Midwestern Engineers, Inc. Plan Preview

PROJECT CONTACTS SCOTTSBURG STREET DEPARTMENT: CITY OF SCOTTSBURG MONTGOMERY ST. 3RD ST. SCOTTSBURG, IN 47170 WASTE WATER DEPARTMENT: CITY OF SCOTTSBURG ZEKE SMITH - WWTP SUPERINTENDENT MONTGOMERY ST. 3RD ST. SCOTTSBURG, IN 47170 PH: 812-752-4343 GENERAL NOTES: ELECTRIC SCOTTSBURG MUNICIPAL ELECTRIC WILLIE DANIELS - SUPERINTENDENT 2162 S us 31 SCOTTSBURG, INDIANA 47170 PH: 812-752-3199 TELECOMS: CITIZENS COMMUNICATIONS CO. 2 E. McCLAIN AVE. SCOTTSBURG, IN 47170 PH: 812-752-7204 VERIZON PH: 800-483-5000 SCOTT COUNTY HIGHWAY DEPARTMENT SCOTT COUNTY KEVIN HALL - HIGHWAY ENGINEER/SUPERINTENDENT 1101 S MAIN ST. SCOTTSBURG, IN 47170 PH: 765-361-3234 KEVIN.HALL@SC0TTC0UNTY.IN.GOV SCOTT COUNTY COMMISSIONERS: COMMISSIONER'S OFFICE 1 E McCLAIN AVE, SUITE G40 SCOTTSBURG, IN 47170 PH: 812-752-5846 INDIANA DEPARTMENT OF TRANSPORTATION: SEYMOUR DISTRICT 185 AGRIC0 LANE SEYMOUR, IN 4727 PH: 1-855-463-6848 FALLS CITY SUB-DISTRICT 5701-5709 US-31 CLARKSVILLE, IN 47129 PH: GAS: MIDWEST NATURAL GAS STATE ROAD 56 WEST SCOTTSBURG, IN 47170 PH: 812-752-2230 WATER DEPARTMENT: SCOTTSBURG WATER DEPARTMENT TODD CARTER - SUPERINTENDENT 735 W LAKE ROAD WEST SCOTTSBURG, IN 47170 PH: 812-595-0670 Know what's below Call before you dig. 1. TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES, EXISTING UTILITIES, POINTS OF CONNECTION, ETC. HOWEVER; THE EXACT LOCATION AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. 2. THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE PLANE COORDINATE SYSTEM (WEST ZONE) REFERENCED TO THE 1983 NORTH AMERICAN DATUM (NAO 83). ELEVATIONS ARE BASED UPON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVO 88). 3. THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 811 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN. 4. THE LOCATION OF EXISTING UTILITIES ETC. SHOWN ON THESE PLANS ARE NOT THE EXACT LOCATIONS BUT ONLY A GENERAL LOCATION. ACCURACY IS NOT GUARANTEED. ALTHOUGH THESE PLANS HAVE ATTEMPTED TO SHOW ALL EXISTING UTILITIES, THE CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILITIES HAVE BEEN SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRIOR TO ANY CONSTRUCTION IN THE AREA. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL UTILITIES, INCLUDING THE HOLDING OF POWER POLES, DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 5. SHOULD UTILITY RELOCATION BE REQUIRED, CONTRACTOR SHALL COORDINATE WITH INDIVIDUAL UTILITY OWNER, PROJECT OWNER AND ENGINEER AT NO ADDITIONAL COST TO THE OWNER. ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 6. EXACT LOCATION OF MANHOLES, LATERALS, CLEAN OUTS, ETC. TO BE DETERMINED AT THE TIME OF CONSTRUCTION. 7. DOWN TIME COORDINATION MUST BE MADE WITH THE CITY WATER UTILITY PRIOR TO TEMPORARILY SHUTTING DOWN A WATER MAIN AND/OR LIFT STATION. A MINIMUM OF 48 HOURS NOTICE IS REQUIRED. DOWN TIME SHALL BE KEPT TO A MINIMUM. CONTRACTOR SHALL BYPASS WATER FLOW ACCORDINGLY AS NEEDED TO MAINTAIN SERVICE. BYPASS AND BYPASS PUMPING PLANS SHALL BE REVIEWED BY THE OWNER AND ENGINEER PRIOR TO IMPLEMENTATION. 8. PROPERTY LINES, WHERE SHOWN, ARE BASED ON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON THESE SHEETS DO NOT REPRESENT PROPERTY SURVEYS, BUT ARE APPROX. LOCATIONS FOR REFERENCE PURPOSES ONLY. CONTRACTOR SHALL COORDINATE WORK ON PRIVATE PROPERTY PER THE CONTRACT DOCUMENTS. 9, THE' CONTRACTOR SHALL BE REQ.'D TO IMPLEMENT DUST CONTROL MEASURES (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS. 10.THE CONTRACTOR IS REQ.'D TO POTHOLE ANY POSSIBLE UTILITIES IN CONFLICT WITH THE PROPOSED WATER MAIN PRIOR TO INSTALLATION OF THE SECTION OF WATER MAIN PIPE AND PROVIDE THE ELEVATION AND LOCATION INFORMATION TO THE ENGINEER PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL MAINTAIN 10'-0" HORIZONTAL AND 1'-6" VERTICAL SEPARATION BETWEEN SEWERS (INCLUDING SERVICE LATERALS) & WATER MAINS IN ACCORDANCE WITH 1.D.E.M. REQUIREMENTS, UNLESS SPECIFICALLY NOTED ON THE PLANS. 12.CONTRACTOR TO COMPLY WITH ALL PERMIT & STATUTORY REQUIREMENTS, INCLUDING BUT NOT LIMITED TO INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, CITY OF SCOTTSBURG, SCOTT COUNTY, INDIANA DEPARTMENT OF TRANSPORTATION & OTHER APPLICABLE LOCAL, STATE, & FEDERAL AGENCIES. 13.CONTRACTOR TO PROVIDE COMPACTED GRANULAR FILL AROUND PROPOSED AND EXISTING PIPING AT ALL OPEN-CUT UTILITY CROSSINGS (UNLESS CONCRETE CRADLES ARE SPECIFICALLY INDICATED ON THE PLANS) TO ADEQUATELY SUPPORT AND PROTECT EACH CONDUIT. 14.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY STRAW BALES, FILTER FABRIC, ETC. IN EXISTING AND PROPOSED DITCHES, CULVERTS, STORM PIPES & DRAINAGE STRUCTURES TO PREVENT DAMAGE BY EROSION. BIODEGRADABLE EROSION CONTROL BLANKET TO BE INSTALLED IN ALL DISTURBED DRAINAGE DITCHES WITH DEPTHS GREATER THAN 12". 15.TRAFFIC CONTROL AND SIGNAGE TO BE UTILIZED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL, LATEST REVISION. CONTRACTOR SHALL ADHERE TO ALL IND0T AND LOCAL MAINTENANCE OF TRAFFIC REQUIREMENTS. 16.TREES WILL NOT BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLANS. IF CONTRACTOR REQUIRES TREE REMOVAL THAT IS NOT SPECIFICALLY INDICATED ON THE PLANS TO PROPERLY CONSTRUCT THE PROPOSED SEWER, CONTRACTOR SHALL CONTACT ENGINEER & OWNER TD ACQUIRE APPROVAL PRIOR TO REMOVING TREES. 17. A MINIMUM COVER OF 5'-0" SHALL BE PROVIDED OVER THE PROPOSED WATER MAINS EXCEPT AS NOTED ON THE PLANS. 18. ALL EXISTING LANDSCAPING, BUSHES, DECORATIVE TREES, AND OTHER EXISTING TOPOGRAPHIC FEATURES SHALL BE PROTECTED AND REPAIRED/REPLACED AT NO ADDITIONAL COST TO THE OWNER IF DAMAGED DURING CONSTRUCTION. 19.CONTRACTOR TO VERIFY DIRECTION AND DEPTH OF ALL STORM AND SANITARY PIPES PRIOR TO EXCAVATION TO AVOID POTENTIAL CONFLICTS. 20.CONTRACTOR SHALL COMPLETELY FILL AND SEAL EXISTING PIPES TO BE ABANDONED WITH NON-SHRINK GROUT TO WATERTIGHT CONDITION, AS INDICATED ON THE PLANS. 21.THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL & WILL NOT ALLOW DRIVE OR ROADWAY CLOSURE. 22.CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR REPAIRING/REPLACING ALL WATER MAIN, WATER SERVICE CONNECTIONS AND STORM SEWER PIPING AND STRUCTURES WHICH MAY BE IMPACTED BY THE INSTALLATION OF THE PROPOSED WATER MAIN AT ND ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT WATER SERVICES ARE CUT WITH EXCAVATING EQUIPMENT, CONTRACTOR SHALL VERIFY THAT WATER LEAK AT THE WATER MAIN HAS NOT BEEN CREATED. CONTRACTOR SHALL COORDINATE WITH WATER UTILITY AND REPAIR ANY LEAKS AT NO ADDITIONAL COST TO THE OWNER. WORK AND MATERIALS TO REPAIR LEAK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 23.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH OSHA REGULATION 29 C.F.R., SUBPART P, FOR TRENCH SAFETY SYSTEMS. 24.CONTRACTOR TO COORDINATE PRIVATE DRIVEWAY CLOSINGS IN ADVANCE WITH EACH PROPERTY OWNER/RESIDENT. IN NO CASE SHALL DRIVES BE CLOSED OVERNIGHT. 25.CONTRACTOR SHALL LEAVE NO EXCAVATIONS OPEN OVERNIGHT, UNLESS ADEQUATELY PROTECTED BY EQUIPMENT, BARRICADES, SAFETY FENCES & WARNING LIGHTS. 26.CONTRACTOR SHALL PHOTO DOCUMENT ALL ENCOUNTERED SANITARY SEWER SERVICE LATERALS AND WATER SERVICE CONNECTIONS PRIOR TO AND AFTER REPAIR/REPLACEMENT. 27.THE CONTRACTOR SHALL COORDINATE WITH COUNTY SURVEYOR PRIOR TO ANY CONSTRUCTION ACTIVITY NEAR LEGAL DRAINS. 28.CONTRACTOR TO FIELD LOCATE ALL SANITARY SERVICE LATERALS PRIOR TO CONSTRUCTION TO AVOID DAMAGE. LOCATIONS SHOWN ON PLANS ARE NOT GUARANTEED. 29.CONTRACTOR TO BE RESPONSIBLE OF ADHERING TO ALL PERMIT REQUIREMENTS OF LOCAL, STATE, AND FEDERAL AGENCIES. CONTRACTOR SHALL ALSO BE RESPONSIBLE TO ACQUIRE ANY PERMITS REQUIRED TO PERFORM WORK. PLAN SHEET LEGEND ABBREVIATIONS TPED TELEPHONE PEDESTAL C0NC. CONCRETE � Existing Water Main and Size GAS Gas Main MB MAIL BOX(S) LP LIGHT POLE ser Existing Water Service Line RW --------------- Highway Right-of-Way .., MH MANHOLE UP UTILITY POLE Existing Main/Service Gate Valve FD Fiber Optic Phone Line SAN. SANITARY SEWER PWP POWER POLE i i i l i i i i l i , / 7 7 7 7 7 7 7 7 7 7 Existing Main to be Abandoned BE Buried Electric Line ASPH. ASPHALT STOP STOP SIGN Existing Fire Hydrant SAN Sanitary Sewer Line STM. STORM SEWER INFO INFORMATION SIGN Existing Main to be Cut & Capped STM Storm Sewer Line STL STEEL PIPE Ssign STREET SIGN �w Proposed Water Marn and Size HE Existing Overhead Electric ser EXISTING SERVICE LATERAL SHOR EXISTING SHOULDER APP"c,/W Apparent Right-of-Way NSER. NEW SERVICE LAT'L EP EXISTING EDGE OF PAVEMENT F.F.T.F. FARM FIELD TYPE FENCE • • • - • . ........................... I - - ,.. � • -·.' ' ' ' ' ' ' • • ' , .. .............. ,., I ' , - I �•"' tJIIII"" ' ' ' ' ' ' ' I • I • ,. • • • • J / ,.. ..... , , : .• ----.... ·------------.• i .,..,. .,,. I .,..,. I I .,. I : : ,"' I I I I : .,.......... , I I I r ---• • • I I I I L -,. I I - �·- ·-­ - �, ' ,_ r••_. I ' ' ' ' ' : en - I ' I- ' ' - ' "'-----..:..-, • • • • I ::i: •-••"' ,_ --· ..J wI­ < a: 0D.. a:0(.) @ <" "' c, O 0 <""' c,"' 0 -3 q, " 0,// 1 y H .fl. .fl. ® • • : r···•••-' • • . ' • • • I ' ' ., _____________ ., ' "" ,--... � , ...................... ., I " I \ .... ,� I t I I �\ . ' ' . ' ' .. ...... ,1 '-----------,, • • • '• ' • • • • • -,• -,- • • '' ' , .......... • ,,0 Water Meter �1 □ J1 Sanitary Sewer Manhole ,/?¢9 "'6 9 Storm Sewer Manhole Existing Light Pole -f!'°"' Utility Pole 0 □ Power Pole llTil Gas Valve c===:::i . .,_e Existing Fire Hydrant O"' ' New Fire Hydrant � New Meter Location Telephone Pedestal Stop Sign Information Sign Street Sign Catch Basin Curb Inlet Drainage Culvert Tree & Size Meter Not Found (Shown for Clarity) , ui 00:: • • •• -- - II • CEDAR sr. LAKESHORE SJSJ - ..... Z 2 - .. - . • - \y. CHERRY ST. ALLEN ST . .· - W. GREEN LINE No. 1 ~ W. WALNUT STREET PROPOSED 6" WATER MAIN INSTALLED ON WALNUT ST SEE SHEETS 3 - 7 RA'I' ST.. ST. CEMElERY • ,-- W.ARM.ORY ST. lii ui -o ui • ' • '• • • ' • •• \ -- l ................... .,, ....,. - " . E. &:Sll SJ• E.-K- ERTON ST, • - - E,,.•WARDE�ST-. E.WALNUT ST. • :� : :a; . - ' ..J •w: I­ • < : a: •o : D.. ' a: :o'(.) ' '• • ' ,,.• •• -• • • • • • • • • ' • • • • ' • ' • • '• • r··------------J lii • • - .• • C.R. 150 S. W. LOVERS LN. "-----"' • Cf) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 .,.-----------·�,J ', , , . . ' ' ' ' '' ' '------------.• ' : • FAIRGROUND R!), • - • LINE �o. 2 ~US 31 SOUTH : 1- - PROPOSED 6" WATER MAIN : � INSTALLED ALONG U S 31 l w L£E ST, SEE SHEETS 8 - 13 : � Iii < z i:'i 5 ui a: � a: 0(.) r····--•----------·-•------,• '' ' ' ' '' ' ' • "-------, ................... , - . - . • • • • • • • • • • '' ' • •• '-••••-·.---... .J • ' ' ' • r•••,•••••---J • SHEET SCHEDULE N AREA MAP TITLE SHEET SCALE: 1" = 1 ooo· GENERAL INFORMATION LINE 1 DRAWING KEY LINE 1 - STA D+00 TO 5+20 PLAN AND PROFILE LINE 1 - STA 5+20 TO 10+85 PLAN AND PROFILE LINE 1 - STA 10+85 TO 16+15 PLAN AND PROFILE LINE 1 -STA 16+15 TO 19+25 PLAN AND PROFILE LINE 2 DRAWING KEY LINE 2 - STA 0+00 TO 5+50 PLAN AND PROFILE LINE 2 - STA 5+50 TO 11+25 PLAN AND PROFILE LINE 2 - STA 11+25 TO 17+00 PLAN AND PROFILE LINE 2 - STA17+00 TO 22+80 PLAN AND PROFILE LINE 2 - STA 22+80 TO 28+00 PLAN AND PROFILE TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS GENE:RAL INFORMATION I REVISIONS 8/13/2025 BID SET C'202s Mi<lwestem Engineers. Inc. 802 West Broadway Street P.O. Box 295 Loogoo1ee. Jndiana47553 DATE AUG 2025 DESIGN M.M.S. DRAWN D.A.P. a.c. CHECK W.A.E. PROJECT NUMBER 2025033-00 02 02 OF Flt£ NUMBER 45092 1 6 I Do Not Use Plan Previews for Take Off

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