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HomeMy WebLinkAboutCorrespondence825 820 815 810 805 800 795 790 785 c5 5 m m a o o o 8 ma 6` 3 0 0 00 0000x a o"088�0oo o8ga_oo 8g0 + - Ep + ^J + C + me £ o.wFS.&�+'. In nnn3a� F u � bi _ _ 9 3�,w3^oR� m� 9 e uo. •"^d 2m$ V 9 R VINN mBN ^ �R: + Sec. 29, T10N, R9E FmT^^w + �r^�= H d h 3 0+ Y'+Y aC �4i YY +++++++ E +i�E* F {+ + / J''F/ + + ++ CURVE DATA `^ + Clay TowlLSMP + I. *1: U9 I lames A& + CURVE 1I&4J� CURVE DATA + +m N P Vy + Hamlkon County •+rnhey PI=93+Z3.30"P" i� �q ? , / PI=M+O671T Marew3&nnE / p^ OMeIb 90i uiia=Rc �g leannlne S Dobbins IE I' ' CP CrTrRUNInnon Delp=100 oun Rt awl!/ /�° '/ °eR=S0000ft R` S�ha vid �M Stevenl Habig R=200.00ft ! Z. = ,02 '/ T=659ft Minraar Sharer - ,,99 T=5.95ft - T=E3. ft Mo L=13.16R L=10.90R \ I N°-o E=089R e+ rv/ P.C.=44+00.12 P.C. = 90 89.32 ^ .: P.C. 9 +08. Lr� -�(IW� I -YT =9 +3925L-✓ P.T.=40+95.22 ®Q- _-c-APD. EM' _�#-_4 P _.- 13.28 _______ Eo � L n m J Y�_ P,I 93 2138 "P" ® © ]1 sl _ _ @9__-__b Y. _-89'133TE-��ML��. P �,ve�as ,.Ey ConStr. Limits Q O O ------ Pol .-e-ems ErVJl _ --- -__________--____--_ -_ _ ----------------- Ili ______ _________ _ ______ - _____ _________ ____-_ q2' II P.1. = 39+79.69 "P" 42+00 Line "A" MAIN STREET 93+00 N89-IT3J"E N 52.11"E 99+00 40+00 91+00 r _ __ ___________ ______ __ _______ _-__-_ CURVE DATA P.3.5TA. 93+32.99'A" CURVE DATA PI = 92+54.JJ "P" PI e=-9e38'3eU k cell=100001"Lt Delta=10.0'0 ft Lt = -- T 311.0q R T-8.43 ft T=11.39ft T=0.93R E 0. .650R )6 aft n =0R E = 0.36 R P.C. = 42+.6 P.C. = 39+73.21 P.T. = 92+6666.06 39+88.09 gp£ 40+00 41+00 42+00 43+00 N=23151.9526 ( IIMAGNNLSETONESIDEO UGMMO VIUBWI,3L,VUP,q].ED' N`M113.39R5 (2) (1) MW NNL SET ON R WE OF POWER POIE pDS]331• t1.w UP, W.W' E=1a1]IV4E9 011 E=L6l .. �q .I•(E)MpG NNL SET ON N SI. OF POWER Fol+1.D' UP, 3).SS' - ]) _-_- (2)..1 sET ONA DE OF MOWER POLE,#2D1-543 e1.9 UP, 7s.20' 3� ISF O� MR APPROVAL _ (1) _ _ IM(3)M4a NNLser ON S 9M OF RUARR POLE#P57-322,+1.0'UP, 11NEW (3)SWCORNER OF M el MsT MR MNLRO%EE SI.O' UPS J6.65' N0, 196.2r NN_N.07 _ •p• .P. 106�- (q) (9)T.B.M.9W-QR "%'ON Sf 00LT ON ONE XYD0.Wr, iCU.C4 OS W pE51GNEp: M.M. on CORNER OF PRVAOr (9)*.n.M.M6-RRSPIef5ETON5SIDEOFPOWERPOIE#L9 7, (3) GP.]N pTE OF 2 (2) (5) NN FENCE Rol pT WEST Do OF FENCE,+I.V UP, 42ue` f�•/ONA N CONTROL POINT 106 (MPG NAIL)-O.P.O.T. STA. 38+3B.00, 20.6W (L) LINE "A" CONTROL POINT 107 (REBAR W/CAP SET FLUSH) - O.P.O.T. 5TA. 46+54.93, 25.33' (R) LINE "A•. cxEaEo: M.9. f r n V Q F 825 820 815 810 805 LEGEND EXISTING • ® S,am hh. SFd U9Nn�eoxe Pole wlots slats NRnl Mwz B SeNhrval -Telephone.- 6 Telephone Riser -Ga, 11 ees Telephone menhdc O Cal lu H GCeHeNaOy -weer Um 8 .14m lnac Per V NO,ml4mt-e-VWRee Fens O Wow Meter-e-Chelrfir Fwre SPnnda -A-Iron Ferree 9 Lv. Vale Um Pin wEll Role ^O Far, pd. -OrahenE UtlRN U^e Bonn -0 b Pmva Pde w/(GSo-) Tree1. Ao UMI[&Pavrrde O DetlNwSTree Melbas R Comfienos Tree PROPOSED 8 Cool Sldewalk M Moment Slab p Shared -Use -Path Coll Curb (Barrier) Combined Concrete Curb & Gutter, TYPE C Combined Concrete Curb & GMter, Modified Sodding O Concrete Curb Ramp (Type is Indicated by letter insure hexagon) � Handrail (See Sheet 16 for Deb115J Propose PPNVSldaWalk Removal (See T iBal Sheet for AatliOowl Details) Cheek Dam -a--a-Sit Fence InPxallatlon Note: Silt Far..bove pipe W be installed Immeoliately Roll, pipe placed. Inlet Pmtectbn Erosion Coni Blanket• Straw Mat QGround Cover Plan[ Big Blue" Udape Moscad Planted at Ground Cover FIRM 51 RRNO (G,1.,,) On GQ "Sliver Dagon" Is- Berbers (Typ.) Vade9Rucl Unrpe 800 TBM#406-RR spike set up a1.0• on S aide of Peep.#19&661 Ste. 37+72.92 "A", 51.02' U., Elev. = 814.13 TBM #407 - Cut "X" 0. SE bole of Fore Hydrant SIR. 45+55.03 "A", 20.82' Rt, Elev. = 817,12 795 ORIGINATING BENCHMARK BENCHMARK: HCBR I" HAMlam CO. DISK YEAR: 2009 790 SE1/4 SEC. 2+10N-3E, CLAY TWNSHP. RECOVERED: 3-8-2011 AESC I PTION:9 DWILTON CO. GEODETIC CONTROL D15K IN THE AR)lOF 785 CAPRYMG RARANGEI3NE ROAD OVERR UTLE COOL CREELRIDGE 44+00 F INDIANA 4RW14 DEPARTMENT OF TRANSPORTATION :INEE0. OATS PLAN AND PROFILE M.M. LINE "P" 09999 Oa ooaao oa o0 0 o goo 0o a Oooaaaa` 9 VP -- -h ----- r7^ pox ARM rvm �dor�mN e _ ' P^R P; 4Nm n; CURVE e 5E+,± NRr °' ms - PI=46+', + wDr T ++ + + +'^ ++Daniell&Ann +DMta=14' m+Q 4= 749'46"Lt DavltlA&ShannonM++ y \-g William E& �m+o+J�++ I 6Hlmmelheber T=l0i R=100.00it Mlnnaar .g VicIKcL Ambur9Y Iy L,E `ul E 0 T = 7.65 ft I � Leave Eosdng P.C. = in Place P,g=qi E 0.26ft lhzlk P.G=49+64.81 P T -ma Ann A Pp. Exist R/W Q {7 ^6t'f] • F.la ©' 'aim � _ V IN = 46+2 Delta =14' R=10( T=12 L=24 E=0. P.C. = 4f P.T. =+F ar QB `P.1! 46+22.42 "P" Lt C.P.#1W- O Oa o a oO o n 0 0 o my 3 c v ncb DATA- 9.04 •P" i w + 53'2]" Rt. + + + LOOft ] Sac 9, THN, R9E Clay TownshlP P \�-L Karen L wit ,,gg�''� 85 ft i`/ Hamilton Coun Joseph E & Janice B Himmelheber c �' Phillip B & Brecheuen +65.9J +91.96 20'UHO /Drain9 e/Siamr EsmL - e e-___e_-__e__-_ a a- 0 ___o__-____e__—____o _-__o__—___ =e _ _0 __ _ 6N9.09"P" CanN. limits N APB. Ent, R/W—_ — .. + m urle •P^T ___—_—_—_______—_—_—_—_—_ P I Conrtr. ❑mils__ UJ 4]+00 Line "A" MAIN STREET 48+00 49+00 N89 52-11"E U Q 825 ........ - - - .. I — 825 _ ._� r" b-d .-r - + ._—.. m _ .. g _ I -� `mX. s- _ + -.._ _ .. I __. . __ ._._ ..._ m-- _ ., _. .._ -- ... ._ r ..__ 5 ..I .{ .. .. �._. _ ._._ _ I I _ __ ... _._ - _— T - ._ ...._ - --� .- .. ..__. 820 Ji �n Ga __ ?. .. .- _ .... ...._ _ --- - - -- -II -. ...-- -_.. .._.__ HSS 3 1 % ___ . _._ -__ _ _ It _ _� - I-.. �. ..._ I __ .. ___ ._. 1 ....__ -• I I . I , _.._ i - Pro & stln Gatle- I -_ (- _._._ _..._.... i -�—_- - SID [795 {T-- ..._. _. ..._. , _._ ..__ .._� _L _- ._ _. .. _._ ._ _r .. ..._ -.. _ .._ —� - 805 L_ 1 —_ — — - 800 - --- —� - �- -- L-- - -- T _- __ .. _L. _ . ._ . �- - _:_: ...._ - ._ 795 790 - _.. -: _. T .._. - - - -- T— .._.... __ ...... -......_ ...... 790 a 785 n m m'm m m 45+00 46+00 e_ N"E]Ill.]9a5 (E) (L)MpG NNLSET OX 5510EOF PoWE0. Pol£%a5]]31, 31A'W, ro.W r E=169a].96U 1)r- 1r- (E)MAG NNLSET OHHSIaEOF WWE0. NIE, #N1593 +10'OP, A.EB' > HNE'P (])Ay(ORNE0.0F FM FAST POSF W0. MNIBOXE531.tl UP, J6.6S MWN STRFET n l9) (l) GP. Ia] (i)T.6M.9a]-QR Y'IXi SE BOLT ON FIRE MYDMHTr ]0a.a] r (yI _ (5)N440MNE0.0FP111VALY FEHm PoST RT WEST FND OF FBI(£, 3I.0 UP, 9].0] i c 3 CONTROL POINT 10] (REBAB W/CAP SET RUSH) - O.P.O.T. STA. 46+54.93, 25.33' (R) TINE "A" m m m,m m 7l)p 5 47+00 48+00 49+00 RECOMMENDEDINDIANA PDRAN.W.t +rz 1+ DEPARTMENT OF TRANSPORTATION DATE (mi DEswx60: M.M. Dluwx: T.e.aaP. PLAN AND PROFILE l)IEIXED: M.B. p1EO:E0: M.M. LINE nPrr LEGEND POSTING • sa slmn In. C0 U9M1[&Pony Pole wfPls $tryln MaNwe-`f(-Dght Me -g -53Ndry ManMe r Rs'oprc II„e B Snud,V@amik -Tdgpd-Nitre 0 Telephone Ir., -Gas We O Telga panlMe N Gas Valre-rn-Capleryone O 6as Men' B GNery Be. -Water u,rt 0 UE5LYMaMde N Water Vile - -sscl FyI1 V fire HYEran[ - -wre Rrce O WaM Mete,-e-ChOrB. Fyne Weider -/-upon Fau -e-elc une r �nwn eO-Y asprt ex •a flag Per. -OsnabaEUBNY une Bum -0 +D Power Pdew/(per) TreeTrunk IMI$BifpP6 Pwaer W. 4 .1'.. Trea PROPOSED 8 Creere a Sdewalk M Moment, Slab P Shared -Use -Pap 1 Concrete Curb (Ranier) Combined Compete Curb &Gutter, TYPE C 1 Combined Concrete Curb & Gutter, Modified ® Setting O cencrete Curb Ramp (Type Is indim[ed by letter Inside hexagon) b-a Handrail (See Sheet 16 for Details) O Propose Path/Sidewalk Removal (See Typical Shea for Additional Details) Chec, Dam w--s-Silt Farm Installatlon Note: Silt Fence above pipe to be installed iminadstely after pipe placed. Inlet Protecd.n ©/ Erosion Control Blankeq Sh-aw Mat ® Gmuntl tlCover Rant I9 Blue" ['drape MOsmd Planned at Greond Cover Plant 5:1 RNHO (GCI:GQ) on "Sliver Deagon" 18' Centers Cr p.) Variegated Uriope TOM #406- RR spike set up+1.P on 5 side of Pwp. 4198-661 Sta. 37+72.92 "A", 9.OV ILL, Ele, = 814,13 TBM 9407 - Cut "K• on SE bolt of Fire Hydmnt Sta 45+55.03 •A , 20.8V Rt., Elev. = 817.12 ORIGINATING BENCHMARK BENCHMARK: HCBR 114 HAMILTON CO. DISK YEAR: 2009 SE 1/4 SEC. 24-10N-3E, CLAY TWNSHP. RECOVERED: 3-8-2011 NAD 83 (CORS96) DESCIUPRON: HAMILTON CO. GEODETIC CONTROL DISK IN THE NORTHWEST CORNER OF CONCRETE BRIDGE DECK OF BRIDGE CARRYING RANGEUNE ROAD OVER LITRE COOL CREEK, ElE1=011.75 NAVD 80