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1741712OWNER / DEVELOPER MBJ Holdings, L.L.C. 8000 Walton Parkway New Albany, Ohio 43054 Contact: Michael Bedsole Phone: (540) 223-8749 CIVIL ENGINEER G R E S H A M SMITH A N D P A R T N E R S 1100 Nashville City Center, 511 Union Street Nashville, Tennessee 37219 Civil Contact: Jonathan Roberts, PE (TN) Phone: (615) 770-8227 Email: jonathan_roberts@gspnet.com BENCHMARKS SOURCE FRANKLIN COUNTY SURVEY CONTROL DATABASE DESIGNATION "N29" - BRASS PLUG IN CONCRETE MONUMENT AT THE INTERSECTION HOUCHARD ROAD AND DUBLIN-PLAIN CITY ROAD, 16.5 FEET NORTH OF THE CENTERLINE OF DUBLIN-PLAIN CITY ROAD, 33.0 SOUTHEAST OF A POWER POLE, 0.3 FEET BELOW THE GROUND. ELEVATION 946.070 SITE BM 1 NORTH RIM OF SANITARY MANHOLE LOCATED 475 FEET SOUTH OF DUBLIN-PLAIN CITY ROAD, 20 FEET WEST OF THE EAST PROPERTY LINE. SHOWN ON BASE MAP AS "SITE BM #1". ELEVATION 944.23 SITE BM 2 NORTH RIM OF SANITARY MANHOLE LOCATED 70 FEET SOUTH OF DUBLIN-PLAIN CITY ROAD, 20 FEET WEST OF THE EAST PROPERTY LINE. SHOWN ON BASE MAP AS "SITE BM #2". ELEVATION 943.47 SITE BM 23 NORTH RIM OF STORM SEWER CATCH BASIN LOCATED 970 FEET SOUTH OF DUBLIN-PLAIN CITY ROAD, ALONG THE EAST SIDE OF HOUCHARD STREET. SHOWN ON BASE MAP AS "SITE BM #3". ELEVATION 944.03 FLOOD NOTE THE SUBJECT PROPERTY LIES IN ZONE X (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), AS DETERMINED BY GRAPHIC INTERPOLATION FROM THE FLOOD INSURANCE RATE MAP (FIRM) NUMBER 39049CO127 K WITH AN EFFECTIVE DATE OF JUNE 17, 2008, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. OHIO '''p; Ut' 'ties Protection SERVICE Click, Call or Tap Before You Dig CITY OF DUBLIN, OHIO UNDERGROUND INFRASTRUCTURE PLANS PROJECT GRANITE 6665 CROSBY COURT FRANKLIN COUNTY DUBLIN, OHIO 43016 DUBLIN PROJECT NO. 17-41712-COM GS&P PROJECT NO. 42351.00 � 133 r� I(iBleviille 33 Dublin. I . E''I SITE,ir� flier �; l Ohio State University 39- Don Scott Airport AiNin wit"O" lid — i3 a NORTHWEST 1 801el RAJ III X L4 s I fyr4i:jef.. (.Qn,- ilia I STANDARD CONSTRUCTION DRAWINGS THE STANDARD CITY CONSTRUCTION DRAWINGS LISTED ON THESE PLANS SHALL BE CONSIDERED A PART THEREOF. VICINITY MAP NOT TO SCALE Sheet List Table Sheet Number Sheet Title C000 COVER SHEET C001 MASTER PLAN C002 GENERAL NOTES C003 GENERAL NOTES - CITY OF DUBLIN C100 EXISTING CONDITIONS PLAN C300 OVERALL GRADING AND DRAINAGE PLAN C301 SITE GRADING AND DRAINAGE PLAN C302 SITE GRADING AND DRAINAGE PLAN C303 STORMWATER PROFILES C304 STORMWATER PROFILES C305 STORMWATER PROFILES C306 STORMWATER PROFILES C401 EPSC - INITIAL C402 EPSC - INTERMEDIATE C403 EPSC - FINAL C500 OVERALL SITE UTILITY PLAN C501 SITE UTILITY PLAN- ELECTRIC AND FIBER OPTIC C502 SITE UTILITY PLAN- ELECTRIC AND FIBER OPTIC C511 SITE UTILITY PLAN- WATER AND SEWER C512 SITE UTILITY PLAN- WATER AND SEWER C521 PRIVATE SANITARY SEWER PROFILES C522 PRIVATE SANITARY SEWER PROFILES C901 SITE DETAILS C902 SITE DETAILS C903 SITE DETAILS \P tuuOF �0'% °• STEPHEN A. BROWN = E-76131 r� REGISTERED ENGINEER ^ ur= ONALtt\����� STEPHEN A. BROWN OHIO REG. NO. E-76131 05/23/2017 DATE CITY OF DUBLIN CITY OF COLUMBUS SA-01 AA-S102 L-1004 SA-02 AA-S106 L-2200 Dr.A CITY OF DUBLIN APPROVALS SA-04 AA-S107 L-2208 Dr.A ST-03 AA-S111 L-2225 Dr.A SIGNATURES ON THIS PLAN SIGNIFY ONLY CONCURRENCE WITH THE WA-01 AA-S117 L-6306 GENERAL PURPOSE AND GENERAL LOCATION OF THE PROJECT. AND THIS AA-S119 L-6309A DOES NOT CONSTITUTE ASSURANCE TO OPERATE AS INTENDED. ALL AA-S125A L-6310 TECHNICAL DETAILS REMAIN THE RESPONSIBILITY OF THE ENGINEER AA-S128 L-6311 PREPARING THE PLANS. AA-S133A L-6312 AA-S133B L-6316A AA-S149 L-6324 AA-S150 L-6409A CITY ENGINEER, CITY OF DUBLIN DATE AA-S151 L-6637A PAUL A. HAMMERSMITH, P.E. AA-S166 L-6640 AA-S167 L-7001 AA-S169 L-7103 DIRECTOR OF LAND USE AND LONG RANGE PLANNING DATE CITY OF DUBLIN, OHIO PROJECT ADDRESS: 6665 CROSBY COURT DUBLIN, OH. 43016 MECHANICAU PLUMBING ENGINEER ALAN GILLOOLY, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 435.2687 ELECTRICAL ENGINEER RYAN FLEMING, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 266-4277 ARCHITECTURAL CONSULTANT STRUCTURAL CONSULTANT CIVIL CONSULTANT ♦� GS&P 1100 Nashville City Center 511 Union Street G S & P Nashville, Tennessee 37219 (615) 770-8100 cc VMM M 2 0 Z LLJ W (� LL 0 W W L0 O coCD U. C Y � N a �U) Revision No. Date Description 5/23/17 CITY COMMENTS \\\\\0\ki uuuull, ,�P�• OF6111N E-7 V3 of �• 05/23/2017 • / ONA Ltit�`�� STEPHEN A. BROWN, P.E. OH REG # E-76131 The licensed professional seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this professional, and this professional expressly disclaims any and all responsibility for such plan, drawings or documents not exhibiting this seal. ISSUE DATE: 03/17/17 DRAWN BY: J. ROBERTS DRAWING NO. REV C000 This drawing and all designs, details, inventions or developments covered thereby are confidential and the exclusive property of design owner (or its subsidiaries) which reserves all patent or other rights. Copying, reproduction or duplication, in whole or in part, is forbidden unless expressly authorized by design owner. —3-HO —3-HO OH-E OH-E I h w p o p I � lil 0 m 2 m I 0 ° O�3HO 30 \ w r / � / 3� o o 3HO — O — vw vasi.ms Lro L_J / !lSfl9E O L — — — — — J I EXISITNG PROPERTY LINE c.r•r worwra us rrs zrnmmer-m 3 HO • •rsn•B s _° �"s• // n 3 HO 3 HO 3 HO 3 HO SIMt.K z �• 15'REAR PAVEMENT SETBACK_ 1B�ftEAR VAVEMENI SETBAC � _ _ \ �35' EAR Bl1LNIN GSEiBACK __ _ _ _ _ _ _ — NG5ET6ACK Y..— —— — _� 35REARBIILGl 1 S \ y/ 3-HO 3 O 3-HO 3 HO 3-HO 3-HOH0 3 HO — �— 3 HO 3 HO 3 HO 3 HO 3 HO 3 HO N 3-HOX 3-HO 3 140 3-HO -HO 3-HO 3-HO I 3-HO 3-H —I— 3-HO 3-HO 3-HO 3-HO 3-HO 3-HO — — — — — — — — — — — — — — — — — — — II OH-E OH E II OH-E I I I \ _ I EXISTING REGIONAL OND I 1 INSTALLED WITH BUILDING 1 — 1 EXISTING REGIONAL POND I j INSTALLED WITH I FUTURE PARKING LOT I I I o„ a �t I BUILDING 2 TO BE INSTALLED WITH I mo• "170 J OFFICE BUILDING. I _ ter. - __---______ -- _ .li'REA6 PLVE Ity�LNi�TB,eCN __ I I y II �z 35 REBftaWWDffig IDAG&------- — — — -- - — it I pl al r I _�_ � _ILL 1 1,&�I Z LU�o , a w' LID SS III I I I S I uR BP !� rn ° LU P m T, T2 w m [T'J-{ _ 5� a. CA W ¢ v Ij o o I EXISITNG I FUT,$!eu,.av' - i 1 u UI�� _ I e o PROPERTY FUTURELIN 1 O PARKING LOT - - --- � � _ I -r,-r,- I I BIKE RACK (2)�Tn INSTALLED WITH Q I PHASE 1 I I I rl \ I L V — — — — I Z 1S 15---- 1S njIF )11 _ — a .. - CROSBY COURT Z J I I II I II II ' I I < I I I r I I I i I I III I I I I I I I I I I .E Val I I I I I I I I I EXISITNG PROPERTY LINE I � I I II w I 1�I �I I IJI I �I I I of I I of 15PAVEMENT SETBACK 35' BUILDING SETBACK �I I I I I II I II I \ I 50FRONT L011 30'FR _PAVEME F_ O z U o o J_ m D V V m V rn U N I O z Lr) w �LL 1 FO FO M•OL t-- ft NO • � nnm • I • • �_ I' • ,_ _� • L' loon �I'� • • � � ..I nnnl -�,'�� (1 i • I• nngl _ • smei1 �■ • • I • ILA■ • ■■�1 - • ; _ IL■ • I , Ilit = IL■■ ■.�1 = � = ILt�. I ,•. = Ian; � �' = Ir_o: I Ian u�l It• =o: Ir_n • ' �' ; Ian; • - I�n� I ■■�1 = I. = 1�■e � 7 IL■� . �■�1 IL �i r AOL M FROPYTRAVEMENTSE, BACK — — — — _30 FRONT PAVEMENT SETBACK Mtt�■% — — �—_ - EXISITNG FENCE (TYP) 13'— PAVEMENT ENTI — — — — — — — — —.— — — — — — — — — — — -------------- -- - =--- --- HOUCHARD ROAD ------ -- -- ---- ------ — — — — — — 3-HO 3-HO 3-HO 3-HO 3-HO 34403 3-HO 3-HO 3-HO 3-HO 3-HO 3-HO 3-HO 3-HO 3-HO 3 3-H -3 Hl I EXISTING FENCE (TYP.) w l z 1 )— Wa °a p I 1 aw mCo m Z I / I� o I / 100, 0 100, 200' GRAPHIC SCALE PROJECT ADDRESS: 6665 CROSBY COURT DUBLIN, OR 43016 MECHANICAU PLUMBING ENGINEER ALAN GILLOOLY, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 435.2687 ELECTRICAL ENGINEER RYAN FLEMING, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 266-4277 ARCHITECTURAL CONSULTANT STRUCTURAL CONSULTANT CIVIL CONSULTANT GS&P 1100 Nashville City Center 511 Union Street G S & P Nashville, Tennessee 37219 (615) 770-8100 CO Ole 0 Z m 0 Iz MV W 0 W UA) LO cc CO CO °' a` v) Revision No. Date Description 1 5/23/17 CITY COMMENTS 0Fluyy7j�i co E- 76131 fY` 05/23/2017 LLI �n •PSG 0 /ST STEPHEN A. BROWN, P.E. OH REG # E-76131 The licensed professional seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be cons ere preparetl by this professional, and this professional expressly disclaims any and all responsibility for such plan, drawings or documents not exhibiting this seal. ISSUE DATE: 03/17/17 DRAWN BY: 1 ROBERTS DRAWING NO. REV. C001 This drawing and all designs, details, inventions or developments covered thereby are confidential and the exclusive property of design owner (or its subsidiaries) which reserves all patent or other rights. Copying, reproduction or duplication, in whole or in part, is forbidden unless expressly authorized by design owner. DEMOLITION NOTES 1. DEMOLITION AND REMOVAL OPERATIONS SHALL COMMENCE ONLY AFTER ALL EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE AND FUNCTIONAL. 2. PROVIDE NEAT AND STRAIGHT SAWCUTS OF EXISTING PAVEMENT ALONG ALL LIMITS OF PAVEMENT DEMOLITION. 3. ALL DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE DESIGNATED. DISPOSE OF OFF THE OWNER'S PROPERTY IN A LEGAL MANNER. 4. ALL PAVEMENT, BASE COURSE, SIDEWALKS, CURBS, BUILDINGS, FOUNDATIONS, ETC., IN THE AREA TO BE REMOVED SHALL BE REMOVED TO FULL DEPTH. EXISTING BASE COURSE MATERIALS MAY BE WORKED INTO THE NEW PAVEMENT OR BUILDING SUBGRADE PROVIDED THAT THE GRADATION, CONSISTENCY, COMPACTION, SUBGRADE CONDITION, ETC., ARE IN ACCORDANCE WITH THE SPECIFICATIONS. BASE COURSE MATERIALS SHALL NOT BE WORKED INTO THE SUBGRADE OF AREAS TO RECEIVE PLANTING. 5. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR EXECUTION OF THE WORK. 6. THE CONTRACTOR SHALL USE WATER SPRINKLING AND OTHER SUITABLE METHODS AS NECESSARY TO CONTROL DUST AND DIRT CAUSED BY THE DEMOLITION WORK. 7. ALL ITEMS OF CONSTRUCTION REMAINING AND NOT SPECIFICALLY MENTIONED THAT INTERFERE WITH THE NEW CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. 8. CONTRACTOR SHALL PROVIDE PROTECTION TO ALL STREETS, FENCES, TREES, UTILITIES AND STRUCTURES THAT ARE TO REMAIN. CONTRACTOR -CAUSED DAMAGE SHALL BE REPAIRED TO MATCH EXISTING AT NO ADDITIONAL COST TO THE OWNER. 9. CAVITIES LEFT BY STRUCTURE REMOVAL SHALL BE BACKFILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO 98% OF MAXIMUM STANDARD PROCTOR DRY DENSITY PER ASTM D698. 10. CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. COORDINATE WITH LOCAL UTILITY COMPANIES PRIOR TO UTILITY DISCONNECT. 11. NOTIFY LOCAL UTILITY LOCATOR SERVICE OF INTENDED DEMOLITION OPERATIONS. SEE GENERAL UTILITY NOTE #4 ON THIS SHEET FOR PHONE NUMBER. 12. EXISTING INFORMATION/TOPOGRAPHIC SURVEY WAS COMPILED FROM VARIOUS SOURCES. REFER TO SOURCE NOTE ON SHEET C100. 13. EXCEPT AS SHOWN, NO TREES SHALL BE REMOVED AND/OR VEGETATION DISTURBED WITHOUT APPROVAL OF THE ARCHITECT/ENGINEER. LAYOUT & PAVING NOTES 1. THE CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND INVERTS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ARCHITECT/ENGINEER PRIOR TO BEGINNING WORK. 2. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, INCLUDING IRRIGATION LINES, TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN, AND REPAIR CONTRACTOR CAUSED DAMAGE ACCORDING T CURRENT LOCAL STANDARDS AND AT THE CCO G 0 CONTRACTOR'S EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY. RELOCATE IRRIGATION LINES AS NECESSARY FOR CONSTRUCTION. 3. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL PERMITS, AND PAY ALL FEES PRIOR TO BEGINNING WORK. 4. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. FIELD ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY. INSTALL ALL UTILITIES PRIOR TO INSTALLATION OF PAVEMENT. 5. THE CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN, IN ACCORDANCE WITH THE SPECIFICATIONS. DO NOT OPERATE OR STORE HEAVY EQUIPMENT, NOR HANDLE, NOR STORE MATERIALS WITHIN THE DRIPLINES OF TREES OR OUTSIDE THE LIMIT OF GRADING. 6. ALL DAMAGE TO EXISTING ASPHALT PAVEMENT TO REMAIN WHICH RESULTS FROM NEW CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS AT CONTRACTOR'S EXPENSE. 7. DIMENSIONS ARE TO THE FACE OF CURB, EDGE OF CONCRETE, OR TO THE FACE OF BUILDING, UNLESS OTHERWISE NOTED. 8. COORDINATES ARE FOR FACE OF BUILDINGS, CENTER LINES OF DRIVEWAYS, CENTER OFSANITARY SEWER MANHOLES, AND CENTER AT FACE OF CURB ON CURB INLETS, UNLESS OTHERWISE NOTED. 9. EXCESS MATERIAL SHALL BE DISPOSED OF BY THE CONTRACTOR OFF THE OWNER'S PROPERTY AT NO ADDITIONAL COST IN A LEGAL MANNER. 10. MAINTAIN ONE SET OF AS -BUILT DRAWINGS ON THE JOB SITE FOR DISTRIBUTION TO THE ARCHITECT/ENGINEER UPON COMPLETION. 11. PARKING STRIPES SHALL BE 4-INCH WHITE PAVEMENT PAINT. 12. CONTRACTION JOINTS SHALL BE CONSTRUCTED TO A DEPTH OF AT LEAST 1/4 THE CONCRETE THICKNESS, AND SHALL DIVIDE CONCRETE ROUGHLY INTO SQUARES WITH MAXIMUM 10' SEGMENTS. 13. CONTRACTOR SHALL PROVIDE AN AS -BUILT SURVEY CONSISTING OF THE FOLLOWING: A. AN AS -BUILT SURVEY SHALL BE PREPARED, SIGNED AND SEALED BY A SURVEYOR REGISTERED IN THE STATE IN WHICH THIS PROJECT RESIDES AND SUBMITTED TO THEARCHITECT IN THE HARD COPY AND ELECTRONIC FORMAT PRIOR TO COMPLETION OF THIS PROJECT. THE AS -BUILT SURVEY SHALL BE PREPARED USING THE SAME HORIZONTAL AND VERTICAL DATUM AS THE ORIGINAL SURVEY. B. THE AS -BUILT SURVEY SHALL LOCATE ALL UNDERGROUND UTILITIES INCLUDING GREASE TRAP, OILANATER SEPARATOR, DRAINAGE AND SANITARY STRUCTURES, WATER VALVES, PIV'S AND HYDRANTS THROUGHOUT THE PROJECT LIMITS. REFERENCE DOCUMENT INFORMATION DISCIPLINE COMPANY REPORT DATE GEOTECHNICAL ENGINEER GEOTECHNICAL CONSULTANTS INC. DECEMBER 18, 2014 SURVEYOR ADVANCED CIVIL DESIGN AUGUST 30, 2016 GRADING, DRAINAGE AND EROSION CONTROL NOTES 1. NO TREES SHALL BE REMOVED NOR VEGETATION DISTURBED EXCEPT AS NECESSARY FOR GRADING PURPOSES AND ONLY AS APPROVED BY THE ARCHITECT/ENGINEER. 2. TOPSOIL SHALL BE STRIPPED FROM ALL CUT AND FILL AREAS, STOCKPILED AND REDISTRIBUTED OVER GRADED AREAS TO A MINIMUM DEPTH OF 6 INCHES. MAKE STOCKPILES FREE DRAINING AND PROVIDE EROSION AND SEDIMENTATION CONTROLS AROUND STOCKPILES. 3. ALL GRADED AREAS SHALL BE SEEDED AND MULCHED WITHIN 15 DAYS AFTER GRADING IS COMPLETED. 4. CONSTRUCT TEMPORARY EROSION CONTROL AS SHOWN ON THE DRAWINGS PRIOR TO BEGINNING GRADING OPERATIONS. 5. ALL DRAINAGE STRUCTURES, PIPES WITHIN THE LIMITS OF CONSTRUCTION, AND DETENTION PONDS SHALL HAVE SEDIMENT REMOVED PRIOR TO FINAL ACCEPTANCE. 6. SILT BARRIERS SHALL BE CLEANED OF ACCUMULATED SEDIMENT WHEN APPROXIMATELY 50% FILLED. 7. ALL LOCATIONS OF TEMPORARY EROSION CONTROL DEVICES SHALL BE SUBJECT TO ADJUSTMENT AS DIRECTED BY THE ARCHITECT/ENGINEER. 8. WHEN THE TEMPORARY EROSION CONTROL DEVICES ARE NO LONGER REQUIRED FOR THE INTENDED PURPOSE (IN THE ARCHITECT/ENGINEER'S OPINION), THEY SHALL BE REMOVED. 9. REPLACE DAMAGED AND WORN OUT SILT BARRIERS AS DIRECTED BY THE ARCHITECT/ENGINEER. 10. THE CONTRACTOR SHALL PROTECT ALL TREES DESIGNATED TO REMAIN. DO NOT OPERATE OR STORE HEAVY EQUIPMENT, NOR HANDLE/STORE MATERIALS, WITHIN THE DRIPLINES OF TREES. 11. TOP OF GRATE ELEVATIONS FOR CURB INLETS ARE GIVEN TO THE CENTER OF THE INLETS AT THE FACE OF CURB. THE GRATES SHALL SLOPE LONGITUDINALLY WITH THE PAVEMENT GRADE. ADJUST THE CASTING TO FALL ALONG THE CURB LINE. 12. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, PROTECT UTILITIES TO REMAIN, AND REPAIR CONTRACTOR -CAUSED DAMAGE ACCORDING TO LOCAL STANDARDS AT CONTRACTOR'S EXPENSE. 13. NOTIFY LOCAL UTILITY LOCATOR SERVICE OF INTENDED EXCAVATION/UTILITY TRENCHING OPERATIONS. SEE GENERAL UTILITY NOTE #4 ON THIS SHEET FOR PHONE NUMBER. 14. IN THE EVENT OF ANY DISCREPANCIES FOUND IN THE DRAWINGS OR IF PROBLEMS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 15. THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES AND OBTAIN ALL PERMITS. 16. SPOT ELEVATIONS AND CONTOURS REPRESENT PROPOSED FINISHED GRADE AND TOP OF FINISHED PAVEMENT. 17. CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AND INVERTS PRIOR TO BEGINNING WORK. 18. EXCESS MATERIAL SHALL BE DISPOSED OF BY THE CONTRACTOR OFF THE OWNER'S PROPERTY AT NO ADDITIONAL COST IN A LEGAL MANNER. 19. CONTOUR LINES AND SPOT ELEVATIONS ARE THE RESULT OF A DETAILED ENGINEERING GRADING DESIGN AND REFLECT A PLANNED INTENT WITH REGARD TO DRAINAGE. SHOULD THE CONTRACTOR HAVE ANY QUESTION OF THIS INTENT OR ANY PROBLEMS WITH CONTINUITY OF GRADES, THE ARCHITECT/ENGINEER SHALL BE CONTACTED PRIOR TO BEGINNING WORK. 20. EXISTING MANHOLE CASTINGS TO REMAIN SHALL BE RESET TO MATCH NEW GRADE. 21. ALL CURBS AND SIDEWALKS SHALL BE BACKFILLED WITH TOPSOIL, AND SEEDED AND MULCHED, UNLESS OTHERWISE NOTED. 22. ALL PIPES UNDER PAVED AREAS SHALL BE BACKFILLED WITH CRUSHED STONE. ALL PIPES UNDER LAWN AREAS SHALL BE BACKFILLED WITH SATISFACTORY MATERIAL COMPACTED TO 98% OF MAXIMUM STANDARD PROCTOR DRY DENSITY PER ASTM D698. 23. SCREENED ITEMS INDICATE A PRE -CONSTRUCTION TOPOGRAPHIC SURVEY WAS COMPILED FROM VARIOUS SOURCES. REFER TO SOURCE NOTE ON SHEET C100. 24. ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. PIPE LENGTHS SHOWN ARE APPROXIMATE. 25. ALL CUT AND FILL SLOPES TO BE 3:1 MAXIMUM. 26, ALL HEADWALLS SHALL HAVE A MINIMUM 10 ' x 20' x 1.5' RIP -RAP APRON INSTALLED USING 8" MIN. DIAMETER STONE, UNLESS OTHERWISE SPECIFIED. 27. SATISFACTORY TOPSOIL IS DEFINED AS SOIL BEING FREE OF SUBSOIL, CLAY LUMPS, STONES, OTHER OBJECTS OVER 1 INCH IN DIAMETER, OR CONTAMINANTS. 28. AFTER STRIPPING TOPSOIL, PROOFROLL SUBGRADE WITH A LOADED DUMP TRUCK WITH A MINIMUM WEIGHT OF 20 TONS. 29. FINISH GRADES TOLERANCES ARE 0.10 FOOT ABOVE OR BELOW DESIGN ELEVATIONS. NO TOLERANCE IS ALLOWED TO MINIMUM OR MAXIMUM SLOPES WHERE SPECIFIED. 30. SEE CONSULT TABLE ON THIS SHEET FOR SUBSURFACE CONSULTANT INFORMATION AND SUBSURFACE REPORT WITH ADDITIONAL REQUIREMENTS. 31. PROVIDE TEMPORARY SEEDING ON STOCKPILES AND ALL OTHER AREAS OF THE SITE THAT WILL REMAIN UNDISTURBED FOR 30 DAYS OR MORE. 32. MAXIMUM SLOPES IN ALL DIRECTIONS OF ADA PARKING SPACES/AISLES SHALL BE 2%. 33. EARTHWORK FILL SHALL INCLUDE STRIPPING TOPSOIL AND PLACING ENGINEERED FILL IN MAXIMUM 8" COMPACTED LIFTS WITH DENSITY OF 98% OF MAXIMUM STANDARD PROCTOR DRY DENSITY PER ASTM D698. STORMWATER POLLUTION PREVENTION DATA TABLE FOR UNDERGROUND INFRASTRUCTURE PLANS TOTAL SITE AREA 68.74 ACRES TOTAL DISTURBED FOR UNDERGROUND INFRASTRUCTURE CONSTRUCTION 21 ACRES INCREASE POST -CONSTRUCTION IMPERVIOUS 0.0 ACRES GENERAL UTILITY NOTES 1. WATER AND SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL CODES AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL PAY ALL FEES AND OBTAIN ALL PERMITS. 3. ALL EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE BASED ON TOPOGRAPHIC SURVEYS AND RECORD DRAWINGS FROM THE FACILITY. ADDITIONAL UTILITIES MAY BE PRESENT. SHOULD UNCHARTED UTILITIES BE ENCOUNTERED DURING EXCAVATION OPERATIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE FOR INSTRUCTIONS. 4. THE CONTRACTOR SHALL NOTIFY THE OHIO UTILITIES PROTECTION SERVICE AT 1-800-362-2764 AND ANY NON MEMBER UTILITY INDIVIDUALLY, AT LEAST 3 WORKING DAYS PRIOR TO ANY EXCAVATION AND/OR DEMOLITION. 5. MAINTAIN 10-FOOT HORIZONTAL AND 18-INCH VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATER SUPPLY LINES. 6. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES INCLUDING IRRIGATION. TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR DAMAGE ACCORDING TO LOCAL STANDARDS AND AT THE CONTRACTOR'S EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY. RELOCATE IRRIGATION LINES AS NECESSARY FOR CONSTRUCTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SEQUENCING OF CONSTRUCTION FOR ALL UTILITY LINES SO THAT WATER LINES AND UNDERGROUND ELECTRIC DO NOT CONFLICT WITH SANITARY SEWERS OR STORM SEWERS. INSTALL UTILITIES PRIOR TO FINAL PAVEMENT CONSTRUCTION. 8. BACKFILL UTILITY TRENCHES UNDER PAVEMENT AREAS WITH CRUSHED STONE OR GRAVEL. BACKFILL UTILITY TRENCHES IN LAWN AREAS WITH SATISFACTORY FILL MATERIAL COMPACTED TO AT LEAST 98% OF MAXIMUM STANDARD PROCTOR DRY DENSITY PER ASTM D698. 9. ADJUST ALL EXISTING CASTINGS TO MATCH PROPOSED FINISH GRADE. 10. THRUST BLOCK ALL WATERLINE FITTINGS WITH CONCRETE (4,000 P.S.I. MIN.) POURED AGAINST UNDISTURBED EARTH TO SUSTAIN 120 PERCENT TEST PRESSURE SPECIFIED. FORM THRUST BLOCKING SO AS TO NOT EMBED JOINTS, BOLTS, VALVE BOXES OR OPERATING NUTS. 11. PROVIDE VENTS AT HIGH POINTS IN WATERLINE AS NECESSARY FOR EXPELLING AIR DURING FILLING OF WATERLINE. PROVIDE BRONZE CORPORATION STOP FOR CLOSING VENT DURING TESTING AND SURVICE. LEAVE VENT COMPONENTS PLUGGED AND ATTACHED TO PIPE AFTER SUCCESSFUL TEST. 12. EXCESS MATERIAL SHALL BE DISPOSED OF BY THE CONTRACTOR OFF THE OWNER'S PROPERTY AT NO ADDITIONAL COST IN A LEGAL MANNER. 13. ALL SANITARY SEWER PIPE SHALL BE SDR 35 PVC UNLESS NOTED OTHERWISE. 14. ALL WATER MAINS SHALL BE PRESSURE C-900 UNLESS NOTED OTHERWISE. 15. ALL FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED BETWEEN 3' AND T FROM PAVED SURFACE. 16. PROVIDE AS -BUILT DRAWINGS WHICH INCLUDE AT LEAST TWO DIMENSIONS TO EACH VALVE AND MANHOLE FROM KNOWN SITE FEATURES. DRAWINGS SHALL INCLUDE VERTICAL AND HORIZONTAL INFORMATION ON ALL NEW UTILITIES AS WELL AS EXIST. UTILITIES ENCOUNTERED. STORMWATER POLLUTION PREVENTION NOTES 1. REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ADDITIONAL REQUIREMENTS. 2. THE OWNER AND THE CONTRACTOR ARE REQUIRED TO SUBMIT A NOTICE OF INTENT (N01) TO DISCHARGE CONSTRUCTION -ACTIVITY STORMWATER APPLICATION TO THE LOCAL OHIO ENVIRONMENTAL PROTECTION AGENCY AT LEAST 30 DAYS PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR AND OWNER SHALL PROVIDE (WITH THE NOI FOR THIS PROJECT) EXISTING NPDES PERMIT TRACKING NUMBERS FOR SITES WHERE BORROW MATERIAL MAY BE OBTAINED AND WHERE SPOIL MATERIAL MAY BE PLACED. SHOULD PERMITS NOT EXIST FOR BORROW AND SPOIL SITES, SEPARATE NOI'S SHALL BE PROVIDED BY THE OWNER AND CONTRACTOR. 3. THE NOTICE OF COVERAGE (NOC) OF THE PERMIT TO DISCHARGE CONSTRUCTION -ACTIVITY STORMWATER SHALL BE POSTED NEAR THE CONSTRUCTION ENTRANCE. THE CONTRACTOR SHALL HAVE A SET OF APPROVED EROSION CONTROL PLANS ON SITE DURING ALL CONSTRUCTION. 4. THE CONSTRUCTION ACTIVITY ANTICIPATED ON THIS PROJECT INCLUDES CLEARING, GRUBBING, GRADING, TOPSOILING, AND SEEDING. 5. SEE STORMWATER POLLUTION PREVENTION DATA TABLE FOR TOTAL SITE AREA AND POST CONSTRUCTION INCREASE IN IMPERVIOUS. 6. THE ANTICIPATED FILL MATERIAL WILL CONSIST OF ON -SITE SOIL AND/OR OFF -SITE SOIL BORROW MATERIALS. 7. SEE STORMWATER POLLUTION PREVENTION DATA TABLE FOR THE RECEIVING WATER AND STORM SEWER OPERATOR INFORMATION. 8. CONSTRUCTION SHALL BE SEQUENCED TO MINIMIZE EXPOSURE TIME OF CLEARED SURFACE AREA. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE AND FUNCTIONAL PRIOR TO EARTH MOVING OPERATIONS. ALL CONTROL MEASURES SHALL BE CHECKED AND REPAIRED AS NECESSARY, AND AT MAXIMUM 14 CALENDAR DAYS IN DRY PERIODS AND WITHIN 24 HOURS OF ANY RAINFALL EXCEEDING 0.5 INCH PER 24 HOUR PERIOD. 9. THE CONTRACTOR SHALL DESIGNATE IN WRITING THE NAME AND PHONE NUMBER OF THE INDIVIDUAL RESPONSIBLE FOR EROSION AND SEDIMENT CONTROLS. 10. PRE -CONSTRUCTION VEGETATIVE GROUND COVER SHALL NOT BE REMOVED MORE THAN 20 CALENDAR DAYS PRIOR TO GRADING. ALL GRADED AREAS EXPECTED TO REMAIN UNFINISHED AND UNWORKED FOR MORE THAN 30 CALENDAR DAYS SHALL BE COVERED WITH TEMPORARY GRASS, SOD, STRAW, MULCH OR FABRIC MATS. PERMANENT SOIL STABILIZATION SHALL BE INSTALLED WITHIN 15 CALENDAR DAYS OF FINAL GRADING. 11. THE CONTRACTOR SHALL MAINTAIN RECORDS OF EROSION CONTROL INSPECTIONS AND REPAIRS FOR A MINIMUM OF 3 YEARS AFTER COMPLETION OF CONSTRUCTION. 12. CONSULT A LANDSCAPE ARCHITECT OR REFERENCE OHIO REGULATIONS FOR TEMPORARY SEEDING INFORMATION. 13. MULCHING SHALL CONSIST OF LOOSE HAY OR STRAW APPLIED AT THE RATE OF 2 TONS/ACRE. 14. THE CONTRACTOR SHALL REMOVE SEDIMENT FROM TRAPS, SILT FENCES, SEDIMENT PONDS, ETC. AS NECESSARY AND WHEN CAPACITY HAS BEEN REDUCED BY 50%. 15. STOCKPILES SHALL BE STABILIZED AND PROTECTED FROM EROSION. 16. UPON COMPLETION OF SITE STABILIZATION, THE OWNER AND CONTRACTOR SHALL PROVIDE A NOTICE OF TERMINATION (NOT) FOR THE PROJECT TO THE LOCAL ENVIRONMENTAL ASSISTANCE CENTER. A COPY OF THE (NOT) SHALL BE PROVIDED TO THE ENGINEER. PROJECT ADDRESS: 6665 CROSBY COURT DUBLIN, OH. 43016 MECHANICAL/ PLUMBING ENGINEER ALAN GILLOOLY, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 435.2687 ELECTRICAL ENGINEER RYAN FLEMING, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 266-4277 ARCHITECTURAL CONSULTANT STRUCTURAL CONSULTANT CIVIL CONSULTANT GS&P 1100 Nashville City Center 511 Union Street G S & P Nashville, Tennessee 37219 (615) 770-8100 r CO) 2 0 7 J Q LU 0 z 0 VM J W 0 LU W z 0 LU t I- +� N O N N � D- U) Revision No. Date Description II0Fu/,,,///// E-76131 �� •��3/17/20170 �` •,G/STD.•• \ �• STEPHEN A. BROWN, P.E. OH REG # E-76131 The licensed professional seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this professional, and this professional expressly disclaims any and all responsibility for such plan, drawings or documents not exhibiting this seal. ISSUE DATE: 03/17/17 DRAWN BY: J. ROBERTS DRAWING NO. REV. COOL% This drawing and all designs, details, inventions or developments covered thereby are confidential and the exclusive property of design owner (or its subsidiaries) which reserves all patent or other rights. Copying, reproduction or duplication, in whole or in part, is forbidden unless expressly authorized by design owner. GENERALNOTES 1. CITY OF COLUMBUS AND OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS, CURRENT EDITIONS, AND ANY SUPPLEMENTS THERETO (HEREAFTER REFERRED TO AS STANDARD SPECIFICATIONS), SHALL GOVERN ALL CONSTRUCTION ITEMS UNLESS OTHERWISE NOTED. IF A CONFLICT BETWEEN SPECIFICATIONS IS FOUND, THE MORE STRICT SPECIFICATION WILL APPLY AS DECIDED BY THE CITY ENGINEER. ITEM NUMBERS LISTED REFER TO CITY OF COLUMBUS ITEM NUMBERS UNLESS OTHERWISE NOTED. 2. THE CITY ENGINEER WILL NOT BE RESPONSIBLE FOR MEANS, METHODS, PROCEDURES, TECHNIQUES, OR SEQUENCES OF CONSTRUCTION THAT ARE NOT SPECIFIED HEREIN. THE CITY ENGINEER WILL NOT BE RESPONSIBLE FOR SAFETY ON THE WORK SITE, OR FOR FAILURE BY THE CONTRACTOR TO PERFORM WORK ACCORDING TO CONTRACT DOCUMENTS. 3. THE DEVELOPER OR CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS INCLUDING BUT NOT LIMITED TO OHIO EPA PERMITS TO INSTALL (PTI) AND NOTICES OF INTENT (N01), BUILDING PERMITS, ETC. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF DUBLIN DIVISION OF ENGINEERING IN WRITING AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. 5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDING THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970. THE CONTRACTOR SHALL EXERCISE PRECAUTION ALWAYS FOR THE PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT SHALL ALSO BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, INCLUDING THE REQUIREMENTS FOR CONFINED SPACES PER 29 CFR 1910.146. 6. FOLLOWING COMPLETION OF CONSTRUCTION OF THE SITE IMPROVEMENTS AND BEFORE REQUESTING OCCUPANCY, A PROOF SURVEY SHALL BE PROVIDED TO THE DIVISION OF ENGINEERING THAT DOCUMENTS "AS -BUILT" ELEVATIONS, DIMENSIONS, SLOPES AND ALIGNMENTS OF ALL ELEMENTS OF THIS PROJECT. THE PROOF SURVEY SHALL BE PREPARED, SIGNED AND SUBMITTED BY THE PROFESSIONAL ENGINEER WHO SEALED THE CONSTRUCTIONS DRAWINGS. 7. THE CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITY TO PUBLIC RIGHT-OF-WAY AND AREAS DEFINED AS PERMANENT AND/OR TEMPORARY CONSTRUCTION EASEMENTS, UNLESS OTHERWISE AUTHORIZED BY THE CITY ENGINEER. 8. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, PROPERTY CORNERS, REFERENCE POINTS, STAKES AND OTHER SURVEY REFERENCE MONUMENTS OR MARKERS. IN CASES OF WILLFUL OR CARELESS DESTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATIONS. RESETTING OF MARKERS SHALL BE PERFORMED BY AN OHIO PROFESSIONAL SURVEYOR AS APPROVED BY THE CITY ENGINEER, 9. NON -RUBBER TIRED VEHICLES SHALL NOT BE MOVED ON OR ACROSS PUBLIC STREETS OR HIGHWAYS WITHOUT THE WRITTEN PERMISSION OF THE CITY ENGINEER. 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED BEFORE CONSTRUCTION. DRAINAGE DITCHES OR WATERCOURSES THAT ARE DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THE GRADES AND CROSS -SECTIONS THAT EXISTED BEFORE CONSTRUCTION. 11. TRACKING OR SPILLING MUD, DIRT OR DEBRIS UPON STREETS, RESIDENTIAL OR COMMERCIAL DRIVES, SIDEWALKS OR BIKE PATHS IS PROHIBITED ACCORDING TO SECTION 97.38 OF THE DUBLIN CODE OF ORDINANCES. ANY SUCH OCCURRENCE SHALL 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, THE CITY RESERVES THE RIGHT TO REMOVE THESE MATERIALS AND CLEAN AFFECTED AREAS, THE COST OF WHICH SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 12. DISPOSAL OF EXCESS EXCAVATION WITHIN SPECIAL FLOOD HAZARD AREAS (100-YEAR FLOODPLAIN) IS NOT PERMITTED. 13. ALL SIGNS, LANDSCAPING, STRUCTURES OR OTHER APPURTENANCES WITHIN RIGHT-OF-WAY DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION 0 THE F F ENGINEER. THE COST OF THIS WORK SHALL BE THE RESPONSIBILITY 0 CITY OF THE CONTRACTOR. 14. ALL FIELD TILE BROKEN OR ENCOUNTERED DURING EXCAVATION SHALL BE REPLACED OR REPAIRED AND CONNECTED TO THE PUBLIC STORM SEWER SYSTEM AS DIRECTED BY THE CITY ENGINEER THE COST OF THIS W HALL BE THE RESPONSIBILITY OF THE CONTRACTOR. H S WORK S 15. ALL PRECAST CONCRETE PRODUCTS SHALL BE INSPECTED AT THE LOCATION OF MANUFACTURE. APPROVED PRECAST CONCRETE PRODUCTS WILL BE STAMPED OR HAVE SUCH IDENTIFICATION NOTING THAT INSPECTION HAS BEEN CONDUCTED BY THE CITY OF COLUMBUS. PRECAST CONCRETE PRODUCTS WITHOUT PROOF OF INSPECTION SHALL NOT BE APPROVED FOR INSTALLATION. 16. BACKFILL WITHIN A 1:1 INFLUENCE LINE OF EXISTING STRUCTURES (HOUSES, GARAGES, ETC.) OR PUBLIC INFRASTRUCTURE (PAVEMENT, CURBS, SIDEWALKS, BIKE PATHS, ETC.) SHALL BE COMPACTED GRANULAR BACKFILL ACCORDING TO ITEM 912 OF THE STANDARD SPECIFICATIONS OR FLOWABLE CDF, TYPE III ACCORDING TO ITEM 636. ITEM 911 OF THE STANDARD SPECIFICATIONS SHALL BE USED ELSEWHERE. 17. THE CONTRACTOR SHALL SUBMIT A COPY OF THE APPROVED CONSTRUCTION DRAWINGS AND A LIST OF PROPOSED PRECAST CONCRETE PRODUCT MANUFACTURERS TO THE CITY OF COLUMBUS CONSTRUCTION INSPECTION DIVISION BEFORE COMMENCING CONSTRUCTION. SEND THE INFORMATION TO THE FOLLOWING ADDRESS: CONSTRUCTION INSPECTION DIVISION CITY OF COLUMBUS 1800 EAST 17TH AVENUE COLUMBUS, OHIO 43219 SEND A COPY OF THE TRANSMITTAL LETTER TO THE FOLLOWING ADDRESS: DIVISION OF ENGINEERING CITY OF DUBLIN 5800 SHIER RINGS ROAD DUBLIN, OHIO 43016 18. ALL TRENCHES WITHIN PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED ACCORDING TO THE APPROVED CONSTRUCTION DRAWINGS OR SECURELY PLATED DURING NONWORKING HOURS. TRENCHES OUTSIDE THESE AREAS SHALL BE BACKFILLED OR SHALL BE PROTECTED BY APPROVED TEMPORARY FENCING OR BARRICADES DURING NONWORKING HOURS. CLEAN UP SHALL FOLLOW CLOSELY BEHIND THE TRENCHING OPERATION. 19. ALL TREES WITHIN THE CONSTRUCTION AREA NOT SPECIFICALLY DESIGNATED FOR REMOVAL SHALL BE PRESERVED, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS. TREES TO BE PRESERVED SHALL BE PROTECTED WITH HIGH VISIBILITY FENCING PLACED A MINIMUM 15 FEET FROM THE TREE TRUNK. TREES 6 - INCHES OR GREATER AT DBH (DIAMETER BREAST HEIGHT) MUST BE PROTECTED WITH FENCING PLACED AT THE CRITICAL ROOT ZONE OR 15 FEET, WHICHEVER IS GREATER. TREES NOT INDICATED ON THE APPROVED CONSTRUCTION DRAWINGS FOR REMOVAL MAY NOT BE REMOVED WITHOUT PRIOR APPROVAL OF THE DIVISION OF ENGINEERING. 20. CONDUIT MUST BE DIRECTIONALLY BORED ACROSS STREETS INSTEAD OF OPEN CUT, UNLESS SPECIFICALLY APPROVED BY THE CITY ENGINEER. USE OF PNEUMATIC AIR RAM DEVICES IS NOT PERMITTED. PERMITS TO CONSTRUCT IN THE RIGHT-OF-WAY OF EXISTING STREETS MUST BE OBTAINED FROM THE CITY OF DUBLIN DIVISION OF ENGINEERING BEFORE COMMENCING CONSTRUCTION. SHOULD OPEN CUTTING OF EXISTING PAVEMENT BE PERMITTED, CONTROLLED DENSITY BACKFILL (TYPE III) SHALL BE USED IN PLACE OF COMPACTED GRANULAR BACKFILL, ACCORDING TO ITEM 636 OF THE STANDARD SPECIFICATIONS. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDITION OF TRENCHES WITHIN THE RIGHT-OF-WAY AND PUBLIC EASEMENTS FOR A PERIOD OF ONE YEAR FROM THE FINAL ACCEPTANCE OF THE WORK, AND SHALL MAKE ANY NECESSARY REPAIRS AT NO COST TO THE CITY. 22. PAVEMENTS SHALL BE CUT IN NEAT, STRAIGHT LINES THE FULL DEPTH OF THE EXISTING PAVEMENT, OR AS REQUIRED BY THE CITY ENGINEER. PAVEMENT REPLACEMENT SHALL BE CONDUCTED ACCORDING TO CITY OF COLUMBUS STANDARD DRAWING 1441 DR. A AND APPLICABLE CITY OF DUBLIN STANDARD DRAWINGS. THE REPLACEMENT OF DRIVEWAYS, HANDICAPPED RAMPS, SIDEWALKS, BIKE PATHS, PARKING LOT PAVEMENT, ETC. SHALL BE PROVIDED ACCORDING TO THE APPROVED CONSTRUCTION DRAWINGS AND CITY OF DUBLIN STANDARD CONSTRUCTION DRAWINGS. 23. TREE TRIMMING WITHIN THE CONSTRUCTION ZONE IS TO BE COMPLETED BY A CERTIFIED ARBORIST. AT THE COMPLETION OF THE PROJECT, THE ARBORIST IS TO RETURN AND TRIM ANY BROKEN BRANCHES AS NEEDED. 24. ANY MODIFICATION TO THE WORK SHOWN ON DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL BY THE CITY ENGINEER, CITY OF DUBLIN. 25. ALL INLETS SHALL BE CHANNELIZED. 26. PARK AREAS SHALL BE FINE -GRADED AND SEEDED WITH THE FOLLOWING MIXTURE: IMPROVED KENTUCKY BLUEGRASS: 40% OF WEIGHT (2 VARIETIES IN EQUAL PARTS) IMPROVED PERENNIAL RYE: 60% OF WEIGHT (2 VARIETIES IN EQUAL PARTS) GERMINATION RATE: 85% APPLICATION RATE: 7 LBS PER 1000 SQ FT OR AS DIRECTED BY THE DIVISION OF PARKS AND RECREATION, CITY OF DUBLIN, OHIO. 27. TRAFFIC CONTROL AND OTHER REGULATORY SIGNS SHALL BE TYPE S WITH A SQUARE POST ANCHOR BASE INSTALLATION AND MEET ALL REQUIREMENTS OF ODOT TC-41.20 AND APPLICABLE CITY OF DUBLIN SPECIFICATIONS. 28. STREET SIGNS SHALL MEET ALL CITY OF DUBLIN SPECIFICATIONS WITH LETTERING COLORED IN WHITE DISPLAYED OVER A BROWN BACKGROUND. SIGN TUBING SHALL BE BROWN IN COLOR AND CONFORM WITH THE TYPE S, SQUARE POST ANCHOR BASE INSTALLATION REQUIREMENTS OF COOT TC-41.20. UTILITIES 1. THE FOLLOWING UTILITIES ARE KNOWN TO BE LOCATED WITHIN THE LIMITS OF THIS PROJECT: GAS DUBLINK COLUMBIA GAS OF OHIO, INC. CITY OF DUBLIN 1600 DUBLIN ROAD 6555 SHIER -RINGS ROAD COLUMBUS, OHIO, 43215 DUBLIN, OHIO 43016 (614)481-1000 (614)410-4750 SANITARY, STORM, WATER ELECTRIC CITY OF DUBLIN AMERICAN ELECTRIC POWER 6555 SHIER -RINGS ROAD 850 TECH CENTER DRIVE DUBLIN, OHIO 43016 GAHANNA, OHIO 43230 (614) 410-4750 (614)883-6817 CITY OF COLUMBUS COMMUNICATION DIVISION OF POWER AND WATER TIME WARNER CABLE 3368 INDIANOLA AVENUE COLUMBUS OHIO43214 1266 DUBLIN ROAD (614) 645-7360 COLUMBUS, OHIO 43215 (614) 481-5000 CITY OF COLUMBUS DIVISION OF SEWERS AND DRAINS FRONTIER COMMUNICATIONS 1250 FAIRWOOD AVENUE (800) 982-8772 COLUMBUS, OHIO 43206 (614)645-7102 AT&T 111 N. 4TH STREET COLUMBUS, OHIO 43215 (614) 223-5780 2. THE CONTRACTOR SHALL GIVE NOTICE OF INTENT TO CONSTRUCT TO OHIO UTILITIES PROTECTION SERVICE TELEPHONE NUMBER 800-362-2764 PRODUCER'S UNDERGROUND PROTECTION SERVICE (TELEPHONE NUMBER 614-587-0486), AND TO OWNERS OF UNDERGROUND UTILITIES THAT ARE NOT MEMBERS OF A REGISTERED UNDERGROUND PROTECTION SERVICE. NOTICE SHALL BE GIVEN AT LEAST 2 WORKING DAYS BEFORE START OF CONSTRUCTION. 3. THE IDENTITY AND LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN THE CONSTRUCTION AREA HAVE BEEN SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS AS ACCURATELY AS PROVIDED BY THE OWNER OF THE UNDERGROUND UTILITY. THE CITY OF DUBLIN AND THE CITY ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR DEPTHS OF UNDERGROUND FACILITIES SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS. IF DAMAGE IS CAUSED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF THE SAME AND FOR ANY RESULTING CONTINGENT DAMAGE. 4. LOCATION, SUPPORT, PROTECTION AND RESTORATION OF ALL EXISTING UTILITIES AND APPURTENANCES, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5. WHEN UNKNOWN OR INCORRECTLY LOCATED UNDERGROUND UTILITIES ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE CITY ENGINEER. 6. PUBLIC STREET LIGHTING MAY BE IN THE VICINITY OF THIS PROJECT. CONTACT THE CITY OF DUBLIN, DIVISION OF ENGINEERING AT 410-4637, TWO DAYS PRIOR TO BEGINNING WORK. TRAFFIC CONTROL 1. NOT APPLICABLE 2. NOT APPLICABLE 3. NOT APPLICABLE 4. NOTAPPLICABLE 5. NOTAPPLICABLE EROSION AND SEDIMENT CONTROL 1. THE CONTRACTOR OR DEVELOPER IS RESPONSIBLE FOR SUBMITTING A NOTICE OF INTENT (NOI) TO BE REVIEWED AND APPROVED BY THE OHIO EPA. THE NOI MUST BE SUBMITTED TO OEPA 45 DAYS PRIOR TO THE START OF CONSTRUCTION AND MAY ENTITLE COVERAGE UNDER THE OHIO EPA GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY. A PROJECT LOCATION MAP MUST BE SUBMITTED WITH THE NOI. A SEDIMENT AND EROSION CONTROL PLAN MUST BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL IF A SEDIMENT AND EROSION CONTROL PLAN HAS NOT ALREADY BEEN INCLUDED WITH THE APPROVED CONSTRUCTION DRAWINGS. THIS PLAN MUST BE MADE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE DESIGN OF EROSION CONTROL SYSTEMS SHALL FOLLOW THE REQUIREMENTS OF OHIO EPA, ITEM 207 OF OHIO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, AND THE CITY ENGINEER. AN INDIVIDUAL NPDES STORMWATER DISCHARGE PERMIT MAY BE REQUIRED. THE CONTRACTOR SHALL BE CONSIDERED THE PERMITTEE. 2. THE CONTRACTOR SHALL PROVIDE SEDIMENT CONTROL AT ALL POINTS WHERE STORM WATER RUNOFF LEAVES THE PROJECT, INCLUDING WATERWAYS, OVERLAND SHEET FLOW, AND STORM SEWERS. 3. ACCEPTED METHODS OF PROVIDING EROSION/SEDIMENT CONTROL INCLUDE BUT ARE NOT LIMITED TO: SEDIMENT BASINS, SILT FILTER FENCE, AGGREGATE CHECK DAMS, AND TEMPORARY GROUND COVER. HAY OR STRAW BALES ARE NOT PERMITTED. 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE OF THE WORK AREA AT ALL TIMES CONSISTENT WITH EROSION CONTROL PRACTICES. 5. DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR 30 DAYS OR MORE SHALL BE SEEDED OR PROTECTED WITHIN SEVEN CALENDAR DAYS OF THE DISTURBANCE. OTHER SEDIMENT CONTROLS THAT ARE INSTALLED SHALL BE MAINTAINED UNTIL VEGETATIVE GROWTH HAS BEEN ESTABLISHED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY SEDIMENT DEVICES AT THE CONCLUSION OF CONSTRUCTION BUT NOT BEFORE GROWTH OF PERMANENT GROUND COVER. BLASTING (IF PERMITTED) 1. NOTAPPLICABLE. SANITARY SEWERS 1. CONNECTIONS TO THE SANITARY SEWER WILL BE PERMITTED UPON RECEIVING AN OEPA PERMIT TO INSTALL (PTI), AND UPON RECEIVING A SATISFACTORY LETTER FROM THE DESIGN ENGINEER STATING THAT THE PROJECT HAS BEEN CONSTRUCTED AS PER THE PLANS, AND ALL OF THE CONDITIONS OF THE PTI HAVE BEEN MET. THE DEVELOPER IS RESPONSIBLE FOR OBTAINING ALL REQUIRED OHIO EPA APPROVALS AND PAYING REVIEW FEES. 2. SANITARY SEWAGE COLLECTION SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RULES, REGULATIONS, STANDARDS AND SPECIFICATIONS OF THE CITY OF DUBLIN, OHIO EPA, OHIO DEPARTMENT OF HEALTH AND THE CURRENT EDITION OF THE GREAT LAKES -UPPER MISSISSIPPI RIVER BOARD (TEN STATES) - RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES. 3. THE MINIMUM REQUIREMENTS FOR SANITARY SEWER PIPE WITH DIAMETERS 15 INCHES AND SMALLER SHALL BE REINFORCED CONCRETE PIPE ASTM C76 CLASS 3, OR PVC SEWER PIPE ASTM D3034, SDR 35. PIPE FOR 6-INCH DIAMETER HOUSE SERVICE LINES SHALL BE PVC PIPE ASTM D3034, SDR 35. PVC PIPE SHALL NOT BE USED AT DEPTHS GREATER THAN 28 FEET. PIPE MATERIALS AND RELATED STRUCTURES SHALL BE SHOP TESTED IN ACCORDANCE WITH CITY OF COLUMBUS CONSTRUCTION INSPECTION DIVISION QUALITY CONTROL REQUIREMENTS. 4. THE MINIMUM REQUIREMENTS FOR SANITARY SEWER PIPES WITH DIAMETERS GREATER THAN 15 INCHES SHALL BE REINFORCED CONCRETE PIPE ASTM C76 WITH CLASS DESIGNATION SPECIFIED IN THE APPROVED CONSTRUCTION DRAWINGS. 5. ALL IN -LINE WYE AND TEE CONNECTIONS IN CONCRETE SEWERS, 18-INCH DIAMETER AND LARGER, SHALL BE EITHER KOR-N-TEE OR KOR-N-SEAL CONNECTIONS CONFORMING TO THE MANUFACTURER'S RECOMMENDATIONS. 6. GRANULAR BACKFILL SHALL BE COMPACTED GRANULAR MATERIAL ACCORDING TO ITEM 912 OF THE STANDARD SPECIFICATIONS OR CONTROLLED DENSITY BACKFILL ACCORDING TO ITEM 636, TYPE III OF THE STANDARD SPECIFICATIONS AS DIRECTED BY THE CITY ENGINEER, 7. ALL MANHOLE LIDS SHALL BE PROVIDED WITH CONTINUOUS SELF-SEALING GASKETS. THE APPROVED CONSTRUCTION DRAWINGS SHALL SHOW WHERE BOLT -DOWN LIDS ARE REQUIRED. SANITARY SEWER MANHOLES SHALL BE PRECAST CONCRETE OR AS APPROVED BY THE CITY ENGINEER AND CONFORM TO THE CITY OF DUBLIN SANITARY MANHOLE STANDARD DRAWING. MANHOLE LIDS SHALL INCLUDE CITY OF DUBLIN LOGO. 8. ALL PVC SEWER PIPES SHALL BE DEFLECTION TESTED NO LESS THAN 60 DAYS AFTER COMPLETION OF BACKFILLING OPERATIONS. ALL OTHER REQUIREMENTS SHALL BE ACCORDING TO ITEM 901.21 OF THE STANDARD SPECIFICATIONS. 9. TEMPORARY BULKHEADS SHALL BE PLACED IN PIPES AT LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS AND SHALL REMAIN IN PLACE UNTIL THE PERMIT TO INSTALL (PTI) HAS BEEN ISSUED BY THE OEPA AND THE SEWERS HAVE BEEN APPROVED FOR USE BY THE CITY ENGINEER. THE COST FOR FURNISHING, INSTALLING, MAINTAINING, AND REMOVING BULKHEADS SHALL BE INCLUDED IN THE CONTRACT UNIT BID PRICE FOR THE VARIOUS SANITARY SEWER ITEMS. 10. ALL SANITARY SEWERS INCLUDING SANITARY SEWER SERVICE LINES SHALL BE SUBJECTED TO AND PASS INFILTRATION OR EXFILTRATION TESTS ACCORDING TO ITEM 901 OF THE STANDARD SPECIFICATIONS AND MUST BE APPROVED FOR USE BY THE CITY ENGINEER BEFORE ANY SERVICE CONNECTIONS ARE TAPPED INTO SEWERS. 11. FOR SANITARY SEWER INFILTRATION, LEAKAGE THROUGH JOINTS SHALL NOT EXCEED 100 GALLONS PER INCH OF TRIBUTARY SEWER DIAMETER PER 24 HOURS PER MILE OF LENGTH OR THE COMPUTED EQUIVALENT. ALL SANITARY SEWERS SHALL BE TESTED. 12. AT THE DETERMINATION OF THE CITY ENGINEER, THE CONTRACTOR MAY BE REQUIRED TO PERFORM A TV INSPECTION OF THE SANITARY SEWER SYSTEM PRIOR TO FINAL ACCEPTANCE BY THE CITY. THIS WORK SHALL BE COMPLETED BY THE CONTRACTOR AT HIS EXPENSE. 13. VISIBLE LEAKS OR OTHER DEFECTS OBSERVED OR DISCOVERED DURING TV INSPECTION SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER. 14. ROOF DRAINS, FOUNDATION DRAINS, FIELD TILE OR OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE STRICTLY PROHIBITED ACCORDING TO SECTION 51 23 OF DUBLIN CODE OF ORDINANCES. 15. ALL WATER LINES SHALL BE LOCATED AT LEAST 10 FEET HORIZONTALLY AND 18 INCHES VERTICALLY FROM SANITARY SEWERS AND STORM SEWERS TO THE GREATEST EXTENT PRACTICABLE. WHERE SANITARY SEWERS CROSS WATER MAINS OR OTHER SEWERS OR OTHER UTILITIES, TRENCH BACKFILL SHALL BE PLACED BETWEEN THE PIPES CROSSING AND SHALL BE COMPACTED GRANULAR MATERIAL ACCORDING TO ITEM 912 OF THE STANDARD SPECIFICATIONS. IN THE EVENT THAT A WATER LINE MUST CROSS WITHIN 18 INCHES OF A SANITARY SEWER, THE SANITARY SEWER SHALL BE CONCRETE ENCASED OR CONSIST OF DUCTILE IRON PIPE MATERIAL. 16. SERVICE RISERS SHALL BE INSTALLED WHERE THE DEPTH FROM WYES TO PROPOSED GROUND ELEVATION EXCEEDS 10 FEET. TOPS OF RISERS SHALL BE NO LESS THAN 9 FEET BELOW PROPOSED GROUND ELEVATION IF BASEMENT SERVICE IS INTENDED. 17. WHERE SERVICE RISERS ARE NOT INSTALLED, A MINIMUM 5-FOOT LENGTH OF SANITARY SEWER SERVICE PIPE OF THE SAME SIZE AS THE WYE OPENING SHALL BE INSTALLED. 18. THE CONTRACTOR SHALL FURNISH AND PLACE, AS DIRECTED, APPROVED WYE POLES MADE OF 2 INCHES X 2 INCHES LUMBER AT ALL WYE LOCATIONS, ENDS OF EXTENDED SERVICES, OR AT THE END OF EACH RISER WHERE RISERS ARE REQUIRED. WYE POLES SHALL BE VISIBLE BEFORE ACCEPTANCE BY THE CITY. THE COST OF THESE POLES SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR THE VARIOUS SEWER ITEMS. 19. EXISTING SANITARY SEWER FLOWS SHALL BE MAINTAINED AT ALL TIMES. COSTS FOR PUMPING AND BYPASSING SHALL BE INCLUDED IN THE CONTRACTOR'S UNIT PRICE BID FOR THE RELATED ITEMS. 20. THE CONTRACTOR SHALL FURNISH ALL MATERIAL, EQUIPMENT, AND LABOR TO MAKE CONNECTIONS TO EXISTING MANHOLES. THE SEWER PIPE TO MANHOLE CONNECTIONS FOR ALL SANITARY SEWERS SHALL BE FLEXIBLE AND WATERTIGHT. ALL HOLES SHALL BE NEATLY CORED. THE SEWER PIPE BARREL AT THE SPRINGLINE SHALL NOT EXTEND MORE THAN 1 INCH BEYOND THE INSIDE FACE OF THE MANHOLE. TO MAINTAIN FLEXIBILITY IN THE CONNECTION, A 1-INCH SPACE SHALL BE LEFT BETWEEN THE END OF THE PIPE INSIDE THE MANHOLE AND THE CONCRETE CHANNEL; THIS SPACE SHALL BE FILLED WITH A WATERPROOF FLEXIBLE JOINT FILLER. ANY METAL THAT IS USED SHALL BE TYPE 300 SERIES STAINLESS STEEL. THE CONNECTION MAY BE ANY OF THE FOLLOWING TYPES: A. RUBBER SLEEVE WITH STAINLESS STEEL BANDING. 1) KOR-N-SEAL AS MANUFACTURED BY NATIONAL POLLUTION CONTROL SYSTEMS, INC. 2) LOCK JOINT FLEXIBLE MANHOLE SLEEVE AS MANUFACTURED BY INTERPACE CORPORATION. 3) OR EQUAL AS APPROVED BY THE CITY ENGINEER. B. RUBBER GASKET COMPRESSION. 1) PRESS WEDGE II AS MANUFACTURED BY PRESS -SEAL GASKET CORPORATION. 2) DURA SEAL III AS MANUFACTURED BY DURA TECH, INC. 3) LINK -SEAL AS MANUFACTURED BY THUNDERLINE CORPORATION. 4) OR EQUAL AS APPROVED BY THE CITY ENGINEER. THE COST FOR THIS WORK ALONG WITH A NEW CHANNELIZED BASE FOR THE MANHOLE SHALL BE INCLUDED IN THE UNIT BID PRICE FOR THE RELATED ITEMS OF WORK. WATER LINE 1. ALL WATER LINE MATERIALS SHALL BE PROVIDED AND INSTALLED ACCORDING TO CURRENT SPECIFICATIONS OF THE CITY OF COLUMBUS DIVISION OF WATER. 2. ALL PUBLIC WATER PIPE WITH A DIAMETER 3 INCHES TO 8 INCHES SHALL BE DUCTILE IRON CLASS 53. PUBLIC WATER PIPE 12 INCHES IN DIAMETER OR LARGER SHALL BE DUCTILE IRON, CLASS 54. PUBLIC WATER PIPE 20 INCHES IN DIAMETER OR LARGER MAY BE PRESTRESSED CONCRETE PIPE. PRIVATE WATER PIPE SHALL MEET THE APPROVAL OF THE CITY OF COLUMBUS DIVISION OF WATER PRIOR TO APPROVAL OF THE CONSTRUCTION DRAWINGS. 3. ONLY FIRE HYDRANTS CONFORMING TO CITY OF COLUMBUS STANDARDS WILL BE APPROVED FOR USE. 4. PUBLIC WATER LINES SHALL BE DISINFECTED BY THE CITY OF COLUMBUS DIVISION OF WATER. REQUESTS FOR WATER LINE CHLORINATION SHALL BE MADE THROUGH THE CITY OF DUBLIN DIVISION OF ENGINEERING. THE COST FOR CHLORINATION SHALL BE PAID FOR BY THE CONTRACTOR. 5. ALL WATER LINES SHALL BE DISINFECTED ACCORDING TO ITEM 801.13 OF THE STANDARD SPECIFICATIONS, SPECIAL ATTENTION IS DIRECTED TO APPLICABLE SECTIONS OF AMERICAN WATER WORKS ASSOCIATION SPECIFICATION C-651, PARTICULARLY FOR FLUSHING (SECTION 5) AND FOR CHLORINATING VALVES AND FIRE HYDRANTS (SECTION 7). PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 801.12 OF THE CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS. WHEN WATER LINES ARE READY FOR DISINFECTION, THE CITY OF DUBLIN SHALL SUBMIT TWO (2) SETS OF "AS -BUILT" PLANS, AND A LETTER STATING THAT THE WATER LINES HAVE BEEN PRESSURE TESTED AND NEED TO BE DISINFECTED, TO THE CITY OF COLUMBUS, DIVISION OF WATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE DISINFECTION OF ALL WATER LINES CONSTRUCTION PER THIS PLAN. PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 801.12 OF THE CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS. 6. THE CONTRACTOR SHALL PAINT ALL FIRE HYDRANTS ACCORDING TO CITY OF DUBLIN STANDARDS. THE COST OF PAINTING FIRE HYDRANTS SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR FIRE HYDRANTS. 7. NO WATER TAPS OR SERVICE CONNECTIONS (E.G., TO CURB STOPS OR METER PITS) MAY BE ISSUED UNTIL ADJACENT PUBLIC WATER LINES SERVING THE CONSTRUCTION SITE HAVE BEEN DISINFECTED BY THE CITY OF COLUMBUS DIVISION OF WATER AND HAVE BEEN ACCEPTED BY THE CITY ENGINEER. A TAP PERMIT FOR EACH WATER SERVICE MUST BE OBTAINED FROM THE CITY OF DUBLIN AND THE CITY OF COLUMBUS DIVISION OF WATER BEFORE MAKING ANY TAPS INTO PUBLIC WATER LINES. 8. THE CONTRACTOR SHALL NOTIFY THE CITY OF COLUMBUS DIVISION OF WATER AT 645-7788 AND THE CITY OF DUBLIN DIVISION OF ENGINEERING AT LEAST 24 HOURS BEFORE TAPPING INTO EXISTING WATER LINES. 9. ALL WATER MAIN STATIONING SHALL BE BASED ON STREET CENTERLINE STATIONING 10, ALL BENDS, JOINT DEFLECTIONS AND FITTINGS SHALL BE BACKED WITH CONCRETE PER CITY OF COLUMBUS STANDARDS. 11. THE CONTRACTOR SHALL GIVE WRITTEN NOTICE TO ALL AFFECTED PROPERTY OWNERS AT LEAST 1 WORKING DAY BUT NOT MORE THAN 3 WORKING DAYS PRIOR TO ANY TEMPORARY INTERRUPTION OF WATER SERVICE. INTERRUPTION OF WATER SERVICE SHALL BE MINIMIZED AND MUST BE APPROVED BY THE CITY ENGINEER. 12. WATER METERS SHALL BE INSTALLED INSIDE PROPOSED STRUCTURES UNLESS A METER PIT INSTALLATION IS APPROVED BY THE CITY OF COLUMBUS DIVISION OF WATER. METER PITS MUST CONFORM TO STANDARD DRAWINGS L-7103, A&B FOR 5/8" THROUGH V METERS OR L-6317, A. B, C&D FOR 1-1/2" OR LARGER METERS. 13. WATER LINES TO BE INSTALLED IN EMBANKMENT AREAS SHALL BE PLACED AFTER THE EMBANKMENT HAS BEEN PLACED AND COMPACTED ACCORDING TO THE STANDARD SPECIFICATIONS. 14. CURB STOP BOXES SHALL BE LOCATED AT LEAST 1 FOOT INSIDE THE RIGHT-OF-WAY AND SET AT FINISHED GRADE. 15. IF THE TOP OF THE OPERATING NUT OF ANY VALVE IS GREATER THAN 36 INCHES BELOW FINISHED GRADE AN EXTENSION STEM SHALL BE FURNISHED TO BRING THE TOP OF THE OPERATING NUT TO WITHIN 24 INCHES OF FINISHED GRADE ELEVATION. 16. ALL WATER LINES SHALL BE PLACED AT A MINIMUM DEPTH OF 4 FEET MEASURED FROM TOP OF FINISHED GRADE TO TOP OF WATER LINE. WATER LINES SHALL BE SET DEEPER AT ALL POINTS WHERE NECESSARY TO CLEAR EXISTING OR PROPOSED UTILITY LINES OR OTHER UNDERGROUND RESTRICTIONS BY A MINIMUM OF 18 INCHES. 17, TWO 3/. INCH TAPS SHALL BE INSTALLED WITHIN 2 FEET OF THE END OF THE LINE ON ALL DEAD-END WATER LINES. STORM SEWER 1. ALL STORM WATER DETENTION AND RETENTION AREAS AND MAJOR FLOOD ROUTING SWALES SHALL BE CONSTRUCTED TO FINISH GRADE AND HYDRO -SEEDED AND HYDRO -MULCHED ACCORDING TO ITEMS 203 AND 659 OF THE STANDARD SPECIFICATIONS. 2. WHERE PRIVATE STORM SEWERS CONNECT TO PUBLIC STORM SEWERS, THE LAST RUN OF PRIVATE STORM SEWER CONNECTING TO THE PUBLIC STORM SEWER SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM DESIGNATION C76, WALL B, CLASS IV FOR PIPE DIAMETERS 12 INCHES TO 15 INCHES, CLASS III FOR 18 INCHES TO 24 INCH PIPES, AND 27 INCHES AND LARGER PIPE SHALL BE CLASS II, UNLESS OTHERWISE SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS. INSPECTION IS REQUIRED BY THE CITY OF DUBLIN's DIVISION OF ENGINEERING. 3. GRANULAR BACKFILL SHALL BE COMPACTED GRANULAR MATERIAL ACCORDING TO ITEM 912 OF THE STANDARD SPECIFICATIONS OR CONTROLLED DENSITY BACKFILL ACCORDING TO ITEM 636, TYPE III OF THE STANDARD SPECIFICATIONS AS DIRECTED BY THE CITY ENGINEER. 4. ALL STORM SEWERS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM DESIGNATION C76, WALL B, CLASS IV FOR PIPE DIAMETERS 12 INCHES TO 15 INCHES, CLASS III FOR 18 INCHES TO 24 INCH PIPES, AND 27 INCHES AND LARGER PIPE SHALL BE CLASS II, UNLESS OTHERWISE SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS. 5. HEADWALLS AND ENDWALLS SHALL BE REQUIRED AT ALL STORM SEWER INLETS OR OUTLETS TO AND FROM STORMWATER MANAGEMENT FACILITIES. NATURAL STONE AND/OR BRICK APPROVED BY THE CITY ENGINEER SHALL BE PROVIDED ON ALL VISIBLE HEADWALLS AND/OR ENDWALLS SURFACES. 6. STORM INLETS OR CATCH BASINS SHALL BE CHANNELIZED AND HAVE BICYCLE SAFE GRATES. MANHOLE LIDS SHALL INCLUDE CITY OF DUBLIN LOGO AND ALL CURB INLET AND CATCH BASIN GRATES SHALL INDLUCE ENGRAVED LETTERING: "DUMP NO WASTE; DRAINS TO RIVER" 7. STORM SEWER OUTLETS GREATER THAN 18 INCHES IN DIAMETER ACCESSIBLE FROM STORMWATER MANAGEMENT FACILITIES OR WATERCOURSES SHALL BE PROVIDED WITH SAFETY GRATES, AS APPROVED BY THE CITY ENGINEER. MAIL DELIVERY 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT US MAIL DELIVERY WITHIN THE PROJECT LIMITS IS NOT DISRUPTED BY CONSTRUCTION OPERATIONS. THIS RESPONSIBILITY IS LIMITED TO RELOCATION OF MAILBOXES TO A TEMPORARY LOCATION THAT WILL ALLOW THE COMPLETION OF THE WORK AND SHALL ALSO INCLUDE THE RESTORATION OF MAILBOXES TO THEIR ORIGINAL LOCATION OR APPROVED NEW LOCATION. ANY RELOCATION OF MAILBOX SERVICES MUST BE FIRST COORDINATED WITH THE US POSTAL SERVICE AND THE HOMEOWNER. 2. BEFORE RELOCATING ANY MAILBOXES, THE CONTRACTOR SHALL CONTACT THE U.S. POSTAL SERVICE AND RELOCATE MAILBOXES ACCORDING TO THE REQUIREMENTS OF THE POSTAL SERVICE. USE OF FIRE HYDRANTS 1. THE CONTRACTOR SHALL MAKE PROPER ARRANGEMENTS WITH THE DUBLIN SERVICE DEPARTMENT AND THE COLUMBUS DIVISION OF WATER FOR THE USE OF FIRE HYDRANTS WHEN USED FOR WORK PERFORMED UNDER THIS CONTRACT AND PROVIDE THE CITY OF DUBLIN A COPY OF THE HYDRANT USAGE PERMIT OBTAINED FROM THE CITY OF COLUMBUS. THE CONTRACTOR SHALL ALSO SEND A COPIES OF PERMITS OBTAINED FROM DUBLIN AND COLUMBUS TO THE WASHINGTON AND/OR PERRY TOWNSHIP FIRE DEPARTMENT. PERMITS SHALL BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES. 2. BEFORE THE FINAL ESTIMATE IS PAID, THE CONTRACTOR SHALL SUBMIT A LETTER FROM THE CITY OF COLUMBUS DIVISION OF WATER TO THE CITY ENGINEER STATING THAT THE CONTRACTOR HAS RETURNED THE SIAMESE VALVE TO THE CITY OF COLUMBUS AND HAS PAID ALL COSTS ARISING FROM THE USE OF THE FIRE HYDRANTS. PROJECT ADDRESS: 6665 CROSBY COURT DUBLIN, OH. 43016 MECHANICAL/ PLUMBING ENGINEER ALAN GILLOOLY, PE HOUCHARD & DUBLIN PLAIN CITY. ROAD DUBLIN, OH. 43016 PHONE: (206) 435.2687 ELECTRICAL ENGINEER RYAN FLEMING, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 266-4277 ARCHITECTURAL CONSULTANT STRUCTURAL CONSULTANT CIVIL CONSULTANT �• GS&P 1100 Nashville City Center • I 511 Union Street G S & P Nashville, Tennessee 37219 (615)770-8100 r M 0 Z �J z Ifl LU J L� U LU oU. 0 V J in ''^^ 9O V/ 0 LU Z U LU LO U U cc H N O N a) a` U) Revision No. Date Description FOR REFERENCE I ONLY I i _.1 li The licensed professional seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this professional, and this professional expressly disclaims any and all responsibility for such plan, drawings or documents not exhibiting this seal. ISSUE DATE: 03/17/17 DRAWN BY: 1 ROBERTS DRAWING NO. REV. 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NORTH 100, 0 100, 200' GRAPHIC SCALE PROJECT ADDRESS: 6665 CROSBY COURT DUBLIN, OH. 43016 MECHANICAL] PLUMBING ENGINEER ALAN GILLOOLY, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 435.2687 ELECTRICAL ENGINEER RYAN FLEMING, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 266-4277 ARCHITECTURAL CONSULTANT STRUCTURAL CONSULTANT CIVIL CONSULTANT GS&P 1100 Nashville City Center 511 Union Street Nashville, Tennessee 37219 G S & P (615) 770-8100 0 NIT J z m 0 � 0 o z O 0 z_ L0 CO cc H� Y °' I- w n U) Revision No. Date Description FOR REFERENCE ONLY The licensed professional seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this professional, and this professional expressly disclaims any and all responsibility for such plan, drawings or documents not exhibiting this seal. ISSUE DATE: 03/17/17 DRAWN BY: J. ROBERTS DRAWING NO. REV. C100 This drawing and all designs, details, inventions or developments covered thereby are confidential and the exclusive property of design owner (or its subsidiaries) which reserves all patent or other rights. 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H d a` � Revision No. Date Description Z1s 03/31/17 REVISION # 1 sxKf�IOFuC •�-eTcouGAi e. �I •�<03I31I2017 • C • C/STV,-`• ��r�/ %riAt- STEPHEN A. BROWN, P. E. OH REG # E-76131 The licensed professional seal affixed to this sheet applies only to the material and Items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this professional, and this professional expressly disclaims any and all responsibility for such plan, drawings or documents not, this seal. ISSUE DATE: 03/17/17 DRAWN BY: J. ROBERTS DRAWING NO. REV C302 40' 0 40' 80' GRAPHIC SCALE This drawing and all designs, details, inventions or developments covered thereby are confidential and the exclusive property of design owner (or its subsidiaries) which reserves all panother rights. 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SW PIPES AND STRUCTURES A00-A10 ARE EXISTING AND WERE INSTALLED WITH THE CONSTRUCTION OF BUILDING 2. 2. PROFILES ARE SHOWN TO INCLUDE PROPOSED UTILITY CROSSINGS THAT ARE TO BE INSTALLED WITH THESE PLANS. 30' 0 30, 60' GRAPHIC SCALE PROJECT ADDRESS: 6665 CROSBY COURT DUBLIN, OH. 43016 MECHANICAU PLUMBING ENGINEER ALAN GILLOOLY, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 435.2687 ELECTRICAL ENGINEER RYAN FLEMING, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 266-4277 ARCHITECTURAL CONSULTANT STRUCTURAL CONSULTANT CIVIL CONSULTANT GS&P 1100 Nashville City Center 511 Union Street Nashville, Tennessee 37219 G S & P (615) 770-8100 CO O V) M J = 0 I--1 LL 0 J m ^ L. L H W 0 Q C0 O V W � / , \/ �W , CIA Y o a � fn Revision No. Date Description 1 03(31(17 REVISION # 1 \\\ O\W 1I lol TEP ' _ 3 03/311 2017 0/oNALt1O�����. f I STEPHEN A. BROWN, P.E. OH REG # E-76131 The licensed professional seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this professional, and this professional expressly disclaims any and all responsibility for such plan, drawings or documents not exhibiting this seal. ISSUE DATE: 03/17/17 DRAWN BY: J. ROBERTS DRAWING NO. REV. C303 This drawing and all designs, details, inventions or developments covered thereby are confidential and the exclusive property of design owner (or its subsidiaries) which reserves all patent or other rights. Copying, reproduction or duplication, in whole or in part, is forbidden unless expressly authorized by design owner. N N O O O O 0 ur) fn W Q6 W CO W O W O W Ov W 01 2� eO W � Z fq O ai � Z Cn pVj � Z to O 9 3: Z co rn 9 Z Co <V I�(V "s I�"(V (V M .-. �N tV �'�(V tV .-. O 2_ (V (V ... 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REFER TO DETAIL 6 ON C903 FOR ALL ALL PROPOSED STRUCTURES 2. REFER TO DETAIL 1 ON C903 FOR ROOFLEADER & UNDERDRAIN CONNECTIONS. 30' 0 30, 60, GRAPHIC SCALE PROJECT ADDRESS: 6665 CROSBY COURT DUBLIN, OH. 43016 MECHANICALI PLUMBING ENGINEER ALAN GILLOOLY, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 435.2687 ELECTRICAL ENGINEER RYAN FLEMING, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 266-4277 ARCHITECTURAL CONSULTANT STRUCTURAL CONSULTANT CIVIL CONSULTANT [L� GSBP 1100 Nashville City Center 511 Union Street G S 8 p Nashville, Tennessee 37219 !^ (615)770-8100 UO � W 2 O LLw Z 0 MJ LU W 0 Q V 0 L Y (11) m a cn \\\\pUtUUIII1fllfyy OF p;�oo,��', ,O =-0 ; E-76131 R'= �� �Or6/23/2017 =\ %'��' F /ST��C s/ILtt���NN STEPHEN A. BROWN, P.E. OH REG # E-76131 The licensed professional seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this professional, and this professional expressly disclaims any and all responsibility for such plan, drawings or documents not exhibiting this seal. ISSUE DATE: 03/17/17 DRAWN BY: J. ROBERTS DRAWING NO. REV. C304 This drawing and all designs, details, inventions or developments covered thereby are confidential and the exclusive property of design owner (or its subsidiaries) which reserves all patent or other rights. Copying, reproduction or duplication, in whole or in part, is forbidden unless expressly authorized by design owner. Revision No. Date Description 1 03/31117 REVISION # 1 2 5/23/17 CITY COMMENTS N LO ` � 1"10 n in � rnv)Zw ) w vi w ? 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W O Z Z Z Z Z z z 0 Z z z M Z Z Z O h Z Z Z 0 co ¢ICOZZZZ Qlyzzzz�C14 Ql�zzzz�Cl) QIU)zZM ¢Irnzzz 955 955 - L__1___L__ I ---L__J___IL__ I ___L I I _1___L______ I I ---1------L-_ I 1___ I I I --1---L__J_ I _L_1J1� I I----j---.--- --,---, L__J___ 1 ___I1LJ I ---,--------------,---,---,------- JLL ---------------- L__L___L__ L___I___ - - - - - - ___L__ ___ I.__J___I___!___ ------- "-------------- J -- ---- I I I I I i I I I I I •� I I I ---+-- ---=--+---1----A--- ---'---+---i---+--- --�---�--+---- 950 -- --r---r--t---r-- ---r---�---t--1-------r I -r---r---�-- I --I---7---r- t--- I I --t-r--�--- I t I I I I - -- I I I I -11 I I I -- * I ----rt---r--r---r------r---1— I I r--- ------ 1 1 --- 1 - - - I - - - I - 1 - r--t-r--r-- --�-r--rt�-r--r- t- --- 1 1 1 -- 1 1 950 ---- 1---1 1---I EX -- -- 11 POPtSE -------- SUR AC 1 -----------�1--- --I'--- --; - - -- -- ---i---11--- - - - --�-- - ---i--- 1------1i --- ---;---' --- --- --- --- I I --- ---'--- ---1--- --- I I 1 I L__ -- 1 L -- J L -TING-SURFAIE--- - 1 �. 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I --1-- I � I ---'---1---L--�--- --*-- ___'._--1 --+-- ___}'__----__ - __�__ __-I"'-----{___ -- _- - - - --- 41A 1 ---r- --r- -- r- r --r- ---- r-----r--t--- - - -- --r-- r r - --L 1 t ----r---r- ---r-----r---1 -- ---r--r---r--r--- -----r-----$1SS 1 NE--r---r-- ---r------T---1--- - - - - - - -- r - --- - ---r---r--r--- --r---r ----- 935 _- +---;- -';---I---- ---1------------ RIEFICIVEHEADWAl --I--- -- 1 1 1 T- IA4A -- ---I I r--�---I -- ------1--- 1 1 1 7---1 ---1 ---1 T---I--- I- ---I 1 r r r-- ,--- __ r -- , -- -1- _ 1 -- 1- 1 1 r---1 _ _ 1 1 i -- - �---, -- , - T- -, -- --- 1 ,-- I 935 -- - - - - - + -- ----- --- -- -- INSTALLED-W +I CONS RtJE�iiOf� -- --1 -- -- - --- 1 -- -- - r -- -- -- ----- +- -+--- ----- -- --- 2" WATER - -- -- --- -- --- -- 1 1 - -- -- -- ---I- -+---I- - --- --+--- _. --- I BEI ---- - t0' -- --y-- + --r-- ---r OF BUILDING f1NtUfNSrALt1iJEW -- --r _L---I --r-- ------ FIBER - -- r---+-- r --I- --r--r---r --r--- 1---+--- LINE C� -t---1r--t--� �-r--r --*-- r-- -- --- Tg - DttC ANK --�- 1 -t---r -t--- -t---r--- DUCT BAN 7--- -- i WAT RLINE --- -1 T-I�- ___ �_ AREA INLET- _ __ --- �1 - - _ _ __ _ DUCT BANK _ i r-- r __ _ ___ 7--r �--- 1 �---r---I- "--- T--�—�--t-- —r-- 1 r— i-- r� - - - ---- --- 1i --- r--- ___ --- - ---- ---- ---- --_ L--_1 - -- L--- - -- --I-- --- I-- ----- '---- 1 1 1 I 1 -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 STORM A9 (EX) TO A39 PROFILE SCALE 1-1:1 "=30'; V:1 "=6' Lo o 0 tn ZU) 0)Zv)� �'� -v uj I zco �iw�? �v I� N fV C—q I� °p QO N N N N I� a0 p0 <V N I� CV N IYN Z, (0 ii �° cc t0 (0 t- O pO� O I- oLo NO�IT 1 (��ri _°OO O. 0 N2N� IT ce m 0 Va0] IV 1p� Q� 0 OV MN VV O VV' CO 03 Q rn0)0 Cn � W Z� z_ rn Z Z � O I cc000 Z O O 0 0 -O n O co~ Z ZZZ� ,~ alrn Z Z Z Z co~ acnZ Z-Z-� M~ alU) Z ' 955<If, 955 1 1 I 1 I I I I I T 1 1 I EX TT�I I - -----JI --- L-- 1--- 1--i---L-- J1---i --- -- - -'I--- --1---L- 1--- I--f, ___ FAC L--I---,-- --1 - ----1---+-- +---I--- -- +-- -- --- --+--- ---+-- --+--- ---}-- --- --- --+--- -- --- - -----+-------SU -----�---V--+--- -- --J--- 950 - -- - - �- r- rl1---,---r-- -----J---1--J---1--- - ___ _1 r- ,-- t---�--- 1� � �-- t---�I---�--rt---r- ---1-- � 1 950 950 -- 1-- r- r-- I 1 1 I I I I I 1 950 i, --- I EXISTING ---11� - - - --- - I- --1 I I SU RFA --'---' - PRO OSED 1 - 1 '-- '- L- 1 ---- I---�' --L-- L_._J_ 1 --J -----'-- 1--- --- --L- -J -- I 1 _----1-- �---L- - I -ACE __ I I I I ------------ -- I 11 I 1 I I I �I —y_ -4— --- ------+--- -- --- -- - ---- -- --- -- — --- - + -- - --+- I -- +— — -- I ---- +- ------ - -- --{ 1 945 -- — — — --:�--I�T�-ram---r- - -- --r-- - ---- --7-- -- r- 1 1 945 -- 945 --- - I-- - - ----- 945 ------- -- ---�—------r---- --- — ----�— — ------ — ---- 1 1 I 1 + 940 - — — — --T172 L.F. = E4"�CP -Q3 -T--- ---r- - -- -1 - --- F,� 1W RCP @ 0.30--7---1r-- ---i 940 940 - -- 192 L.F. - 18" R Pam@-4M!° 940 L--L - -- - 1------1---L-- -- L--J--- --J--- ---- -L --- 18"MIN.----'---11 ______1-__I-__J___L- 4"MIN. T� I ___ - r-r--r-r-- --t---I--- r--r----r--r-r--r--- ---r L�NE-r--r----r-r--�-r-----7-r--r-r- 935 1 I I r T---T_ 1 T---r-- --- --T -- T ---r- ---r_ 935 935 ---r-- ---r------ ------T-----1---,--- --,- _ 935 -+-- --- -- 1 --- ---i -- --- -- - - - T---I - - - - - -Ii --f -- -- --- -- ------11------- -- I-y- 1 ---I--�---i- - IBE - --- --,--- ------+--- -- ---------- 1--- r--r---r-- ---r---1---+--r-----r--t---r--r----- ---t--r--t------ -'----*---1---r--- --t--r---t-r- ---- DUCT ----!--r---1---r-----t---r--y--r------t- BAN 1 " "------L- '- -' 1--I---'---1--- I 1 I 1 I 1 __ I 9301 930 930 1 1 1 1 30 7+00 7+50 8+00 8+50 9+00 9+50 10+00 -0+25 0+00 0+50 1+00 1+25 CON'T STORM A9 (EX) TO A39 PROFILE STORM A38 TO A40 PROFILE SCALE H:1"=30'; V:1"=6' SCALE H:1"=30'; VA1.=6' NOTES: 1. REFER TO DETAIL 6 ON C903 FOR ALL ALL PROPOSED STRUCTURES 2. REFER TO DETAIL 1 ON C903 FOR ROOFLEADER & UNDERDRAIN CONNECTIONS. 30' 0 30' 60' GRAPHIC SCALE PROJECT ADDRESS: 6665 CROSBY COURT DUBLIN, OH. 43016 MECHANICAL/ PLUMBING ENGINEER ALAN GILLOOLY, PE HOUCHARD & DUBLIN-PLAIN CITY. ROAD DUBLIN, OH. 43016 PHONE: (206) 435.2687 ELECTRICAL ENGINEER RYAN FLEMING, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 266-4277 ARCHITECTURAL CONSULTANT STRUCTURAL CONSULTANT CIVIL CONSULTANT GS&P 1100 Nashville City Center 511 Union Street G S & P Nashville, Tennessee 37219 (615) 770-8100 co :ililill' M I W 2 J O LL JO�// m I LL G I � W `V 1 V O LO co cc C Y w H N N d U) `\��pUqu u lOF if l/b7ji Revision No. Date Description 5/23/17 CITY COMMENTS LO N IMZ N N IV 001 W I'T� O O LO 0Z W LID W In W ? In ? 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REFER TO DETAIL 1 ON C903 FOR ROOFLEADER & UNDERDRAIN CONNECTIONS. 30' 0 30' 60' GRAPHIC SCALE PROJECT ADDRESS: 6665 CROSBY COURT DUBLIN, OH. 43016 MECHANICAL] PLUMBING ENGINEER ALAN GILLOOLY, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 435.2687 ELECTRICAL ENGINEER RYAN FLEMING, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 266-4277 ARCHITECTURAL CONSULTANT STRUCTURAL CONSULTANT CML CONSULTANT GS&P 1100 Nashville City Center 511 Union Street G S 8 P Nashville, Tennessee 37219 (615)770-8100 I I M V) W = J O t--I U. Z_ O�/ m L^L W O 1U V+ O V t CO Cfl CiD a) V N F_ a) O = Revision No. Date Description E OF ` Co • E- 76131 �= F��ST��' _� ice•' 11NA 11 t 0� STEPHEN A. BROWN, P.E. OH REG # E-76131 The licensed professional seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this professional, and this professional expressly disclaims any and all responsibility for such plan, drawings or documents not exhibiting this seal. ISSUE DATE: 03/17/17 DRAWN BY: J. ROBERTS DRAWING NO. REV. C306 This drawing and all designs, details, inventions or developments covered thereby are confidential and the exclusive property of design owner (or its subsidiaries) which reserves all patent or other rights. Copying, reproduction or duplication, in whole or in part, is forbidden unless expressly authorized by design owner. 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BROWN, P.E. OH REG # E-76131 The licensed professional seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this professional, and this professional expressly disclaims any and all responsibility for such plan, drawings or documents not exhibiting this seal. ISSUE DATE: 03�17�17 DRAWN BY: 1. ROBERTS DRAWING NO. REV. C401 This drawing and all designs, details, inventions or developments covered thereby are confidential and the exclusive property of design owner (or its subsidiaries) which reserves all patent or other rights. Copying, reproduction or duplication, in whole or in part, is forbidden unless expressly authorized by design owner. 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BROWN, P.E. OH REG # E-76131 The licensed professional seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this professional, and this professional expressly disclaims any and all responsibility for such plan, drawings or documents not exhibiting this seal. ISSUE DATE: 03/17/17 oRAWN BY: J. ROBERTS DRAWING NO. REV. C402 This drawing and all designs, details, inventions or developments covered thereby are confidential and the exclusive property of design owner (or its subsidiaries) which reserves all patent or other rights. Copying, reproduction or duplication, in whole or in part, is forbidden unless expressly authorized by design owner. 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ALL SILT FENCE AND INLET PROTECTION TO REMAIN IN PLACE UNTIL SITE HAS ACHIEVED 80% STABILIZATION. 2. AREA SHOWN AS FINAL STABILIZATION TO BE SEEDED WITH TURF TYPE FESCUE AT THE RATE OF 5 LBS PER 1,000 S.F. MULCH SEEDED AREA WITH STRAW AT A RATE OF 1.5 BALES PER 1,000 S.F. TEMPORARY IRRIGATION COVERAGE TO BE PROVIDED FOR THE FIRS FULL GROWING SEASON TO AID IN TURF ESTABLISHMENT. NORTH 100, 0 100, GRAPHIC SCALE 200' PROJECT ADDRESS: 6665 CROSBY COURT DUBLIN, OH. 43016 MECHANICALI PLUMBING ENGINEER ALAN GILLOOLY, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 435.2687 ELECTRICAL ENGINEER RYAN FLEMING, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 266-4277 ARCHITECTURAL CONSULTANT STRUCTURAL CONSULTANT CIVIL CONSULTANT GS&P 1100 Nashville City Center 511 Union Street Nashville, Tennessee 37219 G S & P (615)770-8100 0 Z W J V H LL m Ili V V / CL CD Uj C C 1= a d C0 Revision No. Date Description u0 P �T •�`03/17/20170 \ �. •.G/STEF;.• �. °''ss �OINALtta`\\\\\ STEPHEN A. BROWN, P.E. OH REG # E-76131 The licensed professional seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this professional, and this professional expressly disclaims any and all responsibility for such plan, drawings or documents not exhibiting this seal. ISSUE DATE: 03�17�1J DRAWN BY: J. ROBERTS DRAWING NO. REV. C403 This drawing and all designs, details, inventions or developments covered thereby are confidential and the exclusive property of design owner (or its subsidiaries) which reserves all patent or other rights. Copying, reproduction or duplication, in whole or in part, is forbidden unless expressly authorized by design owner. LEGEND ------------------C( LIT ON )THER ) THERS) = 945.00 1 IIII C - _ I I I I I I I I I OH-E — w OH W I UG-E FO FO DATA COMM T T A A ------------- a dh r r r i 00 00-o WATER SERVICE NOTES PROPOSED PROPERTY LINE PROPOSED BUILDING LINE PROPOSED WATER LINE (SIZE VARIES) PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED UNDERGROUND ELECTRIC PROPOSED FIBER SERVICE PROPOSED DATA SERVICE PROPOSED TELEPHONE SERVICE PROPOSED COMMUNICATION SERVICE PROPOSED UNDERGROUND COMPRESSED AIR PROPOSED UTILITY EASEMENT PROPOSED FIRE DEPARTMENT CONNECTION (FDC) PROPOSED POST -INDICATOR VALVE (PIV) PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED WATER TEE PROPOSED WATER ANGLE PROPOSED SANITARY CLEANOUT PROPOSED LIGHT POLE "UNDERGROUND PRIVATE WATER SYSTEM(S) BEYOND METER(S)" 1. SITE UTILITY CONTRACTOR SHALL CONTACT THE CITY OF DUBLIN FOR INSPECTION, FLUSHING AND PRESSURE TEST INSPECTION OF THE PRIVATE DOMESTIC WATER AND FIRE SYSTEM AFTER THE CITY OF COLUMBUS WATER METER AND ITS BACKFLOW PREVENTION ASSEMBLY. 2. SITE WATER SYSTEM PIPE MATERIAL FOR 4" AND LARGER PIPE SHALL BE DUCTILE IRON, OR C-900 PVC, OR C909 PVC PIPE TO A POINT T ABOVE BUILDING FINISHED FLOOR. 3. 2" WATER SERVICE PIPE SHALL BE K SOFT COPPER OR A DIVISION OF WATER APPROVED POLY TUBING 4. ALL PRIVATE FIRE HYDRANTS SHALL BE PER CMSC ITEM 809, WITH TWO ADDITIONAL 2-1/2" OUTLETS AND ONE 5" INTEGRATED STORZ FITTING IN PLACE OF PUMPER NOZZLE (NO ADD -ON FITTINGS) IN ACCORDANCE WITH DUBLIN FIRE SPECIFICATIONS, SPECIAL ATTENTION GIVEN TO CMSC ITEM 809.11.02. CONTRACTOR SHALL CALL DUBLIN FIRE DEPT. TO INSPECT PRIVATE FIRE HYDRANT INSTALLATION BEYOND THE CITY WATER METER. 5. ALL PRIVATE FIRE HYDRANTS SHALL USE DUCTILE IRON PIPE FROM PRIVATE WATER SYSTEM TEE THRU HYDRANT CONTROL VALVE AND FIRE HYDRANT ASSEMBLY. 6. ALL PRIVATE FIRE HYDRANT MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. 7. ALL PRIVATE FIRE HYDRANTS SHALL BE USED FOR FIRE PROTECTION USE ONLY. 8. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED IN ACCORDANCE WITH CITY OF DUBLIN STANDARD DRAWING WA-01. 9. ALL PRIVATE FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS SHALL BE PER DUBLIN SPECIFICATIONS. 10. ALL WATER SERVICE PIPE AND ALL FIRE PROTECTION ITEMS MUST BE INSPECTED BY CITY OF DUBLIN, 11, PROJECT GENERAL CONTRACTOR SHALL OBTAIN COPIES OF THE PRIVATE DOMESTIC WATER SYSTEM AND PRIVATE FIRE SYSTEM INSPECTION FROM THE CITY OF DUBLIN AND PROVIDE COPIES FOR THE DIVISION OF WATER BY EMAIL TO DHWILSON@COLUMBUS.GOV NORTH 100, 0 100, 200' GRAPHIC SCALE PROJECT ADDRESS: 6665 CROSBY COURT DUBLIN, OH. 43016 MECHANICAU PLUMBING ENGINEER ALAN GILLOOLY, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 435.2687 ELECTRICAL ENGINEER RYAN FLEMING, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 266-4277 ARCHITECTURAL CONSULTANT STRUCTURAL CONSULTANT CIVIL CONSULTANT Lam_ GS&P 1100 Nashville City Center 511 Union Street G S & P Nashville, Tennessee 37219 (615)770-8100 co r M 0 Z J Im N IX V (n � � J LULO CD 0� co CO N 0) O D_ cn X\\\\ .``\\��`P�E OF 9101"co '' • T E-76131 W ��•, 5/23/2017 , STEPHEN A. BROWN, P.E. OH REG # E-76131 The licensed professional seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this professional, and this professional expressly disclaims any and all responsibility for such plan, drawings or documents not exhibiting this seal. ISSUE DATE: 03/17/17 DRAWN BY: J. ROBERTS DRAWING NO. REV. C500 This drawing and all designs, details, inventions or developments covered thereby are confidential and the exclusive property of design owner (or its subsidiaries) which reserves all patent or other rights. Copying, reproduction or duplication, in whole or in part, is forbidden unless expressly authorized by design owner. Revision No. Date Description 1 03/31/17 REVISION # 1 05/23/17 CITY COMMENTS ,.'il i�l ICI ICI' �I ICI Imm �VAULT ■ ■� 7l� I.. o &IM, .,��'i.all � b • y -- MR., . 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O .� O .--� :.'..- + +■ lull!.. .oi i.�•�u��_.•, -•tiiYw• i/•. e1`.�r ,wl� '! .., ,[gll�„... i•=. �.. /Cai�ll . �, YtT .r �r ivs ���_.II 01:1'r ,a .C.� ►,:�.r`1 p��:� ■.! .r __.� �...�r�.�.I� t�0';--v--O:I,;•�10 C.i �.C.� �� .W:•��rL 3'wi��iill5lii!■ -- I I _ra1y�❑C:•�i_xrr I fiWIM-21 a'9���R ■ 0 V wVAX • ■ CROSBY • _ • 1 • : BUILDING o 1521945 SF 2 µ nl� E FFE 948.00 u • ' •• • ® .. 7.25 11 11 e N kF O ® ��� �• �` O n n J•�p + 944.71 Y•�Y•CC�7•�Y•OAEG �m Y•OY•�Y•O=•]1CC iiO7•�Y•O'.1•�-��3• -• S•�Y•C 77•�b2IJ PRIOPER74ll- LINE I�I ® 94 . 1 I:I II O . 11 INV 11 II O III ••. 1 ■IINV : /1 11 .11 II • 1/ „ 0 1 11 935.00 CD INV. 11 ■ EXTEND DUCT BANK e 45 L.F FROM I I I I I o I CA),12 I I UTILITY COORDINATES (NAD 83 OHIO ZONE SOUTH, US SURVEY FT.) PROPOSED PROPOSED AS -BUILT AS -BUILT STRUCTURE TYPE NORTHING EASTING NORTHING EASTING EV1 ELECTRICAL VAULT 766480.84 �1773241.42 EV2 ELECTRICAL VAULT �766303.36 �1773254.93 EV3 ELECTRICAL VAULT �766145.90 �1773283.81 EV4 ELECTRICAL VAULT �766094.04 �1772853.19 EV5 ELECTRICAL VAULT �766086.35 �1772751.85 FV1 FIBER OPTIC VAULT �766554.71 �1773179.79 FV1A FIBER OPTIC VAULT �766462.87 �1772957.85 FV2 FIBER OPTIC VAULT �766480.42 �1773185.44 FV3 FIBER OPTIC VAULT 766449.46 1773222.89 FV4 FIBER OPTIC VAULT 766449.12 1772929.59 FV5 FIBER OPTIC VAULT 766426.61 1772633.82 FV6 FIBER OPTIC VAULT �766408.53 �1772352.18 FV7 FIBER OPTIC VAULT �766071.32 •1772377.92 EXTEND F/O DUCT BANK 45 L.F FROM VAULT AND CAP FV8 FIBER OPTIC VAULT 766104.88 1772778.08 FV 8 FV9 FIBER OPTIC VAULT 766108.53 1772833.96 T.C. 946.50 INV. 937.00 (N) FV10 FIBER OPTIC VAULT 766145.90 1773283.81 INV. 937.00 (E) FV 7 T.C.946.00 INV. 937.00 (W) INV. 937.00 (E) INV. 937.00 (S) 10" W lb" W - 10" W f-1 n INV. 935.50 (S) INV. 931.00 (W) EXTEND ELECTRICAL DUCT BANK 35 L.F. FROM VAULT AND CAP I MATCHLINE C502 EV 5 I T.C. 946.60 A33 INV. 935.50 (N) INV. 940.00 (E) EXTEND F/O DUCT BANK I i 45 L.F FROM VAULT AND CAP. I NOTES: 1. FOR FIBER AND ELECTRIC VAULTS REFER TO DETAIL 05 ON C902. 2. FIBER AND ELECTRIC VAULTS ARE SHOWN WITH A TOP OF CASTING ELEVATION THAT COORDINATES WITH THE GRADING PLAN. SPECIFIC VAULT TYPES AND CONNECTIONS ARE TO BR SUBMITTED AS SHOP DRAWINGS TO THE ELECTRICAL AND CIVIL ENGINEER. 3. SPECIFIC POWER/ FIBER FEEDS AND INTERNAL VAULT CONFIGURATION ARE TO BE COORDINATED WITH THE ELECTRICAL ENGINEER THROUGH THE RFI/ SUBMITTAL PROCESS. DUCT BANK CAP 04 (TYP.) C90 FV9 T.C.946.65 INV. 937.00 (W) INV. 934.00 (E) INV. 930.00 (S) / EV4 MATCHLINE C502 G T.C.946.50 INV. 940.00 (E) INV. 940.00 (S) INV. 940.00 (W) EXTEND ELECTRICAL DUCT BANK 15 L.F. FROM VAULT AND CAP. EXISTING ELECTRICAL VAULT ELECTRIC CROSSING //lv FV1 T.C.947.00 INV. 938.00 (E) INV. 938.00 (S) FV2­\ T.C. 946.75 INV. 938.00 (N) INV. 938.00 (W) E JY•�Y•�JY•�Y•1� � O -FOR CONDUIT CROSS- SECTION REFER TO DETAIL 06 ON C902, LETTERED IN COORDINATES WITH SECTION LETTERED IN DETAIL. FV3 T.C. 945.50 INV. 933.00 (N) INV. 936.00 (S) INV. 933.00 (W) FV10 T.C.945.50 INV. 936.00 (N) INV. 934.00 (S) INV. 936.00 (W) TRANSITION ELECTRICAL GRADE 945.35 CONDUIT INVERT TO SW INV. 939.30 939.00 ELEC . INV. 932.00 WATER INV. 929.00 i N I EXISTING 1u:1 FIBER VAULT TW 936.20 N OF EXISTING FIBER INSTALLED WITH BUILDING 1 36" 3:1 45.0 45.0 935.95 N.P. 93S N 0 EV1 D T.C.945.45 INV. 939.00 (N) INV. 939.00 (S) - v .�(J% D A N "a45.0 - AEP SU D8 (BY C FFE = EV2 - -0 -n AS (EX) T.C. 945.45 INV. 939.00 (N) - INV. 939.00 (S) EV3 - .C.-945.45 1 - INV. 939.00 (N)� n NV. 939.00 (E:) NV. 929.00 (W} GRADE 945.25 ( FIBER INV, 934.00 ELEC. INV. 929.00 NORTH x945. 40' 0 40' 80, GRAPHIC SCALE PROJECT ADDRESS: 6665 CROSBY COURT DUBLIN, OH. 43016 MECHANICALI PLUMBING ENGINEER ALAN GILLOOLY, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 435.2687 ELECTRICAL ENGINEER RYAN FLEMING, PE HOUCHARD & DUBLIN PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 266-4277 ARCHITECTURAL CONSULTANT STRUCTURAL CONSULTANT CIVIL CONSULTANT GS&P 1100 Nashville City Center 511 Union Street G S & P Nashville, Tennessee 37219 (615)770-8100 Ito 0 p� w ' Ina zm LL all ■rrr � Z 0 c) J U F'�1 Hl U w U ''"'' VLU L0 1--'i J M w O F_ a` v Revision No. Date Description AS 03/31/17 REVISION # 1 2 05/23/17 CITY COMMENTS \\\\\\\�\\\\\\\III I I IIII �E OF //0'%,. B R 04BRO= E-76131 . OS/23/2010 UJ` GIs STEPHEN A, BROWN, P.E. OH REG # E-76131 The licensed professional seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this professional, and this professional expressly disclaims any and all responsibility for such plan, drawings or documents not exhibiting this seal. ISSUE DATE: 03/17/17 DRAWN BY: J. ROBERTS DRAWING NO. REV. C501 This drawing and all designs, details, inventions or developments covered thereby are confidential and the exclusive property of design owner (or its subsidiaries) which reserves all patent or other rights. Copying, reproduction or duplication, in whole or in part, is forbidden unless expressly authorized by design owner. I II I II I W N y „ W 10" W 1 �� 11 A26 A25------- A30IF 29 AN A28 A27 D12 s s s s A6 (EX) MATCHLINE C501 D11 2;2 D10 MATCHLINE C501 I D9 I I I � � I I I I I I I I I I I I I ;PROpERTYI o I LINE; I � I I I I I I I 11.9' IF I I I I I I I I I I I I I 11 I o I I I I I I I I I I � I I I 10" W 10" W 'k-10" W -10" W FV 14 T.C. 946.00 INV. 936.00 (N) INV. 936.00 (E) INV. 936.00 (S) 14 o IT 10 X_ Z o A I� ID 00 < C: rn I� r- IZ m mC�2 D In A52 10" W FV 13 T.C. 946.50 INV. 936.00 (N) INV. 936.00 (E) INV. 936.00 (S) INV. 936.00 (W) - EXTEND F/O DUCT BANK 45 L.F. FROM VAULT AND CAP. 1011W 10"Wt 10"k* i WAN �- EXTEND F/O DUCT BANK 25 L.F. FROM VAULT AND CAP. 10" W I 10" W DUCT BANK CAP (TY P. ) 0" W FV 12 T.C. 946.50 INV. 935.00 (N) INV. 936.00 (E) INV. 936.00 (S) INV. 936.00 (W) 10" W 0 0 0 A 1011W 1 W 10"W l I FV11� T.C.945.50 0 INV. 934.00 (N) INV. 936.00 (S) INV. 936.00 (W) 1 FV 16 CD EV6 T.C.946.00 INV. 940.00 (N) INV. 940.00 (S) 11 GRADE 945.25 ELEC. INV. 939.00 SW TOP OF PIPE 938.00 --- SWINV. 934.05-- T.C. 946.60 5 2' INV. 936.00 (N) 10. INV. 931.00 (E) EXTEND F/O INV. 931.00 (W) DUCT BANK 35 o L.F. FROM VAULT AND CAP. A51 EXTEND ELECTRICAL FV17 DUCT BANK 35 L.F. B T.C. 946.10 FROM VAULT AND INV. 936.00 (N) FV 18 FV 15 CAP. INV. 936.00 (E)94625 T.C. 946.10 ELECTRIC CROSSING INV. 931.00 (W) INV. 36 00 N INV. 936.00 (N) C9302 INV. 936.00 (W) m INV. 936.00 (E) q A A w N 10"W 10"W 10"W 0"W 10"W 1 "W 1 10" 10"W 10" JW 10"W 10"W 10"W 1P� EJ A50 0' A49 A48 A47 I EV8 D17 A46 H A45 D16 io A44 A43 D15 I T.C.946.55 INV. 936.00 (N) INV. 939.00 (E) I 35' SIDE BUILDING SETBACK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I SIDE PAVEMENT SETBACK PROPERTY - - - - - - - - - - - - - --- --- - - - - -_ _ - - _ - --- - _ - - - - - - - - -_ - - -_ _- - - - - _ _ ----_ _ - - LINE Al EV7 T.0 945.80 INV. 939.00 (N) INV. 939.00 (W) NORTH 40' 0 40' GRAPHIC SCALE 111111111111111 PROJECT ADDRESS: 6665 CROSBY COURT DUBLIN, OH. 43016 MECHANICAU PLUMBING ENGINEER ALAN GILLOOLY, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 435.2687 ELECTRICAL ENGINEER RYAN FLEMING, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 266-4277 ARCHITECTURAL CONSULTANT STRUCTURAL CONSULTANT CIVIL CONSULTANT [� GS&P 1100 Nashville City Center 511 Union Street G S & P Nashville, Tennessee 37219 (615)770-8100 r CM 0Ed OC z m_ LL z V J U I_r, o C Z U o V LU CL Ln co ��(4 (A w 0 cc H •� a- N fn Revision No. Date Description 1 03/31/17 REVISION # 1 2 05/23/17 CITY COMMENTS \\��\p\21I I I I I I I/111j7 OF Oh / E-761 05/23E12017 ' W IF STEPHEN A. BROWN, P.E. OH REG # E-76131 The licensed professional seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this professional, and this professional expressly disdains any and all responsibility for such plan, drawings or documents not exhibiting this seal. ISSUE DATE: 03/17/17 DRAWN BY: J. ROBERTS DRAWING NO. REV. C502 This drawing and all designs, details, inventions or developments covered thereby are confidential and the exclusive property of design owner (or its subsidiaries) which reserves all patent or other rights. Copying, reproduction or duplication, in whole or in part, is forbidden unless expressly authorized by design owner. a ` Uo Q I P 4 W 9 0 L Ir r TjC 94- 6 RI '.6C II' f I LL J `a x I I � � I! I I r J I ZJ Q Z T 7 ti a � I` J m II lit z II I I ri II IT I I 00 >tI Il I i I� II I II I� 4A.7 Ii • i CONSTRUCTION TP, ll EII 9447 _ MI A18 � II I II + II i PROPERTY LINE - it C AS I' ytr PROJECT '0 0.3� ADDRESS: >' If 6665 CROSBY COURT DUBLIN, OH. 43016 i 6 'JNC3. RD IN .F'�9' _ 944. 60.55 � 36" © 0133% 935.9 `, 45 r 9 51I II •\ z II I I Al (EX) --- ' -. I I SEE SHEET C521/ C522 FOR PRIVATE SANITARY / i / / / / SEWER PROFILES f / f ( Q I e a N < ` ' '�i "rI,3 ° o u L'i I(5LLLL 1(9 ` rn , - _T7 9I .�.----- _-- --- -- ---® ---- -- ------ - Ir. „ <„ -A14 (EX) A11 (EX)7- - - ----- - Tl EXISTING 6" I I STUBOUT II it I I i EXISTING 2" FOR FUTURE I III) STUBOUT BUILDING X) so. 2,: 0'0 o x yy9ryryry I (}. may, F i% LLjj 9 3 RDRAIN i i e i t � uq 546.8 � r A6.6 tNg6,.�JN- - III ,.L� j ses. L_ ERDR? s - _-....3iHP. TC 945. $- -1 "� 916.A{HP ITC 9� S. ["S 7�. (-, 946..NP r. 446.HP --: 1 TQ.00 tick Ji. .% i L 1 ...1�18 l4 0. i �_ -� _ y t fl - - t` 1 r �. 11�." � �� � >)r f .Ji • a g� ioQF � i. J �1 AD '. • :try ;oo°• •,rev. eazsw s. � .. r" •.. v9 - I �`� � J --1 ,� h,. I • I { _fit ! .32% s '� t v-Tl `-�. I� � G I I� . ;`3�-�f`I . �� `' . '. r> v r"�i ' _ ... ; "�� . ���: .. • � _ . �-� . i��Z • ... � r UTILITY COORDINATES (NAD 83 OHIO ZONE SOUTH, US SURVEY FT.) PROPOSED PROPOSED AS -BUILT AS- BUILT STRUCTURE TYPE NORTHING EASTING NORTHING EASTING FH1 FIRE HYDRANT 766202.01 1773223.59 FH2 FIRE HYDRANT 766130.26 1772975.97 FH3 FIRE HYDRANT 766104.99 1772628.01 FH4 FIRE HYDRANT 766096.07 1772368.57 GV1 GATE VALVE 766202.17 1773226.75 GV2 GATE VALVE 766174.40 1773231.99 GV3 GATE VALVE 766165.02 1773232.69 GV4 GATE VALVE 766169.37 1773228.45 GV5 GATE VALVE 766127.11 1772976.24 GV6 GATE VALVE 766101.87 1772628.25 GV7 GATE VALVE 766095.65 1772364.53 GV8 GATE VALVE 766081.20 1772367.43 GV9 GATE VALVE 766076.16 1772363.11 GV10 GATE VALVE 766085.51 1772362.40 0 I � 1 - FIRE 6" GATE VALVE c� GV 10"X10' TEE FH4 TEE WITH GV10 GV8 THRUST BLOCK 10" W 10"X10"X10" TEE GVg A 0 1 q (3) 10" GATE VALVES I PCWX= PRIVATE COMBINE WATER SERVICE (AFTER METER) MATCHLINE C512 FOR FUTURE EXISTING 8" o I I 1 BUILDING STUBOUT I I FOR FUTURE � I I BUILDING ) I SEWER ALIGNMENT- BEARING AND DISTANCE CHART I I n ' AS -BUILT AS -BUILT O I FROM TO SIZE PLAN BEARING PLAN DISTANCE BEARING DISTANCE I I II c INSTALL 40 L.F. OF 8" PVC AT 2% SLOPE. CAP WATER CROSSING FIBER IN PLACE INSTALL 15 L.F. OF 8" PVC AT 2% SLOPE. CAP IN PLACE D7 D8 12" S 4019'17.6"E 215.82' D8 D9 12" S 4"24'59.8"E 246.02' D9 D10 12" S 85027'01.9"W 169.37' D10 D11 12" S 85044'40.5"W 192.95' D11 D12 12" S 85045'24.6"W 133.02' 1 END OF SERVICE ELEVATION 935.50 INSTALL 40 L.F. OF 6" PVC AT 2% SLOPE. CAP IN PLACE �� i �ti73i��.�l►C�l �1:3�:7 , 4101111111 E a INSTALL 15 L.F. OF 6" PVC AT 2% SLOPE. CAP IN PLACE 1 END OF SERVICE ELEVATION 935.00 FIRE HYDRANT 45° BEND WITH THRUST BLOCK FH2 1 _ GV5 10"X10"X6" TEE 10 W- 10" W- _ 10"' - 3+Ofi MATCHLINE C512 a I I ro R I I)P I I I - 6" GATE VALVE f. 10"X10"X6" TEE :H1 < < GV1 GV2 GV4 0 < (3) 10" GATE VALVES GV-1 •� d 1 L NORTH nj ' 40' 0 40' 80, GRAPHIC SCALE MECHANICAL/ PLUMBING ENGINEER ALAN GILLOOLY, PE HOUCHARD &DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 435.2687 ,ELECTRIC L ENGINEER RYAN FLEMING, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 266-4277 ARCHITECTURAL CONSULTANT STRUCTURAL CONSULTANT CIVIL CONSULTANT GS&P 1100 Nashville City Center 511 Union Street G S & P Nashville, Tennessee 37219 (615)770-8100 0 0 Q z J Q Q W c.i J 1�1 LU O LU `< U-) 1r1^.q �/ j ^� W W a) 11 (n Revision No. Date Description 1 05/23/17 CITY COMMENTS OF 0 //z o% E- 76131 a` •, 05/23/2017 e \ %�'�•' PF�/ST��• �� //°�'ss /OINALtt\�����. STEPHEN A. BROWN, P.E. OH REG # E-76131 The licensed professional seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this professional, and this professional expressly disclaims any and all responsibility for such plan, drawings or documents not exhibiting this seal. ISSUE DATE: 03/17/17 DRAWN BY: 1. ROBERTS DRAWING NO. REV. C511 This drawing and all designs, details, inventions or developments covered thereby are confidential and the exclusive property of design owner (or its subsidiaries) which reserves all patent or other rights. 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' / 15RADIUS (MIN) PAINT AND PRIMER TO BE SHOP APPLIED. FOR PAVED AREAS �� 2"-3" CLEAN, COARSE / PAINT: SHERWIN WILLIAMS - POLANE SP POLYURETHANE ENAMEL, OR APPROVED / AGGREGATE EQUAL MOUND OVER TRENCH TO PIPE EXTENSION AS / ALLOW FOR SETTLEMENT REQUIRED. PROVIDE SAME PAINT COLOR: VISTA GREEN NO. 80-105 (RGB#: 106,127,96), OR APPROVED EQUAL 1/4 BEND LONG SWEEP (USE SIZE AS CONNECTING PIPE / PRIMER: AS SPECIFIED BY THE MANUFACTURER FINISH GRADE SAME MATERIAL AS PIPE) PRIVATE HYDRANTS SHALL BE WHITE NO. D876967-31-1 OR 80-1 WITH VISTA GREEN TOP AND CAP COMBINATION WYE & BEND OR ALL HYDRANTS WILL COME EQUIPPED WITH A STORZ NOZZLE. LONG BEND (USE SAME MATERIAL AS PIPE) _ MANUFACTURER PRODUCT NO, COMMENTS SUITABLE BACKFILL 7PPIPE z z 02 AMERICAN FLOW CONTROL MARK 73 SERIES "NO DRAIN" ONLY in ' 0.A CLOW CORPORATION EDDY T2641N O En MUELLER CO. SUPER CENTURION 200 UTILITY PIPE KENNEDY K-B1A AMERICAN AVK NO. 2760 FLOWEI GEOTEXTILE FABRIC — FLOW UNDERLAYMENT CRUSHED STONE 2" O.D. 12" EXTEND PIPE PER (MIRAFI HP370 OR EQUAL) Date: 05/01/2014 DETAIL I-C903 STANDARD DRAWING 24"+ Cilyof Dublin FIRE HYDRANT PIPE DIA. ISOMETRIC VIEW 01 ENGINEERING SHEET IOF1 ORAWING NO. WA-01 02 FOR GRASSED AREAS o3 oa C901 FIRE HYDRANT C901 UTILITY TRENCH C901 SERVICE LINE STUBOUT Cso1 CONSTRUCTION ENTRANCE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE SANDBAG //// EARTHEN �p\NPGEF�O`1J PERMEABLE / / STAPLES — BERM PERMEABLE 0 GEOTEXTILE / PLYWOOD GEOTEXTILE FABRIC PAINTED FABRIC WHITE �% n bII WATTLE LAG SCREWS iCONCRETE1 LETTERS ii�NASHOU SECTION B-B EARTHEN SECTION A -A WOOD POST BERM F 12� BERM \�\ O n 0 CONCRETE WASHOUT B / B PERMEABLE — w SIGN (OR EQUIVALENT �GEOTEXTILE m A FABRIC Q NOTES: 0 VARIABLE Q 1. PLACE AN ADEQUATE NUMBER OF WATTLE ROLLS ALONG PAVEMENT TO PROVIDE COMPLETE PROTECTION. ENDS SHOULD OVERLAP ABOUT 12 INCHES. 2. INSPECT PROTECTION DEVICE BEFORE AND AFTER RAIN EVENTS, AND WEEKLY THROUGHOUT THE RAINY SEASON. DURING EXTENDED RAIN NOTES: EVENTS, INSPECT AT LEAST ONCE EVERY 24 HOURS, 0 1. ACTUAL LAYOUT DETERMINED IN THE 3. REMOVE AND PROPERLY DISPOSE OF ACCUMULATED SILT AND DEBRIS TO FIELD. ALLOW FOR PROPER FUNCTION OF DEVICE. SANDBAG 2. SIG NAGE IDENTIFYING THE CONCRETE WASHOUT AREA SHALL BE INSTALLED WITHIN PLAN VIEW 0 O 5FT. OF THE WASHOUT FACILITY. TYPE "ABOVE GRADEI' PLAN VIEW WITH EARTHEN BERMS PERMEABLE III GEOTEXTILE J ABRIC ifFa A VARIABLE POST SIZE, MATERIAL AND SPACING CHART WITHOUT BACKING WITH BACKING MIN. LENGTH = L 58" 58" MIN. HEIGHT = H T-6" 2'-6" MAX. SPACING = S 6-0" 6-0" MATERIAL 2.25N2.25" PINE OR 1.25 LB./FT. STEEL 1.25 LB./FT. STEEL WITHOUT BACKING WITH BACKING TENSILE STRENGTH WARP - 120 WARP - 310 (LBS. MIN.) (1) FILL - 100 FILL - 200 ASTM D-4632 ELONGATION (% MAX.) (ASTM D-4632) 20 --- ADS (APPARENT OPENING SIZE) (MAX. SIEVE SIZE) #30 #70 (ASTM D-4751) FLOW RATE (GAL./MIN./SQ. FT.) 4 18 (GDT-87) (MAX.) ULTRAVIOLET STABILITY (2) (ASTM D-4632 AFTER 300 HOURS WEATHERING IN ACCORDANCE 70 90 WITH ASTM D-4355) BURSTING STRENGTH (PSI MIN.) (ASTM D-3786 DIAPHRAGM 250 400 BURSTING STRENGTH TESTER) MINIMUM FABRIC WIDTH 36 36 INCHES = F+8" (1) MINIMUM ROLL AVERAGE OF FIVE SPECIMENS. (2) PERCENT OF REQUIRED INITIAL MINIMUM STRENGTH. (3) PROVIDE WIRE FABRIC BACKING FOR TYPE C. 05 TYPE "BELOW GRADE" 06 FABRIC (SEE C9o1 CONCRETE WASHOUT C901 FILTER SOCK CHART, ABOVE) NOT TO SCALE NOT TO SCALE (SEE CHART, ABOVE FOR REFERENCE ONLY WIRE SCREEN (0.5" CONCRETE BLOCK MAX. OPENING, TYP.) (16(16=8")) TYP. I H F GRADE A 6" MIN. —�/ M� \— BOTTOM OF TRENCH /\\ T\ T ` ELEVATION POST(SEECHART, ABOVE) \/ H GRADE L (SEE F (SEE CHART, 1-- (SEE CHART, ABOVE) ABOVE) TOOT #3, #357, OR #5 STORM WATER CHART, FLOW COARSE AGGREGATE UP INLET WITH GRATE ABOVE) --- X TO 2" BELOW TOP BLOCK 301, PERSPECTIVE VIEW MIN. WIRE SCREEN OVERFLOW p OVERFLOW PAVED SECTION _ ■ III1 CONDITION NOTES: — 1. USE SILT FENCE WITHOUT BACKING UNLESS OTHERWISE NOTED. :.............:... 2. SILT FENCE SHALL BE INSTALLED USING A MECHANICAL TRENCHING MACHINE. ;:•;:.. 3. FABRIC, IN AREAS WHERE ROCK PROHIBITS PROPER EMBEDMENT, SHALL 8E SECURED BY PLACING CLEAN — — — I _ CRUSHED STONE OR SAND ALONG THE BASE OF THE FENCE, 20 POUNDS OF STONE OR SAND, PER FOOT, MIN. III III TIT- L=I' r=III— —I I —I MT -I I1= 4. FILTER FABRIC SHALL BE FASTENED TO WOODEN POSTS WITH A MINIMUM OF FIVE, 17 GAUGE (3/q' WIDE X 1%z' RUNOFF WATER li STORMWATER rn—III- LONG) WIRE STAPLES. INLET WITH GRATE 5. FILTER FABRIC SHALL BE FASTENED TO STEEL POSTS WITH A MINIMUM OF FIVE WIRES OR PLASTIC ZIP TIES WITH WITH SEDIMENT A MINIMUM OF 50 LBS TENSILE STRENGTH. L FILTERED WATER 6. CONTRACTOR SHALL PERIODICALLY REMOVE ACCUMULATED SEDIMENT WHEN SEDIMENT DEPTH REACHES 12". 07 pg 09 SECTION A -A C901 SEWER MANHOLE C901 NOT USED C901 INLET PROTECTION (C:19:1� SILT FENCE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE A-wjWIPIE 5!� tlA0 DMWI»B APoAIF➢ CPIDE :: s- minE Nw aF ASWMDu: coves ro , w aF PREusr sEVWN EpWLr weNc VIP16 IeNS ]B EM% NIIIY OME M NJ VPIXX ARS EBP r0 a DNSmMPPn ' Ir. ],• . r It. �..I u L 6 R- CONI B' Yw. Fl?ISEIIFN# (M,) (IK. SFF NOTE #) s NN. b• Du. r uw. ED DONS IN YLLIIPIES GF STEP SPMXC I � M BEWIHYWfS I6- NV. _] MIT .NM. r NI r AN NM. WIN . A .• cu}s x- B SECTION B—B cuss SECTION A —A 1. 1.w AND CDNNM7x NII . K PER ..OB. 2. PREfASf MANI SN,VL BE N ,LC WCE 1MN /SIN C-I18. 1. PRECISE Ne S NAW A Nw TNICNNIM C£ 5- AND BE SUFi1LY y ,uINNyN Pwf GO. REINFORCED N PFNNR STEPPING WD WNWK WRNOVT O E. WJ1l Ng ID, (INCHES) S,PNJII PIPE NWR 4VRE {, FlNSN WNXOIE CN4INEL MCMMNC ttl SIINDMD DMMNC M-S117. (INCxES) (IMNES) 5. SEF 11BIF FCR WNIKKE NM MNM. B. YNNIXLB Eus e< 2r aN InwmAlla R CflllslEO IN, uNE.. 6• NIN, o {z ]z TiXCNIL4. )z 2. OXLY yNFN» NVlY.Y3S w INPERNWS PRP/5 BMW. PEGNI¢ A ONICRflE CttVA. - M StV�dl � FRN6EI tiN��Y/l"A'�MM6 lCG,m »m«» FIXMOB ARVS _ 5O CITY OF COLUMBUS, OHIO y7„D ovAaxc DEPARTMENT OF PUBLIC UTLIPES AA-5102 DIVISION OF SEWERAGE & DRAINAGE TYPE "C" MANHOLE RENSFD ,3/e/,] ® NVNLEP PILE PROJECT ADDRESS: 6665 CROSBY COURT DUBLIN, OH. 43016 MECHANICAU PLUMBING ENGINEER ALAN GILLOOLY, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 435.2687 ELECTRICAL ENGINEER RYAN FLEMING, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 266-4277 ARCHITECTURAL CONSULTANT STRUCTURAL CONSULTANT CIVIL CONSULTANT L� ♦♦ GS&P 1100 Nashville City Center �� 511 Union Street G S & P Nashville, Tennessee 37219 (615)770-8100 CD I M T� i O Z MJ W O v • W 0 W V W co N H ) v P a) a L cn Revision No. Date Description 1 5/23/17 CITY COMMENTS \V�ytt1111111111 /7 OF l 0y/,,���i/ E-76131 ° W` 5/23/2017 �'�°°•FG/STD ���� z'''%,,,BONA L \o`°\• t \ STEPHEN A. BROWN, P.E. OH REG # E-76131 The licensed professional seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this professional, and this professional expressly disclaims any and all responsibility for such plan, drawings or documents not exhibiting this seal. ISSUE DATE: 03/17/17 DRAWN BY: J. ROBERTS DRAWING NO. REV. C901 This drawing and all designs, details, inventions or developments covered thereby are confidential and the exclusive property of design owner (or its subsidiaries) which reserves all patent or other rights. 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'3ZIS llnaNO0 01HI03dS NIW HOd S11V13a H381d 33S 30VH0 HSINId a0 1N3W3AVd 11nON00 a39Id llld H1HV3 0310VdYY03 30Va0 HSINIJ a01N3W3AVd 11nONOO 1VO1a10313 :NU OF LINE FUH FU I LIKE I It IN OF ROOF LEADER DURING BUILDING CONSTRUCTION FUTURE CURB LINE FUTURE CURB LINE r CAP END OF LINE FOR FUTURE TIE 1 IN OF ROOF LEADER DURING BULDING CONSTRUCTION 20 LF OF 12" PVC SLOPED 1%TO STRUCTURE PROPOSED AREA INLET PROPOSED STORM WATER PIPE 20 LF OF 12" PVC SLOPED I% TO STRUCTURE 11' FUTURE CURB LINE TEE WITH UNDERDRAIN STUBOUT12" PVC. IT EXTEND TO GRADE AND CAP 1 UNDERDRAIN STUBOUT 1A UNDERDRAIN CONNECTION TO AREA INLET WITH ONE ROOFLEADER PROPOSED STORM WATER PIPE 20 LF OF 12" PVC SLOPED I% TO STRUCTURE PROPOSED -1 AREA INLET PROPOSED STORM WATER PIPE 1 UNDERDRAIN STUBOUT 1 1 PROPOSED STORM WATER PIPE FUTURE 11 LF OF 12" PVC ` TEE WITH UNDERDRAIN CURB LINE SLOPED 1%TO 9 STUBOUTI2" PVC. EXTEND STRUCTURE TO GRADE AND CAP CAP END OF LINE FOR FUTURE TIE IN OF ROOF LEADER DURING BUILDING CONSTRUCTION 1 B UNDERDRAIN CONNECTION TO AREA INLET WITH ROOFLEADERS FUTURE POSSIBLE _I CURB LINE STORM WATER PIPE ( PROPOSED DEPENDING ON AREA STRUCTURE INLET FUTURE CURB LINE ELBOW 13' 13' -- ELBOW WITH WITH UNDERDRAIN UNDERDRAIN STUBOUT 12" STUBOUT 11 LF OF 12" PVC 11 LF OF 12" PVC PVC.EXTEND 12" PVC. SLOPED 1 % TO SLOPED 1% TO TO GRADE AND EXTEND STRUCTURE STRUCTURE CAP TO GRADE AND CAP / FUTURE CURB LINE PROPOSED STORM WATER PIPE 13, 11 LF OF 12" PVC SLOPED 1%TO STRUCTURE / FUTURE CURB LINE PROPOSED ELBOW WITH STORM UNDERDRAIN 1 WATER STUBOUTI2" PROPOSED PVC. EXTEND TO STORM PIPE GRADE AND CAP I } I WATER PIPE UNDERDRAIN CONNECTION TO AREA INLET WITHOUT POSSIBLE 1C ROOFLEADERS STORM WATER PIPE 1. CLEANOUT TO BE INSTALLED WITH FUTURE CURB LINE. DEPENDING ON 2. CLEANOUT TO BE REPLACED DURING FUTURE CONSTRUCTION AT STRUCTURE SUB -GRADE ELEVATION TO ALLOW CONNECTION FOR UNDER DRAINS. 3. SEE STORMWATER PROFILE FOR INVERT ELEVATIONS 4. PROVIDE FINER DRAINS PER CITY OF COLUMBUS DETAIL IN ADDITION 1p UNDERDRAIN CONNECTION TO AREA INLET AT T-JUNCTION I CORNER 1 TO ALL CONNECTIONS SHOWN ON THIS DETAIL C9o3 UNDERDRAIN CONNECTIONS TO AREA INLETS NOT TO SCALE r ]r--� r B F,tlYE A'L W,Oi r PW A"-B1a OR Al'-B I 1 - A I�oII�o� l�.� A . A ooloo � � • 1 11 1\ I / // 1/ _ zr •.F. / / L� 13 L� B SECTION C-C GRATE -PLAN VIEW /�• ZJ•� 1/4• FRWF MO PATN4 ✓1 �� A HRM-ST1�91♦, r e 9. . Ab YRPRUE r MNL I I v I YAx I PI11Y4/E -� A NOMMGMUE B CONSTRUCTION Na•L]: SECTION A -A SECTION B-B "",.. ur-w-PURE Lans M♦WL NAPE A xawHu THnRIEa x R A nerwsr LASE e: rt swu S PIAcm CF G. MVO wN. MNNNESS OF V. PPEfI51 VNIIS BWLL BE IN E(p DypN BD . THE np a CNI BE AAL41m To AgAK A 'GAAEG ...1]. G. W.RE A 11. wit mE RMSE MENDRON sPETsm N PLANS OR TD NJmI raRME nfIPPIF55 DE r.0 9VLL BE ,UHGKTT S F`FlGEMLY lD ryyH,ME PERMIT CS'P.G AR, wxouxG wnHovr GANA c a. 1BalY1_RE®t YBRIYY DEPM of .w-s1w. swlL s nc E. fGNl cAsr-M-PUGE caxc' S TO SE GLASS t•. PRECLEr CgIC. 9W1 YEFT IEAIIIFLFNIE Cf 06 )C61] .Wl BE YVEGD WWIlxa0.FDJ OF M GMET A£ M1UB 4'. wTM urd xOF CITY COLUMBUS, 10 Sf.WBMM DR(YeEG DEPARTMENT of Pueuc ununes STANDARD CATCH BASIN AA_5133A DIVSION OF SEWERAGE &DRAINAGE (21" DIAMETER AND SMALLER PIPE)D14 P� , sss MANAGER NOTE: SEE 01/C903 DETAIL FOR ROOF LEADER AND UNDER DRAIN CONNECTIONS AREA INLET NOT TO SCALE r� B �� FNMIE AND mMnxO Nrxt MOM Ly, a AA s1i11 A All A A II III •-.� II I o o I III III WORD, o Fo I I I GGE tl 0 o I( I I II oor eucM �o a _= J G .c..':. °. Cot oc. B �xioLa4MDir YxEWIE BC _r SECTION C w w+M M1 yTDy A A♦-S1s1n A x '1N6 e- ,W -'G,BGRA C C CWARDS I WRDUu.Y .. -lrl ,YIL DI,, 11 ti I Ful 11E ' YW A A SECTION B-B SECTION A -A was '. BRUI cm-M-PALE UNDS N WE A MONNAL TICKNESS HW. D G, AN-sm e' .Da uPt mmlwm o< e•. MYcuT uxlrs svr'N eE ES NULL eE >e. Gumrc O,M (o G.1 oP DIE amn MIX 51Y EW31 IWT MIC"® PNE PLUS o. I. No EG M e• Coo . wEYmxm PREGAR TT PS SHALL, vNWE a. BTFEB. STEPS BHNL EE PRaeGm x"LTAN GLPnI All xaourc wnxwr GAM♦¢ PRFUBT TOPS SHALL wwE u . • nllrxxEss. Moms eAND swu wEr. wsarzlwEms v n. EEC r/s- M o TO BE aLss T. wmTx wN. PwE sME ET REDO PNo BE Coro s. MET REGONER10vrs DF uls TD],] e. Mi.,. o..w "r HALL RENT GR ] sm 1 AIO BE W94D MM U1CX B19N NUBFN. Lt51-I SHALL BEPRF1NfORCm MM ♦ RF! i ON ♦ exa ax 1r canes... 2' ]. PMTAn ^'•�. IF A PRFL3F BASE 6 16Lo R SMYL BE IENfLCxTK SFWL W.YE 2'LL&RN:f£ arB RDxmRCEuvrt PUcm Gan EraVRx m rxa Tic 1P r oN s ADeaTm FROM NsaE wit rNCE =M ro mE M7E MXTWD V%M5M N NAME aR TO MD'N WLnw TNnImE GRAvrGE T. ; TaP IraRDRv1G Ire ] ssn e 91MLL M WI r OdIR9. 4F 11EI1f. CITY OF COLUMBUS. HIO DEPARTMENT OF PUBLIC UnLITIES SUN RRMRC DIVISION OF SEWERAGE k DRAINAGE STANDARD CATCH BASIN AA-51338 (24" TO 42" PIPE) Rw6FD antl. PAID, sBEs uwcm - FUTURE CURB LINE 2 C903 3 C903 PIPE 11.25' 22.5' 45' SIZE L H" Vol. Vol. Vol. 3" 12 18 12 1.5[13 25 16 3.018 30 19 5.9 4N" 12 24 16 2.6 30 18 50 22 36 24 11.0 6" 12 48 18 6.0 43 36 13.4 30 55 24 22.9 $s" 12 83 T4 f0,5 57 20.2 36 57 33 39.2 12"" 20 54 38 22.8 62 37 49.0 48 82 51 87.9 16"" 31 65 38 44.3 60 65 39 88.1 85 65 65 159.2 PER GEMS ITEM 801 UNLESS OTHERWISE PER PUN W BOLTS SHALL BE WRAPPED PRIOR TO PLACEMENT CLASS "C" CONCRETE STEP BACKER IF j., NECESSARY TO OBTAIN�i HORIZONTAL BEARING SECTION A -A CITY OF COLUMBUS STANDARD DETAIL DEPARTMENT OF PUBLIC UTILITIES DIVISION OF WATER BACKING FOR VERTICAL BENDS L-6310 APPROVE IT `S'74 (OVER BENDS ONLY) R BRANCH U 3" 4` 6" 8" 12' 18" 20" 24" N L" D" Vc.i L" D" Ve.f L" O" Ve.i L" D" Ve.f L" D" Vc.i L" D" Vc.f L" D" Ve.! L' D" Vo.f 3" 12 5 0.3 4'106 0.5 11 B 0.B 8" 9 7 0.5 11 8 0.8 18E241.9 0.5 ID 9 0.7 18 23 16 3.5 12"8120.6 8/20.818 23183.538228.7 16" 14 20 18 3.3 38 23 8.7 {9 30 13.6 20" 11 18 20 3.3 3524 8.7 46 32 13.6 60 38 26.5 24 9 15 24 3.3 3028 8.7 42 38 14.0 5{ 42 28.3 88 48 45.4 STEEL WILL BE USED AS REQUIRED BY THE ENGINEER PIPE DIA. + 2' 4' L"Ar:]j_ " CLA58 "C" CONCRETE NOTES: I. BACKER DESIGNED FOR A A 3000 PSF SOIL BEARING. 2. CONCRErE TO BE PLACED AGAINST UNDISTURBED EARTH. S. PROVIDE CLEARANCE FOR PLAN VIEW REMOVAL OF BOLTS. CITY OF COLUMBUS STANDARD DETAIL DEPARTMENT OF PUBLIC UTILITIES DIVISION OF WATER BACKING FOR TEES L-6312 APP LIVED' ,jyf/-/3 IAUMI PU R T NOT USED NOT TO SCALE SECTION A -A SEE DEGREE OF BEND OF 11.25' 22.50' 4W SO' (HORZ. ONLY) PME L" D" Va.l. L" D` I Vc.f. L" 0" Va.}. - L" G" Vc./. 3" 4 3 0.1 6 4 0.2 10 4 0.3 10 4 0.3 4" 5 4 0.2 9 5 0.4 14 5 0.6 14 5 0.6 6" 8 6 0.5 12 7 0.7 20 8 1.4 18 9 1.7 8" 9 8 0.7 16 9 1.4 24 12 2.7 25 11 4.0 12" 14 12 1.8 24 14 3.6 36 18 6.8 32 18 10.7 16" 18 16 3.4 32 18 6.7 36 32 113.4 41 26 25.6 STEEL WBL BE USED AS REOUWED BY EN0IEER 90" BENDS I. NOTES: BACKER DESIGNED FOR DOOD PSP SOIL BEARING. 4" MAX. 2. R. CONCRETE TO BE PLACED AGAINST UNRISTURBED EARTH. ALL NEW PIPE 20" a LARGER SHALL BE RESTRAINED JOINT PER CC11S ITEM S01 UNLESS OTHERWISE INDICATED PER PUN OR AS DWECTEO BY THE ENGINEER, 4. EXISTINO WATER LINES 20` AND GREATER MUST HAVE PRIOR D. APPROVAL FROM DOW TO LOWER UNDER A PROPOSED UTILITY. APPROVAL WILL ONLY BE GIVEN UNDER SPECUL GRCUNAUANCES AND CONTINGENT UPON THE CONTRACTOR sUBMIIIING A DESIGNED DRAWING, STAMPED BY A PROFESSIONAL EHGMUR, 1 RETAILING HOW THE LOWERED WATER WIN WILL BE RESTRAINED TO THE EXISTING WATER MAIN. a. PROVIDE CLEARANCE FOR REMOVAL OF SOLR THRUST BLOCK NOT TO SCALE 4 C903 A d CLASS "C" i\ � CONCRETE SECTION A -A CITY OF COLUMBUS STANDARD DETAIL, DEPARTMENT OF PUBLIC UTILITIES DIVISION OF WATER BACKING FOR BENDS L-6311 APP OVE ' S-/ydi HORIZONTAL AND VERTICAL SAG NOT USED NOT TO SCALE PROJECT ADDRESS: 6665 CROSBY COURT DUBLIN, OH. 43016 MECHANICAU PLUMBING ENGINEER it ALAN GILLOOLY, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD , QUBLIN, OH. 43016 PHONE: (206) 435.2687 ELECTRICAL ENGINEER RYAN FLEMING, PE HOUCHARD & DUBLIN-PLAIN CITY ROAD DUBLIN, OH. 43016 PHONE: (206) 266-4277 ARCHITECTURAL CONSULTANT STRUCTURAL CONSULTANT CIVIL CONSULTANT [+ GSBLP 1100 Nashville City Center • 511 Union Street Nashville, Tennessee 37219 G S & P (615)770-8100 /��/ cc r M 0 en Z Meet W Qv CMS J W 0 W V W W � aL N H (L 1) Revision No. Date Description 0F _= B - E- 76131 �` • �03l17/20170 n . FG/ST�,� ' 0/1NALtal������ STEPHEN A. BROWN, P.E. OH REG # E-76131 The licensed professional seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be Considered prepared by this professional, and this professional expressly disclaims any and all responsibility for such plan, drawings or documents not exhibiting this seal. ISSUE DATE: 03/17/17 DRAWN BY: J. ROBERTS DRAWING NO. REV. C903 This drawing and all designs, details, inventions or developments covered thereby are confidential and the exclusive property of design owner (or its subsidiaries) which reserves all patent or other rights. Copying, reproduction or duplication, in whole or in pan, is forbidden unless expressly authorized by design owner. 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