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Resolution 48-22 To: Members of Dublin City Council From: Megan D. O’Callaghan, City Manager Date: October 4, 2022 Initiated By: Robert E. Ranc, Jr., Deputy City Manager/Chief Operating Officer Paul A. Hammersmith, PE, Director of Engineering/City Engineer Brian D. Gable, PE, Deputy Director of Engineering – Design & Construction Kenneth B. Richardson, PE, PS, Senior Civil Engineer Re: Resolution 48-22 – Accepting the Lowest and Best Bid for the Sanitary Sewer Extension Area 1B Project (21-013-CIP) Summary On September 27, 2022, four (4) bids were received and publicly opened for the Sanitary Sewer Extension Area 1B Project (the “Project”). The scope of work for this Project includes 2,185 feet of 12- inch sanitary sewer and reconstruction of the Trails End Drive roadway. The Project was previously identified in the Public Water and Sanitary Sewer Extension Policy (2015) as an area in need of sanitary sewer service. A sanitary sewer extension project Area 1C was completed last year and makes possible the downstream connection required for the Sanitary Sewer Extension Area 1B (Trails End Drive). In addition to the sanitary sewer extension project, the City’s asset management team identified and programmed Trails End Drive for reconstruction of the roadway in the City’s Annual Street Maintenance program. The City initiated design of the sanitary sewer for Trails End Drive (Area 1B) in 2021 with sanitary sewer construction and the street reconstruction programmed for 2022. Please see the attached Area 1B location map. This sanitary sewer extension will serve 18 existing parcels and one undeveloped parcel of which 18 parcels currently have various types of existing household sewage treatment systems (HSTS). Water service is already available on Trails End Drive from an existing public water main. The majority of work for this project is to occur within the existing right-of-way for Trails End Drive. Trails End Drive currently has an inadequate turnaround at the end of the street; therefore, a modern “hammerhead” turnaround will be constructed during the reconstruction of the street with the Project and will require a small acquisition of right-of-way from two properties located at the end of Trails End Drive. The construction of the sanitary sewer and road reconstruction are designed to minimize impacts to existing trees. As is typical, proactive, protective measures are included in the construction documents to protect the existing trees whenever and wherever possible. Additionally, a Dublin Project Inspector will be monitoring the construction with particular attention to the tree protection and preservation. For Council’s reference, a copy of the construction drawings for this work has been provided for review in the BoardPaq packet for the October 10, 2022 Council meeting, or a hard copy is available for review upon request. Office of the City Manager 5555 Perimeter Drive • Dublin, OH 43017-1090 Phone: 614-410-4400 • Fax: 614-410-4490 Memo Resolution 48-22 – Accepting the Lowest and Best Bid for the Sanitary Sewer Extension Area 1B Project (21-013-CIP) October 4, 2022 Page 2 of 3 The Engineer’s estimate for this project is $2,100,000. Double Z Construction Company submitted the lowest and best bid of $1,999,631.08. The construction costs will be split by the project accounts as follows: $990,255.00 from Account ES203 – Sanitary Sewer Extensions – Area 1B - Sanitary Sewer, and $1,009,376.08 from Account ES204 – Sanitary Sewer Extensions – Area 1B – Roadway. Staff has reviewed the bid and a summary of the bids received is listed below. Bidder Bid as Read Bid as Read Corrected Bid Over (+) or Under (-) Engineer’s Estimate Double Z Construction Company. $1,999,631.08 -4.8% n/a Trucco Construction Co., Inc. $2,081,915.13 -0.9% n/a Elite Excavating Company of Ohio, Inc. $2,193,338.18 +4.4% n/a Complete General Construction Company $2,767,644.50 +31.8% n/a The work for this project is expected to commence in March 2023 and complete by September 30, 2023. Traffic will be maintained through the project area during the construction period, with varying daytime flagger operations. The typical and customary communication methods will be used to convey construction information to residents and motorists throughout the duration of the work for this Project. Recommendation Staff has thoroughly reviewed the bid submitted by Double Z Construction Company. Previous experience with Double Z Construction Company has been favorable, including this recent project: Shannon Glen Pedestrian Bridge Project. Staff is confident Double Z Construction Company will perform well on this project. Staff recommends Council approval of Resolution 48-22 accepting as lowest and best the bid of Double Z Construction Company in the amount of $1,999,631.08 and authorizing the City Manager to enter into a contract with Double Z Construction Company for this Project. Resolution 48-22 – Accepting the Lowest and Best Bid for the Sanitary Sewer Extension Area 1B Project (21-013-CIP) October 4, 2022 Page 3 of 3 Project Location Map SUMMIT VIEW ROADGLENCREE PLACE TRAILS END DRIVE SAWMILL RD CAMPDEN LAKES BLVDCONINE CTBORGE WAY BANGLE CTBRINSWORTH DRBIBURY LN SUMMIT VIEW ROADSUMMIT VIEW ROADBUTTLESTON DRCONINE DREX. 8" SANITARYEX. 12" SANITARYEX. 10" SANITARYEX. 10" SANITARY DELAWARE COUNTYFRANKLIN COUNTYDELAWARE COUNTYFRANKLIN COUNTYBRINSWORTHEX. 12" SANITARYKELLY DRIVEAREA 1C12" SANITARYAREA 1B12" SANITARY0800200400LOCATION MAPSANITARY SEWER EXTENSION AREA 1BSCALE: 1"= 400'DATE: 09/28/2022 LEGENDPROP. SANITARY SEWEREX. SANITARY SEWERAREA 1B BOUNDARYAREA 1C BOUNDARY DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 972GENERAL NOTES245 GENERALCITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS, 2018 EDITION,AND ANY SUPPLEMENTS THERETO, ALONG WITH CITY OF DUBLIN GENERALCONDITIONS, DIVISION 100 SHALL GOVERN CONSTRUCTION ITEMS UNLESS OTHERWISENOTED. ITEM NUMBERS LISTED REFER TO CITY OF COLUMBUS ITEM NUMBERS UNLESSOTHERWISE NOTED.THE CONTRACTOR INTENDING TO SUBMIT A BID FOR THIS PROJECT SHALL BEPRE-QUALIFIED WITH THE OHIO DEPARTMENT OF TRANSPORTATION IN ACCORDANCEWITH SECTION 102 OF THE ODOT CONSTRUCTION AND MATERIAL SPECIFICATIONS,AND CHAPTER 5525 OF THE OHIO REVISED CODE CONCERNING CONSTRUCTIONCONTRACTS.ALL ITEMS OF WORK CALLED OUT FOR ON THE PLANS FOR WHICH NO SPECIFICMETHOD OF PAYMENT IS PROVIDED SHALL BE PERFORMED BY THE CONTRACTORWITH THE COST TO BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS RELATEDITEMS.IT IS THE INTENTION OF THE CONTRACT DOCUMENTS TO PROVIDE AND REQUIRE ACOMPLETED PROJECT READY FOR OPERATION. ANY WORK ITEMS OMITTED FROM THECONTRACT DOCUMENTS WHICH ARE CLEARLY NECESSARY FOR COMPLETION OF THEWORK AND ITS APPURTENANCES SHALL BE CONSIDERED A PART OF SUCH WORK,THOUGH NOT DIRECTLY SPECIFIED OR CALLED FOR IN THE CONTRACT DOCUMENTS.THIS INCLUDES, BUT IS NOT LIMITED TO, SUCH INCIDENTAL ITEMS AS SAW CUTTINGAND REMOVAL AND/OR RELOCATION OF SIGNS, SPRINKLERS, OR OTHERMISCELLANEOUS ITEMS.THE CITY ENGINEER WILL NOT BE RESPONSIBLE FOR MEANS, METHODS,PROCEDURES, TECHNIQUES, OR SEQUENCES OF CONSTRUCTION THAT ARE NOTSPECIFIED HEREIN. THE CITY ENGINEER WILL NOT BE RESPONSIBLE FOR SAFETY ONTHE WORK SITE, OR FOR FAILURE BY THE CONTRACTOR TO PERFORM WORKACCORDING TO CONTRACT DOCUMENTS.THE CONTRACTOR SHALL NOTIFY THE CITY OF DUBLIN DIVISION OF ENGINEERING INWRITING AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION.THE CITY IS RESPONSIBLE FOR OBTAINING AND PROVIDING TO THE CONTRACTOR ALLNECESSARY PERMITS.ANY MODIFICATION TO THE WORK SHOWN ON DRAWINGS MUST HAVE PRIOR WRITTENAPPROVAL BY THE CITY ENGINEER, CITY OF DUBLIN.FOLLOWING COMPLETION OF CONSTRUCTION, A PROOF SURVEY SHALL BE PROVIDEDBY THE CONTRACTOR TO THE DIVISION OF ENGINEERING THAT DOCUMENTS"AS-BUILT" ELEVATIONS, DIMENSIONS, SLOPES, AND ALIGNMENTS OF ALL PUBLICUTILITIES (SANITARY, STORM, WATER) COMPLETED AS PART OF THIS PROJECT. THEPROOF SURVEY SHALL BE PREPARED, SIGNED, AND SUBMITTED BY AN OHIOPROFESSIONAL ENGINEER OR PROFESSIONAL SURVEYOR. THE CONTRACTOR SHALLREVISE THE ORIGINAL PDF IN RED INK, TO THE SATISFACTION OF THE CITY, SHOWINGALL CHANGES IN THE WORK. THE COST OF THE PROOF SURVEY, INCLUDING PDFREVISIONS, WILL BE PAID AT THE LUMP SUM PRICE BID FOR ITEM SPECIAL - PROOFSURVEY. THE FOLLOWING ESTIMATED QUANTITY HAS BEEN CARRIED TO THE GENERALSUMMARY.ITEM SPEC - PROOF SURVEY 1 LUMPTHE CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITY TO PUBLICRIGHT-OF-WAY AND AREAS DEFINED AS PERMANENT AND/OR TEMPORARYCONSTRUCTION EASEMENTS, UNLESS OTHERWISE AUTHORIZED BY THE CITYENGINEER.THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, PROPERTYCORNERS, REFERENCE POINTS, STAKES, AND OTHER SURVEY REFERENCEMONUMENTS OR MARKERS. IN CASES OF WILLFUL OR CARELESS DESTRUCTION, THECONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATIONS. RESETTING OF MARKERSSHALL BE PERFORMED BY AN OHIO PROFESSIONAL SURVEYOR AS APPROVED BY THECITY ENGINEER.PROPERTY BOUNDARIES, INCLUDING PROPERTY LINES AND ROAD RIGHT-OF-WAY, ARESHOWN FROM THE BEST INFORMATION AVAILABLE AND ARE NOT NECESSARILYCOMPLETE OR CORRECT.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINISHED WORK CONFORMINGTO THE LINES, GRADES, ELEVATIONS, AND DIMENSIONS CALLED FOR ON THEDRAWINGS AND TYPICAL SECTIONS. PAYMENT FOR CONSTRUCTION LAYOUT SHALL BEMADE AT THE LUMP SUM PRICE BID FOR ITEM 623 - CONSTRUCTION LAYOUT STAKES.THE FOLLOWING ESTIMATED QUANTITY HAS BEEN CARRIED TO THE GENERALSUMMARY.ITEM 623 - CONSTRUCTION LAYOUT STAKES 1 LUMPSUBSURFACE INVESTIGATIONS WERE PERFORMED FOR DESIGN AND ESTIMATINGPURPOSES AND ARE PROVIDED IN THE BIDDING DOCUMENTS. LOGS AND TESTS ARENOT WARRANTED TO SHOW THE ACTUAL SUBSURFACE CONDITIONS. THECONTRACTOR SHALL EXAMINE THIS INFORMATION AND OBTAIN ADDITIONALINFORMATION AT HIS OWN EXPENSE, IF NECESSARY, IN HIS JUDGMENT.NON-RUBBER TIRED VEHICLES SHALL NOT BE MOVED ON OR ACROSS PUBLIC STREETSOR HIGHWAYS WITHOUT THE WRITTEN PERMISSION OF THE CITY ENGINEER.THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTERCONDITION THAN EXISTED BEFORE CONSTRUCTION. DRAINAGE DITCHES ORWATERCOURSES THAT ARE DISTURBED BY CONSTRUCTION SHALL BE RESTORED TOTHE GRADES AND CROSS-SECTIONS THAT EXISTED BEFORE CONSTRUCTION.ALL NON-PAVEMENT AREAS DISTURBED WITHIN THE DESIGNATED EASEMENTS,RIGHTS-OF-WAY, AND LIMITS OF DISTURBANCE AS SHOWN, SHALL BE SEEDED ANDSTRAWED IN ACCORDANCE WITH ITEM 659 - SEEDING AND MULCHING, AS PER PLAN.ALL AREAS DISTURBED OUTSIDE THESE LIMITS SHALL BE SEEDED AND STRAWED ATTHE CONTRACTOR'S EXPENSE.TREE TRIMMING WITHIN THE CONSTRUCTION ZONE IS TO BE COMPLETED BY ACERTIFIED ARBORIST. AT THE COMPLETION OF THE PROJECT, THE ARBORIST IS TORETURN AND TRIM ANY BROKEN BRANCHES AS NEEDED.TRACKING OR SPILLING MUD, DIRT, OR DEBRIS UPON STREETS, RESIDENTIAL ORCOMMERCIAL DRIVES, SIDEWALKS, OR BIKE PATHS IS PROHIBITED ACCORDING TOSECTION 97.38 OF THE DUBLIN CODE OF ORDINANCES. ANY SUCH OCCURRENCESHALL BE CLEANED UP IMMEDIATELY BY THE CONTRACTOR AT NO COST TO THE CITY.IF THE CONTRACTOR FAILS TO REMOVE SAID MUD, DIRT, DEBRIS, OR SPILLAGE, THECITY RESERVES THE RIGHT TO REMOVE THESE MATERIALS AND CLEAN AFFECTEDAREAS, THE COST OF WHICH SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.ALL SIGNS, LANDSCAPING, STRUCTURES, OR OTHER APPURTENANCES WITHINRIGHT-OF-WAY DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BEREPLACED OR REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. THE COSTOF THIS WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.ALL FIELD TILE BROKEN OR ENCOUNTERED DURING EXCAVATION SHALL BE REPLACEDOR REPAIRED AND CONNECTED TO THE PUBLIC STORM SEWER SYSTEM AS DIRECTEDBY THE CITY ENGINEER. THE COST OF THIS WORK SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR.STORM INLETS OR CATCH BASINS SHALL BE CHANNELIZED AND HAVE BICYCLE SAFEGRATES. MANHOLE LIDS SHALL INCLUDE CITY OF DUBLIN LOGO AND ALL CURB INLETAND CATCH BASIN GRATES SHALL INCLUDE ENGRAVED LETTERING: “DUMP NO WASTE;DRAINS TO RIVER.”ALL TRENCHES WITHIN PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED ACCORDING TOTHE APPROVED CONSTRUCTION DRAWINGS OR SECURELY PLATED DURINGNONWORKING HOURS. TRENCHES OUTSIDE THESE AREAS SHALL BE BACKFILLED ORSHALL BE PROTECTED BY APPROVED TEMPORARY FENCING OR BARRICADES DURINGNONWORKING HOURS. CLEAN UP SHALL FOLLOW CLOSELY BEHIND THE TRENCHINGOPERATION.UNLESS INDICATED OTHERWISE ON THE PLAN DETAILS, BACKFILL WITHIN A 1:1INFLUENCE LINE OF EXISTING STRUCTURES (HOUSES, GARAGES, ETC.) OR PUBLICINFRASTRUCTURE (PAVEMENT, CURBS, SIDEWALKS, SHARED USE PATHS, ETC.) SHALLBE COMPACTED GRANULAR BACKFILL ACCORDING TO ITEM 912 OF THE STANDARDSPECIFICATIONS OR LOW STRENGTH MORTAR BACKFILL, TYPE 2 ACCORDING TO ITEM613.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDITION OF TRENCHESWITHIN THE RIGHT-OF-WAY AND PUBLIC EASEMENTS FOR A PERIOD OF ONE YEARFROM THE FINAL ACCEPTANCE OF THE WORK, AND SHALL MAKE ANY NECESSARYREPAIRS AT NO COST TO THE CITY.DRAINAGETHE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO MAINTAIN AT ALLTIMES STORM SEWER, DRAIN, AND DITCH FLOWS THROUGH EXISTING FACILITIES TOREMAIN IN PLACE AND THROUGH EXISTING FACILITIES TO BE REPLACED UNTIL NEWFACILITIES ARE COMPLETED AND PUT INTO SERVICE. THE FLOW OF ALL STORMSEWER, DRAINS, AND OTHER WATERCOURSES ENCOUNTERED AND DISTURBED ORDESTROYED DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR TOA CONDITION SATISFACTORY TO THE CITY ENGINEER. PAYMENT FOR THIS SHALL BEINCLUDED IN THE PRICES BID FOR THE VARIOUS ITEMS OF THE CONTRACT.WHERE THE WORK CALLS FOR RELOCATION OF EXISTING DITCHES OR STORM SEWER,THE CONTRACTOR SHALL REESTABLISH THE OUTLETS OF ALL PRIVATE DRAINSENCOUNTERED; SUCH AS DOWNSPOUTS, FOUNDATION DRAINS, CATCH BASINS, YARDDRAINS, ETC., INTO THE NEAREST NEW DITCH OR STORM SEWER AS APPROVED BYTHE ENGINEER. THE COST FOR REESTABLISHING PRIVATE DRAIN OUTLETS SHALL BEINCLUDED IN THE VARIOUS STORM SEWER ITEMS.EXISTING STORM SEWER LOCATED WITHIN THE WORK LIMITS THAT IS TO REMAIN INSERVICE HAS BEEN MARKED ON THE PLANS "TO REMAIN' OR 'DO NOT DISTURB". THECONTRACTOR SHALL PROTECT THESE STORM SEWERS AND THEIR ASSOCIATEDSTRUCTURES FROM DAMAGE DURING CONSTRUCTION. ALL OTHER EXISTING STORMSEWER PIPE, CATCH BASINS, AND INLETS LOCATED WITH IN THE CONSTRUCTIONLIMITS NOT DESIGNATED TO REMAIN SHALL BE REMOVED AND DISPOSED OF BY THECONTRACTOR IN ACCORDANCE WITH THE APPLICABLE ITEM 202. EXISTING HEADWALLSSHALL BE REMOVED AND DISPOSED OF AS INDICATED WITH NO SEPARATE PAYMENT.ALL PRECAST CONCRETE PRODUCTS SHALL BE INSPECTED AT THE LOCATION OFMANUFACTURER. APPROVED PRECAST CONCRETE PRODUCTS WILL BE STAMPED ORHAVE SUCH IDENTIFICATION NOTING THAT INSPECTION HAS BEEN PERFORMED BY THECITY OF COLUMBUS. PRECAST CONCRETE PRODUCTS WITHOUT PROOF OFINSPECTION SHALL NOT BE APPROVED FOR INSTALLATION. THE COST OF INSPECTIONSHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS RELATED ITEMS.REVIEW OF DRAINAGE FACILITIESWHERE PLANS CALL FOR CONDUIT TO BE CONNECTED TO, OR CROSS OVER OR UNDERAN EXISTING SEWER OR UNDERGROUND UTILITY, THE CONTRACTOR SHALL LOCATETHE EXISTING PIPES OR UTILITIES FOR BOTH LINE AND GRADE PRIOR TO START OFPIPE LAYING.CROSSINGS AND CONNECTIONS TO EXISTING PIPES AND UTILITIESWHERE PLANS CALL FOR CONDUIT TO BE CONNECTED TO, OR CROSS OVER OR UNDERAN EXISTING SEWER OR UNDERGROUND UTILITY, THE CONTRACTOR SHALL LOCATETHE EXISTING PIPES OR UTILITIES FOR BOTH LINE AND GRADE PRIOR TO START OFPIPE LAYING.IF IT IS DETERMINED THAT THE ELEVATION OF THE EXISTING CONDUIT OR EXISTINGAPPURTENANCE TO BE CONNECTED DIFFERS FROM THE PLAN ELEVATION, THE CITYENGINEER SHALL BE NOTIFIED BEFORE STARTING CONSTRUCTION OF ANY PORTIONOF THE PROPOSED CONDUIT WHICH WILL BE AFFECTED BY THE VARIANCE IN THEEXISTING ELEVATIONS.IF IT IS DETERMINED THAT A PROPOSED CONDUIT WILL CONFLICT WITH AN EXISTINGSEWER OR UNDERGROUND UTILITY WHEN CONSTRUCTED AS SHOWN ON THE PLAN,THE CITY ENGINEER SHALL BE NOTIFIED BEFORE STARTING CONSTRUCTION ON ANYPORTION OF THE PROPOSED CONDUIT WHICH WOULD BE AFFECTED BY THE CONFLICT.PAYMENT FOR DETERMINATION OF LINE AND GRADE OF EXISTING UTILITIES ASREQUIRED SHALL BE INCLUDED IN THE CONTRACT PRICE FOR THE PERTINENTCONTRACT ITEMS.ITEM 201 - CLEARING AND GRUBBINGALL TREES AND STUMPS SPECIFICALLY MARKED FOR REMOVAL WITHIN THECONSTRUCTION LIMITS OF THIS PROJECT SHALL BE REMOVED UNDER ITEM 201 -CLEARING AND GRUBBING. TREES WITH TRUNK DIAMETERS 12 INCHES AND LESSSHALL BE CONSIDERED BRUSH. All BRUSH CLEARING SHALL BE PAID UNDER ITEM 201 -CLEARING AND GRUBBING. PRUNING OF ROOTS AND OVERHANGING BRANCHES SHALLBE PAID UNDER ITEM 201 - CLEARING AND GRUBBING.ITEM 653 - 4" TOPSOIL FURNISHED AND PLACED, AS PER PLANA MINIMUM 4 INCHES OF TOPSOIL SHALL BE PLACED IN ALL AREAS TO BE SEEDED.PRIOR TO PLACING TOPSOIL IN CUT AREAS, THE EARTH SHALL BE EXCAVATED TO ADEPTH SUFFICIENT TO PLACE 4 INCHES OF TOPSOIL. THE COST OF EXCAVATION ANDDISPOSAL OF SURPLUS MATERIALS WILL NOT BE PAID FOR SEPARATELY, BUT SHALLBE INCLUDED IN THE COST OF THE VARIOUS CONTRACT ITEMS.TOPSOIL SHALL BE REMOVED AND WASTED OR UTILIZED IN NON-LOAD BEARING FILLSIN ACCORDANCE WITH THE SPECIFICATIONS. NO EXTRA COMPENSATION SHALL BEPAID FOR THE REMOVAL OF EXCESS TOPSOIL AS REQUIRED TO OBTAIN A SUITABLESUBGRADE. PAYMENT FOR TOPSOIL REMOVAL IS INCLUDED IN ITEM 203 - EXCAVATION,AS PER PLAN.ALL TOPSOIL MATERIALS AND FINAL AREA OF SUBGRADE PREPARATION SHALL BEFREE FROM ROCK AND OTHER FOREIGN MATERIAL OF 1/2" OR GREATER IN ANYDIMENSION. TOPSOIL REMOVED ON SITE CAN BE REUSED FOR ITEM 653 - TOPSOILFURNISHED AND PLACED, AS PER PLAN, IF SUITABLE AS APPROVED BY THE ENGINEER.UTILITIESTHE FOLLOWING UTILITIES ARE KNOWN TO BE LOCATED WITHIN THE LIMITS OF THISPROJECT:CITY OF DUBLINAT&T LNS & COREDIVISION OF ENGINEERINGATTN: BILL HARKNESSATTN: KEN RICHARDSON, PE, PS5980 - G WILCOX PLACE6555 SHIER RINGS ROADDUBLIN, OHIO 43016DUBLIN, OHIO 43016OFFICE: (614) 760-8320OFFICE: (614) 410-4631CELL: (770) 316-5309DUBLINKCOLUMBIA GASATTN: JOE TEPPER ATTN: MARK CHRISTMANMATT BLACKSTONE3550 JOHNNY APPLESEED CTC/O TEAM FISHELCOLUMBUS, OHIO 432311600 WALCUTT RDOFFICE: (614) 818-2113COLUMBUS, OHIO 43228CELL: (614) 230-2600JOE OFFICE (614) 921-8620MCHRISTMAN@NISOURCE.COMMATT OFFICE (614) 921-8524MATT CELL: (614) 395-9701FAX: (614) 850-7170AEP OHIOFRONTIER COMMUNICATIONSAERIAL DISTRIBUTIONATTN: ROBERT CHANDLERATTN: PAUL PAXTON19 EAST CENTRAL AVE700 MORRISON ROAD - 3RD FLOORDELAWARE, OHIO 43015GAHANNA, OHIO 43230OFFICE: (740) 369-0826OFFICE: (614) 883-6831AEP OHIOCHARTER SPECTRUMUNDERGROUND DISTRIBUTIONATTN: JOSEPH VLOCKATTN: PAT FEENEY3760 INTERCHANGE RD700 MORRISON RD - 3RD FLOORCOLUMBUS, OHIO 43204GAHANNA, OHIO 43230CELL: (614) 402-1979OFFICE: (614) 883-6873JOSEPH.VLOCK@CHARTER.COMAEP OHIOWOW INTERNET CABLE & PHONEAERIAL TRANSMISSIONATTN: ROGER SISLERATTN: BARBARA DUNLAP3675 CORPORATE DR700 MORRISON RD - 3RD FLOORCOLUMBUS, OHIO 43231GAHANNA, OHIO 43230OFFICE: (614) 948-4661OFFICE: (614) 552-1893CENTURY LINKAT&TATTN: CHRIS STRAYERATTN: MIKE LEPLEY441 W BROAD ST111 NORTH 4TH STPATASKALA, OHIO 43062COLUMBUS, OHIO 43215CELL: (303) 886-1299OFFICE: (614) 329-2195CITY OF COLUMBUSBLACK & VEATCHDEPARTMENT OF PUBLIC UTILITIES4449 EASTON WAY, SUITE 150 & 175111 N. FRONT STCOLUMBUS, OHIO 43219COLUMBUS, OHIO 43215OFFICE: (614) 473-0921OFFICE: (614) 645-8276EVERSTREAMVERIZONATTN: SCOTT LANCIAATTN: AL GUEST240 N 5TH ST, SUITE 168120 RAVINE STCOLUMBUS, OHIO 43215AKRON, OHIO 44303OFFICE: (614) 473-0921OFFICE: (330) 650-7663THE CONTRACTOR SHALL GIVE NOTICE OF INTENT TO CONSTRUCT TO OHIO UTILITIESPROTECTION SERVICE (TELEPHONE NUMBER 800-362-2764), PRODUCER'SUNDERGROUND PROTECTION SERVICE (TELEPHONE NUMBER 614-587-0486), AND TOOWNERS OF UNDERGROUND UTILITIES THAT ARE NOT MEMBERS OF A REGISTEREDUNDERGROUND PROTECTION SERVICE. NOTICE SHALL BE GIVEN AT LEAST 2WORKING DAYS BEFORE START OF CONSTRUCTION.THE IDENTITY AND LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN THECONSTRUCTION AREA HAVE BEEN SHOWN ON THE APPROVED CONSTRUCTIONDRAWINGS AS ACCURATELY AS PROVIDED BY THE OWNER OF THE UNDERGROUNDUTILITY. THE CITY OF DUBLIN, CITY ENGINEER, AND THE DESIGN PROFESSIONALASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR DEPTHS OF UNDERGROUNDFACILITIES SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS. IF DAMAGE ISCAUSED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF THE SAME ANDFOR ANY RESULTING CONTINGENT DAMAGE.LOCATION, SUPPORT, PROTECTION AND RESTORATION OF ALL EXISTING UTILITIESAND APPURTENANCES, WHETHER SHOWN OR NOT SHOWN ON THE APPROVEDCONSTRUCTION DRAWINGS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.WHEN UNKNOWN OR INCORRECTLY LOCATED UNDERGROUND UTILITIES AREENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE OWNER AND THE CITY ENGINEER.THE CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE PROXIMITY OFEXISTING AND/OR RELOCATED UTILITY FACILITIES. COSTS TO EXPOSE CONDUIT SHALLBE INCLUDED IN THE ITEMS OF WORK AFFECTED. THE CONTRACTOR IS REMINDED TOKEEP THEIR OUPS TICKET UPDATED ACCORDING TO INDUSTRY PRACTICES.EROSION AND SEDIMENT CONTROLA SEDIMENT AND EROSION CONTROL PLAN MUST BE SUBMITTED TO THE CITYENGINEER FOR APPROVAL IF A SEDIMENT AND EROSION CONTROL PLAN HAS NOTALREADY BEEN INCLUDED WITH THE APPROVED CONSTRUCTION DRAWINGS. THISPLAN MUST BE MADE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE DESIGN OFEROSION CONTROL SYSTEMS SHALL FOLLOW THE REQUIREMENTS OF OHIO EPA, ITEM207 OF CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS, AND THECITY ENGINEER.USE OF FIRE HYDRANTSTHE CONTRACTOR SHALL MAKE PROPER ARRANGEMENTS WITH THE DUBLIN SERVICEDEPARTMENT AND THE COLUMBUS DIVISION OF WATER FOR THE USE OF FIREHYDRANTS WHEN USED FOR WORK PERFORMED UNDER THIS CONTRACT ANDPROVIDE THE CITY OF DUBLIN A COPY OF THE HYDRANT USAGE PERMIT OBTAINEDFROM THE CITY OF COLUMBUS. THE CONTRACTOR SHALL ALSO SEND COPIES OFPERMITS OBTAINED FROM DUBLIN AND COLUMBUS TO THE WASHINGTON TWP FIREDEPARTMENT. PERMITS SHALL BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES.BEFORE THE FINAL ESTIMATE IS PAID, THE CONTRACTOR SHALL SUBMIT A LETTERFROM THE CITY OF COLUMBUS DIVISION OF WATER TO THE CITY ENGINEER STATINGTHAT THE CONTRACTOR HAS RETURNED THE SIAMESE VALVE TO THE CITY OF DUBLINAND HAS PAID ALL COSTS ARISING FROM THE USE OF THE FIRE HYDRANTS.AERIAL UTILITY COORDINATIONTHE CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING NEAR THE EXISTINGOVERHEAD UTILITY LINES. CONTRACTOR SHALL CONTACT AND COORDINATE DIRECTLYWITH THE UTILITY COMPANIES DIRECTED AS NEEDED DURING CONSTRUCTION ANDSHALL MAINTAIN APPROPRIATE OSHA AND NESC CLEARANCES, INCLUDING ANDNECESSARY ENGINEERING CONTROLS.ROUNDINGTHE ROUNDING AT SLOPE BREAKPOINTS SHOWN ON THE TYPICAL SECTIONS APPLIESTO ALL CROSS-SECTIONS EVEN THOUGH OTHERWISE SHOWN.WORK LIMITSTHE WORK LIMITS SHOWN ON THESE PLANS ARE FOR PHYSICAL CONSTRUCTION ONLY.PROVIDE THE INSTALLATION AND OPERATION OF ALL WORK ZONE TRAFFIC CONTROLAND WORK ZONE TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANS WHETHERINSIDE OR OUTSIDE THESE WORK LIMITS.WORKING HOURSTHE CONTRACTOR IS PERMITTED TO WORK BETWEEN 7:00 AM AND 7:00 PM, MONDAYTHROUGH SATURDAY. ANY WORK WHICH REQUIRES A LANE RESTRICTION WILL BE INACCORDANCE WITH ITEM 614 - MAINTENANCE OF TRAFFIC, AS PER PLAN. PERMISSIONTO WORK ON SUNDAYS AND HOLIDAYS MUST BE REQUESTED IN WRITING ANDAPPROVED BY THE CITY ENGINEER.CONSTRUCTION NOISETHE CONTRACTOR'S CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED SO AS TOELIMINATE ALL UNNECESSARY NOISE, DUST, AND ODORS. THE USE OF OIL, CALCIUMCHLORIDE, OR OTHER MATERIALS FOR DUST CONTROL, WHICH MAY CAUSE TRACKING,IS PROHIBITED.CONTINGENCY QUANTITIESTHE CONTRACTOR SHALL NOT ORDER MATERIALS OR PERFORM WORK SHOWN,LABELED, OR LISTED AS 'CONTINGENCY' OR REFERENCED BY PLAN NOTE TO BE USED'AS DIRECTED BY THE ENGINEER,' UNLESS AUTHORIZED BY THE ENGINEER, OR AREPRESENTATIVE OF THE CITY OF DUBLIN.H:\Columbus\P\200761\001\_DWG\_Sheets\200761CTTL001.dwg, 8/29/2022 12:46:52 PM, mcouvreur DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 972GENERAL NOTES345 PAVEMENTPAVEMENTS SHALL BE CUT IN NEAT, STRAIGHT LINES TO THE FULL DEPTH OFPAVEMENT, OR AS REQUIRED BY THE CITY ENGINEER.BUTT JOINTS BETWEEN EXISTING AND NEW PAVEMENT SHALL BE MADE INACCORDANCE WITH ODOT STD. CONSTRUCTION DWG BP-3.1.THE CONTRACTOR SHALL NOT USE ANY RECLAIMED MATERIALS IN ITEM 304.TREE PRESERVATION AND SITE CLEARINGALL TREES WITHIN THE CONSTRUCTION AREA NOT DESIGNATED FOR REMOVAL,WHETHER SHOWN ON THE PLANS OR NOT, SHALL BE PRESERVED WITHOUTDAMAGE. TREES TO BE PRESERVED SHALL BE PROTECTED WITH HIGH VISIBILITYTREE PROTECTION FENCING PRIOR TO CONSTRUCTION. THE CITY RESERVES THERIGHT TO DIRECT THE CONTRACTOR TO INSTALL ADDITIONAL FENCING IN AREASWHERE TREES COULD BE DAMAGED DURING CONSTRUCTION.ITEM SPECIAL - CONCRETE MANHOLE COLLARA MINIMUM OF 12" THICKNESS OF CONCRETE COLLAR, ITEM 499 CLASS C, SHALLBE PLACED ON ALL NEW SANITARY MANHOLES PER CITY OF DUBLIN STANDARDDRAWING SA-04.SUBGRADETHE CONTRACTOR SHALL DEFINE THE LIMITS OF ANY WEAK SOILS ENCOUNTEREDBY PROOF ROLLING. WHERE SOFT SUBGRADE IS ENCOUNTERED IN CUTS, DUE TONO FAULT OF THE CONTRACTOR, AND SATISFACTORY COMPACTION CANNOT BEOBTAINED, THE UNSTABLE MATERIAL SHALL BE REMOVED AND REPLACED PERCMSC 204.04. THE FOLLOWING QUANTITIES HAVE BEEN INCLUDED AS ANALLOWANCE FOR BIDDING PURPOSES.ITEM 204 - EXCAVATION OF SUBGRADE50 CYITEM 204 - GRANULAR EMBANKMENT, NO. 2 STONE 50 CYITEM 203 - EXCAVATIONITEM 203 - EMBANKMENTTHE EXCAVATION OF ASPHALT PAVEMENT, AGGREGATE BASE, ASPHALT CURB,TOPSOIL OR UNSUITABLE MATERIALS NOT OTHERWISE ITEMIZED ON THISPROJECT ARE INCLUDED WITHIN ITEM 203 - EXCAVATION, QUANTITIES FORPAYMENT. ALL MATERIAL EXCAVATED FOR CONSTRUCTION INCLUDING TOPSOILAND DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF UNLESSOTHERWISE APPROVED BY THE CITY.ALL SOIL STOCKPILES INCLUDING TRENCH EXCAVATION STOCKPILES, SHALL BEPROTECTED FROM EROSION.ALL MATERIAL TO BE DISPOSED OF OFF-SITE MUST BE DISPOSED OF IN ANENVIRONMENTALLY SOUND MANNER IN ACCORDANCE WITH LOCAL, STATE ANDFEDERAL REGULATIONS. NO EXCESS MATERIALS ARE TO BE DISPOSED OF IN ANYWETLAND, FLOOD PLAIN, OR OTHER ENVIRONMENTALLY SENSITIVE AREAS.THE FOLLOWING QUANTITIES ARE PROVIDED TO ADDRESS EARTHWORK.ITEM 203 - EXCAVATION526 CYITEM 203 - EMBANKMENT395 CYITEM 204 - PROOF ROLLINGTHE FOLLOWING QUANTITY IS PROVIDED TO ADDRESS LOCATIONS REQUIRINGPROOF ROLLING.ITEM 204 - PROOF ROLLING1 HRITEM 659 - SEEDING AND MULCHINGGRASS SEED MUST BE FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITHTHE A.O.S.A. "JOURNAL OF SEED TECHNOLOGY" RULES FOR TESTING SEEDS FORPURITY AND GERMINATION TOLERANCES.SEED SPECIES SHALL BE AS FOLLOWS, WITH NOT LESS THAN 90 PERCENTGERMINATION, NOT LESS THAN 98 PERCENT PURE SEED, AND NOT MORE THAN 0.5PERCENT WEED SEED.CLASS I, TURFGRASS SEED MIX PROPORTIONED BY WEIGHT:A.50 PERCENT KENTUCKY BLUE GRASS (POA PRATENSIS).B.50 PERCENT PERENNIAL RYEGRASS (LOLIUM PERENNE).THE FOLLOWING QUANTITIES ARE PROVIDED TO PROMOTE GROWTH AND CAREOF PERMANENT SEEDED AREAS:ITEM 653 - TOPSOIL FURNISHED AND PLACED (T=4")684 CYITEM 659 - SEEDING AND MULCHING6,221 SYITEM 659 - COMMERCIAL FERTILIZER 0.84 TONITEM 659 - WATER20 M GALSEEDING AND MULCHING SHALL BE APPLIED TO ALL AREAS OF EXPOSED SOILWITHIN THE CONSTRUCTION LIMITS. QUANTITY CALCULATIONS FOR SEEDING ANDMULCHING ARE BASED ON THESE LIMITS AND WERE DERIVED FROM CADD AREAS.ITEM 659 - REPAIR SEEDING AND MULCHING AND INTERSEEDING2,892 SYMAIL DELIVERYTHE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT US MAIL DELIVERYWITHIN THE PROJECT LIMITS IS NOT DISRUPTED BY CONSTRUCTION OPERATIONS.THIS RESPONSIBILITY IS LIMITED TO RELOCATION OF MAILBOXES TO ATEMPORARY LOCATION THAT WILL ALLOW THE COMPLETION OF THE WORK ANDSHALL ALSO INCLUDE THE RESTORATION OF MAILBOXES TO THEIR ORIGINALLOCATION OR APPROVED NEW LOCATION. ANY RELOCATION OF MAILBOXSERVICES MUST BE FIRST COORDINATED WITH THE US POSTAL SERVICE AND THEHOMEOWNER.BEFORE RELOCATING ANY MAILBOXES, THE CONTRACTOR SHALL CONTACT THEU.S. POSTAL SERVICE AND RELOCATE MAILBOXES ACCORDING TO THEREQUIREMENTS OF THE POSTAL SERVICE.ROCK EXCAVATIONSUBSURFACE INVESTIGATIONS WERE PERFORMED AND THE DATA IS PROVIDED INTHE BIDDING DOCUMENTS. LOGS, TEST DATA, AND INTERPOLATIONS ARE NOTWARRANTED TO REFLECT ACTUAL SUBSURFACE CONDITIONS. THE CONTRACTORSHALL EXAMINE THE AVAILABLE INFORMATION AND OBTAIN ADDITIONALINFORMATION IF NECESSARY, IN HIS JUDGEMENT FOR ESTIMATING, BIDDING, ANDCONSTRUCTION PURPOSES.ROCK EXCAVATED IN UTILITY TRENCHES FOR WATER, SANITARY SEWER, STORMSEWER, AND ANY UTILITY RELATED STRUCTURES SHALL BE INCLUDED IN THEUNIT PRICE BID FOR THE ASSOCIATED UTILITY ITEM AND WILL NOT BE PAIDSEPARATELY.STORM SEWERGRANULAR BACKFILL SHALL BE COMPACTED GRANULAR MATERIAL ACCORDINGTO ITEM 912 OF THE STANDARD SPECIFICATIONS OR LOW STRENGTH MORTARBACKFILL ACCORDING TO ITEM 613, TYPE 2 OF THE STANDARD SPECIFICATIONSAS DIRECTED BY THE CITY ENGINEER.ALL STORM SEWERS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TOASTM DESIGNATION C76, WALL B, CLASS IV FOR PIPE DIAMETERS 12 INCHES TO 15INCHES, CLASS III FOR 18 INCHES TO 24 INCH PIPES, AND 27 INCHES AND LARGERPIPE SHALL BE CLASS II, UNLESS OTHERWISE SHOWN ON THE APPROVEDCONSTRUCTION DRAWINGS.STORM INLETS OR CATCH BASINS SHALL BE CHANNELIZED AND HAVE BICYCLESAFE GRATES. MANHOLE LIDS SHALL INCLUDE CITY OF DUBLIN LOGO AND ALLCURB INLET AND CATCH BASIN GRATES SHALL INCLUDE ENGRAVED LETTERING:“DUMP NO WASTE; DRAINS TO RIVER.”ALL EXISTING CATCH BASINS WITHIN THE PROJECT AREA SHALL BE HAVE THEEXISTING GRATES REMOVED AND BE EQUIPPED WITH EAST JORDAN #5110, TYPEM3 GRATES.ITEM SPECIAL FLARED END SECTIONTHE OUTLET OF STORM SEWERS SHALL HAVE A CONCRETE FLARED END SECTIONAS MANUFACTURED BY FORTERRA, OR APPROVED EQUAL.PAYMENT SHALL BE AT THE UNIT PRICE BID FOR EACH, INCLUDING ALL LABOR,MATERIALS, EQUIPMENT AND INCIDENTALS REQUIRED TO INSTALL COMPLETEAND ACCEPTED.SANITARY SEWERS1.CONNECTIONS TO THE SANITARY SEWER WILL BE PERMITTED UPONRECEIVING AN OEPA PERMIT TO INSTALL AND UPON THE CITY ENGINEERSTATING THAT THE PROJECT HAS BEEN CONSTRUCTED AS PER THE PLANS,AND ALL OF THE CONDITIONS OF THE PTI HAVE BEEN MET. THE CITYENGINEER IS RESPONSIBLE FOR OBTAINING ALL REQUIRED OHIO EPAAPPROVALS AND PAYING REVIEW FEES.2.SANITARY SEWER COLLECTION SYSTEMS SHALL BE CONSTRUCTED INACCORDANCE WITH THE RULES, REGULATIONS, STANDARDS ANDSPECIFICATIONS OF THE CITY OF DUBLIN, OHIO EPA, OHIO DEPARTMENT OFHEALTH AND THE CURRENT EDITION OF THE GREAT LAKES-UPPERMISSISSIPPI RIVER BOARD (TEN STATES) - RECOMMENDED STANDARDS FORWASTEWATER FACILITIES.3.THE MINIMUM REQUIREMENTS FOR SANITARY SEWER PIPE WITH DIAMETERS8 INCHES TO 10 INCHES SHALL BE PVC SEWER PIPE ASTM D3034, SDR 35. PIPEFOR 6-INCH DIAMETER HOUSE SERVICE LINES SHALL BE PVC PIPE ASTMD3034, SDR 35. PVC PIPE SHALL NOT BE USED AT DEPTHS GREATER THAN 28FEET. PIPE MATERIALS AND RELATED STRUCTURES SHALL BE SHOP TESTEDIN ACCORDANCE WITH CITY OF COLUMBUS CONSTRUCTION INSPECTIONDIVISION QUALITY CONTROL REQUIREMENTS. PIPE JOINTS SHALL CONFORMTO ASTM D3212. PIPE DESIGNATED WITH WATERTIGHT JOINTS SHALL BE PVCASTM D2241, SDR 26, WITH JOINTS CONFORMING TO ASTM D3139.4.THE MINIMUM REQUIREMENTS FOR SANITARY SEWER PIPES WITH DIAMETERS12 INCHES TO 30 INCHES SHALL BE PVC PIPE, ASTM D3034, SDR-35. PIPEJOINTS SHALL CONFORM TO ASTM D3212.5.ALL IN-LINE WYE AND TEE CONNECTIONS IN CONCRETE SEWERS, 18-INCHDIAMETER AND LARGER, SHALL BE EITHER KOR-N-TEE OR KOR-N-SEALCONNECTIONS CONFORMING TO THE MANUFACTURER'S RECOMMENDATIONS.6.GRANULAR BACKFILL SHALL BE COMPACTED GRANULAR MATERIALACCORDING TO ITEM 912 OF THE STANDARD SPECIFICATIONS OR LOWSTRENGTH MORTAR BACKFILL ACCORDING TO ITEM 613, TYPE 2 OF THESTANDARD SPECIFICATIONS AS DIRECTED BY THE CITY ENGINEER.7.ALL CITY OF DUBLIN MANHOLE LIDS SHALL BE PROVIDED WITH CONTINUOUSSELF-SEALING GASKETS. THE APPROVED CONSTRUCTION DRAWINGS SHALLSHOW WHERE BOLT-DOWN LIDS ARE REQUIRED. SANITARY SEWERMANHOLES SHALL BE PRECAST CONCRETE OR AS APPROVED BY THE CITYENGINEER AND CONFORM TO THE CITY OF DUBLIN SANITARY MANHOLESTANDARD DRAWING SA-01. MANHOLE CASTINGS SHALL INCLUDE CITY OFDUBLIN LOGO AS PER SA-02.8.ALL PVC SEWER PIPES SHALL BE DEFLECTION TESTED NO LESS THAN 60DAYS AFTER COMPLETION OF BACKFILLING OPERATIONS. ALL OTHERREQUIREMENTS SHALL BE ACCORDING TO ITEM 901.21 OF THE CITY OFCOLUMBUS STANDARD SPECIFICATIONS.9.TEMPORARY PLUGS/BULKHEADS SHALL BE PLACED IN SANITARY SEWERS ATLOCATIONS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ANDSHALL REMAIN IN PLACE UNTIL THE PERMIT TO INSTALL (PTI) HAS BEENISSUED BY THE OEPA AND THE SANITARY SEWERS HAVE BEEN APPROVEDFOR USE BY THE CITY ENGINEER. THE COST FOR FURNISHING, INSTALLING,MAINTAINING, AND REMOVING PLUGS/BULKHEADS SHALL BE INCLUDED IN THECONTRACT UNIT BID PRICE FOR THE VARIOUS SANITARY SEWER ITEMS.10.CONTRACTOR AND CITY OF DUBLIN ENGINEERING PROJECT INSPECTORSHALL FIELD VERIFY THE REMOVAL OF ALL TEMPORARY PLUGS AND TESTINGEQUIPMENT PRIOR TO ACCEPTANCE OF THE SANITARY SEWER SYSTEMINFRASTRUCTURE.11.ALL SANITARY SEWERS INCLUDING SANITARY SEWER SERVICE LINES SHALLBE SUBJECTED TO AND PASS INFILTRATION OR EXFILTRATION TESTSACCORDING TO CITY OF COLUMBUS ITEM 901 OF THE STANDARDSPECIFICATIONS AND MUST BE APPROVED FOR USE BY THE CITY ENGINEERBEFORE ANY SERVICE CONNECTIONS ARE TAPPED INTO SEWERS.12.FOR SANITARY SEWER INFILTRATION, LEAKAGE THROUGH JOINTS SHALL NOTEXCEED 100 GALLONS PER INCH OF TRIBUTARY SEWER DIAMETER PER 24HOURS PER MILE OF LENGTH OR THE COMPUTED EQUIVALENT. ALL SANITARYSEWERS SHALL BE TESTED.13.AT THE DETERMINATION OF THE CITY ENGINEER, THE CONTRACTOR MAY BEREQUIRED TO PERFORM A TV INSPECTION OF THE SANITARY SEWER SYSTEMPRIOR TO FINAL ACCEPTANCE BY THE CITY. THIS WORK SHALL BECOMPLETED BY THE CONTRACTOR AT HIS EXPENSE.14.VISIBLE LEAKS OR OTHER DEFECTS OBSERVED OR DISCOVERED DURING TVINSPECTION SHALL BE REPAIRED TO THE SATISFACTION OF THE CITYENGINEER.15.ROOF DRAINS, FOUNDATION DRAINS, FIELD TILE OR OTHER CLEAN WATERCONNECTIONS TO THE SANITARY SEWER SYSTEM ARE STRICTLY PROHIBITEDACCORDING TO SECTION 51.23 OF THE DUBLIN CODE OF ORDINANCES.ITEM 661 DECIDUOUS TREE, 2" CALIPER, AS PER PLANITEM 661 EVERGREEN TREE, 6' HEIGHT, AS PER PLANSEE SHEET 45 FOR TREE REPLACEMENT PLAN.THE CITY OF DUBLIN RESERVES THE RIGHT TO DENY ANY TREE THAT IS NOTDEEMED SUITABLE FOR PLANTING. ALL TREES SHALL MEET THE ANSI A300STANDARDS.CONTRACTOR SHALL INSTALL SLOW RELASE TREE WATERING BAG FOR EACHPLANTED TREE. SLOW RELEASE WATERING BAGS SHALL BE 20 GALLONS.MATERIAL SHALL BE UV-STABILIZED POLYETHYLENE AND GREEN IN COLOR.INCLUDE A ZIP ENCLOSURE WITH MICROPERFORATED RELEASE POINTS ALONGTHE BOTTOM SEAM OF THE BAG BLADDER. THE CONTRACTOR SHALL PROVIDEWATER AT LEAST TWICE A WEEK FOR 5 WEEKS AFTER INSTALLATION. THE CITY OFDUBLIN SHALL PROVIDE WATER FOR THE TREES AFTER THE 5 WEEK PERIOD.PLANT TREES IN ORDER TO SEE THE TRUNK FLARE. PULL BACK ANY EXCESS SOILON THE TOP OF ROOTBALL. REMOVE TOP HALF (1.2) OF BURLAP, TWINE, ROPE,WIRE, AND BASKET FROM ROOTBALL. BREAK SUBSOIL 6-INCHES, IN DEPTH, ASNECESSARY. EXCAVATED AREA FOR ROOTBALL TO BE 2 TO 3 TIMES THEROOTBALL DIAMETER. SCARIFY SIDE OF PLANTING HOLE.TREE PLANTING ON SLOPE AND LODGE POLE STAKING TO FOLLOW ANSI A300STANDARDS. ARBOR TIE MANUFACTURER TO BE APPROVED BY ENGINEER ANDCITY FORESTER.BENCHMARKSSOURCE BMTHE GPS CONTINUOUSLY OPERATING REFERENCE SYSTEM "COLB" THE CORS STATION"COLB" IS LOCATED AT: 39° 57' 35.11255" (N) AND 83° 02' 44.74694" (W).ELEVATION = 722.39 (NAVD88)BENCHMARK #1:X-CUT ON NORTH EDGE SANITARY MANHOLE RIM LOCATED ON SOUTH SIDE OFSUMMIT VIEW ROAD.ELEVATION = 917.58' (NAVD88)BENCHMARK #2:RAILROAD SPIKE SET IN NORTHWEST SIDE OF UTILITY POLE LOCATED ON SOUTH SIDEOF SUMMIT VIEW ROAD.ELEVATION = 939.39' (NAVD88)BENCHMARK #3:X-CUT ON WEST FLANGE BOLT OF FIRE HYDRANT LOCATED ON EAST SIDE OF TRAILSEND DRIVE.ELEVATION = 936.35' (NAVD88)BENCHMARK #4:RAILROAD SPIKE SET IN 6" HICKORY TREE AT NORTHERN TERMINUS OF TRAILS ENDDRIVE.ELEVATION = 921.72' (NAVD88)BENCHMARK #5:BOX CUT ON NORTHEAST CORNER OF CURB INLET LOCATED ON EAST SIDE OFGLENCREE PLACE.ELEVATION = 940.95' (NAVD88)BENCHMARK #6:X-CUT ON NORTH FLANGE BOLT OF FIRE HYDRANT LOCATED ON EAST SIDE OFGLENCREE PLACE.ELEVATION = 938.22' (NAVD88)BASIS OF BEARINGSBEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM, OHIO SOUTH ZONE(NAD83-NSRS 2007) AS DETERMINED BY A VRS-GPS SURVEY UTILIZING CORS STATION"COLB". THE PROJECT COORDINATES ARE BASED ON STATE PLANE COORDINATES ANDHAVE BEEN SCALED TO GROUND BY USING A PROJECT ADJUSTMENT FACTOR OF1.0000172856 APPLIED AT BASE POINT N 778500.00 E 1,801,500.00. GRID AND GROUNDCOORDINATES ARE IDENTICAL AT THE BASE POINT.EXISTING SYMBOL LEGENDEX. BUSH/SHRUBEX. TREEEX. EVERGREEN TREEEX. CATCH BASINEX. CLEANOUTEX. DOWNSPOUTEX. YARD DRAINEX. SANITARY MANHOLEEX. IRRIGATION CONTROLLEREX. IRRIGATION HEADEX. ELETRIC BOXEX. GROUND LIGHTEX. LAMP LIGHTEX. LIGHT POLECOYDSIC SEEX. FENCEEX. SANITARY SEWEREX. STORM SEWEREX. UNDERGROUND ELECTRICEX. WATEREX. GASEX. UNDERGROUND TELEPHONEEX. OVERHEAD ELECTRICEX. TREE LINEEX. PIPE FOUNDEX. PIN FOUNDEX. CONCRETE MONUMENTEX. TRANSFORMEREX. MAILBOXMBXUEWGUTEPROPOSED MANHOLE PROPOSED SYMBOLSSTMSANPROPOSED STORMSEWERPROPOSED CATCHBASINPROPOSED SANITARYSEWERPROPOSED CLEAN-OUT1101PROPOSED CONCRETE WALKH:\Columbus\P\200761\001\_DWG\_Sheets\200761CTTL001.dwg, 8/29/2022 12:46:57 PM, mcouvreur DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 972NOT TO SCALE 1'-0"PAVEMENTEDGEPAVEMENTEDGE10'-0"10'-0"℄TRAILS END DRIVE TYPICAL SECTIONN.T.S.1 1/2" ITEM 441 ASPHALT CONCRETE SURFACE COURSE, TYPE 1,MEDIUM TRAFFIC, (448), PG64-22ITEM 407 NON-TRACKING TACK COAT, APPLIED AT 0.09 GAL/SY3" ITEM 301 ASPHALT CONCRETE BASE12" ITEM 206 CEMENT STABILIZATION, 6% CEMENT CONTENT,CEMENT STABILIZATION TO TERMINATE AT LIMITS OF 912BACKFILL FOR STORM CULVERT CROSSINGS12" ITEM 411 STABILIZED CRUSHED AGGREGATESANITARY SEWER TRENCH, NOT TO EXCEED 8 FT IN WIDTH**AT MANHOLE LOCATIONS SANITARY SEWER TRENCH WIDTHNOT TO EXCEED 12 FT IN WIDTH123456141.56%1.56%R/WR/W25'-0"25'-0"13411'-0"℄ PROP. 12"SANITARY SEWERROADWAYREMOVE EX.PAVEMENT SECTION8.00%4 : 14:1 MAX8'-0"5'-0"8.00%4:1 MAX13'-0"3"TYPICAL SECTION AND DETAILS445 6"3"6"6VARIES℄ EX.8" WATER6" MIN.DRIVEWAYASPHALT PAVEMENT DETAILN.T.S.1 1/2" ITEM 441 ASPHALT CONCRETE SURFACECOURSE, TYPE 1, MEDIUM TRAFFIC, (448), PG64-223" ITEM 301 ASPHALT CONCRETE BASE6" ITEM 304 AGGREGATE BASEITEM 204 SUBGRADE COMPACTION12341234DRIVEWAYCONCRETE PAVEMENT DETAILN.T.S.8" ITEM 452 NONREINFORCED PORTLANDCEMENT CONCRETE PAVEMENT4" ITEM 304 AGGREGATE BASEITEM 204 SUBGRADE COMPACTION1233122434UTILITY CONDUITOPEN CUT DETAILNOTES:1.REFER TO OSHA REQUIREMENTS FOR MAXIMUM ALLOWABLETRENCH SLOPES.2.REFER TO STANDARD DRAWING AA-S149 FOR ADDITIONALTRENCHING REQUIREMENTS.TRENCHES SHALL BE PLATED ORBROUGHT FLUSH WITH EXISTINGPAVEMENT AT NIGHT AND DURINGNON-WORKING HOURSSAWCUTEX. PAVEMENTITEM 304, COMPACTEDGRANULAR MATERIALSHAPE BELL HOLECONFORM AT PIPE O.D.6" BEDDING MATERIAL 4" MIN. BEDDING P I P E I . D .CL8' MAX WIDTH OFEXCAVATED TRENCHSAWCUTEX. PAVEMENTN.T.S.446610524484421MATERIAL1' BEDDING1' MIN.BELL HOLESUBGRADEWn/2DWn/21'27521'WD121518323640861030n3030* INCHESWD8072644842365248n5627243012322118154440361086302724D*W*n71424854607887963630336457611369096102108143151160847872130123116* INCHESD*W*nD*W*nCOMPACTED CLAY PERITEM 203, STARTING AT1' ABOVE SANITARYSEWER. 1' THICKBETWEEN STORM ANDSANITARY SEWERLINESSTORM SEWERBEDDING 4" MIN.SEE STD DWG AA-S151 FORBEDDING MATERIALREQUIREMENTS(RIGID SEWER)4" BEDDINGMATERIALFOR BEDDING MATERIALREQUIREMENTSSEE STD DWG AA-S149(FLEXIBLE SEWER)TYPE "A" - FOR CLEARANCES GREATER THAN 28"MATERIAL1' BEDDINGBELL HOLESUBGRADEWn/2DWn/2BENTOFIX THERMALLOCK GEOSYNTHETICCLAY LINER (GCL) ORAPPROVED EQUALSTORM SEWERBEDDING4" MIN.SEE STD DWG AA-S151FOR BEDDING MATERIALREQUIREMENTS(RIGID SEWER)4" BEDDINGMATERIALFOR BEDDING MATERIALREQUIREMENTSSEE STD DWG AA-S149(FLEXIBLE SEWER)TYPE "B" - FOR CLEARANCES LESS THAN 28"FLEXIBLESEWER PIPERIGIDSEWER PIPESANITARY SEWER CROSSING DETAILN.T.S.EX. STM/WATERLINESEX. STM/WATERLINESNOTE:SANITARY SEWERCROSSING DETAILS APPLYTO ALL SANITARY MAINSAND LATERALS CROSSEDBY STORM SEWERS ANDWATER LINES.54PROFILEGRADE1'-0"1'-0"1'-0"CONCRETE FLARED END SECTIONN.T.S.6452H:\Columbus\P\200761\001\_DWG\_Sheets\200761CTTL001.dwg, 8/29/2022 12:47:03 PM, mcouvreur GENERAL SUMMARY545 DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 972NOT TO SCALE* DENOTES ODOT CONSTRUCTION AND MATERIAL SPECIFICATIONS (LATEST EDITION). ALL OTHER ITEMSREFERENCE CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS, 2018 EDITION.GENERAL SUMMARYITEMDESCRIPTIONQUANTITYUNITSHEET#ROADWAY201CLEARING AND GRUBBING 1LUMP21 - 24201TREE REMOVED, 18" 6EA21 - 24201TREE REMOVED, 30" 2EA21201TREE REMOVED, 48" 1EA21201STUMP REMOVED, 18" 5EA21 - 24201STUMP REMOVED, 30" 1EA21202CONCRETE PAVEMENT REMOVED (DRIVEWAY) 76SY21 - 24202GRAVEL REMOVED (DRIVEWAY) 277SY21202WALK REMOVED 67SF21 - 24202CURB AND GUTTER REMOVED 107LF21 - 24202GUARDRAIL REMOVED 64LF21 - 242024" STORM SEWER REMOVED 34LF212026" STORM SEWER REMOVED 28LF212028" STORM SEWER REMOVED 16LF2420210" STORM SEWER REMOVED 40LF2120212" STORM SEWER REMOVED 510LF2220218" STORM SEWER REMOVED 189LF22202CATCH BASIN REMOVED 2EA21202REMOVE AND SALVAGE DECORATIVE ROCK SLABS 1LUMP21 - 24202REMOVE AND SALVAGE DECORATIVE STONES 1LUMP21202REMOVE AND SALVAGE LIMESTONE ROCK SLABS IN RIGHT-OF-WAY 1LUMP21202REMOVE AND SALVAGE ENTRY POSTS WITH LIGHTS 1LUMP21202REMOVE AND SALVAGE GROUND LIGHTS 1LUMP23203EXCAVATION 526CY24203EMBANKMENT 395CY24204EXCAVATION OF SUBGRADE 50CY23204GRANULAR EMBANKMENT, NO. 2 STONE 50CY21 - 24204SUBGRADE COMPACTION (SHARED USE PATH) 11SY21 - 24204SUBGRADE COMPACTION (DRIVEWAY) 841SY21 - 24204PROOF ROLLING 1HR21 - 24254PAVEMENT PLANING 5,268SY21 - 24254PAVEMENT PLANING (SHARED USE PATH) 9SY21 - 24254PAVEMENT PLANING (DRIVEWAY) 583SY21 - 24PAVEMENT206CEMENT STABILIZATION SUBGRADE, 12-INCHES DEEP 6,726SY21 - 24206CEMENT 209TON21 - 24206CURING COAT 6,726SY21 - 24301ASPHALT CONCRETE BASE 1,068TON21 - 24301ASPHALT CONCRETE BASE (SHARED USE PATH) 2TON21 - 24301ASPHALT CONCRETE BASE (DRIVEWAY) 122TON21 - 24304AGGREGATE BASE (SHARED USE PATH) 2CY21 - 24304AGGREGATE BASE (DRIVEWAY) 141CY21 - 24407NON-TRACKING TACK COAT 577GAL21 - 24411STABILIZED CRUSHED AGGREGATE 182CY21 - 24423CRACK SEALING, TYPE 1 264LF21 - 24441ASPHALT CONCRETE SURFACE COURSE, TYPE 1, MEDIUM TRAFFIC, (448), PG64-22 528TON21 - 24441ASPHALT CONCRETE SURFACE COURSE, TYPE 1, MEDIUM TRAFFIC, (448), PG64-22(SHARED USE PATH) 1TON21 - 24441ASPHALT CONCRETE SURFACE COURSE, TYPE 1, MEDIUM TRAFFIC, (448), PG64-22(DRIVEWAY) 61TON21 - 244528" NON-REINFORCED CONCRETE PAVEMENT, CLASS COC1 (DRIVEWAY) 115SY21 - 24608CONCRETE WALK (T=6") 54SF21608CURB RAMP 1EA21608DETECTABLE WARNING, TUFTILE, CAST IRON REPLACEABLE, BRICK RED 16SF216096" CONCRETE COMBINATION CURB AND GUTTER (INCLUDING #57 AGGREGATE) 110LF21615TEMPORARY PAVEMENT 2,120SY2110 - 11EROSION CONTROL207FILTER SOCK 1,186LF207INLET PROTECTION 7EA15 - 16207DESIGNATED CONCRETE WASHOUT AREA 1EA15 - 16207NO. 2 STONE WITH GEOTEXTILE FABRIC 6CY15207ROCK CHANNEL PROTECTION WITH GEOTEXTILE FABRIC, CLASS D 1CY15 - 16653TOPSOIL FURNISHED AND PLACED (T=4"), AS PER PLAN 684CY3655TREE PROTECTION DURING CONSTRUCTION 1LUMP659SEEDING AND MULCHING, AS PER PLAN 6,221SY3659COMMERCIAL FERTILIZER 0.84TON659WATER 20M GAL12 - 13661DECIDUOUS TREEE, (2" CALIPER), AS PER PLAN 28EA14, 45661EVERGREEN TREEE, (6' HEIGHT), AS PER PLAN 10EA14, 45ITEMDESCRIPTIONQUANTITYUNITSHEET#TRAFFIC CONTROL*630GROUND MOUNTED SUPPORT, NO. 3 POST 46LF21 - 24630SIGN, FLAT SHEET 17SF21 - 24630REMOVAL OF GROUND MOUNTED SIGN AND REERECTION 2EA21644STOP LINE, 24" 10LF21UTILITIES604MANHOLE, AA-S102 8EA17 - 20604MANHOLE ADJUSTED TO GRADE 2EA17604CATCH BASIN, AA-S133A, WITH BIKE SAFE GRATE (E.J. #5110, TYPE M3) 4EA35, 38807VALVE BOX ADJUSTED TO GRADE 8EA33807CURB BOX ADJUSTED TO GRADE 3EA21 - 2490112" SANITARY SEWER PIPE, SDR-35 PVC, ASTM D3034, WITH TYPE 1 BEDDING, 912BACKFILL 2,185LF21 - 2490112" STORM SEWER PIPE, ASTM C-76, CL. III, WITH TYPE 1 BEDDING, 912 BACKFILL(DRIVEWAY) 238LF17 - 2090112" STORM SEWER PIPE, ASTM C-76, CL. III, WITH TYPE 1 BEDDING, 912 BACKFILL 40LF33 - 3590115" STORM SEWER PIPE, ASTM C-76, CL III, WITH TYPE 1 BEDDING, 912 BACKFILL 124LF33 - 3590115" STORM SEWER PIPE, ASTM C-76, CL. III, WATER TIGHT JOINTS WITH TYPE 1BEDDING, 912 BACKFILL 21LF33 - 3590115" STORM SEWER PIPE, ASTM C-76, CL. III, WITH CONCRETE ENCASEMENT PERAA-S151 60LF33 - 3590118" STORM SEWER PIPE, ASTM C-76, CL. III, WITH TYPE 1 BEDDING, 911 BACKFILL 194LF33 - 3590118" STORM SEWER PIPE, ASTM C-76, CL. III, WITH TYPE 1 BEDDING, 912 BACKFILL 76LF33 - 359146" DIAMETER PIPE RISERS 131LF17 - 2091512" X 6" DIAMETER WYE FITTING 19EA17 - 20915CLEAN-OUT 19EA17 - 209186" DIAMETER PIPE, HOUSE SERVICE CONNECTION 422LF17 - 20SPECCONCRETE MANHOLE COLLAR 8EA17 - 20SPEC12" CONCRETE FLARED END SECTION 2EA4SPEC12" CONCRETE FLARED END SECTION (DRIVEWAY) 28EA4SPEC15" CONCRETE FLARED END SECTION 7EA4SPEC18" CONCRETE FLARED END SECTION 2EA4MISCELLANEOUS614*MAINTAINING TRAFFIC, AS PER PLAN 1LUMP9 - 11614*LAW ENFORCEMENT OFFICER WITH PATROL CAR, AS PER PLAN 30HR9 - 11623CONSTRUCTION LAYOUT STAKES 1LUMP624MOBILIZATION 1LUMPSPECMAILBOX REMOVED AND RESET 20EA21 - 24SPECRELOCATE TIMBER PILLARS AND INSTALL 3-INCH SLEEVE 1LUMP31SPECPROOF SURVEY 1LUMP21 - 24H:\Columbus\P\200761\001\_DWG\_Sheets\200761CTTL001.dwg, 8/29/2022 12:47:07 PM, mcouvreur SUMMIT VIEW RDGLENCREE PL TRAILS END DR SAWMILL RD BRADFORD CTCAMPDEN LAKES BLVDCONINE CTBORGE WAY BANGLE CTBRINSWORTH DRBIBURY LN SUMMIT VIEW RDSUMMIT VIEW RDSUMMIT VIEW DRBUTTLESTON DRCONINE DR1112131911101481231341521KELLY DRIVECOPPERHILL DREX 8" SAN(CC19211)EX 10" SAN(CC19211)EX 10" SAN(CC19211)EX 10" SAN(CC19211)EX 12" SAN(CC19211)EX 12" SAN(CC19211)EX 10" SAN(CC19211)EX 12" SAN(CC19211)EX 10" SAN(CC19211)EX 10" SAN(CC19211)EX 10" SAN(CC19211)EX 10" SAN(CC19211)EX 10" SAN(CC19211)EX 10" SAN(CC19211)10" SANAREA 1B49.13 AC.TO MH 2109DELAWARE COUNTYFRANKLIN COUNTYDELAWARE COUNTYFRANKLIN COUNTYBRINSWORTH DRECKINGTON DR SAWMILL PKWY16EX 12" SAN(CC19211)3.84 ACTO MH 1SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEX 8" SAN (95-005-RES)(CC-9440)EX 8" SAN (03-003-RES)EX 8" SAN (03-003-RES)EX 8" SAN (03-003-RES)EX 8" SAN (03-003-RES)EX 8" SAN (03-003-RES)EX 8" SAN (03-003-RES)EX 10" SAN (00-015-RES)(CC12221)EX 8" SAN (03-003-RES)EX 8" SAN (95-005-RES)(CC-9440)EX 8" SAN (95-005-RES)(CC-9440)EX 8" SAN (03-003-RES)EX 8" SAN (03-009-RES)(CC13463)EX 8" SAN (02-003-RES)(CC13003)2314657812" SAN12" SAN12" SAN12" SAN12" SAN12" SAN12" SAN12" SANSSSSSSSSSSSSSSSS5678.51 ACTO MH 21.37 ACTO MH 36.87 ACTO MH 42.06 ACTO MH 54.79 ACTO MH 66.86 ACTO MH 76.86 ACTO MH 87.96 ACTO MH 160 400100200645AREA 1B SANITARY SEWER TRIBUTARY MAPLEGENDEXISTING SANITARY MANHOLEEXISTING SANITARY SEWERPROPOSED SANITARY MANHOLEPROPOSED SANITARY SEWERTRIBUTARY AREA BOUNDARYTRIBUTARY SUBAREA BOUNDARY201SDRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 972H:\Columbus\P\200761\001\_DWG\_Sheets\200761CTRIB001.dwg, 8/29/2022 12:47:47 PM, mcouvreur OHIO SOUTH COORDINATESMH NO.87654321NORTHING779755.58779490.90779191.25778891.61778606.95778326.75778047.08777747.43EASTING1801369.851801356.931801342.311801327.691801313.791801300.121801286.471801271.85NORTHINGEASTINGPLANAS-BUILTSANITARY LINE DATAMH - MH8 - 77 - 66 - 55 - 44 - 33 - 22 - 11 - EX 16BEARINGS02° 47' 38"WS02° 47' 38"WS02° 47' 38"WS02° 47' 38"WS02° 47' 38"WS02° 47' 38"WS02° 47' 38"WS03° 27' 03"WDISTANCE265.00'300.00'300.00'285.00'280.54'280.00'300.00'171.55'NOT TO SCALE745SANITARY SEWER CALCULATIONS DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 972LOCATIONAREAPOPULATIONFLOWPIPE DATACOMMENTSPopulationTrib. AreaTotalAvg FlowAvgPeakInfiltrationDesignPipePipePipeUSDSMeanPipe FullPipeMHStationOutletΔAΣAper AcrePopulationPopulationper CapitaDaily FlowFlowand InflowDischargeSizeLengthSlopeInvertInvertVelocityCapacity% Full(ac)(ac)(cfs)(cfs)(cfs)(cfs)(cfs)(in)(ft)(ft/ft)(ft)(ft)(ft/sec)(cfs)827+15.0076.866.863.524240.00020.00480.01680.02060.04122650.0022912.95912.372.131.672.40%1 du/ac724+50.0066.8613.723.524480.00020.00960.03360.04120.07123000.0022912.27911.612.131.684.17%1 du/ac621+50.0054.7918.513.517650.00020.01300.04530.05550.10123000.0022911.51910.852.131.685.95%1 du/ac518+50.0042.0620.573.57720.00020.01440.05040.06170.11122850.0022910.75910.122.141.686.55%1 du/ac415+65.0036.8727.443.524960.00020.01920.06720.08230.15122810.0022910.02909.412.121.678.98%1 du/ac312+84.4721.3728.813.551010.00020.02020.07060.08640.16122800.0022909.31908.692.141.689.52%1 du/ac210+04.4718.5137.333.5301310.00020.02610.09150.11200.20123000.0022908.59907.932.131.6811.90%1 du/ac17+04.47EX 163.8441.173.5131440.00020.02880.10090.12350.22121740.0022907.83907.452.121.6713.17%1 du/acEX 165+30.00EX 157.9649.133.5281720.00020.03440.12040.14740.27122300.0022907.35906.842.141.6816.07%1 du/acEX 153+00.00EX 20.0049.133.501720.00020.03440.12040.14740.27123000.0022906.74906.082.131.6816.07%1 du/acSANITARY SEWER CALCULATIONSSANITARY SERVICE SCHEDULEMH-MHADDRESSWYESTATIONLENGTHOFSERVICELENGTHOFRISEREND OFSERVICEELEVATIONFIRSTFLOORELEVATION8-78432 TRAILS END DR27+05.0035.00'0'914.75928.938431 TRAILS END DR*26+30.1613.00'0'914.04918.998401 TRAILS END DR25+00.0113.00'0'913.75928.118420 TRAILS END DR24+59.8535.00'0'914.12929.257-68371 TRAILS END DR22+59.0213.00'2'914.98928.988370 TRAILS END DR22+45.5535.00'3'916.95932.106-58343 TRAILS END DR18+98.5313.00'0'912.23927.928320 TRAILS END DR18+69.6235.00'7'919.54934.415-48321 TRAILS END DR17+82.0813.00'9'920.76928.704-38295 TRAILS END DR15+51.0713.00'5'916.72931.608267 TRAILS END DR14+05.0313.00'7'917.85933.308266 TRAILS END DR13+21.7435.00'12'923.37938.993-28245 TRAILS END DR11+30.4013.00'5'915.55931.742-18222 TRAILS END DR9+33.0735.00'17'926.83938.658223 TRAILS END DR9+09.0713.00'18'927.36935.918205 TRAILS END DR8+42.7713.00'11'920.20933.748200 TRAILS END DR7+70.7735.00'13'923.21939.001-EX168170 TRAILS END DR6+88.7735.18'12'921.72936.708171 TRAILS END DR6+37.1812.23'10'918.93932.67SANITARY SERVICE SCHEDULE NOTES:1.SEWER SERVICES TO BE SLOPED AT A MINIMUM OF 2.08%2.LENGTH OF SERVICE REPRESENTS HORIZONTAL DISTANCEBETWEEN END OF SERVICE AND MAIN3.LENGTH OF RISER REPRESENTS VERTICAL DISTANCEBETWEEN END OF SERVICE TO INVERT OF MAIN* SANITARY SERVICE LATERAL SERVES FIRST FLOOR, DOESNOT HAVE ABILITY TO SERVE BASEMENT FLOOR AT 8431 TRAILSEND DRIVE.PEAKING FACTOR:3.5INFILTRATION/INFLOW:0.0030 CFS/ACREMANNING'S N:0.013H:\Columbus\P\200761\001\_DWG\_Sheets\200761CTRIB001.dwg, 8/29/2022 12:47:55 PM, mcouvreur DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 972NOT TO SCALE 845MAINTENANCE OF TRAFFIC NOTES AND DETAILS ITEM 614 - MAINTAING TRAFFIC, AS PER PLANALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED AND REMOVED BY THECONTRACTOR IN ACCORDANCE WITH THE "OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" (CURRENTEDITION), COPIES OF WHICH ARE AVAILABLE FROM THE OHIO DEPARTMENT OF TRANSPORTATION, OFFICE OFTRAFFIC ENGINEERING, 1980 WEST BROAD STREET, COLUMBUS, OHIO 43223.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REINSTALLATION AND/OR REPLACEMENT OF ALLPERMANENT TRAFFIC CONTROL DEVICES DAMAGED OR REMOVED DURING THE CONSTRUCTION. PERMANENTTRAFFIC CONTROL THAT IS NO LONGER IN CONFLICT WITH TEMPORARY TRAFFIC CONTROL SHALL BEREPLACED IMMEDIATELY. THE CONTRACTOR SHALL ASSUME ALL LIABILITY FOR MISSING, DAMAGED ANDIMPROPERLY PLACED TRAFFIC CONTROL DEVICES.THE CONTRACTOR SHALL PROVIDE A 24 HOUR CONTACT WHO WILL BE RESPONSIBLE FOR MAINTENANCE OFTRAFFIC FOR THE DURATION OF THE PROJECT.CONSTRUCTION OPERATIONS SHALL NOT BEGIN UNTIL ALL TEMPORARY TRAFFIC CONTROL DEVICES ARE INPLACE AND APPROVED BY THE ENGINEER AND THE CITY.MAINTENANCE OF ALL TRAFFIC CONTROL DEVICES INCLUDING DRUMS, SIGNS, BARRICADES, SIGN BOARDS,DETOUR SIGNAGE, ETC., SHALL BE THE CONTRACTOR'S RESPONSIBILITY.STEADY-BURNING, TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS, AND SIMILAR TRAFFICCONTROL DEVICES IN USE AT NIGHT.ALL TRENCHES SHALL BE BACKFILLED OR SECURELY PLATED DURING ALL NIGHTTIME AND NON-WORKINGHOURS.DROP OFF WITHIN THE WORK ZONE SHALL CONFORM TO THE REQUIREMENTS SET FORTH ON ODOTSTANDARD CONSTRUCTION DRAWING MT-101.90IF THE CITY ENGINEER DETERMINES THAT THE CONTRACTOR IS NOT PROVIDING PROPER PROVISIONS FORTRAFFIC CONTROL, THE CITY ENGINEER SHALL ASSIGN UNIFORMED, OFF-DUTY POLICE OFFICERS TO THEPROJECT AT NO COST TO THE CITY.LENGTH AND DURATION OF LANE CLOSURES AND RESTRICTIONS SHALL BE AT THE APPROVAL OF THEENGINEER. IT IS THE INTENT TO MINIMIZE THE IMPACT TO THE TRAVELING PUBLIC. LANE CLOSURES ORRESTRICTIONS OVER SEGMENTS OF THE PROJECT IN WHICH NO WORK IS ANTICIPATED WITHIN A REASONABLETIME FRAME, AS DETERMINED BY THE ENGINEER, SHALL NOT BE PERMITTED. THE LEVEL OF UTILIZATION OFMAINTENANCE OF TRAFFIC DEVICES SHALL BE COMMENSURATE WITH THE WORK IN PROGRESS.DRUMS SHALL BE USED TO SEPARATE THE TRAVEL LANES FROM CONSTRUCTION AT ALL TIMES.PAYMENTALL WORK AND TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH ODOT C&MS 614 AND OTHERAPPLICABLE PORTIONS OF THE SPECIFICATIONS, AS WELL AS THE OHIO MANUAL OF UNIFORM TRAFFICCONTROL DEVICES. PAYMENT FOR ALL MAINTENANCE OF TRAFFIC ITEMS, INCLUDING THE FURNISHING,INSTALLATION AND MAINTENANCE OF BUT NOT LIMITED TO: ALTERNATE ROUTE SIGNAGE, FLASHING ARROWSPANELS, SIGNS, SIGN SUPPORTS, FLAGS, FLAGGERS, BARRICADES, NOTICE OF CLOSURE SIGNS, PORTABLECONCRETE BARRIER, DRUMS, CONES CONSTRUCTION FENCING, TEMPORARY PAVEMENT MARKINGS, TRAFFICCOMPACTED SURFACE, MATERIALS AND LABOR FOR MAINTAINING ACCESS TO DRIVEWAYS, PROPERTYOWNER NOTIFICATION/ COORDINATION AND DEVELOPMENT OF THE OPERATIONS SCHEDULE SHALL BE AT THELUMP SUM PRICE BID FOR ITEM 614 - MAINTAINING TRAFFIC, AS PER PLAN, WHICH SHALL INCLUDE ALL LABORMATERIAL, EQUIPMENT, AND INCIDENTALS TO COMPLETE THE WORK AS DETAILED IN THE PLANS. UNLESSSEPARATELY ITEMIZED IN THE PLANS, NO SEPARATE PAYMENT SHALL BE MADE.CONSTRUCTION INITIATIONTHE CONTRACTOR WILL NOTIFY THE CITY OF DUBLIN 14 DAYS PRIOR TO THE START OF CONSTRUCTIONACTIVITIES. THE CONTRACTOR WILL IMMEDIATELY INFORM THE CITY OF DUBLIN OF ANY AND ALL DELAYSAND/OR CHANGES REGARDING THE CONSTRUCTION PROJECT. THE CITY ENGINEER WILL PROVIDECLARIFICATION FOR ANY QUESTIONS ABOUT THE NOTIFICATION REQUIREMENT.DRUM AND PCB REQUIREMENTSIN ADDITION TO THE REQUIREMENTS OF THE PLANS, SPECIFICATION AND PROPOSAL, DRUMS FURNISHED BYTHE CONTRACTOR SHALL BE IN GOOD CONDITION AND MEET RETROREFLECTIVITY STANDARDS. PAYMENT FORDRUMS AND PCB SHALL BE INCLUDED IN THE LUMP SUM PRICE BID FOR MAINTAINING TRAFFIC UNLESSSEPARATELY ITEMIZED.SIGNS, BARRICADES AND VERTICAL PANELSALL CONSTRUCTION SIGNS, BARRICADES, VERTICAL PANELS, AND DRUMS SHALL CONFORM TO OMUTCD ANDTHE LATEST REVISION OF THE CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS. ALLCONSTRUCTION SIGNAGE SHALL BE INSTALLED AND COVERED BEFORE CONSTRUCTION BEGINS. AFTERCONSTRUCTION SIGN INSTALLATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER THREE WORKING DAYSBEFORE WORK BEGINS AND REQUEST AN INSPECTION OF ALL SIGNAGE. FACES OF CONSTRUCTION SIGNS ANDREFLECTIVE SHEETING ON BARRICADES SHALL BE TYPE "H" (VIP). ALL ORANGE CONSTRUCTION SIGNS SHALLBE FLUORESCENT ORANGE. ALL SHEETING WILL BE TESTED FOR REFLECTIVITY PER ITEM 730.192. VERTICALPANELS AND DRUM BANDS SHALL BE REFLECTORIZED WITH TYPE "G" (HIGH INTENSITY) SHEETING COMPLYINGWITH THE REQUIREMENTS OF 730.19. ALL SIGNS AND BARRICADES, VERTICAL PANELS, AND DRUMS WILL BELIKE NEW AND IN GOOD CONDITION IN CONFORMANCE WITH QUALITY GUIDELINES FOR TEMPORARY TRAFFICCONTROL DEVICES AND FEATURES PUBLISHED BY ATSSA. MAINTENANCE OF ALL CONTRACTOR SUPPLIEDSIGNS, BARRICADES, VERTICAL PANELS, AND DRUMS IS THE CONTRACTOR'S RESPONSIBILITY. IF THECONTRACTOR FAILS TO CORRECT DEFICIENCIES WITHIN FOUR HOURS OF NOTIFICATION, THE CITY WILLCORRECT OR HIRE SOMEONE TO CORRECT THE DEFICIENCIES. THE CONTRACTOR WILL THEN BE BACKCHARGED PER COLUMBUS SPECIFICATION 614.14. IN THE CASE THAT BACK CHARGING THE CONTRACTOR ISNOT APPLICABLE, THE CITY WILL RESCIND AND WITHHOLD ALL PERMITS ISSUED TO THE CONTRACTOR TOWORK WITHIN CITY RIGHT-OF-WAY UNTIL THE ISSUE IS SETTLED. THESE PROVISIONS SHALL NOT IN ANY WAYRELIEVE THE CONTRACTOR OF ANY OF HIS LEGAL RESPONSIBILITIES OR LIABILITIES FOR THE SAFETY OF THEPUBLIC.ALL BARRICADES AT CLOSURES SHALL HAVE YELLOW TYPE "C" STEADY BURN LIGHTS. ALL BARRELS INTAPERS SHALL HAVE YELLOW TYPE "C" STEADY BURN LIGHTS. ALL ADVANCE SIGNING SHALL BE EQUIPPEDWITH TYPE "A" FLASHING LIGHTS AND (2) ORANGE FLAGS (24"X24"). LIGHTS ARE NOT REQUIRED ON SIGNS INPLACE DURING DAYLIGHT HOURS. CONES ARE NOT APPROVED FOR USE AT NIGHT. DRUMS SHALL BE PLACEDAS FOLLOWS: 40' C/C ON TANGENTS, 20' C/C ON TAPERS, AND 8' C/C IN RADII.PEDESTRIAN ACCESSTHE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND SAFE MOVEMENT OF PEDESTRIANSTHROUGH, AROUND, AND AWAY FROM THE CONSTRUCTION SITE. THE SAFETY OF PEDESTRIAN TRAFFIC SHALLBE CONSIDERED AT ALL TIMES IN THE PROVISION OF TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANSAND NOTES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE LIGHTS, SIGNS, BARRICADES, ANDOTHER WARNINGS TO PHYSICALLY SEPARATE THE PEDESTRIAN FROM HAZARDS INCIDENTAL TO THECONSTRUCTION OPERATIONS SUCH AS OPEN EXCAVATIONS, ETC. AT ALL TIMES, THE PEDESTRIAN MOT SHALLBE SUBJECT TO THE APPROVAL OF THE ENGINEER. IT IS RECOMMENDED THAT THE CONTRACTOR ELIMINATEPEDESTRIAN TRAFFIC WITHIN THE PROJECT SITE BY CLOSING THE PEDESTRIAN PATH. THIS SHALL BE DONEBY INSTALLING "PATH CLOSED" SIGNAGE AT THE BEGINNING, ENDING, AND INTERSECTIONS OF THE AFFECTEDPATH. NO PEDESTRIAN DETOUR PROVIDED.ALL COST ASSOCIATED WITH MAINTAINING PEDESTRIAN TRAFFIC SHALL BE INCIDENTAL TO ITEM 614 -MAINTAINING TRAFFIC, AS PER PLAN.ITEM 614 - LAW ENFORCEMENT OFFICER WITH PATROL CAR, AS PER PLANUSE OF LAW ENFORCEMENT OFFICERS (LEOS) BY CONTRACTORS OTHER THAN THE USES SPECIFIED IN THISNOTE WILL NOT BE PERMITTED AT PROJECT COST UNLESS PRIOR APPROVAL HAS BEEN OBTAINED FROM THEENGINEER. LEOS SHOULD NOT BE USED WHERE THE OMUTCD INTENDS THAT FLAGGERS BE USED. INADDITION TO THE REQUIREMENTS OF C&MS 614 AND THE OMUTCD, A UNIFORMED LEO WITH AN OFFICIALPATROL CAR (CAR WITH TOP MOUNTED EMERGENCY FLASHING LIGHTS AND COMPLETE MARKINGS OF THEAPPROPRIATE LAW ENFORCEMENT AGENCY) SHALL BE PROVIDED FOR THE FOLLOWING TRAFFIC CONTROLTASKS:A. FOR LANE CLOSURES: DURING INITIAL SET-UP PERIODS, TEAR DOWN PERIODS, SUBSTANTIAL SHIFTS OF ACLOSURE POINT OR WHEN NEW LANE CLOSURE ARRANGEMENTS ARE INITIATED. IN GENERAL, LEOS SHOULDBE POSITIONED AT THE POINT OF LANE RESTRICTION OR ROAD CLOSURE AND TO MANUALLY CONTROLTRAFFIC MOVEMENTS THROUGH INTERSECTIONS IN WORK ZONES.B. DURING THE ENTIRE ADVANCE PREPARATION AND CLOSURE SEQUENCE WHERE COMPLETE BLOCKAGE OFTRAFFIC IS REQUIRED. THE LEOS WORK AT THE DIRECTION OF THE CONTRACTOR. THE CONTRACTOR ISRESPONSIBLE FOR SECURING THE SERVICES OF THE LEOS WITH THE APPROPRIATE AGENCIES ANDCOMMUNICATING THE INTENTIONS OF THE PLANS WITH RESPECT TO DUTIES OF THE LEOS. THE ENGINEERSHALL HAVE FINAL CONTROL OVER THE LEOS' DUTIES AND PLACEMENT, AND WILL RESOLVE ANY ISSUES THATMAY ARISE BETWEEN THE TWO PARTIES. THE CONTRACTOR SHALL UTILIZE ANY OF THE FOLLOWING LAWENFORCEMENT AGENCYS: CITY OF DUBLIN (614-410-4800), FRANKLIN COUNTY SHERIFF'S OFFICE, OR OHIOSTATE HIGHWAY PATROL.LEOS (WITH PATROL CAR) REQUIRED BY THE TRAFFIC MAINTENANCE TASKS ABOVE SHALL BE PAID FOR ON AUNIT PRICE (HOURLY) BASIS UNDER ITEM 614 - LAW ENFORCEMENT OFFICER WITH PATROL CAR, AS PER PLAN.THE FOLLOWING ESTIMATED QUANTITY HAVE BEEN CARRIED TO THE GENERAL SUMMARY.ITEM 614 - LAW ENFORCEMENT OFFICER WITH PATROL CAR, AS PER PLAN 30 HOURSTHE HOURS PAID SHALL INCLUDE ANY MINIMUM SHOW-UP TIME REQUIRED BY THE LAW ENFORCEMENTAGENCY INVOLVED. ANY ADDITIONAL COSTS (ADMINISTRATIVE OR OTHERWISE) INCURRED BY THECONTRACTOR TO OBTAIN THE SERVICES OF AN LEO ARE INCLUDED WITH THE BID UNIT PRICE FOR ITEM 614 -LAW ENFORCEMENT OFFICER WITH PATROL CAR, AS PER PLAN.PROJECT SUMMARYTHIS PROJECT WILL CONSTRUCT NEW SANITARY SEWER ALONG TRAILS END DRIVE, INCLUDING MANHOLESAND SERVICES WYES. TRAILS END DRIVE WILL BE RECONSTRUCTED FROM SUMMIT VIEW ROAD TO ITSNORTHERN TERMINUS, INCLUDING DRIVEWAY REPLACEMENTS, CULVERTS, AND STORM SEWERS.TWO-WAY, ONE-LANE TRAFFIC MAY BE MAINTAINED DURING CONSTRUCTION OPERATIONS ON TRAILS ENDDRIVE PER FIGURE 6H-10 (TA-10) OF OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (OMUTCD).DURING NON-WORKING HOURS, TWO-WAY, ONE-LANE TRAFFIC MAY BE MAINTAINED ON TRAILS END DRIVE PERFIGURE 6H-11 (TA-11) OF THE OMUTCD. ALL OPEN EXCAVATIONS SHALL BE BACKFILLED OR SECURELY PLATEDDURING NON-WORKING HOURS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE TRANSITION OF TRAFFIC BETWEEN MOT PHASES.CONTRACTOR TO USE CAUTION FOR EXCAVATOR SWING RADIUS. AT TIMES IT WILL BE NECESSARY FOR THEEXCAVATOR TO SWING OVER THE OPEN LANE OF TRAFFIC TO PREVENT DAMAGE TO SURROUNDINGPROPERTY AND ENVIRONMENT (TREES, ETC.). WHEN THIS OCCURS, A FLAGGER(S) WILL BE NECESSARY TOENSURE SAFETY. EQUIPMENT SHALL NOT OPERATE WITHIN AN OPEN LANE WITHOUT FLAGGERS. IFEQUIPMENT OPERATES IN AN OPEN LANE WITHOUT A FLAGGER THE OPERATOR WILL BE REMOVED FROM THEPROJECT.ALL VEHICULAR TRAFFIC MUST BE ABLE TO TRAVEL ON ITEM 304 OR BETTER AT ALL TIMES OF ROADWAYCONSTRUCTION.CONTRACTOR SHALL COORDINATE THE COLLECTION OF REFUSE, YARD WASTE, RECYCLING, AND RESIDENTDELIVERIES.CONTRACTOR SHALL NOTIFY RESIDENTS ANY DRIVEWAY CLOSURES AT LEAST 24 HOURS IN ADVANCE.SERVICE LATERALS FOR PROPERTIES ON THE EAST SIDE OF TRAILS END SHALL BE EXTENDED AS FAR ASPOSSIBLE FROM THE PROPOSED SEWER MAIN TO THE ROAD CENTERLINE DURING INSTALLATION OF THE MAINWHILE MAINTAINING TWO-WAY, ONE-LANE TRAFFIC. AFTER COMPLETION OF THE MAIN, THE LATERALS SHALLBE EXTENDED ACROSS THE ROADWAY IN ORDER TO MINIMIZE DISRUPTIONS TO TRAFFIC.A TEMPORARY DIVERSION MAY BE PROVIDED AND MAINTAINED IN GOOD CONDITION ON TRAILS END DRIVE,DURING THE PERIOD OF WORK. ALL SUCH DIVERSIONS SHALL BE IN ACCORDANCE WITH THE OHIO MANUAL OFUNIFORM TRAFFIC CONTROL DEVICES (OMUTCD).LABOR MATERIAL, EQUIPMENT, AND INCIDENTALS TO COMPLETE THIS WORK SHALL BE INCLUDED IN THE LUMPSUM PRICE BID FOR ITEM 614 - MAINTAINING TRAFFIC, AS PER PLAN.PHASE 1SANITARY SEWER CONSTRUCTION BETWEEN MANHOLES EX 16 AND MH 2 ALONG TRAILS END DRIVE SHALL BEPERFORMED. TRAILS END DRIVE SHALL BE CLOSED TO NON-LOCAL TRAFFIC. ACCESS TO PRIVATE DRIVEWAYSIN THE CLOSED SECTION OF TRAILS END DRIVE SHALL BE MAINTAINED AT ALL TIMES. ONE LANE TWO WAYTRAFFIC WILL BE MAINTAINED BY FLAGGERS PER TA-10 DURING WORKING HOURS OR BY SIGNAGE ANDDRUMS PER TA-11 DURING NIGHTTIME AND NON-WORKING HOURS.TOTAL LENGTH OF PHASE 1 SHALL NOT EXCEED THREE (3) WEEKS.AFTER PHASE 1, ALL LANES ON TRAILS END DRIVE SHALL BE OPEN TO TRAFFIC. TEMPORARY PAVEMENT ONEAST SIDE OF TRAILS END DRIVE TO REMAIN UNTIL REMAINDER OF ROAD RECONSTRUCTION IS PERFORMED.PHASE 2SANITARY SEWER CONSTRUCTION BETWEEN MANHOLES MH 4 AND MH 2 ALONG TRAILS END DRIVE SHALL BEPERFORMED. TRAILS END DRIVE SHALL BE CLOSED TO NON-LOCAL TRAFFIC. ACCESS TO PRIVATE DRIVEWAYSIN THE CLOSED SECTION OF TRAILS END DRIVE SHALL BE MAINTAINED AT ALL TIMES. ONE LANE TWO WAYTRAFFIC WILL BE MAINTAINED BY FLAGGERS PER TA-10 DURING WORKING HOURS OR BY SIGNAGE ANDDRUMS PER TA-11 DURING NIGHTTIME AND NON-WORKING HOURS.TOTAL LENGTH OF PHASE 2 SHALL NOT EXCEED THREE (3) WEEKS.AFTER PHASE 2, ALL LANES ON TRAILS END DRIVE SHALL BE OPEN TO TRAFFIC. TEMPORARY PAVEMENT ONEAST SIDE OF TRAILS END DRIVE TO REMAIN UNTIL REMAINDER OF ROAD RECONSTRUCTION IS PERFORMED.PHASE 3SANITARY SEWER CONSTRUCTION BETWEEN MANHOLES MH 6 AND MH 4 ALONG TRAILS END DRIVE SHALL BEPERFORMED. TRAILS END DRIVE SHALL BE CLOSED TO NON-LOCAL TRAFFIC. ACCESS TO PRIVATE DRIVEWAYSIN THE CLOSED SECTION OF TRAILS END DRIVE SHALL BE MAINTAINED AT ALL TIMES. ONE LANE TWO WAYTRAFFIC WILL BE MAINTAINED BY FLAGGERS PER TA-10 DURING WORKING HOURS OR BY SIGNAGE AND DRUMSPER TA-11 DURING NIGHTTIME AND NON-WORKING HOURS.TOTAL LENGTH OF PHASE 3 SHALL NOT EXCEED THREE (3) WEEKS.AFTER PHASE 3, ALL LANES ON TRAILS END DRIVE SHALL BE OPEN TO TRAFFIC. TEMPORARY PAVEMENT ONEAST SIDE OF TRAILS END DRIVE TO REMAIN UNTIL REMAINDER OF ROAD RECONSTRUCTION IS PERFORMED.PHASE 4SANITARY SEWER CONSTRUCTION BETWEEN MANHOLES MH 8 AND MH 6 ALONG TRAILS END DRIVE SHALL BEPERFORMED. TRAILS END DRIVE SHALL BE CLOSED TO NON-LOCAL TRAFFIC. ACCESS TO PRIVATE DRIVEWAYSIN THE CLOSED SECTION OF TRAILS END DRIVE SHALL BE MAINTAINED AT ALL TIMES. ONE LANE TWO WAYTRAFFIC WILL BE MAINTAINED BY FLAGGERS PER TA-10 DURING WORKING HOURS OR BY SIGNAGE AND DRUMSPER TA-11 DURING NIGHTTIME AND NON-WORKING HOURS.TOTAL LENGTH OF PHASE 4 SHALL NOT EXCEED THREE (3) WEEKS.AFTER PHASE 4, ALL LANES ON TRAILS END DRIVE SHALL BE OPEN TO TRAFFIC. TEMPORARY PAVEMENT ONEAST SIDE OF TRAILS END DRIVE TO REMAIN UNTIL REMAINDER OF ROAD RECONSTRUCTION IS PERFORMED.PHASE 5TRAILS END DRIVE RECONSTRUCTION - INSTALLATION OF THE ROADWAY ON TRAILS END DRIVE SHALL BECOMPLETED WITHIN THREE (3) WEEKS OF THE START OF ROAD ASPHALT REMOVAL ON TRAILS END DRIVE.CEMENT STABILIZATION ON TRAILS END DRIVE SHALL NOT OCCUR ON TUESDAY AND WEDNESDAY DUE TOREFUSE PICK-UP.H:\Columbus\P\200761\001\_DWG\_Sheets\200761CMOT001.dwg, 8/29/2022 12:48:29 PM, mcouvreur WEDGEWOODGLENPB 106 PG 19SB6"EW12"8"11"12"8"10"4"5"4"3"3"3"4"7"7"5"5"8"8"8"6"9"7"18"10"18"9"11"8"12"12"4"TPBCHARLES E. LAMBERT ANDCHARLOTTE B. LAMBERTOR 5276 G-014100 SUMMIT VIEW ROADPARCEL 273-0088668"4"MB8"6"4"4"4"3"12"4"3"MB30"W8"8"8"10"8"8"10"11"8"6"8"10"8"8"12"10"8"12"4"4"6"6"3"10"10"8"8"10"12"8"4"10"12"EX. INV=920.34'EX. INV=919.75'EX. INV=915.89'EX. MHSANRIM=917.58'INV=903.68'EX. 15" RCPEX. 15" RCPEX. 12" CPPEX. 12" CPPEX. 12" RCPEX. 12" RCPEX. 12" CPPEX. 12" CPPEX. DRAINAGE EASEMENT CITY OF DUBLIN, OHIOIN. 2004102902496652.398 ACRESSUMMIT VIEW ROADPARCEL 273-011296WYANDOTTE WOODSSECTION 3PB 102 PG 76RESERVE "A"WYANDOTTE WOODSSECTION 2 PHASE 2PB 101 PG 68RESERVE "D"CITY OF DUBLIN,OHIOIN. 2004020300239941.953 ACRESKELLY DRIVEPARCEL 273-011197CITY OF DUBLIN, OHIOIN. 2003032800888060.574 ACRESCALVERT COURTPARCEL 273-011172CONTROL POINTMAG NAIL SETN: 777037.21'E: 1801434.30'ELEV= 936.70'CONTROL POINTMAG NAIL SETN: 777092.92'E: 1800619.13'ELEV= 920.84'DEX. STM MHRIM=928.66'INV 12" W=925.88'INV N=921.96'INV E=921.95'INV S=921.86'INV 15" W=921.58'⅊⅊⅊⅊⅊EX. R/WEX. R/WEX. R/WEX. R/WEX. R/WEX. R/WEX. E/PEX. E/PEX. E/PEX. E/PEX. E/PEX. E/PEX. E/PEX. E/PEX. C&GEX. C&GEX. 15" RCPEX. CBGRATE=926.12'WINDOW=925.01'INV E & N=923.32'INV W=923.23'EX. CBGRATE=923.54'INV E=919.36'INV NW=918.68'EX. 12" RCPMICHAEL MCEWEN ANDELIZABETH ROBERTS MCEWENIN. 2017111601626184040 SUMMIT VIEW ROADPARCEL 273-008659CITY OF DUBLIN, OHIOIN. 2004102902496652.398 ACRESSUMMIT VIEW ROADPARCEL 273-011296CITY OF DUBLIN, OHIO3.628 ACRESCONINE COURTPARCEL 273-011428SUMMIT VIEW ROAD(R/W VARIES)EX. FIRE HYD.EX. FIRE HYD.℄℄℄EX. 12" WATER (74-007-CIP)EX. 12" WATER (74-007-CIP)EX. 2" WATER (74-007-CIP)EX. 12" CPPEX. 8" WATER(81-005-RES)EX. 12" CPPINV=923.46'SB-5SBSB-9SBSBSB-12SBSB-1EX. BIKE PATHEX. BIKE PATHEX. CBGRATE=924.37'INV SE=922.64'EX. INV=923.64'WEX. 12" SAN(CC-19211)0+00 1+002EX. 12" SAN (CC-19211)EX. 10" SAN (CC-19211)BAA1EX. 12" SAN (CC-19211)POTENTIAL CONTRACTORLAYDOWN AREA.DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 601530945MAINTENANCE OF TRAFFIC PLAN & SECTIONSLEGENDNOTES:1.BARRICADES SHALL REMAIN IN PLACE FORDURATION OF THE PROJECT, REGARDLESS OFMOT PHASE.TYPE III BARRICADELOCAL TRAFFIC ONLYROAD CLOSEDOUTLETNO6' TYPE III BARRICADE (PORTABLE)R11 - 360"x30"W14 - 2 - 36PATH 6' TYPE III BARRICADE (PORTABLE)R11 - 248"x30"CLOSEDAB26"10'-0" MIN. LANE℄ TRAILS END DRIVE TRENCHING ANDTEMPORARY PAVEMENT DETAILN.T.S.6" ITEM COMPACTED 304 AGGREGATE BASE - CONTRACTORSHALL BE RESPONSIBLE FOR MAINTAINING AND REPAIRING ON ADAILY BASIS TO PREVENT RUTS, POTHOLES, ETC. FROMDEVELOPING.ITEM 204 SUBGRADE COMPACTION12191.56%R/WR/W25'-0"R/W2:1EX GRADE6"EX. PAVEMENT WIDTH 16'±14'-0"℄ PROP. 12"SANITARY SEWER8'-0" MAXTRENCH WIDTH2' FORDRUMSFULL DEPTH SAW CUT REMOVE 0'-6" OF EXPAVEMENTEX GRADE110'-0"3'-0"25'-0"2'-0"3'-0"POTENTIAL STAGING AREA,SEE PROPOSAL NOTE±7'-0"TRAILS ENDDRIVE (50' R/W)H:\Columbus\P\200761\001\_DWG\_Sheets\200761CMOT001.dwg, 8/29/2022 12:48:33 PM, mcouvreur DANIEL I. SCHOENBERGERAND TERRI L. HARMONIN. 2004083102039298171 TRAILS END DRIVEPARCEL 273-008640THOMAS E. WANGLER ANDSUNNY L. WANGLERIN. 200604140070116TRACT 2 THOMAS E. WANGLER ANDCHERYL ANN MANDELL8200 TRAILS END DRIVEJEFFREY W. BINEK ANDMARIA D. BINEKIN. 2018080601050971.931 ACRES8170 TRAILS END DRIVEPARCEL 273-008863NICOLE PRICE AND ALAN PRICEIN. 2020073101114651.287 ACRES8120 TRAILS END DRIVEPARCEL 273-008870SB20"24"6"10"10"28"26"24"30"12"6"15"17"7"8"CHARLES E. LAMBERT ANDCHARLOTTE B. LAMBERTOR 5276 G-014100 SUMMIT VIEW ROADPARCEL 273-008866CHARLES E. LAMBERT ANDCHARLOTTE B. LAMBERTOR 5276 G-01TRAILS END DRIVEPARCEL 273-009087WEX. FF=933.74'±#8205EX. FF=932.67'±#8171EX. ROCK EX. 12" CPPEX. 12" CPP EX. 12 " RCP EX. 12" RCPEX. 12" CPPEX. 12" CPP18" CPPTRAILS END DRIVE(50' R/W)D EX. STM MH RIM=928.66' INV 12" W=925.88' INV N=921.96' INV E=921.95' INV S=921.86' INV 15" W=921.58'⅊⅊⅊⅊EX. R/WEX. R/WEX. R/WEX. R/WEX. R/W EX. R/W EX. R/W EX. E/P EX. E/P EX. E/P EX. E/P EX. C&GEX. C&GEX. E/PEX. E/PEX. E/PEX. E/PEX. E/PEX. E/PEX. 15" RCP EX. CB GRATE=926.12' WINDOW=925.01' INV E & N=923.32' INV W=923.23'MICHAEL MCEWEN ANDELIZABETH ROBERTS MCEWENIN. 2017111601626184040 SUMMIT VIEW ROADPARCEL 273-008659SUMMIT VIEW ROAD (R/W VARIES) EX. CATCH BASINGRATE=928.65'INV SE=926.00'INV N=926.00' EX. INV=927.40' EX. FIRE HYD. EX. CATCH BASINGRATE=927.50'INV=925.15'EX. INV (18" RCP)=925.35'EX. INV=924.82'EX. INV=927.13' EX. FIRE HYD.EX. 8" WATER (81-005-RES)EX. FIRE HYD. ℄℄℄EX. 12" WATER (74-007-CIP)EX. 12" WATER (74-007-CIP) EX. 8" WATER (81-005-RES) 8" WATER (81-005-RES)EX. WATERSERVICE EX. WATERSERVICE EX. WATER SERVICE EX. WATER SERVICE EX. 12" CPPINV=923.46'EX. 18" CPPEX. INV=928.93'SB-5SBSB-9SBSB-11SBSB-10SB SB-12 EX. ASPHALT DRIVE EX. ASPHALTDRIVEEX. ASPHALTDRIVEEX. INV=926.72'EX. INV=926.75'EX. 25' UTILITYEASEMENT EX. CONCRETE DRIVE EX. GRAVELDRIVE EX. CB GRATE=924.37' INV SE=922.64' EX. 10" RCPEX. 4" CMP EX. 18" RCPEX. INV=923.64' EX. WATERSERVICEMB MBMBWMBWWWWWEX. SAN SERVICE STUB EX. SAN SERVICE STUB EX. SAN SERVICE STUB 38"6"6"6"4"4"4"48"22"EX. INV=920.92'(BLOWOUT)EX. INV=925.53'EX. 10" VCPEX. BURIED 10"VCPEX. INV=923.48'EX. 12" VCP EX. 12" SAN(CC-19211)EX. 12" SAN (CC-19211)16150+001+002+003+004+005+006+007+008+00EX. 12" SAN (CC-19211)EX. 10" SAN (CC-19211) 8' 10'8'12" SAN12" SAN100'W20-4-3650' TAPER15'6.25'40' (TYP)SEE NOTE 4FOR ACTIVEWORK ZONESPACING20'(TYP)W20-1-36100'W1-4-368' (TYP) 10'MIN. 10' MIN.THOMAS E. WANGLER ANDSUNNY L. WANGLERIN. 200604140070116TRACTS 1 AND 21.562 ACRES8205 TRAILS END DRIVEPARCEL 273-008797CHERYL ANN MANDELLIN. 2017060200734431.287 ACRES8200 TRAILS END DRIVEPARCEL 273-008639SB25"28"6"17"8"25"26"32"36"36"22"28"16"36"8"6"40"12"12"12"15"12"30"BRIAN M. HIMES ANDALEASHA HIMESIN. 2014052900663673.432 ACRES8222 TRAILS END DRIVEPARCEL 273-008648JONATHAN F LUEDEKEAND TWYLA M LUEDEKEIN. 2017072501014941.930 ACRES8223 TRAILS END DRIVEPARCEL 273-008641KENT R. HAROZ ANDMOLLY E. HAROZIN. 2008020600187271.287 ACRES8245 TRAILS END DRIVEPARCEL 273-009133CHARLES M. CRYE ANDTERESA A. CRYEIN. 1998080702004771.910 ACRES8267 TRAILS END DRIVEPARCEL 273-008642EX. FF=935.91'±#8223EX. 4" VENT PIPE EX. 4" VENT PIPE EX. 4" CPP GREGG DIVELBISS ANDDEENA L. DIVELBISSIN. 2009091501343403.432 ACRES8266 TRAILS END DRIVEPARCEL 273-008647EX. 4" CMP CONTROL POINTIRON PIN WITHTRAVERSE CAPN: 778562.51'E: 1801331.18'ELEV= 929.46'BM #3⅊⅊⅊⅊⅊⅊EX. R/WEX. R/WEX. R/WEX. R/WEX. E/PEX. E/PEX. E/P8295 TRAILS END DRIVEPARCEL 273-009066DANIEL JORDAN MIKEL ANDSHANNON MIKELIN. 2019070500814321.287 ACRES TRAILS END DRIVE(50' R/W)SEP SEP EX. INV=932.67' EX. INV=930.02' EX. INV=928.23' EX. INV=927.41' EX. INV=927.31' EX. INV=927.91' EX. INV=929.05'EX. INV=929.48' EX. FIRE HYD.EX. 8" WATER (81-005-RES)EX. FIRE HYD.℄℄℄EX. 8" WATER (81-005-RES) EX. WATERSERVICE EX. WATERSERVICEEX. WATERSERVICE EX. WATER SERVICE EX. WATER SERVICE 8" METAL EX. INV=932.74' EX. INV=932.75'EX. 12" CPPEX. 12" RCP SB-4EX. ASPHALT DRIVE EX. ASPHALT DRIVE EX. ASPHALT DRIVE EX. ASPHALT DRIVE EX. ASPHALT DRIVE EX. INV=929.22' EX. INV=929.61' EX. 12" RCP EX. 6" CMP EX. CONCRETE DRIVE EX. E/PEX. 4" CPP EX. WATER SERVICEMBMBMBMBMBMBWWWS EX. WATER SERVICE 23"WS 8+009+0010+0011+0012+0013+0014+0015+0010'8'5'12" SAN12" SAN12" SAN2350' TAPER20'(TYP)15'100'100'100'W20-4-36W20-1-36W3-2-36R1-2-36R1-2aP-3040' (TYP) SEENOTE 4 FORACTIVE WORKZONE SPACING10' MIN. DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 601530 MATCH LINE - STA: 8+00 SEE BELOW 1045MAINTENANCE OF TRAFFIC PLAN MATCH LINE - STA: 8+00 SEE ABOVE LEGENDTEMPORARY POST OR STANDTRENCH LIMITSDRUMTEMPORARY PAVEMENT, SEEDETAIL 1 SHEET 9NOTES:1.PROVIDE 2-WAY, 1-LANE TRAFFIC OPERATIONON TRAILS END DRIVE WITH FLAGGERSDURING WORKING HOURS PER TA-10. LENGTHOF LANE CLOSURE SHALL BE RESTRICTED TO600 FT MAXIMUM.2.PROVIDE 2-WAY 1-LANE TRAFFIC OPERATIONON TRAILS END DRIVE WITH SIGNAGE ATNIGHTTIME OR DURING NON-WORKING HOURSPER TA-11. LENGTH OF LANE CLOSURE SHALLBE RESTRICTED TO 600 FT MAXIMUM.3.DRIVEWAYS SHALL REMAIN OPEN. DRIVEWAYCLOSURES MAY OCCUR DURING WORKHOURS WITH 24 HOURS ADVANCED NOTICETO THE RESIDENT. DRIVEWAYS MUST BEREOPENED AT THE END OF THE WORKDAY.4.DRUMS SHALL BE PLACED AS FOLLOWS: 40'C/C ON TANGENTS, 20' C/C ON TAPERS, 8' C/CIN RADII, AND 20' C/C ON ACTIVE TRENCHWORK ZONE.5.PHASE 1 MOT SETUP IS DEPICTED ON THISSHEET FOR SANITARY SEWERCONSTRUCTION BETWEEN MANHOLES EX 16AND 2. SIGNAGE AND DRUMS SHALL BEMOVED ALONG TRAILS END DRIVE AS WORKPROGRESSES FOR PHASE 2 (WORK BETWEENMANHOLES 2 AND 4) AND PHASE 3 (WORKBETWEEN MANHOLES 4 AND 6). SEE SHEET 11FOR PHASE 4 MOT.6.NO SCHEMATIC FOR PHASES 2 OR 3.PHASE 1 MAINTENANCE OF TRAFFICSCHEMATICH:\Columbus\P\200761\001\_DWG\_Sheets\200761CMOT001.dwg, 8/29/2022 12:48:39 PM, mcouvreur 8"8"20"SB8"4"4"4"16"6"EX. 4" CPP (X2)DANIEL JORDAN MIKEL ANDSHANNON MIKELIN. 2019070500814321.287 ACRES8295 TRAILS END DRIVEPARCEL 273-009066JEFFREY M. SNEDDON ANDJO ELLEN SNEDDONIN. 2000022400372043.432 ACRES8320 TRAILS END DRIVEPARCEL 273-008646JAMES B. HAMILTON ANDDORIS D. HAMILTONDB 3355 PG 1538321 TRAILS END DRIVEPARCEL 273-008799ALEXANDER HOWEY ANDCARMEN HOWEYIN. 2021120202188081.287 ACRES8343 TRAILS END DRIVEPARCEL 273-008796MICHAEL A. BUTASIN. 2015082101171933.432 ACRES8371 TRAILS END DRIVEPARCEL 273-008643LAWRENCE A. CRANEAND DONNA M. CRANEIN. 2013040300545533.432 ACRES8370 TRAILS END DRIVEPARCEL 273-008645EX. 12 " RCP EX. INV (4")=926.16'⅊⅊⅊⅊⅊EX. R/WEX. R/WEX. E/PEX. E/PGREGG DIVELBISS ANDDEENA L. DIVELBISSIN. 2009091501343403.432 ACRES8266 TRAILS END DRIVEPARCEL 273-008647TRAILS END DRIVE(50' R/W)EX. E/PEX. E/PEX. R/WEX. R/WEX. INV=926.53' EX. INV=924.90' EX. INV=925.87' EX. CATCH BASIN GRATE=924.25' INV E=922.99' INV NW=922.88' EX. INV=924.69' EX. INV=923.08' EX. INV=924.55' EX. FIRE HYD.EX. INV=923.07'EX. INV=922.68'EX. INV=924.75'EX. INV=925.63' EX. FIRE HYD.EX. 8" WATER (81-005-RES)EX. 8" WATER (81-005-RES)EX. 8" WATER (81-005-RES)℄℄℄EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE EX. 12" RCP EX. 12" RCPEX. INV=924.78'EX. 12" CPPSB-3EX. ASPHALT D R I V E EX. ASPHALT DRIVE EX. CATCH BASINEX. 12 " RCP EX . 1 2 " S T M EX. 12" RCP EX. 12" RCP EX. 12" RCP E X . G R A V E L D R I V E EX. GRAVEL DRIVEEX. GRAVEL DRIVE MBMBMBMBMBWW15+0016+0017+0018+0019+0020+0021+0012" SAN12" SAN465100'W20-4-36 W20-1-36100'50' TAPER20'(TYP)10'8'5'40' (TYP)SEE NOTE 4FOR ACTIVEWORK ZONESPACING10'MIN.24"9"9"GP 18"6"16"12"SB8"10"8"6"24"18"15"5"4"4"EX. FF=928.11'±#8401EX. FF=929.25'±#8420EX. FF=928.98'±#8371XI WANG AND RUI LIUIN. 2021090101555311.750 ACRES8420 TRAILS END DRIVEPARCEL 273-008397DAVID A. BLISSENBACH, TRUSTEEOF THE DAVID A. BLISSENBACHFAMILY TRUST, DATED JUNE 19, 1996OR 32345 H-07PARCEL I8432 TRAILS END DRIVEPARCEL 273-008839LESLIE WEARSIN. 202010080154704IN. 2014080601020051.930 ACRES8401 TRAILS END DRIVEPARCEL 273-008644ROBERT B DANIELS ANDCHERLY E. DANIELSIN. 2010110201463481.287 ACRES8431 TRAILS END DRIVEPARCEL 273-009032EX. 4" PVCCONTROL POINTMAG NAIL SETN: 779793.99'E: 1801374.33'ELEV= 921.94'BM #4⅊⅊⅊⅊⅊⅊EX. R/W EX. R/WEX. E/PEX. E/PEX. E/PEX. E/PLAWRENCE A. CRANEAND DONNA M. CRANEIN. 2013040300545533.432 ACRES8370 TRAILS END DRIVEPARCEL 273-008645MICHAEL A. BUTASIN. 2015082101171933.432 ACRES8371 TRAILS END DRIVEPARCEL 273-008643TRAILS END DRIVE(50' R/W)EX. E/PEX. E/PEX. R/WEX. R/WEX. R/WEX. R/WEX. R/WEX. INV=921.26' EX. INV=920.59' EX. INV=917.80' EX. INV=918.00' EX. INV=918.27' EX. FIRE HYD. EX. FIRE HYD.EX. 8" WATER (81-005-RES)EX. 8" WATER (81-005-RES)℄℄EX. 12" CPPEX. 12" RCP EX. 12" R C P EX. WATERSERVICEEX. WATERSERVICE EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE SB-2EX. A S P H A L T D R I V E EX. ASPHALT DRIVE EX. ASPHALT DRIVE EX. ASPHALTDRIVE EX. ASPHALT DRIVE EX. INV=924.18' EX. INV=925.11' EX. CONCRETE DRIVE8"8"11"9"10"10"10"24"12"12"16"12"15"12"10"GPE MBMBMBMBMBWW27+30.2622+0023+0024+0025+0026+0027+0012" SAN12" SAN78W1-4-3610'8' 5' 10'8' 5'40' (TYP)SEE NOTE 4FOR ACTIVEWORK ZONESPACING8' (TYP)10' MIN. 10' MIN. DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 601530 MATCH LINE - STA: 21+50 SEE BELOW 1145MAINTENANCE OF TRAFFIC PLAN MATCH LINE - STA: 21+00 SEE ABOVE LEGENDTEMPORARY POST OR STANDTRENCH LIMITSDRUMTEMPORARY PAVEMENT, SEEDETAIL 1 SHEET 9NOTES:1.PROVIDE 2-WAY, 1-LANE TRAFFIC OPERATIONON TRAILS END DRIVE WITH FLAGGERSDURING WORKING HOURS PER TA-10. LENGTHOF LANE CLOSURE SHALL BE RESTRICTED TO600 FT MAXIMUM.2.PROVIDE 2-WAY 1-LANE TRAFFIC OPERATIONON TRAILS END DRIVE WITH SIGNAGE ATNIGHTTIME OR DURING NON-WORKING HOURSPER TA-11. LENGTH OF LANE CLOSURE SHALLBE RESTRICTED TO 600 FT MAXIMUM.3.DRIVEWAYS SHALL REMAIN OPEN. DRIVEWAYCLOSURES MAY OCCUR DURING WORKHOURS WITH 24 HOURS ADVANCED NOTICETO THE RESIDENT. DRIVEWAYS MUST BEREOPENED AT THE END OF THE WORKDAY.4.DRUMS SHALL BE PLACED AS FOLLOWS: 40'C/C ON TANGENTS, 20' C/C ON TAPERS, AND 8'C/C IN RADII.5.PHASE 4 MOT SETUP IS DEPICTED ON THISSHEET FOR SANITARY SEWERCONSTRUCTION BETWEEN MANHOLES 6 AND8. SEE SHEET 10 FOR PHASE 1, 2, AND 3 MOT.6.NO SCHEMATIC FOR PHASES 2 OR 3.PHASE 4 MAINTENANCE OF TRAFFICH:\Columbus\P\200761\001\_DWG\_Sheets\200761CMOT001.dwg, 8/29/2022 12:48:44 PM, mcouvreur DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 972NOT TO SCALE 1245EROSION CONTROL NOTES PROJECT DATAPROJECT DESCRIPTIONTHE PROJECT WILL INCLUDE THE INSTALLATION OF APPROXIMATELY 2,185 LF OF 12" SANITARY SEWERS,INCLUDING MANHOLES AND SERVICES WYES ALONG TRAILS END DRIVE. EXISTING CULVERTS AND THEPAVEMENT OF TRAILS END DRIVE SHALL BE REPLACED DUE TO THE DISTURBANCE OF THE SANITARY SEWERINSTALLATION.STORMWATER QUALITY TREATMENT FOR THE PROJECT AREA HAS BEEN PREVIOUSLY ACCOUNTED FOR BY THEEXISTING RETENTION PONDS FOR WEDGEWOOD GLEN PER THE STORWMATER MANAGEMENT REPORTPREPARED BY BIRD & BULL, DATED 5/12/2004.LATITUDE:N 40.135632°LONGITUDE:W 83.097884°ESTIMATED CONSTRUCTION DATES:08/01/2022 - 12/31/2022TOTAL SITE AREA:3.21 ACRESTOTAL DISTURBED AREA:2.86 ACRESPROPOSED IMPERVIOUS AREA: 1.47 ACRESINCREASE IN IMPERVIOUS AREA: 14%PRE-CONSTRUCTION RUNOFF COEFFICIENT : C=0.62POST-CONSTRUCTION RUNOFF COEFFICIENT: C=0.65RECEIVING WATER: MUNICIPAL SEPARATED STORM SEWER TO THE SCIOTO RIVEREXISTING SITE CONDITION:SINGLE FAMILY RESIDENTIALSOILS: Ble1B1 - BLOUNT SILT LOAM, END MORAINE, 2 TO 4 PERCENT SLOPESGwd5C2 - GLYNWOOD CLAY LOAM, 6 TO 12 PERCENT SLOPES, ERODEDGwe5B2 - GLYNWOOD CLAY LOAM, END MORAINE, 2 TO 6PERCENT SLOPES, ERODEDCONSTRUCTION SEQUENCETO COMPLETE THE EXCAVATION AND CONSTRUCTION OF THE PROPOSED JOB IMPROVEMENTS, COORDINATIONOF THE CONTRACTOR'S WORK CREWS WILL BE REQUIRED. THE EXISTING DITCHES WILL PERFORM TEMPORARYSEDIMENT CONTROL AND STORAGE DURING THE PROPOSED CONSTRUCTION. WORK WILL GENERALLYPROCEED FROM DOWNSTREAM TO UPSTREAM IN THESE WORK AREAS. THE GENERAL CONSTRUCTIONSEQUENCE IS AS FOLLOWS:A)INSTALL EROSION CONTROL ITEMS.B)STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL THROUGH THE INCREMENTAL WORK AREA.C)INSTALL TEMPORARY DITCH CHECKS IN DOWNSTREAM END OF EXISTING DITCH WITHIN 24 HOURSFOLLOWING THE STRIPPING OPERATION.D)IF U/G PIPE IS CALLED FOR IN THIS PORTION OF WORK AREA, PIPE CREW WILL INSTALL PIPE .E)AS PIPE INSTALLATION PROGRESSES, REPAIR OF THE ROADWAY WILL PROCEED BEHIND IT.F)ANY DISTURBED OR EXPOSED AREAS SHALL BE STABILIZED PER OEPA TEMPORARY AND PERMANENTSTABILIZATION REGULATIONS INCLUDING:1.SEEDING2.DITCH MATTING3.INLET PROTECTION4.MULCHING5.WATERINGEMERGENCY ACTION & SPILL PREVENTION PLANTHE SCOPE OF WORK COVERED BY THIS PLAN INCLUDES EMERGENCY RESPONSE TO SPILLS, CONTAINMENTOF SPILLED LIQUIDS, EMERGENCY NOTIFICATION NUMBERS, AND SOIL EXCAVATION FOR SPILL CLEAN-UP.IN THE EVENT OF A SPILL EVENT THE EMPLOYEE SHALL ASSESS THE SPILL AND IMMEDIATELY NOTIFY THESAFETY OFFICER AND SUPERVISOR IN CHARGE, AND THE CITY ENGINEER.IMMEDIATELY AFTER NOTIFICATION, THE EMPLOYEE WILL BE DIRECTED BY THE SAFETY OFFICER, ORRESPONSIBLE PARTY TO START CONTAINMENT PROCEDURES TO PREVENT THE MATERIAL FROM REACHINGTHE STORM SEWERS, DRAINAGE DITCH, AND OTHER OUTLETS USING THE FOLLOWING ACTIONS OR ANY OTHERMEANS NECESSARY WITHOUT COMPROMISING WORKER SAFETY:1)CLEAR PERSONNEL FROM THE SPILL AREA AND ROPE OFF AREA.2)STOP THE SPILL.3)USE SORBENT MATERIALS, PLUG PUTTY, OR HOLE PUTTY AS NECESSARY TO CONTROL THE SPILL ATTHE SOURCE.4)CONSTRUCT A TEMPORARY CONTAINMENT DIKE OF SORBENT MATERIALS OR DIRT TO CONTAIN SPILL.SPILL KITS WILL BE LOCATED ON THE PROJECT AS DESIGNATED ON THE SWPPP PLAN.UPON COMPLETION OF CONTAINMENT OPERATIONS, PROPER CLEAN-UP PROCEDURES WILL BE IMPLEMENTEDIN ACCORDANCE WITH REGULATORY PROCEDURES.ADDITIONAL EMERGENCY CONTACT NUMBERS: 24 HOUR PHONE NO.:OHIO EPA614-728-3898GENERAL NOTESTHE CONTRACTOR SHALL INFORM ALL SUBCONTRACTORS OF THE REQUIREMENTS AND RESPONSIBILITIES OFTHE SWPPP AND SHALL DOCUMENT ALL SUCH NOTIFICATIONS AND/OR DISCUSSIONS.THE CONTRACTOR WILL BE REQUIRED TO PARTICIPATE IN SEDIMENT AND EROSION CONTROL INSPECTIONS ONA WEEKLY BASIS AND SIGN AN APPROVED INSPECTION SHEET THAT SHALL BE KEPT ON FILE AT THE JOB SITE.UNLESS OTHERWISE NOTED, STANDARDS AND SPECIFICATIONS ESTABLISHED IN THE LATEST EDITION OF THEODNR "RAINWATER AND LAND DEVELOPMENT" HANDBOOK SHALL GOVERN THE EROSION AND SEDIMENTCONTROL INSTALLATIONS SPECIFIED ON THIS PLAN.THIS PROJECT WILL INVOLVE SEVERAL CONSTRUCTION PHASES AND SEQUENCING THROUGHOUT ITS LIFETIME.IT IS VERY IMPORTANT THAT ALL TEMPORARY SEDIMENT AND EROSION CONTROL (S&EC) FIELD METHODSALONG WITH THIS PLAN, ARE UPDATED TO REFLECT THE ACTUAL FIELD CONDITIONS, CURRENT WEATHERCONDITIONS AND SITE GRADE CHANGES. THE CITY ENGINEER OR THE OHIO EPA CAN AND WILL MODIFY THISPLAN AS NECESSARY.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO ENSURE THE IMMEDIATE AVAILABILITY OF THETEMPORARY EROSION AND SEDIMENT CONTROL PLAN ON-SITE. THE CONTRACTOR SHALL ALSO BE SOLELYRESPONSIBLE TO PERFORM ALL UPDATES AND ADJUSTMENTS TO THE TEMPORARY EROSION AND SEDIMENTCONTROL PLAN.THE CONTRACTOR SHALL PROVIDE SEDIMENT CONTROL AT ALL POINTS WHERE WATER LEAVES THE PROJECT,INCLUDING WATERWAYS, OVERLAND SHEET FLOW, AND STORM SEWERS, WHETHER SPECIFICALLY SHOWN ONTHE PLANS OR NOT.THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE OF THE WORK AREA AT ALL TIMES CONSISTENT WITHEROSION CONTROL PRACTICES.THE CONTRACTOR SHALL REMOVE EXISTING GROUND COVER ONLY AS NECESSARY FOR THE PROJECT PHASECURRENTLY UNDER CONSTRUCTION. REMOVE ONLY THE TREES, SHRUBS, AND GRASSES THAT MUST BEREMOVED TO PERMIT ACTUAL CONSTRUCTION. PROTECT THE REMAINING TO PRESERVE THEIR AESTHETICAND EROSION CONTROL VALUE.FINAL GRADING WILL BE CONSISTENT WITH PRECONSTRUCTION TOPOGRAPHY TO MAINTAIN DRAINAGE ANDAESTHETICS.CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE PROPERLY DISPOSED OF ACCORDING TO OHIO EPAREQUIREMENTS.BACKFILL TRENCHES IMMEDIATELY AFTER USE. SEED AND MULCH TRENCH AREA WITHIN 7 DAYS AFTER AREAOF SECTION HAS BEEN OPENED.THERE SHALL BE NO TURBID DISCHARGES TO SURFACE WATERS, RESULTING FROM DEWATERING ACTIVITIES.SEDIMENT-LADEN WATER MUST PASS THROUGH A SETTLING POND, FILTER BAG, OR OTHER COMPARABLEPRACTICE, PRIOR TO DISCHARGE. ALL WATER PRODUCED FROM CLEANING AND DEWATERING OPERATIONS,WHETHER SPECIFICALLY FROM TRENCH DEWATERING OPERATIONS OR FROM MORE EXTENSIVE DEWATERINGOPERATIONS, SHALL BE DISCHARGED IN SUCH A MANNER AS TO ELIMINATE EROSION FROM SUCH DISCHARGE.NO SOLID OR LIQUID WASTE SHALL BE DISCHARGED INTO STORM WATER RUNOFF. ALL PROCESSWASTEWATER (EQUIPMENT WASHING, LEACHATE FROM ON-SITE WASTE DISPOSAL, ETC.) SHALL BECOLLECTED AND DISPOSED OF AT A PUBLICLY OWNED TREATMENT WORKS. ALL CONSTRUCTION ACTIVITIESMUST COMPLY WITH ALL LOCAL EROSION/SEDIMENT CONTROL, WASTE DISPOSAL, SANITARY AND HEALTHREGULATIONS.SETTLING FACILITIES, SEDIMENT FILTERS, PERIMETER CONTROLS, AND OTHER PRACTICES INTENDED TO TRAPSEDIMENT SHALL BE IMPLEMENTED AS THE FIRST STEP OF GRADING OR CONSTRUCTION AND WITHIN 7 DAYSFROM THE START OF GRUBBING. THEY SHALL CONTINUE TO FUNCTION UNTIL THE UPSLOPE DEVELOPMENTAREA IS RESTABILIZED.ALL STORM SEWER INLETS WHICH ACCEPT WATER RUNOFF FROM THE PROJECT AREA SHALL BE PROTECTEDSO THAT SEDIMENT LADEN WATER WILL NOT ENTER THE STORM SEWER SYSTEM WITHOUT FIRST BEINGFILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT, UNLESS THE STORM SEWER SYSTEM DRAINS TO ASETTLING FACILITY. THESE CONTROLS SHALL BE SELECTED AND LOCATED AS INDICATED IN THE PLANS AND ASDIRECTED BY THE CITY ENGINEER.OTHER EROSION CONTROL ITEMS MAY BE NECESSARY DUE TO ENVIRONMENTAL CONDITIONS. THECONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND IMPLEMENTATION OF ADDITIONAL EROSIONCONTROL ITEMS, AT THE ENGINEER'S DISCRETION.WORKING IN OR CROSSING STREAMS, INCLUDING BED AND BANKS, SHALL BE BE RESTABILIZED IMMEDIATELYAFTER IN-CHANNEL WORK IS COMPLETED, INTERRUPTED, OR STOPPED. TO THE EXTENT PRACTICAL,CONSTRUCTION VEHICLES SHALL BE KEPT OUT OF STREAMS. WHERE IN-CHANNEL WORK IS NECESSARY,PRECAUTIONS SHALL BE TAKEN TO STABILIZE THE WORK AREA DURING CONSTRUCTION TO MINIMIZE EROSION.WHERE A STREAM MUST BE CROSSED BY CONSTRUCTION VEHICLES REGULARLY DURING CONSTRUCTION, ATEMPORARY CULVERT SHALL BE PROVIDED.ALL DENUDED AREAS, INCLUDING STOCKPILED TOPSOIL AND EXCAVATED MATERIAL ARE TO BE PROTECTEDTHROUGH THE USE OF TEMPORARY SEEDING, OR COVERED WITH STRAW MULCH.NO SOIL, ROCK, DEBRIS, OR ANY OTHER MATERIAL SHALL BE DUMPED OR PLACED INTO A WATER RESOURCEOR INTO SUCH PROXIMITY THAT IT MAY READILY SLOUGH, SLIP, OR ERODE INTO A WATER RESOURCE UNLESSSUCH DUMPING OR PLACING IS AUTHORIZED BY THE CITY ENGINEER. UNSTABLE SOILS PRONE TO SLIPPING ORLANDSLIDING SHALL NOT BE GRADED, EXCAVATED, FILLED, OR HAVE LOADS IMPOSED UPON THEM UNLESS THEWORK IS DONE IN ACCORDANCE WITH A QUALIFIED PROFESSIONAL ENGINEER'S RECOMMENDATIONS TOCORRECT, ELIMINATE, OR ADEQUATELY ADDRESS THE PROBLEMS.IT IS PREFERRED TO USE PERMANENT EROSION CONTROL ITEMS AS SHOWN IN THE PLANS TO CONTROLCONSTRUCTION POLLUTION WHEN POSSIBLE. OTHERWISE, THE TEMPORARY POLLUTION PREVENTION ITEMSARE TO BE USED.MOST TEMPORARY S&EC METHODS, INCLUDING BUT NOT LIMITED TO, SILT FENCE AND DITCH CHECKS MAY ALLHAVE TO BE PERIODICALLY REMOVED AND REPLACED, OR MOVED FROM THE EXISTING ROAD DITCH ORSTRIPPED AREAS AS WORK PROGRESSES. ANY CHANGES SHALL BE NOTED IN THE PLAN BY RED LINE ANDDATED ON A CORRECTIVE ACTION LOG.ALL TEMPORARY SEDIMENT CONTROLS AND STORM WATER QUALITY METHODS WILL BE BUILT/lNSTALLED ASTHE PROJECT PROGRESSES TO ELIMINATE UNNECESSARY DISTURBANCE AND REDUNDANCY. ALL TEMPORARYCONTROLS SHALL BE IN PLACE AND FUNCTIONING PROPERLY WHEN THREATENING WEATHER IS IMMINENT."TEMPORARY STABILIZATION" MEANS THE ESTABLISHMENT OF TEMPORARY VEGETATION, MULCHING,GEOTEXTILES, SOD, PRESERVATION OF EXISTING VEGETATION AND OTHER TECHNIQUES CAPABLE OF QUICKLYESTABLISHING COVER OVER DISTURBED AREAS TO PROVIDE EROSION CONTROL BETWEEN CONSTRUCTIONOPERATIONS."PERMANENT STABILIZATION" MEANS THE ESTABLISHMENT OF PERMANENT VEGETATION, DECORATIVELANDSCAPE MULCHING, MATTING, SOD, RIP RAP AND LANDSCAPING TECHNIQUES TO PROVIDE PERMANENTEROSION CONTROL ON AREAS WHERE CONSTRUCTION OPERATIONS ARE COMPLETE OR WHERE NO FURTHERDISTURBANCE IS EXPECTED FOR AT LEAST A YEAR.OFF-SITE TRACKING OF SEDIMENTS SHALL BE MINIMIZED. A STABILIZED CONSTRUCTION ENTRANCE WILL BEPROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. ALL PAVED STREETS ADJACENT TO THE SITEWILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKSHAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A TARP.PROHIBITED CONSTRUCTION ACTIVITIESTHE CONTRACTOR SHALL NOT USE CONSTRUCTION PROCEDURES, ACTIVITIES, OR OPERATIONS THAT MAYUNNECESSARILY IMPACT THE NATURAL ENVIRONMENT OR THE PUBLIC HEALTH AND SAFETY. PROHIBITEDCONSTRUCTION PROCEDURES, ACTIVITIES, OR OPERATIONS INCLUDE, BUT ARE NOT LIMITED TO, THEFOLLOWING:1.PUMPING OF SEDIMENT LADEN WATER FROM TRENCHES OR OTHER EXCAVATIONS INTO ANYSURFACE WATERS, ANY STREAM CORRIDORS, ANY WETLANDS, OR STORM DRAINS.2.DISCHARGING POLLUTANTS SUCH AS CHEMICALS, FUELS, LUBRICANTS, BITUMINOUS MATERIALS,RAW SEWAGE, AND/OR ANY OTHER HARMFUL WASTER, INTO OR ALONGSIDE OF RIVERS, STREAMS,IMPOUNDMENTS, OR INTO NATURAL OR MAN-MADE CHANNELS LEADING THERETO.3.DAMAGING VEGETATION OUTSIDE OF THE CONSTRUCTION AREA.STABILIZATION PRACTICESPERMANENT SEEDING AND MULCHING STABILIZATION SHALL BE PROVIDED PER OEPA GUIDELINES AS SETFORTH IN PART II.B OF OHIO EPA PERMIT NO.: OHC000005. (SEE TABLE 1)ALL TEMPORARY EROSION AND SEDIMENT CONTROL INSTALLATIONS SHALL BE REMOVED WHEN 70%VEGETATION HAS BEEN REACHED.TABLE 1: PERMANENT STABILIZATIONAREA REQUIRING PERMANENT STABILIZATIONTIME FRAME TO APPLY EROSION CONTROLSANY AREAS THAT WILL LIE DORMANT FOR ONE YEAROR MOREWITHIN SEVEN DAYS OF THE MOST RECENTDISTURBANCEANY AREAS WITHIN 50 FEET OF A SURFACE WATER OFTHE STATE AND AT FINAL GRADEWITHIN TWO DAYS OF REACHING FINAL GRADEANY OTHER AREAS AT FINAL GRADEWITHIN SEVEN DAYS OF REACHING FINAL GRADEWITHIN THAT AREATEMPORARY SEEDING AND MULCHING STABILIZATION SHALL BE PROVIDED PER OEPA GUIDELINES AS SETFORTH IN PART II.B OF OHIO EPA PERMIT NO.: OHC000005. (SEE TABLE 2)TABLE 2: TEMPORARY STABILIZATIONAREA REQUIRING TEMPORARY STABILIZATIONTIME FRAME TO APPLY EROSION CONTROLSANY DISTURBED AREAS WITH 50 FEET OF A SURFACEWATER OF THE STATE AND NOT AT FINAL GRADEWITHIN TWO DAYS OF THE MOST RECENTDISTURBANCE IF THE AREA WILL REMAIN IDLE FORMORE THAN 14 DAYSFOR ALL CONSTRUCTION ACTIVITIES, ANY DISTURBEDAREAS THAT WILL BE DORMANT FOR MORE THAN 14DAYS BUT LESS THAN ONE YEAR, AND NOT WITHIN 50FEET OF A SURFACE WATER OF THE STATEWITHIN SEVEN DAYS OF THE MOST RECENTDISTURBANCE WITHIN THE AREAFOR RESIDENTIAL SUBDIVISIONS, DISTURBEDAREAS MUST BE STABILIZED AT LEAST SEVENDAYS PRIOR TO TRANSFER OF PERMIT COVERAGEFOR THE INDIVIDUAL LOT(S).DISTURBED AREAS THAT WILL BE IDLE OVER WINTERPRIOR TO THE ONSET OF WINTER WEATHERH:\Columbus\P\200761\001\_DWG\_Sheets\200761CERO001.dwg, 8/29/2022 12:49:09 PM, mcouvreur DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 972NOT TO SCALE 1345EROSION CONTROL NOTES AND DETAILSMECHANICAL PROPERTIESTEST METHODUNITSMARVGRAB TENSILE STRENGTHASTM D 4632KN (LBS)1.62 (365) X 0.89 (200)GRAB TENSILE ELONGATIONASTM D 4632%24 X 10PUNCTURE STRENGTHASTM D 4833KN (LBS)0.40 (90)MULLEN BURST STRENGTHASTM D 3786KPA (PSI)3097 (450)TRAPEZOID TEAR STRENGTHASTM D 4533KN (LBS)0.51 (115) X 0.33 (75)UV RESISTENCEASTM D 4355%90APPARENT OPENING SIZEASTM D 4751MM (US STD SIEVE)0.425 (40)FLOW RATEASTM D 44911/MIN/M (GAL/MIN/FT )5907 (145)PERMITTIVITYASTM D 4491SEC 2.1-122SPECIFICATIONSDANDY SACK DETAILN.T.S.FLOW12" MIN 3"-4"SECTIONNOTES:1.MATERIALS – COMPOST USED FOR FILTER SOCKS SHALL BEWEED, PATHOGEN AND INSECT FREE AND FREE OF ANYREFUSE, CONTAMINANTS OR OTHER MATERIALS TOXIC TOPLANT GROWTH. THEY SHALL BE DERIVED FROM AWELL-DECOMPOSED SOURCE OF ORGANIC MATTER ANDCONSIST OF A PARTICLES RANGING FROM 3/8" TO 2".2.FILTER SOCKS SHALL BE 3 OR 5 MIL CONTINUOUS, TUBULAR,HDPE 3/8" KNITTED MESH NETTING MATERIAL, FILLED WITHCOMPOST PASSING THE ABOVE SPECIFICATIONS FORCOMPOST PRODUCTS.INSTALLATION:3.FILTER SOCKS WILL BE PLACED ON A LEVEL LINE ACROSSSLOPES, GENERALLY PARALLEL TO THE BASE OF THESLOPE OR OTHER AFFECTED AREA. ON SLOPESAPPROACHING 2:1, ADDITIONAL SOCKS SHALL BE PROVIDEDAT THE TOP AND AS NEEDED MIDSLOPE.4.FILTER SOCKS INTENDED TO BE LEFT AS A PERMANENTFILTER OR PART OF THE NATURAL LANDSCAPE, SHALL BESEEDED AT THE TIME OF INSTALLATION FORESTABLISHMENT OF PERMANENT VEGETATION.5.FILTER SOCKS ARE NOT TO BE USED IN CONCENTRATEDFLOW SITUATIONS OR IN RUNOFF CHANNELS.MAINTENANCE:6.ROUTINELY INSPECT FILTER SOCKS AFTER EACHSIGNIFICANT RAIN, MAINTAINING FILTER SOCKS IN AFUNCTIONAL CONDITION AT ALL TIMES.7.REMOVE SEDIMENTS COLLECTED AT THE BASE OF THEFILTER SOCKS WHEN THEY REACH 1/3 OF THE EXPOSEDHEIGHT OF THE PRACTICE.8.WHERE THE FILTER SOCK DETERIORATES OR FAILS, IT WILLBE REPAIRED OR REPLACED WITH A MORE EFFECTIVEALTERNATIVE.9.REMOVAL – FILTER SOCKS WILL BE DISPERSED ON SITEWHEN NO LONGER REQUIRED IN SUCH AS WAY AS TOFACILITATE AND NOT OBSTRUCT SEEDINGS2"X2" WOODENSTAKE12" Ø FILTER SOCKN.T.S.SEEDING & MULCHINGMULCH AND/OR OTHER APPROPRIATE VEGETATIVE PRACTICES SHALL BE APPLIED TO DISTURBEDAREAS WITHIN 7 DAYS OF GRADING IF THE AREA IS TO REMAIN DORMANT (UNDISTURBED) FOR MORETHAN 14 DAYS OR ON AREAS AND PORTIONS OF THE SITE WHICH CAN BE BROUGHT TO FINAL GRADE.MULCH SHALL CONSIST OF UNROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 3 TONS/AC. OR138 LB./1000 SQ. FT. (TWO TO THREE BALES). THE STRAW MULCH SHALL BE SPREAD UNIFORMLY BYHAND OR MECHANICALLY SO THE SOIL SURFACE IS COVERED. FOR UNIFORM DISTRIBUTION OFHAND-SPREAD MULCH, DIVIDE AREA INTO APPROXIMATELY 1000-SQ.-FT. SECTIONS AND PLACE THREE45-LB. BALES OF STRAW IN EACH SECTION.MULCH SHALL BE ANCHORED IMMEDIATELY TO MINIMIZE LOSS BY WIND OR RUNOFF. THE FOLLOWINGARE ACCEPTABLE METHODS FOR ANCHORING MULCH:1)MECHANICAL-USE A DISK, CRIMPER, OR SIMILAR TYPE TOOL SET STRAIGHT TO PUNCH ORANCHOR THE MULCH MATERIAL INTO THE SOIL. STRAW MECHANICALLY ANCHORED SHALL NOTBE FINELY CHOPPED BUT BE LEFT GENERALLY LONGER THAN 6 IN.2)ASPHALT EMULSION-FOR STRAW MULCH, APPLY AT THE RATE OF 160 GAL./AC. (0.1 GAL./SY)INTO THE MULCH AS IT IS BEING APPLIED OR AS RECOMMENDED BY THE MANUFACTURE.3)SYNTHETIC BINDERS-FOR STRAW MULCH, SYNTHETIC BINDERS SUCH AS ACRYLIC DLR(AGRI-TAC), DCA-70, PETROSET, TERRA TACK OR EQUAL MAY BE USED AT RATESRECOMMENDED BY THE MANUFACTURER.STOCKPILESILT FENCING SHALL BE INSTALLED AROUND TEMPORARY SPOIL STOCKPILES. THESE STOCKPILESSHALL BE STRAW MULCHED AND/OR TEMPORARILY SEEDED WITHIN 7 WORKING DAYS IF LEFT DORMANTFOR 14 DAYS OR LONGER.TIMING OF CONTROLS/MEASURESAS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, CONSTRUCTION ENTRANCE(S) AND SILT FENCEWILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE.SEDIMENT CONTROL DEVICES SHALL BE IMPLEMENTED FOR ALL AREAS REMAINING DISTURBEDLONGER THAN 14 DAYS AND/OR WITHIN 7 DAYS OF ANY GRUBBING ACTIVITIES. AREAS WHERECONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 14 DAYS WILL BE STABILIZED WITH ATEMPORARY SEED AND MULCH WITHIN 2 DAYS OF THE LAST DISTURBANCE IF THE AREA IS WITHIN 50FEET OF A STREAM, AND WITHIN 7 DAYS OF THE LAST DISTURBANCE IF THE AREA IS MORE THAN 50FEET AWAY FROM A STREAM. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA,THAT AREA WILL BE STABILIZED WITH PERMANENT SEED AND MULCH. AFTER THE ENTIRE SITE ISSTABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE BASIN.INSPECTIONSALL BMPS ON THIS SITE SHALL BE INSPECTED BY THE CONTRACTOR OR DESIGNATED REPRESENTATIVEAT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS AFTER A RAIN EVENT OF 0.5INCHES PER 24 HOUR PERIOD. A RECORD OF THESE INSPECTIONS SHALL BE MAINTAINED IN THECONSTRUCTION OFFICE WITH THE SWPPP FOR PUBLIC VIEWING. ANY VIOLATIONS WILL BE REPORTEDTHROUGH THE PROJECT PERSONNEL. A RAIN GAUGE WILL BE LOCATED WITHIN THE PROJECT LIMITS.FOLLOWING EACH INSPECTION, A CHECKLIST MUST BE COMPLETED AND SIGNED BY THE QUALIFIEDINSPECTION PERSONNEL REPRESENTATIVE. AT A MINIMUM, THE INSPECTION REPORT SHALL INCLUDE:1.THE INSPECTION DATE;2.NAMES, TITLES, AND QUALIFICATIONS OF PERSONNEL MAKING THE INSPECTION;3.WEATHER INFORMATION FOR THE PERIOD SINCE THE LAST INSPECTION (OR SINCECOMMENCEMENT OF CONSTRUCTION ACTIVITY IF THE FIRST INSPECTION) INCLUDING ABEST ESTIMATE OF THE BEGINNING OF EACH STORM EVENT, DURATION OF EACH STORMEVENT, APPROXIMATE AMOUNT OF RAINFALL FOR EACH STORM EVENT (IN INCHES), ANDWHETHER ANY DISCHARGES OCCURRED;4.WEATHER INFORMATION AND A DESCRIPTION OF ANY DISCHARGES OCCURRING AT THETIME OF THE INSPECTION;5.LOCATION(S) OF DISCHARGES OF SEDIMENT OR OTHER POLLUTANTS FROM THE SITE;6.LOCATION(S) OF BMPS THAT NEED TO BE MAINTAINED;7.LOCATION(S) OF BMPS THAT FAILED TO OPERATE AS DESIGNED OR PROVED INADEQUATEFOR A PARTICULAR LOCATION;8.LOCATION(S) WHERE ADDITIONAL BMPS ARE NEEDED THAT DID NOT EXIST AT THE TIME OF INSPECTION; AND9.CORRECTIVE ACTION REQUIRED INCLUDING ANY CHANGES TO THE SWP3 NECESSARY AND IMPLEMENTATION DATES.MAINTENANCETHE CONTRACTOR SHALL MAINTAIN, REPAIR, OR REPLACE ALL EROSION CONTROL INSTALLATIONS ASNEEDED TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL REPAIRS TOBMPS SHALL BE MADE WITHIN 3 DAYS (OR SOONER IF POSSIBLE) OF NOTIFICATION OF DEFICIENCIES. IFTHE CORRECTIONS ARE NOT MADE WITHIN THE 3 DAY PERIOD, LIQUIDATED DAMAGES MAY BEASSESSED AS PER DUBLIN 108.07.ONGOING INSPECTION OF INSTALLATIONS WILL BE PERFORMED BY THE CONTRACTOR OR DESIGNATEDREPRESENTATIVE.ANY TRAPPED SEDIMENT OR DEBRIS REMOVED DURING CLEANING OF OR REMOVAL OF BMPINSTALLATIONS SHALL BE PLACED IN AREAS NOT SUBJECT TO EROSION AND PERMANENTLYSTABILIZED.DUST CONTROLDUST CONTROL INVOLVES PREVENTING OR REDUCING DUST FROM EXPOSED SOILS OR OTHERSOURCES DURING LAND DISTURBING, DEMOLITION AND CONSTRUCTION ACTIVITIES TO REDUCE THEPRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETYPROBLEMS OR HARM ANIMAL OR PLANT LIFE.THE FOLLOWING SPECIFICATIONS FOR DUST CONTROL SHALL BE FOLLOWED ONSITE:1.VEGETATIVE COVER AND/MULCH - APPLY TEMPORARY OR PERMANENT SEEDING AND MULCHTO AREAS THAT WILL REMAIN IDLE FOR OVER 14 DAYS. SAVING EXISTING TREES AND LARGESHRUBS WILL ALSO REDUCE SOIL AND AIR MOVEMENT ACROSS DISTURBED AREAS. SEETEMPORARY SEEDING; PERMANENT SEEDING; MULCHING PRACTICES; AND TREE ANDNATURAL AREA PROTECTION PRACTICES.2.WATERING - SPRAY SITE WITH WATER UNTIL THE SURFACE IS WET BEFORE AND DURINGGRADING AND REPEAT AS NEEDED, ESPECIALLY ON HAUL ROADS AND OTHER HEAVYTRAFFIC ROUTES. WATERING SHALL BE DONE AT A RATE THAT PREVENTS DUST BUT DOESNOT CAUSE SOIL EROSION. WETTING AGENTS SHALL BE UTILIZED ACCORDING TOMANUFACTURERS INSTRUCTIONS.3.SPRAY-ON ADHESIVES - APPLY ADHESIVE ACCORDING TO THE FOLLOWING TABLE ORMANUFACTURERS' INSTRUCTIONS.STABILIZATION TYPEJFMAMJJASONDPERMANENT SEEDING●●●***●●* IRRIGATION NEEDEDDORMANT SEEDING●●●●●●** IRRIGATION NEEDED FOR 2-3 WEEKS AFTER SOD IS APPLIEDTEMPORARY SEEDING●●●***●●SODDING**************MULCHING●●●●●●●●●●●●TEMPORARY SEEDING & MULCHING FOR EROSION CONTROLSEED TYPEPER 1,000 SQ FTPER ACREPERENNIAL RYEGRASSTALL FESCUEANNUAL RYEGRASS1 POUND1 POUND1 POUND40 POUNDS40 POUNDS40 POUNDSSMALL GRAIN STRAW90 POUNDS2 TONSFERTILIZER6 POUNDS OF10-10-10 OR12-12-12250 POUNDS OF10-10-10 OR12-12-12NOTE: OTHER APPROVED SPECIES MAY BE SUBSTITUTEDINSTALLATION: REMOVE THE GRATE FROM THE CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS, PLACEABSORBENT PILLOW IN POUCH ON BOTTOM OF THE UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTINGSTRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY SACK SO THAT THE GRATE IS BELOW THETOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING THE LIFTING STRAPS, INSERT THE GRATE INTO THEINLET.MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE VICINITY OF THE UNIT AFTEREACH STORM EVENT. AFTER STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO DANDY SACK. IFCONTAINMENT AREA IS MORE THAN 13 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT, SIMPLYLIFT THE UNIT USING LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL ABSORBENTS, REPLACEABSORBENT PILLOW WHEN NEAR SATURATION.STORMSEWERGRATELIFT STRAPSOPTIONALOVERFLOWPORTSDUMPING STRAPSSTORM INLETFILTER SOCK DETAILROCK OUTLET PROTECTION DETAILPLANPROFILELENGTH OF RIPRAPOUTLET PROTECTIONWIDTH = WIDTH OFFLARED END SECTIONROCK RIPRAP (NO. 2 STONE)APRON THICKNESSMIN 12"NOTES:1.SUBGRADE FOR THE FILTER OR BEDDING AND RIPRAP SHALL BE PREPARED TO THE REQUIRED LINESAND GRADES AS SHOWN ON THE PLAN. THE SUBGRADE SHALL BE CLEARED OF ALL TREES, STUMPS,ROOTS, SOD, LOOSE ROCK, OR OTHER MATERIAL.2.RIPRAP SHALL CONFORM TO THE GRADING LIMITS AS SHOWN ON THE PLAN.3.GEOTEXTILE SHALL BE SECURELY ANCHORED ACCORDING TO MANUFACTURERS’ RECOMMENDATIONS.4.GEOTEXTILE SHALL BE LAID WITH THE LONG DIMENSION PARALLEL TO THE DIRECTION OF FLOW ANDSHALL BE LAID LOOSELY BUT WITHOUT WRINKLES AND CREASES. WHERE JOINTS ARE NECESSARY,STRIPS SHALL BE PLACED TO PROVIDE A 12-IN. MINIMUM OVERLAP, WITH THE UPSTREAM STRIPOVERLAPPING THE DOWNSTREAM STRIP.5.RIPRAP MAY BE PLACED BY EQUIPMENT BUT SHALL BE PLACED IN A MANNER TO PREVENT SLIPPAGE ORDAMAGE TO THE GEOTEXTILE.6.RIPRAP SHALL BE PLACED BY A METHOD THAT DOES NOT CAUSE SEGREGATION OF SIZES. EXTENSIVEPUSHING WITH A DOZER CAUSES SEGREGATION AND SHALL BE AVOIDED BY DELIVERING RIPRAP NEARITS FINAL LOCATION WITHIN THE CHANNEL.7.CONSTRUCTION SHALL BE SEQUENCED SO THAT OUTLET PROTECTION IS PLACED AND FUNCTIONALWHEN THE STORM DRAIN, CULVERT, OR OPEN CHANNEL ABOVE IT BECOMES OPERATIONAL.8.ALL DISTURBED AREAS WILL BE VEGETATED AS SOON AS PRACTICAL.FLARED END SECTIONGEOTEXTILEFABRIC0% SLOPEN.T.S.2 FT1 FT1 FTH:\Columbus\P\200761\001\_DWG\_Sheets\200761CERO001.dwg, 8/29/2022 12:49:14 PM, mcouvreur DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 972NOT TO SCALE 1445EROSION CONTROL DETAILS LANDSCAPING GENERAL NOTES1.CONTRACTOR TO VERIFY WITH CITY OF DUBLIN AND UTILITY COMPANIES THE LOCATIONS OF ALLUTILITIES PRIOR TO CONSTRUCTION, TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS ANDELEVATIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTORSHALL CALL UTILITY PROTECTION SERVICE AND/OR OWNER 72 HOURS PRIOR TO CONSTRUCTION.2.EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTILUNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING.3.CONTRACTOR TO REPAIR ALL DAMAGES TO EXISTING CONDITIONS AND BEARS RESPONSIBILITY FORSATISFACTORY PERFORMANCE.4.ALL PLANT MASSES AND HEDGES ARE TO BE CONTAINED WITHIN A BARK MULCH BED.5.BED LINE TO BE NO LESS THAN 18" AND NO MORE THAN 24" FROM OUTER EDGE OF PLANT MATERIALBRANCHING.6.ALL SHRUBS TO BE A MINIMUM OF 4'-0" FROM PAVEMENT EDGE UNLESS SPECIFICALLY NOTEDOTHERWISE.7.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN LAWN AREAS.8.FINE GRADE LAWN AREAS TO PROVIDE A SMOOTH AND CONTINUAL GRADE FREE OF IRREGULARITIES ORDEPRESSIONS.9.QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTORS IN EVALUATING THEIR OWN TAKE OFFSAND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THECONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLAN ANDSPECIFICATIONS.10.WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWDEXISTING TREES, NOTIFY THE LANDSCAPE ARCHITECT TO ADJUST TREE LOCATIONS.11.MULCH TO BE TRIPLE PROCESSED HARDWOOD BARK MULCH. MULCH TO BE BROWN IN COLOR. SUBMITSAMPLE TO LANDSCAPE ARCHITECT FOR FINAL APPROVAL.FILTER BAG DETAILN.T.S.NOTICETHE PUMPING OR DIRECT DISCHARGE OF SEDIMENT-LADEN (MUDDY) WATER TO THE CITY'SSEWER SYSTEM OR A RECEIVING STREAM IS A VIOLATION OF OHIO EPA AND CITY OF DUBLINREGULATIONS.ALL INLET RECEIVING FLOW FROM RUNOFF, PUMPING ACTIVITIES, OR OTHER DIRECT DISCHARGESSHALL BE FITTED WITH AN INLET PROTECTION DEVICE THAT IS PROPERLY SIZED AND SECURED TOREDUCE THE DISCHARGE OF SEDIMENT INTO THE STORM SEWER SYSTEM AND RECEIVINGSTREAM. INLET PROTECTION IS REQUIRED ON ALL INLETS RECEIVING DISCHARGE REGARDLESSOF WHETHER OR NOT THE INLET IS TRIBUTARY TO ANY DOWNSTREAM EROSION AND SEDIMENTCONTROLS.DISCHARGE HOSES USED DURING PUMPING ACTIVITIES SHALL BE FITTED WITH SEDIMENT BAGSTHAT ARE PROPERLY SIZED PER MANUFACTURER'S RECOMMENDATIONS REGARDLESS OF WHATOTHER SEDIMENT CONTROLS ARE IN PLACE FURTHER DOWNSTREAM. SEDIMENT BAGS MUST BEPROPERLY SECURED TO THE DISCHARGE HOSE AND PLACED OVER VEGETATED AREAS, WHEREFEASIBLE, DURING DISCHARGE. SEE DETAIL BELOW OF A TYPICAL SEDIMENT BAG INSTALLATION.SUGGESTED DISCHARGESET-UP FOR PUMPINGMUDDY WATERMUDDYWATERINWATERPUMPFLOWPUMPDISCHARGEHOSETIE-DOWNSTRAPSEDIMENT BAG/DE-WATERING BAGDRAIN OVERVEGETATED AREA(WHERE POSSIBLE)TREE PROTECTION DETAILN.T.S.5'5'NOTES:1.PROTECT EXISTING TREES AND OTHERVEGETATION INDICATED TO REMAIN IN PLACEAGAINST UNNECESSARY CUTTING, BREAKINGOR SKINNING OF ROOTS, SKINNING ORBRUISING OF BARK, SMOTHERING OF TREES BYSTOCKPILING CONSTRUCTION MATERIALS OREXCAVATED MATERIALS WITHIN DRIP LINE,EXCESS FOOT OR VEHICULAR TRAFFIC, ORPARKING OF VEHICLES WITHIN DRIP LINE.PROVIDE TEMPORARY GUARDS TO PROTECTTREES AND AND VEGETATION TO BE LEFTSTANDING.2.TREE AND NATURAL PRESERVATION AREASHALL BE FENCED PRIOR TO BEGINNINGCLEARING OPERATIONS.3.FENCE SHALL BE PLACED AS SHOWN ON PLANSAND BEYOND THE DRIP LINE OR CANOPY OFTREES TO BE PROTECTED OR AS DIRECTED BYENGINEER.4.IF ANY CLEARING IS DONE AROUND SPECIMENTREES IT SHALL BE DONE BY CUTTING ATGROUND LEVEL WITH HAND HELD TOOLS ANDSHALL NOT BE GRUBBED OR PULLED OUT. NOCLEARING SHALL BE DONE IN BUFFER STRIPSOR OTHER PRESERVED FORESTED AREAS.5.NO FILLING OR STOCKPILING OF MATERIALSSHALL OCCUR WITHIN THE TREE PROTECTIONAREA, INCLUDING DEPOSITION OF SEDIMENT.6.MINIMIZE EXCAVATION OR TRENCHING WITHINTHE DRIP LINE OF THE TREE. ROUTE TRENCHESAROUND THE DRIP LINE OF TREES AS DIRECTEDBY ENGINEER.7.ROOTS 2 INCHES OR LARGER THAT ARESEVERED BY TRENCHING SHOULD BE SAWNOFF NEATLY IN ORDER TO ENCOURAGE NEWGROWTH AND DISCOURAGE DECAY.8.SOIL EXCAVATED DURING TRENCHING SHALL BEPILED ON THE SIDE AWAY FROM THE TREE.9.ROOTS SHALL BE KEPT MOIST WHILE TRENCHESARE OPEN AND REFILLED IMMEDIATELY AFTERUTILITIES ARE INSTALLED OR REPAIRED.DRIP LINEDRIP LINEHIGH VISIBILTYPLASTIC MESHFENCINGDECIDUOUS TREE STAKING DETAILN.T.S.EVERGREEN TREE STAKING DETAILN.T.S.H:\Columbus\P\200761\001\_DWG\_Sheets\200761CERO001.dwg, 8/29/2022 12:49:19 PM, mcouvreur DANIEL I. SCHOENBERGERAND TERRI L. HARMONIN. 2004083102039298171 TRAILS END DRIVEPARCEL 273-008640THOMAS E. WANGLER ANDSUNNY L. WANGLERIN. 200604140070116TRACT 2 THOMAS E. WANGLER ANDJEFFREY W. BINEK ANDMARIA D. BINEKIN. 2018080601050971.931 ACRES8170 TRAILS END DRIVEPARCEL 273-008863NICOLE PRICE AND ALAN PRICEIN. 2020073101114651.287 ACRES8120 TRAILS END DRIVEPARCEL 273-008870SB20"24"6"10"10"28"26"26"12"36"24"30"45"6"24"12"6"15"17"7"8"27"E 3" 4" 7" T PB CHARLES E. LAMBERT ANDCHARLOTTE B. LAMBERTOR 5276 G-014100 SUMMIT VIEW ROADPARCEL 273-008866CHARLES E. LAMBERT ANDCHARLOTTE B. LAMBERTOR 5276 G-01TRAILS END DRIVEPARCEL 273-0090878" 4" MB 8" 6" 8"10"12" 6" 5" WEX. FF=933.74'±#8205EX. FF=932.67'±#8171EX. FF=931.79'±#4100EX. 15" RCP EX. 12" CPPEX. 12" CPP EX. 12 " RCP EX. 12" RCPEX. 12" CPPEX. 12" CPP18" CPPTRAILS END DRIVE(50' R/W)D EX. STM MH RIM=928.66' INV 12" W=925.88' INV N=921.96' INV E=921.95' INV S=921.86' INV 15" W=921.58' ⅊ ⅊⅊⅊⅊⅊⅊⅊Z ⅊⅊⅊EX. R/WEX. R/WEX. R/WEX. R/WEX. R/W EX. R/WEX. R/W EX. R/W EX. E/P EX. E/P EX. E/P EX. E/P EX. E/P EX. E/P EX. C&GEX. C&GEX. E/PEX. E/PEX. E/PEX. E/PEX. E/PEX. E/PEX. 15" RCP EX. CB GRATE=926.12' WINDOW=925.01' INV E & N=923.32' INV W=923.23'MICHAEL MCEWEN ANDELIZABETH ROBERTS MCEWENIN. 2017111601626184040 SUMMIT VIEW ROADPARCEL 273-008659THOMAS E. WANGLER AND SUNNY L. WANGLERIN. 200604140070116TRACTS 1 AND 21.562 ACRES8205 TRAILS END DRIVEPARCEL 273-008797 SUMMIT VIEW ROAD (R/W VARIES) EX. CATCH BASINGRATE=928.65'INV SE=926.00'INV N=926.00'EX. INV=927.40'EX. FIRE HYD.EX. CATCH BASINGRATE=927.50'INV=925.15'EX. INV (18" RCP)=925.35'EX. INV=924.82'EX. INV=927.13' EX. FIRE HYD.EX. 8" WATER (81-005-RES)EX. FIRE HYD. ℄℄℄EX. 12" WATER (74-007-CIP)EX. 12" WATER (74-007-CIP) EX. 8" WATER (81-005-RES) 8" WATER (81-005-RES)EX. WATERSERVICE EX. WATERSERVICE EX. WATER SERVICE EX. WATER SERVICE EX. 12" CPPINV=923.46'EX. 18" CPPEX. INV=928.93'SB-5SBSB-9SBSB-11SBSB-10SB SB-12 SB EX. BIKE PATH EX. ASPHALT DRIVEEX. ASPHALTDRIVEEX. ASPHALTDRIVEEX. INV=926.72'EX. INV=926.75'EX. 25' UTILITYEASEMENT EX. CONCRETE DRIVE EX. GRAVELDRIVE EX. CB GRATE=924.37' INV SE=922.64' EX. 10" RCPEX. 4" CMP EX. 18" RCPEX. INV=923.64' SERVICE 930930930926927928929 929 929 931932933 93093093592 6 927929929931932933934930 930926926927927928928929929931932MBMBMB WMBWWWWWEX. SAN SERVICE STUB EX. SAN SERVICE STUB EX. SAN SERVICE STUB 38"6"6"6"4"4"4"48"6"4"38"22"23"19"36"36"24"6"6"6"6"10"13"11"8"8"23"28"9"9"9"27"10"17"6"4"EX. 1 0 " V C P EX. 6" VCP 8"6"12"37"24"18"24"12"18"15"27"21"EX. INV=920.92'(BLOWOUT)EX. INV=920.04'EX. INV=925.53'EX. 25' NO DISTURB ZONEEX. 10" VCPEX. 3" PVCAPPROX LOCATIONOF EXISTING SEPTICSYSTEMEXISTINGPROPANETANKEX. VERTICAL 15" VCP INV=913.99' EX. CATCH BASINGRATE=914.56'INV SE=911.71'INV NW=911.71'EX. BURIED 10"VCPEX. INV=923.48'EX. 12" VCPEX. FF=923.90'±925920920915 935EX. 12" SANEX. 12" SAN16150+001+002+003+004+005+006+007+008+0012" SAN18" RCP12" RCP12" RCP12" RCP2EX. 12" SAN EX. 10" SAN12" SANDSDSDSDS15" RCP15" RCP18" RCP18" RCP 22232526XXXXXXXXXDSCWO5'Wx7'L ROCKCHANNEL PROTECTION92 7 928927928 92993093193293393 2 931930929930931932919 DS12" RCPTP TPTP TPTPTP TPTPTPTPTPTPTP TPTPTPT PXXXXTPTPTPTP2427 THOMAS E. WANGLER ANDSUNNY L. WANGLERIN. 200604140070116TRACTS 1 AND 21.562 ACRES8205 TRAILS END DRIVEPARCEL 273-008797CHERYL ANN MANDELLIN. 2017060200734431.287 ACRES8200 TRAILS END DRIVEPARCEL 273-00863919"SB25"28"6"17"8"25"26"32"36"36"22"28"16"36"8"6"12"12"12"12"24"15"12"BRIAN M. HIMES ANDALEASHA HIMESIN. 2014052900663673.432 ACRES8222 TRAILS END DRIVEPARCEL 273-008648JONATHAN F LUEDEKEAND TWYLA M LUEDEKEIN. 2017072501014941.930 ACRES8223 TRAILS END DRIVEPARCEL 273-008641KENT R. HAROZ ANDMOLLY E. HAROZIN. 2008020600187271.287 ACRES8245 TRAILS END DRIVEPARCEL 273-009133CHARLES M. CRYE ANDTERESA A. CRYEIN. 1998080702004771.910 ACRES8267 TRAILS END DRIVEPARCEL 273-008642EX. FF=935.91'±#8223EX. 4" VENT PIPE EX. 4" CPP GREGG DIVELBISS ANDDEENA L. DIVELBISSIN. 2009091501343403.432 ACRES8266 TRAILS END DRIVEPARCEL 273-008647EX. 4" CMP BM #3⅊⅊⅊⅊⅊EX. R/WEX. R/WEX. R/WEX. R/WEX. E/PEX. E/PEX. E/PTRAILS END DRIVE(50' R/W)SEP EX. INV=932.67' EX. INV=930.02' EX. INV=928.23' EX. INV=927.41' EX. INV=927.31' EX. INV=927.91' EX. INV=929.05' EX. INV=929.48' EX. FIRE HYD.EX. 8" WATER (81-005-RES)EX. FIRE HYD.℄℄EX. 8" WATER (81-005-RES) EX. WATER SERVICE EX. WATER SERVICE 8" METAL EX. INV=932.74' EX. INV=932.75'EX. 12" CPPEX. 12" RCP SB-4EX. ASPHALT DRIVE EX. ASPHALT DRIVE EX. ASPHALT DRIVE EX. ASPHALT DR I V E EX. INV=929.22' EX. INV=929.61' EX. 12" RCP EX. 6" CMP EX. CONCRETE DRIVE EX. E/PEX. 4" CPP EX. WATER SERVICE930930930 9 3 0 929 929929929 931932 933 933 934 934 934 934 MBMBMBMBMBWWS EX. WATER SERVICE 23"WS 8+009+0010+0011+0012+0013+0012" SAN12" SAN15" RCP12" RCP12" RCP12" RCP12" RCPXXXXXXXXX3'Wx5'L ROCK CHANNEL PROTECTION 3'Wx5'L ROCK CHANNEL PROTECTION 93493 3 93 2 9 3 1930931 23TPTPTPTPTPTPTP TPTPTPTPTPTPTPT P TPTP TPTPTPTPTP TPT P TPT P TPTPTPDRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 601530 MATCH LINE - STA: 8+00 SEE BELOW 1545EROSION CONTROL PLAN MATCH LINE - STA: 13+50 SEE SHEET 16 MATCH LINE - STA: 8+00 SEE ABOVE PROPOSED EROSION CONTROL LEGENDDANDY SACK INLET PROTECTIONFILTER SOCKTREE PROTECTIONCONCRETE WASHOUTFILTER SOCKDSCWOTPXREMOVE EXISTING TREEH:\Columbus\P\200761\001\_DWG\_Sheets\200761CERO001.dwg, 8/29/2022 12:49:31 PM, mcouvreur 4"8"8"20"SB8"4"4"4"40"30"16"17"6"EX. 4" VENT PIPE EX. 4" CPP (X2)DANIEL JORDAN MIKEL ANDSHANNON MIKELIN. 2019070500814321.287 ACRES8295 TRAILS END DRIVEPARCEL 273-009066JEFFREY M. SNEDDON ANDJO ELLEN SNEDDONIN. 2000022400372043.432 ACRES8320 TRAILS END DRIVEPARCEL 273-008646JAMES B. HAMILTON ANDDORIS D. HAMILTONDB 3355 PG 1538321 TRAILS END DRIVEPARCEL 273-008799ALEXANDER HOWEY ANDCARMEN HOWEYIN. 2021120202188081.287 ACRES8343 TRAILS END DRIVEPARCEL 273-008796MICHAEL A. BUTASIN. 2015082101171933.432 ACRES8371 TRAILS END DRIVEPARCEL 273-008643LAWRENCE A. CRANEAND DONNA M. CRANEIN. 2013040300545533.432 ACRES8370 TRAILS END DRIVEPARCEL 273-008645EX. 12 " RCP CONTROL POINT IRON PIN WITH TRAVERSE CAP N: 778562.51' E: 1801331.18' ELEV= 929.46' EX. INV (4")=926.16'⅊⅊⅊⅊⅊⅊EX. R/WEX. R/WEX. R/WEX. E/PEX. E/PGREGG DIVELBISS ANDDEENA L. DIVELBISSIN. 2009091501343403.432 ACRES8266 TRAILS END DRIVEPARCEL 273-0086478295 TRAILS END DRIVE PARCEL 273-009066 DANIEL JORDAN MIKEL AND SHANNON MIKEL IN. 201907050081432 1.287 ACRES TRAILS END DRIVE(50' R/W)EX. E/PEX. E/PEX. R/WEX. R/WSEP EX. INV=926.53' EX. INV=924.90' EX. INV=925.87' EX. CATCH BASIN GRATE=924.25' INV E=922.99' INV NW=922.88' EX. INV=924.69' EX. INV=923.08' EX. INV=924.55' EX. FIRE HYD.EX. INV=923.07'EX. INV=922.68'EX. INV=924.75'EX. INV=925.63' EX. FIRE HYD.EX. 8" WATER (81-005-RES)EX. 8" WATER (81-005-RES)EX. 8" WATER (81-005-RES)℄℄℄℄EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE EX. 12" RCP EX. 12" RCPEX. INV=924.78'EX. 12" CPPSB-3EX. ASPHALT DRIVE EX. ASPHALT D R I V E EX. ASPHALT DRIVE EX. CATCH BASINEX. 12 " RCP EX. 1 2 " S T M EX. 12" RCP EX. 12" RCP EX. 12" RCP E X . G R A V E L D R I V E EX. GRAVEL DRIVEEX. GRAVEL DRIVE 925925925925 925925923923924924 924924926 926926926 92692692 6 926927 927927 927927927928 928 930 927 928 929 931932932932MBMBMBMBMBMBWWW14+0015+0016+0017+0018+0019+0020+0021+0012" SAN12" SAN12" SAN12" R C P 15" RCP 12" RCP12" RCP12" RCP12" RCPDS3'Wx5'L ROCK CHANNEL PROTECTION3'Wx5'L ROCKCHANNEL PROTECTION93 1 93 0 92 9 92 8 9 2 79279289279269269279289293'Wx5'L ROCKCHANNEL PROTECTION465TPTPTPTPTPTPTPTP TP TPTPTPTPTP24"9"9"GP 18"6"16"19"14"12"SB8"10"8"6"24"18"15"5"4"4"EX. FF=928.11'±#8401EX. FF=929.25'±#8420EX. FF=928.98'±#8371XI WANG AND RUI LIUIN. 2021090101555311.750 ACRES8420 TRAILS END DRIVEPARCEL 273-008397DAVID A. BLISSENBACH, TRUSTEEOF THE DAVID A. BLISSENBACHFAMILY TRUST, DATED JUNE 19, 1996OR 32345 H-07PARCEL I8432 TRAILS END DRIVEPARCEL 273-008839LESLIE WEARSIN. 202010080154704IN. 2014080601020051.930 ACRES8401 TRAILS END DRIVEPARCEL 273-008644ROBERT B DANIELS ANDCHERLY E. DANIELSIN. 2010110201463481.287 ACRES8431 TRAILS END DRIVEPARCEL 273-009032EX. 4" PVCCONTROL POINTMAG NAIL SETN: 779793.99'E: 1801374.33'ELEV= 921.94'BM #4⅊⅊⅊⅊⅊⅊EX. R/W EX. R/WEX. E/PEX. E/PEX. E/PEX. E/PLAWRENCE A. CRANEAND DONNA M. CRANEIN. 2013040300545533.432 ACRES8370 TRAILS END DRIVEPARCEL 273-008645MICHAEL A. BUTASIN. 2015082101171933.432 ACRES8371 TRAILS END DRIVEPARCEL 273-008643TRAILS END DRIVE(50' R/W)EX. E/PEX. E/PEX. R/WEX. R/WEX. R/WEX. R/WEX. R/WEX. INV=921.26' EX. INV=920.59' EX. INV=917.80' EX. INV=918.00' EX. INV=918.27' EX. FIRE HYD. EX. FIRE HYD.EX. 8" WATER (81-005-RES)EX. 8" WATER (81-005-RES)℄℄EX. 12" CPPEX. 12" RCP EX. 12" R C P EX. WATERSERVICE EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE SB-2EX. A S P H A L T D R I V E EX. ASPHALT DRIVE EX. ASPHALT DRIVE EX. ASPHALT DRIVE EX. ASPHALT DRIVE EX. INV=924.18' EX. INV=925.11' EX. CONCRETE DRIVE 9 2 0 921 92 29239 2 4 920 919 9 2 192092192292 0 917 918919 920 925918 919 921 922 922 922 923 924 926925 922 923 924 926 926 927 927 928 928928929 929 9 2 9 929 9249238"8"11"9"10"10"10"24"12"12"16"12"15"12"10"GP18"14"14"E MBMBMBMBMBWW27+30.2622+0023+0024+0025+0026+0027+0012" SAN12" SAN15" RCP 12" RCP12" RCP12" RCPX3'Wx5'L ROCK CHANNEL PROTECTION 3'Wx5'L ROCK CHANNEL PROTECTION 93093 0 929 928 927 926 925 924 923 92 2922922 78TPTPTPTPTPTPTPT P TPTPTPT P TPTPTPTPTPTP DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 601530 MATCH LINE - STA: 21+50 SEE BELOW MATCH LINE - STA: 13+50 SEE SHEET 15 1645EROSION CONTROL PLAN MATCH LINE - STA: 21+00 SEE ABOVE PROPOSED EROSION CONTROL LEGENDDANDY SACK INLET PROTECTIONFILTER SOCKTREE PROTECTIONFILTER SOCKDSTPXREMOVE EXISTING TREEH:\Columbus\P\200761\001\_DWG\_Sheets\200761CERO001.dwg, 8/29/2022 12:49:41 PM, mcouvreur DANIEL I. SCHOENBERGERAND TERRI L. HARMONIN. 2004083102039298171 TRAILS END DRIVEPARCEL 273-008640THOMAS E. WANGLER ANDSUNNY L. WANGLERIN. 200604140070116TRACT 2 JEFFREY W. BINEK ANDMARIA D. BINEKIN. 2018080601050971.931 ACRES8170 TRAILS END DRIVEPARCEL 273-008863NICOLE PRICE AND ALAN PRICEIN. 2020073101114651.287 ACRES8120 TRAILS END DRIVEPARCEL 273-008870SB20"24"6"10"10"28"26"24"30"12"6"15"7"CHARLES E. LAMBERT ANDCHARLOTTE B. LAMBERTOR 5276 G-014100 SUMMIT VIEW ROADPARCEL 273-008866CHARLES E. LAMBERT ANDCHARLOTTE B. LAMBERTOR 5276 G-01TRAILS END DRIVEPARCEL 273-009087MB 30" W 8"10"4"4" 10"8"EX. FF=933.74'±#8205EX. FF=932.67'±#8171EX. FF=936.70'±#8170EX. FF=931.79'±#4100EX. FF=937.47'±#4040EX. 12" CPPEX. 12" CPP EX. 12 " RCP EX. 12" RCPEX. 12" CPPEX. 12" CPPTRAILS END DRIVE(50' R/W)CONTROL POINTMAG NAIL SETN: 777037.21'E: 1801434.30'ELEV= 936.70'D EX. STM MH RIM=928.66' INV 12" W=925.88' INV N=921.96' INV E=921.95' INV S=921.86' INV 15" W=921.58'⅊⅊⅊⅊⅊Z ⅊EX. R/WEX. R/WEX. R/WEX. R/WEX. R/W EX. R/W EX. R/W EX. 15" RCP EX. CB GRATE=926.12' WINDOW=925.01' INV E & N=923.32' INV W=923.23' EX. 12" RCPMICHAEL MCEWEN ANDELIZABETH ROBERTS MCEWENIN. 2017111601626184040 SUMMIT VIEW ROADPARCEL 273-008659SUMMIT VIEW ROAD (R/W VARIES) EX. FIRE HYD. EX. FIRE HYD.EX. 8" WATER (81-005-RES)EX. FIRE HYD. ℄℄℄EX. 12" WATER (74-007-CIP)EX. 12" WATER (74-007-CIP) EX. 8" WATER (81-005-RES) 8" WATER (81-005-RES)EX. WATERSERVICE EX. WATERSERVICE EX. WATER SERVICE EX. WATER SERVICE EX. 12" CPPINV=923.46'SB-5SBSB-9SBSB-11SBSB-10SB SB-12 EX. 25' UTILITYEASEMENT EX. CB GRATE=924.37' INV SE=922.64'WWWWWWEX. SAN SERVICE STUB EX. SAN SERVICE STUB EX. SAN SERVICE STUB 38"6"6"6"4"4"4"48"4"38"22"EX. INV=925.53'EX. 3" PVCEX. 12" SAN(CC-19211)EX. 12" SAN(CC-19211)161512" SAN0+001+002+003+004+005+006+007+008+006" SAN SERVICE6" SAN SERVICE11'CHERYL ANN MANDELLIN. 2017060200734431.287 ACRES8200 TRAILS END DRIVEPARCEL 273-00863912" RCP18" RCP12" RCP12" RCP2EX. 10" SAN (CC-19211) EX. 12" SAN (CC-19211)11113'12" RCP15" RCP15" RCP15" RCP12" SAN2PROP. E/PPROP. E/P12' 14'13.5'12'18" RCP 18" RCP23222625434THOMAS E. WANGLER ANDSUNNY L. WANGLERIN. 200604140070116TRACTS 1 AND 21.562 ACRES8205 TRAILS END DRIVEPARCEL 273-00879718" RCP18" RCP2427910920930940910920930940STATIONSURFACEINVERTCUT0+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+25928.16928.92926.70925.96926.66927.76929.37930.76932.16932.71932.36930.77929.29928.69928.26928.32930.37931.56906.0906.2906.3906.4906.5906.6906.8906.9907.1907.2907.3907.5907.6907.7907.8908.0908.1908.2INV IN=916.98 (10") E INV IN=906.08 (12") N INV OUT=905.98 (12") W EX. AA-S102 (4' DIA) RIM=928.16 STA. 0+00.00 2EX. 12" SAN @ 0.22%INV IN=906.84 (12") N INV OUT=906.74 (12") S EX. AA-S102 (4' DIA) RIM=929.37 STA. 3+00.00 15EX. 12" SAN @ 0.22%INV OUT=907.35 (12") S EX. AA-S102 (4' DIA) RIM=931.57 STA. 5+30.00 16172' - 12" SAN @ 0.22%PROPOSED GRADEPROPOSED GRADEEXISTING GRADEEXISTING GRADE22.222.720.419.620.121.122.623.825.125.525.123.321.721.020.420.322.223.4300' - 12" SAN@ 0.22%INV IN=907.93 (12") NINV OUT=907.83 (12") SAA-S102 (4' DIA)RIM=928.30STA. 7+04.47 16" SERVICESTA. 7+70.776" SERVICESTA. 6+88.376" SERVICESTA. 6+37.3218" STMINV=922.5512" SANINV IN=907.45BOTTOM OF SBELEV = 906.53BOTTOM OF SBELEV = 901.70BOTTOM OF SBELEV = 905.50BOTTOM OF SBELEV = 910.82SB-9 SB-5 SB-11 SB-10EX. 0.75"WATER SERVICEEX. 0.75"WATER SERVICEEX. 0.75"WATER SERVICE**STA. 5+30.00 ±18.26' ±13.53'±16.20'2ADJUST TO GRADERIM=931.42ADJUST TO GRADERIM=929.21EX. 18" STMINV=924.9015" STMINV=922.43±13.76' DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 601530 0 H V 20510SANITARY SEWER PLAN AND PROFILE1745MATCH LINE - STA: 8+25 SEE SHEET 18 NOTES:1.CONTRACTOR TO VERIFY LOCATION AND DEPTH OFALL EXISTING UTILITIES. IF IN CONFLICT WITHPROPOSED THEN LOWER/RELOCATE EXISTINGUTILITIES AS NECESSARY. EXERCISE EXTREMECAUTION WHEN EXCAVATINGODOT ITEM 304 COMPACTED GRANULAR MATERIAL(NO SLAG) OR ODOT ITEM 613, TYPE 2CODED NOTES6" SANITARY SERVICECONNECT TO EX. MANHOLESEE SHEET 33 FOR STORMSEWER PROFILESEE SHEET 35 FOR STORMSEWER PROFILE1234**H:\Columbus\P\200761\001\_DWG\_Sheets\200761CSAN001.dwg, 8/29/2022 12:50:22 PM, mcouvreur THOMAS E. WANGLER ANDSUNNY L. WANGLERIN. 200604140070116TRACTS 1 AND 21.562 ACRES8205 TRAILS END DRIVEPARCEL 273-008797CHERYL ANN MANDELLIN. 2017060200734431.287 ACRES8200 TRAILS END DRIVEPARCEL 273-00863917"7"SB25"28"6"17"8"8"25"26"32"36"36"22"28"16"36"8"6"40"12"12"12"15"12"30"BRIAN M. HIMES ANDALEASHA HIMESIN. 2014052900663673.432 ACRES8222 TRAILS END DRIVEPARCEL 273-008648JONATHAN F LUEDEKEAND TWYLA M LUEDEKEIN. 2017072501014941.930 ACRES8223 TRAILS END DRIVEPARCEL 273-008641KENT R. HAROZ ANDMOLLY E. HAROZIN. 2008020600187271.287 ACRES8245 TRAILS END DRIVEPARCEL 273-009133CHARLES M. CRYE ANDTERESA A. CRYEIN. 1998080702004771.910 ACRES8267 TRAILS END DRIVEPARCEL 273-008642EX. FF=938.99'±#8266EX. FF=933.30'±#8267EX. FF=931.74'±#8245EX. FF=938.65'±#8222EX. FF=935.91'±#8223EX. FF=933.74'±#8205EX. 4" VENT PIPE EX. 4" VENT PIPE EX. 4" CPP GREGG DIVELBISS ANDDEENA L. DIVELBISSIN. 2009091501343403.432 ACRES8266 TRAILS END DRIVEPARCEL 273-008647EX. 4" CMP ELEV= 929.46'BM #3⅊⅊⅊⅊⅊⅊EX. R/WEX. R/WEX. R/WEX. R/W1.287 ACRES TRAILS END DRIVE(50' R/W)SEP SEP EX. INV=932.67' EX. INV=930.02' EX. FIRE HYD.EX. 8" WATER (81-005-RES)EX. FIRE HYD.℄℄℄EX. 8" WATER (81-005-RES) EX. WATERSERVICEEX. WATERSERVICE EX. WATER SERVICE EX. WATER SERVICE SB-4EX. ASPHALT DRIVE EX. ASPHALT DRIVE EX. ASPHALT DRIVE EX. ASPHALT DRIVE EX. ASPHALT DRIVE EX. CONCRETE DRIVE EX. 4" CPP EX. WATER SERVICEWWS EX. WATER SERVICE 23"WS 2312" SAN12" SAN12" SAN9+0010+0011+0012+0013+0014+0015+0011' 11'12" RCP15" RCP12" RCP12" RCP12" RCP11111114'12'12'14'15'THOMAS E. WANGLER AND8205 TRAILS END DRIVE12" RCP910920930940910920930940STATIONSURFACEINVERTCUTEXISTING GRADE8+258+509+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+00931.56932.46933.86934.36933.70932.29931.15930.39929.87929.80930.17930.85931.37931.12930.02908.2908.3908.4908.5908.6908.8908.9909.0909.1909.2909.4909.6909.7909.8909.9280' - 12" SAN @ 0.22%INV IN=908.69 (12") N INV OUT=908.59 (12") S AA-S102 (4' DIA) RIM=933.70 STA. 10+04.47 2PROPOSED GRADEPROPOSED GRADE6" SERVICE STA. 11+30.40 6" SERVICE STA. 9+33.07 6" SERVICE STA. 9+09.07 6" SERVICE STA. 8+42.77 23.424.225.525.925.123.522.221.420.720.620.721.321.721.420.1300' - 12" SAN @ 0.22%INV IN=909.41 (12") N INV OUT=909.31 (12") S AA-S102 (4' DIA) RIM=930.09 STA. 12+84.47 3281' - 12" SAN @ 0.22%6" SERVICESTA. 14+05.036" SERVICESTA. 13+21.74 15" STMINV=927.45SB-4BOTTOM OF SBELEV = 914.90EX. 0.75"WATER SERVICEEX. 0.75"WATER SERVICE**±20.23' ±17.33' ±16.18'EX. 0.75"WATER SERVICE±15.29'EX. 12" STMINV=927.67DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 601530 0 H V 20510 MATCH LINE - STA: 15+00 SEE SHEET 19 MATCH LINE - STA: 8+25 SEE SHEET 17 1845SANITARY SEWER PLAN AND PROFILECODED NOTES6" SANITARY SERVICE1NOTES:1.CONTRACTOR TO VERIFY LOCATION ANDDEPTH OF ALL EXISTING UTILITIES. IF INCONFLICT WITH PROPOSED THENLOWER/RELOCATE EXISTING UTILITIES ASNECESSARY. EXERCISE EXTREMECAUTION WHEN EXCAVATINGODOT ITEM 304 COMPACTED GRANULARMATERIAL (NO SLAG) OR ODOT ITEM 613,TYPE 2**H:\Columbus\P\200761\001\_DWG\_Sheets\200761CSAN001.dwg, 8/29/2022 12:50:32 PM, mcouvreur 910920930940910920930940STATIONSURFACEINVERTCUTEXISTING GRADE15+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+00930.02928.55927.40926.23925.70925.79925.90926.40926.62926.66926.06924.72925.50909.9910.0910.2910.3910.4910.5910.6910.8911.0911.1911.2911.3911.4281' - 12" SAN@ 0.22%285' - 12" SAN @ 0.22%PROPOSED GRADE20.118.617.215.915.315.315.315.615.715.614.913.414.1INV IN=910.85 (12") N INV OUT=910.75 (12") S AA-S102 (4' DIA) RIM=927.09 STA. 18+50.00 5300' - 12" SAN @ 0.22%6" SERVICE STA. 18+69.62 6" SERVICE STA. 18+98.52 6" SERVICE STA. 17+82.08 6" SERVICE STA. 15+51.07 INV IN=910.12 (12") N INV OUT=910.02 (12") S AA-S102 (4' DIA) RIM=928.27 STA. 15+65.00 412" STMINV=923.0115" STMINV=922.76BOTTOM OF SBELEV = 906.33SB-3 EX. 0.75"WATER SERVICEEX. 0.75"WATER SERVICEEX. 0.75"WATER SERVICE**±13.61' ±11.58' ±9.51' ±9.98' ±10.42'EX. 12" STMINV=922.73EX. 12" STMINV=923.018"8"20"SB8"4"4"4"6"EX. FF=934 .41 '±#8320EX. FF=927.92'±EX. FF=928.70'±#8321EX. FF=931.60'±#8295DANIEL JORDAN MIKEL ANDSHANNON MIKELIN. 2019070500814321.287 ACRES8295 TRAILS END DRIVEPARCEL 273-009066JEFFREY M. SNEDDON ANDJO ELLEN SNEDDONIN. 2000022400372043.432 ACRES8320 TRAILS END DRIVEPARCEL 273-008646JAMES B. HAMILTON ANDDORIS D. HAMILTONDB 3355 PG 1538321 TRAILS END DRIVEPARCEL 273-008799ALEXANDER HOWEY ANDCARMEN HOWEYIN. 2021120202188081.287 ACRES8343 TRAILS END DRIVEPARCEL 273-008796MICHAEL A. BUTASIN. 2015082101171933.432 ACRES8371 TRAILS END DRIVEPARCEL 273-008643LAWRENCE A. CRANEAND DONNA M. CRANEIN. 2013040300545533.432 ACRES8370 TRAILS END DRIVEPARCEL 273-008645EX. 12 " RCP CONTROL POINT IRON PIN WITH TRAVERSE CAP N: 778562.51' E: 1801331.18' ELEV= 929.46'⅊⅊⅊⅊⅊⅊EX. R/WEX. R/WGREGG DIVELBISS ANDDEENA L. DIVELBISSIN. 2009091501343403.432 ACRES8266 TRAILS END DRIVEPARCEL 273-0086478295 TRAILS END DRIVE PARCEL 273-009066 DANIEL JORDAN MIKEL AND SHANNON MIKEL IN. 201907050081432 1.287 ACRES TRAILS END DRIVE(50' R/W)EX. R/WEX. R/WEX. CATCH BASIN GRATE=924.25' INV E=922.99' INV NW=922.88' EX. FIRE HYD. EX. FIRE HYD.EX. 8" WATER (81-005-RES)EX. 8" WATER (81-005-RES)EX. 8" WATER (81-005-RES)℄℄EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE SB-3#8343EX. CATCH BASINEX. 12 " RCP EX. 1 2 " S T M WWW4512" SAN12" SAN15+0016+0017+0018+0019+0020+0021+0011' 11'12" RCP12" RCP12" RCP12" RCP15" RCP111112" SAN14'15'14'12'12'12" RCP12" RCPDRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 601530 0 H V 20510 MATCH LINE - STA: 21+00 SEE SHEET 20 MATCH LINE - STA: 15+00 SEE SHEET 18 1945SANITARY SEWER PLAN AND PROFILECODED NOTES6" SANITARY SERVICE1NOTES:1.CONTRACTOR TO VERIFY LOCATION ANDDEPTH OF ALL EXISTING UTILITIES. IF INCONFLICT WITH PROPOSED THENLOWER/RELOCATE EXISTING UTILITIES ASNECESSARY. EXERCISE EXTREMECAUTION WHEN EXCAVATINGODOT ITEM 304 COMPACTED GRANULARMATERIAL (NO SLAG) OR ODOT ITEM 613,TYPE 2**H:\Columbus\P\200761\001\_DWG\_Sheets\200761CSAN001.dwg, 8/29/2022 12:50:41 PM, mcouvreur 910920930940910920930940STATIONSURFACEINVERTCUT21+0021+5022+0022+5023+0023+5024+0024+5025+0025+5026+0026+5027+0027+15925.50927.16928.82929.51930.02928.73926.49923.55921.67920.89921.40922.76922.44911.4911.6911.7911.8911.9912.1912.2912.3912.5912.6912.7912.8912.9913.014.115.617.117.718.116.714.311.29.28.38.79.99.5265' - 12" SAN @ 0.22%INV OUT=912.95 (12") SAA-S102 (4' DIA)RIM=922.34STA. 27+15.00 8PROPOSED GRADEEXISTING GRADEINV IN=912.37 (12") N INV OUT=912.27 (12") S AA-S102 (4' DIA) RIM=923.99 STA. 24+50.00 7300' - 12" SAN @ 0.22%INV IN=911.61 (12") N INV OUT=911.51 (12") S AA-S102 (4' DIA) RIM=927.78 STA. 21+50.00 66" SERVICE STA. 22+45.55 6" SERVICE STA. 22+59.02 6" SERVICE STA. 24+59.85 6" SERVICE STA. 25+00.01 6" SERVICESTA. 26+30.166" SERVICESTA. 27+05.0015" STMINV=917.84300' - 12" SAN@ 0.22%SB-2BOTTOM OF SBELEV = 909.87EX. 0.75"WATER SERVICEEX. 0.75"WATER SERVICEEX. 0.75"WATER SERVICE**±12.60' ±2.31' ±4.23' ±4.41'EX. 12" STMINV=917.8424"9"9"16"18"6"16"12"SB8"10"8"6"24"18"15"5"4"4"EX. FF=918.99'±#8431EX. FF=928.11'±#8401EX. FF=929.25'±#8420EX. FF=928.98'±#8371EX. FF=932.10'±#8370EX. 4" CPP (X2)XI WANG AND RUI LIUIN. 2021090101555311.750 ACRES8420 TRAILS END DRIVEPARCEL 273-008397DAVID A. BLISSENBACH, TRUSTEEOF THE DAVID A. BLISSENBACHFAMILY TRUST, DATED JUNE 19, 1996OR 32345 H-07PARCEL I8432 TRAILS END DRIVEPARCEL 273-008839LESLIE WEARSIN. 202010080154704IN. 2014080601020051.930 ACRES8401 TRAILS END DRIVEPARCEL 273-008644ROBERT B DANIELS ANDCHERLY E. DANIELSIN. 2010110201463481.287 ACRES8431 TRAILS END DRIVEPARCEL 273-009032EX. 4" PVCCONTROL POINTMAG NAIL SETN: 779793.99'E: 1801374.33'ELEV= 921.94'BM #4EX. INV (4")=926.16'⅊⅊⅊⅊⅊⅊EX. R/W EX. R/WLAWRENCE A. CRANEAND DONNA M. CRANEIN. 2013040300545533.432 ACRES8370 TRAILS END DRIVEPARCEL 273-008645MICHAEL A. BUTASIN. 2015082101171933.432 ACRES8371 TRAILS END DRIVEPARCEL 273-008643TRAILS END DRIVE(50' R/W)EX. R/WEX. R/WEX. R/WEX. R/WEX. R/WEX. INV=918.27' EX. FIRE HYD. EX. FIRE HYD.EX. 8" WATER (81-005-RES)EX. 8" WATER (81-005-RES)EX. 8" WATER (81-005-RES)℄℄℄EX. WATERSERVICEEX. WATERSERVICE EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE SB-28"8"11"9"10"10"10"24"12"12"16"12"15"12"10"E WW67812" SAN12" SAN27+1521+0022+0023+0024+0025+0026+0027+0011' 11'12" RCP12" RCP12" RCP15" RCP12" RCP11111112" SANPROP. R/WPROP. R/W14'20.84'15'15'24.18'11'14'EX. HOUSEFF=928.93'±#8432APPROXIMATELY 233' EAST OF R/W12" RCPDRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 601530 0 H V 20510 MATCH LINE - STA: 21+00 SEE SHEET 19 2045SANITARY SEWER PLAN AND PROFILECODED NOTES6" SANITARY SERVICE1NOTES:1.CONTRACTOR TO VERIFY LOCATION ANDDEPTH OF ALL EXISTING UTILITIES. IF INCONFLICT WITH PROPOSED THENLOWER/RELOCATE EXISTING UTILITIES ASNECESSARY. EXERCISE EXTREMECAUTION WHEN EXCAVATINGODOT ITEM 304 COMPACTED GRANULARMATERIAL (NO SLAG) OR ODOT ITEM 613,TYPE 2**PROPERTY DOESNOT HAVE GRAVITYSERVICE TOBASEMENTH:\Columbus\P\200761\001\_DWG\_Sheets\200761CSAN001.dwg, 8/29/2022 12:50:50 PM, mcouvreur DANIEL I. SCHOENBERGERAND TERRI L. HARMONIN. 2004083102039298171 TRAILS END DRIVEPARCEL 273-008640THOMAS E. WANGLER ANDSUNNY L. WANGLERIN. 200604140070116TRACT 2 THOMAS E. WANGLER ANDCHERYL ANN MANDELL8200 TRAILS END DRIVEJEFFREY W. BINEK ANDMARIA D. BINEKIN. 2018080601050971.931 ACRES8170 TRAILS END DRIVEPARCEL 273-008863NICOLE PRICE AND ALAN PRICEIN. 2020073101114651.287 ACRES8120 TRAILS END DRIVEPARCEL 273-008870SB20"24"6"10"10"28"26"26"12"36"24"30"45"6"24"12"6"15"17"7"8"27"CHARLES E. LAMBERT ANDCHARLOTTE B. LAMBERTOR 5276 G-014100 SUMMIT VIEW ROADPARCEL 273-008866CHARLES E. LAMBERT ANDCHARLOTTE B. LAMBERTOR 5276 G-01TRAILS END DRIVEPARCEL 273-0090878"10"12" MB 30" WEX. FF=933.74'±#8205EX. FF=932.67'±#8171EX. FF=936.70'±#8170EX. FF=931.79'±#4100EX. FF=937.47'±#4040EX. ROCK EX. 12" CPPEX. 12" CPP EX. 12 " RCP EX. 12" RCPEX. 12" CPPEX. 12" CPP18" CPPTRAILS END DRIVE(50' R/W)CONTROL POINTMAG NAIL SETN: 777037.21'E: 1801434.30'ELEV= 936.70'D EX. STM MH RIM=928.66' INV 12" W=925.88' INV N=921.96' INV E=921.95' INV S=921.86' INV 15" W=921.58'⅊⅊⅊⅊⅊Z ⅊EX. R/WEX. R/WEX. R/WEX. R/WEX. R/W EX. R/W EX. R/W EX. E/P EX. E/P EX. E/P EX. E/P EX. C&GEX. C&GEX. E/PEX. E/PEX. E/PEX. E/PEX. E/PEX. E/PEX. 15" RCP EX. CB GRATE=926.12' WINDOW=925.01' INV E & N=923.32' INV W=923.23' EX. 12" RCPMICHAEL MCEWEN ANDELIZABETH ROBERTS MCEWENIN. 2017111601626184040 SUMMIT VIEW ROADPARCEL 273-008659SUMMIT VIEW ROAD (R/W VARIES) EX. CATCH BASINGRATE=928.65'INV SE=926.00'INV N=926.00'EX. INV=927.40' EX. FIRE HYD. EX. CATCH BASINGRATE=927.50'INV=925.15'EX. INV (18" RCP)=925.35'EX. INV=924.82'EX. INV=927.13' EX. FIRE HYD.EX. 8" WATER (81-005-RES)EX. FIRE HYD. ℄℄℄EX. 12" WATER (74-007-CIP)EX. 12" WATER (74-007-CIP) EX. 8" WATER (81-005-RES) 8" WATER (81-005-RES)EX. WATERSERVICE EX. WATERSERVICE EX. WATER SERVICE EX. WATER SERVICE EX. 12" CPPINV=923.46'EX. 18" CPPEX. INV=928.93'SB-5SBSB-9SBSB-11SBSB-10SB SB-12 EX. ASPHALT DRIVE EX. ASPHALTDRIVEEX. ASPHALTDRIVEEX. INV=926.72'EX. INV=926.75'EX. 25' UTILITYEASEMENT EX. CONCRETE DRIVE EX. GRAVELDRIVE EX. CB GRATE=924.37' INV SE=922.64' EX. 10" RCPEX. 4" CMP EX. 18" RCPEX. INV=923.64' EX. WATERSERVICEMBMBMB WMBWWWWWEX. SAN SERVICE STUB EX. SAN SERVICE STUB EX. SAN SERVICE STUB 38"6"6"6"4"4"4"48"4"38"22"EX. INV=920.92'(BLOWOUT)EX. INV=925.53'EX. 10" VCPEX. 3" PVCEX. BURIED 10"VCPEX. INV=923.48'EX. 12" VCPEX. FF=923.90'±PROP. E/PPROP. ℄LEFT DITCHEX. 12" SAN(CC19211)EX. 12" SAN(CC19211)161525'25' 25'25'PROP.GRADINGLIMITS0+001+002+003+004+005+006+007+008+0012" SAN18" RCP12" RCP12" RCP12" RCP2EX. 12" SAN (CC19211)EX. 10" SAN (CC19211) 10'12" SAN13'PROP. ℄RIGHT DITCHPROP. E/PPROP.GRADINGLIMITSPROP.GRADINGLIMITSPROP.GRADINGLIMITS10' 10'10'12" RCP18" RCP18" RCP1 512133414CHERYL ANN MANDELLIN. 2017060200734431.287 ACRES8200 TRAILS END DRIVEPARCEL 273-008639THOMAS E. WANGLER ANDSUNNY L. WANGLERIN. 200604140070116TRACTS 1 AND 21.562 ACRES8205 TRAILS END DRIVEPARCEL 273-008797776991011111213141431915151516CHARLES E. LAMBERT ANDCHARLOTTE B. LAMBERTOR 5276 G-014100 SUMMIT VIEW ROADPARCEL 273-00886617171852625232215545MICHAEL MCEWEN ANDELIZABETH ROBERTS MCEWENIN. 2017111601626184040 SUMMIT VIEW ROADPARCEL 273-008659W14-2 STA: 0+53 R2-1 STA: 1+56 (REMOVE & REUSE EX. SIGN)STA: 0+40.31OFF: 14.50LR1-1STA:0+40(REMOVE &REUSE EX.SIGN)20FUTURE DRIVEWAY FOR 8120TRAILS END DRIVE. EXACTDRIVEWAY LIMITS TO BEDETERMINED BY CITY ENGINEER2427115" RCP910920930940910920930940STATIONPROFILE GRADERIGHT DITCHLEFT DITCHEXISTING GRADE0+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+00929.02927.21926.57926.97927.89929.60931.25932.51933.41933.03931.77929.99929.18928.75928.74930.25932.70EXISTING GRADESB-9 SB-5 SB-11 SB-10BOTTOM OF SBELEV = 910.82BOTTOM OF SBELEV = 905.50BOTTOM OF SBELEV = 901.70BOTTOM OF SBELEV = 906.53PVI STA: 4+12.88PVI ELEV: 934.48AD: -6.25%K: 19.00LVC: 118.68'BVCS: 3+53.54 BVCE: 932.70 EVCS: 4+72.22 EVCE: 932.55 HIGH PT. STA: 4+10.47HIGH PT ELEV: 933.554.00%±-4.50%±3.00%±-3.25%±GRADE BREAK STA = 0+12.69 ELEV = 928.76PVI STA: 6+52.59PVI ELEV: 926.69AD: 7.25%K: 26.00LVC: 188.50'BVCS: 5+58.34BVCE: 929.75EVCS: 7+46.84EVCE: 930.46 LOW PT. STA: 6+42.84LOW PT ELEV: 928.38PVI STA: 0+96.43PVI ELEV: 924.99AD: 7.50%K: 21.00LVC: 157.42'BVCS: 0+17.72 BVCE: 928.54 EVCS: 1+75.14 EVCE: 927.35 LOW PT. STA: 1+12.22LOW PT ELEV: 926.41925.44923.78925.33926.83927.92928.87930.96931.53931.67930.17928.67928.55927.95927.74929.74930.7818" RCPINV=923.34RIGHT DITCHRIGHT DITCHPROPOSED GRADE926.70925.80925.60926.50927.40929.79931.16932.56931.67930.00928.06927.00925.97925.59928.85931.61LEFT DITCHLEFT DITCH15" RCPINV=922.55DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 601530 0 H V 20510 MATCH LINE - STA: 8+00 SEE SHEET 22 2145TRAILS END DRIVE PLAN AND PROFILE DEMOLITION LEGENDCODED NOTESREMOVE EXISTING TREE.REMOVE EXISTING STUMP.REMOVE EXISTING LANDSCAPING WITHINPROP. GRADING LIMITS.CAREFULLY PRUNE EXISTING ROOTS WITHINDISTURBANCE LIMITS. ALL PRUNING SHALLBE DONE IN THE PRESENCE OF THE CITY'SARBORIST.CAREFULLY PRUNE OVERHANGING LIMBSTHAT CONFLICT WITH CONSTRUCTIONACTIVITIES. ALL PRUNING SHALL BE DONE INTHE PRESENCE OF THE CITY'S ARBORIST.REMOVE EXISTING GRAVEL DRIVE ANDREPLACE WITH ASPHALT. SEE DETAIL 2,SHEET 4REMOVE AND REPLACE EXISTING ASPHALTDRIVE. SEE DETAIL 2, SHEET 4REMOVE AND REPLACE EXISTING CONCRETEDRIVE. SEE DETAIL 3, SHEET 412345678REMOVE EXISTING TREEREMOVE AND REPLACE TRAILS END DRIVE.SEE DETAIL 1, SHEET 4REMOVE AND REPLACE EXISTING ROADWAYCULVERT.REMOVE AND REPLACE EXISTING DRIVEWAYCULVERT.ADJUST VALVE BOX TO GRADE PER ITEM 807.ADJUST CURB BOX TO GRADE PER ITEM 807.REMOVE AND RESET EXISTING MAILBOX.REMOVE AND REPLACE EXISTING STORMSEWER.EXISTING ROCK SLABS ALONG DRIVEWAYWITHIN WORK LIMITS TO BE CAREFULLYREMOVED, SALVAGED, AND RETURNED TOOWNER OF 8170 TRAILS END DRIVE FOROWNER TO USE.REMOVE AND REPLACE EXISTING CURB ANDGUTTERREMOVE AND REPLACE EXISTING ADA RAMPAND SHARED USE PATH, SEE SHEET 31REMOVE 12 LF OF EXISTING 12" PIPE ANDREPLACE WITH FLARED END SECTION AND 5LF OF 12" STMSAWCUT EDGE OF CONCRETE 2' OFFPROPOSED E/P AND REPLACE WITH FULLDEPTH ASPHALT91011121314151617181920SAW CUT EXISTING PAVEMENTH:\Columbus\P\200761\001\_DWG\_Sheets\200761CPNP001.dwg, 8/29/2022 12:51:34 PM, mcouvreur THOMAS E. WANGLER ANDSUNNY L. WANGLERIN. 200604140070116TRACTS 1 AND 21.562 ACRES8205 TRAILS END DRIVEPARCEL 273-008797CHERYL ANN MANDELLIN. 2017060200734431.287 ACRES8200 TRAILS END DRIVEPARCEL 273-00863919"SB25"28"6"17"8"25"26"32"36"36"22"28"16"36"8"6"40"12"12"12"12"24"15"12"30"BRIAN M. HIMES ANDALEASHA HIMESIN. 2014052900663673.432 ACRES8222 TRAILS END DRIVEPARCEL 273-008648JONATHAN F LUEDEKEAND TWYLA M LUEDEKEIN. 2017072501014941.930 ACRES8223 TRAILS END DRIVEPARCEL 273-008641KENT R. HAROZ ANDMOLLY E. HAROZIN. 2008020600187271.287 ACRES8245 TRAILS END DRIVEPARCEL 273-009133CHARLES M. CRYE ANDTERESA A. CRYEIN. 1998080702004771.910 ACRES8267 TRAILS END DRIVEPARCEL 273-008642EX. FF=931.60'±EX. FF=938.99'±#8266EX. FF=933.30'±#8267EX. FF=931.74'±#8245EX. FF=938.65'±#8222EX. FF=935.91'±#8223EX. 4" VENT PIPE EX. 4" VENT PIPE EX. 4" CPP GREGG DIVELBISS ANDDEENA L. DIVELBISSIN. 2009091501343403.432 ACRES8266 TRAILS END DRIVEPARCEL 273-008647EX. 4" CMP CONTROL POINTIRON PIN WITHTRAVERSE CAPN: 778562.51'E: 1801331.18'ELEV= 929.46'BM #3⅊⅊⅊⅊⅊⅊EX. R/WEX. R/WEX. R/WEX. R/WEX. E/PEX. E/PEX. E/P8295 TRAILS END DRIVEPARCEL 273-009066DANIEL JORDAN MIKEL ANDSHANNON MIKELIN. 2019070500814321.287 ACRES TRAILS END DRIVE(50' R/W)SEP SEP EX. INV=932.67' EX. INV=930.02' EX. INV=928.23' EX. INV=927.41' EX. INV=927.31' EX. INV=927.91' EX. INV=929.05'EX. INV=929.48' EX. FIRE HYD.EX. 8" WATER (81-005-RES)EX. FIRE HYD.℄℄℄EX. 8" WATER (81-005-RES) EX. WATERSERVICE EX. WATERSERVICEEX. WATERSERVICE EX. WATER SERVICE EX. WATER SERVICE 8" METAL EX. INV=932.74' EX. INV=932.75'EX. 12" CPPEX. 12" RCP SB-4EX. ASPHALT DRIVE EX. ASPHALT DRIVE EX. ASPHALT DRIVE EX. ASPHALT DRIVE EX. ASPHALT DRIVE EX. INV=929.22' EX. INV=929.61' EX. 12" RCP EX. 6" CMP EX. CONCRETE DRIVE EX. E/PEX. 4" CPP EX. WATER SERVICEMBMBMBMBMBMBWWWS EX. WATER SERVICE 23"WS 25'25'8+009+0010+0011+0012+0013+0014+0015+00312" SAN12" SAN12" SAN15" RCP12" RCP12" RCP12" RCP12" RCP10' 25'25' 10'PROP. E/PPROP. ℄LEFT DITCHPROP. ℄ RIGHT DITCHPROP. E/PPROP.GRADINGLIMITSPROP.GRADINGLIMITSPROP.GRADINGLIMITSPROP.GRADINGLIMITS10' 10'141414141414131212101111119987777723244444444144555555554545454555452910920930940910920930940STATIONPROFILE GRADERIGHT DITCHLEFT DITCHEXISTING GRADE8+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+00932.70934.19934.91934.26932.82931.73930.74930.21930.09930.27930.90931.50931.62930.65929.16EXISTING GRADEPVI STA: 11+56.75PVI ELEV: 929.06AD: 3.80%K: 60.00LVC: 228.00'BVCS: 10+42.75 BVCE: 931.91 EVCS: 12+70.75EVCE: 930.55 LOW PT. STA: 11+92.75LOW PT ELEV: 930.04-3.00%±1.30%±-2.50%±PVI STA: 13+98.20PVI ELEV: 932.20AD: -4.30%K: 19.00LVC: 81.70'BVCS: 13+57.35BVCE: 931.67EVCS: 14+39.05EVCE: 930.98 HIGH PT. STA: 13+82.05HIGH PT ELEV: 931.83PVI STA: 8+83.10PVI ELEV: 935.91AD: -6.50%K: 19.00LVC: 123.50'BVCS: 8+21.35 BVCE: 933.44 EVCS: 9+44.85 EVCE: 934.36 HIGH PT. STA: 8+97.35HIGH PT ELEV: 934.96930.78932.34934.16933.29932.41931.18928.51927.95929.18929.88930.58930.84931.09930.28928.77931.61933.00933.50933.41932.11930.81929.51927.66927.75928.14928.68930.12930.26929.18927.6815" RCPINV=927.514.00%±LEFT DITCHLEFT DITCHRIGHT DITCHRIGHT DITCHBOTTOM OF SBELEV = 914.90SB-4PROPOSED GRADEDRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 601530 0 H V 20510 MATCH LINE - STA: 15+00 SEE SHEET 23 MATCH LINE - STA: 8+00 SEE SHEET 21 2245TRAILS END DRIVE PLAN AND PROFILE DEMOLITION LEGENDCODED NOTESREMOVE EXISTING TREE.REMOVE EXISTING STUMP.REMOVE EXISTING LANDSCAPING WITHINPROP. GRADING LIMITS.CAREFULLY PRUNE EXISTING ROOTS WITHINDISTURBANCE LIMITS. ALL PRUNING SHALLBE DONE IN THE PRESENCE OF THE CITY'SARBORIST.CAREFULLY PRUNE OVERHANGING LIMBSTHAT CONFLICT WITH CONSTRUCTIONACTIVITIES. ALL PRUNING SHALL BE DONE INTHE PRESENCE OF THE CITY'S ARBORIST.NOT USED.REMOVE AND REPLACE EXISTING ASPHALTDRIVE. SEE DETAIL 2, SHEET 4REMOVE EXISTING GRAVEL DRIVE ANDREPLACE WITH CONCRETE. SEE DETAIL 3,SHEET 4REMOVE AND REPLACE TRAILS END DRIVE.SEE DETAIL 1, SHEET 4REMOVE AND REPLACE EXISTING ROADWAYCULVERT.REMOVE AND REPLACE EXISTING DRIVEWAYCULVERT.ADJUST VALVE BOX TO GRADE PER ITEM 807.ADJUST CURB BOX TO GRADE PER ITEM 807.REMOVE AND RESET EXISTING MAILBOX.1234567891011121314REMOVE EXISTING TREESAW CUT EXISTING PAVEMENTH:\Columbus\P\200761\001\_DWG\_Sheets\200761CPNP001.dwg, 8/29/2022 12:51:47 PM, mcouvreur 910920930940910920930940STATIONPROFILE GRADERIGHT DITCHLEFT DITCHEXISTING GRADE15+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+50929.16927.89926.93926.51926.47926.68927.21927.53927.40927.26925.81926.01927.60929.223.25%±-3.35%±0.90%±PVI STA: 19+20.22PVI ELEV: 928.25AD: -4.25%K: 12.00LVC: 51.05'BVCS: 18+94.70 BVCE: 928.02 EVCS: 19+45.74 EVCE: 927.39 HIGH PT. STA: 19+05.50HIGH PT ELEV: 928.07PVI STA: 20+18.16PVI ELEV: 924.96AD: 6.60%K: 17.00LVC: 112.27'BVCS: 19+62.03BVCE: 926.85EVCS: 20+74.29EVCE: 926.79 LOW PT. STA: 20+19.04LOW PT ELEV: 925.89PVI STA: 16+20.09PVI ELEV: 925.55AD: 3.90%K: 60.00LVC: 234.00'BVCS: 15+03.09 BVCE: 929.06 EVCS: 17+37.09 EVCE: 926.60 LOW PT. STA: 16+83.09LOW PT ELEV: 926.36928.77927.27925.77923.19924.12924.46926.22926.72927.22926.38925.22924.69925.37928.30927.68925.60924.73924.29925.09925.47925.84926.22926.56925.60924.10924.32926.32928.1215" RCPINV=922.8712" RCPINV=923.04-3.00%±RIGHT DITCHRIGHT DITCHLEFT DITCHLEFT DITCHSB-3BOTTOM OF SBELEV = 906.33PROPOSED GRADEPROPOSED GRADE4"8"8"20"SB8"4"4"4"16"17"6"EX. FF=934 .41 '±#8320EX. FF=927.92'±EX. FF=928.70'±#8321EX. FF=931.60'±#8295EX. 4" CPP (X2)DANIEL JORDAN MIKEL ANDSHANNON MIKELIN. 2019070500814321.287 ACRES8295 TRAILS END DRIVEPARCEL 273-009066JEFFREY M. SNEDDON ANDJO ELLEN SNEDDONIN. 2000022400372043.432 ACRES8320 TRAILS END DRIVEPARCEL 273-008646JAMES B. HAMILTON ANDDORIS D. HAMILTONDB 3355 PG 1538321 TRAILS END DRIVEPARCEL 273-008799ALEXANDER HOWEY ANDCARMEN HOWEYIN. 2021120202188081.287 ACRES8343 TRAILS END DRIVEPARCEL 273-008796MICHAEL A. BUTASIN. 2015082101171933.432 ACRES8371 TRAILS END DRIVEPARCEL 273-008643LAWRENCE A. CRANEAND DONNA M. CRANEIN. 2013040300545533.432 ACRES8370 TRAILS END DRIVEPARCEL 273-008645EX. 12 " RCP EX. INV (4")=926.16'⅊⅊⅊⅊⅊EX. R/WEX. R/WEX. E/PEX. E/PGREGG DIVELBISS ANDDEENA L. DIVELBISSIN. 2009091501343403.432 ACRES8266 TRAILS END DRIVEPARCEL 273-008647TRAILS END DRIVE(50' R/W)EX. E/PEX. E/PEX. R/WEX. R/WEX. INV=926.53' EX. INV=924.90' EX. INV=925.87' EX. CATCH BASIN GRATE=924.25' INV E=922.99' INV NW=922.88' EX. INV=924.69' EX. INV=923.08' EX. INV=924.55' EX. FIRE HYD.EX. INV=923.07'EX. INV=922.68'EX. INV=924.75'EX. INV=925.63' EX. FIRE HYD.EX. 8" WATER (81-005-RES)EX. 8" WATER (81-005-RES)EX. 8" WATER (81-005-RES)℄℄℄EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE EX. 12" RCP EX. 12" RCPEX. INV=924.78'EX. 12" CPPSB-3EX. ASPHALT D R I V E EX. ASPHALT DRIVE #8343EX. CATCH BASINEX. 12 " RCP EX . 1 2 " S T M EX. 12" RCP EX. 12" RCP EX. 12" RCP E X . G R A V E L D R I V E EX. GRAVEL DRIVEEX. GRAVEL DRIVE MBMBMBMBMBWW25'25'15+0016+0017+0018+0019+0020+0021+0046512" SAN12" SAN12" R C P 15" RCP 12" RCP12" RCP12" RCP12" RCP10' 25'25' 10'PROP. E/PPROP. ℄LEFT DITCHPROP.GRADINGLIMITSPROP.GRADINGLIMITSPROP.GRADINGLIMITSPROP. E/PPROP. ℄RIGHT DITCHPROP.GRADINGLIMITS10' 10'101111111112121414141414998877811161536145454545R2-1 STA: 18+35 DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 601530 0 H V 20510 MATCH LINE - STA: 21+50 SEE SHEET 24 MATCH LINE - STA: 15+00 SEE SHEET 22 2345TRAILS END DRIVE PLAN AND PROFILE DEMOLITION LEGENDCODED NOTESREMOVE EXISTING TREE.NOT USED.REMOVE EXISTING LANDSCAPING WITHINPROP. GRADING LIMITS.CAREFULLY PRUNE EXISTING ROOTS WITHINDISTURBANCE LIMITS. ALL PRUNING SHALLBE DONE IN THE PRESENCE OF THE CITY'SARBORIST.CAREFULLY PRUNE OVERHANGING LIMBSTHAT CONFLICT WITH CONSTRUCTIONACTIVITIES. ALL PRUNING SHALL BE DONE INTHE PRESENCE OF THE CITY'S ARBORIST.EXISTING DECORATIVE STONES IN EXISTINGRIGHT-OF-WAY TO BE CAREFULLY REMOVED,SALVAGED, AND RETURNED TO OWNER OF8370 TRAILS END DRIVE FOR OWNER TO USE.REMOVE AND REPLACE EXISTING ASPHALTDRIVE. SEE DETAIL 2, SHEET 4REMOVE EXISTING GRAVEL DRIVE ANDREPLACE WITH ASPHALT. SEE DETAIL 2,SHEET 4REMOVE AND REPLACE TRAILS END DRIVE.SEE DETAIL 1, SHEET 4REMOVE AND REPLACE EXISTING ROADWAYCULVERT.REMOVE AND REPLACE EXISTING DRIVEWAYCULVERT.ADJUST VALVE BOX TO GRADE PER ITEM 807.ADJUST CURB BOX TO GRADE PER ITEM 807.REMOVE AND RESET EXISTING MAILBOX.REMOVE EXISTING 4" CPP TO PROPOSEDDITCH FLOW LINE AND DAYLIGHT TO DITCH.CAREFULLY REMOVE AND SALVAGEEXISTING GROUND LIGHTS. RETURN TOOWNER OF 8321 TRAILS END DRIVE FOROWNER TO REINSTALL.12345678910111213141516REMOVE EXISTING TREESAW CUT EXISTING PAVEMENTH:\Columbus\P\200761\001\_DWG\_Sheets\200761CPNP001.dwg, 8/29/2022 12:51:56 PM, mcouvreur 910920930940910920930940STATIONPROFILE GRADERIGHT DITCHLEFT DITCHEXISTING GRADE21+5022+0022+5023+0023+5024+0024+5025+0025+5026+0026+5027+0027+30.26929.22930.07930.46929.39927.25924.66922.25921.32921.48922.59922.88922.16921.21EXISTING GRADE2.25%±-5.00%±-1.28%±-1.56%±-18.10%±928.30929.18929.21928.21926.05922.54921.79918.81920.46921.86922.36928.12928.62929.12928.32924.93922.41920.04918.84919.92921.92922.12PVI STA: 26+26.17PVI ELEV: 923.21AD: -3.53%K: 12.00LVC: 42.36'BVCS: 26+04.99 BVCE: 922.73 EVCS: 26+47.35EVCE: 922.94 HIGH PT. STA: 26+31.99HIGH PT ELEV: 923.03PVI STA: 22+45.97PVI ELEV: 932.37AD: -8.25%K: 21.00LVC: 173.25'BVCS: 21+59.35 BVCE: 929.55 EVCS: 23+32.60 EVCE: 928.04 HIGH PT. STA: 22+27.60HIGH PT ELEV: 930.66PVI STA: 24+90.32PVI ELEV: 920.15AD: 7.25%K: 17.00LVC: 123.25'BVCS: 24+28.69 BVCE: 923.23 EVCS: 25+51.94 EVCE: 921.54 LOW PT. STA: 25+13.69LOW PT ELEV: 921.1115" RCPINV=917.903.25%±GRADE BREAKSTA = 27+13.26ELEV = 922.09GRADE BREAKSTA = 27+22.26ELEV = 921.95GRADE BREAKSTA = 27+24.70ELEV = 921.51 RIGHT DITCHRIGHT DITCHLEFT DITCHLEFT DITCHBOTTOM OF SBELEV = 909.87SB-2PROPOSED GRADE24"9"9"GP 18"6"16"19"14"12"SB8"10"8"6"24"18"15"5"4"4"#8432EX. FF=918.99'±#8431EX. FF=928.11'±#8401EX. FF=929.25'±#8420EX. FF=928.98'±#8371EX. FF=932.10'±#8370XI WANG AND RUI LIUIN. 2021090101555311.750 ACRES8420 TRAILS END DRIVEPARCEL 273-008397DAVID A. BLISSENBACH, TRUSTEEOF THE DAVID A. BLISSENBACHFAMILY TRUST, DATED JUNE 19, 1996OR 32345 H-07PARCEL I8432 TRAILS END DRIVEPARCEL 273-008839LESLIE WEARSIN. 202010080154704IN. 2014080601020051.930 ACRES8401 TRAILS END DRIVEPARCEL 273-008644ROBERT B DANIELS ANDCHERLY E. DANIELSIN. 2010110201463481.287 ACRES8431 TRAILS END DRIVEPARCEL 273-009032EX. 4" PVCCONTROL POINTMAG NAIL SETN: 779793.99'E: 1801374.33'ELEV= 921.94'BM #4⅊⅊⅊⅊⅊⅊EX. R/W EX. R/WEX. E/PEX. E/PEX. E/PEX. E/PLAWRENCE A. CRANEAND DONNA M. CRANEIN. 2013040300545533.432 ACRES8370 TRAILS END DRIVEPARCEL 273-008645MICHAEL A. BUTASIN. 2015082101171933.432 ACRES8371 TRAILS END DRIVEPARCEL 273-008643TRAILS END DRIVE(50' R/W)EX. E/PEX. E/PEX. R/WEX. R/WEX. R/WEX. R/WEX. R/WEX. INV=921.26' EX. INV=920.59' EX. INV=917.80' EX. INV=918.00' EX. INV=918.27' EX. FIRE HYD. EX. FIRE HYD.EX. 8" WATER (81-005-RES)EX. 8" WATER (81-005-RES)℄℄EX. 12" CPPEX. 12" RCP EX. 12" R C P EX. WATERSERVICEEX. WATERSERVICE EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE EX. WATER SERVICE SB-2EX. A S P H A L T D R I V E EX. ASPHALT DRIVE EX. ASPHALT DRIVE EX. ASPHALTDRIVE EX. ASPHALT DRIVE EX. FF=928.93'±EX. INV=924.18' EX. INV=925.11' EX. CONCRETE DRIVE8"8"11"9"10"10"10"24"12"12"16"12"15"12"10"GP18"14"14"E MBMBMBMBMBWW25'25' 25'25'27+30.2622+0023+0024+0025+0026+0027+007812" SAN12" SAN15" RCP 12" RCP12" RCP12" RCP10' 10'PROP.GRADINGLIMITSPROP.GRADINGLIMITSPROP. E/PPROP. E/P10' 10'18'R25'R25'14'8'14'10'35'35'21316171877778997101111111312122141414141411545454545454545DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 601530 0 H V 20510 MATCH LINE - STA: 21+00 SEE SHEET 23 TRAILS END DRIVE PLAN AND PROFILE2445 DEMOLITION LEGENDCODED NOTESREMOVE EXISTING TREE.REMOVE EXISTING STUMP.EXISTING MULTISTEM TREE TO REMAIN.CAREFULLY PRUNE EXISTING ROOTS WITHINDISTURBANCE LIMITS. ALL PRUNING SHALLBE DONE IN THE PRESENCE OF THE CITY'SARBORIST.CAREFULLY PRUNE OVERHANGING LIMBSTHAT CONFLICT WITH CONSTRUCTIONACTIVITIES. ALL PRUNING SHALL BE DONE INTHE PRESENCE OF THE CITY'S ARBORIST.NOT USED.REMOVE AND REPLACE EXISTING ASPHALTDRIVE. SEE DETAIL 2, SHEET 4REMOVE AND REPLACE EXISTING CONCRETEDRIVE. SEE DETAIL 3, SHEET 4REMOVE AND REPLACE TRAILS END DRIVE.SEE DETAIL 1, SHEET 4REMOVE AND REPLACE EXISTING ROADWAYCULVERT.REMOVE AND REPLACE EXISTING DRIVEWAYCULVERT.ADJUST VALVE BOX TO GRADE PER ITEM 807.ADJUST CURB BOX TO GRADE PER ITEM 807.REMOVE AND RESET EXISTING MAILBOX.OM4-3-18 END OF ROADWAY BARRICADESIGNAGE PER STD DWG 2190.CAREFULLY REMOVE AND SALVAGEEXISTING ENTRY POSTS WITH LIGHTS. SEENOTES ON SHEET 31.REMOVE EXISTING GUARDRAIL.EXISTING LIMESTONE ROCK SLABS INEXISTING RIGHT-OF-WAY TO BE CAREFULLYREMOVED, SALVAGED, AND PLACED ON THEPROPERTY OF 8432 TRAILS END DRIVE ATTHE LOCATION SELECTED BY THE OWNER.SLABS TO BE PLACED A SEVERALLOCATIONS.123456789101112131415161718REMOVE EXISTING TREESAW CUT EXISTING PAVEMENTH:\Columbus\P\200761\001\_DWG\_Sheets\200761CPNP001.dwg, 8/29/2022 12:52:07 PM, mcouvreur 0+5091592092593091592092593001020304050010203040501+0091592092593091592092593001020304050010203040501+5091592092593091592092593001020304050010203040502+0091592092593091592092593001020304050010203040502+5091592092593091592092593001020304050010203040503+0092092593093592092593093501020304050010203040503+5092092593093592092593093501020304050010203040504+0092092593093592092593093501020304050010203040504+5092092593093592092593093501020304050010203040505+009209259309359209259309350102030405001020304050927.2927.33926.6926.45927.0926.75927.9928.10929.6929.60931.2931.09932.5932.59933.4933.52933.0933.14931.8931.64E/P=929.44E/P=929.44E/P=927.94E/P=927.94E/P=926.59E/P=926.59E/P=926.29E/P=926.29 =925.60 =925.24 =926.50 =926.83 =927.40 =927.92 =928.87 =931.16 =931.04 =932.35 =931.67 =931.67 =930.00 =930.17 E/P=930.94 E/P=930.94 E/P=932.44 E/P=932.44 E/P=933.37 E/P=933.37 E/P=932.98 E/P=932.98 E/P=931.49 E/P=931.49 EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄EX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATER=926.70 =925.44 E/P=927.18E/P=927.18 EX. 12" STMINV=923.42DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 20510 0 H V 102.5 5 2545TRAILS END DRIVE CROSS SECTIONS H:\Columbus\P\200761\001\_DWG\_Sheets\200761CXSC001.dwg, 8/29/2022 12:52:48 PM, mcouvreur 5+5092092593093592092593093501020304050010203040506+0091592092593091592092593001020304050010203040506+5091592092593091592092593001020304050010203040507+0091592092593091592092593001020304050010203040507+5092092593093592092593093501020304050010203040508+0092092593093592092593093501020304050010203040508+5092092593093592092593093501020304050010203040509+0092092593093592092593093501020304050010203040509+50920925930935920925930935010203040500102030405010+009209259309359209259309350102030405001020304050930.0930.02929.2928.73928.7928.39928.7929.00930.3930.58932.7932.58934.2934.37934.9934.95934.3934.23932.8932.98E/P=929.86E/P=929.86 E/P=928.57E/P=928.57 E/P=928.23E/P=928.23 E/P=928.85E/P=928.85 E/P=930.43E/P=930.43 E/P=932.43 E/P=932.43 E/P=934.21 E/P=934.21 E/P=934.80 E/P=934.80 E/P=934.08 E/P=934.08 E/P=932.83 E/P=932.83 =933.00 =932.34 =925.97 =925.59 =927.05 =928.85 =929.66 =931.61 =930.78 =928.06 =928.67 =927.51 =933.50 =934.10 =933.29 =932.33 EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄EX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATER=932.60 =927.95 DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 20510 0 H V 102.5 5 2645TRAILS END DRIVE CROSS SECTIONS H:\Columbus\P\200761\001\_DWG\_Sheets\200761CXSC001.dwg, 8/29/2022 12:52:55 PM, mcouvreur 10+50920925930935920925930935010203040500102030405011+00920925930935920925930935010203040500102030405011+50920925930935920925930935010203040500102030405012+00920925930935920925930935010203040500102030405012+50920925930935920925930935010203040500102030405013+00920925930935920925930935010203040500102030405013+50920925930935920925930935010203040500102030405014+00920925930935920925930935010203040500102030405014+50920925930935920925930935010203040500102030405015+009159209259309159209259300102030405001020304050931.7931.74930.7930.76930.2930.19930.1930.04930.3930.31930.9930.93931.5931.58931.6931.75930.7930.65929.2929.15E/P=931.58E/P=931.58 E/P=930.60E/P=930.60 E/P=930.04E/P=930.04 E/P=929.89E/P=929.89 E/P=930.16E/P=930.16 E/P=930.77 E/P=930.77 E/P=931.42 E/P=931.42 E/P=931.59 E/P=931.59 E/P=930.49 E/P=930.49 E/P=928.99 E/P=928.99 =931.18 =927.66 =927.95 =929.18 =929.66 =928.14 =930.38 =930.84 =930.08 =931.09 =930.15 =929.18 =930.28 =927.68 =928.45 EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄EX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATER12" STMINV=927.7512" STMINV=928.68DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 20510 0 H V 102.5 5 2745TRAILS END DRIVE CROSS SECTIONS H:\Columbus\P\200761\001\_DWG\_Sheets\200761CXSC001.dwg, 8/29/2022 12:53:01 PM, mcouvreur 15+50915920925930915920925930010203040500102030405016+00915920925930915920925930010203040500102030405016+50915920925930915920925930010203040500102030405017+00915920925930915920925930010203040500102030405017+50915920925930915920925930010203040500102030405018+00915920925930915920925930010203040500102030405018+50915920925930915920925930010203040500102030405019+00915920925930915920925930010203040500102030405019+50915920925930915920925930010203040500102030405020+009159209259309159209259300102030405001020304050927.9927.83926.9926.93926.5926.45926.5926.38926.7926.72927.2927.17927.5927.62927.4928.05927.3927.25925.8926.00E/P=927.68E/P=927.68 E/P=926.78E/P=926.78 E/P=926.29E/P=926.29 E/P=926.22E/P=926.22 E/P=926.56E/P=926.56 E/P=925.84 E/P=925.84 E/P=927.09 E/P=927.09 E/P=927.90 E/P=927.90 E/P=927.46 E/P=927.46 E/P=927.01 E/P=927.01 =926.96 =925.76 =924.73 =923.19 =924.12 =926.22 =926.72 =927.22 =926.38 =925.60 =924.96 =924.10 EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄EX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATER12" STMINV=925.60DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 20510 0 H V 102.5 5 2845TRAILS END DRIVE CROSS SECTIONS H:\Columbus\P\200761\001\_DWG\_Sheets\200761CXSC001.dwg, 8/29/2022 12:53:05 PM, mcouvreur 20+50915920925930915920925930010203040500102030405021+00915920925930915920925930010203040500102030405021+50915920925930915920925930010203040500102030405022+00920925930935920925930935010203040500102030405022+50920925930935920925930935010203040500102030405023+00915920925930915920925930010203040500102030405023+50915920925930915920925930010203040500102030405024+00915920925930915920925930010203040500102030405024+50910915920925910915920925010203040500102030405025+009109159209259109159209250102030405001020304050926.0926.17927.6927.62929.2929.25930.1930.48930.5930.54929.4929.41927.3927.17924.7924.67922.2922.30921.3921.16E/P=926.02E/P=926.02 E/P=927.47E/P=927.47 E/P=929.09E/P=929.09 E/P=930.32E/P=930.32 E/P=930.39E/P=930.39 E/P=921.01 E/P=921.01 E/P=922.14 E/P=922.14 E/P=924.51 E/P=924.51 E/P=927.01 E/P=927.01 E/P=929.26 E/P=929.26 =924.03 =923.99 =926.32 =928.12 =928.30 =928.62 =929.18 =929.12 =929.21 =928.32 =928.21 =924.93 =926.05 =922.42 =922.54 =921.79 =918.84 =918.81 EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄ EX. R/W EX. R/W ℄EX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATEREX. 8" WATER12" STMINV=925.3712" SANINV=912.4612" SANINV=912.57DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 20510 0 H V 102.5 5 2945TRAILS END DRIVE CROSS SECTIONS H:\Columbus\P\200761\001\_DWG\_Sheets\200761CXSC001.dwg, 8/29/2022 12:53:10 PM, mcouvreur 25+50910915920925910915920925010203040500102030405026+00910915920925910915920925010203040500102030405026+50915920925930915920925930010203040500102030405027+009109159209259109159209250102030405001020304050921.5921.49922.6922.62922.9922.90922.2922.26E/P=921.34E/P=921.34 E/P=922.46E/P=922.46 E/P=922.75E/P=922.75=919.72 =920.46 =921.92 =921.86 =922.12 =922.36 EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄EX. R/W EX. R/W ℄℄EX. 8" WATEREX. 8" WATERE/P=922.15 E/P=921.8912" SANINV=912.6812" SANINV=912.79DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 20510 0 H V 102.5 5 3045TRAILS END DRIVE CROSS SECTIONS H:\Columbus\P\200761\001\_DWG\_Sheets\200761CXSC001.dwg, 8/29/2022 12:53:16 PM, mcouvreur EX. R/W EX. R/W EX. R/W EX. E/P EX. E/P EX. E/P EX. E/P SUMMIT VIEW ROAD (R/W VARIES)℄0+00TRAILS END DRIVE(50' R/W)℄EX. R/WEX. R/WMICHAEL MCEWEN ANDELIZABETH ROBERTS MCEWENIN. 2017111601626184040 SUMMIT VIEW ROADPARCEL 273-008659CHARLES E. LAMBERT ANDCHARLOTTE B. LAMBERTOR 5276 G-014100 SUMMIT VIEW ROADPARCEL 273-008866STA: 0+36.35OFF: 32.00RSTA: 0+36.99OFF: 32.00LL=35.35, R=22.00D=S48°49'27"WCh=31.67Δ=92°03'37"L=34.48, R=22.00D=N42°06'09"WCh=31.06Δ=89°47'34"927.24927.39927.24927.63 927.76927.7811'*11'*11.64'*11'*928.43928.18 9 2 7 . 9 3 927.75 5.35'10'(TYP)929.03928.58928.12927.884.48'10' (TYP)928.7±928.8±929.5±927. 7 2 928. 0 7 927. 5 7 928. 0 7 928.5±928.4±PROP. E/PPROP. E/P9 0 ° 2 7 ' 4 3 "+3910'10'8.5'ITEM 64424" STOP LINE,WHITER10'ROBERT B DANIELS ANDCHERLY E. DANIELSIN. 2010110201463481.287 ACRES8431 TRAILS END DRIVEPARCEL 273-009032⅊EX. R/W TRAILS END DRIVE(50' R/W)℄EX. ASPHALT DRI V E EX. ASPHALT DRIVE27+30.2627+00DAVID A. BLISSENBACH, TRUSTEEOF THE DAVID A. BLISSENBACHFAMILY TRUST, DATED JUNE 19,1996OR 32345 H-07PARCEL I8432 TRAILS END DRIVEPARCEL 273-008839EX. R/WEX. R/WPROP. R/WPROP. R/WSTA: 26+79.26OFF: 35.00RSTA: 26+79.26OFF: 35.00LL=39.27, R=25.00D=S47°47'38"WCh=35.36Δ=90°00'00"L=39.27, R=25.00D=N42°12'22"WCh=35.36Δ=90°00'20"922.37922.17921.98921.78921.60921.74 922.09 922.44921.60 921.95 922.30921.45921.59921.45 9.27'10'(TYP)922.21922.53922.30922.45922.59922.45922.37922.27 L.P.922.17 922.21 9.27'10'(TYP)PROP. E/PPROP. E/P10'10' 15'18'15'18'8'14'14'10'10'11'8'4'INSTALL 13' OF 3" SCHEDULE 80 PVCSEE NOTE, THIS SHEETRELOCATE EX. TIMBER PILLARS (TYP)SEE NOTE, THIS SHEET922.69922.61 922.6±922.8± DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 205103145INTERSECTION DETAILS1"=10'TRAILS END DRIVE AND SUMMIT VIEW ROADINTERSECTION DETAIL1"=10'TRAILS END DRIVEHAMMERHEAD DETAIL* TAPER CURB FROM 0" TO 6" OVER 10 FT.NOTE:CONTRACTOR SHALL CAREFULLY REMOVE EX. LARGE TREATED TIMBER PILLARS AT ENTRANCE TODRIVEWAY AT 8432 TRAILS END DRIVE AND CAREFULLY DISCONNECT EX. ELECTRICAL WIRING TO THETIMBER PILLARS. EX. OUTDOOR ELECTRICAL FIXTURES AND APPURTENANCES CONNECTED WITH THETIMBER PILLARS SHALL BE SALVAGED AND MADE AVAILABLE TO THE PROPERTY OWNER.CONTRACTOR SHALL REINSTALL EX. TIMBER PILLARS IN SIMILAR METHOD USED TO INSTALL EX.TIMBER PILLARS. WEST FACE OF RELOCATED TIMBER PILLARS SHALL BE 1 FT. EAST OF NEWRIGHT-OF-WAY LINE. FACE OF THE RELOCATED TIMBER PILLARS FACING THE DRIVEWAY SHALL BE 1FT. OFFSET FROM EDGE OF EX. ASPHALT DRIVEWAY.INSTALL 3-INCH SCHEDULE 80 SLEEVE 13 FT. IN LENGTH 4 FT. EAST OF THE NEW RIGHT-OF-WAY LINE.FOR THE 3-INCH SLEEVE CROSSING EX. DRIVEWAY, BACKFILL MATERIALS AND COMPACTION TO BE PERDUBLIN STD. DWG. SL-05.PAYMENT SHALL BE LUMP SUM PRICE - THIS INCLUDES ALL LABOR, MATERIALS, EQUIPMENT ANDINCIDENTALS REQUIRED TO MOVE AND RELOCATE THE TIMBER PILLARS AND INSTALL A 3-INCH SLEEVECOMPLETE AND ACCEPTED.H:\Columbus\P\200761\001\_DWG\_Sheets\200761CINT001.dwg, 8/29/2022 12:53:55 PM, mcouvreur DD950950950950 950950940940 950 930940 9409409569309309 3 0 9 3 0 920920920920920920SUMMIT VIEW RDGLENCREE PL TRAILS END DR SAWMILL RD BRADFORD CTCAMPDEN LAKES BLVDCONINE CTBORGE WAY BANGLE CTBRINSWORTH DRBIBURY LN SUMMIT VIEW RDSUMMIT VIEW RDSUMMIT VIEW DRBUTTLESTON DRCONINE DRKELLY DRIVECOPPERHILL DRDELAWARE COUNTYFRANKLIN COUNTYDELAWARE COUNTYFRANKLIN COUNTYBRINSWORTH DRECKINGTON DR SAWMILL PKWYCULVERT 25+10AREA = 3.71 ACTc = 27 MINC = 0.4215" STM15" STM12" STM15" STM18" STM12" RCP12" STM12" STM18" STM18" STM27+30.260+00 5+00 10+00 15+00 20+0025+00BP: 0+00.00CULVERT 20+23AREA = 9.25 ACTc = 38 MINC = 0.41CULVERT 16+57AREA = 18.13 ACTc = 43 MINC = 0.40CULVERT 11+53AREA = 4.25 ACTc = 33 MINC = 0.42CULVERT 6+93AREA = 10.65 ACTc = 27 MINC = 0.41CULVERT 1+00AREA = 2.30 ACTc = 27 MINC = 0.420 4001002003245STORM SEWER DRAINAGE MAP DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 972LEGENDDRAINAGE AREA BOUNDARYDRAINAGE ARROWH:\Columbus\P\200761\001\_DWG\_Sheets\200761CTRIB001_CULVERTS.dwg, 8/29/2022 12:54:13 PM, mcouvreur EX. WATER SERVICE7+00112" STM12" SAN23STA: 6+94.10OFF: 23.00RSTA: 6+91.71OFF: 20.00LEX. 8" WATER (81-005-RES)TRAILS END DRIVE(50' R/W)℄EX. R/WEX. R/WJEFFREY W. BINEK ANDMARIA D. BINEKIN. 2018080601050971.931 ACRES8170 TRAILS END DRIVEPARCEL 273-008863CHERYL ANN MANDELLIN. 2017060200734431.287 ACRES8200 TRAILS END DRIVEPARCEL 273-008639DANIEL I. SCHOENBERGERAND TERRI L. HARMONIN. 2004083102039298171 TRAILS END DRIVEPARCEL 273-008640THOMAS E. WANGLER AND SUNNY L. WANGLER IN. 200604140070116 TRACT 2 92°49'0"36' - 18" RCP@ 1.07%2240' - 18" RCP@ 7.24%STA: 6+93.58OFF: 18.00R1124CULVERT 6+93915920925930935940915920925930935940EXISTING GRADEPROPOSEDGRADE924.3 928.6 926.8 928.810+000+45.0840' - 18" RCP @ 7.24%E/P E/P ℄EX. 8" WAT**ELEV=928.71 ELEV=928.85 ELEV=928.69 STA. 0+32.04 STA. 0+22.03 STA. 0+12.01 INV IN=921.75 (18") E INV OUT=921.75 (18") S RIM=924.25 AA-S133A CATCH BASIN N 777775.00 E 1801262.18 2318" CONCRETE FLARED END INV=924.65 N 777775.01 E 1801302.2284 24126"32"8"6"℄23"WS 24' - 15" RCP@ 0.56%EX. 8" WATER (81-005-RES)TRAILS END DRIVE(50' R/W)℄EX. R/WEX. R/W11+5012" SANSTA: 11+53.39OFF: 18.00RSTA: 11+52.55OFF: 18.00L91°19'54"BRIAN M. HIMES ANDALEASHA HIMESIN. 2014052900663673.432 ACRES8222 TRAILS END DRIVEPARCEL 273-008648KENT R. HAROZ ANDMOLLY E. HAROZIN. 2008020600187271.287 ACRES8245 TRAILS END DRIVEPARCEL 273-009133115251CULVERT 11+53915920925930935940915920925930935940EXISTING GRADEPROPOSEDGRADE928.5930.0928.5927.43930.06927.660+000+36.0124' - 15" RCP @ 0.56%15" STMW/CONCRETE FLAREDEND SECTIONINV=927.6115" STMW/CONCRETE FLAREDEND SECTIONINV=927.41EX. 8" WATE/PE/P℄**STA. 0+28.01STA. 0+08.00STA. 0+18.00ELEV=930.01ELEV=930.17ELEV=930.02112 15" CONCRETEFLARED ENDINV=927.58N 778234.43E 1801318.559915" CONCRETEFLARED ENDINV=927.44N 778234.43E 1801318.5599 5152EX. 12"CPPEX. 12 "RCPEX. 12" RCP EX. 12"CPPD EX. CB GRATE=926.12' WINDOW=925.01' INV E & N=923.32' INV W=923.23' EX. 8" WATER (81-005-RES)EX. 12" CPPINV=923.46'EX. 12" SAN (CC-19211)0+001+00TRAILS END DRIVE(50' R/W)℄SUMMIT VIEW ROAD (R/W VARIES) ℄EX. R/WEX. R/WEX. R/W EX. R/W STA: 1+00.97OFF: 18.00R5' - 12" RCP@ 0.44%STA: 0+26.03OFF: 21.03RCONNECT TOEX. STORM SEWERMICHAEL MCEWEN ANDELIZABETH ROBERTS MCEWENIN. 2017111601626184040 SUMMIT VIEW ROADPARCEL 273-008659CHARLES E. LAMBERT ANDCHARLOTTE B. LAMBERTOR 5276 G-014100 SUMMIT VIEW ROADPARCEL 273-008866150CULVERT 1+00915920925930935940915920925930935940EXISTING GRADEPROPOSEDGRADE925.8 925.5 925.5 923.9 925.24 923.70 0+000+75INV IN=923.32 (12") E INV IN=923.32 (12") N INV OUT=923.23 (12") W GRATE=925.80 EXISTING CATCH BASIN N 777108.10 E 1801272.71 EXEX. TELEHPHONE(FIELD VERIFY)**EX. 12" STM @ 0.43% ±12 - 12" RCP@ 0.44%12" STM W/FLAREDEND SECTIONINV=943.65112" CONCRETE FLARED END INV=923.62 N 777177.10 E 1801272.42 50DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 20510 0 H V 102.5 5 3345STORM CULVERTS PLAN AND PROFILECULVERT 11+53 DATAQ25 = 5.89 CFSHw25 = 929.20'Q100 = 7.14 CFSHw100 = 929.54'CULVERT6+93 DATAQ25 = 16.21 CFSHw25 = 928.50'Q100 = 19.53 CFSHw100 = 928.59'NOTES:ODOT ITEM 304 COMPACTED GRANULARMATERIAL (NO SLAG) OR ODOT ITEM 613,TYPE 2**CODED NOTES2'x2'x12" NO. 2 STONE WITH GEOTEXTILEFABRICTYPE I BEDDING PER CITY OF COLUMBUSSTD DWG AA-S151. SEE DETAIL ON SHEET 412H:\Columbus\P\200761\001\_DWG\_Sheets\200761CSTM001.dwg, 8/29/2022 12:55:10 PM, mcouvreur CULVERT 20+23910915920925930935910915920925930935EXISTING GRADEPROPOSEDGRADE922.8 925.6 924.4 922.68 925.78 923.120+000+36.0824' - 15" RCP @ 1.08%15" STMW/CONCRETE FLAREDEND SECTIONINV=922.6815" STMW/CONCRETE FLAREDEND SECTIONINV=923.07E/P E/P ℄EX. 8" WAT**ELEV=925.74 ELEV=925.89 ELEV=925.74 STA. 0+28.06 STA. 0+18.04 STA. 0+08.0212 115" CONCRETE FLARED END INV=923.00 N 779102.14 E 1801360.9182 15" CONCRETE FLARED END INV=922.75 N 779102.14 E 1801360.9182 575620+0012" SAN24' - 15" RCP@ 1.08%LAWRENCE A. CRANEAND DONNA M. CRANEIN. 2013040300545533.432 ACRES8370 TRAILS END DRIVEPARCEL 273-008645MICHAEL A. BUTASIN. 2015082101171933.432 ACRES8371 TRAILS END DRIVEPARCEL 273-008643TRAILS END DRIVE(50' R/W)EX. R/W℄EX. R/W86°12'54"EX. 8" WATER (81-005-RES)STA: 20+21.59OFF: 18.00RSTA: 20+23.98OFF: 18.00L115756EX. WATERSERVICE 25+0012" SAN24' - 15" RCP@ 0.55%XI WANG AND RUI LIUIN. 2021090101555311.750 ACRES8420 TRAILS END DRIVEPARCEL 273-008397LESLIE WEARSIN. 202010080154704IN. 2014080601020051.930 ACRES8401 TRAILS END DRIVEPARCEL 273-008644TRAILS END DRIVE(50' R/W)EX. R/W℄EX. R/WEX. 8" WATER (81-005-RES)STA: 25+08.26OFF: 18.00RSTA: 25+11.84OFF: 18.00L84°19'53"115958CULVERT 25+10905910915920925930905910915920925930EXISTING GRADEPROPOSEDGRADE918.5921.1919.4917.82921.00918.030+000+36.1824' - 15" RCP @ 0.55%15" STMW/CONCRETE FLAREDEND SECTIONINV=917.8015" STMW/CONCRETE FLAREDEND SECTIONINV=918.00E/PE/P℄EX. 8" WAT**STA. 0+08.04STA. 0+18.09STA. 0+28.14ELEV=920.96ELEV=921.11ELEV=920.95121 15" CONCRETEFLARED ENDINV=917.97N 779588.43E 1801384.666715" CONCRETEFLARED ENDINV=917.83N 779588.43E 1801384.6667 5958CULVERT 16+57910915920925930935910915920925930935EXISTING GRADEPROPOSEDGRADE924.4 926.5 923.4 926.38 923.140+000+40.9935' - 12" RCP @ 0.22%12" STMW/CONCRETE FLAREDEND SECTIONINV=923.0812" STMW/CONCRETE FLAREDEND SECTIONINV=922.99E/P E/P ℄EX. 8" WAT**INV IN=922.99 (12") E INV OUT=922.88 (12") N GRATE=924.25 EXISTING CATCH BASIN N 778745.33 E 1801310.18 EXSTA. 0+11.83 STA. 0+22.25 STA. 0+32.61 ELEV=926.27 ELEV=926.41 ELEV=926.25 112" CONCRETE FLARED END INV=923.07 N 778733.96 E 1801343.1888 55EX. FIRE HYD. E X . G R A V E L D R I V E 12" SAN35' - 1 2 " R C P @ 0. 2 2 %12" STM73°47'8"TRAILS END DRIVE(50' R/W)EX. R/W℄EX. R/W16+50STA: 16+63.13OFF: 21.36LSTA: 16+51.69OFF: 18.00REX. 8" WATER (81-005-RES)12" RCPCATCH BASINGRATE=924.25'INV E=922.99'INV NW=922.88'JEFFREY M. SNEDDON ANDJO ELLEN SNEDDONIN. 2000022400372043.432 ACRES8320 TRAILS END DRIVEPARCEL 273-008646JAMES B. HAMILTON ANDDORIS D. HAMILTONDB 3355 PG 1538321 TRAILS END DRIVEPARCEL 273-008799111787955DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 20510 0 H V 102.5 5 3445STORM CULVERTS PLAN AND PROFILECULVERT 25+10 DATAQ25 = 6.38 CFSHw25 = 919.72'Q100 = 7.51 CFSHw100 = 920.05'CULVERT 20+23 DATAQ25 = 11.47 CFSHw25 = 926.01'Q100 = 14.00 CFSHw100 = 926.13'CULVERT 16+57 DATAQ25 = 20.31 CFSHw25 = 926.53'Q100 = 24.93 CFSHw100 = 926.60'NOTES:ODOT ITEM 304 COMPACTED GRANULARMATERIAL (NO SLAG) OR ODOT ITEM 613,TYPE 2**CODED NOTES2'x2'x12" NO. 2 STONE WITH GEOTEXTILEFABRICTYPE I BEDDING PER CITY OF COLUMBUSSTD DWG AA-S151. SEE DETAIL ON SHEET 412H:\Columbus\P\200761\001\_DWG\_Sheets\200761CSTM001.dwg, 8/29/2022 12:55:16 PM, mcouvreur DANIEL I. SCHOENBERGERAND TERRI L. HARMONIN. 2004083102039298171 TRAILS END DRIVEPARCEL 273-008640THOMAS E. WANGLER ANDSUNNY L. WANGLERIN. 200604140070116TRACT 220"24"28"26"24"30"12"6"EX.FF=932.67'±#8171⅊⅊Z⅊EX. R/WEX. R/W8205 TRAILS END DRIVEPARCEL 273-008797EX. FIRE HYD.8" WATER (81-005-RES)EX. WATERSERVICEEX. WATERSERVICEEX. ASPHALT DRIVEEX. ASPHALTDRIVEEX. ASPHALTDRIVEEX. 25' UTILITY EASEMENTEX. GRAVELDRIVE9309269269279279289289299 2 9WW38"6"6"6"4"4"4"48"6"4"38"22"23"19"36"36"24"6"6"6"6"10"13"11"8"8"23"28"9"9"9"27"10"17"6"4"4"EX.CATCHBASINGRATE=912.92'INVS=909.92'INVW=909.87'EX. 10"VCPEX. 6"VCPEX. 12"CPPEX. 18"RCP8"6"12"37"24"18"24"12"18"15"27"21"EX.INV=925.53'EX.INV=913.20'EX. 25' NO DISTURB ZONEEX. 10' EASEMENT PVCEX.4"PVCAPPROX LOCATIONOF EXISTING SEPTICSYSTEMEXISTINGPROPANETANKEX. VERTICAL 15" VCPINV=913.99'EX. CATCH BASINGRATE=914.56'INV SE=911.71'INV NW=911.71'EX.FF=923.90'±925920920915 915165+00 6+00 7+00112" SAN 12" STM 12" STM2325 15" STM℄0+001+002+0036' - 18" RCP@ 1.07%22194' - 18" RCP@ 1.19%18" STM15" STM9199309299309319325'Wx7'L ROCK CHANNELPROTECTION, TYPE DW/ GEOTEXTILE FABRIC929926 928 927 928 930 929 TPTPTPTPTPTP#A A TPTPTP20'12.5'12.5'15" STM2724211+39.41 0+001+00261115" CONCRETE FLARED END INV=926.97 N 777643.94 E 1801299.94048171 TRAILS END DRIVE STORM SEWER910915920925930910915920925930PROPOSEDGRADEPROPOSEDGRADE918.99921.53921.75 926.360+001+002+36.60FES 27 TO CB 22915920925930935915920925930935INV IN=921.75 (18") E INV OUT=921.75 (18") S GRATE=924.25 AA-S133A CATCH BASIN N 777775.00 E 1801262.18 2336' - 18" RCP @ 1.07%194' - 18" RCP @ 1.19%ITEM 911 BACKFILL5'Wx7'L ROCK CHANNELPROTECTION, TYPE DW/ GEOTEXTILE FABRIC920.3920.9921.7922.1922.5923.5 924.1 925.9 927.8 926.6 924.3 **EXISTING GRADEPROPOSEDGRADEPROPOSEDGRADE927.8 927.7 927.7 927.9 929.3 928.9 929.0 926.59 926.82 927.75 927.53 928.96 928.88 927.400+001+001+39.41INV IN=921.61 (15") S INV IN=921.36 (18") N INV OUT=921.36 (18") W GRATE=926.59 AA-S133A CATCH BASIN N 777738.91 E 1801260.42 22INV IN=922.33 (15") E INV OUT=922.33 (15") N GRATE=927.07 AA-S133A CATCH BASIN N 777667.00 E 1801256.91 25INV IN=925.48 (15") S INV OUT=922.73 (15") W GRATE=927.67 AA-S133A CATCH BASIN N 777665.05 E 1801296.86 262772' - 15" RCP @ 1.00%40' - 15" RCP @ 1.00%21' - 15" RCP @ 7.00%W/ WATERTIGHT JOINTSEXISTING GRADE18" CONCRETEFLARED ENDINV=919.05N 777738.91E 1801260.4190 21**EX. 8" WATER (81-005-RES)1DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 401020 0 H V 102.5 5 3545STORM SEWER PLAN AND PROFILE# GRADING MAY BE MODIFIED PER CITYENGINEER DIRECTION TO PRESERVE TREESPROPOSED EROSION CONTROL LEGENDTREE PROTECTIONTP4:1MAX4:1MAXEXISTING GRADEPROPOSED GRADE18" MIN.SECTION A-AN.T.S.NOTES:ODOT ITEM 304 COMPACTED GRANULARMATERIAL (NO SLAG) OR ODOT ITEM 613,TYPE 2**CODED NOTES2'x2'x12" NO. 2 STONE WITH GEOTEXTILEFABRIC1H:\Columbus\P\200761\001\_DWG\_Sheets\200761CSTM8171001.dwg, 8/29/2022 12:55:37 PM, mcouvreur 3+0012" RCPTRAILS END DRIVE(50' R/W)EX. R/WEX. R/WTRAILS END DRIVE-STA: 3+20.95CL DRIVE9 0 ° 0 ' 0 "39.22'15.16'±℄ DRIVE 3'PROP. E/PPROP. E/P8" WATER (81-005-RES)C 1 C2N02°47'38"E931.76931.84932.20931.71931.098'931.89931.75932.0±932.0±931.02931.221.56% 7'931.905.66% ±931.44931.84932.0±12.02'11.66'6.55'0+00 0+35931.579'℄DITCH℄DITCH11606130"W5+0012" RCPTRAILS END DRIVE(50' R/W)TRAILS END DRIVE-STA: 5+21.62CL DRIVE90°0'0"EX. WATER SERVICE8.9'±3'19.07'EX. R/WEX. R/W12" SANPROP. E/PPROP. E/P4'N02°47'38"E930.48930.791.56%930.99931.15930.61930.53930.87930.73930.57930.36930.438'7'930.3±930.4±2.50% ± 0+000+35 ℄ DRIVE2.4'5.49'6.39'4.8'930.46930.66℄DITCH℄ DITCH1162634040 SUMMIT VIEW DRIVEWAY CL PROFILE925930935940925930935940EXISTING GRADEPROPOSED GRADE931.8931.7 931.7 931.7 931.7 932.0 932.1 932.0 931.72931.64 931.57 931.49 931.55 931.840+000+050+100+150+200+250+300+3512" DRIVE CULVERT925930935925930935EXISTING GRADEPROPOSED GRADE931.1 931.3 931.5 931.7 931.7 931.8 931.8 931.8931.8931.9 928.84 928.94 930.62 931.37 931.50 931.61 931.74 930.51930.20930.40 0+000+050+100+150+200+250+300+350+400+428" WATER (81-005-RES)12" STMINV=929.4620' - 12" RCP @ 3.00%CL DITCHCL DITCH12" STMINV=929.9012" STMINV=928.94STA:EX. R/W0+25.00 EX. GRAVEL STA: 0+28.00 ℄ TRAILS END DR 1112" CONCRETE FLARED END INV=929.12 N 777411.17 E 1801286.4742 12" CONCRETE FLARED END INV=929.72 N 777411.17 E 1801286.4742 61608171 TRAILS END DRIVE SOUTH DRIVEWAY CL PROFILE925930935940925930935940EXISTING GRADEPROPOSED GRADE930.9 931.0 930.9 930.6 930.5 930.4 930.4 930.3 930.94 930.86 930.79 930.71 930.61 930.46 0+000+050+100+150+200+250+300+3512" DRIVE CULVERT925930935925930935EX. R/W STA:0+25.00 EX. ASPHALT STA: 0+28.00 ℄ TRAILS END DR12" STMINV=928.69PROPOSED GRADE929.6 929.8 930.1 930.5 930.5 930.6 930.8 930.8 928.24 928.31 929.93 930.56 930.72 930.01 929.19 929.590+000+050+100+150+200+250+300+3412" STMINV=929.1012" STMINV=928.3212' - 12" RCP @ 3.25%CL DITCHCL DITCH11EXISTING GRADE12" CONCRETE FLARED END INV=928.52 N 777598.67 E 1801255.5770 12" CONCRETE FLARED END INV=928.90 N 777598.67 E 1801255.5770 6362DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 102.5 5 0 H V 102.5 5 3645DRIVEWAY DETAILSDRIVEWAY DETAIL4040 SUMMIT VIEW ROADSCALE: HORIZONTAL/VERTICAL 1"= 5'CURVE TABLECURVEC1C2RADIUS13.0041.68LENGTH22.0118.20DELTA97°01'04"25°00'51"DIRECTIONS45°42'54"ES58°58'58"WCHORD19.4818.05SOUTH DRIVEWAY DETAIL8171 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'CODED NOTE2'x2'x12" NO. 2 STONE WITH GEOTEXTILEFABRIC1H:\Columbus\P\200761\001\_DWG\_Sheets\200761CDRIV001.dwg, 8/29/2022 12:55:51 PM, mcouvreur WW12" RCPEX. 6" SANEX. R/WEX. R/WTRAILS END DRIVE-STA: 7+29.35CL DRIVETRAILS END DRIVE(50' R/W)90°0'0"PROP. E/PPROP. E/PEX. WATER SERVICE 22.6'9.79'±5' ℄ DRIVE1.56%929.54929.66929.89930.04929.43929.29929.31929.77929.53929.26928.9±928.4±928.79929.068'3'4'4'6.75'7.05'4.8'7.10% ± 0+000+35 12" SAN℄DITCH℄DITCH1164656+0015" RCP12" SANTRAILS END DRIVE(50' R/W)10.45'±3'20.67'℄ DRIVE TRAILS END DRIVE-STA: 6+18.76CL DRIVE9 0 ° 0 ' 0 "PROP. E/PPROP. E/PCOEX. 6" SAN6" SAN EX. R/WEX. R/W0+000+35 927.731.56%927.5±927.97928.16928.27928.28928.41928.47927.6±927.82928.28928.22928.336.04% ±2.4'6.29'7.19'4.8'8'7'℄DITCH928.07℄DITCH8171 TRAILS END DRIVE NORTH DRIVEWAY CL PROFILE920925930935920925930935EXISTING GRADEPROPOSED GRADE929.1 929.0 928.9 928.5 928.2 927.9 927.6 927.2 928.49 928.41 928.33 928.26 928.09 927.79 0+000+050+100+150+200+250+300+35EX. R/W STA:0+25.00 EX. ASPHALT STA: 0+28.00 ℄ TRAILS END DR 8205 TRAILS END DRIVE DRIVEWAY CL PROFILE920925930935920925930935EXISTING GRADEPROPOSED GRADE929.6 929.5 929.4 929.2 929.1 928.9 928.7 928.6 929.81 929.74 929.66 929.59 929.38 929.02 928.76 0+000+050+100+150+200+250+300+3512" DRIVE CULVERT920925930920925930EXISTING GRADEPROPOSED GRADE927.5 927.9 928.5 928.9 929.2 929.2 929.3 929.3 926.73 927.20 928.90 929.28 929.50 929.06 928.07 928.47 0+000+050+100+150+200+250+300+3412' - 12" RCP @ 3.29%12" STMINV=927.1912" STMINV=927.9812" STMINV=927.59CL DITCHCL DITCHEX. R/W STA:0+25.00 EX. ASPHALT STA: 0+28.00 ℄ TRAILS END DR 1112" CONCRETE FLARED END INV=927.78 N 777818.31 E 1801266.2962 12" CONCRETE FLARED END INV=927.39 N 777818.31 E 1801266.2962 6564DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9723745DRIVEWAY DETAILSDRIVEWAY DETAIL8205 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'NORTH DRIVEWAY DETAIL8171 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'0 102.5 5 0 H V 102.5 5CODED NOTE2'x2'x12" NO. 2 STONE WITH GEOTEXTILEFABRIC1H:\Columbus\P\200761\001\_DWG\_Sheets\200761CDRIV001.dwg, 8/29/2022 12:55:56 PM, mcouvreur EX. R/WMB6+002615" RCP15" RCPTRAILS END DRIVE-STA: 6+09.49CL DRIVE90°0'0"℄ DRIVEPROP. E/PPROP. E/P15'47.65'17.89'± DRIVE TRAILS END DRIVE(50' R/W)EX. R/W8" WATER(81-005-RES)C5C610.79% ±928.31928.430+00 0+4513.28'10.54'10.56'13.27'928.19928.97929.25930.6±930.7±929.91929.34929.18929.07928.32928.59928.85928.24928.478'7' 1.56% C7℄DITCH℄DITCH8170 TRAILS END DRIVE DRIVEWAY CL PROFILE920925930935920925930935EXISTING GRADE929.1 929.1 929.3 929.5 929.7 930.0 930.3 930.5 930.9 931.2 928.59 928.51 928.43 928.36 928.53 929.07 929.60 930.13 930.680+000+050+100+150+200+250+300+350+400+45EXISTING GRADEPROPOSED GRADEEX. 8" WATER (81-005-RES)EX. R/W STA: 0+25.00 ℄ TRAILS END DR EX. GRAVEL STA: 0+40.00 DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9723845DRIVEWAY DETAILSCURVE TABLECURVEC5C6C7RADIUS15.0015.0020.00LENGTH23.5623.565.77DELTA89°59'52"89°59'52"16°31'45"DIRECTIONS42°12'26"ES47°47'42"WN78°56'29"WCHORD21.2121.215.75DRIVEWAY DETAIL8170 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'0 102.5 5 0 H V 102.5 5CODED NOTE3.5'x2'x12" NO. 2 STONE WITH GEOTEXTILEFABRIC4'x2'x12" NO. 2 STONE WITH GEOTEXTILEFABRIC12H:\Columbus\P\200761\001\_DWG\_Sheets\200761CDRIV001.dwg, 8/29/2022 12:56:01 PM, mcouvreur 11+0012" RCP0+00 0+35 TRAILS END DRIVE(50' R/W)TRAILS END DRIVE-STA: 10+87.69CL DRIVE8" WATER(81-005-RES)4.8'7.88'7.88'4.8'25.35'930.80930.67930.60930.95931.04PROP. E/PPROP. E/P℄ DRIVE 931.4±931.4±6.11% ±931.4±931.07931.14930.79930.97930.55930.828'3'4'5' 1.56%11.87'±9 0 ° 0 ' 0 " '930.68EX. R/WEX. R/W℄DITCH℄DITCH116869EX. R/W12" SAN0+000+35 TRAILS END DRIVE-STA: 9+34.18CL DRIVE℄ DRIVE1.56%934.44934.25934.0±℄ DITCHPROP. E/PPROP. E/P24.77'11.57'±934.28934.57933.9±4.8'7.58'7.58'4.8'TRAILS END DRIVE(50' R/W)934.64934.16934.1±934.36934.45934.09934.168'3'4'5.43' 2.62% ±℄ DITCH9 0 ° 0 ' 0 "934.32EX. R/W934.0119"MB12" RCP0+00 0+35℄ DRIVE3.97% ±933.53933.65933.991.56%933.84933.95932.72934.0±933.9±933.57933.15933.96934.19933.28932.87TRAILS END DRIVE-STA: 8+31.28CL DRIVE8.26'9.7'10.04'10.13'38.13'C8C9PROP. E/PPROP. E/P5'10'TRAILS END DRIVE(50' R/W)933.7±8" WATER(81-005-RES)12.57'±90°0'0"EX. WATERSERVICEEX. R/WEX. R/W℄DITCH℄DITCH11666712" DRIVE CULVERT925930935925930935EXISTING GRADEPROPOSED GRADE932.6933.0933.4933.6933.8933.9934.0934.0933.9933.9930.88930.93932.86933.38933.57933.72933.87932.66932.34932.540+000+050+100+150+200+250+300+350+400+428200 TRAILS END DRIVE DRIVEWAY CL PROFILE925930935940925930935940EXISTING GRADEPROPOSED GRADE933.7933.7933.7933.8933.9933.9933.9933.9933.81933.73933.65933.58933.61933.810+000+050+100+150+200+250+300+3512" STMINV=931.4912" STMINV=932.0412" STMINV=930.9320' - 12" RCP @ 3.47%CL DITCHCL DITCHEX. 8" WATER (81-005-RES)EX. R/WSTA:0+25.00℄ TRAILS END DREX. ASPHALTSTA: 0+28.00 1112" CONCRETEFLARED ENDINV=931.83N 777922.11E 1801311.409312" CONCRETEFLARED ENDINV=931.14N 777922.11E 1801311.4093 67668223 TRAILS END DRIVE DRIVEWAY CL PROFILE925930935940925930935940EXISTING GRADEPROPOSED GRADE934.6 934.6 934.5 934.3 934.1 934.0 933.9 933.9 934.60 934.52 934.44 934.37 934.27 934.14 934.02 0+000+050+100+150+200+250+300+35EX. CONCRETE STA: 0+30.50 ℄ TRAILS END DR EX. R/W STA:0+25.00 12" DRIVE CULVERT925930935925930935EXISTING GRADEPROPOSED GRADE929.9 930.2 930.4 931.2 931.3 931.3 931.2 931.1 931.2 931.2 928.43 928.45 930.15 930.72 930.80 930.87 930.71 929.62 929.31 929.510+000+050+100+150+200+250+300+350+400+428222 TRAILS END DRIVE DRIVEWAY CL PROFILE920925930935920925930935EXISTING GRADEPROPOSED GRADE931.0 931.0 931.1 931.2 931.3 931.3 931.4 931.5 930.96 930.88 930.80 930.73 930.81 931.11 931.390+000+050+100+150+200+250+300+3512" STMINV=928.7312" STMINV=929.0112" STMINV=928.4520' - 12" RCP @ 1.75%CL DITCHCL DITCHEX. 8" WATER (81-005-RES)℄ TRAILS END DR EX. R/W STA:0+25.00 EX. ASPHALT STA: 0+28.00 1112" CONCRETE FLARED END INV=928.56 N 778158.64 E 1801322.9525 12" CONCRETE FLARED END INV=928.90 N 778158.64 E 1801322.9525 6869DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9723945DRIVEWAY DETAILSDRIVEWAY DETAIL8200 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'DRIVEWAY DETAIL8223 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'DRIVEWAY DETAIL8222 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'CURVE TABLECURVEC8C9RADIUS23.9222.62LENGTH19.2420.86DELTA46°05'06"52°50'22"DIRECTIONS50°26'05"ES50°57'27"WCHORD18.7320.130 102.5 5 0 H V 102.5 5CODED NOTE2'x2'x12" NO. 2 STONE WITH GEOTEXTILEFABRIC1H:\Columbus\P\200761\001\_DWG\_Sheets\200761CDRIV001.dwg, 8/29/2022 12:56:07 PM, mcouvreur ℄0+00 0+35 TRAILS END DRIVE(50' R/W)TRAILS END DRIVE-STA: 14+31.98CL DRIVE8" WATER(81-005-RES)931.02℄ DITCH℄ DITCH930.90930.79931.24931.38930.635.6'7.99'9.17'6.91'29.66'PROP. E/PPROP. E/PC13EX. R/WEX. R/W930.67931.12C12 931.15931.4±931.5±931.41931.5±1.56%5.86% ±12.77'±8'7'3' ℄ DRIVE 9 0 ° 0 ' 0 "13+0012" RCP6" SAN SERVICE0+35 0+00C14 C1 5EX. R/WEX. R/W℄ DRIVE12" SANTRAILS END DRIVE-STA: 13+01.03CL DRIVETRAILS END DRIVE(50' R/W)930.95PROP. E/P930.89930.78930.67930.594.76'8.23'8.7'6.61'28.3'1.56%930.66930.77930.55930.48930.66930.4±930.6±930.6±10.88'±0.84% ± 8'7'3' 9 0 ° 0 ' 0 "℄DITCH℄DITCH117372℄WS 12+0012" RCP0+000+35 TRAILS END DRIVE-STA: 12+02.91CL DRIVE℄ DRIVE TRAILS END DRIVE(50' R/W)C10C11EX. R/WEX. R/W929.95PROP. E/P929.92929.89929.88929.89PROP. E/P7.36'10.33'11.14'5.33'34.15'15.51'±929.79929.42929.3±929.3±929.1±929.32929.768'7'3'929.771.56%4.82% ±12" SAN90°0'0"EX. WATERSERVICE℄DITCH℄DITCH11707112" DRIVE CULVERT925930935925930935EXISTING GRADEPROPOSED GRADE927.9928.5929.3929.5929.6929.6929.5929.1928.7928.7927.64927.68929.25929.64929.66929.68929.68928.45927.87927.890+000+050+100+150+200+250+300+350+400+428245 TRAILS END DRIVE DRIVEWAY CL PROFILE920925930935920925930935EXISTING GRADEPROPOSED GRADE930.1930.0929.9929.8929.7929.4929.2929.0930.05929.97929.89929.82929.67929.430+000+050+100+150+200+250+300+3520' - 12" RCP @ 0.50%12" STMINV=927.7612" STMINV=927.6812" STMINV=927.84EX. R/WSTA:0+25.00℄ TRAILS END DREX. ASPHALTSTA: 0+28.00 CL DITCHCL DITCH1112" CONCRETEFLARED ENDINV=927.81N 778295.10E 1801289.564812" CONCRETEFLARED ENDINV=927.71N 778295.10E 1801289.5648 71708266 TRAILS END DRIVE DRIVEWAY CL PROFILE920925930935920925930935EXISTING GRADEPROPOSED GRADE931.2 931.2 931.1 931.2 931.3 931.4 931.5 931.7 931.18 931.10 931.02 930.95 931.02 931.310+000+050+100+150+200+250+300+35EX. 8" WATER (81-005-RES)℄ TRAILS END DR EX. R/W STA:0+25.00 EX. ASPHALT STA: 0+28.00 12" DRIVE CULVERT925930935925930935EXISTING GRADEPROPOSED GRADE929.3 929.6 930.1 930.5 930.6 930.6 930.5 929.9 929.9 929.9 928.43 928.48 930.08 930.54 930.62 930.69 930.48 929.35 929.19 929.39 0+000+050+100+150+200+250+300+350+400+428267 TRAILS END DRIVE DRIVEWAY CL PROFILE920925930935920925930935EXISTING GRADEPROPOSED GRADE930.9 930.9 930.8 930.7 930.6 930.6 930.5 930.5 930.94 930.86 930.78 930.71 930.64 930.60 0+000+050+100+150+200+250+300+3520' - 12" RCP @ 1.28%12" STMINV=928.6912" STMINV=928.4812" STMINV=928.89℄ TRAILS END DR EX. R/W STA:0+25.00 EX. ASPHALT STA: 0+28.00 CL DITCHCL DITCH1112" CONCRETE FLARED END INV=928.81 N 778393.22 E 1801294.3530 12" CONCRETE FLARED END INV=928.56 N 778393.22 E 1801294.3530 7372DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9724045DRIVEWAY DETAILSDRIVEWAY DETAIL8245 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'DRIVEWAY DETAIL8267 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'DRIVEWAY DETAIL8266 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'0 102.5 5 0 H V 102.5 5CODED NOTE2'x2'x12" NO. 2 STONE WITH GEOTEXTILEFABRIC1CURVE TABLECURVEC10C11C12RADIUS19.0238.7519.03LENGTH18.3117.1517.01DELTA55°10'57"25°21'20"51°13'25"DIRECTIONS61°10'29"WS59°04'45"ES62°57'00"ECHORD17.6117.0116.45C13C14C1523.1741.2430.2318.0716.7518.0244°41'43"23°16'02"34°10'04"S61°08'50"WN67°11'58"EN54°50'24"W17.6216.6317.76H:\Columbus\P\200761\001\_DWG\_Sheets\200761CDRIV001.dwg, 8/29/2022 12:56:17 PM, mcouvreur 12" RCP0+000+35TRAILS END DRIVE(50' R/W)C18 C19EX. R/WEX. R/WPROP. E/PPROP. E/P8" WATER(81-005-RES)926.54926.55926.34926.308'7'3'19'±1.56'23.14'6.82'31.52'TRAILS END DRIVE-STA: 17+28.58CL DRIVE6 7 ° 3 0 ' 0 "℄ DRIVE926.8±926.7±926.5±926.67926.54926.44926.43926.22926.31926.412.97% ± 1.56%℄DITCH℄DITCH11767712" RCP0+ 0 0 0+ 3 5 12" SANTRAILS END DRIVE(50' R/W)C20 C 2 1EX. R/WEX. R/WPROP. E/PPROP. E/PTRAILS END DRIVE-STA: 16+24.25CL DRIVE℄ D R I V E24.4'2.23'13.98'926.328.19'926.451.56%926.53926.33926.22925.96926.00925.9±925.8±925.988'7'3' 3.89% ±10.74'±℄DITCH℄DITCH117879℄MB12" RCP12" SAN0+000+35 TRAILS END DRIVE-STA: 15+50.69CL DRIVE℄ DRIVEPROP. E/PPROP. E/P26.29'3.47'9.16'927.40927.3490°0'0"9.84'3.82'927.76927.35927.3±927.74927.7±927.54927.54927.47927.66927.98927.891.56%0.07% ±8'7'3'TRAILS END DRIVE(50' R/W)C16C1715.11'±EX. R/WEX. R/W℄DITCH℄DITCH11747512" DRIVE CULVERT920925930920925930EXISTING GRADEPROPOSED GRADE926.7926.9927.3927.5927.6927.7927.8927.4927.3927.3925.16925.24926.75927.41927.53927.64927.74926.49926.25926.450+000+050+100+150+200+250+300+350+400+428295 TRAILS END DRIVE DRIVEWAY CL PROFILE920925930935920925930935EXISTING GRADEPROPOSED GRADE927.9927.8927.6927.6927.6927.6927.5927.5927.82927.74927.66927.59927.54927.540+000+050+100+150+200+250+300+35EX. R/WSTA:0+25.00℄ TRAILS END DREX. ASPHALTSTA: 0+28.00 12" STMINV=925.9512" STMINV=925.2420' - 12" RCP @ 2.22%12" STMINV=925.59CL DITCHCL DITCH1112" CONCRETEFLARED ENDINV=925.37N 778622.70E 1801305.552512" CONCRETEFLARED ENDINV=925.82N 778622.70E 1801305.5525 757412" DRIVE CULVERT920925930920925930EXISTING GRADEPROPOSED GRADE925.3 925.8 926.3 926.4 926.5 926.5 926.6 926.3 926.2 926.2 924.20 924.22 926.00 926.32 926.36 926.41 926.47 925.41 924.78 924.980+000+050+100+150+200+250+300+350+400+428320 TRAILS END DRIVE DRIVEWAY CL PROFILE920925930935920925930935EXISTING GRADEPROPOSED GRADE926.5 926.6 926.6 926.5 926.4 926.5 926.6 926.7 926.53 926.56 926.56 926.48 926.43 926.54 926.65 926.740+000+050+100+150+200+250+300+3512" STMINV=924.4812" STMINV=924.2220' - 12" RCP @ 0.81%12" STMINV=924.34CL DITCHCL DITCHEX. R/W STA: 0+27.06 ℄ TRAILS END DR EX. GRAVEL STA: 0+30.31EX. 8" WATER (81-005-RES)1112" CONCRETE FLARED END INV=924.43 N 778806.26 E 1801354.5579 12" CONCRETE FLARED END INV=924.27 N 778806.26 E 1801354.5579 777612" DRIVE CULVERT920925930920925930EXISTING GRADEPROPOSED GRADE924.5 924.9 925.2 925.9 925.9 925.9 925.8 925.7 925.7 925.7 924.26 924.28 925.33 926.16 926.18 926.22 926.08 924.91 924.49 924.520+000+050+100+150+200+250+300+350+400+428321 TRAILS END DRIVE DRIVEWAY CL PROFILE920925930935920925930935EXISTING GRADEPROPOSED GRADE926.7 926.5 926.3 926.1 926.0 925.9 925.9 925.9 926.65 926.55 926.46 926.38 926.29 926.12 925.94 0+000+050+100+150+200+250+300+35EX. R/W STA: 0+28.87 ℄ TRAILS END DR EX. GRAVEL STA: 0+32.33 12" STMINV=924.4412" STMINV=924.2820' - 12" RCP @ 0.50%12" STMINV=924.36CL DITCHCL DITCH1112" CONCRETE FLARED END INV=924.31 N 778707.71 E 1801309.7008 12" CONCRETE FLARED END INV=924.41 N 778707.71 E 1801309.7008 7978DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9724145DRIVEWAY DETAILSDRIVEWAY DETAIL8295 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'DRIVEWAY DETAIL8321 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'DRIVEWAY DETAIL8320 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'CURVE TABLECURVEC19C20C21RADIUS94.0715.4350.41LENGTH19.0315.6819.96DELTA11°35'37"58°13'09"22°41'26"DIRECTIONS54°55'14"WS89°15'25"EN46°20'56"WCHORD19.0015.0119.83CURVE TABLECURVEC16C17C18RADIUS30.4639.9919.08LENGTH15.8416.1015.42DELTA29°48'04"23°04'23"46°17'18"DIRECTIONN76°01'06"EN66°53'04"WS87°00'16"ECHORD15.6716.0015.000 102.5 5 0 H V 102.5 5CODED NOTE2'x2'x12" NO. 2 STONE WITH GEOTEXTILEFABRIC1H:\Columbus\P\200761\001\_DWG\_Sheets\200761CDRIV001.dwg, 8/29/2022 12:56:27 PM, mcouvreur ℄21+0012" RCP0+00 0+35EX. R/WEX. R/WC22 C23TRAILS END DRIVE-STA: 21+10.50CL DRIVE.46'5.16'9.91'9.93'25.46'927.81927.49PROP. E/PPROP. E/P℄ DRIVE 927.86927.361.56% 9 0 ° 0 ' 0 " 'TRAILS END DRIVE(50' R/W)927.98927.99927.69927.16927.78927.7±927.49927.5±10.87'±0.34% ± 8'7'3'12" RCPC24 C25℄ DITCH℄ DITCH118081EX. R/W12" SAN0+000+35 EX. R/WTRAILS END DRIVE-STA: 22+74.16CL DRIVE℄ DRIVE1.56%929.99℄ DITCHPROP. E/PPROP. E/P25.49'2.4'10.35'10.35'2.4'929.67929.61℄ DITCH9 0 ° 0 ' 0 "929.73930.19930.23929.56929.50929.4±929.7±929.79929.94930.07929.6±18.85'±929.872.87% ± 8'3'4'3'TRAILS END DRIVE(50' R/W)12" SAN12" SAN12" SAN19+000+000+38 12" SANTRAILS END DRIVE(50' R/W)TRAILS END DRIVE-STA: 19+05.10CL DRIVE℄ DRIVE1.56%927.91℄ DITCHPROP. E/PPROP. E/P20.14'2.4'6.02'6.92'4.8'927.88927.77℄ DITCH90°0'0"EX. R/W927.40926.93927.76927.50927.21927.79926.5±925.8±925.7±9.79'±EX. R/W8'3'4'10'927.90927.89927.8512" SAN10.32% ±8343 TRAILS END DRIVE DRIVEWAY CL PROFILE920925930935920925930935EXISTING GRADEPROPOSED GRADE927.3927.0927.0927.0926.8926.4926.2926.0925.8928.07927.99927.91927.84927.58927.07926.55925.960+000+050+100+150+200+250+300+350+38EX. R/WSTA: 0+25.00℄ TRAILS END DREX. GRAVELSTA: 0+35.00 12" DRIVE CULVERT920925930920925930EXISTING GRADEPROPOSED GRADE925.7 926.1 926.9 927.4 927.6 927.8 927.7 927.7 928.1 928.1 925.06 925.11 926.66 927.40 927.57 927.72 927.57 926.56 926.45 926.65 0+000+050+100+150+200+250+300+350+400+428370 TRAILS END DRIVE DRIVEWAY CL PROFILE920925930935920925930935EXISTING GRADEPROPOSED GRADE928.0 928.0 927.8 927.8 927.8 927.7 927.6 927.6 927.96 927.89 927.81 927.73 927.68 927.670+000+050+100+150+200+250+300+35CL DITCHCL DITCH12" STMINV=925.7120' - 12" RCP @ 3.25%12" STMINV=926.1512" STMINV=925.118" WATER (81-005-RES)℄ TRAILS END DR EX. R/W STA:0+25.00 EX. ASPHALT STA: 0+28.00 1112" CONCRETE FLARED END INV=925.95 N 779197.63 E 1801373.6579 12" CONCRETE FLARED END INV=925.31 N 779197.63 E 1801373.6579 81808371 TRAILS END DRIVE DRIVEWAY CL PROFILE920925930935920925930935EXISTING GRADEPROPOSED GRADE930.2 930.1 929.9 929.9 929.8 929.7 929.5 929.4 930.14 930.07 929.99 929.91 929.81 929.67 0+000+050+100+150+200+250+300+35EX. R/W STA:0+25.00 EX. CONCRETE STA: 0+28.00 ℄ TRAILS END DR DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9724245DRIVEWAY DETAILSDRIVEWAY DETAIL8343 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'DRIVEWAY DETAIL8371 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'DRIVEWAY DETAIL8370 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'CURVE TABLECURVEC22C23RADIUS50.4529.03LENGTH15.0621.00DELTA17°05'58"41°27'05"DIRECTIONS87°53'01"ES49°40'56"WCHORD15.0020.550 102.5 5 0 H V 102.5 5CODED NOTE2'x2'x12" NO. 2 STONE WITH GEOTEXTILEFABRIC1H:\Columbus\P\200761\001\_DWG\_Sheets\200761CDRIV001.dwg, 8/29/2022 12:56:37 PM, mcouvreur 12" RCP0+000+35 12" SANEX. R/WTRAILS END DRIVE-STA: 24+39.12CL DRIVE℄ DRIVE1.56%922.59PROP. E/P19.26'3.02'4.98'7.19'4.07'922.259 0 ° 0 ' 0 "922.25922.92923.12922.54922.7±922.7±922.74922.79922.7±9.89'±922.472.51% ±TRAILS END DRIVE(50' R/W)922.37EX. R/W8'7'3' C28 C2 9℄ DITCH℄ DITCH11848524+0012" RCP0+00 EX. R/WEX. R/WTRAILS END DRIVE-STA: 23+85.64CL DRIVE2.15'5.57'7.75'6.12'21.59'925.23925.62PROP. E/PPROP. E/P924.83925.491.56%924.95924.84925.10925.92925.34926.1±925.84926.0110.16'±5.85% ±926.3±8'7' 10' 6.46'3.54' C30 C318" WATER(81-005-RES)TRAILS END DRIVE(50' R/W)90°0'0"℄ DITCH℄ DITCH11868712" RCP0+0012" SANTRAILS END DRIVE-STA: 23+63.12CL DRIVE℄ DRIVE1.56%926.35PROP. E/P19.14'2.66'5.53'7.28'3.67'925.9590°0'0"926.08926.72926.90925.76925.7±926.0±926.16926.59925.7910.77'±926.234.13% ±TRAILS END DRIVE(50' R/W)℄ DRIVE0+000+35 EX. R/W925.94EX. R/WC26C27℄ DITCH℄ DITCH11828312" DRIVE CULVERT920925930920925930EXISTING GRADEPROPOSED GRADE924.1924.6925.7926.2926.4926.0925.8925.7923.45923.70925.57926.09926.32925.98925.00925.400+000+050+100+150+200+250+300+348401 TRAILS END DRIVE SOUTH DRIVEWAY CL PROFILE920925930935920925930935EXISTING GRADEPROPOSED GRADE926.6926.5926.3926.3926.2926.0925.7925.5926.51926.43926.35926.28926.13925.920+000+050+100+150+200+250+300+3512" STMINV=924.26EX. R/WSTA:0+25.00℄ TRAILS END DREX. ASPHALTSTA: 0+28.00 CL DITCHCL DITCH12" STMINV=924.9012" STMINV=923.7012' - 12" RCP @ 5.00%1112" CONCRETEFLARED ENDINV=924.00N 779437.69E 1801345.325912" CONCRETEFLARED ENDINV=924.60N 779437.69E 1801345.3259 838212" DRIVE CULVERT915920925915920925EXISTING GRADEPROPOSED GRADE920.8 921.0 922.3 922.7 922.7 922.2 921.7 921.6 919.92 920.04 921.89 922.48 922.66 922.27 921.16 921.360+000+050+100+150+200+250+300+348401 TRAILS END DRIVE NORTH DRIVEWAY CL PROFILE915920925930915920925930EXISTING GRADE922.7 922.7 922.5 922.6 922.7 922.7 922.7 922.7 922.74 922.66 922.59 922.51 922.51 922.63 0+000+050+100+150+200+250+300+3512" STMINV=920.53EX. R/W STA:0+25.00 ℄ TRAILS END DR EX. ASPHALT STA: 0+28.00 CL DITCHCL DITCH12" STMINV=921.1112" STMINV=920.0412' - 12" RCP @ 4.46%PROPOSED GRADE1112" CONCRETE FLARED END INV=920.31 N 779513.37 E 1801349.0194 12" CONCRETE FLARED END INV=920.84 N 779513.37 E 1801349.0194 858412" DRIVE CULVERT920925930920925930EXISTING GRADEPROPOSED GRADE924.9 925.2 925.6 925.9 926.1 926.2 926.4 926.7 922.52 922.59 924.77 925.20 925.44 925.43 923.89 924.290+000+050+100+150+200+250+300+348420 TRAILS END DRIVE DRIVEWAY CL PROFILE915920925930915920925930EXISTING GRADEPROPOSED GRADE925.4 925.6 925.7 925.8 926.0 926.1 926.1 926.2 926.2 925.38 925.31 925.23 925.15 925.24 925.59 925.90 926.180+000+050+100+150+200+250+300+350+408" WATER (81-005-RES)CL DITCHCL DITCH12" STMINV=923.7912' - 12" RCP @ 5.00%12" STMINV=922.5912" STMINV=923.14EX. R/W STA:0+25.00 ℄ TRAILS END DR EX. ASPHALT STA: 0+35.00 1112" CONCRETE FLARED END INV=923.49 N 779457.98 E 1801386.3636 12" CONCRETE FLARED END INV=923.49 N 779457.98 E 1801386.3636 8786DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9724345DRIVEWAY DETAILSSOUTH DRIVEWAY DETAIL8401 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'DRIVEWAY DETAIL8420 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'NORTH DRIVEWAY DETAIL8401 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'CURVE TABLECURVEC29C30C31RADIUS44.9835.3128.49LENGTH16.3015.3217.59DELTA20°45'39"24°51'46"35°22'09"DIRECTIONN64°55'27"WN77°50'27"WN62°51'37"ECHORD16.2115.2017.31CURVE TABLECURVEC26C27C28RADIUS24.0343.1920.63LENGTH15.5016.0415.65DELTA36°57'36"21°16'45"43°27'58"DIRECTIONN82°46'04"EN67°21'55"WN81°52'47"ECHORD15.2315.9515.280 102.5 5 0 H V 102.5 5CODED NOTE2'x2'x12" NO. 2 STONE WITH GEOTEXTILEFABRIC1H:\Columbus\P\200761\001\_DWG\_Sheets\200761CDRIV001.dwg, 8/29/2022 12:56:47 PM, mcouvreur EX. R/W 27+30.2627+000+00 0+73 TRAILS END DRIVE-STA: 27+16.54CL DRIVE℄ DRIVE 922.451.00%TRAILS END DRIVE(50' R/W)90°0'0"922.45922.8±922.6±11.1'10'922.595.71'3.29'9'18'℄ DRIVE 1.03%1.51%1.56%℄ DITCH PROP. E/P PROP. E/P 922.61922.6912" SAN0+00EX. R/WTRAILS END DRIVE-STA: 26+22.54CL DRIVE℄ DRIVE1.56%922.84℄ DITCHPROP. E/P37.16'13.86'8.78'9'5.53'922.75℄ DITCH90°0'0"922.88922.74922.64922.07921.9±922.12922.61922.728.50% ±8'7'TRAILS END DRIVE(50' R/W)922.81PROP. E/P922.763'921.8±EX. R/W12.92'±921.87C32C338431 TRAILS END DRIVE DRIVEWAY CL PROFILE915920925930915920925930EXISTING GRADE922.9922.8922.8922.6922.4922.0921.8921.6921.3923.00922.92922.84922.77922.55922.120+000+050+100+150+200+250+300+350+40EX. R/WSTA:0+25.00℄ TRAILS END DREX. ASPHALTSTA: 0+28.00 8432 TRAILS END DRIVE DRIVEWAY CL PROFILE915920925930915920925930EXISTING GRADEPROPOSED GRADE922.0 922.0 922.1 922.2 922.2 922.3 922.3 922.4 922.5 922.6 922.6 922.6 922.6 922.7 922.7 922.7 922.04 922.09 922.14 922.19 922.24 922.29 922.34 922.39 922.44 922.49 922.54 922.58 922.630+000+050+100+150+200+250+300+350+400+450+500+550+600+650+700+73EX. R/W STA:0+25.00 ℄ TRAILS END DR EX. ASPHALT STA: 0+68.00 DRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9724445DRIVEWAY DETAILSDRIVEWAY DETAIL8431 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'DRIVEWAY DETAIL8432 TRAILS END DRIVESCALE: HORIZONTAL/VERTICAL 1"= 5'CURVE TABLECURVEC32C33RADIUS16.0032.04LENGTH26.0717.20DELTA93°22'22"30°45'12"DIRECTIONN49°28'49"EN59°10'51"WCHORD23.2816.990 102.5 5 0 H V 102.5 5 H:\Columbus\P\200761\001\_DWG\_Sheets\200761CDRIV001.dwg, 8/29/2022 12:56:56 PM, mcouvreur WEDGEWOODGLENPB 106 PG 19EW12"8"11"12"8"10"4"5"4"3"3"3"4"7"7"5"5"8"8"8"6"9"7"18"10"18"9"11"8"12"12"4"TPBCHARLES E. LAMBERT ANDCHARLOTTE B. LAMBERTOR 5276 G-014100 SUMMIT VIEW ROADPARCEL 273-0088668"4"MB8"6"4"4"4"3"12"4"3"W8"8"8"10"8"8"10"11"8"6"8"8"4"10"12"EX. INV=920.34'EX. INV=919.75'EX. INV=915.89'EX. MHSANRIM=917.58'INV=903.68'EX. 15" RCPEX. 15" RCPEX. 12" CPPEX. 12" CPPEX. 12" RCPEX. 12" RCPEX. 12" CPPEX. 12" CPPEX. DRAINAGE EASEMENT WYANDOTTE WOODSSECTION 3PB 102 PG 76RESERVE "A"WYANDOTTE WOODSSECTION 2 PHASE 2PB 101 PG 68RESERVE "D"CITY OF DUBLIN,OHIOIN. 2004020300239941.953 ACRESKELLY DRIVEPARCEL 273-011197CITY OF DUBLIN, OHIOIN. 2003032800888060.574 ACRESCALVERT COURTPARCEL 273-011172CONTROL POINTMAG NAIL SETN: 777092.92'E: 1800619.13'ELEV= 920.84'DEX. STM MHRIM=928.66'INV 12" W=925.88'INV N=921.96'INV E=921.95'INV S=921.86'INV 15" W=921.58'⅊⅊⅊⅊⅊EX. R/WEX. R/WEX. R/WEX. R/WEX. R/WEX. E/PEX. E/PEX. E/PEX. E/PEX. E/PEX. E/PEX. C&GEX. C&GEX. 15" RCPEX. CBGRATE=926.12'WINDOW=925.01'INV E & N=923.32'INV W=923.23'EX. CBGRATE=923.54'INV E=919.36'INV NW=918.68'PARCEL 273-008659CITY OF DUBLIN, OHIOIN. 2004102902496652.398 ACRESSUMMIT VIEW ROADPARCEL 273-011296CITY OF DUBLIN, OHIO3.628 ACRESCONINE COURTPARCEL 273-011428SUMMIT VIEW ROAD(R/W VARIES)EX. FIRE HYD.EX. FIRE HYD.℄℄EX. 12" WATER (74-007-CIP)EX. 12" WATER (74-007-CIP)EX. 2" WATER (74-007-CIP)EX. 12" CPPEX. 8" WATER(81-005-RES)EX. 12" CPPINV=923.46'EX. BIKE PATHEX. BIKE PATHEX. CBGRATE=924.37'INV SE=922.64'EX. INV=923.64'W(2) QUE RUB(3) QUE RUB(2) CAR BET(1) CAR BET(2) CAR BET(2) GYM DIO(1) GYM DIO(3) THU PLI(2) THU PLI(2) JUN CHIJAY S. HOBGOODOR 15569 G-083996 SUMMIT VIEW ROADPARCEL 273-008754MB30"8"8"8"10"8"8"MBTW4"10"8"8"8"12"8"8"10"8"3"10"8"8"12"10"8"12"4"4"6"6"3"10"10"8"8"10"12"8"4"10"12"EX. FF=939.17'±#3996EX. 12" RCPEX. 12" CPPEX. 12" CPP12" RCPCITY OF DUBLIN, OHIOIN. 2004102902496652.398 ACRESSUMMIT VIEW ROADPARCEL 273-011296CONTROL POINTMAG NAIL SETN: 777037.21'E: 1801434.30'ELEV= 936.70'EX. EXPOSED 12" HDPE STMINV=935.57'⅊⅊EX. R/WEX. R/WEX. E/PEX. E/PEX. E/PEX. E/PEX. C&GEX. C&GEX. CBGRATE=926.12'WINDOW=925.01'INV E & N=923.32'INV W=923.23'EX. 12" RCPEX. CB GRATE=936.23' INV E=932.53' INV W=932.43'MICHAEL MCEWEN ANDELIZABETH ROBERTS MCEWENIN. 2017111601626184040 SUMMIT VIEW ROADPARCEL 273-008659MICHAEL MCEWEN ANDELIZABETH ROBERTS MCEWENIN. 2017111601626184040 SUMMIT VIEW ROADPARCEL 273-008659EX. R/WEX. R/WEX. FIRE HYD.℄EX. 12" WATER (74-007-CIP)EX. 8" WATER(81-005-RES)EX. WATERSERVICEEX. WATERSERVICE EX. 12" CPPINV=923.46'EX. CONC.WALKEX. INV=923.64'W(2) QUE RUB(2) GYM DIO(3) JUN CHIDRAWN CHECKED SANITARY SEWER EXTENSION AREA 1B 21-013-CIP KRC MJC SCALEDUBLINCC-19681PM 9720 6015304545TREE REPLACEMENT PLANPLANT MATERIALS LISTQTY.KEYCOMMON NAMEBOTANICAL NAMESIZEROOT / MINIMUM CLEARANCE FROM SIDEWALK OR STREETDECIDUOUS TREES10QUE RUBRED OAKQUERCUS RUBRA2" CAL.B+B / 6' MIN.9CAR BETEUROPEAN HORNBEAMCARPINUS BETULUS2" CAL.B+B / 6' MIN.9GYM DIOKENTUCKY COFFEETREE 'ESPRESSO'GYMNOCLADUS DIOICUS 'ESPRESSO'2" CAL.B+B / 6' MIN.EVERGREEN TREES5THU PLIARBORVITAE 'GREEN GIANT'THUJA PLICATA 'GREEN GIANT'6' HT.5JUN CHIJUNIPER 'SPARTAN'JUNIPERUS CHINENSIS 'SPARTAN'6' HT.TREE REPLACEMENT NOTE1.CONTRACTOR TO PROVIDE TREES INDICATED IN PLANT MATERIALS LIST. LOCATION TO BE DETERMINEDBY CITY OF DUBLIN REPRESENTATIVE.2.CONTRACTOR TO PLANT 27 TREES SOUTH OF SUMMIT VIEW ROAD. FINAL LOCATIONS TO BE DETERMINEDBY THE CITY OF DUBLIN.3.ELEVEN TREES ARE SHOWN FOR REMOVAL ON TRAILS END DRIVE. EACH TREE REMOVED SHALL BEREPLACED WITH NEW TREE. LOCATIONS TO BE DETERMINED BY THE CITY OF DUBLIN.PROPOSED LANDSCAPE LEGENDDECIDUOUS TREEEVERGREEN TREEMATCH LINE - SEE ABOVE MATCH LINE - SEE BELOW H:\Columbus\P\200761\001\_DWG\_Sheets\200761LLND001.dwg, 8/29/2022 12:57:08 PM, mcouvreur