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4th Street and Main Street Intersection Imrpovements (Proj. 98-04) INDEX MAN SHEET NO. DESIGNATION 1 TITLE SHEET CITY OF CAH EL 2-3 TYPICAL CROSS SECTION 4 PLAT NO. 1 5-8 PLAN AND PROFILE 9-12 CONSTRUCTION DETAIL 13 CURB RAMP DETAILS 14-15 MAINTENANCE OF TRAFFIC 46 140496GAPE PLAN - 5144ter 05 17 TRAFFIC SIGNAL DETAIL 18-19 PAVEMENT MARKINGS 20 UNDERDRAIN TABLE 21-30 CROSS SEC 4th AVENUE AND MAIN S I IREET UTILITIES UTILITY OWNER ADDRESS is Is HATER SE`% R CARMEL UTUTIES 130 1st Ave. SW Carmel Camel, M 4• . Illy RS C ION I M ROV M NT Attn: Pouf AE�ow 571-2648 GAS INDIANA GAS COMPANY, W. 1630 N. MwAw► St. BEGIN PROJECT �. IN 46202-1496 STA. 9+50-00 LINE "A" NOO Attn: Ron Baker 321-0599 Moil Gas Plans To: 1600 Allisionville Rd. P.O. Box 1700 END CONSTRUCTION Noblesville, IN 46061 - � Attn: Don Perdue STA. 39+00-00 LINE " S- 1 -A7 � CABLE TIME WARNER CABLE 516 E. Camel Dr. Camel, IN 46032 Attn: Ten Gibson 848-4726 ELECTRIC PSI-CINERGY 1441 S. CA Aford Cornet, IN 46032 Attn: Dean Groves 581-3041 END PROJECT PHONE AMERITECH 5858 N. Conop Indianapolis, IN 46220 STA. 15+65.00 LINE A" Attn: Stowe Knobs 252-4275 o CARMEL HIGH SCHOOL 25 1ST AVE. O l Q r .t P-4—E _ MAN S j_ STREET I I I I I I I I I I I I I I I I l i� l�• -- ---- - ---- _MAID 136th S1 —N\16, i i I I CARMEL-CLAY PUBLIC LIBRARY � 25 W � 1 .o V SCALE = 1" = 1000' T- 18-N . SIKET BOARD OF PUBLIC WORKS AND SAFETY CARMEL JR. - HIGH SCHOOL � 1 aw;,� Ozu MAYOR JAMES BRAINAR D , CHAIRMAN w (X BILIJY WALKER SCHOOL BEGIN CONSTRUCTION STA. 31 +00.00 LINE " S- 1 -9 MA Y ANN BURKE CITY OF CARMEL [INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 1995 TO BE USED WITH THESE PLANS] • ARCHITECTURE AU 4 • CIVIL ENGINEERS \��P L.In ■ • LANDSCAPE ARCHITECTURE pNS Q1, ♦GtSTEREO �•�� • LAND PLANNING PREPARED BY: PAUL I. CRIPE, Inc. (317) 842-6777 7172 GRAHAM ROAD • LAND SURVEYORS PHONE NUMBER VOTE of fv a SHEETS INDIANAPOLIS, INDIANA 46250 • ENVIRONMENTAL CONSULTANTS CERTIFIED BY. _ F III ' 1 of 30 ( 317) 842 - 6777 FAX ( 317) 841 - 4798 • TRANSPORTATION ENGINEERS DATE a,�,N '' s%NAI ��•'� CONTRACT PROJECT IP low IF AJI s LEGEND LINE "A" �A FULL DEPTH WIDENING 36' " 165#/SYD. BIT. SURFACE, #12, ON SEE DETAIL B" 330#/SYD. BIT. BINDER, #8 OR #9, ON 12' THRU LANE 12' TURN LANE 12' THRU LANE 4" COMPACTED AGGREGATE BASE, #53 ON 5 COMPACTED AGGREGATE BASE #2 ON 4.0' 6.58 2' 16.5' 19.5' 2' VARIES 4.0' 6" SUBGRADE TREATMENT (COMPACTED IN PLACE) WIDENING VARIE 5 © RESURFACE PAVEMENT — — — MATCH EXISTING SLOPE B BS MATCH E tSTING SLOP TACK COAT — — VARIABLE DEPTH BITUMINOUS SURFACE, #12 (165#/SYD. MIN.) L ��- - - - - - - - - - - - - - - - - — — ® BITUMINOUS SURFACE MILLING (1 " ±) A ON CONCRETE CURB RAMP TYPE "N" Exisfing Pcvemenf (D CONCRETE SIDEWALK, 4 IN. TYPICAL SECTION 5 COMBINED CONCRETE CURB & GUTTER, TYPE II SCALE: 1/4"= 1 ' 0 DEPRESSED CONCRETE CURB & GUTTER STA. 9+50.00 TO 12+00.00 SODDING Q MULCHED SODDING * UNLESS NOTED REMOVAL LINE "A" 14' RT TURN LANE 12' THRU LANE 12' TURN LANE 12' THRU LANE SEE DETAIL "A" NOTE 4.0' VARIES 32' I 18' WIDENING VARIE BIT. MAT. FOR TACK COAT REQUIRED BETWEEN BITUMINOUS LAYERS. BS B TACK COAT A 5 — — — MATCH EXISTING SLOPE MATCH EXISTING SLOP 2% - - - irL L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Existing Pavement TYPICAL SECTION SCALE: 1/4"= 1 ' 12+00.00 TO 15+65.00 24" 6" 18" 24" 1» R 6" 18" 6 1" R " Topsoil 1" R-\ =� 5 " Topsoil 1" R a- \' 5 _ I �' BEGINNING OR END OF CONSTRUCTION Composted Backfill— N A - ,� I Compacted Backfill — " 2" R Class "A" Concrete 4" 2" R Class "A" Concrete � Compacted Subgrade B TACK COAT 1 " 60' i Aggregate for Underdrain Size #8 Compacted Subgrade SAW CUT 1 " 14" �'—6" Group "K" Pipe DETAIL "A„ EXISTING ROADWAY DETAIL "B" SURFACE MILLING COMB. CONC. CURB & GUTTER TYPE II W UNDERDRAIN COMBINED CONCRETE CURB & GUTTER TYPE II BITUMINOUS 1 " + SCALE 1" — 2' SCALE 1" = 2' NOTE: # TAPER WEDGE UNIFORMLY TO MEET EXISTING ROADWAY SURFACE CONSTRUCTION DETAIL NOT TO SCALE CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE RECOMMENDED i AS NOTED FOR APPROVAL Qom _E° STATE OF INDIANA VERTICAL SCALE DESIGNATION S 60880408 DES AN ENGINE 0- DATE AS NOTED o; STATE OF 4,V DESIGNED: PLK DRAWN: BDC TYPICAL SECTIONS �'R SHEETS s%��FS ^'�,�,'a► � 2 of 30 ti S/ONAI. � CHECKED: RJZ CHECKED: PLK MAIN STREET CONTRACT PROJECT LINE "S- 1 —A" 33' Max. 11 ' THRU LANE LANE VARIES 11 ' Max. 11 ' THRU LANE 1 I 5 SEE DETAIL "A" 2' WIDENING VARIES 11 ' + 11 ' + TACK COAT Existing Ground 1 2% A MATCH EXISTING SLOPE B MATCH EXISTING SLOPE JIKI 3 1 2 iii= 1 S - - - - - — r- - - - - - - - - - - - 2% 15 Existing Ground =II1--i II=III=III=III=III —� � Existing Pavement III, ,IIIIII- TYPICAL SECTION SCALE: 1/4" = 1 ' Prepare Compacted Subgrade in Accordance with 31 +00.00 TO 34+25.00 Section 207.02 of Standard Specifications. SIDEWALK ADJACENT TO CURB NOT TO SCALE LINE "S- 1 -A" 1 ' SEE DETAIL "A" THRU LANE LEFT TURN LANE THRU LANE RIGHT TURN LANE WIDENING VARIES 11 '+ 11 '+ WIDENING VARIES Existing Ground � 1 A K A AATICH 2% MATCH EXISTING SLOPE EXISTING SLAP 2% - - - - - - - I— - - - - - - - - - ---�. Existing Pavement- - LEGEND TYPICAL SECTION �A FULL DEPTH WIDENING SCALE: 1/4" = 1 ' 165#/SYD. BIT. SURFACE, #12, ON 34+25.00 TO 35+55.00 330#/SYD. BIT. BINDER, #8 OR #9, ON 4" COMPACTED AGGREGATE BASE, #53 ON 5" COMPACTED AGGREGATE BASE #2 ON 6" SUBGRADE TREATMENT (COMPACTED IN PLACE) LINE "S- 1 -A" © RESURFACE PAVEMENT VARIABLE DEPTH BITUMINOUS SURFACE, #12 (165#/SYD. MIN.) "I all 11 ' VARIES BITUMINOUS SURFACE MILLING (1 " _+) THRU LANE LEFT TURN LANE THRU LANE Existing Ground ON TYPE CURB RAMP TYP " " 2� S 1 A TACK COAT PROFILE GRADE B MATCH EXISTING (3 CONCRETE SIDEWALK, 4 IN. Existing Ground 3.� MATCH. EXISTING SLOPE SLOPE 0 COMBINED CONCRETE CURB & GUTTER, TYPE it SEE DETAIL "B" (2) SODDING Existing Pavement 3 MULCHED SODDING * UNLESS NOTED TYPICAL SECTION REMOVAL SCALE: 1/4" = 1 ' 36+18.00 TO 39+00.00 NOTE BIT. MAT. FOR TACK COAT REQUIRED BETWEEN BITUMINOUS LAYERS SEE SHEET NO. 2 FOR DETAIL "A" & DETAIL "B" /","� HORIZONTAL SCALE r1````\``� L. �V ''''�'� RECOMMENDED _ CITY OF CARMEL BRIDGE FILE ,r � opSTc,�EO '1 sss F --- AS NOTED Q OR APPROVAL STATE OF INDIANA VERTICAL SCALE DESIGNATION dK�8040e DESI N ENG N R DATE AS NOTED STATf OF ytE1\ DESIGNED: PLK DRAW,: BDC TYPICAL SECTIONS SURVEY BOOK SHEETS 3 of 30 s/ONAL �``' CHECKED: RJZ CHECKED: PLK 4th AVENUE CONTRACT PROJECT 98-04 8 7 6I 5 4 3 2 l I 9 —1 L -L ip", L' I I I II ITV , I ApPL P 1 st AVENUE END CQN5TR TION �--- \ -- — — — ..... App. f _ ( I II I— L- r i I (-r � ( I _ J �-18-N,C C R-4- CLAY HIP r; HAMILTON COUNTY f II I � - - - - - - - - - - I nr I I ; � ► 1 F — I I II � a oI 21 EQUATI N: " P T T 111 +87.16 P.O.T. , TA. 36+00.00 "S- 1 —A" I� - - - _ — _ - - �-- ON- - - - - - N T 15+65-00 a�j a a a I' - - IJ It N I I � I 11__J I L T \ I I � II I i I � F — I I > I 2 R I ( I I LL x. 5 �l L1 L - e ee — m n ---� --- - - - - - - - - - - - - - - Ex. R W !-�-�- - L �-_j - - App. Ex. L _ MAIN §TREET Line "A" in .A. N T OLD S.R. 234) - - - - - - =k -- - - - - - - - -L - - - - - - - - - - - - - - -_- - - - - - - - - - - - - - - - - sme r aQa APP. x. R W I - - - - - - - dill - - - - I I � APP- Ex. R/W l i i r - - - - - - - - - - I o I I I i I VA. 9+50.0 l i S.W. COR. E. 1/2 I i ► N.W. 1�4, SEC 30, T-18 , R-4-E LOCAL CORNER OER II I WEIHE SURVEY - NO I � MONUMENT FOUND AGREES W/ LOCAL OCCUPATION I J I I j M-1- PUBLIC / CARRE PUBLIC DOW SECTION I f -1 -N, R-4-E- -4- I ' SECTION 30 T-18-N R-47 I � I CU YO NS HI P C LAY tOWNSHIP , HAMILTON COUNTY I HAMILTON COUNTY I r — _ I L — I � I I 1 ' O A2p- � F— - 15' Easement --�- I � e L I � I IN CONSTRUCTION I yn, �L omvs S A. 31 + 0 I I _App. R �pNNI/NNq„ RECOMMENDED CITY OF CARMEL HORIZONTAL� OSCALE BRIDGE FILE ISTER, '��' STATE OF INDIANA �.� .`I� FOR APPROVAL 1� VERTICAL SCALE DESIGNATION 1608804061 = DE IGN E GINEER DATE j 1 _ 50' 1` TE OF ,' �C/: DESIGNED: PLK DRAWN: BDC PLAT N0. SURVEY BOOK SHEETS STA I of 1 30 CHECKED: RJZ CHECKED: PLK 4th AVENUE AND MAIN STREET CONTRACT PROJECT µ1N11MNIN11N111, 98-04 IR ZV qz4 AIN 00 00 00 00 2 A ="I Q) 4 4 - N rn rn T ----------- ............... - -------------------- - ------ ----- ---- ----- -- I II ------------- ------------------------------ ---------------------.-- ! ............... ------------------- .................... ------------------ ---------------- ------ -------...... 4- :z C) M C= ------------- . ..... ---------- --------- ----------- .............. ----------------- ---------------------------- ... ...... ----- ----- C') CD CD rn ---- ---- ------------------ ----- CL (n 70 f AlG .r C) + CIL � -a i ; :.; 1I 1 L _ }j _I I I!j - I �i ! j; - I }.. -- I- - i .j I -.-...-. ]z ,j ------------------ ----- --------- - -------- .... CD ............ - ----------------------- c_- ...................... X - i i I - 4 4- + + -0 C-9 1 -4 7+51.66, M.51 24'1-F_tTMer t i 4 0-i► --++-1±+I II-'.-.-_-_-.i 1-t I-.-.-_-- I L I-..--4-I I j I f I I j I��!!-_ I!I}I I LC�J I i(I I I I I I I h I eee 7+51. 4,M, 73.62 57 8' to 12' Stone ft# 7+54.02, 58.68 4' 9Vu6 4 (4 0 841.�O 7+52,69, 29.58 8' to f2'STOW ft# N 7+115,14, 41,52 Pine 6 87 .84 Tee OD--j --- ------ - - - - .. ..... ..... -------------- ........... ------ ------------ ----------ro t lee .... ...... ---- ----------------- ...... 7+81.J7, 2002 Overhead Street Ugh 7+82r4 F, 4 Tree------------ ----------- ...... Z, 7+84.12, 104. 00 2 Small Tree 0 7+84.48, 57. Tr 00 7+89.79, 45.26 Begin Shrub Linel T 7+99.1 7+97.82, 101&2 Smll ree 8#01.22, .27+ 01 0. 4 8' & ow go 8+08.20, 20.16 Tree (Zo 8+05.87, End Shrub Lin"Q�) ------... .......... 8+24. 21.83 Trot 6+14-60, 1 Small Tree 00, '1 rn 8+31 68.19 Tree + ,96, 1!'s C7 84.73 8+28.88, 105 2 Small Tr� )X+32..-----------(A ---- -------- ...... - o r7ee 8+438 7 End Sh4 L a r 1 8+48.. 6-------------- ------ 8+48�99, "Am- 8+44.46, 1006�5 lee x:x Ln a)+M162. 844.80 1 M + 40K 83. 8+52-92, 45.� 6ey(h Shrub Line C) 8+57. 78 Street ---------- ------ - ------------ ............ 8+60.04, 106 P4 aft Tree .31 83.12 Tree 4- 8+62.29, 8J01 Tree 0 ...... (_n-n A 8+67.9� 22.24 Tree X r -0 A 59 0 8+7355, 4 � d 1�h III, -rn ___rut--Lne---fn !-4 80.31, 7 Tree 0 0 at z 8+87.06, 38+02 Tree M 4 8+90,06, 111.64 Tree rn rn C- III 7K 9+00.15, 28.98 4.5' Conc. Housing 9+10. 4 9+00,44, J2.84 CI Link rw" 9+11.Q�) 9*01.28, 75.58 Choin Link FeI 48.27 Ptne9TT2.��7.FZ-7riW- 9+14.10, 96.99 --A I M '9+16.91, 72.66 Tree lb,#f, r2 66 7r" j-z 9+18.40, 9J.61 Tree 0 a --7 r-L 0 x z ZI rn 0! 9+51.82, 127.68 Tree L- - - - - - - - - - - - - --9rr/-r 09,--q r72-Tge . ...... 9+76.52, 46.90 15" Pine t-----------i I.-I. 9+65.92, 19.55 Overhead Street Light 47.84 15" Cedar 9+74.48, 132.42 7ree 9+93.83, 48.06 18 Cherry Tree L.. ........ .......-------- t rn 9+91.4J, 46.23 22" Maple 991.05, 32.78 Becin Shrb Lin- - - - - - - - - - - - - - - -4 Q!) - 9+96. Tree 9+99. 18" Maple / /- / ,"I(`�� 24" He+ i i i I I I 4 O ! 11 1 j Free 10+OJ.96, 26 dge 10+016SJI C-1 x 4. + C-) =C) V) I "o 10+1,9�71a2 Tree 3E --& Q 10+368V30.54 End thu L I;10_ 10+44.M, 30c6.9 Begin Shrull- ----- 10+36 or.... ...... ;;0 VL M 10+379� 75.16 20- L usts + 1 L 55.1J, 187.J9 Tree lq+45.33, 67.02 Tree C) 70 :a M 10+57.7-9 59.92 20" L 68.JJ, 107+65 Tree r-1 10+69.48, 191.42 ee 0 CD j .. 4: +71.17, 149., Iree 1 -0+71.92, 77.97 4' 00 F 01 10+75.78, 60.80 20" Loc J,0..... ............. 10+72.05, 53.05 4' WOOD Fence --4 �E IVJ.87, 88.69 Tree 10+72.17, 82.YJ Tree 10+60.26, 66.95 12" Ash 11> 10+905, 73.26 Pine 51 .00 i 11+04,10, 170.14 Tree + • 1 + 42.55 rlo+98.42, il.57 20- Pine Q)�O-a }!I!j j .. I I 1,f,I +j I!._.j I j I i I I � �j!I I j_..... __ I Ij I'. j �I I I ._,!L I'I i jI I'I ..._ _ . ... .i I��.I..I 0 tv Q 00 0+ 150 25�� + fO4- 9.4 31-71 �d Shrub Line ) 11+06.15, 116.52 Tree J.56 Small -tee 1+1+15.21f, 4 n 11+0960, JJ.99 Choir Link Feme .61.54 Pin e 11409.88, 41.14 Choin Link F6xe -4 ff+k4f, 69.28 8- Pine x V11+2J + e M 49 1; Z 8. 0 lf &J , 39.70 Small 1+48.31, 89.60 6 Multi. Locusts Tree'11+50. 4, 85.08 Tree+498 11+52,99, 76 43 Tree ONSTRUCTION LIMITS 5-4 F5, 67 011 -free- 4 in *S-1-A 0 I Irn 4- I I+ 70 , 52.5 1 V77 0 ter VIVIc II 11+72.09, 12.61 Wo ve Line S, I�A� , , -G G-G -G - -G 4G - -- - - - - - - - 12+58-69, 6Z.Y4 if 11F 0 1 i 1 Q�) jw- Z05, 852 --j 412, 7J.77 JPea5, 51.90.116:C? 1 Chorn Ink f ce N�)f U N LIMITS &rcee 4 -3, 57-7-`8 Ir,,, 12+J2-03, 12.65 Fire Hydrant I 0 w -w 12+JJ.IJ, 8.59 Water Valve or 0 12+23-88, 8� 8 Tele. Ma f2+36.29, 85-24 8" Multi Redbud 21, 63 e +481!04 652i3 12+36.54, 58.83 Y' Cum 12+5 6 7.�78�e -ele. Manhole 5TC ee�+ 6.77, 21.65 7 11 1 0 = 12-�-5j-BT - -Bfc- 67,rn 12+6 J.76,�- 24 Maple 0 PoiN (Rebor)12468.17, 37.J6 0-4 12+64.10, 78.01 12iD � 0 2 1 12+77 92 1.31 Beehive o A 0 124-64.65, 19.04 6" Pear 1 2' Storm,M 12+80.66, J7.32 2., Lid"' . - 1Pn 7 I,q9, 6' '9, Ix 11-L I 1 12+78.70, 10.54 Drop Inlet 7111 12+60.76, 6163 Coble Riser 0 "n 0 12,t6J65, 91.68 Beehive 0 Z I I I 1N1 10 11 1 12+39.50, 27-11 Water Valve C> Do (DO 00 00 12+95.51, 19.28 12" Pear 1 ,5. . ±V�t vd-ut=' (A -4-1 C) I Q) O C) | / | | QD ai q lor Pear 1J+29.07 70.,JE eh ye di Ito I Gas Line r cle- IJA61 93, 144-00,26, 101.56 Building Cor. 14+OOJO, 90.25 Building Car 14+02.J9, 51.41 Chain Link Fence M NK L 14+1306, 18.57 6" Pear 14+J2.87 64.02 Beehive 14+44,8J, 90,jj BuIlding Car. Building Cor. 162-5,3 En 18-85 6 Pear �.00' 65.12 Center of Group STC; 13TC 61 05. 5+19-94, 101.6J Building Car STC, Pear 1511 15+29.67, 12 ree 108.16 Cor. 1 +67.69, 2.42 Beehive 1517747, 50-09 Kater Valve 815A.26 15+45.19, 6727 Wcter VcAv 9 1i m 40 J" Pear jog a -7 15+ 3799 Hydrant (ZI 3C *arm Monh��le Pear .27 Pear =70 16+64.58, 38. 16 6 Pear 16+J2. 74, 7tYree (4' Conc. Sidewak) CO 0 00 JL CD CIO 0 rn rn OL T7 e 20' 9§6Z C 70 )� Rk 1171, -4-JIL CA 0 ------ --- ------ ---- ----- ---- ------------ ---------- ------ . ..... Ft rn to, 0 0 N 11 OD 00 00 441 00 9 Oo co .4% Oo - Oo C) O En rn --------- (n- CD (n Cr- CL EllI I --- --- ----- CD --- ----- ---- --4 ti Ifi ----------- 70 P� 74 Q) Q) ■ L6 Q3 II I � � � � ' i ! f � JO+J6.64, 1018 Drop Inlet C)z JO+1525, 5280 9yub io+50.29, 66.49 -Shrub JO+52 J9, 54.98 Ahrvb J0+54.95, 58 V Shrub C) 30+5818, 54,44 Shrub J0+6j 06, 10142 Shrub JO+64-67, J5.15 rree 4 pp. R C) --,a + . . ...... J0+7j.72, 113 02 p*,e C> JO+A8 Jo, K5 j5 rree Q) 3011 90 J6, J4 M Tree-4----- --------- JO+X 14, IOJ.jl &fio*,g Cor JO+9804, 4750 rree T+ Q) J1+2707, 54.67 Nee 1+29 54, 2Y 35 rrow J14-4Y.91,n2jAjzSj#fm m,2�� I WLJ, 10J.J9 &ddrng Car J1+49,J5, 80.87 Catch 80,i, J"61-J,9, 2260 Chan Link fence Post t f I _.._.._�I t f � } --1 t +- ---r�- -t -+--- --�---�--- -,-- - , - I -4 JO+66 79, IJ 79 X �JJ1 1+55.J2 49,79 rrft ---------- -------- ....... JO*67 42, 7140 PNP - - - - - - L - 4- ...... ------ +66 I.J Jo 53 rrm 31+7J.10, /J.1-8 Sept MoMde 4720, 2J9j Owrhead s&wt J1+8574, 57916 rree fYty85.29, AM C000 Q) A 126? JS' OW Q) ---------- J2*0816, 26.9J fence 0 -52+11-81, 29 JO&u3h Lim Nod J2 136,iL I 124 22 Rmld�,q —X— J2+11.92, 2J4J WOW 4 Cor. It W04 3 f A-* OvOw Ak-fer ;v J2,,J I J2, 114.10 Addnq Car. J2*J7.)Z 12.26 Cwb In4l x 3 r O%��Z y�'�'`�,. F�R - .�O�^,�a,►,i��o,� s - 1 L-J t-- -1 - I lao In 3z, "1 4 � 1i ------ Cipoin Lilk Feme r J2+38 46, 1027 Orop #Wet J2+17.96, 167.49 fts� Liv Alf ......---- ---- J2+J9 16, 114.48 &dd�N Cor. J2+19 51, 9.75 6' Chmi, bi* r,,e ------ ----- C, J2+JY 25t 26 8J Stam Monk* 32+1I.92, 14.41 Curb hkt + '8 1 i i 12 J2+38 29, 24.4J rrve +40 JU 12620 &ddov Car J2,0984, Jo88 51wm mmftk J2+54.81, 22.92 PNP J2+55.98, ijj.91 &,Ung Co, 32+40 74 26.99 24' CW {I-- --- -- ! � �I �I I � i I I i --------- -4-f 32#44.49, 17.41 So ------ ------- ------ 0 -n ri J2,,56.24, 124.J9 st#Adkv Cor 0 rn -------- J2457,44, 61.78 28•RL-P 0 - -- ----- ------- A rn Z rn 12+7767 7704 PIP rn J2+9227 16.59 *ter vdve 32+597.41, 24.07 Gos Meter R ------------ o Z Q-4 J2,� NJ 99 64, 29 J4 0000i, Li,* fevxv JJ+22 Ja 15.85 Sign JJ,'00/1, SJ 52 Tree n 00 B77,1'45�Z55 fts� Lire ii JJ+J2 76, 49.56 Cuy -- t I I jj+jj.18, 6y.16 plop (A ............ .... ... U+JJ69, 40.99 &-uo Lv ---------- - -- ------ z Ab jj+j5. 0 W f5fr.4kmbL#,e rn z U ,cw *J6.7A 151.42ce 0 As I x U+16 63, 117 YJ f-&,ce Lire X rn m S J3+36.17, 16.09 Fence rn JJ*51.4J, 55.74 Com. Fw"•uneI X §I ot JJ"5689, 5J80 Chem L,* f-ffxe JJ,,5265, grx tree :::j -1K + JJ+5,5 95, 56 42 57 12 Conc. J3+56-94, 16.11 Chain Link fexv C7 7 5J+5956, 5,5.59 Cane- rjwW x • x JJ+428A 9581 rrm #4784, 4259 Cm Meter JJ+5291 2260 9wth JJ+1'891, 2J84 pw U*54 6z 71 w rrm Q14 C') cc x JJ+62.91, 6209 rrm 8 1 1:J+16.09, 17.17&4*V Car X X 5* M*82 51, 29,52 20' rwin Mon (z) Oi 5 2. JJ+M 19, 36.4J 9wtb (--4 + ... .......... -ob t) > -----...... ........ x M*97Z, 3646 9#W • ----- ------ lj/ rn 34+045d SJ,4J bWdhi Cwc, CA -- -- ---------- J4,104.M, PJ2 Ab" Car C) C CD 34+06 8J 52 79 + . ...........4 1 ----- .... ...... C) -AL --4 1 J4+J7.ZJ7 0 011. ,taX Sign J4,15530, 12J &Wag Cor J4+55 46, 1J3 52 &O&V Cor L 34+48M 52.47 rare Xj----- ---------------- J4+76.6-9, 112.99 &W r.q C ---- --- ---------- + J4+98.14, 12J.51 34+8927 51.58 rrw C) IOU) (-Aj J5 IL 08 40, 96.56 &-ehive J5+10.18, J878 Locusts J5,'06 68, 16-27 SO J5+100 J878 6'Mdf•lacwts 35+14.80, 4920 8'&Vti. C) Redbud C-) M+1094 J2.2J Ank 0 O J5+ 1 35+1494 X.75 gvtt '�) I Q J5+18-94, 28.91 gwib 00 (:D 35*2J.55, J4.11 9rnk ♦ J5+Jl.16, 26.OJ 9wub 9,9 J5,441.21, 49.42 J' O�� ,8 55+34 06, 27.59 Aih 852. 0 1 15+ 6.91, Ash M+48,, 5 .. CPIW AAX )�543R*=*4444�� X J5+58.55. 26 Ooi7 Li* fence '"-q,�-stmm*omae— m— m— m— L >x J5 77 ChOi7 L Co A AL-5*&L Aoa-*A* M x x 5,1 5J Cin We _ M A -LT x QN ------ 0' — 4 + 9i :3 /3 0 rN 0 6 i N 11 p I I j I U+91-j5+91.6 . 4565 water vLdww UNE A m J5+87.-V, 1,505 Mater if vovr(-P4 C�o Q�o T---7 4111 N 89*28'10" E , WIN STREET A29 --4 Mn"Tio"ITS +I=11 go + DNS IS t - - -1- - - - — — — — — J6+11.4,8, 14J.60 Rd ow +J1.6791.21 01 OD --its 0-44 � ,1 1 , / / I \ - + '67, m rn (D rri m x T, -j x 1 60, 1 080 46 T (14 42 4 7,9 6 .85 J6+5 I J7 .44 +59.01, 1 J6+1 1�6898, F 4.7.' Pin O e Oo Cz) Oo J6,156 J2, .6; %4 Q) Cr) —36+6J.71, 82, 129.4 Tqm Q�) J6#65 50. IJ2 36 1.50, 88. PW 36,14689, 106 35+00 I ► ' ; , oo 17+00 1 g g I g t t J8+00! �v 1000 I I 41 +oo ^ t l o I I I '� � ( � I � � �`n' t° �' >�L°p o � «, � k-�� ,� ;� ,^n � �' h ti II I � � � " "SR °' = I I " as � a �q F '' $ ,� H o; o ° �-s " I^ CURVE DATA PI Sta. 37+97.43 LINE wS-1-A' I� I b O - �, I i � - 15'0710 r w 0 — j I I T - 33.18 L� R = 2 50.00 CD l L = 65.97 NE — 1I I fi I w I 1 — — — — — — — T CURVE DATA �I (� I I I I ( I I a a PI Sto 36+96.39 LINE wS-1-A" / = 15 40 40 — '` 1 I I � � T = 34.42 I o � 0 II 2 i � I � I � - - - I o �I R = 250.00 fl f , I � I I i ► I - - � � o I � I � L = 68.41 II I� / ` I I M SECTION 30, T-18—N, R-4—E I I • i I ► O.T. STA. 36+00 00�-S--4 -x CLAY TOWNSHIP L I - I i II +� / f� uj — O.T.. STA. 11 J87.1 6 , A - HAMILTON COUNTY F I I � / II II / I I • ' X — I +30 A I I • ,, I— 11 ^► L 57 1 m I I O I � ►'� 0 I ( f o f 57. I I 1 r I 2 I II / I +4 I I I i N I ,� I I 25.2' I ap +60 I � I I � i I 35 I I I I ( � • \ END ONSTRU T N I I "T R R W = 33' I Sta. 3+19 00. - - - - -_ � 5 i � ��' �J _ I ( +51.3 ,. I I - 20.x - - - - - - - - - - - _ _ N 00*2 07 I I ' - Li - -;ceC - -L�e S-r l ; I I - _ - - - - - - -E - - - - ,- - - - - - - G -G - -G = - --6 - - r.-� =L =G - --�G �- j I 4 SECTION LINE MUE CONSTRUCTION LIMITS I I I I I /'�'�''� _w _ i101�'�IK�CTS- P_ x— — — ►�. waur� -- _— — — — -- _ -- —�_-��- o BT _ Q 1-4 ST - -BfC- 1- TC w N 311 I�i III m P.I. STA. 36+9$.39 S- 1 -A SECTION 30, T-18-N, R-4—E i I (Aso.) CLAY TOWNSHIP STR. N0. 9 HAMILTON COUNTY P . STA. 37+97.43 "S- 1 -A" f l i �- Ih �, f I I �11 ,11 arc �i'L, '"'i"'�ti gi O N - er b 6 ° -� � 'M h1' f I q f i '4 V. ♦ �4 + b � V�'4Q ti I, 1 �Gos FiY7ed� ,�— ( A l 111 —� I � f � s NOTE: All R/W Described From Line S- 1 -A Unless Noted - - -�- - 1- - + --�--- t.. 8153�f� 50 ft -- --. — I -r -- - -- - , - --- I --- 4--- -- -- ------- ----t-- -- �-- - -- -- - -- - 7 - --- ----- -- - --- - - - - -- -- -- -------------- -- --- -. -- - - -- --- -- -- --- -- -- - -- 60 If -RA - - - -- I I I f � + � ---- --- --- ----- --- --- * � T --- ---- I -- -- - -- ---- - -- . ---� -- -T— — --- - -- --- -- -- - - -- --- - -- --- ---- - - 750 t- 750 s 6 p a o -Z e =T -- 0 15 R .--- ----- - --- - -- -- --- — --- t4_- +0 O fi ft _853 58 � T - I I -� -- +----.- - --- --- ----- - --- - ----- -- - - - -- - — -- - - --- -- - - --- -- ---- -- --- --- ---- -- -- --- -- - --- - - -- T 74 -- --- - --- ---- -- - -- - -- - - -- -- -- - - --- ---- -- -- - - - - -- -- ------------ - - --- ---- ----+---- -- -- ---Y- �- -�-rte — -- - -- - --- - i a- I - �- - - _- ----- --_-. __---_-_ __--___---.. ._ ----- - 7 - - - - ---- . - --- -.-- -------- --- - --- ---- rt 730 35+00 36+00 37+00 38+00 39+00 40+00 41 +00 Teri f, TOP R.R. SPIKE SEC. COR. NT. RANGE LK RD. COORDS COORDS COORDS `0N\NNNNIIINII" ��i WRTHK 8324220 NOrTHW 8420603 NoRTHM aSlasa L,•a �P "" ,, HORIZONTAL SCALE BRIDGE FILE Ara ww STREET EASTNC %57.390 EAST G MM.574 EASTW aw.166 ��, -- k(� �'''%,, RECOMMENDED - CITY OF CARMEL 1" = 30' Tali #2 �. ,'�►�'�T EREp motif, N. HEX 9011 FIRE HYDRANT AT S.E. COR. Q ` FOR APPROVAL N. 4th AVE. AND STREET r NO• `�� DES N EN N DATE STATE OF INDIANA VERTICAL 1SOCALE DESIGNATION 60680408 T9N 13 N. Hu 90LT FIRE HYDRANT AT N.E. COR. OF INTERSECT+ MAIN STREET AT E. SCIM DRIYE _ DESIGNED: PLK DRAWN: 6� ��` STATE OF (ur PLAN & PROFILE SURVEY eooK 8 SHEETS 30 P.O.T. STA 36+00.00 'S-1-A' P.I. STA. 36+96.39 OS-1-A' P.I. STA 37+97.43 'S-1-A' '',,''1*5�0N p a�� CHECKED: RJZ CHECKED: PLK STA. 35+00 TO STA. 41 +00 LINE " S— 1 40 CONTRACT PROJECT 98-04 I - - - - - - - - - 9+00 1 1 1 I i t+00 1I1 +00 2- i li i 13 0 I I I , I — I 0 I �-- CN/T —CTV/T CTv/T —CTv/T— —CN/T— �CTV — —CN — —CN - -CN N I /T /T /T /T C /T � It N — — 1 _ - i 4 CLAY TOWNSHIP HAMILTON COUNTY \ I i I ' I S III = I I CURVE DATA rt ab I I . - - - - - - - - I PI St0 36+96.39 LINE "S-1-A' v BEGIN PROJECT I I I I . , " m t- STA. 9+50.00 "A" ; I ; ; '� � $ 1 s 40 4o I T 34.42 MONUMENT REQUIRED R B N I � I I I ► ; I L = 68.41 I i I � i m SQUAT Oil: � I I � ( PAT T " " 5 � I i I I S A. 11 +87.16 A � � m ST iIA44own N - , ► I i PAT STA 36+00.00 S-1 -A � � I � I O 9 i I ' A e� Xi ing qnl curet - - - - - - I I MONUMEN REQUIRED ( I I I I ` x I ( Re am l e A I Ou t E do Sou I I I I — — I STIR. NO. 12 � I Tc\ I�--�-� _ � I m \ - - - �X. W ( �r -B C -BTC- , ► i /J I l I _ 1 — — —BTC— —B7''— C— T i ► I I �, S - - -� - - - - - - - - - - - - - - - - - - .�= - - - - - - - - - -- I 18" RC - - - - - - - - - - - - J _ _ _ - - - - - - - - - - - - - ' - -E* W- - I i I I - - - - NSTf� L _ _ APi� - I I _ _ App Ex. R/W + S F F - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ ? ^- - - - - - - - - - CONSTRUCTIO LIMITS--�.- _ - - 89 7 7 CID m I Line "A" MAIN STREET ' " I B N 8972810 E i MAIN STR ET I I X3 B I � m _ __ _- - - - - - - - - - - - - - - -_ —_— _ 1 A 6 Z / ?- ?__ - - -co – – – – – – – – – – – – – – _ _ _ _ _ _ _ _ _ _-�TC– rrri —B —BT— — r- —BTC— — T - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - CONSTRUCTION LIMITS-_�� — _ _ - - - _ _ - - _ _ - - - _ - - - _ _ — - - — — /+j �{OS _1L°n�_ —BTC— —BTC =BTC— =BTC_= — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _N _ – (C– –BTC– –BTC– –gTC– – TC– �T – –BTC– – – BTC– – – – – –g – – – –BTC– – – – C– -- – –_ – –BT – – – –BT – _ _ – – -- – – – – – – !Q�— – – – – – – – – - A L x. B – –BTC– – _ – -BTC– –BT –BT – _�- – _ _ _ — — bQN�TgUftION-LIMITS— C: o I l�\ ► gyp' x 1 I I eA i I w 1 � I App. Ex. R/W N0. 11 / I X� Remove Existing I .o Structure i I I LEGEND L _ t I N i ,�, STR. NO. 10 - I - - - - - - - - - - - - - - - - - - -� t I W 1 I Inlet Type J-10 -� / I-J and 9' of 12" RCP Pi e - OA FULL DEPTH WIDENING I � � z 1 c° iz �� ` 165#/SYD. BIT. SURFACE, #12, ON I ' •o to INVERT 84W TCET Ruth i n 330#/SYD. BIT. BINDER, #8 OR #9, ON I ( Q / c f iU EL. = 849.82 I 4" COMPACTED AGGREGATE BASE 53 0 N # 5" COMPACTED AGGREGATE BASE #2 ON =' I z t A ( , �C 6" SUBGRADE TREATMENT (COMPACTED IN PLACE) < / I B I O R ESU R FACE PAVEMENT " i 1 A i I VARIABLE DEPTH BITUMINOUS SURFACE, #12 (165#/SYD. MIN.) z: I I 1 I I -18-N. - I ,. I I 1 - i / I I CLAY TOWNSHIP �D 6 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS I / o I I I I HAMILTON COUNTY 0 CONCRETE CURB RAMP TYPE "K" (/ h � ® BITUMINOUS SURFACE MILLING (1 " +) o a.I - Q O CONCRETE CURB RAMP TYPE "N" I / CONCRETE SIDEWALK, 4 IN. o ' / i � COMBINED CONCRETE CURB & GUTTER, TYPE II N DEPRESSED CONCRETE CURB & GUTTER I / O l I I c Cn 11 I r 0 I CONCRETE CURB AND GUTTER TRANSITION SODDING ,I * UNLESS NOTED O IREMOVAL oor / 1 I v ,4 RECOMMENDED _ _ CITY OF CARMEL HORIZONTAL Scfu.E V' BRIDGE FILE QQ NO. �` r' FOR APPROVAL 1 = 20 DESI ENGINE o�TE STATE OF INDIANA VERTICAL SCALE DESIGNATION STATE OF 1 = 20, DESIGNED: PLK DRAWN: BIX SURVEY BOOK CONSTRUCTION DETAILS y,,,,FS � ►=- ' .� SHEETS /ONA �`rr CHECKED: RJZ CHECKED: PLK ST� 9 of 30 8+00 TO STA. 14+00 LINE "A" CONTRACT PROJECT 98-04 15+00 1 ¢+00 1 +00 SECTO 30, T-18-N, R-4-E CLAY TOWNSHIP HAMILTON COUNTY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - I END PROJECT STA. 15+65-00 MONUMENT R D. 77 T & & & STR. N0. 11® .11 Structure to Remoin--� .0 L - -1 I LEGEND App. EX. r I FULL DEPTH WIDENING - - - - - - - - - -/- - - - - - - - - -- - - - — - - - - - - - - — - - - - - - - - - - - - - - - 165#/SYD. BIT. SURFACE, #12, ON - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - 330#/SYD. BIT. BINDER, #8 OR #9, ON - - - - - - - - - - - - - - - - 4" COMPACTED AGGREGATE BASE, #53 ON Ar 5" COMPACTED AGGREGATE BASE #2 ON 6" SUBGRADE TREATMENT (COMPACTED IN PLACE) RESURFACE PAVEMENT B VARIABLE DEPTH BITUMINOUS SURFACE, #12 (165#/SYD. MIN.) Line *A* MAIN STREET , N 8978'10* 6" CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS CONCRETE CURB RAMP TYPE 'Y' BITUMINOUS SURFACE MILLING (1 +) CONCRETE CURB RAMP TYPE "N" C> losament-for-4ndiww - - - - t� -g - — - - - - - - - - - - - - -- L k?0- CONCRETE SIDEWALK, 4 IN. UCnoN -LIWITS COWR 0 SM NO. 13 03 COMBINED CONCRETE CURB & GUTTER, TYPE 11 Structure to emoin in Place DEPRESSED CONCRETE CURB & GUTTER - - - - - - - - - - - - - - - - - - - - - - Ex. Rl* CONCRETE CURB AND GUTTER TRANSITION 3 SODDING UNLESS NOTED REMOVAL -corrim-4 Cloy e SECTION 30, T-18-N, R-4- IKK CLAY TOWNSHIP HAMILTON COUNTY 1A K L HORIZONTAL SCALE BRIDGE FILE Q`r"lo RECOMMENDED CITY OF CARMEL 1v' = 20' / FOR APPROVAL No. STATE OF INDIANA VERTICAL SCALE DESIGNATION DESIGN GIVE W880406 � I a i -- 20' or STATE OF 4j- .1.1 - DESIGNED: PLK DRAWN:—BX SURVEY BOOK SHEETS CONSTRUCTION DETAILS -- 10 '3'/ONAL t CHECKED: RJZ CHECKED: PLK CONTRACT -:1 of 30 STA. 14+00 TO STA. 17+00 LINE mg F PROJECT 98-04 �-- �p � 1 iI 30+00 -1 1 34+00 1 1 1 ( 3i +00 32+00 3,�+00 35+00 36 0 R, . I 1 / ; I ► 1 1 1 ► 'II 1 I 1 I � 1 I 1 1i -0 1 I i 1 T-18-N, -4- , I I i 1 I 1 CLAY TOWNSHIP H AMILTON "ouN TY I I M r' r - - - - - I 1 I II I / II I I BEGIN CONSTRUCTION Sta. 31 +00.00 MONUMENT REQ'D. �O i — STRUCTURE TO i ► r o REMAIN IN PLACE Y, I UO � I I I °O L - - - - - — J�� I _ I Ex. R HL.CONSTRUCTION LIMITS - - - - - - - - -N - - - - - - - I - - -�" - — _ _ - - - - - - - - - - - - - - - _ _ A --7-- - 1 ' - _ _ _ _ \ / • B N E SOUTHEAST B Line " —1= ode E°Sme�f f _ ' — — N 0079'07" W N 4TH AVE U o C of 1 �00) _ —��.- - - - - - - - - - - - - - - - - - - - -_ — _ - - - - - - - - - - - - - - - :� - - - - - _-`- -Eg }{{}�QN LIMITS- - - - - - - - - - - - - - - - - - - - - ° _ - - - \ App. Ex. R - - - - -- _ - - - - - - - - . ® \ \\ N CONSTRUCTION LIMITS + c� \ O 1' LEGEND ` �oz STR. NO. 15 1 1 I I i STRUCTURE TO �A FULL DEPTH WIDENING REMAIN IN PLACE \ T-18—N, _ _ i 165#/SYD. 81T. SURFACE, #12, ON CLAY TOWNSHIP I I '� 330#/SYD. BIT. BINDER, #8 OR #9, ON HAMILTON COUNTY I I ilk 4" COMPACTED AGGREGATE BASE, #53 ON II I I �O 5" COMPACTED AGGREGATE BASE #2 ON 6" SUBGRADE TREATMENT (COMPACTED IN PLACE) STR. NO. 10 \ Inlet Type J-10 © RESURFACE PAVEMENT \ and 9� of 12" RCP Ripe Req'd. VARIABLE DEPTH BITUMINOUS SURFACE, #12 (165#/SYD. MIN.) I � �D 6" CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS CONCRETE CURB RAMP TYPE K STR. NO. 11 II I I i Remove Existing I 1 ® BITUMINOUS SURFACE MILLING (1 " +) Structure i ON CONCRETE CURB RAMP TYPE "N" i S CONCRETE SIDEWALK, 4 IN. li I 1 I 1 3 COMBINED CONCRETE CURB & GUTTER, TYPE II I_I 0) DEPRESSED CONCRETE CURB & GUTTER CONCRETE CURB AND GUTTER TRANSITION Iu SODDING ' I to Q> it 1 I * UNLESS NOTED � II I I ( REMOVAL 1 I I i 6"FAMIM� k CITY OF CARMEL HORIZONTAL BRIDGE FILE 11 RECOMMENDED Q� ', ysTE,��'ti� FOR "PPROVAL STATE OF INDIANA VERTICAL SCALE DESIGNATION �. DES N ER DATE 20' 80880406 r STATE OF DESIGNED: PLK DRAWN: BDC CONSTRUCTION DETAILS SURVEY BOOK SHEETS of 30 NAL � CHECKED: RJZ CHECKED: PLK STA. 30+00 TO STA. 36+00 LINE "S— —A'� CONTRACT PROJECT 98-0 I j l I I 35+00 j 3 +00 1 i 37+ 00 38+00 _ CURVE DATA 39+60 40+00 PI Sto 36+96.39 LINE 'S-1-A' I I A = 15'40'40' J T = 34.42 I - - - - - - - - — — � — - - -� , - - II - � - - � - - 1 R 250.00 CLAY TOWNSHIP CLAY TOWNSHIP L = 68.41 I I I LEGEND�HMILTON COUNTY � 15 HAMILTON COUNTY 1 CURVE DATA - k � jj 'j II 1 PI Sta. 37+97.43 LINE 'S-1—A' 165#/SYD. BIT. SURFACE, #12, ON 15'10 07' I - � SYL7 �iT.- BiND -#$"OR , I I - - �,I �- - - - - - - _ - - - I „ 011 f 1211 "1 I \ --r -33.'I - I 4 COMPACTED AGGREGATE BASE, #53 ON Q o L I a R = 250.00 I 5" COMPACTED AGGREGATE BASE 2 N II I � I I # Iv i P I •� �- - - - — - - - _ _ _ _ _ II I i1 ac L = 65.97 1 1 I 6 SUBGRADE TREATMENT (COMPACTE IN P CE) � � II I I W I I I I � I II i II pl I ( I O B RESURFACE PAVEMENT I i I 11 I I Q - - 11 1 I I VARIABLE DEPTH BITUMINOUS SURFACE, #12 (16 /SYD. MIN.) • � EQUATION. „ P.O.T. » » (D 6 CEMENT CONCRETE PAVEMENT FOR DRI WAYS .O.T. ST 11 +87.16A II i � I - - - - - w _ » » F- P.O.T. ST 36+00.00 "S-1 -A" ; 1 I I I 1 Z 1 I I ( CONCRETE CURB RAMP TYPE "K" ° II I � II MONUMEN + REQ D. r— — — — I - I i I / 1 L Lf ® BITUMINOUS SURFACE MILLING (1 " +) 1 I r „ „ I I i ' I H I L-- SQN_CR f B RAMP TYPL I Z S I DRIVEWAY 1 I I r l I I o D —1 � - W = 33.2' 1 I CONCRETE SIDEWALK, 4 IN. I,I � I P.C. STA. 36+61 .97 -1 -A ,', oo I 1 .I. STA. 36+96.39 S-1 -A P.T. 38+ .22 S-1 - 1 COMBINED CONCRETE CURB & GUTTER, TYP II I DEPRESSED CONCRETE CURB & GUTTER Q� � ONUMENT REQ D. L m _ _ P.C. STA. 37+64.25 » -1 -A» I ( I ( o CONCRETE CURB AND GUTTER TRANSITION � � ON pus I I Abp. Ex.-�/ _ _ I I 2 - � S I � SODDING ` —�. I UNLESS NOTED �„ �- _ ONSTRUCTIO LIMITS I ( I I - - - - L �, - � _ � REMOVAL ^M I I I - - - - - - - - - - - - - - - - - - _ _ _ Line "S-1 —A" '2907 _ IS -� - - I I App. Ex. Q - _ � 89.57'17 - - z-- -- - - - - - — — - - - - — - N 4TH AVENUE S UTHEAST - - pp T .-Rv - - F 1 4 SECTION Ll g - - - CONSTRUCTION LIMITS - - - - - _ I I Z IS t I� 1 I 7 \ I CLAY TOWNSHIP HAMILTON COUNTY 11 1 I I g I �il I ' Str. No. 17 END C STRUCTI N 0 11 1 i I I II Structure to STA. 3 00.00 (I I ► I I I » » Remain in Place MONUMENT REQ'D. 7+30.38 S-1 -A « » A. STA. 3 97.43 S-1 —A � - � II ONUMENT Q'D. 0 -1- _Px- I- -N- LN 4� -- I; II 11 l i � III' I I 1 - - - - -�-� �— — - - - - - - - - - - - - - - - - - L - - �-- --- --- ----- --- -- - - - - -� II 0 II Q I L J � - - - - - - - - - - - I � 1— t-- �-- --� — I r- - - - - - - - - - - - - � Zy- SECTION 30, T 18-N, -4- Q CLAY TOWNSHIP Q II I I l i li I I I t l I I HAMILTON COUNTY I I I I I j IIiI I I II I I ``,`"NNaunnwu„ ��a �P L. ��'s RECOMMENDED - �/ VERTICAL- CITY OF CARMEL HORIZONTALOSCALE BRIDGE FILE FOR APPROVAL //.. STATE OF INDIANA SCALE DESIGNATION NO DESI N N I EER DATE 1 = 60680446 � _ _ 20' STATE OF DESIGNED: PLK DRAWN: BQ� SURVEY BOOK SHEETS Q1 �' CONSTRUCTION DETAILS NAL ��V``�r CHECKED: RJZ CHECKED: P K " » 2 PR �f 30 N,,,,,„„„� L STA. 35+00 TO 41 +00 LINE S- 1 —A CONTRACT PROJECT 98-04 2'_0" LEGEND 1 � Exi sting Curb �+ • TAPER CURB TO OA FULL DEPTH WIDENING ao� _-____ __- MATCH EXISTING 165#/SYD. BIT. SURFACE, #12, ON -_-_----- 2'-0" 330#/SYD. BIT. BINDER, #8 OR #9, ON 1 15 /A p 4" COMPACTED AGGREGATE BASE, #53 ON ---------- 5" COMPACTED AGGREGATE BASE #2 ON CURB TRANSITION DETAIL 6" SUBGRADE TREATMENT (COMPACTED IN PLACE) 5'-0" VARIES '- SIDE VIEW --------- © RESURFACE PAVEMENT CURB TAPER CURB TAPER SCALE 1" = 2' VARIABLE DEPTH BITUMINOUS SURFACE, #12 (165#/SYD. MIN.) 1 112" 0 CURB TRANSITION DETAIL OD 6" CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS CURB -- 45' ANG GUTTER_ I PLAN VIEW CONCRETE CURB RAMP TYPE "K" 24" " 45• 6 3/4--/ SECTION A�A SCALE 1' = 2' ® BITUMINOUS SURFACE MILLING (1 " +) 18 6 6 SCALE 1/4 = 1 - 1 2 1 ON CONCRETE CURB RAMP TYPE "N" '- VARIES CURB RAMP CONCRETE PAVEMENT OS CONCRETE SIDEWALK, 4 IN. ' ' " 12:1 MAX. SLOPE CURB TAPER CURB TAPER " " 03 COMBINED CONCRETE CURB & GUTTER, TYPE II DETAIL B-B a a6 0 DEPRESSED CONCRETE CURB & GUTTER DEPRESSED CURB DETAIL CURB RAMP . B TYPE "N" ° CONCRETE CURB AND GUTTER TRANSITION SCALE 1" = 2' A ---------- ---- ---- --------- A_ 6" 1/2" PREFORMED JOINT FILLER ® SODDING CN * g SECTION D-D UNLESS NOTED DEPRESSED CURB DETAIL SCALE ,• = 2' ® REMOVAL SCALE 1/4" = 1' NOTE MAINLINE PAVEMENT SIDEWALK 50:1 MAX. CROSS SLOPE BIT. MAT. FOR TACK COAT REQUIRED BETWEEN BITUMINOUS LAYERS VARIES 4'-0" MIN. F_ IF SIDEWALK IS PLACED BEHIND CURB, SEPERATE WITH BOND 1 112" BREAKER, 15# ROOFING PAPER CURE ALL EXPOSED SURFACES INCLUDING SIDES WHEN FORMS ARE REMOVED 6" CONCRETE FOR SLIP FORM CONSTRUCTION, FACES MAY BE BATTERED SECTION E-E SCALE 1" = 2' SIDEWALK 6'-6" 5'-0" 6'-6" SIDEWALK 12:1 SLOPE MAX. MIN. 12:1 SLOPE MAX. "DEWq(K . . . . . . . . . . . . . . . . . . . . . . 12-1 1AoX. 4" CONCRETE - SECTION C-C 4 " SCALE 1" = 2' ` 6 CURB RAMP SIDEWALK 6'-6" 5'-0" 6'-6" SIDEWALK TYPE "N" 12:1 SLOPE MAX. MIN. 12:1 SLOPE MAX. SCALE NONE 24" 45' 1/2" I 15.00% (µp,X.) C C 0N�ESS SHOWN DIFFERENTLY 6 45 �N CROSS SECTIONS) ---------- X " " 8.337 (MAX-) _ (12:1 MAX.) (12:1 MAX.) DETAIL "B-B" 1 1/2 D 2.00 o CONCRETE CURB F DEPRESSED CURB DETAIL SCALE 1° = 2' SECTION AT DRIVEWAY$ SIDEWALK NEXT TO CURB). SCALE 1" = 2' CURB RAMP TYPE "K" SCALE 1" = 2' ,�o"""""""" ,,� HORIZONTAL SCALE BRIDGE FILE t�``��`��,�P�ER RECOMMENDED - , CITY OF CARPEL AS NOTED , '� J' FOR APPROVAL VERTICAL SCALE DESIGNATION Q No. DESI N N E DATE STATE OF INDIANA AS NOTED STATE OF OC SURVEY BOOK SHEETS RAMP AND CURB � DESIGNED: PLK DRAWN: B 13 of 30 FS � "/ONAL CHECKED: RJZ CHECKED: PLK DETAILS CONTRACT PROJECT "�"##"I 98-04 LEGEND �A FULL DEPTH WIDENING 165#/SYD. BIT. SURFACE, 12, ON 330#/SYD. BIT. BINDER, 8 OR 9, ON 4" COMPACTED AGGREGATE BASE, #53 ON 5" COMPACTED AGGREGATE BASE No. 2 ON 6" SUBGRADE TREATMENT (COMPACTED IN PLACE) © RESURFACE PAVEMENT VARIABLE DEPTH BITUMINOUS SURFACE, 12 (165#/SYD. MIN.) ® SURFACE MILLING O CONCRETE CURB RAMP TYPE "N" O CONCRETE SIDEWALK, 4 IN. 0 CURB & GUTTER, CONCRETE ® NURSERY SODDING LINE "A" * UNLESS NOTED PHASE II STANDARD DRUM PHASE g A 15 - - - - - - - - - - - - - - - TYPICAL SECTION - MAIN STREET MAINTENANCE OF TRAFFIC SCALE: 1/4"= l ' PHASE I lO ERECT CONSTRUCTION SIGNS AS SHOWN LINE S" —1 —A" 2O CONSTRUCT WIDENING ON MAIN STREET & 4th AVE. 3O SHIFT TRAFFIC ON 4th AVE. ONTO WIDENED PAVEMENT PHASE II ® CONSTRUCT NEW CURBS IN NOTHEAST QUADRANTS PHASE I STANDARD DRUM PHA SEI 15 A PROFILE GRADE g A 15 5O MAINTAIN CONTINUOUS ACCESS TO ALL DRIVES AND STREET APPROACHES — © NO DISRUPTION TO TRAFFIC ALLOWED DURING START OR END OF SCHOOL. SEE TECHNICAL SPECIFICATIONS 7� STOP SIGNS ON 4th AVENUE TO BE TEMPORARILY RELOCATED ON MOVEABLE SUPPORT MAINTENANCE OF TRAFFIC TYPICAL SECTION - 4th AVENUE PHASE 11 SCALE: 1/411 lO SURFACE MILLING / OVERLAY EXISTING AND WIDENED PAVEMENT UNDER TRAFFIC 2� NO DISRUPTION TO TRAFFIC ALLOWED DURING START OR END OF SCHOOL. SEE TECHNICAL SPECIFICATIONS. HORIZONTAL SCALE BRIDGE FILE �ERE RECOMMENDED / CITY OF CARMEL AS NOTED FOR APPROVAL STATE OF INDIANA VERTICAL SCALE DESIGNATION �• 'F DESIGW ENGI E R DATE AS NOTED dK�380408 STATE OF cv = DESIGNED: PLK DRAWN: SURVEY BOOK SHEETS �= eoc MAINTENANCE OF TRAFFIC 14 of 30 hOY►N►' A` CONTRACT PROJECT M„�Nell„sN��„` CHECKED: RJZ CHECKED: PLK 98-04 I ( I I II I I I I I Y RO ONSTRUCTION 1EAD I I I I T N I I I I i i XG2 1 L b L I _END CONS I A XG20 2 ROAD CO N AHEAD \ ROAD CONSTRUCTION AHEAD --XG20-1 \ OAD CONST N'-AH F - --a Fr =� i ' I + - - --XG20-1 I I I I ' F-1- � _j ISECTION 30 T-13-4N, R-4-E � I � I ►- ICI � CLAY T F HAWLTON r II I I I I I _j I I ••..� �, ��, ROAD CONSTRUCTION AHEAD H.I I I XG20-1 ROAD CONSTRUCTION AHEAD - I ( -I- — 1— ROAD CONSTRUCTION XG20-1 > > r I a a s a I I , AHEAD 1 11111 1 111 111 - { IN I I � XG20-1 i� END CONSTRUCTION ROAD CONSTRUCTION AHEAD I \J - XG20 2 G20 + I _ _ _ _ _ s _ •.� _ _ — — _ — - - - - - - - - - - - - - - - - - - - - - - - _ +p -0 a I . • MAIN S • . MAIN Line G7 - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .- - -.. - - - T.X�RY \ /x LF �P- � x X mom) ROAD CONSTRUCTION ROAD CONSTRUCTION AHEAD ROAD CONSTRUCTION AN I i XG20-1 XG20-1 � - - - - - - - - J � I I I�, I I AHEAD O 0 I ICI i I XG20 1 I � +" f I I I ROAD CONSTRUCTION I 1 1 I I AHEAD CAaE PURE LOW QQW2 I '� XG20-1 I o END CONSTRUCTION I SEM 30 T-13-N, - - I XG20-2 CLAY TOWNSHP I I HAMILTON COA N1Y MIT III t t 11 lit I x I � I I � I x x —_ I I x Ix x LEGEND L _ I o _ QA CONSTRUCTION SIGN TYPE "A- Se0N5TRQCT1 © CONSTRUCTION SIGN TYPE 'B" I _ STA._ + • - 1 I • DRUM TYPICAL SIGN STANDARD 1 CONSTRUCTION AREA - PHASE I I I � b TRAFFIC FLOW INDICATORS (NOT A PAY ITEM) i * UNDISTRIBUTED QUANTITY �_ — I I ESTIMATE OF QUANTITIES �f1 CONSTRUCTION SIGN TYPE "A" 12 EACH I I ROAD Ce STRUC TI 1A SIGN TYPE B 4 EACH XG20- CONSTRUCTION S G " " I I � , ( MAINTENANCE OF TRAFFIC 1 LSUM TEMPORARY STOP LINE, 24" 30 LFT I I CONSTRUCTION AH TEMPORARY PAVEMENT MARKING, PAINT, WHITE, 4", 350 LFT * �] �-1 ROAD CONSTRUCTION AHEAD XG20-1 TEMPORARY PAVEMENT MARKING, PAINT, YELLOW, 4 1050 LFT * END CONSTRUCTION �A ®20 HORIZONTAL SCALE BRIDGE FILE \P- L_ RECOMMENDED CITY OF CARMEL 1:48 FOR 'PPROVAJL STATE OF INDIANA VERTICAL SCALE DESIGNATION g No ; I G EER DATE 1:48 STATE OF �r DESIGNED: PLK DRAWN: BDC MAINTENANCE OF TRAFFIC PLAN SURVEY 8001` SHEETS 15 of 30 % CHECKED: RJZ CHECKED: PLK CONTRACT PROJECT 98-04 �N4IF sHT. No. .. : 1. ALL MAST ARM MOUNTED SIGNAL INDICATIONS SHALL HANE i DATE 6-26-98 A 7C/14 CABLE TO BASE OF POLE. DIAGRAM DRAWN BY: MAP L INDIAM DEPARTMENT Of ATION STMDW SKCIRCATION'S ' 1 CHECKED BY: DMC DATED 1 M TO BE USED WnH THESE PLANS. ' �_ Ln N � 3. CAMERA MAST ARMS SHALL BE PARALLEL WITH SIGNAL. MAST ARMS. • 1 r 2 r 3 • 4 SHOWN ON DRAWING AT A SKEIN FOR VISIBILITY. 1 SCALE: 1 2fl' I dARV-"-_.. _ __ GZARx_ _ _. _CTA'��.. _ _i- __ C�AN==----- i 8+00 9+00 1 10+00 11 +00 t* 12+0 13+00 1 i B GIN PROJECT 3 I � / 1 ST A. 9+50.00 "A" A L - - - - 3 34 31 34 3 J Line "A" MAIN SIRE A MAIN STREET f► T S 1 3 (65 34 - - - - - - - - - - ---- - - - - - - - - - - - - - cn A - - - - - - - - - — o q4- + o IQ W Z Q END PROJECT STA. 15+65.00 "A" ACDO + 8+00 9 00 10+00 11 +00 00 3 3 34 Line "A" 34 0 0 g o 0 0 A + LEGEND 31 LINE, PAINT, SOLID, WHITE, 4 IN. 32 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. 34 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN. 35 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LINE, 24 IN. 1 PAVEMENT MESSAGE MARKINGS, THERMOPLASTIC, LANE INDICATION ARROW PAVEMENT MESSAGE MARKINGS, THERMOPLASTIC, WORD, ONLY 4 TRAFFIC FLOW INDICATORS (NOT A PAY ITEM) ALL EXISTING SIGNS TO BE RELOCATED AS DIRECTED BY THE ENGINEER �P E' k�N''''''• RECOMMENDED CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE 1" = 20' FOR APPROVAL STATE OF INDIANA ' VERTICAL SCALE DESIGNATION ' BK�380A08 1 __ E IGN E GI EER TE = 20' STATE OF ;1 = SURVEY BOOK DE5IGNED: PLK DRAWN:_ BDC PAVEMENT MARKINGS 18 SHEETS f S/ONAL �a CHECKED: RJZ CHECKED: PLK LINE "AN CONTRACT PROJECT 98-04 30+00 31 +00 32+00 33+00 34+00 35+00 111 BEGIN CONSTRUCTION Sto. 31 +00.00 1111,milli III '00mon000llill — — — — — — — — — — — — — — — — — — — — — — — — — — WTHEAST Line 7S-1-A' - - - - - - - - - - - - - - - - - - - - -- �\ �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -\\ L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r 94- 35+00 455+01 37+00 38+00 39+00 40+00 . l B , BEGIN CONSTRUCTION > Sta. 39+00.00 6' Typ 3 - - - - - - - - - - - - - - - - - - - 3 c" Liners-1 —A" — 4- c> 3 3 3 Ir 3 ........ ...L @3 3 "+*I "I d- 31 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEGEND LINE, PAINT, SOLID, WHITE, 4 IN. 7i Jill LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. — — — — — — — — — — — 34 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN. TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LINE, 24 IN. 1% PAVEMENT MESSAGE MARKINGS, THERMOPLASTIC, LANE INDICATION ARROW PAVEMENT MESSAGE MARKINGS, THERMOPLASTIC, WORD, ONLY 4 TRAFFIC FLOW INDICATORS (NOT A PAY ITEM) ALL EXISTING SIGNS TO BE RELOCATED AS DIRECTED BY THE ENGINEER. HORIZONTAL SCALE BRIDGE FILE \?--L- RECOMMENDED CITY OF CARMEL in = 20' FOR APPROVAL Js f4o. STATE OF INDIANA VERTICAL SCALE DESIGNATION DE�Igfi ENGIII DATE 1 20' STATE OF SURVEY BOOK SHEETS DESIGNED: PLK DRAWN: BDC —To—fj 30 PAVEMENT MARKINGS lz� 19 - ----- w CONTRACT PROJECT NAL CHECKED: RJZ CHECKED: PLK LINE S- 1 —A 98-04 UNDERDMN TABLE LONGITUDINAL DRAINS OUTLET PIPES 4 i 6 i Bin Z J Z cn 4 i bin 8 i � � J 0 -< om 1 AT cc 0 STATION TYPE 4 GROUP K TYPE 4 W o w o cc W PVC PVC PVC � Y W � W o Z REMARKS o o `` Q STATION � � " ooh ooh z � °o w PIPE PIPE PIPE Z Z PIPE PIPE PIPE m ►— cr � w cn Z w c� V) CL a o z m o V) U LT RT ft ft ft cys ft 2 EA. EA. ft. ft. ft. ft. 3 EACH EACH EACH ft. 2 LINE "A" X 12+25 TO 340 27 10 15+65 LINE "S-1 -A" X 32+30 TO 35+70 340 27 15 X 34+25 TO 35+70 145 12 CONNECT TO MAINLINE UNDERDRAIN PIPE TOTAL 825 66 HORIZONTAL SCALE BRIDGE FILE P-�'_�(i RECOMMENDED CITY OF CARMEL N/A FOR APPROVAL VERTICAL SCALE DESIGNATION No. �� DE N ENG N ER DATE STATE OF INDIANA N/A stAIE of : DESIGNED: PLK DRAWN: BDC SURVEY BOOK SHEETS UNDERDRAIN TABLE 2° °' 30 NAA.L CHECKED: RJZ CHECKED: PLK CONTRACT PROJECT 98-04 1S /0 S 0 S 10 15 20 25 30 aS 50 60 65 70 75 30 25 20 w 55 iS 70 65 - _ — - rT T7 TTT ii i qf tiff ------ --------- - ----- ------ --------- - ----- -------- ---- - -- ----- ----- --- ---- -- ---- ------ ------- ---------------- ----- --- ------------ ---------- --- ---------------- ----------- 45 S O 60 65 70 SS 0 5 10 1 S 20 25 30 35 40 SSS SO 45 40 35 30 25 20 1S 10 s 75 70 65 STRUCTURE NO. LINE: "A" SCALE: PROJECT NO. YEAR SHEET TOTAL 98-04 21 30 ----------............. --------------- ----------------------------------- ----------------- -------------------------- ---------------------------------------- ------------- ....... -------------- ---------- 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 Go 65 70 75 ce 7 717 AL= �T -4- 1 -4- - ----------- Vr -1-18 or-1 I 114 - I I I I I I I I I I I I I --------------------- T ------ Yo ----------- 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 Go 65 70 75 - -—- [-"lei ---- F4 STRUCTURE NO. LINE: "A" SCALE: PROJECT NO. YEAR SHEET TOTAL] 1 = 5'-0" 98-04 1 1 22 30 1 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Ail - - -- - - -- - - - - - - - -- -- - - - - -- -- - - - - - - ------fld t-t 4____ t+-rt-1 t-41- --- ---j 1-d -1 1 -4-t - . . . . . . - -- - --- -- -- -- - - -- -- - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - -- - - -- - - -- - -t - - - -- - - -- -- - ---- - -- - -- - - - - -- --- -- - - - - - - - - -- - -- -- - - -- -- --- - -- .._.. -- - - - - -- -- -- - -- - - -- - - - -- -- - -- - - - - - - - -- - - - --- - - --- - - -- - - - - - - - - - - - - - - - --- - - - - - j -- o o e ve u -- -- - - - - - ----- - - - -- - - - -- -- -- - --- - - - --�- - -- - -- - -- -- -- -- -- - - - - - - - - - - - - -- - -- - - -- - -- - - - - - - - -- - - - - - - - - - - -- - - -- - - - - - - - - -- -- - - - - - -- -- - - - - - - - -- - - - - -- - - -- - -- -- - - - - -- - -- --- - - -- 1 I _ I -- --------- 44- i _ _ t j r o o ile t Ave?70? - --- --- -- -- - -- - -- - - - - - - - -- - - - -- -- --- - - - - - - - - -- -- -- -- - - - - - - - - -- - - -- -- - - - - - - - _ - -- - ---- --- ---- --- --- --- ---- -- - - - -- - - - - - - -- - -- - - - - - - --- - - t I I I I I I � i I i I f i i {_ I _ ' _l- - - - -- --- - --- - - - - - - - -- - - - - - --- -- - - - - - - - --- - - ---- - - -- -- - - } 1 -� - - - -- -- - - -- - - - - - -1 l- - - -- - -- - -- - - - - - - I I t - -- - -- ----- - - - - - - - - - - -- -- - - -- -- - -- -- -- - - - -- - -- '--- - -- - -- -- - - - - - -- - - - - -- -- - -- --- - --- -- -- - -- - I � I ' I I I -- - - -- - -- --- -- --- - -- - -- -- - -- - -- _ -- - -- -- - --�-- -- -- - - - -- -- - - - - - -. _ - - - - - - -- - -- - - -- -- -- - - - - - -- - -- -- -- ------ - - - - j t I 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 STRUCTURE NO. LINE: A SCALE: PROJECT NO. YEAR SHEET TOTAL 1 " = 5'-0" 98-04 23 30 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 so 65 70 75 1 ------,-�----,-,-�---� ,---�-..----------�-----------.--------.------,-�-----..---.----.--,-----------------�.-----.,�-�,-.--------.-------�---------.-�----___________.___ ______ _________ --,---.------.-�-----,-----------. __ -------,.---------------.------�------ ---.------------ --.-.,-,--__ ________ ,___ __ _ _________________________-.--- . __________.________- ---..----�---.�---..---�----,-----�----------. ____,_____________ ______________________- ____------- _________ _____________________ _ . - ------.--.----.----- ------,.-.------- ,--------,----------..-..----,---�.---------,---------- - - .--�-----.----------------.------.,-.------ I I_________ I _________ - I_.___ __ __ I -------------- _______.___________________ -----------.----. ____ ___ ________.__ __ I ____,_____ --- ______________._,_ ___ .--------,-----------.,----------- ----,-------- __.. ------.--�------------�-----.-----------,-- -------,-----''.-- -------------- ----------.�------.----.---.------------- --------�--- ------.---�--- ------------", ______ ____ --�-----.-------.---.--�.- -,--.-----�-�-.-----.-- -- ------�-----.-----,.,-...----,--�-------____.____ _____ --- _____-----,-__-----------______.__ ________.,____.________________ ____ -____--------__."__ ____ ---______..______ -.-- ___ ----.----�-�-------.---.---------------.---_________.______._________ ____---------- ------.,------ ------------------------ ______________..____ --,---------_ ____ -_� _____ _____ --------.---.---- .---------___________._______ --------- - 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__. -__T f ----1 j— - )i- � 1 -4 t---, 7 I+ - ��a- � I lift I 1 { � { _� I j - __ - I I � i - 4 , , I I I I � I -1 I e-107-- - I ,_A.m=k__-!k I � I I - f#7 ---- T�' EA I -d ___ _ _ L I E I - I STRUCTURE NO. i LINE: 75 70 is so ss so 45 40 35 30 25 20 15 10 5 0 s 10 15 20 25 30 35 40 45 s0 ss 6o es 70 75 TT TT_ I _T_ I f +F- _TJ FT IL 601 00" N f ff f +1 1 _17 -H�+ If +,+ ---------- —————— T __TF7T I-IN W_mod 0100" it 7:F- - IT+1 _T Ht ja 75 70 65 60 Ss SO 45 40 35 30 25 20 tS t0 3 A I I 0 3 10 1S 20 25 30 35 40 45 Sp ss 60 65 70 75 STRUCTURE NO. LINE: "A" SCALE: PROJECT N0. YEAR SHEET TOTAL 44+ 1" = 5'-0" 98-04 25 30 75 70 65 60 55 SO 45 40 35 30 25 20 15 10 S 0 S 10 15 20 25 30 35 40 45 30 55 60 65 70 75 - - - T�c - Vf-"at --ti+ -+f+-H++fi +f+ ------------------ ---- -4- 1 - _hl 510 Y ---- ----- ---- - - -- --- --- -- --- ----- -- - - - --- -------- ---- - -- C - -- } - --- --- ---- - _ - -t - ---- - -- -- - - - - - - - - -- ---- - -- 141 1. - - 75 70 65 60 55 SO 45 40 35 30 25 20 15 10 S 0 S 10 15 20 25 30 SS 40 45 SO SS 60 65 70 75 STRUCTURE N0. LINE: "S- 1 -A" SCALE: PROJECT N0. YEAR SHEET TOTAL TT 4-T 98-04 26 30 --- -------- ------ 7.5 70 63 5-- so 55 50 45 40 35 30- -- 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 so 65 _70 75 7-TT-T 7T f t I TI ---------- If----------__ 7-T-7 Z T T_ _TTT _44 __T I _-T--- ------ F-71 AIII T_ f- -f ----------- ---------- �c---------- —----- F TT__Tl 71-T ---------- +t --l-t ...... 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LINE: S- 1 -A SCALE: PROJECT NO. L!!:B�o TAL t " = 5'-0" 98-04