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Home My WebLink AboutPacket 12-02-08 o o o [j [J o o o o u o o o u u o [j D U :Y: ICEM~LL{E~LLP LEGAL COUNSEL Carmel Plan Commission Subdivision Committee December 2, 2008 Docket No. 08090018 DP/ADLS Legacy pun - Prairie Landing CeRe 13850 River Road BHI Retirement Communities, Inc. Timothy E. Ochs, Esq. ICE MILLER LLP Attorney for Petitioner One American Square I Suite 2900 I Indianapolis. IN 46282.0200 I P 317.236.2100 I F 317.236.2219 INDIANAPOLIS I CHICAGO I NAPERVILlE I WASHINGTON D.C. www.icemiller.com o [J o o o o . -1 ~ o o o o o u U D C o o o ~ ICE~ ~ LLiE{R2LLP LEGAL COUNSEL Carmel Plan Commission Subdivision Committee December 2, 2008 Re: Legacy PUD - Prairie Landing CeRe DP/ADLS TABLE OF CONTENTS 1. Explanation of Requests .2. Location Aerial 3. EGA Architects Exhibits 4. Stoeppelwelih Exhibits 5. Hemp Design Exhibits (Landscape Plan) 6. Legacy PUD Exhibits One American Square I Suite 2(300 I Indianapolis, IN 46282-0200 I P 317-236.2100 IF 317-236-2219 INDIANAPOLIS I CHICAGO I NAPERVILLE I WASHINGTON D.C. www.icemiller.com o u -"..: ICE~~LL{E~LLP r, U LEGAL COUN,lL [J o o o o o Explanation for December 2, 2008 Carmel Plan Commission - Subdivision Committee On behalf ofBHI Retirement Communities, Inc., we are seeking DP and ADLS approval to provide for Prairie Landing, a continuing care retirement community. As discussed at your November 18, 2008 Plan Conunission hearing, Prairie Landing will contain 225 independent living units in the same building, 18 assisted living units, 18 memory support units, 36 skilled nursing units, and 60 free standing cottages. Our team of professionals expected to attend the December 2nd Committee meeting: [J I. Gregory Acqua, Senior V.P. - Development, RLS Companies, Hartford, COlUlecticut Greg is the primary development project manager for BHI's Prairie Landing project. 2. Scott Hall, Architect with EGA Architects, Newburyport, Massachusetts Scott is the primary architect for the Prairie Landing project. 3. Larry Hemp, Landscape Architect with HempDesign, based in central Indiana Larry is the landscape architect for the Prairie Landing project. 4. Jim Rinehart, P .E. with Stoeppelwerth and Associates, based in central Indiana Jim is the civil engineer for the Prairie Landing project. u u u [J J As you may have noted at your November 18 Plan Commission heming, the exterior building quality and appearance is evidenced by brick and cementitious siding, with site design features including an interior loop street network, pedestrian connectivity throughout, attractive and low-impact signage and lighting, and extensive perimeter and interior landscaping treatments. As Prairie Landing is located within The Legacy PUD, we have worked closely with East Carmel LLC (associated with Platinum Properties) to ensure compatibility and consistency with the overall plans and designs of The Legacy PUD. We look torward to meeting with the Committee on December 2,2008. Thank you. J U u ,l LJ PROPOSED CONDITION AERIAL PHOTOGRAPH PROPOSED PRAIRIE LANDING CLAY TOWNSHIP-HAMILTON COUNTY, INDIANA ~ ,lP PROPOSED LEGACY 'II R n .. :;;; .'~ I; I~ II - .... II r. ,I" n "1',li ..1 ';. rl ., li ....,. .. ;fl.. . .l.,,"~"- 'II" DRAWN BY: KRG PAGE STOEPPELWERTH & ASSOCIATES, INC. CONSULTING ENGINEERS Be LAND SURVEYORS 7965 East 106th street., Fishers, IN 46038- 2505 CHECKED BY: JOR SCALE: 1" = 6 00' 1 DATE: 1 0 /01/08 (317) 849-5935 FAX: (317) 349- 5942 JOB NO. 56890RLS OF 1 SHEETS i .: o OWNER: Baptist Homes of Indiana P.O. Box 452 Zionsville, IN 46077 TEL: (317) 873-3371 FAX: (317) 873-4856 ! g ~ ~ o ~ CIVIL ENGINEER: Stoepplwerth & Associates 7965 East 106th Street Fishers, IN 46038 TEL: (317) 570-4848 FAX: (317) 570-4788 f . 2 d 1 f ~ ~ I f t l . ~ ! ~~ t"~ It t II . , PRAIRIE LANDING CARMEL, IN ADLS SUBMISSION DOCKET NO. 08090018 DP/ADLS ARCHITECT: EGA Architects, P.C. 12 AUBURN STREET NEWBURYPORT, MA 01950 TEL: (978) 462-5515 FAX: (978) 462-5525 M.E.P. ENGINEER BLW Engineers 311 Great Road P.O. Box 1551 Littleton, MA 01460 TEL: (508) 626-0262 FAX: (508) 626-0301 INTERIOR DESIGNER: MARY COOK & ASSOC. 4001 N. Ravenswood Chicago, Illinois 60613 TEL: (773) 975-9500 FAX: (773) 975-0210 DEVELOPER: Retirement Living Services 1 00 Allyn Street Hartford, CT 06103 TEL: (860) 525-6688 FAX: (860) 525-6687 STRUCTURAL ENGINEER: LeMessurier Consultants 675 Massachusetts Avenue Cambridge, MA 02139 TEL: (617) 868-1200 FAX: (617) 661-7520 iJ EGA!' A l\ r: Hit! C l' : 02008 EOA, P.C ~2_~ ~..........--.tn~ .1'I-4e:i!-sel~ f_f1'I.-402.eze ""........... : o...__..,.~ !15-243-0fI[)Q r-u: !1~2t:l-tJllQ . ~ g ~ VI f- ~ 5 .. '" i= ::d3 VI ffi ~ ffi ~ ~ ~ i5 ~ a: Z r,;! ~~::>~~~ ih~~~~i3 ~~~~ffim . w . ::i I _ I >-- . - , - Z O:J Z~~ A OZ ~ u~ Z lJ C; ~zz .....J> r..Ll:Jd C2cc~ _ 0 0::: --<-~ c:::tJu ~~J DRAWING LIST: COVER SHEET RENDERING #1 RENDERING #2 SITE PLAN PARKING LEVEL FIRST FLOOR SECOND FLOOR THIRD FLOOR EXTERIOR ELEVATION EXTERIOR ELEVATION EXTERIOR ELEVATION EXTERIOR ELEVATION EXTERIOR ELEVATION COTTAGE #2 PLANS COTTAGE #2 EXT. ELEVATIONS COTTAGE #4 PLANS COTTAGE #4 EXT. ELEVATIONS SIGNAGE PHOTOMETRIC MECH. EQUIP. SCREENING 1s.iLH:ld Far. Dale:! 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'............ :u; I ~ 0 Z I ii:: i (f) w -' ~ 0 0 /! z z <( f w ' ] OC '" '" en -l o ~ a... o co ..- a a 0) a co a o Z I- w ~ C,) o o <.9 z ~ w o z w ~ w a.. <t: o (j) I- u.J W ~ l- e/) .....J <t: o a.. ~ f..~ ii";'~ ~:':~ ~c .I"~~;~~ '<>I.'''.' _ :~c.1C-:'" f..<:.1),j,_.=....,iI"~;U\M~~~ ;:-,:., 1'.l'.ct;'.[."Q:,-~'W."~'G.[l~U",,"-"H'_~-:-;'~Ijo:~~\~ ~:\lOOtQ"~L"'gi,,""'~l..or-.g.\~.go:al"'1-H;lLS ~~....~~~~d*!l 'lOTT~D . r....doy, Oo:dob.r 01, ZOO! 3:U.I" 1"" a o () ^ m -l z 9 o CD o CD o o ...... CD a \J ~ a r- en '.,.- m >< II --I j) ,f m ;:0 0 r ;:0 ;:0 Ij m z 0 m ;:0 z G) ~ "U 0 ;:0 --I m 0 0 0 I m ;:0 m ~.. ~~J' ~h~1 " , , ~ii CIVIL ENIJ,NEER ~~ PRAIRIE LANDING -STOEPPELWERTH & ASSOC. ~ ~I tT1 ~... SlRUCTURAl ENGINEER h ~ n' ~~ ~,~"~,., g~ ~~. . ~ A BHI SENIOR LIVING COMMUNITY -LeMESSURIER CONSULTANTS ,If :tt m ~CJ II~n UEP ENGINEER :! ~ 5?" I'll' 1'1'['1' r r r r Ii -BLW ENGINEERS tei i} ~ ~> CARMEL, INDIANA INTEflIOR DESIGNER ---- h " )> i IiJ'i I ~ ~ l ~.. i (J) ~ ;:!! 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' '1"" ': -I~ :!,r ]--1 i- l "',."'.1 1\ I f/ I r~.. ~'?iLJ w" . ,,11 -.L~F1 =::JC~...k. . I -- .::. .=J.d-.- I _ '\'~, ~ I_'_.J' ~,T:'" 1 "1 . I I I, -- . , 1.:/ 1 .~r --- .. !'m'[il' I . ',\' .''':' L[ .~: '- .: ~-=- . ,I .1. iI" .-J[I. . Dill.'"""> '\ l ~ .~~ ---== ~" '..,'/' _.- -l.T, , // f1J-ru ~l (1] X ;;~f:i! I) 15 ~: I ~-~ " ...' L1.---LLC.J~ --::L..T'II'A.,~..".. ~., " I I 1 "1 ~ ~.:J ~; \ \ - ,--, -- , 'rl I [~iIJ ,-----~ \>___~r==-'I -'1 I ~ I C"ill~ J~I "<- -... -:..-._~-~-""I~J~ I /- \', I :,' 1'. ='=""""""--, II " 'f-- , I II !: ~:.J~__ji ] I 11 , II I I , I -' I , , , ::' . ~"J r-h 1- ,- - 1 L--, 1 I 'I /,.',1 f L ~. II ~ ~. r ~1 J] ri~r. 1'1 i'~C<1n-<"T} ;~ ,~<:T~ ~-~,' ,I I-r --,-----I . 1 '. / ':-' ( :'~-..:..--~~ ~---~-::.::-. ,/ ,I I l'ld n:Ol't tl)Ol 'l:) ~~ '~~r"'J - O;lllOld Soo,plJDld JOO~'UOOlI-..::mi ilOV.I\ItI~6th".\f~-l\&~...~Ct.;.nl#'il'90~OO-';\1I lOCA nON MAP (N.T.S.) umJK"l!:I..OPIi.D {~~l' PRAIRIE LANDING A BHI SENIOR LIVING COMMUNITY CARMEL, INDIANA LEGACY PUD= Z-501-07 DOCKET No. 08090018 DPI Ar1JJ Developed by: BAPTIST HOMES OF INDIANA, INC. P.O. BOX 453 ZIONSVILLE, INDIANA 46077 (317)-873-3371}461Hsrrer -::::=::=~=-:.....-==.~.1~~_-~__~.:':--,-~_-~~_:::-_____ . - :.... c_ --~-:_---=-::--~ ~~-=--:.:'. . ,"- >-------;- -- ~-\. I I - L _ __ :.l Ii' II GRAPIDC SCALE ~_~LJ i ( .. em: ) 1 inch.., 300 It. . . ~~~_ __ ,._ -=-:'-. :~z:.=.-::.-. 'I - J.): , ! - --- "-.- i I I I, -. \:" , ;,., z- _ ~ j ~ ~ :i >. /!! -,1-- __'t;__._ ---7 l----~ ,--- L __. _~i"-:_~~ - H:I -- - --- -.- i~'~-=:-~ r6~~,j'.: .;,.,:. ';::IE r ell'!"\-', ~;' " , 8-:::~_"::f:: ~~::..: _h . 'c~ ~':~~a~ , :,-j~';:t~~~~1':2" ':~ t>, '''i)~:<{'^' r ";~::'I':~J!X-' !./ 01 I, : - \' \ 'i I I J I I I /, ,",,' , /, I VJ/) I ----~ -,/ J/ ? , -,..-- -.--- , , ' ~-- -::; :_-,- -~-~=--~.=._-:...:-, - -_. _._.~ ,------.- -- . , -- - ------ ~-- --.--- / " 1 ~ i~-=~,.~~~j~_::~~=:-~:,~:.~~~\, ;::-~ ~'I-~ -_ -< ~~ ~~. ---. --- -- ~~ ~ -.- ~~- I r- --; , i ~--! ~I:~- ~41'= -I~ ;/, -- ------ ~, ~~----~~~-- - - ----.-- - --- . -" -.~;;: - '.,... - ....7__ ~--, - , _ -- ;.l--~ -l - .1--'- , ,- . I~, ~~:~~~= ~:_ ~ -'::.-1'=-= ~-~~~-_ = , , !l " r----= ,_ _ . ~u~~~~~~Jef;;:r~:4_i:~~:~~_~~~_~~i-: " ' iir:" ._-;- -- . -- I "u -- - .- ' i ,_-- la~. !~:7-~ i~i--- !,,:I~ " ' 'I ':-- --/ ;I!; . W,,,j~-- .~......- \~. - - ...........,""" '" N ro '" o N ro ~ IIIIID IlElIlRPlIDN , ~ t 0: w > o ~ 9 I ~ ~ ~ .; llKT. COOl C2DO-C20B 1-5 COVER S~EET SITE PLANS I SITE DEVELOPMENT PLANS LANDSCAPE PLAN --=--"'-:::;'" ~-:~_..:'"=--=-- ,~ - - .- . - - . ---- - -- ~p #' llHt. I I I \ .~i . /. &'.. "" \...., ' ~-- '~0,.~ \. / I / ( \, '- \J /(//) \ j/ v' (we / \ 1/ sn<l ! We / 5t ~ --1---- ,l.- ----- / I I (--------.., i,_._ :-::'='<.:.::'.'%<:" \~=,~~., . ,,;_) -~-L.. 5t / / SOilS MAP (N,T,S,) ~ ~!lHfl~."""'"" .....oIob ~Idooap,. --~II"""1"-. ~W~. _ '" -.:.,. .-..- _lllIrl"H.., ........llW'IoliQ IIctlll ~ i'NmyC'Llt.... ~ ~ylolno1-_ \lhh'IIlI:r- I'iI<f-. r~ &un "In ~ ~l _....... .mob- to ~I_.. ..,... ..v:l~od~l ttl C>cooMy lJ'I<l_..... ~~. ,~ ::l=~~~t~' =:~=cl,~~::-==~;1-::""L=~~~~oP :=:-~)~~_~ktto~.Jt:::~~~~~lIo~:: :.,...ml~~=,~olj-=.:~";:: -'.......,~- ... = ~~~: ;~~.;::..';::.;~ ~:u::::. "~~..:-ih. ~'~::===~}...~ ~-;.:;i~,,~~~=:.:~:::cit?~:::~T;:;::1.E::- ~t~ 1:rIoc~~~. 'op.:o:-..~_.....,..~ Qc,l lri-.y"l_,o-7l:~_""""_f_,~.tIl~IIOIIlo"""",,,,l:Irc>GlUlrrGcn. rcm.:tJIM1""C~. .......-~~'"~.. thloool"__~~_~1_ F"_trm._HI)'~l"'~i.I_MUIf.. :: ~~:.:::. K'tIcII, m_oIIIu WMl-hol t1G\.,llol. ..........m. ~II:, '"' _ --.dI and...., ,~ l""""_lIIy ... ~ ~~:-~~~t;~-r-n.~t:~i~~;a,~::"::" ls~=,~~~~~~,,~ ~ thI:I "" _~.~ oI(:tJun. Irooolllnrte "".....-...."'1 pot.nt.kl. m~ ~h..1n _ ---.. -.j -,''>l'fo:I ,...".....bIjl'f.."'~ IrI4P l~rMIori<II.,ThiatclJl><Ii._. Lmlb.I...... reo- ___ "'Io"'~ lM__ .,.,~_tobe.~ooi~..w(ca;.""IIL~ DESIGN DATA STREET A (PRIVAlE) STREET B (PRIVATE) STREET C (PRIVATE) STREET D (PRIVATE) STREET E (PRIVP,TE) STREET F (PRIVATE) STREET G (PRIVATE) TOTAL 384.93 L.F 3.379,07 l,F 300,97 If, 347,90 L.F, 399,35 Lf, 603.17 l.F. 335,69 L.F, 5,751,08 LF, 181 PARIGHG SPACES ~22 HANDICAP~ :: ~n::. PARIaNG SP~ (~ :==> PI.ANS PREPARED BY: S1'OEPI1:&.ItD1H a: ASSOaA1ES. INC. CONSULTING ENGIIEERS III LAND SURVE'W'ORS 788S E. 108th S1Itt.I FISHERS. INDIANA 48038 PHONE: (J17)-~5835 fAX: (317) 8iD 5tM2 CONTACT PERSON: JAMES 0. RIEHMT EMM.: ~NEtIAImI61OEPPELWER1H.OOY PL.A,NS CERTIFIED BY ~ 8/21/2008 /JAMES 0, RINEHART. IV DATE PROFESSIONAL ENGINEER NO, 10200495 (1;~;;\ ~ ~\_.s~:::~ OF ,.' ~ g \.:3~~fii.~~~? .... ~ ~ ~ ,~ J GRAPHIC SCALE h..~~~ [ IN IU"l ) l.--- -nDeh.=:-50~-1t I :1 II :1 DENoftS ,00 "'E:A.~ SAS[.'nooo LJNE PER F1R\l NUUOCRS 18-0-5-7CO'''~ AND 1805iC02;'~ PER IHE ~OOO INSURANCE RA TF.:: MA-F'$ F~ 1i......Il'TO'" CO\HfTY, lriOl~A \~APS.'DATED F"EB.RUAAY 19-, 200J) , _ _ _ lDI;I.:!.f _ _ _ _ _ _ ----.Ls.e~ _ _ _ _ _ ~. ~ :i "- P.o.& LEGACY PUD:l-501-07 C!!!.-- :a''=! =-rz:: I ~r=:=" 1....&. I PI:. aft. ... DIIA II'" ~.:-:"t::::r:~ 'S &. A IEMPoRAfi:'f BENCH WoRK So: IllNl A BRONlE D15[; SET IH THE E,/r,S1rnN liE'wI'lAlL or J.. ClJl'l/!;IlIT. 2.;5 F"EE'T SOUTH o:rf 'nit foIOR'n-l [ND [If" HEot.nWAU, 'S....D CU-L\o'Eli:T 1'5 .4L~G RI\.Ol ~O~ AIIIEl 1100 Fllt 1:. I'l'DRTJoIEfl,5.T Of fiU: (Nll':-.NCE KI PffAlRIE m"'CT llilolENTAIt'f '50100L DISC STNoIPED -""'I.l ?S 100.4" ~ a " 8 ~ r:J SAA6802 s...aika 1..-s-S"f 12'i1u.oga bJbll! 8(NaiWJ.RI{ 5 J.. SiA.MD,o,fl.O us.~ "'Sl<. IN C~'C"ETE STAt.lPfI) .~ f"J-Ip 7~" '9~'" .11.1 THe NOOTI-lw.E5T COONffi <s 14bTH STR'<:El ...NO 1'lI000()lJo; ,t.,Nll'M:$TERN R,I,ILRI}"D. 18.5 FEET NORlH OF THE aNTOa.JN[ 0;: H6lH STREET. :EEl ..... l'BN .. \r.'OC l'!<O.J::cr ~UI.lBEFl 52:71.002) !LEV",TlCl'N~ 751.%' (NG\oD 1929) TCP elF niE ~1 "'NCHOR- BOi..l (IN ",,[fAl. TR~ POLE. sw. OOl\DlWlT Cf" H5Tl1 STRa:T ....NO ..'" ""'" ~ ~ , o ~ m -' 1 g ;;: a c ~ "- " m . "I ~ ~ Iii ~ ~ cil lLEVAllOO: ,6078' CNbW 192:8> ELEv...Tluo: 7+9.52' (NCVD 1929) -- -- ~ r"l- J[ U-j I I --;O"c .,.jL 'B... A COPf>EI<WELD ....T yt.I[ RA.Di\lS POINT ()= AAC~;,\N CDlJRT fl.EVATIOO: 771,:5+' (i'lr::'t'O 1829) IllNJ ,., RAlLRO,l,O Sf'1<( SE1 " FOOT UP ON mE SOUTH SlDE OF PO~ POU: NWe.l:F<: H~ 1.j.2"61. 20 fTI1' :.oUTH Of'" SOI.J'rH CURS ~ 1.46"f"H STF!EIT. 1150 FEET ;t.. ~ T OF" CHIRR:'I" TREE A:(),o.I) tLrV"T100: 785 49" CNlWD 1929) """ }., RAILROAD 0l'1{[ sn 1 FOOT UP ON THE SlJIJTH SIDE OF P"O'tllf;ll: P<<.E !IIwetll: '1~ I~i~. :to fITT SOOlH ~ ~'!\o< CUR8 ~ 146'TH SlREIT, 6Jrl- mt :t.. ~T (If' ~~ PI...",CI::. nEVI\T100: 75':1, B" CNIM) 192;) -, A t':1Y~'III[lD "T ~r ~TE!l:jj"E l~f"fJCECT1Ot-1 :OF SCfTl.Ll'l"S R~ AND STAQIQl'N GOORT. ELEV"T100, 7~7,7S' (N(WD- 19:(:9) -, }. COPPER1f!In.D AT THE CENTERUlwIE IMTERSte'flDN OF 5ETT'.D?'S R1Dm: AND ~~T"llDl L.At<( ElLY""TION: 77~,~' (NGVLI 19-29) -, ~, C:OPPER'l'flII ,l,T mr F1WIJ$ PClNT cr PEccr.i IXlURT EI.EV~fiOO: 77Cl-,]15" (NGVl) 192~) 18. , ,. COPPm~ "'T lHL GOITERl1NE" l~nlRSC<;;TlDN (F GHrnR'l' TREE ROAC JIoHn hlUi'il'lEh'SI.iffil 8LIIl'J ElLV"ncH: n~,ai'I' CNCVD 15lit~) -- "1lllIllIIlIIll ::=:r. :. lo7llI>of, 181 PARIClHIil SPACES ~22 HNDCAPHAN~; 225 UNIlERClROUND PARKING SPACES _ ___ 408 SPAC:ES TOTAL I~ ~ PLANS FOR DETAll.ED1 EIICYCI.E 8'I'NI) Dl:.$CR.lrTION A panlJfS~'J'I] 23. Towruwp 1~ Nm1h, ....MIge4 Ea3tofth.elnd Principlll M.....-idilllJ, Clay Tuwusbip, HawihguCoilllty, lrrdilllUlotbc:n"'bOO mOr'Cflamrolar3ym folloW!!: Comm~g _l;bo;Noohe&Sj Curucruf!lll.id kiiQn 2~: lMnce'~orfu R9 &gn:cs l5 m:inll~$4{tJCCQP-ds \\'~I-Ioog thcNorjjJ tin;: IJft.1u: Nui1J.J.QIb1Quwi.c.-ufsaidSectioo2:l adffiencc of337,4,O fwt; th-em::r. 5nurn 20 degrnes m r:r1.luU:1l:::i 12 !lO;ondco;: WQl~1!I di:oWm:uf 149"74 foCel.lDlI poin[~Dl:Il.he S.:nnbwestjllms.eman of:thoeri.ghts-(lf.w:ay f(J1'146th S-trt:et.lUJd River Rnad II$d~"brxi irll~t~<:>,20010000:;74] illtheOffic~ol,)fLhc lteooroerOfHarnHUH1{"".ounty,lndiill'm, ~thefuIlD';Irri.og 11cow:;;esalttng thewes(c-]yrigttt-of-v.<ayofRi"l:l' Road per sajd 1mIllUm1:lll Nu, 20010006.514 L; 0) South ZO dcgrocs {)7 minuteI' 2.1 BCCOn& West fI distmIDl:" of~2.91 feet;, (:2) South 69 degrees.52 mlnutf$ 3~ se>:t;lncl$.EasI a dls'f.:rInCe of 16,~() li::e'..; (3' SQuill 00 cl~ l"l7 mlrnlle."l41 SC(:Onds Wesla dis<ance ofI9~,!l1 f~IIl,J:IIIJIl.Iintwa IlIJn-wJ]~njCJtVem the righlhn\'in,gamdiU"lnFl'iR8,IiR fed, the radius 'P"mt'-whicb b.-.ars ~M1189 degrees.'il minutes]!J" SCCOrids WciL;(4) liOOtherlyalong mid aurvean diBtRrlf:e Gf426,4] f&:e!, to IlpoiDtwhic-h beus South ~4 degree!! 24 miDute$ 43 ~00sEas1 fivm u..i,.! rajiW>JlQint; (5)SQuCh )5~3-5 trUlIIIteS 17 8I'COOrn WC3fadi!llilllce~f]B.27 ftd; lo) Nortb 69 de~52 w.i.uu~ 3~ WI<OnJj~ Wcs1IHliliWI1:l.'tJof16.sDf~ (7) ScuJh 20 degme; 07 minute."l 2R aooonrls W~t B di'St~ (jf L 19.41 f~l; (8) Nunh 69 \lq;m:i 52 minutes 3~ geCCDde;' We:;l a di~ nf 16.~O fcol Ul a pniDl DIl. II oml.mngem CUI"'oIe to the left hrnn.1'l * radi~~ (If J .574,l!lU foci., tho.: mWWi 1-'\.iiu;. uf whi~b beam South.54 .degrm-; 41) mirnlte! t) 1 socond~ p~; (9) KlUtilwcsm-ly idoog MId wrve- III an; diNoee d 361' ,ill fed to a pvinl whichbwniNurtlJiSSdegm911 mi~!iI~ Wt:B1fr1;'lI;IPidmimpoim,; lJD,l So\lth21 degrces48miuUIai(j:ls-BlXIOIdsWCllndiswnce,ofI91.~1 ~r; (ll)~udJ 15~ I~ rnlout~]6~. FA~lld~(lf82.28 Wet; (12} s.u.ulh 6-8 d=gree; 12 minUUl5 1J sec<:ln& East a ~OOGf]6,$(l. fJxtt.oth~(Ib)'7l.icalccnl~1ine(lfRivcrRo-arl, theocethe folJ,o~ .11 COW"'80alcng ihepbysical Gt2lterlirw ,ofRj'\l8" Rna.:i; (I)SMiIh 21 dc~ 14 mlnutCI41 K'<<Iods West a tfulance of24J,j7 f-eu; 12} South 21 degn::C:i20minu~03 ~G Wd>13 dLmLllt:e of L'iL.74 ~; ("3) 5o:,Ju!:b 2J. degrees-Ol m.i.aw.es 4D se;cl!dsW-a<l-t arl~ of99.76 tm;(4) S.t'LI'uI'24de,aroes 29 miIl.l.lt~46 3eOOnd~ Wcstadj5"~ccor51.87 fem w.aflOim(UI a nnn-tangcnr Clli"VC 10 the right h.avill8;11 mdiWl of397,4-2 feti, Qjl,': 1aW.1Z! :P01riL of which hmn; Nnnh (i(i degree. 03 mimnr:s 44 s.oconds Wfflt: (5) southwesterly along Mid curve an lID: distanCo;:ufll)l.(J2 f\=dW8 PD'intwhicl1 hears &nM 38 degree; 31 mirmtes:t3 se.:oods fasl from s.oo nsdill5poim~ r6)SQuU151 dcgrre,;.56I[Jipu~ 19~oods Wi\'SIawstaoceof64.43 filet; (7) South 56 degrees 4R minllfet 58 seron.tJ: We.<ll* dLWno= o;lf~4,B4 foot tR} Swill :58 degrees:!~ mrouWlil5-5 8cccmd~ Wes~1l ruilUll1ce nr2o..t~2 fl'Ct; (9) !'.oua, 59 rl~grm'i:'oR cimJles]J ~ondliWe;dB-Q.i~ttlJI;~QnB.74 ~(JO-)So'iIIb59~ ~Rmimrtcs'3-!leroll.iJWe~1i cii;tMc.e(lf4Ili.96ke1:;(1 L] South.59 dqreeI;26m.ioJ,lt~ 13 ROIW"IM W~III cl~ur2l(l,l).i f=.; (12} s,[Jouth 59 d~~s OR minu!!:!; 15 oja;dnJs W~tadi~vf2lJ5,2(l fecttoll. poJillto-ll aDUD~1.lIDsem",:J;rvll 'W th-t: left baving~mdius()r142:7.15 feeL IMmdilrn paintl'lfwh;~h bcBrSoutb '19 ~Q9wmu~29 &."I:OIId8 East; (13) 1KIuthwMt:erlywDng <;&id~rveatl Dtt' di~1.lmceof338.11 fWttlB pOLntwhich ~ ~rtb 42 do:w- 44wiuute!: I I xalmh W'=it frum s.a.iJ ramuspoinl; (H} South 47 dt:,grtrs 13 minu~ 9_ !U,'lCOnd~ Wcia<listanceof151.68 ket. (tS) South 4'7 degn:esOl minute:> 38 ~ WCSIa dista:m:eof260..:H fcec to Ihe South Hn~ ~tcZl-ded I)f rm estate dcscn.bc:d in l:usulm1.cm ~o< 9609651829 in eaid Rcomicr'tI Office; d1cncc Nodh ll9 ~ 45 mitwtcs J, 7 ~~ W<;.st 1l1oog,.,q,j o;x;:co:rion liDe 66.6S fecC: to a :;r8'. fC"baI" v..it.b l:ap m.smpcd "So &; A f'trm pQ008" (hcredla rcfcm:d YIlt." as&: A rdJar) and ihe rolN"!" or'" [JllGlNNl1'IJG of thi3 d~; Ibmrt' cuntia.uing NOM ~~ okgI.~45 minute,. ]1l>CWDd~ Wem-alcng&aid line 1,:102.57 fecru> a S& Arcbar; then.:e."'lanhoo dc[l;l'CeS 14minu~ 231i=UDili: .E..:tl.l;!:g6.N Cc;o;t ,0 as &A rdJar; thine!: NlJM 90 clcgn:c; 00 minul.C:i 00 Iil.:oonc!> &bt 774.63 f<;<;:t tuaS &.A riliulIudlb",pou-inl- uf<;UIVltU.lICoflLl;WVe WDC;Il....Il:lDDf'1lR:rly, the raUiLLspllinlllf~d ~ebcingNo-rtlIOOc1egrt.:5 OOminma 00 ~no:b_ EMI 1,5liH.OO f'ew;t i,QW sa.id. pD'im~ thCIlC<: IlWlterly along !laid C'\1~ 2~3.:lj) fur t{) as.&- A rcb.ar and the P'Q'lnt QOfbmgeucy ufilaid CUnio; ~o;I p;.io1 bcitl~ SlJUth 08- u~ 32 milJul..=>00 i:i<<Ornls F.l!sr 1,11'i~.oo reel from Iherndius poitl(uf:Sll..id Ctin'<;:, ,.jdVQ1ni-aW1J' boein.l:; OJepuiniof'\:Urv~oracurvearnCLIVe&Oumrn}', the mdillll:fl<Jinlllf>llid curv~bcing S-nmh -0)\ d~ 32 tI:lir1UI~ 00 iieCOnd:oEul-82,OO feelfrurn oaiLl. fl'OluL;: I.hcuceeasmrlYlllong!mid ~llrve 6.5.04 Mtoa S &: A tc.Mt and the 1JOU:u Dfbngr:ru,:yofHid CUl\'e" 5a:idpoiot beill@ NotW,36 d~.54 minUIe'i 55 IleMnd!l- f-'..a;r1l2JlOfre:. from thcrndi~ poi1J.t<:>f~drurve; Ihc-oo: s.:.utb 53 dc~OS rni.'IUl~()05 ~~Il.ulitiaot -4.5.152 feettallS &A rebMnndmf poinr oftunPlItllre of[J. N1l'V<c Cl)i'I'C3V~ S<:Il.liliwntuiy, we ra:iius point -of wid CUJ"'fC being South:36 de~ 54- mUrute,o; 55:1M.)u We;J 150_00 f~ fmm lCRi(i point; lILo:co;:e S(lullJelurerly :a1(lD8 wd cmvc 138-,9S. fc:erto II S & A rebat and lhepcin1 ofiMgeacy.of ~id r;l.lfV(;, lI1l.i.d poi..al beirl,g South 9-0 degrees 00 milllltC:'3lHJ tieumlis f.&~ l~U,OU feel from tlH.'l railillli pcint cf said ClIJ\'e; lhmc:e Soul.b 00- dcl;P"\:cs 00 minu~!l. 00 sec:onrl:\. EasI809.88 fret to B:S &. A.rebar ami tbr plJ'inl t'f curvature- ofaCQIVe C;:OIlC<We easrerly-, the radius point afooid curve being NQrth 9'fJ.rlegT1".C'3 00 minUle$1)1) seeond!i East32i,]3 feel frum:;aid. ~wt; tbm~!Hlutherj)' alcllgsaid ew;!e 244_1J. fecrto B S & A rcbMand thepoinl ,of tangmcy of said cwve, saJdpolin being SDuth47 ~l;gn,::o;:!i 12 miD.1l~ 56 IieOOlld.... We"\t;;~7,7J fOCI mm tberndiuspoit1l.ofsaiaaH'Ve; Ib~SoodI42dc~ 58 miml'!Jo<i~ Ii<<=1J'tm Wt. ~4,14feet ro as&A[C'b-ac-and wpolntofCl.lJ'T.'amrenfll.CW'Vcooocnvc ,,"-cstmy, tNndiu:I,':pOintQ<fllilid curyl.Obein,j; &JuUl 47 degnc:; Q! mlmltes ~~ 90Cflods We;( 20_00 fM from wd po.inr: du.-~M\:ltherJ)'aloog said tulYt31.4Z fm t\.la.s. i/;. An:biu-md lhepoiDtof~ nfooJ-d C'U1"oI~JSlIiil j1Oin!being So:lulb 42 ~S8 mWutei n~ud~ wl2-D,(IoD ~ frumtlw:r1ldiWipuimgfsail'l CUI'YI1l; lnem,:eSl}uth 47 degrn.e'i 01 mlnllWJ>3./li 5et:1J.tld; WC:1t25.00 feettQ thi; placeo;lfbegin.llil18" cuutailliuy: 35,(I{){) ~ moro or less. S :'I.SEPR-9IlRI.S\Legi'l]iJ"lat\l)ESL1UPT!O~.dlK" August 10. :<:[J{I-l'l KRG Tw.:erJ frum L TS -----L=-....::f"~.;:--- --_.----,- N~, C~" stc;, 23. T1BN" .HE, FOUND H)'.RR1SON t.lONU~ENT PEl'< <-l,CSI?- l1E'5 ___ _.____~=~J~ _~_=-=-=-.-.:=---..:.::--r ~3l.40"(~d:R~~~: N, LINt:. NL 1/4, SEC. 2::'1, lieN, fi4E t.l8-Su"W~W2577.g.g.' (~.ti<:j se9'15'5:;'~E 2151.€l (1oI:"'=R') CURVE 0-1 G-2 O-J G-< 0-5 0-6 CURVE TABLE ANCEN I CHORD ICHQRO BEARING 220,:28' "'9_6~' 5n"5"Z~n,;, le4,75' 366.98' S2:e"2S'31"W ~7.J9 189.19 55'"+226 w 169.90' 53"1_41' S:'4.0~'IO"W 76,5-0' 15-2.9jJ' -S~3"25'27.w SO.DS. 1 DO.02 N4""H'S9RE \ \ DEL.. " J~l"::7'.J.B"' '3"22':5-5" 27".3220 13"3"1"42. 07"(J{i'36~ 04'27'33" wL5lERt Y UN:E IJf INSTJO:. l>IO, 2.001000e:'74t RADIUS LENGTH 5M:9B.' 426_41' ~ 5074.-8.0' 3B7,B:2' 397,4-2 HI1.D2 101-21_t,5' 33!3_2r 12.32J36 153-.00' 1:lB5_49' 100.OS" LINE iA8LE LINE BEARING LENGm L-1 , 'w ,....:u... L~2 S2(l'07'21-W 92_91 L-J SEi9'5 'J .. 16.5-D l-4 SOO'07''''1"W 195,81 l-5 '"l '~-rw .31Ln L-6 Nag.> "38"W 1{l,5e. l-7 S20"07'2S"W HS.41 l-8 N69.52":'lS"W 16,50 L-9 S21'48'O-3.W 191,51 L-IO S~5i!;n6-E ~2.2~ L-Il S-6812'W I IE.50 L-l:2 s21.,....4rw I 24.3.57 L-l;3 521 .20'm"w I 1'51-74 L-1.4 5:l:::S'O""O"W 9':3,7B L-15 S24>2eJ"46"W ~1_87 L-16 5.S2.515'19"W 64.43 L-17 SS6 >4B"SS.W I 64-'34 L-IB 558'29"55"\'1' 204.22 L-19 S59"36'13"W I 21:.'1.74 l-20 S 9'3 .~SW 411i65 L-21 '3.59'213' 1 ~.W ::ml.i5 L-22 S~9"Oa'15"W 205,20 L-23 5471 3"52~W 2:57.68 l-24 S47'"01'3a"w 250.:24 L-2:5 S4€'SS'oj.srw 61:3.46 L-26 NOO"5S'Ei.w 7ft:51 ,0 l-27 i'f4fi.5.8'46.~E 613.4ti " .' " " " C-4 j ~\ ~ (-'r, CE"I~UN-E: [)f RILJ'ER ROW 01\:5 .., LOC.ol. TED BY SCHNEIDER ." SURvn -5/1 Jj) G-J ,0 1" ,,' GRAPHIC SCALE t. _.J 'i-7 r-1IliIU ,.,1 ~ I ,,> " " v ( INi"EE'I") lLD~h_3QOrt. HtJIEt 6GlE)" SOS LCOl.l~E"'a~C Ci\U) a::,~- """"'" ux.;.TKIN'()f"At.l.D:rSTIN/i~ ~SH:JWN(IN~fi1f..Nr.ft"ti'l5tD ~_~~ ~...t:E (~. buI ~ .(1frI19d t~ fflf1I'IJlilra, ,Nc",. ~ ... ~~JN-~~~~/':: IE Cl1'IE1'l' ~ ~ /R1UmE5 FOil~1NC/?E61O()A6tM:11IiOU-iCJ ~ OH mH /fI-fJCH NO AOOl4" ~[) ".. JIll! ur ~~~~TKW$ cq./ 2WCJfiIWfGiJ.04r.:i~'!'(JUOO SM:XliDi>E~RIF1E!Jii"r"l'h':!"~n:w;> 1-tJOO.-382-5544 ffl.IOn W ANY .wrJ oNl ~1C1rM. """ "'" niCE PER INtJWJA STATE LAW ~'-1-25. 11 J5 .AliIJIJST' mE LAW n:J D:'CoI~Jr MTH'JlH'J.ln111Y1NGmr~ tOCi-WON~"",(J.)tfOI{KfN(; Qo\~8EF't'ffE~JN(;~ ~ M ~ ~ ~ ~ ~ ~ ~ """"""'1"1 '~''''''O,F\I'''~~'''." (r~:(~\ \.t\-.~~_,/~l ',::%_........,.,<i', """I',,,~~,;,,,,,,,,,,,,,, iiSl:I::~ ,,~g~ e50l:~ o~~~ ~~"'~ ~~~~ ~""'i~ ~~~ijl ~@~: ~ ~~:2~C-: La: o~~~~ ffi ~~~~~ u '" o g ~ ;;, ih~l "'I:~~ U iil . i ~ ~~ :Eo ::;'z !5 Q. o :& 0 Z~':: GO C) - '" I z c S2 Zo 0:: :s~ cc( n.. W:J 0 o IE 3 :z ~ ~m i ~ - en i <C <f U Do'I....... B~, CtE(.j(EDfl:l: KRG JOR s-IITTUI'l C200 56890RLS S:\56890RLS\dwg\.C201 S - lie .and PElrklng Plan d . wg, LOYClUI1, 10/61200B 2~04'57 P _ M, kgilson, 1~2.1B62B 's.!!b.....- -.:c - - [I" I1II , ~I il a W'S.f1L -- -- ) -- III~~ 2 . - ~i~~.I~!.::~~!:~. 0 . ~ ~m ~ ~i~ ~iI1j { '15 Ei ~~;~~ .it ~ ~ II Ii!:' " I ~~ !!ill !l!! II I~ I~~~'~I~ I ~~~~ l~;i i Ii:! .lilll i ~ ~~ [ OOCICET N ~. () ~I SITE 0. 011080018 DP ;u)lS ~: N~ GJ~ AND PARKING PLAN ": oa '-~ PRAIRIE LAN . sroEPPElBIH ~ ASSOaA ~ ~~ A aul DING ~ .......- 10, IIIC. 1~"%~ z.'" ,,- ro " ~ IOJn SENIOR UU1NG .,'- ",'.W ENOOlEERS.1c ,...... 0.'0'""- BOUNDAR'YRETe'CENENT OR ""''''''''''''''. CARMEL \1" I"nuuU . """" SURVEYORS 5UR'B rn A SUR SU."'. ^ RoolE ~'''.. "'" ,^""IW NITY 7965 ["j looth It REP"'T. "'YOR lOC< TION {/....".... ::~~" ...t, F,"""., I" .60:\8 ' ,,~ ;', ",', HAMIL TON COUNTY IN IA A Ph"". (317) 81!-5935 F ' ( -1505 CERTIFIED: 5/2/2008 l Ii!. ~ II':! z \'\ 91, o. 317] 81!-S!.2 j ~:~ '" 0" 0\1 ~, '01' Fete; (BOO) 728-.917 \ \\ ~ . /Jj I \.~~~,:,',:::,~,',~f~,/ t;'l ~ t; ES o n ;> DATe ~ARto; RE\ASI~S- BY " ". <."'- I ~~~}~ ~ '" ". 8 z /;~F -:l ~(7- J'~r,,'~'{ '!, 'I \'.. .. ~\ ,= ,/1 '~... ~/- ,~ --1- J ([ j III \ ~, , , . ~>\ '\ \ II A III" fi' ....'~''''- !I"-/c:"I/:,'v' \~ ~'(C--o.~"? \\,\ ~)~ \~~jt .'""'-.~-- !'il.~.y~,-. ' i~/~ I 1-+"'11 \\. \~., " \ \ '\'" II. 'AA:"',i".'c{IJ~===tI\\, ~"\~\: '-:~~. ~. '-) 4".U~ ~ '~ ,', ....~. I\! I \.;. \\ \1\\ II ///! <'\.~\\\ '" \~~ /,I/J -------:. ,\>\ \" ~. III :~./ \,\'::.~> '''" I *>> \..0)' '." I / \::~~,. ."~\.,,,~~~ {/' , . "', " ,/I; ~ \. ~ >'~'.''''' .'-",,-;,:i? .>~! ; i' ,,<iF . if /~{~r ,r f //,-'.1 nl J ,; l--==-.....-------- ~ ;..-;;,.~/ // JI ~~, / I~-",,~, -"0'0-lll~",." .~ ~~~~;/ ~ / ~~ -E _ _~ _ _ ~ _ ~~'~ _ _ _-_ ~'~ _ _~::;~~~~'~'~,~,~ ~E_ _ __ , (' ~~ _ _ _ _ _ _ _C'~"_ _ _ NBS'45'37"W 1302.57' "', * H/\r'Jl:lICAP FAMPS "Jr, trc~nc 1'111 too"' Oll(l;,,~.:I or, pr(:pdr~(] ~ut~r[]M 2~'-O' J , ., I L---------------.:.~-- I ':J.~~I~------J ~----------=-----~- =----------- -----------~-------------- !?'-(J' 12'-W d~ 12-1/:': fULL e,[pn-I .\6nMLT 11 1-1/;( K,-".O:; i" w~r"c[ :l: I ;' I-U.~ Ifi; ~~I.jDL~ .:s I ~. ~5~ "ltor<r TYPICAL PRIVATE STREET CROSS-SECllON All !'itr.eet (:Qr>:ltnKlIun ,he IlnO!;:!< o~ d..cirat..d rI9f.I-~,f-"(Iy st'lJll be in accorda~c~ ....i:h th!!" :.r:'Eciticot;.-,n.. r">I C,t~ of ~Qrrn~1. tn f>""'''':l 12'~1)' ~ 6'-0' r C-(,' I ~'/(r, I SL(~~---------::J ---========I~=====~- '-/_ I~-I:'"- R11~ f)"P'~H ~<;Pl-I..I-;- 1,1 1-1/,'- H-,r,;, ill ~UR'.'.l"Cl H ;: ~~~\T~,~t"'~E:f! 3. PrJp,"rly lili<: co;ne;~ Dr sir.~'!:1 inlp.r;;ectirJn:'l Me rc,ur,<1,.,tt b,' or. or.: ha,'i,',,] a IS' r<l<1llls rmi'Rn'lllll-te~ ,1m...." ho!'r"'''.r. <lr.. (':irr:",,j I.., H,t: P.I. "f II,,, SEE ARCHllEClURAL PLANS FOR DETAILED BUILDING DIMENSIONS. iTYPlCAL PRIVATE STREET CROSS-SECTION ONE WAY ~ TT 'f .. . , ='3 l.5- I-i."'.~, ",URFMT 111 ~. l-l,~ c. B,QSl j~~l .:t::-- ~~jfr J ~\ i':<:;:~ O'~~~~~~f;L~1 N: "",f'>.s- .......-l LII n i ,"ra~' OR"~- '\~ <' "I>, '.......<! t,~r'_ 11' c::>t.lpoo;;-;-m t5:>~T:l"1:: PRIVATE STREETS I PARKING UNDERDRAINS \Iv1THIN INVERTED STREETS J (fl t (~)J I C;RAPHIC SCALE . , - -- L .. -- i 1}1 FE~ I I mc:h = 50 H ti!V-2~-2~.{j ~;P -i;:~: !I~, '::1-:-1' ~~ t:.~1Jt:!. r,'It;(t_ Jl{:;:;- ?{:!I r.iJ.: .,_~, ~-~-;,o~;! ~"'e ,-8.,;:~ -:1 C~'I~ I -" Io"--{' .., . ~p;'4/I~ r~/ _/";'""'i,'" .'~;:.: ", -;-;:;;:;;:- '-"'-' L _, I . ~~..... . - '.~~~:i - -; ~_:' ',. 't' e;,,:du. '. "~=,.."tvG' iIl~'<<{: TIPlCAL S.i.O~WA:L]( S::C110N ~,-''l ~~ S:.u *- TH!.; 5P)o:::[ stHhn ~~ c~e S''':.:J..L 9:: ~1l.[1'l wir~ SL:!T.4.:E!~ 1.t\H:i::il.t_ rc ,Hf ~()Ul~1J ELf-IAn-Ort MD ((NP'ACTU! J'" ~~3 I>JOl iiJ ~(::;;W ~ i.~ ~[~ir._ SU=,GRADE DR ::~'S[ In.<)~;;; jJ}_ ClIF.:~. ::i'ill-::rl.~K~, ^"'~ C'C'lr-/'ES 51'1.:.1. BE tUt.lr..cn::lJ ]N r.GCot;:u..,...:r WIi~ 5~C:;'JJo.: '01.02 or Ei~ ~i''''''r)4Rt1 5P[w'"1;::,o,':']Cm$. ;:.'I-~I" '"' 'I:'ll' ~Ljl _ 'n -~ I \ ~iJ " I ('__......';:~c~. .s~.= .~t~ ~'j '"In...../.<~, ~ ,- ..........,....... - -'~ \ ~.0~. - " : :, \I;~ ~..... C.~-:.~i.~ -~ .- '.d_ ; ~ , -i: : 1,I:.i;'~IIr-1 ,,".i:~<lt!1o E!U; - ''''i~~ D1'i'~I'flr;-: S-.~I: Hi:"..~ ~','r-'L'" rri;,io,..~ C:':.f G. '\fob,,", !)f ~'''''''''J 'liFe:" E..., ~: fo,~h:... , CONCR~TE SlCIEWA!J< CITY OF CA~M~L STANDARDS SLD.~\i.').'" IJD:'lL~ 10-14 HOI..D' MOLD' S'll'S "DIG s.t<n r"' C\ (o~ ~ ;~C,~~C ~7\~ "". '~",)'.\I'/"- ~. jI 11 V / (-~~ ..'L 2-~~ n--- ~ 7iS THE LAW'" ~:;qu _, WVf~"A"'; /:JA.iS ~:i,~ 'OU 0,";' 1-800-382-5544 CALL ro~, ;-';IT ,DEP. ,WOWI.'; 5.l1lE LAW IC5--,'-ZI5 rr .'5 .-1G~ir,sr 1HZ t..,,~, ;;.; C\,"".J1I,,.,!L" 'rflr!iOLlr rKJ1,'rrll',C me U.cWCRG~f?UWIE ~&..!lTK)tI :EICI":..'"-l: 7>>'( (J) IK'RK"'f~ DA:":' 2.tF)R{ C'7WJE"K:!Nr. WI:;RK CAUTIOIV .:o:;:ni(W ,), ',ut.>(i:iTlf'I(; HK.'g;;r;,."';;~'N() ..W!::'L'S .!:H.."I-\'rt "A" ;HI;;) i"Ul/'l Ni~ &l5ED //~ --\':f[Ih:, GROUND fV/OCN'L 1,,,el",1,,,<;.- bul 1M' ;''''.f"" t<" 1l1~"l'1ol~", ;"Ids. .-d,c~ J.- macl.-~ "'aQ~ "P~" r,',,. 9'-'-"'''''' ,'0)' ..n,~,.. J -VffI .AIfC Tli:,H~TJI,-[ fr. l<.'otrVR:. r-rltF:E ,w.ll' ~i.:iC' cl" o;rI~"R [-"'/5J~NG: 'JNi:,l.~'Ci;:wrfC! '/0l!iif: ~c.O>;'J4''''/C,''' r'-lEltt-/5I-1iJ-lS.oi't'~'JN{;' n~Vi.,'IL:'-''Jh' FQr r.!-II":n NV "180',1~ ::;m:,UK,' fvJ{)€I'ICC It'"S CJ'E.i-E,"I',JEQ. HI, C'~CT ,.oC--4,IOI'/" ,...,,.. .i>Lr[; ,,::v:;r(,"IC IIrlf!E:!f.',"':,~'i,J"'/) VI/Ulll:.':' .f..x~--" E-.E ,'Ef?I~.~ Fh 'HI' ~'r...W;P.ACI(JJ'[ PRIOR j.U --'l'Ir ~},'{' PL~ n,!!sn;o,,':::i/ON -I I 'olv ~ ~ ;;; u ~ ..,. LOr ~ ~ ~ !p ~ ~ ~ S we ~ ~ > , ~:~ ~ ,~..,"";-'~;~~,...,~,. ,~ ..-.-:.""9~> l"(;~~\(\~ 't \. ST.'I.TE OF .,/~ i \~~~:!'~~:../ ."..,....~~,'\~,\,..... ~~~ C. ':"2: i-O:::~C. !!!I ru .c, 'Co " :~ ~~ ~@~; 8 g~~~~ ~ ~~~~~ ~ d CI"l ~ 0: f2 0 I$! ~ 0: , .~ => c( en .~, U Cl ,~ 0 z k "" - V> --' - (.f) f.'- "' c( ~ ~. o1d CI"l t;; 0: .c ." ~ u..J ~ ~ W ~, :z , (is ~ ~ a:: z ~ 3< ~ u..J 0 ~~ ...J '" ~ W :z c', 0... i= ~ 0... --' 0' ii: => ,- W en ::2 z 0 (.f) U (/) ~ o <( '-. lL o CO ..... o o O"l o CO o "" Z <( ~ >- i-- ~ Z -, c' :J V G :::E ~ :::E "'; Z 0 :i 0 <.> I Z C> <( Z ---l 5> w =:i n:: r:r 0 <( z a:: w 0.... (/) :J: rn z <( ---l 0.... G Z ~ a:: <( 0.... o Z <( W I- (f) o Z t- W Y: U o o <C ..J ~ cY j ~~F: t. I .Ie ,~' C202 s.t.:_J:)8,'-(J 5Gf>90RLS ~' .h'f' {- .>L- *--- ~-;. -----..)..\I..~. ..: . I I I' ~--'- . .;;i .' p,3 ~ ,. . ..-:--'-EJ] '.J ,,'. ~ ~ oj ;C ~ ~ "- <L t?l ~ N "' i I t . 0: o . ~ l o . ~ cg, .i; ~ [Ii I .,; F o PROPOSED lAKE N.P,=7~4.90 'co 'fE^R ELEV.= 751.00 ~ ,.~"=- .___1 ,..,..~ .J '" .f=: ",. ~/ ""~i -U:'~~; .....-7046." ,.J.' ~; ,I, 3~5 ,- '--~ ,0;. I ~~~ .A;-!''V {- - ~~._~-J " .". ----- ,,- --;!~,- ~/ . ~. .. .-1:'" " :~~ .r'" .i'i' *... Htfc / ...-;.";J I'IlIII"OIlED QlEJlRY aIEEIC IIlllUVARD " -",-- 01 J {' 24, ~ - .755.0- ~T 1. ;!l1S O~" . ',~ 1--7~~1 ....._73Du. -- .\y ""',"'1~n" ~['" ........" '. -- 35 .~. -755.0- -"m' 34 , . ~ .~}54.0 C' . --5',0 32., 755..5' 31 755:5 , " ---'" ,J _ ." .l';' i"- .' 36.':::=: :...2:~' . ~ '.755.0-,,~ :--L'-37 j <" ,.,,0 "Q54.0,.," 33 754~5 30 755.5 '" --\- ,I.. . )97"'__ _ ,.,- .e....15~.OO - ~ I ~."'..", ". Ii; ,.'. og" <4-5' / BEND ".e-.: a \~':t( 39" 755,0 38 .-!t~I- _~.755"0 ,,', ..FI ""\~' I' ~ <>-:i '15" -- i l' ,~t.;O I J 1...- I I I , r ~ ~ I L. -. I I 44, . - 754..5-. " ~s :-:: 42 754.50--' k 1- '" " +j. IlH-~~.,..Je '",....C.'lIO-4~- /~~ J . BUILDING.A .' FFE"755.7. 43 754.5 ~ .:... .- 2-----:::-------~. !": " .~ ~-;: .' fJ,,~ ~,.,......PfII',..7""72 ,Ji ~~~...:.J7!.r '/- ...<l .....~"(;P ". / - _ ..Jii!;.1d ~~:~~ ~;~:~~ Il~;re:~ PNr ,- llfV...J""~$l\l '- .\., 47 46 75i:~ ~,5 I ? ~~ T'_-"'~ ,""'''7U:~~ ~57 :755.0 I- ~ 9 I 1''- I ,,- 49 ---:-~.. .____ ~.......-__s~ ~~~. " ~ .' .' 23 ." ,'!5~5.0 . 28 . 27 755.0" 755,0 _"~~-] ~_'k--V.-,:: J-1' . , , .',I:,li; J.r - "- /~. ( ...--=::- -'I"'f~L 26 ,- 7,54:5':" -.J. ",' ,d I 1"":"'- . I' / I P' I 59 ~; ~J54A:: ~,'lJ:/,;.;i. \!. ,l,-f '1\ .I~. ' j'" 'l"c"1SJF'~............_tM . ..-\, J.....,..)~~ ::.~(..'-i:i;~lIiI I ~ . ~. ~""~~l@ ~ r H;..~ ~ ........-1. 1'!~..1-tilSl ~__I V ~::-' " ," ~"l .~ ,(:- \- r-i {; "- .I~~ & .s~ ." ----~- . ~. L f~,~__~ BUILDING A FFE-755.7 .'wf'__ "'+:.~ . ,,>- ~~ .{ -:!i ....------c--...- --,,----- ,~.~-, . ..1 '--~' :"~."" ,. :.... ~ .' BUILDING A FFE-755.7 '- ~-{"; I'JT r --.J:- I ,,~d ,. 'f1 ......~ .,. ... Lt. .....,..!>-.. BUILDING A FFE- 7!?5. 7 ,[ IHllJl --- Gl o LEllEND EXIS~NG CONTOVR EXIS~NG SANITARY SEWER EXIS~NG STORM SE'M':R PROPOSED GRAOE PROPOSED CONTOUR PROPOSEO SANIMRY SE'M':R PROPOSED STORM SE'M':R PROPOsED SW^LE PROPOSEO 5' SIDEWALK (BY HOME BUILDER) (OEVELCf'Ef< SHMJ.. ...STA.l..L SlDEW"-L.R'S ALONG ItI..L CIJl.lIoIION AREAS' BUILDING NUMBER P^D ELEVATION h,...-1 ~ I INCH ... 50 n'. NOTE; TOP OF FOVNDATlONS ^RE TO BE A MINIMUM OF FIFTEEN (15) INCHES ASOY! STREET GRADE. TOP OF FOUNDATIONS ARE TO BE AT LEAST SIX (5) INCHES ABOVE FINISHED GRADE ALL P^DS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 9; PERCENT OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST ME'TIiOD. NOTE, All OFF-SITE ORAIN llLES SH^LL BE ~ED INTO THE PROPOSED STORM SYSTEM OF 1l1IS SECTION (WHERE APPLlC^BLE) ,. . EARTH~: J. E:XC,I,I/...TlON " E..covot...t mcd_OoI thot i,. !!:uitoble mo.l' be u-.1 fa tm~ "II <.I'l""..itobl.. mat....-iol ond all "u'1'lu" -l)lxol:l'o'CltBd m.lj'lenCllI not roquif"ed shall be remolo'Gd from ~he '5:ltoO. B Pmvi?" and pla~e tlny oddltion.ol fil matf!rim from o;omite tl!l mc;or i;lo!: n"'I:~~rl ~o pi'"(ldur:o:- I;h.. grom.e rlKlLJ1r9Q (lh pLOriS_ FDI.ootoined 'from orr",ltu sholl b. of quollty QS 5P'li!ciflotd for nl~ holr",lh ond th" ~l'lUJ~l'l ap-provM by the De\lelCper. ~I ...61 D~ tm MSP0l"l31t.11lty Ilf th~ Controc.t<< for IIn)' oC:Mls lor flU m=edcd. 2. Ft[M(I',rA.L or- rnu'5 ,.. ilJl tnlo:s. gnd :s;\ump'S ~~I be remo--ed from ~ilia$ to g.e O':,=u~ied by 0 rood surfoce Of .!ltructure a'"t!(]. Tr~ 011(1 I!It.ump:s sliall not b~ burled 00 ~te 3. PROlECnoN QFTREE'S ~ The Cootroc::tor !hall, at the direction of tl101!1 [lemcp_, ondeoO'a" to 1I(l~" and pro-teet t~~ of '\I'Qlu~ -an.:! 'll'orth whi~h do no~ impair -c;onr;;trudion -of impl"O\lementB as deGigned fJ.. In the -eve-ni cut Of fll l!cl(ceeds 0,5 foot over ih~ rM1 OI"~, the Deweloper y,o~ be -eoosulted with -rlI~P"~ ~o pro~'l!cUYe m~'i=ur"i! to ~ "Qk~. If Qn)', ~o- ~r~~ ~cl1 '\.ren. -4, REMOI/ilJ.. Of' lOPSOIl ..... All ~Dp3I""l "1-,,.11 b.. ~.,.,......d rrom ell <Jf.". ......,,-th futUT. :p<;>-.n"",u. <;>r buH<;inq. T~""il r....CJOIq! o:hQII ~-e t(\ ~ mJ1'l1mum d&pth 01 6 in~l"I~5 01' to mill Mptn i"dk.llItMf ir'l the gMt~tJmiutl r~or1 proo<idlld b:o 1J'11l Oll\tVIoPllr ku be u~tBd or filleo,J. TUPlllJ"i~ Zlhwld "'i'l llior-el;l at -c loc:gtiun wh~" ~~ wi" not. lnttlrl-l:re ..ith con"truc:fioo I;>p~lj.to.;,.... Jh... ~o;.p......1 8I-1~H ~ t~ at d~l;l,i'l:i .....d "tQll~ .... u-nunE'3 A_ RuLe! "nd ~"''iulati<>n g.o.....rTIinq 11-1", '''''"'P''''di_ util"" !I.holl b.. obo~""",d in I!",ecuking; 011 .,,'" und,.". thi. O\ic<:Uc)n, EI. I~ ..hl:llj "' the respiYlsJbility ~f tto~ Contro~1.o-r toO Get6mi11.e th~ ic.<:.o.tlon ~t e.jstinq Lll"lde,-g.rllUf1.d utllitln 2 IWorkin<;l dCllyo;l pr101 tC' -;omm-eflo;lng work.. ror utRlty locotions 1<1 be mQrhd -cOJII loll Free 1-BCXl--382-.Ss-.4 ...ithln J"dia...~ or 1-800-42e-52:00 oubidl! Indiana SITE GFl:.4[lING A ~o nil -cuHir'1g. filljng, c.omp",<:,:tin~ of fill:!! l'u'IId ro.JC}h gr"adin~ ;~quiro-d io. brin-g entirtl praject o.-eo to wbgrode -CIS s.tIOfrn 0.' the dnllllir'lg, 6_ The tolerance foc p-awd IJ'I'"IIJ!(JS mal not i&~ceo!!d 0,10 fee'! !:Do"", iIl'St.oblimed 6IJb~ro.j'l!l. Pil! eoth.... QreQS :llcD ~ot t-lo;c.eed 0.10 feet plu~ or D'linu::i' ttle e!tOOlI~hed 9fdd;r:. Ptovi-de rct.lrHfng~ (It tOp and t>MtOm of bonkllll gml' oth..r brl!lGJ:l in'Toda c. The EI1~F1eer :Iilall be notified M1en the Gootroctar has r-ecched ~he t<lla-am::e os st.cl1l!ld .lJbcve, so thol fioold m~8"fe-ml!lr1h Of"1d 8pOt elellUtiOlllll C<J'll :b<! ~.ffied by the Engfne-er. Th. Con'trador sholl r'lct r.emove hill e-ql.lipmo/"nt frllm tho! !d~ unt~ tM- EnginHi" has ~mfio/"d tl1(lt the jot> mN!ts th~ -ob(lW' tolel'"QI1c=. FOF:M\EAF:lHl'tflk B:E.NCHloI.&.Rf<5 ,... STA.I'IO),RD \JSGS DIg;: IN CGl~ETE STAhlPED "S'e:. RHF 752 1951" "T THE NORTHwrST CORNEfl Q-F 146~ STF\EET "'-ND NORFOLK .II.ND WES~~ RIlJLROJ,[l. ,E'; 5 FTIT ~ORTH or THE CENTERlIliE Of" 1-tBTH SlREE1. . EL-EVATlOO: 751."-8' (NGW 1929) row 2 (rsc p"OcEcr WUIt4BER '5271.002): TOP Of TH( WIEST "NCHOR BctT OW IolETAL lJlAFF1C POlE. 'SW, OIJAO~"I'IT OF l"~lH S'ffiEET "'tolD RII.'ER ROAV. ELEV.l.llO", 760-7;;1' C"I3VO lQ~) S !l Po rrMPQrW;Y BfNCHMAAKS: TB"' II. MONtI:. UI-SC SET IN THE EASlE~~ HEADWALL OF A ctlL\lEFlT. 2.:5 fIET SOUlH Cf" THE NORTH EfiD or HEADWAl.L 5"10 Clll\o[Fi'T IS A.lON(; flllJER ROA,[) AND 1100 FEET :i:... H-ORThlEASl Of nu: [Jfm"'~C=E TO PRAIRIE TR....CT ELEI.!EN'TARY SCHOOl.., DISC STAiIlPED ~HA~ 25 1964" ElEV"'T10,., 749.52' [NGIID 1929) TBilt2 A. COPPERWElJ} AT THE RADlU'S POOH Of ARC'....DIAN COURT. ELE......TlDN, 771.54' (N'GW Hl2:Q1) ""J A. RAIlROAO SPIKE 5[1 1 FOOT UP ON mE SOUTH S10C or- ~aWER p.1JLE NUMBER HIol '4261 20 FEU saU1l1 DF 5CJUnt CURe or 1-4.eTH $l'f;:EEl. 11~ FEET + EAS,f GF CHERRY TREE ROAD. ~ EI1::v...TlON: 765.49" (I'IIGIJ'D t92tl) TB"_ ;. RAIlROAD SPII<E SEl 1 FOOT l.F' o.l THE SOUTH SIDE or POWER POlE H'U"'BEP. H~ '4273, 20 FEEl SOUTH Of SOOTH CURe Of 146TH SmEH. 6.3C FEET :t.. WEST' OF GRE'11..AN PL,oI.CE. ELEVATION: 759-.73' CNGIJ'D 1:;l2~) 1B"' " COPPERWUD .l.T THE CEJHERLlNE I'I'H'E'RSECllON (F 5ETllER"S RIDGE AND- 5TA.GHO~N COUR'l. ELEYATlON: 757.78' CNGIID 1'Il'2~) TB" . .... COPPERiliD..D ...T 'THE CENTERLINE INTERSEcnoo or SETIlER"5 RIDGE A~D- P"LA.~i"'110N LANE. ElEVATION: 773,67' (NGIID 1~:2~} TB"7 ... COFPER'iiD..D AT THE RADIUS POIHT or ffCOS caliRi. ELf:vAllON. 770.76' CNGI/D 1..2<,3) TB" . ^ cOPPEkwtLD "'T THE CENTERlIN:( I~TERSECllON Of D-1rnSH' TREE liOW .l.ND kUNGENSldIT!1: BLVD [l[VATlON: 1735B' 'NGIID In9~ HlJtD' IJtUT SUS ~ ft MIAif8 ~21iOWi1~1A4~9f:FDRE.I'OOCJI(; t-800-382-5S44 001 rou. F1iU .~ ~ 5fAlE" Uilf' Jt;S-r-2fi. rr rs rtGYWST n-rE UlW W El"G'.l'.MF W1rHf}{ff MHlFrmc me /J~ ~~~~~ NOTE: CONTRACTOR TO USE "B" BORROW fOR GRANVLAR FILl MA rERIAL. (NOMINAL SIZE OF 1/2" MIN.) ~ .(.~iit)Y(}f'......~~ il7lL'!JO";'Nfr.;IwNO/'(nf~I'VIV_I'\4~ lIf'f)N~fJ'RIOI.tNfJ~,~ittQ.6fA M~ JimIUd ro, iaCM=,", ...r.,u, ~ o!' ~~:;:;':/7...~~~./~ a:.r:JT'fERDaSlrW(;~unlll11CS FOf( Itt..cfr T'FIfRr is NO..t8O'.f' GHOI..ItID fllJJEM:L~F'ORImfCi1NO~G/o/OVN[} E't1VDfCE:M'JI.S~.ilN:~i"fX;A,l1ONS U's.u;Dli$11N!;~rIr1UIJ!$ SH:XJt.JJ~~~''fi-J(~ PiiK:1IR ro "-"1'1" Nd).Ail r::oHSJJWCIWh, ~4.,~:' . ,~ I-;tt~il ~~::~~ r' 6~'{i;--'- ;~~,~~-,,'" i 359. ,\ 17&L; 2.VR.~. ~ I. J::'r:.-~~"--~'~ , / '"V....,U..2 -~l7 /' r/ -:!,";.~. ~ :~.i! r ,,' NV-T~~~V I .:If. , ~. I FlRsr FLOOR ELEVA liONS TO BE />. MIN. OF 2 FEET />SOVE THE 100 YEAR FlOOD ELEVATION. ~ ~ VI ~ i ~ .. < IE ~ .,~,...~~~~~~~,.,~~~ .>".:P;,- --,,~...", l"~/~~<'-\ ~ [10200495! j - . . - \~~g~~l :;:~~ ~'Z~~ ~~~~ ~~~g ~~~~ ~oo:;&;~ ~~~i?: ~~~; f3 ~~~~.~ ~ ~~~~~ ~. ~:l!:!i~~ u OJ " " OJ ;:;- ..... "' iI~L .. m a: ~ ~ Ii ~~: << z <[ o ~ ~~ %6 ::t'" ~:I~~ - << C I LLI :z: C/It ::E :s Z gl&J~ ~ it!: I!i d La.I-ca:- ~ C If ~ ~~ ~ i~ !&Q.. I- GZ I .J UJ ::> 0: "" o t<<*iItoI!"l" KRG MQ(fil !IV; JOR om NO C203 5~"'~tlQ. 56B90RLS '" N ~ '" N ~ ~ ;to "- J; ~ N 8 ~ ~ " o ~ . t o . n: o . ~ 1 " . ~ <,1 ! iij !5 ~ ):~'j , -:.f:lt.1'\ ,', I I .<1>' \ {r i \ I ! \,.1 41 ~45'~ . \, t.' \ 1'---- ~13 \. -& 'I -. 755:50, \ 1 I ~ !'>~---L--l" I, / I ' .....-' I lor. ~*' , ~ -It' _~- lfi',."'" ,,'~ '?~-' I ,-- . ~ ':11 r '~~~ . ~. ('Dr 1 ~~~r/ _~~I_ po 1 ~-i? I " '^' I I I .,..<J; ~ ./ .# \ \ .;,:P oj-- r,' ~ I .i~Y j .J " ~.'" I I, .t:~~ -.(:/~ \ ;. ....v BUILDING A ;. FFE-755.7 T.I:."~ ~_1~5.'Z" 1NV....-,.Ut7SE .t'~' ",- I _ or: / 1--- I 44, :' 75~p-~ ~ ,V] I _ +'~ 1 '----45 l54.5 " "" -t' ~-'-'I :--.J ~>':I ,6'1.' ,c -----'5'3---~ - .. .e I' -i' ~;.. ,. .~r ,). f'l /'- , - J? PROPOSED LAKE N.P.= 744.90 100 YEAR ELEV. ~ 7"1 00 .:;f:' , "6' ?'"! " ',.$ ,'1/" I, .p; '49, , ,'" 7~f5':"", ~ > ~ ,/ :~ I, 'I,'t,..."" __1_: : l r iF / ~11'}1r ~_~ ~{,\l, I!, ...1. ,~.\I.c.oOI:J,-In . ....;i~i~::.t,!.:.:~-- !f~~ "'JI~"'''''','Il,l' r I - "c._"'~ I';' '1' ,,", '''''',-7~!lo. I I' 11 ~ ~ I' ,II\;!;\'\"'" ~~ ~~'l ., ,-' I" ,11'1'11 . ~: \,~. .' ,f; \,r.' .... ",' .' ~' ::~r:;: ~ \ 'I: \\\1' l:il <~~ ' ",{" ~::.~--~ ~. ~-~~'::'.' <: -- .~';.;;"S.. sL . ..~-";,>: - J~ ~~~7i~~~'-.. ~C: I - -~-.:.. -, I -'7~1.5- ~ ~ { c:> ~-;~~~:.:~ .~~,::~ 1'" ,. ~- -:;---..-,,-----;. ~._ _~~~~..---1>--:~--'-_, i .f-:_ ,1;/" L ; I 53;- 754;5 _.~ 7 ~.- . '~.! ;;p~-- ~t<~" , " -~'-~ 'k~ -/'.. !,""c-U . J i "'-" , I , 1 ,i!;' I [ , ,;:::~. ~. ,I' '.\ .s" .. "",if .' ..i;'~' ",.; ~ ,.' , ~.,. " I /",. ., " ~"'--- .;, - -..J:- BUILDING A "'~ FFE.755.7 _,L 1_-::'" -, i" .. 1-- BUILDING:A ,FFE-755.7 " ~: ~{3e9 ... .<' ~.:,; __",fl I , ...,;' I I J ii', .~ 'T!.';.- ~I -~... TC-'''\.- ........,.&II:~ 1;::'"1''-- '--:::"" t I ~..;. rL 'f" .i!- --P--- -- . ~ <i5' / // if / h/ J. -~ ,. ~ .t .~ -------- / / ~- \,'/ h 1"' .;:1' ~" -:?'.... " ~, .--.-----. ". 21,51;1 -/'::".. ~1-I-t't;.:l'I ,~_ ~ .' " " k;'1 " .rl..---. -, --~... BUILDING A FFE-755.7( , '" .f '''-r~(;7 .T.C."]~ WY._,"'':<I: , . '\', " ~\ ',.-'-'r p' J~~S: ..~ ~ .,. ! .. "(:t, ~ L';'" ~,- -Ii \.... ~ ~ ~ .,' BUILDING A FFE-755.7 j'!-" .F ,. "" .;t.- , I ....~ " " '-------r -; ./ ;' 'Ji'~ <",' ~,"' ;f~ r '" -' , <f " '~'- "f! ,j/' ., " -~- -{'~ .' ,~ '" .~. , ';'s - .;. - j...... ":"-i\:"~ ',\ I.S' ~ - C:' <} "\ -; ... '~ ...tt y _______w --.... I 1.{.~' ~. of.....;,!-=!::: :~_~___ -y~___~" ~ - ,./'i-'...1' #"",~./.'; --r---~;;----o_-.-~~_.~ _ ,..- .'t _ i. .......~__ :~->~ -- p.:!.t ,~. j :.;~;.:'" ."f-J,~t'r-~r--:--;:<,~T ~~,~\~t-~~~'~~~.:t==~f~~A.'.:]~$;~ =- -=-,'~:~t~::~~~~~:~- _ ",.J. _ -= . .. _ __~,~,.:-~~ ~~..,.. ........... ~ -",<<:,". -:? << "' ( l- r , /;rc- ,"'- ~- , :--r ,;- ~- r-- i 1=~ ~ %6 ,~ :)0 Q. D.. C):a ~ Q I- ~;I~ GO is cts:r: 8:i ~!i! ! 0.. -J 5= pj 9 !!!::I . ~ Ii 3 o L&I <- Z C 0:: ~ HfIUY_sm; ti a.m ~,- =._--~ ~ ~ ~~rJNJffI5Pl.1'.'1'~5'5W '""- ljPQ.I.AEJtNE~f.'ItIIrJENeE(~...,trvJ notlirn.t~..d/n,Irn1nJraJ.u..~..m..:..oi: n>f#, tT~~.)hIlJ "'/it SP<< ~ ou.... AL$O " 0""" ro- "''''''''' ". ... ~ ~OJ5l1N(; ~ /.lRt.mts CALL 2 WORKING M)'S BEFORE l'i.l(.' f)(G !iHCAJW IC VUfIRCIl B'f" mE ~n.::t~ 1-fKXJ-382-5544 PRIOff ro N<< AND .4U. OON~ "'" rw. fl/ff PC~ IMJW.J,!, 5'I"..Alr UlW }{'8- r-.28 iTIS~71f'f'u,wm,n'CoIJ,I..l," ~1U)m:tJiJI;THE~ /..fX;Il,TJON!:iERWCEI'Ml'(2)~ lH-~ 8UGf?F ~~. t.alEND - f!t'fi:~ .ot1."" # ,~, I ~~O-"\~,';]L~, .u I ~,e7 .... ......~ltf;\.....: / -..;:.,J?1';.I.~ T(;_1!\.2.00 . ~_1"i40lJ ..,.,,, (""" \, < ,'~\ ' _ ~ _ EXISTING CONTOUR -.- EXIST1NG SANITAR~ SEWER - -:- - EXISTING ,TORM SEWER IlBlI PROPOSED GRADE --- PROPOSED CONTOUR 1II PROPOSED SANITARY SEWER - - - PROPOSED STORM SE'!.(R -,,,- PROPOSED SWAlE f~~~H~ ~lg~~A~~w~~ ~~~EJ~I~~~)"REAS) w o BUILDING NUMBER PAD ElEV A nON ~ , i 'i' 1 - 11Nt"fl "" ~ II"T. NOlE, TOP Of FOUNDAnON" ARE TO SE A MINIMUM OF FlFTEEI'I (15) INCHES ASOVE STREET GRADE. TOP OF FOJNDA nDNS ARE TO BE AT lEAST SIX (5) INCHES ABOvE FINISHED GRADE. ALL PADS SHOULD BE lESTED TO ASSURE A COMPACTION OF AT LEAST 95 PERCeNT OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST METHOD, NOTE' ALL OFf -SITE DRAIN IlLES SHALL BE 11ED INTO lHE PROPOSED STORM SYS1EM OF THIS SECTION (WHERE APPLICABLE) EilR1HWORK 1 EXCAV'A.i1-ON fl., EJocovoted maierhcl ttl(:l't 1:::1 Bultabl. m-c:l)' b-e used for tills. AJ1 un1i:uiwbol. m-cl."rlal ClTlod 'Il~ l\lfpIV'$ 'i!xco~':rt90 m.;Jterial f1Qt requ;,--II/>d sh.,J, be r-efMo* fr(afI'J .\'10)! !!:itl1L 8- P'roYidll lJJld p1llce o]ny IJdi;!ltiO!'lol tDl material from ofbitoe as mQ~ be n-el:~IlIQry tq ~Qo:lJo:;e the grade-! f&qtlireO en ptllns. fil oo\.e;r.ec "/rom o1'fsite shO]11 be Q~ clulliiy <:1:$ speclne<:l 10r fll15 ,"*"",In ono the -sc;IIT'Cll! g~prt;J~r;j b,)/ Ih'll [)evBiQpo:o:. II 'Ifill bs th" r~pon:lllbjm)l (of lh~ CooVdc:-tOl' for GrIy (;osl~ f(Jl" fill ro......ded 2, R~OVA.L, OF ffiEES " 01.11 trollol'!l Md ~tump' sl\ClIII ho!! rJ!Imtlve-d frolTo l'ril!'O~ to. ~~ O(':t;Up-le-o b>, III rtK'Id. ~rfQCII Of" mruc-ture ~, TreerJ Ilnd ~tllm,,'Ii BhlJ!1 nut bo burled Of! 1I1t'll. :3. PRlJlECTKJN (N" TREES Ii.. The CootrQo;t,<:lr ~holl, Qt live ..tiroedioo l}f th'll De...~IOJ""r. ende!;l_ to $oJ..... ond l"root'K-t t~, Q1 I'OIUII OIld "Qrt/'J whkh- r;\.Q rlQr impDir- ~on:dnJdiO!'\ 01 impro_m!'tnt!: 1]5 designed. 1;1. In the !!_not l,':ut 01 fill o::~~c-ed:l; 0,5 toot o:)v~f !:tae root (!fe<:!, the De'\leloper 9t!iCIU be <:onsul~ IIIIUh re~N;t to. proto!'idlve m~sur-e to b-e taken, If al'li!. 10 pre-serve !ue.h trees. REJ.lOI/,.l,L OF TOPSaL A_ All topao-n Bhall b'l'l r-ern~'dld from ail ol'eos baneath future pCWlmcrru Ol'" DU~~n9l: ToosoD removQl !!:hall b-e "\0 0 minimum dwth gf ~ mlV-h~ QI" "\0 lh~ ~111 lndio;ol..J In U-"I\I! fji..Q'lljl<;rlmlCof r-.port provid.d by 'lh~ De\lele>pe-r 10 be UCCYGlod or filh:ll:l_ l<:;ptmll MOUI<:: btlt litM</ld 01 (I Ioc::olion IIitlIYC Ii lII'il r'tOt 11'I~lY'fNtI ....Il:n co-nstructjcn op-erallons. Th;'! top:soll shall ~ 'f.rN -Qf -d'l!brill Clnd ~bOl'ne1l. lJ nun[s A. l;lule:1I <<lG reC}ulCllion 9Qvcrnini the re-llpec~i'l": utjlit~ .holl tol' ~",=r\.l'Mf in e"O!!euli"Q aoll ",ork l.Ifldoe!' this- section. D_ It shall blll the responlllbillty of the Conlrudo;- to delermin'll u,. Icx;o~n:", of ...i,.tiR., ul'lde0f9r(Jw'ld utilltfes 2 ,"OI:'\o.in~ doys pri<< to cO(:'\mer1cing work. tOf utility Jocllli(ln~ Ie be I'r\I'l'r1c:ed c-all T~1 fr.ee 1-800-~2-55'1'" within Indklma or 1-800-04-28-52.00 ou~d-e Inrilone, 'SITE GR....IJING A. 0<;; ul;1 C\ltlinl\l filifl';l. >;:!;I'l1pgclirlg c-r filii !;rill rl;P.ll;lh "rudirl" f='o'olire\J h. I:lrillg -':tltjrc prop~t Qr"<;I to ",ubgradl!, 01 -31->0." On th... dm..ng E. The tolerGl'1ee for p.o'J(!(l 01"<<15 st'l-oll nc-t &lItcMd 0.10 feet 000'09 &s1.abll'Shed s-ub~.--od". All olh'\ll' -ore1:l'll sJ-ioll !'tot o:xce-eoj 1J-10 f",t plU'5 Of minull' tt1~ estal:>!l$he-d WOOl!!, Pf"QV1,joe rQ'.mdinoge ot ~op QI1<i: 1wtt:0\T1 of Don;'! and olhe: brMk!'l; ir. 9md-l'!. C'. Th~ E:t1';Inet:r sholl I:lo!! JlCJWl.ed wh~ i:h.!, Cool:roxtor h05 rec.:hed thoe tolt;ra'lU' t1~ :stoted ~b.ow-. M thol field me:asurementS- aood lpot ele....:ltlons CIJfl c-e veritie-d I:Ij t.t1.c: Eng!nl!le,r, Thoe .:..n'lraclor ..mall I'1oQI ~..ve- hl~ l1!qIJlomeflt fro;:!m the l;:Iie \JnU H-.e Engineer ho~ v...-lfiet:J Inot u.... Pb m..l. lh.., db",..." tlIlH(ll't(:e FOO~\fAA1H~1:< BENCH~ARKS A STANOAR"D USGS Dl'Sl< 1N CONCRETE STAMPED -95 RHP 7521951- Ai "THE NORTHWEST C(RNER Of l.wTH smF;(T ~V -NORF"OLK AND 'NO:5TERN RAIlROAD, 16.:5 FEET HOO1H OF 1H[ C[NTERU~E OF 14-5TH STREET. E!..f.V,I,TION: 7!'i1.0i-5' (NCVD 1'!l2!l) TBM i (fS-C F'F!:OJECr Nul..I6-EF: 5271:002,~ ToP of 1Hr ~1 ANCHCfl BDLT ON ~nAl iRII.mC PCX1:< SW, OOADRANT OF' J'I6TH S.TREET A1iD RNER ROAD E1..[VAllON: 76-0,79' CNCVD Iga) s << A. T€W~ARY SE.Nr;Hl.I.oI.Rk'S 11W. I A BltO/iZE C/lSC SET IN THE EASTEWi H(A[lW'-'Li. OF A CUL'JI;RT, ~"5 FEET SOUTH OF THE ~DRTH END Of HEADWAll., SAW ClJt\ltlH IS AlONG RIVER RDAIJ AND' 1100 FEET i:. ,""OO11-lEAST Of' lHE: OHRo.liCr TO PRAIRIE TRJlCT [tfloC[NTAR)' SCHOOL. DISC STAt.lPED "HA.1rA 25 195". ELEVATION: 7,*-g..~' (tJCI/Oo 1'929) ill" , A COPf'l'E:R\Ilt11l AT THE RM!US F>OINT or .-.RCADIAIi CCtJRT. ELE\'A110N: 771.5'1' (NC....tl 1929) ill" , A AAIl.J\OAD SPIkr SET 1 FOOT uP CJ\I iH[ sault! SlDE ($ PO\If'E:R PCt.E ,""UI.IBE:R HI..! 14:261. 20 fEET S-Ci-UTH or SOUTH CURB OF 1046TH 'STRE:E:T, 1'5[) FU.T ::t. EA.ST [T Ci-1ERi<Y TREE ROAD [L(\/ATlOIII 76.5_04-9' CNGYI) 1929) TB" , A :R,4,rL.J;:OAD SPIKE ~ I FOOT UP- ON TH[ SOUTH SjDE Of FO~ POLE NUt.lBER Ht.! 1421~, 2Q I"[[T soorn OF SOUTH CURS OF 104-61H STREET, 830 FEET :t.. 'IoEST or GR:["r'LAN PU.CE. ELL'JA-nON: 759.7)' ~NGI,'[l 1929) TB" , A COP'PERWEJ...D AT ttlE: CENJUlUIIIE INTERSECTlOO Of SeTTLER'S FllC~ MD ST...CHOoR-N COlJRi, ELEVATION; 7S7,7S' (NeW 192.9~ ffi" 5 A GOPPERWUV AT THE CCNTE'RUN[ INrfRS[CTlON Of' '5l:TltfF(S RllJGE -'NO PL.....'HAnON LN'tE. ELf'VATlON' 773_87' (NG:VO 1929) lB" , A. CDPP[I1WELD AT THE R,fJ)ILJS POINT (If PECOS COURT_ ELEVA TlON 77C.7e' (NGYO 19ZQ;' lB" , A C:OPPEflWELD AT THE CEI"iTERLI~€ jfolTEF:SE<<:T101>1 OF tHER?:'i" TREE ROAP A~O KLJ~r;.[NSMJTtI 13L'wV, ELf VA nON: 17;5.6e' (~G\{) 192:~i NOTE: CONlRACTOR TO USE "S" SORROW FOR GRANULAR FILL MAlERIAL, (NOMINAL SIZE OF l/Z" MIN.) ~ ~ ~ ~' ~ ",~"""~,I~;~I~~"", $"~~~-~.""''''-.'-,. 'i- J~ l '/P:;'~':: %, ! i 10200495! ~ - , r ~ '\ l>.... Sl,1,nO~ ./ r$ j ";::jj/!J/;c~~~/ ~:3~ ~l-g~ c5o(~ ~~~-g ~~~~ g ~~~~ S ~~~;7l ~ ~~B-o( Ci ~~:~~ ~ ~~~,~~ ffi F ~~~~ c,,'I iI~L ." m ': ~ iij i~~;; !: d '" z " o ~ F1RST FLOOR ELEVA nONS TO SE A MIN, OF 2 FEET ABOVE THE 100 YEAR FLOOD ElEVA nON. C204 s '" ~ ..oe fiC_ 56890RLS ill i8 to! ~ ~ ::i .. '" .. ::: " ~ ~ o . .. I c: o . ~ t o w a; ~ ~ . ~ i5 ~ ~ iri ,~., fl' 9' ~.-- ~ :~ .-#" r"W i.I I \ i <i' 4{.:: """'. .~\ 1 \. 1-,,",:: "-- ..J'''t' ~<f' ~ -- ~~I , "~-' =-..: ----- ---<t~ / --",,' PRDPO!ED ctlEMY lREIC IlCllAElWID _/' I"~ ,---- . f~~....... .--< ",:" (.~ \L ..e' " ~ -- '- - 20 \:;:' -'755.0~; _ 19 L 755.0 ,,9 - _ 18," ~ :-~. ,- 755:0 , ;;:< '- -~ r ,~ ~">l ~; 1 ~,.-'-". [t-' ,..--{-i,' ~';l=- 'M"tI'IlIl ~_.?_< 5'- ~ c' , .....,.. I ... ---1 . , I 1-- '1 :-~ j; ___,t'> ~-- ] '-:'; - ~ /' ..; ____r" BUILDING'A FFE-755.7 ~.'~' -:-! J. ." a.:'.1f' <-/ ,::,,' r,> J, ~ h;.r.- L ! :- :1 !I ..- --, ~ , .;.# ~..;;; ,/ ~2-.._<t~ " . ..L .....t.' I ,.;;,.... 'j , .,;-:i, 1-'-...; . .-f> ~~ 1/1 ,~ ..".,' BUILDIN'G A FFE-755. 7:-, - .- ,4" " <! < p r ~: /~ ~: ~{~ ~' "";:..... _..:'i' ,. , lo(:'~ ts.~" -r;'~ ...;-1 " -~ {O.. of: ..I ~. '" -\ "\ \ ,> ~.: . < ~\ - "-''':1.~ .--....'.-750.re > I .. -i"" -""! 'I'~ .' " i}. .'.~ r- Ir , :,< I +- ~. 'I -:-1'0 I I -:" --"('j . -.---1::: J _.:- r - <i - -I r-' I ,. ~, ,- ./t .-r.-{:.. </I " ~..r' - ~~- /}i' < --~"~' "o!'..... ...?... .0' ~-.!--- BUILDING A FFE-7~5.7 .(Jo~f . 1----_ .V' 3' 0:.: // .-~~C~. ~~~~).::'''' f' A '/1' \ )' ...~~1i> " .', 1 .. ; ,,\ ~,~ I 1);'- r i 1#" r.----) ", - <~, < <""- / ~f.."'; ~ ~-/ ~~''''''-~ I -,~_.--' i. '"' J, f ~ 1....- V-<' ~4: r ~ ,< i / ~ J y.$/ , . r- ;;: / ,'~ , I I A' . I .~~-:~~~~=~ .I' , / / r .I /. ~ 1,'-: "\\~, ;ir~/' /I.~ ~ .' !.' ~J;;:: / ./ /' /. 1 . J..' .' I ! "j' r,~~ '4'~': i- r-- ~,: " , ",,' I I I " $ I ~-~-------:' ~~~ . -f"" d )r f:: I '" ~~,.... .'~'" 1 Jf /' '---~ ...l , ~ :~. ,.' -/?.:t '>, ~~ -~, t.. _~. i)~ ~ /' Ii' ,,,,,,,-v,, " :/,' <I' ---------. .---.: Ii ,,' .'" ,~~ j' tl, .~~.. 1:::'. ~." ~ \ .--:-'- \ 1It-;'!"- L-- .' ~_-~.if/ ..------- - -";:f 7":~------ .~-!"'--:.. ,I .!, ~.~ .",,- ~;-- ~~ I' < -" .-, {o..~ .. ,/ I A~~' ro':'';' /' PROPOSED LAKE . N-,P,=74~':OO i 100 YEAR [eEV.~ 751.00 f " '.....-, ) .' ...;. f j~ " I ~ '..f').... I I:Y' .' ,.,::* . 1'\ '''!:Ut: ' ; I~ , ~ 'i ,~_._~___ I'~ I --- +. " .J' r'~' -- I--._--~ .' -+~;~ - . ~-~~~ -- J ,,' -'I ,. l..i'-' I" i I " ... -~~ -~ ~# ~j /,/: ,-;!> LEGEHD _ ~ _ EXISm-lC COIHOUR EXJ S TINe SAN 11 ARY SE WER EXISTING STORM SEv.ER PR OPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARy SEWER PROPOSED STORM SEWER PROPOSEO "WAlE ~~l ~lg;~AgYiwi~~~~E~~W~~)~~) . ;:- _ ~.,,, ~..../ -----:-...--"'._ ~ _ ----2:::-, ~~ -t::"'" _----....L..:--" 1 =-<.'- ~ ~ -----1'7,.., ~-- ~ p---" .~_. ?B,...;. 27 . ,..,.:, -' 24/'..p-/' 23' I~.O .' _. 755.0 .' / ! 755:0~ --,,)755.0 :r-:J ;'+-.t.-<=;J~- ~~/,"'>l f - . i'J--... .. , ,,'I .> I \ /"" _ '~~r-- -\ .'..... .1'" ~'--;I .~. L."/; ~ .' ~ -{" 11.;\1""' _ it ". "'1\ l--~~ ....., i'/' I ~"l I, ~-y<--! 2: >.. (251-.: --;=--j ~2 ,{ 5- , 1 : '"754.5 - I - 754.5.., :' -7' 54l5' L C,/ ~ '7 ,>\ - / $'~ 'J; \ I. l...li . r f~ I /~ .- 1_"1 ~ [ ...!;:io \ I ~ - . n.~'':'''': .' - 1:-" ~ r--/ '~. ,.', .,.' 'I'- I 21.1" ) / I ' .'",::-- ""., <,: .~:llt~;. -' 754!S- / I I j "..- ~,...t.M'tt: ""~, lo'I"',-7~1J-" .... j;f - /' J I/'. .~. /1 \ ./ ..f,..... I'''~.G.~''::.-~ I. ~;:€:."~~ 0. ,I, ",' 'I ";;j' i>; "':~I<'t"'.",.-:.! 110,25' ..... ~.i ....'" "- ,~~l::.;~::?:'~jti~' [:i~ /~ '?"':'I:--)t~;i ~5~5/'? ,- '.- ' ..r;' ~, - ~~'!~~:t\~i.;>'J,&; J. ' \~,. ......_~ ,.' \/ , .1\ .,.; \ .. ~'-lII.l. . ".. ~~~.... ' -~r.- ~~~'oilil, -- ::<," ~ \ :'It!',/ :-.., ~ ~\5 ~.~~ ~ .. .' ~~ ~:rn:l:i; ,/ ~ .~ IBIDI --- Gl LJ BUILDING NUMBER PAl) ELEVATION , " ....J I lIJl"CH...50PT i r NOTE: I TOP OF FOUNDATIONS ARE TO BE A MINIMUM OF fiFTEEN (15) INCHES ABOVE STREET GRAOE. TOP OF FOUNOA TIONS ARE TO BE AT LEAST SIX (6) INCHES ABOVE fINI"HED GRADE. AlL PADS SHOULD BE TESTED TO ASSlJRE A COMPACTION OF AT lEAST $5 PERC!:NT OF TIj( MA~IMUM DRY DENSITY USING THE STANDARD PROCTOR TEST MElliOD NOTE. AlL OFF-SITE DRAIN TllES SHALL 8E TIED INTO THE PROPOSED STORM SYSTEM OF THIS SECTlON (WHERE APPlICA8LE) .< ~~,''1 ,<7 " -' t" .? .,..r:: t~'''' EAAlHwc:m:; 1 EXCAVATION I A.. Ei(cClllato/ld mai-llri(ll thoOt i=;: ~LlltClble'i may ~e Ilwd Ibr mlw, An IIIlsuiwt<l~ rr.o:;rt~ri[]1 (In.-l 011 surplu!!o li.'lCQ'Iotvd moi.ll'ric.1 n~t requi!"ed !ltT,QlI bot! ~1'!"1~ !rom ttle !lute_ B. Pr.o;.ld-e end pj-ace <lnj' oddlliQl'1<:11 rJ mlJ-terial FrQ/'JI O'"ll4.i~ as ma)' ~ nec~"Q')" to pt"oduc.!l the grade:!! r~q:lJlre1l o-n pll:rl$.. fOI obtai'1e(j 1'rc-m offslte shall be of <JlAoll1)l (,1'0 5pedfi&d f~ rill$: h""r.ln -Ofld the SQUfCe <IPl)I'oveo b,)/ {hI:! O...Blap""'. It ....ill bll trl~ ffl11:u:....!ilbi!lt)i of th-e GontMc..lor tot' C11"1j/ c.oBt~ i'or IiII "",edl:Otl 2. FlEf.tOVAL or TREES 10. All tt~~ rJr'lL1 ~tump~ shell I lJ<! r.eml"l~ frnm ~ClS to- be ocwpl-ed by a road S'.Irface 'Of structure or&CI. TrIMll IJnd llhrm~:!O 11I(1011 noA to" bo.Irllld ~ :lIlt-e. PR01Ecnoo IT TREES ."" Th. ClO'nb-GIl;~or ehctl, at th~ <Jrntbl cof th~ ~velop"r. .,....d".o"<"" tQ g.o'lle Qrlel pm-teet tr~~ tlf valtle ond "'(Jrtt1 ...n~q, do not implli.- C(lI'l:!ltructiOT1 of impro~Mtt; 05 do/!Gigned In th'l! 8'o'I!nl cut err till t!::r:.:;ee.:Is D,S. root (J~-r tilt. 1"'001 OFM. the De~~er sf1cU be -consulted! wtth r~s.p~tl to protediw. mjffi,Urll to be taken_ If an)'. to pr~r..-e ~cl1 tree~. REWVAl OF TOPSCR A All topso~ shllll be remo* i'l'cm oll a.-eQ~ beneoth Mur~ PQ~""~'" ...- build.og. Topsoil rll'mO"<lol sh-"II iw ~Q OJ miniml.lm d'lpOl oj 6 im;:hlN Ql" -Lo th", d@pth illdi(.~to!!d in th& geote.ci'lmicl'l~ report llrl:l~idect D)I UH. U(lVlllop"'- tb 'be ....".('''O'\<dl~tl M fj".IM, T\'IP'so-il Mould be Btcred qt Q l~lion "hllJr'l II 'NiX not int<<i-ere with ccnstN-c'\l-ol1 cperati-onB, Th-l:l t~3f,JU Vllllft l>-e fr~ of d",l;>ris <;Ind ~t("'''-5 UTlLJTlES. A. ~ul-eli: clnd r~ul<ltiorl 'iI'IlYefning the resp"!"::ti..-e u-Lni'y ~hQ;11 t,.. ~"",d ... ...",cuting oil -wor-k u.,<:ler th i:9 sec tioo. ~ It ",'flail be Uu rup..,.,,,,lbi1l\y uf t~", Contractor t~ dolller-minl' the locolicn at al(i3tin~ undengr<:lund u'llitl~s .. ""orkln~ d(l~ p-nnr ic eommeming wori\.. ror utility IOC\ltloM tc tl'l! marted coil T~I rrW 1-800-Je2-~ "Ulli" Indkln<;ll Qr '-OO-O-"2a~5200 oubidt iMicJr1l1 6. SITE GR,I,[llNG "- ~ .:.11 CIIltin~, fl'ing, <;UTlpao;lifl'l ...1 iii! cnd rouqh '}n::Jdng ,.,quir'&d to ttrln!) o-ntirc I'f6'pCt oraD to. g,Jb~roo.. ."" y,m.." an u,-I: d/"(llio'in9. The tl:ll-erenclJ tOl:' PQY8'J Q~I;l~ sholl n~t ""xceoed 0.10 ~",t .vOl.'!! ~.(lbli5/1@(1 "ub~rtId~, All oUlet orans shQlI not eli'Cl(!e-d 0-,10 teet ~ll,l'" '1)1" rnlm.J8 tho!! I!!:itobl[~hed lJ'ooc.. Pro\l1de rl:lundln9s IJt tql wtd l>>HOIn of b-otlb end other br&a~-s in ~ra.de c. The [n91n~er' !.holl b-e l"Io~I~e.d wile., ttle COl"ItrllClc.r has rCClched the toler>Jlce Q$ 6tl;l~1:!d: llbow, !tl that 'IloId meQ-:;ur-emoenh O7Id spc"\ e1~tlOflS cur> t>e I....'UI" by th." E.-1-gir,,,,...r. Th~ Contrac-1or !hall n-ol r..-ngye hiil ~"iprne!lt 10'01'11 lh~ 5it~ until 111e Engineer' hc~ ....eritled thot 1he jcb me!!t~ the abO\le toll':rOnce FORl.I\EAIHHnRK BE.HCHI.lARK'S A. STA.NDAR() USGS DfSK. IN calCR-ETE STAI.lP[[) .-g~ F:HP 75,2 1'951" ,f.,T tH~ NiOfl:1HWEST CORNER or 14&TH STREET A.ND NORFOLK AND wE:STEfiJo.J -RA.lLFlOACl. 185 FEET NOR~ OF ~E CE-H1ER.U~E {If 1461H S'&EET, ULIIAllO/": 75\.4(;' (N:G\'D '929) TSi.t 2: {TSC F~MCT JoItI-mEfl !5271.00:ZJ ref' Of TliE 'ftE'ST ....No-tOR actT ON ~ETAL TR""mC POl[, 5W. OUADRAH. OF 1-I6TH STREET M1[] HI'oUi f'l()W. EUV~lItJN: 7f.itJ.79' (i'.IGW 1929) S & A TEI.lPQIMRY BEI'lCH~.~S: Th"' ~ BRONZE [}IS-C SET IN mE E;.STERN HEAD-WAU.. Of A CULvERT, 2:.5 FEE:1' SDuTH CF THE: NO~~ lEND Ol-~ h'E'.".O'llrAI,L, ~~[~~':~T~~~ijOI~~T~~~D ~H[lA~1~ ~~~.:i:.. NORTHEAST OF THE ENTRANCE 10 PRAIRIE ffiACT ELEVAllOH: 749.52' (NGvtJ 1929) 1ll" 1 p, COPP"ERVl'ELO Jrtl THE R.4DIIJS PDIIH OF ARCADIAN OOORT. [LfV"T10N: 771.5-4' (~Gvn 19Z9) 1ll" , A lO:AIU<OIo,C> SPIKE S~T I ~OOl lJ~ ON THE SOUTH SlOE [Jf' pa'l'l"ER POLE NUt.lBER HM 11-251 20 FEET salJ~ OF SOUTH CURB OF 146TH STREET, 1150 FEET :L t:AST 'OF CHE.P.:RY iREE: ROAD, ELEIf.-.1101i: 785.01-9-' CNGVD I'El213} TB" , A R",-ILflOol.D SPIKE SET I fOOT UP ON TJiE. SOlIn--t $IDE or POWER POLE IiUt.lBER 1iY. 1~27::S, 2l:l FUT -SOUTH or SOUTH CUfiLl Of 1-4EiTI-I STREET, 530 FF.ET i.. WE.S1' OF GREV1..-A.H: F'\.).,CE. ElEVATION; 759.7J' (NGW W29) "'" , .", COPPEFlWELO AT THE CENTEfiLlNE INTER5ECTlGN OF SETTlER'S RI[J{;E AND 5T,l.GMOFlI'l COORT ilLVATlON: 157.78' (NG:vD 1-92-g) "'" , A. cOPPfflilfEl.o A TTl1E CftHERUNE INTERSE:CllQoN or SE:T11..EFi''S RIDGE .AMD PL4NT,IoTlCN l"NE [U....ATlOf,l 7H.a1' (NGIID ~92g) l1l.7 ^' C:OPP[flWUD A.T RiE: RADiUS P'OINT c;K PECO'3 COURT ELE\iJo1l0N: 770.76' (NC,\'D 192.9) Tel.! S " COPPER'bflD AT TJ-iE ~NTERlINE INTERSECTION Cf (;hER-Rl' 'fREE ROAD Jl,~D- KLJNG-EH~ITH BLVD. tLE:\iAnON: 77~.ES' (M:G'yQ 1929-) HDID' IIOlEI' smr l- n ..,.. ~;:' C4U. 2 WO/tI(IN(; lMl'S' BEFORE l'tIU {;K; SHOi.JLD 6F. 'r'mlnW iU Tff!: 1-800-882-5544 PR'J()R ro Nff AND AU ~ 041.1. mlLma PUr ~ 51",o!'l' !.1W ~-'-1e. IT IS A6AJNST ~ ~lr n;I EXOlIAl'! ~NC!rF'nNt:'1HE~ UX]AJ/{JN 5EEMCE f)I-!'} (2) ~ n4)'SIJUlJIEClJMJotElK:iNC~ NOTE CONffiACTOR TO USE "B" BORROW FOR GRANULAR Fill MATERIAL, (NOMIN^L SIZE OF 1/2" MIN.) - ~ ~~rZ~~wQ IJPCN~Mi'JiIMI~,r~.w no("'"'!t.d'fu.lJJOJ]~Ji1Aoi"',"""'-~.<l I.,--tJii~}AJIJ ~/obIl"'~ ,;; 8 "' ~ ~ ~ < > ~ ~~~~:'~~~?;;:;;;"I_~ / "),./~..sr~~"\.z-~\ ~ (1)~'~ ~ \~~~~~~i :;:~~ ~j-c:~ 8;<{~ ~~~3 ~::;~~ j-lI:::c/l;>- i?~~~ !;2~~~ 0015< ~iOl~ 8 Ct:ti~)-....: c:: CI~~~5 ~ ~~~~~ ~ '" '" o N ... N ;" iln~ .. m Ii' '" I U i~l . -< Z --0: 15 ~ i~ ~Q. I- CDffi I~ d ~ :z:1a.I C ~~ :E6 :;)0 :115 ~~ ~ en C) Z o Zar :5j bJ::I ii2@i c(- s:m i <C !oJ ::l' '" <1; U flRST rlOOR ElEVA TlONS TO 8E A MIN. OF 2 FEET ABOVE THE 100 YEAR FLOOD ElEVA nON, CJ--IOXED81'. JOR ,~ C205 5S5"B9'O N"J S ~ N '" ~ O' ~ ~ ::i "- "' ;.; N g ~ , o ~ rn t rn n: o . ~ ~ o . ~ Cl t ~ I :r; <Ii ~ J~_.. BUILDING A FFE-755.7 ~/ ]. J IILDING1i. =E-7,55.7 x) ~g.~"". '.c._~~r.ct ~" ...- -'__-----i .~-_....;,"". -_- -:i-_t!-. ~~: - ~---- -Y'-~ " ~ ,; "' r.=-'=-, i~'l L..~ , 1'4 'I 754.L "'-~, ~ :. -- .;:~~ ". -~----- -..~ , , ,( " , "". 1/- . ,. '1 -# . _,I' .. " ,~:!'~ -" ~ 'i~ ~l.:--_ _::~~ ~..f: " v , / BUILDING A FFE-755.7 ,~. . ",';0'" .!!; .f ~. .' -' -too" , .-'( ~~~.l~ ,?'~;' . .' !.i-t --0" -:.: ..;t" ., ~"'. .., .'>- i"i. ~__~~ I ~.~~ ---' ~ " . '" -' -' t,,,l ~..,d BUILDlNGA FFE-755.7 {f' ., U Ja., -~ ,8 _ ";r7p_~,5 " ~:::r---- 9 754.5 -~------n . I i \~> ;T,e..;~.fl tN_..,..,~ \ . '\ .~ -\ ,. ,~} >,,;: 2 754.0 _L_~__~_~__~__~__"~ ---.:....=:::__~_......==--<-_.:=-:::_.___.;l-;'==--_ __--' -_"l. .J."~- r~ .~' I ",1- .,. / / ! .' " /~:Y' /,1 ~..>;-j i I ! j~ / '" ...;" "P';: ..'" ",,' -;--~- , .) "....'1 'I . " , -tic..... ~ " .~.' ,. 4. ;~~--- Ie" :' ",,1l."~ .:r " I' f! ~'" ~. ~-"'" /f"" ~. PROPOSED.' LAKE N.P,I;:: 743:00 100 YEAR Eliv.~751.00 -.- - -~,~- .1. ~l ~~-_~~.:t "" ~- -:1.- ",.,,,, ,JIJ 1';;;,\ I'~ -/ ~ I d ,.it ,iff I ,.,."",.~. 11rV.-7~'" ;t' 3&1 " . \.. ^ ;t' -'.. .^." " \.^/ ~, -" ,>.'-<p "~f:o.~ 4 '" ,( ~-_. -,-;-e-~~ .. ".. / ,.-1 j.' .'" 1. "754.0 .. -1 ~-~:-;:'~~~i~~~~~~ .- .", :::~~,,"~-c~~';;~~ .J2~&7"{ :~~~~:.%;,) ";.~ ."~-/-:"'T'.-- ,1.7 _ ~" ~ IHG ~'';' --- LECIEND II E:XIS~N. CONTOUR EXIS~NG SANITARY SEWER EXISllNG STORM SEWER PROPOSE:D GRADE PROPOSW CONTOUR PROPOSED SANITAR~ SEWER PROPOSED STORM SEWER PROPOSED SWALE PROPOSEO 5' SIDEWALK (BY HOlAE aUiLDER) (OE'\U..lJPER Sl-lrlJ..1. INST...LL Sl[lEWo'\L.X;S .\L~~ .-.u. COhl~OO ~s, .I. Gl L:J BUILDING NUMBER PAD HEVATlON NOTE, I TOP OF FOUNDATIONS ARE TO SE A MINIMUM OF FlFTECN (,,) INCHES ABOVE SlREET GRAOE. TOP OF FOUNOA TIDNS ARE TO BE AT LEAST SIX (6) INCHES ABOVE FlNISHED GRADE. 1 h , .J J J~CH~tiOFT. i ~t-",;< I~O~,,, I ' r.? ---, ,-' r / ft' ., ," ~\. \, l' .\ " \ -?^> ...- .. ~ ..us.Lr ,.....//. ~~l i .-'!04.~. .,.f" ~ ,:,>1 ./~. -- .... =~ ,:" _,I ~;~12 ,.' ALL PADS SHOULD BE TESTED TO ASSURE A COMP,CllON OF AT LEAST 95 PERCENT OF Tl'E MAXIMUM DRY ()ENSIT~ USING TH[ STANDARD PROCTOR TEST M[1l-<OD NOTE, ALL OFF-sm: DRAIN TILES SHALL at 11ED INTO THE PROPOSED STORM SYSTEM OF THIS SECTION ('M-IERE APPLICABLE) ..:;.- '" EARlHWOfO,K 1. EXG,Ilr,'IAflOt.! 01. [n:",...,tM M~terial t~ot Is Bult~bl", mcy b. uHt.l to' ~II$, All u""uitobh. mattilal OM (lit ~urplv~ e..-ooVCII..J m\Jturjd [lot r"!qui-"" lIh-oll b& rerTlDW'II3d from It'ltl site. . I EL Pro.,;dc- oM pl(la- on)' Qddli,,"cl ffil l'l'Nl.ffi~1 lTom ~t~ite <;l~ may be neceS:sor)l to por'(I.:1lJce the grod~~ rel!uiri'd M pllln9" FIH obt(Jil'led from ()nlO'~e !;h'lll be ~f qUllllt~ (1$ 'Pedfif-d fO!" r111~ l1eJl!ir. I:IInd the SDUfc9oPflro'w'Dd boy the t\ewelo-p,;,.,! ~1' otill bo!r tile r~spC>i"isibillty -01 tne Cc-ntr<lt:t-or- for any CQe:t" to;lr fillne.edl!d REMOVAL ~ 'TREES A" .1..11 tre-",!O (Jnd "tllMfI~ M~II De rtmo...-ed rrom Ql"e\lS tQ be lKc~lll~ bv Q rQl",Jd !l:Urf<lao 0( ~lrueUJre orea. tr"~ and IS-tulTlJ'S ihOJlI not be ~rl~o;j Qn &Ite ",OOlECTIDN OF 1REES A.. Tn-e (;l:lnl.rlJ'ct(ll'" 5I-ogll, <ll the dir<<tioo of the De\i$l"'l'er, Bil.clo!!ovot to oo...e (md prot~l trlJ'll'~ ~f value (Jnd I'!Iort!l .,rhjch QQ ..01 impair con,~trudlOl'l I)t imprO'>'ements (;IS duj9oed. If! th~ -event cui or m ,.,~c~s 0-,5 1001. ~...ef the mot erea,. the Developer stIlJ!1 ~ CO<lwltoed .~(h respo!lCr to ptotedl...e rn-I!Gsure tc be IlDItn, If any. tQ pr'l!U~ such tr....:l;. , ~WOI/,oI"L OF TOP5aL ". All ~opIlO~ MI'III I:HI rerno"," fr~ all (lr~<l$ bo.....ll<.>\h Fulur.. pOVOffll....h (Y build'ir\-g Top:mil rerno~ d1ell b-e '0 -c minimum dQ-plh l)f 6 incb,~ r:>r to thl; ~ltI indlc{'lm In tM ljIGotecnmicol ,-~~o;rl p'rQVld..,o.J by tho;o D-e...oper to be In<:l'J'orOtftd or firloo. TOP-SOil ~ho\J1G be stex-w ai. a lowtiQrl .h.,..-~ It ..ill not 1I'ltM&r<'l; with eon~truc::tlcm Ope<<stionll, Th. lq;:.soil 'Ih~ b... frN! of d",l.r~ "nd~ton-/!s 5. UllUTI~S A Rule!! ood r'l!lliuil:flign <;l<l'\I'ffi1iT1.;J \!l~ r-e~di--:: utility !lh,,11 bOl oosdved i~ o!!x&CcUtir\g -011 wert:. u.nd~ lhb. ~eclion. E, Il ~all bO! lho!! TllsJ>I;JI1ollibility o.f tho!! Contr~dOi" ill d."iermine the la-cctia-n of e"ll~tlng un-d@rgrv-I.lrid lJtiJltie~ :2 W-ti!i<.II'I'" dlJ~ prKlr to' commenclr.g 11I'011<, For I.Itility IO(X,llir:mS" to b.e rnon.e-o: call Tcli Free l~aOO-3S2:-55-~oj wrl'ihin Indlo;lT!<;r or l-00lJ-42B-~"'OO oubiM In-dil:l!'Hl SIrE GRADING A 00 -all CI/ltijnq. qling, \;QrTI"QC:.t'll<J- of f~l! ond rOl:.i<)h grndtlg (eq-uire<:l to i:lm~ en~irc prQ~-r;;"\ orco to olIUbgroo.. ,,! 3hawn 00 tho! O"owin<J,- The lolara'lclt '!;lor P(JW'IJ oJfW,. v-.dl not '>>:ceo!!d 0_10 fpet cDO\le ~tt:lblishecl 5ubC)rood.e. All. Cl'tller ar'ill;li!> sh~ll rm\ exceed 0, 10 f,,~t plu! or mln\.l:i U1e estab-l15Md 91'"008-. Pro-vi.Joe rournfng5 Qt to:>p- IJ'nd o<:rUQm of brmks oOnd oth-er brM~:'> in grade< Tho!: Eng:fn~ -stomi 'be natlfi.ed ""'eM the CfK1trClctar hos "-,,,"~h~ the lolerOt.CC: as sl~",ed ab(lve, ~(l U10l f1l!1ld moeClsurem<enh.~ o;;v1d ~'ilct ."o'Cti<;>n~ cu,. be ..ertlltld by th.e [ru;llnll-ef, Tho!: C~"lroQtor ~",II m;rt nmO\ie hi5 "!!....ipr"r'tet"lL f."Om the ~II'" until 'tie (nglne.er tl<lS l/erif1ed tho;: """ pb mnh thr abovt tCl-ler1l"l'::~ fOFI.l\EAlnH~K BEMCHMARKS A. S:TAND,Il~D U5-G;5 [)15K IN co.ICRETE STAI.lPED "'35 RHP 752 1951' AT THE ~DRTHwt.'Sf COO11[Ff or 14€Tli S"ffiEEl A.ND NORFOoLJt; AND v.tS1[r;:N RA.llRO'...D. 1.8 5 FEET NORT.., OF ffiE CEN1EI"UNE OF 145TH. SiREEl ELEV.'.llDN, 7!5LAtS' ~NIJ\I[) 1929) Tard 2: Crs<: PRQ.ECT NUI.,(BEI' ~2-'U'02J 'tOP or THE WEST .-.HCHOR Ben ON ~E-TJ.L lRAmC PU.E, 5W_ OUMlRANT oF 1+6Tti STREE.T "rID ,o:I\oER RO,w.. ELfl,'AT10N: 1f.iO.7S' ~N-C;W 1~:29-) ~~ & .& lEloIF'DRMn BEN(;H~A.RKS: "'", A BRONZE GISC SET IN THE EASTERN HE.L.DWAU Of A CULVERT, 2.5 F1:::El SOlJTH CF !HE NiORTl' END OF HEADWA.lL SAD CUL\lrRT IS A.l...DNG RIVER RO....D ,4,NlJ 11[}O FEET :.I:. NORTHEAST or THE EN1RANCE ,,, ~A1R"IE TFAc:T llifJEr\lTARI' 'SCHOOL. DIS.c.; 5.T,f.MF-EIi "Hill.! 2' 19134" MVATiOI'l: 749,52' (IiGW 1929) 1B" , A CoPP"E:R'II!QD AT THE: RM3lUS .palin OF .ARCAIJIAN CDUI1T ELEW.-1loN: nLM' (~C\'O 19~9) ,. ~ ~ ~ ~ ~ < " ~ ~~,~~~~.~~~;:~~.~C :f ~.;r;,';c!>\<OIE'i~Q".'_/j.. ~ fi No, \~ , \ 102OO4Sl5: , \t~~~~~~J ii3~~ e'Z~6 sw-:(l= ~~>'g ~oo;~...I :~j~ ~~~~ ~~~~ ~~~~ 8 ~>>:~>-~ ~ \11~~~~ ffi ~r:5un~ (,J i~ ILo" C~ i~ Rg d ~ _ i~ ::;:(,JF");t.tCJ-S~fJN~ a r.m~~",~PfJlJt/NffJ>(5C1J fJPVI.I~tiROOM,l~.(~lJf',1;>Ut Mtr;"w1tdtJ:l.~.rm"/..~;.R ...--l~~<rpM1u.e~,..i'~~.)tVfl) AAr. SPFClItA me >>J ~ nJRE rI1!R~ ,101'I r .v.,W lJt'(J'11-Im~~1/11l..Ifff&j. nJii IIHCti THEJff"fS NONitNC G."/OI..MI DIIMN!:f.ORfOIr.JIfHI(;/1IYO..tB'O\oIr~ CVIlJENCl."s~ THE"~LOC'I~ ~~nfSrw(;~LmifflES ~R€~'F!EJJ1!'r'rIE"{;-{)HfRJ4Crt'IR PF/'IOIi1O-IW"r'NfDAli.~ IB" , A RA.ltPO-.6.D SPIKE 5~T I FOOT UP DN THE 5001H SIDE or POWER F"0l..E. Mu~.BER fo(~ ',01-26-1. 2D FtET scum OF SOUlH C;URE Of 1'15TH STR[ET, f150 ~EEl :t. E.AST OF" CfiERR'r' TRIT RO..(j ~LEVATlON: 16549' (~GVO 19:(.!;I) IB" , A. R~LRO-"'D 'SPIKE SET I rOOT UP ON THE 500ft! 'SI[J[ or PCl'HER: POLE ~UIABER riM 1'*273. 20 FE;:ET SOUTH {Jf SOUTH CUlll'! OF 14&TH STREET, 63D F'E.ET :t. ~ OF GRE:'t\.AN PLACE. a(\lATlON: 759_7J. (N-GVD 1'329> IB" , A. C:OPPERWE1,JJ A.T mE a;:-NTERLlNE rNITr.SECllQN OF SHTl.ffi'S F:1OCE MID ST,o,CI-IORM COOF:1. \ W:\iATlQN: 757.i'S' (NC-VD 1"92-9) IB~ 7 1. COFFERWELO ,l,T mr R-....o.u:s FOi"lT OF Fecos CIJUR1". ELEYA.TlOM: 710.7e' (NG\ID lng} TB" . A. GOPF-EIHflD AT ~E crM'fC'-RLINE INTERSECTION Of" SE:TTLER'S RllJGEIl,ND PLANT/lTlDN LANE. ELEw..no~ 773.81' (NCND: 1929) iB~ I'! A COf'PERWll.D A.T n-tE CENTrnLlNE. INT'Ell;5t:cnot< OF CHERFC'r' TREE. ROAD A~o- KUN('.[N.Sf',llTH ElW. aElfA.i1N,!; 773,./58' (NC'M:l 1Q2:9il HiJUY ICUY 50S l- n JllEIIfJr CAll 2 tfUN(rm; l)l1'5 EJEmR't WlJ lJIG 1-!JOO-382-5544 ~ n:u FREE PER IN{JWJA sr~TE lAW ICS-l-~_ "lS~ 11tl'l.AII m ac.tw.TF 1fflMilJT1J(;1IFYW(;mc~ t-OC4nGfWWMCCJIII;I(2)~ D'\l'S 5!U~~ tItRK, NOTE: CONTRACTOR TO USE "s" BORROW FOR GRANULAR FILL MATERIAL (NOMiNAL SIZE or 1/2" MIN.) FIRST FLOOR ELEVATIONS TO SE A MIN. OF 2 FEET ABOVE THE 100 YE.'R FLOOO ELEV,nON. '" ~ ~ ---. '" iI~~! lI~i~~ Ii :j; . <( :z ~ ~i -:;0 28 ~z ~ 2~.~ - <( Cl I Z~ :s~ W:::J ~~ -c- g:m i -< -, w ::< tt: <( o DkAMoIS'r\ KRG ~EI~: JOR C206, 'S."",..oo1olO. 56890RLS Note' See Sheet #5 for . Plant Schedules LJ 1---- I 1 ..L.- Match L1ne_____~, -----SeeSheet#2 1----- ~ 'i:: C , I i ! I ! I I I~- ! I I II ! I __ 1:--- i I I Ill--- i ! i ! i ! liL Ii Ii --- II I !: I ! I ! ~ 11----- ! I , I i ~ "i: :J E E o () eo l: in <:> GI___ ~ t5-.r- N .... - ..,J C. Gl ell o~ '" ., - Gl Gl LI.. .5 '" .. '" .. ~ ~ i;~ Ii :1:.. "~i ~.. ~ tlJ .ct,_ a..J: t: m - a.. (1).!2 0.0- S <<Se;; (J- e UJ ~ -Co c: m ...J s::: e.fji;' ~'g \) E C = 0 =~ ~:~ ....J QJS 5", · .- c: c.!!! . Q)-o = (I)~ &. :E 'i) ~ . a:d~ ~ <(~ 3 PA ". I' .1( .\ l - il-t-I-- /' I \ ~/ 1 -"", ~ --"...;"-, J;fl'rnc. ~ I t' I Note: See Sheet #5 for Plant-Schedules - Cherry Creek- Boulevard INV_"'7~6.7~ T INV...7.....6,-,~' 3 PA CIl > ;:: o >- ::: !:: _ J i E E o u -\."...\-.i"".... ~-\~M....)-} ....\..r-w-) /"...... --'\ '"..;: J-\ ~ l--.n~ r-{.-1 - -' '-'-" ~. -'t-C-1 -'\ '_..J f':':J / il~ \~ ) r +:-f/. I I I r )/U fL~ i i ] I I 1 i r~~- ~ i i I I ! i !---- i ! I I i I , I i II I ~----- I : I I I L__________ I j------------ I I : I j-------------_. I I I-~--- 'tilt) Cl>___ ~N N"_ .... _ eo) o o N 'E. CIl CI) o~ <> .. +.;. II) .t ill .:: GI iil -tii (J CI) "t- ..5. o >,'- - "'" III ." .,,~ ; ~- ~ n c. c.c ~ l:F. c: CO -= Om cui Q.,Q. <<S~ oUJ cnf! "'C~ CO m ....I elJ~ ~ "j;; .. :::s E = g ~~ ~.~ w~ .5 0('11 .- c: S:::('II " .... Q:l '5 ...... (/).= ~ :E: Gi ,....OJE ~ c{~_ 10 SN 4 S~ 1 PG 3 SP I ! BG I G>I~ t:1" :.J :: .t:1'::: <,)0 ~ICIl :a:tll I I -{~~-- \. / ---- 3 IG 1 AIJ J- 1~ \ .'" "'- I \ \ \ \ \ -- \ -- l. ---. Note: See Sheet #5 for Plant Schedules e___ -- -- -- 5 WF --- 3 10 SlOe Overall Plan. Far Dashed Tr.... --- B IG La.... '1'\ ( - .--- /+'tl-~ - .- -+" 15 -M 2 ~G ~ VD Open Lawn Area 3 lIB /T'\ l -Gn) '......... 1 o,G ....--....., /-r".i --{ ".! n....1 I , "~I ~- - .~,,-/ \_/ 5 SP B SP /~\ (~7 Lawn 5 VC 7 ! 1M 1 AG 1 AG 3 IG 5 VC /-Tn) I ' r ~ '" _ ---. -''-. ' --- , , -ij \ . ^ >-=~ )od< I ; 'K : '\ \ _T- x~t--7 >-"C-< T'-S I ! Y ~ ~ ..- --.,- -. - \ '. / '-"-'^--- 5 SP 3 SP 4 BK -r T"- --t1 ,--L/ /-" t----.----~ '- : ) '.......... ~......., i.-y'-, \-L-A' - ) '- '-" r.-:-) I~" \.J..., ,...,. ..(~') \----~----L Lawn (--+-~/ '- : i_~? "- \..J..,.. l~ -"1 ~ '-.1.-/ 5 SP 3 BG /"-r--... ..,-'>1- <1--) ( ':; i ~ ---.. t-..J/ / , '-J..-.. Lawn (---+-") ----. --...............,. '--" ( ....... --------.".." tm .--\ /~, '. \ \ '-..' / t-..~ y~....... \ \ ~ '"'t,) 1 ) '\ \ \ "} \ \ - . ./ r~- - (\/ .---) Lawn /1 k-:l ///- / / - /1 //-. ( ( / /'/;- "- ! (( ~ - 1M /'-;""-\ (-0. J ,~/ 5 TM 1 AG 1 TC . . 1M /'~" See OveraH Pbu'l.s L~-..,-_.~., \ fur Da5~ed Trees \ : ] /-;-.......... jJ 'J 1--. ~ I \. / '-._.J / / I I I ~r~ ~----...... /---...... /-........ /-...... - T~~. ){ --r ---) (-1 ') ( 0 ') (. / i \ .-) '\ '-:..-/ \-..../ '-....'./ , ~/ '-.. (/ '-. / " i . --- -- "'-" -- / .....:...,.... ,~ / (~ _-. / Lawn t--o-) -- -4( '---1)( /'~.......... /:" /--:-........ /-:-" \(.-." /-.......... f-- r-- :H) t-+-) t-+-~ t--;} (\. ) l · ) I 0 ) , j , . / , ! /. 1 -----'..~ \ I.. '-..:--..... ........~ '-L-.... "-....;.../ .....~.;; . Main Building !.awn S IIll 2 AG 3 BG . TM 7 WF 4 BG 2 1M 1''''''"', "-Tt..- ~ ( , ./ ....JY (........ \ i J \ '-.L. t-i--j "-'-/ 3 BG 3 BG 4 1M S JC -- See Sheet #4 " 7 SN Parki ng Lot - -- ~-=--- I, 4-- I ! ilK .- I! 3 1M 4. BK 1 AG' '1 BG Community Garden S SG Main Entrance 1 AG 8 BG I I \.. \ \ Pick! \ I \ .... \ \,Drop \ C"'--.J.__ --\.. \ " ...........;.-/ Ll~~._ '--- ~)"'--\~r~-,) \-0- f ~ I I . I~ (I 3 TM 3 1M Optjon~1 .--~.I=L::-- 4' J( S' Cone. Fountain 0' -C::;r" Bench Pad" 1./ \' /J m D H / II ~\ n 1 -- AG ( i '\ -r-, 1-- J Lt~ '-"-/ \-r~ ~ \...i./ Lawn \ \ /7"1" ;c 11'< ., /'11 l...... "-y/ // r~\/ / ~ ~ Ir> r~~:::, ~ ~ M 11+'~\~cZ .. 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UJ/l. /1,\ r. t. -, \..=/ ....... .....-:" rTi+m'l \ ;"'-1'-1./ -......i.../ .s o z I I i , I i I 1 I '" lE .. ~ " ~.. ...g ... ~ .. "';J: " .. ID .. .. '" "' ... t- '" ~ <<I: c: ~ .. ....l c: 1lI Q. o ~ oJ " -< rl....... 'I" i (-~--~ (."~'-fj --.J.../ \..~ L..) \ . / ~ ~/~~ I..... // ) / c ( -~ - / / 1)// : (( tIl c: c::2 "; 'S :!lID (:') (~) (:--') (:-') (j \--_/ '-/ '- / '--.../ ~ '- /'.:....... /"-- r'" r--j/--..~ (.) (')l r) (.)( -j --,/ -----/ ~ '-, '- ( i j .. ,: Of U c .5 jg .. c :l:w ~ " ~ .. ~ f 0-1- i!] ~: 00 3: l5 "'- .... :i '" ~ 0( c ~ '" ..J C 1lI Q. o ..-r- /1 (r ..........i- I) -+-..... .,--- / ~ 1'\ ----;- (.....) . \ i ~--'--:---' '-.L. -+ (+ ) ~-=~ . .~\) '-.. ...l- ~. -~I " j)/ 11/ /1 / / z ... II> ~ " ~ Cott.age_Detail.. Scale: 1" = 20' '1 PB Landscaping Notes: 1. 2. 1 MP 3. 4. 4 IG S. Contrattor Inall be reaponaiblB for determining p~ant qlJantitios per preJect phas-Ino as directed by Owner. See Ensinetlffi plans fOf' proposed utility IOl:iatlons. Contractor aha II be re&poh..lblv for fieh:llocatiog a II ::~=r:.~~d utilities prior to construction.. An~ damage to utllltMe: shall be t..... sole resf)oAstbllity of the- All prapQ$od shrub plantings shall be placed in mulch b~d.a. E!:Ige b~D tQ within 24n of the shrtlb base$;. All hlKlg-e beds uhull be cut parallel and perpe,ndiclAfar to adjoining buildil'lQV and pavement. Shrub bedu to have $pt!ded edgh and ,hall be mulched wiU13-4H of premium l!5hr&dded hardwood bark. mulch. A.II treN In pa~in9 lot islands shan prunOd up tc enco~rage proper heading for cars and 'p.e:d~trlans. Speclme:nt .should be selected for single leadefS.to,allowJor clearance. Cottage Detail Scale: 1" = 20' --,....ri R~Wil'l:BtsliiN.- :" BtfaIe~i>inP.itNmO-'.:'ei>Otloo:J \ :., .-.f!:2ltelcwi:nglnimn:ialio>, c' Afrr:rlrr.r..idT1f1l1rm1f1'oltbr:= -'". mthd:QOKtL1ltIingvmiRliy, " . 2'-4.~f~Dli:h.~....'OOd ~~D~ma. ~nlllkb 2 CV Cottage Detail Scale: 1" = 20' t PG -=--~-i) ~- j..-.-" . {:n+. 'TT;' i "L_~ :./ ~..~ .7 ~\ r \ \ :B \ \ 3 \ BG 5 -T'i-. IG \ \' \ \} ..\-..1 \ . . \ \ \: \ ~ __..1. VI" G)I~ C- :J'~ i3ICIJ - CI nJ CI :!:1u.J I 3 /~vtv-" VB ~__n+ - ... . t u .~ -) >+ <'?l<..^?:{~.. Main Building Detail Scale: 1" = 20' Shrub Planting Detail Not to Scale T -01" lIflwa\ir'OOU lIlaJllh h::dwood "",~.,.l._ ""'_ \ .: rJ',",,_ \ 2 CA Hll-2cimr:;IJill&m.cier JI~-;)IiwctiiJi.ldlnm Tree Planti!1g Detail Not to Scale Cottage Detail Scale: 1" = 20' Tree Planting Schedule Shrub Planting Sched.ule KEV I BOTANICAL NAME COMMON NAME SIZE I REMARKS AC i AESCLJlUS l{ CARI1EA 'FT. MCl't4JR' Ft. MCNAI'R HORSECfiESTNUT I" "M I MATCHINI.';, f-tEAOEO 3-.(' AO AMELAHC:HtER x GRANDIFLOAA 'AU111MN AUTUMN SRIWANCE -8'B&B 13-4 STEM CLUMF FORM, ERtLLJANCE' SERVICEIlERRY MATCHING AS ACE!'! SACCHARUM 'LEGACY' LEC'iACV' SUGf'.R MAPLE la'", I CE.\fl"RALI.EADER MATCHING. H:cADEO .<\.5' BN BITULA NIGPJI 'eMNTF' DUAA-H.eAf ~IV!~ BIFlCH 2112"B&B I fA,6.TCHING, HCAOEO 4-6' CA (;~F\NUS ALJERNIFOLlA P,o.GDCA OOIJWOOD .2"8-8.8 I M,t..TCHING, HEAOED 3-4' cc CERCIS CANADEI'IISIS E.~ERI'II REDBIJD ?1l&8 I rJ4.TCHII'IIG,HEAOEO...S co CELTIS DCCIDENTAUS 'PAAIRtE P'RJDE' PRA!RIE PRIDE HACKBERRY 2.112"B&B I CEI'IITRAL LEADER. MATCH1NG, , HEADED Hi' r::v CRATEAGUS VIRII)fS "MNTER KING' W1l'fTER K1I'11G HAWTHORN 2-112"6&8 I Wl.TCHtN13, HEADED40S" I 0" GINGKOEJ,II.OEA 'AUTUMN GOLD. AUTUMN GOlD GINGKO o A'" I ~EI'lT~AL.lEAD~R MATt.H1NG, GO GYII.INOCLADUS Di,OICA HEADED 4..5' KENTUCKY COFF5ETReE 2-11.2"MB I seE!.DLESS W,lECULilVAP.. 101 OHi. 'r' HEADED +5' GLECITSIA TRJ,.Q.CANlHOS INERMIS '$i{YLlNE' SKYLIN~ HONEYLOC\.IST ,2.112"5&8 I CENTRAL LEADER, MATCHiNG. [ LT LIRIOOENDROIf TUUPlfERA. T'-'UPTREE 2-1/2.6&B I ~=L~!)ER. MATCHlNr.r.- HEADED '--5' iMP MALUS '?FWRIFIRE' PRAIRIFIR:E FLQ'NERIHG CAAB .2"8.8.8 i MATCHrNG, HEADED 3-4" ML WALUS'LOUIS,i:!.' LOUISA FLOWERING CRAB 2" SS.B I MATCHINi), ffEADEC-4-5" PA P1CEA ABFl;:S NORWAY S~UCE 1".&" I FULl.., SINGLE lEAOE;R,' - PLA fANUS ACERWOUA. 'BLOODGOOD' ~A.TCrnNG PO tlLOODGOOD LONDON PlAl'oIETREE 2-112"EJ.&6 I CEI'fiRAL LEAllER Wl.Tm-iING, PG ""C:EA PUNGENS 'GlAUCA' HEADED 4-5' COLORADO BLUE SPRUCE 10'El&B- I ~~~~~:~~':L~g~L~R PP PICEA PUNGENS COI..DRADO GREEN SPRUCE 6'B$.B I ~~~~~:~g~~~~lOR Q" QUERCUS BIGOLOR S'lr'iAMP !r'VHITE OAK 2-112.B&8 I CE.NTFi.A.l lEADER, MATCHlNG, QUERGLJU IMeRICARIA HEADED "'5' QI SH~NGlE OAK 2.112"EJ,5,B I CEl'fTRAl lEADER, 'MP,TGHlNG, llR H~Eo 4-~' I SYRINGA ~~ICULJ>,TA 'l'oJORY SilK' Ill/DRY SIU. TRee llL.l\C 2.a.~ I CEl'frRAl LEADER MATCHiNG. HEACED~' TO I 'i!-lUJA OCCIClENTAUS 'TECHNY I r.l15SEO~ ARBClRVlTIl,E ..... I Jhl,TClitNG SPECIMENS zS I ZElKOVA St=.RRATA. '-GREEN V,fl.SF.' J~EEN VME ZELKOVA 2.1f.2"BM I tAATCfUNG, HEJanED 4-5' hKEY BOTANICAL NAME COMMON NAME SIZE I REMARKS I "G SUXUS KOR~r-IA 'Gfl.~N VElvET' GPt.E.~ VELVET BOXWOOD 5~ I NO FIELD FaTTED Pi...M'TS I.' BUXUS ..OREA~A 'GREEN MOUNTAIN' GAS-EN MOUNTAIN BOXWOOD 5~ I NO FIELI? POTTED F'LAr..'TS ~ EUONYMUS. ALATtJS 'CDMf'ACTUM' UWAAF BURNING BUSH 3-6''88.8 136' OOriTAINEIC GROWN SUBSTITUTE fiYDRAliGEA QUERCIFDLl:A -AUCE' ALICE OA!;;lEAF' HYDRANGEA 7 GAL ! 3-0 B!.8 SUI3STITUTE I 10 ILEX GLABRA 'CENSA' I:ENSA COMPACT I!<<BERRY I'''''L I NO FIELD P~TTEO PlANTS 1M I La:( :0; MESERV....E 'CHIN"- GIRL' CHlHAGIRLHOLLY I 'GAL I r./o FIELD POTTED F"tANTS i JC JIJNIPERUS CHIN~NSIS 'SEA GREEN' Sl;:A. OREE~~ JUNIPER 130""8&8 :w OOI'lT A1NER GROWN susSi'rnJfE: 8M SYRIm34. ME.YERI'PALABlr-I" rNiARF KOREAN LILAC 1 "'AL 30' Me SlJbST/11J1'i::. NO !="II:LD I POTIED PLANTS $N SP1RAEA NIP"PO~ICA. '~NO\NMOUND' SNOWMQUND SPIRtA I 5 GAL I ~~:t:D ~U~~U1E, NO FIELD I 8P SYRiNGA. PATULA 'MiSS KIM' M1SS KIM LN./AAF ULAC 1 'GAL 13.0. MB SUBSTITUTE. NO FIEU; I POTTED Pt..ANTS lG I MUS cUSf'IDA TA. 'GAP1T ATA' PYRAi'IlIDAl YeN I <s' ... I ~B" CONTAINER G~vwN slJasTITUTE "1M iAXlMi J: ME~A 'DARK GRE::EH SPREAOER DARK GREEi'.I SPREADING YEW I ,"' ".. I ~. COtfTAJNER GROWN V" Vlla'JRNUM I\" BURKWOODII BURK\NOOD VI8UR:NLW 42'-B19 ~"B~~T~~~ER.GROWN- DWARF KOREANSPICE VmURNIJM sus:smUTE YC vlBIJRl'f.UfIl CARLEB*I 'C.OMPACTIJM' 3.6-S.&e 36-" CONTAlNEF< GROWN I SUBSTIn.rr;: I'D VlBURIiUM DEHTATUM 'SYI>lIiESlVE:DT CHICAGO L1JSTR:E! VIEJUR/'IUM 42" B:&e 4-2" com AINE~ QROWN SUBSTITUTE VI. VIBURIiUM L.E!.NTAOO NANNYBeRRY VIBURNUM 6-6'8&EJ JNl..TCHING TREE FORM WF WEIC3ELA fLORIDA 'AL.EXANPRA' W1,..E ANlJ RQSe:: WEIOELA SGAl NO FIELD ponED PlJd;,:TS I ALL PLANTS SUBJECT TO AVAILABILITY. ANY SUBSTIH!TIONS SHALL BE APPROVED BY OWNER IN WRITING PRIOR TO INSTALLATION. CIO - R.O co II) CO II) - N .J: Lt) N U) .... '5. II) U) J: 1:: 0 Z <> .. 'lil II) u. <> .. 'C ..!l:! ~ I'll U In ~~ C ..0\ >"- .:clfj "00 Ii l!!o. [E ! aJ D.I s:: ro ....... n.. cu~ c..-m me u~ U)~ "Co s:: m .-I eJ)~ ~l ;~ ~~ ~~ :~ ~ ~ ..= 4)'6 = (/).E ~ :I:"i A,IXIE ~ <~ Q o o ~ u o o ~ Q U D Q D D D ~ U ID 10 _.~_. -"-' .-.~_..-. -" J~ 11 -"-.., ", ."', "'" ...... ...... ........ ....... ............ '0"" '. , , ' " " , ' " ", , ' ", " , ' ". " , ' " \. , ' .. "\. , ' " \ , ' " " , ' "', "'0 .. , , ' " " , ' " i , ' " \ \ , " \ \ , " i \ , " \ I , : l I , : i I , : i } , : i / , : i } , : i I , : i , , : i \ , : i I , : i \ , : i \ , : , I . \ \ \ " it \ \Yl\ \ ~ . ',~ \ \ ' " \ \ , " \ , ' .. \ \ ' " \ \ , " ..... '. " ", ", " i< z 2i ii.i<< 5: 8"'~2.~ 0 mil"'ii~iJ*O> ~]O:t-2.~~ ~~1]~85i ffi Jl < ~ . ! (/) ~~!!~IB! IIIIII1 roo" i \ ~nlR c: m 0: ..... 0- (1) U >- C () 0 <{ 0 t!) .. W N -l ;:: uJ :Q I ~ I- W o o ~ ~ o o o D D o D o Q U U D U LJ U .................... ~ ~ "" ~ '. . "'" ....... .. , .'..... ...... " ... . ", ". "', ". '\ \ ...... ". ", ". ", ". .. " \'. ", \ . "', "'. '., ". ", ". ", ". "\ \~ \ \ \ \ \ \ '. \ \ \ \ i i \ i i f i . . I ! i ! i i \ \1 . . i i . . i. \ i i \ ~ \ \ ~ \ \\\ . " . \ '. \ \ . . \, \. \. \, \ \ '\" "'" '. ". " 11 'ii i !i ~ ~ 1D ~ . " - ~ i! ~ !i ~ ~ ~ '" ~ ~ !' "0. ~ ~ :E Q; ;i i .r l~i"w! ~i"i~~ ,,'C ~'J' L~ o ~ ~ N .. it if ~IIIlll n. n. "- 11111* , r'" i '. \ C-..-..-- \ \ ~ c ~ lJ... c: ro "t: en OJ '0 OJ lJ... '0 C nl ..Q? u >- ~ ~ CD ~ ~ ~ :a w :c I X I- W D D D D U D o ~ u U D ID D U D o D o U ...-..-..-.. -" r , Jl ". -. '. " "" , , '. " ... ... 11 'ii' , '. .... ~ , ... ~ ... ... ... ~ ~ ... ... ~ 0. .... '. Ii. lJ) , c lJ) ! ... ~ "" ! ... '. o ~ .Ii <3 , ... ~ ! ; .. 1 ~ ... '. .g ~ , ~ ::: , ~ ~ ... ~ I '. , rt: ll. I ... li lJ) , 'il c , . :!. ~ , '. li 0 i ~ ! $ \ \ ~ \, ~ I i \ ~ i ~ " \ I;; '" \ z ~ ~ .8 ll. \ w ~ ~ '" ! \ \ :-3 -i' .J i it z ::l \ \ 11 I I .. \ \ .i \ f ! j I j i I ! i \ ( ~J \ i I I \ I I \ " ~ \ \, ~ \ i] \~\ \, ~ \ \. . \ \ :;.., , '. J ;Li " \ \ )1 '. \ .. ,~. , , ... :s ... . \ . ,. I " ~- '::" - - ,"-\ t". ~..... . . . \.. i" ~I I] I~i /<-llllll c ~ Cl.. <D (j ro a. U) c >- Ql <.) a. <( 0 {9 ~ uJ ..... ....J :.a w :.c I >< I- lLJ o u u o D D ~ ~ ~ IQ IU D o U U D IJ U o JI 11 ----~ If &~ ~ it Ii ~ · .. e .12.. .. 'il 11 "5~1l. i ~ 1:- ~ 0- lllir ;;~Ef';;';; ~t{ ~! 'iilll 11 J I..~ ,1. ~J] __..... ;! l --.,...... .... . . c co 0: en E ell ~ U) ro - c ell E c e >- .~ ~ w ~ U1 w _ -l :.c W :E I x I- W C1 r:::J I::J I:=t CJ I::l t::J 1::1 I::J K::J t:::J a:::J ~ ..-..- .---.-- ................~R _.._ .. :>I"\'\'<. -..-.- ",...-- ~ _.----0.-----. ~ ...... ".."" ~ .' 0'';" THE LEGACY Exhibit 6: Street Plan (Minimum Cross-Section Standards for Known Street Locations) I:::J - - - - - - - - - 1:::1 t:::: I::J lEGEND: Propo$&d Ptimary SfteC Snet Typo A SlTeet TWO B S_t~C Stroot Type 0 Street TWO E S_I Type F SIr..,1 Type G ~ Type H SlrHl Type I . . Prol>OU<l Pr1mary PoJnt cf Canocctvity" Proposed ~_ry Point cf Cann.divity" Proposed Tertiary Poi "I ot Connectivity "Note: CXJfW'lCCI.ians lh:Jwn along 14Sln ~~~J;"'~ ~g;"r.menl I::J I::J I::J L..-- ~ .' :/ .' / / / ./ ,:/' ! i / ,/ .' ,I / / ./ ;.,1'" (=:J c:::I I::J C! r:::J ~ C"l c::l I::J c:J 1::3 CJ CJ I::J r::= r::=1 I::J r:::J r::::J EXHIBIT 8 SITE REQUIREMENT MA TRlX - SMALLER DETACHED DWELLINGS DEVELOPMENT STANDARDS Minimum Lot Minimum Lot Minimum Lot Minimum Front Yard Minimum Side Minimum Rear Yard Maximum Minimum Square Width at Building Size Frontage at Street Setback Yard Setback SetbaclC Building Height FootageS Lin/ 80 ft. 8,000 sf. 40 ft. tOft .for Dwellings 3 ft. 6 ft. for Dwellings with 35 ft. 1,700 sf. with an Alley in the an Alley in the rear, and rear, 20 ft. for 20 ft. for Dwellings Dwellings with a with a driveway in the courtyard side-entry front yard. garage, and 25 ft. for all other DwelliDlls. 70 ft 7,000 sf. 30 ft. See above. 3ft. See above. 35 ft. 1,400 sf. 60 ft. 6,000 sf. 30 ft. See above. 3ft. See above. 35 ft. 1 400 sf. 51 fL 5,000 sf. 30 ft. See above. 3ft. See above. 35 ft. 1 400 sf. 50 ft. Alley- 2,625 sf. 25 ft.. 10 ft. 3ft. 6 ft. 35 ft. t ,200 sf. accessed 40 ft. Alley- 2,625 sf. 25 ft. 10 ft. 3 ft. 6 ft. 35 ft. 1,200 sf. accessed 30 ft. Alley- accessed 2,500 sf. 25 ft. 10 ft. 3 ft. 6 ft. 35 ft. 1,200 sf. ARCIDTECTURAL STANDARDS Permitted Building Required Window Garage Type Chimneys Porch6 Roofline Fences Materials ODenin~s Masonry, Wood, 2 per level, per Court-, side-, or from-loading. Masonry, extended At least six feet deep, Primary roof Fences shall not be Cementitious fa.;ade.4 All Front loaded garages must be fully to ground, consistent shall have 6/12 chain-link, or Board windows shall be recessed at least 3' back from above ridgeline5 materials/design with pitch.712" coated chain-link. fully framed and primary front fac;:ade of house. overhang after trimmed. Dwellings. Detacbed CCRC installation of Cottages are permitted to have siding. one (1) car garages, and all other Smaller Detached Dwellings shall have a minimum of a two (2) car 12ara12e. tOwellings on Lots which are less than or equal to 50 ft. in width at the building line must be alley accessed. lFor Dwellings on Alleys, the rear yard setback is measured from the edge of the Alley closest to the Dwelling. JExclusive of porches, terraces, and garages. 4provided, however, that (i) windows shall not be required on the sides of front loaded garages and (ii) a vent may be substituted for a window on a gable. sProvided, however, that chimneys which protrude from inside the Dwellings may also have cementitious board as their exterior building material. . ~PoIches are not required on all Dwellings. Ifno porch is provided, the entry way should be covered and deep enough to provide shelter at the front door, as well as provide aD appropriate and adequate level of detail. 71n order to pennil divernily in archilecrural style, this requirem~nt shall apply only to a majority of Dwellings. Lel!end ft. - Feet sf. - Square Feet H:\.Mw:f'7.o.."~ a. R~ F-a:ne Marrc",,'l't./l:r~M' .uP~ (Ltrlh:lln)'J M;II,"I;~ 1]1 poij\Sr.I:llt": O\UJUin~ Lbtri\t,dfIC .., I ~ - .......-- ~~~ _. ,,,,;., . --~ I' I' I " 1 ~f. "'" . .,~ a.... " I Ir !" . t J l l ~ -'~"'lt~k'. J< \"'. '"\J 1.. ~ ~ ~ "' 'I' ~ f} ~ "'. ~, l' ( . L6 "...! J \..- __ - l'II ~:I [1 4. (;~ 1 ''" ,f" I I \ ; , I ~ w \... - L . ~~~~~~~~~~~~~~~~~~~ EXHIBIT 9 SITE REQUIREMENT MATRIX - BUILDINGS CONTAINING ATTACHED DWELLINGS AND APARTMENTS DEVELOPMENT STANDARDS Maximum Minimum Minimum J.'v!inimum Perimeter J.'v!inimum Distance Height of Floor Area per Front Yard Yard BetJ.veen Buildings Buildin~s Unit 60 ft. 750 sf. Oft. Oft. 10 ft. ARCHITECTURAL STANDARDS Permitted Building Required Wmdow Parking Wall Planes PorchlEntryways Roojline Materials Openinf!s Masonry 2 per level, per . Covered parking Walls shaH not Stoops should be Rootlines shall not have (excluding stucco, exposed fa.;ade. I must match primary have unbroken covered to provide unbroken lines greater synthetic stucco, All windows shaU building materials. planes greater shelter. Individual than sixty (60) feet in and EIFS), pre-cast be fully framed Parking lots shall than sixty (60) porches, balconies, length. If flat roofs are concrete and and trimmed. belandscaped,and feet in length. stoops, or similar used, a rooftop amenity cementitious board Skylights and provide pedestrian Units may be outdoor spaces are such as a deck or garden as primary material light wells in access to and within differentiated encouraged,onthe should be installed. on first floor; other internal corridors the Attached by plane and front and/or the rear sidings (excluding are encouraged. Dwelling and material of the building. vinyl) are Windows should Apartments. Guest changes,and permitted on upper be staggered to parking should be separate floors. ureserve pri vacy. clearly marked. entrances. I A vent may be substituted for a window on a gable. Legend ft. - Feet sf. - Square Feet to4'h1'lt'.z.al'l!l'\I.tR~.J~rM~"'L"Tl'ML.c;N7Ir-...flh_.,..I_<"''''''~,,-~" '':-l'1U~_'~~,~-c! ~'hwll~" :o.IJI"I'\W" o a o ; Lcat.." , ~... '. -~~ffi' JI,' - ~ .~~-~~ . . l. !.' . l'j r ,I;::il ~ r tI ~ "J" ~ . ~ t ,~;;~C'ir-I I J :..1rF,:f "':a I -:J ~ ~:p - . _f J.. ~,.. r'tt--.'!:;>> il ~l --... - - -- C ni U i~ lJ [jl U ~ J rl /'1 (;J \y 7 \, r ~'l, \\11 (J~ \,~ -1 - -- ~.~ ... " - L--- r . --- -....... ...,:- --~ - - -.1 c:J c:::J c:::::! ~ CJ c:= I::J c:::; C1 CJ t::J t::::! t:= r::=J I::J lI:::J -=:I EXHIBIT 12 SITE REQUIREMENT MA TRlX - CCRC MULTI-UNIT BUILDING DEVELOPMENT STANDARDS Minimum Minimum Minimum Rear Yard Maximum Maximum Gross Minimum Side Maximum Tract Area Front Yard Setback Parcel Floor Area Yard Setback Bui/ding Setback Coverage Height-CeRe Detached Dwe/linlZ 10 acres. I 10 ft. 5 ft. 40% N/A 5 ft. 35 ft. ARCHITECTURAL STANDARDS Permitted Building Required Window Parking Wall Planes PorchlEntryways Roof/ine Open Space! Materials OpeninlZs Green Space Masonry (excluding 2 per level, per Covered parking Walls shall not Stoops should be Rooflines shan Full connectivity stucco, synthetic exposed fa.yade2. must match have long, covered to provide not have long, to the rest of the stucco, and EIFS), All windows building unbroken shelter. Individual unbroken lines. project should be precast concrete and shall be fully materials. planes. Units porches, balconies, If flat roofs are provided. cementitious board framed and Parking lots shalI may be stoops, or similar used, a rooftop Amenities such as primary material trimmed. be landscaped, differentiated outdoor spaces are amenity such as a as benches, on I It floor; other Skylights and and provide by plane and encouraged, on the deck or garden individual garden sidings (excluding light wells in pedestrian access material front and/or the should be plots, and internal vinyl) are permitted internal corridors to and within the changes, and rear of the installed. walking paths on upper floors. are encouraged. attached separate structure, should also be Windows should residential area. entrances. . Entryways should provided. be staggered to Guest parking i be clearly preserve privacy_ should be clearly \ delineated. marked. i Legend ft. - Feet sf. - Square Feet IDedicated land for additional right-of-way along existing streets as part of an application for approval of a CeRC shall be counted as part of that minimum tract area. Minimum tract area may also include contiguQus lands in adjoining wnes if such lands are restricted to undisturbed open space. 2A vent may be substituted for a window on a gable. H: bnNi'LJrllnl Ii: II.:~I ENlr M.WC'T'I'J'LAT'N,Io,of\I,.(op.., IF.u::k:...~~ MJIn(IU I :::""l~"l'~J.l. :-'b1~'\.c...: c= t:::) o u u o D o o Q o D Q ~ o ~ Q o o u a Exhibit 12 CCRC Multi Unit Building I J ,.'~~.: ~ '. . , . ifj:"l\ ..: l ... 11&.',... .. :. . ~' . -:,.. l -...- I ~- I 1. ~ ;~ , ,J J I . .. '1' - rot J, · r f ..: ~.,.'~P'- I~ 1'." '1 I lit! II J __ ~,..~... -_iJUfl:JfllllRrr.....r.. '_ './. ('fl'I;f,~ _ . _ \,,- -. . ~- ,lL.: u ...J. ~ -I'" I . , . ".,...-1..- f :-;:....~ ~J 1','" .... . ~ ,. ... I... 'y I 'Jlo. ~ fl I .. -- .. '" :~' .;: ,..' l ,I .... .;:t- - ... _ "1 .. , ~. j .~ W'!I .... ..~'.Jf" ~ . I. _.- .,\' .......~..;+ . 1'1",.... . ,. .;.,...,~4tq~.. , .,.. .. ~ ... - '""\ .. .. ... 1 I ~~.. L___ ..,-, 1 r po. ( I J _IJ. f, I A I I \ \ I i L(I ~ ; \ \~ If (- \ I I -1 ... "'1 1 . J I i. r::J[::::l~l::Jc:='Il::Jl:::Jr::::Jt=Jc:::J~C:JC:::C:ClI:::""~ICJC::: EXHIBIT 14 - USE TABLE NOTE: The uses specitied below which are not defined in the Legacy PUD shall have the meaning, if any, ascribed to them in the Zoning Ordinance. LEGEND P = Permitted Blank == Not Permitted SU == Special use SR = The Suburban Residential Use Block NR == The Neighborhood Residential Use Block DR = The Urban Residential Use Block - UI{ SR NB. p p p SU p p p p p su p p P SR Nl~. PO-~ . p p p p p PO p p p p p p p p p p p p p p p p p p p p p p p p p LEGEND - CONTINUED PO = The Primary Office Use Block VC = The Village Core Use Block CU = The Comer Use Block OS == The Open Space Use Block ~:~ ~- 'OS p ---~- Un. ~~ .:@S p p p p p p p p p p