Dear Prospective Bidder: Enclosed please find Addendum No. 2 dated January 17, 2019. Please acknowledge your receipt of this Addendum on page B-1, Article 3.01.A of your bid submittal. If you have any questions, please contact us. Sincerely,

Jacob L. Bertke Project Manager Enclosures: Addendum No. 2

Date January 17, 2019

Subject Village of West Jefferson Kroger #700 - Public Water and Sewer Improvements

Village of West Jefferson Kroger #700 - Public Water and Sewer

Improvements West Jefferson, Ohio

January 17, 2019

ADDENDUM No. 2

Bidding Documents Instructions to Bidders Page I-12 The Engineer’s Estimate for the Base Bid, Alternate 1, Alternate 2, and Alternate 3 are to be increased from $2,250,390.00 to $2,325,390.00. Bidding Documents Bid Forms Page B-4 Reference No. 18, “ITEM 611 – 8” SANITARY SEWER REPLACED W/ WATER MAIN GRADE MATERIAL (PVC C-900 DR-18 MINIMUM)” is changed to read “ITEM 611 – 12” SANITARY SEWER REPLACED W/ WATER MAIN GRADE MATERIAL (PVC C-900 DR-18 MINIMUM)”. This is to correct the size of the existing sanitary sewer to be replaced, which is a 12” sewer. The quantity of twenty (20) feet is to remain the same. Bidding Documents Bid Forms Page B-5 The following item is added to the Bid Form: Reference No. 50a, ITEM SPECIAL – LIFT STATION CONTROL PANEL AND TELEMETRY (ALLOWANCE) This item is added as an allowance to the bid, to include the installation of pump station controls, including control panel, as well as installation of telemetry equipment at the pump station. All specifications and drawings for the control panel and required telemetry equipment will be determined by the Village and Pump Supplier prior to construction. A lump sum allowance of $75,000.00 is provided for this item.

Plans Sheets Traffic Control Notes Page 2 Note #2 is changed from “ALL TRAFFIC LANES OF PUBLIC ROADWAYS SHALL BE FULLY OPEN TO TRAFFIC FROM 6:00 AM TO 9:00 AM AND FROM 3:00 PM TO 6:00 PM UNLESS AUTHORIZED DIFFERENTLY BY THE VILLAGE, ENGINEER, OR ODOT. AT ALL OTHER HOURS, THE CONTRACTOR SHALL MAINTAIN ONE-LANE TWO-WAY TRAFFIC.” to read “AT ALL WORKING HOURS, THE CONTRACTOR SHALL MAINTAIN ONE-LANE TWO-WAY TRAFFIC.” Plans Sheets Item Special Sanitary Sewer Lift Station Page 2A The words “Control Panel Installation”, “Including All Items shown on the control panel board”, and “Telemetry” are removed from this note. These items are not to be included in the bid under this item. Plans Sheets Sanitary Plan and Profile Page 11 On Page 11 of the plans, two (2) callouts reading “CB & PIPE TO BE REPLACED” have been removed. It is not anticipated that these items will need replaced, as the sanitary sewer is to be bored through this area.

Plans Sheets Electrical Legend, Abbreviations, Specifications, General Notes, and Sheet Index Page E1 Sheet E1 is completely replaced, due to text that was not readable in the original PDF Plan Set.

CLARIFICATION No. 2 Contractors may choose to directionally drill the full length of the forcemain, where practical, with excavations required for tie-ins and air release valves. Any forcemain that is Directionally Drilled, outside of the bore of the creek, will be paid under the general forcemain pay item, “ITEM 611 SANITARY SEWER FORCEMAIN, AS PER PLAN.” The contractor may choose to directionally drill 10” HDPE DR-9 (Butt fuse welded), 8” PVC C-900 DR-18 (Fusible, or Certa-Lok or approved equal) or 8” Ductile Iron CL-53 (Protecto 401 Lined).

No “Forcemain Access Point” manholes are to be installed as part of this project, per the detail on Pg. 4 of the plans. Contractors may maintain access to drives using either steel plates or temporary asphalt pavement. Temporary gravel pavement will not be allowed. The cost of this is incidental to the cost of the mainline work. Any lane in which excavation occurs shall NOT be re-opened until final restoration is complete. Lanes may be left closed outside of normal working hours, if the lane remains unrestored. The Village will waive Inspection Fees for the Electrical Service and Lift Station work. Any “Aid to Construction” Cost or other fees required by the Electric Company will be the responsibility of the contractor.

Instructions to Bidders

I-12

ARTICLE 20 – BONDS AND INSURANCE

20.01 Article 6 of the General Conditions, as may be modified by the Supplementary Conditions, sets forth Owner’s requirements as to performance bonds and insurance. When the Successful Bidder delivers the Contract (executed by Successful Bidder) to Owner, it shall be accompanied by required bonds and insurance documentation.

ARTICLE 21 – SIGNING OF AGREEMENT

21.01 When Owner issues a Notice of Award to the Successful Bidder, it shall be accompanied by the unexecuted counterparts of the Agreement along with the other Contract Documents as identified in the Agreement. Within 15 days thereafter, Successful Bidder shall execute and deliver the required number of counterparts of the Agreement (and any bonds and insurance documentation required to be delivered by the Contract Documents) to Owner. Within ten days thereafter, Owner shall deliver one fully executed counterpart of the Agreement to Successful Bidder, together with printed copies of the Contract Documents as stated in Paragraph 2.02 of the General Conditions.

ARTICLE 22 – SALES AND USE TAXES

22.01 Owner is exempt from state sales and use taxes on materials and equipment to be incorporated in the Work (Exemption No. 31-6401105) Said taxes shall not be included in the Bid. Refer to paragraph SC-7.09 of the Supplementary Conditions for additional information.

ARTICLE 23 – PREVAILING WAGE RATES

23.01 The Bidder to whom the Contract is awarded will be required to pay, at a minimum, the prevailing wage rate promulgated by the State. Applicable wage rates are included in the Bidding Documents.

ARTICLE 24 – ENGINEER’S ESTIMATE

24.01 The Engineer’s Estimate for this project is $2,325,390.00 for the base bid, Alternate No. 1, 2, and 3.

Bid Forms

B-4

ARTICLE 5 – BASIS OF BID

5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s):

UNIT PRICE BID

REF. ITEM UNIT OF APPROX. UNIT NO. NO. DESCRIPTION MEASURE QTY. PRICE TOTAL

BASE BID1 201 CLEARING AND GRUBBING, AS PER PLAN LUMP 12 202 REMOVED, AS PER PLAN LUMP 13 202 ANCHOR ASSEMBLY REMOVED, TYPE A EACH 14 202 CURB REMOVED FT. 1305 301 ASPHALT CONCRETE BASE, PG64-22 C.Y. 1826 304 AGGREGATE BASE C.Y. 387 407 TACK COAT, APPLIED AT 0.10 GAL/S.Y. GAL. 988 408 PRIME COAT, APPLIED AT 0.10 GAL/S.Y. GAL. 509 441 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) C.Y. 210 441 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG 64-22 C.Y. 5611 452 8" NON-REINFORCED CONCRETE PAVEMENT S.Y. 10512 606 ANCHOR ASSEMBLY, TYPE T EACH 113 609 CURB REPLACED (IN-KIND) FT. 13014 611 4" CONDUIT, TYPE B, 707.45, AS PER PLAN FT. 10015 611 6" CONDUIT, TYPE B, 707.45, AS PER PLAN FT. 10016 611 8" CONDUIT, TYPE B, 707.45, AS PER PLAN FT. 10017 611 12" CONDUIT, TYPE B, 706.02, AS PER PLAN FT. 2018 611 12" SANITARY SEWER REPLACED W/ WATER MAIN GRADE MATERIAL (PVC C-900

DR-18 MINIMUM)FT. 20

19 611 12" PVC SDR-35 SANITARY SEWER, AS PER PLAN FT. 113020 611 8" PVC SDR-35 SANITARY SEWER, AS PER PLAN FT. 1321 611 8" PVC AWWA C-900 SANITARY SEWER FORCEMAIN, AS PER PLAN FT. 81522 611 8" DIP CL-53 SANITARY SEWER FORCEMAIN, PROTECTO 401 LINED FT. 4023 611 SANITARY SEWER MANHOLE, AS PER PLAN EACH 924 611 AUTOMATIC AIR VACUUM STATION, AS PER PLAN EACH 225 611 SANITARY SEWER LATERAL REPAIR FT. 5026 613 FLOWABLE CONTROLLED DENSITY FILL C.Y. 10027 614 MAINTAINING TRAFFIC LUMP 128 623 CONSTRUCTION LAYOUT STAKES AND SURVEYING LUMP 129 630 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION EACH 4

Bid Form Continued on Next Page.

Bid Forms

B-5

REF. ITEM UNIT OF APPROX. UNIT NO. NO. DESCRIPTION MEASURE QTY. PRICE TOTAL30 630 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECTION EACH 631 638 12" PVC AWWA C-900 DR-18 WATER MAIN, AS PER PLAN FT. 213032 638 12" DIP CL-53 WATER MAIN, AS PER PLAN FT. 12333 638 4" WATER MAIN LOWERING, AS PER PLAN FT. 2034 638 12" GATE VALVE EACH 735 638 8" GATE VALVE (SANITARY) EACH 536 638 FIRE HYDRANT ASSEMBLY EACH 637 638 3/4" OR 1" WATER SERVICE BRANCH REPAIR FT. 3038 638 1-1/2" WATER SERVICE REPAIR FT. 1039 638 2" WATER SERVICE REPAIR FT. 1040 644 CROSSWALK LINE, 24" FT. 1041 644 CHANNELIZING LINE, 6" FT. 60042 644 EDGE LINE, 6" FT. 5043 659 SEEDING AND MULCHING, CLASS 1 S.Y. 550044 704 BRICK, CONCRETE S.F. 518045 832 EROSION CONTROL EACH 18000 $1.00 $18,000.0046 SPEC SANITARY LIFT STATION, AS PER PLAN LUMP 147 SPEC WATER TAP AND SAMPLING STATION, AS PER PLAN EACH 248 SPEC MAILBOX REMOVED AND RESET, AS PER PLAN EACH 149 SPEC JACK AND BORE 20" STEEL CASING PIPE W/ 12" CARRIER PIPE, AS PER PLAN FT. 45550 SPEC JACK AND BORE 16" STEEL CASING PIPE W/ 8" CARRIER PIPE, AS PER PLAN FT. 14050a SPEC LIFT STATION CONTROL PANEL AND TELEMETRY (ALLOWANCE) LUMP 1 $75,000.00 $75,000.0051 TOTAL INCIDENTALS

DUCTILE IRON DIRECTIONAL DRILLING 8" SANITARY FORCEMAIN AND 12" WATER MAIN52 611 8" DIP CL-53 SANITARY SEWER FORCEMAIN, PROTECTO 401 LINED, INSTALLED BY

HORIZONTALLY DIRECTIONAL DRILLING, AS PER PLANFT. 798

53 638 12" DIP CL-53 WATER MAIN, INSTALLED BY HORIZONTALLY DIRECTIONALLY DRILLING, AS PER PLAN

FT. 1182

TOTAL BASE BID

Bidder acknowledges that (1) each Bid Unit Price includes an amount considered by Bidder to be adequate to cover Contractor’s overhead and profit for each separately identified item, and (2) estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all unit price Bid items will be based on actual quantities, determined as provided in the Contract Documents.

Alternate Bids Continued on Next Page.

NO. REVISIONS DATE BY CHK

MADISON COUNTY, OHKROGER #700

WATER AND SEWER IMPROVEMENTS

JOB NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

DATE:

LM700

JB/MC

JB/JS/JL

MC

MC

05/18/2018

SCALE:

SHEET NO: OF:

348415 PULSAR PLACE | SUITE 300COLUMBUS, OH 43240P 614-839-0250 | F 614 839 0251

GENERAL NOTES1. THE ENGINEER WILL NOT BE RESPONSIBLE FOR MEANS, METHODS, PROCEDURES, TECHNIQUES, OR

SEQUENCES OF CONSTRUCTION THAT ARE NOT SPECIFIED HEREIN. THE ENGINEER WILL NOT BERESPONSIBLE FOR SAFETY ON THE WORK SITE, OR FOR FAILURE BY THE CONTRACTOR TO PERFORMWORK ACCORDING TO CONTRACT DOCUMENTS.

2. THE KROGER CO. HAS APPLIED FOR AND RECEIVED AN OEPA CONSTRUCTION STORM WATER PERMIT(CONTRACTOR TO SUBMIT NOI AS A CO-PERMITEE), OEPA PERMIT TO INSTALL, OEPA WATER FACILITYPLAN, AND ODOT R/W PERMIT. CONTRACTOR IS RESPONSIBLE TO OBTAIN ANY PERMITS NECESSARYBEYOND THOSE LISTED ABOVE.

3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE ANDLOCAL SAFETY REQUIREMENTS INCLUDING THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970. THECONTRACTOR SHALL EXERCISE PRECAUTION ALWAYS FOR THE PROTECTION OF PERSONS (INCLUDINGEMPLOYEES) AND PROPERTY. IT SHALL ALSO BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TOINITIATE, MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS AND PROGRAMS INCONNECTION WITH THE WORK, INCLUDING THE REQUIREMENTS FOR CONFINED SPACES PER 29 CFR1910.146.

4. THE CONTRACTOR SHALL REVISE THE ORIGINAL PLANS IN RED INK, TO THE SATISFACTION OF THEENGINEER, SHOWING ALL CHANGES IN THE WORK AND FINAL ELEVATIONS OF THE PUMP STATIONS ANDMANHOLES. THE REVISED DRAWING WILL BE TURNED OVER TO THE ENGINEER TO CREATE THE RECORDDRAWINGS.

5. THE CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITY TO THE EASEMENTS WHERE SHOWN ONTHE DRAWINGS UNLESS OTHERWISE AUTHORIZED BY THE KROGER CO.. NO EXCAVATION IS PERMITTEDWITHIN THE ODOT R/W AND WITHIN 150 FT OF THE LITTLE DARBY CREEK.

6. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, PROPERTY CORNERS, REFERENCEPOINTS, STAKES AND OTHER SURVEY REFERENCE MONUMENTS OR MARKERS. IN CASES OF WILLFULOR CARELESS DESTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATIONS.RESETTING OF MARKERS SHALL BE PERFORMED BY AN OHIO PROFESSIONAL SURVEYOR ASAPPROVED BY THE ENGINEER.

7. NON- RUBBER TIRED VEHICLES SHALL NOT BE MOVED ON OR ACROSS PUBLIC STREETS OR HIGHWAYSWITHOUT THE WRITTEN PERMISSION OF THE APPROPRIATE PUBLIC AUTHORITY.

8. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THANEXISTED BEFORE CONSTRUCTION. DRAINAGE DITCHES OR WATERCOURSES THAT ARE DISTURBED BYCONSTRUCTION SHALL BE RESTORED TO THE GRADES AND CROSS-SECTIONS THAT EXISTED BEFORECONSTRUCTION.

9. TRACKING OR SPILLING MUD, DIRT, OR DEBRIS UPON STREETS, RESIDENTIAL OR COMMERCIAL DRIVES,SIDEWALKS OR BIKE PATHS IS PROHIBITED.

10. DISPOSAL OF EXCESS EXCAVATION WITHIN SPECIAL FLOOD HAZARD AREAS (100-YEAR FLOODPLAIN)IS NOT PERMITTED.

11. ALL SIGNS, LANDSCAPING, STRUCTURES OR OTHER APPURTENANCES WITHIN RIGHT-OF-WAYDISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED OR REPAIRED TO THESATISFACTION OF THE APPROPRIATE AUTHORITY. THE COST OF THIS WORK SHALL BE THERESPONSIBILITY OF THE CONTRACTOR.

12. ALL FIELD TILE BROKEN OR ENCOUNTERED DURING EXCAVATION SHALL BE REPLACED OR REPAIREDAND RE-CONNECTED PER STANDARD DETAIL. THE COST OF THIS WORK SHALL BE INCLUDED IN THEVARIOUS BID ITEMS.

13. BACKFILL WITHIN A 1:1 INFLUENCE LINE OF EXISTING STRUCTURES (HOUSES, GARAGES, ETC.), PUBLICINFRASTRUCTURE, PAVEMENT, CURBS, SIDEWALKS, BIKE PATHS, ETC., OR DRIVEWAYS SHALL BECOMPACTED GRANULAR BACKFILL ACCORDING TO THE STANDARD SPECIFICATIONS.

14. ALL TRENCHES WITHIN PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED ACCORDING TO THE APPROVEDCONSTRUCTION DRAWINGS OR SECURELY PLATED DURING NONWORKING HOURS. TRENCHES OUTSIDETHESE AREAS SHALL BE BACKFILLED OR SHALL BE PROTECTED BY APPROVED TEMPORARY FENCINGOR BARRICADES DURING NONWORKING HOURS. CLEAN UP SHALL FOLLOW CLOSELY BEHIND THETRENCHING OPERATION.

15. THE FORCE MAIN AND WATER LINE SHALL BE DIRECTIONAL DRILLED IN AREAS AS INDICATED ON THEPLANS AND AS SPECIFIED, SPECIFICALLY THE LITTLE DARBY CREEK CROSSING AND SPILLWAYCROSSING. JACK AND BORE WILL BE UTILIZED UNDER STATE ROUTE 142 AND UNDER US 40.

16. PAVEMENTS SHALL BE CUT IN NEAT, STRAIGHT LINES THE FULL DEPTH OF THE EXISTING PAVEMENT.PAVEMENT REPLACEMENT SHALL BE CONDUCTED ACCORDING TO THE PAVEMENT REPAIR DETAILSPROVIDED IN THIS PLAN.

17. ANY MODIFICATION TO THE WORK SHOWN ON DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL BYTHE VILLAGE OF WEST JEFFERSON, ODOT AND THE KROGER COMPANY.

18. ALL ITEMS OF WORK CALLED FOR ON THE PLANS FOR WHICH NO SPECIFIC METHOD OF PAYMENT ISPROVIDED SHALL BE PERFORMED BY THE CONTRACTOR WITH THE COST TO BE INCLUDED IN THE UNITPRICE BID FOR THE VARIOUS RELATED ITEMS. AREAS DISTURBED FOR THE INSTALLATION OF THEWATER METER PIT, ELECTRIC CONDUIT, AND LIFT STATION WILL NEED SEEDING AS WELL.

19. IT IS THE INTENTION OF THE CONTRACT DOCUMENTS TO PROVIDE AND REQUIRE A COMPLETEDPROJECT READY FOR OPERATION. ANY WORK ITEMS OMITTED FROM THE CONTRACT DOCUMENTSWHICH ARE CLEARLY NECESSARY FOR COMPLETION OF THE WORK AND ITS APPURTENANCES SHALLBE CONSIDERED A PART OF SUCH WORK, THOUGH NOT DIRECTLY SPECIFIED OR CALLED FOR IN THECONTRACT DOCUMENTS. THIS INCLUDES, BUT NOT LIMITED TO, SUCH INCIDENTAL ITEMS ASRELOCATION OF MAIL BOXES, SAW CUTTING, AND REMOVAL AND/OR RELOCATION OF SIGNS,SPRINKLERS, OR OTHER MISCELLANEOUS ITEMS.

20. PROPERTY BOUNDARIES, INCLUDING PROPERTY LINES AND ROAD RIGHT-OF-WAY, ARE SHOWN FROMTHE BEST INFORMATION AVAILABLE AND ARE NOT NECESSARILY COMPLETE OR CORRECT.

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING THE FINISHED WORK CONFORM TO THELINES, GRADES, ELEVATIONS, AND DIMENSIONS CALLED FOR ON THE DRAWINGS. PAYMENT FORCONSTRUCTION LAYOUT SHALL BE INCLUDED IN THE VARIOUS ITEMS OF THE WORK.

22. NO MATERIALS, INCLUDING PIPE, SHALL BE STORED WITHIN TWENTY (20) FEET OF ANY INTERSECTINGSTREET OR DRIVEWAY DURING NON-WORKING HOURS. STORAGE OF EQUIPMENT SHALL COMPLY WITH

THESE SAME REQUIREMENTS AND SHALL NOT IN ANY WAY RELIEVE THE CONTRACTOR OF HIS LEGALRESPONSIBILITIES FOR THE SAFETY OF THE PUBLIC.

23. EXCESS EXCAVATED MATERIAL FROM THIS PROJECT MUST BE HAULED OFFSITE BY THECONTRACTOR AND COMPENSATION FOR HAULING SHALL BE INCLUDED IN THE UNIT PRICES BID FORTHE RELATED ITEMS.

24. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO MAINTAIN AT ALL TIMES STORMSEWER, DRAIN, AND DITCH FLOWS. THE FLOW OF ALL STORM SEWERS, DRAINS, AND OTHER WATERCOURSES ENCOUNTERED AND DISTURBED OR DESTROYED DURING THE PROSECUTION OF THE WORKSHALL BE RESTORED BY THE CONTRACTOR TO A CONDITION SATISFACTORY TO THE ENGINEER.PAYMENT FOR THIS SHALL BE INCLUDED IN THE PRICES BID FOR THE VARIOUS ITEMS OF THECONTRACT.

25. SHOULD WATER BE ENCOUNTERED, THE CONTRACTOR SHALL FURNISH AND OPERATE SUITABLEPUMPING EQUIPMENT WITH ADEQUATE CAPACITY TO DE-WATER THE TRENCH. THE TRENCH MUST BESUFFICIENTLY DE-WATERED SO THAT PLACEMENT OF THE BEDDING AND LAYING AND JOINING OF THEPIPE IS MADE ON FIRM, DRY GROUND. THE CONTRACTOR SHALL CONVEY ALL TRENCH WATER INACCORDANCE WITH THE STORM WATER POLLUTION PREVENTION PLAN AND EROSION AND SEDIMENTCONTROL DETAILS. THE COST FOR THE WORK SHALL BE INCLUDED IN THE VARIOUS RELATED PIPEITEMS, AND SHALL INCLUDE ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO ADEQUATELYDE-WATER THE TRENCH.

26. THE COST OF REMOVAL AND DISPOSAL OF PAVEMENTS, CURBS, AND BIKE PATH SHALL BE INCLUDEDIN THE UNIT PRICES BID FOR THE RELATED ITEMS.

27. THE CONTRACTOR'S CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED SO AS TO ELIMINATE ALLUNNECESSARY NOISE, DUST, AND ODORS. THE USE OF OIL OR OTHER MATERIAL FOR DUST CONTROL,WHICH MAY CAUSE TRACKING, IS NOT PERMITTED.

28. ALLOWABLE WORK DATES CONSIST OF ALL DATES EXCEPT NATIONAL HOLIDAYS AND SUNDAYS.ALLOWABLE WORK TIMES ARE FROM 7AM TO 7PM.

29. ALL STREETS AND DRIVEWAYS CUT BY THE CONTRACTOR SHALL BE PAVED IN ACCORDANCE WITHTHE PLANS AS SOON AS POSSIBLE AFTER INSTALLATION OF THE UTILITY. THE CONTRACTOR SHALLMAINTAIN A DURABLE RIDING SURFACE FREE TO DUST AND MUD.

30. PAYMENT LIMITS FOR PAVEMENT REPLACEMENT DUE TO SANITARY SEWER AND WATER LINETRENCHES SHALL NOT EXCEED A TRENCH WIDTH OF 4-FEET.

UTILITIES1. THE FOLLOWING UTILITIES ARE KNOWN TO BE LOCATED WITHIN THE LIMITS OF THIS PROJECT:

AMERICAN ELECTRIC POWER MADISON COUNTY SPRINTPATRICK WEYERS ENGINEER'S OFFICE DANNY SCHLAYBACH850 TECH CENTER DRIVE KENNETH L KOPPES, P.E. DANNY.W.SCHLAYBACH@SPRINT.COMGAHANNA, OH. 43230 DEPUTY ENGINEER (614) 226-9463(614) 883-7832 825 US 42 NE

LONDON, OH. 43140(614) 852-9404

COLUMBIA GAS OF OHIO OHIO DNR QWEST COMMUNICATIONSDIEGO CATANO 2045 MORSE ROAD DAVID CORNETTFIELD ENGINEER COLUMBUS, OH DAVID.CORNETT@QWEST.COM920 GOODALE BLVD HEATHER DOHERTY (614) 374-0846COLUMBUS, OH. 43212 740-258-0567(614) 460-2157

OHIO EDISON ODOTSPRINGFIELD SERVICE BUILDING MADISON COUNTY GARAGENICHOLAS ROBY COUNTY MANAGER420 S. YORK STREET 740-852-9854SPRINGFIELD, OH. 45505(937) 327-1239 (PHONE)(937) 327-1228 (FAX)

VILLAGE OF WEST JEFFERSON VERIZON (FIBER)PUBLIC SERVICE & UTILITIES MICHAEL KELLEYHAROLD WALKER, DIRECTOR MICHAEL.D.KELLY@VERIZONBUSINESS.COM28 EAST MAIN STREETWEST JEFFERSON, OH. 43162(614) 879-8655

2. THE CONTRACTOR SHALL GIVE NOTICE OF INTENT TO CONSTRUCT TO OHIO UTILITIES PROTECTIONSERVICE (TELEPHONE NUMBER 800-362-2764), PRODUCER'S UNDERGROUND PROTECTION SERVICE(TELEPHONE NUMBER 614-587-0486), AND TO OWNERS OF UNDERGROUND UTILITIES THAT ARE NOTMEMBERS OF A REGISTERED UNDERGROUND PROTECTION SERVICE. NOTICE SHALL BE GIVEN AT LEAST2 WORKING DAYS BEFORE START OF CONSTRUCTION.

3. THE IDENTITY AND LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN THE CONSTRUCTION AREAHAVE BEEN SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS AS ACCURATELY AS PROVIDED BYTHE OWNER OF THE UNDERGROUND UTILITY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEACCURACY OF DEPTHS OF UNDERGROUND FACILITIES SHOWN ON THE APPROVED CONSTRUCTIONDRAWINGS. IF DAMAGE IS CAUSED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF THESAME AND FOR ANY RESULTING CONTINGENT DAMAGE.

4. LOCATION, SUPPORT, PROTECTION AND RESTORATION OF ALL EXISTING UTILITIES ANDAPPURTENANCES, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS,SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

5. WHEN UNKNOWN OR INCORRECTLY LOCATED UNDERGROUND UTILITIES ARE ENCOUNTERED DURINGCONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER.

6. POWER, CABLE & TELEPHONE POLE SECURING. THE COST OF SECURING ANY POLES AS NECESSARY TOCOMPLETE THE WORK SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS ITEMS OF THECONTRACT.

7. CONTRACTOR SHALL CONTACT THE ODOT MADISON COUNTY GARAGE MANAGER 24 HOURS PRIOR TOWORK WITHIN US 40.

TRAFFIC CONTROL NOTES

1. TRAFFIC CONTROL SHALL BE FURNISHED, ERECTED, MAINTAINED, AND REMOVED BY THE CONTRACTORACCORDING TO OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (OMUTCD), CURRENT EDITION.SEE THE MAINTENANCE OF TRAFFIC PLAN AND NOTES FOR ADDITIONAL MAINTENANCE OF TRAFFICREQUIREMENTS.

2. ALL TRAFFIC LANES OF PUBLIC ROADWAYS SHALL BE FULLY OPEN TO TRAFFIC FROM 6:00 AM TO 9:00AM AND FROM 3:00 PM TO 6:00 PM UNLESS AUTHORIZED DIFFERENTLY BY THE VILLAGE, ENGINEER, ORODOT. AT ALL OTHER HOURS, THE CONTRACTOR SHALL MAINTAIN ONE-LANE TWO-WAY TRAFFIC.

3. • • • • • • •• • • • •• • ••• • • • •• • • •• •• • • • •• • • • • •• • •• • • • •• • • •• • •• • • •• • • • •• • • • • ••• • • • • ••• • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •TRAFFIC CONTROL DEVICES IN USE AT NIGHT.

4. ACCESS FROM PUBLIC ROADWAYS TO ALL ADJOINING PROPERTIES FOR EXISTING RESIDENTS ORBUSINESSES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT FOR MAIL, PUBLICWATER AND SANITARY SEWER SERVICE, AND EMERGENCY VEHICLES. THE CONTRACTOR SHALLPROVIDE A TRAFFIC CONTROL PLAN DETAILING THE PROPOSED MAINTENANCE OF TRAFFICPROCEDURES. THE TRAFFIC CONTROL PLAN MUST INCORPORATE ANY TRAFFIC CONTROL DETAILSCONTAINED HEREIN. THE TRAFFIC CONTROL PLAN PROPOSED BY THE CONTRACTOR MUST BEAPPROVED BY THE VILLAGE AND COUNTY ENGINEER PRIOR TO CONSTRUCTION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND SAFE MOVEMENT OFPEDESTRIANS THROUGH, AROUND, AND AWAY FOR THE CONSTRUCTION SITE. THE SAFETY ODPEDESTRIAN TRAFFIC SHALL BE CONSIDERED AT ALL TIMES IN THE PROVISION OF TRAFFIC CONTROLDEVICES REQUIRED BY THESE PLANS AND NOTES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITYTO PROVIDE LIGHTS, SIGNS, BARRICADES, AND OTHER WARNINGS TO PHYSICALLY SEPARATE THEPEDESTRIAN FROM HAZARDS INCIDENTAL TO THE CONSTRUCTION OPERATIONS SUCH AS OPENEXCAVATIONS, ETC.

PAVEMENT MARKINGS

1. PAVEMENT MARKINGS SHALL BE RESTORED IN LIKE KIND IN ACCORDANCE WITH ODOT ITEM 644THERMOPLASTIC, COST TO BE INCLUDED IN THE VARIOUS ITEMS OF CONTRACT.

OEPA NOTES

1. THE SEPARATION OF WATER MAINS AND STORM SEWER AND SANITARY SEWERS SHALL BE INACCORDANCE WITH TEN STATES STANDARDS 8.8.2 AND 8.8.3 UNLESS OTHERWISE APPROVED BY THEOEPA, ODOT, AND VILLAGE OF WEST JEFFERSON.

2. DISINFECTION OF WATER MAIN SHALL BE IN ACCORDANCE WITH AWWA C-651.

3. PRESSURE TESTING OF WATER MAIN SHALL BE IN ACCORDANCE WITH AWWA C-600.

4. ALL FIRE HYDRANTS SHALL BE AWWA APPROVED.

5. THE NORMAL WORKING PRESSURE IN THE WATERLINES SHALL NOT BE LESS THAN 35 PSI.

6. INDIVIDUAL BOOSTER PUMPS SHALL NOT BE ALLOWED FOR ANY INDIVIDUAL SERVICE.

7. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO SANITARY SEWERSYSTEMS ARE PROHIBITED.

8. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND STORM OR SANITARY IS 10' AND MINIMUMVERTICAL SEPARATION BETWEEN WATER AND STORM OR SANITARY IS 18"

UNDERGROUND UTILITY LINE CROSSING FOR THE LITTLE DARBY CREEKAND HORIZONTAL DIRECTIONAL DRILLING FRAC OUT PLAN

STORM WATER POLLUTION PREVENTION PLAN (SWPPP): A NOTICE OF INTENT (NOI) AND SWPPP HAS BEENSUBMITTED AND APPROVED BY THE OHIO ENVIRONMENTAL PROTECTION AGENCY (EPA) AND MUST BEFOLLOWED BY THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO FILE CO-PERMITTEE NOI WITH OEPAPRIOR TO BE BEGINNING ANY LAND DISTURBING ACTIVITIES. THE LITTLE DARBY CREEK IS A STATE ANDNATIONAL SCENIC RIVER.

TIMING OF GENERAL STREAM CROSSING): STREAM CROSSING SHOULD BE CONSTRUCTED DURING DRYPERIODS OR PERIODS OF EXTREMELY LOW FLOW. BORINGS SHALL OCCUR DURING DRIER PERIODS OF THEYEAR (AUGUST 1 THROUGH OCTOBER 31) TO REDUCE THE POSSIBILITY OF INUNDATION OF THE BORE PITSAND PROJECT AREA BY FLOOD WATERS.

NOTIFICATION:MS. HEATHER DOHERTY, CENTRAL OHIO ASSISTANT REGIONAL SCENIC RIVER PROGRAM MANAGER,SHOULD BE INVITED TO A PRE-CONSTRUCTION MEETING WITH THE CONTRACTOR PRESENT AND BENOTIFIED OF THE PROJECT START DATE ONE WEEK PRIOR TO THE COMMENCEMENT OF WORK. PERIODICINSPECTIONS OF THE PROJECT SHOULD TAKE PLACE TO ENSURE SCENIC RIVER REQUIREMENTS ARE BEINGMET. MS. DOHERTY SHOULD ALSO BE CONTACTED ONE WEEK PRIOR TO COMPLETION OF THE PROJECT TOCONDUCT A FINAL SITE INSPECTION. THE FINAL SITE INSPECTION SHOULD BE SCHEDULED WHILE THE• • • • • • • • • • ••• •• • • • • • • •• • •• • • • • • •• • • • •• •• • • •• •• • •• • • • •• •• • • •• • •• • • •• • • • •• • • •• • • • •••• • ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••DOHERTY CAN BE REACHED AT (740) 258-0567 OR HEATHER.DOHERTY@DNR.STATE.OH.US.

STREAM CROSSING OF THE LITTLE DARBY CREEK AND ITS TRIBUTARIES (BORING): EXCAVATED MATERIALSFROM THE BORE PIT MUST BE STORED IN AREAS AT LEAST 150 FEET FROM THE LITTLE DARBY CREEK ANDITS TRIBUTARIES AND BE PROTECTED WITH APPROPRIATE SEDIMENT AND EROSION CONTROLS. THE BOREPITS SHOULD BE RECLAIMED, SEEDED AND MULCHED WITHIN TWO DAYS FOLLOWING THE COMPLETION OFTHE CROSSING. COMPLETION OF THE CROSSING SHOULD BE DEFINED AS THE PLACEMENT OF THE PIPEBETWEEN THE FORCE MAIN ACCESS POINTS. BORE PITS AND OTHER DISTURBED AREAS LOCATED WITHINTHE ONE-HUNDRED YEAR FLOODPLAIN OF THE LITTLE DARBY CREEK OR ITS TRIBUTARY STREAMS ALSO BERE-VEGETATED AS SPECIFIED.

DIRECTIONAL DRILLING SPECIFICS: THE CONTRACTOR SHALL SUBMIT A DRILLING PLAN TO THE OWNERINCLUDING FRAC-OUT CONTINGENCY PROCEDURES, EQUIPMENT, AND MATERIALS TO BE USED INCONNECTION WITH THIS WORK, PRIOR TO BEGINNING DRILLING OPERATIONS. AT A MINIMUM THE PLANSHOULD INCLUDE THE FOLLOWING ITEMS: THE DRILLING OPERATION SHOULD BE CONDUCTED DURINGDAYLIGHT HOURS TO FACILITATE MONITORING OF FRAC OUTS IN THE CREEK AND SURROUNDING AREAS.THE DRILLING OPERATOR SHOULD USE THE MINIMAL AMOUNT OF PRESSURE AND FLOW RATE OF DRILLINGFLUID NECESSARY TO HELP REDUCE THE PROBABILITY OF FRAC OUTS. DURING THE OPERATION, AT LEASTTWO SPOTTERS, ONE ON EACH BANK, MUST MONITOR THE RIVER CONTINUOUSLY FOR ANY FRAC OUTS: IF AFRAC OUT SHOULD OCCUR THE DRILLING ACTIVITIES MUST BE STOPPED IMMEDIATELY AND THE OHIO EPASPILL RESPONSE IS TO BE CONTACTED ((800) 282-9378). THE DRILLING OPERATOR AND SPOTTERS ARE TO

KEEP A LOGBOOK OF EVENTS THAT CAN BE REVIEWED BY OTHER INSPECTORS. MATERIAL AND EQUIPMENTNEEDED TO CONTAIN AND CLEAN UP DRILLING MUD RELEASES THAT MUST BE KEPT ON SITE AND READILYACCESSIBLE IN THE EVENT OF A FRAC OUT. THIS WOULD INCLUDE FIVE GALLON BUCKETS, SILT FENCE,STRAW BALES, PORTABLE PUMPS, ETC. ENSURE THAT CLEAN UP MEASURES DO NOT RESULT IN GREATERDAMAGE TO THE BANKS AND WATER COURSE THAN FROM LEAVING THE DRILLING MUD IN PLACE. THEDRILLING DEPTHS AND ENTRY/EXIT POINTS AS CALLED FOR ON THE PLANS ARE TO BE CLOSELYFOLLOWED.

CLEARING AND GRUBBING: CLEARING AND GRUBBING IN THE AREAS DIRECTLY ADJACENT TO ANY OF THESTREAM CROSSINGS OR THE LITTLE DARBY CREEK SHOULD NOT TAKE PLACE UNTIL 72 HOURS BEFOREINSTALLATION OF THE SEWER.

EROSION CONTROLS: ONCE THE SITE IS CLEARED AND GRUBBED, TEMPORARY SEDIMENT AND EROSIONCONTROLS SHOULD BE IMPLEMENTED AND MAINTAINED UNTIL FINAL SITE STABILIZATION IS OBTAINED. ALLTEMPORARY SEDIMENT AND EROSION CONTROLS SHOULD BE REMOVED UPON COMPLETION OF SITESTABILIZATION. IN ANY AREA WHERE THE UTILITIES HAVE BEEN COMPLETELY INSTALLED, STABILIZATIONSHOULD BE REQUIRED WITHIN 7 DAYS. FOR THE DISTURBED AREAS WITHIN 150 FEET OF THE STREAM,TEMPORARY AND/OR PERMANENT EROSION CONTROL COVER SHOULD BE REQUIRED WITHIN 2 DAYSFOLLOWING INSTALLATION OF THE UTILITY LINES. TEMPORARY SEEDING AND MULCHING SHOULD BE NOMORE THAN 500 FEET BEHIND THE POINT OF INSTALLATION OF THE SEWER AT ANY GIVEN TIME. USEEXISTING CONSTRUCTION ENTRANCES, TRAILS, ROADS OR CUT LINES WHEREVER POSSIBLE, AS ACCESSROUTES TO AVOID DISTURBANCE TO THE RIPARIAN VEGETATION.

TRENCH AND GROUNDWATER DE-WATERING: NO WASTEWATER OF ANY KIND SHOULD BE DIRECTLYDISCHARGED INTO THE LITTLE DARBY CREEK OR ANY TRIBUTARY WATERCOURSE. ANY WATER PUMPEDFROM OPEN TRENCHES SHOULD BE PASSED THROUGH A SEDIMENT IMPOUNDMENT STRUCTURE THATPROVIDES FOR COMPLETE SETTLING OF ALL SUSPENDED SOLIDS OR PUMPED ONTO A VEGETATED AREA ASUFFICIENT DISTANCE FROM THE STREAM SO AS TO PROVIDE FOR EACH IMPOUNDMENT. THERE SHOULD BENO DISCHARGES OF TURBID WATER TO THE LITTLE DARBY CREEK OR ITS TRIBUTARIES.

STREAM CROSSING OF INTERMITTENT/EPHEMERAL TRIBUTARIES (NON-BORING)): WHERE THE TRENCHCROSSES A STREAM WITH A SOLID OR LAYERED ROCK BOTTOM, THE CONTRACTOR SHOULD SAW CUT THETRENCH EDGES TO A MINIMUM DEPTH OF 4 INCHES. THE TRENCH SHOULD BE BACKFILLED WITH CONCRETEENCASEMENT AS INDICATED IN THE STREAM CROSSING DETAIL ON THE APPROVED PLANS. THECONTRACTOR SHOULD ALSO PROVIDE NECESSARY MEANS TO PREVENT FRACTURING OF THE BEDROCKDUE TO EQUIPMENT CROSSINGS.

TRENCH OPENING: NO MORE THAN 500 FEET OF TRENCH SHOULD BE OPEN WITHIN THE 100 YEAR FLOODPLAN AT ANY GIVEN TIME. TRENCH OPENING, INSTALLATION OF PIPE AND BACKFILLING SHOULD OCCUR SOAS TO MINIMIZE THE AMOUNT OF AREA DISTURBED. ALL OPEN TRENCHES SHOULD IMMEDIATELY BEBACKFILLED, SEEDED AND MULCHED WITHIN SEVEN DAYS OF COMPLETION OF PIPE INSTALLATION.

EQUIPMENT CROSSING: NO MACHINERY OR EQUIPMENT IS PERMITTED TO CROSS THE STREAM OR OPERATEWITHIN 150 FEET OF THE CREEK BANK.

SPILL PREVENTION: ALL FUELING AND MAINTENANCE ACTIVITIES ARE TO OCCUR OUT OF THE 100 YEARFLOOD PLAIN. THE CONTRACTOR SHALL DEVELOP A SPILL PREVENTION COUNTERMEASURE ANDCONTINGENCY PLAN (SPCC) IN THE EVENT OF A SPILL OR BREAK IN AN EQUIPMENT HYDRAULIC LINE, WHICHMAY DISCHARGE INTO WATERS OF THE STATE. ALL SPILLS MUST BE REPORTED TO THE OHIO SPILL LINE(800-282-9378) IN ACCORDANCE WITH OAC 3750.06

EMERGENCY CONTACTS:IN CASE OF FRAC OUT OR OTHER SPILL WITHIN THE LITTLE DARBY CREEK THE FOLLOWING PEOPLE NEEDTO BE CONTACTED AS SOON AS POSSIBLE:OHIO EPA SPILL RESPONSE (800) 282-9378

2GENERAL NOTES

ITEM QUANTITY UNIT DESCRIPTION

ESTIMATE OF QUANTITIESNOTE: THESE QUANTITIES HAVE BEEN PROVIDED AS AN ESTIMATE TO THE SCOPE OF WORK. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE TO EVALUATE THE COMPLETE PROJECT AS DETAILED IN THE NOTES, PLANS, AND SPECIFICATIONS AND PROCEDURENECESSARY FOR THE COMPLETION OF THE PLAN IMPROVEMENTS AND SUBMIT THE TOTAL PROJECT COST ACCORDINGLY.

202 1314 SY PAVEMENT REMOVAL/DISPOSAL

203 30 CY EXCAVATION / EMBANKMENT(LIFT STATION)

204 1453 SY SUBGRADE COMPACTION

207 500 LF FILTER FABRIC SEDIMENT FENCE

207 32 EA DANDY SACK - INLET PROTECTION

207 15 EA BEAVER DAM - INLET PROTECTION

207 10 LF FILTER FABRIC DITCH CHECKS

207

990

EA STABILIZED CONSTRUCTION ENTRANCE

304

85

CY AGGREGATE BASE

407 146 GAL TACK COAT

423 4900 LF SAWCUT / CRACK SEAL

448 94 CY ASPHALT CONCRETE, SURFACE COURSE (HEAVY TRAFFIC) PG64-22

448 144 CY ASPHALT CONCRETE, INTERMEDIATE COURSE (HEAVY TRAFFIC) PG64-22

452 31 SY 8" PORTLAND CEMENT CONCRETE PAVEMENT

604 11 EA

CHAIN LINK FENCE

614 1 LUMP MAINTENANCE OF TRAFFIC

644

25

LF CHANNELIZING LINE, WHITE

644 50 LF EDGE LINE, WHITE

659 2089 SY SEEDING AND MULCHING

801 990 LF 8" DUCTILE IRON PIPE (SANITARY)

801 1209 LF 12" DUCTILE IRON PIPE (WATER)

802 5 EA 8" GATE VALVE AND APPURTENANCES

806 290 LF 24" ENCASEMENT PIPE (SAN.)

809 5 EA FIRE HYDRANT

812 2 EA AIR RELEASE OUTLET

901 803 LF 8" - C-900 PIPE WITH TYPE 1 BEDDING (SANITARY)

801 3045 LF 12" - C-900 PIPE WITH TYPE 1 BEDDING (WATER)

901 1461 LF 12" - SANITARY GRADE PIPE WITH TYPE 1 BEDDING

912 1793 CY COMPACTED GRANULAR BACKFILL

SPEC 2195 LF DIRECTIONAL BORING

SPEC 477 LF JACK AND BORE

SPEC 1 EA LIFT STATION & PUMP PACKAGE

607 88 LF

48" SANITARY MANHOLE (TYPE "C")

806 205 LF 24" ENCASEMENT PIPE (WATER)

644 LF CROSSWALK LINE, WHITE

207 LF STRAW WATTLES

301 CY ASPHALT CONCRETE BASE

665

452 40 SY 4" PORTLAND CEMENT CONCRETE SLAB

704 3550 SF BRICK, CONCRETE

807 1 EA WATER METER PIT

1

56

207 1 EA CONCRETE WASHOUT

802 6 EA 12" GATE VALVE AND APPURTENANCES

613 100 CY FLOWABLE CONTROLLED DENSITY FILL, TYPE I, TYPE II, OF TYPE III

ALL TRAFFIC LANES OF PUBLIC ROADWAYS SHALL BE FULLY OPEN TO TRAFFIC FROM 6:00 AM TO 9:00AM AND FROM 3:00 PM TO 6:00 PM UNLESS AUTHORIZED DIFFERENTLY BY THE VILLAGE ENGINEER ORODOT OTHER

1 REVISED FOR ADDENDUM 2 1/16/19 JLB

NO. REVISIONS DATE BY CHK

MADISON COUNTY, OHKROGER #700

WATER AND SEWER IMPROVEMENTS

JOB NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

DATE:

LM700

JB/MC

JB/JS/JL

MC

MC

05/18/2018

SCALE:

SHEET NO: OF:

348415 PULSAR PLACE | SUITE 300COLUMBUS, OH 43240P 614-839-0250 | F 614 839 0251 2A

GENERAL NOTES

EXISTING DRAINAGE FACILITIES

ESTIMATED AND CONTINGENT QUANTITIES

ITEM 201 CLEARING AND GRUBBING,AS PER PLAN

ITEM 202 REMOVED, AS PER PLAN

ITEM 611 SANITARY SEWER, AS PER PLAN

ITEM 611 SANITARY SEWER FORCEMAIN, AS PERPLAN

ITEM 611 SANITARY SEWER FORCEMAIN INSTALLEDBY HORIZONTAL DIRECTIONAL DRILLING, AS PERPLAN

ITEM 611 SANITARY SEWER MANHOLE, AS PER PLAN

ITEM 638 WATER MAIN, AS PER PLAN

ITEM 638 WATER MAIN INSTALLED BY HORIZONTALDIRECTIONAL DRILLING, AS PER PLAN

ITEM SPECIAL JACK AND BORE STEEL CASING PIPEWITH CARRIER PIPE

ITEM SPECIAL ELECTRICAL SERVICE

ITEM SPECIAL SANITARY SEWER LIFT STATION

ITEM SPECIAL WATER TAP AND SAMPLING STATION

ITEM SPECIAL REMOVE AND RESET MAILBOX

1 NOTES ADDED AT WEST JEFFERSON'S DISCRETION (2018-12-11)

1 REVISED FOR ADDENDUM 2 1/16/19 JLB

NO. REVISIONS DATE BY CHK

MADISON COUNTY, OHKROGER #700

WATER AND SEWER IMPROVEMENTS

JOB NO:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

DATE:

LM700

JB/MC

JB/JS/JL

MC

MC

05/18/2018

SCALE:

SHEET NO: OF:

348415 PULSAR PLACE | SUITE 300COLUMBUS, OH 43240P 614-839-0250 | F 614 839 0251

MA

TCH

LIN

E 19

2+00

.00

MA

TCH

LIN

E 18

7+00

.00

SANITARY PLAN AND PROFILESTA. 187+00.00 TO 192+00.00

11

KEYED NOTES

1 REVISED FOR ADDENDUM 2 1/16/19 JLB

1 REPLACED FOR ADDENDUM 2 1/16/19 JLB