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HomeMy WebLinkAbout07070055-57 Primary Plat TAC Submittal Rcv. 1/31/2008 DOCSCA I &#I=1 -7: lY�1��J CM jrb V, NEW CONCRETE �% R/W PAVEMENT D. & U.E. = DRAINAGE AND UTILITY EASEMENT D.0 & S.E. = DRAINAGE UTILITY & SANITARY SEWER EASEMENT R = RADIUS �124p, L = ARC LENGTH V Q Z!W1��1i!E lINn_7 E3 PROPOSED STORM MANHOLE / INLET em § iilow Ali . . � ,.. = I I�yr- _ SOILS SAP 1 Br-- Brookston silty clay loam i This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and is in depressions and narrow I ! 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). j Permeability is moderately slow (0.2 to 0.6 in /hr) in the most restrictive layer above 60 inches. Available water capacity is 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. This soil is I hydric. Wetness is a management concern for crop production. This soil responds well to tile drainage." CrA--Crosby silt loam 0 to 3 percent slopes j 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 to 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 64 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 crop production. This soil responds well to the drainage." MmB2- -Miami silt loam, 2 to 6 percent slopes, eroded jThis 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 moderately 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 j 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. I Droughtiness and water erosion are management concerns for crop production." I i 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. Slopes 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 above 60 inches. Available water capacity is high (11.8 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 5.6 to 6.5. Wetness and the flooding hazard are management concerns for crop production. This soil responds well to tile drainage." I I 3 BRENWICK TND I ' COMMUNITIES LLC. 1 I �j BRENWICK TND „ COMMUNITIES LLC. l amiaxnr�»evcsn } `m I �: j 3 S 3 LIMITS OF CONSTRUCTION .... i l z, I - , ,.. 1 f f f V , .. . .t••...•,_r --.fit - Truer., � 2 . . C'C'V ��,1 T AT AY1�1� ♦ Fr JJ• TI L` I i 1 i 1 f 1. -.TREE PRESERVATION' VAT10N AREA- /. I - 1 f r 1 , / i. 1 ! 1 } l 1 a •, ./r. 7 1 a 1 }jgF _ r, I STEPHEN K & JENNIFER R. J :.:'::..: fi 1 J.. CHURCHILL CD atal x-'J aa••yy V its, 2i7t' (C) Q Q Pte` r LOT. 1 AREA: 1.53 ACRES -: AREA 66506.36 S.F. c L _ Z CLARIDGE FARM HOMEOWNERS ASSOC. U LIMITS OF 20' D.& E. EASEMENT LEGAL DESCRIPTION A PART OF THE SOUTHWEST QUARTER OF SECTION 27, TOWNSHIP 18 NORTH, RANGE 3 EAST, DESCRIBED AS FOLLOWS: BEGINNING AT A STONE ON THE WEST LINE OF SAID SECTION 1950.48 FEET SOUTH OF THE NORTHWEST 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; THENCE 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 THE WEST LINE OF SAID SECTION, THENCE NORTH ON SAID WEST LINE 340.26 FEET TO THE PLACE 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 TILE DRAINS. /EX- STR -500 EX - SANITARY MANHOLE JAMES G. & ANNETTA STA =1 +78 E. KOTSANOS P9,11,44,RY PLA SCALE: 1 " = 30' 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. SEE SHEET "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 DIMENSIONS ARE TO THE FACE OF CURB. 5. ALL EXISTING PAVEMENT SHALL BE SAWCUT TO A CLEAN EGDE 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 BINDER ON 3 INCHES HMA #5D BASE ON 7 INCHES #53 STONE ON 4 INCHES #2 STONE OR MATCH EXISTING, WHICHEVER IS GRATER. 7. 1" MILLING WILL 1.5 INCHES H.A.C. #11 RESURFACING FOR THE ENTIRE WIDTH OF THE EXISTING ROADWAY ACROSS THE PROPERTY FRONTAGE OR TO THE LIMITS OF THE AUXILIARY LANES, WHICHEVER IS GREATER. 8. SEE SITE LANDSCAPE PLAN PREPARED BY OTHERS. 9. SEE SHEET C6.0 - C8.0 FOR REOSION CONTROLL PLAN. 10. THE DETENTION FACILITY IS LOCATED UNDERGROUND SEE SHEET C4.0 - C4.1. BENCHMARK: HAM G -55 A BRONZE PLATE ON A CONCRETE POST PROJECTING 1.5 FT. OUT OF THE GROUND ALONG US319 2.6 MILES NORTH OF 1 -4659 0.7 MILES SOUTH OF 131 st STREET, 83 FEET WEST OF THE CENTERLINE SBL OF US31 AND 19 FEET EAST OF THE R/W FENCE AT STATION 409 +00. 2.6 MILES NORTH OF -1 -465. WADE & PHYLLIS A. RADEMACHER MARK J. & MARY ANN F. SAGGESE STREET LENGTH TABLE STREET NAME LENGTH NO NAME STREET 811.97 FT. CLAY CENTER ROAD 338.75 FT. PRELIMINARY PLATLEGEND NOTE DOCKET NUMBER: 06090037 PP DARYL F. & JAMEY K. DAUGHERTY NORTH MICHAEL & PAULA CONROY NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO NOTE. THE DEVELOPER/ OWNER AND THE ENGINEER / SURVEYOR FOR THE DEVELOPER/ OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIM ATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP ��h SPOT ELEVATION © PAY TELEPHONE ADJ ADJACENT HORZ HORZIONTAL x b ALT ALTERNATE ID INSIDE DIA 831 CONTOUR (MAJOR) FO FIBER OPTICS APPROX APPROXIMATELY INV INVERT ••.......••831 • ............. CONTOUR (MINOR) G GAS ARCH ARCHITECTURAL M.H. MANHOLE p� AREA LIGHT 1 E ELECTRIC BEG BEGINNING MAX MAXIMUM 0=0=0 AREA LIGHT 2 T TELEPHONE BLDG BUILDING MECH MECHANICAL ccb UTILITY POLE W WATER CAL CALIPER M.E.G. MATCH EXISTING GRADE CIP CAST IN PLACE MIN MINIMUM E- GUY ANCHOR SAN SANITARY SEWER CENTERLINE N/A NOT APPLICABLE X TELEPHONE M.H. STM STORM SEWER CMU CONC MASONRY UNIT O.C. ON CENTER p TELEPHONE RISER CS COMBINED SEWER CONC CONCRETE OD OUTSIDE DIA 0 TRANSFORMER U/G UNDERGROUND CJ CONTROL JOINT PERP PERPENDICULAR Wv WATER VALVE 0/H OVERHEAD C.O. CLEAN OUT P.O.B. POINT OF BEG FIRE HYDRANT ----=n CONCRETE BUMPER DECEL DECELERATION PVC POLYVINYL CHORIDE DEMO DEMOLITION PVMT PAVEMENT •8„ DECIDUOUS TREE DO DRAINAGE M.H. DIA DIAMETER R RADIUS 13 6' EVERGREEN TREE Q SANITARY M.H. DS DOWNSPOUT REF REFERENCE BUSH CURB INLET ELEV ELEVATION RCP REINFORCED CONCERETE X FENCE ® ROUND INLET (24" TYP) PIPE ELEC. ELECTRICAL REQD REQUIRED SIGN ® SQUARE INLET (24" TYP) EQ EQUAL DISTANCE ROW RIGHT OF WAY EX. EXISTING O TRAFFIC SIGNAL POLE C CLEAN OUT SAN SANITARY EJ EXPANSION JOINT Q TRAFFIC SIGNAL M.H. 0 PIPE BOLLARD SLCPP SMOOTH LINED CORRUGATED FOW FACE OF WALL PLASTIC PIPE DOOR 01, FLAG POLE SPECS SPECIFICATIONS m FFE FINISH FLOOR ELEV FT FOOT SQ SQUARE W GUTTER FLOWLINE ELEV STA STATION Q STORM STORM SEWER �- HT HEIGHT W TYP TYPICAL W HDPE HIGH DENSITY 0- POLYETHYLENE VIF VERIFY IN FIELD 4,3 1 Q LL 1 . � - - � a o (7)_ cuf) � d W SITE NEW CONCRETE •` R/W PAVEMENT D. & U.E. = DRAINAGE AND UTILITY EASEMENT D.0 & S.E. = DRAINAGE UTILITY & SANITARY SEWER EASEMENT R = RADIUS k L = ARC LENGTH V Q PROPOSED SANITARY MANHOLE E3 PROPOSED STORM MANHOLE / INLET E> 16 0 PROPOSED WATER HYDRANT X PROPOSED SIGNAGE - - UNDERDRAIN SUBDIVISION NAME: LAKELAND SUBDIVISION OWNER /SUBDIVIDER: BROWNING INVESTMENTS LLC. 6100 W. 96th STREET, SUITE 250 INDIANAPOLIS, INDIANA 46278 (317) 344 -7328 REGISTERED SURVEYOR: MIKE DEBOY �: L Lj 501 SOUTH 9TH ST., SUITE 100 NOBLESVILLE, INDIANA 46060 co 14 (317)- 770 -1801 ZONING DESIGNATION: S -1 / RESIDENCE DISTRICT TOTAL AREA: 10.0f ACRES FLOOD PLAN: ZONE -X, MAP #18057CO206F - FEB. 99 2003 NOTE DOCKET NUMBER: 06090037 PP DARYL F. & JAMEY K. DAUGHERTY NORTH MICHAEL & PAULA CONROY NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO NOTE. THE DEVELOPER/ OWNER AND THE ENGINEER / SURVEYOR FOR THE DEVELOPER/ OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIM ATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP ��h SPOT ELEVATION © PAY TELEPHONE ADJ ADJACENT HORZ HORZIONTAL x b ALT ALTERNATE ID INSIDE DIA 831 CONTOUR (MAJOR) FO FIBER OPTICS APPROX APPROXIMATELY INV INVERT ••.......••831 • ............. CONTOUR (MINOR) G GAS ARCH ARCHITECTURAL M.H. MANHOLE p� AREA LIGHT 1 E ELECTRIC BEG BEGINNING MAX MAXIMUM 0=0=0 AREA LIGHT 2 T TELEPHONE BLDG BUILDING MECH MECHANICAL ccb UTILITY POLE W WATER CAL CALIPER M.E.G. MATCH EXISTING GRADE CIP CAST IN PLACE MIN MINIMUM E- GUY ANCHOR SAN SANITARY SEWER CENTERLINE N/A NOT APPLICABLE X TELEPHONE M.H. STM STORM SEWER CMU CONC MASONRY UNIT O.C. ON CENTER p TELEPHONE RISER CS COMBINED SEWER CONC CONCRETE OD OUTSIDE DIA 0 TRANSFORMER U/G UNDERGROUND CJ CONTROL JOINT PERP PERPENDICULAR Wv WATER VALVE 0/H OVERHEAD C.O. CLEAN OUT P.O.B. POINT OF BEG FIRE HYDRANT ----=n CONCRETE BUMPER DECEL DECELERATION PVC POLYVINYL CHORIDE DEMO DEMOLITION PVMT PAVEMENT •8„ DECIDUOUS TREE DO DRAINAGE M.H. DIA DIAMETER R RADIUS 13 6' EVERGREEN TREE Q SANITARY M.H. DS DOWNSPOUT REF REFERENCE BUSH CURB INLET ELEV ELEVATION RCP REINFORCED CONCERETE X FENCE ® ROUND INLET (24" TYP) PIPE ELEC. ELECTRICAL REQD REQUIRED SIGN ® SQUARE INLET (24" TYP) EQ EQUAL DISTANCE ROW RIGHT OF WAY EX. 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'a•,.. �_ ,p \., i � « �:, , � : . x � ' :' . .�.'v..- , , JAMIE BROWNING AR P ESER VATON { CLIENT NAME 2 , - :.. .. - : ... - ......- .::,... =:� .i..:...w ,x« ,.•+...�",x.�? �., a - ,r,'�'_`_ ..`: -a., '"^ �f : r a .., � ' a4. � -'' i a f �+..�! "' ' :. hi A �'� r% " .evi a� +..�...- ,g_:•*ti- : --'.°o .^ C�. :•,...,; .... i- ;; .: ;'� �\'y,,,�:•_ <,;�. 1� 1F,j� ` ii 777 _.�-�����. � , 6100 W. 96TH STREET S7 t,TiCjz4� SUITE 250 LIMITS OF 0 �, N aI;-a,,d (317) 344 -7328 v, r Ir �� r�.� , �,..., -� .: .� :;� - '�- «a„•,• 1� � (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD 3 DRAWN: CLH CHECKED BY: CRP I SCALE: 1" = 30' DATE:09 -18 -06 WILLIAM F. & JOE -j 0 DONNELL T/E PROJECT NO.: 2006 -0120 # : l Browning Investments E NGINEERING \D 0120 12650 Cla y Center Rd Subdivision PROJECT: . \2006 \2006 DWG: C1.1 PRIMARY PLAT dwg « PLOTTED BY: CLAUDE L HATFIELD - ; DATE. 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'a•,.. �_ ,p \., i � « �:, , � : . x � ' :' . .�.'v..- , , JAMIE BROWNING AR P ESER VATON { CLIENT NAME 2 , - :.. .. - : ... - ......- .::,... =:� .i..:...w ,x« ,.•+...�",x.�? �., a - ,r,'�'_`_ ..`: -a., '"^ �f : r a .., � ' a4. � -'' i a f �+..�! "' ' :. hi A �'� r% " .evi a� +..�...- ,g_:•*ti- : --'.°o .^ C�. :•,...,; .... i- ;; .: ;'� �\'y,,,�:•_ <,;�. 1� 1F,j� ` ii 777 _.�-�����. � , 6100 W. 96TH STREET S7 t,TiCjz4� SUITE 250 LIMITS OF 0 �, N aI;-a,,d (317) 344 -7328 v, r Ir �� r�.� , �,..., -� .: .� :;� - '�- «a„•,• 1� � (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD 3 DRAWN: CLH CHECKED BY: CRP I SCALE: 1" = 30' DATE:09 -18 -06 WILLIAM F. & JOE -j 0 DONNELL T/E PROJECT NO.: 2006 -0120 # : l Browning Investments E NGINEERING \D 0120 12650 Cla y Center Rd Subdivision PROJECT: . \2006 \2006 DWG: C1.1 PRIMARY PLAT dwg « PLOTTED BY: CLAUDE L HATFIELD - ; DATE. 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