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Home My WebLink AboutC102 Site Development Plan:OFFICE' OF THE HAMILTON COUNTY SU1rV1 YOR• 1..:. O.aR J!ESSD iv ,�iv ST'GTtY: '..tTER DISCHARGE •MM.�•.rryiyU'S or b+ p y }�y� L"'ti.•iL R. a,• JOYY :lPF: i• 1,.11D S'' E1. RGE. NOT ALLOWED Q Q �t}�`��!r� p SA 'S L1i DOIT r �11YDr& .Bi;{T;i 9 k107tM1.L ►JL f r j 4 ER:ErRENCY 1x171. S DDD1 D AREA AT IOU YEA?, I USE OUTLET OPTION 2: (DR B.C.P. ES 1T R ...C'tldlrTt HAMILTON COUNTY SURVEYORS OFF I ;CR.O HATCEHgC) 1 IfED cT io NOR.1 AL• POOL OPTIONS 4 T •t'3ii:c*9'1t:. •GattC.RE'I')S -GGt�wh'' TOR ItT:'D SEC AL =niQUTP:ES }fO' SLOF+B.'A1.L i'E HLADYIALL YL'AS,T Ri? 'XGJ4B: ?DC }t HD r rs 3 }a:?t$• Ora CF .S A /Jf: O'Ei"• PLA1 s• si„ W. I i OR 1 M1 NC7Ctll 1117-RAP lt�l'1 SLOPS AS SHOWN USX RBNLt ifit.TTRBSS a f;gTC� FsLd,h ..r id ui ACT' -RAP i OR ..u.; RENO M Tx RESS r9i SLOPS g R.G.P. STORMS f f SODDED .Ir.RRA J r... iDPO S-HATCRED) ._.'e ,l i r• It x, 0 r 1„, .0 y fi, t r VA9re ♦.,i 1 s 'r l+l. yi r•M ''.t "Alit 4. 2'1x 'r AtS, l S DPE y t Y tr y: .1 71 T; 44 1 ,T f ;v y t�h .t. `4?F ..f. '.:rt tDRAY(.15.7. SCALB) yT- t r- fit/r J f 7141 Jr.,{r� pt q /��/y� .Y.. 31 ►''��3'ITiI i .1* TOP VIEW LAKE OUTLET DETAIL FOR LAKE .CROSS-SECTION OPTION: HAM'IIL T O COUNTY SURt E Y OR'S OFF I.0 Ae REVISED-1 443 £ODO k Px.O ,QED: STANDARD PLAN j €1 tJ :turd rGrl •c. w a' rw.t :LTG Or:MISTY STAIVSYOP. DATE POND #1 37,816 sq,tt. N.P.A 897.01 100 YR ELEV. 899.7e BOTTOM ELEVA11ON 889.61 TOP OF BMIK -6024 FUTURE STORM SEWER BY OTHERS 1• rr• 0..119 18 R =17167.91 L..498.48' SANI T.C.+ 898. INVERT ..880.35 INLET 898.38 INVERT 896.56 15" R,C.P. 0 rn at, 1 .r. x t i J c /•r' rrr rrf c GRAPHIC SCALE IN FEET 1 inch 50 ft. ELEVATION: 900.99 T.O.B. ELEV. 902.20 EXISTING GRADE BE\C-vAR< N. A. V. D. 1988 LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF ZIONSVILLE; APPROXIMATELY 0.24 MILE NORTHWEST OF THE INTERSECTION OF U.S. 421 AND WEST 106TH STREET, ON THE EAST SIDE OF U.S. 421; SET IN THE TOP OF A CONCRETE POST, 0.5 FOOT ABOVE THE GROUND; A U.S. COAST AND GEODETIC SURVEY BENCHMARK TABLET, STAMPED "S 78 1946 BOTTOM 889.61 CROSS SECTION POND #1 NOT-TO-SCALE EARTHWORK D. 1. EXCAVIl71ON Pt H y sI A IS 3. PROTECTION OF TREES ELEV. 902.20 T.0.8.=902.20 4 "'11 I a 30' --0 WEIR 4 T.Q.8. =902.20 1( SPILLWAY 901.20 EMERGENCY SPILLWAY POND 1 NOT -TO- -SCALE A. Excavated material that is suitable may be used for fills. All unsultoble material and all surplus excavated rnaterld not required shall be removed from the site. B. Provide and place any additional till material from offslte as may be necessary to produce the grades requited on pions, Fill obtained from offslte shall be of quality as specified for fills herein and the source approved by the Developer. it will be the responsibility of the Contractor for any costs for rdI needed. 2. REMCVAL OF TREES A. All trees and stumps shall be removed from areas to be occupied by a road surface or structure area. Trees and stumps shall not be buried on site. A. The Contractor sPPall, at the direction of the Developer, endeavor to save and protect trees of value and worth which do not impair construction of improvements as designed. 8. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect to protedtive measure to be taken, if any, to preserve such trees. 4, REMCVAL OF TOPSOIL 1 A. All toped shall bill removed from ail areas beneath future pavements or building. Topsoil removal shall be to a i'ninlmum depth of 6 inches or to the depth indicated In the geotechmicol report provided by the Developer to be excovoted or filled. Topsoil should be stored of a location where It will not interfere with construction, operations. The topsoil shall be free of debris and stones. 5. UTILITIES A. Rules onl regulation governing the respective utility shall be observed in executing all work under this section. B. It shall be the responsibility of the Contractor to determine the location of existing underground utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free 1-800-382-5544 within Indiana or 1-800-428-5200 outside Indiana. 6. SITE GRADING A. Do all cuitting, filling, compacting of fills and rough grading required to bring entire project area to subgrpde as shown on the drawing. B. The tolerance for paved areas shall not exceed 0.10 feet above established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade, Provide roundings at top and bottom of banks) and other breaks In grade. C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so that field measurements and spot elevations can be verified by the Engineer. The Contractor shall not remove his equipment from the site until the Engineer has verified that the job meets the above tolerance. All competed areas of structural fill material must be tested to assure minimum 95% of the maximum dry density in the standard radar test method EXISTING SPOT ELEVATION EXISTING CONTOUR .o,,,=w,=(),t.,,u„ *am eiPaillimmommw ewn -ASone ,...AIIF T LEGEND EXISTING SANITARY SEWER yv Y F.H. FIRE HYDRANT "FIOLEY MOLEY" SAYS: 1--- 800.382 --5544 CALL TOLL FREE EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING WATER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SWALE PROPOSED WATER PROPOSED SUB SURFACE DRAIN (SSD) PROPOSED TRANSFORMER LOCATION CAS LOCATION OF ALL EX1S11NG UNDERGROUND UTIUTIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, marks mode upon the ground by others.) AND ARC SPECULATIVE iN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTiLIITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAiD EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. r co 0 0 ci z m t: Q CO SHEET NO. 0 LO N h ll N z z Z D Hm WW UU z� 5. 8 cna U E W z 0 z C102 OF SHEETS ,MOB NO.49335 to z 0 in w c>= 0 0 RI N US Foia,1\EARTHwRi< FOR CALLS DU1'SYDE OP 1NDJAN --5200 d x 7•- d C., OFFICE OF THE HAMILTON COUNTY SURVEYOR 14 IONS LAKE CROSS-SECTIONS OPTION 2 EASEUil }TT IS' VOL t e; 1DO.K1341 2' FADEBOJRT1 u.'I.N. A. VARIES k107tM1.L ►JL f r j 4 ER:ErRENCY 1x171. AT IOU YEA?, I USE OUTLET OPTION 2: (DR x.x J, WINO 1 Q Asti: SCALE) HAMILTON COUNTY SURVEYORS OFF I ziBVt o= UN ?OK APPROVED: I .,,x.00 STANDARD PLAN 7 1CC1IT• C. ItAT3•G, F M]LTaN COUNTY S'JR7GYOR bi'ri POND #1 37,816 sq,tt. N.P.A 897.01 100 YR ELEV. 899.7e BOTTOM ELEVA11ON 889.61 TOP OF BMIK -6024 FUTURE STORM SEWER BY OTHERS 1• rr• 0..119 18 R =17167.91 L..498.48' SANI T.C.+ 898. INVERT ..880.35 INLET 898.38 INVERT 896.56 15" R,C.P. 0 rn at, 1 .r. x t i J c /•r' rrr rrf c GRAPHIC SCALE IN FEET 1 inch 50 ft. ELEVATION: 900.99 T.O.B. ELEV. 902.20 EXISTING GRADE BE\C-vAR< N. A. V. D. 1988 LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF ZIONSVILLE; APPROXIMATELY 0.24 MILE NORTHWEST OF THE INTERSECTION OF U.S. 421 AND WEST 106TH STREET, ON THE EAST SIDE OF U.S. 421; SET IN THE TOP OF A CONCRETE POST, 0.5 FOOT ABOVE THE GROUND; A U.S. COAST AND GEODETIC SURVEY BENCHMARK TABLET, STAMPED "S 78 1946 BOTTOM 889.61 CROSS SECTION POND #1 NOT-TO-SCALE EARTHWORK D. 1. EXCAVIl71ON Pt H y sI A IS 3. PROTECTION OF TREES ELEV. 902.20 T.0.8.=902.20 4 "'11 I a 30' --0 WEIR 4 T.Q.8. =902.20 1( SPILLWAY 901.20 EMERGENCY SPILLWAY POND 1 NOT -TO- -SCALE A. Excavated material that is suitable may be used for fills. All unsultoble material and all surplus excavated rnaterld not required shall be removed from the site. B. Provide and place any additional till material from offslte as may be necessary to produce the grades requited on pions, Fill obtained from offslte shall be of quality as specified for fills herein and the source approved by the Developer. it will be the responsibility of the Contractor for any costs for rdI needed. 2. REMCVAL OF TREES A. All trees and stumps shall be removed from areas to be occupied by a road surface or structure area. Trees and stumps shall not be buried on site. A. The Contractor sPPall, at the direction of the Developer, endeavor to save and protect trees of value and worth which do not impair construction of improvements as designed. 8. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect to protedtive measure to be taken, if any, to preserve such trees. 4, REMCVAL OF TOPSOIL 1 A. All toped shall bill removed from ail areas beneath future pavements or building. Topsoil removal shall be to a i'ninlmum depth of 6 inches or to the depth indicated In the geotechmicol report provided by the Developer to be excovoted or filled. Topsoil should be stored of a location where It will not interfere with construction, operations. The topsoil shall be free of debris and stones. 5. UTILITIES A. Rules onl regulation governing the respective utility shall be observed in executing all work under this section. B. It shall be the responsibility of the Contractor to determine the location of existing underground utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free 1-800-382-5544 within Indiana or 1-800-428-5200 outside Indiana. 6. SITE GRADING A. Do all cuitting, filling, compacting of fills and rough grading required to bring entire project area to subgrpde as shown on the drawing. B. The tolerance for paved areas shall not exceed 0.10 feet above established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade, Provide roundings at top and bottom of banks) and other breaks In grade. C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so that field measurements and spot elevations can be verified by the Engineer. The Contractor shall not remove his equipment from the site until the Engineer has verified that the job meets the above tolerance. All competed areas of structural fill material must be tested to assure minimum 95% of the maximum dry density in the standard radar test method EXISTING SPOT ELEVATION EXISTING CONTOUR .o,,,=w,=(),t.,,u„ *am eiPaillimmommw ewn -ASone ,...AIIF T LEGEND EXISTING SANITARY SEWER yv Y F.H. FIRE HYDRANT "FIOLEY MOLEY" SAYS: 1--- 800.382 --5544 CALL TOLL FREE EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING WATER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED SWALE PROPOSED WATER PROPOSED SUB SURFACE DRAIN (SSD) PROPOSED TRANSFORMER LOCATION CAS LOCATION OF ALL EX1S11NG UNDERGROUND UTIUTIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, marks mode upon the ground by others.) AND ARC SPECULATIVE iN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTiLIITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAiD EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. r co 0 0 ci z m t: Q CO SHEET NO. 0 LO N h ll N z z Z D Hm WW UU z� 5. 8 cna U E W z 0 z C102 OF SHEETS ,MOB NO.49335 to z 0 in w c>= 0 0 RI N US Foia,1\EARTHwRi< FOR CALLS DU1'SYDE OP 1NDJAN --5200 d x 7•- d C.,