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� <br />VRR/ES _ <br />_F <br />VRR/ES <br />11,M/TS W rl-RTK/rE / s££o _ <br />[lM/TS Df `eR7-1L/ZE , SEED <br />z1NITS 0! 3A4VA6f0 <br />VA'At_et, /' TD 25/' <br />VA_R. 2//' TO Z5./ <br />JIM/TS Of_SAC�R6f0 <br />TQPSOIL—� <br />— — -- <br />_'�TOi50/C �MULCNI <br />vw RfFERRFO �L4' <br />TO ON <br />III 00th <br />Dor% 002y <br />�QOL/� _ <br />4,1 <br />d/7711W/N0US 0N016re <br />?,fYf,0e-,Y r, 4I Ar'N — <br />CR06'N'f0 AG6RCCATE <br />SAS£ COURSE, /O /MCN — <br />IN CUT <br />PO/NF REfE-PRfO <br />TD ON 09055 SECT,�DNS <br />TYPICAL SECTION <br />STA# e0 t 00 TO ,STA'. B3+90 <br />STA f 7o TO srf. 7v 70 (DUNA/RK ptle- <br />41/,�rors ulFfR>rurE r s£Eo <br />&1#1rs Of sA wsq �1 Z3.4' <br />MTlolee d`, o Sf,'----/2 <br />u1N <br />�.I <br />A; I - <br />x/770/NOUS CONCAr7f <br />,-4WAfENr, S Y /NCN <br />CRUiNfO 146CR£6AT£ <br />AFAF£ lOURS£,///NCN - <br />IN CUT <br />NA Pipeline <br />kit 478 <br />1u►1lrrrrggton, WI 53105 <br />4114/76 3- 6876 <br />Attention: Orvil Boy <br />Wisconsin Poser and Light (Gas and Electric) <br />222 West Weshtngton Avenue <br />11"ison, W1 53703 <br />308/232-3063 <br />Attention: Jim Drysen <br />E 40' <br />uM/Ts of FERTnuzE , SEfo_ <br />CIM/TS Of SA( V44510 <br />?-oes( et MUCCN~ <br />RO/AT REffFRIO <br />TO ON FRAo-/z E <br />/ 0011, 00lr a.� <br />SPO/Nr RffEPRfO <br />TO ON CROS6 SECT/DNS <br />TYPICAL SECTION <br />Srw 99,# 6 ro 374. /mt ow <br />UTILITIES <br />City of Stoughton Utilities (Electric and Water) <br />211 South Water Street <br />Stoughton, WI 53589 <br />608/873-3379 <br />Attention: Robert Kardasz <br />Wisconsin Bell, Inc. <br />316 West Washi99ton Avenue <br />Madison, WI 53703 <br />608/252-2750 <br />Attention: Tom Schoenke <br />R/W <br />IN FILL <br />IN FILL <br />City of Stoughton Street <br />and Sewer Department (Sewer) <br />515 South Fourth Street <br />Stoughton, WI 53589 <br />608/873-53589 <br />Attention: Odean Teigen <br />Wisconsin and Calumet Railroad <br />203 South Pearl Street <br />Janesville, W1 53545 <br />608/754-3630 <br />Attention: Gunnar Bergersen <br />GENERAL NOTES <br />TYPICAL SECTIONS SHOW THE GENERAL FEATURES THROUGHOUT THE PROJECT. PAVEMENT <br />SLOPES, BORDER SLOPES, ETC. MAY VARY WITHIN THE LIMITS OF THE SECTION. <br />ALL EXISTING CULVERT PIPES WITHIN THE PROJECT LIMITS APE TO BE REMOVED UNLESS <br />OTHERWISE NOTED ON THE PLANS. <br />UNDER THE PERFORMANCE OF CLEARING AND GRUBBING NO TREES SHALL BE REMOVED <br />UNLESS SPECIFICALLY MARKED FOR REMOVAL BY THE NGINfER IN THE FIELD. <br />EXACT LOCATIONS OF PRIVATE ENTRANCES SHALL BE AS DIRECTED BY THE ENGINEER IN <br />THE FIELD. <br />BEARINGS ON THIS PLAN ARE GRID. <br />WHEN THE QUANTITY ITEMS OF BASE OR SURFACE COURSE ARE MEASURED FOR PAYMENT BY <br />THE TON OR CUBIC YARD THE DEPTH OR THICKNESS OF THE COURSE SHOWN ON THE PWS <br />IS APPROXIMATE AND Th ACTUAL THICKNESS WILL DEPEND ON THE DISTRIBUTION OF THE <br />MATERIAL AS DIRECTED BY THE ENGINEER. <br />DISTURBED AREAS WITHIN THE RIGHT OF WAY 1 EXCEPT THE AREA WITHIN THE FINISHED <br />SHOULDER POINTS, ARE TO BE FERTILIZED JEEDEO AND MULCHED AS DIRECTED BY THE <br />ENGINEER. SEED MIXTURE N2 SHALL BE RED. <br />CURVE DATA IS BASED ON THE ARC DEFINITION. <br />ALL ELEVATIONS ARE BASED ON U.S.G.S. DATUM. <br />THE LOCATION OF EXISTING AND PROPOSED UTILILTY INSTALLATIONS AS SHOWN Gel THE <br />PLANS IS APPROXIMATE. THERE MAY BE ADDITIONAL UTILITY INSTALLATIONS WITH IM <br />THE PROJECT AREA THAT ARE NOT SHOWN ON THE PLANS, <br />EXCAVATION BELOW SUBGRADE (EBST IS MEASURED AND PAID FOR AS UNCLASSIFIED. <br />THE LOCATION OF EBS WILL B DE ERMINED BY THE ENGINEER, <br />ALL RADII DIMENSIONS FOR CURB AND GUTTER ARE TO THE FRONIT FACE OF CURB. <br />CONCRETE OR BITUMINOUS DRIVEWAYS SIDEWALKS, OR SIDE STREETS REQUI01M <br />RESTORATION SHALL BE REMOVED TO dN EXISTING JOINT OR SAVEI), <br />CONSTRUCTION PERMITS AND RIGHT-OF-WAY HAVE BEEN ACQUIRED WHERE NECESSARY, <br />EXPANSION JOINTS TO BE CONSTRUCTED AT ALL RADIUS POINTS IN CURBS A110 GUTTER <br />AND/OR AT LOCATIONS SHOWN ON THE PLANS. <br />SHRINKAGE OF EARTHWORK IS VARIABLE AND IS ESTIMATED TO 4E 20%. IT IS BASED <br />ON EXPANDING THE FILLS BY 20%. <br />THE 5 1 INCH A140 BITL441NOCIS TWO U CRETEPAVEMENT SKqL C SISBITUMINOUS <br />T OF ARSURFACE COURSE <br />il2URUCONCRETE PAVEMENT SMLCONSIST f A1/INCH SURFACE COURSE <br />Ake ON( <br />BINDER COURSE . <br />3TANDARD_DETAIL DRAffag3 <br />8A-6a,bjc INLET ANO MAMHO LE COVERS <br />8"-3 MANHOLES TYPE I <br />4 INLETS, TYPE 1,2 3 3 <br />8C -1 INLETS TYPE 9,9 10 d 11 <br />81 CONIC MP <br />CURB, CbNCRETE CURB AND GUTTER, b PAVEMENT TIES <br />111. <br />9-3 SILT FENCE <br />TCI Cablevision of Wisconsin, Inc. ® I-10 M APRON ENOWALLS FOR CULVERT PIPE <br />5723 Tokay Boulevard BFI -10b APRON EMDWALLS FOR PIPE ARCHES <br />Madison, WI 53719 982-4 CONDUIT <br />608/274-3822 1381-3 PAVEMENT DETAILS FOR RAILROAD APPROACH <br />Attention: M ke Rogers 1SC1-7 CONSTRUCTION lS,ARRICADES AND STANDARD SIGNS <br />1SC8-3 PAVEMENT MARKiN9 <br />ISC9-1 PAVEMENT MARKING DETAILS FOR RAILROAD-NIGHWAY GRADE CROSSING <br />SES -I TYPICAL INSTALLATIONS OF EROSION BALES <br />SF4.3 JOINT TIES FOR CONCRETE PIPE. <br />SE7-1 EROSION MAT <br />Cyt No 2134 - 1711? <br />