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HomeMy WebLinkAbout06090037 Primary Plat Rcv. 9/22/2006 DOCS with markup notes in redW D 19 Z SOILS MAP Br-- Brookston silty clay loam This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and is in depressions and narrow drainageways on uplands. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses and hardwoods. The surface layer is silty clay loam and has moderate or high organic matter content (2.0 to 5.0 percent). Permeability is moderately slow (0.2 to 0.6 in /hr) in the most restrictive layer above 60 inches. Available water capacity iq moderate (8.8 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 5.0 to 6.0. T.-,is soil is hydric. Wetness is a management concern for crop production. This soil responds well to tile drainage." CrA -- Crosby silt loom, 0 to 3 percent slopes This somewhat poorly drained soil has a seasonal high watertable at 0.5 to 2.0 ft. and is on rises on uplands. Slopes are 0 t^ 3 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low or moderate organic matter content (1.0 to 3.0 percent). Permeability is very slow (< 0.06 in /hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.6 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 4.5 to 5.5. Droughtiness and wetness are management concerns for r_roo produff-n. This soil responds well to tile drainage." MmB2- -Miami silt loam, 2 to 6 percent slopes, eroded This moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is on rises on uplands. Slopes are 2 to 6 percent. The native vegetation is hardwoods. The surface layer is silt loam and has -i :derately low organic matter content (1.0 to 2.0 percent). Permeability is very slow (< 0.06 in /hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 4.5 to 5.5. Dr- ughtiness and water erosion are management concerns for crop production." Sh-- Shoals silt loam This somewhat poorly drained soil has a seasonal high watertable at 0.5 to 2.0 ft. and is on flood plains. ':lopes are 0 to 2 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderate organic matter content (2.0 to 4.0 percent). Permeability is moderate (0.6 to 2 in /hr) in the most restrictive layer nhove 60 inches. Available water capacity is high (11.8 inches in the upper 6" inches). The pH of the surface layer in non -limeu areas is 5.6 to 6.5. Wetness and flooding hazard are management concerns for crop production. This soil responds well to tile drainage." C ITC LOCATION MAP NORTH NOT TO SCALE LEGAL DESCRIPTION A PART OF THE SOUTHWEST QUARTER OF SECTION 27, TOWNSHIP 18 NORTH, RANGE 3 EAST, DESCRIBPn AS FOLLOWS: BEGINNING AT A STONE ON THE WEST LINE OF SAID SECTIO1`1 ")50.48 FFrT SOUTH OF THE NORTHWES 1 CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 27, RUNNING THENCE EAST 1275.13 FEET TO A STONE ON THE CENTER LINE OF PUBLIC HIGHWAY; THENGE SOUTHEASTERLY ON THE CENTER LINE OF SAID PUBLIC HIGHWAY 340.26 FEET TO AN IRON PIN IN THE ROAD; THENCE WEST 1280.23 FEET TO A POINT IN rHE WL LINE OF SAID SECTION, THENCE NORTH ON SAID WEST LINE 340.26 FEET TO THE Pi ;.I✓E OF BEGINNING, CONTAINING TEN (10) ACRES MORE OR LESS. SUBJECT TO EASEMENTS, RIGHTS -OF -WAY AND RESTRICTIONS OF RECORD AND POSSIBLE EASEMENT FOR DRAINAGE DITCHES AND - DRAINS. PRELIMINARY PLAT NOTES - PROPERTY LIES IN FLOOD ZONE -X - ALL STORM PIPES ARE 12" RCP- LOCATION HAS NOT BEEN VERIFIED. - ALL SANITARY PIPES ARE 8" PVC- LOCATION HAS NOT BEEN VERIFIED. - ALL WATER LINES ARE 6" DUCTILE IRON- LOCATION HAS NOT BEEN VERIFIED. - BUILDING SET BACK INFORMATION 35' FRONT 10' SIDE 10' REAR 1. SEF "F-ET "C10.0" FOR SITE DETAILS. 2. SEE SHEET "C9.0" FOR SITE SPECIFICATIONS. 3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO CITY STANDARDS AND REQUIREMENTS. 4. ALL DIMEN' , -)NS ARE TO THE FACE OF CURB. 5. ALL EXISTING PAVEMENT SHALL BE SAWCUT TO A CLEAN Er'nE WHERE NEW PAVEMENT (FOR A WIDENING OR FOR AUXILIARY LANE) IS TO BE INSTALLED ADJACENT TO EXISTING PAVEMENT. 6. 1.5 INCHES HMA #11 SURFACE ON 2 INCHES HMA #8 FINDER ON 3 INCHES HMA #5D RASE ON 7 INCHES #53 STONE ON 4 INCHES #7 STONE OR MATCH EXISTIN(. WHICHLVER IS GRATER. 7. 1" MILLING WILL 1 5 INCHES H.A.C. #11 RESURFACING ' THE ENTIRE WIDTH OF THE EXISTING ROADWAY ACROSS THE PROPERTY FRONTAGE OR TO THE LIMITS OF THE AUXILIARY LANES, WHICHEVER IS GREATER. NOTE TOPO PROVIDED BY HAMILTON COUNTY GIS. STREET LENGTH TABLE A„ EXISTING LEGEND AND ABBREVIATIONS = LENGTH NO NAME STREET 811.97 FT. (317) 344 -7328 CLAY CENTER ROAD 338.75 FT. X0� PRELIMINARY PLAT LEGEND HOLEY MOLEY SAYS . X41 +* "DIG SAFELY" ZONING DESIGNATION: S -1 / RESIPr -NCE DISTRICT NEW CONCRETE 10.0f ACRES FLOOn "'LAN: ZON{ ,, MAP #18057CO206F - FEB. 9, 2002 El�- R/W PAVEMENT 0 ELECTRIC D. & U.E. = DRAINAGE AND UTILITY EASEMENT T D.0 & S.E. = DRAINAGE UTILITY & SANITARY SEWER EASEMENT �J R = RADIUS W WATER L = ARC LENGTH GUY ANCHOR SAN SANITARY SEWER PROPOSED SANITARY MANHOLE TELEPHONE MANHOLE STM PROPOSED STORM MANHOLE / INLET "IT'S THE LAW" TELEPHONE RISER CS CALL 2 WORKING DAYS BEFORE YOU DIG lv��----�� wp PROPOSED WATER HYDRANT 1 -800 -382 -5544 X PROPOSED CALL TOLL FREE 0/H SIGNAGE - - - - - - - UNDERDRAIN CONCRETE BUMPER • 8- DECIDUOUS TREE PER INDIANA STATE LAW IC8 -1 -26. SUBDIVISION NAME: ��--- UNIDENTIFIED IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND QS SANITARY MANHOLE LOCATION SERVICE TWO (2) WORKING DAYS OWNER /SUBDIVIDER: r AWNING INVESTMENTS LLC BEFORE COMMENCING WORK. •r_'� 6100 W. 96th STREET, SUITE 250 INDIANAPOLIS, INDIANA 46278 (317) 344 -7328 REGISTERED SURVEYOR: MIKE DEBOY X0� 501 SOUTH 9TH ST., SUITE 100 NOBLESVILLE, INDIANA 46060 X41 +* (317) - 770 -1801 ZONING DESIGNATION: S -1 / RESIPr -NCE DISTRICT TOTAL AREA: 10.0f ACRES FLOOn "'LAN: ZON{ ,, MAP #18057CO206F - FEB. 9, 2002 •r_'� SPOT ELEVATION ® PAY TELEPHONE X0� X41 +* SPOT ELEVATION (TOP OF CURB) FO FIBER OPTICS 831 CONTOUR G GAS El�- AREA LIGHT 1 E ELECTRIC D=-O AREA LIGHT 2 T TELEPHONE UTILITY POLE W WATER F-- GUY ANCHOR SAN SANITARY SEWER TELEPHONE MANHOLE STM STORM SEWER 01 TELEPHONE RISER CS COMBINED SEWER 0 wv TRANSFORMER U/G UNDERGROUND WATER VALVE 0/H OVERHEAD FIRE HYDRANT ® CONCRETE BUMPER • 8- DECIDUOUS TREE DRAINAGE MANHOLE EVERGREEN TREE QS SANITARY MANHOLE BUSH CURB INLET X FENCE ® ROUND INLET (24" TYPICAL) SIGN ® SQUARE INLET (24" TYPICAL) O TRAFFIC SIGNAL POLE e CLEAN OUT ® TRAFFIC SIGNAL MANHOLE • PIPE BOLLARD DOOR QL FLAG POLE ■���■ CONSTRUCTION LIMIT LINE SAN SANITARY M.H. MANHOLE STM STORM EX. EXISTING DS DOWN SPOUT T. C. TOP OF CASTING ELEVATION CO CLEAN OUT GUTTER GUTTER /FLOWLINE ELEVATION CONC. CONCRETE PVC POLYVINYL CHLORIDE PIPE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE TYP TYPICAL DIP DUCTILE IRON PIPE C. HANDICAP SITE DATA TABLE SITE ZONING S -1 PROJECT AREA 10.0t ACRES - - - -- - } m W Q a. W a. W CL N b V W CZraa°o d � O j soft 0�� W 0 DO w LU y= ai y O h 0 f O� 01 O DATE DESCRIPTION H F U) W dor (D Z Z 0 0� Cn /rum �I /� j ora�, vlLr 11U viii '--� 0 Q O W Z W U Q U 0 LO (.0 N F Q J d Q • CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2005 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: 1" = 50' DATE:09 -18 -06 PROJECT NO.: 2006 -0120 C201 OF 10 PROJECT: F: \2006 \2006 -0120 - 12650 Clay Center Rd Subdivision - Browning Investments \ENGINEERING \DRAWINGS DWG: C2.1 PRIMAR`! PLAT.dwg PLOTTED BY: CLAUDE L. HATFIELD DATE: Friday,, � ; tuber 22, 2006 3: 41: 02 PM