{LED. STA. 194+10. 13' LT 15' RT L.J ~~~t H D ON ALL CONCRETE oR1V~1IIAV<: '" 6" PIPE DRA1N INLET T STORM ~!:;~~ -:T. -XI:. ::'Ht.t. 4 FOR STORM SEWER. " """\ SEWER CATCH BASIN ~~i~ 0 6. ALL UNDER DRAIN INLETS/OUTLETS SHALL HA ../ =.~~ RODENT GUARDS. '"" STA. 202+63. 10' L~/8o 25' RT 7. SEE SHEET 32 FOR SAN1TARY SEWER. 6" PIPE DRA1N INLET AT STORM SEWER CATCH BASIN EXIST1NG SPLIT RAI ENC ,w", . . " . . 980 970 ~'", ..~.!~ ~ <0 '<T ,t '" .<n " -' " W , ".;, 'c':, "0'0":0'- . , ,VP.I ,EL, 9,5Q,1,5, , .CLlRVE ,UlN ,= .1 "a! ,K ,= ,33" .3, , , , .E ,= ,0,,9' . , -,- ~, > ~ ,~ wlw H~ .C1l 'U ~Ic;j . ~ l'j <L .J 960 '_ u> <0 '+ <n <n .CO It '<T 0 ~ N "' ~ '<0'" ~ ~ PI~ .~ ~ ou uJ ~ ~ VI ;> '" c;l VPl EL "'",,6, GURVE ,EN = ;00, O. K = l4 39. E = 0, )9. , '0 127.' , ~ ~ i~ . ~~ " w < </ , ~ ~ ~ II. l! j '", >- ,/\ :> >- Q. > 950 o Ltl '+ <n co '" u ~ <L '" > '>- .a. > U '0. > . . .- . ~" "" % ~~ -4,'717.' "'~ ~ . , , , --'>-.:.....:... ~"~ - I . ~ ;. D . ~ ~~ ~ . a;;:.~ If II '" ~::r II . i ,,: ~ . .: >:r::r . 0.54' v' , :-.' \' \\ >~, ~J~ 1: PROF LE . IN" 'rt. P'ROFiLt ~ CD -+. r<"l CD . -en- W _ v ',,' CD , VF 5H ~ 20 +20', 7~ . VF EL' = 939 36' , 'CL LEN 100,00' 940) "" >- <I) '# . r .'~'."". ',u ~ .~. . . , '4. " w ~ ~. <:> '" '" . ! :w. CD :'" . " '~' , ;:::-,' ~i HO' 's r'A '= ,4'3 ~~'IEL = 9'46,60' , ''cll: VE7'5 ' '4 4 200, 00 '= '0,'26' ,'" 6 '" . , . '-' 930 ~ 920 '" -I- - ....:J '" W! >- >- -c..- a.. > > E , 1; IDN I NO 1; : l IV A I'ON rEX : ~:~. . ~:~ 189+50 , 'r- ' , ;,.;~ · .~:i 192+00 : ~.~. · ~~i' . .~.~. ..~ ~ 192+50 193+00 .;:, ;::" . .~ *. 191 +50 . ,'i;.~. .,,; . . .~.~, 193+50 . ~ ,,: ~~, ~~, ,'i; ~ . .~ ~ .~.~.~~, .~ ~: en ""'" m '" m 19< +50 19 i+OO 195 +50 19E +00 ~:~ : ~,;:. '~.~ . .~:~ 196+50 197+00 . ~.~. . ~.~. . ~.~. .~,~ . ~~. . .~.~. 19'+50 198+00 198+50 1.- o 50 I 100 l5~ "0 ~ 980 < E-< 1.0 oSr.Fl .:t:~ "CI I. Z ~ = 0 z ..s .S ~ ...... ~.......~ =,s =rG ~ := ~ -S:c~~ ;]t:O ... ~ = 0 Elp::iS:> rJ1 ~~ "CI~ =Cl:: ~O ::z:: r.Fl y , ': ,\ . ~ - ,~i ~ '~ 2 '- : <( '" <I) W Z ,j ~ ~, 970 960 950 940 >-0 N 0 0 roON 0 a ~~ ~ ~ ~ :;:..~~ ~ ~ ~~ ~.!€ ~ ~ 8. u. ::; ill c 2 ~ ~ o It) :;r 930 920 t't\ I " ..~ ! . ~~, . ~~. :;.~. ;::~. j; ~ . . ;;;.~. . '~~ . ~~. . ~~: ,. ~~' ,'~ '" ~.,: '~ci 0 .~ '~,,;,,; .. ';;, ;;; '5-, ;;;'J,';;; .~.~...~~, · · ~.~ · ~.~. ~,~.. ~~. 19~I+OO 19~ +50 20(+00 200+50 201 +00 201 +50 20 !+OO 202+50 20~ +00 SAP, 216-101-03 STA. 189+50 TO STA, 203+00 CONSTRUCTION PLAN SHEET 24 OF 75 SHEETS , 'r- , 00;;; '''';'':' .~j, · ~8' . 4 ~ "'''' 190+50 . ;;.~. . .~.~ ",0, 191 +00 . ~.~. . .~.,;' . .~~. 19~+OO 190+00 7.8 CY CLASS IV RIPRAP 5026~ 1'.7 SOYD TYPE IV ~~~~H ~=,~~OS T E~G CONCRETE L .......J IJ /I -:7 :T~XTl ~~,~~~T,E~~ :~,IC ~__. ,.~\~ CONCRETE URB AND GUTTER .~ - -- -,. - T :r. MATCH EX 1ST I NG CONC ETE 5.8 CY CLASS I V R I PRAP \~-s. STA.193+36.05 a 8.7 SOYO TYPE IV 5035~' I ..;it 13.00'LT \1 CURB &. GUTTER GEOTEXTlLE FILTER FABRIC 5034--....... ",.v!" '{~ I ,,~ i:~, "'""1'0"' \~ %\ k(J;;;;~(,," '''~''''''>; CO",TR"O! "~""~'" ", ,"c';~:~'1:'''' ~ 'l 600h'ii:::: ;;;, ;;;; - '- f2~~;;,~' ='J~:~~\; "" ::, \J /';f:;~:jf, ;~" ,." ~""~- ,,:::' :';~';::;:" /1"'0,. "'"," I, "" SL 0" Tl: " " ,~;' ~', ,I~~' ~o:~; ~~ ~ ~ ~"..""\nv~x='~"'k~~~-,-,-~~~,jJ::!o, 2t;:LA, IIt.lj \ .' " "" : ----.l( /ll ",' I \ ~L"_"I";~-~ o-~_.__...:~:~:...~ "92::-m ~-_"--C.;~:'~9-3:~:' \,.<.,2' :;~4+00 \ ,." ," "' J, \" OC'OCO'Ki,~~,+{)O't)" '(0)0'98+00 if":: :,:J;::~';"lL 200+00 _ '...:'-\-------.A~ -/:4~/ !!~.. ~<P id~ C w_ _ _ _, (,~_ - - - -J~ -- -- -- ' 5033 -,--,J!.t l I;'-=--~ ~I- T'~~- _mI' r:.: "r " ",=r--i'3 ~ -r- .L'ti-- .;;/ ..,----~~jj.".,<:' !/~ ~~;;~r'^~\,I/ ~ i5'-I- - -.' -f-. -\-"" '502-' , -.' "5-0r-2"5~;" '-6'0'10' 'W)I " ~'"'T. ,-;'",-,'j" _,c. -, ..-.; ..-, :: - ..-"----j\-~+V m<''-/-'-Gn~,.-.JI - - . 7'~- -'F- - 601-2 -~I-="~- '.f,i.i.J! '(~) ......,'.y. . ,J.','.i!:!t ~;~~~C~A~~~STING J ;~ :u:~ iu to- R!t!W?{) (..'PJjnr;s \ '''-I i---i 1- ~-r''''--- --- :5 ~---' -! 'r X ~ I 2:420 Slue fiid9~ f.C!1& L'5024 '''0\'6 1St)':!.?," ~I ERNE5! J liNA SHANiHDHS! ERNES' .,; r;,y,"BP"";;;O":;; tHy,S!.' TiN'; a.-;AND8D"Si iiUDUSffJE (EM: g"i"- .'S:;mY ," ~~;c,' 11!!(j Ii ~ :f )7235 Smf-fh-:ow'f: ,:,'Dmf + Sf~'~\1 ~~.i~6g~]oo),'.:;1; 2?2:75 5m!!t,to",,'n jh"x~ 212;5 Smft.';1C'fl'r? !;'ccc 8 g~j I 1 5 . 00' RT CONS TRUCT I ON ~ ~ is ~ NOTES: END BITUMINOUS SLOPE TIE IN ~~~ \ w ~ ,. CONTR CTOR TO USE CONSTRUCTION METHODS HAT CURB ~~~ , ~ m,mm ~~~~P ~~~R~A~~~N~~,~I.DAN--=-E,OF THE UNDER ROUND 5030 ~iig'~ 2. THE C NTRACTOR SHALL USE CONSTRUCTION METHODS ~,o" r :~::: '~;il,"E O""""^~1" 0"''' DE ""'"' i!^;, ::' ;;;;ll' l ;,~: ~ '~;a:: 1m ~\A - 3. CONSTfUCT BITUMINOUS DRIVEWAY APRON. AS DETAILE'Q.: SEWER CATCH BASIN >~>~ ON ALL GRAVEL AND BITUMINOUS DRIVEW YS. / , ~el: 4. CONSTRUCT CONCRETE O~IVEWAY APRONS. AS OETAli~ED. . STA. 194+10. 13' LT 15' RT I=J ~~~~ ON ALL CONCRETE ORIV"",.ve: '..... 6" PIPE DRAIN INLET T STORM ;~::S -J. ~u, o,rtt.1 4 FOR STORM SEWER. '-. SEWER CATCH BASIN !l!H~ 6. ALL UNDER DRAIN INLETS/OUTLETS SHALL HA /' i RODENT GUARDS.',- STA. 202+63. '0' LT &. 25' RT ,. 7. SEE SHEET 32 FOR SANITARY SEWER. 6" PIPE DRAIN INLET AT STORM SEWER CATCH BASIN EXISTING SPLIT RAI ENC , . ' . 980 970 , . .~'~ ~ ~, ~ CD '" ~* o ,(1) 'II ':'." . . " . . cu ........ ~ .", <L -" ~It " w .., v.'> "- '" .,. .+ '" '" " " " w 960 '" '" -~ en 'co It ~I~ :.,.' -i ~ ~ .~ ~ 'U W << Ll I- <L 'v) ;> . . . . . . , vPI'sTA .VP.I ,EL. ' 9,50" 1,5 , ,CLlRvE.E ,;.' 6,O.,OC K . 33, E;0.9' .,. 0 ~ N . ~!;;; ~ II, !l ~ <1 ,.: , v. '> " d <1 co ~ '" V> > : 2~ .a. > VPf EL OAO,.61 GURVE ,EN; WO.!O, K ; 14 39, E ; 0, )9 950 o l() '+ rn <D co u. > . ,', ~' % ~~~ N ' , , --...'-'-..:... ": .'C"t '0 12"/.' . . . I '~ <- ;,: co u. . > -- 940 ) :'" l- V> , \ U n-u .;: ,,<" Viw : ~ ~~~ : I- "- > . , ~ VP:I ST'A ;...~.~~.~.:4:3 VP I E L ; 946. 60 ~u:V~ ;4'200.00~ 'E ; O. b '" ~- ~ ~> '"" " V> W ~ ~: : '5! - ....J :r: u I- '" ::E . '" ! ~- - ~ ~: ' " " . . ;:<: ,,' , ~ ~: ~ ~~~l '" . ~ '" "+. 1""1 '" .0"1. 1O 'II ' J. VF 5T-A = 20 +20',74 VF El' = 939 38 ' , CLRVE LEN; , 00.00' STING'rt P~~:~~ LE. 930 920 <1 .f--." ..:J V> w I- I- -0.... CI.. > >: E 0.54' rEX ~ ~: i---r-- ;;';'~ 189+50 . . ct IDN . ING ct '~JE~~~ION ~ ~. .* * 191 +00 ;;:. . ~ ~: 19 '+00 . ~.~. ~;,,: ~~: : , ~~. : .~:~. :~~': ~*: : : ~~: 198+50 , 99+00 199+50 200+00 SAP. 216-101-03 r-- ';}' . '", ::; : ' : :;::>;;;. . ~~, , ~ .;, '~ .. , ''0 0; , 'de ' ~.~ : ',.; .~~, . , ~. ~ . ~~. ~ 200+50 201 )0 20 50 202 +00 202+50 20: 10 5T A. 189+50 TO 8T A. 203+00 CONSTRUCTION PLAN SHEET 24 OF 75 SHEETS : ~;;;. . . ',,; , . . .~~, . , 93+50 :;:: ;2' : :~~ 0, en 191 +50 : ;;; <D .~ , '~~. . 'c;,.;, , 1 92+00 : ~~: : : ~ 8 : i~ : : :~~: , 92+50 193+00 , '", ' ' , in;;;' . , '~I"; , .~.~. . 194 +50 : ~~: : : :~.~. : 195+00 ~~,. ~~.. ~,~: :~~.: 195+50 196+00 ~D , 0; ri; , .~~' 196+50 :;;;:: ~~. 0; 0; ,~:~ ~t 197+00 197+50 . ~;;;. : :~~. 1 9 ~ +00 : ~'~: ~m 190+00 , 90+50 ....- o 50 y ~ ~ 980 970 ,:;: 960 ,~ ' :~ ~ : 950 ,Vi 0, ,'" <( 940 "" V> W Z .,j ~ 930 ~ 920 I 100 . .~ Ce "Q z 0 ~ ~ ,; I W 0 0 .. > 0 ~ .. 0 0 ~ ~ ~ .0 oSrJJ. ~~ "Cl · Z ~ c 0 Z o .S :::: .... ~"'Ciit:~ =:5;~r-. ~:CiZ~ ;~t:O 's ~ 6. ~ 1ZJ C. " ~~ ]~ ~O ::r: rJJ. :>-ON alaN ~"'... -5.s:2 S:"Sz 1ij(J)::E a "!1 E <5 " Cl. ::;; ~ c c o c 6 ~ o '" ~ 00 00 ~~ H ~~ ~ ~I~ ~~ ! NOTES: 1. CONTRACTOR TO USE CONSTRUCTION METHODS THAT WILL ENSURE THE AVOIDANCE OF THE UNDERGROUND TELEPHONE CABLING. 2. THE CONTRACTOR SHALL USE CONSTRUCTION METHODS TO MINIMIZE THE DISTURBANCES OUTSIDE EXISTING R/W OR PIE. 3. CONSTRUCT BITUMINOUS DRIVEWAY APRONS. AS DETAILED. ON ALL GRAVEL AND BITUMINOUS DRIVEWAYS. ~. CONSTRUCT CONCRETE DRIVEWAY APRONS. AS DETAILED. ON ALL CONCRETE DRIVEWAYS. 5. SEE SHEET ~ FOR STORM SEWER. 6. ALL UNDER DRAIN INLETS/OUTLETS SHALL HAVE RODENT GUARDS. 7. SEE SHEET 32 FOR SANITARY SEWER. 7.8 CY CLASS IV RIPRAP 11 .7 SOYD TYPE I V GEOTEXTILE FILTER 28' BITUM'ifJbJs 5IiOi?LWOO!] .i.L!:- 211 +{)O -~;- --f- ~ .j; o STA. 207+99. 13' LT & 15' RT 6" PIPE DRA1N INLET AT STORM SEWER CATCH BASIN 980 970 960 <D m do ro' '" ro q '" :, 01- ~ ~: 1.1 w. ., ~ '" c- o. 0;- '" '" ", '" ,.., '" 950 '-' w a. :.:..J <;t;. .200.{}O 940 o o -+ J") o N ,0,29. 0- .J 930 ,.d:1' f- 'vP'J 'ST'A ,~ '20'2+97'.8'6 Vl' 'VP'J "rL' ,; 9'38'.7'5 ~J ..~URV~5~~'~2~100.bO ~I'. ~ "r'~ '0.'08' u' ~I I .-....--:---- . -'-i;-~ D\-,.3~ ~V!;. J~ ~ <D - - - - -:-::930; 89 .;:,. '" . (VERIFY) .~. ~ '" . ....;.. ,". . . . , .. ...:. ...... .. ............. ~ ..."................... .,.... .. .......i...... . " ~~,:1:9~ ~~:=~;~~~:zI~~~X:: :r~P~<i::. . YPIE" = <f.IsJs612 . . . . CURVE LEN OoV6:1IRlLIOIIl.) . , . . . . k = t 16,23. PROPOSED ~ f'RVf6~L E' .,..... (XJStING,..~..f>R()F.l.LE,.' 'N' o in .. "0" ......j.. '" .,. .+ ,.., "' o '" ~ ~ II" ~ ;.;J '" w c- c- -a...- 0:. > > N "'i::O ..r:.;.... .~. ~ o m "N" J'1'1 '11 . 0) 920 ., c- .J ....U'l 'W 'u' 0 0- 0- ">' ::> ., .......F. '.:.J" Y' w 0- 0- X :r: ;;; .. .lf~:~:r~N~ ~C:J;::~;"'. ~~lC1- . . g;~. . . ~;g;" -~f~- 'c.o:~- 'coia,;- 'm:~- "cn[m' 1"'"),,,,,,. r<),l""l- f'l.!"")- I"""):l""l- 01:01 (j):m (Tl-cn (n:m ........:0 .-.;r ~ '<:t. Ql:m .. "- $2 " "0 o U " <0 '" ~!~. m~(TI .f")'t>I. 01:(TI ~i~- ~~~: 0>:01 ~~~. 'oo:~' .f"):I"<"). 01:01 ~:~- OO:tO .r<I,t>I. OI:(TI ~~;;;. 'co ~~" M;f'0, 01:01 ~~~. "O~~' ,~ ~I"'l' 01:(J"'I ~;~, r<u:i' I"'l ~ 1"f1' m:01 ~~~. -0) ~;. l"l!I"l' 01:CT\ ~i~- ~~~" 'I"'- ~ uJ' .f")jf""). 01:01 ~~~, t-:t.D ~j~' 209+50 ~i~> "en ~~' t'I ~ 1"f1. 01:01 211 +00 ~~&:. 'r--:u:i' .f'}:tt"). QJ:m ~~~, ~;;;;' '01 ~~. l"l;rr)- m:(J"'l . ;.. 1"'-:t.D .f"");r<'). O'1:m 203+00 203+50 204+00 204+50 205+D0 205+50 206+D0 206+50 207+D0 208+50 207 +50 208 +DO 209 +DO 210+00 210+50 211+50 212+00 q "- $2 o " E '" '" '" ,{G01S ;; g m .,. ... .,. + '" N ~ w ~ >- Vl g;. ..;.-~..-. ',-:-:- --- , ~--=- _~ ~Ol_ ~:m r.-, ~ ....:. "~;v' 01:0'1 ~~~. '--r:r--i' -'<;f:v' Q"'I:(Jl 213+00 212+50 SAP. 216-101-03 1.- o 50 ;I NOTE: UNDERDRAIN ALONG THE NORTH SIDE OF ROAD SHALL CROSS ROAD AND OUTLET I NTO PROPOSED CATCH BAS] N #5050 . (SEE DETAIL SHEET 7) ~ ~ ~ ;). N "' m o 1ft + <D ........ .~...... N ,,:ei1.' ,- Ii. .Vl --: 'I~'. l~ ~ u - .J~...:. VPl STA ~ 214+49:52 VPl EL: =. 949.88 CURVE LEN ~ 100.00. K. =68;29 E " 0.18. ... ..... . -.. . ...~... .. h ..........~... . . . . . '-P" ......._........,........................,..... en N. "... "'''' ..::.t" 0;;;-. en", en .~ ~LC)' -co;r--:' ,.::.t":o;;r- 0\:01 2 1 4 +00 ~\~. '<;f:-q- -l.1l'lf)' CJl:01 ~\~- 'Ol~~- U);L()- 01:01 216+50 ~f~' 'O:en' Ul '<<:t"' 01:01 ~~~. 'N~"":' U1jlf)' 01:01 ~~~- r-:t.P U) :1.f)- 0"1:01 215+50 213+50 214+50 215+00 216+00 -+- I 100 z~ o~ ~o ~ o u - ~ > ~ ~ o ~ ~ 00 i:;~ :~ O~ z'~ 5~ ~~ 0 2~ ~ ~~ :~ gg <II )-m ~ ~~ 0 u. ~ B~ ~ ~; ~ ~ ~ 980 < E-- J..O ';:00 ~~ "l:l ; Z ~.~ ~ ~ ~~....c:~ ===~ ;:C~~ ~Cllt:O ....~::l0 .s p:: g: ~ 00 -<~_ "l:l ' c: ClIO ~ 00 970 960 950 940 >-ON "'ON ~~~ ~~~ 15 .~ E "5 .. 0. :; ~ c: E ~ ~ o '" " 00 00 ~~ :i:i ~~ ~ 930 920 ~1.Ji ~~ ! STA. 203+00 TO STA. 216+50 CONSTRUCTION PLAN SHEET 25 OF 75 SHEETS NOTES: 1. CONTRACTOR TO USE CONSTRUCTION METHODS THAT WILL ENSURE THE AVOIDANCE OF THE UNDERGROUND TELEPHONE CABLING. 2. THE CONTRACTOR SHALL USE CONSTRUCTION METHODS TO MINIMIZE THE DISTURBANCES OUTSIDE EXISTING R/W OR PIE. 3. CONSTRUCT BITUMINOUS DRIVEWAY APRONS. AS DETAILED. ON ALL GRAVEL AND BITUMINOUS DRIVEWAYS. 4. CONSTRUCT CONCRETE DRIVEWAY APRONS. AS DETAILED. ON ALL CONCRETE DRIVEWAYS. 5. SEE SHEET 4 FOR STORM SEWER. 6. ALL UNDER DRAIN INLETS/OUTLETS SHALL HAVE RODENT GUARDS. 7. SEE SHEET 32 FOR SANITARY SEWER. ~ r:: ~~;,~~; ~I 980 970 960 "" '" '" M C. 950 CJ w 940 o o + ,..., o N Q. "" f- :..:.J P "n. t/l ,>. f- go 7.8 CY CLASS IV RIPRAP 11.7 SaYD TYPE IV GEOTEXTILE FILTER '>;;fr ~.._ >it - ~ - - -".., 6017~ :'if ..~.....*.: .... ... 28' B I TUM j~bSs 5iiOi?L'OOi! ~: ;::~~=~~2!;9.~t;!:,-~.~.; L::!::- - f-- 209+00 210+00 +---< - - +- -< --+- .,-,-_. +< --+- 211+00 +-<- If.../,\'!. !/.[E/Ch'!-;!~_:r!ljE [fZEf ~ d; o STA. 207+99. 13' LT & 15' RT 6. PIPE DRAIN INLET AT STORM SEWER CATCH BASIN CD do '" ~ + "" o 11- N 0,29.7. ~, '200.-00 .0 X Q: . WQ 'N' - - - - - -,-;;- --.:, ~ ~; :...;:-:-:-: ~~3~EY~ J~ ~ - - - ~"93'O'~ 89 ... ...,~..... : (YER I FYi . : : i.. , . , : : . . i 'I : E ~.: ~. pv~ ' ...Ex-...,.9_ "E''{C'-v.E:j::SD::E:2:1~g:;;o == = = = =: - - - - - - -YPj.U~9\lS,15&l2, ' , CURVE LEN €=Vflt>>l:JI.lObl,) . k ~ 116.23 PROPOSED ~ f'RVf1iU' H'EXrStIN~<t~~(JFILE,'. : :"<1' f- 'VP'I 'ST'A := '20'2+'97'.8'6 ' V1 'VP'I 'rL' ,; 9'38'.7'5 ;;tJ ,,~U:V~5~E~2~1 00, 00 ~I'. ~ 'r '= '0.08' u' il I 930 920 o in ... "0' ;.. "" .,. + roi '" b Oi .N ~ II' . ..;:. .~. . Yl I..L! Q. a. r r N . '''Co ..~.... + N '~' o '" "N" f'1'i _11_ CD " '<:co' f- ..J . "vl"" 'W 'u' <...) Q. a. .>" ::> N CD '" ,+ ' "' CD .~. '" "" '" .- ..;2 "" V> W f- f- 'a.' Q. > > .. .Jf~:~:t~Nt ~C:\::;~~'i ~~tr1' . - ~:~. . . ~'b" .~~~. , . , , , , , , , . ....................,. ... .............,.... ..... .......-....,.....................,.... ~!~. -r--\o- .f")jl"'l' 01:01 "'-:0 -"'t:o;;r. (11:01 209+00 209+50 210+00 210+50 211+00 211+50 212+00 212+50 213+00 213+50 214+00 214+50 215+00 SAP. 216-101-03 CONSTRUCTION PLAN ;:;:.:'Q""- '" ;;;~~. +rn1m' ~:~. ~.~. -(J)i~- .f") ~ f"O). 01:0"1 ~f~' co:co .f<}:r<'). 01:01 ~f~' -r--- ~ t.D- .f""");r<)- O1:cn ~t~, r--:...o MjJ"!")- 01:0) ~i~- OJ:r-- ~i~' ~~~- ~:~- CO:o::l .r<I:r<')- 0/:01 ~n~. ~r~: ~~~. 'o:~' -"":t'1. 01:01 -ro:~- 1:0:0;;' '01 :cn' '01 ~m' f"l:P>'")- r<);I"'). 1"l~r0' ./"'/:1"1. O1:m 01:01 "'en ""en 203+00 203+50 204+00 204 +50 205+00 205+50 206+00 206+50 207+00 g:~- ~:N, ~~~- .", -co :r--:- 'r-- :u)' , ; *. r--:l!l .r<')!r<)' n;f"'). ./""l ~ f"'). 01:0"1 01:01 01:(}"I 207 +50 208+00 2 08 +50 . ;., ~~~- O1:cn '" '" '" ,(6018 .~; '" 5{j10 C(fftiC.(.)(~J' [lr to; CD "Cl ~ Q ~ = ,"', '" 980 ~ "- Q ..... .::: ..... 's 970 VJ 960 950 ~ o '" '" '" '" 5.8 CY CLASS IV RIPRA 8.7 SaYD TYPE IV GEOTEXTILE FILTER NOTE: UNDERDRAIN ALONG THE NORTH SIDE OF ROAD SHALL CROSS ROAD AND OUTLET I NTO PROPOSED CATCH BAS I N #5050 ' (SEE DETAIL SHEET 7) ..:--!-- ~-:-, . ; ..................,...... ."'- ~ 01_ "'-;01 '1""1:.-:' ,"<:"J""";o;;r, (J1:01 ~~~, ~f~' "9"":,.., i..o:~' ."T;oq-- ."1'":oq-- 0/:01 01:01 , , , , . . . . . . . . . . . . . . . ..........................,... ........ ....:.... ... ............i...... .................,.... N "" '" N on en 11"" f-, a. >, --: VPl STA ~ 214+49;52 VPl EL,=.949,88 CURVE LEN" 100.00, K .=.68'29.. E " 0,18. 01: '..,- ~ U1 I:or~' ."T:oq-, 01:01 ~~~- 'O:~' J.1);oq-- cn:(}"I ;.; ~ ;:: , N:....... .t.f);lf)- (J1:0l STA. 203+00 TO STA. 216+50 50 -f- I 100 ~~ ~ x o u x ~ x w ~ 0 ~ 00 e,~ ~z ~o o. ~~ ., ,,~ ~~ i: it> ~~ g~ ,. ~~ E~ :;;~ ~ -. ~ N o , ~ o , o < f-< -0 oS 00 ..::c~ sZ 1: > ~ .~ ~- ~~~ ::5;~ :cE~ ~t:O ~=O ~l5:~ ~ ~' '"0 ' = ~O ~ 00 940 >00 N 0 roaN 0 ;:C'1V ~ ~:m ~ ~ ~~~ ~ "5 .~ E &. " '" ::; l!! c c ~ ~ o "' :;;: 930 920 9::} I J1 ~~~ { ] " 25 OF 75 SHEETS NOTES: STA. 220+50. 18' LT 6" PIPE DRAIN INLET WITH PRECA5T CONCRETE HEADWALL 1.- o 1. CONTRACTOR TO USE CONSTRUCTION METHODS THAT WILL ENSURE THE AVOIDANCE OF THE UNDERGROUND TELEPHONE CABLING. 2. THE CONTRACTOR SHALL USE CONSTRUCTION METHODS ~T.ApI~~1;~~iN1~~L~i WITH ~~wMb~I~~~~ THE DI.STURBA...N.C...E.......S..............O....U~..! SIDE EXISTING PRECAST CONCRETE HEAOWALL 3. CONSTRUCT BITUMINOUS D~IVEWAY . RONS. AS DETAILED. _q._ ."..m, ON ALL GRAVEL AND BITUMJ.NOl!S.OR: VEWAYS. i ~rA. 22 +25. 18' LT '. 4. CONSTRUCT CONCRETE: DRIV8WAY APR NS. AS DETAILED. & 6~ PIPE DRAIN INLET WITH ON ALL CONCRETE DRpVEWA~S. ,'-'[ " i PRECAST CONCRE'TEmHEADWALL 50l=.10,JPERFORA T[O+-.'II 5. SEE SHEET 4 FDR STpRM ...?SWER. .. J ~, VC ',SDRm3p Lmm 6. ALL UNDER DRAIN INLETS/OUTLETS HALL HAVE 5' ri'CONSTRUCTION" i i :r: ~!J.J RODENT GUARDS. CONCRETE WALK] I ' ! 5LOPE TIE IN" , r "'n . . :" 'u" ".,1 [PWARD c'si;;iiifii" o:::t/) <: ~ JACK P...I!P~;.'U.A...S;'...t{E.''GE-.;S,SAR ---' I 7. SEE SI:l~.P! J?{)f.\Q.Rs;~Af'XU ARY SEWER /\"CONCRETE CUR A I ~) ,.,....,.(,',:'.,;'0': ~.,..,',:.,.,~,.l...~.,~'"'~.:,~,;',.'.''',,. -..; 0::: '''' D Sf"'RB"DRI E ..m..._....' .;iUiiifj'.'.:ii..., "UO.'.',"."'; ,.' _"___._ 26610 ;,,,1;'"'0>0 ROOd 3: a AS NOY'."O "'j' 'W" ''''.' 2;;<<!' ,,,,'+1''+0'''' P,,,d AND GUTTER I 5i ,.-..-. "6180 C,,,;liio.,, Hood '" ~ Cl... Cl 5045 0 + I 14 'i!~ 6022 ---x 5043 ~ ,;:;, ~ ~. MiNNT"!,?' FiEM \l1 I ~ ~}~~*~j~:~\~:'>, ~2~--\mm.I;:~~;:~,~+./~;::=! ' I "'W~"~'""";":} A 5046, VY''''~~Y5: ",; ,~u=". -r3 ~l-l; 5041--\ .~ /;~6?b~~,J ~ \;1, ) "' ",~7", ~~,~01~1: ~FC~Pl!~::::2~~4~' ~(j-l-~- -+ - _-:n~ _ _ -=i _ _~ _ _ ~ _ ~~+Ul, __ _ _ +9~ _ _ f _ _ -t~~~0- _ _ -+ _ _ _ 2~1~ _ _ +_ _ _ _2';'+0_01 _ :-1_ _ _ ~YI+OO _ _ _ +\j_2!!t:~ _ _ -i_\1~2:~~ _ _ ~;;, _ ~!~ ~~:a"'E . =T- ,-.: ~ ",) (, - ~ --=- _ ~-P--=- '. ~~ ~ - T '_" N =-f.L. -F, _ _ 4'-,_:;.c:::, ~~_ _ _ -;: ~o~ -~~r- -J=D::=-- _ _ ~~ =R;\M~, -4c- - 3f~ &\~~!:::; ~rffl .,.",rl1:;:',' ,'." 'O'.,.,....,...'..,.,,',.! \'.",..,...., 1 5 ,"._'ii:10~0<;",'-~.~AE~R.:;F:~0~R;'A(~VT!':E:PD'!' "';) e~_~~~C~"S'3D~~ 'EUR3F50";RATED. CO"N:US'~TOROu9c.JT';Iir N'"'''' / . ~'-::-N~; a- ,O>\~ ;~,,,,,'-l \'" J]'},' ~i~;A'oF 1'\~1.\< '''.1 '7-- ; ~ ;\'LREMOVE ~>~'~:~~~~~:~:;::-"~,-" ..., . "Cil:'!\ ; tiL 602"41~ ji ',,-, - '''C ..'.- - Ie 1...J ~ !~AUT";O~;C^" 1':,'IJ L:;~;;'565'~,,?R~2 5040 4010-.1 ~~L~O;~~ :~~~A~7~:1t;~. ~~~;'.f ~ ~ 1::1 5050 ks''!!'''"n'''', SLOPE TIE IN f""TJ" ,,"I I'" ,,,'" DO NOT DISTURB i'iO,'<4S'.Ji:fJ[iy 'TA. 228+50 rcr'STA. 234+{)0 ).. I PV SDR 35 W';5;;m;;;it(';;'R(r~g'~0~0" P RFORA~fX;":;;',,;:;,~:',?;:;; THEDBRRJJV~KW:yAVER 10'- 10"PVC SDR 35 ..J ;J WYE~ I I ~OOUT~OSTIgEISRTOUA~SI~XEISSTWIANLGE ~ 60'- 10" P RFORATEO J ~5,.;,."....,044-._n G O.SO~ TO YARq DRAIN ~O'~U~ 6" ,;} ~~ ;mpVC,SDR 35 @ 7.96't. 3:(,_ 10" ,PVCmSOR3S, S E DETAIL AT ~IGHT CLEANOUT AGRI DRAIN STANDARD GRATE :::.. 1 (REQUIRES 4) 22 1,f2;;-SENDSl! I = @ .50't. TO YARD DRAI-N I GR-l0 OR APPROVED EDUAL i 'i SE DETAIL AT RIGHT I ! 10" X 10" WYE, \ TOP FLUSH WITH SURFACE L..~ -', i . ~~~'~D~;5PERFORATED -............1 -~\IIII<lO[il] 10"PVC It/) 10'- 0" pvc SDR 35 n---ffi' .'---------' @ 4.0 't. TO YARD DRAIN 10'- 10" PVC ~ SEE D TAIL AT RIGHT TO 10" YARD DRAIN REMOVE EX. 4'1 CONC. 'I WALK ANO REPUACE WITH____~ 5' CONC. WALK WITH PED. RAMPS. 28' BITUMINOUS- ROADWAY I I--- NOTE: FOR YARD DRAIN ~ND CLEAN-OUT DETAI SEE SHEET 8 1 0" PVC 90. BEND ~ 'N' .",. .- ."" "- .~. .. .",. .- ."'. " -01- ,., c;j' . .J. w 980 N ~ -r<1- UJ + '" .1'-_ If VP.I : 218+50,2 CURVE LEN: 155. lO. K : " 93 . E - 1. 6. 0.2'17. : 0,257.' I- '" g;. u '" . g;. '-' VPI. ST ~ 2,28+47 ,07. VP I. E-L := .97.3..82. .M .......................:...........N. ':.:..i' .ll_ W K '" 7.5'87. E '" 0.1:6, , 970 _<r _ 1--7 I- a. .Ul. >. .1- . a. .......>. . . ~al <11' ~I l' '" '- \ \ . . . . If 'KUrILE ~E: SJ NG <t 10 ILE VPl 1..3' , CURVI LEN '" tal K = 028..19 E = GO' '''1.' - ~~~- t. ro ~ en. '" ~ ~ .11 ~I~. ." . H . t c;j;: ,-,. ~J,.>,:"w. Q: '20120 GO' ~ o . ~ ~ , 0; .- .- 960 .- N '01' + .- '" ;:; '" " " "" I- -' l/I .w. .- 'f"'-" ~ cj .~ 950 " {~ ~ -g;. 940 u U .0... Q > > : , 930 . , 920 . r;PROPOSED ~ ELE'krION . ltt" ';j20~:':'H"~ " -(J"):~' 'N~"":- i.n~...;' - -~ r--- ~.~. *~ *~. ~ g;. 216+50 217+00 217+50 218+{)0 ~o. o'~, ~:;;. 21 8 +5D ~.~. ~..:' ';;;. 6';' 219+{)0 , '", 'm8 ....: ~. '';;;6'; 219+50 ~.~. ~.~ 221 +50 ;;:; g;. ~.~. 222+{)0 . '", . ~;;:;. . .;, N . ;;; m 222+50 ~.~. ~.~. 223+00 : ~;;;. ';, .. ;.::.;: 'mm 223+50 '0 'm~ : ~:~: enm 224+00 '0 . U;~. , ...; " . ;;;~. 224+50 . ~:;;. . ,,; N' . \;; 6;' 225+00 . '", . .~.~. . ~,~. 225+50 . ~~: ;::;.~. ~.~. : 2.~. ):'.~ 0~. Ul.u. (T!;01 (Tl'Ul 226+00 226+50 227+00 I SAP. 216-101-03 ~8 . ~.~. 220+{)0 26' ~.~. m'", 220+50 .~ :::. ~:::!. m", 221 +()o ~.~. 2~ eno. 227+50 ~~. ~.~. 228+50 ~ ~. ~~ 229+00 . ,...~. .;, N' . ;;; 6;' 229+50 . '", .;::~. . ';, " . ~~. 230+00 ;:' ~. ~ ~. 228+00 ~ <! '-' U) I~ . -' " u .... ~ STA. 216+50 TO STA. 230+00 CONSTRUCTION PLAN SHEET 26 50 x ~ ~ I 100 . ." 0" .0 ~ ~ ~ t c ~ ~ ~ ~ ~ ~~ ; ~ ~ ~ ~ 00 fu. <<, <<Q ~.~ ~ 5~ ,,\ ~~ ~ ~ 5 ~~ 3~ ~ r ." ~ Ii ! ~ i ! ~~ ~ Cl n W m ~ 980 ~ E-- -0 oS 00 ~~ '= :;~ ~ "~ ~ .... ~~=~ = == = --- ~:.c~~ ;::~t:o ....i=o "s ~ ~~ en =g~ ~o = 00 970 960 950 940 :>'ON l1l0N ~~:g ~~i "5 .~ E '0 " g. ::;; " c: c: o c: is ~ o '" ::;: 00 00 !:f~ H ~~ ~ 930 920 ~I~ ... {I)~ J ~ "Ii OF 75 SHEETSJ STA. 220+50. 18' LT 6" PIPE DRAIN INLET WITH PRECAST CONCRETE HEADWALL NOTES: 1. CONTRACTOR TO USE CONSTRUCTION METHODS THAT WILL ENSURE THE AVOIDANCE OF THE UNDERGROUND TELEPHONE CABLING. 2. THE CONTRACTOR SHALL USE CONSTRUCTION METHODS TO MINIMIZE THE DISTURBANCES OU SIDE EXISTING RIW OR PIE. jH 3. CONSTRUCT BITUMINOUS O~IVEWAY ,RONS. AS DETAILED. ON ALL GRAVEL AND BHUMJ,NOLIS,PRi VEWAYS. 4. CONSTRUCT CONCRETEI DRIVEWAY APR NS. AS DETAILED. ON ALL CONCRETE DR\IVEWAYS. S. SEE SHEET 4 FOR STORM SSWER. 6. ALL UNDER DRAIN INLEtS/OUTLETS HALL HAVE RODENT GUARDS. 7. SEE SI;i~P! Hor,Q,Rs,sAt;{J.,!ARY SEWER STA. 221+10. 18' L T 6" PIPE DRAIN INLET WITH PRECAST CONCRETE HEADWALL ~ o 50 I 2~ ~'::: ~, m-Sir A. 22 6;" PIPE PfECAST I m, l " [ [mm1 50,=,,10-0, PERFORATED, ,I VC iSDR3~ I "'H'. REMOVE EX. 4'1 CONC. WALK AND REPLACE WITH 5' CONC. WALK WITH PED. RAMPS. 28' BITUMINOUS ROADWAY 5' CONCRETE WALK +25. 18' L T DRAIN INLET WITH CONCRHEHEADWAlL ~ :r:~w CI) ~ ~ JACK P rPE'iJA'Si''l-tE'GtSSAR ~ a ct: AS NoT'6rb' Jiyj$'i'lJRB''''D'R I ~ Cl C:l 5045 6022 ~ t~ , , T C DUffY ,! C~i J4M!C;UNI 2{;,/~{; S:,I;"ttn:O$,;;.-:...&inJ....J 26610 .';m; tr;"to;;,.;; ;road EDWX.9T-i:: 'srj~-:ij[R"''' 'm._J 2fi1:[: S;!i;-Ifi+.:,'M) Rt.x~d <( >- <Il '- 10" PERFORATED SDR 35 1 P C SDR 35 75'- 10" PERFORATED PVC DR 35 CONSTRUCTI N A,BE'I' , """",: SLOPE TIE I CAUTION: DO NOT DISTURB THE BRICK PAVER DRIVEWAY 5p44--l i~~U ".I 26!SS ;:rtll'ilitOWfr P,(i(j(j 10"PVCSDR 35 0.50i TO YARd DRAIN E DETAIL AT RIGHT ! ' NOTE: FOR YARD DRAIN CLEAN-OUT DETAI SEE SHEET 8 , , , , , , , ' , , , ' , ' , ' , ' , , , ' , , , , , , , , , , , , , , , , , , -- RFORA TED @ 7.96'7, 4) 22 1/120 BENDS)I ~__~_J " PERFORATED 35 0" PVC SDR 35 '7. TO YARD DRAIN TAIL AT RIGHT Z I Zw o~ _0 ~ 10 0 70121g " 0 c I: ~ ~ - -- .:.:CI tn u " " - W . ~ c //~.~;,~, ..~: I ~ % - 602',d~ 00 fu~ l:i .% reO o~ I g~ "~ ~.~ ~~ ~, ~~ ~ <re .0 ,. ~ ~~ ~ ~ ~[ . re~ x ~. MfNNf".. 'ASH?.. [f. EM EX. 4' CONCI!"NJEi." ND REPLACE"'w1 fir C. WALK WITH P90. RAMP. TA. 228+50 Hr'STA. 234+{J0 DO NOT DISTURB EXISTING SOUTHS IDE/ROADS IDE SWALE x 10" AGRI DRAIN,~TANDARD GRATE GR-l0 OR APPROVED EOUAL TOP FLUSH WITH SURFACE 10" PVC TO 10" 10" ~ YARD DRAIN Eo-< '"' 0 oS 00 ~~ 'l:l 1;~ ~ == Q .S ~..... ~ - =~ == ~ ~ 2,2B+4.7 ~ is ~ ,97.3..8 2. 980 == ~ Q :.c c.;~ - ~t:O .= - i=O 's ~ ~~ -:- 970 rr.J ]~ -J '" ~O u ~ ... 960 00' ~ 00 950 1 0" PVCmSDR3S .50'7. TO YARD DRAIN DETAIL AT RIGHT 1_ ,_ ~__1133 1 PVC SDR 10'- @ 4.0 SEE 0 ~ L 10" NO ~ . 980 -01- ...,. ~ '" N V .M. ill + '" ,~, VPi 930 0.2,' 7. 970 oj u)' ~I :~I - ,'u u~rvP~~;;.~.2'6...n I<J J~~I 'El: ~ S6". ,,' , = ICURVE 'L EN '; " 00. '00' '-J ,K '; '7,.7'8' ' , , , '" "3IE.~,O',16 il . , 960 950 940 920 v "- : {j' : PROPOSED ct ELEVAJ ION, . .fE-XISTINO ct ElEVA'TION u~ L:u,U~!~:,:;i~' ~1~' ~i;' ~;~. ~~~- ~~~. ~:~- 216+50217+00217+50 STA, 216+50 TO STA, 230+00 CONSTRUCTION PLAN I 100 940 :>'ON 00 RlQN 00 t~ i2 ~ ~ ~~~ ~~ 'V ..c ~ ~ '5.!ff )( E"5 ;;: " ft ::; " c c o c: 5 ~ o '" ~ 930 920 ~I~ . ~~ J; OF 75 SHEET~ rl) ~1"0'" ." ~ ~',," .- \ <J) \ \, , ,..: ,,~.\OO --' "g. \ ~,,~ ,,', ,~ ~ 2A:~_'" /)<':::.~l'\\::;;d-"::'~:;~" ~':'r', ~, t ,', ~ " ,/ . <.~ ~~ .r,<, __., ,. '/,'" ) t ,.' ):s:jf?i.:.~":-' --- . C,s;::.< ..<'5-';> -" \ ,,,.1 * ,J' . ..;:;;a,'l A ,,--, --- I \"t. ,,~:::;/:_" . -- ~ " ' .....c,' 6030 f \~ ~J~"':">.r:J:J /," ~/< /' t-> i \ ;:::~:\ -5065 5067 ,~~~~;;-~~"/ 6029 \~ 506~-' \ ? A /p /' // /# /' \~ 6028 /.."~ ~/,,/ /' / ,,,.,."r/ %~ ..,!;j:'l.J..x .- 7014 &. 7015 ~'o /' "ij.ij , ~",.;;..':_P~ t. /,,;c, s" ",,;:;.'" , /.. J", J."{-- , ,~..;~ / ~6' 5.8 CY CLASS liV'RTpRAP 4/0 /;! 8.7 sa YO TYPE! I V " ..1/, ",I,,/ ';- , 5.8 CY CLASS IV RIPRAF ,GEOTEXTlLE FILTER-FABRIC " ......A:;. '{,">;'\ "j ,/ 8.7 SaYD TYPE IV ~ ..'1'9' "'"." / ;:;o::;""I"'"'~,,,,:EOT::m' C1CTEe "B;~'~ 1~~d;R~~;I::~~ '0::" /~. ..... T''x..~';:/ ;,- ;~:: o I l~ S) P ',14 '~;;;?~ ~\'; :,:;": ,. ':l",~ / ' y(f :;:..~"~' /' m;, ~I 5~:4n\ : 6025" !l(~ ~t >,,:: :' I, .........~, ,,-.~;j.::::. 6~7<< l' _____________________________________________ ~ r 1-.. './ ,_/ t ., ~. -=:s~ - 0 - Vi' b~~:; - '\ SlVliTATOtlJ(l'-4.:.ANE- . p:oo 231-+{)0 ,,-JO,~v _ ~y~:~nr~'C,~ + -' , _~- ,{ \ , '-6027 A , ~I----+--- ____1____+___-1___ '1",,4' " "~ -~ j r AI ~L'T ",~~~w,~,w'. . ~<o?"",",,,,,,,,,~ 1V'~;o;~ I\: :o:;o"~ ~ I ,-, A'," !, "'c"" C "':J ~ 6026 ---1 5r8 ~ ~.. " \ IL 062 ~ I ,'_ . ';;", ;,;,;~;;, ;~~d5i ZIO,:?~ }:il ~::r" ,"U, ";;~:" ~IT " ",;;'::: ,::::~;w, ~;i '; eo :g'~i:,;:i:; I ::", RED" IRED NOTES: 1. CONTRACTOR TO USE CONSTRUCTION METHODS THAT WILL ENSURE THE AVOIDANCE OF THE UNDERGROUND TELEPHONE CABLING. 2. THE CONTRACTOR S~A L USE CONSTRUCTION METHODS TO MINIMIZE THE 01 TURBANCES OUTSIDE EXISTING R/W OR PIE. I 3. CONSTRUCT BITUMI~D ON ALL GRAVEL AND 4. CONSTRUCT CoNCRE~E ON ALL CONCRETE [.R 5. SEE SHEET 4 FOR, T 6. ALL UNDER DRAIN IN RODENT GUARDS. 7. SEE SHEET 32 FOR S NITARY SEWER. STA. 233+40. 24' L T 6" PIPE DRAIN OUTLET AT STORM SEWER CATCH BASIN 5.8 CY CLASS IV RIPRAP --, 8.7 sa YO TYPE IV GEOTEXTILE FILTER FABRIC 235+75. 20' 6" PIPE ORAl SEWER CATCH T OUTLET AT STORM ASIN S DRIVEWAY APRONS. AS DETAILED. ITUMINoUS DRIVEWAYS. DRIVEWAY APRONS. AS DETAILED. VEWAYS. RM SEWER. ETS/OUTLETS SHALL HAVE 236+30. 22' 6" PIPE ORAl SEWER CATCH T OUTL T AT STORM ASIN (2) 21.7 CY CL IV 32.6 SaYD TYPE IV GEOTEXTILE FILTER - , ~)v 9ao 970 960 950 940 930 920 /tc, w v "- $2 e;; 0 u .- '" ":' v "- 0 ~ E ,g .~ ,N :.( :^ ~ on .0. tn ..~ ~ , :~. ~ II uJ -< U .t-.o... Vl > I,,: ill "' <n i, ~. ,-<, >- :;:; g; ~: 0:;:"1'" NW' c'w' ~~.~~- ~ II~ ~ 11- N ,,:i... ..J' <t.u.<tQ.... ~g,:_ ~-l U ,n. n. >, Vc 0' VP r EL '96']. '00' CURVE' LEN' =' 155'.( K' =' 34" E 'a, '- .077. w z ~. .... ..~. .'~~;,.."".; '_~5 ,~,~467.' . ~...;." .-' i5 ~ .. '~"';ci"""'" ~ '';' , ~ -~. . -.... -G.G87. '\ -~- m . +- ,..... .~. ~. n 11 << - 1-- .:..l Vl UJ ..... ,:. g; g; y~-: \ JI << II "'..J' :~~ I :STA=~ 5+23.07 " I EL = 90' 64 CIIRVE - 180.00 'K='33.49 .. E=:1.:21. u _u. n. 0- > ->. .rt PROF L E . if Donc',,'c . ... . .. ....... . rt E LE' AI I:ON IE'XI'S INO rt El EVAll'ON . Jl: ' '", .~:;. . :;;;~ : 'c; '{}: : : i;,~. , -6 5;, : g ~ :~~ : ~.;;,. :~g : ~~, . '0 ' . ~!~! . '", ' , : ~~, . ;;~. : ~;;;. : Zci.~. . ';::;0:; . ill~' , ;:0;;:. . ;;,:~. . : ~,~: .,..: .. . .~? . '~cn '" <n ' . '~.~: ' ~~. : ~~: :~~ : ~'~ . .~ ' , '..: : ~:~ : ~~: : : ~:~: : ~~: : ~~: '<D:~ . ~.~. , ~~. . "';~. , ~~. , .~ ' a; . ~~. . ~~. , ~'a; 230+00 230+50 231+00 231+50 232+00 232+50 233+00 233+50 234 +00 234+50 235 +00 235+50 236+00 236+50 237+00 237+50 238+00 238+50 239 +00 CONSTRUC ION SLOPE Tl IN ::::-- liP I, S.T A, "'. :O! VPl EL =956,25 ~URVE, LV 3.30.0.0 K, 1,00' E, '" 1..3.6 2",- : ~~, . Z',:;:. ;..:: ;..:' 'ro~ ~.~' : ~~. '~.~' 239+50 240+00 240+50 SAP, 216-101-03 . "---'I ImJ - 1\ : .~ :;; . .~ '~ . .; ~ "II w : :~ ~ ,~ . .. ,,21:"; ~ ~.-=-~-. "' .<n. .~- . +, N "1I- -< .>-, Vl 'u' .>. I _ I o 50 100 I ~ ~ . V ~~ .. ~ ~ ~ ~ ~ 0 ~ ~ ~ ~ ~ ~~ ~ u ~* _ r > ~ . . ~ ~~::i li!z3 reQ. ~ ~~~ '\ ~ ~~~ , w ~~~~, z ~~~~ ...:: 0 ~ ill! ~ ~ " r ..; i~e~ N ~ 0 , :~~~ ~ > 0 ~~~: , 0 ~ ~g;~ 0 ~~;2 c ~;Jl~~ < E-- "" 0 oS rJ:i ..::c ~ "C "" ~ ~ = 0 0 .S ~ ~ ..... .... .... ~ = ~ = 9ao ~ == co: ~ :c = 0 ~ .... co: t: 0 -= -= .... =0 ..... ~ S ~ g:~ 970 I:I:l '';'' ]~ ~;::; ~ 0 .< = . >-' 960 Vl rJ:i ~ -' ~ 950 :::> :>'ON 88 940 roON ;0"''' ~~ Th.s~ ~~ xOSz "ffiU>:::!; ~~ 'l:: .Iff 0 ~ E (5 930 '" a. ::;; .. .. c: c: 0 c: on :E 0 0 u:> 920 ~ ~I' ~~ j : ;;:;;: : ~ g;: . . ;g;:>. . 'r-- .;;1 . ~~. . in:;1' : ~'~ : ~~. . : ~~. :i~ . ~~. . ~'~: 241+00 241+50 242+00 242+50 243+00 243+50 STA. 230+00 TO STA. 243+50 CONSTRUCTION PLAN SHEET 27 OF 75 SHEETS 5069j1 ""f]r~':';~;;; Y "",'x';,,,,,,1 ,:,033,} i i';, i ~;~~';" i Si;:;'~~: ...".Ql'i C i ',,x)d . ,,,, '. ; """j : . \,..."......'. i ~;'!, I;;' "'F.''''! i .",' f.'l;\'i'~'- 'in"t:)\>.n "~ ';'. : l.~; \; '~'.<7'! ! i!1 .~.^" "". , : ' : "".'.<51'+00' .... '.... .,~;;' , , " . · :: _ ' ~;~. .~~ ,'1 ~~,J.. ~i ~ + .".,,":,~~;;~". ! ii, ,,"'" , """ ' . / ,.. \ '\ 'T ~_ ~.--- 0' .... ;;;=-5'~,-" ," .. "'r'~.: i" - - ~,.. t;;.L~' , -_--.--.:I-~~'~ v 'AQ.1..2. '".' / ~ '-r '.. --:"' I - ~ ~ - - OJ " _"" jV - /..;.--.;: :'f, ; ~,." --,:00 "-""",:~,.., "1 _ W/d/;[~"VL,~ ~.f ,,}..;.>......J~ ..reO ___,:\~. ~_~~~....:- !?I';!Ju/:<~')1,JI,1J,>':(Y' 5 68 ""---~~f\....) I-._J'JI" __..__"'-'"""~",,., / ,');',,~ o 2:J':8:, ';:/'ltll own pc...". A ,})o.,-^~,;'J ~ 2l\1\_ -- _ _-~ .,ul 2'v~:' ";,'~) ~{\l""" H<..(.~j 1/ ',~C."i- __...~.' i '-'>;;~~'"".>,. "'__. ~"'?'_' "". ., (;;1~,;: .;' ..':::'663 U'l/G03 f.JJ--,,.. \~ ---. - ~ {, . ~ ;Ft. I\J ,I :"YI(,,,. f' ~~" -"",,", ..-..... SS'i:o ~1.1'l ,~ ..)'7-" !fICA,_.__ ( :..~, ~", L~ --\-'_-:-"'~"~'.?<" ,'--" c. f,r'l'.d,~' 5.8 CY CLASS IV R ~ iH 4'/' ---<~_~'::::::;::. --{-.._a.',_",~"" , ".'s. ..../ ~ ',i. .~, v,~ ,-' y. --",~A~~::> --, .' '~"';;'- ~ ','" " J ~t GRADE TO ORAl N@0.731.8. 7 sa YO TYPE I V ;::' 1\,"<,:, ::''''j '. --, -t. j . .......... _ ""'., .,l /1" ......~;)oC' f"" .4'--"" .----c::::--1:-j--- '~ 603_{ SOD ALL DISTURBEO AREAS !::: "^''''Y,.. "__i"',' ,,_......'0..,......... P / i;r!- 2~1-;-":'~ 24~~.__-. """ o----=-:::-.:::-';,~ ,.{,~,'.",. 4011 GEOTEXTILEFILTERFBRIC 1: 'C''''"b<>e' '...."i;-{j,:J.~..' 'S6~O"''''/'- I&, Vl --- --1--'- ".'\.~ 4..;"""'-'~""OJ( \\ '. ': .-'.'...... ~ i....... : y:- - - ~~~"'" . .-' .~-_... (:.:.; ~ ~ ~, ...<ljJr.-"'- \' \ ' <'.' t) ..~ .. """'" , A.. W 1- ,...........---;- .. \; "."'. . \,,^ ...... . ..... ,..... '" Z;P""? V> "W rr,,,-J ."""'.-,c:;-....,' ",.! .' CONCRETE CURB \..11'\'" '. STA. 251 4.20' LT ''-'';7$ 4 ~,"'<.;.,~. '."" ". :;,./ '" :::;;0. ""'-r&--,~-/L='''--''- i AND GUTTER r.r-! 6"PIPE RAIN OUTLET AT STORM '/0,,;,: '~'~"'" '......<S;>:"". . ,,/ j <.J' \C/)i\ T .......-~ '-y/::- iJ ._TD'FE~~;"";'; ~ ,11'\~! SEWER C CH BAS IN... "'eq.. ",z, ............ /,.~' .......A. <P ~ -< l1 ".. '"""", ;::v ""I '">If'""... \: i\ -,.." STA 1+30. 22' R1'.. ") ...... ~ ~ -:>;;;;gpc -~ . ~ .J;"" f.' '( 1 'C:J \. .,...", .: ".. ." "r,/;"'ifI"" KO)d \ j '?J~ \,.. 6" PI E ORAIN OUTLEf'wn:.H , " ICON TRUCTIGN..,,, G '''''''-' '-'% /' PREC ST CONCRETE HEADWALL"J j"i!i "0 <~tl~' ,W;;;:,~ ,;;, ' \ i'i\ \ ~o'~f~;:~;::E ':"~Si ,i::;:;~E:g"~E :::::ii,::::o . ~ RR NJ1HORI"f'I / ~ TELEPHONE CABL] NG. IaNI"' THE CONTRACTOR SHALL USE C NSTRUCT ION METHODS ""'" R~G TO MINIMIZE THE OISTURBAN ES OUTSIDE EXISTING OuN" RIW OR PIE. N C CONSTRUCT B I TUMI NOUS DR [ EWAY APRONS. AS DETA I LED. u.-:NN~pl ON ALL GRAVEL AND BITUM NOUS DRIVEWAYS. rl~ CONSTRUCT CONCRETE DRI EWAY APRONS. AS DETAILED, ON ALL CONCRETE DRIVE AYS. SEE SHEET 4 FOR STOR SEWER. ALL UNDER DRAIN INLE S/OUTLETS SHALL HAVE RODENT GUAROS. SEE SHEET 32 FOR SANITARY SEWER. 28' BITUMINOUS ROADWAY CONSTRUC T I ON ~ 5 OPE HE'''''lli,,,,, ,;; / !ot/i "'. 6034 / 2.5;'(.;; I "~" sr-AI ~ 9ao ~.~ :; :. ~ f:: ..J 11 W' ~ i~( ~~.~~. . ~o::12 ~ "+/'" ui It-If -II . N ..J'~' . IlP_uj. .~~c:';. ~ .0, '" '" on -0. r<1 :;:1 ~ ' :~. ~ II w , 'VI 'STA'= '2~;'6+2Z. 1'9 . 'VI 'EL'" 97 03' , . 'CIIRVE U:N '= ;100.'00 , LV. bJ 'E '= '0:61' . on. N OJ l"'. II ..J " W . 'V'I'STA' '2,3+73,73' . 'V'I'EC =9794'" L iVo cCO' 'uu.uu 'K ='135:33 'E -'0:09 . O'.f ~7; << ... .1-. [L '" > ~r~ VP] ,TA" 24~-t 0: 2a ~::~, ;L = 910. . cun, LEN" \0 00' K~ 3'1.20' E '10' '. -~. to.. :\ 1. B7. 970 VD CT ? ,'?Q< ,VPI EL " 969. i1 , .CUR .LEN .= .4 10 .K ,"~37.29 . ~ .E "0.76 . ~ --:::::::::: .~ . . . 'f fiG ct PRO .~. >- ll. > U ll. > "" >- ~' '. Vl ~.~"'" Z . 0;00~. 0.67 : \ \: ,. :\ VI ~~A = - 9~:i256 :::': '" ':; ...J 09 . ~ '" .n . ~ '" VI 'U'N' " .~. :~: ~: .~~ .N. U CI RV = I 00 : ~ '.;:: . ~ "" ... ';:' ::' ,+. 0 ~ 'K = 59.58' ;;.~ CD .;.. '" "" ... 1.Cl. ,_ - 0.21 . :G, N.... 'I;' :;; . '" .~_ en _ '" 11-11 '" << II lLE _ n. II -~. )' : ~~:~~ IJ ..J << << .... . ..J '...' :.., . "'. w , ~l->.ll. '" W '" W t' 6: . :;- ~ . " " II . g;. g; . > > .- 960 on. '" . VP STA_ ~ . VP EL, =. 969 92 . . N . CUlVE LEN" 00 00. eD cO " .< 7? "" '+ ~ on m" E 0.08. 0 . '" ~~: ~ '" ' N II IJ' II. II. << ..J ';: t;;~. .... w '" u .Q. ~.g;: ll. > I -,-EXISJ N .~. ~ .~. ~ '" .11. il .~- ~ w ;Z 950 ....J ';'i :~ .1-. l-:- ll. ll. .>- > 940 930 . , . . . , 920 ....... i ELElAJ I:ON 0 rEX1S INO ct ElEVAHON : ~!l : ;;;.~. : ~ "': : : ~.::-' . '<.0 ' . 'OJ .,.,:" .~ ."". . vs;;::;. 'm", : ~~. : oe.~' : ~~, : : ~.~, : ~'~: :~~ ",:en 243+50 244+00 244+50 2 4 5 +00 245+50 2 4 6 +DO : . : ~;~. . ~.~. : ~~. : :;::.~ :~;: . '" v. . 'N : ;::~ ~:g. ~';!: : . :2.~ : ~~: : 8:(11, ' 'r-- . j;" .;::~. : ~:o. : ~:>.;: : : ~~. : ~.;;;. . . O:u:. : ~:;;. . ,...: ",' . iD~' . '" ' O'-.~. . ,~ ;-c;;~ . m.", . ~.~. . .~~: : ~ ~ : ~.~ ~.~, . ~~. . ~.~ 'ot ~.g ~~: : . ~.~. .?? ' '. ',.: . . . .~~. . ~.~. : 1;;'~' : ~.~. : : ~.~. ' ;i." . '0.~. : {;;~: .~'" '1;; . 1;;;;;' , ;= ~~- i-,~. . 1;;;;; . "':;; , .~ . en en;m (TI:Q') en . en", 246+50 247+D0 247+50 248+D0 248+50 249+D0 249+50 250+D0 250+50 251+00 251+50 252+00 252+50 253+00 253+50 254+00 254+50 255+00 255+50 256+00 256+50 257+00 SAP. 216-101-03 1- o I !~ I", I 50 100 % . ~~ .0 ~ ~ ~~ 0 z ~ ~o .0 ~ ~... 00 ~t=- ~ u :~ - ~ . . ~ ~ 00 ~~ ~2 ~o ~ 0;;; ~ ;i~ ~ w ~ ~* "~ ~~ f~ z fl.!!; 0 ~ ~: ~ ! ~ " ,,> ~ " i! w !~ N 0 0 "- ~ ,m > 0 E~ < .. 0 ~ 0 u~ ~~ ~~ 0 ~~ < f-< "'" 0 oS r.r.:, ~~ "C ;~ ~ = Q .S ~..... ~ .... i:~ = ~ ~ :5 ~ 9aO :E = ~ Q u~ - ~t:O -= - ~=O 'S ~ ~~ 970 "-' ]~ ~O 960 = r.r.:, 950 940 930 920 >-0 ~ 0 0 nlQN 00 ?;:MV :y~ P:g ~ ~ ~ ~cni ~~ ~ i ~ .. Q. ::;; ill c: 2 ~ ~ o '" ::;: ~I~ ~~ l STA. 243+50 TO STA 257+00 CONSTRUCTION PLAN SHEET 28 OF 75 SHEETS NOTES: 1. ADVANCE WARNING SIGNS SHALL BE POSTED 150 FEET FROM THE CONSTRUCTION AREA IN BOTH DIRECTIONS ALONG THE EXISTING TRAIL. THE SIGNS SHALL PROVIDE NOTICE OF CONSTRUCTION AND CONSTRUCTION EOUIPMENT AHEAD. 2. TRAIL CLOSURES SHALL ~E LJ ITED TO MONDAYS. TU SDAYS. AND OR WEDNES AYS DURING NORMAL WORK NG Ho~RS 0 LY. NO TRAIL CLoS E WILL BE PERMITTED N THURSDAYS. FRID SATURpAYS. OR SUNDAYS. 3. PIPE TRENCHES. S ALES ~ND 0 HER DISTURBED REAS SHALL BE PROTEC ED FROM INTRUSION BY UNAUTH RIZED\PERS NS DURING NO WORKING HOURS. UNTI SUCH AREAS HAVE BEEN S TAl L I ZED~ ......,., 4. SOD ALL DISTURBED AREAS \TO)..AB'IC]Z~.:\ ~~~ % \ ~\ C'" 'l' 0-0'K.f- _.......~\ ;. \ \....,. ~,,~,~ I~~~ ~ Q \; ill \ ~ <v ~V y \...-.<~\~ % II" \ "~.J~ ~"f \; . -' \\" \ <v ~V 0' \ \: ill ~\ / q; \<; r~ - r".--''''-!J o '''',0'' \' '/);,,, ~Vtl I 0'1"'. -' I / \l ~\f~ !~.:: \~~:i2i ~-I c .~_~ ~ ~"'''''-'-''-':!f8I+00.''.'LL _ _ _ 0.. _.. _ _ _2~~~ :1-;---+- ~. --;Z;X' '.'~ ...,- ~,~'__"~;~~ 7" LJ\ -1:" -~~ ..' i\ '''401~~j ~ ff \ '.'" L6636' '\~. i ~\ 5071~~!i~ .....2.8:" ITUMINO'lS- 5070 Q.{, i! . .,;",II5'''RUADW Y . d \ ." ..:/.".,. \ :",\0' . ; (h'O;Y' R'Xl "i';f /IJ: ~ /~ f Cd STA. 258+64. 23' LT 6" PIPE DRAIN OUTLET WIPRECAST CoNC. HEADWALL (AT EXISTING PIPE) STA. 259+46. 26' LT 6" PIPE DRAIN OUTLET WI PRECAST CoNC. HEADWALL (AT EXISTING PIPE) STA. 259+26. 21' RT CONNECT 6" PIPE DRAIN TO EXISTING CATCH BASIN "..-'"'' ---- - CONSTtRUCTI ON SLOPE) TIE IN __ - _~'-~\'~ 26\+{)0 _ t _ +- _ ~~;~ _ f- _ 26~~0 - - -+:-- - t:f _ ,"'.,~, f~~ l.:....l.Ll~;::... ~:\ '. 6037~ r r \"Yo"\ \ !,; 1'".".i;1,,;'!"""'~' "8': I '101~ ,i~ L-C NSTRi!i TION \ ,,_'\ \..'(lC ,<,.,,, f.rJ<'< SL PE TIE IN <~! fh~'"'''' \ }':i~/IJ 1 \,.....~ Q - -< o a::. ~ ill a::. ::> ill . 1000 990 . :g. ~ . a.; C ~ cr : ~ II , JI .;; . ~. ~ ~ ,0 ": -t<)o to .N. 1,0 + '" '" -\.0" [I '.~'. ..Cd..' 980 :~ ,N U Q. > ;: ~ In 970 << l- V) 007, .:u~ . .. "Z .............. :-,." Q. ..J 950 --' :~ 940 C j, it ELEI AT I:ON INO ct EI'E ION . ~: J, . u: i:;;' . ;....~: en'''' 257 +DO . ~:;;, . ~.~. 257+50 . ~9 . .~ =- . . '(i;~' 258+50 . ~:; . *~ 259+50 . ~':g. . ;:;;.~. cr>'" 260+00 . ~~. .,.; .. . ~.~. 260+50 ;::8 ~.~. 259+00 , ""~. , . 'ai .. . . ~.~. . 258+00 HO'~(.~ ;:,;<!RO L............ .,eS 8~: : ~.~ . 261 +00 . ~g;, . ~.~ 262+00 . ;;.~. . . ~.~ . 262+50 . ~~. . . ~~. . 261 +50 jut< ~....-. _._._~;jcy,.~~ rw(!d pl'1 vt; .- ~?5j\O Sf!) \ , r- '4,..015....' V 25110 (" ~'*' k:\ \ ;; \ \ './ ,!J ~.> \ \ .J ;;: ..j \ .d!.t - 26~+OO _ ~ +- _ _2~2t?~ _ t-{~ _ ~:o,~u_ " _ -+ _ _ _ <b:J_~ _ _ _ f- _ 270;00 r, g:: - . . ~ . -l Y i " . l"..lt W ' -= 'V " r-f T-V::; C: ; i .. ' ! t'.- I - '. h. 'N I- - ," ,~k<;" r ",,--, ,)1 ,;,','-A i ~ NOTES: 1. CONTRACTOR TO USE CONSTRUCTION METHODS THAT WILL ENSURE THE AVOIDANCE OF THE UNDERGROUND TELEPHONE CABL I NG. \ ...... 2. THE CONTRACTOR SHALL \SCCtft;j,sTRUCTJ ON ME'Tii'ODS TO MINIMIZE THE D I STUP ~ANCESj OUTS I OE X I STING RIW OR PIE; ........m 3. CONSTRUCT BITUMINOUS [ IVEw~r'APR~S. S DETAILED. ON ALl....GRAVEL AND BITU~INOU$ DRIVEWAYS 4. CONSTRUCT CONCRETE DRI EWAY IAPRONSi AS DETAILED. ON ALL CONCRETE OR I VEW YS. L......m..m...J 5. EE SHEET 4 FOR STORM EWER. 6. LL UNDER DRAIN INLETS OUTLETS SHALL HA E RODENT GUARDS. 7. S\E SHEET 32 FOR SANITA Y SEWER. ~rd'()~o!:"~ HoJ(l 2:;-1.::0 Sf(: rwc,() 25]80 ! ;..~ _.....:;; y."" i :.",_ ,00 c..\ 0 Jot , '.", 264+{)0 265+{)0 1- . . r - - + - - ~ - .. t';. -I. (; .1=f V' (i (.d. c\ . :~J" 'f'-' 6038 2,,4(1'; "" ,.,,0;1' fW"d i..........} Ii \ . . . 'YP I 'EL' 989.4,7. 'CURVE -LE N ,= '16{),{)( 'K' '3:!. 'E' . '0,,91 ~ti , :2 II. . N ..J II w << u >- a.. In > U Q. > .101. ~J \ ,~:. \ .N g:: .,. i ~. \. · · :;:,:;: l\' > > . E'X I S . .;;;8 . ~.~. 263+00 : ~:;;: : : ~.~. : 264+50 . ~'C:>: . , .~'~ . , ~.~ ' 265+50 . ~.~' . . ~.~. . 263+50 ~'~' , *~ : : ;::;~. . ~c; . . ~.~. . 266+00 , 8~. . ~.~ 265+00 264+00 ill > R Q Q o ~ ~ Q ~ 2:,:';)55t'Pi N 0 "' N N '" ~ ~ Ln' f ~ .~..._....l..O. II ~ d JI ~ J1 ~ ~~: ... ......1:-:-.. Q. > 1,461, VPI :TA = . vpi :L' = 992:6 . tURv LEN ~ io 60 . K ~ 303 24 . E = 04 VP~ ST = 166+49 52 VPJ EL =.991,75 CURVE cEN = 100. )0 K = 28 ,00. '^ ~"PROF (L I'NC ct PIIOF IU . ~.:;;. . .~ .. . ~.~. 266+50 . ;;;~ . . c; , . . ~.~. . 267 +00 · ~;;;. . . ~~. : 267+50 SAP, 216-101-03 1,1O\<.'f1 N '^ n '" '" " -' w >-' n g; f{O,J(! f{ciJ<' . c ...; , ;. "' , ~ I ~ - ~ ~ -II uJ .., <J >- n. 1./) :> ,yp STA = co~+&7 H, . YP EL ,= 395 ,44 . . . GUf!YE dN = 00,00' E f. 7~' :i' "C ~ ::g: :; ~ ~ .~' .~ II -II" _Il ~ -d- .~ ..J (~: :~ ; . ~~' ,~~., : ~~. : ~.~. : 268+00 268+50 ) , .J. '9~ . ..""..~~ ;:. .Vl '''0 . . . ~ . ,r. 5T/<... _ . VP. EL. =.' --', . CU:Y~/;~ G . = j).21. ~ 0,63 . '-4 . ~ ~. ~~'~ . . .----~ : : . : .; .----- , VP 5TA" 251+69;58 . YP EL'='961 12 . , , CL ,VE LEN " 160. 1'\ 215: 99 '" N en '" '" .,. '" ~ ... '" - ~ II- .:.J " W <<>- ~~ ,.. n. In > _ ~~'001' ~ ~. ..,.,,~ ~'::;; ~~.. ~~. " :,,' II V, ;:;: ". 6' > '" v ::: '" ;1 ~I~ II I,"', II << >- ..J VI -w- ~ .~. . : ~~: : : ~~: . 269+00 , '"" ',..:~ . ~;~ . iJ,'~' 269+50 ::::0 .~s:> . . ~:~. . 270+00 ~- o ....,...... .......mm. - / w z .L/:; 1 ;'G l,.. l:i I ~: ;2. N. , . ~:g: . '~m' . , ~~. . 270+50 I 50 100 I ~ , /0 I~ N . .~ o~ ~D ~ ~ !! c ~ a ~ 0 ;;;..., 0 Cl ~~~ ~ ~ :~ P << 00 fu~ :~ ~~ E~ ~~~ 1St) 0< Z ~~ ~ ~ ~ ~ ~; ~ ~ - " ii I f i ~ ~~ ~ ~~ Q ~ "' m 0: 1000 ~ Eo-< ",,0 c.Soo ..:;C~ 'C t;~ ~ .~ ~ .... ~~=~ =:5 = or-. ~:cil~ :=eo:~o -'!i=0 's ~ ~~ ~ :g~ eo: 0 =r: 00 990 980 970 >00 N 0 0 maN 00 ~~ :2 ~ ~ ~~~ ~~ ~ _/!J ~ ~ 8. u. ::; :g c Ii ~ :E o ill :;: 950 940 ~I~' ...~~ f': ~, 'll STA. 257+00 TO STA 270+50 CONSTRUCTION PLAN SHEET 29 OF 75 SHEETS NOTES: JH 1. CONTRACTOR TO USE CONSTRUCT I METHODS THAT WILL ENSURE THE AVOIDANCE OF HE UNDERGROUND TELEPHONE CABLING. 2. THE CoNTRACToRe ~;;:'LL U~L "u"ST UCTIDN METHODS TO MINIMIZE THE/DISTURBANCES 0 TSIDE EXISTlNG R/W OR PIE. 3. CONSTRUCT BITUMINOUS DRIVEWAY A RDNS. AS DETAILED. ON ALL GRAVEL AND BITUMINOUS DRI EWAYS. 4. CONSTRUCT CONCRETE DRIVEWAY APRo S. AS DETAIL ON ALL CONCRETE DRIVEWAYS. 5. SEE SHEET 4 FOR STORM SEWER. 6. ALL UNDER DRAIN"TNLETS/oUTLETS SHA L HAVE RODENT GUARDS. 7. SEE SHEET 32 FOR SANITARY SEWER. , I~~NSTRUCTIO~ w,d I SL~,fzs:: ifdE"'i'N ~ I . \'"'\ ::: };IE ,j , " "". N"'\~1F ~ ,~, \ ~~- 271 +00 -+- -/7~ - .-/../.:;/\- 6~.:(:,i ~ ::'S23!j 9':1' :.. a.... 272+00 -I w, Z,tt? -- I" ..J - ~I: ~I I ~',"\\ 1"J .-.... -..-.....'.-..-, , , STA. 274+67. 19' LT UNDER DRAIN OUTLET 8n PRECAST CONCRETE ENDWALL WITH RODENT GUARD INV = 982.70 . . '" '" : N ~ ~ " w ..:. '",,' r-- -r--" :+: .g::. N t- .Il. N 'j " w ,.., :~ :" ':"' .'" 5. l- n. > u a. > << U I-- .n..... '" > <( ... .......'1-'-'-. I/"l I.Ll Z ,", . . . -,' . ..J .~ .~ - - rt ELE"AJ I:DN INO ct :LEV, I.ON ---, -F.yr., I 4l : ~ g;: : : ;~. . 271+50 : ~.~. : ~.~. 272+00 ~ ~. ",in 270+50 ~:;; ; ;: 271+00 \' /"e,'''i ~;;;. ~ ~: 272+50 \~ :;; \q. .,.,..-,r;l'if! (,(.f; ~ 2!,1l(>1.: sm~ "., - ,,"f:~ p- /.:V<. \"~\v;... .,,, " \ f /:::: .J>' ..-- ". ;; , \ ..-:::=".-7":':0 . -<l \' ....::::f-... ,.., , , ,.,..' ''l.Ii,kQ: ..-- ...~,..--" <P __.-' ,._," _,.....\ \ ('f;v-('~ ,~:::..,.,"~'-" ..A'" '/"'-"'~'.Jr_:,:f'~.!; ~ ~ \5.8 C~\ CLA S IV Rl,;;:~'" \ ill VR~MoVE A~D REPLACE ~~ii~..--. ."..... -." ".~~F! \0 ~ ~(&T~~~~ L~ P~ L ~~R VBR I C " ,,5~72 -, \ ~"[C""""'" /c t:1~;~;::>' .;:;!Jir- "" " .oM'" \ ROO'" ~ "",Ii ~~r:~:~O~~~~:BED A ES ",., ~" 4020 I"~'; ',"" LO~"~A ..~~ ",'0" ~~~~~R~~~I~~ " . I'Y '.':[55 Fa"'''' .r " tJ) \/,....'i60-\"O<:..- . ..-- ..; ;,,,.," \ <.; \ ! ::: . S"l2(} <,rDr' LtJl" .~. '_'._" v.t "~:,;;'... ;'; ~\# , , I ~ ,."."d ~~iL!--::,,,';,,,,, ....... _____ _..--- )-:~'~L~ C 'r~. 7; -<c" ('"']1\ \ {~~40""",^"" .J ,// ,.:~___..~"-o....-- " . - --1- - - - -;0 _ -3.. _/-. --.......;,.,~,......\ '0>~7 ~" -~;:,! tJ2 ^'r _ __':.'~? -- .:~~..-- II - --- ;,."",,0'<' ,;cod _ ,_\_ 2: ...,~. ..--.1 .t' -+- -, '~~~+OO ,~/;:"u _ __ -I-' ;;,., '\"'~ '\" <:, 4021 ?"'tC, ~- - 1~. '1 }_~ :~4.~~b~~ ~-+~ ~+--"!c.~~ ',:OD:;'"'~~("'" o . b~:11-;.J- 604~J '. /. :l5()1O CD:STRUCTIDN ;j SLOPE TIE IN j 25180 --f--. 28' B TUMINDUS- ROADWAY STA. 274+71. 19' RT UNDER DRAIN OUTLET 8" PRECAST CONCRETE ENDWALL WITH RODENT GUARD INV = 982.70 NOTE: UNDER DRAIN ALONG NORTH SIDE TO OUTLET ON SOUTH SIDE AT THE EXISTING RC ARCH PIPE @ STA, 274+69 (SEE DET Al Ll v N o j:~ . '" 'N if .11 W << a. -1-- .:J '" n. 'j ": ~ ,.:. '" '+ .~. "- r.:.. -II' '" 'd' .~ ':i~ .~ ~~ ~ " ." ~, ~ ~, '!l :~ ,.: .,; . ! .m . ~ " II .;:;j . ;:: .:;: VP 1 TA '" ~78+ll8 .26 VPl ~ Q.7.' lVI LEN", to( 00. . K"7 2.07 . . e '" ~ iL '" > l- Ii. :,. 'U' n. .>. .... n. > . . -u, 7. 1_ 3B1 -\ '\ .. .... .. . .. .VP.I,S1A. 2.45. . . .VP'j,EL..987..HB. . CliP' eN ,2~ r.n \ V::' n \. \: .t;.)(" 7\ . ;-. ~ . VP ~~ ~= '983. 8 . CUI ve L'EN" 00.00' K r68, 88 . E r. 85 . : ~ ~!~ : .~~~~: II: 11 :11.<: <<. I- : ~Fi~:;J: . go~!?;3:. ., PROF lL ING.<t F 'lOFILE' .~. "- '" ."'. " . . -' 'w' u n. > . . . : ~~. . '<.0 <6' . . :;:; g;' 273+00 ~ ~. ~ ~. ij;", 275+50 ~;:;. ~ ~. 281 +00 :~2 : ~,~. 273+50 ~ ~. ~ ~. 275+00 . ~~. . ;g~. ij;", 277+00 . ~.~: . ~'~: 277+50 . ~~. : ~~. : : ~~: : ~~. : 278+50 279+00 ~:;;. ~:g. ~~. ~~. 274+00 274+50 ~~. : ~~. : 275+00 : ~.~. : ~,~. 279+50 . ~~. : . 8:;; . ;.~ . . ~; 280+00 280+50 . .';:.~. . .~ .. .~~ 275+50 . ~~. :~~ 278+00 SAP. 216-101-03 GRADE TORAIN 117' @ 1.0% SOD ALL ISTURBED ARES I.J- o - \ STA. 283+89. 15' LT 6" IPE DRAIN INLET WITH PRE AST CONCRETE HEADWALL . . . VP.I sr A C' '83+83,49 g VP.I EL. =. 9 ';. :U~V~5~;~ C' 220.00. '~ ~ ,." . :'" 2.13"/. _ ~ ..i . m. ;'; ~ i N .~. .n ... ~ .t. a .~. ~. " << .:n. t;j u U . n.. 0.... > > ~ '" a. :r: ~~. ~;;;.. ;;;~: : ~ ~. ~ ~: : ~~. . 281 +50 282+00 282+50 : ~~. : ~.~. 283+00 . ~~. . ...;, . ~~. 283+50 ,....~. . * ~: 284+00 50 )I I 100 I~ ~ g ti~ .0 = ~ ~ D ~ 5 ~ 0 ;;; "":I 00 z~~ ;: ~ : ~ .. ~ ~ 00 e,~ ~z ~Q o. U ;.\~ Sg ~ z h @, 0 ~ 11 ~~~~ CA ; ~o; E~ 0 0 u. fu~ ~ ~~ ~; 0 ~ ~ "' ~ ~ 1000 < E-< ...0 cSoo ..';C~ '= l;~ ~ o~ ~ .... ~~-::~ = == ; ~ g:.c~~ ~.at:o Os ~ E. ~ v.J c.. " :g~ eo: 0 ~ 00 990 980 970 >-ON "ON ~;rg 5:'5 z 1iicn~ "5 .~ E (5 " c. :; ::l <: E ~ ~ o '" :; 88 ~~ H ~~ ~ 950 940 ~I~ ~~ ! STA. 270+50 TO STA. 284+00 CONSTRUCTION PLAN SHEET 30 OF 75 SHEETS NOTES: 1. CONTRACTOR TO USE CONSTRUCTION METHODS THAT WILL ENSURE THE AVOIDANCE OF THE UNDERGROUND TELEPHONE CABLING. 2. THE CONTRACTOR SHALL ~ CONSTRUCTION METHODS TO MINIMIZE THE DISTUR ANCES OUTSIDE EXISTING R/W OR PIE. 3. CONSTRUCT BITUMINOUS 0 IVEWAY APRONS. AS DETAIL D. ON ALL GRAVEL AND BiT INDUS DRIVEWAYS. 4. CONSTRUCT CONCRETE DR VEWAY APRONS. AS DETAILEp. ON ALL CONCRETE DRIVE AYS. 5. SEE SHEET 4 FOR STORM SEWER. 6. ALL UNDER DRAIN INLETS/OUTLETS SHALL HAVE RODENT GUARDS. 7. SEE SHEET 32 FOR SANITARY SEWER. 1- o 50 , 'oA 1 ~i5 j---___ I:J~ J o- f .., f:;Vl f;1.O 1 { 1 <l? (n I 0.-" I d I I I :J.~ I' ;t 1 { 1 g~ ~ { { { -+:0 ------ ~ ~ IJ'; / / / :8.mmi I Q:: 1 1 { "I !,OI\.- mm.. I/.mm-..L!......_ 1 1 1 A 2.4450 Sm;: I ~ , . 1 1 1 ITl9r I con L . thtown R 24~('..~~ eo t on p , OOd ;:t i.m.."'!' " qSt No 259 . I f!i SPlffh,,,,,,,, JiQ"i"#,,J_j: 1 "'1BBO~OSED FUTURE 8QAD I~;\r:li III '7~~~;;R~~;]: '" "" ""'""~ _ "<6" f" "e." 0, '''.''.~ I >"'~ .,w" 6;::~'w ",L,=" " .=""" ,'; ;''''. '"':~ "6":~ ; ":d"I:! '" b'~,~; ;~; >r:~~;d' : ~J';,-t _ 6045-',,,L~:,::".m=m~_.:'~m~;~:.=}' ~r:.'''' 604~~, ,?\ ~ {ft'} rj ,;';', () ',,) /"'\I\~," ~R/ ~i~_. () ;;~;\{\ ,,ii'): 1 \\ ~ ii 1\/ \.4'~"", \"'" ,ii,,:' LD'!J, "'_~ "!'l:j" '"~~ " ~ tO~==~ -'=.= -e 285b,+o~~r _...J _ f- -.- ~tl+ffi.U _ _ _1_ _ ~.L~~IT~',~ _ _ +- _ _ .L~T_uT. _. -l.,L ~';'__ ,+ _ "I'~=:::: +, ,~1+ ","_, _" _! ."1;'"" _, ~,_ ,'Cl',ffi,,-, _ "~' ",,"';'"" _, +",), 'l,\ffiO ,~, _/",~ - rJ ' _, -'''"'0, _,2 :::;1='--*'- "":- ~.l=i~"-t, --=-r:"'~:,)p. ",_C"_ \ j' -~ . -P-.,,~~~'-" '- &-^'-_' &- - . - --'t--{~:'~- -~,c_c, -, T - - _~~rc - -'.-1- .. -~:,..,~- --L.=I=- ~II i! rr)t' Im"_ },,;.;. ,,& 'iil \%\ \c,-v-~ \ t\"''\ ~ ~ ,/ .u,;:; I CONSTRUCTlONJ 215'5 S!0~'~::~ ~STA' 296+30'52~'~ND :s. ">h'o~, ',,,-,,, 28' BITUMINOUS- N I SLOPE TIE IN STREET CONSTRUCTION I ROAOWAY 1 S.A.P. 216-101-03 ;'17'-- , '-CG) STRUCT ION I <.J ,;fi,i!!:tOiVi f?<'<kl S OPE TIE I N I , i I :J ') .--....,.... STA. 287+00. 15' LT STA. 288+00. 15' LT 6" PIPE DRAIN INLET WITH 6" PIPE DRAIN INLET WITH PRECAST CONCRETE HEADWALL PRECAST CONCRETE HEADWALL STA. 289+00. 1S' L T 6" PIPE DRAIN INLET WITH PRECAST CONCRETE HEADWALL 1000 .... '" "' .a '" ::> ~ :~ ~ . ~ ~ . 'II --' ~ 'I uJ --' .~ u W Q. V> '" t-' :;' Il Q. . ;> . VP STA;, 29'+;9:2; . ~: IV~\;N 9:0 i~~. 60 . K 68: 35 . t 6,41 ~~ . cURvE: =EN . '" '" . ~ ~. . ~ II. II ~. .~ . . . :;: . c~: II N - : : .~ ~ .N ~ II wJ 00 <t n.. . ~~ _, ~ 8 0.00 ;" .w ;.., : ~~ .c-., .:.,( .::n ~ ;::. :; ~. a; . ~ . . ~ ~. ~: ",.9$'- : ~o 227. : \ -<: ~. :n ;;:. I-'- Q. ". 2.11 . .,.... ,- .~. ... . .VP STA.m ~B5+..1. OA 1 . .VP n. =. 95 . .cuRVE LEN ,= 80.00. )( ,95..33 II C nAO .~. G . . V). +. a. .".. . ... ." ..... ...... . i2 ;> 990 ~Lf. 1. 97. '2.21'7. .N. i' I~I iT, . on;,n7 " IPI= 986.41 ;URVE LEN", 1,00. O. 'I;q : : : 980 -.-.--:-.:- .r .~ .a>- N 950 t"" . .\ 'd" PROF" nv, V~~~ "'. 'L. . EX.I IT, .1:. PROF I LE . 970 . ;:. V) . ~. .~ .Q.. ". :~: ....... . . 940 . -- i ELE"AJ I:ON I NO 1: EL E I'ON , :4l , ~ ;ci' ~~. ~.~. ~ ~. : ~~: : ~ ~. : ~"'. : ~~. : ~~: : ~ ~. . ~~. ~~. . ~:;. ~ ~. . ~I~ . ~.g;. ~ ~' . :;;~. ~:~ ~:~. ;:::~. . ~ g;. . . ,:;;~. . .~. ~. : ~'~ ." : * ~ : *~ ~~: ~.~. ~ ~: . '0..: . ~~: ~ ~: . '-.~: : ~~: . '-~: . .~ 9' . ~ ~: : t~: ~~. : ;~ ~ ~. .~~: . ~~: ~ ~: 'i~: . ~:~. ~: ~, ~ ~: a, in . ~~. . '~en ~en . ~~. . ~ en . . ~ . en 284 +00 284+50 285 +00 285+50 286+00 286+50 287 +00 287 +50 288 +00 288+50 289+00 289+50 290+00 290+50 291 +00 291+50 292+00 292+50 293+00 293+50 294+00 294+50 295+00 295+50 296+00 296+50 297+0C SAP, 216-101-03 I 100 y . ~~ .0 - ~ GO ~ ~ 0 ~ ~ ~ ~ z ~~ ~ ~ u p u -x > ~ z . . 00 .z w< ~z ~o O~ ~ z'~ ~ '" ~ ~~ ~~ ~f.1 f~ z iJ;~ 0 ;; ~: ~ . ! (A ~ ~~ x ~~ " '" l~ N giS 0 0 , ~ >m > 0 E~ < , 0 ~ 0 u. ~[ ~"! 0 !h 1000 ~ Eo-< 1..0 ,sOO ~~ "C I.. Z ~ = C Z .oS .S: ~ ..... 1-'oI......,...~ =.a=~ ~ := ~ .s:.c~~ ..s]t:O 's ~ g, ~ V1 l:.." :g~ ~O :I: 00 990 980 970 >'0 '" 0 0 <<ION 00 ~M-.t !:f ~ !~; ~ ~ .~ ~ : .. "- ::;; :g c: E g :E o "' ::;: 950 940 ~I~ ~~ ! ST A. 2B4+<l0 TO ST A. 297+00 CONSTRUCTION PLAN SHEET 31 OF 75 SHEETS , ,2.6 C~." YO CL J,Y R I PRAP -'WJTH):)9 SQ YD",TYPE IV EPTEXT I LE F ABFh.\; C \.. ,- CLEAN OUT 1(2 I EX. CUL VERT~, / /"">^,<,/ ,/;V "-..-..-..' / 9Gl.::- {..l... (}....,. ..... '--~.:::="C~;:[~~;',/- SMIT:H~'H,^'" ..,~A~~f'~t/) -::.~.\o: - (': :.,.y I" -"- 0'-/'" '. .;t. ~ .,.~o ~'7f..5 .,,- ... - .-" 980 5+00 930 00 ' f.-' ~- '" :J: ol.()-::s= '(0..... . N, ,- 970 0' P 2, ,+ D NO::, , Cl. ). "<(- , , , , , , ... .......................... ..- 960 950 : 959.50 foei' ~ 4'2' R'cri ct 'I n '(! 0:407. ' , .,: HC 'AP'ReiN 'WI'TH' 5'HEtT' , Pili I NG 'AN'O 'TF1AS'H' , GUAROAND 22'cYCLI V , , R I PRAP 'AN'O '33' S'Oy'O 'TYPE: IV ' , GtdTE'Xn liE 'F It. TER' F'ABR Ie ' 940 - - - . . . - . . 962 .'28'St'VE'R IfY') , 960,43W" -95"3.-93€ ' CL .Ill .. " o ~ o ~ no <1) ;lD. '.. co, ro, I'- '" co' en ro <1)' en ,co ;1.{)- ,en ~ o ~ E NOTES: 1. ADVANCE WARNING SIGNS SHALL BE POSTED 150 FEET FROM THE CONSTRUCTION AREA IN BOTH DIRECTIONS ALONG THE EXISTING TRAIL. THE SIGNS SHALL PROVIDE NOTICE OF CONSTRUCTION AND CONSTRUCTION EQUIPMENT AHEAD. 2. TRAIL CLOSURES SHALL BE LIMITED TO MONDAYS, TUESDAYS, AND OR WEDNESDAYS DURING NORMAL WORKING HOURS ONLY. NO TRAIL CLOSURE WILL BE PERMITTED ON THURSDAYS, FRIDAYS, SATURDAYS, OR SUNDAYS. 3. PIPE TRENCHES, SWALES AND OTHER DISTURBED AREAS SHALL BE PROTECTED FROM INTRUSION BY UNAUTHORIZED PERSONS DURING NON WORKING HOURS, UNTIL SUCH AREAS HAVE BEEN STABILIZED. 4. SOD ALL DISTURBED AREAS TO STABILIZE. -f- ;I 50 25 0 SO 100 I , b. , I SCALE IN FEET SAP. 216-101-03 Ii ~~ ~ " o ~ u -" >~ 2 " o ~~ ~2 ~Q ~~ 5~ ~~ 2; ~5 ~~ <" "0 :; ~~ t1. ~~ ~; => -< E-- J. 0 oS 1J'; .:c:~ 980 "CI l;~ CII C Q ,S ::::..... ~ - -;:;~ c CII ~ == CII 970 c ~ Q :.c ,,~ - CIIto ..c - ~=o '8 ~ ~~ 960 rJ:J :g~ ClIO 950 ::t: 1J'; 940 >-ON 00 930 "'ON 00 ~"'... ~c;: -5JY:2 H :i:"Sz (ij(f,l~ ~~ 1:: .!of 0 ~ E 15 '" "- ::;; .. CI> c: c: 0 c: '" :ii 6 0 '" :; ~r ..~ j' HENNEPIN COUN1Y REGIONAL RR AUTHORI1Y STORM SEWER PLANS SHEET 31A OF 75 SHEETS , .~ --........., \ , ": .'t ~y f15 lJ.J ~~ @ ~ DI" W,iLl,;N; .'''@ [,;;'nu~ \...Jrr\Q ,,_u"~)'>.!:: ~ ~! ... ~l ~.^' ,.,' .,~~~-~ ~:;J \,:,~r 7 J"~"~V~ '.' 1~~0 __4--~:-:,-=~: , @" J''''JJ,~~i,~= \11~i~'~'~" ',,!~'-'~:>';.o.(). ___. :2~:;;t>~ -!_.,..,._.__.- --":_-:-'.-~~Y'~~'~_-::"<><"'-" .~, j /."~'~\~.i~:'~~~~,~i~-"--' \~ /'/' ,'>'~., ~ " if?';;/ ... 1 CONNECT TO EXISTING 9" PVC SANITARY SEWER WITH FERNCO FITTING OR APPROVED EQUAL CONNECT TO EXISTING SANITARY SEWER MANHOLE WITH FERNCO FITTING OR APPROVED EOUAL 1.- o 960 'O"l1; '="'" !:: 1- ;::;:: .;::. in.wU: ~. f ;.;~ l w<>- ~' --=-=-- o 59-. : 950 fr;-:,:~ V1 V1 ,." '" O'm ., II 1I 940 0: 1 47. :"0:. 55? 930 . C0,PVC -.-.- . 92 .99. !VERIFYI . : :!. ~~~. . 'F Y 27.25 . VER fFY I 920 " 1'ni, pvr' <:;nFl @ 251. 910 900 ~ ~' ~i~ ~.~. ~~, . ;;~. ~,;;; ~.~. ~ ~: ~.;;;. : ~~. 8~ : ~:;;, ~ ~~ ~.~: ~.~. ' '~ .. u-; ~ ~: .~ ~'~ '~ ~ ~: . .~:~ ,~~ ~:~: ~ ~: : ~~: '~ 17'1+00 17'1+50 175+00 175+50 176+D0 176+50 177 +DO 177+50 178+D0 178 +50 179 +DO 179+50 50 ,', "' ,I,. C I Tr OF SHOI1fI/OOO ). ," CONNECT TO EXISTING 9" PVC SANITARY SEWER WITH FERNCO FITTING OR APPROVED EOUAL d, .~t' -Jf,' @ ,i, .,. .1. . @,:,. ~_~.,,_._..~.._.._.._..:?!:...... ...-4,..-. .,. 'f' ;\., .I, .I, ,i. ,I, .~. " .."-'-......."..^-'4A.A.^-~.A../-_.^^.~.--A.).J..},...J,~_'-"-^."A.^.~ \^,A,,'-.A.J_., :j",:-)..,"-.AJ_,..~......l ,,1~, '~....-.it " - J 209+00 210+00 211 +00 .-..--1-.- ..,-.-.-+......,-..--f-- .. --+-<t,-.-.-j-.....,...-..--t- ,,- /.2tot.- ZUO+UU 206+00 - - - ~1;::7---+---+ ,'C"; 'c, !EE ~! y I 100 ~ 207,+66 201 +00' J _ . ~ ~~.k. -=- _ -=- _ _ _ _ _ _ _ _ _ _ _ _ --t:"=- -:-:::;r~;i_ =- _ ""', / t KENNETH A ~AST - ' 1/ s: 5875 A fton Rood c::i fit ~ e I..i.. ~ ROBERT d CYNTHIA CASTELLANO 5900 Afton Rood = ~~ ~:5 ~ t~ " w: e. " ~ ~~ ~\ z \-!i ~ ~~ ~ ~ ~~ ~ ~al ~ ~e "- I ~~i ~; ~ Q .....~ :~~ ~.....;:~.}S.:~...}..~,.}...'-.u- - lA' . - , -fri:. " " . I 100 960 960 N';' 980 ~- BJ,,!,:,: r--r-- r-- ro .., ", ,."", mm mm 950 950 ~ II ~I [I )1 970 '~~ ~. 1--1-- . <I: ..0 . f a I--XQ: ><0:: V1 ll.l a... . ( WGL 940 940 ~. ;Q1@ . 960 ". -- - .- .- '1 'x.. . ~": p VC ' "" 'EX 930 930 J: 4" S:~ ~.==.= 950 '- --' 77 ~.JL,O~ ';1;)1. I" VERI f:Y,) (VER I FY 920 920 .100! -. 0 PVC : 5bR 35-,J 940 910 910 930 900 900 920 ~'::';' ~:~ 206+00 CONNECT TO EXISTING SANITARyJ"'c~ SEWER MANHOLE WITH FERNCO FITTING OR APPROVED EOUAL ~.~. ~.~. 206+50 r: :~J 1.- o 50 : ~~. ;g,~ : ~~: ~:~. 207+00 207+50 j;.~ 'N ~~. 0:;; ~m. :'~: .'- ,.: ~ ~: ~ ~. ~.~: ~'~ ~..:;j' 209+00 209+50 210+00 210+50 211 +00 ~~. : ~:g' ~~: : ~~: 208+00 208+50 SAP, 216-101-03 l~ .0 ~ ~ ~ 0 ~ ~ ~ ~ z~~ ~~:~ u . ~ N o ~ ~ < , o g; ~ E-i -0 ';;00 ..:t:~ 'C - Z ~ = 0 Z ,S .S: ~ ...... 1-'oI..........,~ =.;s=~ ;t: ~ ~ .s:C~~ :s.at::O "s ~ ~~ Tf.J C. .... ~~ ]~ ~O ::e 00 ~g ~ g g ~~~ ~~ ~a;~ ~~ 15.'!I x ~ i ~ :; <D c: 2 ~ ~ o '" :; t't\ I " ~{I)~~ i ~ ~ STA 176+00 TO STA 181+00 I STA 206+00 TO STA 212+00 SANITARY SEWER PLAN SHEET 32 OF 75 SHEETS / -- ! I " ., Ii I Ii 1\ ,. ELllABET~iRAt FqX \ ./ 'l799D 5mi IfItO"" Rid\ ./ , ' c::::;:~:::.7-':.:'::::' "+:..."f....--r;!" II D,"l"/ J '" r<:: !~ \ j,,";.-r:c0~!.'~" ,lltl'.,\ /"'\ ':. 1', " / .' / .- ./ r / / : I,. -' , . .~, ,/ Ii , ~. r -- ~~" ,/ ./ I I i I i 1 j i \ \ \ .- \ J \ \ \ \ \ \ \ \ \ I \ INLET PROtECTION CAR Y . <; EL"AlNE'JARRUT "'" - t-+OO 177+00 V1 I-----.-!-'", _.__\_;_.___1,""*._.. wi z Ii>" u' I- ~I I SILT CE % ~ ... " o ~ o U ./ OJ <f) ... " o Ci ./ E t o so I 100 ./ ,} " " " / f /' .....~ j ! j ! ! / ! :' ! ! : I i J f I ,Ii ,. \ 'THEODORE! <; BEVERLY F lIE I KEL ) .rZ1964 $mljth}tO'in ROO<! ././ .--;!' ~ \ ,_~ i ......" \ "::Ij' _ _, ;;~__~';~~.~:~ .&:":~;:~~ ~ \ . V'- ,,~-;,~___ / {f ./ / r ,,- {'. \ i \ \ I / ,/ J _..-'l~!'" .'J~lt"- ....~ll.. .,- ..c'!"t'" \, -' .--.."'-'\~ "- _" '" \., \.0'1\, ~/~G!;;;A=~~/OINGE!!.' ",' < " l \ , I \\\ " \ " I / 1 67+00 -)-- ,-i ". \ \ ~ / f /,\ 1 I i I J - ,./...,! . ....: I NLET PROTECT.l~N . - . 8J.UI~filW'~BR/DG[ FARM ASSN .,':/ '" ~ '" ~ ~~ f' j / [;r \ \ IJ- o / i -"", JOHN LA TTERNER i 21950 Smith town Rpod "';::; ~h ~~ ~~ ..... .....~~g~ ~~ ~ ::: '" o " o h Q.,~"" j \ I SILT Ph; .-sOt.tlJE. Smithto '" / 1/ Bl/iOCE' '!!7 '1/""" _ ._ -. /" ",<fRAt 1M ' ..- ,'~' ..-'" 'f? i -' " ~ i 50 z- ipRO OSED '" " ~,::~!:,-::,'::,-r.:";.-.-::.~.:. 169+00 , r - -+- & BLAIR B B~RY ""--;;:V..:.;:::dJ.'~~.,_ :J' ~ . i ~ i ' 01 . , l..O i " ~ \ j \.ci "RJPBAf ; i - , ...'.l3A- __. ... ,,,;;:;'1,'-" -J '" :t .'t11- :'; 6 '" '" i t '" j ~~~~CP;.Y / ,t""O,f',.(""c /I"c/) I ~ ._..,:n \ SILT FENCE I I I I / / / 1'\ I PROPOSED 'BOULDER BRIOG[ FA&M live I EXISTING WETLAND j .... , , , , \ " " " '\ , " ", " " '" " -'" " \."- -"" " ..." " '" ./ / ./ ',., '-. ". \ \, "-, "~, "- , , ", .' , ./ ." / / .//" RICHARD C LINDEEN / i I 178+00 179+00 180+00 181+00 -.+.,------; ",----1..,- -- - +- -- --+ ,,- -i-+ ~ - -, t-' C.-+ " c~21+00 '_ _ +- _'iij~b --" -,~- ....~-.~. -*~ u:",] EXISTING WETLAND I I /\ + '" / -'- "Hti/NEPIN FORFEI.JED...L~;D . " "\ \j INLET PROTECTION / / i / I NL E T '\ / i I / / / I i ! ! i I ! 04VIO.Af , /' .---- - ...., .? ?A" - ,L..v4.o~. ; I 100 ~~ ~ r o u _ r > ~ r w o << 00 ~~ <<z <<Q 0_ ~I ~~ ~ 2~ ~ llle:. ~ ~~ <<< IO _ )-C1 ~ ~i ~ ~~ j ~~ t- ~ ~ o , ~ o , o 't:I ell I: Q .=: ~"eii ~= o;E - ell ;.c .s ~ rrJ ~ E-< l-O r.Soo ~~ t;~ ~..... C;:; ell ~~ 1::0 =0 ~~ ~~ ~~ ell 0 :I: 00 :>-01'1 ",ON >="'''' "5.J] :R ~~~ 'to o E ~ ::;; c: g o o '" :;; 00 00 ~~ H ~:e ~ on ~ m 11 c: ::E ~Ili ~~ j STA, 162+87 TO STA 189,50 EROSION CONTROL PLAN SHEET 33 OF 75 SHEETS 1- o '- ',L .~.~......-::::.j" " '-'- , , / F , '- , " " , , '-. \ \ q:XISTING \ \ \ "- " , '-. \, 'J'j'l."- .... ,~ / I ./ / / / 1_ --- _ I N!,.EJ- -PROTECT ION ~-<J~O- ',- .-" \ " '-. Fl/EMDNT B GRUsS m:t'i.1J1i tbt",.."I Road r r /ii/CHARD REEVER ~,.. _5~?5 BnmtridQe Drive / ERIC R ECKERBERG 27Z.~O 5mithto"lM],_Road'-- o ~ '" CD BARRr d GLORIA L INDDUIST BOULDER BRIDGE FARM ASSN INLET INLET PROTECTION _m ._.' '~. -"":,,:::;";::;_.....~:::~~-::::::-....:::~..... "{(: ~ . . ..,."f;~~-:::'N_~_.~'.___,;~_--.._".~~:..._. .~~:.....'"~:!"~~~~~::::"":-+ ~~ _ _ ~9~1..o_ _ _(- _ _ -..:.9:tOO_ -t -+- _ _ _1'::1~0~ _ _ _1_ _ _1:~~ _ _ ---<_ Z------- -. -..----. - - -----,.... -..--- -.=.~'~-- - ""<.::":::'::;" -' __-9..e.. -;> ,~- ~-~ -/ ! :I: U >- ~ I-- 1 / r'" '- _JUCH..A.RO-C ..EHELPS- --" ./'top' /' 27420 Blue Ridge Lane fRNisT d:TINA'aRAIfDHORST \ 272-!5 S(n"tl1tO'~'f!oad '! '-\ ...., ERNEST & TINA BRANDHORST '-, "'-. 27235 Smithto'Wf1 Road PROTECT-l~N f -- .- - .- ., \" I \ " i/ (/ ;/ . -\\ ; IN ET 'PROTECT ION '-. ~~ " , '- , ,....,"L " ! \ , '- \p".\ ,~ / --' \ \ " \ \ / '. " _,ljV-' \ " . .., ...-~<;'!I I I ( . \: '*\ '0 ( ( "-. ;' \ 4.t..~\ '", ;'''' ~., /. '" "" >- V'l / / / ~/ J'/// " ~ ,,\..., , " -,_ __ ~ I il/ .... "/'x /" J NLE'P" 'PROTECT I ON /" /,~~~,~~~:q_RIPR~: EX I S Tl NG WETL AND U~"S1 .."-~- RIP.RAP , ~.-' ,.' S ILT(ENC( _..cIT~pr ~.Hor?[wDP~'~~ " "'S,,," """" """S~ /.., "JL.,, . LEXISTING WETLAND LIMITS 1 - .. SILT FENCE I _ '- ,'" citr'or SHORE'OOO- " .,' ." ,/ PROPOSED ~ ,,~, '* ~,,,~~-=-''-'" .-,*-i-i-'-'_i_'~,~* ." ~. ,".~'J' '~.^~ ',..' INLET PROTECTION ./' -J-'-~ .'.~",,~J..l--'''';' . ............,............--......,.,......,.. 20YOO_ <-_+ ....2~71~O w z ""::::- -' is kU9ERG i i:d~,~~!W'< .._,H'<' I /' / '"",-- ... . ROBERT, d nNTHIA'cIcsTfLLAND 5900. Afton ROOd" ....,- -.. .. SILT r-SN\;.E ..'<l2:-"- KfNNfTH A OUASJ: 5875 Afton Rood"-. , /" PR9..T-EC'Y -1~N / ,j; .0/ " / ( / / <<<'!-'Ir.-" " , ..""./ / / ._.'3~O~ / ,- '- / / / I \ /' -", ,,<'II""" / ~ " " o ~ U / ro '" / / ,/ /' -.............. " " o :; r i' STA. 189+50 TO STA. 216+50 EROSION CONTROL PLAN I SHEET 34 OF 75 SHEETS I 50 y ,PROTECTION I 100 ~ ~~ or " , ~ , o o ~ u _or > ~ . or " ~~:5 i;!;;~ :5u;f5 ~~~ ~ii~ ~;~i .~ ;a; ~:;~ ~~~~ ~~~~ w " ;~~~ _;k1-1- ::: ~ ~ "",0 oS 00 .::c~ ~ = ~ ~ ,s .s: ~ ..... ~~=~ ~:'5 = " .s:cE~ ~~t:O ... ~ = 0 J ~ ~~ ]~ ~O ;:r: 00 ~g~ ~l"l'" "5.~~ J:::3z 1ijU)::i 't: o E Q) :> t: g o o '" :0: 00 00 ~~ ~~ ~~ ~ ,!:i '0 0. .. a> t: t: :E ~I~ ~~ l' / ;; ( // !/)-I .' /., , i r I "I ,i,/ J~ J ,,~. . '/"- .-~. _ji' ,/.{ I j /'"' ~/' I;'" i / ; ~/ / T e DUFfY d /~ JAMIESDN! "'0 26779- smllh town..Raad.._J ,f;;z; }i~/ "'If / 1 ~' :l_.i / ,.- ,/ A \ 1/\ / . (....!.- ". j j SjEGFR~D A WLlSSNER o "'--"26780 mi thtO*f1 Road ./ ':\". / ~, {I / N . . << I- <Il W Z i / 01 ~I N . " , '- ''-910.._. / v .,. " o ~ o U /' to '" .,. " o o /' Eo {-:~H-;:)"'- .,;j"f:;. WAL\r~'R J & ACl'ZSSA "0:UKE/ v' / 2o~Z5 Smi thtd~ flood"'" I, i ' ) I ~ / / 'i ..-rl \ /LfONARD 0 d JULIE R TWEtAN /' 269300 Smithtol\.f1 ROO<fi I ~ .P'>Q", \ >[ L[LAND d A STRAKA LELAND \ ,,5825 Stroltberry Lons ::.. i "- \ \ I / i"l.- --. ,( - L ,;/ r .p".. I / ~~~i( Qj:<:,"",- --"0::: ~~Cl .., i \ \ i ! / j , '- '- , ~~....... ! /" r'l ,." --' - /\ \ \ 1 \/ / \t / \\ , -.,/ ! / _.\,......-\ 1 \' \ '{ \, J.- '- " , I / /' KEVIN! /d LOIS M SHEPPARD ~f41 0 Smi thtoM'1 Rood DAVID f PARKHURST 26600"Smi tl:!.!own Road L. !EDWARD e SNYDER 2~640 Smi thto'ilfl Rood ',,/ c "' ',"~~"YO ~'":''?'"i~!~t=OOiit; . '277f0tr"".. --2';'3+mr' .... -224+00 - - - + -:; - 1- - - - -1- - - -<..oF:-:_.- .~I.-_=__ - - -I..:, - - - i-, { '72'-" ..... " o +- <Il :/-.,~: ,,:1' JA/.IES d W 1M M KLANCKE 26525 Srr", tMa'ttfl Rood / '- ..rALBERT [ HOOPS 2\6755 Smithtawn Road ROBERT d LINDA Me NUTT 26675 Smtthtam Rood I..........................: I : TI"DTHr N d LORI J DOSE 26<405 Smi thtown RoJd I . I I .?' I i ' \. , \ : '-.., i ". / \ '- j- "- , '-~ \ \ , \ '- ! \ \ "- I -i \ \ I \ I , i ,-_I \ ( "-'" ./ / / \ ," >~:~Q \ , "'~\>-\." 6 / ~,~' ~rP " oQ~ ,oc{' t,:Y,><,'{I- \"'~ r.P\ ~~~~ '" ,QQ ~ ~ " '- /1 '- , , PROpOSED , PROPOSED R EX 1ST I,NG WETLAND , " 1'. ~, ~~ \ \ ~, -"'7;8HOP'C1sEo, R IPRAP , b ~"\ ,:" '-INcg;~ ~ PRD~EcfJ ON l I I !,IATTHEW C d KRISTlII D TRDYAK' 26270Smithtown\ROOd I ' 1- -- GLENN D .ILWND 'N ~" $_, GLEN 0 Gh(UND ~ \26275 ~,:,ithtO..:n--noe..d I i / / / ( S'JLT FE~CE ,,_ I. - -!-,~ ~ SAP. 216-101-03 I / / / , '- -.. -.... _.- '-- -.. '- f'..... M1NN[WASHTA Ei."iM ..... ....'!I'".-.. -- ::::-:::-..~.____972 -~;~HK~-;::4$:* .qt '- DANIEL J HA YES 58JO S-fraMtierry Lane \ " '. ; '- ~..'il1; .. :i ~ / \ \ \ I \ \ \ , \ j / ! I I ,/ /' < 1- o 50 y I 100 "1 ~~ ~ 10 I~ ~ c '" 0 N .; ~ >- <Il u ~ - ~ u W > ~ 0 Z -' ~~l lLJ <:i 3' >-- 0:::1 [5, ~i .~ CI) ~- o 50 << 00 ~~ <<, <<0 o. :i~ g~ ~~ 8e 0 i: ~ , ~, . ~~ ~ <<< < xc ,. ~ ~o tl~ ~ ~[ . .~ ~. > n n o , m o , m o I 100 ~ E-< 1.0 ,Eoo ~~ ';=;~ Q.~ ~..... ~~~~ 6:C~Q~ ~~t:0 i ~ ~~ :g~ ClIO :I: 00 y >-0"1 "'ON ",.,.,. ~.~ffi :c ::Jz "[Ow::!: 1:: o E " :::; C o '" o o on :t 88 ~~ H ~ .'!1- '0 "- " " C C ~ I"t\ I ti ~~~~ i ~ >lO STA. 216+50 TO STA 243+50 EROSION CONTROL PLAN SHEET 35 OF 75 SHEETS i " ~ " o ~ o U ./ lX) '" ~ " o ~ 'c --, -- "...,.. i ./ ! j"..., ".- '" d ;.,,;,;., \ .....' 25160 S. .';OHI{PEAR '-_'_ m, fhtovn ~,,~~N ,_ Oacr'-, I..J- o I 50 100 X / I I oL ,I WALLACE R PECK 25980 5mi thtoW11 Road << f- Vl W Z ! ~, L (~\'" ,~.y. '. , A'I / \ ';nl.- ,/ \\~\ 1\ -<. ~ /! \~~\ ' I- i' \<" , \tTI~\ ,---- .... \\ < ,.--. -" ..-'" .----,-'1 I i \, I I 1_, I I 1 ! I ,I 1 ;/ I I -' ^ \, \, .... .... / Alr(~?~I1"Y - p..L. ~~/ . eG10N ..' , ..- - .... ouNrY ~ / HeNNePIN C .-.'J I .... ._ -/"i} /~ 7 " '-~ ,/\ , I .... " ....\ \ .. i' I ./ 1 I \ ! \ 1 I / / "" -.. - \ \ \ .... r ./ i -_. -~ ""'" ."," ......., ./ \ \ I / / ./ ~...._. -, ,,,,;,,.- ~' ~." /' --- -j . /' ! / , j / I ~... / /' ,.. t-...... ../..., \' .:,"' / I / ,/ / i I ,. ! !food I .-' . tl1tov,(V I 25~80 SIll>- , ,/ J ,/ / / 1 Road " .t"fO~ 251140 srnl,/ '{h'to"" Road 2S.3J!9..sm' I~ 10 .. r- ..- N I I ! \ I I', oad --s "smftryfOy,(t' ~." .,-' 15'0 ji"" o +- / ,~o"" Road 25));5 sm,d\t1 -' r . td~ Road 255B5 sml t~ ':,-- / i I ,/ " /" / " \ " ..,0,"'; ',,_... / r' " .... I..J- o 50 I 100 SAP, 216-101-03 STA. 243+50 TO STA. 270+50 EROSION CONTROL PLAN SHEET 36 OF 75 SHEETS z Zw 0" _0 ~ '" 0 ~ ~ u . '" ..'" 0 u . u . :;;~ ~ :5 alii ;;; :: w m '::;:~ Q. ~g~~ Z ;~m~ t 25~~ ~ ~~~~ ~ ~~!;!~ ~ ~:ii;~ ~ ~eo: ~ ~~;~ ~~~~ ~ Eo-< -0 ..800 ..:.::~ ~ ;:: ;; ~ Q .s ~ l-l( ~~-:::~ =;5 :;~... g:c~~ ~~t:O Os ~ 6. ~ VJ Co .... ~~ -g~ ~O ::e 00 >>ON "ON ;OM'" "5.~ :2 ~~~ 't: o E " ::; t: o '" <5 o '" :: 00 00 ~~ ~~ ~~ ~ .!i '0 "- " .. t: t: ~ 9:l1~ ~~ ! y " v " i2 ~ o U ./ CO "' "- o S -'- /~ / ./ \ " _____'--1 I \ ~\ I \ \ I ) I / 0.,.0 RoOd 25~f6 sm; tot I / " \.....- <( t- III W :z \ \ \ \ --t-- /' / / / .J :1:, ~, ~I- I \, , \ / / / " " " '- " " 1\ SILT v' j I ,./ y. i m '. . , 1-1 " , f- ---/), " '/ I ' I I ". " I I \. '" ,1 I "1- I, ' /1 ' I' I 1"~1l0' I ",S~, tntom RIt R4 . , n ~o CD;o ;rQ r ,,~~ . 0_ -'" CD ~ -+ ~ CD '< !/' .i 2f\J 0-" 0-" ~g ~ CD'" o?, g~i" ,,0 g~ -+;0 ",0 og '" ::; / J / L I ' 01 ~ 24450 S Amer; can l mi.thtown eglon p ROOd ost No 259 A~ricon 24450 Legion ',p,o'__j ( Smi thtowost No 2~9 n Rood 24800 Sm/ fhfolm ROOd v co N -:2- _ ~- o 50 I -I- I 1 1 I I 1 1 1 I 1 1 .1>'" "O/Iii g;;::..9- -+--ioo ;00 t3;:J :u :;;{i; Ul-_..O..n__, AJk{[;j c~n L Post No 5680 Co Rd '" '" o .:, A r -' J '" ",I STA. 296+43.00 ~~D STREET CONSrRUC ION S.A.P. 21J~-101-93 , ! 24745 5m'jlff / ./ j... tOItr} Rooa ~,!,!TJ '" '" o .t '" I 1 "\ I \ /1-' ,.' I I 1 1 1 .I 1 I 24575 Sm1thto/ /' 'iYr1 ROOd / / I / r""D.tr:JJ? 24575 Smi thtown ROOd ./ / / ,- J ! /\/ ./ / ~..gl& -' !" " ./ '..- o I 100 SAP, 216-101-03 8T A. 270+50 TO 8T A 298+00 EROSION CONTROL PLAN SHEET 37 OF 75 SHEETS 50 I 100 a z 2" O. .0 ~ ~ o ~ u - ~ > ~ ~ w o .. E~i ~ ~~, ii~ ~! ~! 2:0 <11 )om ~ "0 ~~ ~ ;~ 3: ~; X ~ ~ ~ N o , ~ o , ~ o ~ ~ J-. oS 00 ..:c~ ~l:t;~ Q .S ::: ..... ~";-::~ =i5;~ ~:C~~ ~~t:O 's ~ g, ~ r.fJ c." ~~ c:O = 00 iU'g~ g 8 :t(")'O;f" !;f ~ "5.s:2 :;; I'5:z o.n III ~CI)~ ~~ E ~ ~ '" 0. ::;; ll\ c c o c 5 ~ o '" :;: ~I.!! f ~~ i ~,.-I I I 80 SO FT lMPACT DUE TO PLACEMENT OF 5.8 CY OF RIPRAP AT END OF CULVERT ....;_:. :J':; !!'T,;{;n ;i,;o,;' (),;S, ~ <t " o ~ o U / <Xl '" <t " o o / Eo ~ ;;c:;;r - j,';}{f.};S /DE CEMf ~!;'Y ASSN * w E i~;;E.s '[ !.. "{ / N,: eF,'/NDi1D!C T ;J2,;; ,;_'?i:f/:TD;<,'f: 2DDC -ll~~~~~ . ~~ ~o ~ '" 0 0 ~ ii u '" '" ~ ~ 0 . ~ 00 .z w< ~z ~o o. / ~i w . - jff<- ~o ~~ ~ /'" ~: ~, ~E. ~ iE~ <~ 0 /~ "0 ~ , ~ ~ ,. 0 , ~o ~ ,~ ~~ ~ 0 - B~ . .~ z ~. y .... o SAP, 216-101-03 STA. 189+50 TO STA. 203+00 WETLAND IMPACT PLAN SHEET 38 OF 75 SHEETS I 100 50 ~ Eo-< 1-0 r.ErJ'J .:c~ 1.~ ~ ~ ~~=~ = ::: CII 6:C a:l ~ ~~t:o -~=O !~g;~ ]~ ClIO ~ rJ'J "'ON "'ON ;oMV ~$~ :E"SZ (ijU):!: ~ .~f E &. " .. ::; .. t: t g ~ <5 a '" ::; 00 00 ~~ H "'''' ...." ~ "'" I " ..~ j TYPE "0" SIGNS (SALVAGE & INSTALL) TYPE "C" SIGNS (FURNISH & INSTALL) POST POST MOUNTlNG SIZE SIZE PANEL IGN NO. OTY ~NEL SIZE DESCRlTlON SIGN NO. OTY TYPE NOTES LENGTH HEIGHT SIZE EACH TOTAL CODE NO. DESCRITION 0-1 1 iF BOULDER CIRCLE C-l 26 ~I 2U 1 &. 2 14 7 30 x 30 6.25 162.50 Rl 1 STOP 0-2 2 .~ BOULDER BRIDGE DRIVE C 2 3 r-'ll. 2U 1 &. 2 14 7 30 x 30 6.25 18.75 Wl-2R CURVE RIGHT Ii >w 0-3 1 ./ LAKE VIRGINIA DRIVE C-3 4 _I 2U 1 &. 2 14 7 30 x 30 6.25 25.00 Wl 2L CURVE LEFT 0, ~o 0-4 1 ~ HOWARDS POINT ROAD C-4 1 L,.- 2U 1 &. 2 14 7 30 x 30 6.25 6.25 W1 4 REVERSE CURVE 0-5 1 LV". CAJED LANE C 5 12_1 2U 1 &. 2 14 7 24 x 30 5.00 60.00 R2-1 SPEED LIMIT 30 0-6 1 ;/ ~I 11 i5 AFTON ROAD C 6 2 V" 2U 1 &. 2 14 7 24 X 30 5.00 10.00 S5-2 END SCHOOL ZONE 0-7 1 v' CATHCART ORIVE C-7 2 -I 1U 1 &. 2 14 7 24 X 8 1 35 2.70 S4 3 SCHOOL . ~ ~ ~ o 8 2 wf;~ r! I.t~ IIi MARSH POINTE DRIVE C-8 2 1.';/ 1U 1 &. 2 14 7 24 X 10 1. 70 3.40 54-2 WHEN CHILDREN ARE PRESENT > r ~o eo 0-9 1 ~~ STRAWBERRY LANE C 9 2 V 2U 1 &. 2 14 7 24 X 30 5.00 10.00 R2 1 SPEED LIMIT 20 .~ 00 ~ ~~ 0-10 1 ~~ GRANT LORENZ ROAD C 10 1 \/'~ 2U 1 A 1 &. 2 14 7 48 X 24 8.00 8.00 Wl 7 DOUBLE ARROW ~ o 11 1 V' SMITHTOWN LANE C 11 2 \c/o 2U 1 &. 2 14 7 30 x 30 6.25 12.50 R5-1 DO NOT ENTER :~ u o 12 1 ..-'" SMITHTOWN CIRCLE C-12 2 1/" 2U-1A 1 &. 2 14 7 36 x 36 9.00 18.00 W3-1o STOP AHEAD ' r . ~ 0-13 1 i/ KELSEY DRIVE C 13 3 V 2U 1 &. 2 14 7 30 x 30 6.25 18.75 W14 1 OEAD ENO 0-14 1 V EUREKA WAY C-14 4,v lU 1 &. 2 14 7 18 x 6 0.75 3.00 Rl 4 AL L WAY ~ . 0-15 2 ./ EUREKA ROAD 50 o 16 1 v SMITHTOWN WAY TOTAL 358.85 f;~ o 17 1 WEDGE WOOD DRIVE ", ",' .0 ~ NOTES: o~ 0-18 1 If' FAIRWAY PATH ~I ~ w 0-19 1 v/ STAR DRIVE 1. POST LENGTHS ARE APPROXIMATE AND INCLUDE EMBEDMENT. BUT DOES NOT INCLUDE ADDITIONAL ~ 0-20 1 V' CHRISTOPHER ROAD LENGTH REOUIRED FOR SPLICE. ~.~ f~ o 21 19 'I'l'-li ~.) SM ITHTOWN ROAD 2. SEE STANDARD SIGNS MANUAL FOR PUNCHING CODE AND DETAILED DRAWINGS OF TYPES "c" SIGN PANELS. ~ ~ o 22 1 ..-'" MALLARD LANE ~~ ! u " 0-23 1 V. TEAL CIRCLE mw W 0-24 1 '" CLUB LANE !~ 2 ( <" 0 0-25 1 1/ PUBLIC WETLANDj~ 1 , .0 ; > 0 , o 26 HOWARD'S PT MARINA I ,. > 0 1 v B~ l0 < , 0 ~ 0 u. ,w ~ e:g: ~; TOTAL 47 , TYPE "0" SIGNS (FURNISH & INSTALL) SIGN NO. o 101 POST TYPE 2U-2A SIGN NO. C 101 C-l02 C 103 C 104 C 105 C 106 C 107 C 108 C 109 C 110 C 111 POST LENGTH 14 MOUNTING HEIGHT SIZE 7 78 X 24 SIZE EACH 13 SIZE TOTAL 13 PANEL CODE NO. DESCRITION SHOREWOOD POP. 7401 NOTES 1.2.3 OTY 1 TOTAL 1 13 NOTES: 1. POST LENGTHS ARE APPROXIMATE AND INCLUDE EMBEDMENT. BUT ODES NOT INCLUDE ADDITIONAL LENGTH REQUIRED FOR SPLICE. 2. SEE STANDARD SIGNS MANUAL FOR PUNCHING CODE AND DETAILED DRAWINGS OF TYPES .C" SIGN PANELS. 3. Mn/DOT STANDARD SIGN 12-3 TOTAL TYPE "C" SIGNS (SALVAGE & INSTALL) ~ E-< .0 ';:00 ~~ ].g ~ ~ ~~-:::~ =:;;~ g..c~~ :=eo:t:O --z=o '8 ~ g; ~ (/J ]~ eo: 0 :I: 00 OTY 5 ~f 2 V./ 2 6 .f 2 1 /' 1 V 3 V 1 V 1// 2 I PANEL SIZE 5 2 2 6 2 1 1 3 1 1 2 DESCRITION SCHOOL CROSSING TRAIL CROSSING TRAIL CROSSING AHEAD DOWN ARROW NEIGHBORHOOD WATCH OVERFLOW PARKINGj~ NO PARK I NG"R AXLE WEIGHT LIMIT.. NO MOTOR VEHICLES.. EXIT ONLY ENTER ONLY 26 :>-ON "'ON ~~~ ~~~ ~ .~ E '5 " c. ::; :g <= 2 ~ ~ o '" ~ 00 00 ~~ ~~ ~ 26 "" I ti ..~ f; I SAP. 216-101-03 SIGN TABULATION ISHEET 39 OF 75 SHEETS .~ RIDGE FARM S I G ( 1 NC I DSNfAL ) PROTECT BOULOER R1DGE FARM SIGN (IN STONE WALL) 11NCIDENTAL) j # l " I [1 .J -l {a < , ~l ; ! " ~l j - rf -< " o ~ o U /" oJ '" ~ SALVAGE SIGN B REMOVE SIGN C SIGN TO REMAIN INPLACE I 200 1- o 100 -< " o o /" E 7~T~CL SALVAGED SIGNS NOT BEING REINSTALLED SHALL BE DELIVERERD TO THE C1TY OF SHORE WOOD PUBLIC WORKS. SAP. 216-101-03 ST A. 162+00 TO ST A. 201+00 SHEET 40 OF 75 SHEETS SIGN REMOVAL PLAN p"'" ~~ ~ ~ c u ~ ~ w . ~ C % ~o' ~;I ~~e; :;: Q"~~ w ~ ~~.3 .,: ~1II~ ~~~~ Z c ~;~I ~ ~ . ~ !af5~~ W :~~~ N ~3~~ ~ c , ~ ;~~~ > c < , c ~ ~~<~ c >-w~~ ~;;2 :::30t~ -.:l C'l = Q .E p:::~ ~:E o;Q - C'l ..:-= .- ~ S~ VJ < ~ J...O ..E;VJ. ..::c:~ ;~ :::1-; =:; C'l ~ ~~ to =0 ~~ ]~ C'l0 ::r:: VJ. >-ON mON ~M~ ~~~ ~~~ ." c E ., ::; " c '" 6 o '" ;;: co cc ~.~ ;\~ @~ ~ .!!f (5 c. .. ll> " " :E ~I~ ~~ l' .~ I I I i PROTECT BOUlD ( I N STONE WAl @ PROTECT BOULDER RIDGE FARM SIGN (IN STONE WAll) (INCIDENTAL) L.-.-:-J 8J .J - ~ {~ ~J ;j " ~l Ii ." " o ~ o U .-' OJ '" ." " o ;; .-' E ~ SALVAGE SIGN B REMOVE SIGN C SIGN TO REMAIN INPlACE 1- o 100 I 200 NOTE: 1. All SALVAGED SIGNS NOT BEING REINSTAllED SHAll BE DELIVERERD TO THE CITY OF SHORE WOOD PUBLIC WORKS. SAP. 216-101-03 STA. 162+00 TO STA. 201+00 SHEET 40 OF 75 SHEETS SIGN REMOVAL PLAN ~~ ~ x o , u .. x , ~ 2 I o g~~ .2~ :S~[5 ~~~ <0_ ~~~< ~~~~ s~*i ~5~~ :~~~ ~~~~ )-:i;>--';r' ~B~: w~<a ~~~~ rJ;;2 ~~~i= n n m o , m o m o "':::l C': = Q .:: ~'CU = .-:: ~ O,.Q - C': ;-= .- ~ e~ r.rJ ~ E-< ~o oS 00 .:.=~ 8~ ::::..... 1:~ C': ~ ~Q 'to =0 ~~ :g~ C':O :x: 00 >-ON "'ON ;::M~ ~~~ J::Jz mOO:! "C o E " ::; c: o '" is o '" :; 00 00 !:f.~ i;\~ ~~ ~ .~ &. CD .. c: c: ::iE I"t\ I " ~~ i ~ SALVAGE SIG REMOVE SIGN SIGN TO REMAIN INPLACE NOTE: 1. ALL SALVAgED SIGNS NOT BEING REINSTALbED SHALL BE EL I VERERD TO THE CITY OF SH REWOOD PUBL I C WORKS. ~~ "0 '" 0 c , ~ u '" -'" w > ~ c . << 00 ~~ <<z ~o ~ Oiij ~i w m ~ 2B ih 2; ~i ~ N L_@ <<< 0 ,"0 , m >m 0 , E~ m 0 u. ~ 6[ . ~; z ~ E-i J. 0 oS 00 ~ ~ "CI J. ~ 0 CIl = ~ 0 .S ~ - - ~ = CIl = ~ i5 CIl ~ ;,Q = 0 ~ - CIl 1:: 0 ..c: - .c =0 "s ~ ~ ~~ lZl :g~ CIl 0 ;:0 00 SAP. 216-101-03 >-0,,", "ON ~~~ ~~~ S .~- E &. <> .. ::;; <> <:: 2 ~ ~ o ." ;;: cc cc ~~ H ,0,0 :e.:e ~ rt\1" .c~ !; ST A. 201 +00 ST ST A. 235+00 SIGN REMOVAL PLAN SHEET 41 OF 75 SHEETS ," o~ .0 ~ " 0 , ~ u " - " 0 . " 00 ~a: :~ ~ o. ~ @ ~~ ~ VI OHVT1\M <, ~. HI:J1V3.l. @ 8B @ ;: .~ !II ." ~ '0 ~~ 0 ~ , ~ >m 0 , '" ~~ 0 ~ S~ ~~ 0 -. {~!J ":.-' ""~:;.; < ~ .0 oSrJ'J. ..:.::~ ~ = :; ~ Q.;:; ~..... ~~~~ ;.Q~~ ~C'Ilt::O ::::~=O ~p::g;~ -<~ ]~ C'IlO :I: rJ'J. /' , >>0 N a 0 roQN 00 t;:2 !:f ~ ~~~ ~~ t'O ~ ~ ~ .~ ~ ~ " Q. ::; :g c: c: o c: 6 ~ o '" :;t I'Y\ I " ~~~~ i ~ ol; ~ ..- r-- o ;;; o U --- OJ "' I SALVAGE SIGN REMOVE SIGN C SIGN TO REMAIN INPLACE ;::: o ~ E NOTE: 1. ALL SALVAGED SIGNS NOT BEING REINSTALLED SHALL BE DELIVERERD TO THE CITY OF SHORE WOOD PUBLIC WORKS. SAP. 216-101-03 ST A. 235+00 ST A 267 +00 SIGN REMOVAL PLAN SHEET 42 OF 75 SHEETS , / - 1------, I ~ I , I ~ I , I , I I I ~<<I Y \ LIMIt I ~ ' ~ /' '''ED I ~ / 120 (( \ ~ I~@ @ i \ ~ I 3W\/N~33H.LS ~,::: ~~ ~..--- g~~! II \ m - 0J ~ I 3~~~~~S ~ {!z~ @ ~~,- _~~ ~._m_+ L_~::::~ I~ ~ ~~ _~_ @;,~cL_O~.S\ ,~t_",,_,.7_' J\\!I..,.__ '!' ~~'" --.,-__,_" ,!' ~ ~ @lJlJVLS '\ ~~. ,"~.,il.!. f, ~:"<<.__. - _ u HZ: m__m__ Q fE:\ GlJ QLHLlI'iS } -::-0- ~. -:1-~-:-- ~ _ ~J 1 ~.o< ~_._- " -~~-_ ffi L - 41 .,19~ '-... "..~..,-- >t.,,3}' ..=::~ _ {' r ,..,~' __ !1i' L\ = 28043 '53" I ' .--- ..' . . . ... ~<r' ~ -.-: 7~ ~~~:-;:~:~:~~I:~~~~:=:~~;~~~I-;~'~~'~~-~- __lL_ o!a @ ~ -sTREETN "E I @ @ STREETN E @ ~ ~ - J I ------ I I , I , I , I I , I , I I , I SALVAGE SIGN REMOVE SIGN SIGN TO RE~AIN INPLACE ,'-- ..'"! I~_~.~.~ \~ (' \0~ ~::: ~. \\ :~ '0 ,~ \ ~~ ;;. I" I" -t 'n .;, I !l l. I I //\ I \ \ I \ \ I I I 1''-___ I ,~ I I ~ I I I ~~ I I I ,~ I I ~:. I ~i I 'mmm. I " I~. I @ I i~~ ~ '~-j\~~ ; iL~:;! -1 i \CY Ii : I I .":'~~~J "~t::'lSI\ I:;: [mm ~iO 'I ,I I ~m.;'" L".J :'_J.j-~.\::;'" ____~.i -.1 ~""-,! ..~,\ -,',~ :~:~:iI:~~d r-- \ \}. J~.; b.~~~~-~ ~~j; -'.,."';.- -.,.~,.. ~.!, '-' . .!'-...-....:..:.+'-'-~.:,,::r~~ u" ,: .,': \' ...it . l-~~+ =_ _ - ~ .~ rw~~~~ ___-~~ .~-' - _ _ ... --- _ _ - ~_<,., 24515 s..of1'tfl()W'\ R_ " ~"6i: @~ I I I I I I I I I I I I I I I I I I I i'l ;.J ~ ------------~----------- ~ NOTE: 1. ALL SALVAGED SIGNS NOT BEING REINSTALLED SHALL BE OELIVERERD TO THE CITY OF SHORE WOOD PUBLIC WORKS. SAP. 216-101-03 E z ~~ ~ '" 0 ~ 0 ~ u '" '" w . ~ 0 z . 00 M <<z :S~ ~j ~. ~~ ~~ ~; ~ !~ <<< 0 ,,0 , ,. 0 , ~~ 0 ~[ <<~ 0 ~. < Eo-< "",0 .s7J"1 ~~ 't:l "'" Z C':l = Q Z ,.S .S ~ .... !-'o(~......,~ =.;s=~ ~ :.:: C':l Q:C~~ ,:1::C':lt:O -il=O 's ~ ~~ ~ :g~ C':l0 ~ 7J"1 >00 N 0 0 roON 00 ~~i2 ~~ ~~~ ~~ ~ ~ ~ " c. ::; lli c €!; ~ ~ <5 o '" :;: ~I~' ~~ l;' STA. 267+00 TO STA. 297+00 SIGN REMOVAL PLAN SHEET 43 OF 75 SHEETS I I I I PROTECT BOULD ( I N STONE WAL PROTECT BOULDER RIDGE FARM SIGN (IN STONE WALL) (INCIDENTAL) l~ t! o1i H 'I ,J ~J -~ f[ 4" SOL 10 WH ITE EDGE LINE (EPOXY) , u H ~l 11 "'1 NOTES: 1. UNLESS OTHERWISE NOTED ALL SIGNS SHALL BE PLACED AS DETAILED ON SIGNING AND STRIPING DETAIL SHEET. 2. ALL PERMANENET STRIPING SHALL BE EPOXY UNLESS OTHERWISE NOTED. 3. ALL CROSSWALKS SHALL BE POLY-PREFORMED. 4. TEMPORARY STRIPING ON THE BASE COURSE SHALL BE PAINT. -. ..... ~ FURNISH INSTALL SIGN TO t. INSTALL SIGN SALVAGED SIGN REMAIN INPLACE E f'.-'-'-'-\ , , , RIDGE ~ AR~ S I G ( I NC I DENTAL) ALL TRAFFIC CONTROL DEVICES SHALL CONFROM TO THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. DATED JANUARY 2001. 1- o 100 I 200 SAP. 216-101-03 STA. 162+00 TO STA. 201+00 SIGNING & STRIPING PLAN SHEET 44 ~~ '0 ~ r 0 0 ~ u r r . ~ 0 . . g~ ~2 ~o ~ 0'" ~ ~I ~ 8B 0 3i.l3 ~> ~ ~ ., . .15 ~ ~~ N . 0 ... ~ ,. ~ 0 E~ ... ~ 0 u. . ~l;! ~ w~ ~!:! r 0 !O!~ < E-- -0 r.Soo .::c~ 'C :; ~ ~ .~ ~ .... ~"'Cii-:::~ =:'5;~ ~:.ce~ ~Cllt:O .....-e=0 's ~ ~~ ~ ]~ ClIO = 00 >>0 C'\l 0 0 roON 00 ~~ ~ ~ ~ ~~~ ~~ ~ -= ~:e ~ ~ ~ '" Co ::; III c: E ~ ~ o '" ~ t"r\ I ti ~~ j OF 75 SHEETS 0-8 0-21 0- \ L._..i ':::',;.~ i _@C-6-, ..;~ :~~;on--;= w.';: ",-r ~JIoIffrI__ ~ ..,. " o ;; o U ,- 00 "' ..,. " o C; ,- E FURNISH A INSTALL SIGN INSTALL SALVAGED SIGN SIGN TO REMAIN INPLACE NOTE : 1. UNLESS OTHERWISE NOTED ALL SIGNS SHALL BE PLACED AS DETAILED ON SIGNING AND STRIPING DETAIL SHEET. 2. ALL PERMANENET STRIPING SHALL BE EPOXY UNLESS OTHERWISE NOTED. 3. ALL CROSSWALKS SHALL BE POLY-PREFORMED. 4. TEMPORARY STRIPING ON THE BASE COURSE SHALL BE PAINT. ALL TRAFFIC CONTROL DEVICES SHALL CONFROM TO THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. DATED JANUARY 2001. ~ [' I 1m C-l04 "i,::;,:-;;;>0'.,);,;;j, J_1~~IMJln~ ~.,-- ,:",' '.1.' mm~~! ~ , I L@@@ C-8 C- C-7 CROSSWALK ETAIL !@D~il @O:::'10 ZE RA CROSSWALK SE DETAIL SAP. 216-101-03 5TA. 201+00 5T 5TA. 235+00 SIGNING & STRIPING PLAN SHEET 45 . 5~ ~ '" o u ~~ % '" o ~~e li!z~ ~Qa: ~'~i e.% g:i~ ~~~~ ~;~~ . ." ~5;~ ~~~lo' g~g~ )-~J.-~ ~~g: ~~i~ ~;;2 ~"'F~ ~ m o , m o , m o ~ Eo-< J-.O cSoo ~~ 'C :; ~ ~.g ~- ~~~~ = S ; ~ ~..cZ~ :C;e<:t:O ....~=O 's ~ ~~ ~ :g~ e<:O ::e 00 >-0'" "0'" ~~~ I:Jz ro(f)~ 5 .~ E 8- " " ::E '" c [;: ~ ~ o '" ::;: 00 00 ~~ ~~ ~ ~IJi' ~~~ L. ~, ., OF 75 SHEETS all 311n3 HUlWS 4" SOLI 0 WH IT EDGE LINE (EP 4" S LID DOUBLE YEL LANE LINE (EPOXY) ^ <21> '....... ,.{/ "'~.. .~ .,. " !2 ~ o U /" CJ >f) .,. " o C; /" E NOTES: 1. UNLESS OTHERWISE NOTED ALL SIGNS SHALL BE PLACED AS DETAILED ON SIGNING AND STRIPING DETAIL SHEET. 2. ALL PERMANENET STRIPING SHALL BE EPOXY UNLESS OTHERWISE NOTED. 3. ALL CROSSWALKS SHALL BE POLY-PREFORMED. 4. TEMPORARY STRIPING ON THE BASE COURSE SHALL BE PAINT. ALL TRAFFIC CONTROL DEVICES SHALL CONFROM TO THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. DATEO JANUARY 2001. ~ FURNISH & INSTALL SIGN INSTALL SALVAGED SIGN SIGN TO REMAIN INPLACE SAP. 216-101-03 STA. 235+00 STA 267+00 SIGNING & STRIPING PLAN SHEET 46 . ~~ ~g ~ '" o ~ u '" _ '" w . ~ 0 ~ . ~!~ ~o~ oin.... g~1 ~ih 2~~~ i~~; ~~;~ :;;::~o... ~g;~ ~;~~ ~ ~ ~ ~ N o ... ~ o ~ o ~ Eo-< ",,0 .,ErJ'J. ..:.::~ ~=;~ Q .S ~ ... ~~~~ ~:c~~ ~~t:O 's ~ ~~ 1J'J C. " :g~ er:0 = rJ'J. >ON 00 roON 00 ~;~ ~~ ~~z ~~ ro ~ ~~ ~ ~ ~ " a. ::; :g c c: g ~ 5 o '" :; h\1" ~[I)~~ L. ~, " OF 75 SHEETS - - - ~'l!:i'@ L'" ~ TONS ~/ ~ l\ I~~~ ~ nifawltl__ ~ ~, ,~,.._- '~'i 'J f':'P~:~~~.!,",,- " ;;" ~; '1'-.1- - j ! I " o ;; / E " - ------, ~ I , I -------- - J \ y C ,~ I _a... 0 I R~l"ji \ ...., I 0- 8 @"'I';H.lVd^V~I"'; ,.. ,;,=- T 0 - 1 !@'I..ia~ NMd.lH.lI\~S J ~! t -....-... 0-.-0 .. !f!:---~_ '----- 0-1 @ ~ ~V.lS ~~ t \ " 0-2 ~ a~ O.lH.lI1lS "- L 4 1'f': " 9 n l/', 28043'53"\ ,,\:_m'i\ ,'..m, :!; -f'{~iI- 820 .0Ck =1""- i ~ ~ @.A .~~o--~. b __~~ '" \ ~ ~,~~13/ (j ere:'I \~ /'.~c"'- ~--,.;fi!;,::..~!.~.. ~,.l\",,'m'_._"" ~.~ ~ l . cfk. ~ Ow "'--'<_. ~ ~ ~ ~~~;~j;, ""'''0101j'' ~ ' '_:-'..j.,.;~" ,____ R = 1500.00 . . --'.- --'(-)' 0 .~.! -p,-r::- 4" SOLID DOUBLE YELLOW ...."._~ ! ~_ll_ ~"-.,-- LANE LINE (EPOXY) J 4" SOL I D WH I TE EDGE LINE (EPOXY) ~ ,Q ::::--.:::: " . ., ~ I I I I , I , I I I , I FURNISH & INSTALL SIGN INSTALL SALVAGED SIGN SIGN TO REMAIN INPLACE NOTES: 1. UNLESS OTHERWISE NOTED ALL SIGNS SHALL BE PLACED AS DETAILED ON SIGNING AND STRIPING DETAIL SHEET. 2. ALL PERMANENET STRIPING SHALL BE EPOXY UNLESS OTHERWISE NOTED. 3. ALL CROSSWALKS SHALL BE POLY-PREFORMED. 4. TEMPORARY STRIPING ON THE BASE COURSE SHALL BE PAINT. " :t= :~ \~ - : ( '~ , ~~ y, ~~-----~ r4-i --- I o' ,/ I 10, I", -t <" "r I If [. I I I I //\ \ \ \ \ - , "- I I I '-___ 1m_ I I ~ I I I ~~ I I I ," I I ill; c;-110 C-11 C-l1~! C 111 ~ C-5 le-~@ ~~ \l~,~ @ IPM-T O~LY · ON~Y! '\ I ~ n EI() ,~ Ii i I I ..:.':::c., ''\''~''',\ I:;: II mm r" ~.O I, ,I I c. i ~ ~ ~ ~~ a~~~~.H~,.~~:':~~ I j ~..."J:..m.'! . '''''. ", 1m.! ,'::,U'~\::;l""l _,i_L t',~'i'" .,'1 -,':~ ':':"~ I~ ~ :,,.,i @C-1(8 ,mmm'''! ,.,-- ,... \ dO..! S ~ ~ J~~::l ~ iii ,.),.,.. ':'._... ...._..'....'.. .' \" '.' ....io..":" -' ,,; -i\7' -- :-..:.".\: ~ ".. !!i m, .." -",,,;-- 'm ,~ ~ m ~'''''':,,'::T~,~ ~ ,1' A U '7 ..-- c' ~ft",i_" m~ @~.;. : ell elV~"_-.. "J./:~u':"--= _~ _.- ",,~..:"":"_ '''" l .'\;-~'L "I _ ~~ _ _ - m;...,~~' ''''',.,~-,- .... '" 'lc *'" lun $..1,..,.,......11_ J:~ 1- I I u.Jli~ - ' I O::;e @ n~J, -sMiTHTOW> RO I @ 0-21 I @ tp I CLUB L I If3\ 0-24 I C-5 ~ ~ ~ : I I I I I I I I I \ ! ------- ---------~-------------- ALL TRAFFIC CONTROL I I I DEVICES SHALL CONFROM TO THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. DATED JANUARY 2001. SAP. 216-101-03 STA 267+00 TO STA 297+00 SIGNING & STRIPING PLAN SHEET 47 z~ o~ ~o '" 0 0 , u '" - '" w 0 ~ . ~ 00 ~~ ~2 ~o o~ g~ ~ ~~ 8g 0 ~~ ~ ~> 2 g a:' " ~ei i'; i~ < 0 , >m ~ 0 , ~o ~ tl~ i'; 0 S~ ~ ~~ 0 -~ ~ ~ Eo-; r... 0 ..s 0Cl .:c ~ "t:l r... ~ 0 C'l = ~ 0 .S: ~ ..... .... .... ~ = C'l = ~ :5 C'l ~ :c = 0 ~ .... C'l 1:: 0 .:= .... .c =0 's ~ ~ ~~ 00 ~~ ]~ C'l 0 = 0Cl >-ON mON ~~~ ~~~ .~ ~ 4) c. ::; m C E g ~ o o on :;: 00 00 ~~ ~~ ~:e ~ ~I( ~~~ L -:J' olj OF 75 SHEETS IF'IbA~IKI[!;~ $O@[/j] [l,j]@IWINI1JOINI@ 1QJ[!;1J MU~ PEDESTAL PDLE ~OIQJ~ IfO[!;W7 SIGN FACE SEE DETAIL A @[!;1J,MIb A IID~<<:~ WO~Wl7 VAR. ~ PEDESTAL & SIGN PANEL I VAR. SI-1 TYPE "C" SIGN "z" STR INGER 1 112", TYPICAL PEDESTAL POLE STEEL "Z" STR INGER 3" X 2 3/4" X 6 3/4" (MNDOT SPEC. 3308) SIGN FACE 1/2" U-BOL T. NUTS AND LOCK WASHERS STRUCTURAL STEEL (MNOOT SPEC. 3391) IF'IbA~IKI[!;~ <i:;",IIDOINI[!;1J @[!;1J"'OIb <<~o@[!; Wn~Wl7 @!1i:'iJ",olU (WITH FLASHER CABINET ON PEDESTAL POLE) CONTRACTROR FURNISHED FLASHER AND TIMER CABINET (APPROX. 6,0' ABOVE GROUND) CONDULET 1 -5/C#12 1-3/C#12 1 -5/C#12 FROM CONTROLLER CABINET CDTRACTOR FURNISHED TRAFFIC SIGNAL PEDESTAL POLE TO FLASHER POLE MOUNTING BRACKETS AND STAINLESS STEEL STRAPS f- I o 20 I 40 f- OJ ;:/0 o T 8UR H",~IKI~~ -IID&.~IK WO!1i:\'Y17 f8 APPROX. 6.0' ABOVE GROUND d 1F'Ib.l'.l~IKI!1i:~-IF'IiR@INI'iJ WO~\W ONE WAY, 8" YELLOW LED FLASHING BEACON (SEE SPECIAL PROVISIONS) 1 1/2" RSC PEDESTAL SLIPFITTER COLLAR (SEE STANDARD PLATE 8111) S1-1 TYPE "C" SIGN ~ WITH 2-PoST PUNCHING ~ CI: W Cl ...J :::J CONTRACTOR FURN I SHED ~ FLASHER AND TIMER CABINET ~ (SEE SIDE VIEW DETAIL) ~ CONTRACTOR FURN I SHED w TRAFFIC SIGNAL PEDESTAL POLE g CONTRACTOR FURN I SHED W NOT LESS THAN TRAFFIC SIGNAL PEDESTAL BASE r 8.0' (SEE STANDARD PLATE 8122) WITH PAVED PEDESTAL FOUNDATION AS PER PLAN SHOULDER (SEE STANDARD PLATE 8112) HANoHOLE AS PER PLAN IF'ILMm~~ ~o@1NI01Nl@ 12.0' S2-1 SIGN (48" X 48"1 SEE MNDOT STANDARD SIGNS MANUAL 2 REOUIRED (SIGN NO C-l01 - SEE SIGN TABULATIONI NOTE: CONTRACTOR TO USE CONSTRUCTION METHODS THAT WILL ENSURE THE AVOIDANCE OF THE UNDERGROUND TELEPHONE CABLING, S2-P21 SIGN (24" X 18"1 2 REOUIRED BLACK ON YELLOW SEE MNDDT STANDARD SIGNS MANUAL (SIGN NO C-l04 - SEE SIGN TABULATIONJ SOP-INPLACE WOOD POLE F&I OISCONNECT SWITCH WITH TERMINAL BLOCK BELOW DISCONNECT 2" RSC RISER AND CONDUIT TO HH 3 2-5/C#12 f- OJ HH 2" R SC 1-5/C#12 o T BUR O 0 ~ " HH 1 tRSC -----------------<G7--------- -/~2---------------------------- f- SAP. 216-101-03 f- u ~ ~~ ~ '" 0 " , u '" _'" W > ~ " . . . 00 e,~ ., -0 O~ ~~ y. ~ti ~~ ~> ~. ~e, >~ .. xo >m 5~ U. ~~ ~; ~ Eo-< J.. 0 ..soo. ~~ 't:l ~~ ~ = c::> .S ~..... ~ ;.0 c;;E = ~ ~ == C':l = ~ Q :c Q.)~ ;.0 ~t:O -= ;.0 i=O 's ~ ~~ r:r.J ]~ C':lO :I: 00. >>0 N 0 0 roaN 00 ~~~ ~~ ~;;]i ~~ 15.~ ~ ~ ~ u. ::;; lil c 2 g ~ o '" :;: f't\ I " ~{Ij~~ i: ~ ' 'll PEDESTRIAN CROSSING PLAN SHEET 48 OF 75 SHEETS (Ll (W) (S) WIDTH OF WIDTH OF WIDTH OF "0 ~ Q INSIDE LANE PAINTED AREA SPACE ~ = 9' 2.0' 2.5' ~ Q - -= 10' 2.5' 2.5' - 's 11' 2.5' 3.0' r:F.J 12' 3.0' 3.0' 13' 3.0' 3.5' GENERAL REQUIREMENTS EPOXY POLY PREFORM THE ENGINEERS INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD SPOTTING. LOCATION AND INSPECTIDN. THE ENGINEER WILL PLACE NECESSARY .SPOTTING" AT APPROPRIATE POINTS TO PROVIDE HORIZONTAL CONTROL FOR STRIPING AND TO DETERMINE NECESSARY STARTING AND CUTDFF POINTS. BROKEN LINE INTERVALS WILL NOT BE MARKED. LONGITUDINAL JOINTS. PAVEMENT EDGES. AND EXISTING MARKINGS SHALL SERVE AS HORIZONTAL CONTROL WHEN SO DIRECTED. THE ROAD SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE ENGINEER JUST PRIOR TO APPLICATION. PAVEMENT CLEANING SHALL CONSIST OF AT LEAST BRUSHING WITH A ROTARY BROOM (NON- METALLICl. OR AS RECOMMENDED BY THE MATERIAL MANUFACTURER AND ACCEPTABLE TO THE ENGINEER. NEW PORTLAND CEMENT CONCRETE SURFACES SHALL BE SANDBLAST CLEANED TO REMOVE ANY SURFACE TREATMENTS AND/OR LAITANCE. ON LOW SPEED (SPEED LIMIT 35 MPH OR LESSl URBAN PORTLAND CEMENT CONCRETE ROADWAYS. SANDBLAST CLEANING SHALL BE USED FOR ALL EPOXY PAVEMENT MARKINGS. 1. THE INSTAL~ERS OF THIS MATERIAL MUST CARRY A CARD CERTIFYING THAT THEY HAVE ATTENDED A TRAINING SESSION THAT ADDRESSES SURFACE PREPARATIONS AND ALL APPLICATION REOUIREMENTS AND TECHNIQUES NECESSARY FOR SUCCESSFUL APPLICATION. 2. ALL MARKINGS SHALL BE OF THE "INLAY"METHOD UNLESS THE .OVERLAY" PROCEDURE IS SPECIFIED. INLAY APPLICATION MAT TEMPERATURE SHALL BE CHECKED USING A THERMOMETER TO MAKE SURE THE INLAY IS BEING DONE IN THE PROPER TEMPERATURE RANGE. THE TEMPERATURE SHOULD MEASURE BETWEEN~' F (ASPHAL T FIRM ENOUGH TO WALK ON) AND 118'F. APPLICATION BELOW 118" F MAY NOT GET A PROPER INLAY. INLAYS ARE NOT RECOMMENDED AFTER SEPTEMBER 15 AS THE ASPHALT COOLS TOO FAST AT THIS TIME OF THE YEAR. 1. NO PRIMERS ARE USED FOR INLAY APPLICATION. 2. DO NQT INSTALL LANE LINES ON AN ASPHALT SEAM. 3. ROLLING OF ALL THE MARKINGS SHOULD BE LENGTHWISE IN THE DIRECTION THEY WERE LAID. 4. FOR CROSSWALKS AND STOP BARS. INITIAL TAMPING WITH THE 5. TAMPING CART IS RECOMMENDED USING ONLY 45.4 kg OF MASS USE COMPACTION ROLLER TO EMBED (INLAY) MARKINGS INTO PAVEMENT SURFACE. USE MINIMUM SPEED AND WATER ON ROLLER. DO NOT USE VIBRATOR. IF MARKING BUCKLES OR DISTORTS SEVERELY IN FRONT OF ROLLER. MAT TEMPERATURE OR ROLLER SPEED MAY BE TOO HIGH. EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS AND AT PRIVATE ENTRANCES IF THEY ARE CONTROLLED BY A YIELD SIGN. STOP SIGN. OR TRAFFIC SIGNAL. THE BREAK POINT IS TO BE AT THE START OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES OR CROSSWALKS. A TOLERANCE OF 1,/ OVER OR UNDER THE SPECIFIED WIDTH WILL BE ALLOWED FOR STRIPING PROVIDED THE VARIATION IS GRADUAL AND DOES NOT DETRACT FROM THE GENERAL APPEARANCE. BROKEN LINE SEGMENTS MAY VARY UP TO 6" FROM THE SPECIFIED LENGTHS PROVIDED THE OVER AND UNDER VARIATIONS ARE REASONABLY COMPENSATORY. ALIGNMENT DEVIATIONS FROM THE CONTROL GUIDE SHALL NOT EXCEED 2". MATERIAL SHALL NOT BE APPLIED OVER LONGITUDINAL JOINT. ESTABLISHMENT OF APPLICATION TOLERANCES SHALL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO COMPLY AS CLOSELY AS PRACTICABLE WITH THE PLANNED D I MENS IONS. THE EPOXY MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENT CLEANING. GLASS BEADS SHALL BE APPLIED IMMEDIATELY AFTER APPLICATION OF THE EPOXY RESIN LINE TO PROVIDE AN IMMEDIATE NO-TRACK SYSTEM. AN EPOXY RESIN LINE 4 INCHES WIDE AND 15 MIL THICKNESS (WETl. REOUIRES AN APPLICATION RATE OF (1) GAL OF COMPONENTS FOR 320 FT OF LINE. GLASS BEADS SHALL BE APPLIED AT A POUND PER GALLON RATE SUFFICIENT TO ACHIEVE AN ACCEPTABLE NO-TRACK SYSTEM. OPERATIONS SHALL BE CONDUCTED ONLY WHEN THE ROAD PAVEMENT SURFACE TEMPERATURES ARE 50'F OR GREATER. PERMANENT PAVEMENT MARKINGS SHALL NDT BE PLACED OVER TEMPORARY MARKINGS. IF OVERLAY APPLICATION IS SPECIFIED OR AUTHORIZED BY THE ENGINEER 1. TEMPERATURE REQUIREMENTS MINIMUM AIR TEMPERATURE 60'F (16'C) AND RISING MINIMUM PAVEMENT TEMPERATURE 70"F (21"C) AND RISING MINIMUM OVERNIGHT TEMPERATURE 60"F (16"CJ AND RISING 2. SURFACE PREPARATION A. ASPHALT-LESS THAN 11 DAYS OLD 1. ALL - SWEEP OR BLOW CLEAN 2. 0 - 3 DAYS OLD - NO PRIMER 3. 4 - 10 DAYS OLD - STAMARK- SP44 ONLY 4. 11+ DAYS - STAMARK'. E44 OR SP44 DEPENDING ON APPLICATION. SEE MANUFACTURERS SPECIFICATION 3. OLD MARKINGS A. DO NOT APPLY OVER PAINT. EPOXY. OR THERMOPLASTIC UNLESS VERY WELL WORN AND WELL ADHERED TO THE ROAD. OLD MARKINGS MUST BE AT LEAST 751.-801. WORN AWAY B. GRIND OR SANDBLAST OLD MARKINGS AND SWEEP OR BLOW SURF ACE CLEAN C. APPLY REOUIRED PRIMER 6' MIN~ ) - - - - L - - -- I NOTES 1. PAINTED AREAS TO BE CENTERED ON CENTERLINE AND LANE LINES. 2. A MINIMUM OF 1.5' CLEAR DISTANCE SHALL BE LEFT ADJACENT TO THE CURB. IF LAST PAINTED AREA FALLS INTO THIS DISTANCE IT MUST BE OMITTED. 3. FOR DIVIDED ROADWAYS. ADJUSTMENTS IN SPACING OF THE BLOCKS SHOULD BE MADE IN THE MEDIAN SO THAT THE BLOCKS ARE MAINTAINED IN THEIR PROPER LOCATION ACROSS THE TRAVELED PORTION OF THE ROADWAY. 4. AT SKEWED CROSSWALKS. THE BLOCKS ARE TO REMAIN PARALLEL TO THE LANE LINES AS SHOWN. - S I 1 -1. _ W - _1 II 1.5' MIN DISTANCE MARKINGS FOR PEDESTRIAN CROSSINGS SAP, 216-101-03 g ~~ e. or 0 ~ U ~ x . " 00 fu~ "z "0 o~ ~~ ~. " ~~ z il" ~~ <" IO >~ S~ ~ o. 6~ ~ < "~ !l!~ ~ I W o ~ w ~ ~ ~ z 0 ~ ~ ~ X N 0 0 ~ 0 ~ ~ ~ -0 oS 00 ~~ = :; ~ .~ ~ Jaoa( ="E~ :; = " ,.Q~~ ~t:O ~=O ~~:s: ]~ c:o ::t 00 >-0 C'.l 0 0 mON 00 ~M~ ~ ~ a~ :R ~ ~ ~~~ ~m 15.~ ~ ~ &. ~ ::; III c c !< c o ~ o '" :;;: "'" I " ~~~~ L. ~, 'll STRIPING DETAILS SHEET 49 OF 75 SHEETS TYPE II CII & II DII POST RISER POST LATERAL BRACE T 2-%" STAINLESS STEEL BOLTS WITH NYLON INSERT LOCK NUTS PLACED IN TOP AND BOTTOM HOLES. z ~ 2' N ~ J I z 2' STUB POST co ~ 3.5' 1 II U POSTII SPLICE o u STAINLESS STEEL WASHER AND NYLON WASHER (T=~2" MIN., 1.0.=%" MAX.,O.D.=1'8" MAX') %" STAINLESS STEEL BOL T WITH NYLON INSERT LOCK NUT. II U POST II MOUNTING TYPE II (II SIGNS Revised 6-18-99 I I LIS" ---: ~L\5"~10C I C 10 C II U II U II l J If H 31 TYPICAL TYPE II (II INST ALLA TIONS STRINGER POST II "--PANEL II LJ TYPICAL TYPE II DII INSTALLATION NOTES: L USE 31* STUB POSTS, RISER POSTS, STRINGERS, KNEE BRACES, LATERAL BRACES AND KNEE BRACE STUB POSTS. ALL SHALL CONFORM TO MN/DOT 3LlOL 2. FOR TYPE" 0" SIGN POSTS LENGTHS AND SPACINGS, SEE SIGN DATA SHEET. 3. TYPE" 0" SIGN PANELS SHALL BE BOLTED TO STRINGERS AT 2Ll" MAXIMUM INTERVALS IN ACCOR- DANCE WITH TYPE" 0" STRINGER AND PANEL-JOINT DET AIL (SEE STANDARD SIGNS MANUAl). Ll. MOUNTING (PUNCHING CODE) FOR TYPE "C" SIGN PANELS SHALL BE AS INDICATED IN THE STANDARD SIGNS MANUAL UNLESS OTHERWISE SPECIFIED. II LJ 5. ALL RISER (VERTICAl) "U POSTS" SHALL BE SPLICED. DRIVEN STUB POSTS SHALL BE AT LEAST 7' LONG. 6. USE ST AINLESS STEEL 716" BOLTS, WASHERS, AND NYLON INSERT LOCK NUTS AS SHOWN FOR ALL GROUND MOUNTED AND OVERHEAD MOUNTED SIGNS. 7. ST AINLESS STEEL WASHER WITH SAME DIMENSIONS SHALL BE PROVIDED BETWEEN ALL NYLON WASHERS AND BOLT HEADS. 8. BRACING STUBS SHALL BE NO MORE THAN -4" ABOVE GROUND AND EMBEDDED AT LEAST 3'12'. 9. A-FRAME BRACKET SHALL BE STEEL CONFORMING TO MN/DOT 3306 AND GALVANIZED IN ACCORDANCE WITH MN/DOT 339"1. 10.COLLARS SHALL BE USED TO SHIM OVERLAYS AND DEMOUNTABLE LEGEND AWAY FROM PANEL WHERE INTERFERENCE WITH BOLT HEADS IS ENCOUNTERED. MN/DOT 3352.2A5. 1L 2 AND 3 POST TYPE" C" SIGNS SHALL BE REINFORCED WITH AT LEAST ONE LATERAL BRACE. INSTALLATIONS WHERE THE TOT AL PANEL HEIGHT IS 60" OR MORE SHALL HAVE TWO LATERAL BRACES LOCATED APPROX- IMATELY AT THE QUARTER POINTS. 12. WHERE 2 OR MORE SINGLE POST SIGNS (TYPE" C") ARE MOUNTED SIDE BY SIDE, THEY SHALL BE REINFORCED LATERALLY BY AT LEAST 2 POST SECTIONS, BOLTED AT EACH POST AND LOCATED APPROXIMATELY AT THE QUARTER POINTS AS SHOWN IN SKETCH. TYPE C & D SIGN STRUCTURAL DETAILS Sheet 1 of 3 State rioj. ~~o. Sheet No. 50 of 75 Sheets I 2A"~ I I OJ] OJ] I I I 0 o ! ! ! TWO SECTIONS BUTTED I !~ ~ 1'16" STAINLESS STEEL BOLTS WITH NYLON INSERT LOCK NUTS AS CLOSE TO SPLICE & OUTSIDE HOLES. KNEE BRACE Ht VERTICAL POST 1'16" STAINLESS STEEL BOL TS WITH NYLON INSERT LOCK NUTS SECTION A-A LATERAL BRACE OR STRINGER SPLICE DET AIL (EXPLODED VIEW) 2" / A-FRAME BRACKET :l x 31/2" X 3[/2" SHIM PLATE VERTICAL POST STAINLESS STEEL WASHER AND NYLON WASHER SIGN p(:~~~~N" LOAI" MAX" 0.0.0%" M7 STRINGER I I I I LATERAL BRACE .--tt ---- -E---1'I6" STAINLESS STEEL BOLT WITH NYLON INSERT LOCK NUT KNEE BRACE SECTION B-B VERTICAL POST o 260 i:20 (STEEL MN/DOT 3306 GALVANIZED PER MN/DOT 33941 t o u RevIsed 6-18-99 STUB POST II ()) 3.5' II J--Y , II 3.5 II Y STUB POST ()) 3.5' II yll TYPICAL II A-FRAMEII INSTALLA TION TYPE 11011 SIGNS 9' MIN. MTG. HT. ~ E.P. TYPICAL MOUNTING \'2" \;JI1I'I. I I != --=--1'16" STAINLESS STEEL BOLTS WITH = NYLON INSERT LOCK NUTS PLACED NEAR TOP AND BOTTOM HOLES. 3.5' II yll II A-FRAMEII INST ALLA TION TYPE II [II SIGNS TYPICAL KNEE BRACE SPLICE S tat e r I 0 j 0 ~~ 0, (1) OFFSET STUB POST 1'TOWARD ROADWAY RELATIVE TO VERTICAL POST. TYPE C & D SIGN STRUCTURAL DETAILS Sheet 2 of 3 Sheet No. 51 of 75 Sheets n o u Revi sed 6-18 -99 101 101 R6-1, Rl-l & (R6-3 OR R6-3a) MOUNTING ~ r12" I (t) 12" (t) 5" 5" (t) (t) PUNCHING FOR R6-1(48" xI8") ~ ~ 12"-+-12"~ t-~- + -~j - PUNCHING FOR R6-1(35" xI2") BACK TO BACK MOUNTING OF R4-7 AND W9-2 r--48"-1 I r-18"+18"-1 I " / ~ T 35" t 35" 1 . .-- 95" - -<L (WI-I, WI-2, WI-3, WI-4 OR WI-5) & W13-1 MOUNTING <L PUNCHING FOR R2-4a SPEED LIMIT TYPE C & D SIGN STRUCTURAL DETAILS Sheet 3 of 3 State Proj. No. Sheet No. 52 of 75 Sheets . ! -...."'""'.-..-.--..~- ----- . J . - - - ;--~ :::~::166: ;~ ._.95.0. . ._+__ ~ . . . , . 50 . . . . . . - - . ~ . l ;:::gt,O~ 07. .-=%0"50- . t- ='350;;77 :=9~1:":1 ~ or o 'i. u or _ or w . ~ 0 % -: "- ,. . -.....~.~.~ l =96.1 ~ 63' =%2:.03 ~%f) - 0u. . < ~ 1.0 ';:00 .:.d~ 'Q t;~ .9 "~ ~ .... ....~=:;E ~ ::= co: ~ o;Q~~ :=co:t:O -~=O "s ~ ~~ r'l ]~ co: 0 ~ 00 W(;3 ' , : : . ----:...:-:-.-- + 9.5.Q-----. DO. . ... @..... . 1 (;2. ... + . 9 6.0. .. . 50 . . . . . .. . . - . 950 >'ON mON ~~f8 J: =tz [ijcn~ ~ .~ E (; " 0. ::; ill c: 2 g ~ o '" ;;: 00 00 ~~ H ~~ ~ .ORIG.INAL. L: ~I~ ~~ ! :t STA. 162+00 TO STA. 166+50 CROSS SECTIONS SHEET 53 OF 75 SHEETS DR J'G'I I'4AL. .... ...:.OEs'LGtL.t ...~... . . . ; .1-72 . ....9.40... ...+.... . . . . . 00 . . . . , . - . ---=-- . . . . . . -~--- '935;.. . . . . . . ........---- -+-=-- eJ \iVi ..9.45. ORIGINAL ....OESI GN. E ....~... .... .1-71. u.9.40.. .. ... + ... . . . , .50 . . . . . -. - -...--..:.... .935::.: u; . ......945.... - -.,...-" f'..-.-. OR IG.I NAL. DES.I GN E ".@..1.71. ..'9~~ '..+.. . : : : : .00 : "l:l C'Il c ~ = ~ c - -= - 'S 00 940 950 :93~ '(iD'.1:0. . . . , .50 . - - - , - - . . 940 :::~::110: 940.. + . . . . , . 00 . - . . . .. . t 0> .2Kl. m :t 20 :t .m. .1.0 STA. 167+00 TO STA. 172+00 . ... ~~ " o ~ ~ u . " . ~ . " o 00 ~~ :~ o~ . ~i €i. ~~ 2~ ~e'i ~~ rm .. ~i E~ ~~ x < E-o 1..0 .soo ~~ ;~ .~ ~..... ~=~ := ~ .... :c;:l~ C'Ilt:O ~=O ~ g:~ ]~ C'IlO ~ 00 >'0"1 roaN ;0"'''' -5t.~ :g ~~i .~ 0' E '0 " a. ::; ill c: e ~ ~ o '" :;: 00 00 ~~ ~~ ~ ~IJj ~{I)~ ! ~ 'lj CROSS SECTIONS SHEET 54 OF 75 SHEETS --- ......L94.0.... (118j . ~:H HH; H9 3.5 ... . " " .,. . ,. : : :@.:1:78: i~ u.9 3.5.. .. H+ .HH. ~ . . . . . GO . . . . . -. . i - HORI-G I NAL.H L =935'.36 D~S.IGN E=935:.~5 HH u..u.H.L9 30 HHHoRlcINAL.. t...=935'.H34 DE[S:I QN ~ :=~~5:.1~ --- . . . . . ... :H..94..0 " Q 0 ~ ~ ~ u " ~ " w 0 . :- =---- - ..E1J......;.935.. ". . '> . , ''-. "-: ~ 00 . .~.. .n.z u< - - - ; .1.77 - :~ H9~5+ .. o.~ . . . , .50 . ~~ ~~ - - . , .. . 8g ;: ~~ <~ .0 '00 E~ u~ ~~ ~; ~. ~ ",,0 oS1Jl ~~ ~ = l; ~ Q .;: t::: ...... ~~~~ g:c~~ ~~t:O 's ~ ~~ rr; c.. " ]~ ~O ::e 1Jl >00 N 0 a <<ION 00 ;:M~ ~ ~ "5~:2 ~~ ~~~ ~~ ~ i ~ '" 0. ::. l:l c: 2 g ~ o '" :;;: "" I ti ~~ j.. AD. STA 172+50 TO STA. 178+00 CROSS SECTIONS SHEET 55 OF 75 SHEETS '940 i . . d :::~ .:184: ~~ . .93.5.... ...... + ..... ~ . . . . . 00- . . . . . . .. . (E)...... . 181. . . . ." + . ..9.3 5.. . 00 . . . . . . . - - . . . . ....:-::::. ". .. ...~.9.30... .... . ...................~30~. .C:~;i~5':8..f .=835,24 '" o ~ ~ u -'" . ~ '" w o ~ w ~ ~ <" i -80UUJER B lOGE 'DRivE' IO ,. ~ ~e ~ ~~ " ~[ . w~ I 0 =. :935 m'1~2' . . .. 50' . - . , - - - . aJ935 930. 940. @178. ~ + . 50 . 935 930 . .3:0. :~ STA. 178+50 TO STA 184+00 ~ Eo-< .0 ,sOO ~~ "Cl l; ~ t'l = :> Q Q ~ ~;....~ =.a=~ ~ := g .s :.c '-l ~~ .c~t:O ....i=O 's ~ ~~ VJ :g~ t'l0 := 00 >-0 C'>l 0 0 roaN 00 ~;~ ~ ~ ~6l~ ~~ .~ ~ ~ ~ g. ::; '" c: 2 g ~ o '" :;; 9:llll . ~~ 1;' CROSS SECTIONS SHEET 56 OF 75 SHEETS ...~... . . . .189 . .94.5.. .. + ... . . . . , . G0 . . . - . .. . 945~ . \iV ~....... . 185. , . . . + .. ..9'10.. . 50 . . . . . . . - . , . . - t .2' L' =9 3-9 ~ 1 8' =939.52 x " " o :;; o U ./ '" '" " " o ;; ./ E t: t I c C ~ U I .. I . ~ c. . " 00 f;~ ", .0 0;;; z'~ ~~ ~. ~S ~g .. ~~ ~~ <" IO ,m ~~ tft ~~ .~ !<!~ < E-- ~ 0 ..s 1J1 .::c ~ "l:I ~ ~ 0 C':l = ~ 0 .S: ~ ..... ..- ..- ~ = 'II = ~ i5 C':l ~ :.c = 0 U ..- 'II 1:: 0 -= ..- -= =0 .... u e ~ ~~ 1ZJ :g~ C':l 0 = 1J1 :>'ON ",ON ~,.,... ~.~:g ~cn~ -5 .!i E 8. " al ::;; al c: c: g ~ 5 o '" :;: cc co ~~ ~~ m~ ~ I"t\ I " ~~ j CROSS SECTIONS SHEET 57 OF 75 SHEETS . ..... ...m~...94.5 . l:...~~{9!,..6.5: -=949,73 ..... ..-.94.5.. " o ~ z ~ L..~94:9,.50.. -=849..57 u " ~ " w ~ 0 . ~ 00 ~~ ~z ~Q o. g~ ~. !~ i .. ~; .~ ~ '0 i: . >m ~ .... ............, 5~ ~ u. . ~~ , ~~ z -, . .... ....~.94.5-... L,,9.4.8;.97 -=949.53 ~ E-- ",,0 cSrJ:J ~~ 't:l "" Z ~Q=QZ .=: ~ ~ ~--~ =.s=~ ~ :.= ~ ~ .s:C4ol~ .c~t:O -~=O 's ~ ~~ ~ ]~ ~O ~ rJ:J .955 >-0"1 <liON ~~~ ~~~ 15 .!!f E (; " Q. ::; :ll g ~ 5 o '" :;;: 00 00 "''' ,--;- ~~ ~~ ~ K "' " o :;; o ~ ro '" ~IJj' ~~ 1";' t: ~ " Q o / E CROSS SECTIONS SHEET 58 OF 75 SHEETS @'19:S::::: . .. . +. .9.5 0 .. : 50 : ; : : : ... ..t9::45'.:::::~ .: ., " "~201 . . 940 + . .. .:..._---------- . 5CJ ~~---- '.. . ...., . . ~ ~~ ...........-9.3.5..... ...................... ~ . ...;....-~. - . . C..~~39:: 49: .=939..37 -.-:.-:-=--=-~ -.- :-.-;-.-: "'(]Rf,Gt NAl" 'l=949'.OZ" . D~S'IGN E :=949.~8 . . h.................. .......".... hh ..'9.4.5..:. . " a ~ __-t -:-........ -,... _ ""- '. . . . . ...,....,....,....~_"i5 .. _~ _ _- -- "-~"~--910k~,~ > - 0 ~. <<z <<Q ~~ ~~ "~ ~~ ~. 2~ ~~ '0 . . . . . . . . . :~ . _ _ _ . .. . ~@i . . . '@"200' "~ . .940+q . ~~ -: : ' : 5CJ : !~ L- <=94,0:.6& ....='340;'54 .... ..935q ~ E-- ",0 c.Soo .::c~ '1:l '" Z ~ = 0 Z ..9 .~ ::: ~ I-'o(....."+-II~ =$i=~ ~ := ~ o;C~~ '::=~t:O ] ~ [~ r.n c.. ... :g~ ~O ::t1 00 CE}....... . 196- ... .+ ..... ..~5~:..:. . 50 . . . . . . . .. . - - ................~..9A5..... ~g ~ g 8 ~~:g ~t; ~"'~~ ~ ~ .c :e:e 15.~ )( E 8. ;:: " '" ::;; CD c: 2 ~ ~ o 0() :;;: 945 ~I~' ~~ !; x .,. " o ;;; o U / ro U) .,. " o o / E : t: [=948';30 . t :=~:148:. 99 : t: : : :1:0: .60 STA. 196+00 TO STA. 201+50 CROSS SECTIONS SHEET 59 OF 75 SHEETS . . . . .... ..h ...... .. ...... ...... .... _ ,". :93~@'2~6.' . . . , . 50 . . . . , -. . . . 0 . . ~~ . " ... '.' .... ...-.93.0 '''...... ~ ; - ; . ....9A.5 L- <=93-8 '. 39- =938.$2 . .... ..;.930... EEJ--.... - 204. i . . . ....+.. . ...9A.o.. - 00' . . . - . - - . , . . - "--_.-.--:- -- .:- .;- ..-. ~ -E1V' . .:..:~2~:.- : :Op' : .....94.5. -:- .. ...... .....:.9!1S. .........940.... ..:...-- ---. . . . .93.5 --- . . ..w..w .'. .9 4.0 .940..... . ; L...'79.3'.9 ~ 09. . .=939-.04 ~:. \jV. ~-- ~ . KID g~ . . . ; -206 - :~ .'9~.5 ..-... +' . ~~ : . : ~ : ~(} : B ~ ~B ~. ~: it' ~ffi i~ ,. - 9j.~..~..." ~ ~ : :: '@.2o;...i! ..940...+.. : : : : : 50 : ... ..9 3.5.L. (E)"-"'- - 203. , . . - . .... + .... ...94.0 w - 50 - , . . . - - . . ; . . . @"5 ..(2F\: m: ._._~... - - - . . .204 . . .940.' ... + .... . . . : . 50 . . -. -. . t ~ : ~: z c u .. z , ~ z z c "l:l CIl Q ~ = ~ Q .... -= .... 's rLJ ~ Eo-; l. 0 oS 1Jl .:.:~ = l;~ .S: ~..... .... C;~ = :5 = == ~ :c ~~ CIlt:O ~=O ~ ~~ ]a =0 = 1Jl >00 C'l 0 0 tt1QN 00 !~~ y ~ :r:'Sz ~ ~ roU)~ ~~ .~ ~- ~ " a. ::; ill " 2 ~ ~ o on :;; 931~ . ...~ J; CROSS SECTIONS SHEET 60 OF 75 SHEETS .94.0... . ":.:...:";,..;..:'" Nt>L GN E ~..... 2~9. 935 50. _..-:------- . .. -;-.-_. .. . .. ..94.0... .. . ..m.. ...9.4.0....... @~B 935.,. 50.__-.----------~ DRIG:INtil: DElS.! GN E .9.3.0.... . ; .. . ..m ..........94.0. .......930. . ...... .........9.3.0.... t~07. 9;5..'. ~ + - Del. . _------ --- ~9 RqAO. . . . . m.:;L~ ~:_.J.;~:M&:t~~ ;..,-- -- . ...-. -- ; . ..- ...:.. ~ :....935 L ;=9 .=937.. 56: ..:930. .940 _._~~ ..:. . ? .--: .......935.:. t.; ~9 .=93 47 4 ; ...930; ....940 . . . . . . . . ........... h.....h................... ......~.. W... .. ..:2dto~.:: . , .. 945..... . _r ... .....;.......~.~...................................., ..;.- "---= ...--i- l .940.:.. - -:- -: ;..-r.<'-:-- )..>.335"" ............................ DR IGr NAl. 8Es.r GN E l. =9 4.0L 46- .=94 L 64 @ . . . . . . . . ..........h....................h..._.. ..0ID.. .......;.94.0.. .:.-...:...:.-.:.-~-+_. . ...;.930. : _:_- .935 l =93:6L 55: .=937..38 . ... ... ....m. .m ..'33 0 ; · ...940.: ....@j. ;~ -- E1J......... . . . . ~;3~~ --@ l =93.6,92. =9 37.S3 .. . ~ ORIGiNAL. l ~938LO~ ..Q8SJGN...~. .....""9.3.8:~..[i O. 20. .1:0. t: 930. .10. ; 4:0. 50 . . . . . . ................................" . ! . ~ ........,--:--:- . ...;.....@0@....935. . . . . . . . . .... ................................ -:- m; ::::.i.93D .. ..:~.:.:30,' 7.:. ..f2IGJ.::20~,~OG...::.:.- 9.35... \iV ~ ..;~__-o- -- . ..-< .930. ; .60. ; .7(l. .7(l. .60. -----+ z z. 0" .0 ....................... ~ ..:.94.5 9'Q~ ' :.. ......u..u....u.! uuuw. ..u...93.5 .......940 ~ 00 ~~ ~z ~Q o~ ..... ~i ~!l~ . .r- <. . . . . . . . . . . . . . . . . . . . . , . . . . , . . . . , . .(1A,,"-' . . . . . a~.L.' ~,.~..=..=.::.)~..~..~..=".T..-..~ ,... ..'t... .. . ... 9AS.. ...;.. STA. 207+00 TO STA. 212.00 CROSS SECTIONS SHEET 61 OF 75 SHEETS .:.--~~v. 93.5. . . . . . ....... ...................... --c . u.OR rGIN At DES:] GN E .u.9.3.5 ; u...:.9.3.0.. 9AS.... . ..u. ...u.u.uw..L .u..w94.5. · ..:.. -t - -- ~ 9.40. 9.3Su. ..u. 9.30... uORIGIN All u=938:;19 u D8S.]GN E=939. 35 940. .. .. ... ..... oRrlGiNAL.u L =9 885.] GN E=938. 37 9AOu. ......i... .....9.3.5 '1:1 c:'l Q ~ = ~ Q - .= .................. ....... 'S r;r.; ...(iJ.. . . . . .2.11 . u940.'u +.u : : : : . OCf : _:".:g4:D~L. . 935~ KjV . . ~ "'! - - ~ ~-:--:- u.....940.... :.~210 935 + 00 .. ...u .... :m.. uu..:u....930. .5:0 . ; .4.0. l..=9 36:.78 .... =937.. 9. 2 : t: . .1.0. ; 2:0 .m. x " ~ u _ x > >- x w " ~ ~ ~ )-Il! ~ "~"h ~ ~ ~ ~~ ~ ~~ ~ N " , ~ " , ~ " < Eo-< 1.0 .soo ~~ ~~ ,~ ~ .... ~=~ :: ~ ... ;.Q~~ c:'lt:O ~=O ~ ~~ ~~ c:'l0 = 00 >ON lOON ~~~ ~~~ "5 .~ E 0 Q) "- ::; ill C E ~ :E o '" ~ "" "" ~s: H ~:e ~ "" I " ~~ j; 7n en ..955 ~950--'- \iV,.... .. .. .....m.94S' , 00;0;' " en '. --: , f2?'\ 950 \iV --- -- ..-- . 0 ~'o;" ! ....'...950.... f2?'\S4S:.:': _ __ \iVc-~:-:-:-<- . ..,. ..94.0..... oo;n' .. .~,.9AO;. \iiJ - h;n:-:~-'- . . . 950 CiI)z :3:.94'5' . 00' . . - - - , . .,.m"--940 ~950.. @'Z1Z: + . ,. , 50 ' . 945 ;;'1 940 -- ~- .., " o ~ o U ./ OJ <l) 70. .., " o ~ : ..T 60 ~n 'RIY : ., ~--;"'-~'-: 7 .'- -,---: ...".', "." .. ....,. ...,.. ,'" ._,-----:...;.J.-:. -'-~ ., , , :..-'---'= : ...,... ,.,"', - - ;..----f-. : ., ... .., -t-: , . , -~: ')n 1n ~ 1n :..[F' OR ]'G.] NAL. lJES'1 GN E : --, :rr OR I'GI NAL' .....DESJGN!'= , '-'-., m.:::n . . : . U. . l =95-1 74. '=952".34 ............ i~ O.~ L' -949 48' ,=~jU Utl ')n . ....... ~ .. ........,... . '':-'' :- =-:"". ,n RJW ,..' ..,. '1J:'::::--::~..:../""" II .'.... ..,'" . OR GI NAL L =947 51' DESI GNE=94 ~.,.9 - JJI OR IG'I NAL DEtSIGN E 20 w . -07 If", , . = ;/" u. , -,:, ~' 10 7 ..; Of'dGINALl DESIGN E ,=946, 49 .. .......;...... ..........i......., -IT "(JRIGINALL '. =943. ~3 DESI GN E=944" 78 .... ..............;.... ... :> i]: ; ---+----' =--. -:,-: 50 :"1'0. R!W .30.. ...,..-~? ....... ......... : L =94,1 99 ="9 4 3 :1 1 ~ 1:0. ... _----:~- ----: _./'-:-- ....L.: ~n 10 7n rn ..... . 955 . - - :-'-;-'- - - ~ ?. == ... ... .. ..95D' ..ffij '....9.45,L.. i ,.95.5 '~'/- ~950'---m .. ... \iiJ ....... i ...945 ;;.~~'''''--''='~9.5 Qr''-'':''''. ....-- ---:./ T ........~ i \jV ", ..945,. 9~.6. : ,,95.6 ...... ---: "(1)'" ,.'....:., 251t: .. . . m.. ........' ....... 945 i i ; .940.... .; ........, 950. !./ ~ ~- -- - -- :- -- - - - i 945 CiI)'2H .' ., + 'co' , 940 .950 940 .20 : ,RY:W:4,n, ,3,0.. .. iU. 50 , .60. .70 7n r:n "n ~n 7n Rlw '.. ,m ..' ; 9.70... ....... ". ')n . n - -- i==..:.I.:::: ;::"':::"" _ _ '. :... . -.- --..: .... (2[8'\ 965 \jV ..L96.o:.. . '.S7.o r. . n .. . .... ... :~ OR GINAL, L =96-7 93 BE S' GN E '=968',36 ' tID2~7': 965 ---0-..:...:..1.-:------- . . :tC' - - ~ .,.. :- - - - - . . .. .....960.,. . ..... .........1..... i @)17.__-----o-.,--.:.:.-'------ + - - :1i6:D , CO . .:'965. . IT ' DR LGI NAL, ,.,. .... DE S IGNT . ....1.. . .... .... .. ......... ......., . .L955.'. ;965. . .,.Ii .. (jID___~6~-_---_ ' ........;955 ; m- .... .(.... ......;.. .. .......L9.60. MARSH POINT DRIVE EF OR 1 GI NAL, BESIGN E , ......!... . n: u: L, =96-"1 8 B ....=::10'" l =961 =962', - fl - -~ U. 81- : - ,- - - - - - - - - - - It-P ,..---- - '.' , : DRIGINAL DESIGN E . 0,,-0; oo;n' . 960 ~--:1i5-:S--'-'----~-- - \3V: 7.0 950 .................... :RW . .60. .5,0. .4:0 .3,0. [f , J .. .. .. OR LG.l N.AL...J L _0 "'0 -; () . miSl GN E=859, 7 : . : IT ' b8JelN AL D8S.1 GN E 2.0 La , 'On ...,.. . .. :.-'-'-,-' .:...- ';{n IRI/W. ...... .... .. ~.. .n en en 7n -----.-~~----~ ~ ... .L965~!; .......... ., .... ................. i ..... T ;..976' '0 C:.iI . . .... ... ...970 - ~ ~ ~ ~ c ~ 3 a ;:;;.. 0 ~~~ ~ ~~ ~~ u ~ ~ ~ : : , : : : : , : : : :~. .2.17: !;~ ~ ' , .. ..9,6.5,.. ...... .+....... -z: > ~ \.1 w ~ .--~.~::C"=:;::~~:-_ . 50- . 5~~ ~ ~ . . , . . . . ; . . . . ; .. . ~g~~~ ~ . i:~; ~ ~ : ..... 9.60... !!ij ~ i I 965 ~~<~ ~~2~ ;;g~ Q -- ----- ----------96D-~ - <<: E-< ",,0 ..soo ~~ ~=8~ ..s .S ::: ... """..........~ =.E:=~ ~ .- ~ ~ Q] 5 ~ .:=,gt:O ;<:: ~ g, 0 e~Q.> 'CJ'1 <f" 'g~ ~o ~ 00 ~,,~;>J . .... ....... . ;.....:.....:...... ~; ....... '-'- ---'-'--'-~~ ~--,-,- ..........., . ,U, L =956.92- ='957 f'1 -'- .:-'---.. ...... . 1]:---> >~ L==95A;,~3....... =954.77 ~ 1,0 ,2:0. ------- --@12 ,~~:.--~-- 945 + ;..yc. 50 ;'--' . . - - . ~ .r./ .,..~ J .TI.... _1--'": , - :'~T:'::'. :ItW, 3'0.. "1'0 . , , STA. 121+50 TO STA. 218+00 CROSS SECTIONS 50 '.95.5 ' 96.5 ... .... , "..~" , , , . ;2,16 . . ....%0.. .+ .... ~~ ~"50- . . . . i . - - - ...955. .960. ---"-,,--, ...,. (i[)216 · 9.5 5 + . . . co . .950 ....%0 : , ~55-@215 . . . . .50 . - - . , . - ....850... 6:0 70. SHEET 62 >-ON "'ON ~~~ ~~~ .C .!!f o '0 E c- " '" ::;; CD 10 ~ g :E <5 o '" ;;: gg ~" B ~~ ~ 931~ ~~ j OF 75 SHEETS --975 ._ - -:-- "'- -~~~~:r--___m~----~9~~~ Ii q -'t}o 2--- , DEliG:IN/,L L :=97:0:.82 . DES.] GN E .=872-.80 -w- . : hh . hh:hhh% 5 ; '" o , u '" _ '" w . ~ 0 0 z . ~ N . 0 , m ~ 0 , m ~ 0 . ~ z < Eo-< ",,0 ..soo .::c~ "C "" Z ~ = 0 z .e .S ~ ..... ~........~ =.s=~ ~:= = .s:C~~ ;S,gt::O 's ~ [~ VJ Q.. ., ]~ ~O = 00 :>'0 N 0 0 <<ION 00 ~~ ~ ~ ~ ~c1l~ ~~ ~ ~~ ~ " a. ::;; :g " 2 ~ ~ o '" ~ ~I~' ~~ !; 50 STA. 218+50 TO STA. 224+00 CROSS SECTION SHEET 63 OF 75 SHEETS (~) f1~-~---- - -------~ . . 9 7 5... . .................... L :=(n2~ 99. .=9H.45 : : : ~. :230: ~~ ...970....+ ~ . . . . . 00 . . . . . .. . .9.6.5'. . '.96.5.'... . I . c ~ U I I W . ~ C . . ... ..97..5 o ~ . ~ ~. . 225 - - - -. - --: - - . 0+0' 97.0 . ': . ,. z - ~ c .. ~~ ~ ~~ j ~; ;l: :- - - - -, - ~970 V2?\ . kiV ..9.75, . . '.975. ~ Eo-; ,-0 ';::00 .:c~ -e '- Z ~ = 0 Z ,s .S ~ I-i )ooI"oI(......~~ =.:s=~ ~ := ~ .s:C~~ -=~t:O -i=O Os ~ ~~ ~ :g~ ~O ~ 00 ... ..:.9.65. ... >>0 N 0 0 roQN 00 ~~ti1 ~~ 5:'5 z B (ijcn~ :e~ .~ ~- ~ '" c. :::; lli C E g :E o '" ::;: ~I~ . ~~ 1; ST A. 224+50 TO ST A 230+00 CROSS SECTION SHEET 64 OF 75 SHEETS . i .. .. ....9.7.0..... . . . . . . . . r---~~~77~~~~.~~~~~ . . EEJ~3' ~65 00 ,. . .. . ..%0....... ... .. i ...9.7.5 NAL' eN E: L' =96'7 50- :=%8:. . . . . . . . . ~.......,....,....... . . ...:~2~... ~~7.~~~..~..~~~~f=:~:~~~~.~m. . . 91.5...... ..965. .., .........:915.. .L '=9('8. DR I:C'j NAL' . . ... .m08SJCNE l . . L ;=95.9L 97. =970.57 . ~ (Z.E\gjD'-~ ~ - - - - - - -.-- - - - - - - - -.-- ~.... 965.. . .975 ORIC'jNAL' l -=970,.''11' Q ~SI(JN..I..=.nJ~l1J g, ~~O ~if):_:"':----'~~~~~--'-'-------- 50' .... .. -.. , .. ... .....96.5.. L ~911 65: =871.. :c ..............~..~ .'."..'.' ,..........9]0...:. . . . . . . . . - ---!----....... --..<-' . . . :...9.65 .....~...@i)..... . . ...... ...............96.C) .975 ,... ....~.. 970' 2';2 ______ 50 . . '. .~ .- .....955; 9.60... . . . . ....... ... ... ............. 955... . . . . . . ............. ........ ....h."..... . --: --:- -;.. -9' .5-.0.-.....'-- '-'-' -' . :::-..::-::-..,.,...._... ./. / ./ ~ .%0. ~..... .. .235 " .' . , . +- _~:i5.5_________ . 50' .. ....... .. ., - .. ,. , . . . . . . ..............................................,.... .. 975. ..................!... :.--- -:- . ~ 9]0 :(i1)' 230: : . +- . -s o. . .. , . -to. .7.0. . . . . ....... ......... ......-.. 30 50. ..................L.%O. -i-:-: DR lic.] NAL' DES'fCN E l 04- '="957. 1 9.5.0 . . . . ...... ...:.................... ..i..... 965.'. . . . . eID- - C :5-'~ - - - 9.65.... @)34 :...:..:,~~--~: : , +- .960 ----- . 50' . .... , ., - -, , ......................'....955 . --.. --:- -",,- =--:..-.!- 965. ..'...9.6.0 L =9&2:. 9& '=963". t3 5 no GR m: .W Z. .R D. . . . W. ; ; . . .... - . - . . - . . . . - . - .2~]-~r<t65-+c--t- . ...........................9.60 L" =96S. 52 . u=.966:, PO , .2:0 10 <t: , . 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RI .3;0. 70. 50 " o ~ u -" > ~ " w o >~ ~Q .. ~~ ~~ ~~ !I!. >-0'" "0'" ~~~ ~~i 15 .~ E -0 " a. ::; ill c: 2 g ~ <5 o '" ; 00 00 ~c;: B :e:e ~ ~I'( ~~ 1:. 5T A. 230+50 TO 5T A. 236+00 CROSS SECTION SHEET 65 OF 75 SHEETS 7" c" ') 1 (i C;("\ .. ~" .,,, ~w . ; ........... ... ............. j qr:;n' ; : : I : ~l9' -~5._:--:--.. -===.....:-1-'-.::-- . 00 . . . , . . . . . . :tJ"".. '.. DR :G:Ir~AL: . [:lEis.I GN E O~(i' o c:: (i' ... ..... .......... EEJ. .. 238., . . + 955 _ _ _ _ _ _ .:.. _ _ _ _':;:.; _ _ "",c- . 50' ---. . .. . -- :U ' OR IG.I NAL B8s'! GN E . . ... ...95.0... .' : ...... .. .. .. ...96.0..... ...... ............ . . ~. . . . . . . - - . . . . 23.8 · . . . . . .....+ '. ..955. ... . 00' ~._._._._-_..:...:. . . . . . - - - . 1("\ c" L" 7" ')(i ., ~(i '-.-.- f- ---955---~ : : ".9.50 :J:.lW ......... ... .. 7" L" c" ~" . RJW " ') " ; 960 . ',_'_ U L ",9 ::J.b 47. =956 53 i i ...'95.0. . : ...... ..... . ; '[LL' OR EG'I NAL DgS:r GN ~ . . .........,..........................,..... L. ~9 56; '=956' U 27. (] '@0B'--" '.,...--.-.- -.- -.,..-~ 238.. .241 . -----------_~ _' .....:__ 955 -I' + 96 0 - - - -rri · '50" SO' : U : OR I.G.I NAL DESIGN E 960 SMITHT{)W'-! ANE ~.. .. "' ...L..9.7.0... ; ......... ... ............. . --err........... lF~C C C C C - - c - - ccS5S - -~ ORLG1NAL L =956 20 DESIGN E =956 41 W. , , . . . , ...,........- to'CT:"-O::~~_~_" ~ ::~C ~c IT 'OR i GI NAL' ....DffsTcN.r -- -- --_..:.--- ~ .9.5.0........ .... ..... ...... · 0 c:: (i : : ; , : .... .. (E). 2 ~ 7 '955 ' ..... . 50 :- -'-'-'- - - - - - - --'-- -- ; - ... ..ITm ORtGINAL BES'! GN E ........ .950..... .... .......... 9.60....... . .. .. ; ... ..........96.0i. '.-.-.- f-,. , .. 95.0. , ......96.0... . U l =%5 98- =956 45 . . "':"cv:" =~.....: .....: .....: - - - -~-:- - 9s5~--.--:25r:. .",. "1 .. ........ : 950 960 ... ; ....;965.. 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KiD =857- 82 n~ U' OR !,G'j NAL QgS:r QN E . '. . .....i..... . . . . . @y'" , - - - . - -. . .... - - - . . - . -~U:~~-<T- -- . --- _-955-__: 253t:: :2~e09..::c-~:r5c5-;-=,=:=:= = ~ -- L =956.18. . . =95& 53 2:0 1.0 . : .. ....u. L =95'6 8.3' =9S7.10 Cf.. 1:0 : ....... ... '95.0...: : '. .....,......%0 .~ -,-~~- '- ~ = = =~ -~ =. - ~ ~ = = =~~53~~ :. .. . .... ..950.. :",0: ,IWW: 30 "10 6:0 ; 70 50 . ~ . ~, ~ is ~ C 7 0 ~~~ ~ ~ a> ~ .. ~ ~ ~ w '" ~ ~gf:j g 8 ~~ i2 ~ ~ ~~~ ~~ '5.~ ~ ~ &. u. ::0 ill C E g ~ o '" :;: ~I~ ~~ ! 5T A. 236+50 TO 5T A. 242+00 CROSS SECTION SHEET 66 OF 75 SHEETS @...... .2<15. . . . . . .... + u 9] 0 . : 00: : : : : .. ...,....~~~ . . . . . . . . . .9lE ..2~ 8. ~~ ---------- .. 00 .. .... ....... . · .uuuGR}GINAlulu""968L71 . D8S'j GN E .""969:. P aR~G1NAL. L ""989~7e DEfSTGNE "=-970:;r4u u'96S! ... .. ..u.915 " " ~ ~ u " ~ " w u ~ " . < M W M m ~ z 0 " ~ ~ => " . " . ~ ~ . ~ x KELSEYDR!VE. L.u - ;gss:i6:u .=968.69 L. =969.5Z --.':"96'3:.95 ~ E-- ",,0 ':;00 ~~ _ 'C ; Z . g g ~ Z ..~ E ~ ~ ~:: "= Q:C~~ ~~t:O ]~6.~ VJ l:. .,. :g~ "=0 = 00 ...K;)-- . . . . - -246 . 32-0.... _u+.. - . . : - 00 - . - - . -. . >00 N 0 0 roON 00 ~~ i2 ~ ~ ~65~ i~ w .c ~~ ~ ~ ~ <ll a. ::; g: r: 2 ~ ~ o '" :;;: f"r\ I " ~~ f: : t: . . .1;0: -20. ST A. 242+50 TO ST A. 246+00 CROSS SECTION SHEET 67 OF 75 SHEETS 5, ~.2~B: : ~}O : :: : : n I ______ . 5(') . . . . . . . . . . . . - . , . . . . , - - :OR I:G:I ~AL: L ~:'17:0:. i 3: .u08SIGN Eu=970 ..68 .U 96S;u . '" 0. z ~ U '" '" . ~ 0. Z ~ u u u. u.:. . ..u.9.7..5.. :ORIG:I~AL: L ~9?:0~35: .... ...uOE;SIGN.'( .. =970.72u -~~-._-~----------~ h . . . . ,. .., . . .253. :ij . 970 + ~~ . . ... . 50 5~ - . '" . , ~~ ~: .... ... .h. . . .....". a:;S i! ~ ~ ~ .. .... uu.. u .97.5, . . N 0. , ~ 0. , ~ 0. . . .. u...u965, . ~ E-i ""'0 ..srJ:1 ~~ . "Cl ; Z . ~ ~ ~ Z ..... p:.: := .... ~ =..:'9 =~ ~ := e'll .s:C~~ .=e'llt:O ....'f=0 's ~ ~~ tI) ]~ e'll0 = rJ:1 .: . .:uu..97S ....w... . . . . . .252 . .:.:.~IP_ ..+... . . . . , .00 . . - - .. . . >.0 N a 0 nlON 00 ~;~ ~t; :;:.52 ::i:.; (ij(/):!: ~~ .~ ~- ~ " 0- ::;; lli c 2 ~ ~ o '" :;; ORIG.INAL. u .uD8SrGN E ~I~ . ...~~ L .", . olj .w. : t: .1.0. .1.0. t: ST A. 248+50 TO ST A 254+00 CROSS SECTION SHEET 68 OF 75 SHEETS DR IG'! NAL' .DES.IGN E : : : ('ID' :260: ~~ ...96.5... ... + ..... ~ . . . , . GO . . . . . .. . . . ............................... .........._. ........ ... .....h......................_. . ...............,.... ..9.6CL!... . I C .......970. U I _ I W > ~ C ~~:-:--~-:-~~-:-:-.-;6~~ ii . .. '~5~ . ., . . , . . ;! '960;' ~. ~~ ~~ <~ "0 ,w ....9.70.. : ~~ ~~ ~~ =. . . . . ,-.. .. ...... ..... ........970..;.. ~ Eo-< ",,0 ';:00 ~~ "C "" Z CII = C Z ..9 .s: ~ .... .................~ =..s=~ ~:= CII c:c~~ ':=~t:0 .~~g,~ V'J Co ., ~~ ]~ ClIO ~ 00 -~~------~ -:--:-----: . : . '965' 2~8 .. '" 50 , '. - . >-0 N 0 0 flJON 00 IM.j!l_~ ~ ~ ~ ~~ ~JJ~ ~~ "5.!!f ~ ~ 8. u. ::; m c: 2 ~ ~ o '" ;;: t'f\ I " ~~~~ L ~. 'li . 7[). : t: : : :1;0: ST A. 254+50 TO ST A. 260+00 CROSS SECTION SHEET 69 OF 75 SHEETS Jl.a~~-:: :. ... ...... : 9.95... '..'995.~ . . . ! .. . .....EV..@i}~H~Q-=~~~~+== . . . ;;;,";;.:.;"~'--"'" ".'.""'@)';W -"'-'-:---.--:- .266. ::;~ 990 + ~ " '00 . . - . " . . .r__ ..h..../<~ : 980)... DRfCHJAL' . ....... .....oEsterLE OR I'G'] NAL' DES'[ GN E ...~9.75..; ........... .... : .... ..........; 985 .... ..:....985..) .. . . .....................:........................!.. ............. ... .................. ............ ........,.. .99.5. 08 (G:r ~AL. ..... ... D8 5r GNE DR rG'r N/l;L' 08S] eN r:: ....................; . : t: . .1{). " D 0 ~ Ii u " ~ " 0 . -< Eo-- ,-0 oS1J:J .:.c~ "'Cl '- Z C':l = C Z ,.S .:e ~ .... """"'..........~ = ..:: = ,..-:. ~::: C':l c:C~~ ':=~t:o i~6.~ 1Z:J c. ., ~~ '"g~ C':l0 ::t 1J:J ~ >>0 C'ol 0 0 mON 00 ~~ ~ ~ ~ ~~~ ~~ ... ...:: ~ ~ 'S.'if ~ E &. ... " .. ::; '" " 2 ~ ~ o '" :;: "'" I " ~[I)~~ L. ~ . 'l< STA. 260+50 TO STA. 266+00 CROSS SECTION SHEET 70 OF 75 SHEETS . . ~ . . . . : . . . . , . . . . ~~5_:___ __u_u__:~... . . . . . ; l =9a.7~Qa. '=987". ~O '. ' . . . . d . . . ~=L==='L==~~:~,:~ I' . . uu .... uu~990 .. ...... uuuOR fGINAl"l...""993~9 7 . D8SH;N E '=994'.29 . . . . . . . . . ..".... ....... ................. ... .... ............... '" ........ .. . ....... ... ......... '986L x o ~ . ......99.6. u ..x . x o " -'-'--:_~---~:-:-:_:-~~-':'-~:~~si-~'211: !; . . '" .. ..... . 50-' ~~ g. . , " ~~ ........9.8.d.... 2; .~ ;~ UUuu. u ..... '" 9.9 5.. u..uu990.. . ..9.85..: < t-- 10.0 oS 00 .:.:~ '"0 8~ ,S .~ ~ .... ~~i:~ ~ == "= ~ o:c~~ ':="=t:O -~=O 's ~ g: ~ ~ ] ~ "=0 :I: 00 ...~.... . . . : .271 . .985... ....u. + . .u. . . . . . GO- . - . . t . . - . .....u u:u.u.995. i . i :.995. >-0'" ",ON ~~~ ~~i 15 .fl?- E '0 " a. ::; l:l c ~ ~ ~ (5 o on :< 00 00 ~~ 3\3\ ..1M ~~ ~ t"t\ I " ~~ ~: :t .2D. . 't . ST A. 266+50 TO ST A. 272+00 CROSS SECTION SHEET 71 OF 75 SHEETS Ll u....u9.9D. .990.. u....u9.90 L~-,--,- . . . . . . . . -@D' W-------.---- - -- . . - . .. 2'] 5 .2 'J 8 . . . - -:- -:- - . . . 985. + -+ . 985 . , ., -. 00 00 ~.~-~-~---_._._-_. .. ! . ...;..-=- . ~~:-:-:-:-:-:~ . - : . ' : :9~5 ~;~ . . .. 'KiU ..u..u9.8D...: .98Du ...u~9.S0 .990. .. '. .... ..... .. ...u.9 9.0. . . - - . . --- - - - .... ............. KiD - -:- :- :-:- .-. -. -: -:- -:- - -:- :- :- -.- - -; 277- 985 + . .. ...... .. . 50 . . . . . . . . ....... ..,.......'.........................,.... u.......990... .;.. ; ..m...9.85 . (i) Ei~7r"~8-;-----C-~C - NA:L' ON ~ . . . . . . . . . . . . . . . . . . ,. . - , . . . ...._-;-------;.---- L' =986;. n =987.08 u....9s6 . ... ... '. ..9.80). .9.9.0 . u....9.90. ~._-_._..- .2 'J 7 . -c -:- -'- -:- :- :- . "1 +. '.u. .9.85 ...... \. . ::.:(} ,) ; - - . . :- ':::'::.: ::'::. ~77' - - - -:- - - - -: - - - - :- - 383- + . . - - . . . - ... . . . 00 L =986.3D =986'.40 NAL GN E ....9.s6.: ...u990.: ~~ :~:_'_:~ ~~~ _ __~'_~8~(iD216 . .. ...... .. 50 . -, ... I . . . . I' .' ...... ...............;...... .u... ...:...u980.: ....9.9.0. . ! - __~_ . : -: '. : "9~5 (iD16 . -.------------ 00 . .. . .. .:..9.8.6 . om ......-,.... ~~ ~[ ~; '" " , u - '" . ~ '" " ~ 00 ~~ :5 O. ~f ;! ~~ <~ IO ~ ~ "0 ~ = Q .E ~~ ~:= o:.c - ~ ;S.c .- ~ e~ rr., ~ Eo-< -0 .;:rJ"l ~~ :;~ ~~ C;~ ~ ~Q 'to =0 ~~ ~~ ~O ~ rJ"l >ON ",ON ;OM'" ~:~~ :E ~Z liiCl)~ 't: o E 4l ::;; c: o '" o o "' :;;: g g' !1~ :ii:ii ~~ ~ .!!f 8- .. .. c: c: ::E g ~I~ i~ ~~ I -.:..~-=-...;...........~ -~~~~._._._-~ ~~ . . .. . '985 .218. ~~ . . 00 . ORr:GHJAL' L =98'5~4a ........m....'..DEST<;;N..E:......~~$5: b3 ..~9.8'O...!.. r o u .. r > ~ r w o . . ............-.............. ......, ......9.9.0.. · .. '98cL . .. ..... ....... kID -'-----:--:--:-:-:-:-.-.--:-:---:--:--:.-.985~ 2l7. .. "" .... . " 5Q- , '" ... ......~9.9'O .... ::-:3~:-~:217: . . . . : . 00 . . . . - . . - - ~ f-< ...0 oSr.t:J. ~~ "Cl ... Z ~ = 0 Z o .S: ::: """ ~~....~ ~ a ~ -s,.Q5~ ;s~t:o 's ~ ~~ r:rJ C. .... :g~ ~o ~ r.t:J. ~~:~:_'_:~ ~ ~~ ~ ~ ~~ _'~8~~2l6 . .. . . . . 50 ., .. 1.... . . 980 0J)......... 273. ....:....:._ + 9:85 - ~ . : 00: . : : : : : : : : >-0 N roaN ~~~ ~~~ "5 .!!f E 0 ~ g- ::; .. c: 2 g ~ o '" :;;: 00 00 ~~ H ~~ ~ : : . . . : : . :. , :9~5 ~2l5 . -._- - - - - '--- '---'- -'_ _...:...:. _.. SQ- . ,. .. . ,. , ~I( ..~ !:. .20. :t :t ; .60. STA. 272+50 TO STA. 278+00 CROSS SECTION SHEET 72 OF 75 SHEETS W.... -" 215 985' . 00 _____~______~~__- . .. .... ........ ~ ." .R! . . .-.-.~-"'-"""""",,- . . . . . . 'ffij' W-------.---~ . . . . . . 275 -27 8 .. - - - . 985 . + + 985 . ... 00' 00 . -_._--~~ . . . L ~98f. zi .=887..65 ~ - -.-._- - - ~ - ~ ~ ~'-'-'- -~. ~~ . .. .... .... .. 9 8 5 2: 8. ~~ . - .... 00 . .. . '..~99d. 990... . . . j .. ....~9BO. ORfC1NAL' l ~985~40 OEsJCNE:. ..~985..D:r . . ...~98d. . ..~ 980..' . ....98..0.L . z o ~ u z _ z . ~ 0 .990.., .................'.... ..990... .'.980: .' g~i :5:1 0," ~I ~~ :(.: .a:" ~i gg n ~ . ..............,....~ .-,- - - - - -:- -:-:- :-:-.-.-. -: -: -:- -:-:-:- :-.-.- - -; .277 . 985 + . .. .. . .... .. . 50 , "'. . o , ~ o , o .....r1~... . . . . . -2-77 . -:::-.38:5::-...+ ..' . . . . . . 00 . . . . . . - - - ~ ~ J,.,O oSr.iJ. ,.:;c~ "Cl J,., Z ~ = 0 Z o .S: ~ ..... ~~~~ S:C~~ ~~t:O 's ~ ~~ rr., c.. " :g~ ~O ~ r.iJ. .990 CE). 213 · 9J3,5. . 50' ... .. ... >-0'" mON ~"'... 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Ql en :::;; en C E ~ ~ o "' ;;: I"t\ I " ~~ j: OF 75 SH~ETS I . . ..us.so..... . -- @ . ..;:---~---.- 2~3 -985-'-' ...:. .., 00 .. .. . . , , , , - c:; . . ; .;.? '.d8TeTNi'\Lu TU:;~8.8t:59. . DESI GN E .=988. Y6 . . . . . . . . ........ ..........h................_.... --- 995 ---- --- 985 . . . . . ...;.....:-.;.---' DR IG'I NA:L' 'uDESLGNt 1,0 : t: .2{) . . . . . '<iV' . E1D' .. . . 292. .285.. .. ....-+:.... .. .. ..u+u ...... : : 5?: : : . ~a' : : . . -'-- lo:=98.~,41 .=989.83 .......(10. . .:...' . . :__ . 2<;J2. . u:<39:0::, . + . . . . . , . . . '0.0.' . . . . . . . .. . . @'" .' .2;~.. ..:.u . . 0.0. . . . . .. ..' 9.8.5 ..u985..: . . . - . . . ............ ...".~..... . . . . . . .u...995;.. . . . - - . f3E\.: \]V: 9.85... ::.: '(1)91 --------:--g.3f)--- + . . . .. 50. , . , L=99Q;..33 .=990.. ~8 ----:-.-.~--: L =99'a~32 =990..131 . 985..: .995 ..995. : 99.0 . . ...... .(it)... .--.-.-i - - . 290.. . ...9.90.. . + .... . . .. ... SO. . . - " -.. ,.. ~. 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