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Home My WebLink About03100140.1I i 00 0 Ci N Z � I n D .7 N a ry w ?� �y Iti e N 4 z■ 0 C% I i ■ i ■ I ■ i Ix I a� ■ 1 �� I I 1R7 ��p A a , \ �l/1LJR Cv ZR4 2711 = tb 1 . • FU1'(IRF.' SADDLE CREEK - -.- SECT ION 11 \ 290 18 28C 2R' 291 � M , la "SADDLE CREEK SECTION 10 b o - - -- - -- - - - ZRS 286 \ 28- - -- I sl - 1 . �, /.-' U�1 ELEVATION OF THE LOWEST OPENING (DOOR 01+ W11i 2 D fS EST AT - -' - -- - -- ABUSHED TAU ) TwnLln�.t11 -- - - - -�_ - - - - -_ _ - ..: ,ial s: •n �RODD � S�CD7• �,AT FOR EACH OT ADJACENT TO A PON (2 _s2-- _ W 141$1* ST. _ - - qEBO, '.^C YEAP. FLOOD STAGE OF 11+ ADJACENT POND c 67 ?. - - - - - -- -- -- - -- hLBv'S9' 15 - In1 A- A 141st S� )p W 6L ■ !' LEGEND OF PROPOSED LrnLrTy wnovBAENTs L� d M"nq LIVE TYPE / SYMBOL DESCPoF(lON LINE TYPE / S1r11BO1 DESCRlPf10N ° 03MMON , y` }`Cj^ \ SEWER MANHOLES • • 1 tin - - �` S SIZE AS SHOWN ® ® STORY WARY mm aL a LSL 6••`° SIzETAAft YS SF'+owN LATERAL ® STORY sErrEa INLETS L STORY SEINER ( l �\ / / .4 aL.�c ` r� SIZE AS SHOWN �n STORY SF�MER END YCT10N / �. / - �' 6 "SSD -6 „SS9 SUB -RFS (SSD) 11TllTT1 GENE j ,� `- O ( - - - - - - SUB - SURFACE DRAM (SSD) JOHN A, and JAN:CE A- BROWN ti b u ` BENEATH CURB + II PL, UTILITY FTTtTNG'S INST No. 931307, T T 9 I I W SIZE UN WATER VALVES AS SHOWN • ( / :ti. FIRE HYDRANTS 100 STORM STRUCTURE NUMBER] �. SCALE. 1. = 80' I>; I / / o y� - - .34 2 .50 RIM ELEVATION AVERT ELEVATION o I I 52 �o a 200 SANITARY STRUCTURE NUMBER kf If O NOTES: O b '• C AREA I SEE EXISTING CONDITIONS PLAN FOR EXISTING UTILITY FEATURES LEGEND. SUR WILL LLC 6 r - J ( I I 5� y to I SUR WILL - - INSTR.� 2000 -6301 S EXISTING UTILITY LINE TYPES ARE NOTED WITHIN BRACKETS. 1J 89'42_'43` W I I / y , I :1 INSTR.j 20D0- P5 A + 32 I _ w °. HAY FIELD �._ ,r :c. 3" - - I �. 41 18.00 Acres - I I I I 84104 Sq. Ft.l 1 -� -� I ( PLAT L� r•i J i I I I I I I � I � _-i I of C11 N - I Ir A SECTION CORNER D21 OIAM m ( I 15' � `^ • 5/8- REBAR W/ ALUMINUM CAP IoW - I I I 42 ( O ■ CONCRETE MONUMENT R I O I I I I pl I u AA I I I I I A 5/8- REAR �> jII I I o um I I I I ° r4 e -- D.E. DRAINAGE EASEMENT CL I O I o U.E. UTILITY EASEMENT N m s I N r, •hO7 a I D.dcU.E. DRAINAGE AND UTILITY EASEMENT Z I O (a I Id I I F a I F LS.E LANDSCAPE EASEMENT 4$ z wrs oL . L.SL COMMON AREA 'C' I I a I I r I I �_ ( o -- [1] STREET ADDRESS Om oL a LSE PSI ENERGY INC. ■ - aL INSTR N 7001 -8120A ■ 1 - f as I i? GILTS', SC,Y ULAN FIEID .IOHN K' (U• & GL ORLA I . DE GUY I'JSIR 4 FSH 7 7308 "Im ELL a LSL ■ b. 1 - P o 0 1- '51 ILL J ` / PARCEL B I 47 __ ,5 16.512 Acres 719771 Sq. F OVERALL 20.012 Aire , \\ 871731 Sq. � L ,•y;• - i �. \ 1 ?< b''- O G. 0 R in in LL - m• ui D.C. o 4 I 28 .Ia_ nL a Ly \ g IV OL - - 12 / \ s \� 15 e m . o -- - -- � a' as` 7S - - -- - 1 / yy/ 4 -p OL • a �... IL DA&LL ^ p U• N _- I I.�r i AI I I o I I o Di- i 2 „� • 18•• N 89.59'18 W 67700 PASTURE ANCREW W. & RHONDA L CROOK INSTR A 8711 73X, COMMON AREA 'D' f@EdADE -�_ i /ea W= 0L a LsL 22 �: ■ C� xr ELL F 18 ST �C..__ __ -_ -- N 89'59 38 W a 595.85 mr 6- SOIPII LlE ME 1/4 NW 1/4 SEC 21 -16-3 WOODED _ x , Zm ROBERTA B FOSTER DEED RECORD 343 y PAGE. 273 -275 NAE. 1-14F iYPF / Mucri � LINE TYPE / SYMBOL OE9CRl T" Y.E. PATCH EXISTING, ELEVATION B.S.L. SHALE 25 PAVEMENT SPOT (AADE POND BOTTOM 805.2 GROUND SPOT GRADE POLO NORMAL POOL (NP) 0o CURB AND GUTTER GRADE - - - - - - POND TOP OF BANK (TB) I.00z FLOW DIRECTION AND GRADE PAD I PAD ELEVATION _ H-V RATIO GRADE Qj FPG 1`1000 PROTECTION GRADE oa PIPE INVERT ELEVATION HRL HIGH POINT LPt LOW POINT ® STRUCTURE'S RIM ELEVATION 6p INTERMEDIATE CONTOUR a♦ 8000 ROUTE FAXY CONTOUR -- NOTES - 1. SEE EXISTING CONDITIONS PLAN FOR EXISTING GRADING FEATURES c 67 ?. - - - - - -- -- -- - -- hLBv'S9' 15 - In1 A- A 141st S� )p W 6L ■ !' LEGEND OF PROPOSED LrnLrTy wnovBAENTs L� d M"nq LIVE TYPE / SYMBOL DESCPoF(lON LINE TYPE / S1r11BO1 DESCRlPf10N ° 03MMON , y` }`Cj^ \ SEWER MANHOLES • • 1 tin - - �` S SIZE AS SHOWN ® ® STORY WARY mm aL a LSL 6••`° SIzETAAft YS SF'+owN LATERAL ® STORY sErrEa INLETS L STORY SEINER ( l �\ / / .4 aL.�c ` r� SIZE AS SHOWN �n STORY SF�MER END YCT10N / �. / - �' 6 "SSD -6 „SS9 SUB -RFS (SSD) 11TllTT1 GENE j ,� `- O ( - - - - - - SUB - SURFACE DRAM (SSD) JOHN A, and JAN:CE A- BROWN ti b u ` BENEATH CURB + II PL, UTILITY FTTtTNG'S INST No. 931307, T T 9 I I W SIZE UN WATER VALVES AS SHOWN • ( / :ti. FIRE HYDRANTS 100 STORM STRUCTURE NUMBER] �. SCALE. 1. = 80' I>; I / / o y� - - .34 2 .50 RIM ELEVATION AVERT ELEVATION o I I 52 �o a 200 SANITARY STRUCTURE NUMBER kf If O NOTES: O b '• C AREA I SEE EXISTING CONDITIONS PLAN FOR EXISTING UTILITY FEATURES LEGEND. SUR WILL LLC 6 r - J ( I I 5� y to I SUR WILL - - INSTR.� 2000 -6301 S EXISTING UTILITY LINE TYPES ARE NOTED WITHIN BRACKETS. 1J 89'42_'43` W I I / y , I :1 INSTR.j 20D0- P5 A + 32 I _ w °. HAY FIELD �._ ,r :c. 3" - - I �. 41 18.00 Acres - I I I I 84104 Sq. Ft.l 1 -� -� I ( PLAT L� r•i J i I I I I I I � I � _-i I of C11 N - I Ir A SECTION CORNER D21 OIAM m ( I 15' � `^ • 5/8- REBAR W/ ALUMINUM CAP IoW - I I I 42 ( O ■ CONCRETE MONUMENT R I O I I I I pl I u AA I I I I I A 5/8- REAR �> jII I I o um I I I I ° r4 e -- D.E. DRAINAGE EASEMENT CL I O I o U.E. UTILITY EASEMENT N m s I N r, •hO7 a I D.dcU.E. DRAINAGE AND UTILITY EASEMENT Z I O (a I Id I I F a I F LS.E LANDSCAPE EASEMENT 4$ z wrs oL . L.SL COMMON AREA 'C' I I a I I r I I �_ ( o -- [1] STREET ADDRESS Om oL a LSE PSI ENERGY INC. ■ - aL INSTR N 7001 -8120A ■ 1 - f as I i? GILTS', SC,Y ULAN FIEID .IOHN K' (U• & GL ORLA I . DE GUY I'JSIR 4 FSH 7 7308 "Im ELL a LSL ■ b. 1 - P o 0 1- '51 ILL J ` / PARCEL B I 47 __ ,5 16.512 Acres 719771 Sq. F OVERALL 20.012 Aire , \\ 871731 Sq. � L ,•y;• - i �. \ 1 ?< b''- O G. 0 R in in LL - m• ui D.C. o 4 I 28 .Ia_ nL a Ly \ g IV OL - - 12 / \ s \� 15 e m . o -- - -- � a' as` 7S - - -- - 1 / yy/ 4 -p OL • a �... IL DA&LL ^ p U• N _- I I.�r i AI I I o I I o Di- i 2 „� • 18•• N 89.59'18 W 67700 PASTURE ANCREW W. & RHONDA L CROOK INSTR A 8711 73X, COMMON AREA 'D' f@EdADE -�_ i /ea W= 0L a LsL 22 �: ■ C� xr ELL F 18 ST �C..__ __ -_ -- N 89'59 38 W a 595.85 mr 6- SOIPII LlE ME 1/4 NW 1/4 SEC 21 -16-3 WOODED _ x , Zm ROBERTA B FOSTER DEED RECORD 343 y PAGE. 273 -275 NAE. NON - ACCESS EASMENT LE LANDSCAPE EASEMENT S.S.E. SANITARY SEWER EASEMENT B.S.L. BUILDING SETBACK LINE 4r . 6" - -7'7=A'7nC Su■Li ENSURE THAT ALL NECESSARY PERM(T5 OBTAINED FROM AGENCIES HAVING A RISDICTTON OVER THE WORK PRIOR TO COMMENCIW, CONSTRUCTION ACTIVITIES THE CONTRKTOR SHALL OBTAIN AND PAY THE COST OF ALL PERMITS TW►t HAVE NOT KIN SECURED B1 rHE OWNER 2 THE CONTRACTOR SHALL COMPLY WTTH THE CONSTRUCTION SAFETY STANDARDS AS ISSUED BY THE U.S. DEPARTMENT OF LABOR OCCLIPAT"k HEALTH AND SAFETY ADMINISTRATION AS SET FORTH IN ►ANAL ►(1JLL 29. PART 1926, WHERE Su�_H REGULATIONS APPLY TO THE WORK 3 ALL ELEVATIONS SHOWN WITHIN THESE PUNS ARE BASED UPON U.S.G.S. DATUM. 4 LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES OR THEIR REPRESENTATIVES AND FIELD EVIDENCE OF IMPROVEMENTS VISIBLE ON THE GROUND SURFACE EXACT LOCATIONS OF UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED. THE CCMfTRACTOR HALL NOTIFY UTILITY COMPANIES AND REQUEST FIELD LOCATIONS OF SUCH WITHIN DA WORK AREA PRIOR TO COMMENCING EXCAVATION ACTIVITIES. THE CONTRACTOR SHALL REPORT ANY VARIATIONS FROM THE LOCATIONS SHOWN THAT MAY PRESENT A CONFUCI WITH EXECUTION OF THE WORK TO THE ENGINEER IN ADVANCE OF CONSTRUCT)ON. 5 THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILf ' COMPANIES AND SHALL PAY THE COST OF PROTECTION. RELOCATION. REMOVAL. CONNECTION, AND /CR RECONNECTION OF UTILITIES AS NECESSARY FOR EXECUTION OF THE WORK 6. MATERNLS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES, SPECIFICATIONS, LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS 7. TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED AND REMOVED BY THE CONTRACTOR IN ACCORDANC' WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. TYPE -C' UGHTS SHALL BE REQUIRED ON ALL BA°RIFADES, DRUMS AND SIMILAR DEVICES IN USE AT NIGHT. SITE PLAN NOTES 1, ALL DIMENSIONS SHOWN ARE MEASURED TO THE BACK OF ROLL CURB. 2 BEARINGS. DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE, REFER TO RECORDED PLATS AND SURVEYS FOR ADOITI(INAL PROPERTY INFORMATION 3 SEE SHEETS C2.6 AND C2.7 FOR SITE DETAILS 4 TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKS AND COMBINED WALKS /CURBS WHERE SHOWN AND AT INTERVALS NOT TO EXCEED 12 X THE WIDTH OF THE WALK. 5 EXPANSION JOINTS SHALL BE INSTALLED N CONCRETE PAVEMENTS AND WALKS AT ALL LOCATIONS WHERE PAVEMENTS AND WALKS ABUT A VERTICAL SURFACE SUCH AS A CURB, WALL, COLUMN, ETC 6. CONTRACTION J(ANTS SHAT BE PROVIDED AT EQUAL INTERVALS BETWEEN EXPANSION JOINTS IN CONCRETE WALKS. INSTALL CONTRACTION JOINTS AS SHOWN BUT IN NO CASE AT INTERVALS GREATER THAN 1.5 X THE WIDTH OF THE WALY. 7. ALL WORK WITHIN THE RIGHT -OF -WAY SHILL CONFORM TO THE REQUIREMENTS OF THE HAMILTON r•rnmlrY H1GHW'1Y DMARTVENT GAA )1NG NOTES 1. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WIITFNN THE UMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN IN THE GEOTECHNICAL REPORT. OR TO A DEPTH OF 6 INCHES, WHICHEVEP IS11GREA4TER. 2. TOPSOIL SHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES N ALL AREAS TO BE SEEDED OR SODDED PER THE SPECIFICATIONS. 3. EXCESS TOPSOIL MAY Of PLACED IN MOUNDING AREAS AND NON3TRUCTURAL FILL AREAS AS AVAILABLE 4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE SHOWN S. FINAL GRADES AT THE PROJECT BOUNDARY SFLALL MATCH EXISTING ELEVATIONS UNLESS OTHERWISE SHOWN 6 THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTTTY ANALYSIS PRIOR TO COMMENCING CONSTRUCTION TO CONFIRM SUCH OUMMnES WITH THE ENGINEER. ADJUSTMENTS TO PROPOSED FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHILL BE APPROVED BY THE ENGINEER. LITIL" NOTES 1. PRESSURE UTILITY MANS AND SERVICE ONES MAY NEED TO BE NSTALLED AT A DEPTH GREATER THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED CROSSING UTILITIES. N SUCH CASES, THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS REQUIRED TO ACHIEVE IAPPF:OPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES 2. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT ALL TRIES. A MINIMUM VERTICAL. SEPARATION OF 18 INCHES BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS IN THE EVENT THAT MINIMUM SEPARATION REOUIREAIENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE PRESSURE -TYPE WATER PIPE FOR THE SEINER PER DETAIL SA -9 3. WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED FROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE. 4 JOINT RESTRAINTS SWILL BE INSTALLED ON ALL WATER ONES AT ALL BENDS, TEES AND HYDRANTS PER THE DETAILS 5. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO THE NEAREST FOOT 6. PIPE LENGTHS SHOWN FOF STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END SECTIONS 7. WHERE GRADE MODIFICATIONS (CUT OR FILL) ARE SHOWN ADJACENT TO EXISTING VALVE BOX COVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE ADJUSTED FLUSH WITH THE PROPOSED GRADE 8 ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL BE WADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES. 9. ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12 INCHES SHALL BE MADE 13Y REPLACING THE CONE AND /OR BARREL SECTION OF THE STRUCTURE. 10. PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION UNLESS OTHERWISE SHOWN 11. STORM SEWER CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE HAMILTON COUNTY SURVEYOR'S OFFICE. BENCHMARK DATA PROJECT BENCHMARK: US C S Disc stomped 93 RHP located of the soulhewest coma of the intersection of 146th Street and Duch Road BM ELEVATION = 903 311 ,SITT BENCHMARK Railroad spike in East face of a fence corner post Post located +/- 20' south of the centertml of 141st Street and +/- 35- west of the centerlekne of Beaument Blvd B M EL VAPON = 905 77 'HOMY HOLEY * SANS CA11 AT LEAST T1110 FULL 11t4Xi1KING DAYS BEFORE E 1 -800- 382 -5544 YOU DIG IrS THE LAM Y CALL TOLL FREE * 1 -800- 428 -5200