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HomeMy WebLinkAboutC500-Utility PlansU. P . U. P . U. P . U. P . U. P . U. P . U. P . 84 0 84 1 84 2 838 LOT 4 10 ' D . & U . E . 10 ' D . & U . E . 10 ' D . & U . E . 25' D.&U.E. 30 ' T . P . E . 50' T.P.E. 10 ' T . P . E . 851 84 6 850 849 848 847 84 5 84 4847 846 845 844 843 84 6 84 5 844 842 35 ' B . L . 35 ' B . L . 25' B.L. 60 ' I . E . E . & D . E . & U . E . 12 0 ' 6" SDR-26 PVC SANITARY SERVICE (OUT OF MANHOLE) 6" SDR-26 PVC SANITARY SERVICE (TO BE SERVED FROM EX. 8" TRICO MAIN TO THE EAST, ALONG RALSTON AVENUE IN DONNYBROOK ADDITION) 15' Electrical & Telecomm. Easement Instr. No. 2019025955 & Instr. No. 2019031338 -2 . 0 0 % -2 . 0 0 % -3 . 4 2 % 10' T.P.E. VAR. WATER QUALITY PRESERVATION EASEMENT LOT 3 Lot 5Lot 4 Lot 6 Lot 7 DONNYBROOK ADDITION Plat Book 2, Pages 233-234 DONNYBROOK ADDITION Plat Book 2, Pages 233-234 Lo t 1 9 Lo t 2 0 Lo t 2 1 Lo t 2 2 DO N N Y B R O O K W O O D S Pl a t B o o k 2 , P a g e s 2 3 3 - 2 3 4 MONON FARMS CONDOMINIUMS Plat Cabinet 3, Slide 651 Inst. No. 200500039345 20' 10' T.P.E. 843 843 844 845 839 840 841 842 843 844 845 838 839 837838839840841842843844 5. 5 8 % 4.97% 10 ' D . & U . E . 10 ' D . & U . E . 50' T.P.E. (Private) DRIVE DA T E MA R K RE V I S I O N S BY S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY: TH I S D R A W I N G I S N O T I N T E N D E D T O B E RE P R E S E N T E D A S A R E T R A C E M E N T O R OR I G I N A L B O U N D A R Y S U R V E Y , A R O U T E S U R V E Y O R A S U R V E Y O R LO C A T I O N R E P O R T . CE R T I F I E D : S T O E P P E L W E R T H A L W A Y S O N 79 6 5 E a s t 1 0 6 t h S t r e e t , F i s h e r s , I N 4 6 0 3 8 - 2 5 0 5 ph o n e : 3 1 7 . 8 4 9 . 5 9 3 5 f a x : 3 1 7 . 8 4 9 . 5 9 4 2 UT I L I T Y P L A N S C501 111895GBC PDR BKR CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A Fi l e N a m e : S: \ 1 1 1 8 9 5 G B C \ D W G \ C 5 0 0 - U t i l i t y P l a n s . d w g - C5 0 1 Mo d i f i e d / B y : Ju n e 2 6 , 2 0 2 5 9 : 3 3 : 2 5 A M / pr i c h a r d s Pl o t t e d / B y : Ju n e 2 6 , 2 0 2 5 1 1 : 2 5 : 1 6 A M / Pa u l R i c h a r d s 06 / 2 6 / 2 5 SW I N L E Y F O R E S T 12 2 5 E A S T 1 1 6 t h S T R E E T MA T C H L I N E " A " - S E E S H E E T C 5 0 0 MA T C H L I N E " A " - S E E S H E E T C 5 0 0 GRAPHIC SCALE 0' ( IN FEET ) 30'15'30' 1" = 30' BENCHMARK DATA ORIGINATING BENCHMARK: BENCHMARK ELEVATIONS FOR THIS PROJECT WERE DERIVED USING THE NATIONAL GEODETIC SURVEY ONLINE POSITIONING USER SERVICE (O.P.U.S) AND ARE REFERENCED TO THE NAVD '88 DATUM. SITE TBMs: TBM #1: A CUT SQUARE ON TOP OF THE CONCRETE CURB ON THE SOUTH SIDE OF 116th STREET, IMMEDIATELY EAST OF THE ENTRANCE TO THE GRAVEL DRIVE ON THE WEST SIDE OF THE SITE. EL: 832.38 (NAVD 88) TBM #2: A CUT "X" ON TOP OF THE CONCRETE TOP OF THE BRICK HEADWALL OVER CARMEL CREEK, AT THE NORTHWEST CORNER OF THE WALL. EL: 830.09 (NAVD 88) LEGEND EXISTING FEATURES ELECTRIC LINE, UNDERGROUND FIBER OPTIC LINE GAS MAIN ELECTRIC LINE, OVERHEAD TELEPHONE LINE WATER MAIN SEWER, SANITARY SEWER, STORM CONTOUR FLOODWAY FRINGE (PRE-PUBLISHED FLOOD LINE) WATER, HYDRANT WATER, VALVE PROPOSED FEATURES WATER MAIN w/ HYDRANT SEWER, STORM CONTOUR WATER FLOWLINE 6" SUB-SURFACE DRAIN (UNDER SWALE) DENOTES CONSTRUCTION LIMITS NOTES 1.THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AND INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE ARE NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. 3.NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 4.MIN. SLOPES PER THE TEN STATE STANDARDS SHALL PREVAIL IN ALL CASES. 5.THE EXTERIORS OF ALL MANHOLES NEED TO BE COATED PER CLAY TOWNSHIP REGIONAL WASTE STANDARDS. 6.THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS. 7.INSTALL A TRACER WIRE WITH ALL SERVICE CONNECTIONS. 8.FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1'-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 3.0 FEET. 9.CONNECTIONS TO EXISTING SANITARY SEWER SHALL BE PROPERLY SEALED, CORED-DRILLED INSTALLATIONS. 10.ALL FINAL STRUCTURE GRADES ARE TO BE WITHIN PLUS OR MINUS ONE TENTH (O.1') OF A FOOT OF DESIGN GRADE, AND ARE TO BE ESTABLISHED UTILIZING 1-4" RISER RING, NO MORE NO LESS, ON EACH STRUCTURE. CONTRACTOR TO VERIFY LOCATION & DEPTH OF EXISTING SANITARY LATERAL. CONTACT TRICO (RYAN HARTMAN 317-844-9200 EXT 203) PRIOR TO CONSTRUCTION. CONTRACTOR TO CORE INTO EXISTING SANITARY SEWER MANHOLE. CONTACT TRICO (RYAN HARTMAN 317-844-9200 EXT 203) PRIOR TO CONSTRUCTION.