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Gilmore Road Sanitary Sewer Extension

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Gilmore Road Sanitary Sewer Extension D E D GENERAL SANITARY NOTES T E A H B K L C C M U E C A D H 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION ACTIVITIES IN L C A ACCORDANCE WITH LOCAL, STATE, & FEDERAL REGULATIONS. C 2. ITEM NUMBERS REFER TO THE OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS, AND ALL NEW CONSTRUCTION WORK SHALL BE DONE ACCORDING TO SAID GILMORE ROAD SPECIFICATIONS AND IN ACCORDANCE WITH APPLICABLE STANDARDS OUTLINED IN THE"BUTLER COUNTY SUBDIVISION REGULATIONS." WHEN IN CONFLICT, THEBUTLER COUNTY REQUIREMENTS SHALL PREVAIL. SANITARY SEWER EXTENSION 3. COMPACTED FILLS ARE TO BE MADE TO A MINIMUM OF THREE FEET ABOVE THE CROWN OF ANY PROPOSED SEWER PRIOR TO CUTTING OF TRENCHES FOR PLACEMENT OF SAID SEWERS. ALL FILLS BUTLER COUNTY WATER & SEWER SUBMITTAL SHALL BE CONTROLLED, COMPACTED, AND INSPECTED BY AN APPROVED TESTING LABORATORY OR AN ISSUANCE DATE: 06/22/2020 INSPECTOR FROM THE APPROPRIATE GOVERNMENTAL AGENCY. SITE DATA: T OWNERS OF RECORD: 4. ADJUST ALL EXISTING CASTINGS AND CLEANOUTS WITHIN PROJECT AREA TO GRADE AS REQUIRED. E FAIRFIELD CITY SCHOOL DISTRICT BOARD OF EDUCATION E SECTION 25, TOWN 2, RANGE 3 FAIRFIELD TOWNSHIP, BUTLER COUNTY, OHIO 5. CONTRACTOR SHALL IMPLEMENT ALL SOIL AND EROSION CONTROL, PRACTICES REQUIRED BY H BUTLER COUNTY AND THE OHIO EPA. FAIRFIELD TOWNSHIP, BUTLER COUNTY, OHIO S 6. ALL GROUND SURFACE AREAS THAT HAVE BEEN EXPOSED OR LEFT BARE AS A RESULT OF ENGINEER/SURVEYOR: CONSTRUCTION AND ARE TO FINAL GRADE AND ARE TO REMAIN SO, SHALL BE SEEDED AS SOON AS E THE KLEINGERS GROUP PRACTICAL IN ACCORDANCE WITH SPECIFICATIONS. IF NO SPECIFICATIONS ARE SUPPLIED USE STATE 6219 CENTRE PARK DRIVE L OF OHIO SPECIFICATIONS ITEM 659. WEST CHESTER, OH 45069 LOCATION MAP: T I 7. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO T THE BEGINNING OF CONSTRUCTION OR EARTH MOVING OPERATIONS. SITE INFORMATION 8. FORTY-EIGHT HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTOR SHALL NOTIFY THE OHIO BOUNDARY: BASED ON BOUNDARY SURVEY BY THE KLEINGERS GROUP N UTILITIES PROTECTION SERVICE (OUPS), AND ALL OTHER AGENCIES WHICH MAY HAVE UNDERGROUND TOPOGRAPHY: BASED ON TOPOGRAPHIC SURVEY BY THE KLEINGERS GROUP UTILITIES INVOLVING THIS PROJECT AND ARE NON-MEMBERS OF THE OHIO UTILITIES PROTECTION O ZONING: AGRICULTURAL DISTRICT (A-1) I SERVICE. s EXISTING USE: FARM LAND, UNDEVELOPED S n i PROPOSED USE: SANITARY MAIN EXTENSION TO 1 SERVICE N g 9. EXISTING UNDERGROUND UTILITIES AND SERVICES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BUILDING + FUTURE DEVELOPMENT g i ACCORDING TO THE BEST INFORMATION AVAILABLE. THE LOCATIONS SHOWN ARE INTENDED ONLY AS A E h PROJECT SITE d GUIDE AND CANNOT BE GUARANTEED ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR: BENCHMARK: FOUND IRON PIN, SEE PAGE 3 FOR LOCATION T N: 510339.66, E: 1398884.16 A. CONTACTING THE INDIVIDUAL UTILITY OWNERS TEN DAYS PRIOR TO CONSTRUCTION AND ELEVATION: 746.17 ADVISING THEM OF THE WORK TO TAKE PLACE. X M P BENCHMARK DESCRIPTION: THE IRON PIN IS APPROXIMATELY 45' SOUTH OF THE CULVERT, B. SOLICITING THEIR AID IN LOCATING AND PROTECTING ANY UTILITY WHICH MAY INTERFERE WITH E 3' WEST OF GILMORE ROAD EXISTING EDGE OF PAVEMENT AND 3 CONSTRUCTION. 2 APPROXIMATELY 7' FROM AN EXISTING POWER POLE. : C. EXCAVATING AND VERIFYING THE HORIZONTAL AND VERTICAL LOCATION OFEACH UTILITY. 2 R 5 : D. ALL DAMAGE TO ANY EXISTING UTILITY. 2 E 0 10. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UTILITIES PRIOR TO THE UTILITY CONTACTS: LEGEND: 2 0 BEGINNING TELECOM EXIST. EDGE OF PAVEMENT W 2 CINCINNATI BELL / OF CONSTRUCTION OR EARTH MOVING OPERATIONS. E 2 221 E. 4TH ST., BLDG. 43 PROPERTY LINE 2 CINCINNATI, OH 45201 / S (513) 565-7043 6 11. CONTRACTOR SHALL SECURE ALL PERMITS AND FURNISH ALL DRAWINGS REQUIRED FOR UTILITY CONTACT; MARK CONNER EXIST. WATER LINE TAPS PRIOR TO STARTING CONSTRUCTION. t TIME WARNER CABLE Y e EXIST. GAS LINE 11252 CORNELL PARK DR. e 12. SITE UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING REQUIRED VERTICAL CINCINNATI, OH 45242 h R S SEPARATION BETWEEN UTILITIES BY VARYING DEPTH OF UNDERGROUND ELECTRIC, TELEPHONE, (513) 386-5483 EXIST. ELECTRIC CONTACT: JIM O'REILLY A e WATER AND GAS. l PROP. EDGE OF PAVEMENT t i REGIONAL MAP: WATER AND SEWER T T BUTLER COUNT WATER AND SEWER I 13. A MINIMUM OF1.5' OF VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN UTILITIES AT ALL PROP. UNDERDRAIN - 130 HIGH STREET 1 TIMES. HAMILTON, OH 45011 N n (513) 887-3066 PROP. SIDEWALK A g 14. SANITARY SEWER MATERIALS AND INSTALLATION SHALL BE PER BUTLER COUNTY WATER AND CONTACT: STEVE THOMPSON d . 1 SEWER SPECIFICATIONS, USING: SECTION 3110 FOR PVC, SDR-35 & 26 PIPE; SECTION 3140 FOR ABS OR PROP. SANITARY SEWER S 0 GAS 0 PVC COMPOSITE PIPE; SECTION 3410 FOR MANHOLES. DUKE ENERGY U 139 E. FOURTH ST. PROP. UTILITY EASEMENT B _ ROOM 460A 7 15. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY CINCINNATI, OH 45202 0 PROP. TEMP. CONSTRUCTION EASMENT (513) 287-1593 0 SEWERSYSTEM ARE PROHIBITED. 8 CONTACT: CHRIS COLYER 8 EXIST. R/W \ s 16. ALL BUILDINGS TO BE SERVED BY THE PUBLIC SEWER SYSTEM SHALL BE CONSTRUCTED SO AS TO ELECTRIC p PROVIDE A MINIMUM OF FOUR FEET OF VERTICAL SEPARATION BETWEEN THE PUBLIC SANITARY PROJECT SITE DUKE ENERGY PROP. CONSTRUCTION LIMITS a 139 E. FOURTH ST. m SEWER, AT THE POINT OF CONNECTION AND THE LOWEST BUILDING LEVEL SERVED BY GRAVITY SEWER ROOM 460A e PROP. SILT FENCE (EROSION CONTROL) s CONNECTION. IN ADDITION, SAID BUILDING LEVEL SHALL BE AT LEAST ONE (1) FOOT ABOVE THE CINCINNATI, OH 45202 a (513) 287-3852 B LOWEST POINT OF FREE-OVERFLOW (NON-SEATED MANHOLE COVER) UPSTREAM OF ANY TREATMENT CONTACT: CRAIG HUTCHISON PROP. MANHOLE \ FACILITY OR WASTEWATER PUMPING FACILITY THAT RECEIVES THE DISCHARGE FROM SAID BUILDING. s e i SAID MINIMUM SERVICE LEVELS SHALL BE RECORDED ON THE "RECORD DRAWING" PLANS FOR THE STORM t BUTLER COUNTY ENGINEER'S OFFICE i l DEVELOPMENT, WHICH WILL BE KEPT ON FILE IN THE OFFICE OF THE BUTLER COUNTY WATER & SEWER i 1921 FAIRGROVE AVENUE t DEPARTMENT. (513) 785-4121 D U CONTACT: ERIC POTTENGER PLAN PREPARED BY: \ A n CIVIL ENGINEERING g 17. BUTLER COUNTY WATER & SEWER DEPARTMENT DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE i TRAFFIC SURVEYING O s RELOCATION, REPAIR, OR REPLACEMENT OF ANY OTHER UTILITY INSTALLED WITHIN FIVE (5) FEET OF BUTLER COUNTY ENGINEER'S OFFICE LANDSCAPE e 1921 FAIRGROVE AVENUE ARCHITECTURE D THE CENTER LINE OF ANY SANITARY SEWER MAIN. R (513) 785-4109 6219 Centre Park Dr. \ THE West Chester, OH 45069 7 CONTACT: MATT LOEFFLER, PE 513.779.7851 0 KLEINGERS 18. PRIVATE DRIVEWAYS, PARKING LOTS AND OTHER PAVED AREAS, EARTHEN BERMS OR STRUCTURES www.kleingers.com 0 GROUP . E 8 SHOULD NOT BE CONSTRUCTED OVER PRIVATE SEWER SERVICE LINES WITHIN THE PUBLIC ROAD 8 R 5 RIGHT-OF-WAY OR WITHIN THE EASEMENT AREAS FOR THE PUBLIC UTILITIES. SHOULD THIS OCCUR, THE UNDERGROUND UTILITIES ENGINEERS SEAL: 0 PROPERTY OWNER SHALL BE HELD RESPONSIBLE FOR THE PROTECTION AND REPAIR AND FOR 5 1 SHEET INDEX O _ PROVIDING ACCESS TO ANY CURB STOPS, METER PITS, MANHOLES, CLEAN-OUTS, ETC. INSTALLED IN Contact Two Working Days 7 0 CONJUCTION WITH THESE PRIVATE SERVICE LINES AND FOR ANY DAMAGE OR RESTORATION OF THE SHEET TITLE Before You Dig M 0 8 PAVED SURFACES OR STRUCTURES THAT MAY RESULT FROM THE FUTURE OPERATION, MAINTENANCE, L 8 1 TITLE SHEET I \ REPAIR, OR REPLACEMENT OF SAID SERVICE LINES AND APPURTENANCES. 7 2 DETAIL SHEET 0 G 0 19. SANITARY SEWER LATERALS, WHICH SHALL INCLUDE ALL PIPE AND APPURTENANCES FROM THE \ 3 SCHEMATIC PLAN 8 BUILDING TO THE PUBLIC SEWER MAIN, AND THE CONNECTION TO THE PUBLIC SEWER MAIN SHALL BE 8 5 4 PLAN & PROFILE STA. 1+00.00 TO STA. 4+00.00 CONSIDERED PRIVATE AND THE RESPONSIBILITY OF THE PROPERTY OWNER TO MAINTAIN. THE 0 5 Before You Dig 1 CONNECTION TO THE SEWER MAIN WOULD BE ANY PIPING THAT EXTENDS OUT FROM THE MAIN BARREL 5 PLAN & PROFILE STA. 4+00.00 TO STA. 8+75.70 \ 5 TO THE SEWER MAIN. 1 1 0 OHIO811, 8-1-1, or 1-800-362-2764 SIGNED: 2 5 \ : DATE: H D E D T E A H B K 10' MAXIMUM L C C M U E C A D H L C A LEVEL CONTOUR C NO SLOPE FINISHED GRADE BACKFILL PER SPECIFICATIONS ELEVATION TRENCH WIDTH MIN: (OD + 12") NOTE: MAX: (OD + 16") OR 30" FLAT SLOPE IN MANHOLES SHALL NOT BE INSTALLED FRONT OF BARRIER WITHIN THE LIMITS OF THE CONCRETE PIPE BARREL FLOW ENCASEMENT OR THE STREAM BANKS 12" 16" MINIMUM MIN WRAP GEOTEXTILE ROCK CHANNEL PROTECTION AROUND STAKES PER SPECS BEDDING MATERIALS BEFORE DRIVING SHALL BE PER T 16" MINIMUM BCDES SPECS. 6" MIN. E PIPE PER PLANS & SPECS WIDTH WIDTH GRADE E WIDTH 6" MIN 2 2 12" MAX H SECTION NORMAL WATER LEVEL S TRENCH TO BE BUTLER COUNTY WATER AND SEWER L JOINING SECTIONS BACKFILLED AND I OF SILT FENCE COMPACTED 5 6270 TYPICAL TRENCH DETAIL FOR SANITARY INSTALLATION 002 NOT TO SCALE NOTES: A 10. MAINTENANCE—SILT FENCE SHALL ALLOW RUNOFF TO PASS 1. SILT FENCE SHALL BE CONSTRUCTED BEFORE UPSLOPE LAND ONLY AS DIFFUSE FLOW THROUGH THE GEOTEXTILE. IF RUNOFF 2'-6" T DISTURBANCE BEGINS. OVERTOPS THE SILT FENCE, FLOWS UNDER THE FABRIC OR MIN TO TOP OF CASING AROUND THE FENCE ENDS, OR IN ANY OTHER WAY ALLOWS A GRAVITY E 2. ALL SILT FENCE SHALL BE PLACED AS CLOSE TO THE CONTOUR CONCENTRATED FLOW DISCHARGE, ONE OF THE FOLLOWING SEWER AS POSSIBLE SO THAT WATER WILL NOT CONCENTRATE AT LOW SHALL BE PERFORMED, AS APPROPRIATE: 1) THE LAYOUT OF THE POINTS IN THE FENCE AND SO THAT SMALL SWALES OR SILT FENCE SHALL BE CHANGED, 2) ACCUMULATED SEDIMENT D CONCRETE ENCASEMENT DEPRESSIONS THAT MAY CARRY SMALL CONCENTRATED FLOWS SHALL BE REMOVED, OR 3) OTHER PRACTICES SHALL BE TWICE STREAM WIDTH CONCRETE TO THE SILT FENCE ARE DISSIPATED ALONG ITS LENGTH.
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