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Home My WebLink AboutApplicationPage 1 of 1 Conn, Angelina V From: Conn, Angelina V Sent: Monday, August 04, 2008 2:28 PM To: Stewart, Lisa M;'Eric Carter'; sbroermann@platinum-properties.com;'Ed Fleming' Cc: Boone, Rachel M.; Blanchard, Jim E; Brennan, Kevin S; Brewer, Scott I; Coy, Sue E; DeVore, Laura B; Hancock, Ramona B; Hollibaugh, Mike P; Holmes, Christine B; Keeling, Adrienne M; Littlejohn, David W; ' Stewart, Lisa M; Tingley, Connie S; Weddington, Trudy A.; Duncan, Gary R; Donahue-Wold, Alexia K; Redden, Nick; Lillard, Sarah N Subject: Docket No. Assignment: (SP) Sanctuary at 116th Street, sections 1, 2A, 3 (#08070031-33 SP) I have issued the necessary Docket Numbers for (SP) Sanctuary at 116th Street, Section~A, and 3. They are as follows: Docket No. 08070031 SP: Sanctuary at 116th Street, section 1 (former Lakes @ Hamilton Place) The applicant seeks replat approval for 41 lots on 37.49 acres. The site is located along 116th St, west of Shelborne Rd, and is zoned S1 /Residence - ROSO. Filed by Platinum Properties, LLC. Docket No. 08070032 SP: Sanctuary at 116th Street, section 2A (former Lakes @ Hamilton Place) The applicant seeks replat approval for 6 lots on 2.9 acres. The site is located along 116th St, west of Shelborne Rd, and is zoned S1 /Residence - ROSO. Filed by Platinum Properties, LLC. Docket No. 08070033 SP:'Sanctuary at 116th Street, section 3 (former Lakes @ Hamilton Place) The applicant seeks replat approval for 25 lots on 38.77 acres. The site is located along 116th St, west of Shelborne Rd, and is zoned S1/Residence - ROSO. Filed by Platinum Properties, LLC. Plat A lication Fees: 41 lots $ 5,554.50 Plat A lication Fees: 6 lots $ 1,547.00 Plat A lication Fees: 25 lots $ 3,722.50 Total Fee: $ 10,824.00 Petitioner,_please note the following: 1. This item will not be on an agenda of the TAC. The petitioner will work with each TAC member, individually. For a list of current TAC members go to: htto://www.ci.carmel.in.us/services/DOCS/TAC2008/TAC%20members%20revised% 2004.24.2008.pdf ) 2. This item is subject to administrative review/approval only. 3. The Filing Fee is due prior to signing of the plats by the Director. 4. Please provide a secondary plat application for each section. ' 5. Review Comments: The Department of Community Service's initial review comments were emailed out in a separate email, dated 07/31/2008.) Mr. Broermann, project manager, can be contacted at 863-2061. Eric Carter and Ed Fleming, project engineers, can be contacted at 846-6611. Thanks. Angie Conn, Planning Administrator Department of Community Services City of Carmel One Civic Square Carmel, IN 46032 p 317.571.2417 f 317.571.2426 aconn carmgl.in.gov 8/4/2008 APPLICATION FOR SECONDARY PLAT OR (REPLATI DATE: August 1, 2008 DOCKET# 08070031 SP RECEIVED A.~;.13 ..,~ The undersigned agrees that any construction, reconstruction, enlargement, relocation or alte of structuSre, or any change in the use of land or structures requested by this application will comply with, and confor applica laws of the State of Indiana, and the Zoning Ordinance of Carmel, Indiana - 1980, adopted under the au 1979, Public Law 178, Sec. 1, et. seq. General Assembly of the State of Indiana, and all Acts amendatory the Name of Applicant: Platinum Properties Email: krbrasseur@platinum-properties.com Address of Applicant: 9757 Wes Phone # 317-863-2056 nt Drive, Suite 600 Fax# 317-216-8635 Name of Owner: Kenneth R. Brasseur Name of Subdivision: Sanctuary at 116th Street, Section One Legal Description: (To be typewritten on separate sheet and attached). Area (in acres): 37.489 Number of Lots: 4 Length in miles of new streets to be dedicated to public use: Surveyor certifying plat: Surveyor's address and phone # 10505 N Col Signature of Applicant: (Print) __ xenneth R. Brasseur TITLE: Vice President *ssss**sx**»«*x**»r***x***************sz*ss*s***»*x**«*»*»»**»**x*«*»*»*«»«»*****«: STATE OF INDIANA SS: County of Before me, the undersigned, a Notary Public for I County, State f Indiana personally appeared and acknowledge the execution of the foregoing instrument this ay of S , 20 '~. •~;+', •.., ERIC W. SIMONS Notary Public My Commission Expires: ?„„": HaMlton County »,. `••:ty:j~!' March 21,2018 FEE: $1404.50 Filename: Secontlary Plat-Replat2008.doc Revised 12/20/2007 4335' Zoning: s-1 Ave. Indianapolis, IN 46280 Received LEGAL DESCRIPTION SECTION ONE Part of the Southwest Quarter of Section 31, Township 18 North, Range 3 East of the Second Principal Meridian in Clay Township, Hamilton County, Indiana, more particularly described as follows: Beginning a[ [he southwest comer of said Southwest Quarter thence North 89 degrees 49 minutes 47 seconds East (basis of bearing) along the south line of said Southwest Quarter a distance of 1449.85 feet; [hence North 00 degrees 26 minutes 47 seconds East 70.00 fee[; thence South 89 degrees 49 minutes 47 seconds West parallel with [he south line of said Southwest Quarter 778.10 feet; [hence North 45 degrees 13 minutes 46 minutes West 64.83 fee[ to a point ofnon-tangency on a curve, concave westerly, having a radius of 484.00 feet and a long chord bearing North 06 degrees 44 minutes 35 seconds Wes[ 67.41 feet; thence along said curve [o the left an arc distance of 67.46 feet [o the point of tangency [hereof; thence North 13 degrees 09 minutes 08 seconds West 99.93 feet to the cusp of a curve, concave northeasterly, having a radius of 20.00 feet and a long chord bearing South 55 degrees 30 minutes 03 seconds East 27.52 feet; thence along said curve to the left an arc distance of 30.35 feet to the point of tangency thereof; thence North 81 degrees Ol minutes 27 seconds East 72.25 fee[ [o the point of curvature of a curve, concave southwesterly, having a radius of 99.00 feet and a long chord bearing South 68 degrees 36 minutes 45 seconds East 100.09 feet; thence along said curve to the right an arc distance of 104.93 feet to the point of reverse curvature of a curve, concave northeasterly, having a radius of 66.00 fee[ and a long chord bearing South 64 degrees 12 minutes 28 seconds East 57.78 feet; thence along said curve to the lefr an arc distance of 59.80 feet to the point of tangency thereof; [hence North 89 degrees 50 minutes Ol seconds Eas[ 399.79 fee[ to the point of curvature of a curve, concave northwesterly, having a radius of 147.00 feet and a long chord bearing North 45 degrees 18 minutes 31 seconds East 206.16 feet; thence along said curve [o the left an arc distance of 228.47 feet; thence North 06 degrees 57 minutes 24 seconds West 54.28 feet; thence North 00 degrees 27 minutes O1 seconds East 93.99 feet; [hence North 89 degrees 32 minutes 59 seconds West 140.00 fee[; thence North 21 degrees 44 minutes 00 seconds West 72.03 feet; thence North 47 degrees 12 minutes 43 seconds Wes[ 216.29 feet; thence North 36 degrees 46 minutes 02 seconds West 76.61 feet; [hence North 25 degrees 36 minutes 25 seconds West 68.50 feet; thence North 00 degrees 02 minutes 01 seconds West 117.73 feet; thence North 33 degrees 41 minutes 04 seconds West 95.20 feet; thence North 06 degrees 40 minutes ] 8 seconds Wes[ 76.49 feet; thence North 72 degrees 31 minutes 18 seconds East 75.96 fee[; thence North 16 degrees 26 minutes 41 seconds West 71.26 feet; thence South 90 degrees 00 minutes 00 seconds Wes[ 30.46 feet; [hence North 60 degrees Ol minutes 14 seconds West 112.96 feet; thence North 36 degrees 36 minutes ] 0 seconds West 102.39 feet [o a point ofnon-tangency on a curve, concave southeasterly, having a radius of 867.50 feet and a long chord bearing North 57 degrees 36 minutes 19 seconds East 127.31 feet; thence along said curve to the right an arc distance of 127.42 feet; thence North 22 degrees 38 minutes 14 seconds West 65.29 fee[ to a point ofnon-tangency on a curve, concave southeasterly, having a radius of 932.50 feet and a long chord bearing North 65 degrees 16 minutes 58 seconds East 100.26 feet; thence along said curve to the right an arc distance of 100.31 feet; thence North 31 degrees 41 minutes 09 seconds West 287.99 feet; [hence South 58 degrees 18 minutes 51 seconds West 96.41 feet; thence North 27 degrees 57 minutes 50 seconds West 58.12 feet; thence South 58 degrees 18 minutes 51 seconds West 12.81 fee[ to the point of curvature of a curve, concave southeasterly, having a radius of 1029.00 feet and a long chord bearing South 50 degrees 29 minutes 33 seconds West 280.07 feet; thence along said curve to the left an arc distance of 280.94 feet [o the point of tangency thereof; thence South 42 degrees 40 minutes 15 seconds West 28.R6 feet to the point of curvature of a curve, concave southeasterly, having a radius of 279.00 feet and a long chord bearing South 40 degrees 46 minutes 04 seconds West 18.53 feet; thence along said curve to the left an arc distance of 18.53 feet to the point of reverse curvature of curve, concave northerly, having a radius of 11.00 feet and a long chord bearing South 85 degrees 46 minutes 04 seconds West 16.06 feet; thence along said curve to the right an arc distance of 18.01 feet to the point of tangency [hereof; thence North 47 degrees 19 minutes 45 seconds West 9.46 feet; thence South 42 degrees 31 minutes 31 seconds West 58.00 fee[; thence North 47 degrees 19 minutes 45 seconds West 36.35 Feet to the point of curvature of a curve, concave northeasterly, having a radius of 479.00 feet and a long chord bearing North 44 degrees 27 minutes 47 seconds West 47.90 feet; Wence along said curve to the right an arc distance of 47.92 feet; thence South 48 degrees 24 minutes 10 seconds West 85.29 fee[; thence South 85 degrees 27 minutes 0] seconds West 239.85 feet to the west line of said Southwest Quarter; thence South 00 degrees ] 0 minutes 35 seconds West along said west line 1430.04 feet to the northwest corner of the State of Indiana property described in Instrument 2000-38778 as found in the Office of the Recorder of Hamilton County, Indiana; thence the following five (5) courses along the perimeter of said instrument: (1) thence North 89 degrees 17 minutes 42 seconds East 28.99 feet; (2) [hence South 74 degrees 00 minutes 21 seconds East 68.51 feet; (3) thence North 89 degrees 17 minutes 42 seconds East 131.23 feet; (4) thence South 80 degrees 26 minutes 34 seconds East 167.50 feet; (5) thence South 89 degrees 49 minutes 47 seconds West 391.39 feet to the west line of said quarter section; thence South 00 degrees 10 minutes 35 seconds Wes[ along said west line 16.50 feet to the point of beginning containing 37.489 acres, more or less. CITY OF CARMCL SODDIVISION CO!.TROL ORDINANC[ 9.06 Subdivider Aereement Forms. 9.06.01 The following agreement shall be included as a submittal with the final plat approval application: AGREEMENT The developer shall be responsible for any drainage problems, including standing water, flooding and erosion control, which adse or become evident at any 6me dudng the 3 year maintenance period aker the release of [he subdivision bond, and which is attributable to a deficiency in subdivision drainage design or construction of drainage improvements. This shall include all pipes, structures, swales, ditches and ponds which are pertinent features to the proper drainage of the subdivision. This responsibility of the developer shall not, however, inGude problems which are created subsequent to the completion of the subdivision improvements by the improper grading by individual builders or structures and improper grading installed or accomplished by individual homeowners. It is the intent of this agreement that the developer shall specifically provide such sub-surface drains, or storm sewers or dkches, as are required to properly rectify any drainage problem orsub-surface water problem which was not contemplated in the original approved subdivision design, including, but not restricted to, disposal of sub-surface water from footing drains of individual lots. ROAD IMPROVEMENTS: The typical agreement for existing contiguous Hamilton County Roads which are substandard, with Hamilton County is: The developerwill put in 12-inch stone base to the required width of the road, and grade the shoulders to a minimum of 6 feet width and construct proper side~fitches, or, provide storm sewer and curbs. This will be the black top grade during construction of subdivision. Then the county will come in and cut our 3 inches and put in 3 inches binder asphak aker which the developer will be responsible for 1 inch of asphalt topping. This is being done as joint projects between county and developer. An agreement shall be executed, in writing, between the developer and Hamilton county specifcally detailing the exact work to be accomplished by the developer and that to be accomplished by the County, and shall also state the road or roads or portions thereof which are included. If the subdivision is contemplated to be annexed to the City of Carmel, then the agreement shall inGude the City of Cannel Board of Public Works as a signatory, which shall be for the purpose of the City of Cannel agreeing to accept the maintenance and operation, the improved road facility upon completion of said improvements and completion of nnexa ion. ~-~- o~ e er Date ~i. s... mess Chapter 9: Plat Certificates, Deed of Dedication 9-6 as adopted per 7_-160; as amended per Z-a86-06 Sprang 20(16 v I x- ~i- ,~"(,; I .~ r! Y ! ,I i~ MUNICIPALITY} - -- - - ~' C/TYOFCAHMEL ~. ... .~ ONE CIVIC SQUARE '~~.h ' '~ '~.~,d CAR.MEE, IiR 46032 ~~ JAN:ES BRAINARD, !vIAYOR Ph. (317) 5%1-2403 FAX 317) 844-3498 L _ OWNERA ND/ANsi LANDDEVEIOPMENT COHPOr9AT/ON ~~y~ ~~N S~~~E RSA() INDIANAPOLIS, IN 46268 CONTP.CT PAUL SHOOPMAN Ph. (3171 415-0459 FAX (317) 415-0466 ENGINEERI/SURVEYORS Architects R Engineers 7172 GRAHFM ROAD INDIANAPOLIS, INDIANA 46250 Ph, (377) 842-6777 FAX (317) 847-4798 __ ~®~S T~~~~l~~ ~L~~~ /~/,~TOr ~ ~ Inw Tn =JaI FV aNV of I ~ '`ea ~~ ~~ 1 el !~ b ~d ~ IvA 4 . P 1 FOR SECTI®N-1 ~~K ~ `~ ~` ~ r 1 0 ... a .~. N~c„ ...... ,~. .< rP~,... SANCTUARY at 116th ST, 4455 W, 121st S.T. CARMEL /NDIANA PROFESSIONAL DESIGN ACKNOWLEDGEMENT DESION INFORMATION CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS INCLUDES DESIGN ELEMENTS FROM CONSTRUCTION DOCUMENTS PREPARED BY THE SCMNEIDER CORPORATION, CERTIFIED BV DAVID K. SEXTON, PE, REGISTRATION NUMBER 8500028. DATED JUNE 9, 2004 ~N e f, a - `'~ ~ M ~ t .~ .~' i - § 1 ~ I'B t : ~. ~e^=: LOCATION MAP n om - I _- __ ____. I I --_ i- ~ 4 - - \` m r ~ _ ... ~~ .a, 1~ I ..., ~ ~ ~ ~ .,~I~ x~ .u ~~ ~ ~ + ~~ ,~, ~: ii "r ~ 1 4 -- ~ ~ ~Vi' \ I ® I y~ °T~° i I "' S w ~Y ® ~ ~. ,p~per[}[ g}~y'~1.~[~ w •,. • wr • •~ l9Ff~~ - .~., .... .-- 6 .... .., E{ 00.0 0 - - ~: 2,qz 050J]2-20000 rn~dt~ I uH i x __ 1 a5spa Adlnus: use w. tlRI9iaFEr Aojxl A w.' (SLfTlp9 l) 9119e A4%9 ~}lvje[ ZonYnB: PW ob [r INDEX SHT DESCRIPTION a cavER sNEEr C100 MAP SHEET C101-C1D2 E%IEiING CONDIi10N5/DEMOLITION PLAN C201-C201. SITE PLAN CP03-C204 SIZE OfiAILS c301-cioz cRAOwc PLAN C401-0402 EROSION CONTROL PLAN 0403-C405 ER0510N CONTROL DETAILS C501-0502 UTILITY PLAN C503 UTILITY DETAILS C601-0604 ROAD PLAN AHD PRORLE 1605-C60T INTERSECTION DETAILS C608 MAINT9JANCE OF IRAFTIC PLPN C609 116TH Si. STRIPPING PLAN C'~01-CJf15 STORM SEW<R PLAN ANO PROFILES GI06-CJO6 STORM SEWEE DETAILS C901-C603 SANITARY SEWER ?LAN AND PFOFlLES CX04-C805 SANITARY SEWER CETAILS ERM.iN ENt OF FNGI NEEA ING SIIAII pE x TIEIEO un Ex cOnS In uCil ON efGIXS E A 5[4EA5, VAi FA HAIRS. $TYff ES. C AxS. /JIN SIUEYAbI(5 A LON PA ES SUPS A IA f[Si E011 SANI IAgY SEVE&S $IIftLI R t AEp NIA [U, ix FILTR A110M fSiiLTA AYIO - [ 1AL1 x0i EF[EEU FOp GAILORf PfA IIKtl V . Plr[ Vifl PEP NILE PFR ONP DATED`. M InS SHALL BE pI51tIEECiED'Ap0'Rp(EO n 0[OGIIAU iFe TFO IDATALLED DAfFR ' r tNS Snnu BE PR ERAURE dADYEflRAEE i SiEO nv~aou~o nnrn v E rR aNL Fan nlR o[sian CONCVT Lf• PnOJECT. ANY ArPnOVAI rIGAfIN INOILAi ODER NOT CON sT1TUTf ~A i En -ANY oP rIE PCW 9IIGn[ T6 1 APPLICABLE LOaCB 0 6 liANaAnO6 AXa LAN ANp B 11 W'GPLEaE ANY 6 aF FEnEO NANC!'AND - ETFIL}EN[ -cnr oP cnliEla ' wrnmNGm oP 9AEYHIfJAP ~CNRR6.r IW[APoN " pp'g A{Tk ueAy2 ~ lyO6 ~ ~ /Rb BENC MARKS 00 5 CNR aSM 5 LOCPrtO DRi fnST OP 0 5 E 0.3 uLE EAEI nLWC WES i R ET IRON lii IAIE ROAD d21, At ME NTERSELi ON OF Li ON M K 51 SR N 1HE4SY ~/9 Y 0 PxD pVESi 13 ~ N 1ER9 CnON ME E iRAH 'ALLPGE 50 SM'SETNMc iW 0~A000EiE EBLMM ~ f PASS E GRW 0', OEPPRINEVT OF NANR L LO OL d1 T BEET EiP[PED '3D0 54 "989 A E E .901.1 V4Ei (1959 OANM) nE FEEL 11Pxa oANM) CONTACT CO /PERSON FOR none PxoNE N¢ PAx Nc wREq axmGr-oEAx wovES sefaws ns1-3m1 ,AS tECmFx-fxCK swPPEFO nc-ess] nc-sss5 RI£PNONE ¢C-IEEE PICt 35E-I3Jd 153-SCG] GBIE N PL( vLlgliq-.WY FNWFq 9]'t9N] 63R-5311 WAIFA CKNEL UiN_9 °WL PA6a 511 3dd3 5] 46d4 1WiAFY CUY NNNENP IIgONAL WASTE 91 9400 qfl 9R0] g1ANA4F OIY GIY IX NAAN6~IkYlAe Nv991NC 5)1 2111 5]I &S pIIANAGE IYIUNM W. 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LR ADD AxXWL 0 ~B pE RASL W W n: CREEPINE 9EaREESCUE / TLNS ~ W 4YLCH/ALPE I00 ANXWL N•E LP SS ~JOLib/em E aNIAIAL RYE CRA55 a0 uu/eua. {I Ip/1DW eP. Iq) oG // IPPIGJION XFEBEO/OUPNE JYNE JO uD/oP sFTa4BER. •• - wPxnnow nEEWSD foR x Lo s wE¢cs AfLEP mPLrmc sco. LvnE OxtuENp AOIIVIMw 1EMAaK SLNEOVIL SfA¢f R6rt T(M' (WFFXS) _ ~ o6-os-Da J ; oe-DS-DS oe-RS-DS ax-us-Dx ae oro:eeY..E, m^ Da-.o-oL I Y4~ry Slmmrys 5wer~ 09-10-D6 rlnlen 0~ BB-[5-OB bmewpinp enl Ix-z]-O6 1 •x9re ra cwlwnRR - saEnuLE PROMOSD PER r6EXCr REOUmE4EM6 4oPE DELRLEO sa:LUEE..o 9E PPO.PDEO ar coxmp,:IGR. 2 .~ e 'c L_'w Y3AL zo§§xs~eo m ' '$ a, - b ~ Q~ 10.3 Z 1 w' p O `1 (Y• ~. U t- y Z °a J y ~• ~ Q .Y O ~N p ^ ~°o 0. O ¢ q 'J Q ~ O w- ~ 2 Z J y 2 mnPm m'. a 4°`' M J-~"~~' per`, ~~ I ~M ~ Sf IEM W ". HOIANC ~- SS/ONAL 1 uvmk P Ylmtm core r ' Y XAXLL ' ~ hnM,x,a ' T Ulelnmwa ®. ~C4O4 h 06-0&00 ~asonz-sooao v Wam:M¢ s Mhe m'w.e I.hBly 1 ~ ~ 4 man J ewes a awe Xw3. hiJ YM w mM yyub paO.d.M 6-u4wn1. =~Newuu k1WVU WN Sm w Y IS IS-IS a «aMnL. _,a. l BUILDING LOT DRAINAGE . Tkebea[timek movidetoredequak lstdreiawge iebe toreconswcdonb¢glna. WimpropmplanNng, mostdmim egeproblema<mbeavolded. AW thaCslmPOrlmtbecause. comecOng aproblem e[kr i[occum is usually much more di0'icultrnd~ostly. Here's whatlt takeak ensaregood lot wdece end wbeudazedrNnage. ' Surface Dminaoe ^ PoeitianthesttuctureamiNmumofl8inchesabovestreet level. ^Divert~tormwakrmnotlaweyfromtheswctureby Ivg Nelawnm provide etleast6 incheaotveNctl all in the Orst ]0 feet of horizontal distance. 0 swY ^ ^ sop - ae i. _ L-PamY a 9GwY ~ 9I ^ ConswctsWe and rearyard swelesm takesur(aze water away lromtheswcture. ^ Avsld Oiling m ezisUng draiimge charnels and roadside. ditches, since that cooed result In weNeas problems m someone else's property and/or damage m edjacem mad mdazea. - ' c b= rf Dmi ~ - ^ Provide m outletfor founda0on or [ookr drains mN (or b usln emmr sew were aF general lot drainage y g ere ( h lowed), ORobtalndrainage easements Vyou mustcroas adhlNnB Properties. ^ ayou accidendymtthrough mexis[Ingfield We,wsume IhN I[ carded water even Hnurrently dry; therefore, re rook I[ (usinngg the wme size Ne) mound thea[rocNreor aeptld Oeld,then reconnectit STEP L. EVALUATE THE SITE. ' Before conewcaon, evaluak the mtbe site, marking for prokctlon my Importmt heee end aeeocla[ed roodng roveq uNque ereos m be Preserved, orwlk septic syskm abwrrppooUOn ONde, and vegemaon euimble for Olteraldpa, eapeJalty in pedmekrereea - - ' ldentlfv Veaemdon Ta Re Saved '- ^ Selemand Wentify tlae freq. shmha, and other vegemUOn thatyouwmttomve (set N¢g¢tativeFiltnSMDs'under. Ste62delorp). ProteG Treec end Sensitive Areas. ^ To prevmd root damage, do rat grade, horn, place wV piles. or park vehicles near trees or In areas mmked for preaeNYtlOR ^ Piece ppleatlc mesh or mow fence bardas around the treeddddine k protect the area below Heir brmcha. ^ plaza a physicN banter, such as Plastle (eracing, around lheereadeaigneted farasepticayatemabwtptlon8eld (d epplkeNe). STEP 2. INSTALL PERUv1ETER ER090N AND SEDIMENT GONTROlS. Identify the areas where aedimmNeden mmH could leave theconstmctionelk, mdinstall pedmekrcontrobtb MNmize thepokntlNforoH-siksedimmladon It'almpoe tint that pedanekr rnnwle are in place before my Omer eaah-moving azbvmes begin - Prot t nos.;. loo »s. WitAVegstaaue file SfnDs i ^Onelopea of law thmfipercmt Preaervea2bto 30.toat ~~ wide vegGaUve buffer sWp around the perimeter otthe Property, mdux Rasa GlteratdPforlmPpiugsediment ^ Do mtmow ~kr strip vegetation shorter than 4 inches With Sat Fence ' ^ Usea@[errcingdongthepeaimekrofthelorsdowmslope alde(e) k trep sediment (tie ErhiDit q3). Inskll ('.ravel Drive. ^ ResWeteVlotazceask thisddve k preventvehideafrom tracking mud onto roadways (see FshiDit k41. Protect Sturm Sewer Inieta. ^ProtectneorhysmrmaewercurbinlelswlthabneOlledor grave4g11edgmtexUlebogs (seeFsrhiDit N])ormuivalent measures hefore dismrbing wit. ^ Protect Pndik skrm sewer drop (Nets wiN sdt fame makdN (sae Fihidit d2), strawbNa, orequivdenlma" eures before dlalurbing soV. COp3$ilt:Il00 SEQUEIlCB:fOF BU1~C~1119 $~IE EfO5I017`COftIFO~ PIOCNC2S ~ ~ = REFERENCEA1AlERIALS;... "- - -STEP S,.MAINTAIN THE CONTROL PRACTICES. k4erybNldin¢slteiauNqueandpowaiteowaipokntiN :' EROSION CONTROL eroaionhaxeNe. rnanymsmtxaas, edditlonalorNtematlve ';° xm.rms PLW IECEND Malnkm Nlemeion and eedimeotcontrolvrectlcesun- control methods ere neuasmyamelot lc 0 awiws. amore -mcomwedonis completed and the lot is atmafihVlsai. ^. Adjazmttb streak, lake, or wetlmd. .memo \y^, - ^~~aaa~the control tlces atNNmum o[twlceeweek ^Has slope in excess o[6 percent"" aecyu. ~ rzr ~ ~n -•.''" ~^ww/wu .and eRerexch ek~evsnt, mNdng my needed repdts: ^:Recelvea rutwHfmm adjacent sreas. r ~~11--tt--.~-..~" ~.~ ;knmeNeklY. ^Hea more Nanoite azreotdis[urbed giound. i _~ ~,ro~~ ^TowardfheeMofeachworkday,aweepyorscnpeupany `. 'D6sp®nphletpmWdeslnsWluHOninstrvctlonaonfive mDfrazkedmmroadway~ Do aotAaasharemtoifh umtex. otthe maremmmoraty•ucedbuildingalk erasion and eed4 l~~I~~~~ ~is ^By lheeMOtthenex[workd~dtmaatetm aurae, clasp meet cpnwl prectlcee:: For information on other reLted ®a..eim.~ - - ~y P\ ~1=J~ T ~ - - - upsrq wit weeti~oHeik. ptaatisee;ax the•/xdiandHaMbaaA/orEr'mioa CoaWt(x °e`~i.wa( '~ ~ ~ ` 7j' -- n^wm am.orr '.. .. DwabDlaigArmr,"evsBahlefromDlvlsluaotSoVCovsetva ywenm I - ~ - - ~ don, Iodises Deperhnmd of Namrvl Remmces; 402 West auy } © } .. STEPG. REVEGETATE THE BUILDING,$fTE. Washington3treet,Rm.W265,ItNlanapollg1N46204.274& nmsaun.adaa Formorder[orm, call the DlWslon office N317-2333870. I ~-- x~ ~ ® (mmedietelY etterellouta(de canswctlonacUvideeare. pnpther veluabk reference when bulldingahameb t ~~ y completed,embVize the Wtwith sod, seed, and/ormulcb. your wunrys detailed eoV wrveeyy reportwht<h tnnbW -® 'TMS/^a4 Reaishdbn-•- kviled hbmiland Tonmil. : Intammtlonaboutwdhauras andllMteaovs (wehasweo \'near)thatmsyneedmheaddreasedattheumeo[wmtruc `' I ~ - ^Spread the emckpiled whmVmrough grade. tkn. SinglemPleeotNewVsurveyarerveilableetYwrlo- samaam~ ® I. © ® t ".i• ss~~a. [+7'~`7J ~MY~^~/ ^spresd Vk stockpRed mpsollmadepth ot4 m6inchea. csi Sail mdWuterConaervatlon District (SWCD)oH'ice. ~ t 11 woa.namm. ~~ ~ mss. ~~ over roughgraded areas: SWCDealaprovldehcekehmcalesalamrwzregerdlfig t". ^Fertllim endVrce arconlingmwVrestresultsorsecom• the muiagemmtotwVard waterremuma r-~ [M h16 sr s Sin sr 1 .t a~.nr„ rnendedonsotaeeedwpplleroraprotessionallandusp" ^--^ se. ..r.,..'~r. Ingmnuscmr. dmlax4 NahoaQeK yT, ~- w°e0.,: , maa~ ~ Orolass wa radwox,cadmM t _ ImYw saw Drwmaua Seed or Sod Hare Areas. in oNamuwa oasis ^Conmctlorsl wed wPPllere orprofessionN lmdazeping t a,eaaapmaraa. aawuwrowerxas O spryp~,~e contrecmnforrecommeMedseedln8~zturcsmdretea y~y' 3 > _:. mumm" ^. Follow remmtnendaUona of a protesdonal 7mdxaPing, , ' contranmrfar Wtalletlon a[sod. xoreat.em.W.eelmeniw^wimwrom.muere^ruwm^a wa s..mmw amm.anms~.wesw.- O ym„a^aa.,mar ^Wakr cewly ceeded/mdded eteae every day Or two to a ~ '. ^ z. nanamuwarcamamr^^sarrrm^ti,eevvauarW - ,keep the ao'molat l.~s wa[eringia neededancegreae .. ,_ lag mchea tall.. .. - .Sample Erosion/Sediment Control Practice Plan foraTypical - Muleh Neww seedea Arma. ~e„Imva One-b['IM'o-Family Dwelling Under Conetructlon ^Spread atrawmulekonnewly seedederee&uvngMto2- 4""`°°~." ' - boles otebnw per 1,000 square ket ~ ~ I ^On Ontorgmdtlyy alopinglmd;enchorthemulch bymlmP- - : inglt2 m4irrcheeinto the wll. On ekePSlopes, anchor LOCAL EROSION CONTROL Ol4DINANCES ~~ I - STEP3. PREPARE THE SITE FOR CONSTRUCTION.' STEP 4. BUILD THE STRUCTURE6I AND me mulch with neW ortazkmere.An Ntemetlvemao-. - - INSTALL THE UTILRIES. chered mulch weuld~the use o(eroelan conwlblme ~ Itfa the rtaponslbNryry o(proppeerrryry owners ard mntrac " - Prepare the elk torconswctlonaM [or instNlation of - .keta ~torakeoe Pmt Nacyy ueincompltmce with atak laws aM uN1Uas. Mekeeureatlcontrecatore (especially lheexcavat Corewctthehome mdimtNl the utllltlee; also lnckll - ~~ localmdwuntyordlnancearegnrdingWrewNdnsiteem . ing contrazkr) are aware of areas tube protected the sewage dlaposN syskm and dAl the wekr well (>t aP ~ eion and sedimentmnwl. ' SNvoxe end Stockvile the Toosoll/Subsoil. 'pliable); then considerthe following. STEPZ-REMOVE REMAINNGTEMPORARY ~ - .'..'- . ~ CONTROL MEAAI~S ^ Remove mpmV (typically the upper b a 6lnches of soil InsmV Dowmaoout blatenden. - "- 'lgoy'~¢7¢b A,Sn•D1dG4~idaamada.D,o+'si6U"Mal/$'Ty maledN)mdsWCkplle. ^Altbe hmi required, dowrisPOUl extenders are highly Orme the and and/orvegemUonie wellambliehed, rt. $paaFaa~minlat('ipcfTory„.4Qearyreraah(DtyagH ffa;~ -' ^RemoveaubmVmdetac ~ move any remdNng temporary erosion mdaedimm(mm q Yppdi~ Saurp majWd 7xdamo arbneah kpileseparetelYtromlhe kpso0. rxommenHded esameans otprevmtingloteroelanirom 'qol prwtlces, wch as: .~aviront'extal t,:;'" ,(~~t~~r. ^Iocak the stockpiles away from downslope street '. ^Downaphutezknders. (Orahorkamoudet onk theveg-, rv$:.,_" ~- '~~ ddvewq,stream,lake, weUard, di~, or drabmgewey... ^Addtheexknderseeeoonac lhegulterearNdownspouts - ?i".rt~virYm ~,m.,.~4 r ^Immedle Nkrakck 11 tam are Installed tree &rhiba g5). elated ocean, allowing for maximum lrNlUaUon). s axmw.ma.w n lely pi ng, pomry-seed the stock. ^S[orm aewerlnletpmkctlon measures. eww~.aa.r+..u w=n.^.'..Nn ~Y s^^ds.a+w:: piles with annual a or wNkr wheat and/or place eedb • Be enre the exkndere have a smhle ouyet, such w Ne ~ t ww on. mla~xamtwl..ow<a• w{s4~row wm ry ,kt~~nmyp9~(LW.nreaol `i"".c^);~ mentbardere uround the pedmeter o(the pBa. etrcet eidewnik, arawell vegemted mea ' ,. _/\~~Ola (DL,\.. iAMR ~P_C0!~°'{gU~R py Ot,'CI"rl.:r ., ci ~ ~~ t ~~a'f ! 4~.r ~, > ,r a ~ r.a k 3 .. zd~.. ~6 e ~gggg"ag,3~3 'io3:5 as «d~~ amW g5 2 Z O O r y ti m o W we J p p to 0.J z m O~vi p [~ ° o U Q ~ o~ o ~ q mo O r Z W V Q a ~. N -~. Z Z . O I I d I I ~ ~ I I • ~ i ~ . 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'~~ g`c;~'s g s ~_: ~ ~ 8.~ ggg Ei~s .. ~~ '~ ~ ..~j{ ~y »II £ H ~ £ ~ @@ C ~a 9q i II I n - n rF 9 ® / 1.:I I O~M I ~ fR~ ~ g IE I l~ , o ~ ja gg 4$~ >3a Eq%~s ~§p ~ a @ % ® e e s ~ a ~~ ~i nl. i~~~ ~ISI51~. I~~~~ m ~ ~ 'I, ~el ~ 5 Y 8 .T e 2 we ,j ~ E Mir .....~ _. .UTILRYPLAN . ~5 ..~ ..... - ~ . g f; a n I ' e' S I I try a $ANCTUARY:AT 118th $t SECTION 1 ,. ~ ~ -. 7m cRnNAM Bono E a„~~,,,,~ ~ ryn/m MimMAyA~ ~„ s ~:t~ ~ NNIANAPOl15, INOIANA a625o xnn/m aw»wxz aala mivm a~..zs-' p F- ~.. sa INDIANA LAND_DEVEIOPMENT CORPORA%ION (3+x)'eAZ 6zn EAx (~nI eAI ose~ a»».m. Ntta W6 WG YM6 ¢YqR m E Mail ctlpeQCtlpe bz cry g a ,. •as ~ , i ~ ~ - ~2 `8170-ZIONSNLLE RO 'ArtniromeENOl~r 8 G ~ '.,L~'/yr R y"~~" ~ INDIANAPOLIS. IN 46268 m ~ u`ni ~ ~ o ~' a ~ `~" '` ~ 1 I I ~ ~ O ~ N N I9gI r y yy ~~yyyy~~ ~Q~ ~yy, ~yy y c~. 'T£ !Y rl[ ~ iT '# 'AF 1 ~ % f ' 5~ .~W. PVC .ylt y~. y~ dI~ .W. y~ uy~~ y~ ~'y~ ~y .yy~ fir, '! R.F 'Alk "IiR ¢' .' E' AR '{1I 'T• A' AA' qR' T `iC y~, ~y y~y y ~yy Mn Mi' .°F, 'AF 'A' Bey,. yp~ .Ww yy y~ y 9M Q^ TF '..i' 'R" AA` y yy AC R' yy L. N I 1 I~ ~S S ~ e ' ~ I SB ~ ~ '~ ~ ~ ~ - I~ e ~ J r S' ¢ I N ~ I ry G Y I ~ A ~ ~ ~~n' °w~r 3 .e.~ aa^nu ~~ i/ I of ~ ~ I ~ (-J r ~ I + C r,Ie 01 I ~'a u°',yAr I~ U Iva cn ~ ~ ~c v I ~ e ~ ~ ~ I a° I ~ _ ~ ~ t ~~ ~ I \ 'II'J a ~\ W +\\P ; .t a i~. ~~ c \ a~ ~ `r. 1 r 1 I ms`s fir '3 ras ~ .r ,1 ,~ "- n- ~ RRN ro ~ ~ ~9 ¢ d i, ~ f r~ 1F1 n 4 F SiTi, JW f~'4'rf',yr.~ ~ .i' ~ w "wY I v~ / jM 5^ ,+~'• __ is v z as { s,4. < .ce~r.Y J °x. '~, . msatu4 `~..., ~ "~F S '~, ~,~,f~~ F{ nl y., 5 r .~ 4~ ~'Y V'p a ,, tot ~~ a ~ q •• ~~ i+ 3'"~ 1 °~y i K / , f x ~ T° ~ ¢ 6~ •~ ~ ~ I A pc ~ ,fias ~+M1' F ~ u ~ sb \ ~ ~ ~c I~ / m i ,~.le W e ~m ~. s . %~ f N7;q- ~ ~ v 5 ~ ~ ~%y ~ N / /~ ~T. .~ jtl ~ \ ~ 'dye ti _ ~... ~ W / ..tea ~ °~ ~ ¢s a ~ ' INI % ~ ~ g G ~ Y ' I \ , ~ / ~ G S __~~s3 1 \ \ P \ qq 6~ \ \ ~ <i ~ ' 1 G YI\ G e ~ \ M~' a. ~I 4- ~ e s I 9 ~ 7 ~ ~ ~ a4SL 'd 5 \ . ~ ~` ~ ~ ~° ~» ` 1~ \ ~ a ~ ~ ~1 ~ . ~ ~ ~ a ~ ~ ~ ~ 3 ta,gt.oiS .1 SC , ~~~ ~ ~~ ~ ~~ ~ ~~.~ ~ ~o , 1 a a g , ~ I \ ~a~ a ~ - ~' w ~ ~ .. o S o ~ @ - - I ~ ~ ~ g G 99 ~ ae ~F 9 ~ , 5 F G ~A 9P. ~~ A I e g§ 3 ~~ ~ ~ ~ 9 ~ ~~ ~ ~ ~ § `~ ~ s ~ g E"~~9. , ~„ ~ 5~ ~ ' .~, ~ Rg . a 3335 ' ~ g ~ R~ g €~. i y I ~ ~ . aq ' ~ ® S - gg ' ~ yy ~ ~. ~ / R s q ~$ ~ ~ ~ ~ p~ flS ~. ~ 'k ,'R. ~ '~ u~ ~ ' ~ ~ 5 ~ ~ "~ ~' § ~ y ~ w QDQD~~g¢g¢g¢ . ~~~ , ~ g~j p~ ~" iy g ~ a '~ ~~ ~ V gg £ ,qyy e p ,q ~, ~, ~ ~ E ° ~. y^ ^1 ~ 4 `] ~ i ~^y! L 3 F ~ ~ ~ ~ a e P~ ~ ~M g ~S ~ ' ~LL~. ~~ ~~~~R~ a ~ ~ ~^ ~ ~ "'~2 ~R~ ~~~R~~` ~~ ~~'~~~~ p j j p ~ i ~ 3 G gg g ~R~€4~ 6~~~~ ~ ~ R p5 C~ ~ ~ ~ ~ ~~ ~~ y € $ . ~ z a n ~. I n ..~ S , .. . ~ . ~~~ ~ g ~~~ ,~~~~.~ . p I ~1•r'n®)t ~1 ~~ ~ Cal s ~ e `~~ $~ ~ - ~~ w ~9~f~ ^ 2 6 ` 2 2 7 l l l 1 r ~_ ®% ®~ I I I I 1 ~ Y 6 g ~ ~ ~ F ~ ~ ~ ~ ~ 1 ~~ ~ ~ ~ ~ ~ '~ a ~~ ~ ~~ _ ~ I ~ Is IS ,~. ~~ UTILITY PLAN - ~ ~ - € C eC , ~ t ~,,~oyd Ma ~ : ~ ~ ~ r ~'~ n ~ c' +=~~?"F 7 SECTION 1 ; AT 116th SL "SANCTUARY >nz ceAxAln aono rz ,il,~m oso~;Aw~ L a ~ ~ O yTy '{^f' , . ,. . INDINNAPMIS. INDIPNA 46250 ~- +Ay~y HytrG Wxtt awKMT Vna me1wl olx L> ' "'' ~ o ~~~ ~ INDIANA LAND DEVELOPMENT CORPORATION ~~ ~3°I6°~-6"'FA%~3O>~" 69e ~_~~~~ ' N I ~ ~~" ` S E RD 0 E-mall eriveacnve D: rc. woxm~s I' ~ . ~ ~~ ~ ZION VILL 817 IN 46268 IN V VAPOLIS An~a~qu~ ~~ y~ u , D -' .. t N \ N ~9,o f N//o, I n II C ntwlon q-423. Or EquaY ~_ _._~_~ _,~x._ _ a~,-LL _..,`_-~ ~,_„ _ -. _ tltltl~~-&&&TTT{{{555TTT111~~~~P I t tl 'SnfetY Yellor; 6'VClve Box Nln. ~.~: ~ ~~ _ , 1 it 5' Gate ~I,~,^. ~ J["-~ 1'-0' M'n. Valve ADD r Wafer Multi q iQ ~ di0~'TBI"zNp V d ,1 a Hetltl'n0 naterlol ConforminB To IN HMT 903.02, Slxe No. - tl ~ ~ One B'xe'x16' Splltl " 1 Lonc Block ]r 6'Mln. ' tee - M.J. HYdR t cnetln ~ ~/ Clns s'H' COn [re [e enBtF Antl It tIn 05 Bn se -n Iln tlls turbetl As Repulretl 9raund - Ntltes - 1. Pt NIBn Polnts AIa nO Mcln Mater Llne Wnere Nytl t VnlveS nu st tip reetr nln etl t0 the LPp Indlcatetl On -raxln85, Ancnarln0 Tee Snail w to either oil thread or an onchor ng tee. Be Set At 15^ Angle Ilpeartls Ant Connected io 6' 43^ HPnd. Multi Water Lln¢ Sn all He Loxeretl is Pro vide $u f fl lent Cover As Spe cif etl. 2, P11 Jo tits Snail He Re st r oln¢tl Except In Run -f TPp. 3. Hydrants SFaLL He Set A! 500' Max. Horizontal HktnncP, or Less A: $pPdfl¢d HY ore eepar t~,ent CI i Y OF CARMEL FIRE HYllRANT <. Au .awe: oust me ade Pazl-cap or equwalent STANDARD -ETAILS ASSEhIHLY s. ouLS nueuer Hydrants ana .'naves may be used ww~ Harm BI e=... x,. r, s... {,P„„,TL °'°•p "°^' ae PRESSURE PIPE .,DINT R~STRAI NT TABLE Leng[h Hf Ppe 'o He Restrpinptl In Each -'rpctlan f ron 1/4 Of Hend based Un 150 PSI est Pressure -egree Uf Bend 6' 0' i0' l2' 11' IE' IB' 20' 24' 30' a-,rpp: n' Hs' 42' sn sH' 6s T3 e0' ss Ils' S PIU3s 45^ i' 9' 11' 13' IS' V' 19' 21' R9' 29' 22-1/2^ 3' 4' S' 6' I' 8' 9' 10' 12' 14' it-1/d^ 2' 2' 3' 3' 4' 4' 4' S 1 6' J' Restro tied Joln is S'nall He Nec6arlml Joint Wth Re to tier Glo ntls, US Plpe TR Flex Joint System US Plpe FIPId L[IN Gasket System, Or Epual. NpTE~ THE ABUVE REST3.91NE0 JOINT LENGTHS PRE MIKIMUM LENGTHS i:+E -ESIGN ENGINEER SHALL,-ETERMINE IF LONGER LENGTHS PRE REGUIRE-. ~' ~ ''' tcn E B pevmmt ~- ~v V i /// / Ma<ei' tl i B IZE p ~ ' E .<xmy ~. B 2 6 2 1 / a E a Wy 0 2 6 2' 3' 9 e e reoz esz 0 M1e rxke B Y6 IZ 9 5 S 4 LI ~ 8 IS 3 2 H exe ryo una r Ex tna e. an n ze rez5 < IB 6 3 0' E ` tlu t ¢c rca on z 9 i M1 [ yJ B', 3 4' 6 Granular Betltl nO n T! i C l l 1 l - _ ~i t 4 RR 5 i 3 3 B' Fe x s t ne I tP ty ¢ Of S 3 t 5 2 5 6' 3'-Il' ml x nx ~ Z F 30 5 9' 4' {.^Imn re x e ,tl ' S' S 2' 6' cer~r re. a 6 l' B' or ~ g . 10 t 9'. 9' &' g s4' e'-B• v ro ' 60• B 6 9' s ~ ; ^ 66 9 -1' q' Ilntlk turbetl Ear<h - d' A v 1. me n I n For Blea Ppep. rE - 10• ! 6e PIP.. u' 1. me F am F¢x mr Pps ;A ? lv. A Asin B 2Ba ~ y b . ~ N e..q C u ~ ~ , ~~ e d ~ TRENCH SCHEDULE 12'o PP :^° ° •^ ^ "',n ~ 6i ' B f ales E X ` k 9 ¢ a , Y ~ mal¢ r: Far Axrx. B Bma v.. m tie,. ' cx TRENCH DETAIL k $9 a PSM Oe. di F 5 w esz e 4 B EBR $E V[P ANO 4ATC NTS g ~~ ~~ O EE F 36 Btn 16' Met ~ cu s.R¢Qulre vents N f t r - CITY'OF CARI4E L - - °STANDARD DEY AI LS TRENCH SCHEDULE ~ Zo ~ ~LL n Curb Oox vkn Cover - ' - - Zj~ ~ HI N6iE - - - 1' 6r Sna zr Service Llne SFall 9e Olrect Tap -des - rpprov ed By Carn el 11[111 t1e s. " n Snail He 2l Carp ora Lurb Stnp Concrete Block „ B.aM M otl a By. Carne V ez. C p tlon Stop S rv I,n e e !I Il H-ISOOB, Or Fqual sv t ' W t r M I - l S¢perat on Or { ) ` H m s ap t2 n 5$ sero re Smde ~ muea :n'. n IBt ln<hessa n t I Lene HV - Varies 1' E n s ontl Ge lls. Jd 'f V erlf y) ~ 0. - - ~ ~. C opv er Service Lre U N F...m TRENCH DETAIL & e 9 6 S l tic t 0 t [IT Y"Q rv¢.q o n<r Far roe.¢.,re c a.. mv. STANDAF r oPP BtInB zVre lNn VL R;n~<~ Eh,.nO Natar Man CARMEL WATER SERVICE o ro p i,,; DETAILS DETAIL r ~ W ga. F. ~ ~ o . ~ O m z ~ z 6 ~ .e ao~.a a.;~l,~nent, E>a~t. ~a .r Mvn W>, - Ma.' PQ~'~ EtAiE OF '; l nn x v <.r xar °~yip~ MoInHA~` C. a Pw..n Y R%LLN - Ba tltlYp fM tergl NelIn COMae nln µyy , - - 1 tlIT 903A2, 9xe ua. e e LLILLVW rvo c Relzi~lo~neaSiaept n aun 9s tee. FLAN S ELTIDN CITY OE CARMEL WATER MAIN '" STPNDARD DETAILS CDNNEC TION DETAIL -O6-08-06 OAAA2-2CGGG O m mo i aP wW r_ s~ °' Z mm 5m p ~' ., m O 0 ~ ~"~"~ 2s ~ ~ ~~ ~I - I ~ ~e~~ ~~ ,N F ~ „~ ~~ 24 ~ 21 / ~ Q ~ ~~ 22/ ~ \ ass o / ~~, 20 "s ~'x ,~23 _ V9 I I i 4` w ~, -iS ~~,r ~~ H ~s '® 1~ ~I ,, - _ _ ~ ~~ ._ , . ~~ t 1UV V '~ - ~ P~ ,o~~e ~. ~F ~~ , ~ i i ~, ~ / , ~ ~ ~ ~ . ~- ~ ~~ ~" 9 ~ 1 8 / r~ , 'i sus I ~. " /, , _ _i. ~e~ 1 - 35' I 9.~ ~ I ~ ~ ~ ~~~~~~~~ ~~ ~ ~ ~~ ~ ~ ~~' 9'~ %, /~ % ~~ y.: 2 `yz. A wiw.. ~ ~ ~. ~ ~ / f% ~_ \ ~ ~ _, ~ ~ '/F f' ~ ~ ~\\ \. ~ ~ `~ `~ 9 `~'\ `~ ~~A~ ~ , ~~ i ~ ~ ~~ '~ B ICK B ~ _ 1 6 ~, \~ ~ ~. \ '\ \ ~ ~ \\ \ ~ ~ . ~ ~ ~,~ ~. ~ `~ 1 L ~'35~ ~~ , ~~ ~ V®~ ~ 1 ~~ \ ,p~£ \ 41 i~ ,~ ~ .r ~ ~1 ~. ~_ \-~'.= .ir61N smm ~ g a - _ . ... °: ~ ~~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ A = ~~a ~ r- ~ N. et ~w. s ~"~e ~~ ~ ~~~ ~ '= ~ ~ g y e g ~ A a ~ m~ r o n . ~ ~ $ n ~~~ ~ ~ ~ ~_ F 4 9 . '1i~8 ~"~ ~±<'a§ ~ ~€_~g .gig e o 5 r~ _ 9.~~ °e ae ~F a se '. _ ~R E' €~'S S rz. ~ Y ~ q e ,: z~ Mir ~ o ~ & c ¢`. ~ _ .fps? € ~ { s v m ~ £ ~ ~~ a ~ ~ ~a. ~~ why E ~ ND PROF REET PLAN S " '~ d A ST - hC -SECTION 1 SANCTUARY AT 116th S1 ~ - znz caAMAM Nono ~ n~ . . NDIANAPOLIS INDIANA 66250 p~~~. INDIANA LAND DEVELOPMENT CORPORATION ~ c3i~i a<z-69%] PAx Icn> 6<i-.BPD ~ ~ E-Mail cr pe®ct pe 0rz .01%0 ZIONSVILLE RD IN 46268 I A ' am~eemgFnelrsn PoLIS, IN J AN ~ N - s -_- _' _ r--~ -T - i ! Pal o I I ~rfi~sn ~ i ml ew.o ~ .I~I~' M SIF ~61E1~ E MMM BY r~ L~ i ~ I, i l ~ I i I x + I ~ i i I i , '. -- -- % -- 906J .- _ ~~~ ~ i 1 ~ ' I r ~ ~ ~a. i ~~ ~~~ _ I ~~ r ~ _' E _ i_ ~ -~ Ir I I i i ~i I ~a ~ -~-; ~ --- ~ I I I r ~ ~ I I ~ i I ~E g~emn i I _1- ~ I ! ; ~ J' - I i I Imo- - o II i -- I ~ r _ _ I i r ,~, I I i r Mn _ ', I g"~II _--_- - ~ _ ~ Td(!1~ 0801 1 I 1 I ~ ~ ', I ~i :~~ I - !- ! I u-~- I 1 ` / J ! dpi ~~\~ a e / / V ~ ,~ ~ a~e~ 1 ~ ~~ „° ~ i' J A I q ~~_ \ 3 ~ ~6 i i ~ ~~ ~ >:x -~ ~ ~ ~ ~ ~ 1~ N. ~ ~ ~ ~ w'~ ~ ~ ~ ~ r R V -- ~~ ~ ~ ~ 5 P -~ p~~ \ ,r , n ~ % ~~ '~ + I . ~~ ~: ~..r> ~ ~ ~~\ ,,k ~ ~ ~ a ~~~~. i ~ ~ E \ O~i ,~ i ~ r N_ / / o/ / _ ' / eq T .aa. ~! / / / \ \ ~~ T / ~L ~ ~~ \ I \ / ~,w ~ / N ~ YR ~t l M S^ ~ ',~q, 5 u 5t 1Y M/ ~ ~ ~ J~ C ~ ~~11'r~ 1 Y+.a `fl i ~ ~~ 3 L 1 \ ~ ps ' I J A P e edo~ ~ ~' ~ / . s, ~ / p, ` ~ ~ bpi i'1'Iy~t ~ I / ~ !r'_ fff w YR ~~ae ~ *°~ ~ ~ ~ zP 0 , ~ F ,,5 ~ ~ e ~` ~ '.- ~ ~ ,~x ~0. 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' ¢ O ( 1 Z c9 ~ ~a; /ND/ANA LAND DEVELOPMENT .CORPORATION (31 )J 843-6]]] GA% (31)) 841-d]98 Q ,,,o, ~~ ~ 'B`A Z ?` 81]0 ZIONSNLLE RD [youil cnPe etlGe.mx N ~~ - "~ R•~~ ' INDWJAPOLIS, IN 46268 Aitlv~~~°~°" - „ ~<.\ . ~F ~ i / s ~-~~ ~ ~ ~~ ~ ~ ~ _ ~" o.~, oti s~ A ~ ~ ~ s, :m f ~ - ~, ~ ~ ~ ~ T z f . a~ s ~,__ ~ - ~A yy 3 ~ ~ ~ ~0~6~ / r ~ -- E ~.~ 9op o 1 TC i ~~•, ~v i~~ 4 5 r ~ \ \ \ ~u r ; ~ ~ N \ \ ~ ~ _ a NT 19 ~ ~ ~ ~~ ~ o ~. o \ N ~+1 ~'~ ~ . " ~` " ~ ~ ~ \ \ ~ + i 'a;.: , \ ~ ~ 0:5~~ 15' D.&U.E. - - - ,- - ~ m 7 fir. r^" \ °s 1 09~ ~ ~ ~ - ~ ~ . ,. - g ~ a ~ ~ ~ z _ \ \ ~ I m ~'~ ~ ~___ - - - 15 - 15' ~ ~ ~ ~i ~ ~ ~ QQ ` ` ~4~~ `^ TC 903.50 1714 N `~_ ~s~`°: N 0;,--~_ ~~ ~fi E• ~/ ~ '~ ~ ~ ~. ~ a l A ~ TC 9 05.60 0 ~,; _~ ~ ~ `904 ~ ~ / .... . R i / '~ ' " ~ 1 ~ ~~ ~~ ~ (r ~\ " h ~ 1 U ~ ~_` ' NT821 ~ C 905:90 °' °j `~ a P I l ~ 1 ` 1 ~ ~ ~? t ~ ` ~ ~ ~ ~. ~ ~ ` ,~ k': I '. \ ' ~.~ 94 ' ~ n S 1 rv . \ •. ~ ~=-_~_ , . 695.9 ~ i x :m ,. ~ . d~` t ; w~ ~ TC 904. ~ n p ~" ~ ~ i ~ ~ ~ "" ' 1 ~~ 5' % TC 905 & 50 ~` \ ' ' n ~ ~ ~ ~E . ~ ~~, . ~ - / ~ Y~ 1 ' ~ ~ 1 ~ '- ~ ' 1716 "' ;'~~~'~ ~`~ i i o I / / % ~ :' r, s ~~ .~ I _4 ~-~ / i' ~`~ 1 71PC, ~, ~ ~ 1 o 3 \. _ TC 903.52 ~~ ~ ~~ r~ s ~ , ~~~~E r yr` ~, t O ,~ t!°.~y~~~ n ~; ~ '' ` ~~ ~ , + 0 , .te ~ / w ~ a~ :~ m ~ ~~ 1 ~, ~ \ \ ~ ~ 25' B.S.L ~ ~ ~~ k tr*~#n~'yy •a € # ~ ;{ ~ ~~ ~ ~ /~ 1 V i 03 cr1,~ ~ ~ ~ N r . ~ . a- s ~ ~ r ~ ~ ~ ~ T 892.1 ~ S ~ '`n.~' , / ~ ~ ~~ _ ~ .. ~.« ~" r ` ~ ~ ~ ` z ~° ~ ~ ~ f ~ ~ \ ~ . C 1. ~J / "I Yy`~ ~w, ~ ~ ~ n 5 ~\ \ µ ~ ~g ~ ~n.~ ( ~ w ~..... ~ I ` '~, yr ~'r ir~'~~£Y:r f~}(~1 ~~,;'3~G,~+,~$. } t~l' «:i`. I ~., ., rt .~ )5 " \1 i~p~ ~ .:}~ o~4~5j ~ a~~ f~ ~ & ~ r ^' ~ Y ~ $ Z O i y .t'h7 ~ / I W ~ ~ r ~~'~ \ \ \ ~ ~ ___ ' ~ ~ ~ £ , ~f ~ ~i' I. i.A.. ~KI v~~~~~'"~ C~j _ ~r'C~'`s"~ :s. ,2~ Il ~ I~'~ " ~~'a~ ~' r ^ ~ ~` ~ W O ~ t~ ~~ , p~ ~ ~ , y- ~~'j .~ '~~ ~ V ~ 'c. . . ~. r afi ,„ „ ~ - ~ ~~' ,a1~v'~`rl c ova r 1 ~h~ ~~ N. ~ ~ a'~ ta \ \~ ~ i « ~ ~ ~"• ~p~ SNT820 ~& \jS ~ y a ~o~ .`- . `3, k i ~~~ - Lf\ A % ~ x - \ _~ - ~ ` ` ,'1~ i2 ~ p ~ ~ TC 903.9 ~ r ~ m mo ° _ z ~ ~~ ' ., ~~ ~ 7 7 - _ z N '~ ~' ~ I „ a~ \ 1701 ~ z~ \ ~ ~ : ~ ~ ~ ~ C 903.52 O c, h ~ '~ ~ '~`.~ -~ v. O ~... r - ~' q __ '~ ~ n r - -i l _ ~ ~. '4C a.' ~ O ,~ k T62 ~ ~ a5`i~: ~~~~~~~~~~' '~ ~ ~ ~ ~ V ~ ~ ~ '~ ~ ~ \ ~ ~ " .'~N ~ NA Nd °s"" .,.1_ - ~- "~v~t1~"e' 3 1 Y rt..„{~~.q~~' ' - V ~. `~ R111 ~ r. ~ ~ i ' R ! ~ ~ R. Lw _ ~~ 3' ~ ~~~~ S ~...~,~-~- ..9v $ TF W K 4. '1Tyy~' r3~' l h5` ~}~ Y W~ M ~ S * ty lL 4 [ Nf ~' 1 1 Y' ' '' ~ > • ~A'' 'x ~ ~ ~ ~ ~ ~~ / ~ ~ / '~ rN01 ~1rr'~~ „rS~ONAI ~..` + + Ay Y .l .# i i ij . q '' i a~ t ~ x ~c 't+N c ~ ~ \ ~ ~0 ~ ~ rte.; r . w~ . ~kp ~ R . 1 a M1~I+ ~ ~~ )''Y ~1 ~~ ~ ~ ~ ~ ~ '¢wx4 ..~ - - - - - - - ~- - - -~- / ' ~ a ~ C605 ~ INTERSECTION DETAIL - 116th AND WEST RD INTERSECTION DETAIL - WEST RD AND WINDCHASE .CIRCLE "•-:OB M.,.~ -, U503I2-20000 '~- ~ ,u 9, ry t \ ~ / .fz~ E~ \ H - ~ ;~, ~ ~,,_. ~~ ~a ~ ~~~~ • X41 1 9q ' "', b ,t + ~ n `~`~~i$frYI ~ TO 90.5. 0 o-~ `~ ~i yiyi ~ }~J54-~g ~ \ \ 73 ~' h \ ~ ~ a~s~ ~s~ / c{ z5~ S 1 }~d S w ~~ ~} , 7~ e, ' ~ ~ T a4 1 ,1 ~~'Gy ~ c R r ~ k °tl A .' {e e . >a 4Y ~ ' ^fi :r1` Pb"' ry ~ ~v~ ~ w, ~ ~ ~\ t rv .~~ •~`• INTERSECTION DETAIL - WEST ROAD y~9~ i~ i~ ~•~ o .•~ ~ /' ~. 1ST / i ~ / ,~`~ ' N ~ ~~ - SDI F ~'' / ~ 2 Z ~ _ ~ J z ~\ / 1712 o S ~ c ~ ~~ i, / .~ x ~ ~~ ~ n A / A 25 BS% ~- y~ `~ -~ / TC ;: ' ~ ~ ` _ INTERSECTION DETAIL - WEST RD AND WATERCHASE CT i 910 / _ " a~ ~ O X ~ r i. . ~ ~ i 25' 8. ~ ~ Y ~• ~ ~ / / ~~ ~ ~ .~ I r ~ ~ I 1+5Q OPC__ ~ _ $ ...~a.9 r~ - ~ ~". 1 ~\ ' c 3~ ~~ f ~ a F~ ~ ~ I I \ v ,~ j~~ ~P ,a~tG 1+9r~F e ~-- ~` .~ ~. \ ` h~ ,~~~ ~. ~ 1725 \ - ~ ~ ' . U ~ ~ l~ °'' ~~ ~ >`. ~'1, ~ '`~~~ TC 909.20 ~~ U \ .qq ~+ i 1 ~il`:' ~ 'r z 3"„S'a~~w r9i 'xu / T ±~ 6 _, '~iS p ~ ~ ~ ~ A n~~ , , " .. eti. „' ~~ ~~ ~- ~ ~ S \ / J I' \ \ 1 '[5 51~.~L U E ~~ ~ 3 ~ ~ ~ I ~~ ; ~ ~ ~:S '~NT824 ~ ~' ~ y,. r ~ ~ ~ i ~ ~ 25' TC 910.55 ~ ~ DETAIL - AND COOL SPRINGS CT !~ ~::~ ~$~a R~ o ~a^dyoa ~ Y ffi~N3 "`> ~~ '+ ,.~ S. k' .ii-o+e„ ~ ~.. O Q ~, C ~ ~~ 1 _~ ~ U ' N U 6 y ~'oe w ~~~ O N z L0.s- o a, o 0 0 w <>o~ ~< woo = Z 6 ~ ~ Z U Q z ~ y Z `o Z avnrm ar ~y~,o:l~.FN,rf -~; . x y~-19BW C6 PPO~ iE f `~~ONAI~ '.:~ . orny YM1918 9., ~..- y Cs~s m. - 06 OB-08 - - ' oso}n saoao CUL-DE-SAC DETAIL -GOLDEN EAGLE COURT ~// N .~ i~ i~ ~.. /I fI i ,~ 30 ''~ ~ " ~a~~~~ ~~~ go~~~~a o¢nu x~ =e~ 0 F a, 04 0 0 U U. ~ ~ ~ !n ry 1- 0 N ~`~z ~'mo~ ~- ~ .a o0 h <,o~ F ¢om~ ~~z° <~ ~~ 4 o q,.. =.P .sq ~\ /~ ~°~ ~~~Jv be 4 A~b h Z / 4 ~ iY u p / ~n~'^~ S INTERSECTION DETAIL - EAGLEVIEW DR AND EAGLECHASE WAY i Ir l I i E% I // ~ ~~ ~~ 4 // / ~~ ~ ,/ ~ a 734 ~ TC 904.66 ~ I \ TC 1 ~. I i~ gyp,.. ~`~~b 'R`,~.. ~"tr~ a+y., 1, r G y u~ / / i _~• M~~ k V~ I ~/ -~__. ~ /~ ~I ~RR~'G. ~ ~ ~ -, 7 f=-- o`° \\I\I ~ s~ ~~~ ~~ ~ ' i ~ (\ / r ~. i ono ~ ~ ~-/ ~ ~ S I ~I sz ~5~` ~ ~ TC 903,69 .-~' P `. ~ . a'~ STP ~ k .~ e ~ ~ ~ ~ ~ ~ ~ ~ xo5 5 O ~" °` ,) ~. ~~ ~ ~ ~ ~._ ~~ ~ INTERSECTION DETAIL - WEST RD AND EAGLECHASE WAY xe. 19~906- S}PiE ~F u= INTERSECTION DETAIL - EAGLEVIEW DR AND MANNINGS PASS ooooz-zttoso - " - -. A.„ +Nlw,wl 316NUn]w,vs]xN2x> wxsilwnwlxv+~~x,X6r„~mnL 'vaezrX nsela NI unor ~ o `daN`d1S NCJIS 1`d~idJ l l - Po.BQ.9Q' - - n 406Lted]X([IMOSM i1AKK ANI. Nl3tATM5 X]I I.W)LWXl 3V1 TYJ(U ,,,Ya~Im nw ~wNY.~6,]Xlwwtl,w,L1Y3e„X RM p ' A ' ' SN'JIS ~O NOllt/~01 . ~ 4 ,. ~ N< ,wl, tl>=~X, a]~]d a wi, nx.ltlw mY Ilwl, ~6,~Yn „,m„ tl,tN rv . -I 3M?I!x BIS PA d lMfLt YId1W ~n~~~n,]; EMw „tlnn Xlw a>nznw ,L.Id „I:rt .o a tld ~ `d> 131 b' 1 4 N `d 1 H CJ 13 H 809 ]. ~1 ew Y. 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Y qI I I ^ ~ ~'s pa ¢v ~ P I ~ I ~g~~ fl ~ ~ ~Y p ~ i A ~_ y ~ ~ F ~ in 'F~~ g F~ S ~ ~ 3 8 Y ~~ ~ g ~~ ~~~~ ~'~~ ~ /4~ I o O ~ e 4 C3 a TS ]I ~~ is ®~ ~ 00000 ~~ ~~~ ~~~ ~~~~ ~ g~ ~~~ ~`=~~ n~ ~_ E ip r- ~~ Mnrcxra s~io_ ~ ~ -- ~ a I ~ / ~i~ ~~ ~ ~~ 1 I I 1 1 I I ~ ~ I I m ~ I ~ I v ~~ z I I~ ~ ~~I ~_ ~~ I ' ~~ i ~ ~_~- - / ~ ~ ~ ~ ~- -- - j~ ~ - -~ i ~,~~n_ _ i hi _w,,,~ W 0 e '?- { e ~ [ i -~ j ~ e ~'~ +xx ' ~ ~ 116TH ST: STRING PLAN . - . , ' l , ~ ~ ~ _ ~ _ , ~ f ~ C7 ~ €+ g . o 3y ~^?' ~ SANOTUARY AT 118th SL =SECTION 1 N.E 'nP H°~° z isAilNO ~~_ O ~ _ E $ ~ ~ ~ ' ,NOIa N Ia a ssso ii g ~£ a ~ INDIANA LAND -DEVELOPMENT CORPORATION ~ s4z-s7n EAx ~3n~ e4~-ose c~ n il e ip bi E ~ *z~ ~~ o ~ ~ ~ C ~O ~ 8170 ZIDNSVILLC Rp oipe cr c. - a z p ° ~ 'CtR ~ ' ~ INDWJAPDLIS, IN 46268 sue""' Q~ / / ~ / 9 ~TY• ~~~ 1 r I ' 39Oag75 ~ ~ / / 89 ~ ~S a - ~. 1`plsw+' a ' ~ \ ] A/ M i~ ~ ~~I ~ ~q ~w I ff.. ~ ~ ~~ 4~ ( I i .i ~ 4r~ ~ ~ ~ \ 1 I fl y~~\\ // '' f~...~ °~ ;''~.. ~ -~\ ~ 1704 - G ~~~ v ~ .~ ~~~ ~ , I' '~ / ' '~ ] ~S.s~. I _ STR 17i ' ~ ~ I rlor_~eE ~ ~ a9 ~ j ~ ~ "~. i D ~ ~yy. i ~" 2 / / ~" ~ sV ~ - A~ / l ~ , 3 ~I I I ~ I ~ ~ E ~ 5 4 y ~I ~ \\ /// 1 ( ~;-~~ a ~ ~ T v ] 1 i i I I I ~' j .a9~ - I I ~ _ I ] r l ' / ~i ~ A ~ \~ ~/~ I I ~ ~ ~~ ~ I ~ ~ -~~~ ~ ji ~ ~ ~ ~ii~ +IEj jfi6CK A '~ 9Mr -~- A- r ] t .~, / y-~ t ~ w c = G - " Sa,~, ~•..- 'b.~. WN ~'fl! 3~^Nll'~. ~ ~ N ~, -G __ ~i ~ ~ ~~ "fix w ' -'~/ .~. ~ '`^~. t rot "k ~ ? >~eu"y ~. ~-~ . rd ~ ;. ~ .. , • r - n6T1 s>w ~ $ E , _ -~ I6M i_ __ __ --) _. ~ \ ___~ ~ STR._ 1702 -STR 1706 ~ ~~ ~ ~ R'^~ °"095 B95 _ _ _ _ _ A90 ~4 ___ ~F -_ F gg0 ~ 86511..______1 __ _-_ _ _ -J P85 1 664 ~__.._^W PI a've ou s~o ( 890 b)5 i-- __I _ __I _-. B)5 DO 35 9C 05 00 1)5 b 15 to 35 I.oo -L 4+so 4+44 STR 1702 -STR 1706 STR 1703 -STR 1708 STR 1704 -STR 1709 HOR. SCALE• 1. 60' HOR. 9OALE• 1• - 60' HOfl. SOALE• 1. 60' \ I \ . aGwRIMw vrm xo wxm aeuzlwlM tonal sINQW2 Ea - P.NI 1936 91aMR P NPh510 Nl EIGV.I4CM "6mR4 iM (WL AtXE M RP I ~ . 6) {QI X M \ \ X WMIIW E GWIYAd d63gNG 1Vf1:M1 ']x) RLI RPIX WPL [ P n _ \ ~"-% 1 \ '1O0I nlCl SKIY Bf 1 HfSI® 4FSf.CLWI OCMG. ~z . } Nl SIRULIGAES 41ll MAN GSM.S AIXIS UII 94S `]E°5 NL fIR HMX CNS. ( MDl 4WR0.1PTLN SWAM AVD AP FrydW. \ \ / I NI SIMCUI6 (C 0.E5 W.E61 IMN IWfl[0 w 11x15. N I N - INE ilOX W6 MG IFl'.MWS LWIB @4 1WEal[U. ~ I SIAULNA6 G NFP P W 6 S E I 10f IOT W A 3 NV5MXR FY[RMG RW~PTO Xi N I I i ' i• / Fl M EWl N INEM. N [EIRMM E 6PoI:' STMRB. ~ a sIPY slWGalas xu. usnws nou R m to uNmxrv n sRnv. GRNkVi i / 17 ~ nnP MVO E 516UCIYR. _ ~ / [L PF A/prI1P AM1WY6 ('. FMY~)N9 PR 1IxGa6 N1i nE HPFN WMTP'RAUFR LLTW / / nxa s ~ or xx ~ s ~ ~ ~ I r o sro~ivus ' wioa~rsx ~ia~iarw~cnm, m¢ a AA~E ~ ~ ~ i ~ - n u[ sarau cetm .w starv. cwt s[cMlulgxs a n mE Pia ucw/ aP Gl a s¢ Gem ~~-~~ / IV. a~HS uxclPS.ws weuho rvuI mnR a slwslP(l4lmu a srrwcV,as ub wauVE sro ssclrns. ~ o-x+-rnm u o rraemEa stop. w eACX slwcnfl mn M- G _ ~ GACm 'N G o --~ - - - . irvui mm (i1 P~E eR ~ wwl s mG0'rla~lw a ~wv j owErzn M s ~x mG pm Pu w¢nerz worn wm IXIFAILP Cf E WNTL YM ~~ - -aximem~ . - BEd uaT WSI I GFE _ _ ~. - _ _ _ __ ~ GRrsnxG is 1 ~ wwrz m olw wom w[A A svcnwE ro - x mWIUP r w wlm wu*. R sxw rlourt ne a sups Nxw smurnx ¢ E P _ _ -- V UUI eG UR -- - o ' sxouo ME 1ceuwWLL eE CasWwsn lW UmE nWmwE WZI R AER](1D m sulw® wR slxuoua woxaova wm M• IwwNNPs o un ns wRxD ws sEPE VmP srw~as , . . MJS FS „4 w1YUa B o~E GA pIPoK f IMP EWXEFP RNA Ia f \ II wlSlpyflp: SYµL & L(pSiE Iq fA q[6 IXc \ wKIAGGIIGI M4 qIq -- 1 80~ - '~ \ ~ ~ \ LL PSIXG N M A6U E F-II'. 61K W 50.YWb RPM .~\h~ ~~~-~( ~ - \I\\4~\/f ltY 1. Pt__'~///~/~I/ Fw IWA UM6 NASLF4G M1pI1141L(IXRAOAC ¢LWM1YS ~aR6 6~aexo EXIE pppPoSED GPDUND C9ME ...__. __ _. ..._..805 005 ~pp ... _.__._ ~+00 ~-snnararvB00 uuE Botxnu ~ g z~g~~~ e~~~a~ ~ §§3~. I s ~ o '~ ~ ~ ~ U LL ~ [Y ~ ~ °p N 6 a Z y ~' ~ z t_ 4. -- < m ~ z _ ~ O ~ d < w ~a 2 Q ~ °Ji a ~ - w U Z 2 Q 6 `~ y _. NU°."- -19BWRW mow. j ~ X"+9F ~ A r.,5 w :,« r i- ~9 ~ ~ oy` •~ /' ~ ~s~rt~~ ~9 \~~ e Jf ;~ \1 4 STR 14 is -~ ~, ~ 13 1~ :apTR 915 =peg ~ ~L~" 1 ~ \\~ I I ~ -- - ~ t ~ 88 n ~ \ II '~ I~ ~ I~ ~t \ \ ~\ ~ ~ ~ \ .~ ~ \ ~ ~ ~, •% _ Z•~ JUG J t ` ~ ..<,, ~ ~ \ 1710 - 1 !LLC ~ ~ ~ 1 B1 \\ \ \~~ `\ ~~ >~ ~ ~ ~ A ~' ma 6 \ ~ \\ 'x~g ~ \ ftt A b \ \ 3?~atA ~~ \ ~ I \\. ~ ._ STR 1716 -STR 1719 \\ \ STR 1717 \~ ~~~\\~ X87 ~ ~ A \~ ~~~~.,- -. E7WTN0 POF9\ ~ rmm w» a I ~ \ 91 91 9C 9[ STR 1714 - STR 1718 NOR, 8OALE• t• - 60' VERT. ECALE• 1. 6' 8RR$E ~ g ~~ § ` ~T1'£ ^Yd =R` ~i l~ 910 _ _ _ r ___ 910 1 90.5 __ I ___ 905 r __ 1 u~d c eL c 9W ~ -- - xa n'xra m i i B95 t _J B95 - ~ i - fl90 ~ _. _L 990 '- - a«a o+9a i«w ' STR 1716 - STR 1718 MOR. BCALE• 1• - bO' VERT. BCALE• 1' - b' ' \ ~~86 ~~ \~~`\~ \ \\`y 1 mvierul sun uo 1Rem ur¢wlw (cs~ sluwm ax axllm:4 ~. W fl (iq P ft4 9BIR1 V AT[5 [P-ul¢S MfPC Xt 1»~,K~ i KgR,1:. OSA S fIRR14 MXIY (A1 Rfl WIM RIXRL M IX54N f(. . IlpJl ytiM1 ft'~W %AftCSW RYfffiW. e- ~ _ __ 1 ~9M1CN'6 9wt wi C151tR A6A IR alu5 STIS xL w[ mn'2ms - _ P umnw IxnEm suoom xR aas: a w<slun«a l~ wwaLS uuml vwl a xuuv Rw WLS uo azIW W... M fILY 116110 6LlYXli 9KL R KNfY 9WIX M &US411b6. a~e,.als m mr v rimi rt l eL smxlu6 wr a Eolen Io Xa '. ~v wanun WsmXms vrmwc mt moos ~s~ . mn eel ¢ - . kM0 B! M fMVER N OaFAwE M XIFG%R I SIPLGR4. .1 YflAtNdE Q:ISP ~ - ' 6 ~rb~SMLe~1w 4X[1 GSle6 9wl BL SEI T wMIW 1 PoSIM VNMLL ~ IoW wL wws.l vmn slwnuas lf: :WZF xo Rx uxuM w. uaumL mo.mvsufxrs. ro um uauu run vnmwm. \ Bunn cewivn euua Wets xurs ua my inn (al rzfl m u .~ +sux wtuc 41a m4 4 r~ao. a rs v. zi sscnw Yan rat aar sfefwrt v[e ttxs q n x {RlEtl uxuu a el a Wr mor o: VNfS :[XCINS Yf USUPtn 119u aY.IS [P SIViI[Nfi IO IfNRP Of SiFlGluld INO N4Wf fM YCD I. M OSI:tIW t(M TICS SItlY SMR IJ W 1 WIK @Y% S1MPR mKl 6[ mi WYJ: N mE rW(MC ~S 41W0 R W IW M PtA NIIM 41H WY3L Ym :4-AP.M 4®:I. aS .1 mf w or wwulul ar mL w4.,sa rrt va.lwa mo~x~ Wu su XU l.2 M; ra oxvlL C4ue WeO WIZ AL :F91 PiflM IXRPCA :Y If YWOR G) MT M WH WS RM WT. MIML 0.WA IIM I1 I~RfASi ~1RSIWL l4GR mE LIM W-rMIP1SRLNF. SMFIWLSM WW XfI. 2 6011@1Ird 51M.CILgLK .~mXa. 9dWM VMe.W1Y[30'NMI60 LpIP£5191IPAE W51& qVN~ SI YMD IW:Y[SRf1U6 A91WLL M.4•lVIU6 SWP% SIM [611RI SVN/Y16. W1 Mi MO IR K[M.6 W ~: ~a ~ amYL ~w Haa X o~ \. °ms~iaHna m~ir.i vnevmxr mm aim wi oio ~ox r,rrwu wW m II. rCP MIa[NMIA6 YIWI® M~R0.IW%4tNRNS RPe rweswtt tEmo nimluc vl+vroscv cxou o cwnc BO51 _ _ :805 _ '~oo ~ _ wr~ ~+oo snlw, ~.LLL uc ia c l e .vp C~ \ HAMII?On' CO. SUi/w~\E~y O'ES{~``(~?~'F yFiCE Il Pry\ FY -~ ~ ~~~hdi~lF ...e ..~ ~ ~ ~~ J ; t .iv Gc~nyr fioi c acc V•u ce .ter t..w~. Y~~.•.r. ~ ~ ~~~~~ ~a~~~~ ~€~~~~~ ~~ r=m~ '< _g ~~ ~ ~<mw °a z ~ ~ U O 0 LL y ~ ~ Q Z p~O d ~. W e p N ~ s~ Z_ ~ Q N 2 x^'10 6 ~ Fil N a J ~ .'~. o Q Q Q ro~ a q y U 2 V a y Z isXmm v'v~OL osoaae STR 1710 -STR 1717 MOR. 9OALE• 1' - 60' VERT. 9OALE' 1' - 6' '~. OOOOZ-ZLLOSO +~ww W-9b90 EOL~ RI@~'.9391A ~ ,>.~, w.oo xcmvl e r~ b a y , N Z a 7_ y N zm b ~ ~ i J lyl ° C > ~ °o ~ z ~z n ~ O _ a ~~w v Noy'. a w y m ~ no ~ m A z o -~ a 2 a ~JCD 9DV; R~- no ~i~o€:~ ~"~~~~ =~~~~a A 0 r e n ,aa 1 a 3 d - \ I I 9 ~ ~~ / 1 ~ C ' G L _ ~_ 4n _.,h ..u , __- 30u~ .. 06 n H 3LON 335 nuxJre mnxwq q 1 oivls~00+8 rvlum 00s 009 s0ei~~~- -~. s0e .9 • .4 91tl0S "1tl3A .D9 - .l ~31tl05.'HOH .9 - .l 9ltlOF1 'ltl3N ,09 - .L 91tl08 'tlOH 6ZLl alS - OZLt als OELL alS - EZL4 alS a6+6 os+a 598 ~ _. ~ 699 069 p69 --___ S69 S69 I xnq a me EI n 6{ 006 i 006 506 ~C~ SO6 m6 _-__.__..~ 0l6 /i°/ SIGLN313 ]MfMgN131LL MW gItlIbYY19111W 330 tlW wanvmmX+a Inlsmxa 3W s rvw3v mnrmv w. Y3urun g43p1 ' I ~Rr^: ~0 AM 'JSNSJ ll0 MVYlWq IYrY 4S IY OJ e RdT N]LL]'PIISNW '" -y.r°'6"+ ONJ MJ530 3XL IO MYIMpV 3X1 N lrof~ 3 01 tllBd~CLT uw aq 3mm u3lnan 3 as u+vwm sstlrmmsly c a3aar v X 'evs xno. 4 Wsq vxw a uxrs 91p}Mlw 3X1 Mq nLtM13 310 s uX p3 1915NN MN]IIXIS ItlWA 3X OARW lC 9 3WN1T NI A UPo9N ~ W t01 vwl era tl=ae (/ 9 tl LTWS Nl tl x n6 JI 13N 6rO YXLT S fjd Qj$QYO~ n mrlq 3 1 1 ran y ItJ er aw dl ~ ~tl3A9Atl ll`1] 3ID SYd 3WJ 3W3 lJ / CyIYL 3 tlll T 1 3 4 XIN tlI1103 31TI OJ ~ Xa 1 ~ 3v um xi11 LI '. 3 1M UmmXe vlm 1110tl9 MMXNS AlWN 3 )J Lq~ 3UgN Ptl64 lH NN 3UN MNtlWT INx pINL]NLS M]k9 35 X4tl15 d34 1 ~ 3Y1NA 3X1'1 ' 3 R1] 30NlMl QY ~Ntl]MIS f0 YLN3 tl15 A HLNP NOW 03tl x AY 311'A l 33d1!'0 dW 13314 NO (X kO 1VIINT 1>3NWd lU M IV 3AWpl1'NM 31YdAXE Xtl013 tl01 W1UI XCLL]E n3 D 3NM1V3M3 IXl IX3X3Wa )] 3J SXXTd OWi01]Xi EY3W Pa4Yd ®/: tX JO llll (t) AtIY Qn Ip]WI O$M3tl 3A TM3 TI3dh8 NdMk9 MIO] INd 0 IgNT 011Y WNVI TT 191N1Y JR1lYIpA' / / AM 9WXn Ye Rtt 91JIlOT M3 i31)S3W0 WM IY 9X3Wi 3etl [ r ~ 3i ~ l / WIY 9tlll LTW tl0b Y 3.TIMtlO INICCI Mp E113S 4' TMS STi1M Ln ~ ' mdw 3w qus~ aw:a '4NIT4L3 TLL A AItl031M 3Xt'MXLLll30 01 NAgIU lLL 19 4YNkM , I ~/ I\I 30 WXIWfYL14tl191WI1Y1 MYr]1LX331X3X19W1-YNfl:01~41ti ~~ 133X. CI WdNgitl ID 1M 33tlNStll3 p ('Jx ONLtVi JO dJl A SYCNSfM t'lIl Y l w in s m ii 9m iwl ' X / 'r µiiln wv mw (smX,. i3a ua 3 ioa. ~me N mxslxl wree a xmns oivaW minotlq nix ^ ' ' ~ i su'loY Y1x I5q 3mmm.s amu e1s m c n1m In sxouamnv Said a. se31s M33II901MS.S1106a om3msln v>a X31w users x}I3n1 ' ~ ~~ 2 )] 1.'IO] 3Xl3MlOltl VIAO N 13V (R) llH3Ml9a3+J. 3MVIMYVX3 XWIOT - '~~. MW)]NI 113113) r ]W OW3LX3 SNYI NgX11110151NM d WYi9`. 9t6 IINd W] U PI4 '. ` 410LLMNq tlO1 W1WNI131YrMI X011YaWIWILY XIA]I OM'll3f51WI dN]]0'1 " ~ 9slox neoxa axr xru miss wxole ~i % ' 6w0 - x*6 6oe 6s*1 ao+z 6s+z awe x+c a0«> as+e ww as+s ao+9 x+s w+t as+l os+e _ a_s+e ~ 1 SBB 068 -. - 066 she she OOfi 006 SOB -- SOB 016 ~ 016 sl6 516 ~~ ;~aq~., d>~ >3 .v "B•N Sx'^^>a rn~ ahtt ~~''a e ~~ey '_i Y®'B6up '@~66x ~®~~ ~'~~ ~~ a~ ~~~~ Kos ~ xK k au k ~~'& c e~~ ~ r~ x G ~ ko~ a 88 ~ ~1 i ~ i~ ~ ~ ~I ~ll i~ ~ ats - oau als ~- 1 \~ '~ ~ /~ i,~ it '~ ~I h ~~ ~ ~~ I'~, ~''\,A~ ~~ ~~ ~ 1 ~'rl ~~~~~ r ~ ~ m ~,~~ - als - Ea ~ ~j, ~~ ~ l r f+ !~!~ry0g1~1,`\ ~- a .Yr3 + , 9 N~OIItA I i ~0 _ , ~~a'~ alibi` ~ ., ~ \ A 1 . -1\ , ~ ~ ~ ~~, `m ~ ~A~~ ~.,Y ~ ~ ~ ~ ~ ~ ~ // l tT~ // ~ . ~ ~~- 1 ~ " ~_ ~ ~ 1 ~a bH / I ~\ ~ 10[ h ~ /~ ~\ i . ~ ", -- - ~ o~ / 6j N\ ~t / .v \_ _-. I ~ R i S __ _ _ _ ~ _ . __ ' p y x y e i ~ t p £ 1 ~ N 1' ~ ~° y § ~ ~ ~ l i ~ i ~ - - n ~ I { ~ - --- - -~ - - - - - i I - _ j - ~> i r g~ ~_-~ - - ~ - _ - - - -__ - r. -. I -3--"--~( ~ T _G -- _ I_ ~ v'v Naw,o~nm ~ ~`~ xc t'o a Xevs' p<n v ttao v a nn x' e1'gNmtl.o ~ 1 ~ ~ Fn vv r«'oeawu~l ml xlvve v xnnl I xrztl a 1 ~ ~ _ - _-l_ ~ ~ _'_ 1 '_ __-_ ~ ~ _ ,rv;n _.._.. ~ a sgq mtl Ah _ SI nBT F 1 W 1 P o ~ ~ _ o ~ I i ~~ ~ - __ J o ___ e _ o 0 ~ ~ ___~__ II - ___ ___ _- Y ~ ~ qg Y ~ ~I T J ~ L_ -_.___ 1 fi ... __ __ .__ .. ~-_____ __ .-_ $ - 1 _ __ F ._1. _ ~ ~ ,A., ~', I ` ~ ~^ s ~ \ ~ .I; r ~a , 4 -' /~« ; "aa i ~ ~ bZ ,~~.~ X / _~ 9Z H/ 6''/~f///\y\ ~ l\ / I ~I ~ ~ H~OlB P I I / J 1 ~~ / j / % ~ / b jl \ a4 K t~?. '. j' i ~~ i l~~ \~ eO AI / I I ~ I ~ i 1 :x' ~~ A 1. / ® / aq. i~ AF z I -3N,~ ~ - - I ~ ~ ~ ` `x'n ~+dR. \ ~ OZ ~ ... 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NEENAH 1612 or tii2 .. EAST JORDAN ID46 ~ - ~~e~`~_ . or .yyr..u ey x.nnun cwnp wnger• enu Iqy"qp Naf io "ouu 'HAMILTON COUNTY SURVEYOR'S OFFICE MANHOL SOLID D CASTING ...um_uuzmL_ APPROV%D~ ~ PiE< ~~ 9TANDARD PLAN r C r_1 F....~..~.,,.... OFFICE OF THE HAMILTON COUNTY SURVEYOR ~~, ,_ _ . 0 o 00 0 ~; ~ rw. .~ ~ , s ~ ~~ ~ I s , ~ ?I _ f^ t , t_-~ „ I F-rt J s ~.~~~-- NEENAH 3831-TL Or TR ~ ~ ~+~N~I Y+I"ainv ~3 BA64 JORDAN i4B6-Y2 ar YI ~ .NUxu rNa m,wva • _ 4 9•mlit+ . a .nr..,X u.... N.r..m.. enl WMNpe XM „ re aun HAMILTON COUNTY SURVEYOR'S OFFICE CURB INLET CASTING u.om~urwwi ~~ : STANDARD PLAN APPROVED ~ ~ CT-8 i 1 '. _ .. i OFFICE'OF THE HAMILTON-COUNTY SURVEYOR .-.w F S ~ ~ 7 7 ~ e L--m_. _-I F N .eva 1 ~L~ ~rt VVA " ! F~L ~r-6 £ S L. ~. ~ _ ,WnX. NEENAH e3310 v.m.~e"na ~ EA34 JORDAN i0ID rtexn ..~... •0• •IfrDr•..Y X.mX~au um~y lurrger'r a~Xe• IOGy.IXY XT +e "u.4 HAMILTON COUNTY SURVEYOR'S OFFICE FRAME W/ 4 SIDED SEAT mmvJlRbsl_ 9TANDARD PLAN APPRaveD. E _ -- CT-4 OFFICE OF THE HAMILTON COUNTY SURVEYOR ,.e ~~ ' 0 ~' a 77 S 9 1 k E ~ S E ~ ?] ' ~ S L " T- r~ ~ ....eNA.rt~. s~~ a ~ . "~" o-¢ o o~N N ~s ew ws. e, ;~~ .~ NEENAH a3A2 EAST. JORDAN 6ARBH • a .e.r..r "r n.mm". m.,.+r w...y... mu. ~o...~.a Nm n .un HAMILTON COUNTY SURVEYOR'S OFFICE HEE VE INLET CASTING mvmo-l+•+_ EtAN01RD PLAN APP60VRD~ /ber CT-10 . ... .- . OFFICE OF THE HAMILTON COUNTY SURVEYOR o n ..Conn ~umune uuno REF; A: "R.dS FP'87dF NYX~NeNI. w "..N " u v 0~~mnXb NXO ]nnY. Ro. ve:.NFo6o.` ' ; e~NUINUN ! 9S WNNeuf .Nrr N,. F~L'~.4" c ••~woma^ '' ."FW'~Y.3n: I:"e.~:"N d.Ye~, ~::":::gi . ~ p 73 NXe W1 0~ PPO N°rr. NtN YY NAVii r~IN10 ~ :"; o ~ : N ~,n ~ e .• N~~NVN eX of SFR.u:i ST ANDARD MANHOLE FOR P IPE SIZES 12" THRU 24" e '~ HAMILTON COUNTY SURVEYOR'S OFFICE Z~/ 9TANDARD PLAN a APPROVEDI oN Sv n • ~d'f~ D-ZO -OFFICE OF'THE HAMILTON COUNTY SURVEYOR .aa® . , ~..~...,. s ~F L S -~, NBBNAN R 3310 EAST JORDAN inl0 rt,y Nooxr, u• •Oe •plre..{ Ly tlrmXlae [waly ]arrpei• onw WGNIXO "R i0 nLLn HAMILTON COUNTY SURVEYOR'S OFFICE- 11 R IUS OPEN CURH HO% NN.~~YJ-"~L_ APPRDVEO~ ~Q~,~ ~ 9tANDARp PLAN --3ANY" CT'S ' OFFICE OF THE.HAMILTON COUNTY.SURVEYOR ~ ~ e ~ -- "STANDARD MANHOLE ~ ~~ FOR. PIPE SIZES 24" THRU 66" .. . L6'&i^I~ FSRB F3'~Td!' 3754w'W. rt~~ ..A..e ..n..+ N..aLN r.r e. aX. 0°iaim rNN ~ , . NIX,N . WNA,n N..,I~ N ~~ a ~S° R~ F° d!t L < e.. ER~~~ ae' X .m L1S N e N a"A ~fo 54w~d LU~N°'n~"YFi~ .• E6. "" ui i O ti i " ~ le"L"no YN N ip IiY V t1M"il.. 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IN INV. i p[F111 IH FEEL $1R. 1 E $LR, fYP CNSIING T'P FIPE 512E olre5nlorv JF PIPE 'N / pUl ]]M 1 894.50 87890 BJ8.80 6.] z4 Tv E 1)01 8&5.53 BB0.00 8)9.90 12] 40" 0-20 R-]501-1R 11 N W E 1)02 005.41 BB0.90 BW.60 250 a0 D-10 R-3501-R ~ IS 11 N E BB0.90 29fi 15 11 VV E I]0} 09210 885.25 885.25 5.A1 IB C-10 R-IP1 IS N S 88640 lop 4 IS E S 1]04 89590 0913W '890.05 A30 48 0-10 R-}501-R 12 IS N S 69100- }.60 11 IS E 5 1)OS 895.90 892.10 220 ' 4 x 74 S t- p.j5 A-]501-IR 17 5 I]O6 084.65 891.10 200 C :: 11' Si-]fi R-3501-N IS NE I]0) B9L24 081.10 Bfi7.10 284 4 Y 24 51-06 A-3501-X 12 N W I70B 891.46 88>.fi0 256 4 x N St-]6 R-JS 1-N 12 5 OO9 894.95 891.fi5 2_00 4 . 11 51-]fi R-]501-N 12 W 1710 898.00 24" SI-N ENO SECTION 24 SE qll 90.1.fi9 090.]6 896.26 1 1.0.1 48 D-T9 R-]501-iR 24 NN $E 1)12 903.)9 898.56 69846 29 a8 D-10 R-]501-iA P 24 5 BE OIJ 901]9 098.]5 89865 2.59 98- D-20 R-3501$ 10" L 5 N ON 905.60 899.15 899.05 4J5 ~ 4B' D-20 R-012 10 5 N 099 fi0 a.10 12" 18' W N 015 905.50 899.]9 89958 <R 48 0-10 R-IA1 IS' 1B S N IJ16 90352 899.00 899.70 2 2) 49- 0-10 R-]501-iR 12 IS S N 900.00 152 17 t5 E N 1]1] 80.352 899.90 212 I x i9 Bi46 R-}501-R 12 N 1]18 903.50 900.00 2.20 J Y 2d' Si-76 A-4741 12 E 1119 9041) 900.1) 2dfi 4 r 14 Sf-36 R-]501-N t2 W 1]10 89800 890.00 }t Si-Y. ENO SECXfW ]0 5E 1)21 904 00 898.]0 890.30 2.80 EO' 0-21 R-]SCI-lR b NN SE 1]22 BpS41 898.95 8BBA5 4.Ofi 00 D-21 R-3501-iR 30 NW SE O1] 904.51 89055. B9B.55 106 60 041 fl-3501-iR 24 30 NN' SE 90030 3.11 12 ]0 SW BE V14 908.50 898.]0 1 899.)0 7.M 60 D-21 R-12)1 24 NA' SE 90100 610 1711 SYI $E 1]15 909]0 890.95 89095 ].85 fi0 D-21 R-P)2 24 N $E 1]26 9W.21 899.35 899.]5 5.46. fi0 0-?I R-3501-m 1B 24 NW 5 1727 906)0 90000 90000 4.90 6a' D-11 R-3`AI-IR IB SYI SE tJ16 906.70 90060 900.60 4J0 60' 0-21 R-3501-R IS 10 N' E 1]19 905.50 901.30 265 60' 0-21 R-4A1 IS E 1730 904.51 900.35 P d6 4' x 24' Sf-06 R-]501-N 11 NE 1731 90fiH0 902.]5 3.15 9 :: 14 SI-Jfi R-4]11 11 NE 1)32 898.00 12 Si-31 END $CCOON 42 5 I)J3 90fi.W 098.20 09810 3.80 B 041 R-17)1 42 NE 5 HAMILTON COUNTY SURVEYOR'S OFFICE R6VI68W 5 BBB WB ~` _ / / APPROVED: STANDARD PLAN BLXTOX C ARO. XAYILM COVMY BVBVBYOR B D'19 V ALL CASIING3 SXALL BE LN£LED bUMi W wASiE - pANNS i0 WAiEPo4Ax' CONiRIGiOA 51NLL LONSIRUCi ALL SIRULiuA[5 BASID ON MIA 930WN GN iNE PUN 0.W PRJiII£ SxEflS IN THIS PWJ SET, I ~ ~ _~ .... OFFICE'OF THE HALIDTON:COVNTY SURbEYOR..' 9~'CHOR ' FOR'•'CONCRETE 'END .SECTIONS SLDE PROFILE TOP VIEk a. ~ ~~ ~ ~~ ~ ' F.ND PROFILE I:•~ ago '-1 ""pia°..., .. ° OFFIGE~ HAMILTON COUNTYSURVEYOR"5 9EAXOAXO PLAp AevpdvED: ' . f~~ ' 0-5. OFF]CE OF-THE HAYILTON'COUNTY ~9URVEYOR. DEBRIS GUARD' SIDE PROFILE '• ~ - - • m. ..•.. .... .< .. e... I I TOP VIEN f i- HAMILTON COUNTY SURV EYO R'S eO FFICE° N ' STANDApp'PLAX JPPROVED'- 4~ ~ . D 12 ~i XEwi mns"or nE Ilwlanc WawLrc' wtEm`o~>K mwl ~ '9u~i mv'' a dDLrn~LL.NSI~wI~m. 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INV_ IY IpV. Ui OfPTH IN fCEi SiR. 512E 4R. ttPE CPSEING IYVE PRE 51'~ o1RECn0u OF PIV[ IN I OUi P}4 904.66 890.30 B9B.30 2 J6 ]2 D-21 A-1501-iR ]fi 41 ' NE SW 899.60 I 2.91 21 42 SE $W IJ]5 90<.66 098.35 098.]5 2.01 60' b21 A-}`AI-iL J6 NE $W 1]J6 90],60 898,50 89050 5.6 ' 60 0-11 q-1P1 ]6' NW SW 1]]] 904.90 - 898fi5 2)5 fi0 D-11 R-4]11 J6 NN' $E O}Jp 909.9) i6 Sf-34 FNp SECTION J6 SE 17JB 905.1] 899.)0 899.)0 J.18 18' 0-10 A-}501-iR t5 21 nE HW. 1]19 891.3] 15' TT-J4 END SECP0.4 IS SW 940 09dW 15 Sf-}3 FND SECilIX9 15 NE 1]41 883.26 21' 6F3A END SEC310N 24 N !]41 804.3; N S1-]A END SECgpN 11' N 6 11U BB610 t0 51-14 ENO $ECllgi IB SW 1]44 fi88.00 18 Sf-3A ENO BECKON IB SW H AMI LTON COUNTY SURVEYOR'S . OFFICE RBVIBBM 48680008 APPROVED ~L _/ / ` ~ 9TANDARD PLAN NBNRON C. ABB.XAYILTO h5 COUNtY BVNVBYOp - 4@ - D - 19 nplE Ip mxnunnR ALL GSIiNCS SWLL BE IAfiEIFD LU4P NO WASR -AWNS i0 WAIfFNAY CpNIPACipfl 514LL PANSiAUCI ALL $IAUCNAES 84SE0 ON pA3A SXOA'N CN 1HE PIAN ANO PAOEIIF SNEEIS IN 1X15 PUN SET.. i 11 .. - .. .. -_... .. .. -u ~tl .yqN 33 ~35Ea yl o`aRv a`--"b`` E4v V~n- ~6ei Z O ^ ~. O ~ f O N U ~ ~ ~ W iij ~ rv o ~} ~ ~ ~ a, J- m ~ ~; w CL ° o N F- 6 a a O ¢ 0 wi `~' ~ Z U Z ~ y °z Nn 19BEW5- N, C707 06-0&08 i I .OFFICE OFTHH`HAMILTON'COUNTY '':SURVEYOR':'~'''~` `STANDARD ,FOR SANiTARY`SEWERS:' BEING::CONSTRUCTED WITHIN A-. , REGULATED DRAINAGE`EASEMENT~" nP OP ]aNi-. OPEN DITCH op o P.XRma a { I REGIILATE- GRAIN TILE - ___ _ _. ma eXie e - n [ xA oA A o ~ x ~ [ Gn ~ uirnN wu .vo n n q nx uomu Pwx~. Pmruca ° : oAP:::n UPA " i e ~~ + . P n l A LCAIp .HAM[LTON'COUNTY SURVEYOR'S 'OFFICE ~ =-- ' - ~ 9TANDAR- PLAN APPROVB-' -~_ ~ M-S- ' X ~ uoX ' i ' '. .OFFICE -0P THE AAMiLTON.COUNTY :SURVEYOR liNDERWA7ER-DISCHARGE 'NOT 'ALLOlY D-~~ . naumP i ~ ~ X ~ I 8Y aw ~ ' a --- '~A mo L J .. . . .. L r X r,.T I Xi~mNVB ap[ eLATa a Amtn :`0.oinsa. ~ ' cevevmi Xvovnn - I '. ~.+ Xew..Pm.- ~ g '°~: A _ ~~ P. a I - ~~~ ~'LA'KE OUTLET-DETAIL FOR CAKE CR055-SECTION~~.OPTION 3' ' IDXININO XT M YALLI AMILTON COUNTY ~ SURVEYOR'S OFFICE ~. X 9TANDARD PLAN APPRDVED~~ ~ '`- ~° I k D l1 ARV.uY - , i ~, '9FF1CE OF THE HAMIliPON. COUNTY. SURVEYOR. `- rye __ __ ~ L ' -'.:. . a ' ~ e PLAN v¢re "A.y p '- ~ ° . oR vex ..r ; LT ; ~ - I . . 6 ~ LLI i { ~ . 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OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE • PIPtl XO LAYCR }NAN IB CAN BB V]LD IM TM6 8 BIDi 01 }NIB BOY. ••INCOYIXG AND DYT DDINC PIPb LPPCCT BTLPB IN iXl] BiRVCTVRi. ••.BPLCIAL AN YTD RRVRYP89 VBBPLR }XAN AB" P80Y }/C TO INVLn ILL BB .N DR A BO[ 11tH~n'OO VNLLA BPBCIIL DOIGN Ie ]P[LIAL NMC ]iRVRVR69 PILL BP OILICNLD IDR YpRIYVY PLDN IN PIPE]. ]PPCIALAP}BR nRVCiV66 Ie B864V1O IYPROYBDpCCmbALLBG HAMILTON COUNTY SURVEYOR'S OFFICE A/ STANDARD PLAN OFFICE OF THE HAMILTON COUNTY SURVEYOR mlmlP Pun ___.~ ._"I~ o~ , Au n ar ° N AItOtAlaoL P u nl}ob nmo~ VND8RDR11N9 REpVIReO IN 9NAL69 eI4H LE99 THAN lY. SLOPS uTIPO sBAo __ "_~m ~ n I- o im uwB[ - o m auAB m mev nltmo ~ b a~no Puv ®nn n _ m vR N [ Yn1YVn A lnPn W.tllPn me nul n wuw .m.L.mnB nu vawuPV nAalm vva TYPICAL SWALE DETAIL munBO Rm TP cua HAMILTON COUNTY SURVEYOR'S OFFICE APPHOVN-: C / Q w ac BTAM-1HD PLAN m c.n>v m num ]vnnu D'SB OFFICE OF THE HAMILTON COUNTY.'SURVEYOR.'~' LAKE CROSS-SECTIONS ' OPTION 3 P~ X ,n _ - f xuA P~_ USE OUTLET OPTION 3 . 1P ,[•~ OFFICE HAMILTON COUNTY' SURVEYOR'8 X X 0/J ~~4 . ~ STAN-AA- PLAN A 1 a .IN~ APPftOV EDP D_B [. rI AU §.~36N 9jl ' ~~ Z~%m a~F a~w ~~m ~~ ~~ ~ HAMILTON CO 5 IRVEY0F5 OFFICE '~ 9 Z ~~ q1 I~ '/ S~L~O' F 2~j~~ '_IRI E: OFFICE OF THE HAMILTON COUNTY SURVEYOR X NXnuN • .P Y A .YO.Y~~ P~ TYPICAL SSD LATERAL - T0. 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YI 6 f, ~- Y~ e~ f :F / p.E a~~~ .D I s GENERAL NOTES :` ixE Cg21PACOR E1W1 BE ParUN61BlF Fm WINxWL. ~ VERMTJ:C THAI N1 PERNDS NN N' ,7'Oa .'NS Mf C81NVF- TINY THE P[~EC1KC CITY, CpINIY, Mp 51%if IGFN[If3 Pam io srAPrwc mNSMUCnon. , 2) II SHA1L BE 111E CmiP1LtOP5 PE9PONBIE UN 10 DEIEPMINE THE FXMI 1OG00v OF ALL E%141NC UTLOIE9 IN 1HE VKINHY OF THE COYEWULTCN 0.9G FPIOP i0 SiP01N: :.CN51flIICIION 3) R SHVl BE ME CmIPMlmS PCSPoNSIE Utt 10 NOLh MO CWPPRA9E CO%ARdDp. xlM HL PESpELIn' unn¢s. ' q ALL aJMmIES cnEN m ixaE PPINis. vERexLr m W ME SCmE R »roP% Rrn>% APE ESTM4ia µD SxA-L BE WNfIRVEO BY ME BIWING COV1WU"ImS. 5) CCCUVAiIpWL $LiEIY INp HFN.iH KNIN6iRATON (pSHA) SiAVDMm FOfl E%GVAiIONS'. FIIUL RULE 29 LFR PANT 192fi, $UBPgPI •P' MPDEB i0 Pll E%GVAICN9 E%CEEOINC FNE (5) FFEi Ix RPM. fi) W AWIIICV. EYGVARm F%R[pxG TWERP' (201 Rfl W OEPM REOUaE ME pL9G' R A 1NENCH SpfETY SYSTEM 8f A PEGBfEREO PiOEERgNLL fHPNEFR. ' >) R SHNL Bf THE PESPDNSIgLIIY Cf ME pEVELOPCR AND [DNFMICN ip NNN1AIn pG~itt WxrRDL ixfloucll0ur Tws PRwECI. e) 1EMPOawr iMR1C cmmpL DUPNG mNSramrax io cEWFDRM lp m=xIB.E LaG'. srMGRD9 9) ME ENCWRP MD/cP owxER gscwu PxY TAR W Mf Lmsrxualm MfAN$ pnD MEMOm AsspcgrtD wpx ixE pROJEa As s_ Fpmx In MaE PIMS. Ip) AVV IELC 10.C5 ENCOJMEPED pJiING E%GVA1lpN ENUL A PEPAIPEO AVp CONNECiEC i0 NEW B10a1 SEWERS AuD PoSIIA4 OPNxAGE PRESEINED. I1) D YNl R HE flEEh.`NSIBIIR' OF llE CMLfPFA TINT NL IA4GSG°E PEOUI,gI$ME 0.RE vEi AYO LC\Tmu 10 MRSA9lE lIXIL SIAVLWNi. - 121 ME 50E Wa NOF IlE IV A SPECNL ROW WSMp APFA AS ESIAE'-19xED EY THE %ECEPA FNFPGENLY AMNWEMENi OGENCV -M110NAL ELDOp INSUPANfE PADGPPN, NN[x P OIiED Bt SCNC ON ROW IHBUPMC[ PA2 MAP /1900081 m06'F, pelEO FEmINPC 19, 2W]. ~]) 9G0N5, gKH51]NS Mp GSFYfNR_ APE SIMYNN Fm iFfEFFIICE PVLY. SEE iEC".i0 s..AVEK Y PUi Fm EY/1i IHFmWIYJN. ' ld; THIS SIiC Wa No' COxiNN ANY WETUNCS AI SNOWY ON ME LLB. OEPAMUEM CF iXE INiEPM)R rISH PNO W40UFE SERACE; CARMEL, NMSxp tipilOxpL WFEUV05 IAVENi01tt YpP mlEp 1990. - BENCHMARK INFORMATION eM EDO s1 A pxv plsN rs LWArfD Lo MIIF NoPn¢ASl pF ; bONSYIJ£ O2 NIIE FAST ALOxG WEST 4151 EiPEEI FRDM li9 ' JUNLiIm WRN $IAi~ PCAD 121, AL ME WFEFSErnON OF : WIGFFAIT OPM IN] WEST 12151 STREET, IN ME NORMFASf '. t/1 ."w 1NC INIFHSECIpH ql TrE ENIPM'CE i0 ME FMAE NllAi, 9JWNSIM SEI IV ME tM m A LONCFFIE PO51. If1T1 wlix 1HF RNIIND, A OFPAP1VENi m wiNWf 96CLHR5 EY55' Cm1P0. S1Al10x TABLET, SFAVVEO '~ 51 1999•. ' ELM.: 901.11 EFCI (1929 pAi0.N) ELY: 900.16 FEEL (flee LA1W) PLANS PREPARED FORM PAUL SHOOPMAN BUILDING CP.OUP 8227 NORTHWEST BLVD., SUlTE'~190 !ND/ANAPOLIS, !N 46278 I (377) 415-0459 PHONE ''I. (3f7) 415-0466 FAX CONTACT PERSON: PAUL SHOOPMAN OPERATING AUTHORITIES a CONS'TR UCTION PLANS FOR. _ - - SANCTUARYAT 116THSTREET SECTIONS 2A, AND~~~~` ." V~O ~\ S~tNITARY SET~~ER AND WATE PLANS ~ '~ ~' 3~~`'~•~$ 4455 W. 121st STREET ~~ ~~~°°cs,~ CARMEL, IN e.a. era eamrn ~~~~'~ \~ ~~ /I ~~/ CITY OF GRMES WA1ER OEPARiMENi H4NILIDN COUNTY SURIEYOR'S OFFlCE UO 15i AOENJE SW ONE HAMILTON SQUARE, SJITE 166 UR9EL, INDIANA 46032 HAMILTON COUNTY JUDICIAL CENTER 2AU'. PACE NOBLESVILLE, INDW4A 46Cb0 31]/5]!-2444 GREG:HOYES J.]/]]6-5d95 Gil' OF CARMEL FlRE DEPAR1YENi 1W0 CML SQUARE CARMEL, INDIANA 46032 CIAY ;TOWNSHIP REGIONAL WASTE DISTRICT GARY HGYI 10]01 N, COLLEGE AVE., SUOE A 31]/5]1-2600 INDIANAPOLIS, INCAVA 46260 ' .CAN . NAPTNNJ CRY OF CARMEL PJ/6N-9200 ONE CMC SOWRE CARMEE, NDLANA 46034 rvDWNPPOLIS DEPT. METRO. DEVELOPMEM'i PIANVING DIREC10ft_ MAIi GRIFFIN 604 N. SHERMAN pR'AE 31]/5]1_241] IVUTANAPOLIS, INDIANA 46201 pEP i. CF ENGINEENING: CICR HILL 31]/32%-8100 31 ]/5]I-2d<I PSS. fiULDING CONN1561NER: JIN 9UNCrARC T ]/511-2444 Aikl. 5958 NO~h COIIEGE VEETREN INCIANAPCL6, INDIANA 46220 E0. RO% 1]00 JEFF RiGE N05LESNLL, WDIpAA 46061-1]00 SI ]/252-42]4 CKUCH SNUFFER] 3.]/]]6-5535 ~ C^ ^ , ~ /~\ ~ / \ v /~ ~ \ ~ E N 2A ~ ~ ~ ~ ~~ ~ ... ~ ~ ~ ~ /~~ ~ ~ ~'1 (~ I \ ~i ~ `\ .~~ ~l ~ ~ ~ '1 1 I rr// ~I I Y 1 .~ 1 I I I ~~~ ;~ ~~ "~ ~0 ~6y'}~ EyN ~> 0]~ ~~ ~ ~~ ~~~ ~ e d2£ ~o s ~~~ ev ~t E~6 0i 1 i 6th Street P,ckniwel ><.ie, nm. a L,ioe Nrx sr. m,E - Phr, LeWiFwl~r H.L: pwlgn InlortnoNOn common ..mm meae coomr:mpon aoo„m.me 9qe Plon aro.ieq. o.e elle mpoq~opnk ae,logs ,.e P p:ePO:eN W eaPe acr.'nen. onE 'ntluEee Design ekmenls Imm comVUtlion Eoucmants peporw fnglneers, ttM1H'ea y 4tlrn L, :MnaeL PE, regielrat ar numoer 19900106, cokE ]/I2/C6, for q IDe scnneacr CaD~mfwn, mnn~4 9r oor;E x. Bamo, PE, m6i0nq Land DremDmw~. Corpvmfim. regislrg4Dn numDn 95WW28. EoteE Jurc 9, 1W1 FirN Gro.sGS for Yger (ylcbe) OnE SenlNy $e,a on!Y, acre PeporeC by Heine f~WinPCa, qM Joces E. BMWm, :r Eevl oestmdhn p!vna wr Wqur arJ San.:cY Seger re Ilnose plcre mnrolning a Ilwl relsiic]cle oiler ]/:1 SC2 WIEin !xese Prvns, Wens Ggme s, Inc. oM J m s E Sn'v:m, ir. acnDl :eepo diF.1y ony IPr wv.er eM wnmry mmleae eoal,eeaoq work SHEET INDEX'!66y SXEET N0. DESCRIP/'ION 0001 TITLE SHEET C101-C102 SJTE PLAN C401-C405 SANITARY SEWER PLAN & PROFILE SXF. F.TS - - C406-C407 SANITARY SEWER DETAllS &' SPECIFICATIONS ••••••••~ L701-C702 WATER MAIN PLAN ;• 0703 WATER d!A/N'DL7'AIL SHEET ~~ MFiI MAP ~ -~ I ,'~ k. ~'4 ~4 2 ~,,-~ ~ ~ ,~ ~'. ` 1ti~ ~ 7 1 M ~~:: ~ ar'x, ~ / t'ia >o ~"s~ , ~; ~ 944~~~, 3n~ ,. ~ it { ,a ~ ry5'.. '~~ ; ~; ~ ~ ~*~~,~ r HOLfY MOCEY S4Y5 "DIG SAFELY" "IT'S THE LAW" cu. a »cAWee mn erroor mrrar 1-B00-IB1-5514 eau na FPWR W YKYM o.s eaoa mv.~'1P~or•` No. JD2D2: SI.iE OF d ~~ i E'- O OJ V `~•' 2 o if ~ oE`i F i d ~~p ~ ~~~ E Ea. ~ t c S ~~ U c3 E/] c W >, ao W :: f-~ ~ 6 V .".a [z7 = ~~do E-'r ~~~? 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I 0 5/ ~ ~~ m~ nI0 ~Y ~ ~ /~ \ p U / ~ / n r ~I / " ~/ 3°/~~\~\ e,\ U~ / / / E\ I ~ I~ ~ I ~~~ _x~--/ Y9 f ~ \ \ + ~ ]5 I 013 I ]fi 613 I 1+86 I. b I Bla I t+)5 y ~ p p ~ q ~ ~ My \ 3i i R3 said II ~ _ _ / \. ~ v~ \ / 7~ 6\ f R I Jg ~ \ [6 ~ III - ~~ ~' 1 ^ l~ I gg ~ \ _ J9 I 8\6 I 0+)6 o gLOLN E 61) 0+69 W « _ y< - II y , A{ ) _~ I P'Otl 1S3M III / / / Rl~- ~I~ M ~~ ~° ly q°/~ M E~ I I CO~ ~ PII QI \ / / / 1 \~ \ ~ ~ _ ~ \ N e `/S ~ //~ " ~e/T ~ \~_ `~/ I"' ~~ / ~ \i s YuL I% ~~-- \\ /i~ ~ ~J // / ~ ~ ~ A / ~ 'I ~ ~ 1 ~ r^ 24 61'] 1+30 OP~OF-CASIA.IGe5W41 f}i ND 4 V Y OF ]' A9GJE GFnCE IN NON PAVED ASEAS ~ rTl1 IF~~1I w ~ Ic.~{ ^~q y ~F ~yC ~'~' y Y b a F $ \\\\\ ~ „~ q( ~ 0~ 4 / W ..' .~ JAUL\ \\ /` // M/ /j y ~ \ \ 1F ILti~ RCGF p£IAIAV FcC[MNG GPA\51Y ? 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NJ=1,g96.1fi e P.C~ O 895 _ "' 895 895 I xAT F uxE I ~ ~ ua m _-~•.. ~ I te" MIN ~ w '-N 8' --POaSR~ y I ' p/C O Od59 S of 6"i PVC O Op^$ ma (SOF 'S) I6` G.I. x]20 0 (SDR ] ~ lSGR-]5) m ¢ ¢ I _ - wn En uNE m t_3o Rc. mm I ' ~ ' ~ ~ ~ 890 890 ~ _ B90 890 " Imv. eaESS « ~ I I ~_ ~Y I ~€ ~ ~ - II r---N=om ~ ~ I ~a I I ~I I ~ I 'I~~ 885 885 I ~ I 885 885 I' __. ____ I~_ _-- ~_-- 870 875 875 I 870 870 e ' ~ BENCHMARK INFORMATION N~p.¢mw°., rr xA~~°r...: ~,r~~~. oprr¢~.~w° "`"'" 'b'""'°'"'"°°~"~'"`°`°"""'~R,wl. M1 TR V11YC5 4F ~S~1 [ nul ICE R~bF u.. 4ru H ~s/•~ rrJ 5 mo¢tU ro n[Rtt w imsilW Ym:e wnr ro[ ~wr'~-NESm rv wi s•• A m m ixEPE s5£ i0 3[ M1U WA VM'NOLE~ PIPLED w1i NIN MC PAKNENI, BM 000 A - A CNA 06x 6 LOCATED IA wl£ xORIHFAST 0( ¢ w. m 4[ xnrum e¢ m [xrm Tm u ¢zaea ' u eL'Irva_ M° a xi IoR vrlf uA,[ [ou rz nou ve uux CURSE OA il]Fx4KS. LOx1v11J£; 03 ull£ 651 40116 w6t 131 ii 5'x=Ei iR01f I12 J,41CIpN WIM S1R1E AW 131. 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PE, req'zlmf pn namber 138Wa06, tale] ]/11/06, for lnclueee aeslgn elameva from canzWCt on aaucmnb prepares 1 e L a 0 lop ! e f by IM1e srnne aer corpo rl tee Dy oana x. 5exmq PE. re5 slrauon numev 950W030 e 1 c June 9, 4CCa - PM -ng u 1 (rof G 1 a Sa. t Y Se N w D a Ly w M1 Ey - I td Jpn E a J. F I M9 - d o e f rd S lvy Se u d . ! ^5 er a ¢ eM J/ a/m. .nl m e w . w a E gneers, Ir. ona J e[ E Sn:eltl J . . oo pl mspweb rty only Ipr + lei pnC nary rt~lea en e P , _._- ~e }I~ 1~I __ ~i ~ NOLEY MOCE/ SAY$ "DIG SAFELY" ~•'IT~S ,TtlE LAW~~ ~1-800-3B1-SBf4 e ICLt m¢ NVrmu~¢ un mo. ew eloau Q1 V N a Z y 00 ~ ` w'~x w~ v~~-°''~ ~°' F w w a~ o~ ry ate a' E ~ C C7 ~"~ Q E" ~w ¢~' ~ E- C o] 0 Z ^ ~w ~~ d C/]q 0.. Y Q' ~? ~ j ~~ 6\ F. ~ Ze E , "~•~ J~~. o Q v•Vl~ ~~ 0403 BENCHMARK INFORMATION 8 3 Y s s€ C= ~e §€6 6.'° ~ax / elA, i ., 30 ~ ~ u.. ~e,~ rr/-; ~ F,( / ~ I' / i~ ._ _ a~~E'r - . 1 ZU ~ '1UIL TjIS SO Wi / ~ T.S' r ~.(}~~~ J ///~ / ~ / j ~ ~ ~\ ~~~ ~ l ~, ~~ k y, ,/~' ~L / '~ ~ / . ~ -~ I ~ I tr d II ~ ~ , .~,.,.' r (' ~ .w~~ ~ ~ ~ ~ 3~ ~~ p!~ I ', fln4i ~ /A V a ~ ~ ..L F ~ ~ b p _ r f/i Si b~. ~ ~ fi b ~ 2~ ~~ ~ ~ ~~?~ % .~~ ° ZE SP nE ~• ~~ ~ ~ / '0 iP0H01 R5 ~ f a ~/~ v asl. ei e , :Qfp4 ~ 4 ~ : ii' ~~ ~ 25 a' ~l qy A Aj~ ~ r i.~ JtTO•bl.a m ~AUa V~/ r: Fc10Atl 66 ~ / ~ ~~ F' ~ ~ ( ~ "s ~ ~~ w „p ~ ~~ ~~/ w. ~ , I ~~ ~~ io N~sut= - _ ~ ~is' Beu~ w/3 ~' ~rt ~ r / ~ ~~~ ~ ~~r /% / ~ /~~ ~'~ ... „~ TI \ .~ / LATERAL '.LOCATION TABLE a "/ Oe1 • 'btae \ ~L /~' i Q s i ~ :E Lpi j NERFESi NUMBER DOWNSTREAM I MANHOLE PROPOSED STATIONING 25 010 O+J9 26 018 1+36 _ 29 BIe 0+96 _ 10 610 H}0 1] 826 I~50 1 ~~ ~ \ I %I/ /r/ fi LATERAL LOCATION T.1OLF. i C S yRn HDR/ZOhTAL SCALE \ RCI JL r..=50' /AS 4 ., x .. -8 \ cL NEAREST LOi NUMBER DOWNSTREAM pgOPO5E0 STATIONING NaNNOtE J} eae I+22 i2 eae z+DI JI ese z+e} e (A, TOO I £ HORILOA9AL SCALD TC~ 1J >'=50' 6inl10NWG IS FROM NEAREST ~. 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Q 'fi'g ~' ~ a ~ i LOCK F -_ -_= T----~/24~\\ ~ ~Y; `l ~~ s I I ~ /~ 1}s ~' ~~ o~ ~~ ws 55J I ///A~ 'rte l _ - ' ~_._ _ +new Jeoecr sets ~ 2 ~ a 6 ~ g ~ ~ X21 ~ ~~~ ~~ ~~ V\ fY ~ > l ~ ///AAA ~' ~ ~ 1 ~ ~ ~~ ~ I ~~ X11 ~ c... I ~5 TRH EHELA W~ slw~n~ a ~r E wo-mrtl ~' / \ ~ 7 /J~ ~ ~ ~ ~ . ~ ~~ ~ // \ ~ .. ~ .. ~ ~ I _ _ Y _ .. ! 800 382 5540 rs ~ / ~ L atspru~ scnL . ' = so' a ,S _ ~~ .. ~ ~ ssxm~¢m ~~ _ y >~ •~ /~ ~ ~ ~ ~ ~ ~ ~~ 1 ~,~ IMMHIN~BHEEf 0301 w. u~ ~~~ I ~ ~~1'-~~ r(~ ~ ~ / / /-v ~tl // I 1. ' I o zs 50 loo ~~' vreoJCm vo. =3~ ~ I ~ I ~~ ~/ ~'~~'\ _''\,\°"~ 71 //i / m /r i `~ ~ ~ al nru r ~ / ' i '~ ~ I,'~ ,..r. \ - _1 "0 `..~':~` - wos-o9eo .5,~ 1 ' .~ ., _..e. .... i I I ~' n a I,~-L: . fi V Ive Acx rAh~ I 6 a0 e v Iv e' Nolee Mo= aQ O 4 ( O ~~` T e= M.J. ~.i' 4Ya lr,"..n OY' F 6 9 LL C 623, 'Jr Equal D ',. a mn9 rtDD 90J.Oa 5 e mo. D e a l s'.~ e c e c a a u ==a 9 s Pd v n ..Ib a mo-e. w:l a per mI m~eod. o o, ar ~~o a ter.<. I C'FY OF CARNEL FH :'YDRANT ' S A\DARD CFTAIlS ASSFMBL! ~- ~ re ts: sh. I. nt '9' ~ AI 9 1 e C cw 3 P 9 U s AI s n q a n t:-c io 6 5 B ~ - 5 13 La 1 'tl¢ S t C A- V¢c reJ. 2. nI J 5. 1' 3 R a E R' ~: r s xre 1 s. ~ x s l a o.' l I ,. o L. A s Rr D P e^ a nl vo e Tsl ,e,ae Ds cap a. ==u vo em PRESSURE PIPC JOINT 3ESIRAINi iAELE Lengtn 0` PIVe Lo De Resrm n Eocr Oire< ~ From 1/a OI Oena agree On 150 P51 Te<I Pressbre _ Deyree of aeaa s° e" :c' n" r) Is" le" zo" za ac- - - a".Tee: & Ploys D' _- 3s a2 `A ' 59 . j ~ 6_' I]3' 'b0 95 11115' ]' 5' 1]' 15 f]' :3' 31 2a 'I 23 _ - 2l t/Z"1 3 1' S 5' z 7 ; ~ n' 9' C - 1 ft( J .s 5 V B M cA ~ N Ili 4ietp net GIpnQ.s J$ P'p iR Flex JO syst m, J> Pip Fietl LOK GpsKel Syslam, Or Eavol. NOTE; 'FE AEC`G 4ESSRA NEO JDI\i LENGL115 A3E I.IYIMUA' LENL'r15 r E eeslcx eucwEER seAU DEiERMwE IE LoN Ea LENCT1+s n=E REalag,_ -__--_ PITY OF CARM L JOINT kESTR AINT STANC ARD CFTAiLS ~ SABLE e i • 4 ~5 4 a p ~~I 2` 9 e' J a s' ~ r s o e' I J-fi ~ r I H sa' I :~ le a I 6_~ a, o - °raatu oe° x ~ " 1~,=- It's 1 q ° I p TR NCH C1UUL G9 a ec rv°r e 8 Ei C. 1.. ne C i ry ep eLS.9J rly n 4eee .tree x r n51v . Ia2! ~ PDes ca ss ' k s~w •~ F_6 'IRtN CH D' ~ ueu F'JR sCS'.P M'p n'n~ n5 M1CS 16 3E D A F I ,n V sr vee ~ w u. .. e= la. ~~ DT"I O- CAftN E'L ISTA\DA4u C TAl4uR CAfR TN AR IILLS ., M m ~s<a ' ``a+e s er sea 'w°. ~ 1 `rvan. ee Cln~p Wgn - rOi rLP£5° r 7r- T_ _ foe.. = ul~ . ~I r_w.•, sr.. ,.. .mom ....m.:. r ern w.. r °~ am°n rrx s.... $NCIi DETAIL N a Ncr-. scriED:LE '~~.. ~"' A•~ r I" or swouWr servme LInW soon ee orrect mp inner: Mpraved ray Lorrnel Ul !tins. _ 2) Corporation Slop 5/roll Be (imnC Aod Model Approved 8y Cormel U(If i ,3) Sarv'ce na Tap SFmI Be InstalV-tl {!tn A M it ' Sepomb'an t 2. . e)2,n<M1 Tps AdS Ilr mow mm e I I wmin Il Ih'n I B I. hes p( 1. s ardcol /pmis wd apts. &Ad 9,x 91t Be MI' v o, N a ASgA sAg Alb bG tsl pl r d pet I t a ' - ~ . fN Nms AA LM e ty 9 MC '.h1Yms'id1 be bt a t i s49 s1aM b G. t o el V bl lY 1 A I 'w 1 n 1 Ib( rl`,~ SSS M 13 Nll ~ FI NIII. 1 mY 11, Ary a ly I11 l Da ll ml ^ ~ . o 1 tg d d 1F Slllp IM1Ub 90 f 51 I m m wool a :mu b l a' 6- n m l a gsx q ~ ~ d d P Oa R nY I Ir _ e 714 r A 1 I pl ed. m b ell I n p I 1 A II X N 1 bW 1 IM1 ' qg g h I IA rt rt 6 M1 t IA t p N.s] 1gln 1'I eg rN INDOG a AII~ p 1 t 1I .-` W U 95951 kdP 1 D Ir Hll 1 sap C YIF Iltyt th 1 L 1 zlelloion A° mare slnrgml l'ntl p kll req, re¢«t t'u moe sl/ngen. requ remenl _AM1II g z ANI JUU covER F R P:P RasswJS a cn sRfL•s F.y E Ilt !St AI',WI M Sa 1ry Vwl Se tl ks lryswer ('1 L I '. O r C Y t els, y in of N I detip 11 I IIY IM f the / I P n 11 d p a In I p n I l e 'p b l b 1. p l rc ~ p u ur n ty m l h i a l n l II tan Ana + rtt Bent wver av re unl 1 Ir'genl eqv nt sM1all Boren. p v nF rewur i tt « IPE INS AL AL TION W ~BiiF.. NI h AVII M ' IM b sl p ! 5 I IA d ul'I\y' duatry and the pm Woler W rk I5 4 0'n ocwN nce rM oll applmde letlerol x O fi ~ 1 d loan van a ag wupne. ~ p W 2 i«Mermare: ~~ I) tint eamage a t m~Cry m~ 1 Ix'try rrt br me wmmmar ar ns alrpota se n' e~ be rz 'ra 1 m c I w n ana a uan of me !M~~ o~~ ' Cty al Cormel ULIh M IAe torN do pl A e ce . ' r aWOS caaldaed z) ETOmd Ne t 1 p p 1 d p 11 m spe Aerwn ne snmr dnl p1 m/ pelt u a A n u 1 me w - CM al Camel LY'IYy bet p ed' g d ed a dl MA A ' m qp 1 m nv M1 m u b J) x p e wo of cermel wlu la a N aw nn q try I m r A e l b. s„ ,.... r.......,., .,r.,rM..,r.. ¢m.. r,.,. t) M cwVOdor sAOll condo-1 Rs wort so os [att 1 ,ere wAA Ne preunl $ operoum m In e'q r c nn I uuth 1 / an er srelem. n am wan m "' M x'. w.r 'r,., r, a• • ~"" nten.ance 's l ee b M u ch r c I uclM ana the wnvwmr ' ~ " " ° ng. Ne Cly of Cannel Pol'.Y WII rmwve protltY n xnedul o e ~e..,n.u. ru.r.. u.om ^^P n n w.i..m. m n.-v. CITY OF CARNEL WATER UTILIJY £ ~ ~ £ m i Hnm n w l n' ' s F UPER INSTA e0 Wpi R MAINS GHECN LIST e~~e rcd w eze mnara on ocu mrorm mnlo Das g naelemenls Irom mnmrxction doucmeru «epored es aesi E m wed llm f m b b a g PE i nlg la N s m ~ nery p ns or e p prz I) me Doeloper xin aubmi! Iwo (Z) sets R on ce . ex , by me serm leer camwrw m h Dav n a eneropm.m m IM euy r Dem1e1 wpter mmH wn a<hm.ne ma ma n wcpllan o amm Jav< s, zoc< • oraro° aamda. wsoxroa me nh p arw ,;:bg. kuean pr nrerama, :mute Ann na raNn to wmolm t ~ spmswmmn6. wm,e1 wmer wwny'e ::wept:. a=a ' e 3) Devtley' wJl po`vle plans IM mnl«m to P¢ Cily of Cannel Water UtlIAy stendaNe Iw moin wtlenyon. N general, the Llty o1 Carmel Water UllRy xYl pun Cerllfmtlon Nate. pond an n to (10) w dq s 5 pl d g d - l p g pA'c'ea g p p ny Cr'pe Ard'leds cna Canlratlors A II { Gty f C el IYNer U41'ly tar an m ule 1) ~ r I g o N E g rl'! y VY h L Hansel PE regs,nto .mbar B8W W6 do1N ]/12/06, opprpr d by CM1y m for plons oo sb t rfepb Ip be used must b d II L d D I p t c rP t Cpme1 wm.r uwny pmt ' ' ~ n mg p t a' °) Cmo-anm II II ce E by C h m e I w l umb F I a I W l (p I d) p sp 1 r s b. re p p y w n En pee 9 J n aV d'm al lh to to E lIM1 In C'ty IC IWIr ~ ~ I d J E Sn Id J. i 1 Au~d plan f Iyal rq 1 5 ' - yyW'y rcganf f LMC hinge 1 reb1e0 - I 8 4 ' ~ 4 , 9 E I uile It l/16/02 A 1 In FI w T 1 pl t h n IAry reple Ip C ty oI Comet W ter Utlly smn WNZ µ Aped 1 ~,. + E g. I d J z E SM1 ells Je a .ept repo. sb''ty anJ• for wolor and sqn m y d srw Tcg6 `~ el 1 d ey reer ng work. 5) Th Wnlm 1 II M1 1 U p t 1 d p GTy 1 - Ce 1111Ety sees l' wws aM t sed by Cly of C rm I Wpt Ublhs pecw 61 ine convp t YI O uA d' I r I I t im a t :. swl 1 NOTE. NO VALVES WILL BE ~PERMITED UNDER PAVEN, EVT att of cnRNEt Uilurr STANDARDMETER PIT INSTALLATION e,e v r APPROVED LIST OE CONSTRUCTION MA7fRIALS r«""a''+'+'+^° ° `°` 1- ~ `°'"e n ° ' ` n°. EL OEND D en p Wp M°i", s. II b D n I P c s:o °,~ ~ 1 C~ - sem w r - snpd'IEe le-ne b ~~-'"- ~ i pD v. -n 4 wte'n Ne vatic - A 3~ i - t T l b l d M1M1 I 1 Tlrc.e must h access Ip IAe im"er r« pt eel o t 5 ~~~...ryryry ~ b l° -nsure PmP cWn Ip IN I trg pMng. ~~ ~li~ ~~" °' J ~xe. •m,e. ven p q Tn nxIlmetA snau be uankr (sin h 'a., N.E. PDadsgl sh A is ms d~srPal Icamn Clm sce .Ara I anop b p Am m 'I nom o smey ••:.(J~j~' hWe slope pmund M1ydmnl Eonne: Imm ILe bolpryl. ib¢ tydmnt Dumper nook sM1all be pl one pe.e d 9 pa46b wiN 5 St 'I' g. Te nozzle :boll Ay NQ°a •° ~ ~ L{~':.-.Tel:: VN ~ be pn -nlegrol p rt 01 Ili ( q nl and most pa turn shad by IM manelaturer or pulMnzed dkti bulor deigwhd Ey tAe manulad a 4ueller rtwdel 1gOta0 for ~ ~^~p~r 1' 9 qM E90aZ1 f p. ~ '- ~ r' 5) yyY(S S II b I' t at gme wlre Muelly only. C N CI y spse velves shall oe open rght). B tt Illy aN•s aholl be osad fo' ales prer 12 'm[M1- • f a s 6) FH',_ma: Sn N be U " iy1 r '. Z' t J A cp )A II b °de wdA NyobgS ~ w. or r+. ip° nom am. i gu x. e - ^W`n'a 8)) Valve 0 x SM1 II U ' . Tyl Fns! JoNOn Ira W 4 - ~ ~ o na. rz,mw n_s.r- 9) P e Gus B 149- SFall de ', t 11M rM mcA 9 to valve. "•NDi i0 BC UcEO ON 9LI('AeLY VfwEe^• IB1 jyrp~dtL SA 11 be U ' iyl 11 t°oinp _ee Snot b Sr,AA EI A JCN 12 $e_o LCD SMb 111 d I st 11 Pdl lg SmYn BI'a36 FME1 JCN Mlk eq I o Tao«a R c. - 6« 3' I I g a I p PVC 1 R w r . n Quint Imo o d race m« a) abml ve Is 'n. long. Tall atom: Ip td d Iqs dlp a1 d. 5 N01 FO JCN eM Il r. 1 1 inn sI L snml b Ile l m ~rn' q rt (ML l a amen a Amp Is~Sritle ia.=. 3 .t 1R a AIIb Ncpp- I6 ams% c p Fltirg- P M J L p x' (S N t PL 5T a. F M p d M del r) ~ I] J6nt Re SMII W F ld ln' G k 6 r Ne A I B I J- I Anw 1 IB ND3.5in e3_ Snoll be 1 I 1 t i tY t eels •. h' e 1 non w~p use a NDPL ,Ieeve Cm 114 s 2 mea . u vac r NDPE almr• I9) fAMlenol RSFen- S4vA be sipd dw.k sad brick Na Poured Conereb. u s ' Y I C I w t Ulwy T) ~h piter m I t p th c • PEL02013 3~' robmglory 1<e0 9, M 1 (2) sets of AS 9U11i ROPS (Dr''e fk<Vpwc Copy) Apre E OP been wm.a 'n 1 In eM I Lprmd w 1 uooh, wa me .,ter be tbm.a a° q tn- cry m come ww.r UtIM1h. •ul Dumle won .met molt., sMll be MaaW m ypE, Imm the bVltpm al Ina irenm m Iz' amore uu oce- ' obese all rater mans. B '- must be Insttlke 19 JwpC(_yj¢ mnl be 'ns1oYM w1A oll voter mdn kd b Carmel. u ~e CITY OF CARNEL UilLli'+ STANUA NOTES: ~ sj I) Abealulely re Nenreay !irt Aydronls pr roves ore dlovea. a) Dny ryler vpNe eecee are ada.m Q 3) Dutllle lino pl« In IengVS p1 zD feet is the omy length Nlpwee_ N ~ a) Pni-mpz « Ne e9VrgIM orz req,4ed on pn wemr vc:ve Immllwbnz. _ ~> s) Irocer .• mint a 'mraoed .un an water mdn Imd In cermel. ~ fi) Womlpg Ike mint be lrufalled 12~ to 10" above Na water main. Nine: i a I) PVC plpe (6' In bgtM1) Io be uttd to moo water xnke shi 2) NI badebdp4cpl Ipb seMms N be bllka to aenlppeh cpnVgstoc 0 d j. 8 U ~ i 6 GENERAL NOTES ~ ~ ~ p the mnlrwl« anml cpnma all ppplbwk mgmes ana venh ana one aw Imo F-. d ~ F L-]. W s«bled motto me bmallplbn of au wpfn. ' W o ~ C T g t b 2) Pmvde Nr 1 bl 4 (a II t I berM a I I d nen'an. ~ ~ .~ ~ ~ % a) wmr«mr bd1 a t is 1 g y r mo w e r A ' ' r.a ~~ F ~'~ pl b g O g g Eo i d! I L N I 1 Cpnnxl Ip bu la ' d? O I I uln q cwm'na.a I v l l r I a l 1 M I mo ~ 6 5) CwrdwU I L a rgo ~ 1 nd valpllp4pn pl ~ ~ s nke foe o d e1 lA g WM~ d p (a { 0) Lw'a'nme b 1 d 1' 1 b Id" g t I ea wN ' c+ ^~> Gl e then wl/pl b g a g, ' ~ d. ])Vh w9 M1 a' 1 ! trys'r blush a A d~a z o tpI any n ^9 d) Mo nldn 10 Mritpnt I pM IB nc I k betwm I / try ~ 2 ~ d' _. ~ ¢ »x : ana a aa/l r q Q d B) Foupw all b I tale cedes ' . I t a mazYa/f r to 1 a ~ x: and storm se / 1 ry r natplb [ te. ¢ H Ic) c ra'nb Iwo r rn' ea d Y l Iqm p k 1 I pA . aedae vat U~< g En sysl ^Z Z jq ds 11) Cwre oat dry N m - mop kere , ~ ~ ? 3 ~ 12J sonTpry Ira et enwe k elmtr'.,ol/telephone caMuYS sYOY be valor baclml tar .nFm ran Np ' a) mein arz m be no wmm vanes or manhmn plaovea morn n Ina ppve~.m ~ J / ~ ame or : ae.aRa wa L HOLEY MOL[/ Sq VS 'DIG SAFELY" IT S Ta~E LAW" ac ~" ' i soo asze ssae~ uawm'.i°SM1 wa.... sa,<. u. w,.,~.,. v'. ~ r...