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HomeMy WebLinkAbout11 1 CARWINION - PHASE > 62.77' N00 OS 153 or Plan Comm IsoIanr Under authority provided by Title 36, Acts of 1881, P.L. 309 enacted by the General Aeeembly of the State of Indiana, and oil acts amendatory or supplamrentory thereto, and on ordinance adopted by the common council of the ally of Carmel, Indiana, this plat was given approval by the city of Carmel, as follower Adopted by the CormeI Pian Commission at a meeting hold 1880. Cormel/Clay Plan Commission Byr----- -------------- ------- Wesley G. Bucher, Director Department of Cammmlty Development Carmel, Indiana OWNER/DEVELOPER SECONDARY PLAT i na'f NX ' CURVE RADIUSx3a'0.0' DELTA LENGTH A 225.00'' 34 09'05• 88 18'05' 81.55' X 20.00'8' 23 26'38• 25,72' C 175.00'4• 10 66'28• 2,41' D 175.00'8' 50 51'00• as 33'57' 90 24'57• 90 00100' 84 47'03' 108.74' EE 175.00'8' 2e 44'59• 0. 02' F 175.00'0' 04 05'18• 84.15' 6 175,00'' 77 57'52• 84.15' H 175.00' 27 33'00• 84.15' 1f 175.00' 07 45'57' 2a.72' i 20.00' 82 47'57' 32.38' K 20.00' 97 12'0a' 30.44' L125.00' 90 24'57• 187.26' Y r20.00' 89 35'03' 31.27' N 25.00' 46 II'23' 21.00' 00 50.00' 46 08.3a' 40.27' Pa. 00' 61 32'50' S71' 0 50.00' 81 00'00• 63.23' R 50.00' 81 08'45' 53.38' S 50.00' 4e 32'38' 40.82' T 25.00' 48 II'23' 21.03' U 1 20.00' 90 24'57• 31.56' /00. AI' - , AW 26'/7ar' $ ,o 57.00' N2/ 15'39'/ 121 so, 1 $70 31 '09ar' CURVE RADIUS DELTA LENGTH V 12 ,O0' 34 09'05• 88 18'05' 74.51' 31.35' X ' 23 26'38• 82.08 Y x.00' 10 66'28• 42.87' AA 86 cc K220:00' 00' 206,00' 176.00' 00' 20;00' 50 51'00• as 33'57' 90 24'57• 90 00100' 84 47'03' 181.84' 14f.58' 276.18' 31.42' 28.80' EE .00' 2e 44'59• 118.06' FF 23 ,00' 04 05'18• 18,20' Gs 20.00' 77 57'52• 27.21' PH .00' 20 4''00• 81.35' 1f 00' 21 11'37• 83.23' 212.90' 175.00' 40 23'51' 123,38' 150,00' 20.OW 84 40'53• 28.58' LL00' 21 15'36• 94.82- 0 25500, 14 14'05• 63.35' NN 20,00' Be 01'40' 30.73' 00 226.00' 13 54'131 64.6' 0 PP 20.00' _ 87 12'03' 30.44' O O 41 0 O� y ?� 4Gr p 9E C401V" AE I/4 SFC. 7-T. 17".X RAAD = CID EX TA= CURVE I RADIUS I DELTA I LENGTH I CH. BEARING SCALE: f " = 100 ' SUBMITTED JULY 10, 1990 • imm COPPER WELD MONUMENT SET a CONCRETE MONUMENT SET D.E. DRAINAGE EASEMENT U.E. UTILITY EASEMENT S.E. SEWER EASEMENT S.F. SQUARE FOOTAGE SOURCE OF TITLE IS O I 151.7a' b 4 200.00' 45 24'57` O O 41 0 O� y ?� 4Gr p 9E C401V" AE I/4 SFC. 7-T. 17".X RAAD = CID EX TA= CURVE I RADIUS I DELTA I LENGTH I CH. BEARING rMr.IIw1(11: !)GVf,Lf)I t�r;lrr c:<�. ttaco. 9►9U2 AiJ(30I,A (_;c►Ul2'f 11J1) I AIJAT'()1 . 1 3 , 11.11) 1 A14A 4(,26R 111. ( 317) 87,9-778'i THIS INSTRUMENT PREPARED BY.• SMITH OUILLMAN ASSOCIATES, INC., 730/ E. 90TH STREET SU/TE /03, INDIANAPOLIS, IND/ANA 46256 SHE=T I OF 2 CARWINION - PHASE 1 SECONDARY PLAT LEGAL DESCRIPTION I, the undersigned, hereby certify that the within plat is a DEED OF DEDICATION: representation of the lands surveyed, subdivided and platted No lot in this subdivision shall be used or maintained as a under my direct supervision and control and that it is true and The undersigned, BRENWICK DEVELOPMENT CO., INC., by George dumping ground for rubbish, trash garbage, er other waste, and correct to the best of my knowledge and belief: P. Sweet, General Partner, owner of the real estate shown and shall not be kept, except in sanitary containers. Trash shall not described herein, do hereby certify that we have laid off, be burned, except in suitable incinerators. A part of the Northeast quarter of Section 7, Township 17 platted and subdivided, and do hereby lay off, plat and North, Range 3 East, 2nd Principal Meridian. Hamilton County, subdivide, said real estate in accordance with the within plat. It shall be the duty of the owner of each lot in the Indiana beingmore articular] described as follows: The following restrictions, limitations and covenants are hereby the lot subdivision a keep the grass on the lot properly cut and to keep particularly imposed upon and shall run with the land contained in such plat. attractive f in appearance. Should any owner fail and r to don sot then Commencing at the Southeast corner of said Northeast Developer may take such actions as it deems appropriate in order quarter; thence on an assumed bearing of North 00 degrees 05 This subdivision shall be known and designated as CARWINION to make the lot neat and attractive and the owner shall upon minutes 53 seconds West along the east line of %aid Northeast - PHASE I, a subdivision in Hamilton County, Indiana. All streets demand reimburse Developer for the expense incurred in so doing. Ouarter 316.26 feet to the Point of Beginning of the following shown and not heretofore dedicated. are hereby dedicated to the described parcel of land; thence South Sc? degrees 54 minutes 07 oublic. Each owner of a lot in Carwlnic,n - Phase 7 by the acceptance seconds West 40.00 feet; thence South 78 degrees 31 minutes 09 of a deed thereto, shall be deemed to have waived such owner's seconds West 121.69 feet; thence North 21 degrees 15 minutes 39 tr In addition to the covenants and restrictions hereinafe q right to remonstrate against annexation of all or any portion of seconds Wpst 57.00 feet; thence North 82 degrees 26 minutes 17 set forth and contained in this plat, the real estate described Carwinion by the City of Carmel at any time after the earlier of seconds West 100.84 feet; thence South 89 degrees 29 minutes 10 in this plat is also subject to certain additional covenants and (i) December 31, 19Q1, (ii) the date that Developer has conveyed seconds West 695.21 feet; thence North 00 degrees 05 minutes 53 restrictions contained in that certain Declaration of Covenants all lots in Carwinion - Phase I to unaffiliated purchasers and Restrictions of recorded on the day of in the seconds West 62.77 flet; thence South 89 degrees 54 minutes 07 ordinary course of business, or (iii) the date Developer consents seconds West 150.00 feet; thence North 00 degrees 05 minutes 53 11990 as Instrument No. in in writing to such annexation, seconds West 100.00 feet; thence North 04 degrees 28 minutes 41 Miscellaneous Record , Pages , through t n C Hamilton of the Recorder of H in the Office aoCounty, seconds East 50.55 feet; thence North 60 degrees 00 minutes 00 inclusive , No exterior light shall be erected or maintained between the duties powers and to the rights, , seconds West 23.00 feet; thence North 30 degrees 00 minute! 00 Indiana (the "Declaration"), building line and rear lot lines so as to shine or reflect Int. seconds East 65.00 feet; thence North 00 degrees OS minutes 53 and obligations of the Carwinion Homeowners Association, directly upon 'nether lot. If street liohts are not installed in seconds West 120.00 flet; thence South (39 degrees 54 minutes 07 (the "Homeowners Association") and Carwinion Building Committee rarwinipn - Phase I then each builder shall install a lioht in (the "Building Committee") as set forth in the Declaration. If seconds West 5.00 feet: thence North 00 decrees 05 minutes 53 ooerablp condition on the lot at a location. havino a height and seconds West 171.88 feet: thence North 45 degrees 18 minutes 22 there is any irreconcilable conflict between any of the covenants of a type, style, and manufacture approved by Developer prior to seconds West 35.48 feet: thence North 00 degrees 30 minutes 50 and restrictions contained in this plat and any of the convents the installation thereof. Each such light fixture shall alsO have seconds West 200.00 feet to a and restrictions contained in the Declaration, the conilictinq point on a curve to the richt covenant or restriction contained in the plat shall govern and a bulb of a maximum wattage approved by Developer to Insure having a radius of 225.00 feet, the radius point of which bears uniform illumination on each lot and shall be eaulpped with a control to the extent only of the irreconcilable conflict, it South 00 degrees 30 minutes 50 seconds East; thence easterly being the intent hereof that all such covenants and restrictions photo electric cell or similar device to insure automatic along said curve to the right 54.60 feet to a point which bears shall be applicable to said real estate to the grpatest extent Illumination from dusk to dawn each day. North 13 degrees 23 minutes 22 seconds East from said radius point: thence North 00 degrees 05 minutes 53 seconds West 181.60 possible. q The fore -going covenants, (or restrictions) are to run with feet to south line of the Northeast quarter of the Northeast the land and shall be binding on all parties and all persons Front and side yard building setback lines are hereby Quarter of said Section 7; thence North 89 degrees 29 minutes 10 rlaimino under them for a "rind of 25 years from the date of established as shown on this plat, between which lines and the seconds East along the south line of the Northeast quarter of the this plat, is which time ed forovsucces. (or restrictions), shall property lines of the street, there shall be erected or Northeast quarter 1087.55 feet to the Southeast corner of the he automatically extended for successive periods of ten r10) maintained no building or structure. Northeast quarter of the Northeast quarter; thence South 00 years unless changed by vote of a ma3ority of the then owners of degrees 05 minutes 53 seconds East along the East line of theThere are strips of ground as shown on this plat and marked the buildings covered by these covenants, or restrictions, in Southeast. quarter of the Northeast quarter 1019.64 tett to the Easement, reserved for the use of public utilities for the whole or in part. Invalidation o4 any one of the foregoI^g Point of Beginning containing 25.035 acres more or less. installation of water and sewer mains, poles, ducts, lines and covenants or restrictions, by judgement Or court order shall in no way affect any of the other covenants or restrictions which wires, subject at all times to the proper authorities and to the This subdivision consists of 46 lots, numbered 1 through 46 both easement herein reserved. No permanent or other structures are to snail remain in full force and effect. inclusive, together with streets and easements as shown hereon. be erected or maintained upon said strips of land, but owners of lots in this subdivision shall take their titles subject to the The right to enforce these provisions by injunction. The size of lots. widths of streets and easements are shown in rights of the public utilities. together with the right to cause the removal, by due process of figures denoting feet and decimal parts thereof. law, of any structure or part thereof erected, or maintained in All lots in this subdivision are reserved for residential violation hereof, is hereby dedicated to the public. and reserved Witness my signature this day of 990. use, and no building other than a one family residence or to the several owners of the several lots in this subdivision and structure or facility accessory in use thereto shall be erected to their heirs and assigns. thereon. QWNEP AND SUBDIVIDER: Ben E. Bledsoe Not more than one buildingshall be erected or used for Registered Land Surveyor No. 50559 Brenwick Development Co., Inc. State of Indiana residential purposes on any lot in this subdivision. By The ground floor area of the main structure, exclusive of George P. Sweet, President one-story open porches and garages, shall be no less than sixteen hundred (1600) square feet in the case of a one-story structure, no, less than one thousand (1000) square feet in the case of a STATE OF INDIANA multiple story structure, provided no structure of more than one SS story shall have less than an aggregate of one thousand six COUNTY OF HAMILTON hundred (1600) souare feet of finished and liveable floor area. All garages shall be attached to the residence dwelling and be a Before me. a Notary Public, in and for said county and state, minimum of two car size. personally appeared George P. Sweet, known to me as the General Partner of BRENWICK DEVELOPMENT CO.. who having been first ouly No trailer, tent, shack , attached shed, basement garage, sworn, acknowledge the execution of the foregoing Declaration for barn or other outbuilding or temporary structure shall be used and on behalf of said corporation. for temporary or permanent residence on any lot in this subdivision. An attached garage, tool shed or detached storage WITNESS my hand and seal this day of ,1990. building erected or used as an accessory to a residence in this subdivision shall be of a permanent type of construction and Notary Public conform to the general architecture and appearance of such - residence. Printed Name No fences shall be erected in this subdivision between the My Commission Expires; building lines and the property lines of the streets as shown on the within plat, except with approval of Brenwick Development Residing in County. Co.. Inc., which fences shall not exceed 36 inches in height and shall be of decorative nature. COMMISSION CERTIFICATE No building, structure nr acrPs%nry building shall he Plan Commission: Under authority provided by Title 36, Acts of Prertpd ren%pr to the 'Ride of any lot than 10 feet with A minimum 19e1, P.L. 309 enacted by the General Assembly of the State of DOARD Of_ CUl1Nfy COiItIISSIONERS LCR1IFJK81F__ aggrPgatP of 74 IPPt for tot1, %ideyarr/c. WI,Pre buildings are Indiana, and all acts amendatory of supplementary thereto, and an Pr PrtPd on more than onp single lot this .Pstriction Rhall apply ordinance adapted by the common council of the city of Carmel, Under authority provided by Title 36. acts of 1981, P.L. 3,19 to the side lisps of the Pxtreme boundaries of the multiple lots. Indiana, this plat was given approval by the city of Carmel, as enacted by the General Assembly of the state of Indiana. and all follows: acts amendatory or supplementary thereto, this plat was given No haat, tra)Ipr or r,mmppr of any kind (incIuAIng but not in approval by the Board of Commissioners of County of Ilamilton at a limitation thoreol, house trailers, camping trailers or boat meeting held a trailers), or any di%ab1Pd vphiclp shall hp kept or parked upon Adopted by the Carmel Plan Commission at a meeting any Int pxrppt within a garagp or nthpr approved structure. held 1990, BOARD OF COMMISSIONERS OF COUNTY OF IIAMILION Carmel/Clav Plan Commission a. All lot owner% will by required to install, or have installed, at (past onp gas or Plpctric "dusk to dawn" yard light By: Steven C. Dillinger, Member Peg Goldberg, President in the front. WPslev G. Bucher, Director Departmentof Community Development In the evpnt storm water drainage from any lot or lots flows Carmel, Indiana Steven A. Ilolt, Member Polly Pearce. County Auditor acros% another lot, provi%ion shall be made to permit such drainagP to continue without restriction or reduction, across the downstrpam lot and into the natural drainage channel or cour%p, even trough no %ppcifir dratnagp Pa%pmont for such flow of water is providpd on said plat. No animals, livestock, or poultry of any descrlDtion shall be raised, bred, or kept on any lot except that dogs, cats or other household pets may be kept, provided that they are not kept, bred or maintained for commercial purposes. OWNER/DEVELOPER All garages opening to the street sha', i have automatic door controls. Dl?F.l,Iw 1 (3' I )F.VPL,OFLAF;N'1' M. I FIC . g302 AN(301,A COURT 1110 I ANAPO], 1 3. 1 NIJ I AIJA 462.68 I'll. ( '317) 1379-77FIS SUBMITTED JULY 10, 1990 THIS INSTRUMENT PREPARED BY.' SMI TH OUILLMAN ASSOCIATES, INC., 730/ E. 907-H STREET sul TE /03. IND/ANAPOL IS, 1N0/ANA 46256 SHEET 2 OF 2 woo I 1 230.00' 45 00'00' 180.64' NOS 00'50.1 178.04' 230. 4a 24'57' 192.a1' 48 177.58' a 200.00' 44 35'03' I 151.7a' 4 200.00' 45 24'57` .41' 5 200.00' 45 00'OD' N88 00'50.1 I5a.07' 8 150.00' 90 24'57' I N45 18.22'1 212.90' 7 150,00' 45 00'00' ) SOO 59' 1011 114.61' rMr.IIw1(11: !)GVf,Lf)I t�r;lrr c:<�. ttaco. 9►9U2 AiJ(30I,A (_;c►Ul2'f 11J1) I AIJAT'()1 . 1 3 , 11.11) 1 A14A 4(,26R 111. ( 317) 87,9-778'i THIS INSTRUMENT PREPARED BY.• SMITH OUILLMAN ASSOCIATES, INC., 730/ E. 90TH STREET SU/TE /03, INDIANAPOLIS, IND/ANA 46256 SHE=T I OF 2 CARWINION - PHASE 1 SECONDARY PLAT LEGAL DESCRIPTION I, the undersigned, hereby certify that the within plat is a DEED OF DEDICATION: representation of the lands surveyed, subdivided and platted No lot in this subdivision shall be used or maintained as a under my direct supervision and control and that it is true and The undersigned, BRENWICK DEVELOPMENT CO., INC., by George dumping ground for rubbish, trash garbage, er other waste, and correct to the best of my knowledge and belief: P. Sweet, General Partner, owner of the real estate shown and shall not be kept, except in sanitary containers. Trash shall not described herein, do hereby certify that we have laid off, be burned, except in suitable incinerators. A part of the Northeast quarter of Section 7, Township 17 platted and subdivided, and do hereby lay off, plat and North, Range 3 East, 2nd Principal Meridian. Hamilton County, subdivide, said real estate in accordance with the within plat. It shall be the duty of the owner of each lot in the Indiana beingmore articular] described as follows: The following restrictions, limitations and covenants are hereby the lot subdivision a keep the grass on the lot properly cut and to keep particularly imposed upon and shall run with the land contained in such plat. attractive f in appearance. Should any owner fail and r to don sot then Commencing at the Southeast corner of said Northeast Developer may take such actions as it deems appropriate in order quarter; thence on an assumed bearing of North 00 degrees 05 This subdivision shall be known and designated as CARWINION to make the lot neat and attractive and the owner shall upon minutes 53 seconds West along the east line of %aid Northeast - PHASE I, a subdivision in Hamilton County, Indiana. All streets demand reimburse Developer for the expense incurred in so doing. Ouarter 316.26 feet to the Point of Beginning of the following shown and not heretofore dedicated. are hereby dedicated to the described parcel of land; thence South Sc? degrees 54 minutes 07 oublic. Each owner of a lot in Carwlnic,n - Phase 7 by the acceptance seconds West 40.00 feet; thence South 78 degrees 31 minutes 09 of a deed thereto, shall be deemed to have waived such owner's seconds West 121.69 feet; thence North 21 degrees 15 minutes 39 tr In addition to the covenants and restrictions hereinafe q right to remonstrate against annexation of all or any portion of seconds Wpst 57.00 feet; thence North 82 degrees 26 minutes 17 set forth and contained in this plat, the real estate described Carwinion by the City of Carmel at any time after the earlier of seconds West 100.84 feet; thence South 89 degrees 29 minutes 10 in this plat is also subject to certain additional covenants and (i) December 31, 19Q1, (ii) the date that Developer has conveyed seconds West 695.21 feet; thence North 00 degrees 05 minutes 53 restrictions contained in that certain Declaration of Covenants all lots in Carwinion - Phase I to unaffiliated purchasers and Restrictions of recorded on the day of in the seconds West 62.77 flet; thence South 89 degrees 54 minutes 07 ordinary course of business, or (iii) the date Developer consents seconds West 150.00 feet; thence North 00 degrees 05 minutes 53 11990 as Instrument No. in in writing to such annexation, seconds West 100.00 feet; thence North 04 degrees 28 minutes 41 Miscellaneous Record , Pages , through t n C Hamilton of the Recorder of H in the Office aoCounty, seconds East 50.55 feet; thence North 60 degrees 00 minutes 00 inclusive , No exterior light shall be erected or maintained between the duties powers and to the rights, , seconds West 23.00 feet; thence North 30 degrees 00 minute! 00 Indiana (the "Declaration"), building line and rear lot lines so as to shine or reflect Int. seconds East 65.00 feet; thence North 00 degrees OS minutes 53 and obligations of the Carwinion Homeowners Association, directly upon 'nether lot. If street liohts are not installed in seconds West 120.00 flet; thence South (39 degrees 54 minutes 07 (the "Homeowners Association") and Carwinion Building Committee rarwinipn - Phase I then each builder shall install a lioht in (the "Building Committee") as set forth in the Declaration. If seconds West 5.00 feet: thence North 00 decrees 05 minutes 53 ooerablp condition on the lot at a location. havino a height and seconds West 171.88 feet: thence North 45 degrees 18 minutes 22 there is any irreconcilable conflict between any of the covenants of a type, style, and manufacture approved by Developer prior to seconds West 35.48 feet: thence North 00 degrees 30 minutes 50 and restrictions contained in this plat and any of the convents the installation thereof. Each such light fixture shall alsO have seconds West 200.00 feet to a and restrictions contained in the Declaration, the conilictinq point on a curve to the richt covenant or restriction contained in the plat shall govern and a bulb of a maximum wattage approved by Developer to Insure having a radius of 225.00 feet, the radius point of which bears uniform illumination on each lot and shall be eaulpped with a control to the extent only of the irreconcilable conflict, it South 00 degrees 30 minutes 50 seconds East; thence easterly being the intent hereof that all such covenants and restrictions photo electric cell or similar device to insure automatic along said curve to the right 54.60 feet to a point which bears shall be applicable to said real estate to the grpatest extent Illumination from dusk to dawn each day. North 13 degrees 23 minutes 22 seconds East from said radius point: thence North 00 degrees 05 minutes 53 seconds West 181.60 possible. q The fore -going covenants, (or restrictions) are to run with feet to south line of the Northeast quarter of the Northeast the land and shall be binding on all parties and all persons Front and side yard building setback lines are hereby Quarter of said Section 7; thence North 89 degrees 29 minutes 10 rlaimino under them for a "rind of 25 years from the date of established as shown on this plat, between which lines and the seconds East along the south line of the Northeast quarter of the this plat, is which time ed forovsucces. (or restrictions), shall property lines of the street, there shall be erected or Northeast quarter 1087.55 feet to the Southeast corner of the he automatically extended for successive periods of ten r10) maintained no building or structure. Northeast quarter of the Northeast quarter; thence South 00 years unless changed by vote of a ma3ority of the then owners of degrees 05 minutes 53 seconds East along the East line of theThere are strips of ground as shown on this plat and marked the buildings covered by these covenants, or restrictions, in Southeast. quarter of the Northeast quarter 1019.64 tett to the Easement, reserved for the use of public utilities for the whole or in part. Invalidation o4 any one of the foregoI^g Point of Beginning containing 25.035 acres more or less. installation of water and sewer mains, poles, ducts, lines and covenants or restrictions, by judgement Or court order shall in no way affect any of the other covenants or restrictions which wires, subject at all times to the proper authorities and to the This subdivision consists of 46 lots, numbered 1 through 46 both easement herein reserved. No permanent or other structures are to snail remain in full force and effect. inclusive, together with streets and easements as shown hereon. be erected or maintained upon said strips of land, but owners of lots in this subdivision shall take their titles subject to the The right to enforce these provisions by injunction. The size of lots. widths of streets and easements are shown in rights of the public utilities. together with the right to cause the removal, by due process of figures denoting feet and decimal parts thereof. law, of any structure or part thereof erected, or maintained in All lots in this subdivision are reserved for residential violation hereof, is hereby dedicated to the public. and reserved Witness my signature this day of 990. use, and no building other than a one family residence or to the several owners of the several lots in this subdivision and structure or facility accessory in use thereto shall be erected to their heirs and assigns. thereon. QWNEP AND SUBDIVIDER: Ben E. Bledsoe Not more than one buildingshall be erected or used for Registered Land Surveyor No. 50559 Brenwick Development Co., Inc. State of Indiana residential purposes on any lot in this subdivision. By The ground floor area of the main structure, exclusive of George P. Sweet, President one-story open porches and garages, shall be no less than sixteen hundred (1600) square feet in the case of a one-story structure, no, less than one thousand (1000) square feet in the case of a STATE OF INDIANA multiple story structure, provided no structure of more than one SS story shall have less than an aggregate of one thousand six COUNTY OF HAMILTON hundred (1600) souare feet of finished and liveable floor area. All garages shall be attached to the residence dwelling and be a Before me. a Notary Public, in and for said county and state, minimum of two car size. personally appeared George P. Sweet, known to me as the General Partner of BRENWICK DEVELOPMENT CO.. who having been first ouly No trailer, tent, shack , attached shed, basement garage, sworn, acknowledge the execution of the foregoing Declaration for barn or other outbuilding or temporary structure shall be used and on behalf of said corporation. for temporary or permanent residence on any lot in this subdivision. An attached garage, tool shed or detached storage WITNESS my hand and seal this day of ,1990. building erected or used as an accessory to a residence in this subdivision shall be of a permanent type of construction and Notary Public conform to the general architecture and appearance of such - residence. Printed Name No fences shall be erected in this subdivision between the My Commission Expires; building lines and the property lines of the streets as shown on the within plat, except with approval of Brenwick Development Residing in County. Co.. Inc., which fences shall not exceed 36 inches in height and shall be of decorative nature. COMMISSION CERTIFICATE No building, structure nr acrPs%nry building shall he Plan Commission: Under authority provided by Title 36, Acts of Prertpd ren%pr to the 'Ride of any lot than 10 feet with A minimum 19e1, P.L. 309 enacted by the General Assembly of the State of DOARD Of_ CUl1Nfy COiItIISSIONERS LCR1IFJK81F__ aggrPgatP of 74 IPPt for tot1, %ideyarr/c. WI,Pre buildings are Indiana, and all acts amendatory of supplementary thereto, and an Pr PrtPd on more than onp single lot this .Pstriction Rhall apply ordinance adapted by the common council of the city of Carmel, Under authority provided by Title 36. acts of 1981, P.L. 3,19 to the side lisps of the Pxtreme boundaries of the multiple lots. Indiana, this plat was given approval by the city of Carmel, as enacted by the General Assembly of the state of Indiana. and all follows: acts amendatory or supplementary thereto, this plat was given No haat, tra)Ipr or r,mmppr of any kind (incIuAIng but not in approval by the Board of Commissioners of County of Ilamilton at a limitation thoreol, house trailers, camping trailers or boat meeting held a trailers), or any di%ab1Pd vphiclp shall hp kept or parked upon Adopted by the Carmel Plan Commission at a meeting any Int pxrppt within a garagp or nthpr approved structure. held 1990, BOARD OF COMMISSIONERS OF COUNTY OF IIAMILION Carmel/Clav Plan Commission a. All lot owner% will by required to install, or have installed, at (past onp gas or Plpctric "dusk to dawn" yard light By: Steven C. Dillinger, Member Peg Goldberg, President in the front. WPslev G. Bucher, Director Departmentof Community Development In the evpnt storm water drainage from any lot or lots flows Carmel, Indiana Steven A. Ilolt, Member Polly Pearce. County Auditor acros% another lot, provi%ion shall be made to permit such drainagP to continue without restriction or reduction, across the downstrpam lot and into the natural drainage channel or cour%p, even trough no %ppcifir dratnagp Pa%pmont for such flow of water is providpd on said plat. No animals, livestock, or poultry of any descrlDtion shall be raised, bred, or kept on any lot except that dogs, cats or other household pets may be kept, provided that they are not kept, bred or maintained for commercial purposes. OWNER/DEVELOPER All garages opening to the street sha', i have automatic door controls. Dl?F.l,Iw 1 (3' I )F.VPL,OFLAF;N'1' M. I FIC . g302 AN(301,A COURT 1110 I ANAPO], 1 3. 1 NIJ I AIJA 462.68 I'll. ( '317) 1379-77FIS SUBMITTED JULY 10, 1990 THIS INSTRUMENT PREPARED BY.' SMI TH OUILLMAN ASSOCIATES, INC., 730/ E. 907-H STREET sul TE /03. IND/ANAPOL IS, 1N0/ANA 46256 SHEET 2 OF 2 woo Ld CARWINION - PHASE 1 SECONDARY PLAT 62.77' NOO 06 '53 q r Plan Commissions Under authority provided by Title 36, Acts of 1881, P.L. 308 anooted by the General Aseembly of the State of Indiana, and all opts omendotory or supplementary thereto, and on ordinance adopted by the common council of the city of Corms 1. Indiana, this plat was given approval by the city of Carmel, as follower Adopted by the Carmel Plan Commission of a meeting hold ------------- 1880. Carmel/Clay Plan Commfeelon Byl------- ----------------- Wesley S. Bucher, Director Deportment of Community Development Corms 1, Indiana OWNER/DEVELOPER ,4Av I Is, BRFIdw 1 (?t: IIFVCL,OI'! tF,IJ'1' (1C� .� 1lir� . gw3(1? Ai1t7(-)i,A c(�tJRT l t U t 1 hIJAF'O3 , I S, 1 PIU 1 AIJA 4626F3 t [(, ('117) 97(3- 77.'3ri CURVE RADIUSk27 LTA LENGTH A 225.00'5' 5' 81.55' 13 00'1'18' 88 49'06* 25.72' C 175.00'7'24' 23 28'38' 2.41' D 175.00'8'08' 10 58'28' 108.74' Z 175.00'7 38' 8 F 175.00'3'00' a8 3a'57, 84.15' 6 175.00'3'00• 80 24'57' 84.15' CC 176. '3' 90 DO'00' 84.15' DD 175.00' 07 43'57• 23.72' J .00' 82 47'57' 118.06' K 20.00' 87 12'03' 00.44' L 125.00' 80 24.571 187.28' M 20.00' 99 35'03' 31.27' N 25.00' 48 11'23' 21.03' JJ 50.00' 4e 08'36 40.27' P 50.00' 61 32'50' 53.71' 0 5D.00' 81 00'00• ' R 50.00' 81 45' 53.38' S 50,00' 46 32'30• 40. T 25.00' 46 11'2a' 21.03' U 20.00' 90 24'57' 31.50' 100.0 ' - V N82 215' ' / 7'N' o� 57. 00 ' N2/ 15'39'1 /2/. 8,9' S78 3/ '09'rr CURVE RADIUS DELTA LENGTH V 125.00' 34 08'05' 74. 1' W 20.00' 88 49'06* 31.35, X 225.00' 23 28'38' 92.00'- Y 225.00' 10 58'28' 42.87' Z 205.00' 50 a1'00' 181.84' AA 206.00' a8 3a'57, 141.5a' 88 175, 00'1 80 24'57' 276.18' CC 20.00' 90 DO'00' 31.42' DD 20.00' 84 47'03' 28.80' EE 255.00- 20 44'58' 118.06' FF 255.00' 04 05'18' 18.20' GG 20.00' 77 57'5 • 27.21' Hai 225. OD' 20 0'00• 81.3x' I1 225.00' 21 11 '37' 83.23' JJ 175.00' 40 23'51' -1 2_3__. KK 20.00' 84 40'53• 28. LL 255. 21 15'38• 14 14'06• M81 20.00' 01'40' 30.73' 00 225.00' 13 54'13• 1 54.00' PP .00' 1 87 12'03' 1 x0.44' SCA : f" = 100' SUBMITTED: JULY 10, 1990 IIJUZM 0 COPPER WELD MONUMENT SET a CONCRETE MONUMENT SET D.E. DRAINAGE EASEMENT U.E. UTILITY EASEMENT S.E. SEVER EASEMENT S.F. 901JARE FOOTAGE SOURCE OF TITLE IS in.58 3 O I 151.73' b 200.4'57• a i O O w 0 ow O� 4 ?t ti w fJr ME C00111" ALF 114 sec. 7-r. /7AM. it CURVE RADIV45OO-00- TA LENGTH CH. BEARING CHORD 1 230.' 178.04' z .'a7• fez. 1 4e in.58 3 200.'00' I 151.73' 4 200.4'57• .41' 5 200. DO' N88 00'50'1 I 07' 0 IaO.4'x7' ' N45 18'22'1 12.90' 7 150.'00• ss THIS INSTRUMENT PREPARED By.- SMITH WILLMAN ASSOCIATES INC., 730/ E. 90TH STREET SUITE /03, INDIANAPOLIS, INDIANA 46256 '( 14.81' SHEET I OF 2 CARWINION - PHASE > SECONDARY PLAT LEGAL DESCRIPTION I, the undersigned, hereby certify that the within plat is a DEED OF DEDICATION:. No lot in this subdivision shall be used or maintained as a representation of the lands surveyed, subdivided and platted dumping ground for rubbish, trash garbage, or other waste, and under my direct supervision :and control and that it is true and The undersigned, BRENWICK DEVELOPMENT CO., INC., by George shall not be kept, excevt in sanitary containers. Trash shall not P. Sweet, General Partner, owner of the real estate shown and correct to the best of my knowledge and belief: be burned, except in suitable incinerators. describedherein, do hereby certify that we have laid off, A part of the Northeast quarter of Section 7, Township 17 Platted and subdivided, and do hereby lay off, plat and It shall be the duty of the owner of each lot in the North, Range 3 East, 2nd Principal Meridian. Hamilton County, subdivide, said real estate in accordance with the within plat. subdivision, to keep the grass on the lot properly cut and to keep Indiana, being more particularly described as follows: The following restrictions, limitations and covenants are hereby the lot free from weeds and trash and otherwise neat and imposed upon and %hall run with the land contained in such plat. attractive in appearance. Should any owner fail to do so then Commencing at the Southeast corner of said Northeast Developer may take such actions as it deems appropriate in order quarter; thence on an assumed bearing of North 00 degrees 05 This subdivision shall be known and designated as CARWINION to make the lot neat and attractive and the owner Shall upon minutes 53 seconds Welk along the east lin! Of said Northeast PHASE I. a subdivision in Hamilton County, Indiana. All streetsDemandreimburse Developer for the expense incurred in so doing. Quarter 316.26 feet to the Point of Beginning of the following shown and not heretofore dedicated, are hereby dedicated to the described parcel of land: thence South e9 degrees 54 minutes 07 public. Each Owner Of a lot in Carwinion - Phase I DY the acceptance seconds West 40.00 feeti thence South 78 degrees 31 minutes 09 of a deed thereto, shall be deemed to have waived such owner's seconds West 121.69 feet; thence North 21 degrees 15 minutes 39 In addition to the covenants and restrictions hereinafter right to remonstrate against annexation of all or any portion of seconds West 57.00 feet; thence North 82 degrees 26 minutes 17 set forth and contained in this plat, the real estate described Carwinion by the City of Carmel at any time after the earlier of seconds West 100.84 feet: thence South 89 degrees 29 minutes 30 in this plat is also subject to certain additional covenants and (if December 31. 1941, (ii) the date that Developer has conveyed seconds West 695.21 feet; thence North 00 degrees 05 minutes 53 restrictions contained in that certain Declaration of Covenants all lots in Carwinion - Phase 1 to unaffiliated purchasers in the seconds West 62.77 feet; thence South 99 degrees 54 minutes 07 and Restrictions of recorded on the day of ordinary course of business, or (iii) the date Developer consents seconds West!i130.00 fee k; thence North 00 degrees OS minutes 53 1990 as Instrument No. in Miscellaneous Record Pages , through in writing to such annexation. seconds West 100.00 feet L. thence North 04 degrees 28 minutes 41 inclusive in the Office of the Recorder of Hamilton Count seconds East 50.55 feeE; thence North 60 degrees 00 minutes 00 y' No exterior light shall De erected or maintained between the Indiana (the "Declaration"). and to the rights, powers, duties building lin♦ and rear lot lines so as to shine or reflect seconds West 25.00 feet; thence North 30 degrees 00 minutes 00 and obligations of the Carwinion Homeowners Association, Inc. seconds East 65.00 ---/set; thence North 00 degrees 05 minutes 53 directly upon another lot. If street lights are net installed in seconds West 120.00 feet; thence South 89 degrees 54 minutes 07 (the "Homeowners Assoc!tion"Il and Carwinion Building Committee Ca.winion - Pnase I then each builder shall instal] a light in fthe "Building Committee") as set forth in the Declaration. If operable condition on the lot at a location, having a height and seconds West 5.00 feet: thence North 00 degrees OS minutes 53 9 seconds West 171.88 feet: thence North 45 degrees 1B minutes 22 there is any irreconcilable conflict between any of the covenants Of a type, style, and manufacture approved by Developer prior to seconds West 35.48 fort: thence North 00 degrees 30 minutes SO and restrictions contained in this plat and any of the convents the installation thereof. Each such lioht fixture shall also have seconds west 200.00 fret to a and restrictions contained in the Declaration, the conflicting a bulb of a ma,•imum wattage approved by Developer to insure point on a curve to the right covenant or restriction contained in the plat shell govern and having a radius of 22$.00 feet, the radius point of which bears control to the extent only of the irreconcilable conflict, it uniform il)um;nation on each lot and shall be equipped with a South 00 degrees 30 einutes 50 seconds East; thence easterly beingthe intent hereof that all such covenants and restrictions photo electr;c cell or similar device to insure automatic along. said curve to the right 54.60 feet to a point which bears illumination from dusk to dawn each day. North 13 degrees 23 ninutes 22 seconds East from said radius shall b! applicable to said real estate to the greatest extent point: thence North 00 degrees O5 minutes 53 seconds West 181.60 possible. The foregoing covenants, (or restrictions) are to run with feet to south line o the Northeast quarter of the Northeast the land and shall be binding on all parties and all oersons n r n k n r hereby Front and side yard building setback limes are Y claiming under the. for a period of 25 years from the gat! of Quarter of said Section 7; thence North E39 degrees 29 minutes 10 established as shown on this plat, between which lines and the this plat. at which time said oyenants. (or restrictions), shall seconds East along the south line of the Northeast quarter of the property lines of the street, there shall be erected or be automatically extended for successive periods of ten (10) Northeast quarter 108'.55 feet to the Southeast corner of the maintained no building or structure. Years unless chanced by vote of a majority of the then owners of Northeast quarter of the Northeast quarter; thence South 00 degrees 05 minutes 53 seconds East along the East line of the There are strips of round as shown on this plat and marked the buildings covered by these covenants, or restrictions, in Southeast quarter of :he Northeast quarter 1019.64 feat to the g p whole or in part. Invalidation o1 any one of the foregoing Easement, reserved for the use of public Utilities for the covenants or restrictions, by judgement or court order shall in Point of Beginning containing 25.035 acres more or less. installation of water and sewer mains, poles, ducts, lines and no wav affect any of the other covenants or restrictions which wires. subject at all times to the proper authorities and to the shall remain in full force and effect. This subdivision consists of 46 lots, numbered 1 through 46 both easement herein reserved. No permanent or other structures are to Inclusive. together with streets and easements as shown hereon. be erected or maintained upon said strips of land, but owners of lots in this subdivision shall take their titles subject to the The right to enforce these provisions DY injunction, together with the right to cause the removal, by due process of The size of lots. widths of streets and easements are shown in rights of the public utilities. or figures denoting telt and decimal paras thereof. law, of env structure or pert thereof erected, or maintained in All lots in this subdivision are reserved for residential violation hereof, is hereby dedicated to the public. and reserved Witness my signature this day of 990. use, and no building other than a one family residence or to the several owners of the several lots in this subdivision and structure or facility accessory in use thereto shall be erected to their heirs and assigns. thereon. OWNER AND SUBDIV_IDEn_ Ben E. Bledsoe Not more than one buildingshall be erected or used for Registered Land Surveyor No. S0559 Brenwick Development Co.. Inc. State of Indiana residential purposes on any lot in this subdivision. By The ground floor area of the main structure. exclusive of Georoe P. Sweet. President ono -story open porches and garages, shall be no less than sixteen hundred (1600) square feet in the case of a one-story structure, nor less than one thousand (1000) square feet in the case of a STATE OF INDIANA multiple story structure, provided no structure of more than one SS story shall have )ess than an aggregate of one thousand six COUNTY OF HAMILTON hundred (1600) souere feet of finished and liveable floor area. All garages shall be attached to the residence dwelling and be a Before me. a Notary Public. in and for said county and state, minimum of two car size. oersonally appeared George P. Sweet, known to me as the General Partner of BRENWICK DEVELOPMENT CO.. who having been first duly No trailer, tent, shack , attached shed, basement garage, sworn, acknowledge the execution of the foregoing Declaration for barn or other outbuilding or temporary structure shall be used and on behalf of said corporation. for temporary or permanent residence on any lot in this subdivision. An attached garage, tool shed or detached 'storage WITNESS my hand and seal this day of ,1990. building erected or used as an accessory to a residence in this subdivision shall be of a permanent type of construction and Notary Public conform to the general architecture and appearance of such residence. Printed Name No fences shall be erected in this subdivision between the MY Commission Expires: building lines and the property lines of the streets as shown on the within plat, except with approval of Brenwick Development Residing in County. Co., Inc., which fences shall not exceed 36 inches in height and Shall be of decorative nature. COMMISSION CERTIFICATE Nn fit iIdirig, structure nr accessory huilding shall be Plan Commission: Under authority provided by Title 36, Acts of erected Closer to the amide n( any lot than 10 feet with a minimum 1981. P.L. 309 enacted by the General Assembly of the State of e 5 i, a ardor Whore bufldi n s ar . BQARU OF L4 LY (aJ(M)1�IONER5 CER�FLCAT�L aggrpgatP of 7. }ewe for bot .idly g Indiana, and all acts amendatory of supplementary thereto, end an cffrtorl on mare than one single lot this restriction shall apply ordinance adopted by the common council of the city of Carmel, tinder authority rovided by Title 36. acts of 1981, P.L. 309 to the sides linos n( the extreme boundaries Of the multiple lots. Indiana. this plat was given approval by the city of Carmel. as enacted by the Genera Assembly of the state of Indiana, arid all follows: acts amendatory or spplementary thereto, this plat was yivert No boat, trailer or ram;,%, of any kind (includinq but riot in approval by the BoardDf Commissioners of County of Ilamiltan at a Iimitatit,n thereof, hou4e trailers, campiriq trailers or boat meeting held trailers), or any disabled vehicle shall he kept or parked upon Adopted by the Carmel Plan Commission at a meeting any lot except within a garage or other approved structure, held_ 1990. BOARD OF CMMISSIONERS OF COUNTY OF IIAMILTON Carmel/C toy Plan Commission Ail lot owners will be required to install, or have installed, at least one gas or electric "dusk to dawn" yard light By: Sievert G. DillingeT_r', Ira,her _ Peg Goldberg, President in the front. Wesley G. Bucher. Director Department of Community Development In the event storm water drainage from any lot or lots flows Carmel, Indiana Steven A. Itolt, Membe Polly Pearce, County Niclitor across another lot, provision shall be made to permit such drainage to continue without restriction or reduction, across the downstream lot and into the natural drainage channel or course, even though no specific drainage easement for such flow of water is provided on said plat. No animals, livestock, or poultry of any description shall be raised, bred,. or kept on any lot except that dogs, cats or other household pets may be kept, provided that they are not kept, bred or maintained for commercial purposes. OgNER/llEVCLOFER All garages opening to the street shall have automatic door controls. GSI?C:Ijw 1 Q1: 11P.10311OT'MFad'1, U0. . I Il1U . q`IO2 AtJ0C11 SUBMITTED JULY 10 1990 , 1141) 1 RWRT'[A)t .I 4 1 I1{J I AIJA 46260 I'll. ( 317 ) WA --77113 t THIS /NSRUMENT PREPARED By.' SMI TH OU/LLMAN ASSOCIATES, INC., 730/ E. 90TH STREET SUITE /03, IND/ANAPOL /S, INDIANA 46256 SHEET 2 OF 2 N 4 p� i fl r 1 O ° $47 _ � 1M1r 4-1 el It � f`"r' ...ti/'���._.,�,�,�. -�—'�� � .., �,... e�T ' �./ � / � -�• �'`� �� � - v— , - • y � ..J r . � � � T � . f .3� . �,.h � C �� ,('` "'� �`� � � ��R'7 � `� "� ~ � �- ` ' "�' � C.•� 1 l_,..- `� /a ` � (�, 1` � � t ,I,J � ,,,� C' I^�, "• 7 +_ � � n „+C'`�l ``r� �, :� � � ,u,, w of '� .-�` r,.� G/`Y. ,._,1 , J- �..) ` ry �... r `�°' `•'1 �'� C7 r.�`"'^-� 1 -1- `'� •,✓-N•,,.! .� � � � I �T- L; � w'� � � � �' ?'`�"' � +%t -'" r✓ ,� � `-_ _ � `� j /� � , '�"` � r•`""'" i •`- • '� r�" "'� � 4 t ;.1 LOT 054 r r / l� L C7T Z3 110 NoF2.TH '�)GAL�. j" = 50' SWAOe -TILEE �-_ X3.1 `� .,•- D � 17 L 0 � ( � JUL 1 U1990 X ao xv U Pll 4J u Q� �1 a v� N U •I 4- L -OT q i -O -j L'5 64Ar)F- Tp-Ee �- c)C, Tr.LE JUL 7 () 199R Lu 2 Lu la QL �Z,, CL 01) uot)L U, i Jnr O LV m Row tb s H F- L � 45,1 F2 H , TO LANDSCAPE CONTRACTORS: When bidding on this planting plan and/ or plant list do not make any substitutions on size or variety. f ,'after the rid has been awarded, any subs which need to be made, must s•e made with the authorization ^'f the landscape architect. A-11 contractors must verify utility y:!nd property lines. L-07 10* k i 1__ W- . ym� Y y •� ti :• � ��.� 1, . d i.. � . I tt P.I••-i A ' F 't L►d _.:. E. f, A 0; Not Too r wory v or i rt•. i v f • Jut A_ -- C _O r _ - -- i i • Jut A_ -- C _O ILI V .IVA & •5 ILI Ri < > Iu r CA �4 T_U F�-- s rpt _ �•'�Tju �Y ILI "Own 4p ZrIm -4 it ossa ol Jnr t ------ - --- , 77_JT-1 Z) TN, 4r <4- Af 74 oil tp Xi, o rn�' TI, ell 4,9 _i -,, 1-1. (r," 11O � -+ 0 n T16 A A v C) j Na t4 19 + J4, A I N A uj C"NQ)7) + + u 15,1 `'t",,,,� P y � YLF'Tit +` r pa 101 C 61 all -- ??j' ; . L 3 M�1_Ug C 2 c, 3 MA;►.V� 2 3�2 C s P �c� �Plp P 1.ol 17 1 1a' i ` 8q 4 k P nom,- -)Cr I-C*I)T 14 - Inn 4 In 1 IT 1 =60 -0 .�_0� 15 JUL 1 u 1990 d CI �I Ck I� Q v� CI Q v� C 4,°T t iQT 5 �JAW3 ►� � ` - �.- �� pit ��"� r. c t L07 2 j_OT 3 O .� fig-. . ``� ""`�' - ,�y `'�-, ? �``• Pit, PQ'�, .._ p lb y M.A1.U5 Ot. lol 40 L oT + L 0T t ©b �, SOI �" f � � ► a t �� ,-� . P�l 1 of 46 1 ? �/'"' (- 2C�1 �.A�r)�C.A, � EA�� Nt�� �r � � -F ��� -� �t �" �� �+ � ?.�' _!a iJ �� C.A � F Ate£ M � ►� f JUL 10 7990 �d- e PHASE 7 CONSTRUCTION PLANS FOR: BRENWI CK DE VEL OP%ENT CO. 9 INC. #247 #246 (1059) ( )058) 14 15 16 ' 1r m m (1020) #230 (988) # 06 (989) SEE H E E T 8# 105 TREW / HEN #229 ( 102 1) t> 36 r Cn 13 1 cin/ 1-465 z #0 z 0 3 � _ 4 G `o m z ROAD PLAN/PROFILE f o y J, .4 ' cn 35 SITE ! 12 m a SANITARY SEWER PLAN/PROFILE 9 SANITARY SEWER PLAN/PROFILE 10 z z PHASE 3 W 86T11 STREET 11 SANITARY SEWER DETAILS/SPECS. / J m 13 1►�,�.H PO( �S — #922 SHEET 10 (985) 34 a SEE #104 16 :.��..�'" � V (10264228 CAERHA Y DETAILS/SPECS. 0025)#217 OUR L #2180024) N #248(1057) SEE SHE T 1 33 /1 N Regia &I Y,p ^ W 79TH STREET 11 #2 1 6 (1027) #103 10 (979) #215 (1028) Q PROPOSED LAKE 9 #117 (See Lake Plan Details #102 0 8 & Specifications) f INDEX I REVI8ION8 SHEET NO DESCRIPITION 1 TITLE SHEET 2 EXISTING TOPO 3 DEVELOPMENT PLAN 4 ROAD PLAN/PROFILE 9 ROAD PLAN/PROFILE 6 ROAD PLAN/PROFILE 7 ROAD DETAILS/SPECS. 8 SANITARY SEWER PLAN/PROFILE 9 SANITARY SEWER PLAN/PROFILE 10 SANITARY SEWER PLAN/PROFILE 11 SANITARY SEWER DETAILS/SPECS. 12 STORM SEWER PLAN/PROFILE 13 STORM SEWER PLAN/PROFILE 14 STORM SEWER PLAN/PROFILE 19 STORM SEWER DETAILS/SPECS. 16 EROSION CONTOL PLAN 17 DETAILS/SPECS. #255 1 (1053) _ SHEET NOI DESCRIPITION m O m m #207(1041 #206 U) -x0045) f�1 #206(1042) #204 (1044) #205 (1043) SEE SHEET 12 Do #101(978) #MR -2(977) #226 (103r#227 (1036) mm'mmp 18 19 20 21 S E SHEET 14 22 SEEJ SHEET 10 #125 # 124-(992) #225 (994) LANE (1035) #224(1034) m M cn a O 37 m Na 43 N� #222(1032) 44 SEE O HEET 13 #223(1033) 38 42 45 39 (993) #219 40 -,� 102 3) 32 31 41 30 1 29 I I (1029) I #210 CARW / N / ON WA Y SEE SHEET 9 #/1 18 (1030) (980) 7 6 5 m 4 (1038)#208 SEE SHEET 12 PHASE 2 DATE: S I TE MAP SCALE: N.T.S. 28 (1055) #250 0056) #249 J CERTIFIED BY: STEPHEN L, SMITH P.E. NO. 16156 23 # 12 1 (995) F24 m m m SUBDIVISION PHASE KEY MAP SCALE: N.T.S, r C0 m 25 rn CD # 120(,996) 26 SUBDIVISION PHASE KEY MAP SCALE: N.T.S, r rn 27 m I` #253 o DESIGN DATA (loco) 1#15 TOTAL LOTS: 46 1(1054) 2 2-j? AREA: 23,035 ACRES (°5 (1052)) LENGTH NEW STREET: 0,67 MILES � #254 ■ m O #119 m (997) Cn S 2 • m #255 1 (1053) _ N #248(1057) OWNER/DEVELOPER BHENW 1 UK iJE VELOPMENT CO , , INC. 9502 ANGOLA COURT INDIANAPOLIS, INDIANA 46268 PH. ( 317) 875-7755 CONSULTING ENGINEER SMITH QUILLMAN ASSOCIATES 7301 E. 90TH STREET SUITE 103 INDIANAPOLIS, INDIANA 46256 ' PH. (3 1 7) 841-9102 JOB NO. I0158A PREPARED BY: SMITH QU I LIMAN ASSOCIATES L r m I C 00 9 SCALE: >" = 50 ' NOTES: 1. THIS TOPOGRAPHIC SURVEY WAS PREPARED BY LOBO AERIAL SURVEYS AND COPIED FOR INFORMATIONAL PURPOSES. DATE OF PHOTOGRAPHY WAS FALL 1988. TEMPORARY BENCH MARKS: 40.00 ' W 54'07T 4) PK NAIL IN WEST FACE OF POWER POLE AT EAST EDGE OF SHEL9CRNE ROAD AT THE SOUTHEAST CORNER OF PHASE 2 EL. 888.58 5) R.R. SPIKE IN WEST FACE OF POWER POLE AT THE EAST EDGE OF SHELHORNE ROAD AT THE NORTHEAST CORNER OF PHASE I EL. 890.44 19) R.R. SPIKE IN 50' PIN OAK LOCATED 250' WEST 8 220' SOUTH of THE NORTHWEST CORNER OF LOT NO. 141N PHASE I EL. 890.85 /1—CERTIFIED: W Q } m Z O w cc W^ ZI.f. ^ 1..L. �'nol Y Q G = o = W Q 0 co N .9 JOB NUMBER I -0158A DATE: SHEET %7 EXISTING TOPO r I SSD # 306 SSD #305 f' 100 L. F kL72 0 5 L. F 17 9 9'/0" 1087-55' 10. 00 m / 00. 00 00.00' $ 0 n / Oo rD29� 91 . ' „� $ 59 / 6 . 9 n 90.50 01 o c" /o ` ` srR. #24 _ ` a ( \ vJ srR. #227 sw E V �� " S 6 v es.00 Sv�(p E �_JBEE75�f�VE 87.20 SD ' a SD SD - EN/ VE e7 . ao svrluLE - S AL 5 50' DRAINAGE 8LANDSCAPE EASEMENTall ee.70 5v`IALE " 86.00 SWALE 85.50 ssDc �. _ e7.00 WALE, __ es. oo svdq� so • ao M. #247 o B /V£ CID0 7 o i8 4 19 �e 24 21 17 Q) 0 o I oa, o 17,5 S.F. v o \ 17,500 S.F. 0 17,500 S.F. N o 17,611 S.F. �� w 24,590 S.F. AI �o 0 0, clr o O o �v; of o 1 w ow ow 0 4 tip 15 �w 16 _ 110 s.,789 S. -�' 17,500 S.F. o 40.00 g1.00 91 .00 STR. # 05 ,� ! / 87.8090.50 so. ao 4� STO H 1/ O 18 8 ' 00 ti 22 e9. I o 9 890 40,152 S. F. SVtI I E I ' 00 87.70 00 / 9 S 77R• #/24 a ' BU/LO/ TBACK L /NE ( � /89 / $ STR. #230TR. #225 ` es • oo\ �/ �TD. M. H. es . so SM. #/25 / 0 CURB /NL T N ,' 8 ssx /00.00' 4'Con S�d,Ik. a 190•_°0 CURB /NL ;��S f5 STD. N.H. m \� 8 02' 9/� o / D. 00' /Oo o0' /0/?7" B ,� 0 r o /L5-, 60 2 60 ' S S0 3h p 89.00 BB -.god 108-74 �� \ Q ' 00 S� 86.87 ss . 55 86.48 _ 493. 5 ' . _ S89 29 1/0 "W _ _� I v �o --- - /98, 92 ' 89.21 89, 25.72' q 7 s l TREW / THEN 294. 33 ' 87.26 O7 es , 09 89.8 I 89.75 89.65 I ,Q• � es, �9� Cit / �0 4 ' Sd� l k . �-- / 57.39 e 0 90.10 - 154.24' ,1 9 / . 62 ' � 84 50 °�i 9 s cone, s"wlk oe 2 9 \ S I SM. #229 0 / . 56 ' I I J/. 27 M. #22LT c oo ` opo a 23 N o CURB /NL \ 6' B/C �� 3!f ' SU/LO/NG ETBACK L /NE �9j �`��� yrF sstt � 0 2 N � I °o e � •tea, • 26,683 S. F. � O 88.20 90.0 0 , OU o 50' R/ • 0 o O I_ p 0 STR. #223 s 7 I � o • 91 0 4 3 - £EH/ VE � SM. 0/2/ D 3 p= p � STD. A H. O \c \off N 6\ `� 0, 98 S. ' ss 20,219 S.F. o m �1 173. I9 o - 2 �I O \ \ c o 20 , 9 7 S. F. I- I STR. 22 o STR. 22 S82 a W e8.80 s o - x p , 91.00 I p Z ty 0 \ \ STR. #2 0 CURB B8 CU ET N89 29 ' / o " ee. 50 _-,►� $ 0 _Q� �, 13 -�, w -- O I ® EEH/ V es . 50 23,851 S.F. y �� - 3 0 ( rn 0 W R' m I � 64. 72 ' m � a w es • so N 29 ' / ^ 99. oo �/ 88. on - ti 4 4 a1 co 17 , 8 5 S . F . r e7.2o /45. 37 ' es.6� o m � sWA�E m� ' I W n rn S�SD�O� 2 20 523 S. F. m 2 N I m ss�c o ti °� �s S5>x N �.50 1 0 4 2 90.80 f-- V ool 8 _ � 1 , N ".60„f- OJ - 15,533 15, w 0 -TTS w tO p 18 .I d ti� �, eee n 0 S89 9 ' / 0 "W /50, 00 0l � - SSD 4304 5 - 87.90 �, s 91.00 m o _ 29'/0"W 120 IL . IF I o rn cn 16 131 S . F . 8g0 , �� �Iq E SSD #308 v o O _ 7 "E e9.00 17 � aej � w IN.) / 30, 08 ' so. oo I N87 5 / / 70 L. F Cy I 187.00 88 27 '08 W se' 125. l2 ' -- ILAc AiW 89.70 I r 1 18,197 S.F. q,l� 85.50 9'/o E o 00 ei 0 45 o �I oo IV .� o z - 25 g es. so 950. •°°„ '� 0 16,300 S.F. (� n1 o 01 $ o i cn ti rn � �' - �1 o CQ h 8E , 00 � �, \ - /� I �; p I O 17,000 s.F � l\j � I o rn eea 50' R/U 0 `� w I O /� o Q .� r O STR. #/ \ • \ U S H. 3/ . 42 ' 0 3 9 � 53 23 ' I $ I 90.00 I o M.H. O o 00 , o O �E /50. oo' N = p es.00 ' /70. oo' 25 g - 34 0 0 19,304 S.F. 3 �,° 41 S89 29'/0" 90.75 o -589 29'/0"W 89.00 STR. #228 ssa o CTI 15,000 S. F. o 0 890 au/LO/�yG Srr' 90.50 o " �� eon SWAGE x CURB INLET ® I `; h °� ) 20 739 . I- dr S89 54 '07 "W _ /75. 00 ' a STR• #/26 �\ o , ea.31 ERHA YS m COURT o A o - N89 29 / o " es. oo SM. A H. � �a N � � o � 90.00 _ I Q:) -- �+ � � o 5 90.90 48 _ !Z) SM. #2/7 .....� 9 ® °4 �� w o00 17 , 000 S . F o 16,500 S.F. N oo N) 0 CURB INLET t'Conc. dw1k. / 6. /4 890 •- I 85.00 m 85.00 85 �j O 29. bu (� 84.50 o STR. H£ s 9 Ssnc 40 s.a SWALE ti f ti ss� 9 O _16go sc sscr: _ ea.eo770-.0 O� o� (86,00) ' lowSWke: • 3 S . F . _ SD �8/ 88.80 e9.20 -' ae.00 0 O A vl O p 1 88. 10 ss+x- 55 - 88 30 89.00 88,80 / _ � v vi o p ` •• o � C? �� 1 00 SSD # 30° 5 � S ALE SSD #307 5 I 17 • 11 0� 1 I/ I I 325 L . 22 006 � 2 0 S F I ,� \ � _ �- • � 30 I .F._ 7 88 S Go �J �' 0 0 5 0 OD 15,00 0 S.F. m Q. 84.50 - N89 5 '07 "E \ 6 �► - `cn T . END SECTIO 0 a S $2/6 / 0.57' _ 87.50 88.50 p 89.00 �` 0 es.00 0 BEE VE Ste• #/03 �$ CII p soh ' o,� STD. M. H. ae yo �D 88.50 8 7 , 0 0 a 11 �� 30.44 ' =° 16 I T \ 4� I SM. #250 STR. #252 m 2 •\ 9 9 3J ' U/LD/NG S BACK L/ E 3 39 ' I i R 00.00 -MINIMUM FINISHED BUILDING PAD ELEVAT I I ON SM. #2/5 1' . #2/0 CURB /A-- CUB / LE 25.00' ° � 9' •9 � i 0 2 h 25'R. 9 \' i 'h O \ c• - S5 86.00 30.44 ' a ��, B8.00 D6 ' l 0 "W / 30. l 6 SIE - END SECT/ON 825, a CURB INLET ee,l, �, P ASTERISK DENOTES FINISHED BUILDING PAD 19,69 S.F. �• \�� ��' � i, 28 / 85.70 /00.00' 9' nc dwlk. /00.00 84'0 /00.00' 86.00 99.64' /• /5' ON MORE THAN 2 OF COMPACTED FILL. +iQ 4` �v oo ti5P N �. -PROPOSED STORM SEWER MANHOLE y 29 6 ' 7, 0 473.34 ' m m 85.30 9� _ RW_ / / ON �/A Y _ 235. o/ i S89 29'/0" 90.87 I -PROPOSED SANITARY SEWER MANHOLE 85.81 100' O = h B5. 84.10 708. 35 ' _ - m N89 4 7 "ti a '_1h 4 cone sa k 98.56 -PROPOSED STORM CURB INLET S9 88 07 '33 "E /20. 63 ' 000 LQrLik 4 °' /0 �/ � • 35 ssoc_ /00. 00' s /00. 00 ' � /D0. 00 ' o STR. #249 /00. 00 ' $ $ � - -EXISTING I CONTOURS 0 `� �� 8 84.75 SSCz v SM. #254 QO J 0 ti (44 o o $ ' # STR: / /8 M. #209 m W URB /NLEr 1 m STR. #/ /9 I CURB INLET O STD. M. H. °D CURB INLET $ 000 -EXISTING 10' CONTOURS O S . H. / 3!f ' SU/L�J/NG SET ACK L /NE-�- � STD, M. H. YO. 73 m o 0 o m 1 S 1 SSD 6" SUBSURFACE DRAIN 8 RISER o co Ir Q 15,407 S.F. Q •20 (� 00 ib ss tS 0 O p 86.25 ? F97.-0-01 I z �� 7 0 o zm til 87.50 0 86. 5 0 86.75 86,75 87,00 0 87,50o Im %u $ I o 87.50 e5.o0 N--�•••--FLOW LINE OR SWALE 26' B/ OI p O 85.90 m 50' / e rn w o w o w o w o o N• -HIGH POINT _ • � I o � o w o �___7 \ NORMAL POOL 89 54'07 "W /50.00 ' p 879 .00 ,� o 23, 811 S . F / 7 6 5 4 / 3 / 2 STR. #255 I" Z L.9 -LOW POINT / END SECTIO 16,898 S.F. 15,000 S.F. 15,000 S.F 15,000 S.F. 15,000 S.F. 1 15,491 S.F. STR. #/02 f\j ' I �' Snq• #?07 F. , STR. #208 1 (c•P) 5 -DETAIL NO. PROPOSED STD. A H. Qo s 1 P� �p�� 5VnlpLE SM. / VE SN�ALE 1 m 7 -SHEET No. c3:4 o w l STD. A H. sUlp1� S KIAZ.6 � Svd BEER/ VE5rVAL BEER/ VE m STR. #20325. 00 86.00 85.00 2 419 S.F.I ( cn WATERLINE V ee /86.20 B610 85, 65.00 /00. 00 ' cn£ND SECT/ON O A 99.20 //5.2/' 130.00' e7.00 /00.00 /00.00 /00.00 Dc SvJQCE s0 -SUBSURFACE DRAIN CONNECTION LOCATION / -�.... m C.q- - �0 -� 89.00 n o I SEE DETAIL SHEET NO. 17 • .& cn 0 �-- w rn S89 29 1/08w 695. 21'/00• 84 ® m CL STD. A(. H0204 17 N82 26 X17 -FLOOD ROUTING ARROW •7 ESD 4303 o' o g5.80 17 I 0 S L. F �- . 12l. � . srR. 0205 cuRe� N £r 57.001 J 40.00 CURB INLET N2/ /5 '39 "W54'07"W L87.00 S89 6W1LE �o'p> 121.69' S78 3109"W SCALE : f" = 50 ' TEMPORARY BENCH MARKS IQ 4) PK NAIL IN WEST FACE OF POWER POLE �t0 AT EAST EDGE OF SHELBORNE ROAD AT THE SOUTHEAST CORNER OF PHASE 2 EL. 886.56 EL. 886.56 I� 5) R.R. SPIKE IN WEST FACE OF POWER POLE AT EAST EDGE OF SHELBORNE ROAD AT THE NORTHEAST CORNER OF PHASE I EL. 890.44 EL. 890.44 8) R.R. SPIKE IN 50" PIN OAK LOCATED 250' 1 WEST 8 220' SOUTH OF THE NORTHWEST CORNER OF LOT NO. 14 IN PHASE I EL. 890.65 0 k 0 SSD #301 270 L. F SSD # 7 �•6) O -SPOT GRADE ELEVATION m m!INIMUM FINISHED.BUILDING PADEL.EVATION, 00 ' 00, -""OTS ARE WITHIN WOODED AREAS, PADS ARE TO BE BUILT BY HOME BUILDER TO I INCORPORATE EXISTING TREES IN PLOT PLAN. 1� c6 : 9w } CERTIFIED: SHEET 3 OF 17 DATE: DEVELOPMENT PLAN I I 0 Q 0 N m J N VJ M• Z vn O Ln > c w t� V) Lu 0 Z 0 0 0 oAcr �x �A JOB NUMBER I -0158A SHEET 3 OF 17 DATE: DEVELOPMENT PLAN I I 0 100' II I 2 3 4 5 6 7 II I STA. 7 + 08.35 PCHC i9 m 7 08 35' 5 + 00 589 29'10"W 6 00 7 + 00 I + 00 4 R. 235. 0 / + e � F 27 SEE ENTRANCE DETAIL ON SHEET NO. 17 3 0 - 4- - 4/J. 34 ' �CARW�N WA Y i 28 29 30 �1 0 m ; FOR CONT /NUA T / ON SEE SHEET N0. 5 4) PK NAIL IN WEST FACE OF POWER POLE AT EAST EDGE OF SHELBORNE ROAD AT THE SOUTHEAST CORNER OF PHASE 2 EL. 886.56 5) R.R. SPIKE IN WEST FACE OF POWER POLE AT THE EAST EDGE OF SHELBORNE ROAD AT THE NORTHEAST CORNER OF PHASE I EL. 890,44 8) R.R. SPIKE IN 50" PIN OAK LOCATED 250' WEST 8 220' SOUTH OF THE NORTHWEST CORNER OF LOT NO. 14 IN PHASE I EL, 890.65 NOTE: CUTS OR FILLS ARE APPROXIMATE, TAKEN FROM EXISTING GRADE AT C/L TO PROPOSED GRADE AT TOP OF CURB Q, 890 i z` 3 SCALE: I" = 50 ' C/L CURVE DATA R.= 230.00' D.= 45 00'00" L.= 180.642' C.= 176.035' CHD.BRG.= N68 00'50"W 8 +/� -/ /. 0 32 STA. 8 + 88.99 PTHC 8 PCHC C/L CURVE DATA / R.= 230,00' D.= 45 24'57" L.= 182.311' C.= 177.575' CHD.BRG.= N22 48'22"W ROAD PLAN VERTICAL CURVE DATA LENGTH 100 PVC STA, 4 + 32 EL, 884.41 PVI STA. 4 + 82 EL. 884.1 PVT STA, 5 + 32 EL. 884.4 LOW POINT STA, 4 + 82,64 EL. 884.25 0 Q 8 FOR CONT/NUA T/ ON SEE SHEET N0. 6 0� 14 O SRN 105 �^ II 00 w O \ .O CD \ r \ u oN ` 11 col �w 33 L. 10 + 71,30 I PTHC I �9 MA TCH L /NE S TA , / O -f 7-T, 30 VERTICAL CURVE DATA LENGTH 150 PVC STA, 8 + 25 EL. 887.11 PVI STA, 9 + 00 EL. 888.17 PVT STA. 9 + 75 EL. 886.09 VERTICAL CURVE DATA LENGTH 100 HIGH POINT STA. 8 + 75.70 EL. 887.47 PVC STA. 6 + 58,35 EL, 885.15 PVI STA. 7 + 8.35 EL. 885.45 PVT STA. 7 + 58,35 EL. 886.16 h j > j > J Q, Q, SL OPEt' - -D. 6/2. EX/ST/NG GRADE SLOPE t' 0.596,f SLOPE- /.4/9, LPROPOSED GRADE - 4 --- OUTLET UAlDE9C)k hV S TO STORM STiPUC7u2S - MA TCH L /NE CURVE DATA � rn 0 m - o AERHA YS =COURT k W 0 O N ma) mm CURVE DATA m m m m J (� J C' 870 PVi 0 + 00 + 50 z` 3 SCALE: I" = 50 ' C/L CURVE DATA R.= 230.00' D.= 45 00'00" L.= 180.642' C.= 176.035' CHD.BRG.= N68 00'50"W 8 +/� -/ /. 0 32 STA. 8 + 88.99 PTHC 8 PCHC C/L CURVE DATA / R.= 230,00' D.= 45 24'57" L.= 182.311' C.= 177.575' CHD.BRG.= N22 48'22"W ROAD PLAN VERTICAL CURVE DATA LENGTH 100 PVC STA, 4 + 32 EL, 884.41 PVI STA. 4 + 82 EL. 884.1 PVT STA, 5 + 32 EL. 884.4 LOW POINT STA, 4 + 82,64 EL. 884.25 0 Q 8 FOR CONT/NUA T/ ON SEE SHEET N0. 6 0� 14 O SRN 105 �^ II 00 w O \ .O CD \ r \ u oN ` 11 col �w 33 L. 10 + 71,30 I PTHC I �9 MA TCH L /NE S TA , / O -f 7-T, 30 VERTICAL CURVE DATA LENGTH 150 PVC STA, 8 + 25 EL. 887.11 PVI STA, 9 + 00 EL. 888.17 PVT STA. 9 + 75 EL. 886.09 VERTICAL CURVE DATA LENGTH 100 HIGH POINT STA. 8 + 75.70 EL. 887.47 PVC STA. 6 + 58,35 EL, 885.15 PVI STA. 7 + 8.35 EL. 885.45 PVT STA. 7 + 58,35 EL. 886.16 h j > j > J Q, Q, SL OPEt' - -D. 6/2. EX/ST/NG GRADE SLOPE t' 0.596,f SLOPE- /.4/9, LPROPOSED GRADE - 4 --- OUTLET UAlDE9C)k hV S TO STORM STiPUC7u2S - MA TCH L /NE CURVE DATA STA U. /0f7 / , 30 o e h 0 58_944 ' 0707 W °- I+ 0(, 2 KJ N - o AERHA YS =COURT k W 0 O N 34 CURVE DATA �J PVC STA. 30' B/C 886,09 50 R/W PVi 0 0 10 + 50 EL. 884 PVC STA. STA. 12 + 38.18 885.75 N + w 12 PCHC II + 25 EL, 8 35 12 + 50 EL. 886.8 C/L CURVE DATA R.= 200.00' D.= 45 24'57" 3 6 L.= 158,531' \ C.= 154,413' CHD.BRG.= N22 48'22"W � 1 n � 4 N T O ok �V \ 13 Z\� � w FOR CONT/NUA T/ ON SEE SHEET N0. 6 VERTICAL CURVE DATA LENGTH 150 KJ N - - O N VERTICAL CURVE DATA LENGTH 150 PVC STA. 9 + 75 EL. 886,09 PVi STA. 10 + 50 EL. 884 PVC STA. 11 + 75 EL. 885.75 PVT STA. II + 25 EL, 885.05 PVI STA, 12 + 50 EL. 886.8 LOW POINT STA. 10 + 74.76 EL. 884,7 PVT STA. 13 + 25 EL. 887.26 o Q 00 Q, Z J Q 890 O SL OPE- -2. 781X SL OPE- O / . 399Ar - (0 ---- -- 885 -- y_ OUTLET UNDERORAI 5 1 880 I.. TO STORM S77ZUC71IRE `V + 00 V Ih KJ N - - O N m m o m O Nm m r r7 m N (0I u7 - m - f` V m 0 fn r - I' ) o m T� (0 t0 � m m mm mm (0 rn (D Ln 0 L LO V mQ Ln v tnv U1Q mV Ln to (1 to mm r`m mr` mr` rm V)W) V V m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m J C9 J (a J CD J CD (D J CD J (.7 J CD J () J C!) J (.D J CD J CD J 0 J 0 J 0 J CD J (D (L (D u- Cl) u- 0.7 Ca_ CD r+- U u- 0.7 u- (7 li (D Ci C7 Ci 0 CL o I u- C7 tL C7 U- (7 Ci LD C>_ 0 u- C7 u- 0.7 u- i +00 +50 2+00 +50 3+00 +50 4+00 +50 5+00 +50 6+00 +50 7+00 +50 8+00 +50 9+00 +50 10+00 +50 PROFILE ROAD zc- **� (ij J 875Z� `m nQ oLAJ o m� o o t- vJ v v Lr) Lr) (D m m r� OD m m m m m m m m m m m m m m m m m m m IR J o J C.D J CD J 0 J CD (D CD (>_ co u- 870 II + 00 + 50 12 + 00 + 50 13 + 00 SCALE: 1 " = 5Vert. SCALE: I" = 50' Hori z . ,',�N ►so�►ttrrri i Al 2 No. 16156 Y S}�e f «.,IN;)IAHp , �0 1 ^" !!• lio CERTIFIED: J W Q Q N 00 m 0 Z O S2 rQ > Lp w A cr of z U J 111 3 E0 wQwU OB NUMBER SHEET 4 OF 11 DATE: ROAD PLAN a PROFILE 18 r I I I I a I FOR CONT/NUAT/ON m to SEE SHEET NO. 5 SEE SHEET NO. 4 PROPOSED GRADE - I I 43 EX/ST/NG GRADE o Q \ n L - - - - I I STA. I + 75 19 > 7 II Q, END OF PHASE I 33 � I I SLOPE- 1.4991 i II m� LZVP9kP&A/n%- 9 r rn tA td 9 250. 00' - Z W mm 0 + 00 m� ,- +OO�OSA �0� o �l .Q I 885 885 � Q, CAERHA YS °' m COURT z 00 + + P' T+ II it 18 m m m m I m 50' 1 R/W II 34 CD J 3 7 CD J Q-ZLa T I I FOR CONTINUATION 870 0u- SEE SHEET NO. 5 SCALE: 1 " = 50' TEMPORARY BENCIRdARKS 4) PK NAIL IN WEST FACE OF POWER POLE AT EAST EDGE OF SHELBORNE ROAD AT THE SOUTHEAST CORNER OF PHASE 2 EL. 886.56 5) R.R. SPIKE IN WEST FACE OF POWER POLE AT THE EAST EDGE OF SHELBORNE ROAD AT THE NORTHEAST CORNER OF PHASE I EL. 890.44 8) R.R. SPIKE IN 50" PIN OAK LOCATED 250' WEST 8 220' SOUTH OF THE NORTHWEST CORNER OF LOT NO. 14 IN PHASE I NOTE: CUTS OR FILLS ARE APPROXIMATE, TAKEN FROM EXISTING GRADE AT C/L TO PROPOSED GRADE AT TOP OF CURB VERTICAL CURVE DATA LENGTH 100 PVC STA I + 00 EL. 887.91 PVI STA I + 50 EL. 887.41 PVT STA 2 + 00 EL. 888,16 LOW POINT STA I + 40 EL. 887.71 42 41 -I '53"E 2 + 00 40 )U- I 39 38 STA. 2 + 50 RADIUS POINT SCALE: 1 " = 50 ' VERTICAL CURVE DATA LENGTH 100 PVC STA I + 15 EL. 883,59 PVI STA I + 65 EL. 883,09 PVT STA 2 + 15 EL. 883.49 LOW POINT STA l + 70.52 EL. 883.31 FOR CONT/NUAT/ON m to 1 II r N N SEE SHEET NO. 4 PROPOSED GRADE - mm EX/ST/NG GRADE o Q \ n L - - - - I I STA. I + 75 1 > 33 � ; 6 Q, END OF PHASE I 33 � I I SLOPE- 1.4991 i II m� LZVP9kP&A/n%- 7 Z W mm mm �0� o 885 m m 885 885 885 Q, CAERHA YS °' m COURT z 00 + + P' 175. 00' + )0 = S -$g 54 ' 07 " ~ ;It Q m m m m `1 m 34 CD J OUTLET LWOER19"IAIS CD J Q-ZLa CD J 30' IB/C I-fI 870 0u- y 0u- 7U SRM S7Z�[,ICTtlRES r LL CD u- OUTLET UNDERORA/AIS 50' R/W (DL0 LO Q m m m m m m m m 70 67Z)RM STRICTURES I Q) Qj m m m m �) m m 880 12 35 Nw '� 880 m FOR CONT/mm r/ ON SEE SHEET NO. 4 VERTICAL CURVE DATA LENGTH 100 PVC STA I + 15 EL. 883,59 PVI STA I + 65 EL. 883,09 PVT STA 2 + 15 EL. 883.49 LOW POINT STA l + 70.52 EL. 883.31 875 QQ m to m r N N QQ mm PROPOSED GRADE - mm EX/ST/NG GRADE o Q PROPOSED GRADE - EX/ST/NG GRADES mm mm mm 870 CD > 33 � ; 6 Q, SL OPE- - / . 001 Q, - SL OPE- - / . 00Z k Q, SLOPE- 1.4991 i � m� LZVP9kP&A/n%- �t-mr- Z W mm mm �0� o 885 m m 885 885 885 m m m m m m m m m m m m m m `1 m J CD J OUTLET LWOER19"IAIS CD J CD J CD J �,� 870 0u- (D(- 0u- 7U SRM S7Z�[,ICTtlRES L� LD LL CD u- OUTLET UNDERORA/AIS 0+00 +50 1 +00 +50 2+00 +50 2+88 (DL0 LO Q m m m m m m m m 70 67Z)RM STRICTURES I OD m m m m m �) m m 880 880 880 Lu '� 880 m 875 QQ m to m r N N QQ mm 875 mm m m m m mm mm mm 870 CD r m m y N m 0r- - "`` m 870 m� mm �t-mr- Z W mm mm �0� o CD m m m m m m m m m m m m m m m m m m m m m m m J CD J CD J CD J CD J CD J CD 870 0u- (D(- 0u- in L� LD LL CD u- 870 0+00 +50 1 +00 +50 2+00 +50 2+88 L' -W 0 QQ m to m r N N QQ mm QQ mm mm m m m m mm mm mm 870 CD L " u- 0 + 00 + 50 L' -W 0 Q n m to CD m Q uj m 0m STA. 0 + 29.91 mm m m m m mm mm mm J (7 J CD J 0 STA. 2+66.71 "`` "" 870 I +00 +50 2+00 WN 10 R.= 200.00' D.= 44 35'03" L.= 155.628' C.= 151.731' CHD.BRG.= S22 11'39"W ROAD PLANS 885 • • • 875 • m m m J 865 CD SCALE: 1 " = 50' VERTICAL CURVE DATA LENGTH 100 PVC STA 2 + 53.81 EL. 887.7 PVI STA 3 + 3.81 EL. 884 PVT STA 3 + 53.81 EL. 884.5 LOW POINT STA 3 + 12.03 EL. 884.29 FOR CONT/NUA T/ON 11 U EX/ST/NG GRADE -7 SEE SHEET NO. 4 uj 33 STA. 0 + 29.91 SLOPE- -1.394X v op / PCHC w o I 7 8 m N x �`p 7] os9QR �I STA. 2+66.71 j 2 x00 STA. I + 85.54 END OF PHASE I D.= 45 00'00" Z W �'oo PTHC = �0� o ti CHD.BRG.= U68 00'50"W �� D \ �R_ ¢ N00 05 153 "W /\ IFN m 2 + o0 8/. /7' Zn m � \ t4� y 10 R.= 200.00' D.= 44 35'03" L.= 155.628' C.= 151.731' CHD.BRG.= S22 11'39"W ROAD PLANS 885 • • • 875 • m m m J 865 CD SCALE: 1 " = 50' VERTICAL CURVE DATA LENGTH 100 PVC STA 2 + 53.81 EL. 887.7 PVI STA 3 + 3.81 EL. 884 PVT STA 3 + 53.81 EL. 884.5 LOW POINT STA 3 + 12.03 EL. 884.29 m co m SCALE: 1 " = 50 ' R.= 200.00' FOR CONT/NUAT/ON D . = 45 24'57" SEE SHEET NO. 4 L . = 158.531' C.= 154.413' I\ CHD.BRG.= N22 48'22"W n $ STA. 13 + 96.71 \ PTHC 8 PCHC N Z� 130 38 o- z� � 7 x 1 VO .• V � x aOO Oh p2 5 R ,'oo. T, R IT ° I ; 09 1 PROPOSED GRADE 11 U EX/ST/NG GRADE -7 uj SL OPE- -O. 6OAr k 0 SLOPE- -1.394X v 0 w m 15 14 C/L R.= CURVE DATA 200.00' D.= 45 00'00" UMDEIeDR.4l L.= '� C.= 153,074' CHD.BRG.= U68 00'50"W m � Z v O 0 m m in v m m OD fl- mcD amu; (DL0 LO Q m m m m m m m m m m m m OD m m m m m m m m m m m Lu m m co m SCALE: 1 " = 50 ' R.= 200.00' FOR CONT/NUAT/ON D . = 45 24'57" SEE SHEET NO. 4 L . = 158.531' C.= 154.413' I\ CHD.BRG.= N22 48'22"W n $ STA. 13 + 96.71 \ PTHC 8 PCHC N Z� 130 38 o- z� � 7 x 1 VO .• V � x aOO Oh p2 5 R ,'oo. T, R IT ° I ; 09 1 o 11 U O� uj Qy 0 0 (-'Q Q m 15 14 C/L R.= CURVE DATA 200.00' D.= 45 00'00" L.= 157.080' C.= 153,074' CHD.BRG.= U68 00'50"W STA. 15 + 53.79 PTHC 8 END OF PHASE J VERTICAL CURVE DATA LENGTH 200 PVC STA 15 + 50 EL. 888.64 PVI STA 16 + 50 EL. 889.25 VERTICAL CURVE DATA LENGTH 150 PVT STA 17 + 50 EL. 887.5 PVC STA 11 + 75 EL. 885.75 HIGH POINT STA 16 + 1.78 EL. 888.8 PVI STA 12 + 50 EL. 886.8 PVT STA 13 + 25 EL. 887.26 / EX/ ST/NG GRADE --- PROPOSED GRADE � 8 8 5SL OPE- 0.6/25 ••• 875 • CD LL 865 0+00 +50 I +00 +50 2+00 +50 3+00 ROAD XPROFI LES 8 8 5- - - - - - - - - c%UPERPRA/Al 885 - Q 880 880 k. LQ Lkj J 875 875 0 0 N C t(7 n m 0 In M r' -((O m OD 03 mti mm mm mm mm L m m m m m m m m m m m m m m m m m m m m m m m m m m m m J CD J (D J 0 J CD J (D J CD J Q870 "L, "LZ CDu- (D u- (DU' 6U' 870 13 + 00 + 50 14 + 00 + 50 15 + 00 + 50 16 + 00 SCALE: 1" = 5' Vert. SCALE: P'= = 50 ' Ho r i z . `,ttt1t�1{1tlt/Ilfffl ge j�'��~ ur✓.'/ SII No. ' 16136. c We of EE�T&E: w D o 11 U Lu Q uj 0 cr.1Ej 0 0 (-'Q Q m m � Z O Lu m a z LL 11 U Lu Q uj 0 cr.1Ej ui 0 (-'Q Q (7 JOB NUMBER Stq A SHEET 6 OF 77 DATE: ROAD PLAN a PROFI 0 r 4'CONC. WALK - i NOTE : FOR 30' PAVEMENT 50' R/W 25' 13' ('5')' i 1 _ 13' ` GRADE IN PROFILE DENOTES CURB GRADE SHOWN GRADE (s 1L. IN PROFILE DENOTES 2 II' (2)+ II'~THIS POINT , 2 1/4" PER FOOT 1/4" PER FOOT RIP— r O CONC ROLL CURB AND GUTTER 12• 4:I MAX SLOPE r 1/4" PER rT. WN. 4 CONC. WALK PIPE UNDERDRAIN PIPE UNDERDRAIN (SEE DETAIL) r• SURFACE ti n OR 3" BINDER # 9 g TYPE 0 CCM AGGREGATE SASE PREPARED SUBGRI NDIANA DEPT. OF STANDARD SPECIF SEC. 207 NOTES )_ 3" MIN. TOPSOL AND MULCHED SE=CNG( OR 500) REQUIRED N ACCORDANCE WITH SECT. 621 OF I.D.O.H. SPECIFICATIONS 2- TACK COAT IS REQUIRED BETWEEN EACH LAYER OF BITUMINOUS MATERIAL.( MATERIAL S METHODS OF CONSTRUCT10" AJ ACCORDANCE WITH SECT. 409 OF THE THE STAND AR15-"SPECIFICATIONS, I.D.O.H. TYPICAL STREET CROSS SECTION FOR LOCAL STREETS (50' R/W) O APPARENT R/W ---220' I `EXISTING PAVEWU PROPOSED WIDENING PREPARED SUBGRADE R/W N.T. S. FUTURE WEST R/W UNE ilk 2 ENTRANCE IMPROVEMENTS SHELBORNE• ROAD — - -- / N.T. S. (1") NFW SURFACE COURSE— EXISTING PAVEMENT PAVEMENT WIDENING BITUMINOUS BINDFR (4 ") COMPACTED AGGREGATEK COMPI'1CTED AGGREGATE (4 ) SIDr£ SLAf'E Conc. Curb O A, .r r. # 8 Washed Gravel tmin.i ^ Mln. AGGREGATE S`lC1ULDER(7") PREPARED SUBGRADE Pavement I' 4� "' CpNC, SDWLK. fV — � S MINIM INSTALLATION REQUIRED: ---.. N Both Sides of Pavement �O ■..-. } m Runnina Longitudinally from the Low Point to t0 -High Points as Shown in Road Prptiles. P 0 z` PIPE UNDERDRAIN DETAIL 4 N. T S. 45" NOTE: Contraction Joints t3ENEf2FaL NUTES 20' on centers. 1. Lltility Locations - A 1 1 existing utility depths and locations shall be verified in the field by TOP OF CURB ;� t_hr- Cori trartor he fore beginning construction. It ELEVATION / ti 3500 P.S.I. steaII be the Contractor's responsibility for IOF' S01L oc CONCRETE ntifiation and oconstruction Cordination of al I costructin - —� - with the respective utility companies. -� LOW Ut.iIity Irenr_hes - Sha11 be sheeted arid braced as necessary to protect workmen and adjacent structures. All trenc ties shall be in accordance HAGI(IILL - ►`G t� , rr �� �`` I s with US110 standards to protect workers. A�% Materials and Workmanship - For items called for or -1 this nl'-in shall meet the recruirements of the CO10IA(;11_U EXTEND AGGREGATE 1.908 Indiana Department of Highways Standard l SUBGRAD(: BASE UNDER CURB Sr)ec i f .ic a t ions. r• 4. Installation - It is essential that the work to be 21n done in conjunction with this project br- installed accord.inq to these specifications. Phe Engineer will be renuired to certify to certain portions of CONCRETE ROLL CURB DETAIL 5 this ornJer_t upon completion. 7her-efore, it is necessary in order to obtain approval arrd NTS. acceptance from the Clay Township Regional Waste District that construction was done in compliance with these olans and specifications. 5. Conflicts - In the event of conflict between the plans and -'pec.ificati.ons, the following priority should c.10vr'r n : 6" A. flans NOTE : Contraction Joints TOP OF CURB U. Specifications l0' on centers. ELEVATION C. Referenced spec.if ications, i.e. IDUH, .;.•.:••••.o.,.•,. [UEI''I, AS -1I1, Clay Towrrshiu Req.ianal Waste District (C.T.R.W,D. ), County, and 2 R State. 3" TOPSOIL b. Bench Marks - carefully maintain all bench marks. p..'. monuments. and other reference points; if :•; :. �' .•p: disturhed or destroyed. replace as directed. 7, CONCRETE CURB DETAIL O N.T.S. 4 too to VOri e S See Safe Plan) �" ._� �� •tf1••• „ULe • • Ovd�if �`` }S' t{?���1S2r Zj �� Note: Cv,► Ir ochorr Join/3 5 IOr7c Rerj'd evv y 5' Expansion joints every CONCRETE SIDEWALK DETAIL 7 N.T S. EYP. roxr W/ PREMOLD,ED / F/LLER RECESS�ED if" FRD�M f y SURFACE .: .• -•'. PR.E FO.PMED EXPA�t/S/ON TYPICAL EXPANSION JOINT ronvr MArE'fi'/AL_ CORNERS ROUNDED W/rl4 EDG/NG 7VOL 'x 4&e' rnotED Jvpvr TYPICAL CONTROL JOINT SIDEWALK JOINT DETAIL 8 NTS. —ZOO PAVEMENT SPECIFICATIONS: 1. All pavement. materials and methods of construction shall meet all applicable standards and specifications of Hamilton County. 2. Contractor shall stamp or scribe curbs at all lot service crossing for future location. This shall include sari itary sewer, service laterals, subsurface drainage laterals and water service locations. ,00vemcn/� bo/%m afCurb /1-017.9 ve/se ex oons�on , jDin�s /ions ve115c c0/7//Z;Cfion _/profs TYPICAL CURB JOINT DETAIL 9 N. T. S . .•I obolCr xosernb/ 'SCC 4f /n. 6 'X c'W `x O. O/urn%n in w!/h o'oudie 1�cCo' s//vc� 7 �f/ecro�ircd bOC.tgg�ouno' ,oCr SlOnO'oi-o' .SC 7/2• i0/7.'o� 4~b/oCif' ooP,7vc /cffc� � G c%onZ;cl .61917 �a1 ,OCA S/Ono'oiv' SACC✓/% C1�1//0✓� .Scc. 909. /¢/oJ •,, r .,• . ,, 10 Ado�fc� 4 b/y T 3600 PS/. Conc. Side slopes varies � I uniformlv to a maximum of f'►ace Expansion Joint al back (I I I u I 4/fl. of qutter line. —1 of curb line or a1 sidewalk C Ranlp / line. I I All Desirable ra Slope 1'r fl. Maximun 1 11 2�Pff. Pavement Ramp Sidewalk PLAN VIEW 4r► varies Width varies SECTION A -A 4' min. . WI 1111111 I II I L I I Contraction Joint (Typ.) " SECTION B -B III III IIIII IIIII111111111I1 11111 III SECTION C -C SIDEWALK RAMP DETAIL II N.T.S. fl (D �I N I� I� TYPICAL STREET SIGN DETAIL 10 N.T.S. JTi H ENTRANCE DETAIL 12 N.T.S. r. W `','����ee .41 fkfo r =I. No. 16156 lk v stats of 4011A Ar CERTI ED: J LLJ .--.. MINIM ---.. ■..-. } m h Q U) 2 , ,00vemcn/� bo/%m afCurb /1-017.9 ve/se ex oons�on , jDin�s /ions ve115c c0/7//Z;Cfion _/profs TYPICAL CURB JOINT DETAIL 9 N. T. S . .•I obolCr xosernb/ 'SCC 4f /n. 6 'X c'W `x O. O/urn%n in w!/h o'oudie 1�cCo' s//vc� 7 �f/ecro�ircd bOC.tgg�ouno' ,oCr SlOnO'oi-o' .SC 7/2• i0/7.'o� 4~b/oCif' ooP,7vc /cffc� � G c%onZ;cl .61917 �a1 ,OCA S/Ono'oiv' SACC✓/% C1�1//0✓� .Scc. 909. /¢/oJ •,, r .,• . ,, 10 Ado�fc� 4 b/y T 3600 PS/. Conc. Side slopes varies � I uniformlv to a maximum of f'►ace Expansion Joint al back (I I I u I 4/fl. of qutter line. —1 of curb line or a1 sidewalk C Ranlp / line. I I All Desirable ra Slope 1'r fl. Maximun 1 11 2�Pff. Pavement Ramp Sidewalk PLAN VIEW 4r► varies Width varies SECTION A -A 4' min. . WI 1111111 I II I L I I Contraction Joint (Typ.) " SECTION B -B III III IIIII IIIII111111111I1 11111 III SECTION C -C SIDEWALK RAMP DETAIL II N.T.S. fl (D �I N I� I� TYPICAL STREET SIGN DETAIL 10 N.T.S. JTi H ENTRANCE DETAIL 12 N.T.S. r. W `','����ee .41 fkfo r =I. No. 16156 lk v stats of 4011A Ar CERTI ED: J LLJ } m h Q U) 2 , O o N w a y a Q ca- � J In ►- A J Q Q U a -LU W 0 w 0 - rLL 0 V ULLJ LU T�Q_ p ••CL• D'N__5 JOB NUMBER 1-0 158A SHEET 7 OF 1 7 DATE: STREET DETAILS AND SPECIFICATION S SANITARY SEWER CONSTRUCTION NOTES: 1) ALL CUTS ARE TAKEN FROM THE EXISTING GRADE TO THE PIPE INVERT 4) PK NAIL IN WEST FACE OF POWER POLE AT EAST EDGE OF SHELSORNE ROAD AT 2) ALL STATIONING FOR SERVICE CONNECTIONS THE SOUTHEAST CORNER OF PHASE 2 IS FROM THE NEAREST DOWNSTREAM MANHOLE EL. 886.56 3) WYES 8 LATERIALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED 5) R.R. SPIKE IN WEST FACE OF POWER POLE 4) LATERIALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL AT THE EAST EDGE OF SF PHASE ROAD AT O EXTEND 5' PAST THE RIGHT OF WAY LINE (PROPERTY LINE) THE NORTHEAST CORNER OF PHASE I EL. 890.44 5) CONTRACTOR SHALL PUT TEMPORARY PLUGS IN THE PROPOSED SEWER AND DROP AT MANHOLE 4#MR-2 WHILE NEW SEWER IS UNDER CONSTRUCTION. 8) R.R. SPIKE IN 50" PIN OAK LOCATED 250' WEST 8 220' SOUTH OF THE NORTHWEST CONTRACTOR SHALLNOT ALLOW WATER FROM NEW SEWER CORNER OF LOT NO. 14 IN PHASE 1 CONSTRUCTION TO ENTER EXISTING SEWER MAIN. PLUGS SHALL EL. 890.65 BE REMOVED PRIOR TO TESTING AND ACCEPTANCE. 4 STR.#MR-2 STR.#101 11 STA. 0+00 STA. 1+84.00 EXISTING DROP M. H. STD. M. H. FOR CONT/NUAT/ON SEE PHASE NO. 2 C3 I I III 60 I v► II 1 II 48 47 Q III �I I I III 35 ll � I I II ST UH OUT I PIPE LEN GT H SAN /TAK Y ESI�'I T. > I I III (PLUG SEAL) -4- WYE 8 LATERAL I 1) III !0 P/ISE 0+70 Wi I WYE a LATERAL /+70 +00= 1 +00 2 00 3+00 4 + TEMPORARY BENCH MARKS: 18" CONCRETE SANITARY 5EWER SY "CLAY TOWNSHIP REGIONAL WA5TE WSTR)CT W,IIMI ndlll SCALE: f" = 50' SANI TARY SEiYER PLAN STR.#102 I STA.4+04.00 STD. M. H. STR.#103 11 STA. 5+94.00 STD. M.H. 9 it 10 35' SANITARY E5 WYE 8 L A TERAL 0+40 \ -� /0, ((."PIPE) W YE A TERAL WYE 8 L A TERAL /+60 0+80 05L OE _ OR % V�- - - -_ 6 + 00 v- �II IIII it III II / Ga' (G" PIPE-) WYE 8 LA TERAL - III 11Q II III \ 0460 III I I�/ un cwn 8 / 61II ( 73 II = _ II i a- ( 3 3 II► II I II III � L / FOR CONT/NUA T/ ON l SEE PHASE NO. 2 FOR CONTINUA T/ ON SEE SHEET NO. 9 NOTE: CONTRACTOR SHALL VERIFY ELEVATION AND LOCATION OF EXISTING SANITARY SEWER STUB BEFORE BEGINNING CONSTRUCTION. Q. 0 0 N I 00 cr OZ �t O t - OC a - H I- X fn fn W C. -883. 00 NOTE: CONTRACTOR SHALL PROVIDE COMPACTED BACKFILL (FULL DEPTH) FOR FUTURE STREET CROSSING. 1 11� 0 COMPACTED -z/ 0 c-- 0 5F.Aaw O O - 06' OF 8" P/PE AT 0. 42 In 87 O O �= <0 (f) � I + PHASE - PHASE 1 N co m co m to m c v m m m m r� m m m 875 m m cr. m m � QO m <p m � m � cn U) J J to cn J J PROPOSED GRADE -� J T. C. -885. 30 J J J INV = 872. OQ T. C. x885. 30 (D 0 6+00 +50 7+00 +50 8+00 +50 9+00 + 50 10+00 +50 1 86 II + 00 + 50 12 + 00 + 50 13 + 00 + 50 14 + 00 + 50 15 + 00 1 11� 0 COMPACTED -z/ /NV. -873. G c-- STORM 5F.Aaw O +� 06' OF 8" P/PE AT 0. 42 In 87 BgCKF/LL ( <0 (f) � I m O - N co m co m to m c v m m m m r� m m m 875 m m o m m m m m m m m m m m m m J J J J J J J J J J J J J INV = 872. OQ 0 (D 0 6+00 +50 7+00 +50 8+00 +50 9+00 + 50 10+00 +50 1 86 II + 00 + 50 12 + 00 + 50 13 + 00 + 50 14 + 00 + 50 15 + 00 SCALE: I" = 5' Ye r t . SCALE: 1" = 50' Horiz. ( 5EC- NE) O /NV. -870. dra / /NV. -1970,51,,/NV. X87 1.4-F \ /NV. =869.00 1� / 870 I /84 OF 8" PIPE T O.i9r 220 OF 8" PIPE AT 0.421 1 0 ro m m n m IT m m m m m m m In m m nQLo m m m m m m J J 865"LD OI 00 +50 1 +00 +50 2+00 +50 3+00 +50 INV. _ .80 /NV. -87I. 59 /NV. -872. 39 /90, OF 8" P/PE AT O. 4l mco c m m m m J J J J CD 0 61 4+00 +50 5+00 +50 T. C. -885.30 1A STUB OVT I PIPE II I II LENGTH (PLUG, 3 SEgL) II I II 051 ( "PIPE) WYE 8 LATERAL 3+30 I ID 76 STR . # I O6 WYE 8 LATERAL II I II II I II II 96 3+/o STA . 1 4+ 75 .00 I - II I II STD. M. H. +IIII FDR CONT/NUAT/ON SEE SHEET NO. /O 071 i W 8 III I it I II WYE 8 LATERAL 75 I 2+40 I STR . # 104 I I 10' ( "PIPE) I I II I II WYE 88�LATERAL II STA.8+00.00 97 2400 I STD. M. M.H. I� I III�f I PHASE 3 $ 40 (671,PlPE) WYE 8 L A TERAL /+40 74 PHASE I / I 13 / 12 15S SANITARY Esr-I'r. -!O (6"PIPE) - WYE 8 L A TERAL /+90 CARW /N/ ON WA Y WYE 8 L A TERAL W YE 8 L A TERAL 0+20 /400 34 COMPACTED BACKFILL STORM SE Eg /NV. 8 -id. 00 35 Ex/STING GRADE 36 IO /(b PIPE ) WYE 8 LA TERAL 1 /' 0+40 II J W Z FOR CONT/NUA T/ ON SEE SHEET NO. IO .35' SAN I TARY Esr-IT. 15 16 0 0 In + = + O PHASE 1 PHASE 3 � T. C. -888.20 I I STR.#105 i STA.11+25.00 STD. M.H. 0 /NV. =873.59 0 - /NV. -873. G to O_ � O +� 06' OF 8" P/PE AT 0. 42 In 87 325' OF 8" PIPE AT 0.4Zr <0 (f) i T. C. -887. 00 T. C. -885.30 1A STUB OVT I PIPE II I II LENGTH (PLUG, 3 SEgL) II I II 051 ( "PIPE) WYE 8 LATERAL 3+30 I ID 76 STR . # I O6 WYE 8 LATERAL II I II II I II II 96 3+/o STA . 1 4+ 75 .00 I - II I II STD. M. H. +IIII FDR CONT/NUAT/ON SEE SHEET NO. /O 071 i W 8 III I it I II WYE 8 LATERAL 75 I 2+40 I STR . # 104 I I 10' ( "PIPE) I I II I II WYE 88�LATERAL II STA.8+00.00 97 2400 I STD. M. M.H. I� I III�f I PHASE 3 $ 40 (671,PlPE) WYE 8 L A TERAL /+40 74 PHASE I / I 13 / 12 15S SANITARY Esr-I'r. -!O (6"PIPE) - WYE 8 L A TERAL /+90 CARW /N/ ON WA Y WYE 8 L A TERAL W YE 8 L A TERAL 0+20 /400 34 COMPACTED BACKFILL STORM SE Eg /NV. 8 -id. 00 35 Ex/STING GRADE 36 IO /(b PIPE ) WYE 8 LA TERAL 1 /' 0+40 II J W Z FOR CONT/NUA T/ ON SEE SHEET NO. IO .35' SAN I TARY Esr-IT. 15 16 0 0 In + = + O PHASE 1 PHASE 3 � T. C. -888.20 I I STR.#105 i STA.11+25.00 STD. M.H. SANITARY SEWER 0 /NV. =873.59 0 /NV. -873. G to co i O +� 06' OF 8" P/PE AT 0. 42 87 325' OF 8" PIPE AT 0.4Zr <0 (f) cf) cf) T. C. -887. 70 m SANITARY SEWER /NV. =873.59 /NV. -873. G ' /N B7 .83 06' OF 8" P/PE AT 0. 42 87 325' OF 8" PIPE AT 0.4Zr m O Q - NQ N m O - O co m co m to m c v m m m m r� m m m m m m m o m m m m m m m m m m m m m J J J J J J J J J J J J J 01 0 (D 0 6+00 +50 7+00 +50 8+00 +50 9+00 + 50 10+00 +50 PROFILE /NV. -876. 73 INV. -875.25 w oq- ~Q Lo o � } v m J 0 Z 7 0 Ir - 0 0 Lu 2 A W T� W i1 writ w Z V 1- W Yv \ �,-4 <� Q oA ox �oi 58A SHEET 49 OF 17 11 DATE: SANITARY SEWER PLAN &PROFILE ' /N B7 .83 87 350 ' OF 8 " PIPE A T 0. 42x O O n o u) n u) u') o mm m m m m m m m m m m m m co m m m m m m m m n m m J J J J J J J J J CD � 86 II + 00 + 50 12 + 00 + 50 13 + 00 + 50 14 + 00 + 50 15 + 00 SCALE: I" = 5' Ye r t . SCALE: 1" = 50' Horiz. w oq- ~Q Lo o � } v m J 0 Z 7 0 Ir - 0 0 Lu 2 A W T� W i1 writ w Z V 1- W Yv \ �,-4 <� Q oA ox �oi 58A SHEET 49 OF 17 11 DATE: SANITARY SEWER PLAN &PROFILE B ri A i a PHASE 3 1 PHASE 1 14 15 16 � l5'(6"PIPE) WYE 8 LATERAL O\WYE 8 LATERAL /t60 00 0+60 1 2 + 00 1� \� Z� 0+00 -1 + - W oLAJ \ 13 STR.#105 STA. 0+00 STD. M.H. to 0 a) 890 / - -- TREW /THEN L A WYE 8 L A TERAL /+30 - �A � ll Z 36 \O \ Z � 1 \ n -c 1 FOR CONTINUATION SEE SHEET N0. 8 17 19 -55 SAN I7Pc2Y ESMT. IO' ((0" PI PE) 10' ((o"PIPE) to' (�" P I PE) - WYE 8 L A TERAL WYE 8 LA TERAL 0 WYE 8 L A TERAL 2t60 3+60 o 0t80 3+00 Am 4+� _ 5+00 I g -- GO'GF' PIPE WYE(8 LATERAL /+20 4 3 RAL 0 5 0 n +Qz +/0 N �161 I WYE 8 LATERAL 38 WYE 8 ATERAL yl 2t20 l 42 l0' ( ` PIPE) \ STR . # 124 ___ ---- ----- -- ll STA.3+80.00 STD. M.H. 8 STA.O+00 39 SANITARY SEWER CONSTRUCTION NOTES: I) ALL CUTS ARE TAKEN FROM THE EXISTING GRADE TO THE PIPE INVERT 2) ALL STATIONING FOR SERVICE CONNECTIONS IS FROM THE NEAREST DOWNSTREAM MANHOLE 3) WYES AND LATERIALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED 4) LATERIALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND 5' PAST THE RIGHT OF WAY LINE (PROPERTY LINE) z TEMPORARY BENCH MARKS: Rif 4) PK NAIL IN WEST FACE OF POWER POLE AT EAST EDGE OF SHELBORNE ROAD AT THE SOUTHEAST CORNER OF PHASE 2 SCALE: 1" = 50' EL. 886.58 5) R.R. SPIKE IN WEST FACE OF POWER POLE AT THE EAST EDGE OF SHELBORNE ROAD AT THE NORTHEAST CORNER OF PHASE 1 EL. 890.44 0 875 O m m co J ZO� C ' WYE 8LA TERAL \t95 I WYE 8%LATERAL 2+70 zO' (�" PIPE / 41 L A TERAL 3t30 40 STR.#126 STA.3+30.00 STD. M.H. 20 1 21 Il WYE 8 LATERAL WYE 8 LATERAL / t80 2+60 20 ' ((n "P/PE 6 + pp \A TERAL 6+95 3 \ 1 FOR CONTINUATION 44 SEE SHEET NO.9 �.w.n WEST S 220' SOUTH OF THE NORTHWEST V 0 = O C0RNER OF L0T NO. 14 IN PHASE I N (D- N 6 + 94.61 CC) 37�/t/0 Q LATEWYE 8 F- EXISTING GRADE r0 ' (W' PIPE ) (n (n7 T. C. -889. 70co a U) cf) PROPOSED GRADE - 5s' 9/x.1 iTP2Y C. =884.20 01 1 3 PROPOSED GRADE 7 EXISTING o�olli 0 n +Qz +/0 N �161 I WYE 8 LATERAL 38 WYE 8 ATERAL yl 2t20 l 42 l0' ( ` PIPE) \ STR . # 124 ___ ---- ----- -- ll STA.3+80.00 STD. M.H. 8 STA.O+00 39 SANITARY SEWER CONSTRUCTION NOTES: I) ALL CUTS ARE TAKEN FROM THE EXISTING GRADE TO THE PIPE INVERT 2) ALL STATIONING FOR SERVICE CONNECTIONS IS FROM THE NEAREST DOWNSTREAM MANHOLE 3) WYES AND LATERIALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED 4) LATERIALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND 5' PAST THE RIGHT OF WAY LINE (PROPERTY LINE) z TEMPORARY BENCH MARKS: Rif 4) PK NAIL IN WEST FACE OF POWER POLE AT EAST EDGE OF SHELBORNE ROAD AT THE SOUTHEAST CORNER OF PHASE 2 SCALE: 1" = 50' EL. 886.58 5) R.R. SPIKE IN WEST FACE OF POWER POLE AT THE EAST EDGE OF SHELBORNE ROAD AT THE NORTHEAST CORNER OF PHASE 1 EL. 890.44 0 875 O m m co J ZO� C ' WYE 8LA TERAL \t95 I WYE 8%LATERAL 2+70 zO' (�" PIPE / 41 L A TERAL 3t30 40 STR.#126 STA.3+30.00 STD. M.H. 20 1 21 Il WYE 8 LATERAL WYE 8 LATERAL / t80 2+60 20 ' ((n "P/PE 6 + pp \A TERAL 6+95 3 \ 1 FOR CONTINUATION 44 SEE SHEET NO.9 �.w.n WEST S 220' SOUTH OF THE NORTHWEST V 0 = O C0RNER OF L0T NO. 14 IN PHASE I N (D- N 6 + 94.61 CC) 0 Q F F- EXISTING GRADE F- (n (n (n7 T. C. -889. 70co Un PROPOSED GRADE T. C. =888.20 T. C. =889. 70 U) cf) PROPOSED GRADE - 0 C. =884.20 01 1 o PROPOSED GRADE 7 EXISTING o�olli (n fn T. C. -889.70 N. co 8 I 8 Xlr /NV. -876. 50 /NV. =874. 00 M COMPACTED INV. -876.60 !NV. = 87 .59 250 ' OF 8" PIPE 4 T I. OO.i' 00, I IOMP N If3ACKFlLL0000 ACKFI L Q Ln v m m m m m m m m m m /1 I NV. a 882.76 II 1 INV. 878.80 330 ' OF 8" 1 4--m-,INV.=883.00 v m O i N O O m CID m m m 00, z XZ Z 00m m m m m m m J J J J 0011 - ----------- J Ca 6 U' 6U' 0 .40 INV 878.50 INV. = 878.70 /NV. =876.20 INV. = $ 5.05 380' OF 8" P/PE 4 T 0.605;;' 3/5OF 8" P/PE AT 1.36556 �p L0 m N (O O N N O O OD ti OD ac m m CO a) m t0 ti m m m m m m m m In m m m m m 0 m m O m m O m m 0 m m O m m J J J J J J J J J J J J J J CJ 6 U' 0 LD CD U' U' U' 870 p+pp +50 H 22 23 STR.#125 STA.6+95.00 STD. M.H. SANITARY SEWER PLANS U) Z V 0) N C0 Q � � a) U) U) 890 890 885 885 880 880 I INV=878.80-1 878.80-1 1 875 870 875 LO a) 03 J 870 CD OX + 5U G + uu + ou 6 + 00 + 50 6 + 94.61 CC) 0 SANITARY SEWER N Q OC Q U) cf) PROPOSED GRADE EXISTING GRADE 0 C. =884.20 I PROPOSED GRADE 7 EXISTING GRADE (n fn T. C. -889.70 T. C. -889.80 co 8 I 8 /NV. -876. 50 /NV. =874. 00 INV. -876.60 !NV. = 87 .59 250 ' OF 8" PIPE 4 T I. OO.i' IOMP N C ACKFI L Q Ln v m m m m m m m m m m /1 I NV. a 882.76 p INV. =878.50 330 ' OF 8" PIPE AT /.29190 v m O - N O O m CID m m m co m 00m m m m m m m J J J J J J J Ca 6 U' 6U' 0 LD 1 + w + 5U G + uu + ou 6 + 00 + 50 6 + 94.61 u t w ou SANITARY SEWER F)."'OFILES I + 00 + 50 2 + 00 + 50 'ql .dlll�l SCALE: 1" = 50' STR.#122 4 STA.2+50.00 II STD. M.H. FOR CONTINUATION ST'U13 OUT I P1 P&- LENGTH SEE PHASE NO. 3 (PLUG SAL ) 104 �11 1 - 1 P 5 \1 IO (�P/ E, II I II 'I I II WYE 8� L A TERAL 2+/0 IIIII' IIIA+ \ 98 I 8 105 Il /t90 WYE 8 A TERAL I II I ss' c. Pi II I Il PHASE 3 PHASE I I I + 12 WYE 8 L A TERAL 0t70 I /0,( PIPE) BS' s AI -4 TA4�N r �M r - oco J2 CARW / N I ON WAY (1 y QZ� W 34 35 33 H Q � 890 L- 875 875 870 3+00 3 + 29.56 0 cr U) ..• 875 • J 865 STR.#104 STA. 0+00 STD. M.H. 0 PHASE 1 m44 )Nmw PHASE 3 0 :e 75 870 865 0+00 +50 1 +00 50 2 +00 + 00 SCALE: 1" = 5-' Vert. SCALE: 1" = 50' Ho r i z . W Q � D � C m � L) c� r1 Z oLu Q c 4 g zCD w a a0 JOB NUMBER T 0158A SHEET 10 OF 1/ IIIDATE: SANITARY SEWER PLAN � PROFILE 0 N l 0k N Q OC Q U) cf) PROPOSED GRADE EXISTING GRADE T. C. =885. 30T. C. =884.20 I I I 8 I 8 /NV. -876. 50 /NV. =874. 00 INV. -876.60 !NV. = 87 .59 250 ' OF 8" PIPE 4 T I. OO.i' O m Q Ln v m m m m m m m m m m p :e 75 870 865 0+00 +50 1 +00 50 2 +00 + 00 SCALE: 1" = 5-' Vert. SCALE: 1" = 50' Ho r i z . W Q � D � C m � L) c� r1 Z oLu Q c 4 g zCD w a a0 JOB NUMBER T 0158A SHEET 10 OF 1/ IIIDATE: SANITARY SEWER PLAN � PROFILE (3ENERAL_ NUTE_S 1. UtiIir-.v L_ocat.icorrs - /all exi(stirlu utility deaths rand, Iocart.iorl SIlaI I he vE-ri.fied in the field by Ihp ConIt. rac t c)r he fore he(I j ran ing rorrstruc tion . I t. shat I be the I- cintrartc)r's responsibility for n(at.ificaiti(nn and (_'.no rdirration of a1.1 construction v)i t tt,e r~c=nFr:tjve (Itil ity companies. 1. Ut i 1 i. t_V -1 rrr(r- ties - 1-3ha 1 1 11 shoe tF>d acrd brar_ed as necess,'ary to, nrotect wnrk(Ti en and ad,)ac_ent s true tt_tre' A l l t_r rric:hes shall Lie i n accordance with USHA sl.aridarder to nr i.rtect wcirker s. hlIter-i.11.s :aIId Won{:«rarr,htn - Por itpais called for on this nlan ,hal l meet tha rnou.irernents of the 19£-18 1rid iaiia UPnart(nerlt. cif Hi(ihw.�vs :;t:andard 5riecif icaticmis. 4. Installation - It is essential that the work to be done iri conjurictinn with this Droipct be installed ac(ording to these sAec.ifir_alion rhe L-ngineer will be r ptitrtrpd to cprtifv to certain portions of this nrniecIt- un(: -)n uornnlrtion, Ihnrefore , it is neC PSsit' V i n order tr-) Obtain aDrarova1 and arr:Pntarrr_ e f r (,m the r:l av I ownshi n Rea inna l Waste 1)ist.ri.ct that rnn,trurtinn wr-As rionr? in comnliance with these plans and specifications. 5. Conflicts - It the rvpnt of conflict between the glans and-,rPcificatjuras. the following Or-iority should govFrn: 44. 13. 5Dec ifications t:. Referenced sDeclflcatloras, i.e. IDOH, IDEI.1, 051M. Clav Townshiu Regional Waste I)itrict (C.-I.R.W.D.), County, and State. 6. Hench Marks:, - carefully maintain all bench marks. rnnn(Imr_?nts, and other reference no.intT. if rlistrirhed or destroved, replace as directed. SANITARY SEWER SPECIFICATIONS: A. CONSTRUCTION - 1. Standard specifications of the Clav Waste District and the Indiana DeDartment of Environmental Management (I.D.E.M.) shall apply for all work and materials. 2. The Contractor shall be responsible for verifving that all State Hichways. City and County permits have been obtained by develoDer prior to start construction. _. The castino elevations are set by plan. However, the castings may be adjusted in the field by the Engineer's representative should a aiscrepancv occur between, clan grade and existinc Grade. New manhole rino and cover shall be installed to establish oraae. 4. Water and sewer line crossinos and separations shall be in accordance with Ten States Standards as shown on the Detail. a. Horizontal Separation Sewers snail be laid at :east i;, feet (3.0m) norizontally from any existing or Dr000sec water main. The distance shall be measured edoe to edoe. b. "ross;ncs Sewers snail be :aid to Drcvyoe a minimum vertical distance of lei incnes IcIT, i between the outside Of the water -air an_. the outsioe mt the sewer. Trhis Eno:: be the case wnere the water main is either anove or oelow the sewer.This snal: be the case where the water main is either above or oeiow the sewer. -he crossinc snail De ar•-anced so tnai the sewer joints will be eoula:stant and as fa- as possible from the water main 'dill=-. Where a water main crosses unoer a sewer. concre_e encasement 5ho:1 be D-gvloec for the sewer tc, prevent camacie to the water main. C. Special Conditions When it is imDossible to obtain Drooer horizontal and vertical separation as stipulated above, the sewer shall be designed and constructed eoual to water pipe and shall be pressure tested to assure water tightness Drior to backfilling. 5. No water shall be Dermitted to flow into the sanitary sewer system. Contractor shall utilize a Dumb to keep the water level below the DiDe. Pump discharoe snail be directed to a storm outlet. S. MANHOLES/CASTINGS - 1. All sanita-v manholes shall be "Drecast concrete" manholes _;n accordance with ASTM -C478. Number 8 stone sna l be usee as a levelling bed unoer manholes. All connections to existlno manholes shall be core drilled. 3. All DiDe oceninos in mann•^les, including latera__,, shall be _tted with ruDDer rines or caskets. 4, -he tvDe new manncie rirc and cover shall oe as soecifiec on the stancare detail sheet of these Dians. B•smatic Coating spall be aDDiieb around each manna:e joint from 6" at)Ove to 6' below each joint. - ne inside _points. small be fined ano rubbed w1_ non -meta :1_ grout. Manhole castings snail De stamped "SANITARY SEwEP" iNeenah r 1647 or eo:,a:; and nave a self sealino .::c. INDIANAPOLIS BLUEPRINTING CO. , N03080 1 ? =0 17)10�� A-Jj 11VI) /0=0'v B' TO 15' - 6 SELF SEALING LID Q CASTING ASTM R- 1642 W.T. 4001b, �I Y I �o�irbry .9ewer- ELEVATION 20' MIN. to' DUCTILE IRON PIPE MIN- I 2WATER MAIN A• • _ - X 7l4. P.f(. ...L j 1 SANITARY SEWER I ; i + FLEXIBLE COUPLING CLASS 50 MECH. OR ADAPTOR JOINT DUCTILE CI COLLAR IRON PIPE OR 'r --QUAL NOTE -.'Above specification applies when dimension"X" . is less than 18" or water main lies below sanitary sewer NORMAL CROSSING SPECIAL CROSSING MINIMUM SEPARATION AND CROSS REQUIREMENTS FOR SANITARY SEWERS AND WATER MAINS 7. The owner shall be responsible for cooridination of utility placement in relation to saniiary sewers. Sanitary sewer DiDe _,nal. be PVC ,r acco-Cance witn. A5-^' _--`-4 E and AST": =VC snalI nave '5-ocveo DE.: and casket. 7nF ce:i :a_,SifiCot Enol. De 2. Sanitary laterals shall be 6" PVC DiDe, unless noted on plans, at a minimum slope of 1;4" Der foot and installed from the sewer main to the lot line or clean-out adjacent to the Dr000sed building, except as noted on the plans. The length between clean -outs shall not exceed 100 feet. 3. The ends of laterals are to be Dluaaed tiont with clastic disc or cao capable of withstanding a low pressure air test without leakaoe. D. TRENCHING/BACKFILL - 1. Lav all DiDe in open trenches, except when the local authority gives written De-mis=_ion for tunnelir.a. Oben the trenches sufficientiv ahead of cioe lavina to reveal any obstructions. -ne width of the trench shall be inside DiDe diameter clus 24 inches for 2 inches above the oiDe. Sheet and brace trench as necessary to protect workman and adjacent structures. All trenching to comDly with the OSHA standards. Keeo trenches .free from wate- whiie nstruction is in Orom-ess. -1^3Gr ^o circumstances lay aloe or Gaon-to^a-=GS in standiric water. Conduct the ciscnaroe ;rofr -renzh dewaterinc to drains or natural orainace �. BaCkf1:: arcund all structures and a:: u-ce- DavecJ areas with aranu:ar operine w,tnin 5 feet of cavec De oacr:filied with, ❑_ranular materia.. Bach`_:_ ince_ sioewa:,:s shall be granular �-_ess the wa-. s are constructed a minimum of c me tors after c,ac nas nee- in Diace. Beoc;nc snail be as shown on oetall sneer 4. A:1 sewer laterals snail De Deoceo the same as the mai. __ne sewer. E. TESTING/CERTIFICATION - 1. Forty-Eioht (48) hour notice shall be given to Clay TownshiD Regional Waste District Drior to the start of sewer construction. Also. 46 hour notice shall be oiven prior to any testing done on the sewer. 2. The Contractor shall be resoonsible to furnish the Desio_n Enoineer with a set of orints. marked in red Dencil, showing actual sewer location and invert. to include lateral location. decth and length. Such "as -built" prints must be received by the enaineer before the final contract Davment can be authorized. The sanitary sewer- laterals and stuos termination small be indicated on the surface with a metal fence Dost set immeciately above said termination Doint. Post snall be oeinted RED. 3. All sanitary sewer lines uoon comoletion will be reouired to oass an _nfiltration weir test and a low Dressure air test. unless otnerw:se directed by the Enoineer. Saic test sna:i De conducted according ,.c NCP' Standard f°lethoa. and shall be witnessed by an encineer ano Clav waste District. Infiltration under -est shall nct exceed 200 oallons Der inch of inside diameter Cf sewer oiDe oer mile o~ sewer ,n 24 .ours an= cf all aDDurtenances within the section neimc tested such as manholes. house connections. etc. L. Deflection tests she? be Der--ormer on all flexinc- o -D after the inai ba_�v4_1. has been in Dl ace at least 3:: cays. No cioe snail exceed a vertical oer,ect:on C{ b;.. Deflection tests shall be observer civ the encineer and a-enresemtative from the Clav Township Reciona: waste District. Anv Do"t11n not Dassinc said tests -Dr acceptance snail be repaired or reolaced at tore C-ontractor's exDenses. includina re-exTavatior anc Dachfiii. All testinc shall be observed ov a ProTessiona: Engineer for certification to the Ciav 70wnsh10 Regional baste District. 2500psI CONCRETE BOTTOM OF TRENCH e To be used when blear distance be- tween pipes is 18" or lose, or were noted on the draw ings. J1 /_ ,o Perspective View - earth cut away SANITARY SEWER BENCH SLOPE- 112' PER FOOT BENCHWALL DETAILS2O R-1642 Manhole Frame, Solid Lid Heavy Duty Total Weight 380 Pounds •d e q N MANHOLE BENCH WALL ASTM C-478 CONC.CLASS A a ; .. D �: .° PRECAST CONC. SECTION - 4000 PSI 100 % GROUT SINGLE POUh I 24 �MAX4 ^' / • ° #4 0 0 12" O.C. -B.W BEDDING -12n OF NO. 8 STONE /"A; �',•.. :�: •' • d;- :•,..: .: ',�• ..;-.• :•; .•...;'. ,mill '':;:1 ' " �; • ' .; ;�,,: \ PRECAST REINFORCED CONCRETE MANHOLE FOR SANITARY SEWER 4 (1) >_ LID WITH CONCEALED PICK HOLE AND B' TO 15' 3W SELF SEALING LID Q CASTING ASTM R- 1642 W.T. 4001b, TOP OF CASTING DIAMETER 24" � J Q KENT SEAL AA SHTO M-198 a SS-5-2JOA NEED ONE OR TWO ROW x RISER RING ASTM -C-478,4000 PSI BUTYL RUBBER MAX ALLQWABLE HEIGHT OF RISER BASE EXTERIORN 24 RING = 12' BAgKPLAS�TER MAT. U) X3112;.; • "'. 1/4 t 1/16 MIN. 12 0 5" MIN. a Z THICKNESS FROM _ MAX i%=.`•: TOP OF CONE TO io a GRANULAR MATERIAL, CASTING, PER PER REQUIREMENT OF ECCENTRIC CONE SECTION SPECS. / OF HIGHWAYS TO 5' �\ BEYOND PAVEMENT o .` ='•`, ':•• , � EDGE. W 46 N8 CRUSHED STONE OR •B FRACTURED FACE AGWfXATE -`` MANHOLE SECTION -ASTM IY - PER SPECL C-478 CLASS A CONC.4000 6 MIN S��MIN. r BELOW THE BAFVVI 1 PS MANHOLE STEP 08 CFAJISM STONE w—J U BELL HOLE EXCAVATED NOTE: FOR ROCK OR OTHER INCOMPRESSIBLE MATERIALS THE TRENCH SHOULD BE OVEREXCAVATED A MINIMUM OF 6" AND REFILLED WITH #8 STONE. ASTM D- 2146 TO MEET CLAY TWR REGIONAL WASTE 48 JOB NUMBER I-07aA 0 0 -RING -ASTM C-443 4 I n /2 PER FOOT SLOPE BETWEEN ALL RISER s _ AND CONE SECTIONS, BENCH TO FLOW LINE PLUS 3/4' EXTRUDABLE GASKET p e OF INCOMING SEWER (KENT SEAL OR EQUAL) INCOMING SEWER LINE •d e q N MANHOLE BENCH WALL ASTM C-478 CONC.CLASS A a ; .. D �: .° PRECAST CONC. SECTION - 4000 PSI 100 % GROUT SINGLE POUh I 24 �MAX4 ^' / • ° #4 0 0 12" O.C. -B.W BEDDING -12n OF NO. 8 STONE /"A; �',•.. :�: •' • d;- :•,..: .: ',�• ..;-.• :•; .•...;'. ,mill '':;:1 ' " �; • ' .; ;�,,: \ PRECAST REINFORCED CONCRETE MANHOLE FOR SANITARY SEWER 4 SANITARY SEWER TRENCH DETAIL LFOR ATFLEXIBLE jLE PIPE (INCLUDING O TRUNK LINE LATERAL MINIM' SIZE= 6' I x-118 BEND 1 BUILDING LATERAL MINIMUM SIZE- 4' (BY OTHERS) � I I� 1 1 118 BEND COMPACTION OF GRANULAR BACKFILL IS CRITICAL UNDER WYE AND BEND. IF PROPER -' COMPACTION CANNOT BE ACHIEVED, PLACE A MIN. OF 6' OF CLASS B CONCRETE AROUND 118 BEND. SERVICE WYE I 5'STEEL FENCE POST PAINTED RED u IW�I/1' 1 PLAN VIEW DISCS OR COVERS (SEALED IN PLACE _ (MUST PASS LOW - PRESSURE AIR TEST) MIN. FALL- 30' * 1 RIGHT-OF-WAY 114' PER FOOT 1 LINE BELL HOLES SHALL BE PROVIDED UNDER PIPE ELEVATION SERVICE CONNECTION FOR SHALLOW SEWERS 5 (LESS THAN 15 DEEP W (1) >_ PPE SIZE B' TO 15' 3W a Q %, Z_ Q � J Q D } U) X3112;.; • "'. / 12 Z BACKFLI- WITH CLEAN i%=.`•: EXCAVATED MATERIAL BACKFILL WITH CLEAN GRANULAR MATERIAL, N PER REQUIREMENT OF INDIANA DEPARTMENTt= / OF HIGHWAYS TO 5' �\ BEYOND PAVEMENT .` ='•`, ':•• , 12 MIN, EDGE. W N8 CRUSHED STONE OR •B FRACTURED FACE AGWfXATE -`` HMO TAiNM OR WAt.XED N IY - PER SPECL o. D. 6 MIN S��MIN. r BELOW THE BAFVVI 1 / I BELOW THE BELL. 1 / �� 0 _ 08 CFAJISM STONE w—J U BELL HOLE EXCAVATED NOTE: FOR ROCK OR OTHER INCOMPRESSIBLE MATERIALS THE TRENCH SHOULD BE OVEREXCAVATED A MINIMUM OF 6" AND REFILLED WITH #8 STONE. ALL FILL MATERIAL, IS TO MEET CLAY TWR REGIONAL WASTE DISTRICT STANDARDS. JOB NUMBER SANITARY SEWER TRENCH DETAIL LFOR ATFLEXIBLE jLE PIPE (INCLUDING O TRUNK LINE LATERAL MINIM' SIZE= 6' I x-118 BEND 1 BUILDING LATERAL MINIMUM SIZE- 4' (BY OTHERS) � I I� 1 1 118 BEND COMPACTION OF GRANULAR BACKFILL IS CRITICAL UNDER WYE AND BEND. IF PROPER -' COMPACTION CANNOT BE ACHIEVED, PLACE A MIN. OF 6' OF CLASS B CONCRETE AROUND 118 BEND. SERVICE WYE I 5'STEEL FENCE POST PAINTED RED u IW�I/1' 1 PLAN VIEW DISCS OR COVERS (SEALED IN PLACE _ (MUST PASS LOW - PRESSURE AIR TEST) MIN. FALL- 30' * 1 RIGHT-OF-WAY 114' PER FOOT 1 LINE BELL HOLES SHALL BE PROVIDED UNDER PIPE ELEVATION SERVICE CONNECTION FOR SHALLOW SEWERS 5 (LESS THAN 15 DEEP W PPE SIZE B' TO 15' BEDOW BELOW THE O.DJ46„ Q SANITARY SEWER TRENCH DETAIL LFOR ATFLEXIBLE jLE PIPE (INCLUDING O TRUNK LINE LATERAL MINIM' SIZE= 6' I x-118 BEND 1 BUILDING LATERAL MINIMUM SIZE- 4' (BY OTHERS) � I I� 1 1 118 BEND COMPACTION OF GRANULAR BACKFILL IS CRITICAL UNDER WYE AND BEND. IF PROPER -' COMPACTION CANNOT BE ACHIEVED, PLACE A MIN. OF 6' OF CLASS B CONCRETE AROUND 118 BEND. SERVICE WYE I 5'STEEL FENCE POST PAINTED RED u IW�I/1' 1 PLAN VIEW DISCS OR COVERS (SEALED IN PLACE _ (MUST PASS LOW - PRESSURE AIR TEST) MIN. FALL- 30' * 1 RIGHT-OF-WAY 114' PER FOOT 1 LINE BELL HOLES SHALL BE PROVIDED UNDER PIPE ELEVATION SERVICE CONNECTION FOR SHALLOW SEWERS 5 (LESS THAN 15 DEEP W Q D } U) Z O W IY W W / r► O �� 0 _ ¢� = w—J U oN 19 JOB NUMBER I-07aA SHEET OF 17 1 DATE: 1 SANITARY SEWER D ETA I LS AND SPECIFICATIONS 0 z I TEMPORARY BENCHMARKS 4) PK NAIL IN WEST FACE OF POWER POLE AT EAST EDGE OF SHELBORNE ROAD AT THE SOUTHEAST CORNER OF PHASE 2 EL. 886.56 5) R.R. SPIKE IN WEST FACE OF POWER POLE AT THE EAST EDGE OF SHELBORNE ROAD AT THE NORTHEAST CORNER OF PHASE I EL. 890.44 8) R.R. SPIKE IN 50" PIN OAK LOCATED 250' WEST 8 220' SOUTH OF THE NORTHWEST CORNER OF LOT NO. 14 IN PHASE I EL 890.65 0 0 0 00 o� STR.#203 STA. 0+00 END SECTION STR. #, STA, 0+65 STD. M.H. 9 ."+.00 2 0+.00 00 NOTES: 1) CUTS SHOWN ARE APPROXIMATE, TAKEN FROM EXISTING GRADE TO INVERT OF PIPE 2) FIELD ADJUSTMENT BY ENGINEER MAY BE REQUIRED AT ALL OUTFALL POINTS TO INSURE PROPER OUTFALL CONDITIONS STA. 2+25 CURB INLET SCALE: 1 " = 50' STR.#207 STA. 2+93 STD. M. H. STR.#206 STA. 2+51 CURB I NLET STR.#249 STA. 10+93 CURB INLET FOR CONT/NUA T/ ON SEE SHEET NO. /4 7 6 5 II 4 (I +nn 6+00 _ zyoD e STR.#208 STA. 7+33 BEEHIVE STORM SETWER PLAN STR.#251 STA. I1+86 STR.#250 CURB INLET STA.11+31 CURB INLET FOR CONT/NUAT/ON W I SEE E SHET NO. /4 28 �= 27 ; II { �I CARW /N/ ON WA All 3 +- L _ s _ 00 STR.#248 STA. 9+33 BEEHIVE 2 1 GI'm V o7GV 1 1 %.JIV Q STR.#252 STA. 13+26 CURB INLET STR.#254 STA. 13+76 CURB INLET z 0 W w Q D } m z 0 w cl QLLLL) wTc) v_ 10 w w c� Q w N oU Q � JOB NUMBER SHEET 12 OF 1 DATE: STORM SEWER PLAN a PROFIL c 0 0 0 1- -- w .w (o - - I t� + z 0 tnz 04 -- N +- - N - •m m Q m F- F- F- -1 (n (n U O 0 0 (n (n UO 0 0 O z O F- F- zO" O 0 0 0 O cow cow •O O 0 O O Co- w �w (ow u + z Lf) + Z Lf) F_ I'A OI- q In - tQ Lf) -i m r1c) m r() m mJ - mJ N m- N m- d'W OU 0 t0= 0 Nz 0 m2 O r)w V K)w V+ z Lo+ z - *- N O N -w N + - N + - N + - N + > N + > N 0- N -- - •m - •m -m 0(n 02 N * N2 (`- k m OC <w It <CC - m Qz Ir QO [r Qo oC Qm QD lxQw w Qw oC Qm m Qm (n (n 0 U) mU F- F- z F' F" H F' F- D F- F- I- !- F- w F-- F- w F- F- !- F- (n (n w (n (n w (n (n (n m m U m m m m (n m m m m m m U m m U T. C. -886. 56 T. C. =885, 30 T, C. -884.50 T. C. =885.20 EX/ST/NG GRADE PROPOSED GRADE T. C. X885. 00 T. C. x885. 00 T. C. x885. 30 :1�. T. C. -885.30 T. C. -886. 56 T. C. =884, 00 T. C. =884. 50 F - _� F- 885 ' 885 / /NV. =882. 52 /NV. =882. 72 ✓ /N y,tB 5, 00 CbMPACTEv �Ac�CFILL / /NV. =11984. 00 NV. =883. 07 /NV. -883. 70 /NV. -884. 00 -882. 72 /NV, =882omB�ep /NV. =883. 80 I o 880 ZI /NV, 879. 52 /NV, =879. 65 /NV. -88/. 60 /NV. -88/, 85 /NV, =882. 52 0 >�KKriu_ IM 880 H7ZT/NV, fT T-- /NV. =879. 65 /NV. -88/. /8 -879.22 /NV. =879. 52 INV. / -879.57 57 /NV, =880. /8 /NV. =879. /2 INV. -879 . 00 SANITA2Y Eb1lER) S NITARY SE � 875 /60' OF 30" R.C.P. AT 0.18X 26' OF 30"42' OF 30" 440' OF 30" R.C.P. AT o. /2x 200' OF /8" R.C.P. AT 0.2/x /60' OF /5" R.C.P. AT 0.4/.i' 38' OF /5" 5' OF /5" R.C.P /40' OF /2" R.C.P. AT 0.45X 50' OF /2" 60' OF /2" R.C.P. 65' OF 30 R.C.P. o 'AT o. /8Ar.sLo E O m v R. C.P. AT' R. C. P. AT n r o 0 o v o o - - - - - o a o R. C.P. A T AT /ei SLO E1D m - R.C.P. AT AT I ,66t' SLOPEo CD 'n m v m v co./ v 9.t" SL OPq O. / 98" SL 0 v m m v co m v m m v m m v m m in 0D uo m in m Ln m u-) °' u') m Lo m to m m in m W) m m m 0. 52Z SL OPE co o' cn °D m r co m cp m I aQ t) m (D m CC) W m m m m m co m m m m m m (D mm O. 40.i SL OPE J J J J J J J J J J J J J J J J J J J J J J J J 870 C CD �; CD 0 CD 0 X 70 0+00 +50 1 +00 +50 2+00 +50 3+00 +50 4+00 +50 5+00 +50 6+00 +50 7+00 +50 8+00 +50 9+00 +50 10+00 +50 I1 +00 +50 12+00 +50 13+00 +50 14+00 14+34. �5NITaRY sEw&z , SCALE: 1 " = 5' Vert. STOR4f SEAR PROFILE SCALE: 1" = 50' Horiz. w Q D } m z 0 w cl QLLLL) wTc) v_ 10 w w c� Q w N oU Q � JOB NUMBER SHEET 12 OF 1 DATE: STORM SEWER PLAN a PROFIL c TEMPORARY BENCM&RKS 4) PK NAIL IN WEST FACE OF POWER POLE AT EAST EDGE OF SHELBORNE ROAD AT THE SOUTHEAST CORNER OF PHASE 2 EL. 886.56 5) R.R. SPIKE IN WEST FACE OF POWER POLE AT THE EAST EDGE OF SHELBORNE ROAD AT THE NORTHEAST CORNER OF PHASE I EL. 890.44 8) R.R, SPIKE IN 50" PIN OAK LOCATED 250' WEST 8 220' SOUTH OF THE NORTHWEST CORNER OF LOT NO. 14 IN PHASE I EL. 890.65 FOR STR. NO.8 /NFO. SEE SHEET . STR,#217 STA. 1+95 CURB INLET STR.#216 STA. 0+55 BEEHIVE STR.#215 STA. 0+00 END SECTION NOTES: 1) CUTS SHOWN ARE APPROXIMATE, TAKEN FROM EXISTING GRADE TO INVERT OF PIPE 2) FIELD ADJUSTMENT BY ENGINEER MAY BE REQUIRED AT ALL OUTFALL POINTS TO INSURE PROPER OUTFALL CONDITIONS � CAERHA Y_S COURT .LL- - 3 + 00 11 10 MATCH L /NE STA. 7 f 00 I I 35 � 38 ai ll 34 39 I STR.#219 STA. 5+30 --4 -+00 5'°°BEEHIVE I � � n� � 33 \ \ \+ \ STIR. #218 STA. 3+75 CURB INLET T. C. -884. 00 I / T. C. -884.29 I / T. C. -885. 08 880 "r T /NV, =879. /4 INV. -879.49 Z//vv. =879. /4 INV. -879.00 875 55 ' OF 43 "x 68 " H. E. P. /40 ' OF 43 "x 68 " H. E. P. A T 0. 87 0 A T o. 25x SL O Q - N m m m m m m m m J J J J 865 CD 0+00 +50 1 +00 +50 0 P n z = 9 ' 9 . /NV. -879. 94 V. 4 42oMPAc..TF-p SACK F I LL r SANIT RY SEWER E / 80 ' OF 43"x 68" H. E. P. A T 0. 25X v v v m m m J J J U' (7 U' 2+00 +50 3+00 +50 1 /NV. =879.94 /NV. =880.33 o0 In SCALE: 1 " = 50 ' STR.#221 STA. 9+35 CURB INLET FOR CONTINUATION SEE SHEET NO. /4 STR.#220 STA . 7+60 BEEHIVE 36 II 37 O 8+00 I 38 MQ TCH L / NE S T4 . 7 f 00 . STORM SEFWER PLAN O K)w N +> F--w U) U) m EX/ST/NG GRADE T.8C86. 00 I / \\ 155' OF 43"X68" H. E.P. AT 0.25X /NV. -880. 33 O ro O 0 0 0 n m m O F- 0 F- m m trn O F- t0 to ~' • W to J OD • W In J m - O U - U) W CD N t0 Z (D m mm U' ± +- 4+00 �k 0 U) �k 0- * * i i J J �k • _ • - Lo Lo cr Q0 cr Qw cr Q� Qm F- F- F- Z F- F- W F- F-::) F- F- D U) U co U) W U) U) m U) co U U) co U " = 890 O F- SCALE: T. C. -884. 00 I / T. C. -884.29 I / T. C. -885. 08 880 "r T /NV, =879. /4 INV. -879.49 Z//vv. =879. /4 INV. -879.00 875 55 ' OF 43 "x 68 " H. E. P. /40 ' OF 43 "x 68 " H. E. P. A T 0. 87 0 A T o. 25x SL O Q - N m m m m m m m m J J J J 865 CD 0+00 +50 1 +00 +50 0 P n z = 9 ' 9 . /NV. -879. 94 V. 4 42oMPAc..TF-p SACK F I LL r SANIT RY SEWER E / 80 ' OF 43"x 68" H. E. P. A T 0. 25X v v v m m m J J J U' (7 U' 2+00 +50 3+00 +50 1 /NV. =879.94 /NV. =880.33 o0 In SCALE: 1 " = 50 ' STR.#221 STA. 9+35 CURB INLET FOR CONTINUATION SEE SHEET NO. /4 STR.#220 STA . 7+60 BEEHIVE 36 II 37 O 8+00 I 38 MQ TCH L / NE S T4 . 7 f 00 . STORM SEFWER PLAN O K)w N +> F--w U) U) m EX/ST/NG GRADE T.8C86. 00 I / \\ 155' OF 43"X68" H. E.P. AT 0.25X /NV. -880. 33 O ro - p 0 Ln n m m O F- m m m m - J m -J m m CD N t0 Z (D m mm U' U' +- 4+00 +50 5+00 +50 NV. -880. 90 230' OF 43"X68" H. E.P. AT b. 24X FOR CONTINUATION SEE SHEET NO. /4 20 �A� + STR,#225 g STA.12+92 I 21 CURB INLET I 1 ST ,#224 STA.12+66 I ---__CURB INLET ■w P✓.ad ' 43 a STR.#223 36 9 , 00 . 00I I BEEHIVE �� � 44 � \\A-UTTR.#222 42 STA.9+61 CURB INLET to v (D cn to GO mco m m J J J 6+00 +50 7+00 +50 /8" R.C.P. A T 0.2OX m / 30' 0 r 0.25X co 26'OF R/5I" A r 0 / 9x SLOPE 14,5' OF /5" R.C.P. AT 0. O F- m m - J N -J m m CD N t0 Z m m mm m N +- m m N N -- J J J J �k . m J J Lo Lo . LD 0 F- F- D + 50 12 + 00 F- U) U U) U) U " = O O F- SCALE: O = 50' Ho r i z . O O - �J cy cow Nm z N +W N CY +Z N N -> m x <w Qit F- F- w F- F-::) U) U) m U) U) U PROPOSED GRADE T. C. -887. 7 / T. C. =887. 7 / T. C. -888. 00 T. C. -885. 50 T. C. -889. 06 COMPAQ ED [L(30 M PAC,TEA �nC.rC IlJ- F�C�F1 LL /NV. -832. 76 to v (D cn to GO mco m m J J J 6+00 +50 7+00 +50 N/NV. -883. 9/ /NV. =883. 3/ /NV. =884.24 Q o /NV. -883. 66 /NV. -883. 26 r• /NV. =882. 50 A v /NV -883, / /NV. =884.2 SANITARY 5�wex at,I cv) /75' OF 24" A-C.P. AT 28 - m m co m m J J LD 8+00 +50 STORM SEWER PROFILE '26' OF /8" R.C.P. IATI ?'rj 0./9%' S m /8" R.C.P. A T 0.2OX m / 30' co r 0.25X co 26'OF R/5I" A r 0 / 9x SLOPE 14,5' OF /5" R.C.P. AT 0. 0 m m - J J N w m m CD m �Z m m mm m N m m m N N -- J J J J �k - J J Lo Lo . LD 0 10 + 00 Q + 50 12 + 00 F- F- :3 U) U) U " = O 0 0 SCALE: O = 50' Ho r i z . mJ M V N +W N CY +Z N N -> Qit cr- Q w F- F-::) U) � m U) U) U T. C. -888. 00 T. C. -889. 06 T. C. -889. 06 [L(30 M PAC,TEA TH F�C�F1 LL N/NV. -883. 9/ /NV. =883. 3/ /NV. =884.24 Q o /NV. -883. 66 /NV. -883. 26 r• /NV. =882. 50 A v /NV -883, / /NV. =884.2 SANITARY 5�wex at,I cv) /75' OF 24" A-C.P. AT 28 - m m co m m J J LD 8+00 +50 STORM SEWER PROFILE '26' OF /8" R.C.P. IATI ?'rj 0./9%' S m /8" R.C.P. A T 0.2OX m / 30' co r 0.25X co 26'OF R/5I" A r 0 / 9x SLOPE 14,5' OF /5" R.C.P. AT 0. m m - J J 0 0 m m CD m 9+00 +50 NV. -884.29 IV' 1-884.29 til �SAIJITAIL SEWER - / 75 ' OF /8" R.C.P. A T 0.2OX / 30' OF 15" R. C.P. A r 0.25X 26'OF R/5I" A r 0 / 9x SLOPE 14,5' OF /5" R.C.P. AT 0. m m - (D 0 0 0 m m m m m m mm m m m m m m m m J J J J J J J J Lo Lo 0 LD 0 10 + 00 + 50 II + 00 + 50 12 + 00 + 50 13 + 00 + 50 SCALE: 1 " = 5' Vert. SCALE: I" = 50' Ho r i z . ,• • 9 O Q) 885 880 Q z r� v J LI 875 � 0 J V vJ 870 0 Q 0 �\ CF) CD J i4+00865 w r m U) z 0 w o: QLLLL) Irk 10 JOB NUMBER I -0>58A SHEET 13 OF I DATE: STORM SEWER PLAN a PROFILE I I I a L STR.#229 STA.1+30 CURB INLET STR.#220 STA.0+00 BEEHIVE 35 o� 36 �W �y 38 37 FOR CONT/Nw T/ ON SEE SHEET N0. /3 VON / � � l t • , � 4) PK NAIL IN WEST FACE OF POWER POLE AT EAST EDGE OF SHELBORNE ROAD AT THE SOUTHEAST CORNER OF PHASE 2 EL. 886.56 5) R.R. SPIKE IN WEST FACE OF POWER POLE AT THE EAST EDGE OF SHELBORNE ROAD AT THE NORTHEAST CORNER OF PHASE I EL. 890.44 8) R.R. SPIKE IN 50" PIN OAK LOCATED 250' WEST 8 220' SOUTH OF THE NORTHWEST CORNER OF LOT NO. 14 IN PHASE I EL. 890.65 �0� •W 0 C0 J U)Z N +- * - m Qm U) U) 0 0 I- 0 0 0) 0 J N OW N I'AZ > * + - 0 Ix QW Lr Qm cf ci m (1) ci U PROPOSED GRADE EX/ST/NG GRADE - T. C. -886.46 \ T. C. =886. 48 T. C. -885. 50 coMPA� 885 r3cc�F►L_� STR.#230 STA.1+56 CURB INLET 16 17 3TR.#246 STA.3+16 BEEHIVE NOTES: 1) CUTS SHOWN ARE APPROXIMATE, TAKEN FROM EXISTING GRADE TO INVERT OF PIPE 2) FIELD ADJUSTMENT BY ENGINEER MAY BE REQUIRED AT ALL OUTFALL POINTS TO INSURE PROPER OUTFALL CONDITIONS O STR.#209 /NV. -88/ . 29 STR.#247 o W STA.1+60 0 coco STA.4+16 . CURB INLET - W BEEHIVE - W N +> N +> FOR CONT/NUAT/ON /NV. -88/ , 94 O 880 SEE SHEET N0. /2 _ - F- 5 g o I- W U) U) m U) (j) m T, C. -888. 50 I STR.#208 T1 _ T. C. =885. r OO I 0 STA . 0+00 III z�l BEEHIVE -884. 58 I ( � FOR CONT/NUAT/ON H.E.R.C,P. Q OF 43" /60' SEE SHEET N0. /2 /00' OF 43" H. E. R. C. NOTES: 1) CUTS SHOWN ARE APPROXIMATE, TAKEN FROM EXISTING GRADE TO INVERT OF PIPE 2) FIELD ADJUSTMENT BY ENGINEER MAY BE REQUIRED AT ALL OUTFALL POINTS TO INSURE PROPER OUTFALL CONDITIONS STR.#210 STA.1+90 CURB INLET 29 ,,111111 SCALE: 1 " = 50' FOR CONT/NUAT/ON SEE SHEET N0. /2 o� �I �1-1 z Q W �! v cry � i V SHEL BORNE STR.#252 STA.0+00 CURB INLET o� h o STA .0+26 �� 11 CURB INLET I� STR I 12 STA.0+00 CURB INLET �Z J SII I � FOR CONT/NUA T/ON SEE SHEET N0. /3 STORM SEWER PLA -NS O 0 /NV. -88/ . 29 o W 04 0 coco co . CO JW 880 - W V - W N +> N +> +- /NV. -88/ , 94 O 880 T. C. -887.20 /NV. -881.23 _ - F- /NV. -881.69 I-- wF- I- W U) U) m U) (j) m T, C. -888. 50 T1 _ T. C. =885. r OO I /NV. =884.58 STR.#210 STA.1+90 CURB INLET 29 ,,111111 SCALE: 1 " = 50' FOR CONT/NUAT/ON SEE SHEET N0. /2 o� �I �1-1 z Q W �! v cry � i V SHEL BORNE STR.#252 STA.0+00 CURB INLET o� h o STA .0+26 �� 11 CURB INLET I� STR I 12 STA.0+00 CURB INLET �Z J SII I � FOR CONT/NUA T/ON SEE SHEET N0. /3 STORM SEWER PLA -NS (� 0 /NV. -88/ . 29 o W 04 V> cy - •OD . CO JW 880 N NZ FQ- /NV. -881.29 U) m EX/ST/NG GRADE~ PROPOSED GRADE U) - -E /NV. -88/ . 69 N +- /NV. -88/ , 94 O 880 T. C. -887.20 /NV. -881.23 _ - /NV. -881.69 /NV. -880. 90 /NV. =884.58 INV. -885. 26 /NV. -884. 58 130' OF 43" H.E.R.C,P. T 0.251 26 OF 43" /60' OF 43" H.E. R. C. P. AT 0.25X /00' OF 43" H. E. R. C. P. T 0,20Z 875 v un m 875 0 0 0 m m m m H. R.C.P. AT 0 °� 0.23X L OPE J J J J J V If) m 0 N c0 0 m 0 O 1n 03 ui co m co r- r` a) m r` m co r` 00 r- m r- m J J J J J J J J J J 870 0 (9 C9 9 CD 870 0 00+ 50 I + 00 + 50 2 + 00 + 50 3 + 00 + 50 4 4 6012.54 STR.#210 STA.1+90 CURB INLET 29 ,,111111 SCALE: 1 " = 50' FOR CONT/NUAT/ON SEE SHEET N0. /2 o� �I �1-1 z Q W �! v cry � i V SHEL BORNE STR.#252 STA.0+00 CURB INLET o� h o STA .0+26 �� 11 CURB INLET I� STR I 12 STA.0+00 CURB INLET �Z J SII I � FOR CONT/NUA T/ON SEE SHEET N0. /3 STORM SEWER PLA -NS �k - .m <? F- 00 Ix H .- � (r) U) U N 0 -J Pr) O F- U) U) U m O Z m co L) N + - N + W W - Om OU) -W ~ 0z cr Qcr- tr Qo 890 OD 0 0 OW 0 co -1 C14 Z 0 � �U H I --Z _ !n to W a 0- ±m QI p Q W - - m F- f- D EX/ST/NG GRADE H j U) U) U 890 - ---T-1 885 U) U) m PROPOSED GRADE (n (n () PROPOSED GRADE. 444. EX/ST/NG GRADE T. C. =884.29 \ T. C. -885. 00 T. C. =884. /O T. C. =884. /0 T C.-884.29 INV. -884.10, 885 cor�vacT -q 885 885 885 Q 880 BACI�FI L aMP,OCi� INV. -881.48 "BAUCFIL-L. /NV. -883. 80 � W 880 880 880 880 875 /NV. -880.48 /NV. -881.23 0 /NV. -88/ . 37 /NV. =88/ . 50 \ r^ /NV. -88/. 60 + u�l vJ O 26 'OF /5" 60' OF /2" R.C.P. W 15 R. C.P. A T 0. 46X 30' OF /2 875 875 875 RSC, ,F..SAT 875 ``V 870 h. C.P. AT 0. 50X SL OPE T 0. 5OX SLOPE 0.40X SL PE c R cv v co r - m m m m m m ro m m m J J JJ J _I J J J 870 01 CD 0 U 870 870 (D 01 870 (D 865 STR.#253 (STA.0+60 END SECTION 27 A STR.#221 STA -14+ BEEHIVE 20 22 STR.#227 STA.17+71 BEEHIVE SHE + r 00 + (� 0 0� o W 04 V> cy - •OD . CO JW 0 N NZ FQ- 0Z U) m EX/ST/NG GRADE~ PROPOSED GRADE U) - -E N +- O T. C. -887.20 •m �k - .m <? F- 00 Ix H .- � (r) U) U N 0 -J Pr) O F- U) U) U m O Z m co L) N + - N + W W - Om OU) -W ~ 0z cr Qcr- tr Qo 890 OD 0 0 OW 0 co -1 C14 Z 0 � �U H I --Z _ !n to W a 0- ±m QI p Q W - - m F- f- D EX/ST/NG GRADE H j U) U) U 890 - ---T-1 885 U) U) m PROPOSED GRADE (n (n () PROPOSED GRADE. 444. EX/ST/NG GRADE T. C. =884.29 \ T. C. -885. 00 T. C. =884. /O T. C. =884. /0 T C.-884.29 INV. -884.10, 885 cor�vacT -q 885 885 885 Q 880 BACI�FI L aMP,OCi� INV. -881.48 "BAUCFIL-L. /NV. -883. 80 � W 880 880 880 880 875 /NV. -880.48 /NV. -881.23 0 /NV. -88/ . 37 /NV. =88/ . 50 \ r^ /NV. -88/. 60 + u�l vJ O 26 'OF /5" 60' OF /2" R.C.P. W 15 R. C.P. A T 0. 46X 30' OF /2 875 875 875 RSC, ,F..SAT 875 ``V 870 h. C.P. AT 0. 50X SL OPE T 0. 5OX SLOPE 0.40X SL PE c R cv v co r - m m m m m m ro m m m J J JJ J _I J J J 870 01 CD 0 U 870 870 (D 01 870 (D 865 STR.#253 (STA.0+60 END SECTION 27 A STR.#221 STA -14+ BEEHIVE 20 22 STR.#227 STA.17+71 BEEHIVE SHE + r 00 + (� co ~ +W N 04 V> cy . ._ - O�C w OC FQ- V) U) m EX/ST/NG GRADE~ PROPOSED GRADE U) - -E /T. C. =887. 40 T. C. -887.20 /NV. =884.58 INV. -885. 26 /NV. -884. 58 /45' OF /5" R.C.P. 340' OF /5" R.C.P. AT 0.20X DO T 0,20Z v un m - 0 0 0 m m m m m m 0 °� m J J J J J J J 0 + 00 + 50 1 + 00 + 50 1 + 91.09 0 + Op + 26.5 0 + 00 + 50+ 62 14 00 + 50 STORM SEWER PROFI LES 10 T VV * OU I O UU T JV 0 ti +W I` > Hw U) m E'er • 865 17 + 00 +50 17 + 77 CERTIFI D: J o U. �0Lu w4 < _� N an ox �A JOB NUMBER I -0>58A SHEET 14 OF %7 DATE: STORM SEWER PLAN 8. PROFIL :I (1 aA. to —T-- ' -- INLET DETAIL WITH BEEHIVE TYPE CASTING IN YARD AREA � N.T. S. fit aa• ,� 7V 23* 33 TOP Or G1vTiIJG (r.c) Wto,,Cf< DITCH GRATE CASTING •SETTING DETAIL2O STEEL FENCEPOST (TENiFORARY FOR PROTECTION) Na 2 CASTING - No 2 . •�Z stone, (SET FLUSH WITH FINISHED GRADE) MANHOLE: slone,\ min. e � _.:. O 10" IZ j'1 Precast Reinforced Concrete (Z" 13" ' Manhole Sections And Steps � ZV Cor CRE1F • ' ,•• •. l Shall Confirm To A. S. T, M. -1 18- ZI' ',� •"' �. E •r 51" r • •. 1 30. U I 42" • r Rubber Gaskets Shall II "12 ' = " Weep Holes • • • • •*53 CF005HED 5TOME ni ••• L •. Tapered Cone Section 1711 CRUSHED 1�.� �Fine Granular Fill EDGE OF fzC4D m JO • Y • y 00 -� ;=pQ�: _-.—_ " 9110N SOIL N.T.S. . 1 •� Ui O LL 1124u ►:, ' d 241#x - R U �a I o 0 - v J I e�o c 1 Line 0.116 Pipe Mesh I I Vo r l o bl e > 1 W. W. F. LI 4 ; Pipe Size I 1 --k' 7 J153DDING N e'_n Bose G" `B" BORROW INLET DETAIL WITH BEEHIVE TYPE CASTING IN YARD AREA � N.T. S. fit aa• ,� 7V 23* 33 TOP Or G1vTiIJG (r.c) Wto,,Cf< DITCH GRATE CASTING •SETTING DETAIL2O STEEL FENCEPOST (TENiFORARY FOR PROTECTION) DIRECTION OF FLOW --CAP 8'x6"x 6" TEE 24 SUBGRADE DRAIN (SSD) RISER DETAIL 5 N.T.S. AF 1i2." 2I Dio. Plaster O NEENAH rYPE CASTING EAST JORDAN CASTING 1570 OR EQUAL ' : . •�Z INLET: (SET FLUSH WITH FINISHED GRADE) MANHOLE: A 5 Iq L e � _.:. O 10" IZ j'1 Precast Reinforced Concrete (Z" 13" ' Manhole Sections And Steps � ZV Cor CRE1F • ' ,•• •. l Shall Confirm To A. S. T, M. -1 18- ZI' ',� •"' �. C478 Latest Revision. 51" BASE • •. 1 30. U I 42" • r Rubber Gaskets Shall II "12 I!A Confirm To A.S.T.M. C443 • • • • •*53 CF005HED 5TOME (1. ••• L •. Tapered Cone Section 1711 CRUSHED 1�.� �Fine Granular Fill EDGE OF fzC4D STONE BEDDINGF- JO • Y • y 00 -� ;=pQ�: _-.—_ " 9110N SOIL N.T.S. . 1 •� Ui .A LL Cr d 241#x - R U 0 - v J c 1 I Vo r l o bl e > 1 DIRECTION OF FLOW --CAP 8'x6"x 6" TEE 24 SUBGRADE DRAIN (SSD) RISER DETAIL 5 N.T.S. AF 1i2." 2I Dio. Plaster O NEENAH rYPE CASTING J ' : . •�Z INLET: tip •��.' E+o oo•' MANHOLE: A 5 Iq L e � _.:. O 10" IZ j'1 Precast Reinforced Concrete (Z" 13" ' Manhole Sections And Steps � ZV GI" 31" t e� Shall Confirm To A. S. T, M. -1 18- ZI' 34; C478 Latest Revision. 51" lIl m 30. 3(; 42" 45` Rubber Gaskets Shall II "12 11 Confirm To A.S.T.M. C443 Slone •*53 CF005HED 5TOME Latest Revision. ••• ` Tapered Cone Section F q' Fill With Controls 1 7.6.'Doa +. ', 6'- O Saaare T.C. Grade Joints - Bulk Mastic, Stick or Rubber Type Gaskets. No. 4 Bars At /2"O.C. Each Way Poared in Place Or recast Concrete (3500 P. S. i. ) STORM MANHOLE DETAIL4O N eenoh N2 R -3501- TR /Tl - Type Costing , ` ,,-- Pavement Reinforced Concrete Pipe --Threaded Rod ' Rod Bolder I r , I , I 11 L I -A-1 W _l_A_ Rein forced Edge Pipe Dia. �Vories • j" • r J ' : . •�Z 21" 9' tip •��.' E+o oo•' 30" A 5 Iq L e � 8' 10" 10" IZ j'1 8" (Z" 13" ' (0- � ZV GI" 31" ado &- -1 18- ZI' 34; 41" 51" lIl Z4' 30. 3(; 42" 45` X II "12 11 4;N2 2 Slone •*53 CF005HED 5TOME a� ••• .'� % BACkF1LL 51 BEYOND 1711 CRUSHED /: �Fine Granular Fill EDGE OF fzC4D STONE BEDDINGF- JO • Y • y 00 -� ;=pQ�: _-.—_ " 9110N SOIL N.T.S. LU -�r f 6 ROCK ON TRENCH DETAIL 7 Cr 241#x 24rr v J c 1 I Vo r l o bl e > 1 4 ; Pipe Size I 1 08 "Max.) 7 J153DDING N 4 2 r�X 4 2 rr Bose G" `B" BORROW (FOR PRECAST BOTTOM ONLY) ROLL CURB INLET DETAIL 5 N.. . Reinforced Concrete Pipe --Threaded Rod ' Rod Bolder I r , I , I 11 L I -A-1 W _l_A_ Rein forced Edge Pipe Dia. �Vories • j" . rIZE . � ' : I H 21" 9' 1,1' 30" A 5 Iq L 7 8' 10" 1- 12 "c. to C. (Max) _ END SECTION DETAIL O N .T. S. ROADWAY Af'f ROX. DINIMIDNS rIZE IZ' G' 1r; 18 21" 9' 1,1' 30" A 5 Iq L 7 8' 10" 10" IZ 0' 8" (Z" 13" C (0- � ZV GI" 31" lv" &- -1 18- ZI' 34; 41" 51" lIl Z4' 30. 3(; 42" 45` X ROADWAY 250Ops1 CONCRETE - • To be used when. GJsar rilstance be- tween pipes is 15" or less, or were nnteA on the draw ings. BOTTOM OF TRENCH Z y Perspective View -earth cut away CONCRETE CRADLE DETAIL O N.T.S. TZPSOIL cp o VLU GROUND LINE ROAD VVAY GROUND p 0 LINE /`//.� __ ----r.°• , ;, m 12 I -D 158A 12 ir53 CRUSHED i) OEW5ELi .•/' �; STONE BACKFILL I2' \ DENSELY COMPACTED 5'BEYOND EDGE I \ `---BACKEILI_ OF ROADWAY ---- �� II "12 11 "• •*53 CF005HED 5TOME a� ••• .'� % BACkF1LL 51 BEYOND 1711 CRUSHED /: �Fine Granular Fill EDGE OF fzC4D STONE BEDDINGF- JO • Y • y 00 -� ;=pQ�: _-.—_ " 9110N SOIL N.T.S. LU -�r f 6 ROCK ON TRENCH DETAIL 7 250Ops1 CONCRETE - • To be used when. GJsar rilstance be- tween pipes is 15" or less, or were nnteA on the draw ings. BOTTOM OF TRENCH Z y Perspective View -earth cut away CONCRETE CRADLE DETAIL O N.T.S. TZPSOIL cp o VLU G _ N ROAD VVAY GROUND p 0 LINE /`//.� __ ----r.°• , ;, m I -D 158A SHEET 15 i) OEW5ELi .•/' �; I2' COMPACTED -. `'' ' BC wr7 „ 6A(ZtcFILL ���` 12 "• •*53 CF005HED 5TOME a� ••• .'� % BACkF1LL 51 BEYOND /: �Fine Granular Fill EDGE OF fzC4D IBC Material 2" min. SPECIAL PIPE TRENCH DETAIL 9 N.T.S. GENERAL NOTES 1 . Llti l i tv Locations - Al l existinq utility depths and locations shall be verified in the field by the Contractor before beginning construction. It shall be the Cori trac: tor' s resCronsibility for notification Arid Coordination of al construction with the respecLive utility companies. 2. U t i I itv Irenctips -- Sha 11 be sheeted and braced as necessary to protect Workmen and adjacent structures. All trenches shall be in accordance with USiIA standards to protect workers. 3. t°lAterials and Workmanship - For items called for on this plan shall meet the reuu.irements of the 1988 Irid iaria Department of Highways Standard Sr)ecif.icat.iorls. 4. Installation - IL is essential that the work to be done in conjunction with this project be installed accor-d.inq to these specifications. fhe Engineer will be required to certify to certain portions of this nroiect upon completion. Tfir-ref ore. it is neressary in order t.o obta.in arpprovo l 311d acceptance from the Clay Township Regional Waste District that construction was done in compliance with these plans and specifications. 5. Conflicts - In the event of conflict between the plans and -'riec.ificatiorrs, the following priority should anvrrn: A. flans D. Specifications C. Referenced specifications, i.e. IDUH, IDEIII. ASTM. Clay Township Regional Waste District (C.T.R.W.D.), County, and State. 6. Bench rlarks - carefully maintain all bench marks. monuments. and other reference points; if disturbed or destroyed, replace As directed. SIORM SEWERS t. Reinforced Ccnic:►etr! rile - when -.Ilrlwn tit the I:nrlgkrurticln i'larin shall be ill ar.corrlollce with 41f•lli C-- 76 C l a ,s I i I un 1 egg otherwi se !:Ilec: i f i ail on l lie I11 an•:. 7. (:orrugated telei,%I F'ipe- when shown un l;nngtrurtinrr II1ane Sha1I be 16 gauge unless otherwise snPr.iIjell by Ure j anu f ar_ turer. . 3. Manholes. Catch basins. and Intels - mov be orircast concrete, brick or block (precast base. barrrel. top. and/or cone are recommended). 4. Sodding - where sod is specified fnr ditches or steep slopes, it steal1 be staked or pinned securely Willi at least two stakes or pins not more than 2 feet al art with the flat side against the slove. Stakes may be wand at least 112 x 3/4 x 12 inches. dr ivesi loins LhaL the last 1 inrh remains above the 1:01) of sod. of i - shaped nine. machine beat from 15 inr_h pieces of 6- vaune low carbon bright steel with air (3 -inch leg, a fl- inch head, and a 1 -inch secondary drive as manufactured by Firelands Supply Cot 21 South norwalk Road, R.R. 44. are available ori request from tile Engineer. w cp o VLU G _ N UJ= 0 p 0 m I -D 158A SHEET 15 i) 1/ Z O LU Cr J 4 7 N 7 UC ^^ C7 r,.i. o o VLU G _ N UJ= 0 p Q JOB NUMBER I -D 158A SHEET 15 OF 1/ DATE: STORM SEWER DETAILS o0OOO 1 (31(3'' 1 I I o14 16 ow 15 -20, 110 S. ,785 S. 17,500 S.F. 90. 50 91 .00 88.00 90.00 89.80 aoSTR. f 05 el. eo88 o . .O owa� Q, 22 I I o9gg0 40,152 S.F. 1 .00 87.70 co p 9 ' Sm• #124 35 ' BU/LD/ TRACK L /NE I � 8 $ � srR.sz3o � srR.s22a � � EROSION CONTROL 9 es . oo s 0/25 o / CURB /NLEr N _ T ao -CURB., INLET `g MATTING _ I �\� � --T�e: a-'r-eors� sa�zr<:""_' .___` v-----W6•TD. N. H. 4. 6O m f a .02' 9 / . 98 ' / 0. 00 ' /00.001 / 0 / . 27 ' 8 2A 1 C6 1 �� 3� I I J 99.o0 88•so I 08,1 SA o 2.41 \A-• m 86.87 86,5 86.48 493 5 ' S89 29 ' / o "W \ SQ _ 9 - - 1-98.92' es,os es•s525.72' TW 2 61 I?9 hE 1_0I 89.21 9 STRAW BALES (TYP) p' I U 4' sdwlk. /57.39 s o so. to 154.24' 9'cOnO �"s� w o \� �1 84.50 9/ 62 ' �, 3/. 27 ' S o00 9 ConQ Sdvlk B e� 9 014 5 I STR. ,1x229 0 / • 56 ' CUR M. ,f224 r V. oy \ 2 3I N 36r' BU/LD/NG ETBACK L /NE �� CURB 1& 6' B/C o o 19 �� _, 26,683 S.F. • 2 • 90.00 ,0 50' R/ N I ^I STRAW BALES (TYP) - �. 91,00 Iw ti I m o 43 rn c0 EEH/VE - n s 4 �- STR.,f/2/ _ --- m� 01�- � 20,219 S.F. o m �\ 173. l9' 0 0, 98 S. I „ O \c: %17L �D g NI 08'l0 W z` O o L 20 , 9 7 S. F. I STR. 22 o STR. 22 S82 88.80 o f �•s a o o - , �] Z - SM. 0220 CURB CU ET " 91 00 n 3 \ c- \ s5.5o15'ae . oo N89 29 ' / D E 0 w O 1 "_ p EEH/ V / 65. N V� m CA I 23,851 S.F. " _cn 589 29, o W ,� / 64. 72 ' n' m ( ' 8 O a 1 es. so 88.00 ae.00 I CO 17,8 5 S. F. w �� N 2 m a, r 44 N 2 n 37 ' e5 . I o �o -1 `�' - 4 m w o00I 0 20 523 S.F. N m 2 N I v W y o ti �. ' O� Z ee.5o I `� t 42 I ee.so so.eo o �, � � � - v F of N - 15,533 533140 c 15, 18 .I cn 0 'l0 "W 9 2.00 150.00 n 9 N8 91.00 / I 87.90 �`L m d 29 ' / 0 "If A (n 16 131 S. F. 890 o m N., �. y .51 Q)I a m V O 0 _Jul U81 N87 5 "E- 89. 00 LOI I I 12 7.00 88 27 '08 W 5e' l0 125. ,2 ' ti 99 45 - I y l o N 18,197 S.F. `� o e 95.50 89 29 ', o E o �0 � , o to o Z 25 = ?� �i /50. 0 16,300 S.F. Q nl o Ul o 95.90 ti D �' 46 N 86.00 1 0) - h I �; o I 0 1-7,000 S.F N � I w o ®ea 50' R/11 0 O M. 0/ I o $ - O . \ • �. O o S .H. �' B/c �J I o " " co 53 23 I 150. 00 ' 90 .4 I o ea.00 M.H. 00 ' 'o cn /70. � rx 25. 00 ' / o oo 3 4 0 \ /\ S89 2.9 ' / 0 "W 90.75 0 589 29 '/ 0 "W 89 . o0 m o 0 19,304 S.F. ���/// ,�� �' C� 41 STR, f228 w o LTI 15,000 S . F . o 99 eu/LD/,yG sEte� o w 90. so I = 0 CURB INLET w h � 20 739 � m STR. t /26 � 1 c, S89 '07"W - /75• oo' _ ^� EROSION CONTROL co I 26 ea.al HA YS m COURT o a o N89 29'/0" as•oo STD. M. H. Ia 2A o I ��0° -- o 0 MATTING 46 I o SM. 02/7 ��. 9 0 04 0 ` o o - 17 , 000 S . F CURB INLET `'� - m 16,500 S.F. 0 00 0 t'dwlk. / 6.14' 95.00 , z e5.00 95.40 5 o I EROSION CONTROL 890 84.50 29. 60 ' o H E 40 g MATTING. 10 16 -- _._....... y RB LE c• w bq•�i OOO � tio CA ' 9 ee.Io ' ee30 ?�o /o" 72.35 -_o //9.8/STRAW BALES (TYP) , o„ reg r es.2o3 S F./uu.Al 9.o 0 001 ee.80 I O O o •o - � '�-� I I � v ao 11 o o �•o� h� n � � , � n (-13(2.I _ • 22,006 . . �I •�V OQ 84.50 N89 '07 "E S 02/6 / 0. 57 ' BEE VE STR. 41/03 Q o, STD. M. H. i I h1 � SM. A2/J 25.0 ' O END SECT/ON 8a.00 19,69 S. F. v NO U 'EROSION • • m 1 iT 8 A8 MATTING IN Nil • LAND ALTERATIONS WHICH STRIP THE LAND OF SHALL BE VEGETATION, INCLUDING REGRADING, O DONE IN AWAY THAT WILL MINIMIZE EROSION. _0 1 0 S. F. Q SHALL BE RETAINED, PROTECTED AND SUPPLE- MENT. . • THE DURATION OF TIME WHICH AN AREA REMAINS 1I MINIMUM. THE AREA SHALL BE STABILIZED AS 1, I J• � 1 O • TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS DURING DEVELOPMENT. NEI PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED *Ewl AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. low fAr�V-110RIM SEDIMENT IN RUN-OFF WATER SHALL BE TRAPPED BY THE USE OF SUCH METHODS AS 3 DEBRIS BASINS, AND SILT TRAPS UNTIL THE DISTURBED 'AREA IS STABILIZED. 14011 89.00 .77 c� AW FA dr 0 - AAA 6 AS ix 50' DRAINAGE 8 LANDSCAPE CASEMENT : •. .. A 0 z CD 0 U, a o � C O � -z oA of ox • 0 20 21 I -0158A 1z) /117,500 11 1 o0OOO 1 (31(3'' 1 I I o14 16 ow 15 -20, 110 S. ,785 S. 17,500 S.F. 90. 50 91 .00 88.00 90.00 89.80 aoSTR. f 05 el. eo88 o . .O owa� Q, 22 I I o9gg0 40,152 S.F. 1 .00 87.70 co p 9 ' Sm• #124 35 ' BU/LD/ TRACK L /NE I � 8 $ � srR.sz3o � srR.s22a � � EROSION CONTROL 9 es . oo s 0/25 o / CURB /NLEr N _ T ao -CURB., INLET `g MATTING _ I �\� � --T�e: a-'r-eors� sa�zr<:""_' .___` v-----W6•TD. N. H. 4. 6O m f a .02' 9 / . 98 ' / 0. 00 ' /00.001 / 0 / . 27 ' 8 2A 1 C6 1 �� 3� I I J 99.o0 88•so I 08,1 SA o 2.41 \A-• m 86.87 86,5 86.48 493 5 ' S89 29 ' / o "W \ SQ _ 9 - - 1-98.92' es,os es•s525.72' TW 2 61 I?9 hE 1_0I 89.21 9 STRAW BALES (TYP) p' I U 4' sdwlk. /57.39 s o so. to 154.24' 9'cOnO �"s� w o \� �1 84.50 9/ 62 ' �, 3/. 27 ' S o00 9 ConQ Sdvlk B e� 9 014 5 I STR. ,1x229 0 / • 56 ' CUR M. ,f224 r V. oy \ 2 3I N 36r' BU/LD/NG ETBACK L /NE �� CURB 1& 6' B/C o o 19 �� _, 26,683 S.F. • 2 • 90.00 ,0 50' R/ N I ^I STRAW BALES (TYP) - �. 91,00 Iw ti I m o 43 rn c0 EEH/VE - n s 4 �- STR.,f/2/ _ --- m� 01�- � 20,219 S.F. o m �\ 173. l9' 0 0, 98 S. I „ O \c: %17L �D g NI 08'l0 W z` O o L 20 , 9 7 S. F. I STR. 22 o STR. 22 S82 88.80 o f �•s a o o - , �] Z - SM. 0220 CURB CU ET " 91 00 n 3 \ c- \ s5.5o15'ae . oo N89 29 ' / D E 0 w O 1 "_ p EEH/ V / 65. N V� m CA I 23,851 S.F. " _cn 589 29, o W ,� / 64. 72 ' n' m ( ' 8 O a 1 es. so 88.00 ae.00 I CO 17,8 5 S. F. w �� N 2 m a, r 44 N 2 n 37 ' e5 . I o �o -1 `�' - 4 m w o00I 0 20 523 S.F. N m 2 N I v W y o ti �. ' O� Z ee.5o I `� t 42 I ee.so so.eo o �, � � � - v F of N - 15,533 533140 c 15, 18 .I cn 0 'l0 "W 9 2.00 150.00 n 9 N8 91.00 / I 87.90 �`L m d 29 ' / 0 "If A (n 16 131 S. F. 890 o m N., �. y .51 Q)I a m V O 0 _Jul U81 N87 5 "E- 89. 00 LOI I I 12 7.00 88 27 '08 W 5e' l0 125. ,2 ' ti 99 45 - I y l o N 18,197 S.F. `� o e 95.50 89 29 ', o E o �0 � , o to o Z 25 = ?� �i /50. 0 16,300 S.F. Q nl o Ul o 95.90 ti D �' 46 N 86.00 1 0) - h I �; o I 0 1-7,000 S.F N � I w o ®ea 50' R/11 0 O M. 0/ I o $ - O . \ • �. O o S .H. �' B/c �J I o " " co 53 23 I 150. 00 ' 90 .4 I o ea.00 M.H. 00 ' 'o cn /70. � rx 25. 00 ' / o oo 3 4 0 \ /\ S89 2.9 ' / 0 "W 90.75 0 589 29 '/ 0 "W 89 . o0 m o 0 19,304 S.F. ���/// ,�� �' C� 41 STR, f228 w o LTI 15,000 S . F . o 99 eu/LD/,yG sEte� o w 90. so I = 0 CURB INLET w h � 20 739 � m STR. t /26 � 1 c, S89 '07"W - /75• oo' _ ^� EROSION CONTROL co I 26 ea.al HA YS m COURT o a o N89 29'/0" as•oo STD. M. H. Ia 2A o I ��0° -- o 0 MATTING 46 I o SM. 02/7 ��. 9 0 04 0 ` o o - 17 , 000 S . F CURB INLET `'� - m 16,500 S.F. 0 00 0 t'dwlk. / 6.14' 95.00 , z e5.00 95.40 5 o I EROSION CONTROL 890 84.50 29. 60 ' o H E 40 g MATTING. 10 16 -- _._....... y RB LE c• w bq•�i OOO � tio CA ' 9 ee.Io ' ee30 ?�o /o" 72.35 -_o //9.8/STRAW BALES (TYP) , o„ reg r es.2o3 S F./uu.Al 9.o 0 001 ee.80 I O O o •o - � '�-� I I � v ao 11 o o �•o� h� n � � , � n (-13(2.I _ • 22,006 . . �I •�V OQ 84.50 N89 '07 "E S 02/6 / 0. 57 ' BEE VE STR. 41/03 Q o, STD. M. H. i I h1 � SM. A2/J 25.0 ' O END SECT/ON 8a.00 19,69 S. F. v NO U VI ri PGS 8 / 29 6 ' 9y o _ _ RW � al ON I�Q Y 473. 34 , - - m m es.ao _ 235. D/ ' D N 87. O , h� 6 85 55 cp S89 29'10"W 84 10 708. 35 ' co = 85.61 100' Z CD N89 4 7 "£J �� �h 4'00 C.0 86.56 ,. • V • 35, 8. 3 588 07 '33 E /20.63 ' "> / 00. 00 ' 84.75 / D0. 00 ' ADO. 00 ' $ 0117 S TR ►209 STR. ,f249 / oo. oo ' O lV m S // _ CURB /NLEr STR• AVI /9 STR. 0254 - Q O 0 \ O '^� S'%D. N. H• S M. H. CURB / E 35 ' BU/LD/NG SETBACK L /NES_ STD. M. H. URB . j0. 73 _ O00 O o0 15,407 S.F. Q m $ 20 = 8 \ h A = es . SO O ? °° 87.00 �D • OD - a o 0 0 AW BALES (TYP/ o Z �� o �/ 87 • 50 0 86.7 5 0 86.75 STRAW v.85.00 26' B/ g OI I O iCD 65.90 :0) x I w o w o w o1 O g , al IO � ..: 89 54 '07 50.00 ' �, o I 23 , 811 S . F 7 6 5 4 3 '� 2 _ rR.12Jd o o / 000 S F 1 15 000 S.F. 15 000 S.F. 15 491 S.F D SECT IOM I z SM. 0/ 16 , 898 S . F . I > ♦ n v j I Irn O• o, SM. ,f208 SM. f248 STD. M. H. O o w BEEHIVE BEEHIVE ,. STR.1►203 v 25. Do ' / as . so / oo. oo es loo. 00 85.0o I / oo. oo as , oo /00.00 oo ' es , oo Y , 419 S . I--- U, m 85 . f l 5.2 / as 20 / 30. 00 e7 . oo I� _ END SECT/ON � � - _ a - 88.00 I n c-) v 4- - m w S89 2 .. ` SM. 0204 STD. N. H. - _ so S SM. >f206 M. 0206 z CURB /NLEr CURB INLET STRAW BALES (TYP) "XISTING VEGETATION & TREES TO REMAIN IN PLACE. SUPPLEMENT EXISTING COVER WITH HYDROSEEDING BETWEEN PAVEMENT & SIDEWALK. SCALE: 1 " = 50' j I TEW ORARY BENCH MARKS 4) PK NAIL IN WEST FACE OF POWER POLE AT EAST EDGE OF SHELBORNE ROAD AT THE SOUTHEAST CORNER OF PHASE 2 EL. 886.56 EL. 886.56 5) R,R, SPIKE IN WEST FACE OF POWER POLE AT EAST EDGE OF SHELBORNE ROAD AT THE NORTHEAST CORNER OF PHASE I EL. 890.44 EL. 890.44 I� 8) R.R. SPIKE IN 50" PIN OAK LOCATED 250' (� WEST S 220' SOUTH OF THE NORTHWEST CORNER OF LOT NO. 14 IN PHASE I I� EL. 890.65 NOTES: 1. CROSS -HATCHED AREAS DENOTES EROSION CONTROL MATS TO BE PLACED AS SPECIFIED. 2. SHADED AREAS DENOTES AREAS TO BE "HYDRO -SEEDED" AS SPECIFIED. 3. THIS EROSION CONTROL PLAN IS TO BE USED FOR IMPLEbfEN`I'ATION OF EROSION CONTROL MEASURES ONLY. SEE OTHER SHITS FCR GRADING, UTILITY, AND STREET CONSTURCTION. 4. SEE, SHEET 17 FOR GR051ONJ CONTROL DETAILS AND SPECIFICATIONS. pwmw- WA 'k 1 iT 8 A8 o IN Nil • LAND ALTERATIONS WHICH STRIP THE LAND OF SHALL BE VEGETATION, INCLUDING REGRADING, O DONE IN AWAY THAT WILL MINIMIZE EROSION. _0 1 0 S. F. Q SHALL BE RETAINED, PROTECTED AND SUPPLE- MENT. . • THE DURATION OF TIME WHICH AN AREA REMAINS 1I MINIMUM. THE AREA SHALL BE STABILIZED AS N QUICKLY. AS PRACTICAL. O • TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS DURING DEVELOPMENT. NEI PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. • SEDIMENT IN RUN-OFF WATER SHALL BE TRAPPED BY THE USE OF SUCH METHODS AS 3 DEBRIS BASINS, AND SILT TRAPS UNTIL THE DISTURBED 'AREA IS STABILIZED. > w 89.00 c� 0 0 z CD 0 U, a o � C O � -z oA of ox 0A 0 JOB NUMBER I -0158A ��• _Auk. VI ri PGS 8 / 29 6 ' 9y o _ _ RW � al ON I�Q Y 473. 34 , - - m m es.ao _ 235. D/ ' D N 87. O , h� 6 85 55 cp S89 29'10"W 84 10 708. 35 ' co = 85.61 100' Z CD N89 4 7 "£J �� �h 4'00 C.0 86.56 ,. • V • 35, 8. 3 588 07 '33 E /20.63 ' "> / 00. 00 ' 84.75 / D0. 00 ' ADO. 00 ' $ 0117 S TR ►209 STR. ,f249 / oo. oo ' O lV m S // _ CURB /NLEr STR• AVI /9 STR. 0254 - Q O 0 \ O '^� S'%D. N. H• S M. H. CURB / E 35 ' BU/LD/NG SETBACK L /NES_ STD. M. H. URB . j0. 73 _ O00 O o0 15,407 S.F. Q m $ 20 = 8 \ h A = es . SO O ? °° 87.00 �D • OD - a o 0 0 AW BALES (TYP/ o Z �� o �/ 87 • 50 0 86.7 5 0 86.75 STRAW v.85.00 26' B/ g OI I O iCD 65.90 :0) x I w o w o w o1 O g , al IO � ..: 89 54 '07 50.00 ' �, o I 23 , 811 S . F 7 6 5 4 3 '� 2 _ rR.12Jd o o / 000 S F 1 15 000 S.F. 15 000 S.F. 15 491 S.F D SECT IOM I z SM. 0/ 16 , 898 S . F . I > ♦ n v j I Irn O• o, SM. ,f208 SM. f248 STD. M. H. O o w BEEHIVE BEEHIVE ,. STR.1►203 v 25. Do ' / as . so / oo. oo es loo. 00 85.0o I / oo. oo as , oo /00.00 oo ' es , oo Y , 419 S . I--- U, m 85 . f l 5.2 / as 20 / 30. 00 e7 . oo I� _ END SECT/ON � � - _ a - 88.00 I n c-) v 4- - m w S89 2 .. ` SM. 0204 STD. N. H. - _ so S SM. >f206 M. 0206 z CURB /NLEr CURB INLET STRAW BALES (TYP) "XISTING VEGETATION & TREES TO REMAIN IN PLACE. SUPPLEMENT EXISTING COVER WITH HYDROSEEDING BETWEEN PAVEMENT & SIDEWALK. SCALE: 1 " = 50' j I TEW ORARY BENCH MARKS 4) PK NAIL IN WEST FACE OF POWER POLE AT EAST EDGE OF SHELBORNE ROAD AT THE SOUTHEAST CORNER OF PHASE 2 EL. 886.56 EL. 886.56 5) R,R, SPIKE IN WEST FACE OF POWER POLE AT EAST EDGE OF SHELBORNE ROAD AT THE NORTHEAST CORNER OF PHASE I EL. 890.44 EL. 890.44 I� 8) R.R. SPIKE IN 50" PIN OAK LOCATED 250' (� WEST S 220' SOUTH OF THE NORTHWEST CORNER OF LOT NO. 14 IN PHASE I I� EL. 890.65 NOTES: 1. CROSS -HATCHED AREAS DENOTES EROSION CONTROL MATS TO BE PLACED AS SPECIFIED. 2. SHADED AREAS DENOTES AREAS TO BE "HYDRO -SEEDED" AS SPECIFIED. 3. THIS EROSION CONTROL PLAN IS TO BE USED FOR IMPLEbfEN`I'ATION OF EROSION CONTROL MEASURES ONLY. SEE OTHER SHITS FCR GRADING, UTILITY, AND STREET CONSTURCTION. 4. SEE, SHEET 17 FOR GR051ONJ CONTROL DETAILS AND SPECIFICATIONS. ti a ni LEGEND r �•� -SPOT GRADE ELEVATION m m I I 100 . 0 -NO PAD CONSTRUCTED, MAINTAIN EXISTING WOODS. ELEVATION IS REQUIRED MINIMUM FLOOD PROTECTION GRADE N82 26•'• I h z 80 0' g5. 57.00 -1- 121.69' N2/ /5 '39 "W S78 3/ '09 "W ,e7.00 00.00 -MINIMUM FINISHED BUILDING PAD ELEVAT I ION -PROPOSED STORM SEWER MANHOLE -PROPOSED SANITARY SEWER MANHOLE .p. -PROPOSED STORM CURB INLET 000 -EXISTING I' CONTOURS 000 -EXISTING 10' CONTOURS - -0 -6' SUBSURFACE DRAIN 8 RISER -� • • • - FLOW L I NE OR SWAL E EXISTING '. EGETATION 8 TREES TO REMAIN IN PLACE. SUPPLEMENT EXISTING COVER WITH HYDROSEEDING BETWEEN PAVEMENT & SIDEWALK. _ 40. a0 ' S89 54 '07 OW w Q o EROSION CONTROL • LAND ALTERATIONS WHICH STRIP THE LAND OF SHALL BE VEGETATION, INCLUDING REGRADING, O DONE IN AWAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION Q SHALL BE RETAINED, PROTECTED AND SUPPLE- MENT. . • THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS QUICKLY. AS PRACTICAL. O • TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS DURING DEVELOPMENT. • PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. • SEDIMENT IN RUN-OFF WATER SHALL BE TRAPPED BY THE USE OF SUCH METHODS AS 3 DEBRIS BASINS, AND SILT TRAPS UNTIL THE DISTURBED 'AREA IS STABILIZED. ti a ni LEGEND r �•� -SPOT GRADE ELEVATION m m I I 100 . 0 -NO PAD CONSTRUCTED, MAINTAIN EXISTING WOODS. ELEVATION IS REQUIRED MINIMUM FLOOD PROTECTION GRADE N82 26•'• I h z 80 0' g5. 57.00 -1- 121.69' N2/ /5 '39 "W S78 3/ '09 "W ,e7.00 00.00 -MINIMUM FINISHED BUILDING PAD ELEVAT I ION -PROPOSED STORM SEWER MANHOLE -PROPOSED SANITARY SEWER MANHOLE .p. -PROPOSED STORM CURB INLET 000 -EXISTING I' CONTOURS 000 -EXISTING 10' CONTOURS - -0 -6' SUBSURFACE DRAIN 8 RISER -� • • • - FLOW L I NE OR SWAL E EXISTING '. EGETATION 8 TREES TO REMAIN IN PLACE. SUPPLEMENT EXISTING COVER WITH HYDROSEEDING BETWEEN PAVEMENT & SIDEWALK. _ 40. a0 ' S89 54 '07 OW w Q o r m Q w (n O 3 > w c� 0 0 z CD 0 U, a o � C O � -z oA of ox 0A 0 JOB NUMBER I -0158A SHEET 16 OF 1/ DATE: E ROSION C 0 NTROL L PLAN 0 Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12-12-12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime Into the soil fo a depth of 2-3 Inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of fire area, while considering best seeding dates. Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* lbs/acre lbs/1000 We II sq.ft. Droughty Drained Wet -------------------------------------------------------------------------------------------------------------------------- Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5-8.3 2 1 2 2. Tall Fescue 25 .6 5.5-8.3 1 Red Clover" 5 .12 3. Kentucky Bluegrass 15 .4 5.5-7.5 2 1 -Creeping Red Fescue -----------------15_________ ---.4 Steep Banks and Cuts 4. Tall Fescue 15 .4 5.8-7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5-8.3 2 1 Emerald Crownvetch"------10______________25 ------------------------------------------- ---------------------------------------------------- Lawns and lfigh Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8-7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0-7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5-8.3 2 l 2 -------------------------------- ' I - Preferred 2 - Will Tolerate " Innoculate with specific innoculants Approximate Seeding Dates For Central Indiana Temporary Seeding Dates Wheat or Rye Oats Annual Ryegras Non-lrrigatede Irrigated Dormant d ■* Jan j Feb Mar Jun Jul Aug and satisfactory disposal of all trees. down timber. brush. embankment below Nov SWALE --- ---- -_Apr ---- -May ---- ------------ - -Sep -Oct -------- 2. -Dec ---- be left remaining in the project area shall not receive limb. bark. or root injuries. When such injuries occur. all rough edges of scarred areas shall be removed in accordance with accepted horticultural practice and the scars coated thoroughly with an asphaltum base tree Z Cr-� 10. X\ Unsuitable Material - from clearing operations stated in Item 01 shall be removed to disposal area(s) off of the project site tinless a "bury pit" shall be utilized --- ---- K,10*0, i \o'n --- ------------- ---- ---- ---- ---- Bury pit locations st1aII be approved by Engineer or Permanent Seeding Dates Burning - materials shall riot be disposed of by burning W unless approved by the local Fire Marshall and Owner. 5. Tree Removal - Trees shall be removed from the project --- --- Ila --i---- contractor shall endeavor to save arid Drotect trees of --- ---- ---- improvements as designated. In the event cut or fill exceeds 0.5 foot over root area. the Developer shall be consulted with respect to protective measures to be taken. if any. to preserve such trees. 6. Tree Protection - The Contractor shall be responsible Ll '-\\ ---- ----1----I----I---------i--------- that are to remain. Existinq trees subject to --" L-`' see ing Irrigation needed during this period. To control erosion at times other than in the shaded areas, 1 use mulch. e Late summer seeding dates may be extended 5 days if mulch is applied. *+ Increase seeding application by 50':. SEEDING DATA TABLE Pc a,v viEw WCbO 6r4KE5(ryp) ' FLOW .37'9RW &4C ES eglc.cul WiRE Cfl/C.KeAl W/RE 6TRFrC1.1E0 AV FRO,I T0,c 5rK4"1 d41 e5; ,4,UCNOR w/,#fEr 1 FE,uCC Pa57-S. METAL ff-VCE POSTS waoo sugeAyP l ,:-I Of - w -- STRAW B✓�LES- _ _ = 11I = 1 I =111 111=111-� l�lll ��Illll=111='-111=III II1�111�1t1 j1111111_III---Ill�ll III=.111' III -111 (F= 111-111 II 111 Illlll��;11II(I11= �1 ••,'.' '' ' ' / ll �\\ 111 \1)'111 \\\ INLE LIMIT OF TEMPOR/ SUMP. in' ,NENT FINISH GRADE rr_mrvnAnr aumP GRADE TEMPORARY SEDIMENT SUMP DETAIL SEDIMENT CONTROL STRUCTURES 4 STREET STRAW BALES (ANCHORED) CURB STRAW BALES (ANCHORED) - SS BAG L Oct/ DR&tiw SLOT 5/ZE= W/ TYPICAL SLOTTED RISER Lli V-)< 2" WtCCD L_,Tt-k E- N1 ARKEfi STAMP Cu R 8 Q7 SUBSURFACE DRAIt�I � � FItJ (SI --FED LDC -A -TION I may, _ GRA.DE --ALI I IF�`7 -�� 11r�11G Tr iu ilp� (11 -11t --11F tl I-- jl€% Z 1,7 - I [ 1) f^�c err U.0. N Uzi+ e 3� 10� 5LOM 4" PLASTIC. PIPE -M EAC} LOT (TYP LOT SUB -SURFACE DRAIN SERVICE DETAIL 7 1. All subsurface drain services shall be 4" diameter bfETALFEUCEPRSr oerforaterl plastic pipe. 2., Each lot shall be provided with a single connection point as shown on the development plan (Sheet 3). Contractor shall install a manufactured tee connection and 20' of subdrain in the location shown. Pipe shall be constructed on a 1.00% slope. 3. Contractor shall plug and mark the end of the stub for future location with a wooden 1" x 2" lathe. 61-1-rigt✓ 6s,( -,,s Secured -- = (III =11 `- 1111= 111 =1flf =III(= III _ifll (ll( �Xi6>`ii19 �i�de �/� Undercuf �" PROF/L E 1116141 , Al. rs. STRAW BALE SEDIMENT FILTER AND INSTALLATION DETAIL P. EROSION CONTROL MATTING STAPLE(SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR SPACING) HYDRO -SEEDING OVER E�' TOPSOIL �I 3 l i1� ��llt 6" MIN. TURN -DOWN EROSION COTROL BLANKET (NORTH AMERICAN GREEN OR EQUAU III EXISTING GRADE OR PREPARED SUBGRADE d z 1L am EROSION CONTROL BLANKET INSTALLATION DETAIL 3 !w rYlr 9 ✓AR r', RF rel 7n fYAI 1.0r,11f.N1' f/Ant roA Ac'17141. OV&TCUT 807-701-1 Or SRIALE 0.2 rT 7D ALLOtil r0f( S/1.TA71tW . a DESIGA! ?) ELEVATIOA1 INA • �0 Wv- W/(VO. a + ►I i1RrRE�^rE fta��tricc OG'FriCU7 1307-719" A` 9WALE 0.2 FT. 7D A L L01V FOR S/C.TAT 10a _ t J OE SIGA! ELEVATION tf,l GENEF30L N(JTES 1. Utilitv Locations - Al existing utility depths and locations shall be verified in the field by the Contractor before beginning construction. It. shat) be the Contractor's responsibility for notification and Coordination of all construction with the respective utility cornpanif-E- 2. Utilitv Trenches -- Shall be sheeted and braced as necessary to protect workmen and adjacent structures. All trenches shall be in accordance with 051-10 standards to protect workers. 3. Materials and Workmanship - For items called for on this plan shat l meet the requir-enrents of the 1,900 Indiaria Department of highways Standard Specifications. 4. Installation - It is essential that the work to be done in conjunction with this project be installed accord inq to these specifications. 'rhe Engineer will be required to certify to certain portions of this Droject upon completion. Iher-eftire. it. is necessary in order t.a obtain approval 311d acceptance from the Clay Township Regional Waste District that construction wad done in compliance with these plans and specifications. 5. Conflicts - In the event of conflict between the plans and srrec.ifications, the following priority should clovern: A. Plans B. Specifications C. Referenced specifications. i.e. IDUH, IDEI'1. ASTM, Clay Township Regional Waste District (C.T.R.W.D.), County, and State. 6. Bench Marks - carefully maintain all bench marks. monuments. and other reference points; if disturhed or destroved, replace as directed. FINISH GRADING AND SEEDING 1. Topsoil - shall he spread to a minimum death of B" over all graded areas. The finish arade shall reflect proposed r-ontours arid spot elevations as shown on the gradina plan. 2. Temporary Seedina - All areas disturbed during construction shall tie seeded as soc►n as possible after construction grading. Seeding shall be applied at a rate of 110 lbs./ acre consistino_ of 45 lbs. Alta Fascue. 30 lbs. Perennial Rye. and 35 lbs. Annual Rye. the seeded areas shall be covered with weed free straw at a rate of 2 tons/acre. 3. Finish Sr -riling - Of ter finish qr adintl and tcausoi 1 olacemrnt all areas sha11 be seeded and mulched. The seeding shall be ar)plied at the rate of .110 lbs. per acre. 't lip mixture shall consist of 1C) lb,. of Annual Rvegrass. 25 lbs. of certified fine leaf Perennial Rvegrass. 25 lbs. of Creeping Red Fescue. 25 lbs, of certified common Kentucky Bluegrass or- Newrlort Kentuckv Bluegrass. and 2.5 lbs. of Wabash i<rntuckv Dlt.tegrass or approved enua 1 , l l,e seeded areas stna 1 1 be covered with weed free straw at a rate of 2 tons/acre. 4. Sodding 51.een S 1 ones - Where f in i sit s 1 oD"t3 are s teener then 3:1 sod sha)1 be placed in accordarnce with the sodding item found in the storm sewer section of these soeci f Ica tions. EROSION 1:0I4 1 ROL 1. Disturb only the array needed for constrtrr-tirrn. 2. Erosion Protect inn Measures - 1 he Cor►tr ac tnr slra 1 1 urovi(le adpnuate erosion protection measures during construction such a9 but not limited toll A. Siltation Basins 13. Silt Trans 1:. Straw Balt! Dams 1) . Sn i 1 t :Pmen t. E. Mt r i c h and Seed i nt) f=. Soil Stabilization Fabric G. Jute Nettinq 3. Straw bales shall be installed in swales as showtl on above detail at downstream end. , 4. Straw bales shall be itnstalled to surround all curb inlets (prior to paving) and lawn inlets. Anchorage is identical to Lite swale protection detail. 5. All eroded areas in need of repair shall utilize a North American Green 5150, or equivalent, erosion control blanket to hold mulched seeding in place. raV_- V W a ai_1_ 1. Streets Hamilton County Highway Dept. 1717 Pleasant Street Noblesville, Indiana 45060 (317) 773-7770 2. Storm Sewer Hamilton County Drainage Board 942 Maple Ave. Noblesville, Indiana 46060 (317) 776-9626 3. Sanitary Sewer Clay Township Regional Waste District 10755 North College P.O. Box 40638 Indianapolis, Indiana 46240-0638 (317) 844-9200 4. Water Indianapolis Water Company 1220 Waterway Boulevard Indianapolis, Indiana 46206 (317) 263-6319 5. Buried Gas Pipelines Shell Pipeline Corperation 8500 North Michigan Rd. P.O. Box 68099 Indianapolis, Indiana 46268 Shell F}nergency Number 1-800-634-4325 or 618-254-7467 Shell Maintenance Facility: (317) 872-5113 Panhandle Eastern Pipeline Company P.O. Box 38 Zionsville, Indiana 46077 (317) 873_2410 6. Gas Indiana Gas Company 15900 Allisonville Rd. Noblesville, Indiana 46060 (317) 773-0430 7. Electric Indianapolis Poorer & Light Company 25 Mo ment Circle Indianapolis, Indiana 46206 (317) 261-8296 8. Telephone Indiana Bell Telephone Company 5858 North College St. Indianapolis, Indiana 46220 (317) 265-5878 or 1-800-382-5544 9. Cable Television Jones Intercable Inc. 516 East Carmel Dr. Carmel, Indiana 46032 (317).844-8877 Utility Hotline: Within Indiana 1-800-382-5544 Outside Indiana 1-800-428-5200 Note: The size and location of utilities are per plans and locations provided by the respective utility companies. All utility canpanies shall be notified prior to any excavation for field location of service. W Q � CI,EAR.ING.. GRUBBi.NG._ AND TREE PROiECT:ION 1. Clearing and Grubbing - Shall consist of cutting. removal. and satisfactory disposal of all trees. down timber. brush. embankment below Droiectina roots. stumps. rubbish. bOu lders. broken SWALE concrete. fencing (as designated and other material UNDERDRAiN on the project site and within the bvundigry as shown on SWALE DETAIL n6compacted the construction documents and/ or, as dpsionatud by to 95% of standard "construction limits". 2. Injury - Special care shall be taken to inSLire that trees to be left remaining in the project area shall not receive limb. bark. or root injuries. When such injuries occur. all rough edges of scarred areas shall be removed in accordance with accepted horticultural practice and the scars coated thoroughly with an asphaltum base tree Z paint. 3. Unsuitable Material - from clearing operations stated in Item 01 shall be removed to disposal area(s) off of the project site tinless a "bury pit" shall be utilized in an area where it shall not be beneath building areas and/or pavement areas and shall not be located in an area where storm drainage structures shall be located or where impoundment of surface drainage may occur. Bury pit locations st1aII be approved by Engineer or Owner. 4. Burning - materials shall riot be disposed of by burning W unless approved by the local Fire Marshall and Owner. 5. Tree Removal - Trees shall be removed from the project site only where the area is to hP occupied by road and Ila surfaced areas in accordance with specifications The contractor shall endeavor to save arid Drotect trees of value and worth which do not impair construction of improvements as designated. In the event cut or fill exceeds 0.5 foot over root area. the Developer shall be consulted with respect to protective measures to be taken. if any. to preserve such trees. 6. Tree Protection - The Contractor shall be responsible for determining the method for protection of tops. trunks. and roots of existing tree on the project site that are to remain. Existinq trees subject to construction damage shall be boxed, fenced. or otherwise protected before any adjacent work is started. Earth. material and equipment shall riot be stockDiled or stored within the spread of branches. Branches which need to be removed or broken shall be neatly trimmed and scars shall be covered with tree paint. QRAQ.I NG 1. Stripping - Topsoil shall br stripnt,d as necessary to remover organics and topsoil in the areas to be occupied by roads. walks. arid designated build -areas. 2. 5tocl-rilinq - Topsoil shall be kept seDarated from suitable fill materialet and shall not he used as; fill urmder oavemetit .end/or building areas. lOpSoi 1 steal ) be reasonably free from subsoil debris and stones arid may be used in the top 24" of other fill areas. ToDsoiI shall be stored at a location where it does not intprfrre with construction aDerations. �. 3. Suhnrade - The Contractor shall Der iorrn all uradino opera t imps to br i rig subgrades . a f ter f i nc l compac tion . to tl,P r entre red grades and sec t ions f or ni to development. 4. PronfroIIinq - Subgrade shall be proofrolled with suitable enuinmr?nt and all sponav arid otherwise unsuitahlp material shall be removed and replaced with suitable material in accordance with Section 207.02 of the Indiana Department of highway Standard Specifications. 5. Subgrade for Streets - Subgrade shall be compacted to 100% of standard proctor in the upper 6" of depth. FINISH GRADING AND SEEDING 1. Topsoil - shall he spread to a minimum death of B" over all graded areas. The finish arade shall reflect proposed r-ontours arid spot elevations as shown on the gradina plan. 2. Temporary Seedina - All areas disturbed during construction shall tie seeded as soc►n as possible after construction grading. Seeding shall be applied at a rate of 110 lbs./ acre consistino_ of 45 lbs. Alta Fascue. 30 lbs. Perennial Rye. and 35 lbs. Annual Rye. the seeded areas shall be covered with weed free straw at a rate of 2 tons/acre. 3. Finish Sr -riling - Of ter finish qr adintl and tcausoi 1 olacemrnt all areas sha11 be seeded and mulched. The seeding shall be ar)plied at the rate of .110 lbs. per acre. 't lip mixture shall consist of 1C) lb,. of Annual Rvegrass. 25 lbs. of certified fine leaf Perennial Rvegrass. 25 lbs. of Creeping Red Fescue. 25 lbs, of certified common Kentucky Bluegrass or- Newrlort Kentuckv Bluegrass. and 2.5 lbs. of Wabash i<rntuckv Dlt.tegrass or approved enua 1 , l l,e seeded areas stna 1 1 be covered with weed free straw at a rate of 2 tons/acre. 4. Sodding 51.een S 1 ones - Where f in i sit s 1 oD"t3 are s teener then 3:1 sod sha)1 be placed in accordarnce with the sodding item found in the storm sewer section of these soeci f Ica tions. EROSION 1:0I4 1 ROL 1. Disturb only the array needed for constrtrr-tirrn. 2. Erosion Protect inn Measures - 1 he Cor►tr ac tnr slra 1 1 urovi(le adpnuate erosion protection measures during construction such a9 but not limited toll A. Siltation Basins 13. Silt Trans 1:. Straw Balt! Dams 1) . Sn i 1 t :Pmen t. E. Mt r i c h and Seed i nt) f=. Soil Stabilization Fabric G. Jute Nettinq 3. Straw bales shall be installed in swales as showtl on above detail at downstream end. , 4. Straw bales shall be itnstalled to surround all curb inlets (prior to paving) and lawn inlets. Anchorage is identical to Lite swale protection detail. 5. All eroded areas in need of repair shall utilize a North American Green 5150, or equivalent, erosion control blanket to hold mulched seeding in place. raV_- V W a ai_1_ 1. Streets Hamilton County Highway Dept. 1717 Pleasant Street Noblesville, Indiana 45060 (317) 773-7770 2. Storm Sewer Hamilton County Drainage Board 942 Maple Ave. Noblesville, Indiana 46060 (317) 776-9626 3. Sanitary Sewer Clay Township Regional Waste District 10755 North College P.O. Box 40638 Indianapolis, Indiana 46240-0638 (317) 844-9200 4. Water Indianapolis Water Company 1220 Waterway Boulevard Indianapolis, Indiana 46206 (317) 263-6319 5. Buried Gas Pipelines Shell Pipeline Corperation 8500 North Michigan Rd. P.O. Box 68099 Indianapolis, Indiana 46268 Shell F}nergency Number 1-800-634-4325 or 618-254-7467 Shell Maintenance Facility: (317) 872-5113 Panhandle Eastern Pipeline Company P.O. Box 38 Zionsville, Indiana 46077 (317) 873_2410 6. Gas Indiana Gas Company 15900 Allisonville Rd. Noblesville, Indiana 46060 (317) 773-0430 7. Electric Indianapolis Poorer & Light Company 25 Mo ment Circle Indianapolis, Indiana 46206 (317) 261-8296 8. Telephone Indiana Bell Telephone Company 5858 North College St. Indianapolis, Indiana 46220 (317) 265-5878 or 1-800-382-5544 9. Cable Television Jones Intercable Inc. 516 East Carmel Dr. Carmel, Indiana 46032 (317).844-8877 Utility Hotline: Within Indiana 1-800-382-5544 Outside Indiana 1-800-428-5200 Note: The size and location of utilities are per plans and locations provided by the respective utility companies. All utility canpanies shall be notified prior to any excavation for field location of service. W Q � N I)enthet of embankment below the upper 6" shall be SWALE AND DMILA. UNDERDRAiN s SWALE DETAIL n6compacted to 95% of standard proctor. FINISH GRADING AND SEEDING 1. Topsoil - shall he spread to a minimum death of B" over all graded areas. The finish arade shall reflect proposed r-ontours arid spot elevations as shown on the gradina plan. 2. Temporary Seedina - All areas disturbed during construction shall tie seeded as soc►n as possible after construction grading. Seeding shall be applied at a rate of 110 lbs./ acre consistino_ of 45 lbs. Alta Fascue. 30 lbs. Perennial Rye. and 35 lbs. Annual Rye. the seeded areas shall be covered with weed free straw at a rate of 2 tons/acre. 3. Finish Sr -riling - Of ter finish qr adintl and tcausoi 1 olacemrnt all areas sha11 be seeded and mulched. The seeding shall be ar)plied at the rate of .110 lbs. per acre. 't lip mixture shall consist of 1C) lb,. of Annual Rvegrass. 25 lbs. of certified fine leaf Perennial Rvegrass. 25 lbs. of Creeping Red Fescue. 25 lbs, of certified common Kentucky Bluegrass or- Newrlort Kentuckv Bluegrass. and 2.5 lbs. of Wabash i<rntuckv Dlt.tegrass or approved enua 1 , l l,e seeded areas stna 1 1 be covered with weed free straw at a rate of 2 tons/acre. 4. Sodding 51.een S 1 ones - Where f in i sit s 1 oD"t3 are s teener then 3:1 sod sha)1 be placed in accordarnce with the sodding item found in the storm sewer section of these soeci f Ica tions. EROSION 1:0I4 1 ROL 1. Disturb only the array needed for constrtrr-tirrn. 2. Erosion Protect inn Measures - 1 he Cor►tr ac tnr slra 1 1 urovi(le adpnuate erosion protection measures during construction such a9 but not limited toll A. Siltation Basins 13. Silt Trans 1:. Straw Balt! Dams 1) . Sn i 1 t :Pmen t. E. Mt r i c h and Seed i nt) f=. Soil Stabilization Fabric G. Jute Nettinq 3. Straw bales shall be installed in swales as showtl on above detail at downstream end. , 4. Straw bales shall be itnstalled to surround all curb inlets (prior to paving) and lawn inlets. Anchorage is identical to Lite swale protection detail. 5. All eroded areas in need of repair shall utilize a North American Green 5150, or equivalent, erosion control blanket to hold mulched seeding in place. raV_- V W a ai_1_ 1. Streets Hamilton County Highway Dept. 1717 Pleasant Street Noblesville, Indiana 45060 (317) 773-7770 2. Storm Sewer Hamilton County Drainage Board 942 Maple Ave. Noblesville, Indiana 46060 (317) 776-9626 3. Sanitary Sewer Clay Township Regional Waste District 10755 North College P.O. Box 40638 Indianapolis, Indiana 46240-0638 (317) 844-9200 4. Water Indianapolis Water Company 1220 Waterway Boulevard Indianapolis, Indiana 46206 (317) 263-6319 5. Buried Gas Pipelines Shell Pipeline Corperation 8500 North Michigan Rd. P.O. Box 68099 Indianapolis, Indiana 46268 Shell F}nergency Number 1-800-634-4325 or 618-254-7467 Shell Maintenance Facility: (317) 872-5113 Panhandle Eastern Pipeline Company P.O. Box 38 Zionsville, Indiana 46077 (317) 873_2410 6. Gas Indiana Gas Company 15900 Allisonville Rd. Noblesville, Indiana 46060 (317) 773-0430 7. Electric Indianapolis Poorer & Light Company 25 Mo ment Circle Indianapolis, Indiana 46206 (317) 261-8296 8. Telephone Indiana Bell Telephone Company 5858 North College St. Indianapolis, Indiana 46220 (317) 265-5878 or 1-800-382-5544 9. Cable Television Jones Intercable Inc. 516 East Carmel Dr. Carmel, Indiana 46032 (317).844-8877 Utility Hotline: Within Indiana 1-800-382-5544 Outside Indiana 1-800-428-5200 Note: The size and location of utilities are per plans and locations provided by the respective utility companies. All utility canpanies shall be notified prior to any excavation for field location of service. W Q � N c m Z O >01 W Ila J W v Z w o U. uJ A ox WQ JOB NUMBER I-O>v8A SHEET 17 OF 17 DATE: GRADING AND EROSION CONTR. DETAILS AND t.SPECIFICATION/ z I � / / I / N, N, 1 W N, 3t • i (4) 5-q FB. C. C. S. P/ PES — \ cqv � i -- -- _—JJ i I 52 1 \ � 1 N, TYPICAL OUTLET STRUCTURE PIPE SPACING AND ANCHORING DETAIL 3'x 8''x H/3 Keyway Conctr. Jr. r� No Jr. read. wnen v Is leas than 30' On• Jr. reqd when "G" • 30' to 421 Both Jts regd when °G" is over 42" S S S I R 1 T I Tit I T/2 -rr ,12Pc 3" i I i C,\40 LEGEND C.M.-Corruguled Mefol C.A.-Corrugaled Aluminum C.S.-Corrugoled Steel T -Clear dlslonce between pipes. For Mom, or span less than 48", T-2'-0" For diom. or span 18- to 96", T-Ih'•dlom, or Spon For diam. or spun greoler than 96", T-4'-0" GENEHAL NO I ES 1. /Anchor straps shall be used al both upstream and downstreom ends of oil C.A., C.S. and structural plate pipes and pipe arches with a dlameler or span of 421nches or greater. 2. (look boll$, In addlllon to anchor strops, shall be used of oil C.A., C.S. and structural piole pipes and pipe arches with a diameter or spot) of 8 4lnclies or greater. 3. Straps shall be either o galvanized No.6 reinforcing bor or zlnc- cooled 3/e•' diameter aircraft cable. Installation shall be as shown In defolls. 4. Rlprop shall be placed of Ilia ends of pipe structures when shown on pions. � —h8 SECTION THRU ANCHOR 3/4" 0 earZ,�—� j ` �lO i 9r 3, 1— 1 R, 16- 16 I" Spherical Radius I ' N " I " N � r _ GALVANIZED HOOK BOLT AND NUTS 41 jam. — scale • I" = 50' PHASE 4 10.888 ACRES \p0 X00 mA3E 3 SEE SHEET 2 00 15.385 ACRES PHASE 1 °0) 25.035 ACRE /oo✓ SEE SHEETI PHAGE 2 18.152 ACRES 91 00 SUBDIVISION PHASE KEY MAP 80ALEt N.T.B. AREA MAP TEAPORARY BENCH MARKS: 4) PK NAIL IN WEST FACE OF POWER POLE AT EAST EDGE OF SHELSORNE ROAD AT THE SOUTHEAST CORNER OF PHASE 2 EL. 888.58 5) P.R. SPIKE IN WEST FACE OF POWER POLE AT THE EAST EDGE OF SHELSCRNE ROAD AT THE NORTHEAST CORNER OF PHASE I EL. 890.44 9) R.R. SPIKE IN 50' PIN OAK LOCATED 230' WEST 8 220' SOUTH OF THE NORTHWEST CORNER OF LOT NO. 14 IN PHASE I EL. 890.65 893 ------ EXISTING I' CONTOUR 66S EXISTING 5' CONTOUR FEB - 1 PROPOSED COIIIT'OUR �..a+a�•.a�. WATERS EDGE o"Rx-Lfr1SrrummJouS AVP Coegs,�WD STEED- t'rP� �F t3.C.C,S.� CC*hTC0Cn0P./ 0-EgE1 6 00M-5 •Ra - � w •r•, =' A Pty 1 t� CERTIFIOD: 0 0 Z S LQH wa o� Q r"1 p JOB NUMBER I -0158A SHEET OF 4 DATE: LAKE GRADING PLAN r 9 I ME 7 MINIMUM FLOOD PROTECTION GRADE =1111=III- 4*./ S N I I� �OPF - �Mq 0 100 YR. POOL LEVEL S4k� STORAGE 0 NORMAL POOL 3 IIII s 111oPf (lygX� m I��-I1111= BOTTOM % =III(=1111���I�IIu Ell( -11011 CON 1I(OL -� /ULANICC I Tot- -114 1\ ENDS N.T. TYPICAL LAKE CROSS-SECTION I �� O` 54NK eS SJOWiV Opt/ COMPs1f 7:D- /N5RS NCI'S;'/. _ W4 '0. r 7D° OF``y_=f 2 S'K=YWAY TYPICAL CROSS-SECTION THROUGH LEVEE 2 GENERAL NUTE5 / / J i / CI_EAR1146. Gf2UDDINU. AND [REE PRUiECt.IUN _.... -.. -. .. - - --- - -.---._.... ._.-.._ ..- stones. it shall be staked or oinr/ed 6eCllrel V wl 1 h at FINISII GRADING AND SEEDING 1. Utility L.ocatiorls - Gall existing utility depths 1. TODSoi1 - shall he spread to a minimum depth of 8" over and local.iops shall be verified in the field by 1. Clear Ino and Grubbing - Shal I consist of CULtina. r emvval . all graded areas. the finish grade shall reflect the Contractor before beginn.inq construction. It oronospd contours arid snot elevations as shown on the \� shall be the Contractor's responsibility for / aradinv plan. \ notifirati.nr) and Coordination of al I construction 1 \ l� with the respective utility comnanies. 2. Iernnorary Seeding - At areas disturbed (Iurirlq �_ / on the project site and within the btn.lrui ry as -howri on cPro strurtinn shall 1)P seeded as socmn as nt)ssihIe after U) Utility Trenches - Shall be sheeted and braced as cnrl-,trur--tion r-nd in Seed in q q. q shall be applied at a inch (lead. Arlt( a I-itich secondary drive as manufacturprl necessary to protect workmen and adjacent rate of 110 lbs./ Acre consisting of 45 lbs. Alta "cnnr;tr-uction 1 imits". structures. All trenches shall be in accordance r SCUP. HCl Ibs. i Prrnnnial Rye arid 35 lbs. Annual rive. + • /I I with USFIA standards to protect workers. are available on request from the Engiiiver. the ser-tled areas shall be covered with weed free straw • 1 2. injury - Special care shall be taken to insure that trees to at a rate of 2 tons/acre. • � I rlaterials and Workmanship - For items called for he lett remaining in the project area shall not receive 892`-�on / Plan ha t the reouiremerlts of the this P_,a-newh 1. Finish Srrding - Of ter f inisll q► ad.inU and tot?soi. 1 limb. hark. or root injuries. Mien such injuries occur. 1988 I n i an Der) ar toren t of I-liyhways Standard rl l are(nrn t :11 1 ar Pas sha t l be seeded and mulched. T 11e / --� / Suet: if.ications • -rerlirttl -hal 1 tip arf11 iPd at the rate of ]to lbs. Orr arras, Iter nlixf:urtz s11a11 consist of 1C1 Ihss. of Annual / 4. Installation - It is essential that the work to be itvpgr-ass. 75 1hs. of rertifiPH fine leaf Perennial / done in conjunction with this project be installed flvParas-. 75 lbs. of Creeping Red Fesrur?. 25 lbs. of / / accordinq to these specifications. -The Engineer U C certifiPti common Kentucky BiuPgrass ell- (ArwonrL Kentucky / will be required to certify to certain portions of C7 Il)ur-rlrass, arid 25 lbs, of Wabash Knntucl-v 111clegrass or / /wrrPd this Droje(­t upon cntnpletion. Illpr-eft)re. i t is innrr)vPtI FtitlaI . the seeded areas steal ( be covered with necessary in order to obtain approval �3rmd free straw at a rate of 2 tons/acre. I -0 158A acceptance from the Clay Township Regional Waste District that r_.onstruction was done in comPlianr_e 4. Sndd.tnCl Siem �i1nPe, n.l-, - Where fli1 slOnt?° are st.ePr?rr(Ilan with these Plans and specifications. ;T:1 -od shall be nlaCecl in accordance with the soddino item found in the storm ,ewer section of these 3:1 M 5. Conflict-; - In the event of conflict between the snecificaLions. X. • / Plans and ,PecificaLio•ls, the following priority • / -- shou 1 d clovers sroRrl sEwr_Rs -� A. Plans I. Rr(nfnrced Coll Itretie f'i118' - when -:11(14!11 un il►P / B. Sneclfications CcIllstrlrrtioil 111arls ShAll be Ill AI;Crlrrl.tillt:r' with ()S•Ill U-- 1 \ I / � C. Referenced specifications. i.e. IDOH, -Towrlshiu 76 (;lam, III unless otherwise !:ilrcifipI 011 the / 1 , IUEH. ASIM. ClayRegional Waste District (C.7.R.W.1).), County. and 7. (:orrugatr_c) 1,10,11 [line- when shown un t:r111strlout inn 111ar1, / / 1 State. ,hal I be Ili gauge unless otherwise spec i 1 it?d by the 1 / manufacturer. ��_ __` // -/ 6. Bencit f1ar-ks - careful I maintain all bench marks. 3. MAnh(-)leg. Gatch basins. arid Intels - may be urticast • // / monuments, and other reference points: if concrete, brick or block (precast base, barrel. top. 1 / disturbed or destroved. replace as directed. and/or cone are recommended). 4. Sodd i req - where sod in spec i f i rid f nr (filches or steep R,E-1VM17=R�701Y ORc/VO�C720/y / / J i / CI_EAR1146. Gf2UDDINU. AND [REE PRUiECt.IUN _.... -.. -. .. - - --- - -.---._.... ._.-.._ ..- stones. it shall be staked or oinr/ed 6eCllrel V wl 1 h at / / �-� / / \ 9 least two stakes or pins non t more tha2 feet at art // `--__ 8 1. Clear Ino and Grubbing - Shal I consist of CULtina. r emvval . wi th the f Int side against the slovie. Stakes may be iftordisposal of all treen s. dowtimber• brush. and satsacy p b(DUlders, broken wood at least 1 /2 x 3/4 x 12 triches, dr iyPll' [)ills Lhal / / oroiectina root-,. stumps, rubbish. the last 1 inch remain!t above the ttln of sod. of 1- 1 r_oncrptp. fenci.no (as des1Urlate_d). arid other material shaped nips. machine beat from 15 inch nieces of 6- / �_ / on the project site and within the btn.lrui ry as -howri on - oaum? low carbon bright steel with all I3 -inch leq, a 4- U) tl,r cnns,trur-tinrl documents and/ or a-, dr,siurlat(?d by I: llr inch (lead. Arlt( a I-itich secondary drive as manufacturprl COr J "cnnr;tr-uction 1 imits". by Firelands Sunp)y Cot 21 South norwalk Road, U.R. 04. are available on request from the Engiiiver. 2. injury - Special care shall be taken to insure that trees to he lett remaining in the project area shall not receive i limb. hark. or root injuries. Mien such injuries occur. a 1 1 rough PdgeS of scarred areas sha I 1 be rt?moved in accordance with ar-cepted horticultural oraet:ice and the / Sc Coated thoroughly with an asphaltum base tree 3. Ilr„u1tabIP Mater.ial - from clearinq operations stated C 3. in I tem if l sha l l he removed to di snosa l area (s) off of / / / / the Project site finless a "bury nit" shall be utilized in an area where .it shal l riot be beneath bui (din areas anrf/or Pavement areas and steal l riot be located in an area where storm drainage structures shall be located % 1 / or where irnonundrnent of surface drainage may occur. �-- 1� 1 • �1 / / / Pury nit locations shall be approved by Engineer or �� �� \\ /i • 1 �/ �� �/ / / Uwner. f 4. Burning - materials shall not be disoosrd of by burning unless approved by the local Fire Marshall and Owner. Tree Removal - Trees shall be removed from the project sitr only where the area is to hr occunied by road and 1 \ \\ // / // /QDOG�• Z // / surf,,r_rd areas in accordance with specifications of t -he irid int ranoIis Department of 1ransoortativn. the contrar-tor shat) endeavor to save arid vrotrtct trees of val et' 1,nd wt owhih cdo not imnair _onst.rut_t. ion of �� rh imnrnvr�mrn is ,�s designated. Ili the evrn t rut or f i 1 1 0.5 foot over root area. the Dev"loner -hal l be II<.O/� / conct(]tad with resneCt to Protective measures to be / • ) / takpn, i f any. to Preserve such trees. b / I / / 6. rree Protection - The Contractor shall be responsible \\ • /i QP for determining the method for protection of tops. UTILITY OWNERS: ;' \\ • /i /// // /� /// /� / O trunks. and roots of existinq tree on the project site that are to remain. Existing trees subject to 1. Streets 6. Gas construction damage steal t be boxedfenced. or Hamilton County Highway Dept. Indiana Gas Oomrpany 1717 Pleasant Street otllerwisP protected bPiore any atljacent work is 15900 Allisonville Rd. 0' Noblesville, Indiana 46060 star - fed. Earth. material arid equipment shal I riot be Noblesville, Indiana 46060 (317) 773-7770 (317) 773-0430 sterckni led or stored within the spread of branches. Branches which need to tie removed or broken shall be neat IV trimmed and scars sha I 1 be covered with tree 2. Storm Sewer 7. Electric Paint . Hamilton County Drainage Board Indianapolis Power & Light C mpany 942 Maple Ave. 25 Moument Circle (4) g F.13.C.C.S. / Noblesville, Indiana 46060 Indianapolis, Indiana 46206 / IPE -6 1 v?� GRAD I NG ( 317) 776-9626 61 �- -" �' - (317) 261 -8296 3. Sanitar Str i lip no - 1 ()Ono 1 sha 1 1 be st r i nnrci as necrSsary to Y Sewer 8. Telephone / -� /Clay 7bwnship Indiana Bell Tele remove organics and tnpsoi 1 in the arras to be nccunied ptxxle Company Regional Waste District 5858 North college St. by roads. walls. arid designated bui Irl -areas. / 10755 North College � e9 Indianapolis, Indiana 46220 P.O. Box 40638 • \ I (317) 265-5878 or 1-800-382-5544 ,' • 1 \ \ 7. Stor_l:niIina - topsoil shall tie kept Seoarated from Indianapolis, Indiana 46240-0638 ctb EMERGF�VCY • J \�� \\ \ suitable fill materials and shall not tie used as fill (317) 84A-9200 9. Cable Television un(ler nnvernent and/or bilildincl areas. Iopsoi 1 sha) 1 be Jones Intercable Inc. SP(LLWA / �� 4. Water 516 East Carmel Dr. _ \ reasnnab 1 v f rr?e from subsoil debris and s tongs and may Indianapolis Water Company Carmel �• 9.7 / • / 1 be eyed in the too 24" of other fi I 1 ar-r�as. Tnu,oi 1 1220 Waterway Boulevard ► Indiana 46032 ' � _ i • � / i \ Y (317).844-8877 �n _ a� • j I >, sha l I bP stored at a location where i L doe-, not Indianapolis, Indiana 46206 intPrIt-re with construction otie rations. (317) 263-6319 a% t \ \ 5. Buried Gas Pipelines Snhor, - T 11e Cori trac for sha 1 I err f orrn a 1 1 ur adinq Shell Pipeline Corperation T t .� 1 \ one- n t inns to fir i nq suhgrades . after f i Ila I comnac L' ion . 8500 North Michigan Rd. -0 \ Qoo (�'� • vj 1 \ to the r ecru i red arades and sec t i ons f or si to P. 0. Box 68099 Utility hotline: Within Indiana 1-800-382-5544 • ` G- V ��6 1 I deve 1 onmen t. Shell 1]nergerlcy Number Indianapolis, Indiana 46268 Outside Indiana 1-800-428-5200 - 4 . Proci f ro l l Ing Subgrade sha t I he proof ro l led with 1-800-634-4325 or 618-254-7467 Shell Maintenance Facility: I 1x suitable eguirimr=nt artd al l sPont] y and otherwise (317) 872-5113 \ unsnitabIP makerial shall hP removed and replaced with c� O Panhandle Eastern Pipeline Company suitable material in accordance with Section 207.02 of P.O. Box 38 the Indiana Department of Highway Standard Zionsville, Indiana 46077 Specifications. (317) 873-2410 5. Suborade for Streets - shall he prepared in compliance with General Ordinance 49. dated 1977, for all areas of Note: / \ 1 street constructions. Suborade shall be compacted to 100% of standard Proctor in the unoPr 6" of depth. The size and location of utilities are per plans and locations provided by �•�/ Uenttlti of embankment below the unot'r 6" sha] 1 be the respective utility companies. All utility conmpanies shall be notified Z / q��h comnac ted to 95% of standard Proctor. prior to any excavation for field location of service. W Q 00 U) Z O W U C � C7 Y w r' Q cc JOB NUMBER I -0 158A SHEET 2 OF 4 DATE: LAKE GRADING PLAN 31 5 if I l` l EROSION CONTROL \ MATTING -- I IN, � ► /meq 1 I / (4) 59 ' FB. C. C. S. \ \ \ \ PIPES � \ o: F RIP— 9AP A/ORMAL POOL. 80r7 -OM ELEV. 871�- 53 \ 52 st \\ // � \ J 50 f \ \ EROSION CONTROL \I \\ MATTING 47 a EROSION CONTROL MATTING 102 - — - - /00 (I STRAW BALES (TYP) 103 104 Ln Ln \ N I \ 3 I MAX • \ < 105 N. STRAW BALES (TYP) / 1 � / I � 1 1 � j I [R N�7TES 1. CROSS-HATC''M AREAS DENOTES EROSION TIROL MATS TO BE PLACID AS SPECIFIED. 2. SHADED AREAS DENOTES AREAS TO BE "HYDRO -SEEDED" AS SPECIFIED. 3. THIS EROSION CJITMOL PLAN IS TO BE USED FOR IMPLEMENTATION OF EROSION OJANTROL MEASURES ONLY. SEE OTHER SHITS FOR GRADING, UTILITY, AND STREET OONSTURC:'ION. EROSION CONTROL • LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN AWAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED, PROTECTED AND SUPPLE— MENT. . • THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS QUICKLY. AS PRACTICAL. • TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED *REAS DURING DEVELOPMENT. • PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. • SEDIMENT IN RUN—OFF WATER SHALL BE TRAPPED BY THE USE OF SUCH METHODS AS DEBRIS BASINS, AND SILT TRAPS UNTIL THE DISTURBED AREA IS STABILIZED. low /� ' Sca% : I " = 50' 91 TEAd PORARY BENCH MARKS: 4) PK NAIL IN WEST FACE OF POWER POLE AT EAST EDGE OF SHEL8CRNE ROAD AT THE SOUTHEAST CORNER OF PHASE 2 EL, 888.38 5) R.R. SPIKE IN WEST FACE OF POWER POLE AT THE EAST EDGE OF SHELSORNE ROAD AT THE NORTHEAST CORNER OF PHASE I EL. 890,44 13) R.R. SPIKE IN 50" PIN OAK LOCATED 250' WEST 8 220' SOUTH OF THE NORTHWEST CORNER OF LOT NO. 14. IN PHASE I EL. 890.65 ------- EXISTIM& I' CONTOUR EXISTING 5' CONTOUR PROPOSED CONTOUR ....�.W��. WATERS EDGE CERTIFIED: 0 uj 0 0 TR w [� . w r� Z LL tL+.11 L) Q C� N F-1 Q [ w JOB NUMBER I -0158A SHEET 3 OF 4 DATE: LAKE EROSION CONTROL PLAN 10 v �"w *An Q MINIMUM FLOOD PROTECTION GRADE COMP/ICT_'D f/_L TYPICAL LAKE SECTION N.TS. fZ O TJX 0,` 64/JK QS 55VOWiV ° OF 4. � COPE S'.�YWAY TYPICAL CROSS SECTION THROUGH LEVEE I V I . V V I 1 MATTING \ \� J^-'\ / 1 ` J f �t-, A v � Of���OC' 0% i 3: / MqX. t MST=R� PAPE OR c /VO .� C770/Y Mar Aor May Jun IJul Aug Q MINIMUM FLOOD PROTECTION GRADE COMP/ICT_'D f/_L TYPICAL LAKE SECTION N.TS. fZ O TJX 0,` 64/JK QS 55VOWiV ° OF 4. � COPE S'.�YWAY TYPICAL CROSS SECTION THROUGH LEVEE I V I . V V I 1 MATTING \ \� J^-'\ / 1 ` J f �t-, A v � Of���OC' 0% i 3: / MqX. t MST=R� PAPE OR c /VO .� C770/Y i;ENEf3AL NUTES Mar Aor May Jun IJul Aug Sep Oct F l.N_LS1.1 GRADING AND SEED.I NG. 1. t.ltility 1_ocations - A 1 1 existing utility depths 1. ToosoiI - shall he spread to a minimum depth of 8" over 0- and locations, shall be verified in the field by a I I araded areas. -1 lit- finish ar-ade shall reflect the Contractor before beginn.inq construction. It / 1 or000spd r-ontOUrS and soot elevations as shown on the \� shall be the Contractor's responsibility for `--- aradina clan. \ notifir.ation and Coordination of al] construction N 1 \ 1\ with the resoective utility companies. 2. J I � I � r_onrtrtiction shall he seeded as soon as onssihle after i i;ENEf3AL NUTES Mar Aor May Jun IJul Aug Sep Oct F l.N_LS1.1 GRADING AND SEED.I NG. 1. t.ltility 1_ocations - A 1 1 existing utility depths 1. ToosoiI - shall he spread to a minimum depth of 8" over --i';«--------------Ir, and locations, shall be verified in the field by a I I araded areas. -1 lit- finish ar-ade shall reflect the Contractor before beginn.inq construction. It ---- or000spd r-ontOUrS and soot elevations as shown on the \� shall be the Contractor's responsibility for `--- aradina clan. \ notifir.ation and Coordination of al] construction N 1 \ 1\ with the resoective utility companies. 2. Ternnorary Seeding - A11 areas d.istitrtied during I --- ---- r_onrtrtiction shall he seeded as soon as onssihle after \ 2. Uti] itv trenches -- Shall be sheet.ed and braced as ---- ---- construction gradinq. Seeding shall be applied at a \\ necessary to protect workmen and adjacent --- rate of 110 10s./ acre consisting of 45 lbs. Alta I structures. All trenches shall be in accordance - ---- -- - Fescue. a0 lhs. Perennial Rye, and 3r, lbs. Annual f2ve. + I I with 01314) standards to protect workers. the seeded areas shall be covered with weed free straw Seeding Dates at a rate of 2 tons/acre. / I i 3. Materials and Workmanship - For items called for --- / on this plan shall meet the requirements of the 1. Finish Srrdina - Of ter f ir,ish gr adincl arid tclr.soi.I ---- 1988 Indiana Department of Highways Standard r,lart?rnrrlt n11 areas' shat l be r;ppded and rnulclled. TIif, / SDecifiCatiol"1s• srF?rli)O 7;1,aI i he ailpI ied at the ratr, of 110 lbs. DFr / arrp. 111." mi.xttlrr2 shall Consist of 10 lttti. of Annual / 4. Installation - It is essential that the work to be RVFr]raF;r,. 25 ]hs. of certified fine iraf Perennial. done in conjunction with this Droject be installed Rvraras-:. 25 lbs. of Creeoina Red Fescue. 25 lbs. of / according to these specifications. The Engineer certified common Kentucky Bluegras;r1r- f\lrwrnrt Kentuckv will be required to certify to certain portions of Elluegrass, arid 25 Ihs. of Wabash Kr.ntuckv Plt.regrass at- / /weed this nroiec_t uDon completion. Iherefore , it is anprovrri ential. flip seeded areas shall be covered with necessary in order to obtain Approval ��nd frr?e straw at a rate of 2 tons/acre. acceptance from the Clay Township Regional Waste / District that construction was done in compliance n. gc,dd.inns n SIvelr Slr,e- Wher iinisll ,lorrr�, are steeprr / with these Deans and specifications. than ;t:l sod steal i be placed in accordance with the soddir,o item found in the storm sewer section of these 3:1 M )( 5. Conflicts - In the event of conflict between the snecificat.ions. plans and `,pecificati-ons, the following priority shoo 1 d ciovF•rn : A. Plans 0. Snecifi.cations C.. Referenced specifications, i.e. IDOH, `I 1DEFI. ASITI. Clay Township Regional Waste District (C.T.R.W.D.), County, and / 1 State. / b. Bench Marks - carefully maintain all bench marks. monuments. and other reference points; if I / distut-hed or destroyed. replace as directed. Approximate Seeding Dates For Central Indiana I / Temporary Seeding Dates EROSION (:UN 1 RUL Dlsturh only the areas needed for- rongt.rtrctiriii . --------------- Wheat or Rye 2. 1=rosion Protection M"asure!s - the Contractor- SIVAI l provide adrituaI.e erosion orotectiof' measures tluriiia construction Oats such an but oot Iimited tot Annual Ryegras% n r A. Si 1 cation Fla-; ills -50 B. Siit brans C. Straw Flair Dams I) . So i 1 I :"men t F. Mrr 1 c h anti !;r?vd i nr) Non -irrigated■ 1'. Soi 1 Stabi Iization Fabric irrigated C,. Jute Nektinq Dormant 3. Straw bales shall be installed in swales as shown on above detail at downstream seeding•■ --------- end. Irrigation needed during this / \ � � /�• end, � q p period. To control erosion at times other than in the shaded areas, 4. Straw bales shall be ilnstalled to surround all curb inlets (prior to paving) 11 use mulch. and lawn inlets. Anchorage is identical to the swale protection detail. a tate summer %##ding dated may be extended 3 days \ / / if mulch is &polled. 5. All eroded areas it) need of repair small utilize a tiorth American Green 5150, a% Increase seeding application by 50','. or equivalent, erosion control blanket to hold mulched seeding in place. Jan IFeb Mar Aor May Jun IJul Aug Sep Oct Nov Dec ---' --i';«--------------Ir, --- ---- `--- ---- ---- N \ T --- ---- 1a \\ ---- ---- ---- ---- - --- --- ---- I - ---- -- - -- - - -- - - Permanent Seeding Dates --- --- NIX\` `c-- ---- ---- ---- EROSION CONTROL MATTING STAPLE (SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR SPACING) / / �'•' :::: • � 111 /111i�i;1111 111 1 HYDRO -SEEDING OVER TOPSOIL WOOD Sr4KE5(ryv) CNiCA14FAI 4WIfe ,4f£r4l fEUCE POsrs WAND SrAKE(ryp) - NAI I VIEW // 75. t' ' 11 %11 11 'I �1> stmt 6" MIN. TURN -DOWN ' i 11t i EROSION COTROL BLANKET (NORTH AMERICAN GREEN OR EOUAU XISTING GRADE OR PREPARED SUBGRADE EROSION CONTROL BLANKET INSTALLATION DETAIL C///G'KElt/ W/RE 6rRETCF/EO /It/ FRO,I/rA- 5rRaU1,M1F5;.4X&-1.1OR w/,NE r.4L FEAIVC 005 r5. A16-r,4L fEAX F evaW �I fcow - 3TRAldQ<7LE5- `' _ I (I 1 i 21 I 1= (11 =11{=111= "ljj;lll 11111 i 111=111=III 111=I11�1� Ijl =III=111=111-11-t_Ii1�111 I(I _til =111 _ 111_ III'-' II III .III -III til =111=111^III= nl �lit�ul PROF/G E (//EW Al rs Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12-12-12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. or ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime Into the soil to a depth of 2-3 Inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area, while considering best seeding dates. Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability- lbs/acre lbs/1000 Well sq.ft. Droughty Drained Wet ---------- Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5-8.3 2 1 2 2. Tall Fescue 25 .6 5.5-8.3 1 Red Clover- 5 .12 3. Kentucky Bluegrass 15 .4 5.5-7.5 2 1 Creeping Red Fescue 15 .4 ------------------------------------------------- Steep Banks and Cuts 4. Tall Fescue IS .4 5.8-7.5 2 1 2. Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5-8.3 2 1 Emerald Crown.etch'---------10---------- 25 --------------------------------- ---- -------------------------------------------------- Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8-7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial R yegrass 170 4.0 5.0-7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5-8.3 2 1 2 --------------------------------------------------- 1 - Preferred 2 - Will Tolerate - Innoculate with specific Innoculants SEEDING DATA TABLE Stigi✓ fs,�_-S Secured J. A11 � (1 = 111= 111 = i1►� = f 1!(= III X1111 � ill( xisfin9 Grade Unde�-cuf �" STRAIN BALE SEDIMENT FILTER AND INSTALLATION DETAIL tigtit� !'yrd eft 'o`i'�t•$i3i'R rt _ ►.. n t CERTIFIED: J W Q m Z O 1 W Ii or Z-9 0 Ui O w W W U LL Y Q !Q oALy � JOB NUMBER I-0158." SHEET 4 OF 4 DATE: LAKE EROSION CONTROL PLAN