OTHER AGENCIES

1. Call 811 3 Work Days Before You Dig Or Toll Free (800) 242-8511 Hearing Impaired TDD (800) 542-2289 www.DiggersHotline.com UTILITY CONTACTS OTHER AGENCIES AT&T LONG DISTANCE MR. KEN NINE JMC ENGINEERS & ASSOCIATES INC. 4900 SPRING STREET, SUITE 203 RACINE, WI 53406 PHONE: (574) 904-6336 kennethnine@att.net AT&T WISCONSIN MIKE TOYEK AT&T WISCONSIN 411 7TH STREET RACINE, WI 53403 PHONE: (262) 636-0549 mt1734@att.com LEVEL 3 COMMUNICATIONS, LLC MR. MARK DECHANT LEVEL 3 COMMUNICATIONS, LLC 1025 ELDORADO BOULEVARD – 33A526 BROOMFIELD, CO 80021 PHONE: (414) 271-1128 CELL: (414) 426-1875 mark.dechant@level3.com MOUNT PLEASANT, VILLAGE OF MR. ROBERT PUCELY SEWER UTILITY 6126 DURAND AVE RACINE, WI 53406 PHONE: (262) 554-8750 FAX: (262) 554-6785 rpucely@mtpleasantwi.gov WE ENERGIES (ELECTRIC) SEND ALL CORRESPONDENCE TO: MR. DAN SANDE 333 W. EVERETT STREET - A299 MILWAUKEE, WI 53203 PHONE: (414) 221-4578 FAX: (414) 221-2336 dan.sande@we-energies.com CONSTRUCTION FIELD CONTACT: MR. ERICH WUESTENHAGEN 500 S. 116TH STREET WEST ALLIS, WI 53214 PHONE: (414) 651-3948 erich.wuestunhagen@we-energies.com WE ENERGIES (GAS) SEND ALL CORRESPONDENCE TO: MR. DAN SANDE 333 W. EVERETT STREET - A299 MILWAUKEE, WI 53203 PHONE: (414) 221-4578 FAX: (414) 221-2336 dan.sande@we-energies.com CONSTRUCTION FIELD CONTACT: MR. ERICH WUESTENHAGEN 500 S. 116TH STREET WEST ALLIS, WI 53214 PHONE: (414) 651-3948 erich.wuestunhagen@we-energies.com WISDOT STOC MR. JEFFREY MADSON WISDOT STOC 433 W. St. Paul Ave. Suite 300 Milwaukee, WI 53203 PHONE: (414) 225-3723 jeffrey.madson@dot.wi.gov YORKVILLE, TOWN OF MS. JUDY AIMONE, CLERK/TREASURER 720 MAIN STREET PO BOX 15 UNION GROVE, WI 53182 PHONE: (262) 878-2123 FAX: (262) 878-1680 WISCONSIN DEPARTMENT OF NATURAL RESOURCES KRISTINA BETZOLD DNR SE Region Headquarters 2300 N. Dr. Martin Luther King Jr Drive Milwaukee, WI 53212 PHONE: (414) 263-8517 WisDOT UTILITY COORDINATOR RABI BISTA WisDOT SE FREEWAYS UTILITY COORDINATOR 141 NW BARSTOW ST. WAUKESHA, WI 53187-0798 PHONE: (414) 750-7224 Rabi.bista@dot.wi.gov RACINE COUNTY DPW MR. JEFFREY KATZ, COUNTY ENGINEER RACINE COUNTY DPW 14200 WASHINGTON AVENUE STURTEVANT, WI 53177 PHONE: (262) 886-8440 FAX: (262) 886-8480 jeff.katz@goracine.org TO OBTAIN LOCATION OF PARTICIPANTS’ UNDERGROUND FACILITIES BEFORE YOU DIG IN WISCONSIN WIS. STATUTE 182.0175 (1974) REQUIRES MIN. OF 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE. ORDER OF SECTION 2 DETAIL SHEETS GENERAL NOTES PROJECT OVERVIEW TYPICAL SECTIONS CONSTRUCTION DETAILS PLAN DETAILS FTMS EROSION CONTROL STORM SEWER EXISTING SIGNING PERMANENT SIGNING LIGHTING PLANS PAVEMENT MARKING TRAFFIC CONTROL STAGE CONSTRUCTION ALIGNMENT LAYOUT

2. GENERAL NOTES STANDARD ABBREVIATIONS AEW APRON END WALL AGG AGGREGATE BAD BASE AGGREGATE DENSE BM BENCH MARK C&G CURB AND GUTTER C/L OR CENTER OR CONSTUCTION LINE CMCP CULVERT PIPE CORRUGATED METAL CONC CONCRETE CP CULVERT PIPE CPRC CULVERT PIPE REINFORCED CONCRETE CSD CONCRETE SURFACE DRAIN CY CUBIC-YARD D DEGREE OF CURVE Δ DELTA DISCH DISCHARGE FE FIELD ENTRANCE HMA HOT MIX ASPHALT INV INVERT L LENGTH OF CURVE LHF LEFT HAND FORWARD LT LEFT MIN MINIMUM M/L MATCHLINE NB NORTHBOUND NC NORMAL CROWN PAVT PAVEMENT PC POINT OF CURVE PCC POINT OF COMPOUND CURVE PE PRIVATE ENTRANCE PI POINT OF INTERSECTION PLE PERMANENT LIMITED EASMENT PT POINT OF TANGENT PVC POLYVINYL CHLORIDE R RADIUS OF CURVE R/L REFERENCE LINE R/W RIGHT OF WAY RC REVERSE CROWN RCAEW APRON ENDWALL FOR CULVERT PIPE REINFORCE CONCRETE REQD REQUIRED RHF RIGHT HAND FORWARD RO RUN OFF LENGTH RRSP RAILROAD SPIKE RT RIGHT SALV SALVAGED SB SOUTHBOUND SDD STANDARD DETAIL DRAWING SE SUPER ELEVATION SF SQUARE FOOT SSPRC STORM SEWER PIPE REINFORCED CONCRETE SSPRCHE PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL STA STATION SY SQUARE YARD T TANGENT LENGTH TLE TEMPORARY LIMITED EASEMENT VCL VERTICAL CURVE LENGTH VPC POINT OF VERTICAL CURVE VPI POINT OF VERTICAL INTERSECTION VPT POINT OF VERTICAL TANGENT PLACE TOPSOIL SPECIAL IN ALL GRADED AREAS AS DESIGNATED BY THE ENGINEER IMMEDIATELY AFTER GRADING HAS BEEN COMPLETED. SEED, MULCH AND FERTILIZE ALL AREAS 10 DAYS AFTER PLACEMENT OF TOPSOIL SPECIAL. Areas, including stockpiles, that are graded or disturbed, shall be temporarily seeded within 7 days INLET PROTECTION IS REQUIRED AT ALL INLETS AS PER DETAIL OR AS DIRECTED BY THE ENGINEER. FERTILIZER SHALL NOT BE USED NEAR NAVIGABLE WATERWAYS OR WETLANDS. CONCRETE MEDIAN SLOPED NOSE SHALL BE CONSTRUCTED FOR ALL MEDIAN OPENINGS AT INTERSECTIONS WITH CURB & GUTTER. HMA PAVEMENT AND CONCRETE DRIVEWAYS AND/OR PARKING LOTS SHALL BE SAWCUT AT THE MATCHLINE AS SHOWN ON THE PAVING DETAILS OR AS DIRECTED BY THE ENGINEER. DESIGN, PLANS, SPECIFICATIONS AND ESTIMATE FOR LIGHTING, FTMS, ATR AND PERMANENT MAINLINE SIGNING PROVIDED BY WISDOT SE REGION. DESIGN, PLANS, SPECIFICATIONS AND ESTIMATE FOR ALL REMAINING ITEMS PROVIDED BY, OR UNDER THE DIRECT SUPERVISION OF, MILWAUKEE TRANSPORTATION PARTNERS. A CONVERSION FACTOR OF 1.8 TONS/CY IS USED TO ESTIMATE QUANTITIES FOR SELECT CRUSHED MATERIAL. A CONVERSION FACTOR OF 2.10 TONS/CY IS USED TO ESTIMATE QUANTITIES FOR BASE AGGREGATE DENSE. A CONVERSION FACTOR OF 115 LB/SY/IN IS USED TO ESTIMATE QUANTITIES FOR HMA PAVEMENT. ALL TYPES OF HMA PAVEMENT SHALL BE CONSTRUCTED WITH THE FOLLOWING LAYERS AND GRADATIONS: NO TREES OR SHRUBS SHALL BE REMOVED WITHOUT APPROVAL OF THE ENGINEER. THE LOCATIONS OF EXISTING AND PROPOSED UTILITY INSTALLATION AS SHOWN ON THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL NOTIFY DIGGERS HOTLINE AND AFFECTED UTILITIES PRIOR TO THE START OF WORK. ANY LOCAL MUNICIPAL UTILITY WHICH IS NOT A MEMBER OF THE DIGGERS HOTLINE MUST BE CONTACTED SEPARATELY. ALL HOLES OR OPENINGS BELOW SUBGRADE RESULTING FROM ABANDONMENT OR REMOVAL OF EXISTING STRUCTURES SHALL BE FILLED WITH GRANULAR BACKFILL AND PAID FOR AS INCIDENTAL TO THE ABANDON OR REMOVAL ITEM. WHEN THE QUANTITY OF HMA PAVEMENT OR BASE AGGREGATE IS MEASURED FOR PAYMENT BY THE TON, THE DEPTH OR THICKNESS OF THE LAYER SHOWN ON THE PLAN IS APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE DISTRIBUTION OF THE MATERIAL AS DIRECTED BY THE ENGINEER. PRIOR TO ORDERING DRAINAGE PIPES AND STRUCTURES, THE CONTRACTOR SHALL VERIFY RELATED DRAINAGE INFORMATION IN THE PLAN AND PROVIDE DOCUMENTATION TO THE ENGINEER IN ACCORDANCE WITH THE SPECIFICATIONS. INLET AND DISCHARGE ELEVATIONS FOR DRAINAGE STRUCTURES SHOWN ON THE PLAN MAY BE ADJUSTED BY THE ENGINEER TO FIT FIELD CONDITIONS. THE QUANTITY OF TOPSOIL SPECIAL IS COMPUTED FROM MEASUREMENTS BETWEEN THE SUBGRADE SHOULDER POINTS AND THE SLOPE INTERCEPTS AS SHOWN ON THE CROSS SECTIONS PLUS 5 FEET FOR ROUNDING. CURB HEIGHTS AT THE END OF CURB AND GUTTER SHALL BE TAPERED FROM 0 TO 4 INCHES OR 0 TO 6 INCHES IN 6 FEET. CURB AND GUTTER GRADES ARE GIVEN TO THE FLANGE. CURB AND GUTTER RADII ARE MEASURED TO THE FLANGE. TEMPORARY STORAGE OF ANY EXCAVATED MATERIAL WILL NOT BE PERMITTED IN WETLANDS. BROKEN CONCRETE CONTAINING RE-BAR SHALL NOT BE USED AS RIPRAP OR HEAVY RIPRAP. CROSS SECTIONS SHOWN INCLUDE THE THICKNESS OF TOPSOIL WHERE REQUIRED. TOPSOIL SHALL BE REPLACED WITH 4-INCH TYPICAL DEPTH. TRAFFIC CONTROL DEVICES SHALL BE ADJUSTED TO FIT FIELD CONDITIONS AS DIRECTED BY THE ENGINEER. REMOVAL OF EROSION CONTROL DEVICES IS INCLUDED IN THE COST OF THEIR RESPECTIVE BID ITEMS. THE EROSION CONTROL FEATURES AS SHOWN IN THE PLANS ARE AT SUGGESTED LOCATIONS. EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER IN THE FIELD. DISTURBED AREAS WITHIN THE RIGHT OF WAY, EXCEPT THE AREAS WITHIN THE FINISHED SHOULDER POINTS, SHALL BE TOPSOILED, FERTILIZED, MULCHED AND SEEDED AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL PROVIDE A CONCRETE JOINT DETAIL 14 DAYS PRIOR TO PAVING FOR APPROVAL BY THE ENGINEER. ALL EXISTING STREET NAME SIGNS WILL BE REMOVED AND REPLACED BY THE VILLAGE OF MOUNT PLEASANT AND THE TOWN OF YORKVILLE AS DIRECTED BY THE ENGINEER. COVERING SIGNS IS INCLUDED IN THE COST OF 643.0100 TRAFFIC CONTROL ITEM.