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2004-04-01_CSAH_19_IMPROVEMENTS GOVERNING SPECIFICATIONS MINNESOTA DEPARTMENT OF TRANSPORTATION COUNTY OF HENNEPIN DEP ARTMENT OF PUBLIC WORKS TH~ 2000 ~OITION OF TH~ MINN~SOTA O~PARTM~NT OF TRANSPORTATION .STANOARO SP~CIFICATIONS FOR CONSTRUCTION. ALL TRAFFIC CONTROL DEVICES AND StGNING SHALL COMFORM TO THE MN MuTeD INCLUOING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. OAT~O JANUARY. 200'. ALL TRAFFIC CONTROL OEVICES SHALL HAVE RETROREFLECTIVE SH~ET I NO. INDEX HENNEPIN COUNTY PROJ. NO. 9821 SAP. NO. 27-619-18 GRADING, SURF ACING, STORM SEWER, SANIT ARY SEWER CONSTRUCTION PLAN FOR WATERMAlN. SIGNAL, SIGNING, AND APPURTENANT WORK DESCRIPTION TITLE SHEET GENERAL LAYOUT ESTIMATED QUANTITIES QUANTITY TABULATIONS EARTHWORK TABULATION & SUMMARY CONSTRUCTION NOTES & STANDARD PLATES PUBLIC UTILITY TABULATION TYPICAL SECTIONS MISCELLANEOUS DETAILS TRAFFIC CONTROL PLAN & TABULATION ALIGNMENT PLANS & TABLATIDN EXISTING TOPOGRAPHY & UTILITIES MISCELLANDUS REMOVAL PLAN SIGN REMOVAL PLAN CONSTRUCTION PLAN ROADWAY PROFILES INTERSECTION DETAILS RETAINING WALL PLAN WATERMAIN & SANITARY SEWER PLAN DRAINAGE TABULATION DRAINAGE & SUPERELEVATION PLAN TURF ESTABLISHMENT & EROSION CONTROL PLAN LANDSCAPING PLAN SIGNING & STRIPING PLAN STREET LIGHTING PLAN & TABULATION SIGNAL PLAN CROSS SECT! ONS RIGHT OF WAY PLAN SHEET NO. 1 2 3-5 6-8 9-10 11 12 13-19 20-24A 25-39 40-42 43-45 46-48 49-51 52-58 59-61 62 63-7DA 71-15 76-11 78-84 85-92A 93-97 98-106 107-109 110-120 121-147 148-150A SOUTH OF GLEN ROAD AND SMITHTOWN ROAD S.U. 216-101-02 GROSS LENGTH 343FT 0.065 MILES BRIDGES LENGTH 0.00 FT 0.000 MILES EXCEPTIONS LENGTH ---'1.cQQ.FT 0.000 MILES NET LENGTH 343 FT 0.065 MILES NOTE: DISTANCES BASED ON ~ ALIGNMENT ECHO ROAD LOCATED ON CSAH 19 CSAH19 S.A.P. 21-fi19-lB S.A.P. 216-020-02 GROSS LENGTH 2253 FT 0.427 1.41 LES BRIDGES LENGTH 0.00 FT 0.000 MILES EXCEPTIONS LENGTH ---'1.cQQ.FT 0.000 MILES NET LENGTH 2253 FT 0.427 MILES NOTE: 0 1ST ANCES BASED ON ~ All GNMENT (Geographic Description) BE1WEEN COUNTRY CLUB ROAD S.A.P. 216-108-01 GROSS LENGTH 404 FT 0.077 lAlLES BRIDGES LENGTH 0.00 FT 0.000 lAlLES EXCEPTIONS LENGTH ---'1.cQQ.FT 0.000 lAlLES NET LENGTH 404 FT 0.077 lAILES NOTE: DISTANCES BASED ON ~ ALIGNMENT N THIS PLAN CONTAINS 154 SHEETS ALL APPl.ICABLE FEDERAL. STATE. AND LOCAL LAWS AND ORDINANCES WJL.L BE. COMPLIE.D WITH IN THE CONSTRUCTION OF THIS PROJECT. LOCATION COUNTY: HENNEPIN DISTRICT: METRO \ i TYPED OR PRINTED NAIIE: DONALD I. STERNA. P.L SIGNAT\.IlE: OESIGN ENGINEER: I HEREBY CERTII'Y THAT THIS PLAN WAS PREPARED BY lAE OR UNOER '-IV DIRECT SUPERVISION. ANO THAT 1 A'-I A DULY LICENSEO PROF~SSIONAL ENGINEER UNOER THE LAWS OF THE STATE OF '-IINNESOTA. LICENSE NUIIlER \9103 4/01l0~ DATE: TYPED OR PRINTED NAIIE: CHARLES T. RICKART. P.E. SIGNAT\.IlE: SIGNAL OESIGN ENGINEER. I HEREBY CERTIFY THAT TH~SE SIGNAL PLANS WERE PREPAR~D BV ME OR UNOER MY OIRECT SUPERVISION. THAT THIS PLAN CONFORMS TO THE MMUTCO IEXCEPT WHERE A VARIANC~ HAS BEEN GRANTEO). AND THAT I AM A OULY LICENSED PROFESSIONAL ENGINEER UNOER THE LAWS OF THE STATE OF MINNESOTA. . LICENSE NUIIlER 26082 4/01104 DATE: HENNEP I N COUNTY DATE _ APPROVED: CITY OF SHOREWCOD ENGINEER CSAH 19 DESIGN DESIGNATION E NI8 Illll ~.498.ooo DES IGN SPEED 35 BASED ON ~ SIGHT DISTANCE HEIGHT OF EYE 3..Lf.! HEIGHT OF OBJECT Q"UT DESIGN SPEED NOT ACHIEVED AT: 3D UPH STA. 111+25.05 EB TO STA. -1!2.tll9.59 EB DATE _ APPROVED: BV CITV OF TDNKA BAV 20 16.825 23.625 2363 501 7.10'/. R VALUE ADT '_[1lT 'URt 1004 ADT ".""'...., lll2. DHV lDESIClI HI. ~., o IDtREm_ OISTR. I T lH[m COI€RCIAlI SOIL FACTOR DESIGN LOAD 10 TON FUNCTIONAL CLASSIF ICAT ION NO. OF TRAFF IC LANES DATE _ EXCAVATION NOTICE SYSTEM APPROVED: HENNEPIN COUNTY ENGINEER c: '" '0 .. co <0 '" :::: '0 o U ;' o o :0 <0 '" o ~ ..... w ~ z w -' L;: A CALL TO GOPHER STATE ONE (651) ~5~-0002 REOUIRED A MINIMUM OF 46 HOURS PRIOR TO PERFORMING ANY EXCAVATION DATE _ ~ RECOMllENDED FOR APPROVAL: DIRECTOR. HENNEPIN COUNT V TRANSPORTATION DEPARTMENT "A" MINOR ARTERIAL 4 NO. OF PARK ING LANES NONE DATE _ NOTE: SECTION NUl!BERS READ FROM THE SWTM. RECD_NDEIl FOR APPROVAL: HENNEPIN COUNTY DESIGN ENGINEER COUNTRY CLUB ROAD E NIB lllll 9B4.ooo DES IGN SPEED 35 BASED ON ~ SIGHT DISTANCE HEIGHT OF EYE 3..Lf.! HEIGHT OF OBJECT Q,jJT DESIGN SPEED NOT ACHIEVED AT: STA. _ TO STA. _ SMITHTOWN ROAD E Nl B llOl 1.375.000 DES I GN SPEED 35 BASED ON ~ SIGHT DISTANCE HEIGHT OF EYE 3..Lf.! HEIGHT OF OBJECTQ,jJT DESIGN SPEED NOT ACHIEVED AT: STA. _ TO STA. _ 20 3725 5215 522 501 T.l0'/. 20 5175 7245 725 50'/. 7.101 R VALUE AOT lCLllR[NT TEARI 1004 AD T Jr.TLll< '"'' 102' DHV lllESIGN HI. ~.I o 10lRECTIlJIAL OISTR.1 T INtAVY ClJlI(RttAll SOIL FACTOR DESIGN LOAD 10 TON FUNCTIONAL CLASSIFICATION NO. OF TRAFF IC LANES R VALUE ADT ICIllR[1lT TEAR I I... ADT Jr.'Lll< lUll 202' DHV lDESIGN HR. '11..1 o IDIRECTllIHAl D1SlR.1 T IN[AVY C""'EICIAlI SOIL FACTOR DES IGN LOAD 10 TON FUNCTIONAL CLASSIFICATION NO. OF TRAFF IC LANES SCALES DATE _ Io'[TRD-ASSISTANT DIVISION ENGINEER - STATE AID: REVIEWED FOR COIlPLlANCE WITH STATE AID RULES/POLICY 50' 50' I 1000' 100' PLAN PROF I LE INDEX MAP GENERAL LAYOUT DATE _ STATE AID ENGINEE.R: APPROVED FOR STATE AID FUNDING "B" lAlNOR ARTERIAL 2 NO. OF PARK ING LANES "B" lAlNOR ARTERIAl 2 NO. OF PARK ING LANES NONE SAP. 27-619-18/ SAP. 216-020-02/ SAP. 2.:16-101-02/ SAP. 216-108-01 HENN. CO. PROJ. NO. 9821 C.S.A.H. NO.~SHEET -LOF 150 SHEETS NONE '. plotname Llsernome 3/23/2004 ,r---~""""-\ \ '--'-<~ y --. (\ ~ J 5 0' 1 DO' , .. - .. -1.," , TREATMENT I POND SEE DRAINAGE PLAN ...J"")- l!l~ ~Ol f1 "\.1} VI (0 0 ~ o 0 00 ~ o q--f' g: 0 \ _ _ _ , , I CI , ( , ; ~~ 0 0 0 00 0 0 0 0 0 " ~ 0 D D o :i \ ~~:e 1\ \. 'j: \ , \ -"'-~ -- I \ \ ~~J~ I \ \ I 1 Of O' I ! i : .: 0:'1 1,-._./,..# ~ DRAINAGE AND SUPERELEVATION PLAN ~ TURF ESTABLISHMENT & EROSION CONTROL PLAN ~ SIGNING AND STRIPING PLAN SCALE: AS NOTED H GENERAL LAYOUT STATION TO STATION ENGLISH UNITS S.A.P. 27-619-18 IS.A.P. 216-020-02 /S.A.P. 216-101-02 IS.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SHEET NUMBER TYPED lJl PRINTED NAlE: DONALD'll. STERNA. P.E. SICNATURE: DESIC~.N ENGINEER: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED B't' ME OR UNDER MY D1REeT SUPERVISION. AND THAT I A" A DUL'I' LICENSED PROFESSI0NA.l ENGINEER UNDER THE LAWS OF THE SlATE OF MINNESOTA. FILENAME: T:\01388-00\Cod\ 138Bgl-1.dgn DATE: 4/01/04 LICENSE WIllER 19103 VARIES SHOULDER 1 TURN LANE 6" SEE TYPICAL SECTIONS FOR CURB SIZE VERIF ICATlON 4" TOPSOIL. ~ERTJLlZER' SOD OR SEED 0.04 'I' -==:-=- - - VARIES ~ SELECT GRADING 7 MATERIAL 2' J I' "I / \lV) __________~ "2IH) SEE INSET "A" DETAIL A CURB AND GUTTER VARIES VARIES 2.S'MIN 2.S'MIN 'I r 'I' VARIES VARIES - - ~ ~ ~ INSET "A" DETAIL B CONCRETE MEDIAN TEMPORARY PAVEMENT 2" 23S0 TYPE MV4 WEARING COURSE MIXTURE MVWE4S03SB (PG SB-28) 2" 23S0 TYPE MV3 NON-WEARING COURSE MIXTURE MVNW35035B (PG S8-28) S" AGGREGATE BASE (CVI CLASS S plotnome SCALE: AS NOTED SIGNATURE: lYPED M PRINTEO NAlE:: user-nome DONALD W. STERNA. P.E. 1.~ ~:tf ~~~ 1~~.,tlf.~~t~ INSET "A" CSAH 19 INSET "D" CONCRETE WALK SPEC 2360 2" TYPE SP 9.S WEARING COURSE MIXTURE SPWEA440F (PG 64-341 SPEC 2360 2" TYPE SP 12.5 WEARING COURSE MIXTURE SPWEB440F IPG 64-341 SPEC 2360 3" TYPE SP 12.5 NON-WEARING COURSE MIXTURE SPNWB430B IPG 58-281 9" AGGREGATE BASE CLASS 5 24" SELECT GRANULAR MATERIAL 4" CONCRETE WALK 4" AGGREGATE BASE CLASS 5 BITUMINOUS DRIVEWAYI PARKING LOT FRONTAGE ROAD INSET "B" SMITHTOWN ROAD 2" 2350 TYPE MV4 WEARING COURSE MIXTURE MVWE45035F IPG 64-341 2.S" 2350 TYPE MV3 NON-WEARING COURSE MIXTURE MVNW35035F (PG 64-34) 6" AGGREGATE BASE CLASS 5 12" RECOMPACTION SUBCUT SPEC 2360 2" TYPE SP 9.5 WEARING COURSE MIXTURE SPWEA440F (PG 64-341 SPEC 2360 3" TYPE SP 12.5 WEARING COURSE MIXTURE SPWEB440F (PG 64-341 8" AGGREGATE BASE CLASS 5 CONCRETE DRIVEWAY 24" SELECT GRANULAR MATERIAL OVER TYPE IV GEOTEXTILE FABRIC CONCRETE PAVEMENT: 8" - COMMERCIAL 6" - RESIDENTIAL 5" AGGREGATE BASE CLASS 5 INSET "C" COUNTRY CLUB ROAD I SHOREWOOD LANE MAINTENANCE DRIVE GRAVEL DRIVEWAY SPEC 2360 2" TYPE SP 9.5 WEARING COURSE MIXTURE SPWEA440F (PG 64-341 SPEC 2360 2.5" TYPE SP 12.S WEARING COURSE MIXTURE SPWEB440F (PG 64-341 . 6" AGGREGATE BASE CLASS 5 6" AGGREGATE BASE CLASS 5 24" SELECT GRANULAR MATERIAL OVER TYPE IV GEOTEXTILE FABRIC H TYPICAL SECTIONS STATION TO STATION ENGLISH UNITS . SAP. 27-619-18 /SAP. 216-020-02 / SAP. 216-101-02/ S.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 3125/2004 FILENAME' T'\013BB-OO\Cod\ 13BBls-Ol.dgn DATE: 4/01/04 LICENSE N\IIIBER 19103 DES ION ENOINEER, I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER lAY DIRECT SUPERVISION. A.ND THAT I AM A DULY LICENSED PROFESS10NAL ENGINEER UNDER THE LAWS OF THE STATE OF' MINNESOTA. SHEET NUMBER CSAH 19 WITH CONCRETE MEDIAN AND LEFT TURN LANE STA 106+45 TO STA 108+70.54 PROPOSED R/W <t CSAH 19 WB PROPOSED R/W <t CSAH 19 EB VARIES 1.5' CLEAR ZONE VARIES 9.6'TO 20' VARIES 1 .5' CLEAR ZONE ~ VARIES S'TO 9' BLVD 6' BLVD VARIES 8' TO 14' SHLD / RT TURN LANE VARIES 2'TO 13' L T TURN LANE VARIES 8' TO 14' SHLO / RT TURN LANE EXISTING GROUND SE~NSET :----~cJ 12' THRU LANE 2' 12' THRU LANE PROFILE GRADE - 0.02' /'_ 0.02'/' /,'" 4w-..... ...-- [4" TOPSOIL. SOD OR SEED 0.04'/' -- 1'4 -..: - ~L!2.PE --- B624 CONCRETE CURB &. GUTTER 0.02'/' - 4" TOPSOIL. FERTILIZER. SOD OR SEED W/MULCH RETAINING WALL SEE RETAINING WALL PLAN CONSTRUCT CONCRETE WALK UP TO FACE OF WALL SEE INSET 0.02'/' - ...... / --~--~----- SEE DElU, :T- "0" SEE SEE INSET "A" CSAH 19 WITH PAINTED MEDIAN STA 104+77.04 TO STA 106+45 PROPOSED R/W cf CSAH 1 9 WB PROPOSED R/W cf CSAH 19 EB -1 VARIES 1 .5' CLEAR ZONE VAR IES B'TO 14' SHLD / RT TURN LANE SHLD VARIES VARIES 1.5' CLEAR ZONE VARIES O'To 9.6' PAINTED MEDIAN 5' BLVD EXISTING GROUND -----------~C' 12' THRU LANE 12' THRU LANE B' 6' BLVD FERT III ZER. W/MULCH EXISTING GROUND DETAIL "A" B624 CURB [4" TOPSOIL. SOD OR SEED 0.04'/' - . - 1'4 . -":_~LOPE -- 4" TOPSOIL. FERTILIZER. SOD DR SEED W/MULCH RETAINING WALL RETAINING WALL CONSTRUCT CONCRETE WALK UP TO FACE OF WALL SEE INSET PROFILE GRADE 0.02'/' - 0.02'/' ----- 0.02'/' - 0.02'/' - . .0.02'/' - "0" SEE DETAIL DETAIL "A" NOTES: UNLESS OTHERWISE SPECIFIED. THE SUB GRADE CROSS SLOPE WILL BE THE SAME AS THE FINISHED SLOPE. CD ALL UNSU IT ABLE MATER I AL SHALL BE REMOVED FROM THE ROADWAY. THIS MATERIAL SHALL BE PLACED ON DITCH BOTTOMS. BACK SLOPES AND OUTSIDE A 1:1 1/2 SLOPE DOWN FROM THE OUTSIDE OF BITUMINOUS TRAIL AND/OR WALK. @ ALL EDGE 0 I MENS IONS ARE FACE TO FACE OF CURB OR TO THE EDGE OF THE BITUMINOUS PAVEMENT. FERTILIZER. W/MULCH EXISTING GROUND Q) ALL EMBANKMENT MATER I AL SHALL BE APPROVED BY THE ENGINEER. ALL CONCRETE AND BITUMINOUS REMOVALS MUST BE DISPOSED OF OFF-SITE. REMOVAL AND DISPOSAL OF EXCESS MATERIAL SHALL BE INCIDENTAL. @ALL EXISTING TOPSOIL SHALL BE SALVAGED AND 4" MINIMUM PLACED ON ALL AREAS DISTURBED BY CONSTRUCTION AND SHALL BE INCIDENTAL TO COMMON EXCAVATION. CID SEE SUPERELEVATlON & STORM SEWER PLANS FOR PAVEMENT TRANSITION DETAILS. plotnome H TYPICAL SECTIONS STATION TO STATION ENGLISH UNITS SAP. 27-619-18 /SAP. 216-020-02 / SAP. 216-101-02 / SAP. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SCALE: AS NOTED llPED III PRINTED HAlE: DONALD W. STERNA, P.E. SIGNATURE: user" neme DESJON ENGINEER: 1 HERES"t CERTIFY THAT THIS PL.AN WAS PREPARED BY ME OR UNDER MY DIRECl SUPERVISION. AND THAT 1 AL4 ... DULY l.ICENSEO PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE or WINNESQTA. 3/23/2004 FILENAME: 1:\01388-00\Cod\ 13B8ls-02.dgn DATE: 4/01/04 LICENSE NUIlIlER 19103 SHEET NUMBER PARKING LOT 4" TOPSOIL, FERTILIZER'l SOO OR SEED W/MULCH B612 CONCRETE CURB & GUTTER plotn.ma SCALE: AS NOTED user nome 3/23/2004 SEE INSET PROPOSED R/W VARIES 5' MIN BLVD VARIES 1.5' CLEAR ZONE VARIES 8' TO 13' SHLD / RT TURN LANE B62<1 CONCRETE CURB & GUTTER @) 0.02'/' - 12' THRU LANE @) 0.02' /' - "0" ----------- " ----- DE"" .,.[-- SEE PARK I NG LOT 4" TOPSOIL. FERTILIZER'} SOD OR SEED W/MULCH B612 CONCRETE CURB & GUTTER SEE INSET "0" PROPOSED R/W VARIES 1.5' CLEAR ZONE 5' BLVD VARIES 8' TO 13' SHLD / RT TURN LANE B62<1 CONCRETE CURB & GUTTER CSAH 19 WITH CONCRETE MEDIAN AND LEFT TURN LANES STA 111+13.57 TO STA 116+12.90 rt; CSAH 19 WB rt; PROPOSED CSAH 19 EB R/W VARIES @) 0.02'/' - SEE SICNATURE: VARIES 20'TO 31' 1.5' CLEAR ZONE VARIES 2' TO 13' LT TURN LANE BLVD VARIES 13'TO 2' LT TURN LANE VARIES l<1'TO 8' RT TURN LANE / SHLD 1Z' THRU LANE @ 0.02'/' - @) _ O. OZ' /'_ ,,'" .- ..... PROFILE GRADE @) O.OZ'/' - B62<1 CONCRETE CURB & GUTTER @) O.OZ'/' - [<I" TOPSOIL. SOD OR SEED 0.0<1'/' --- 1'4 -"":_SLOp" --~ SEE INSET "A" '<- / S:.ETA:~~r~~- - - -- J SE~'SE' ~. - - - - ~c CSAH 19 WITH CONCRETE MEDIAN AND LEFT TURN LANE STA 108+70.5<1 TO STA 111+13.57 rt; CSAH 19 WB rt; CSAH 19 EB PROPOSED R/W VARIES 1. 5' CLEAR ZONE 14' 6' RT TURN LANE BLVD 20' 12' THRU LANE 1Z' THRU LANE 13' VARIES 13'TO 2' LT TURN LANE @ 0.02'/' - @) _ O.OZ' /'_ /...... ..-- ....... PROFILE GRADE @) O.OZ'/' - B62<1 CONCRETE CURB & GUTTER @) O.OZ'/' - [<I" TOPSOIL. SOD OR SEED 0.0<1'/' . - - 1'4 -....: _ SLOp" --~ SEE INSET "A" '<- / --~---::::-"'"'----- SEE ."", ]-- SE~':~.----~C) NOTES: UNLESS OTHERWISE SPECIFIED. THE SUBGRADE CROSS SLOPE WILL BE THE SAME AS THE FINISHED SLOPE. CD ALL UNSU I TABLE MATER I AL SHALL BE REMOVED FROM THE ROADWAY. THIS MATERIAL SHALL BE PLACED ON DITCH BOTTOMS. BACK SLOPES AND OUTSIDE A 1:1 1/Z SLOPE DOWN FROM THE OUTSIDE OF BITUMINOUS TRAIL AND/OR WALK. @ ALL EDGE 0 I MENS IONS ARE F ACE TO F ACE OF CURB OR TO THE EDGE OF THE BITUMINOUS PAVEMENT. 6' FERTILIZER. W/MULCH EXISTING GROUND DETAIL "A" FERTILIZER. W/MULCH EXISTING GROUND DETAIL "A" Q) ALL EMBANKMENT MATER I AL SHALL BE APPROVED BY THE ENGINEER. ALL CONCRETE AND BITUMINOUS REMOVALS MUST BE DISPOSED OF OFF-SITE. REMOVAL AND DISPOSAL OF EXCESS MATERIAL SHALL BE INCIDENTAL. @ALL EXISTING TOPSOIL SHALL BE SALVAGED AND 4" MINIMUM PLACED ON ALL AREAS DISTURBED BY CONSTRUCTION AND SHALL BE INCIDENTAL TO COMMON EXCAVATION. @) SEE SUPERELEVAT ION & STORM SEWER PLANS FOR PAVEMENT TRANSITION DETAILS. TYP€D IJl PRINTED NAIE: DONALD W. STERNA. P.E. H TYPICAL SECTIONS STATION TO STATION ENGLISH UNITS SAP. 27-619-18 IS.A.P. 216-020-02 I SAP. 216-101-02 I SAP. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 FILENAME' 1'\Ol3BB-00\Cod\13BBls-03.dgn DESIGN ENGINEER: 1 HEREBY CER'TIFY THAT THIS PLAN w.6.S PREPARED BY UE OR UNDER u.., OlRteT SUPERV1SION. AND 'THAT I A~ A DULY LICENSED PROFESSIONAl. ENGINEER UNDER THE LAWS OF THE SlATE OF MINNESOTA. LICENSE IIIJIlBER 19103 DATE: 4/01/04 SHEET NUMBER CSAH 19 WITH PAINTED MEDIAN AND LEFT TURN LANE STA 118+95 TO STA 123+40 rt CSAH 19 WB rt CSAH 19 EB PROPOSED RIW EXISTING RIW VARIES 1.5' CLEAR ZONE VARIES 26.S'TO B.21' VARIES 1 .5' CLEAR ZONE VARIES 5'TO 9' BLVD VARIES B'TO 13' SHLD I RT TURN LANE 12' THRU LANE VARIES 26.S'TO B.21' LT TURN LANE I PAINTED MEDIAN 12' 8' SHLO 6' BLVD EXISTING GROUND PROF ILE GRADE CONCRETE &. CUTTER ~' 0.02'1' - 0.02'/' -- 0.02'1' - .- 4n TOPSOIL. FERTIL1ZER. SOD OR SEED W/MULCH ~ ------- DE"" ...r- ----~ -L EXISTING GROUND SEE INSET nO" SEE SEE INSET "An SEE INSET nA" DETAIL "A" CSAH 19 WITH CONCRETE MEDIAN AND LEFT TURN LANES STA 116+12.90 TO STA 118+95 rt CSAH 19 WB PROPOSED RIW rt CSAH 19 EB EXISTING RIW VARIES 1.5' CLEAR ZONE VARIES 31'TO 26.5' VARIES 1.5' CLEAR ZONE VARIES S'TO 9' BLVD VARIES 8' TO 13' SHLD I RT TURN LANE VARIES 13'TO 2' LT TURN LANE VARIES 13'TO 2' LT TURN LANE 12' THRU LANE 12' THRU LANE 8' SHLD 6' BLVD PARK ING LOT EXISTING GROUND B&24 CONCRETE CURB &. GUTTER @ .40.02'1' B&24 CONCRETE CURB &. GUTTER @ 0.02'1' - PROFILE GRADE @ 0.02'/' - @ _0.02'1'_ ",,' .-- ....... @ 0.02' I' - 4" TOPSOIL. FERTILIZER. SOD OR SEED W/MULCH RETAININC WALL SEE RETAINING WALL PLAN CONSTRUCT CONCRETE WALK UP TO FACE OF WALL SEE INSET @ 0.02'1' - 'oJAR\E.S ~ --- '<-- / - -"--.::- - - ~- - - -- SEEDmlL :T- ) SE~NSET :-~c "0" SEE INSET "A" SEE DETAIL DETAIL "A" NOTES: ffi ALL EMBANKMENT MATER I AL SHALL BE APPROVED BY THE ENGINEER. ALL CONCRETE AND BITUMINOUS REMOVALS MUST BE DISPOSED OF OFF-SITE. REMOVAL AND DISPOSAL OF EXCESS MATERIAL SHALL BE INCIDENTAL. @ALL EXISTING TOPSOIL SHALL BE SALVAGED AND 4n MINIMUM PLACED ON ALL AREAS DISTURBED BY CONSTRUCTION AND SHALL BE INCIDENTAL TO COMMON EXCAVATION. @ SEE SUPERELEVATI ON &. STORM SEWER PLANS FOR PAVEMENT TRANSITION DETAILS. UNLESS OTHERWISE SPECIFIED. THE SUBGRAOE CROSS SLOPE WILL BE THE SAME AS THE FINISHED SLOPE. CD ALL UNSU I TABLE MATER I AL SHALL BE REMOVED FROM THE ROADWAY. THIS MATERIAL SHALL BE PLACED ON DITCH BOTTOMS. BACK SLOPES AND OUTSIDE A 1:1 1/2 SLOPE DOWN FROM THE OUTSIDE OF BITUMINOUS TRAIL ANDIOR WALK. @ ALL EDGE 0 I MENS IONS ARE. F ACE TO F ACE OF CURB OR TO THE EDGE OF THE BITUMINOUS PAVEMENT. TYPICAL SECTIONS STATION TO STATION ENGLISH UNITS S.A.P. 27-619-18 /SAP. 216-020-02 / SAP. 216-101-02 / SAP. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 plotnome H SHEET NUMBER SCALE: AS NOTED TYPED OR PRINTED NAI,[: DONALD W. STERNA. P. Eo 5 I CNA TURE: useI"' name DESIGN ENGINEER: J HEREBY CERTIFY THAT THIS PLAN WAS PREPARED By LolE OR UNDER MY DIRECT SuPERVISJON. A.ND THAT I AM A DULY LIcENSED PROFESSIONA.L ENGINEER UNDER THE LAWS OF THE STATE OF' MINNESOTA. DATE: 4101104 3123/2004 FILENAME' 1'\0 13BB-00\Cod\ 13BBls-04.d9" LICENSE NUIlBER 19103 EXISTING GROUND PROPOSED R/W VARIES CLEAR ZONE VARIES 14'TO 6' RT TURN LANE I SHLD 4" TOPSOIL. FERTILIZER. SOD OR SEED W/MULCH EXISTING GROUND 4" TOPSOIL. FERTILIZER. SOD OR SEED W/MULCH RETAINING WALL RETAINING WALL plotn"me SCALE: AS NOTED user nome 3/23/2004 FILENAME' t'\013BB-00\Cod'13BBls-05.dgn 0.02'1' - \ ,,-==-- 4" TOPSOIL. FERTILIZER. J SOD OR SEED W/MULCH SEE DETAIL "A" 4" TOPSOIL. FERTILIZER. SOD OR SEED W/MULCH SIGNATURE: PROPOSED R/W VARIES II' BLVD VARIES 8' TO 14' SHLD I RT TURN LANE 12' THRU LANE 0.02'1' - _____________ ,.1 -L CSAH 19 STA 125+27.56 TO STA 127+30 ct CSAH 19 12' THRU LANE 12' THRU LANE CONCRETE .5. GUTTER PROFILE GRADE 0.02'1' - 0.02'1' - 0.02' I' - SEE DETAIL .,.r~E~5~.~ SEE INSET "A" CSAH 19 WITH PAINTED MEDIAN AND LEFT TURN LANE STA 123+40 TO STA 125+27.56 It It CSAH 19 WB CSAH 19 EB VARIES 8.21'TD 0' VARIES 8.21'TD 0' PAINTED MEDIAN 12' THRU LANE f>RDFILE GRADE EXISTING R/W VARIES 1.5' CLEAR ZONE 8' SHLD 6' BLVD [4" TOPSOIL. SOD OR SEED 0.04' I' - - 1.,/ - ~ - !LOPr -- FERTILIZER. W/MULCH EXISTING GROUND DETAIL "A" EXISTING R/W VARIES 1.5' CLEAR ZONE s' SHLD 10' BLVD EXISTING GROUND J ----~ ."". SEE 'N5ET .,. -[EE DETAIL RETAINING WALL SEE RETAINING WALL PLAN 4" TOPSOIL. FERTILIZER. SOD OR SEED W/MULCH H TYPED DR PRINTED NAIE: DONALD W. STERNA. P.E. DATE: 4/01/04 DESIGN ENCiINtER: t HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION. AND THAT 1 AM A DULY LICENSED PROFESS tONAL ENGINEER UNDER THE. LAWS or lHE STATE OF' MINNESOTA. LICENSE NUWlER 19103 "A" NOTES: UNLESS OTHERWISE SPECIFIED. THE SUB GRADE CROSS SLOPE WILL BE THE SAME AS THE FINISHED SLOPE. CD ALL UNSU I TABLE MATER I AL SHALL BE REMOVED FROM THE ROADWAY. THIS MATERIAL SHALL BE PLACED ON DITCH BOTTOMS. BACK SLOPES AND OUTSIDE A 1:1 1/2 SLOPE DOWN FROM THE OUTSIDE OF BITUMINOUS TRAIL AND lOR WALK. @ ALL EDGE 0 I MENS IONS ARE F ACE TO F ACE OF CURB OR TO THE EDGE OF THE BITUMINOUS PAVEMENT. @ALL EMBANKMENT MATERIAL SHALL BE APPROVED BY THE ENGINEER. ALL CONCRETE AND BITUMINOUS REMOVALS MUST BE DISPOSED OF OFF-SITE. REMOVAL AND DISPOSAL OF EXCESS MATERIAL SHALL BE INCIDENTAL. QDALL EXISTING TOPSOIL SHALL BE SALVAGED AND 4" MINIMUM PLACED ON ALL AREAS DISTURBED BY CONSTRUCTION AND SHALL BE INCIDENTAL TO COMMON EXCAVATION. CID SEE SUPERELEVAT ION .5. STORM SEWER PLANS FOR PAVEMENT TRANSITION DETAILS. TYPICAL SECTIONS STATION TO STATION ENGLISH UNITS S.A.P. 27-619-18 /S.A.P. 216-020-02 /S.A.P. 216-101-02 /S.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SHEET NUMBER 4" TOPSOIL. SOD DR SEED EXISTING GROUND FERTILIZER'~ W/MULCH o~ ~ . S\..O~}- - \'" - ---- PROPOSED R/W VARIES 1 .5' CLEAR ZONE 5' BLVD 14' THRU LANE 0.02'1' - CONCRETE & GUTTER 0.02'1' - PROPOSED R/W VARIES 1.5' CLEAR ZONE VARIES 16' TO 14' THRU LANE 5' BLVD 4" TOPSOIL. FERTILIZER'~ SOD OR SEED W/MULCH o~ ~ . S\..O~}- - \... - EXISTING GROUND _-- plotn"me SCALE: AS NOTED user nome .3/2.3/2004 fiLENAME: (:\01.388- OO\Cad\ 1.3881. -06.dgn SIGNATURE: -----____-===-=~ ".J SEE INSET "B" I - :,. DETAIL SMITHTOWN ROAD STA 298+51 TO STA 299+88.24 1[; SMI THTOWN ROAD 12' LT TURN LANE 12' LT TURN LANE PROFILE GRADE 0.02' I' - 0.02'1' -- SMITHTOWN ROAD STA 296+31 TO STA 298+51 1[; SMITHTOWN ROAD VARIES 1 .5' CLEAR ZONE 14' RT TURN LANE 5' BLVD [4" TOPSOIL, SOD OR SEED - "4 -...: - ~LQPE -- 0.02'1' - "A" VARIES 1 .5' CLEAR ZONE EXISTING R/W VARIES O'TO lZ' PAINTED MEDIAN 16' THRU LANE DATE: 4/01/04 O.OZ'/, - TYPED IJl PR INIED NAlE: LICENSE NUMBER 19103 6' BLVD PROFILE GRADE O.OZ'I' - [4" TOPSOIL. SOD OR SEED -. "4 - --=- ~LQPE -- EXISTING GROUND I ---------.:...-- , -L DONALD lI. STERNA, P.E. H DESJON ENGtNEEFh I HEREBY CERTIFy THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION. AND THAT I AM A DULY LlCENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF'MINNESOTA. FERTILIZER. W/MULCH DETAIL "A" NOTES: UNLESS OTHERWISE SPECIFIED. THE SUBGRADE CROSS SLOPE WILL BE THE SAME AS THE FINISHED SLOPE. (DALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE ROADWAY. THIS MATERIAL SHALL BE PLACED ON DITCH BOTTOMS, BACK SLOPES AND OUTSIDE A 1:1 1/2 SLOPE DOWN FROM THE OUTSIDE OF BITUMINOUS TRAIL ANDIOR WALK. @ ALL EDGE 0 I MENS IONS ARE FACE TO FACE OF CURB OR TO THE EDGE OF THE BITUMINOUS PAVEMENT. EXISTING RIW FERTILIZER. W/MULCH EXISTING GROUND @ALL EMBANKMENT MATERIAL SHALL BE APPROVED BY THE ENGINEER.. ALL CONCRETE AND BITUMINOUS REMOVALS MUST BE DISPOSED OF OFF-SITE. REMOVAL AND DISPOSAL OF EXCESS MATERIAL SHALL BE INCIDENTAL.. 8) ALL EXISTING TOPSOIL SHALL BE SALVAGED AND 4" MINIMUM PLACED ON ALL AREAS DISTURBED BY CONSTRUCTION AND SHALL BE INCIDENTAL TO COMMON EXCAVATION. @SEE SUPERELEVATlON & STORM SEWER PLANS FOR PAVEMENT TRANSITION DETAILS. TYPICAL SECTIONS STATION TO STATION ENGLISH UNITS S.A.P. 27-619-18 IS.A.P. 216-020-02 IS.A.P. 216-101-02 IS.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SHEET NUMBER SHOREWOOD LANE STA 600+25 TO STA 602+55 EXISTING R/W q; SHORE WOOD LANE EXISTING R/W 25' 1. 5' CLEAR ZONE 25' loS' CLEAR ZONE 6' BLVD 1S' THRU LANE 1 S' THRU LANE 5' BLVD 4" TOPSOIL. SOD OR SEED FERTILIZER'} W/MULCH 0.04'1' 0.02'1' )..~~~\..9l'j- - ( __-==_____ SEE DETAIL :]-=-' - - - SEE :E~ CONCRETE &. GUTTER BS18 CONCRETE CURB &. GUTTER PROFILE GRADE '0.02'1' - 0.02'1' - [40 TOPSOIL. FERTILIZER. SOD OR SEED W/MULCH - 7, - ~~ ~LDPt -- EXlSTING GROUND EXISTING GROUND COUNTRY CLUB ROAD STA 495+80 TO STA 499+84 EX I STING q; PROPOSED R/W COUNTRY CLUB ROAD R/W VARlES VARIES 1.5' CLEAR ZONE 1.5' CLEAR ZONE 4" TOPSO I L . SOO OR SEED S' BLVD 14' THRU LANE 14 ' THRU LANE 5' BLVD CONCRETE &. GUTTER 0.02' I' - 0.02' I' - [40 TOPSOIL. SOD OR SEED - _1:4 --~LDPt -- FERTILIZER. W/MULCH EXISTING GROUND NOTES: EXISTING GROUND SEE DETAIL UNLESS OTHERWISE SPECIFIED. THE SUBGRADE CROSS SLOPE WILL BE THE SAME AS THE FINISHED SLOPE. CD ALL UNSU I TABLE MATER I AL SHALL BE REMOVED FROM THE ROADWAY. THIS MATERIAL SHALL BE PLACED ON o ITCH BOTTOMS. BACK SLOPES AND OUTS I DE A 1 : 1 112 SLOPE DOWN FROM THE OUTSIDE OF BITUMINOUS TRAIL ANDIOR WALK. o ALL EDGE 0 I MENS IONS ARE F ACE TO F ACE OF CURB OR TO THE EDGE OF THE BITUMINOUS PAVEMENT. @ ALL EMBANKMENT MATER I AL SHALL BE APPROVED BY THE ENGINEER. ALL CONCRETE AND BITUMINOUS REMOVALS MUST BE DISPOSED OF OFF-SITE. REMOVAL AND DISPOSAL OF EXCESS MATERIAL SHALL BE INCIDENTAL. (3) ALL EXISTING TOPSOIL SHALL BE SALVAGED AND 4" MINIMUM PLACED ON ALL AREAS DISTURBED BY CONSTRUCTION AND SHALL BE INCIDENTAL TO COMMON EXCAVATION. @ SEE SUPERELEVA TION &. STORM SEWER PLANS FOR PAVEMENT TRANSITION DETAILS. plotncme LICENSE NUI1BER 19103 H TYPICAL SECTIONS STATION TO STATION ENGLISH UNITS SAP. 27-619-18 /SAP. 216-020-02 / S.A.P. 216-101-02 / SAP. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SHEET NUMBER SCALE: AS NOTED SIGNATURE: TYPED M PRINTED NAI,[: DONALD 'fl. STERNA, P.E. user name 3123/2004 FiLENAME: t:\01388-00\Cod\ 138615-07 .dgn DATE: 4/01/04 OES1CN ENCINEER: l HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY uE OR UNOER MY DIRECT SUPERVISION. AND THAT I AM A DULY liCENSED PROFESSIONAL ENCINEEIlf UNDER THE LAWS OF THE STATE OF" MINNESOTA. 4 CU YO CLASS 3 PLAN ELEVATION OUTSIDE MANHOLE WALL TO FLAT BAR = I" HOT DIPPED GALVANIZEO GRATE IN TWO SECTIONS #S SMOOTH. BAR m 4" OC EACH WAY (PROVIDE 3 31'4" X 31'4" OPENING) (GRATE IS INCIDENTAL TO STRUCTURE) PLAN .~ ~ ,,", .;.... 4' 7" .~~.: . --- --- FLOW " ~'. - . '. .. NWL .~:.~~,.~ .0 --- --- NWL ~ 950.00 ;.:.:' .~ :.:. . . , . . '. '. '. " '. '. . . . . . . . . . . . . . . . '... '... .... .... .... ... '.,"' '... . '. '. '. '. . '. '. '. '. '. .~ ~ "': ~ t.:; ..: ~ ..: ~ ": ~ ..: ~ ..:: ..:: .". 6"-1 t- 8" SECTION A-A DRAINAGE STRUCTURE DESIGN SPECIAL - 1 NO SCALE plotneme SCALE: AS NOTED uset"n~me SICNATIIIlE: TYPED OR PRINTED NAI{: DONALD VI. STERNA. P.E. 3/25/2004 FILENAME: 1:\Ol388-00\Cod\ 1388del- 5.dgn DES ION ENGINEER: J HEREBY CERTIFY THAT THIS PL~N WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION. AND THAT I A~ A DULY LICENSED PROFESSIONAL ENCINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. L'tENSE NIJIIBU 19103 DATE: 4/01/04 V2 Bl MODEL NO. 10 YEAR DESIGN STORM. CFS NOTES: 1) DESIGN OF INTERNAL PVC PIPING PROVIDED TO LICENSED MANUFACTURER BY ENVIRNMENT 21.LLC. 2) LOCATION AND SIZE OF MANHOLE OPENINGS MAY BE ADJUSTED BY LLICENSED MANUFACTURER. 3) SITE PLAN VALUES USED FOR (1) RIM ELEVATIONS. AND (21 INLET AND OUTLET PIPE MATERIALS. DIAMETERS AND INVERTS. 11 41t Dl 02 10 6 MANHOLE DIAM.. FT. ROOF OPENING DIAM.. IN. 27 27 NOTE: G.C. TO GROUT INLET AND OUTLET PIPES. PIPES CONNECTION MANHOLES TO BE BOOTED. A t GROUT FRAME & COVER (VENTED TYP. I G.C. TO SEAL/GROUT RISER RINGS AS REQUIRED BY MUNICIPALITY NOTES: 1 I DESIGN OF INTERNAL PVC PIPING PROVIDED TO LI CENSED MANUFACTURER BY ENVIRONMENT 21. LLC. 2) LOCATION AND SIZE OF MANHOLE OPENINGS MAY BE ADJUSTED BY LICENSED MANUFACTURER. llit:! RISER RINGS AS REOUIRED ROOF 972. 92! 54"0 ROOF 96S.21 30" PVC INV. 960.89 +1 . II'l 1 Ul TOP OF BAFFLE 963.14 FLOW ---;. I , ,TOP EL. FLOW . Ul I II'l 1 2" ORIFICE. NV.959.62 24" PVC INV. 957.77 FLOOR 9S4.57 SECTION A-A 12":t-l I- NOTE: SITE PLAN VALUES USED FOR (1) RIM ELEVATIONS. AND (2) INLET AND OUTLET PIPE MATERIALS. DIAMETERS AND INVERTS GENERAL NOTES: 1. MANHOLE DESIGN SPECIFICATIONS CONFORM TO LATEST A.S.T.M. C478 SPEC. FOR PRECAST REINFORCED CONCRETE MANHOLE SECTIONS. 2. DESIGN LOADING: AASHTO HS20-44 3. CASTING IS INCIDENTAL TO STRUCTU~E @ DRAINAGE STRUCTURE DESIGN SPECIAL - 2 NO SCALE H MISCELLANEOUS DETAILS STATION TO STATION ENGLISH UNITS S.A.P. 27-619-18 IS.A.P. 216-020-02 I SAP. 216-101-02 / S.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SHEET NUMBER NOTES: 1. ALL DETOUR SIGNING SHALL BE DONE BY THE CONTRACTOR. 2. LOCATION OF TRAFF IC CONTROL DEVICES ARE APPROX I MA TEo 3. INPLACE SIGNS WHICH CONFLICT WITH THIS PLAN SHALL BE SALVAGED OR COVERED. 4. ALL TRAFF IC CONTROL DEV ICES SHALL CONFORM TO "THE MINNESOTA MANUAL ON UN I FORM TRAFF I C CONTROL DEV ICES. I NCLUD I NG TEMPORARY TRAFF I C CONTROL ZONE LAYOUTS FIELD MANUAL. JANUARY 1998 AND Mn/DOT STANDARDS SIGNS MANUAL. 5. ALL DETOUR SIGNING MUST 8E INSTALLED ON POSTS t.IOUNTED IN THE GROUND. TEMPORARY H STANDS WILL NOT.BE ALLOWED. 6. ALL SIGN POSTS USED TO POST DETOUR ROUTES SHALL BE REMOVED AND THE SURROUND ING GROUND RETURNED TO I TS OR I G I NAL COND ITI ON WHEN THE DETOUR IS TAKEN OFF THAT STREET. 7. SEE SIGN DEATILS AND SPECIAL PROVISIONS FOR CONSTRUCTION SITE SIGNING AND BARRICADES TO BE DONE BY THE CONTRACTOR. ALL TRAFF IC CONTROL AND SIGNING. INCLUDING DETOUR SIGNING. SHALL BE THE CONTRACTOR'S RESPONS I Bill TY AND SHALL BE CONSIDERED UNDER THE TRAFF IC CONTROL PAY ITEM. UNIT LUMP SUM. 8. SIGN PANELS ARE IN ENGLISH UNITS. 0 9. INSTALL SIGNS 7 DAYS IN ADVANCE OF DETOUR. ~ ~~ r ~ ~lMin ew& hta ~ ~-7' / o T 111:'''' plot.n~me i 0' 800' LEGEND 11IIII DETOUR ROUTE ~ UNDER CONSTRUCTION H TRAFFIC CONTROL PLAN STATION TO STATION ENGLISH UNITS S.A.P. 27-619-18 /SAP. 216-020-02 / S.A.P. 216-101-02 / SAP. 216-108-01 HENNEPIN COUNlY CSAH 19 PROJECT NO. 9821 SCALE: AS NOTED SIGNATURE: llPED M PRINTED NAIoE: DONALD W. STERNA. P.L user-name DESIGN ENGINEER. I HEREBY CERTIFY TH'T THIS PLAN 'AS PREPARED BY "'E DR UNDER l.tY DIRECT SUPERVISION. AND TH.T I .... . DULY LICENSED PROFESSIONAl. ENGINEER UNDER THE l'WS OF THE STATE OF "'INNESDTA. :3/25/2004 DATE: 4/01/04 LICENSE NUMBER 19103 fiLENAME: T:\01388-00\Cod\ 13881c06.dgn SHEET NUMBER CSAH 19 I TRAFFIC - CONTRACTOR MUST ~AINTAIN ONE LANE OF TRAFFIC IN EACH DIRECTION ON CSAH 19 AT ALL TILES OURING THE PROJECT. - THE CONTRACTOR SHALL t.lAINTAIN THE EXISTING TRAFFIC MOVELENTS AT THE INTERSECTION OF CSAH 19/5MITHTOWN ROAD AND COUNTRY CLUB ROAD THROUGHOUT STAGE 1 CONSTRUCTION. - CONTRACTOR SHALL SHIFT TRAFFIC AWAY FRO~ THE PRCPOSED CONSTRUCTION ZONE AREAS AND RESTRIPE THE ROADWAY AS NECESSARY FOR TRAFFIC CONTRa.. - CONTRACTOR SHALL t.lAINTAIN ACCESSES TO ALL LOCAL BUSINESSES AND RESIDENTIAL PROPERTIES WITHIN THE PROJECT LIMITS AT ALL TILES. 0' 100' .~ Va \ gOo 0 i"" ~ ~ 0 \' 0 '{ ~I" I 00 " " o o ~'l,n ~/ Ii \J o : : \r--=( 00 (ry, 1\" 0 I --'-1 I{ I! I\.J~) 0 j J If Ii 0""" ,.-...::, "0 n /0')1 I "." "I I" ! I ...... ~ I I ll~ ~ 10 I '0 I J I \ ~I I '\0 r ~{,./ I III \. 1 . O! --' . , ~ '; 1 I!~........r.i ,. II ~tl /"1 1\ 1 i _, "l' ill I ;/ f,;!OVE INPLACE PERMANEPiT'~~RKINGS "RE"STRIPE WITH 4" SOLID ~OU~E YELLOW PAl " '\'\ \' . 'h "\ . 1\ \ \ i \ " , " ' '. '} t ) \. \', . ;,> :: : /' ,~' \ .' [/ \ /".:-",// - ;/ /f .~'.f ---------. // " .J~--~---::::~'":"~/I ) ') ~ < ! < J .. j STAGE 1 CONS TRUCTI ON - REt.lOVE PERt.lANENT STRIPING AND RESTRIPE FOR TRAFFIC CONTR(). AS DIRECTED BY THE ENGINEER. - CONTRACTOR SHALL JACK BOTH DEEP STORM SEWER CROSS INGS UNDER CSAH 19. - CONTRACTOR SHALL CLEAR AND GRUB THE WEST AND SOUTH SIDES OF CSAH 19 AS DIRECTED BY ENGINEER. - CONTRACTOR SHALL REMOVE THE BUILDING FOUNDATION IN THE NE OUADRANT OF CSAH 19 AND SMITHToWN ROAD. - CONTRACTOR SHALL CONSTRUCT THE SANITARY SEWER AND WATERt.lAlN AS SHOWN I N THE PL ANS. - CONTRACTOR SHALL REALIGN THE PRIVATE DRIVEWAY UP THROUGH THE GRAVEL FOR THE ACCESS TO THE CITY MAINTENANCE DRIVEWAY AT STATION 119+00 LEFT. - CONTRACTOR SHALL EXCAVATE POND AND USE THE EXCAVATED MATERIAL TO HELP CONSTRUCT THE TENPORARY BYPASS ROADWAY EMBANKMENTS. - CONTRACTOR SHALL CONSTRUCT THE GRID CHAMBER AND STORM SEWER PIPE TO THE POND CONNECTED WITH THE STOR~ SEWER PIPE CROSSING OF CSAH 19 AT STATION 110+6S. - CONTRACTOR SHALL CONSTRUCT TEMPORARY PAVELENT ALONG CSAH 19 AS SHOWN IN THE PLANS. - CONTRACTOR SHALL PROVIDE TEMPORARY STRIPING ON AND S IGNAGE TO FACILITATE STAGE 2 CONSTRUCTION. NOTE: SEE NEXT SHEET FOR ADDITIONAL TRAFFIC CONTROL ...-- '" o 1;"" z .'" !5 .. o LEGEND ~ UNDER CONSTRUCTION ~ CONSTRUCTION UNDER TRAFFIC ~ TRAFFIC CONTROL SIGN ] TYPE III BARRICADE . RETROREFLECTIVE DRUM ~ SIGNAL SYSTEM NOTES CD SIGNS TO BE INSTALLED 7 DAYS PRIOR TO WORK STARTING @ SIGNS TO BE USED OUR I NG SIGNAL WORK Q) @ COVER ALL CONFLICTING SIGNS OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS plotnome H TRAFFIC CONTROL PLAN (STAGE 1) STATION TO STATION ENGLISH UNITS S.A.P. 27-619-18 /SAP. 216-020-02 / SAP. 216-101-02 / SAP. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SCALE: AS NOTED SICNATURE: TYPED al PRINTED NALE: DONALD 'II. STERNA. P.L user ntt.me DESJON ENGINEER: 1 HEREBY CERTIFY THAT THIS Pt.N WAS PREPARED 8"1 ME OR UNDER MY DIRECT SUPERVISION. AND THAT I AM A OUl.T LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ~/25/2004 DATE: 4/01/04 LICENSE NUMBER 19103 FILENAME'T'\013B8'OO\Cod\138Blc07.dg" SHEET NUMBER o 01/ ~'r \0 \. // - g~"" }I/ 0 ~ r r-- 0:' ~ ill Ji .;~ r ~: 0 1: U { 0/\ h ~ I ! ~ 1 0 I if { ~( ~~~, ~ j-{:::~ NOTE: SEE PREVIOUS SHEET FOR ADDITIONAL TRAFFIC CONTROL DETAILS FOR THIS STAGE. CSAH 19 I -,- ~ '/ '~ linE! igt ~ II ~[]'llllllllllllllllf"U '} ! * r=t=: -------ilu.WlillLUlWW / Ic:::::>" ~ /. _ _ r' - I 4" SOLID DOUBLE YELLOW /' -L- PAINT STRIPE ~ ------- , --- ~--f: -007~. 12'LANE 1 '.\ e a:J v CONCRETE MEDIAN BARRIER 7 "\ "& ) a ROAD TEMPO~RY R~AD ~1 L.6~' ~M NT '* SEGMENT 1 I ~ ~ " -- , j '* -1------1- * I i -~\ II i, ,\~~ \\]," ,_ u_ v 1:)""""-- . _ ::::---~. ~ ~. J>:?~_ I -;7;j~ ~~Q~1~~t{~BLE YELLOW I ' PAIN1"."~IPE TEMPOJ.R::' Rd'~'~~GNMENT . SEGMEJlT l: /, j / . / ii;' j , I ,........../...'-...1 1.1 / ,J. I r!,~ '//1'" IV ! '\r'1 I.' '':::-;-rJJ \~~.I'/ \ 17... ,-' f , . ..... _ -f . --1-_. -&-_ l~~\. 'h~1 J~. :.~. I I j : /0 Ion IJ 120 LF OF TE ~Rt I 0 I 0 I ~ \C~CRETE BAR lE..~ ,'- _ _ '--1 g f._ _ .01 1/ 1,( 0 - . I I I. i:1J Ie I~ i ./ ~_ ....y~rL---- -~\ I ~ "'\ ,.I; ,J I ""'- 0 I c.J 'I 0 0 \ I ~ Y l h _;::+/lJJ/ o'--'r t Ii ~i I / f ~l.. PI! I, ( f n.. L Ir l-,_ I I !.... /')! I)- I j r I \ 0 /-- " I( ~ i\ L..Jj (' r-----, ( I T ~~ 0' 50' LEGEND .~ ~ ~ -l ] UNDER CONSTRUCTION CONSTRUCTION UNDER TRAFFIC TRAFFIC CONTROL SIGN TYPE III BARRICADE . RETROREFLECTIVE DRUM ~ SIGNAL SYSTEM NOTES CD SIGNS TO BE INSTALLED 7 DAYS PRIOR TO WORK STARTING @ SIGNS TO BE USED OUR ING SIGNAL WORK ([} COVER ALL CONFLICTING SIGNS o OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS y 0' 50' ..~ 1__1_ . I ~ )1 i ( II I oil ; I o I I d- O I I I 110 plotneme H TRAFFIC CONTROL PLAN (STAGE 1) STATION TO STATION ENGLISH UNITS SAP. 27-619-18 ISAP. 216-020-02 I SAP. 216-101-02 IS.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SCALE: AS NOTED SIGNATURE: TYPED III PRINTED NAIoE: DONALD iI. STERNA. P.E. user-nome OESJON ENOINEER: I HEREBY CERTIFY THA.T lHtS PLAN WAS fl'REPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.. 3/25/2004 FILENAME' T"013BB-00'Cod'13BBlcOB.dgn DATE: 4/01/04 LICENSE NUIIlER 19103 SHEET NUMBER ~ .....'" ~ L.r I"~ \.. \ ,~ i ..~ ogr \ \ I./"\ i UQ~ "" 0 0 ., () 0(0 '0 \-".,\,. d'l....~ rt.-'::', . \ Ii i t"'" ~I ') " l- /" " . ! 0 \ 1:1' ~ ",,,-:~< /' \!I . ., '." ,>" \ 0 .,\ ~'fPtif.. ,i'" ~ :::L.., n r ~ . )\i' y. 0'1, A 0 \.9!.. Y.a~~<:'--;~'~~ \:.-; \. 1-'\ ! ill' j ---.." i(/,;V)f)\ 0 Cr';0-/~(;- y 10 \ ~ ~(}/!~ oel ~"vjQ~, 0.. ,~--o~n~~" -~~'\\... '\ + ' _ _ _ ~ ~ i1fl { 0 o~~ 0 ~'?, ,r ~ \', ~7> ,,\~~ {. /, I '2 ".., - L \ .~ 'l .1 -\ \\,\'li~ ~ ':P"'.-\\I I :]11 d;\(n~I!~rt /) /)~~>.) ~;~~''''~'Y~;-I.,{ :---S--- I /" j\ ~~,) \-- -;;7' /p''''' ( /\ /' .v 0 ':./ ~ ~\ \ . ;' R~TROREF LECTlV~ DRUMS . ,,' \\\ 1,'(/ ~ - "'(0 0/......0':, ~\ ~ AT 50' ~PACING" --- I 0' o /~ Jt') ~ I ( .. .. '"'-0 ~ (/ /.... .... .1' 1 I : I dJ. 0/ 'J ~,Y ~~ ( ~:'< ~' - ~ - - - I \../0 ~ I ~!. ,... i 0;:-:> ni, , ~~. ~~, ~ ,-CONSTRUCT RETAINING nl \ v~ j ~ \" --=-) ~) I ~ ~I ~ -m:\~ I~~ ~ ~ WALL NO.1, \ I "J .--., ~ !! LrQ;b l~' ~ \ ~ l ~I j lu ~ ; I (0 ~~ III (I ')] \ "lE' i~\,~:TF1:'\:,~I'Mg1~T10",LTR'FFIC CONTROl I ' (~~ U "-q ~ rl....'. ~ '1!~~v!i:l:rNl() I I fJ ~ r: ~i~~;~ 0 =r;/~~/~~~~,..I~~/- ......------~) ! ( L' t- ---JI d ~- 11',<< \ I 's?;6:. A.I '0 00) 13 ~ r" O/;"';!Jil "'>':fl II t,.... - -. '~/1 i ~L l ) \, lq ~ [" :; "'. ' i i II ; \' f ~"r: ::: i!'! ~'i./ ~l ,> _.~ ~ 3 ) I. ...,4><:>.'" ~ ( b, ~L II \f ,------.....-' I -:d!- \.\v.aYrljJtfF~ :r.//:::'~y . ,:/1: ~I:~:C' ll~~~~/j! ) ~v1!'\\4~ )J \ )\ I I"I.~, r/' /:1 ~ 0, '(mj I .L~J\".n ".~ I ::: \ I a '.~" . .1' .\ ',:I v' c = l ~'?f" ~~~~': I ,: ~{~ o;~'- 'll" ~~~ . ~71:- <> \ '. ~ I'~ ;c ;i{;II' /) f" 1 " 1 :b I v I gO 0 _ _ _ ___. \ ~~_ I :J. 1[/ i=. il " ~.~~ 0 ,.. ,'" , 0 \ \ 0 ,,\ t:\ \ I l' }', " r~PI;"'<;(~~1 nr~--+~ 'i~~ ~~.~ "1'~.~ ~~..:, '~ '; j~~~:\~~"~\~' 000, I 0 1.~,.1 li ) I pyh Y , ~. ~.::::::::4": / \ o 0 0 \~ d i:" 1. -V'/ ~, : ,: . I'~ :;;-""" i ~;;'/xp./ ~ .::x ~ '/ " .:.::r C-.-J\ \. . " 0.......... ~'I' 10 r_-r 1 ';// ~//)(/.1 -- ./-' - ~- '.. '...-?~i::.:..-.!; I""":' ' 0" \ \ \ ' 0" 0 0 01 1\ f."" . ___--I ;-1: '// .{'/!:X./}\/, :.ki- _ "'.~... ,''> -L. I !'" : C " ~\\'" o , lF0f ,..:s:o" ,,0 ( ~'" q \ I: !II 1\ \- t~X I,.. . ,\ ,'~~>- Ia...\ \ ' /1 F \:[v n-- ~it-I 0 L-~l:Z( - \(" .f1~-[ 0 \ UJ~ \ J orU Vi :1 lu-r;~ ~ ~--.-- ~ 00 _'-_ .~ ~i _'-1-) II:! + Lln'~ a I\.. ~ T~~ Q~ -) 0 ~' \~~ \0 "0 ,,~o 01 1wl: r,J-)1, \!II f';~~~ ,---::;~~'-~~ -0:\ L-~.~,. r! :!i ~~. 9jli:i:~~ H~~i ~k::V-:: 00 t "\\0 00\ \ j~ ~ \L" \"I'r\ urJ)..~~~ ~ t ff.~~" ff~ ~....---u 'J (04. .J..-' .J/ r;,'.!l ~rr~ ~ \ 0 0 ~ 'l ( ~ 0 I .. .. -- .. - ~ =-- .....~, .. 151 1\ . Ii' b - - . .~71 ~ ' U 1''- () fl ~o\\" 0 //;10 0 \' (_?\~-:.::.-~~~~...Ift~ 0 'l' Lt /~l .G.. \ ~"--::::::-'L~l!,r, ,,<>.~ W '; {':f} 1 0, 10 .,/\ '..Jo 0 " f~ !'o;>g~iI 0\'.0 .' ---::::-.=-=--...~' 1'>"1 \ ~ i'" JI;;""-- - .I f; . ./'"' " (II" I t\o~o:L~R:e-Ae-:~~~::::-"'- ~o II "oj..t I' '11" I.w-..___! \1 .J....:::~I -""'. '........--00-' :i/ v:) ,'0/" if ,," 0"1 \\11 ,( ~Hf'~~W"'"'T'------ . . 'I" /: QT'" \-.......... ~ I-r!~~ ...,V"'.-o "" 00 0 ~ i,,:~\ 00 Nf' 'if fi / ,..J-l ,,~oo 0 \\: ~Cl n ~ goo.J ~I(~)I\ I ~ I. I ~. ,~~ __~-~-tf:~r--O '-CONSTRUCT RETAIN\~G-:' , '), a/!:;, 0"., ~~ '\.~ ~ ) '1' \. 0 ~ ~J/' /'" ~~ / J' 1t't"11 I -:..;;:n- ,,00 0 ...---- ~ 0 WALL NO.2,. ~ 0 ~ a I i-r--lf7 . " \'C~ /' I; "-'. ~ 0 ~~rs:Y" /'-~"I a" 00 () ....... ' 0 e::ii. Ili"~.r __~~o ~~ &\ .\ \ )\ \>> f!U f ~~ ~ ['\ \ ._ 0 _ ) II ()" ~"c:1 Ii" r/'-. \ 0 " Ir----., I / \~~ I~I r ,~ t1 . ~i~D. J ~ o. r \<~~ \\ rii (;. ~~Z~ : i M' (-.! Ii \! () ~ 0 \.., "---:\ 0 0/17 . ' II 'f 1,. - ~~ -0-,,-' ) \ \ 0 i \ .\') '0 0 I J 0 11 ~ \ I \ " I : {'" " I I ,,-, 0 u' r! 't1' B ~I' a:!:'y 0. i--l 0 \ I : ", ). I ,I 0 1 \ I'. ' I Ii \ ~\:( j )....r~~i,k ~ 'II~,~~ r!',~~' \jj/I17:'/ro' ':N" '!I~ J il \ ~~j' 1\, :" l L__ )~ i rod /Ii~' ~ ~ '\\, \t /_ ~ l i Ii Y 0 '-C: -, I ' \: t 1 \ \ : I '-_.: "II J 0 ,f\." n :J/ ~--...., ~ \ \\ - \Z a , CSAH 19 I STAGE 2 - PHASE 1 .r TRAFFIC CONS TRUCT ION 100' - CONTRACTOR SHALL SHIFT CSAH 19 TRAFFIC ONTO TEMPORARY ROADWAY ALIGNMENT. - CONTRACTOR SHALL CONSTRUCT THE ROADWAY SECTIONS UNDER TRAFFIC WHICH WILL BE UTILIZED BY VEHICLES TO ACCESS BUSINESSES AND RESIDENTS WITH IN THE PROJECT AREA. - CONTRACTOR WILL BE AllOWED TO TEt.f'ORARll Y RESTRICT CSAM 19 TO ONE LANE CF TRAFFIC WITH THE USE OF FLAGMEN DURING THE HOURS CF 9:30 A.M. TO 3:00 P.M. TO FACILITATE STORM SEYlER LATERAL CROSSINGS. - CONTRACTOR SHALL MAINTAIN EXISTING TRAFFIC CONFIGURATION AT THE INTERSECTION OF CSAH 19 AND SMITHTOWN ROAO THROUGHWT THE ENTIRE STAGE 2 CONSTRUCTION. - CONTRACTOR SHALL MAINTAIN ACCESS TO ALL LOCAL BUSINESSES AND RESIOENTIAl PROPERTIES AT ALL TILES THRWGHOUT THE CONSTRUCTION PROJECT. - CONTRACTOR MUST MAINTAIN ONE '11 LANE OF TRAFFIC IN EACH DIRECTION ON CSAH 19 AT ALL TIMES THRWGHOUT THE PROJECT. WITH EXCEPTION FOR STORM SEWER LATERIAL CONSTRUCTION. - CONTRACTOR SHAll INSTALL THE CONCRETE MEDIAN BARRIERS. PRIOR TO ANY CONSTRUCTION WORK TAKING PLACE IN THIS AREA FOR TRAFFIC PROTECTION. - CONTRACTOR SHAll CONSTRUCT RETAINING WALLS NO.1. 2. AND 4 DURING THIS STAGE. - CONTRACTOR SHAll CONSTRUCT STORM SEWER SYSTEM ALONG THE EAST AND NORTH S IDES OF CSAH 19. ALONG WITH THE LATERAL CROSS I NGS [J' CSAH 19 DURING THIS STAGE. - CONTRACTOR SHALL COMPLETE THE REMAINING CLEARING AND GRUBBING ON THE PROJECT DURING THIS STAGE. I-- ~ ~ "'-1'- ...-- . CSAH ,9 --y..- ..---.. ..--' i!l ~ ~~ i LEGEND f272l UNDER CONSTRUCTION fill CONSTRUCTION UNDER TRAFFIC -I ] TRAFFIC CONTROL SIGN TYPE III BARRICADE (I RETROREFLECTIVE DRUM ~ SIGNAL SYSTEM NOTES CD SIGNS TO BE INSTALLED 7 DAYS PRIOR TO WORK STARTING @ SIGNS TO BE USED DURING SIGNAL WORK @) o COVER ALL CONFLICTING SIGNS OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS 3/25/2004 FilENAME. T:\01388-oo\Cod\ 13881c09.dgn DAlE: 4/01/04 LICENSE NUMBER 19103 H TRAFFIC CONTROL PLAN (STAGE 2 - PHASE 1) STATION TO STATION ENGLISH UNITS S.A.P. 27-619-18 /S.A.P. 216-020-02 / SAP. 216-101-02 / SAP. 216-108-01 HENNEPIN COUNlY CSAH 19 PROJECT NO. 9821 plotnome SCALE: AS NOTED SIGNATURE: tyPED m PRINTrD NAlE: DONALO 'II. STERNA. P.E. user- nc,me DESIGN ENGINEER' I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY lAE DR UNDER"'" DIRECT SUPERVISION. AND THAT I AM A DULY LICENSED PROFESSIONA.L ENOINEER UNDER THE LAWS OF THE STATE OF' MINNESOTA. CSAH 19 i T ~ (~ .~~ I~~ I ~ ~ '\ I/) 0::.) v '::.;. ~ 0' 50' ----' " \\ \ \~~ .iL-; r- ~L._ , '-=: -\ -~ -\-O--G---- COUNTRY CLUB ROAD LEGEND l2Za III"'. , '. ~. . .' . -l ] UNDER CONSTRUCTION CONSTRUCTION UNDER TRAFFIC TRAFFIC CONTROL SIGN TYPE III BARRICADE . RETROREFLECTIVE ORUM ~ SIGNAL SYSTEM NOTES r~ CD SIGNS TO BE INSTALLED 7 DAYS PRIOR TO WORK STARTING o SIGNS TO BE USED OUR I NG SIGNAL WORK Q) COVER ALL CONFLICTING SIGNS <D OBL ITERATE ALL CONFLICTING PAVEf..ENT MARKINGS ---- i5 I- 1 - -= '0'. ---------, \ w.1 I I I " 1\ It) I, I --75;'\ I 1 ;--_r- I I I I ':. I I '! J[ r!' " ! - - - ',' ff ' '-- - --:;" /'! j " , ; ~ r:-- y Ie. ~Q oj (Ot" L1~E ' 0' 50' !f~~-([ , /) If 0 -f/ / ~ /f ~-'I.~ ( ___n) ! r -- '__1_ r -" I 9.0 L1N F1'~O~ 4w SOLID DOUBLE YELLOW II TA................." 1iRRM 11(10' SPACES \ 0 ""''''""' n:. '""'Q" i I ~ l} 011 I o 1\ J o!!d L...11 1 Q I I r----, ~ 1 I \0 NOTE: SEE PREVIOUS SHEET FOR ADDITIONAL TRAFFIC CONTROL DETAILS FOR THIS STAGE. plotnome SCALE: AS NOTED SIGNlTURE: TYPED III PRINTED NAIE: DONALD 'II. STERNA. P.E. H TRAFFIC CONTROL PLAN (STAGE 2 - PHASE 1) STATION TO STATION ENGLISH UNITS SAP. 27-619-18 ISAP. 216-020-02 I SAP. 216-101-02 IS.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SHEET NUMBER 3/25/2004 fiLENAME: T:\013BB-00\Cod\ 13BBlt10.dg" DATE: 4/01/04 L ItENSE NUIIlER 19103 userncme DESION ENOINEER: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY lAE OR UNDER MY DIRECT SUPERVISION. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS Of THE STATE OF' MINNESOTA. CSAH 19 I STAGE 2 - PHASE 2 ,"^'-------,...- o r--- I I 0' TRAFF I C - CONTRACTOR SHALL SHIFT THE WESTBOUND TO NORTHBOUND CSAH 19 TRAFFIC ONTO THE NEW!. Y-CONSTRUCTED ROADWAY. - CONTRACTOR SHALL SHIFT THE CSAH 19 TRAFF I C ONTO THE NEWL Y-CONSTRUCTED ROADWAY AND CONSTRUCT CERTER PORTION OF CSAH 19 FRIlM STATION 119+50 TO STATION 121+30. - CONTRACTOR SHALL SET UP LOCAL DETOUR FOR SMITH TOWN ROAD TRAFF IC. - CONTRACTOR SHALL CONSTRUCT COUNTRY CLUB ROAD UNDER TRAFF IC AND MAINTAIN ACCESS TO THE CITY HALL AT ALL Tlt.ES FROM EACH DIRECTION. - CONTRACTOR SHALL MAINTAIN ACCESS TO LOCAL BUSINESSES AND RESIDENTIAL PROPERTIES AT ALL TIMES OUR ING THE PROJECT. CONSTRUCTION - CONTRACTOR SHALL CONSTRUCT THE CENTER 12 FT W IDE PORT I ON OF CSAH 19 FROM APPROXIMATELY STATION 119+50 EASTERLY TO THE PROJECT TERMINI POINT WITHIN TWENTY 120 I CALENDARS OF BEGINN ING THIS PHASE OF STAGE 2 CONSTRUCTION. - CONTRACTOR TO COMPLETE CONSTRUCTION OF SMITH TOWN ROAD. - CONTRACTOR SHALL COt.f:>LETE CONSTRUCTION OF COUNTRY CLUB ROAD UNDER TRAtF IC. - CONTRACTOR SHALL COt.t'LETE AND HAVE THE SIGNAL SYSTEM IN OPERATION BY THE END OF THIS CONSTRUCTION PHASE. 100' NOTE: SEE NEXT SHEET FOR ADDITIONAL TRAFFIC CONTROL DETAilS FOR THIS STAGE. '. , I~ hJ ':,1 ('{ 0)\ ~" o go" j"" 0 \' _ _ _ , t I', ,/ ""~ " " Gl Gl '" ~ "'!i1 ..'" i LEGEND G \ J ~ UNDER CONSTRUCTION ~~ CONSTRUCTION UNDER TRAFFIC -1 TRAFFIC CONTROL SIGN ] TYPE III BARRICADE i RETROREFLECTIVE DRUM ~ SIGNAL SYSTEM o NOTES CD SIGNS TO BE INSTALLED 7 DAYS PRIOR TO WORK STARTING '>. 1 \ o. \_" '1'1' ,1;1 If :,1/ .,,/ -:-_________~/1 ~ \/~ {o o SIGNS TO BE USED DURING SIGNAL WORK o o COVER ALL CONFLICTING SIGNS OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS SCALE: AS NOTED SltNATUllE: TYPED lJl PRINTED NAI.E: DONALD W. STERNA. P.E. H TRAFFIC CONTROL PLAN (STAGE 2 - PHASE 2) STATION TO STATION ENGLISH UNITS SAP. 27-619-18 ISAP. 216-020-02 ISAP. 216-101-02 IS.A.P. 216-108-01 HENNEPIN COUNTY' CSAH 19 PROJECT NO. 9821 SHEET NUMBER plctname ~/25/2004 FilENAME' T'\0138B-OO\Cod\ 1388Icl1.dg" DATE: 4/01/04 LICENSE NUMBER 19103 user name OESICN ENGINEER: I HEREBY CERTIFy THAT THIS PLAN W.a.S PREPARED BY ME OR UNDER MY DIAECT SUPERV1SION. AND THAT I AM A DULY LICENSED PROFESSIONAL ENCINEER UNDER THE LAWS OF THE STATE OF MiNNESOTA. CSAH 19 . .- . ~~ , T ~,~ f C/'~"""'i!J'-..) U'~f I/B /:' ..,., 1_ I';:M"I. . 115 ~ 'II ",- ' ~ ~ / " -........::.:"-...... I . I-+-+ ~~" / ~,~ III ~ 1* =$._.~/ /.~.IIII:O.IIIIIIIIIIIIIIIIW ! ~ I cS il.Wllll.WlllillUJ A h ---- . ,..-:::; - L- _ _ _ __.---:::: 0' 50' LEGEND ROAD ~ 111,.,.... ~ . ,,;' . tf .' " . -i ] CONSTRUCTION UNDER TRAFFIC UNDER CONSTRUCTION ~--rv........~ ~ . __ -1.~ _L-i ~;- ~~~b ~~1~YJLl~W \ f', ! J I * 5 t I i ----tf- , ". V .J---__-L . i ---- , I i 1/'~1. TRAFFIC CONTROL SIGN TYPE III BARRICADE . RETROREFLECTIVE DRUM ~ SIGNAL SYSTEM I ~ ~I L Q 0 0 0 NOTES f1 ill SIGNS TO BE INSTALLED 7 DAYS PRIOR TO WORK STARTING ill SIGNS TO BE USED OUR I NG SIGNAL WORK ill COVER ALL CONFLICTING SIGNS 8D OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS CSAH 19 ~ I! I ~ I~.~~!,,~;'~ I '0 :5 m \ " ;./; " " (\ I ," : 0 1/,,,"1' ,," f ii' 0 I ......... o \ I I,. . "0 0 ,," ,,[ \ 1"/llil' ,j S , .~, tdJ-L1--LUll/lj1f/:11o lit I · .=r-~-._~J.1.L ~ , ::r-r- - - .-::. -1. Q CI) "'.. , i - - _ t. . '-- \ ---. j /- J ~ r- ~r--' ~ I ~ I ~ J 01 -.( I 1 \ f ..;..s.QJ..,!1l .tJi NE WH I tE - TAI'1: y 0' 50' .::~ :.:::1:: :f; ~:::.':.,.." Y}/'J':~::."::'.:~.;.:~.I.' ~\~'.: ." . '::r~~ ~:t.~t:!.'~:'~':)5" + .)~..... ~ ~ .... \ ~ .j I ~,I /l.. r ~-v-.) \. L_ 3 r -~^-^ ~ j I ""-,-,,I I r' \ 0 'Cr""'j 100 LF oid 4~' DOUBLE YELLOW , f TAPE W/TRPMI @ '0' SPACING "A r~ 0 I I ~,/~ i o!!d '-....J/ ~ .011 r ~ i---" r r 1 \0 NOTE: SEE PREVIOUS SHEET FOR ADDITIONAL TRAFFIC CONTROL DETAILS FOR THIS STAGE. 3/2512004 fiLENAME' r'\01388-00\Cod\ 1388Ic12.dg" DATE: 4/01/04 LICENSE NUIIlER I 9 1 03 H TRAFFIC CONTROL PLAN (STAGE 2 - PHASE 2) STATION TO STATION ENGLISH UNITS S.A.P. 27-619-18 /SAP. 216-020-02 / SAP. 216-101-02 / S.A.P. 216-108-01 HENNEPIN COUNlY CSAH 19 PROJECT NO. 9821 SHEET NUMBER plotn"me SCALE: AS NOTED S I CNA TURE: TYPED III PRINT[D NllE: DDNALD 'II. STERNA. P. E. user nome DES ION ENGINEER: ( HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY totE OR UNDER MY OIRECT SUPERVISION. AND 'THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE L.AWS OF THE SlATE OF MINNESOTA. CSAH 19 i STAGE 3 TRAFFIC - SHIFT REMAINING CSAH 19 TRAFFIC ONTO NEWlY-CONSTRUCTEO CSAH 19 ROADWAY. - SIGNAL SYSTEM SHAll BE IN OPERATION AT THE BEGINNING OF THIS CONSTRUCTION STAGE. - CDNTRACTlJl SHAll PROVIDE FOR SPLIT PHASING SIGNAL OPERATION TO CONTROL EACH INDIVIDUAL lEG OF THE INTERSECTION DURING THIS CONSTRUCTION STAGE. - CONTRACTOR SHAll MAINTAIN ACCESS TO All lOCAL BUSINESSES AND RESIDENTIAL PROPERTIES THROUGHOUT THE CONSTRUCTION PROJECT. CONSTRUCTION - COMPLETE REMAINING CSAH 19 ROADWAY CONSTRUCTION. - COMPLETE REMAINING PERMANENT STREET SIGNING. - TEMPORARILY STRIP ROADWAY WINTER SHUTDOWN. 0' 1.00' NOTE: SEE NEXT SHEET FOR AODITIONAL TRAFFIC CONTROL DETAILS FOR THIS STAGE. ({ \ j\ l:t 00 \ go" \ "" 0 g jg" \ II , g , (;; 00 " o r, ~--' I I; ...- '" o i!;15 i! ill o LEGEND ~ UNDER CONSTRUCTION f~~ CONSTRUCTION UNDER TRAFFIC o -1 TRAFFIC CONTROL SIGN ] TYPE III BARRICAOE . RETROREFLECTIVE DRUM ~ SIGNAL SYSTEM NOTES CD SIGNS TO BE INSTALLED 7 DAYS PRIOR TO WORK STARTING \ I Ii I I 1\ i \ 1\ ,.-" J' J' -\Z c @ SIGNS TO BE USED OUR I NG S] GNAL WORK Q) @ COVER ALL CONFLICTING SIGNS \. t OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS SCALE: AS NOTED SICNATURE: lYPED al PRINTED NAt.[: DONALD W. STERNA. P.E. H TRAFFIC CONTROL PLAN (STAGE 3) STATION TO STATION ENGLISH UNITS S.A.P. 27-619-18 /S.A.P. 216-020-02 /S.A.P. 216-101-02 /S.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SHEET NUMBER plotn..me 3/25/2004 fILENAME' T'\01388-00\Cod\ 1388Ic13.dg" DATE: 4/01/04 LICENSE NUMBER 19103 userni!:lme DESIGN ENCINEER: J HEREBY CERTIFY 1H"T THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERv)SION. AND THAT t AM A DULY l1CENSED PROF"ESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF' MINNESOH.. CSAH 19 -+- ; I I ~ '/1 ---, r- 1+ '/1 ~ !~:~./~- . ~ ~ !~l I c:::::=>. <==::) 1& d 1& V ~~ 0' 50' LEGEND ROAD ~ UNDER CONSTRUCTION ~ CONSTRUCTION UNDER TRAFFIC ~ TRAFFIC CONTROL SIGN ] TYPE III BARRICADE . RETROREFLECTIVE DRUM ~ SIGNAL SYSTEM NOTES .0 f'1 CD SIGNS TO BE INSTALLED 7 DAYS PRIOR TO WORK STARTING @ SIGNS TO BE USED OUR I NG SIGNAL WORK CD COVER ALL CONFLICTING SIGNS o OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS o CJ,' I' 1 -~OI I\'! -O'~ - r- I I' 7- \! - l' I II Ii II -1/ b ,I f J! \1 /-;' 1'1 I I r ,1,1 ~L__ . I ~ -::::..:='/ ii ! Il .?I~ f! "- ,/j I l~ <S;c\ ~ it ,..\ o y 0' 50' o o I I \ ~...,....)( r 1,____ I~--- ~ I I <I I O I,..~ -'II ( / I I~ 1 0 I I I~ i 0 II d f,' '1 I ----'I ~ 0 I r j I \0 r -+- i i\ \ 9 ~ ,----. NOTE: SEE PREVIOUS SHEET FOR ADDITIONAL TRAFFIC CONTROL DETAILS FOR THIS STAGE. .3/2512004 fiLENAME: T:\01388-00\Cad\ 13881c14 .dgn DATE: 4/01/04 LICENSE NUllBER 19103 H TRAFFIC CONTROL PLAN (STAGE 3) STATION TO STATION ENGLISH UNITS S.A.P. 27-619-18 /SAP. 216-020-02 / SAP. 216-101-02 / SAP. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SHEET NUMBER plotn<>me SCALE: AS NOTED SICNATUflE: TYPED Cll PRINT!:O NALE: DONALD'll. STERNA. P.E. user-name OES1GN ENCINEER: I HEREBY tERTIFY THAT THIS PLAN WAS PREPARED BY UE OR UNDER UY DIRECT SUPERVIS10N. AND THAT I AM" DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE Or MINNESOTA. 19 ~---\ ~ I STAGE 4 0' lOa' TRAFF IC: - CONTRACTOR SHALL SHIFT TRAFFIC TO OUTSIDE EDGES AND PROVIDE LEFT TURN MOVEMENTS AS SHOWN IN PLAN. - CONTRACTOR SHALL MAINTAIN ONE LANE OF THRU TRAFFIC IN EACH DIRECTION ON CSAH 19. - CONTRACTOR SHALL MAINTAIN BUSINESS & LOCAL RESIDENTIAL ACCESS AT ALL TIMES. CONSTRUCTI ON: - CONTRACTOR SHALL CONTRUCT CONCRETE MEDIANS ON CSAH 19. - CONTRACTOR SHALL PAVE FINAL WEAR COURSE. - CONTRACTOR SHALL COMPLETE TURF ESTABLISHMENT AND FINAL CLEAN UP. D r--- I I I h I , , i , f I I L \( )\ gCC: \ co" \ g - - " 0" I $" \ " J , / / / ..- ..- (" I I ri '----' -"'- '~St>.H 19 ...-'.'- B o 00 " " " " ~ ~1S ; " LEGEND [2Z2l ~ ~ -j ] UNDER CONSTRUCTION CONSTRUCTION UNDER TRAFFIC TRAFFIC CONTROL SIGN TYPE III BARRICADE RETROREFLECTIVE DRUM II > ) 1 \ J ~ SIGNAL SYSTEM NOTES 1. i I I I I CD SIGNS TO BE INSTALLED 7 DAYS PRIOR TO WORK STARTING o SIGNS TO BE USED OUR I NG SIGNAL WORK o COVER ALL CONFLICTING SIGNS 8) OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS 3/2512004 fiLENAME' T"013BB-00'Cod'1388Ic15.dgn OAT!.: 4/01/04 LI tENSE HUIIlER 1 91 03 H TRAFFIC CONTROL PLAN (STAGE 4) STATION TO STATION ENGLISH UNITS S.A.P. 27-619-18 /SAP. 216-020-02 / SAP. 216-101-02/ S.A.P. 216-108-01 HENNEPIN COUNlY CSAH 19 PROJECT NO. 9821 SHEET NUMBER plotnome SCALE: AS NOTED 5 I CNA TURE: TYPED M PRINTED NA~: DONALD W. STERNA. P.E. user- name DES ION ENOINEER: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME DR UNDER lAY DIRECT SUPERVISION. AND THAT I AM A DULY LICENSED PROFESSIONAL ENOlNEER UNDER THE LAWS OF THE STATE OF' MINNESOTA. CSAH 19 l.-~ 1/ // ,~, / ' II I I Ij II l // ~~ ,I "'.;:--...~ 9 / .,0.'._. ~~ Th~5 & R@'~~~61c~~~ 1\ _ \ r MED~OSE DES It)' 1;0 I f- .// I I '-- r--:- ,/ .-' v 'I +18 EN'tf'GQNCRETE KI).j..AN -.., I, (M~DI ~E--IDES 1-GNi7-1-G9 l ~ a II I~" =t= - ~ I - I #71 N ~ ... II I '~ "'5 F&I 90 dN FT ~D RA& _+_ Ii 2' BEHIN~ FURB~UTTE~ ~ I~ c_ ~ ;-- II '- ' , L.r-.:: ' //u' \. .-\ ~ ri \ Z! ~ ~ i I' 'k ~~ LJ-. ~ ~. /,'" ~ ---- ~ ',---~~ 71 ~~ 0' 50' ~ COUNTRY CLUB ROAD o ---\ \ 1..-' \ 7<c---f 0 I, ) <,- I I I ~, \ k I ~ ~ -/I'~I ) I o.J ,,! , o I" ......., I o 00 ~ -l; 2~450 5mithtawn Rood Ame~icon Legion Post No 259 oil> ,'::\ 15' jO\~/$1 If""=1 \ /" " t +45 EB BEGIN CONCRETE MEDIAN (MEDIAN NOSE DESIGN 7109) :1 ({: CSAH 19 WB"""", --..!_-----------,-- ct CS-:-;; ~BI------- +20 EB END CONCRETE MEDIAN lMEDIAN NOSE DESIGN 71091 ~~-- It CSAH~; -;B-..=7 - - -~I 13' 75'R CONCRETE 15.5' MEDIAN C[) CURB TRANSITION SEE MISCELLANEOUS DETAilS "-' DIRECTION OF flOW L L~ ~S_A~ ~ 9_W~ _ _ ---.. . --- 2' CONCRETE 22 3' MEDIAN . -----------J- f--- It CSAH 19 EB - - - - - - - .-- 5' --C;,-----'-i CSAH 19 EB +92 EB BEGIN CONCRETE MEDIAN lMEDIAN NOSE DESIGN 71091 NOTES: 1) All DIMENSIONS ARE TO FACE OF CURB OR EDGE OF BITUMINOUS. 2) SEE RIGHT OF WAY PLAN FOR EASEMENT DETAILS AND DIMENSIONS. 3) SEE MISCEllANEOUS DETAILS FOR MAilBOX lOCATIONS. 4) SEE INTERSECTION DETAilS FOR ADDITIONAL INFORMATION AT ROADWAY INTERSECTIONS. --- 2' CONCRETE MEDIAN MEDIAN NOSE DETAIL NO SCALE MEDIAN NOSE DETAIL NO SCALE MEDIAN NOSE DETAIL NO SCALE SCALE: AS NOTED SIGNATURE: llPED M PRINTED NA~: DONALD W. STERNA, P.E. H CONSTRUCTION PLAN - CSAH 19 STATION 104+73 TO STATION 116+00 ENGLISH UNITS S.A.P. 27-619-18 /SAP. 216-020-02 / SAP. 216-101-02 I S.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SHEET NUMBER plotnome 3/2412004 FilENAME' 1"013BB-00'Cod'13BBcp01.dgn DATE: 4/01/04 LICENSE NUllBER 19103 use~nome DESJCN ENGINEER: I HEREBV CERilFY THA.T THIS PLAN WAS PREPARED BY ME OR UNDER u't DIRECT SUPERVISION. AND n~AT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CSAH 19 J / T' II /, / I ! I ! I I , i - .......-. \ o I ! I ! II P J <t ..., o to o 00 0 0 0 0 o +20 BEGIN CONCRETE MEDIAN (MEDIAN NOSE DESIGN 71091 - - - - - C~ CS~~' ~ ~~ _ _ _ t -0 - " - - - _ _ _ _ _ ~ t j 13' ~I 1:15 it-PER 2' "- ';j:' 14." CONCRETE 16' MEDIAN I 50'R 1:15it-I'ER ~ 13' - - - - -- - - - - - ofT "f:;; - - -- - t - - - - - -e~- CS:H 1~ -;B".:J - - - - - - + -- +95 END CONCRETE MEDIAN (MEDIAN NOSE DESIGN 71091 MEDIAN DETAIL NO SCALE DRIVEWAY DETAIL NO SCALE ------...--... --- J /'" ..... / ~/ '" y 0' 50' LEGEND CD CONCRETE PEDESTRIAN CURB RAMP (DESIGN 7036) C[) CURB TRANSITION SEE MISCELLANEOUS DETAILS ~ DIRECTION OF FLOW NOTES: 1) ALL DIMENSIONS ARE TO FACE OF CURB DR EDGE OF BITUMINOUS. 2) SEE RIGHT OF WAY PLAN FOR EASEMENT DETAILS AND DIMENSIONS. 3) SEE MISCELLANEOUS DETAILS FOR MAILBOX LOCATIONS. 4) SEE INTERSECTION DETAILS FOR ADDITIONAL INFORMATION AT ROADWAY INTERSECTIONS. plotn"me H CONSTRUCTION PLAN - CSAH 19 STATION 116+00 TO STATION 127+30 ENGLISH UNITS SAP. 27-619-18 /SAP. 216-020-02 /SAP. 216-101-02 /S.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SCALE: AS NOTED TYPED (ll PRINTED NA\E: DONALD W, STERNA. P.E. 5] CNA lURE: user-name DESIGN ENGINEER: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVJSION. AND THAT J A'" A DULY LICENSED PROFESSIONAl.. ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/25/2004 DAlE: 4/01/04 LICENSE NUMBER 19103 FILENAME: T:\01388-00\Cod\ 138Bcp02.dgn SHEET NUMBER CURVE TAPER DATA @D NORTHING EASTING 446 483.421 139 960.865 446 591.602 139 998.197 PC PT b. R T L 297+26.79. 16.00' LT 298+47.46. 26.00' LT 09" 46' 39" 586.000 57.495 114.624 Ii ~j .4' ~ , .. plotneme SCALE: AS NOTED ! iO 0:1 I d / 0:1 : Hf~ N ROAD SN\\1\..\10W i , , \ \ r----,__ I "__ I ---7 o r-, , , o I,ll 1'1 I ~ o U1 [jl I~~I ' f t ~I L '> // I 00 r--~~YI ;' 0' -- -- __ -""" oj j o o I I userne,me 3/24/2004 '\ '-~ -_/ ,r ---- , I , , I I , , \ ~ c- .. I I c <( o a: CD :J ....I (.) > a: I- Z :J o (.) i 0' 50' o .. o .. o .. o .. LEGEND CD CONCRETE PEDESTRIAN CURB RAMP (DESIGN 70361 CD CURB TRANSITION SEE MISCELLANEOUS DETAilS ,......., DIRECTION OF FLOW NOTES: II ALL DIMENSIONS ARE TO FACE OF CURB OR EDGE OF BITUMINOUS. 21 SEE RIGHT OF WAY PLAN FOR EASEMENT DETAILS AND DIMENSIONS. 31 SEE MISCELLANEOUS DETAilS FOR MAIL80X LOCATIONS. 4) SEE INTERSECTION DETAILS FOR ADDITIONAL INFORMATION AT ROADWAY INTERSECTIONS. DES IaN ENaINEER: I HEREBY CERTIFY THn THIS PLAN WAS PREPARED BY ME DR UNDER"" DIRECT SUPERVISION. A.ND THAT J AM A DULY LICENSED PROFESSIONAL ENCINEER UNDER THE LAWS OF THE SH,TE OF MINNESOTA. H CONSTRUCTION STATION ENGLISH UNITS S.A.P. 27-619-18 /S.A.P. 216-020-02/ SAP. 216-101-02 /S.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SIGNATURE: DONALD w.. STERNA. P.. E. PLAN - SMITHTOWN ROAD / COUNTRY CLUB ROAD TO STATION SHEET NUMBER lYPED III PRINTED NAIE: DATE: 4/01/04 FilENAME. t'\013BB-OO\Cod\13BBcp03.dgn LICENSE NUII8ER 19103 i ...,..-:;. I , ...--- I 980.00! . 6 ~I 91.1 I- > \ _ c.D ... ___ It' "'Ul _ V I + I.ll _ '__, '- , 1 _ "- .---r- ..J.E;::- / ;,~ . V I \ \ I i i I V I \ \ I 980.15 plDtMme usel"nome 3/25/2004 \/T , \ I II I I- I \ ~ .. I I , I I ~ I I L- i ~ \ i \ I \ I I ( \ i \ \ I I , - 10' ~-=== ~ "'> -- -D - ALL NO. 1 RET~ IN~N~NG WALL PLAN SEE RETA Lot Details Parking ~~ 0' 20' 'I S< t:'Q I I ",-9-t/41~~01r11\1 II {or 0 s-'" 'L I II C041S~e-r t:'a J LJ -9UCr'9 4 I ~ I 1041/)01/" .tJt} 6 0e-r4~0414{ ~ (s I~~ '=' I In!" /,',1 I1II1 I I, I~U'~II I I VA", ! :"'" EX~ST'":8;.;"'"' ':.,~: '83~3~ llWilillUllWJ) 962. 96 ~ I I ~ llJ.. .L1 - EX I STING PAVEMENT 65 961.46 MATCH '" III I ~ J~ F-=-= (3) 918.62 8612 CO CRETE (;l!.R8 &. GUTTER ./ I _J 961.13 'S8{h-G6- p(-.,w. 60' ~I 1_1 9:09 G ~S~ff4+_g ___________, J --&---- ~ ..., ,n ~--- ~------- DONALD W. STERNA. P.E. llPED III PRiHTtD HAl.€: DIRECT SUPERVISION. . "" OR UNDER lAY F "INNESO", SIGHATUllE: N WAS PREPARED B~WS Of THE STATE 0 Y CERTIfY THAT T~~\:~~NEER UNDER THE L 19103 ION END INEER: I ~E~~~ENSED PROfESS ION LICENSE NlMlER ~~~ THAT I AM A DUl 4/01/04 DATE: .- SCALE: AS NOTED C d\ 1388cp04.dg" FILENAME' T'\01388-00\ 0 I--BUR CD (3) LEGEND CONCRETE PEDESTRIAN CURB RAMP .DESIGN 10361 ANEOUS DETAILS CURB TRANSITION SEE MISCELL DIRECTION OF FLOW ,-..... NOTE: NOTES: IONS ARE TO F ACE OF" CURB 1) ALL DIME~~ BITUMINOUS. OR EDGE FOR EASEMENT F WAY PLAN 2) SEE RIGHTNg DIMENSIONS. DETAILS A LS FOR MAILBOX ) SEE MISCELLANEOUS DETAI 3 LOCATIONS. FOR ADDITIONAL SEE INTERSECTIO~o~5~:~L~NTERSECTIONS. 4) INFORMATION AT SHEET NUMBER TOP OF CURB RB ARE TO ALL ELEVATIONS ALONG cu CONSTRUCTION 216 108-01 STATION 6-101-02 / SAP. - 9821 ENGUSH UNITS 16-020-02 /SAP. 21 PROJECT NO. S.A.P. 27-619-18 /S.A.P. 2 CSAH 19 HENNEPIN COUNTY H LOT DETAILS PLAN - PARKING TO STATION ) \" 1 { < ./ ) 1 ) '\ < f \ j '! ~ SE-SE_SE --------------- Parking ! II II ! i ~ ,~ I / I I I ,...,....... - -.., / I \ \ ~ ! ~ 56 ........ B<42<4 CONCRETE 25' CURB & GUTTER ........ B<42<4 CONCRETE ........ __ CURB & GUTTER ---- --- '"'--- 20' B<42<4 CONCRETE 'I CURB & GUTTER ________ ---- -------- CSA~_:;;----------------f\- . Lit CSAH 19 WB ~STA 700+31.00 PARKING LOT ENTRANCE = STA 116+8B.36 CSAH 19 we PARKING LOT ENTRANCE - ALIGNMENT TABULATION POINT CONTROL PO I NT STATION DEL TA ANGLE DEGREE OF CURVE - ARC TANGENT RADIUS ARC LENGTH EASTINC NORTH ING DIRECTION DISTANCE 11 BOP TOOtilD.OOOO 447038.6151 140058.0655 NAZ 341'15'09' 61.7945 PC 700+61. 7945 447018.7S45 140116.5814 RADIUS NIA 65'29'48' 229'10'59' 16.0795 25.0000 28.5783 446995.0809 140108.5465 C2 PI 700+77.8740 447013.5866 140131.8078 L3 PT 700+90.3728 446997.5882 140133.4205 NAZ 275' 45' 22" 59.0540 PC 701+49.4268 446938.8320 140139.3431 RADIUS NIA 07'12'15' 16'22'13' 22.0325 350.0000 44.0069 446903.7296 139791.1078 C4 PI 701 +71. 4593 446916.9105 140141 .5528 L5 PT 701 +93. 4337 446894.8851 140140.9960 NAZ 268'33'07' 106.5662 EOP 702+99.9999 446788.3529 140138.3031 /- / I / "--......... % l- I I I I - 0' 20' LEGEND C!) CONCRETE PEDESTRIAN CURB RAMP (DESIGN 7036) CD CURB TRANSITION SEE MISCELLANEOUS DETAilS ..........- DIRECTION OF FLOW NOTES: 1) All DIMENSIONS ARE TO FACE OF CURB OR EDGE OF BITUMINOUS. 2) SEE RIGHT OF WAY PLAN FOR EASEMENT DETAilS AND DIMENSIONS, 3) SEE MISCEllANEOUS DETAilS FOR MAILBOX lOCATIONS. <4) SEE INTERSECTION DETAILS FOR ADDITIONAL INFORMATION AT ROADWAY INTERSECTIONS, plotnome CONSTRUCTION STATION ENGLISH UNITS S.A.P, 27-619-18 /SAP. 216-020-02 / SAP. 216-101-02 /SAP, 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SCALE: AS NOTED SICNATURE: TYP'i:O IJl PRINTED NAI.E: DONALD VI. STERNA. P.E. H PLAN - PARKING LOT DETAILS TO STATION user-name DESIGN ENGINEER: I HEREBy CERlIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION. "NO THAT I AM A DULY LICENSED. PROFESSlONAL ENQINEER UNDER THE lAWS OF THE STATE or MINNESOTA. 3/25/2004 fiLENAME: T:\01388-00\Cod\ 1388cp05.dg" DATE: 4/01/04 LICENSE NUIIIlER 19103 SHEET NUMBER Parking Lot Details PARKING LOT ENTRANCE - ALIGNMENT TABULATION POINT CONTROL PO I NT STATION DELTA ANGLE DEGREE OF CURVE - ARC TANGENT RADIUS ARC LENGTH EASTlNG NORTH I NG DIRECTION DISTANCE BOP 800-+00. 0000 446614.9765 140433.9831 5 88'01' 43' II 42.0000 PC 800+42.0000 446573.0013 140432.5383 RAO IUS N/A 108'04' 30' 204'37' 40' 38.5918 28.0000 52.8154 446573.9645 140404.5549 PI 800+80.5918 446534.4324 140431.2107 PT 800+94.8154 446547.6609 140394.9570 S 20'02'47' E 42.5959 PC 801+37.4113 446562.2619 140354.9418 RAO IUS N/A 18' 04' 30" 38'11'50' 23.8583 150.0000 47.3203 446421.3496 140303.5247 PI 801+61.2697 446570.4401 140332.5289 PT 801+84.7316 446571.2608 140308.6846 501'58'17' E 94.5726 EOP 802+79.3042 446574.5141 140214.1680 ~~ 0' 20' , , ....- ...... - '('" - o / () o.f;t'0 00 // 00', ' <>6 ~ ~<0 ,'/ 0/\ A,<0 ',- '/ V.V ,0 '00 <0<0 '-'t\ cP ''\ ~ \ ~ " ~ " ""% ' ~ \ :..I PC 800+4' .00 "\ =;;,\ ~ '" ,{ I'" \..L..., 0-- \ )---[1 \ \ , . In " L____ I "" ~ ... , ~ 1'" '........~-: " ~ - "'~~----~-~~; --- --- --- --- l< " 11 0+00 ~ _"--- ----------------------+-----------------~----1- ET------- :=0 CSAH 19 1 -------------~-------- ------------------ ;1 "-- STA 800+00.00 PARKING LOT ENTRANCE STA 109+61. 00 CSAH 19 EB o~ I~ '1,\\ ......-...... - ...... ---.;-- --------- LC{: CSAH ~ 28' v v x CONCRETE & GUTTER ~ I / 1----1 I .P\ 0 I I I) I I In~ /\1 I, I......r' I I <- I \ I '" '\ L I I'" < I -< I In ~ I I ~ CONCRETE PEDESTRIAN CURB RAMP ( OES I GN 7036) CURB TRANSITION SEE MISCELLANEOUS DETAILS DIRECTION OF FLOW n '-..r' ,..-.., (..) I I \ \0\ \ I I \ \ I~ \ ~ \ ~ 1S'R \ \ll '- r - ..J@ 'L _ _ _ _ _ _ _ _ _ _ \ - - -\- I \ r - - - - - - ,,- - - - - - } - ~ I \ \ ~ \ \ ~ X~ \ \ \ L.---l- I \ I . ...~\ ,.., ...)- - \ . \ . \ . \ 80,BS Q LEGEND ~ ,-r) (.) NOTES: ,...r-. U 1) ALL DIMENSIONS ARE TO FACE OF CURB OR EDGE OF BITUMINOUS. ,L:. 2) SEE RIGHT OF WAY PLAN FOR EASEMENT DETAILS ANO DIMENSIONS, 3) SEE MISCELLANEOUS DETAILS FOR MAILBOX LOCATIONS. 4) SEE INTERSECTION DETAILS FOR ADDITIONAL INFORMATION AT ROADWAY INTERSECTIONS, .3/25/2004 FILENAME' T:\013BB-00\Cod\ 1.3BBcp06.dgn DATE: 4/0\ 104 L1CENS[ NUMBER 19103 H CONSTRUCTION STATION ENGLISH UNITS SAP, 27-619-18 /SAP, 216-020-02 / SAP. 216-101-02/ S,A.P, 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 PLAN - PARKING LOT DETAILS TO STATION SHEET NUMBER plotnome SCALE: AS NOTED SICNATURE: TYPED III PRINTED NAt.[: DONALD W. STERNA. P.E. user-ne.me DESION ENOINEER: I HEREBY CER'IFY 'HAl THIS PLAN WAS PREPARED BY lotE OR UNOER .., OIREC' SUPERVISION. AND THAT I AM A DULY LtCENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE S'I.TE OF MINNESOTA. Parking Lot Details % 0' 20' -...... ~. (:) - Y"::::13BR- . ....... 01'" ,"'''' ~ '- F ... I I I I ,,"- - I ~/ -......-'- 7 ',' --. I - r 8' ilP'd:.B - I :J?_ -,-_7 ht.- i~-v ~-~ ,- - . . ,7, l-&-f!5E-fi"D'PTT - - . . '! / .......1#-29 CSAH 19 i --=---- ----~ ~~--'-1..j~-.T'::'f}Q~-___ III ....... , G - --_ 90S I -....... I ~ 25,~S91 -------------_.-1_~---L~~~A~~~E~-.---t. -+----------------------1------8-------- -: - _ __~ : .' G----:: I '> ~I . f ~I B424 CONCRETE ~ ~--~I-- -6--- -. _'_ .... 28' 20,> _32' 28' CUR8 &. GUTTER 978.97, + '986.11 # ' 40' --r I! i I , I ........ f""-...... -..........1 ........ ! "- , - - --.. 0, r/ ,I I l 3'R TYP 985.02 12'BLVO 15'R TYP 985:40 -986.26 B612 CONCRETE CURB &. GUTTER @ SE SE I f 81. 60 SE 1--SE----r- SE MATCH EXIS ING PAVEMENT!54'RT I I I I . i I I I I I I o , i I '_ l. --- - --, @ --- ~rr. I I I ' i ! r-. I / I -.... I I r---- ,"- _ i ---. __ . LEGEND (!) CONCRETE PEDESTRIAN CURB RAMP (DESIGN 70361 ~ CURB TRANSITION SEE MISCELLANEOUS DETAILS ............ DIRECT ION OF FLOW NOTES: 1 I ALL DIMENSIONS ARE TO FACE OF CURB OR EDGE OF BITUMINOUS. 21 SEE RIGHT OF WAY PLAN FOR EASEMENT DETAILS AND DIMENSIONS. 31 SEE MISCELLANEOUS DETAILS FOR MAILBOX LOCATIONS. 41 SEE INTERSECTION DETAILS FOR ADDITIONAL INFORMATION AT ROADWAY INTERSECTIONS. 3/2512004 F'ILENAME' r'\01388'00\Cod\ 13BBcp07 .dgn DATE: 4/01/04 L1CEIl:iE NUleER 19103 H CONSTRUCTION STATION ENGLISH UNITS SAP. 27-619-18 /SAP. 216-020-02 /SAP. 216-101-02 /SAP. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 PLAN - PARKING LOT DETAILS TO STATION SHEET NUMBER plotn<>me SCALE: AS NOTED SIGNATURE: TYPED OR PRINTED NAlE: DONALD W. STERNA. P. E. user-name DESIGN ENGINEER, J HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY UE OR UNDER MY DIRECT SuPERVISION. AND THAT I AM A DULY liCENSED PROFESSIONAL ENOINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.. 15 E.O. SPACEO FENCE SECTIONS ~~~ ,2:5 iGia: ,'I GRADE ====&=========~~==========~---- 1 64 RETAINING WALL NO.1 - ELEVATION SCALE: , = 20 en ~~ + .z ....<3 Ow 0..'" NOTE: REFER TO DETAILS Jis . s's " is ,OR MDRE IN,ORIolA liON RELATED TO ORNAMENTAL FENCING AND RETAINING WALLS RETAINING WALL (STONE PATTERN ,OR LNER flNISH WITH STAIN ON ALL EXPOSED AREAS EXCLUOING 6" ,ORMEO CAP) - TYP. ~ ~ - ORNAMENTAL FENCING CENTERED ON WALLS AND PILASTERS - TYP. .' MUlCHED ..PLA"~T!~G BED PILASTER AT WALL PROTRUSION - TYP. .J TERMINAL PILASTER A T END - TYP. ~ RETAINING WALL NO.1 - PLAN ~ SCALE: '" = 20' 1 06+QO .. m\ . o 107+00 '" 2 E.O. SPACED FENCE SECTlDNS PLACE FENCE POSTS AT APEX/BREAKPOINTS or lor WALLS WHERE APPUCABLE. POSTS SHALL BE EOUAL SPACED BETWEEN CONSTANT GRADE SECTIONS - REFER TO STRUCTURAL WALL OETAILS fOR TOP ELEVA liONS or WALLS - TYP. ALL WALLS ,. E.O. SPACED ,ENCE SECTIONS J E.O. SPACED FENCE SECTIONS PLACE FENCE POSTS AT APEX/BREAKPOINTS Of TOPS OF WALLS WHERE APPLICABLE. POSTS SHALL BE EOIJAL SPACED BETWEEN CONSTANT GRADE SECTIONS - REFER TO STRUCTURAL WALL DETAILS fOR TOP ELEVA TlONS or WALLS - NP. ALL WALLS .. ~ '" ::s 0: 2 E.O. SPACED fENCE SEClIOINS 3 64 ===~============~============~~===;=======- RETAINING WALL NO.2 - ELEVATION SCALE: 1 = 20 RAOE w:========,J, RETAINING WALL NO.3 - ELEVATION SCALE: , - 20 GRADE NOTE: REFER TO DETAILS rs . s's " it 'OR MORE 1Nr0RMA TlON RElATED TO . ORNIoMENTAL FENCING AND RETAINING WALLS ORNAMENTAL FENCING CENTERED ON WALLS AND PILASTERS - TYP. RETAINING WAlL (STONE PATTERN F LINER nNISH \11TH STAIN ON ALL EXPOSED AREAS EXClUDING 5" FORMED CAP) - TYP. y RETAINING WALL (STONE.,PI, TTERN , LINER f1NlSH WITH STAlNOI!'ALL EXPOSED AREAS EXClUDING '5~:'QRMED CAP) - TYP. '-:." -f- / .'1.IUlcliEo PLANTING BEO o 0' 20' PILASTER AT WAlL PROTRUSION - TYP. 0' 20' NOtE: REFER TO OEr~LS rs Ie s's fOR MORE INFORMA lIO!i RELATED TO ORNAMENTAL FENCING 'AND RETAINING WALLS I GD RETAINING WALL NO.2 64 SCALE: ," = 20' 10 PLAN @.RETAININGWALLNO. 3 - PLAN 4 SCALE: '" = 20' plotncI'le SCALE: AS NOTED SIC/l\TURE: TYPED DR PRlNTEO NAMe JASON L. AMBERG, R.L.A. H RET AINING IJALL / ORNAMENTAL FENCING DETAILS SHEET NUMBER USernQMe DATE: 4/01 /04 lICENSE NUMBER 40003 ENGLISH UNITS SAP. 27-619-18 / SAP. 216-020-02 / HENNEPIN COUNTY CSAH SAP, 216-101-02 / SAP. 216-108-01 19 PROJECT NO, 9821 S(edtIMe. SCgetvnr,d t~~oml <,d,wQnaMe") LANDSCAPE "RCHITECT: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER lAY DIRECT SUPERVISION. AND THAT I At.1 14. DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE LAWS or THE STATE OF MINNESOTA. 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FRONT FACE OF WALL 10'5.00 - ---+--- -' ...~----- --- ----..-- --- 5'32.5"1 e--'-- -- ON SHEET 68 .-l0~- - - - (TYP ) -- L ----------.------ . _::=::::::---r----- ......-..-::=- ~--' --0 107. ---- ----.. ----1----__ 10a.e0 > CSAH 1"1 EB...J - -1- - _ -- -- '- -, ---8- ---_ 109'00 '-f,_ -- ...-.......""'- '-. 3---- -- -' RETAINING --- --- ----- - - - - - - - - -, 2.5' PILASTER 2.5' PILASTER DOWEL JDI NT 30' PANEL C 30' PANEL 0 27.22' PANEL F 31. 55' PANEL G 31.5' PANEL H 956 , 32 PROPOSED GRADE AT 8ACK OF WALL PROPOSED GRADE OF SIDEWALK H."I "161.50 RETAINING WAll ALIGNMENT TABULATION RETAINING WAll NO.1 ELEVATION POINT CONTROL POINT STATION DELTA ANGLE DEGREE OF CURVE - ARC TANGENT RADIUS ARC LENGTH EASTlNG NORTHING OIREClION OISTANCE Ll BOP 4'5<1.5"1 446561.3656 140m.77B4 NAZ 220'54'52' 0.0000 Ll PC 4,54.5"1 446561.3656 140919.7784 RADIUS N/A 68' 45' 18' 143'14'22' 27. 3655 40. 0000 48.0000 446591.6288 I 408'l3. 6224 C2 PI 4 '81. 95 446543.4713 140899.0742 L3 PT 5'02.5"1 446556.2842 140874.8937 NAZ 152'04'53' 117.2234 L4 PC 6'19.81 446611.1702 140771.3135 RAO IUS N/A 10'52'44' 11'30'1"1' 47.4205 4"18,0000 94.5558 446171.1305 140538.1418 C4 PI 6'67.23 446633.3732 140729.4121 L5 PI H4.37 446647.2691 140684.0734 NAZ 342'57'54' 0. 0000 L6 PC 7'14.37 446647.2691 14068'4.0734 RAO IUS N/A 15'04'06' 17'42'40' 42.7861 323,5000 85,0784 446337.9702 1 4058'l. 2764 C6 PI 7'57.15 44665"1.8069 140643.1655 L7 PT 7 '''19. 45 446661.2787 140600.4047 NAZ 178'01'43' 60,0000 L8 EOP 8,59.45 446663.3427 140540,4402 SCALE: AS NOTED SIGNATURE. TYPED lJl PRINTED NAIE. DONALD II. STERNA, P.E. H RETAINING WALL PLAN STATION TO STATION ENGLISH UNITS S.A.P. 27-619-18 /SAP. 216-020-02 / SAP. 216-101-02 / S.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SHEET NUMBER plotnome 3/2512004 FILENAME: t:\013BB-00\Cod\Ret WolI\13BBrw-l-sht67. grllATE. 4/01/04 LICENSE IIJHBER 1 "1103 user nome DESIGN ENGINEER_ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY HE OR: UNDER MY DIRECT SUPERVISION. AND THAT I AM A DULY LICENSED PROFESSIONAl. ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. RETAINING WALL ALIGNMENT TABULATION POINT CONTROL PO I NT STATION DELT A ANGLE DEGREE OF CURVE - ARC TANGENT RAD IUS ARC LENGTH EASTING NORTHING DIRECTION DISTANCE L1 BOP 16'57.50 446984.3688 140151. 8391 NAl 95' 45' 22' 15.0000 L2 PC 16,72.50 446999.2'132 140150.3347 RAD IUS NIA 17'05'08' 136'25'07' 6.30'10 42.0000 12.5244 446995.080'1 14010B.5465 PI 16'78.BI 447005.5704 140149.7020 L3 PRC 16'B5.02 . 447011. 3B46 140147.2529 NAl 2'12' 50' 2'1' 0.0000 RAD IUS NIA 41' 35' 20' 57'17' 45' 37, '1754 100.0000 72,5864 447050.2030 14023'1.4111 C4 PI 17'23.00 447046.3821 140132.5115 L5 PT 17,57.61 447082.3427 140144.7167 NAl 7\' 15' 0'1' 48.4213 L6 PC 18'06.03 447128.1'150 140160.2m RADIUS NIA 07' 23' 3'1' 07'09' 13' 51. 7532 800.9440 103.3627 447385.6156 139401.8294 C6 PI 18'57.78 447177.2024 140176.9124 L7 PI 1'1'09.39 447227. '1428 140187.1005 NAl 258'38'35' 0.0000 DETAIL A CSAH 19 Y I - / '- -- IS> -- ... IS> ri ---- IS>~ ---- era! - "" 1-0 0' oz 20' --- Cl..UJ --- -- FRONT FACE OF WALL '37' -------------1--- I > CSAH 19 EBl 11B'00 119'00 , 117'00 1------8----------------+--- ~ -------- --1-------------- --------- - RETAINING WALL NO.2 PLAN AT PROPOSED GRADE OF SIDEWALK 987.20 982.75 9B 1. 50 980.00 DETAIL B 973.25-' p10tneme SCALE: AS NOTED SIGNA1URE, lYPED M PRINTED NAME, use...nome RETAINING WALL NO.2 ELEVATION DONALD W. STERNA. P.L H RETAINING WALL PLAN STATION TO STATION ENGLISH UNITS S.A,P. 27-619-18 /SAP, 216-020-02 /SAP, 216-101-02 /S.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SHEET NUMBER 3/25/2004 FILENAME. t:\013BB-00\Cod\Ret WolI\13BBrw-2-sht6B 9MTE. 4/01/04 LICENSE NJI1BER 19103 DESIGN ENGINEERI I HEREBY CERilFY THAT THIS PLAN WAS PREPARED BY HE OR UNDER MY DIRECT SUPERVISlON. AND THAT I AM A DULY LICENSED PROFESSIONAL ENOINEER UNDER THE LAWS OF THE STAlE OF MINNESOTA. RETAINING WALL ALIGNMENT TABULATION POINT CONTROl POINT STATION LI BOP 18'88.24 PC 18'88.24 RAOlUS NIA C2 PI 1'1'17.55 L3 PT ]'1'42.24 DELTA ANGLE DEGREE OF CURVE. ARC TANGENT RADIUS ARC LENGTH EAST ING NORTHING DIRECTION DISTANCE 447255.7658 140062.5812 NAZ 247'25'26' 0.0000 447255.7658 140062.5812 55'14'58' 102'18'50' 2'1.306'155,000054.0000 447234.283'1 140114.2.'171 447282.8306 140073.8235 44728'1.0205 140102.46'13 NAZ 12'18'14' 0.0000 plotneme SCALE I AS NOTED SIGNATURE, uset"ncme TYPED lJl PRINTED NAIE, DONALD W, STERNA, P.E. 3/2512004 FilENAME: t:\OI3BB-00\Cod\Ret Wall\l38Brw-3-sht69 <;IMTE' 4/01/04 DESIGN ENGINEER- I HEREBY CERTIFy THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LICENSE ItJlIlER 1 '1103 , " PARKIG LOT "',/>~ , / " /' '. " /' ';r.... " / ICJ ESJ " " ./. ~.,., >.( . ., '../ " .,. ,/ . ~ -,', '. , , " , '. , . " . " , ~FRONT FACE OF WALL , , " , SEE DETAIL A SHEET 68 I TYP. ) H " RETAINING WALL NO.3 PLAN 2.5' PILASTER 2.5' PILASTER 13.5' PANEL A ]3.5' PANEL D '182,41 ~981.B0 1 ,-98].]8 ,'180,57 '179.95 PROPOSED GRADE AT FACE OF WALL PROPOSED GRADE OF SIDEWALK AT 8ACK OF WALL RETAINING WALL NO.3 ELEVATION RETAINING WALL PLAN STATION TO STATION ENGLISH UNITS S.A.P. 27-619-18 /SAP. 216-020-02 / SAP. 216-101-02 / S.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 / 0' 20' -+- SHEET NUMBER plotneme user neme 3/25/2004 I 0' M ... ....1 "'...I 1I'l<l: .", l\l V:SEE DETAIL A b ~ SHEET 6B I TYP. I 0. a> L2~ 20' LI '--FRONT FACE OF WALL -- 3B' M ~...I~ a> ...I . <I: (~; ,,~ I~ L3J )-- ) CSAH l'l WB, -- -.. -"'-'" -... -... -.. -'" -... -... - ... -.. -... -... -'" -... _\- -... -... =-=- ~ -:---=..~--=---=---=-~-----_. -------- ------------------------C~~S:-l'l EB RETAINING WALL NO.4 2.5' PILASTER Ir 30' 32.'l' 32.'l' , . PANEL A T PANEL B T PANEL C ,6' CONCRETE CAP '!B0.50, 'l7~.50 ./ TOP ~ SHEE;t:"1 L1NCl~ ~ ~ /_PROPOSED ClRADE V'l73.Bj- /'173.60 V'l73.12 /11 II I I I.. ~BOTTOM OF CONCRETE R' '171.3'1.-1 '165.00 I I BOTTOM OF SHEET PILING--1 PLAN 2.5' PILASTER 30' I I PANEL D .,'lB0.50 ~ ~ '176.00 ~ V '172. 63 I 'l72.f/l4 'l6'l.~ II 'l65.f/l0 'l' 'l' 6' rTI1 T/WALL EL..., .r . ~SEE PLAN .., wL ..!if: u, 1':':'" ~ - - FINISHED ~ GRADE, SEE >- lSl. PLAN ,4' CLR. >- "5 BARS Q12'~ ~ ~ FINISHED ::\E> GRADE, SEE PLAN\ ~' -- ~ I--PZ22 SHEET PILE WALL N 1'--1- .' X 3' SHEAR STUDS. SPACE Q 22' HORIZONTALLY AND 1B' VERTICALLY POINT CONTROL POINT STATION Ll BOP 23'56.42 L2 PC 24-50.1B RADIUS N/A C2 PI 24-66.20 L3 PT 24'82,23 DELTA ANGLE DEGREE OF CURVE. ARC TANGENT RADIUS ARC LENGTH EASTIOO NORTHING DIRECTION DISTANCE 447688.7'105 140223.8677 NAZ 88'55'36' '13.7574 447782.5314 140225.623'1 01'19'01' 04'06'32' 16.0251 1394.3'15032,0488 447756.4112 14161'1.7743 . 4477'lB.5537 140225.9241 44781~.5649 140226.5'125 NAZ 267'36'37' 0,0000 lSl >- ~ lYPICAL SHEET PILE WALL CONCRETE FACADE NOT TO SCALE RETAINING WALL NO.4 ELEVATION TYPED IJl PR lHTEO NAME I LICENSE WtllER 1'1103 U,I-I........ tJ+~ DONALD W. STERNA, P.E. H RETAINING WALL ALIGNMENT TABULATION SCALE: AS NOTED SIGNATURE. FILENAME, t,\01388-00\Cod\Ret WolI\1388cw-4-sht70 gMTE' 4/01/04 OESICN ENGINEER_ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERYIS10N. AND THAT t AM A DLLY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. \ N N f? :j L3 "'<1: N'" b~ Q.~ '~ ../L2 FRONT FACE OF WALL~ 30' SEE DETAIL A SHEET 6B (TYP. I ;--) CSAH l'l EB ~...:.~....:.~-=. 7""-=':--=,:--=, ~-=.:- ....::.~-.: --1-- - -- - - -- - - - - - - - - - - - -- -- --- ----..- > CS~:I ~ ~B-J - - - - - - - - --- - - RETAINING WALL NO, 5 PLAN 2.5' PILASTER 1112,. 30,75' P~I PANEL B 2.5' PILASTER 30' -I 30,75' PANEL C 30.75' PANEL 0 , . T PANEL E I I 6' CONCRETE CAP'\ ,'l78.50 TOP OF SHEET PILING~ ___ ---'-T---~ '17500-;. /. - - . r- I -....;::: . ~L/.'/ ,PROPOSED GRADE r'm,52 ~~74~":::::- 'l72.8'l, r r'l72.'l1 \ V-'l72.8'l 'l70.3:J I II II II II r 1\" 'l7~.36 BOTTOM OF CONCRETE I.l I L'l71.86 '176.80 "175, 00 I 'l65.'l0 ,.. <J65.'l0 BOTTOM OF SHEET PILING RETAINING WALL NO.5 ELEVATION RETAINING WALL ALIGNMENT TABULATION POINT CONTROL POINT STATION LI BOP 23'1'1.00 L2 PI 24-41.22 L3 EOP 24'53.25 DELTA ANGLE DEGREE OF CURVE. ARC TANGENT RADIUS ARC LENGTH EASTlNG NORTHING DIRECTION 447656.8759 140145.93Q2 NAZ 85'44'4'1' 447778.7633 140155.0034 NAZ 132'35'52' 4477B7.5'168 140146.8812 RETAINING WALL PLAN STATION TO STATION ENGLISH UNITS S,A.P. 27-619-18 /SAP. 216-020-02 / SAP. 216-101-02 / S.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 DISTANCE 122.2240 12.0000 SHEET NUMBER 170/ 1/150 - - = C\J I en 00 (J' = - I 0 ...0 Z - " C\J I- U 0.., W <J; -, 0 Vl 0<: 0.... ..:) {.:' ~o,J"'J~ -.- :{~ \ ~.fi: "':\~ "?t.',i. .~.~ ....':-. r~ (j -lm.--l - 1. _ !j "'",,- ...........~.r..-J'1. ....................-r- ~.'). '...... .~...""'" 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I I~~~ .---,..~~ I I"\.ANT1>I:1o 5ED L.IMIT& . CONTAIN :. PL.ANT1>I:1o 5ED WIT" LANDllCAPE l'i' EDGING . MJL.C" ALL. I"l.ANTING ~ eED& WIT" 4.... C/F HnDOT 38&2 .- T"T'PE . MJL"" OVER L.ANDec:APE FAeRIC . T...... r-" U I / '-- ......,. I 11..e.r~I. \lvt:tergTl 'Alrcpwrpur.. M~'. 3.c:s.1 \ 'J-Tt'uJ' ",celdllllnl.U. 'Fy.lftldlU.', fir' e..~ \ :i \: ~F" .+ .f/: ---- ('/! 'f_...... \ ._-L.. ./ i // .-.-.-.-- ./ ..-,,-/ ..-..----..------------- ,/ -..-..- ) I 2______ (\ \j \) ~~ 1 <34 FLANTIN6 AREA "A" - PLANTING PLAN SCALE, 1" , 112>' plotnGMP SCALE: AS NOTED SCNAlURE: TYPED 011 PRIHlEO 1I\IlE: usernQl'le PLANTING DETAILS NOTE: REFER TO PL.AN &>IEET!!> ~ . '37 FOR DETAIL!!>. REGlUIREMENT!!>. AND OTHER NOTE!!> RELATED TO PL.ANTINGoS FOR THI& PROJECT PLANTING 5CI-lEDULE (PLANTING AREA "A"'>: NOTE, COl1PO&T &HAL.L. BE CONSIDERED INCIDENTAl. TO TI-lE PLANTINGoS. DECIDUOUS rlOtEES Conwnon Nail. _..... Red o.~ P,illrl.nr. erilb.1pple I &c:lent.lnc: Na.... a..-CUI rubr. ,.,..... 'Pr.1rI.rlr.' 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MJLC" OVER LANCecAPE FAeRIe ...__- 'T'l'P~' _.-" __ .~.::..--- :------ .----- ..... I.c:wrc:u. rubr',2 In'-Cal IA )-Malu. 'Pr.lr1enr.'. I In''.c.1 \ I __-- .,t----- "Mlperut __.1". &-Gal l.AN;)SCApE FABRICz T.,.,5c:lnd POL YElTER LAhOSCAf'EJFn. TI!R FABRIC OR API'ROYfO I'IAIU'AC1\lREI) ~T. lNIlTAU. A$ PER 1'IAIU'AC1lJAER& lNIlTlOlUCTION5 !lELClW AU. -.u TO !IE ~CHI:I. JASON LAMBERG. R.LA. H 19 SHEET NUMBER SAP. 216-101-02 / SAP, 216-108-01 PROJECT NO, 9821 ENGLISH UNITS SAP, 27-619-18 / SAP. 216-020-02 / HENNEPIN COUNTY CSAH MG' 26 2004 0327 -L.GnclscGp..-rINAL..dwg lICENSE NlMlER LANDSCAPE ARCHfTECT: I HEREBY CERTIFY THAT TWlS PlAN WItS PREPAREO BY ME OR UNDER MY DIRECT SUPERVISION. AND THAT 1 AU /II. 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'" '"~ 8 ~~ ~ ~~ 0:'" es o~ !l ~~ iil ~~ l!l fl~ !:l ~'" e,i!' lei i~ ~:; ..~ ~~ !~ .. to d ~e ~iS lit!!! ..." >:'" _a: I \ , \ I ! i i i : . \ \ , \ \ \ \ \ \ \ \ \ \ i i \ i i \ i \ \ i i i i i i i 1\ i i \ i o \ \ . \ \ i i \ \ i \ \ \ \ \ 1\ \ \ \ \ \ \ \ \ i \ \ \ \ \ \ \ \ .\ \ \ \ \ . \ \ 0 \ \ \ \ \ \ . \ \ . \ \ 1\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \ \ \ \ \ ~ \ \ \ \ . ~ \ \ W \ \ lY. I \ <( \ \ IL \ \ 0 1\ ,i Z i \ Q 1\ .... \ I l- 1\ U i i w \ \"./d) ".Vi i ./ \ \ w \ I :r \ \ ..... i i lY. \\ 0 \ \ Z \ \ '-' \ \ z \ \ ~ \ \ ...J \ \ lL \ \~ II- \~ \...J IlL eJ' '" li:l ~ J z o ~ ~ I l!i ~ '" i 5~ ~ ~: C'i ~~ 0 ",- .q- ~i . .,,- ~o lO! :.:1i <!i Cl W I- o Z 01 ~ 'l! ..J <[ Z ;:: I It a. d u .. ... C d ... I ,... N l;l ~ w -' c5 VI ~ .. ~ g C N " " '" c c .. L N 0 .. L a. .. :> :l! PARKING lOT STRIPING DETAil CSAH 19 I I I I I I ("I "'-,,,", i'l ",-' , "- ~.D~, ',,- " ,,'<-'\- ", "" ~~ ... ',~,. BEGIN SAP. 2{6-02D-O S.A.P. 27-619-18") CSAH 19 1-1- STA 104+77.04 ' ~l~ ~ ...JC-19 4" SOLID WHITE PAINT 12" SOLID WHITE PAINT CROSS HATCHED MEDIAN AT B' SPACES 12" SOLID YELLOW EPOXY CROSS HATCHED MEDIAN AT B' SPACES 4" SOLI 0 WH I TE LANE L1NE-EPoXY ~~ 0' 50' ~ 42' ~ 4" SOLID YELLOW LI NE AROUND MEDIAN 12" SOLID WHITE PAINT CROSS HATCHED MEDIAN AT 8' SPACES 4" SOLID WHITE EDGE LINE-EPOXY 4" SOLID YELLOW EDGE LINE-EPOXY I I I L I ~ & STRIPED MEDII\N SEE STRIPINGI DETAILS 4" SOLID W~ITE LANE LINE-EPOXY o " ", COUNTRY CLUB ROAD \ ~\ - \ T 1- - -i- I'! I , 0 i I I J \ \ I \ 1 f'... "'- . I I " \~1 . I 7 \ \ I~\ I 1----,.--- I 1 \-------. - -. 4" SOLID WHITE L LANE LINE-EPOXY 4" SOL 10 YELLOW --L- \. EDGE LINE-EPOXY _ ~ \ --' \, ~ II \1-\ L!::::::. , I I ,1\ ~ \\ \ ~" " \\ ~ \\ \ I_~",\z \'\ \ ---- \\~\ == F ~ - =-= =-= :::.,=- \\ ~_\\ \ f1I J .- \.V LEFT TURN ARROW ~ @ ~ RIGHT TURN ARROW <ID ONLY PAVEMENT MESSAGE ~ INSTALL SALVAGED SIGN ALL SIGNS' SHALL BE FURNISH AND INSTALL UNLESS OTHERWISE NOTED \ -.l. ............ /1 (~\ (.; lei + I II I L___ , oil t==J ;-".-".~ f i ~ r- I \ t i LEGEND -. NOTES: 1) UNLESS OTHERWISE NOTED ALL SIGNS SHALL BE PLACED AS DETAILED ON SIGNING ANO STRIPING DETAIL SHEETS. 2) ALL STRIPING SHALL BE EPOXY UNLESS OTHERWISE NOTED. 31 ALL CROSSWALKS SHALL BE POLY-PREFORM. 4) LANE WIDTHS DO NOT INCLUDE GUTTER WIDTH. plotneme 3/23/2004 FILENAME: t:\0138B-OO\Cod\ 13BBss01.dgn DATE: 4/01/04 LICENSE NUMBER 1 9' 03 H SIGNING & STRIPING PLAN - CSAH 19 STATION 104 + 73 TO STATION 115 +00 ENGLISH UNITS S.A.P. 27-619-18 /SAP. 216-020-02 / SAP. 216-101-02 / S.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SHEET NUMBER SCALE: AS NOTED SIGNATURE: TYPED OIl PRtHlED HALE: DONALD W. STERNA. P.L user-nome DESJGN ENCINEER: I HEREBY CERTIFy THA.l THIS PLAN WAS PREPARED BY ME: OR UNDER MY DIRECT SUPERV)S)ON. AND THAT I AM A DULY LICENSED PROFESSIONAL ENCINEER UNDER THE LAWS OF THE STA.TE or MINNESOTA. CSAH 19 4* SOLID YELLOW EDGE LI NE -EPOXY 4. SOLI D WH I TE LANE LI NE -EPOXY 4" SOLID WHITE EDGE LINE-EPOXY '..J --- J /'-" / / / y 4" SOLID WHITE EDGE LINE-EPOXY END CONSTRUCTION SHOREWOOD LANE. STA 602 + 55.00 C-17 0/ 50/ jI :---~-~ // ST~P !1- !(-+ C-4 4" SOLID WH ITE EDGE LINE-EPOXY 4 * SOLI 0 yELL OW EDGE LI NE -EPOXY ~~ . . . . . . . . . 4" SOLID WHITE LANE LINE-EPOXY 4" SOLID DOUBLE YELLOW LANE LINE-EPOXY 4" SOLI 0 WH I TE LANE LINE-EPOXY BEGIN CONSTRUCTION SHOREWOOD LANE / ST A 602 + 25.00 / J.-_ / ",/ / / / / --- r_--, I ---_ 4" soL 10 WH I TE ! EDGE ~ INErEI\OXY ; 4 * SOL)~ D'oo~LE kELLOW LANE L IN~OXY/ ! I , --., C-9 4" SOLID WHITE EDGE LINE-EPOXY C-11 c--, / ............. ~/ CD @ , RIGHT TURN ARROW @) ONLY PAVEMENT MESSAGE QV INSTALL SALVAGED SIGN ALL SIGNS SHALL BE FURNISH AND INSTALL UNLESS OTHERWISE NOTED / r-[~END 'J~EFT TURN ARROW NOTES: 11 UNLESS OTHERWISE NOTED ALL SIGNS SHALL BE PLACED AS DETAILED ON SIGNING AND STRIPING DETAIL SHEETS. 21 ALL STRIPING SHALL BE EPOXY UNLESS OTHERWISE NOTED. 31 ALL CROSSWALKS SHALL BE POLY-PREFORM. 41 LANE WIDTHS DO NOT INCLUDE GUTTER WIDTH. 3/23/2004 FILENAME' 1'\01388-00\Cod\138Bss02.dg" DATE: 4/01/04 LICENSE NIJII8ER 19103 H SIGNING & STRIPING PLAN - CSAH 19 STATION 115+00 TO STATION 127+30 ENGLISH UNITS S.A.P. 27-619-18 IS.A.P. 216-020-02 IS.A.P. 216-101-02 IS.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SHEET NUMBER plotnome SCALE: AS NOTED SIGNlTURE: TYPED IJl PRINTED Nl\{: DONALD 'II. STERNA. P.E. use~name DESIGN ENCHNEER: I HERESY CERTIFy THA.T THIS ~LAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERvlSION. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE L.AWS OF THE SlATE OF MINNESOTA. N ROAD SN\\1\rrOW plotnome SCALE: AS NOTED user-name 3/23/2004 F"lLENAME: t:\01388-00\cod\ 1388ss03.dgn -.~l 10.11 j II !r0\Q :, ~~ I-- I \ I _\ I ::;:::..--- -- - "......- + .--.~- / -'-I r -- \ /-- ......--,lJ-\ '- J Ii! 1 G\ \ I I '. \ I ' \ I \ \ \ . 1 r \ i \ \ \ \ ~--'-) Smithtown Road / Country I \ Club Road .-l L--. END SAP. 216-101-02 ~~ I SMITHTOWN ROAD _ _ STA 299 + 74.00 4' SOLI 0 WH I TE LANE LINE-EPOXY 'I" DOUBLE-SOLID YELLOW LANE LINE-EPOXY I \ ' I , \ I L--.J 1 .-:=- "'(' -- 1\ I I \, I I I 1\' I .--- ~-'1 : I' ~__J , . I I '-11 I' . \ 1 -'I Ii .JL-_-J) !I C-3 ___ ,- A ~ ~--. \ '\ ~I \ ~~ I ~. I I L----.--J _ :::~ ..J + ---,..::..-..---.- --.:::.-::---- --- 0--- j END SAP. 216-108-01 COUNTRY CLUB ROAD ST A 499 + 84.00 0<€> HJl VII. 3I'tII:IJ xxxxxx o ~x~ xxxx xxxxx / \ ...--- - - - ---..J ,/ n .J~ i i LJ e ~ 0 fJ'~ \ !_____J( "-. cD \ _._..--.~ ' f\ I \ . 'I I \\ ~ r---- ~--_J i \. Ii \ ~- + l' \ I \ I , ' , , I I \ \ i \ I ' II i ' I I j 1. ____---1 L____ ......- C-12 r - I 'I" DOUBLE-SOLID YELLOW LANE LINE-EPOXY I I I I I I I I i I r I I ! I I : !~i I c <t o a: !Xl ::J -l U >- a: I- Z ::J o U BEGIN SAP. 216-108-01 COUNTRY CLUB ROAD ST A 495 + 80.00 \ j I 0' 50' G III @ I T @ i!li LEGEND CD J LEFT TURN ARROW @ ,. RIGHT TURN ARROW @) ONLY PAVEMENT MESSAGE o INSTALL SALVAGED SIGN ALL SIGNS SHALL BE FURNISH AND INSTALL UNLESS OTHERWISE NOTED NOTES: 1) UNLESS OTHERWISE NOTED ALL SIGNS SHALL BE PLACED AS DETAILED ON SIGNING AND STRIPING DETAIL SHEETS. 21 ALL STRIPING SHALL BE EPOXY UNLESS OTHERWISE NOTED. 3) ALL CROSSWALKS SHALL BE POLY-PREFORM. 4) LANE WIDTHS DO NOT INCLUDE GUTTER WIDTH. DESIGN ENGINEER: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY UE OR UNDER MY DIRECT SUPERVISION. AND THAT J AW A DULY LICENSED PROFESSIONAL ENCINEER UNDER THE LAWS OF' THE STATE OF' MINNESOTA_ H SIGNING & STRIPING STATION ENGLISH UNITS S.A.P. 27-619-18 /SAP. 216-020-02 /SAP. 216-101-02 /S.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SIGNA fURE: lYP!:D DR PRINfED NAIoE: DONALD W. STERNA. P.E. PLAN - SMITHTOWN ROAD / COUNTRY CLUB ROAD TO STATION SHEET NUMBER DATE: 4/01/04 LICENSE NUIIIlER 19103 GENERAL REQUIREMENTS EPOXY THE ENGINEERS INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD SPOTTING. LOCATION AND INSPECTION. THE ENGINEER WILL PLACE NECESSARY "SPOTTING" AT APPROPRIATE POINTS TO PROVIDE HORIZONTAL CONTROL FOR STRIPING AND TO DETERMINE NECESSARY STARTING AND CUTOFF 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- METALLIC). 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 LESS) URBAN PORTLAND CEMENT CONCRETE ROADWAYS. SANDBLAST CLEANING SHALL BE USED FOR ALL EPOXY PAVEMENT MARKINGS. 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. REQUIRES 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. 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 DR 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 Z". 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 DIMENSIONS. QPERAT[ONS SHALL BE CONDUCTED ONLY WHEN THE ROAD PAVEMENT SURFACE TEMPERATURES ARE 50'F OR GREATER. PERMANENT PAVEMENT MARKINGS SHALL NOT BE PLACED OVER TEMPORARY MARKINGS. IF OVERLAY APPLICATION IS SPECIFIED OR AUTHORIZED BY THE ENGINEER 1. TEMPERATURE REQUIREMENTS MINIMUM AIR TEMPERATURE MINIMUM PAVEMENT TEMPERATURE MINIMUM OVERNIGHT TEMPERATURE SO'F (lS'Cl AND RISING 70'F (Z1'Cl AND RISING SO'F (1S'C) AND RISING rt; CSAH 19 3. 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 - STAMARKh SP44 ONLY 4. 11+ DAYS - STAMARK" E44 OR SP44 DEPENDING ON APPLICATION. SEE MANUFACTURERS SPECIFICATION OLD MARKINGS A. DO NOT APPLY OVER PAINT, EPOXY. OR THERMOPLASTIC UNLESS WELL WORN AND WELL ADHERED TO THE ROAD. OLD MARKINGS MUST BE AT LEAST 75~-BO~ WORN AWAY B. GRIND OR SANDBLAST OLD MARKINGS AND SWEEP OR BLOW SURFACE CLEAN C. APPLY REQUIRED PRIMER 12' THRU LANE 11' LT TURN LANE 12' THRU LANE 12' RT TURN LANE 2' 2. SOLI 0 WH lTE EDGE LI NE EPOXY SOL 10 YELLOW EDGE LINE EPOXY SOL 10 YELLOW LANE LINE EPOXY SOLID WHITE LANE LINE EPOXY SOLID WHITE LANE LINE EPOXY VERY 2":!:1"-If. 2":!: 1"-1 f. ..Jf.2":t: 1" ..J1-2":t: 1" ..J1-2":t: 1" 3. WORN STAMARKN MARKINGS A. OK TO APPLY NEW MATERIAL OVER WORN STAMARK", REMOVE ALL LOOSE MATERIAL WITH SCRAPER OR KNIFE. B. SWEEP OR BLOW SURFACE CLEAN. C. APPLY REQUIRED PRIMER TYPICAL STRIPING DETAIL 3/23/2004 fiLENAME: t:\01388-00\cod\ 1388ss04.dgn DATE: 4/01/04 LICENSE NUIl&R 19103 H SIGNING STATION ENGLISH UNITS S.A.P. 27-619-18 /SAP. 216-020-02 / SAP. 216-101-02 / SAP. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SCALE: AS NOTED SIGNATURE: TYPED OR PRINTED Nl"": DONALD W. STERNA. P.E. & STRIPING PLAN - STRIPING DETAILS TO STATION SHEET NUMBER plotnome usern~me OESIGN ENGINEER: I HEREBY CERTIFY THAT THIS PlAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION. AND THAT I Alii A DULY LICENSED PROFESSIONAL ENCINEER UNDER THE LAWS OF THE STATE or MINNESOTA. r 3D' - 80' ~ 200' OR LESS ~ ~ ARROW AT (Ll IW) (S) MIDPOINT WIDTH OF WIDTH OF WIDTH OF OVER 200' INSIDE LANE PAINTED AREA SPACE 9' 2.0' 2.5' 10' 2.5' 2.5' ~ '" 2.5' 3.0' 1- 20' '2' 3.0' 3.0' 50' 13' 3.0' 3.5' 6' MIN~ ) - - - - L - S I 1 - t.w - - -1 II 2' MIN UNSTRIPED DISTANCE - - -- - Arrows - B' - r- THRU LANE -.. 4U DOUBLE SOLID YELLOW LANE LINES TYPICAL MESSAGE PLACEMENT FOR TURN LANES THRU LANE NOTES 1. PAINTED AREAS TO BE CENTERED ON CENTERLINE AND LANE LINES. 2. A MINIMUM OF 2' 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. 24" SOLID YELLOW LINE AT 4S" (20' SPACING) B } DIMENSION TABLE A 2'- S B 3'- 6" C 2'- 0" o 2'- 6" E 3' - ," F 0' - B G 3'- 3" H 2'-2" I ,'- 0" J " - O. K " - 3 L 5'- 0" M 7'-8" N 3'- IOU P 4'-6" E A C MARKINGS FOR PEDESTRIAN CROSSINGS (POL Y-PREFORM) STRIPED MEDIAN DETAIL I, ", ", I A A I SIZE 6' x B' PAVEMENT MARKING DETAILS (POLY-PREFORM) 3/23/2004 FILENAME: 1:\013BB.00\cad\ 13BBss04.dgn DATE: 4/01/04 LICENSE NIJIIlER 19103 H SIGNING & STRIPING STATION ENGLISH UNITS S.A.P. 27-619-18 /S.A.P. 216-020-02 / SAP. 216-101-02 / S.A.P. 216-108-01 HENNEPIN COUNlY CSAH 19 PROJECT NO. 9821 PLAN - STRIPING DETAILS TO STATION SHEET NUMBER platname SCALE: AS NOTED SIGNATURE: TYPED 00 PRIHITD HALE: DONALD W. STERNA. P.E. user-neme DESICN ENCINEER: J HEREBY CERTIFY THAT THIS PLAN WAS PREPARED By ~E OR UNDER MY DIRECT SUPERVISION. AND THAT t AlA A DULY LfCENSEO PROFESSION"L ENGINEER UNDER THE LAWS OF THE STATE or MINNESOT.... STREET LIGHTING SUMMARY ~ LIGHT BASE F&I LIGHT UNIT INSTALL SERVo PNL. SECONDARY F&I LUMINAlRE F&I LUMINAIRE INSTALL UNDERGROUND WIRE CONDUIT DESIGN E TYPE SPECIAL LI GH T I NG UN I T TYPE T1 (MODl 150W HPS 2S0W HPS LUMINAJRE 3 CONDUCTOR NO.6 1 CONDUCTOR NO.6 (BAREl 2' RIGID STEEL 2 PVC 2 RSC (PUSHED) STA TO STA LOCATION S.A.P. SAP. CITY PROJ. S.A.P. SAP. TYPE SPECIAL S.A.P. CITY PROJ. .Q.A.2 SAP. SAP, lS0W HPS SAP. S.A.P. CITY PROJ, SAP. SAP. CITY PROJ. SAP. SAP. CITY PROJ. SAP. SAP. CITY PROJ, SAP. S.A.P. CITY PROJ. CITY PROJ. CITY PROJ. EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH LIN FT LIN FT EACH LINFT LIN FT EACH L1NFT LIN FT EACH LI N FT L1N FT EACH LI N FT LIN FT EACH LIGHT STANDARD FOUNDATION LOCATIONS _DRIP PLATE- Dr J L...-J L1 L2 L3 L4 LS L6 L7 La L9 L10 L 11 L12 L13 L14 L1S STAINLESS STEEL HINGE WITH BRASS PIN SUPPLY BOX FOR METER WITH BYPASS. NSP TO SUPPLY METER 3-POINT LOCKING MECHANISM STD. POLICE LOCK & KEY .~2H X 2" X 3,.1,H 30 IRON BASE FRONT POLE STATION LOCATION . o I o N 5'-OH RT 3'-6H LT , (UNLESS OTHERWISE I NOTED IN THE PLAt.1) , ~ r /.., .~/. ~'~~';':'~/':'. 2LO' /. : '~/. : ,~,;.:.: '~/. :, ., . :.. . : . . :.. .: I 36" I LIGHT BASE DESIGN E .2r- L 'S'l PLAN GRADE CURB OR CURB & GUTTER o o ELEVATION 1 ...- 2" PVC CONDU (T , (REFER TO PLANS FOR OUANTITY AND ORIENTATION) BASE I LIGHTING UNIT lYPE SPECIAL NO SCALE SERVICE PANEL DETAIL NO SCALE CD SERVICE PANEL CONCRETE PAD DETAIL NO SCALE NOTES: CD TH I S WORK SHALL BE I NC I DENT Al TO ITEM 245.541 HSERV I CE PANEL SECONDARY TYPE T1 (MOD I. " 3/24/2004 FILENAME: 1:\0138B-00\Cad\ 138Bs101.dgn DAlE: ~/OI/D~ LICENSE NlMBER 19103 H STREET LIGHTING PLAN STATION TO STATION ENGLISH UNITS S.A.P. 27-619-18 /SAP. 216-020-02 / SAP. 216-101-02 / SAP. 216-108-01 HENNEPIN COUNlY CSAH 19 PROJECT NO. 9821 SHEET NUMBER pIatnome SCALE: AS NOTED SIGNA TUllE: TYPED OR PRINTED NAIE: DONALD VI. STERNA. P. E. user-nome DESIGN ENCINEER: 1 HEREBY CERTIFy THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION. AND THAT I AM A DULY LICENSED PROFESSIONAL ENCINEER UNDER THE LAWS OF THE. STATE OF MINNESOTA. CSAH 19 -L I v...: /I / j II / / // , I II I: /;1 / I If .: -! I' II ~ :1 ~~~ ~\I' ~~ ~/'~~ \ ,-- II' I' f= ~ 'j///// I ~o:~ ::E+ ~ "/ I-I ~ =F =F j~ ~ ~ ~ I' I r -, , /l1l"~ ~ h (~() ~ ~ LJ~ ~\\k:. ,,' ''''', \. ~ ~,/ "'-~ j~~ </ ~~ 0' 50' 'I U 10 111~DiJllllllllllllllll iTL. '- - I I I I I + -'~ ~ - \ 8 e o~ o ~ ---- 0 \lr -_ /1, ---- --~ - :---.... o OI)1~ ~ \ j l \ " \ o 00 + - \ /9 i t-=, -, .3/24/2004 FILENAME: 1:\Ol.3BB-OO\Cad\ 1388s102.dgn DATE: 4/01/04 LI CENSE NUI\IlER 1 91 03 H STREIT LIGHTING PLAN STATION 104+73 TO STATION 115+00 ENGLISH UNITS S.A.P. 27-619-18 /SAP. 216-020-02 / SAP. 216-101-02 / S.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SHEET NUMBER plotname SCALE: AS NOTED SIIiHATIJIlE: lYPED IR PRINltD NALE: DONALD 'II. STERNA. P.L user-name DESlaN ENaINEER. I HEREBY CERTIFY THAT THIS PLAN WAS PREP'RED BY "'E OR UNDER.... DIRECT SUPERVISION. 'ND TH'T I .... . DULY LICENSED PROFESSIONAL ENalNEER UNDER THE LAWS OF THE STATE OF "'INNESDTA. CSAH 19 I I / " - - j / / r i / . I / ~. /"'\ _/ ~ \;--/' C'----'/ 0-) ,~ I C""D -/ r- /, '- :2-':::::.:=u. V I. /!r <----Ljl - --J .II If@1n/ I L-JI / II L-.J, ~ I --- ___ ---_--1 --___I I i -..._- 1- _ I I I I I I I 1-- I .,1 I I I I I I I I I i r, plotneme STREET LIGHTING PLAN STATION 115 + 00 TO STATION 127 +30 ENGLISH UNITS S.A.P. 27-619-18 /SAP. 216-020-02 / SAP. 216-101-02 / S.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 SCALE: AS NOTED SICNATURE: TYPED OR PRINTED NAIE: DONALD 1/. STERNA. P.E. H user-nl)me DESICN ENCINEER: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER IolY DIRECT SUPERVISION. AND THAT I AI4 A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/24/2004 FilENAME: 1:\013BB-OO\Cod\ '3BBsI03.dgn DATE: 4/01/04 LICENSE NIJ\flER 19103 y 0' 50' SHEET NUMBER MONO-LEVER MAST ARM SIGNAL POLE AND ROTATABLE LUMINAIRE SHAFT EXTENSION (SEE SPECIAL PROVISIONS) (NO SCALE) SEE SPECIAL PROVISIONS FOR LUMINA IRE TYPE. MAST ARM SIGNAL POLE FOUNDATION (NO SCALE l SIGNAL PLAN LAYOUT LEGEND SIGNAL ASSEMBLY FOUNDATION (NO SCALE) SEC. A-A 12 3/4" BOLT CIRCLE (4-5/8" X lS" ANCHOR BOLTS) 22/1 DIA. 2' SQUARE OR 30/1 ROUND FOUNDATION (CONTRACTOR'S OPTION) e ~ ~ c ~ CONTROLLER AND CABINET SERVICE PANEL WITH METER AND DlSCONNECT SOURCE OF POWER POLE MOUNT SOURCE OF POWER PAD MOUNT SEC. A-A 21" DIA. lS/I DIA. BOLT CIRCLE 2 3/S" D.O. CONCRETE SHALL BE MIX 3Y43 OR EQUAL ~ . PVC HANDHOLE WITH METAL COVER LUMINAIRE MOUNTING HEIGHT (SEE TABULATION) DAVIT TYPE ROTATABLE LUMINAIRE SHAFT EXTENSION CONCRETE SHALL BE MIX NO. 3Y43 OR 3A43 DR EQUAL ~ MAST ARM SIGNAL POLE WITH + OPTIONAL LUMINAIRE SHAFT EXTENSION AS NOTED a ~ e e ~ ~ 112" RADIUS GROUND LINE 3/1 MIN. IN GRASS AREAS t 112/1 MIN. IN SIDEWALK AREAS A DIMENSION "A" DIMENSION /lG/I DIMENSION /IF/I DIMENSION /IE" DIMENSION "c/I "B"---j-- 3'1-- . I ~ SIGNAL ASSEMBLY PEDESTAL MOUNT 1/4" PROJECTION OF -L 1 A BOLTS AND RSC DETECTOR LOOP 1_ DENOTES PHASE) o GROUND LINE 3/1 MIN. IN GRASS AREAS 112" MIN. IN SIDEWALK AREAS 1 I' V IDEO DETECT! ON I . SIGN MOUNTI NG N CONDUIT SHALL BE OF THE SIZE AND NUMBER SHOWN IN THE PLANS WOOD SERVICE POLE WITH OPTIONAL LUMINAIRE SHAFT AS NOTED ---7 DOWN GUY WITH EXPANDING ANCHOR 4-3/S" 111 X 3'-6/1 4-1/4" 121 X 22/1 DIA. CIRCLES LAP OR BUTT WELDED RIGID STEEL CONDUIT SHALL BE OF THE SIZE AND NUMBER SHOWN IN THE PLANS. Z :::t "0 9 - 1/2" 121 X 21/1 DIA. CIRCLES LAPPED 5/1 OR BUTT WELDED 2 - 1/2" 0 X 11' DIAMETRICALLY OPPOSITE 1 4 - 1/2/1 I2l X 9' 3" ~ ..,. l :::t +1 ROTATABLE TYPE CONNECTION FOR . SHAFT EXTENSION OR POLE CAP lO if!!) (!j ~ lO INPLACE CONTROLLER AND CABINET o .T'. ~ en NOTE: POLE SHAFT SHALL BE BACK RAKED TO SET PLUMB UNDER NORMAL LOAD. INPLACE SERVICE PANEL WITH METER AND DISCONNECT CI STEEL REINFORCEMENT SHALL BE DEFORMED BARS. THE REINFORCEMENT SHALL BE SECURELY FASTENED OR WELDED TOGETHER. NOTE: NOTE: STEEL REINFORCEMENT SHALL BE DEFORMED BARS. THE REINFORCEMENT SHALL BE SECURELY FASTENED OR WELDED TOGETHER. INPLACE SOURCE OF POWER POLE MOUNT INPLACE SOURCE OF POWER PAD MOUNT -L ~ 4 - DN 1 1/2" IPS SEMI-BLIND HUBS ON POLE AT 0.. 90.. lS0. AND 210. AS MEASURED CLOCKWISE FROM CENTERLINE OF MAST ARM TO CENTER OF HUBS. L6" MIN. (50 ~ ~ B 0 INPLACE HANDHOLE SET FOUNDATION ELEVATION TO MAINTAIN CLEARANCE AT END OF MAS.T ARM BY Y ADJUSTING FOR ROADWAY GRADE. CONCRETE FOUNDATION SIGNAL ASSEMBLY FLAT WASHER TYPICAL (NO SCALE) INPLACE MAST ARM OR PEDESTAL INPLACE DETECTOR LOOP (_ DENOTES PHASE) MAST ARM DETAILS MAST ARM LENGTH 45' OR MORE MAST ARM POLE MOUNTING DETAILS .. MAST ARM LENGTH AND SIGN MOUNTING LUMINAIRE DAVIT POLE MID-ARM TENONS PLATE MOUNT! NG ARM -DIMENSIoNS- -DIMENSIONS- IiA" "B" "e" "E" "F" "e" HEIGHT LENGTH MA-1 35' la' 21' 24' 40' S' if MA-2 45' 12' 23' 26' 29' 40' a' MA-3 15' s' 10' MAST ARM LENGTH 40' OR LESS SIGNAL FACE WITH BACKGROUND SHIELD ~I +- 4 - 2/1 X 96" 4 - 1 112" X 60" ANCHOR BOLTS *** PEDESTRIAN INDICATION ~ TRANSFORMER TYPE BASE NON ROTATABLE ROTATABLE 2-1 SIGNAL PHASE AND FACE NUMBER 2 5/16/1 **If MINIMUM ANCHOR BOLT PER ASTM 325. EACH COMPLETE WITH LEVELING NUTS. EMERGENCY VEHICLE PRE-EMPTION (EVP) ONE-WAY ~ NOTE: FLAT WASHERS SHALL BE 1/4/1 THICK A36 GALVANIZED STEEL. . NON ROTATABLE TRANSFORMER TYPE BASE ---- RIGID STEEL CONDUIT (RSCl .. USE SALVAGED MAST ARM SIGNAL SHAFTS. SIGNAL MAST ARMS AND LUMINAIRE EXTENSIONS. SEE SPECIAL PROVISIONS. INPLACE CONDUIT ---- ---- SPAN WIRE HENNEPIN CO. SIGNAL I.D. NO. 8054100 SIGNAL PLAN - DETAILS STATION ENGLISH UNITS SAP. 27-619-18 ISAP. 216-020-02/SAP. 216-101-02 IS.A.P. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 plotnome SHEET NUMBER H TO STATION SCALE: AS NOTED lYPED M PRIN1[D NAr.E: CHARLES T. RICKART. P.E. SICNATURE: user-t'\t)me SIGNAL OESIGN ENGINEER: I HEREBY CERTIFY THA.T tHESE SIGNAL PLANS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERViSION. THAT THIS PLAN CONFORtotS TO THE Uh.4UTCD (EXCEPT WHERE A VARtANCE HAS BEEN GRlNTEDI. AND THAT I AU A DUlY LICENSED PROFESSIONAL ENCINEER UNDER THE LAWS OF THE STATE or MINNESOTA. LICENSE NUMBER 26062 FILENAME: t:\01388-00\Cod\ 1388spOl.dgn 3/25/2004 DATE: SIDE VIEW FLASHER SIGN MOUNTING DETAILS PEDESTAL POLE BACK VIEW SEE DETAIL A VAR. VAR. t PEDESTAL & SIGN PANEL I I W3-3 TYPE "c" SIGN "z" STRINGER PEDESTAL POLE 1 1 /2 ". TYP I CAL DETAIL A STEEL "z" STRINGER 3" X 2 3/4" X 6 3/4" (MNDOT SPEC. 3308) SIGN FACE PEDESTAL POLE 1/2" U-BOLT. NUTS AND LOCK WASHERS STRUCTURAL STEEL (MNDOT SPEC. 3391) plotname SCALE: AS NOTED userneme 3/25/2004 FILENAME' 1'\013BB-00\cod\ 13BBsp06.dgn SIGNATURE: FLASHER-BACK VIEW FLASHER-FRONT VIEW 1 1 /2" RSC (1) ONE WAY. 8" YELLOW LED FLASHING BEACON (SEE SPECIAL PROVISIONS) EVP DETECTOR (1) EVP INDICATOR LIGHT (1) fD APPROX. 6.0' ABOVE GROUND FLASHER AND CABINET (APPROX. 6.0' ABOVE GROUND) CONDULET 1-5/C#12 1-3/C#12 1-5/C#12 FROM CONTROLLER CABINET 1 1/2" RSC PEDESTAL SLIPFITTER COLLAR (SEE STANDARD PLATE 8111) FLASHER AND CABINET (SEE SIDE VIEW DETAIL) Cl: W o -.J ~ o :J: V) 12.0' l.L o TRAFFIC SIGNAL PEDESTAL POLE w <.::l o TRAFFIC SIGNAL PEDESTAL BASE WrNOT LESS THAN (SEE STANDARD PLATE 8122) 8.0' WITH PAVED PEDESTAL FOUNDATION AS PER PLAN SHOULDER (SEE STANDARD PLATE 8112) HANDHOLE AS PER PLAN 2" RSC 1 -5/C#1 2 SEE INTERSECTION LAYOUT FOR ADDITIONAL CABLES (1) APPLIES AT SA-1 AND SA-3 FLASHER CABINET DETAIL (SIDE VIEW DETAIL) (WITH FLASHER CABINET ON PEDESTAL POLE) 1-3/C#12 TO FLASHER TRAFFIC SIGNAL PEDESTAL POLE POLE MOUNTING BRACKETS AND STAINLESS STEEL STRAPS FLASHER SIGNING W11-8 SIGN (36" X 36") SEE MNDOT STANDARD SIGNS MANUAL 2 REQUIRED H HENNEPIN CO. SIGNAL 1.0. NO. 8054100 SIGNAL PLAN - FLASHER DETAILS STATION TO STATION ENGLISH UNITS S.A.P. 27-619-18 /SAP. 216-020-02 / S.A.P. 216-101-02/ SAP. 216-108-01 HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 TYPED DR PRINTED NAIE: CHARLES T. RICKART. P.L DATE: SICNAl DESIGN ENGINEER: J HEREBY CERTlF'Y THAT THESE SIGNAL PLANS WERE PREPARED BY l.4E OR UNDER lAY DIRECT SUPERVISION. THAT THIS PLAN CONF'ORMS TO THE MMUTCO IEXCEPT WHERE A VARIANCE HAS BE.EN GRANTED). AND THAT I AU A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF' MINNESOTA. LICENSE N\MBER 26082 SHEET NUMBER HH-6 TO HH-7 2" RSC 1-3/C#20 City of Tonka Bay i HH-5 TO HH-6 2" RSC 1-3/C#20 C SHLD HH-5 TO HH-9 4" RSC 3-12/C#12 1-3/C#12 1-3/C#12 (LUt.l1 1 -2/C#l 2 I SHLD I 1-8/PR #18 CSHLDI 0' 20' CAC-1 4" RSC STUB 2" RSC STUB (THREAD AND CAP BOTH ENDSI HH-10 TO HH-ll 4" RSC - /C#12 1-S/C#12 1-3/C312 1-8/PR#18 ISHLDI '=-- HH-g TO t.lA-2 3" R C 3-12 C#12 1-3/ #12 1-3/ 2 I LUt.l1 1-2/C l2 I SHL 0 I 1-8/PR 8 (SHLD I HH-l0 TO t.lA-3 3" RSC 2-121C#1 2 1-3/C#12 1-8/PR#18 ISHLDI HH-2 TO HH-3 2" RSC 1-3/C#20 I SHLD I \\ \ \ SOP-1 TO HH-1S 2" RSC I 3-1/C#3 HH-15 TO SP-1 2" RSC L- 3-1/C#3 "- R/W CAC-l TO HH-14 4" RSC 4-12/C#12 2-3/C#12 1 -21C#12 I SHLD I 1-3/C#20 I SHLD I 1 -8/PR#18 I SHLD I HH-13 TO MA-l 3" RSC 2 -l2/C#l 2 1-3/C#12 1-3/C#12 I LUt.l1 1 -21C#12 I SHLD I 1 -3/C#20 I SHLD I 1 -8/PR#18 I SHLD I HH-13 TO HH-14 4" RSC 4-121C#12 2-3/C#12 1-3/C#12 ILUMl 1 -21C#12 I SHLD I 1-3/C#20 I SHLD I 1-8/PR#1 B I SHLD I City of Shorewood ~ City of Shorewood HH-4 TO SA-2 3" RSC 2-121C#12 1 -3/C#12 2-2/C#12 (SHLD I HH-1 TO HH-4 4" RSC 5-12/C#12 2-3/C#12 1 -3/C#12 (LUt.l1 3-21C#12 (SHLDI 1-3/C#20 (SHLD I 1-8/PR#1 B (SHLD I HH-4 TO HH-S 4" RSC 3-121C#12 1-3/C#12 1-3/C#12 (LUt.ll 1-21C#12 I SHLD I 1-3/C#20 (SHLD I l-B/PR#18 ISHLDI I .2_15+00 --f------ HH-ll TO HH-12 4" RSC 2-12/C#12 1-3/C#12 1-8/PR#18 (SHLD I L..----"" = ~O~INIt!\1l. ~W~'if'1E1iJiI @P~!Pdt!\ 'if'O@w! SP-l TO CAC-l 2" RSC 2-1/C#3 1-1/C#6 INS. GR. - FLASH MODE SHALL BE ALL RED - NORMAL OPERATION SHALL BE FOUR PHASE - PHASE FIVE SHALL BE A PROTECTED/PERMISSIVE LEFT TURN - PHASES TWO AND SIX SHALL BE ON VEHICLE RECALL 3/26/2004 FILENAME: l:\013BB-00\cod\ 13BBsp07 .dgn DATE: LICENSE NUMBER 26082 H HENNEPIN CO. SIGNAL I.D. NO. 8054100 PIHlt!\~OWl~ SIGNAL PLAN - INTERSECTION LAYOUT STATION TO STATION ENGLISH UNITS S.A.P. 27-619-18 /SAP. 216....Q20-02 / SAP. 216-101....Q2 / SAP. 216-108....Ql HENNEPIN COUNTY CSAH 19 PROJECT NO. 9821 ILt!\W@[!Jj'if' SHEET NUMBER plotnome SCALE: AS NOTED S I CNATURE: TYP!:D tJl PRINTED NAIoE: CHARLES T. R ICKART. P. E. user- n~me SIONAL DESION ENOINEER. I HEREBY CERTIFy THAT THESE SJONAL PLANS WERE PREPARED BY lAE OR UNDER Ul DIRECT SUPERVISION. THAT THIS PLAN CONFORUS TO THE ....UTCD 'EXCEPT WHERE A VARIANCE HAS BEEN ORANTEOI. AND THAT I AlA A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE SlATE OF MINNESOTA.