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N - B � ,{ " I - ­ I � I � � 4 Q i I _ I __ _._11.� I . -. _ - - _ - _ R �, - - _ ,a SHELBORNE ROAD _ _ - v - - SECTION NE __ _ 60 w_._w.wa _ __,_,_ __w _. _----��_ _� ,.� _ ._._ _ _ ..______ ._ _ _.___.____ ��__ __ �_ �, �____~_ _,_Nw _ _.w��_ _ ,,_______ w __ -- I_ _ - - .11 _ _ __ 0 Ln 0 "' BEGIN LINE "PRA" 20 O N 1 ___ �, R1 11- /VZ10\ EX. PATH STA 20+00, 0.36' ft RT Ln o 0 z r .,3 _ - N - 43362.2815 o 7 4 F \ +:. . .IT - _ _I _ a E - 38145.1305 ¢ I 9� +I „_ "`° ` N - - �_ - -11. 1, ,_�� 60 #P.I. 101+77.78 4 , _ o ,,i „ - ., -� N 0 16 16 E N 2 38,�47 E 1 ,-, CONSTRUCTION LIMITS 11 I= 24° 02' 18" (LT) 11 11 a n 105+00` - Li Line PATH N0°48'31" E `, P z R = 835.00' �` 90.90 _ T = 177.78' BEGIN PATH _, . ` - �_ A_ pp• WW 83.18 __ - - ---_� ;- : � I m - EA1J1 L = 350.32' STA 102+65.00 P.I. 103+54.47 7_- �- - _ •,i I �� F E = 18.72' A = 2° 22' 30" (RT) : R - 200.00' t � CD T = 4.15 w ®, - I �,_r I _ z L - 8.29' END PATH Z ' _ '1'0 � �P� zl „� a STA 104+50.00 '� z - - m E = 0.04' °i � ;- Z �� V ` F 0 u, .� MICHAEL D. & LINDA M. ULERICH - -- - il.Inst #1985-13999 w ' w . . w fnf , a '��.i*+»`i 1-ne :kiz.0' „,aa._,' a 9€r• ¢kx4+.aG.*•.'1 1144 llo ,e,?. ��.£� �. f..3s-,x-ka: NOTE: z BOOK 351, PAGE 497 1 �, , _ g ALL R/W DESCRIBED FROM LINE "PRA" '� 7 'i. 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CT z G1 V V o -- --- _. _ -_rte -GD_: __ _� O _ �� _' -r=, _ _ ._c�3 ___ _.- 100+00 101+00 102+00 103+00 104+00 105+00 M R Bituminous Asphalt O Sodding, Nursery O Wedge and Level Ch w�\\�niuuumuum#nu„�/4,u� HORIZONTAL SCALE BRIDGE FILE RECOMMENDED W M CITY OF CARMEL 2010 1"=20' M OP Bituminous Recreational Path RC Roll Curb, Modified TA Truck Apron ;.. v NoERr �• FOR APPROVAL `` 01-27-2010 E.E VERTICAL SCALE DESIGNATION Q OC1 Concrete Curb & Gutter T e II = s DESIGN ENGINEER DATE V=10' x YP J ) PCCP, 4" (Colored and Stamped Grid Pattern) C4 Straight Curb a * ' 60910005 * E on 6 Compacted Agg, No.53 Base " • ` DESIGNED: VA DRAWN: SAJI SURVEY BOOK SHEET = O YP „ ( Median End Treatment � '" � SHELBORNE ROAD s of 72 0 C2 Alternate Concrete Curb & Gutter T e III ' O '•., STATE OF :•' a '���cis,''••.,/ND I AN.P.::�V� \�. OX Letter Denotes Mod. Curb Ramp Type; Colored and Stamped °" �nryO�Nlligllltll�\�\���o.`O "PATH" CONTRACT PROJECT C3 Concrete Center Curb Type C Ri Resurface Over Variable Depth HMA CHECKED: PWM CHECKED: VA PLAN & PROFILE, LINE BATH 06-21 Model: PNPOIA Drawing: p:\transportation\20067400 shelbourne ni\30 5heetDrawings\10 BaseSets\R-PNP-0112.dgn 59agaetJ�' AO iP t kt4e ov 'T'le ,l C 4- + ++ +4- +4 4- + +4-1 ++ + + + + + + ++ + + + + J_ I + C" W1 W r= Lo W C> C) (b 4h rX C-a + A-1 -!,,;, - it) C) 23+45, 321 "PR-A" Structure Wv 10,2-,; Ch r,0 N�l 'Lo qn Y --qv "It Manhole 7.ype C-4 & + f1i + 190 11-il �- ri 1�i I - VIP, + Z-V 45 ft. of !S" RCP M 'ell" '23*94,,,:32' "PR-A" Structure No. I% tN r :�F 23+00, Structure No. 100 MdrihoW.Type:C-4 & T RCO, --Anlet Type 3-10 & 23+80, Structure No. 103A ft. of 2� ru 0 T 41 ft. of 12H RCP 24+00 Structure No. 107 C ore Ex. Manhole to Not Dlstrub� -10 & Transition Sidewalk to Cross Slope Acco z IRREGULAR TREE mmodate Proposed Pipe Catchbasin Type K CD Exist. Pipe RCP 0 24+98, Structure No. 117 CD -of 12 Adjust Casting to Grade) 6 ft. 00 in PRESERVE EASEMENT & L.S.E. + Existing Inlet 33.34'LT + LLJ > Core, Connect Pipe &Cap Inlet z 5 tons of RIvetment- M Riprap and 10=f (Field Verify) BEGIN INCIDENTAL CONSTRUCTION �Geotd e ixtil Req 23+45, Structure No. 103 STA 20+50.00 "PR-A!' 25+00, Structure No.116 -15 & Catchbasin Type C CONSTRUCTION LIMITS 8"SM . C�, t-0 A I,, Catchbasin Type K-10 & --RCP 00 224w% Structure Noi-112-- 4 ft. of 15" -of 12" RCP Inlet Ty)e K-10 & + 8 ft. EXIST App. RM OG Ln + C) C P 'q- C*4 BEGIN PROJECT SHUctui-e N lip If 0. 105 t-oI + Mot to be disturbed) STA 21+22.00 -A 2- Ex 60" Metal Pipe R UJ LINE 11PR N' SHELBORNE ROAD SECTION LINE z N 0004'39 W BEGIN LINE TR All rq R1 E STA 20+00f 0.36' ft RT In 22+50, Structure No. 111 23+00, Structure No. 101 24+00, Structure No.'1069" 25+00, Structure No. 114 CA , ��t), . /Inlet Ty -10 & N - 43362.2815 06 R Inlet Type 3-1 & Inlet Type 3-10 &_, Inlet Type 3-10& _pe 3 in ft--- E - 38145.1305 + 41 of 12" RCP 7 ft. of 12" RCP,, Of 12" RCP 47 ft of 1 2" RCP V4 S �D 20 38` 7" E N 00 48' 31" E P Go VU blu, co R/W 83.18' - - - - - - - - - - - - - - - - -AM.MST -A" Structure-No. 1 -4 & Manhole Type C CONSTRUCTION LIMITS MICHAEL D. & LIN5A M. ULERICH 98 ft. of 15" RCP & Inst #1985-13999 1 PES,Req'd, REMOVE 15',,!� C%NC C. PIPE BOOK 351, PAGE 497 Rj M, E 1 evi� 23t45, Structure No. 104 - VIP SADDLEBROOKATLSHELBORNE Inlet Type C-15 R\ . L) _a tructure B Inv. (E) Ele'­' 78, 24+77r\32' Tnw Do Not Distrub- Rk 47 ft. of 15" RCP SECTION 1 85\,Ft. 0 Pipe'Re ,��lred (NQ Exist. Pipe Inst #2005-00077944 V. J."rendel"Ofain i + + + 4-+++++-(- 4, + +++LU ­ ­+ ny.+�4 + + + ++ - L-1 1 1--­+__ L % L + - +-, + 4- + 4- 4- + + + 01 + 00 C> C) -4 0 NOTE: ­4 ALL R/W DESCRIBED FROM LINE "OR A" ' U) -TI ALL TOPO CALLOUTS ARE BASED ON LINE "PR-A" UNLESS NOTED OTHERWIS E� -4 a tD -4 < ----------- P ---------- PROFILE OF PROP' E L 886.02 f -------- PIPE-LT�­­- ------------ -------------- 00' 9 1 5 V 8 ............ C', L 4 5 t -4 (PLOTTED 915 t Q 13EGIN INCIDENTAL C014STRUCTION BEGIN CONSTkUCTION C'4 Q PROFILE Of!V DITCH LEFT U"l A 20+50.0 "NJ GRADE TO DRAIN + ------- ------- 06 STA 21+22L.(* 905 PLOTTlED 10-,ABOVE- -894,24 905 +-%.00- 3.W10 ---------- 50% 892.79 ------ 45 L". Of -----------7- 895 -------- +50;00 77 895 co ------------ .......--- p ------------- ---------- ------------ ROPOSED - --------- PROFIL.E ---------- ------ ------- ------------ ------------ -------- ------------ 0/0 �4 57 Co EXIS NG STORM PIPE LT. , I ------ ISTING­LGROUND,PROFILE­ 885 ---­-- ---------- ------- ---------------------- 885 -------------- --------- ------- .............. ....... t I I-L . .......... ---------- 7 12 f ------- ----------: L L L -'�"L ­ i - ----------- 84 ............ LP 23+45. ---------------- — --­­-- ........... El STRUCTI 0EG"M NTAL­CON --- ----------- ------------ -LR-- A 1- 1 --------------- ............... ---------- ir% '1V r LL ri"r-V 1 r-111 875 C4 t ---------- RESURFACE WITH VARIABLE])EPTH^HM r4 --------- + SURFACE, A,� 1-1/2'! MINi TO MATCH EGS G + 865 865 ------------ Ln co E CD C'4 Ln CN 0 174 6 �7 4 0, 0 0 )9 co C0 X) 00 ------ 855 20+00 2 1+00 22+00 23+00 24+00 -25+00 Bituminous Asphalt Sodding, Nursery Wedge and Level [;7� Indicates Ex. HORIZONTAL SCALE BRIDGE FILE Asphalt Removal ............. Pp 1 20' �2 Bituminous Recreational Path RECOMMENDED Roll Curb, Modified Truck Apron 'S FOR APPROVAL 01-27-2010 CITY OF CARMEL VERTICAL SCALE No. DESIGNATION DESIGN ENGINEER DATE Concrete Curb & Gutter Type 11 1'=1 0, X Straight Curb 5 PCCP, 4" (Colored and Stamped Grid Pattern) 6091000 s SURVEY BOOK SHEET Alternate, Concrete Curb & Gutter Type III on 6" Compacted Agg, No.53, Base DESIGNED: VA DRAWN: SAJ 0 Letter Denotes Mod. Curb Ramp Type; Colored and Stamped (�) Median End Treatment SHELBORNE ROAD 10 of 72 011MI t CHECKED: PWM CHECKED: WILE LINE "PR-All CONTRACT PROJECT 30 Concrete Center Curb Type C Resurface Over Variable Depth HMA VA PLAN & PR%1 06-21 Model: PNP01 Drevving: P:lTransporta6on\2006740OShelboumeRcft3OSheetDravAngs\lOBaseSets\R-PNP-0112.dgn _7� C or' Fic 7 e C-15 & �JST (CE D U T C7—" E------- ----------------------------------------- S ._04 90 ++++ + Sta. 31+15++ uct+ Iure No 01A I+ + ++ +++ + ++ + + Sta. 31+1 Location Of Swale As Per Plans 777.,Type�_C nManhole 4"Dated 02/22/06 For Abney Glen -T,12" RCPIqitfv 20, 11P+1 1 (Fie . 31+C) ABNEY GLEN LLC 47ft. of Id Verify Before Construction) R-1-121U, ��3 1 L+�dA24A 29+10 N' 8-1 IInst,42006.00010866 1 PES Req'd Od( Sta 31+20,,vo_ <Irlle -N' Structure cture No. 130 32'"PR tch -10 &r Manhole Type CA& in TypeK I35.00 64 ft. of 12" RCP with 44 1 P ts.'001-Req'd (Outlet to IExT +15.00 w CONSTRUCTION 29+00.00�,18.9 "PR Fa+05.21 Pub. le From Abney+82.3, Pu LIMITS 5 85.00'El. 901.5 28+00 Structure No. 121 Glen Subdiv. Plans) +61.7 ub.Str t A et Appr. z Street Appr. !+11.1 90.00 27+50, Structure No. 118A +15.00 Inlet Type 3-10 & (Field Verify Location)I 30+00,32 26+25, Structure No. 117A CONSTRUCTION Inlet Type 3-10 & 47 ft. of 12 RCP EX. i�)65.00!�_ 0 StructUreJ46. 126�X LIMITS 1, - +15.00 Inlet Type 1-10 & 47 ft. of 12" RCP +1000 Manhole pe -4 EX­RjW 47 ft. of 12" RCP Sta. 28+73.35,32"`PR_N'_Str:`No. 121A 65.0'01+90.00 :�jD.00- -29+10Structur-eNo. 124 88ft�. of P 30+460"" tructure No. 127 Reconstruct M.H.- EX R/W ------5AN. 4 ft. of 12" RCP E)aST App. R/W osin Type K-10 &,,,4 12" RCP�ILn 9 IG +I + CD G P %D S C) tLn -P+ LIV ---LINE "P'R-S-121 ow 39"Ln R C2 �7 N 00 0,V 39"W -LINE "PR-A!' un "PR-S-121 R" 140.30' f 3911 W N 00 7 LINE Uj z 1,31 .541 91 S N 00 04' 2 Sta. 31+20,-"PR-S-121W'LU S - 31+20, "PR A"ta. C1 131�4 Structure No Il3lat TYPe I M\ Iz U R 2 M > U + S ZD P r C5 P I4T R/W_ CONSTRUCTION LIMITS 40' R/W 31 Sta �+25 "P 21RH IEXIST App. R/W Ln ISta. 31+25, 3 "PR-A"M re No. 119 IF 27+Ln Ex- 50. Structu++ Structure No. 132 1 40.00' Catchbasin Type K-10 I+38.1 C1. I'Dr Req'd. Type'" &Mlanho 7 ft. of 12" RCP 18+00- Structure No. 122 W 20.0' le, 26+4`36t"OR-k Structure No. 115 26+25, Stru�ture No. 116A 'Catchbaslh--Type K-10 & 30+00 Structure No. 128 , 319 ft. of 16�' RCP Manhole Type D-4 & Catch Basin Type K-10 & L+91.8 C11. I Dr. Re +64.8, Cl. I Dr. Req'd._q'd. 6f,12" RCP -10 &33 ft. of 36" RCP Inlet Type I 7 ft. of 1� W 12.0' z IW 20.0' 29+10 Structure No. 125 M Inlet Type 3-10& 47 ft. of.12" RCP-kp cture No. 120 47 ft. of 12 DErENTION POND +- + ++++ +++ ........ + + + ++ ++t+ + + +Ili(All+1.5 tons of Manhole Type D-4 & ++ No. 123+ +++(SEE SHT 35A) 119 ft. of 3C� RCP Rivetment M-poeao +++ + + + i6'jype D-41-8L,5 SYS of Geot6a IHe Re� MICHAEL MALOY -3611 RCP . . . .. .NOTE: z f tTO Inst 910'96-961 ALL R/W DE RIBED FROM LINE 11PR X#ALL TOPO CA UTS ARE BASED ON rM tn n-I-A" UNL HERWISE.NOTED OT LINE 11PR iILIMITS II +10, PRO:ILE- - ----- OF PROP -------- I + I00 T IPEE .STO ZM PI 09.50 IEL I ------ 925 IABOVE-DA�U TTED 10 M) T ROUND A1jQa­G-RADI NC L_ BUT 00_7MS4 I + IST A 31+00 925 67 oM 124A t; "PR-S-121 R1[ '12" Pipe @ 1% ELEV. 911.48 29+10-00 I4 ----------- ------ 915 IIIT @-23%------------ -------I915 I---------- +1.04%CD---- ------ . ..... P RO ILE OF PROP!II '7% I+43 II77 STO PIPE ET 905 -STO III +IIIA E DATU EXISTING GROUND.PROFILE . M)905 I ----- - -----... ---------- ----------------- ------ - PROFILE 00 PROP III-- --------- IPROPOSED PROFILE ­STORM-PIPE-RT-.--IQ t---------- ­4-7 Ln ---------------F of+895 III-- --------.......... -------- ......... -4 i La CX_-, 36it Pipe @ 03%---- -------- ------Ln IIIIII@ �30/b I+ 885 1119,LPT. of 36 --- ---- -------777-7-77 co pipe 4 ItIII3 IIILn Ln IICD Itn Ln C4 IIII00 875 IIISH ETS, -40-FOR ISEE 9 IC> co W I ---------IIIt II -PRO p �N7& MES,FOR LINtS 4 ------4 I ..."PRe-S121V &_TRrS121R7 ----------IIIItIII865 6 C C) (T) E P4 _(-1 Ln ---------- Ia-) OD 865 00 31+00 30+00 27+00 28+00 29+00 26+00 HORIZONTAL SCALE BRIDGE FILE 1 11=20' Wedge and Level Indicates Ex. DESIGNATION Bituminous Asphalt Sodding, Nursery Asphalt Removal -0%S RECOMMENDED 01-27-2010 CITY OF CARMEL VERTICAL SCALE< ..' FOR APPROVAL V=1 0, X Truck Apron No. DESIGN ENGINEER DATE I Roll Curb, Modified Bituminous Recreational Path SURVEY BOOK SHEET 60910005 of �__72_2 Straight Curb Concrete Curb & Gutter Type II PCCP, 4" (Colored and Stamped Grid Pattern) TE DESIGNED: VA DRAWN: SAJ SHELBORNE ROAD PROJECT on 6" Compacted Agg, No.53, Base Median End Treatment CONTRACT Alternate, Concrete Curb & Gutter Type III PLAN & P r"FILE LINE, "PR 06-21 C CHECKED: VA 0 Letter Denotes Mod. Curb Ramp Type; Colored and Stamped Resurface Over Variable Depth HMA CHECKED: -- PWM oncrete Center Curb Type C C 4 in 47 le ft . 2 T 0 - e 2 R 6 C P 32tzI1' r Plans )ney G gn nstructlon) LIM, TV C 77ta8+73.35 3 RL.co�q Tud I77 A�4 Model: PNP02 DravAng: P:XTransportation\2006740OShelboumeRd�3OShostDrevAngs\lOBaseSets\R-PNP-0112.dgn � . . . � . . + + +�� "j ;,",, , -1L 4. , C) %0 -" , ,_,i 1:1 + J-­i­ .& + + + + -L+ '1111111���������������������l����������������IiiiiiiI -� I — - I I I . 11II, ,zz� � y,­'A (D %A lzi I I - 'it C�D N1 Llj -�" ,4t, f�lj � :�N C' �) + + ­�, C) " 4 )l,��— + + -411.4. 1 �-�41 �11111 : ,* - (D �7­kc, C-1 �­ L47 ilt; "All �iJ , I ::� ,i � 41—,777,-, * -- It- I ��, 110;,0 C-�,-� i - . I - ;!! �- �,,I "XI I � . � p!�-, fn .6,:N" " . ^, -ifl, t��­ I . - - r1j I 1j,Nj ZJ Q3 Un trl 11-11 V,Ln 4 'D, I ,� - - --i ­ � 1 !,.F7 F,� U11 C) I" , , zo '-J - , ,'A �,CD 1, 't') (,) "Pl. P­Ln , ,:?,�0 -,,%<;, �7,u 1= e �,,, I I kc'li :-j:­ I 't-11 tPi-'-LM U U�-"� + W NJ C) 1­' I �--�rl�*61 I 1­0 ,��. �� . . - , , ��­,,e r-j -+' �r W �- �1- fl- W, N) , , �, ,�t!7'�'� , � I.,r)",K, cc � + P7, r--j C) 11 ", , , ITIR c1r, Lnp, L11 CA t�l� r�-t. ��,,F - I'-- 011k =1 . r-N C,rll U, I'll7i, \ t C) :r,. " M.t. �- . . . 1� ..L �­C� "I . 1�1"I CD t,j"Q1 "W-NWW,,4Nj! -- - " .- (n 111) ON - P��l + `4-�jc� -j0nQ0�4.NM­,,j, 00 9�1 W �, 15 (N * 1-j + 0 �DAO I Fin W-1 I !,j4, � . * - al (DI 1215 -V C G) cm �­ 0 I:-- -* Ln,k. ­jcl, -i-,:�,j �0;,.�:,�-P!r,i,-)P! ­,� , 1< 11) " t 1�.U� . Ili cl-,�"I 11AA t 0 , 0 ca 6 q r&, 'D C rr NJ 15 91 :n W CV ''I "I ,�!-­� 9 00 x, - ", S11 � Kf,,-r Q! � N 110 I"" A �-,,T* Lr) --"'i; nn "' -1 r1i < ::F I< I -"' n - 73 -1 ,T� < -�v 00 I 9 il', - - ­F :� 1� N N�;� a 0<S 0�-,- �1" r- , r-1� 00 =< ; , ,,�-, I-5, N ­� -, r �*- -�,, ;- W f, li� - V,A) - - ! =� f-v' f-j" , ?:�j 1��,,Z,*-— ;T - -�Zi-r- Mil � !7 ­17 1 i;�-F)t --I ­7 1�i' �, I 00 �- " I �, !!� �;,� x -1 I -,-4-,-1S "3 r)F � � �1, 7- M,F -" r-_4 1< �1; , ,-I , '" � t, "'� - (P � I - NOTE: .D 'y fla. �. al C,D ":;,Q'i C4-- (1) Q.;1 ro a, - 9 � i1r; ­� =,m I A-' " rp ...�r- ��M,-'� I- -­ Flli�TNT K, �1­ �,zt " -­3:1 a � ,D �5 -- 1 :3 , ALL R/W DESCRIBED FROM LINE "A" MA ;AR 7 COLE-R—USSELL -oF I'll ALL TOPO CALLOUTS ARE BASED ON END INCIDENTAL L140 CURVE DATA I� CURVE DATA LINE "A" UNLESS NOTED OTHERWISE. , Inst #2005-00071235 BEGIN CONSTRUCTION P.I. 83+95.09 — I ­ �- 11 ­1-111 1­11­­­ - 11 STA. 83+00-00, 3.721 LT "PR-SI31R" ,�s = 3" 45' 49" (RT) . P.I. 84+97.35 ^ � I � -111, ­­ I � ''I I � � - I � ­1---- I � I � - - " ­11 ­­ Zi = 3* 55' 14" (RT) - �� 1 ­­ - ",I �, I ...­­ ­11 - - � I.. � "I ­­---­ - ,� - R = 500.00' 11, �� I ­­­," , ­­­- ­- I I 1 - -1 ­1 --- 11 ­­ - ��l ­ -- I ­­- 11 "-, ­ ­1-1- � ''I ­­­11-1-­ ;- ­­­­11 I -1- I R = 2,508.00' _; 1-1 3- 1, ,- ---� I- -­­1------ I ­ - I � - - ­ ­ � � I 11 I � 11 ­ I BEGIN INCIDENTAL T = 16.43' -- ­ I I � � ­­- -- ­ - - I I - - � STA. 82+00.00 "PR-S131R!' L = 32.84' T = 85.84' 1 1 2 11-1 L = 171.58' . ­­ -- ­ - I E = 0.27' 1 ­ I � -- . - I -� I , I ,�,' E = 1.47' ''. �� -11 I—- ­­- "I­-­­­11 ---­­- �1,1� I ,"", ,,, 1'7�', -­ ­- , I 1- ­­- �11-1 � ,­ � ­11­1­­11 - � ­ I ­�,­- -11 -- -­ ­�11-11- I - '�­'I" � ,, ­11 I I ,� I � - I-­­ " -�-, I 11- 1­ ­1 -­­ I ­� "--- ,- " ­ 1 -1 ­1 "I''. ,,, I I - - 11� 1 1, I I - I ; ­ � ­­ �-----F�?� �, , , - ­ , i ­­­ . -­­-------­ , ­­------- Al, ---- ­­-­­­ -�---­- I � I ,- I CD I I � ; ­9- , ... I 1� - ----11 - ­­­ �1�1, -­- , ---­­ . 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I 1­ i � --- --''­­ ­- � I ­ - - I I ­ � 11-1�- � ; � I � � I �. ­ - ­­­11- ­ 11 I—-�-­ I I � 11 11-­ I—- ----I - �-- ---- t ­ -1 I ­­­- I— -- ­1 I I I­­1-� � i I I � I I r i � I - 11 1 ; 11 � I i i : 1 14 � . 11 I I - ,I - -­ - -- --- i ! ­ i --- -----I-- -1------ ­ -,�------ - --- - -- , I � : I � � : ­ I � I I I � I j � " '� ' - - ­­­­-, ----- - ­ i ­ 1 11 I � ; � � I I - 11, � i I i I - "I � I I I I I I I I 7- � , I... "I i ---- T : -­ I - �I-­11 �­­I--­I -il---- ­­ ­1 �il-­ ­1 i ------ � I 11 � 11 I I I I I I � ' 'I I � � ­­­­ - 11­11 i " I i . I I i i I � I I I I I I I 11 I � . , 11 I I i I I t i - 4---- -----­­-� --­11----1­1i ­ i I I I I I i � ­1 I ''I I I I'll , I I ­1­­­­­1­ ­ ; I � 11 � I � � � i I � I 1 4 � I'll- ­ ­ I I 11 � i i - I i � � i - : � I I � ,� I � I 11 I I I � I i 11 1, - "I I - 11 ; i I I I i I I I 1 4 " I I "I ; I I � I I ­ 11 I i I I' � "I I � ; I "I � I I � ,i i � I --I--I I ­­�11- � � � I � I I - i I I I ­11 � ­ I . 11 � � I � : I I ­ I '' I � ------ -­­--­­­-­­- �­­­­­­-,-­­ � i � i I � I � � I 'll i, I I I "I I i � I 1-1 ­111111 - - --- - ------- - i I � - � - I ; I I' ll 1 41, 1 ''I I '' i 11 i � I ''I -11, I I - -­1­­1­­­---­­--,-- --t ­­-,- - � -­-­- -- ­- -,----- -- -­­­ - ­i' '- -­ -­,­­ ---- ­ --- - ,-,,, I I i l I I � I I I I I I � I I 11 ­� i � i ­ ­1 -­­',­­­1 ­ i -­,, � I I �, I I� I i i I i I � I � ---- , � I � ; ' 'I � "I ; ---i - - � I i ; �-I -----I- I ­­­­­ ­­I- -­L­ - -- - - I I I : I I .. 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SHELBORNE Ro A T"I — EL I § concrete Center Curb Type C 00 ; ---Q.!.- 11 I L-IA-P 1, . 24 * - (�� Resurface Over Variable Depth HMA %#nnflillill W% I CHECKED: PWM CHECKED: VA I jxkj CONTRACT Model: PNP11B-PRR Drawing: p:XtransportationA20067400shelbournerd\3OSheetDravAngsklOBaseSets\R-PNP-0112.dgn - . — - — I —I — — � PLAN & P"R OFILE - LINE TR-S 13 1 R" PROJECT — . .1 - . 06-21 11 -- . 0 ,- - - t . L:�= � NO_ _ � )-00",��� / t��t-STA 7---] -----------------------— 4 :1 , I ----- -- - - ­� , -- , --- '�" , I RECOMMENDED - ,oo,% FOR APPROVAL I 11 11� I I., Ipp I /I % "I'll �'%'\.............k - % � * � � � � I I - I - - - I IR�­�-6-i-S-7-t;�-`--�Ilr I I I V � No - ---]Fstf--------------1-11- ." .1111..I%---, F �—=01-27 2 . � - 010 DATE -----------------------------------------------------W� -F=x :; I � 0 .. 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I - - 5.00, I 1, \, / , I � � � .11 I ­11, - 11 - ­1 � 11- - - I- BaST AP I I �-! � I \ � - � _P \ " S 11 � - - I P. R4 it I'll I _� --1 \� I I - '� � t -Lr.n nn i t � �� /1-1 \ I -bi- 11 - I , - - - ­­ -I I- - ­1 — I I ,\,\,\,, I 111� - I, ­ I ­ - i - I � -­­- ­� -_--: , __,_w_�_ � I I'll­_ - 11 11 I\� 1, I S , __ g= --, - , � I I "I I'll, - 11 I I I'll _____ -- 11 I \ - 11" , - � a I'll, '' - " �� ' , \ fy) Z_ \1 ­ I - - 11 ��, 11 I I/ �- - \ "I I 1� � I 11 I I ��"I��� "I , 5.00 I/ I ,� � " I V-1 � I I , 11 lio I I -_ I - - , � - � �� -�I I"\ 1_� \\\, . I I I I : � I- -_ 88+17 "PR­N131L", Structure No. 253 Li END CONSTRUCTION - --- " I- N C) i, I "I � \ 11 I i, Lin - ­_ I �- I 11 I ,,, � ,- \\\,\ I � �� 11 N I �: � , /Catch Basin Type K-10 & Co "All IIPR-NI31RIV - - 'i "1, , � \ � :, - + STA 90+68.00 Ln - _ , , \1 1-1- � I ­ ­ I I — - , I 1 -1, I ;_�,, I \\ , 111� - r-op, ,,, �t P� I Q� , C1 W� . I-- - I I �- 11.11 - — � - , - 9 11 1-11- END INCIDENTAL - � T ,� I ,v k­ ", " t-1 �', 11 __ ­­­ - I - - � 1.I - 1-1 I - - - - 55 ft. of 12" Pipe Req'd. & . - I--, "I, + - ��1 1 1 1 - "I I - 6 P I I - - - - I I - CONSTRUCTION LIMITS < - -1 11 �- � - �1, r-,11" -P.E S I 11 11 - CONSTRUCTION I , 7 I !,�bp S!-,C:. �� , _ 71`,.-"_ 1 Ln � 1, �I L. I ." 11 14, � _ __w. - I - �- - - I ­ ­ . STA 91+50.00 "All I , V,7;,-� I '�TNI - 11 I M - ,-��,,­,,M t I n',,­i',! , - - 00 �, I 17i ­­­," 111-i -il - , _ _ -_� - _,_1 - � - - - - k: - - - -- - - - - - - - - - - - - -- - - - -, � , , ') � � ��� - - - � 1. � __ __ - � 11 - 111 ­- I - - i1r !if,ff_�: � r,"J,,'Q�,Fli t"If Nli!,!!f,/!E'Ef\f F CM _- - - _K, T!­ " P,,­­�­� � "I",- I - - - - ___1 - 11 __­­ �- ___ ­ � - �REMOVE EX PIPE r1l: -- :: 1. - —_ �� ­­_ ---- ___ __­_ --- �� ­ - ­­_ � - ­­­ I'll, � I �'r_ - _. - - ,� ::: < I R I � � . I I �tg I An * LINE "A" & SECTION LINE I i � I � �, -� % -_ F-�-_ . * I (n qii� � I ce� t--) SHELBORNE ROAD i �V I , N 00'46"W I I . I 12y/ -_ I 1:121\I I q___�� /I _� I /-,\ N 00 00'46" W I � N 0- 00'4611 W LU :�i � I ,.1? I,- - -./ � . _t 5191.96' CM. I I- 11 RI. STA 8 "All le LINE "PR-N-131L" -------- IT 214.45' / 156.07' 11-4 \ � - R-131-A , - - _ I -_ ­­_­ I �- I _­.�-_��LINlE-PR­N-13111 . z 11 I 1 - 34+ 9 ROX STA 86+31.75 "A" C1 I:: % ____ ­_ 1. � ­11-1 -� - V. - ­ - - � - - � - _____ ­11- I—- _____ 1111 ­­ _­ ''I ­ ­ ­ _ I I � I - � I I I T - ___ ­­ . I , I 1.� - __ _7-------------------------------------- ____,_,­,_,­,________- : - ___ -__ .k ­_ - "I ___ _ I I - -I_1__ I- .1__1_1­1 ­--l- ­­­, __ - - - I ____""I - --- I - I - .j � I ? I I - _. I -_ - -- I ---- -1 I I -_ ___­ _ I -1 I I I __ - � iI I - �I � 1-1 - __ � 11 11 - 11 � TA � I � ­ ------ 11 - ___ 1 - 1 I _____ ---­_ -- I ­_ 11. 1111--_ - , ------11 -_ 11 ­ ­_--1 I :4- __ 'I\ 11 = " \ 1 � - - If - if E ­_ _ 11 ''I -- I - 1, � 1� R ,1 ,. I � 131, r�'-- INE PR-NI31L !-q I ­\ Co U � I I ? I I � , ov_ I �RC "? r-O S15 1.5 - 11 Lri � �— (�X 11 , , � - , - ID 1 V-4 " !Ip � i I I C2 C1 Q I I I , < , li'' I 11 + , � � I I t-i �, I �_� I : I I ENTER OF ROUND AB U - I 11 I I il I I I : L _�� STA 86+52.09 'IN', 42.1 I S� 19 I � , i I I S zo 11 I I - , I � - � I I I , � z , ; 1, �� 1, I ___� t4 W i ! I , , ,-_;- ,-' = STA 34+61.30 C1 I I I - - I ; , 1, I I , , , 97.0 Ln I , , � i " I , - I I \ I ,,, . � I I , I , ­�, � I I ,_ I I . tr_ � , , I I im_�i I "S-131-A", 71. 1'� . I 1 I i I I � 4- : I ; � � I I I . I I I I I ­ I - .- � � I oz � � - i ", I , "I'll" I I , _\ 1'111�:� � , t i I A Ar I �, I I.- - � - --iiiii-i"­..... � ,--, I i I RC - - I , - ; I % I i \,--" � i � � \ - (Cl I F - - ,_­11 I— I ______ ___ �j I I--,---I ­­­ I I I—'----I 11 -11-- I � - - - r I � - I � - , -1-1 ­_ � ­­11- I -_- - — __= =-- -- I I � � I- % I - . I Va. i -I f I 'S - - - - � � - I I - I � - - I I I I ; , S (�� - - - - - - - — - -- . I +00.00 +50.00 i - I I ­ � ; I 'I', . �--- CONSTRUCTION LIMITS I I � � "A 88+26 "PR-N-13IR", Structureft.-25-2 - - - - - - - � � I -11 F, I— 40.00' 1 i I 1�' __ - i I i - ---i" � - --- ­111 I ; 40.00f 1 - 1 - I - - - 1. I ; � I I - - � I - I -_ ,_ I ; I [ I I � l � 1 -1- .1- 1- T­ - _ i ; ,T 1: � I I I i 11,,,-1 ; � I I I Inlet Type K-10 & ,I I I t 1- I - 1 4 , ­.I - i � I 11 I � �- I ­1-- �I � .- I I ­ I I I- - i I i 4 � 1 -1 I , � �_''I r , � -_ � Z� I I � ­­­_ - �- ­ ---- ­­ ­ I I I 1____11 ­ -1 - , : ­ - I ­ -_ I I I I � , 1- -1 11 11 11CP I -, I � I � � � ! I I : . �- 47 ft. of 12 1 11 I � x i I I i 1 3' R � - - I � , ­,- � I C-b � I D LINE"PR-S1 111" BEGIN LINE"PR- - +97.00 � . I � � I "I - � . T I I i I I � + - i I I ; i� I i � � t ii : 1 5+83.40 " R-S131R" STA.87+06.88"PR- 3 C1 -04 - - I . 11 i , � I a - - - R 60.00 � . � i T ; - � � I I I I i : 85+77.20 78 'IN', 46.96' RT =STA. 87+17.78 "A �s - .e< I I . I � T -$_4--i-4�_�,,, I � 1 1 q-,J I ­1 -11. 78. --i-IOAR I , I I � � , +-i- ++-4-+4--4- I +- 4-4, -1- 4- +/ 4- - - HAMILTON COUNW . � � , - + +1 J, I - � -NOTE: � - __ ,--- ii�_114 ,Vl< I � ,,I - 1.11 11 j - -1 _­1 ,j CURVE D 1 C$ ot CURVE DATA t,Q I , , �, �� , I C_��­,, �C, � fl, I 1, _,�` � _N 41 V", I I i 1�+ , . " - TA �_� I � _6 - A ,t, ++ ,_�, ­WMWM15' r� 11, , .1"emir"11 0"C U)C� 1�o <11, ,,,I �­ k_ A4.N, , -1," - �, . " . �11 I , -_ W CT !_,(,, -1 , � * ,� IT q,,, I , , i��­,�, " 11 I � I .zi 1: 11 -,ALL R/W DESCRIBED FROM LINE "A 'L I �_ I ,�� - 11 COtAMISSIONERS -, __ C �� ; � - ; - : " `J p , �.I "%,�, i �­ , � L._� ,- " I "� - ,� - ,,,;,, - I - I � "� ­(xl ,, I � - � 'I 7% ke) ,!,-, C'!��m 74.96 :b� ,I I I �, k - I - � I �- -----I - I �_ � � - - P.I. 87+57_605 ,;]' I ''I ;­i�z � I I � " � P.I. 89+ 1 ALL TOPO CALLOUITS ARE BASED ON' � ,_ ,4�01 ��!,�-�-`?� t�.­,,'� 11 I ,W ,�, "A 71 � '.­1` - Y_ I I _ I ! "'Cl- I ! -- - - : I I - ,_ ,J4 � qi � - - _jN -I­1 -­ [ - i-I I I . D ­1 ­j - LI , * , ' ' , :�� �,n �, "F� � -_ ---A =:5 0 4r,,36" ff 'J' --A = 150 54' 32" (071, I C �w�l C) ..iiP (Ar i_ , ,�_4;j��- � I - � �J 11�� W Ili (J1 ':i�o C -4, 2'r __,�I ki 1�, - I," - A� --ch ­1 � L. � � - � �. , I -i�'k � 11 - � !42 -------- � I I I I , � - ,'04' k-i", Q.,N _14,ii%. C"T, _N W Iii ,r) iS7 ____ --� (4� � ' 'I _­11 � _­- � i I il �_ CA` �/ 1 st #2003-00025256 1 1 � , ," ii ,, , ,�',�­T: _N, ,8 , 0 ­_ =, ,,�,,- � �.,l I - ---------17, � I - 10 ��pa� TV in I I NE�"A" UNLESST NOTED OTHERWISE. 1-I ,"",, , ,,,, , i � - - C-� V�, f,n ,`714yl P U, - I F_ lip -N R = 992.061 Tj�i -1 U11Q k0 . 1, I I , i . � , - , - ­­ ­1 t ,� OP. � � , _ Sta. 87+50 lip 3111" R = 500.00' I I I 2 � I­ - �, I ­­- I ­ " ,_j- 1 jl�;,,xi 1q,,, .�, _F , � , ""_,* . I ,1- - , -� ,f IR� " ,�, I _1 0 ". "p,, ­� - -� I (,-� , I 1, ) " -� '41 � 11 T111- � � - 1-1 I—— I I I �:7 Tit ��, r�_ 11� �� ,,i, , - � � .!�_ � -, 01� --- � , 1 E4 M � .T:: � , I,*:;�:,".__� - __7�-� T I llx�! 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I - I 'll - �- ,: _ ____i__ - - __- ___ �_ � ___ -____1 ­­_.______,__4,____- � ­­- -­ - - __ -­ ­ -----­1.­I I I __ -__ __ cr� cr� __- - ­ i__ __- ,� - -------, --,--,.- ____ = I � � I I _111111--_ - � __ I _L___ -� " N-­--- �________- - -,__ � r-1 "� ��___� ,- , � - 1- __- 11­­ - -r__1. ___ - --,- __________ ___ t � � ­ ; i I I � i I �------- I I _.-_-l­,4 I r*q_ _--i-- �� - - ­11--l-1-­­­­, ---I I I --- � -­ " ,"__-- ��- - -_­_�- � - t _­­---I- __ ___" " __­ -1-1� -� -- - __ �- __� __ I __" "-- ­­­­ ­ �, ,-___ - __ _ ,I...�- I-� I­­­­­I- i ____-__ , rl � � � � - T Ch 0 1 -.-,--,--, . -__---__ __ 11 � - - I - - 61--- -,-,, �--1 W I - -1, I 11 .C, I— - -1-11 - - -__-I­ I ____1 - 1-1 - �� I ­­­ - ­­­ I - - -1- ­I ­­ - -11-1 I -- ;_ - ON I Cn I I— I -__1 0`1' Ch __,_____ __ ,_ 1-11111-1­­ -I,,----- � - 0`11'',__ I-I I—— - � I 1 885 I­ ___ 11-111.11 ­­­ __ _117%10�--- ___ - _­­__11_____­_­ ­­ � I —— ­1�7i 0 __ 1-11111 . __ ­­ � ­_______­­­_----_-0 Oil- ­­­_ 1 __-L- ­­ 01i0% ____ _,_ i I larl I L". - I ___ - - ___-___ L -- __ _1­11.1111. � -� - ­­ - __ -, ___ __ -, ­­­ - ­­- 1:71 - ____ .�. 86+00 87+00 88+00 89+00 . 90+00 91 +00 . \ ,\�\%,\\\��illillilliollll#ll�l�1,414, � (A) Bituminous Asphalt (�) Sodding, Nursery * Wedge and Level , . HORIZONTAL SCALE BRIDGE FILE agoo!'�3\, W- k�e�* D_ s, P, * IT pw ,R,i� ........., , . =20' .0,iSTE �17 1141, 1 A .. W".. %__ RECOMMENDED iDt-o wmq�� CITY OF CARMEL i �1_11 ... og� (:�) Bituminous Recreational Path S 'O'. 11_5_1 �! (�� Roll Curb, Modified (�� Truck Apron J " ..... It FOR APPROVAL Olm27m2010 . VERTICAL SCALE DESIGNATION M �-� ." No. .... . I , C� I .: .: i.' DESIGN ENGINEER DATE .. V=10' I I x ` C> (�� Concrete Curb & Gutter Type II (�) PCCP, 4" (Colored and Stamped Grid Pattern) (�� Straight Curb I * .- 6091 0005 : * M _j on 6" Compacted Agg, No.53, Base 9-0 '........ STATE OF .....:...Ckc: DESIGNED' VA DRAWN: SAJ SURVEY BOOK SHEET I (4 Alternate, Concrete Curb & Gutter Type III % ... - SHELBOIZ-NE ROAD I 0 (�) Median End Treatment _... "'4..Q!A...�..... ..", 25 1 of 1 72 1 . . - mped .... 1 .1, (K Letter Denotes Mod. Curb Ramp Type; Colored and Sta 1. N . CHECKED: PLAN & PROFILE -TR-S 1 3 1 R" & "PR-N 1 3 1 R" CONTRACT 9 (�� Concrete Center Curb Type C (L . (�� Resurface Over Variable Depth HMA #11111 11111191 PWM - CHECKED: VA — . -21 Model: PNP12B-PRR Drawing I: pAtransportatlon\20067400 shelbourne rdN30 SheetDrawlngs\1 0 BaseSetskIR-PNP-01 12.dgn — . . __ _j I I I 1 06 1 1 11 - , , , ;_ I + , I r, -� ` , - - .. 1­1 - :�' � ' 7 r ' '_0 n ' '-- ` , � , j, , � , - - � + " , 711"', + 'N ",_"` '�' �"�*_ `11! � `__ -1­ M'�, -__�, 1.\ ", `­_'O"11"_ I- _ �_r I­`�___` I'll, � - � I I - ­ _�...41 - I CD"., - ,*� M . ,-" ",-, � - - / \�_""\" _ ­ - / �, , �00, , � ­ V 'L - _2­00 � I I __V��,"`�_ . . 13+50.00 "PR W121R" = 13+50 "PR W121L" = 13+50.30 "S-121-A, 14.21' RT 14+00 "PR W121R" ' O O �� 13+99.99 "S-121-A", 2.25' LT. Q 13+49.82 "S-121-A", 140L,LT. 13+48.150"5-121-A'EL8909.27 O O O O OL.= 909.27 r, EI.= 909.55 O O O EI.- 911.46 + + +, 14+00 , PR if = „ „ 14+00, PR W121L = 14+00.30 "S-121-A",13.74 RT 13+50.00 , PR W121R = + „ „ -}- + N _ 13+99.15 S-121-A ,12.51 LT EL. 911.14 w 13+ 0.00 "S-121-A",1.29' LT EL. 911.38 M M M M M z ELE. 909.58 14+43.92,"PR W121R" _ n 14+00 ,"PR W121L" _ 14+55.40 "S-121-A!',8.51 RT 13+95.91 "S-121-A",28.09 LT 14+12.94 "S-121-A" 101.12' LT.= 13+32.16 "S-121 A", 177.63 RT.= EL. 913.51 " " ' + . - 14+54.28 ,"PR W121L" = EL. 911.06 34+15.76 A , 144.68 LT. 14+72.24 "S-121-A" 2.16 RT.= 14+51.17 "S-121 A" 27.45 LT 13+32.16 "S-121-A" 177.63 RT.= 33+12.98 "PRA", 84.75' LT. EL. 913.33 31+36.86 "PRA", 224.00' LT. EL.= 913.87 14+54.28 "PR W121L" = 14+69.02 "S-121-A" 25.18' LT.= 14+50.02 "S-121-A" 164.24' LT.= r /1 4+42.88 "S-121-A, 43.43' LT 33+40.16 "A", 88.13' LT. 34+79.10 "A", 108.00' LT. 14+55.40 "PR-W121 R" = H EL.= 912.97 EL.= 913.69 14+48.91 "S-121-A", 23.14' RT i� 14+34.08 "S-121-A" 173.76' LT.= EL.= 913.19 � +-► 34+88.53 "A", 124.00' LT p� jp 14+66.33 "S-121-A" 64.18' LT.= 'pp, 14+86.28 "S-121-A!', 23.33 RT.= 33+79.15 PRA , 91.06 LT EL.= 913.13 • •P 32+91.87 "A", 70.61' LT. LOW POINT • EL.= 914.03 32+67.72 "PR S121L" = 14+75.81 ,40.10. RT " -A" 14+85.51 "S-121-A" 58.52' LT.= 32+59.85 "PRA, 46.44' LT 32+75.05 , 81.0' LT "PRA" 33+73.61 35311 71.86' LT. 32+50.00 PR S121L = EL.= 913.64 32+44.90 "PRA, 36.96' LT tJ EL.= 913.89 �' ,.i �►' oo ' C) $ 0O o 15+21.31 "S-121-A" 74.81' LT.= EL.= 913.58 ° $ 33+90.12 "PRA", 36.16' LT. ;� o EL.= 913.80 3 "PR S121L" = o0 32+50.00 "PR 2+67.72 S121L" _ � +50.74 "PRA 5960' LT oo• 32+36.89 PRA, 50.82 LT . 1, EL.= 913.89 34+03.66 PR N 121 EL.= 913.26 = 19 cc 34+08.06 "A", 37. ' LT 34+50.00 "PR N 121 L" _31+50.00 "PR S121L = R F � EL.= 913.44 34+54.55 "A" 29.95' LT 32+00.00 "PS121L 34+03.66 R-N 12 L" EL 31+49.02 "PRA, 24.37' LT 31+94.49 "PRA, 32.49' LT ^ l = F R= 912.86 N121L EL.= 911.74 EL.= 912.44 1f+80.63 "S-121-A!" = 34+20.9 "All, 50 4 LT 34+50.00 P //n = 33-168.09 "A", 6.70' LT •� EL.= 3.08 34+49.09 "A", 12.61' LT 31+50.00 "PR S121L" = 32+00.00 "PR S121L" = hp0 EL.= 913.22 EL. 913.49 . 31+49.99 "PRA, 8.40' LT 31+99.10 "PRA, 17.17' LT 15+13.96 "S-121 'A" 37.84' T.= 35+00.00 "PR N121L" _ EL.= 912.06 EL.= 914.25 EL.= 912.76 32+77.49 "PRA", 42.86' LT. 35+00.00 "A", 24.00' LT - w STA 33+33.31 "PRA" EL.= 912.65 31+00.00 PR S121L - ,p0 R _ 31+00.00 "PRA, 24.00' LT CD 31.54 LT. `�D0 EL.= 911.16 ccn ch P.I. STA 33+15.54 "PRA"= 3 + .54 "A" 18.001 ' R = STA 15+57.00 "S-121-A" IF 31+00.00 "PR S121L" _ 5� � 18. 31+00-00 "PR-A, , _ _ _ _ 2.00 00 - - - + RN " - EL.= 911.48 ° �°-t L6 0 32+51.22 11 R A", .44' LT cC '00� 35+00.08 "A", 8.00' LT N 6 C4 913.84 3.00' R °0 33+59.43 "A", 19.12' RT EL.= 912.97 LINE "PR-A" o ui EL.=914.2 �'.g , o „ N 0 04 39 0 00 33 E SHELBORNE ROAD LINE "A" &SECTION LINE 15+48.59 "S-121-A" 34.18' RT.= 32+81.32 PR 31+00.00 "PR S121R" = EL.= 914.48 31+00.00 "PR-A,A 8.03' RT N° to 116 � °• ° O g °o o $ ° N y�O nj N N EL.= 911.48 a �� CD ►,`) O 31+00.00 "PR S121R" = 35+00.00 "PR N121R" _ 31+00.00 "PRA, 24.03' RT 32+00.00 "P R S121R" 33+97.04 "PR N121R" = 35+00.00 "A", 8.00' RT _ EL.= 911.16 31+50.00 "PR S121R" = 31+99.71 "PRA", 0.58' LT cc 33+97.04 "A", 8.00' RT 35+00.00 "PR=1212.98 11 EL.= 912.88 0 EL.= 913.68 „ 11 _ 1� 1 31+50.10 PRA 7.67 RT o 34+50.00 PR N121R - 35+00.00 A , 24.00 RT EL.=912.08 °o $ 32+98.5 "PRA" 34+50.00 "A" 8.00' RT EL.= 912.66 32+00.00 "PR S121R" _ '� $ 13.59' RT 33+97.04 "PR N121R' = ' .�R EL = 914.66 33+97.04 "A", 25.37' RT EL.= 913.28 32+0403 P 31+50.00 "PR- = . RA, 14.83 RT „ „ _ 31+50.99 "PRA 23.64' RT EL.= 912.56 EL.= 913.33 34+50.00 PR N121R - 32+63.50 "PR S121R" 32+87.44 "PRA" 27.91' RT ° 34+50.00 "A", 24.00' RT EL.= 911.76 32+64.89 "PRA" 0.90' LT EL. 914.30 °o_ 15+55.92 "S-121-A 66.21' LT.= EL.= 912.96 32+50.00 "PR S121R" = EL.= 914.12 HIGH POINT �0 33+81.74 "A", 1.49' LT 32+48.12 "PRA, 12.29' RT EL.= 914.04 EL.= 913.50 32+63.50 "PR S121R" = STA 32+32.98 "PRA" 32+59.58 "PRA", 14.89' RT 93.88' RT. EL.= 913.79 33+67.68 35.12' RT "A" ELEV=913.88 15+57.00 "S-121-A" 84.37' RT._ 32+31.69 'PRA', 110.93 RT. 15+57.00 "S-121-A" 97.18' LT.= 34+13.49 "A", 124.00' RT. m � nnumaou �n // HORIZONTAL SCALE BRIDGE FILE a �otar ��i °°� /p o, � Q�(�i•sr'eRE;o.s RECOMMENDED CITY OF CARMEL 1720' r Na s FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION o = DESIGN ENGINEER DATE 120' x ° _ * 60910005 * � . :� a DESIGNED: VA DRAWN: SAJ 121ST STREET ROUND ABOUT SURVEY BOOK SHEET STATE OF 72 per••. 't� GEOMETERY & SPOT ELEVATION SHEET CONTRACT PROJECT nNmAmn nnn���m���e��� a CHECKED: PWM CHECKED: VA x 06-21 Model: sheet 1 Drawing: p:UmnsportationA20067400 shelbourne rd\30 SheetDrawings\20 SinglesWOUND_GEO.dgn C) 0 0 0 0 0 0 0 o a o 0 0+0 O N m Ln Ln 910 to 8+76.00 "S-126-A 97.47' LT.= 58+52.73 "A", 124.00' LT. 8+94.88 "S-126-A 92.07' LT.= 60+42.51 "A", 104.90" LT. 60+02.74 "PR N 126L" _ 60+08.16 "A", 10.97' LT EL.= 920.8 60+02.74 "PR N 126L" = 60+02.67 "A", 4.05' RT EL.= 921.1 0 10+10.73 "S-126-A 35.20' LT.= °0 59+85.92 "A", 10.65' RT. 58+69.19 "PR S126L" _ °- 9+63.10 "S-126-A 52.91' RT.= EL.= 921.51 c 58+69.19 "A", 25.37' LT 70 58+98.56 58+00.00 "PR S126L" = EL.= 921.47 EL.= 921.78 �D - P.I. STA 59+50.69 "A" _ 58+00.00 "A", 24.00 LT 58+69.19 PR S126L - 9+80.88 "S-126-A, 43.81 RT.= _ cY „ " _ "._ " 57+50.00 PR S126L - 59+06.80 "A", 19.12' LT. - STA 10+00 "S-126-All _ 60+50.00 PR N126L - 61+00.00 PR N126L - 61+50.00 PR N126L - EL.= 920.96 58+69.19 "A", 8.00' LT EL. = 921.51 0 "Al', ►► „ ,► ►► 57+50.00 "A", 23.99' LT EL.= 921.82 EL.= 922.14 59+67.31 "A" 0 60+49.56 5.14 LT 60+97.14 A , 15.28 LT 61+48.68 A , 22.63 LT 57+50.00 "PR S126L" = EL.= 920.68 EL.= 919.98 EL.= 919.13 EL.= 918.34 ►► ►► 58+50.00 "PR S126L" = EL. = 921.65 35.12' 57+50.00 "A", 8.00' LT 58+00.00 PR S126L = - EL.= 921.42 �� �� _ 61+00.00 "PR N126L" = 61+50.00 "PR N126L" _ 60+50.00 PR N126L - EL.= 921.00 58+00.00 "A", 8.00' LT 58+50.00 "A", 24.01' LT ►► ►► � 61+00.37 "A", 0.40' RT 61+49.96 "A', 6.68' LT EL.- 921.28 EL.= 921.33 60+50.69 A , 10.82 RT - EL.= 920.30 EL.= 919.45 EL.= 918.66 58+50.00 "PR S126L" LT = 0 0 0 ° °o °0 58+50.00 "A", 8.00' LT N N r' EL.= 921.65 LINE "A" SHELBORNE ROAD N 0° 00' J3" E o LINE "A" 58+0 .00 "PR S126R" _ ,� 58+00.00 "A" 10.16' RT. 0+01.23 "S-126-A, 66.21' RT.= Of= 21.25 58+84.49 "A" 1.49' RT. 3,00' R _ 0 0 0 " ►► = 18.00' EL.= 922.18 � _ °o . 0 0 58+50.00 PR S126R 60+50.00 PR N126R r� 58+45.41 "A" 29.81' RT Sta. 59+32.92 "A" 9+80.88 "S-126 1' LT.= 60+52.17 "A" 2,00, EL.= 921.50 31.54' Rt. 59+59.05 "A", 1 1 ' T. .= 920.16 EL.= 921.78 18.00' 2.00' + - _ 57+50.00 "PR S126R" = 3'�0►R +76.35 "126-A", 38.55' RT. + "A" T. 58+00.00 "PR S126R" _ � .- 921.93 p�Q` _ 61+00.38 "PR-N126R" _ EI.= 921.00 31+49.19 "A" OT''. c�'1• Q 3.00 R _ EL= 920.93 N ru L.- 919 61+50.00 "PR N126R" _ 57+50.00�"PR S126R" = 58+50.00 "PAR S126R" _ + .07 APR-S126 = o c_�h 61+00.00 " R N126W' = 61+49.94 "A", 9.37' RT 57+50 A 24.00 RT. 58+36.07 A , 42.81 RT 5 49 A , 4 . 6 RT w c 59+99.31 - R = EL.= 918.66 ELI= 920.68 = - "' Z 60+ ", 50 T ,� - 61+03.74 " ", 32.39' RT 61+50.00 "PR N126W' _ EL.- 921.18 .- 921.57 � � 58+67.07 "PR-S12 6 " = N .= 920.92 60+50.00 PR N126R - EL.= 919.09 61+51.28 "A", 25.32' RT 58+47.35 "A", 52.24' .2 60+57 .50 "A", 45.46' RT EL.= 918.34 EL.= 921R 5 9+99.31 PR N126R► EL.= 919.84 10+65.96 "S-126-A 63.28' RTI � � T. 'Lp' .y� 60+12.71 "A", 64.63 RT 58+87.67 "A', 66.20' R o EL.= 921.73 EL.= 920.60 0% 0 10+78.30 "S-126-A 79.15' RT.= 10+45.93 "S-126-A, 37.24' LT.= � N 0 58+71.85 W, 78.60 RT 59+88.05 "A", 45.84 RT. EL.= 921.32 w EL.= 921.28 °o 10+82.96 "S-126A 42.35' RT-- oo- o° 0 10+71.93 "S-126-A. 22.26' LT.= X 59+08.6 A E 83 .921R5. 59+73.13 "A", 71.87' RT. EL.= 921.08 �pppp 10+93.73"PR E126R" = 0 11 00.76 "PR E126L" = 10+83.85 "S-126-A" 35.79' LT.= 58+86.35 A , 105.83 RT �► 59+8b.69 "A', 83.76' RT. EL.= 920.87 1 50.00 "PR E126L" = 59 67.96 "A", 110.53' RT 1p� EL.= 920.72 (LOW POINT) 10+93.73 "PR E126R" = 59+ .40 "A", 151.17' RT EL.= 919.59 •p�� w 10+86.31 "S-126-A 2.33' RT.= 59+01.00 "A", 99.41' RT EL.= 918.66 �Q 59+48.70 "A", 86.32' RT. EL.= 920.19 o EL.= 921.27 11+50.00 "PR E126R" = 16�00 rI 11+00.76 "PR E126L" = 14+00.58 "S-126-A 231.01 LT.= 1+ 40000- RT. 59+20.59 "A", 152.13 RT 0 59+53.53 "Al', 103.62' RT ' EL.= 918.70 p' 00 EL.= 920.91 11+50.00 "PR E126R" = Z 11+50.00 "PR E126L" _ 59+05.30 "Al', 156.84' RT 16. 0' 59+58.19 "A", 151.51' RT 11+54.02 "S-126-A 186.26' RT.= EL.= 918.38 EL.= 918.34 11+53.97 "S-126-A 107.09 LT.= m 57+65.03 "Al', 154.75' RT. .00� + a HORIZONTAL SCALE BRIDGE FILE \\\p"�.��a��al�!umwmimuiaiii��//o r , � p� 1"=20' ISTE'F '% RECOMMENDED W [J. CITY OF CARMEL VERTICAL SCALE DESIGNATION QP�,........... f�S % • No. •'•� � FOR APPROVAL DESIGN ENGINEER 01-27-2010 QATE 1'=20' x * 60910005 * _ STATE OF ; a DESIGNED: VA DRAWN: SAJ SURVEY BOOK SHEET �- 126TH STREET ROUND ABOUT 37 of 72 GEOMETERY & SPOT ELEVATION SHEET CONTRACT PROJECT US CHECKED: PWM CHECKED: VA 06-21 a Model: sheet 2 Drawing: p:\transportatioM20067400 shelbourne rd\30 SheetDrawings\20 Singles\ROUND_GEO.dgn O 00 g ,0 00 O O C; �� O O + 1.7 o u, + 33+00.00 "PR-W131L" = + +00 00 00 86+56.57 "A", 133.02' LT 3+000 "PR33+00.00 "PR-W13111" -W131L 00 00 = EL.= 918.70 Sta. 85+47.03 "A" 86+25.61 , 124.65 LT 86+41.54 "A", 127.53 LT 156.79' Lt. EL.= 918.93 �0 EL.= 919.02 2.00 33+00.00 "P -W131R" = 0. 1600 33+50.00 "PR W131L" _ 16.0 00` 86+58.68 "A', 80.56' LT 86+10.56 "A" 119.22' LT 2' EL.= 919.56 L.= 918.61 2 DO 33+50.00 "PR-W131L" _ 33+50.00 'PR W131W' = 86+74.37 "A", 86.29' LT Sta. 87+51.44 "A" 86+36.71 "A', 76.20' LT EL.= 919.24 37.68' Lt. EL.= 919.42 33+50.0 "PR-W131R" = 34+05.57 "PR-W131L" = Sta. 87+76.51 "A" Sta. 85+20.82 A 86+20. 2 "A", 75.83' LT 86+77.73 A , 28.36 LT EL.= 920.16 80.95 Lt. 73.58' Lt. EL.= 919.10 34+07.58 "PR-131-A" 91.59' LT.= 100.00' R 86+71.58 "A", 11.45' LT. 0� EL.= 920.52 Sta. 85+68.70 "A" 34+05.57 "PR-W131L" = g 59.17' Lt 33+98.55 "PR-W131R" _ 85+83.13 "PR-S131L - " 33+98 55 "PR W131R" _ " " 35.35' LT 8 +12.5 A , 35.21 LT 86+96.89 A , 85+85.87 "A", 12.22' LT 86+2p.79 "A", 28.83' LT ,so EL.= 919.57 EL.= 919.75 EL.= 919.55 Op, 0 88+50.00 "P11-14131L" _ 85+83.13 "PR-S131L" = 88+47.37 "A", 2.85' RT 85+82.21 "A", 14.89' RT � 34+15.88 "PR-131- ' 135.0 ' LT= EL.= 919.82 84+50.00 "PR 5131 L" = w .Q- 84+00.00 "PR-S131L" _ 85+00.00 "PR-S131L" _ EL.= 920.10 = pp c �00- 87+15.10 "A" ' 84+51.11 A , 13.45 LT 85+00.00 PR S131L = -4 •5. o � _ _ 84+00.46 "A", 13.50' LT 85+01.29 "A" 10.87' LT 33+9 .0 "PR 131- " 36. ' LT.= EL.= 920.33 88+50.00 PR-N131L - 89+50.00 PR-N131L - EL.= 919.13 85+51.49 A , 6.86 LT p0 88+51.65 "A", 18.26' RT 89+00.00 "PR N131L" = 89+49.08 "A", 11.96' LT _ DEL.= 919.36 EL.= 919.22 6+16.26 ' ", 5' LT. EL.= 919.52 EL. 919.20 L DINT _ hp EL.= 920.14 88+97.93 "A", 7.09' LT EL.= 920.09 84+50.00 "PR-S131L" _ _ EL.= 920.02 89+50.00 PR N131L - 0 0 84+00.00 PR-S131L = 85+00.00 PR-S131L - 85+00.00 "PR S131L" = z o 87+50.00 "PR-N131L" _ _ �; °� 84+00.00 "A", 3.05' LT 84+49.87 A , 0.45 RT 84+99.66 "A", 5.05' RT 85+49.35 "A", 10.64' RT °r° 87+53.93 "A", 32.83' RT ,� „ _ ,- EL.= 919.41 89+00.00 PR-N 131 L - 89+50.03 "A", 1.26 RT EL.= 919.57 EL.= 919.54 EL.�919.87 EL.= 920.30 N _ _ 89+00.41 "A", 7.30 RT EL.= 920.35 87+50.00 PR-N131 88+00.00 PR-N131L = ,EL.= 920.31 "PR--S131 " 85+00 o N 04' 17" 4+1 85 "P -131 A" .86' LT.= 87+57.05 "A", 17.14 RT 7+99.81 "A", 16.30' RT 86 24.86 A" 7 95' LT. EL.= 91 .9 EL.= 919.78 SHE NE ROAD 46rr W LINE A EL.= 920.20 LINE "A" &Section Line 5+00 ,~ N 34+07.04 "PR-1 31-A" 53.64' L = o CD 86+33.62 "A", 11.80' LT. .86 "PR-N 13.1 " - c 84+00.00 "PR-S131R" = 85+00 EL.= 920.26 "N', _ h; + 72 8.46 RT CD N 83+99.92 "A", 1.12' LT PR S131R p0 34+40.17 "PR-131-A", 18.77 LT.= EL.= 920. 0 ON ° EL.= 919.51 84+50.00 "PR S131R" _ - 3' 85+98.98 "A", 21.42' RT 84+00.00 "PR S131R" = 84+49.35 "A", 6.29' RT c 00' EL.= 920.46 87+06.86 "PR-N13 _ "PR N131L" ° ° 0 18'00 34+64.51 "PR-131-A" 14.80' RT.= 87+24.55 "A", 22.77' RT 83+98.61 "N', 12.16 RT EL.= 919.38 o p, EL.= 919.24 84+50.00 "PR-S131R" = 85+00.00 "PR S131R" = '"' 85+95.21 "A", 45.80, RT. -Q EL.= 920.52 0- o 84+46.24 "A", 21.74' RT 84+98.08 "A", 17.47' RT - EL.= 920.63 2 0� .p o 88+ 0.00 "A","PR N131L" _ °- 89+50.00 "PR�N131R" _ EL.= 919.06 EL.= 919.62 0 5��0 18.00' 88+ 3.54 31.86 RT 89+50.55 "A", 8.80 RT 85+00.00 "PR S131R" = N EL.= 920.10 a+ EL.= 920.37 84+94.43 "A", 33.05' RT 85+50.00 "PR-S131R" _ °o. 88+50.00 "PR N131R" = 89+50.00 "PR N131R" _ EL.= 919.30 85+46.51 "A", 29.80' RT Sta. 86+52.09 "A" opFzN131R 88+58.27 "A", 49.64' RT 89+53.26 "A", 23.08' RT EL.= 920.01 42.12' RT. EL.= 919.82 EL.= 920.08 85+50.00 "PR-S131WI _ " " 3� ° 88+50.00 "PR-N131WI = " _ �� �� � 34+47.02 "PR-131-An, 126.90 LT.= �� �� � 89+00.00 PR N131R - 85+46.51 A , 29.80 RT 87+07.16 A , 27.41 RT. _ 88+53.89 A , 34.25 RT 89+06.36 "A", 35.93' RT EL.= 919.69 EL.=920.88 87+50.00 APR-N131R = - EL.= 920.14 EL.= 920.00 85+85.30 "PR-S131 R" = 86+79.32 A 87+58.20 A , 63.24 RT 88+00.00 PR-N131R - 89+00.00 "PR N131R" _ 85+77.20 "A', 46.96' RT S o° 9L.= EL.= 920.42 88+05.81 "A" 47.98' RT N EL.= 921.38 87+50.00 "PR-N131R" EL.= 920.15 89+01.97 "A", 20.55 RT EL.= 920.27 EL.= 920.32 35+25.64 "PR-E121R" = 85+85.30 "PR-S131R" = 87+63.46 "A', 78.35' RT 85+95.27 "A" 106.96' RT 85+67.37 "A", 59.58' RT 0 87+06.86 "PAR-N131R" = EL.= 920.10 88+00.00 "PR N131R" _ EL.= 912.23 EL.= 919.95 0 87+17.78 A , 78:31 RT 88+10.30 "A", 63.34' RT Q EL.= 920.81 EL.= 919.83 p 87+06.86 "PR-N131R" = 0 35+10.91 "PR-131-A" 43.65' LT.= o 0 87+23.70 "A", 93.18' RT Sta. 84+48.35 "A" 86+24.43 "A", 91.96' RT. 5+27.47 "PR-131-A" 107.0 T.= EL.= 920.49 137.77' Rt. EL.= 921.00 N 3 87.92 'A" 108.0 - RT. 34+89.21 "PR 131-A" 121.41' LT.= 35+25.64 "PR-E121R" EL = T) 87+02.02 "A", 69.63' RT. 50•p0' 86+15.70 "A", 107.70' RT EL.= 921.17 EL.= 912.64 35+29.71 "PR-E121L" = 35+18.20 "PR-131-A" 75.07' LT.= 86+5713 "A" 11695' RT 86+55.92 "A", 98.99' RT.. 35+50.00 "PR-E12111"' = . , . EL.= 921.22 85+98.86 "A", 130.58' RT EL.= 920.86 Sta. 85+05.91 "A" EL.= 912.24 W 5+50.00 " -E1211-11, 0.00 = +29.71 "PR-E121L" _ 138.46' Rt. 35+50.00 "PR-E121R" _ 86+ .18 "A", 134 ' RT 86+6 . "A", 126.74' RT 86+14.85 "A", 131.151 RT o EL.- 20.76 .= 920.54 EL.= 912.56 0 2.00' 35+50.00 "PR-E121 - z 36+00.00 PR-E121R = 2.00 16.00 2.00' 16.00 2. or .34 "A", 141.44' RT 85+97.06 "A", 180.54' RT = 920.44 EL.= 912.06 36+00.00 "PR-E121L" = lOp,pp,R dr Sta. 87+48.89 "A" 36+00.00 "PR-E121111=1 = n M 86+33.05 "A", 181.85' P 6 187.91' Rt. 86+13.05 "A", 181.12' EL.= 920.19 ' 36+00.00 "PR-E121L" _ EL.= 9128 Ck a a a a 86+49.03 "A', 182.68' RT zu z z EL.= 920.51 �. z J m �1e�nnnnniuunnun,,,,,,, HORIZONTAL SCALE BRIDGE FILE a r ' , �I��y "ar QP•: Rs '� RECOMMENDED CITY OF CARMEL 1"=20' r . �1SiERFO'' g% r No FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION ° 60910005 DESIGN ENGINEER DATE 1'=20' x ` � SURVEY BOOK SHEET N DESIGNED: VA DRAWN: SAJ p•`• STATE OF ,•'� ,�ss. ��?�� 131 ST STREET ROUND ABOUT 38 of 72 "n�niinmuinimmnan�°° CHECKED: PWM CHECKED: VA GEOMETERY & SPOT ELEVATION SHEET CONTRACT PROJECT o_ 06-21 Model: sheet 3 Drawing: pAtransportation'20067400 shelbourne rd\30 SheetDrawings120 Singles\ROUND_GEO.dgn Temporary Erosion Control Table 00 W E E Temporary Erosion Control Table ar D cad D s ea O o ° oo E E tc ►i Y c �. '� �_ � � w cs d ✓:L d w Q V w a- �' i� E ` fsi 1-- tC O Tsf U m V O co � CI p ���-!! �s n_Oi c� m ++ Q o C� t'�a a—�i � Cv °i d O- `-' �� > to c's aui LA M �C ++ 7G — x ++ K G- @ Q1 a. d � O. d i r i Location a M �. E v in im .= a cn a o m — o i fl. v G!. Q1 Lu a ! O d 44 .., O as ea : O w `•- 0 t 0 0 C C O a► +-' Q � U U O rn � C � � N K x L i d o tn L o ,� Cn ;' -a UL o E a� " a Remarks ¢ �' 3 £ '�"' a a a, w =• d a a a o o = a o c U c� = c ca d m v C7 cc M o L t m 0 E a >�. E >�. $ �. as E # — a� c� �, es = c�: ea as c o ,u o- E E E m E cn c sn E �,,� d un ca s LL o ;� Remarks � t o L L O L Gff S � E as V > _ M E O. D E iL �. Q U °r m 2 E � 0 � _ 1` t-- t— o U O o d E E ev E to = c E to { a> U U o .r ton ft ft ton (ton) ft ton ft ft Ib ton Ib CYS Each SYS (Each) Each Each Line RT ° ton ft ft ton ton ft ton ft ft (I b) ton Ib CYS Each SYS Each Each Each 2120 RT 2123 LT 4712 RT 2200-2390 LT 19000 t 4735-5697 LT 96200 1 22501 T 4743 RT 2250 RT 47651 T 1 2300 LT 4775 LT 1 2300 RT 4775 RT f 2320 LT 1 4900-5645 RT 745.00 1 2320 RT 5075 LT 2375 LT 1033 5075 RT 1 2400 LT 35,99 5200 LT 1 2400 RT 5200 RT f -2500 LT 74.00 5300 LT 1 2449-2687 RT 238 00 5300 RT 1 2450 LT 1033 5400 LT 1 2450 RT 10.33 35.99 5400 RT 1 2459 RT 35 99 5525 LT 1 2500 LT 1 5525 RT f 2500 LT i 5650 LT 1 2500 RT 5650 RT 1 2534 RT 1033 1 5712 5945 LT 23300 1 255$RT 35 99 5750 LT 2600 RT 1 5750 RT 1 2625 LT 1.00 5840 RT 1 2625 RT 5850 LT 1 -2850 RT 153 D0 1 5855 RT 1 2750 LT 5960-6352 LT 392,00 f 2750 U 5987 RT 2800 LT 6102 LT f 2800 RT 6102 RT 1 2800-3051 LT 251 D0 6200 LT 1 2380-3010 RT 130 00 6200 RT 1 2910 LT 6282 LT 1 2910 RT 1 6284 LT 1 3000 LT 6300 LT 1 3000 RT 1 6300 RT 1 3050-3287 RT 237 00 1 6340 LT 1 3081-1333'8-121-A"LT 369.00 6340 RT 1 3120 LT 6371 -6600 LT 22900 1 3120 RT 1 6600 1300 S-126A" RT 794 06 3185 LT 8142-2947 S-"131-A"LT 880.00 3185 RT 8157-8414 RT 257.00 3297-3482 RT 185 00 8725 LT 3450 RT 8747-2950"S131-A"LT 44100 1 3460 LT 1 8770-9065 LT 29500 3492-4677 RT 118500 8770 L T 3510 LT 8815 LT 1 3510 RT 1 8835 RT 1 3560 LT 1 8900 LT 9.33 1 3560 RT 9065-4265"E-131-L"RT 110800 3700 LT Line"S-121-A" 3700 RT 1125-1299 RT 207 00 3780 LT 1142 RT 3780 LT 1 1280 LT f 3780 RT 1 Line"S-126-A" - 1 3900 LT 1 1124 1338 RT 21400 390Q RT 1 Line"W-1314-" 3800-1125"S-121-A LT 774 00 1 3076 LT 3831-3929 LT 9800 Line"W-131-R" 1 3939-4354 LT 415 00 3070 RT 4000 LT Line"E-131-L" 1 400D RT 3700 LT 4073 LT 3775 LT 1 4073 RT 1 3825 LT 1 4112 LT 3825 I T 1 4112 LT 1 3900 LT 1 4112 RT 1 3975 LT 1 4125 LT t 4025 LT 1 4125 RT 4025 LT 1 4200 LT 4220 LT 1 4200 RT 1 4220 LT f 4250 RT 4270 LT 1 4347 RT 1 Line"E-131-R" 1 4414 LT 1 3527-3566 RT 39.00 4414 LT 1 3591 -3774.59 RT 183.59 4454 LT 1 3675 RT 4480 RT 1 3760 RT 1 4492 LT 1 3760 RT 1 4492 RT 3789-4066 RT 277 OD t 4510-4546 LT 36.00 1 3925 RT 4518 LT 4025 RT 1 4540 LT 1 4065 RT 1 4540 RT 1 4080-4204 RT 124.00 1 4625 LT 4270- 4626 RT 1 4650-4723 LT 7300 t E 4677 RT t 1 120 Sub Totals - 4408.00 - - 41.32 - - - - - - 1.00 143.96 6.00 58.00 3.00 Totals Sub m - 7380.59 - 9.33 - - - - - - - - - 10.00 43.00 6.00 Grand Totals a *Quantity shown is for information only. Cost of Geotextiles shall be included in the cost of - N Temporary Check Dam -Uniform Rlprap or Temporary sediment trap. HORIZONTAL SCALE BRIDGE FILE Q 0 �,I STf pE0:S' % RECOMMENDED CITY OF CARMEL o No FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION * 60910005 * = DESIGN ENGINEER DATE x o °p`•. STATE OF ;' DESIGNED: VA DRAWN: SAJ SURVEY BOOK SHEET ..... W BITUMINOUS o a r� GRADE MATERIAL FOR C/) w Cn z ( RESURFACING w/ w v o w (LESS THAN QCIQA-HMA 4 HMA TYPE C WIDENING w/QC/QA-HMA,4, m 0 LOCATION Lt/ DESCRIPTION WIDTH LENGTH m z RADII 10%NOT EXCAVATION NMAFORAPPROACHES HMA PATCHING 76 76 z° F- ¢ Q a COMPACTED o (STATION) Rt (APPROACH SHOWN) WIDENING w/HMA o © cam o o Q o z TYPE OR " R" ¢ m' J m w Y o AGGREGATE, No.53 0 CLASS} o m ,� v a m SURF. INTER. SURF. INTER. BASE INTER BASE BASE INTER. BASE g o 9.5mm 19.0mm Type-B Type B Type C 9.5mm 19.Omm 25.Omm C25.0mm 25.Omm 25.Omni C25.Omm 25.Omm U IN OUT 1 2 yd Type A Type B Type C 165 275 550 1350 1615 Type A Type B Type C 165 275 385 330 385 440 400 440 330.0 6" 4" 6" 8" 6" ft ft ft ft ft % % CUT FILL bn bn ton bn bn bn bn bn bn ton bn bn bn bn bn bn bn bn bn bn bn bn bn SYS. bn bn bn TON REMARKS Line"PRA" &"A" 26+91.8 Rt. C L I 12.0 30.7 16.7 10.0 10.0 28+64.8 Rt. CL I 20.0 26.5 12.5 10.0 10.0 25.2 7.0 30+38.1 Rt. CL I 20.0 23.0 9.0 10.0 10.0 38.1 19.9 38.1 8.9 32+02.0 Rt. CL 1 10.0 122.0 96.0 10.0 10.0 142.0 34+86.9 Rt. CL 1 12.0 31.4 17.4 10.0 10.0 39+33.7 Lt CL I 12.0 24.3 0.3 10.0 10.0 25.2 7,1 43+60.3 Lt. CL I 12.0 29.5 5.5 10.01 10.0 38.5 47+27.7 Lt. CL I 12.0 20.0 10.0 10.0 38.5 22 57+05.4 Lt. CL I 16.0 50.7 26.7 10.0 10.0 38.5 - 59+40.3 Lt. CL 1 12.0 88.0 69.5 10.0 10.0 7.8 49.4 60+73.4 Lt. CL I 18.0 75.1 32.1 10.0 10.0 20.4 31.2 63+61.7 Lt. CL I 18.0 17.1 10.0 10.0 112.5 19.0 67.9 26+82.3 Lt. Street Approach 12.0 47.0 40.0 40.0 1 11.9 19.8 27.7 23.8 1 27.7 27+05.2 Lt. Street Ap proac h 12.0 47.0 40.0 40.0 11.9 19.8 27.7 23.8 27.7 30+61.7 Lt. Street Approach 26.0 55.6 40.0 40.0 20.0 33.4 46.7 40.1 46.7 38+15.5 Lt. Street Approach 32.0 46.0 40.01 40.0 20.3 33.8 47.4 40.6 47.4 46+95.2 Rt. Street Approach 32.0 43.5 27.5 40.0 40.0 11.5 19.2 26.8 23.0 26.8 94.1 Line" E-131-R" 35+78.9 Rt CL I 22.0 33.5 13.4 10.0 10.0 37+82.4 Rt CL I 14.0 32.0 16.3 10.01 10.0 56.2 10.9 40+72.0 Rt CL I 12.0 19.6 10.0 10.0 31.1 8.5 68.7 Line"E 126L' 12+93.8 Lt CL I 12.0 14.0 10.0 10.0 27.2 Line"W121 R" 13+04.9 Rt Street Approach 26.0 64.5 45.0 40.0 23.0 38.4 53.7 46.0 53.7 Mainline , S-Line& Incidental 21+50.0 to 90+50.00 2505.0 4177.4 5562.5 5879.6 5562.5 53.1 TOTAL: 2603.6 4341.8 5792.6 6076.8 5792.6 122.3 53.1 828.5 83.6 F 71 m CL � ���� ��y HORIZONTAL SCALE N \�\\\�va�a W M ao BRIDGE FILE U` YF CITY OF CARMEL a Q�:•• sIER'"�s fig? RECOMMENDED FOR APPROVAL 01-27-2010 VERTICAL SCALE DESIGNATION r o j No. ` DESIGN ENGINEER DATE * 60910005 1 * ° x x g�., STATE OF :���e DESIGNED: VA DRAWN: SA,) SURVEY BOOK SHEET e APPROACH TABLE CONTRACT 59 J 72 0 . /0 N AL APPROACH PROJECT a a�f��mauiinma"a"""gym CHECKED: PWM CHECKED: VA x 06-21 Model: Sheets Drawing: p:\transportatlon\20067400 sheibourne rd\30 SheelDrawings\30 TeWes\Approach-Table.dgn