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136th Street (Ditch Rd to Springmill Rd) (2)
1, REVISIONS 'DESIGN DATA CITY OF DESIGN SPEED 40 mph I _NDI PR NA T HEET N0. DATE ITEM PROJECT DESIGN CRITERIA 3R(NON FREEWAY 2-16-07 ADDENDUM 1 FUNCTIONAL CLASSIFICATION COLLECTOR RURAL/URBAN URBAN ,�> � d� L`�r , �C .,��� �- 2 2-16-07 ADDENDUM 1 i TERRAIN LEVEL 3 2-16-07 ADDENDUM 1 � ACCESS CONTROL NONE 2-16-07 ADDENDUM 1 � _- --- 5 2-16-07 ADDENDUM 1 - -- 7 2-16-07 ADDENDUM 1 11 2-16-07 ADDENDUM 1 12 2-16-07 ADDENDUM 1 13 2-16-07 ADDENDUM 1 15 2-16-07 ADDENDUM 1 -_- 19 2-16-07 ADDENDUM 1 27 2-16-07 ADDENDUM 1 29 2-16-07 ADDENDUM 1 30 2-16-07 ADDENDUM 1 31 2-16-07 ADDENDUM 1 31,_ 2-16-07 ADDENDUM 1 38 2-16-07 ADDENDUM 1 PROJECT NQ. #04mO7 _ - BEGINNING AT A POINT APPROXIMATELY 147 FEET EAST AND 3 FEET SOUTH OF THE CENTERLINE _ - INTERSECTION OF EXISTING DITCH ROAD AND 136TH STREET WITH MONUMENT OF NE CORNER, NE 1 /4) SEC. 28, T18N, R3E AND CONTINUING IN AN EASTERLY DIRECTION TO A POINT APPROXIMATELY 639 _ L_ T1 FEET WEST OF THE CENTERLINE INTERSECTION OF EXISTING SPRING MILL ROAD AND 136TH STREET WITH MONUMENT OF SE CORNER, SE 1 /4, SEC. 22, T18N, R3E, ALL IN HAMILTON COUNTY, INDIANA. GROSS LENGTH - 0.85 MILES -- _ NET LENGTH - 0.85 MILES - SCALES: PLAN PROFILE LONG: 1 "=20' HORIZONTAL: 1 "=20' MAXIMUM GRADE = 3.03% TRANS: 1 "=20' VERTICAL: 1 "=5' PROJECT LOCATION SHOWN BY -sow- (. HI AULT WAY Nu4bLAS DR. NEW C TLE Ij I -- r z TWIN OAFS DR, l ,y - z F KIN�dSGAT DR. -j! - = a- j i 120-2 =_ - PRINGNIILL �ONDS CIR�.� � W 141 st ST. -->>- - _ . - W -ST. _ - 141 st -- -�� _ _ -- - - STONE DR. E CT. � PINE HILL Y cy SWEET SADDLE � - I - STONE DR. o DO l ROSEMONT I > �� o�. Q -- J m DOE RUN DR - �N / v 0 ;,o J BEGIN PROJECT N0. 04- 07 0 ° I - - -- - I �� END PROJECT Q m --- DEER 0-LAKE DR. 1! �� �, NO. 04- 07 � , STA. 11 +71 .47 LINE 'PR—A' � �;, �� ��� COLDWATER DR. o �, STA. 56+ 19.29 LINE A --� BROOK MILL CT. o w TWELVE OAKS � ' � SUMMER HI.�_ - i� ����' ��, i1� ;� �' FOXDAL LAKE DR. J HENLEY CIR. C) E 136th ST. SMOKEY ROW RD. PATO" PL. I s 0/l/ IRA AY I--- - � I - - z II _ SHADS CT. �� v m p C) < Q ° w o x W CITY OF CARMEL `� - W 131 st ST. j W 131st ST. BOARD OF PUBLIC WORKS AND SAFETY Qf o 1.� � ��� - z JAMES BRAI w SP .�� o I, �� - NARD MAYOR N0� = ° Q SURVEY PROVIDED BY: II G �o CROSSROAD ENGINEERS P.C. ``S� • MARY ANN BURKE MEMBER ,� , 45 'i 3 417 S. S H E R MAN D R. BEECH GROVE, IN 46107 36 S. PENNSYLVANIA STREET INDIANAPOLIS, INDIANA 46204 L S. WATSON, MEMBER HAMILTON COUNTY - __ - 63 PHONE. 317 3-- 4120 ATTEST: DIANA L. CORDRAY, CLERK - TREASURER NOT TO SCALE WWW. DL7_ . COM k4Ar- POO7 CITY OF CARMEL STANDARD SPECIFICATIONS 0 MICHAEL T. McBRIDE, CITY ENGINEER DATED 199"! AND ��;,); q vh v - -h A L� LD OF TRANSPORTATION ' I` )ARD SP1=_CIF'ICHTIONS tn DATED 2006 TO BE USE ) WITH THESE PLANS tn O E c DLZ INDIANA, LLC -- -- PLANS 00000000000 - ----------- i 36 S. PENNSYLVANIA STREET PHONE: 317-633-4120 °000° R� 4pp00000 ROAD FILE o PREPARED BY: INDIANAPOLIS, INDIANA 46204 000 p• o0 WWW.DLZ.COM O o 0 jib %s TFR o0 DESIGNATION o No. 10300110 c o STATE ----------- / SHEETS RE CERTIFIED BY. � Z-I� -O� °opo .Hp AF�'� oo° ---------- /�� of 76 ST TETOF INDIANA SSI N03001110NEER DATE p�O�OvnAoL0000� CONTRACT PROJECT DLZ INDIANA LLC 04-07 o i o ` • -- -- 1 am .................................................. ............................................................. v xf UTILITIES GENERAL NOTES INDEX ALL IRRIGATION SYSTEMS SPRINKLER HEADS AND GHTS ENCOUNTERED IN THE RIGHT-OF-WAY SHALL BE CUT AND CAPPED AT THE SHEET TELEPHONE= GAS= RIGHT-OF-WAY LINE AND WILL NOT BE PAID SEPARATELY BUT SHALL BE CONSIDERED WITHIN THE OTHER PAY ITEMS, NUMBER DESCRIPTION AT&T INDIANA VECTREN GAS COMPANY 1 TITLE SHEET DAVE MUSALL JOANIE CLARK THE PAPER RELOCATION WILL BE CROSS SECTIONED BY THE ENGINEER BEFORE CONSTRUCTION. 2 INDEX SHEET 5858 N. COLLLEGE AVE. 3 TYPICAL CROSS SECTIONS 16000 ALLISONVILLE 60 4-5 MAINTENANCE OF TRAFFIC DETOUR SHEET INDIANAPOLIS, IN 46220 NOBLESVILLE, IN 46060 (317) 252-5143 (317) 776-5534 6- 17 PLAN AND PROFILE 18-20 DETAILS ELECTRICITY: $EWER= 21 -24 LANDSCAPING 25-26 EROSION CONTROL PLAN DUKE ENERGY 27-28 CULVERT AND RETAINING WALL DETAILS CLAY TOWNSHIP REGIONAL WASTE MIKE KOONTS SHAWN PABST 29-31 SIGNING AND STRIPING PLAN 100 SOUTH MILL CREEK ROAD 10701 N. COLLEGE AVE. 32 APPROACH TABLE NOBLESVILLE, IN 46062 INDIANAPOLIS, IN 46280 33-35 UNDERDRAIN TABLE (317) 776-5339 (317) 844-9200 36-38 STRUCTURE DATA TABLE 39-76 CROSS SECTIONS CABLE TV: WATER= BRIGHT HOUSE CABLE CARMEL WATER JOE EVANS PAUL PACE 3030 ROOSEVELT AVE. 760 3RD AVE. SUITE 110 INDIANAPOLIS, IN 46218 CARMEL, IN 46032 (317) 339-9075 *263 (317) 571 -2658 �k INDICATES NOTES THAT ARE APPLICABLE TO THIS PROJECT EXISTING TOPOGRAPHY LEGEND: EXISTING DECIDUOUS TREE CPP CORRUGATED PLASTIC PIPE EXISTING CONIFEROUS TREE RCP REINFORCED CONCRETE PIPE EXISTING SHRUB VCP VITRIFIED CLAY PIPE EXISTING SANITARY MANHOLE ------- FENCE EXISTING STORM MANHOLE -- - - F FIBER OPTIC LINE 1-1 EXISTING INLET - GAS LINE EXISTING ELECTRIC METER WATER LINE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING WATER METER i EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TELEPHONE PED EXISTING TELEPHONE MANHOLE EXISTING GUY WIRE EXISTING GAS METER ` EXISTING GAS MARKER EXISTING MAIL BOX EXISTING STAND PIPE EXISTING POST EXISTING SIGN ti SURVEY BENCHMARK • CONTROL POINT 3 N p J � D � • O D M I N N N O E c p o ° n_ ° "' w`. °° 000000p0 o Z-i� —a o°°° RI °00o CITY OF CARMElj _HORIZONTAL SCALE ROAD FILE -. °° `1 o�srFq. °000 RECOMMENDED 7 N- A p a FOR APPROVA O p •Q� FQ••. 0 If � �►� °w: o DESIG EN INEER DATE 136th STREET VERTICAL SCALE DESIGNATION 10300110 No. ° o N/A STATE OF o° a °Op !NDIANt. '" °o DESIGNED: FS DRAWN: JJC SURVEY BOOK QHEETS °' °°° �a11A1. o°° INDEX $MEET - f _ r 76 ADDENDUM 1 2- 16-07 JAR DLZ�IN�9�R�AooLLC CHECKED: JAR CHECKED- FS _ ____ CONTRACT PROJECT t; 04-07 R/W 40' 40'r_ -LINE "PR-A" AND LINE "A" R/W 1 ' 8' 6' 2' 16' 2' VARIES VAR I ES 2' 16' 2' 6' 8' 1 ' O O 2.75' TO 6' I 2.75' TO 6' EXISTING GROUND 6 6 K 1 6 K PG-0. 16 FT. 16 _2% 2% 6 16 PG-0. 16 FT. K 15 6 K 1 4 1 2% 15 ?% EXISTING GROUND - %' CUT 2% 2% LEGEND FILL PROFILE GRADE 15 COMBINED CONCRETE CURB AND GUTTER UNDERDRAIN SEE DETAIL UNDERDRAIN SEE DETAIL TYPE II, SEE SHEET N0. 18 THIS SHEET THIS SHEET 16 COMBINED CONCRETE CURB AND GUTTER TYPE III, SEE SHEET NO. 18 2' TYPICAL SECTION - 136TH STREET © SODDING, NURSERY F STA. 11 +71 .47 TO STA. 13+00.00 LINE "PR-A" MULCHED SEEDING TYPE "U" ON 4" TOPSOIL K 16 16 1 % K STA. 15+61 .67 TO STA. 18+25.00 LINE "A" STA. 21 +24.38 TO STA, 33+70.00 LINE "A" , ' STA. 38+75.42 TO STA. 39+75.5 LINE "A" O 4 DECORATIVE COLORED CONCRETE ON STA. 35+70.00 TO STA. 40+74.00 LINE "A" 6" COMPACTED AGGREGATE, SIZE NO. 53 STA. 45+30.40 TO STA. 47+93.00 LINE "A" MAINLINE PAVEMENT S EC TION TO BE: STA. 51 +48.45 TO STA. 51 +81 .94 LINE "A" 165#/SYD. HMA SURFACE, TYPE C ON STA. 54+65.77 TO STA. 56+ 19.29 LINE "A" 275#/SYD. HMA INTERMEDIATE, TYPE C ON 1O STA. 11 +71 .47 TO STA. 14+00.00 LINE "PR-A" VARIES 12' TO 16' 330#/SYD. HMA BASE, TYPE C ON CENTER CURB DETAIL 330#/SYD. QC/QA HMA, 5, 76, INTERMEDIATE, OG19.0mm ON SCALE = 1 "=2' O2 STA. 54+69. 1 1 TO STA. 56+ 19.29 LINE "A" VARIES 8' TO 10' 330#/SYD. HMA BASE, TYPE C K1 TRAIL PAVEMENT SECTION TO BE: 165#/SYD. HMA SURFACE, TYPE A ON 275#/SYD. HMA INTERMEDIATE, TYPE A ON R/W 40) LINE "PR-A" AND LINE "A" 40' R/W 5" COMPACTED AGGREGATE, SIZE NO. 53 1 ' 8' 6' 2' 16' VARIES VARIES VARIES 16' 2' 6' 8' 1 ' 0' TO 3' 1 0' TO 8' / EXISTING GROUND F PROFILE 6 I K 1 6 K 16 16 GRADE K 6 K 1 2% 15 _ 2% 2% 15 2% EXISTING GROUND-, CUT 15 K e 1 % TURN LANE FILL CROSS SLOPE a 'PG-0.08 FT' GEOTEXTILE FOR r\ r\r UNDERDRAIN SEE DETAIL UNDERDRAIN SEE DETAIL UNDERDRAINS THIS SHEET THIS SHEET TYPICAL SECTION - 136TH STREET NOTE: TYPICAL SECTION REVERSED FOR WESTBOUND TRAFFIC STA. 13+00.00 TO STA. 14+62.59 LINE "PR-A" 6 STA. 18+25.00 TO STA. 20+25.00 LINE P,A„ STA. 33+70.00 TO STA. 35+70.00 LINE A STA, 36+65.42 TO STA. 38+75.42 LINE "A" STA. 51 +81 .94 TI STA. 53+67.00 LINE "A„ GEOTEXTILE FOR UNDERDRAINS i AGGREGATE FOR UNDERDRAINS LINE "PR-A" AND LINE "A„ 14" UNDERDRAIN PIPE, 6" R/W 40' 40' R/W UNDERDRAIN DETAIL CURB SECTION 1 ' 8 6' 2' 16' 16 16' 2' 6' 8' 1 ' SCALE = 1 "= 1 ' � PROFILE � 6 EXISTING U 1 6 K 1 6 15 K I GRADE K 15 6 K 1 4;1 2% -2% - EXISTING GROUND CUT EARTH WORK SUMMARY FILL FILL I LINE "A" & "PR-A" 9608 UNDERDRAIN SEE DETAIL UNDERDRAIN SEE DETAIL 25% SWELL 2402 THIS SHEET THIS SHEET TOTAL FILL 12010 EXCAVATION TYPICAL SECTION - 136TH STREET LINE "A" & "PR-A" 6078 a, STA. 14+62.59 TO STA. 15+61 .67 LINE "PR-A" LESS UNUSABLE EXCAVATION 3432 STA. 20+25.00 TO STA. 21 +24.38 LINE "A" TOTAL USABLE EXCAVATION 2646 ° STA. 35+70.00 TO STA. 36+65.42 LINE "A" o STA. 39+75.50 TO STA. 45+30.40 LINE "A" EXCESS FILL 9364 ° STA. 47+93.00 TO STA. 51 +48.45 LINE "A" � o op°mw0000000000p HORIZONTAL SCALE ROAD FILE o;sR °0000 RECOMMENDED z-/�-o7 CITY OF CARMEL - 1 , _4, -- " `P� FOR APPROVAL le`'3Bth STREET -_____ VERTICAL SCALE DESIGNATION inn•• o>; o ESIG E GINEER DATE � -4 Q � t t o No. 10300110 : o N „�,���•/%// o STATE OF ? ! U BOOK SURVEY B _ cD o \� / oo �' •./,volo* '� °o DESIGNED: FS DRAWN: JJC 3 Hof T 76 CL S ioilva� °°°°°° TYPICAL CROSS SECTION SHEET �; � 1Q ADDENDUM 1 2-- 16-07 JAR °000popp ODpop°p0° CHECKED: JAR CHECKED' FS CONTRACT PROJECT DLZ INUQ�NA LLC --- 04-07 T o �_ DETOUR ROUTE MARKER ASSEMBLY 1� w DETOUR 2 4'4 X8 12" DETOUR 2 4'4 X812" O w Y ° z O O 136TH 136TH = B STREET STREET z z C W 146th ST. a W 146th ST. ° W 146th ST. c) OLD MILL CIR. �L cn _-� 0 � a C < C 3 o eEN/V 6/RpSON p > p �Rp - --- - --- - c�N M5- 1 (L or R)S M6- 1 (L or R)S f- O gel „ „ „ a coy 21 X 15 21 X 15 STONEMILL CIR.N. HIN ULT WAY QO�OS WINTER CT. NICHO S DR. NEWCAS LE DR. Z d J �9 TRAIL CREEK CT. U QQQ� NP�MON(� WINTER WAY FL w TWIN OAKS DR. �� -� w w 2 XM4-8 XM4-6S F KIN SGATE D a Z Off' W ,�. DETOUR 24" X 12" END 24" X 12" a ZG ANGELA �P C ? a SPRING LL P DS CIR. ����� w GRACE DR. Z) y g NEVELLE LN. W 141 st ST. W 14 % U J - --- - SWEET SADDLE CT. C 1k,PINE HILL WAY °> STONE DR. 2 �p Z > [] o \�O 136TH XM4-8 -1 O �.� d p NERO CT. �Q`- „ „ Y °�z eon F- �` -�� Y w ° Q� STREET DETOUR 24 X 12 ROSEMONT FR O w STONE R. pQ w DOE RUN DR. m V ,? O� -1 ZO 9 S Q -- - DEER LAKE DR. �v� O o .3 136TH �y COLDWATER DR. O � STREET � GOLDFINCH DR. TWELVE OAK - a� ui -- - -_ --_ o 0 BROOK MILL CT. All Y o ° M6-3S - C ��'� o O o „ „ cn D SUMMER I. �v4� zz w w 0 o MEMORY LN. 1 21 X 15 } �P o� V) X w D 300' 500' 500' O Ln 4 > ®O E 136th ST. M5- 1 (L or R)S SMOKEY ROW RD. B 2 2 X 15„ ® 6 ® 3 O 500' 1 500' 1300 S 6 6 IRA AY 5 1 �Oti PATOKA L. 31 " 2 A ;� �� SHADE CT. aG CONSTRUCTION SIGNS, TYPE A"y BEGIN PROJECT N0. o s z�a 1 2 3 STA. 1 1 +71 .47 LINE "PR—A" 0 M° ��rl W T� LLJ cr W `Nos Jo ROAD LL Z o o �5� CLOSED DETOUR ROAD WORK Z � END PROJECT N0. AHEAD a \o�P� STA. 56+ 19.29 LINE "A" W 131st ST. W 131st ST. p n W 131st ST. XW20-3 XW20-2 XG20-2a 0 m �. 0 36" X 36" 36" X 36" 48" X 18" c� G P� z 2 -� Lu SP�G } NOfTINGHAMCT CONSTRUCTION SIGNS, TYPE B (D w O o Z C) O CIO O XM4- 10 (L or R) LEGEND 48" X 18" NOTE: ALL SIGNS AND BARRICADES PHASE I CONSTRUCTION ROAD CLOSURE SIGN ASSEMBLIES TO BE PLACED IN ACCORDANCE WITH LOCAL DETOUR ROUTE THE LATEST EDITION OF THE INDIANA MANUAL ON UNIFORM TRAFFIC TYPE III—B BARRICADES O5 C = CONTROL DEVICES. ® TYPE "A" CONSTRUCTION WARNING LIGHT ROAD CLOSED AHEAD ROAD 0 0 ® LOCAL TRAFFIC ONLY CLOSED TYPE "B" CONSTRUCTION WARNING LIGHT p LL TYPICAL CONSTRUCTION SIGN STANDARD R1 1 -3 R1 1 —2 5 X 2 —6 4' X 2'-6" ROAD CLOSURE SIGN ASSEMBLY U) E 02 0o HORIZONTAL SCALE BRIDGE FILE N � 0000000 000000 0 0o P,......... 0 7 r ` a � RF .•oo�000000 RECOMMENDED Z "��' -v CITY �F �IARME� --- - N A _ _ o .. o FOR APPROVAL VERTICAL SCALE DESIGNATION �d �y♦ �' ESIGN NG NEER DATE 136th STREET N A - o �%s o No. io3oo�io . o a a \��� ��/ •'; STATE OF o MAINTENANCE OF TRAFFIC SURVEY �ooK SHEETS i �kuua� � DESIGNED: ES DRAWN: JJC 4 of 76 000keln Yo li 0000°°° CONTRACT PROJECT Q1 ADDENDUM 1 2- 16-07 JAR DLZ INU��NA LLC CHECKED: JAR CHECKED- FS DETOUR PLAN PHASE I -- - - 04-07 DETOUR ROUTE MARKER ASSEMBLY 1 ce XM4-8 _ DETOUR XM4 8 p Q 24" X 12" DETOUR 24" X 12" O O z Q = B z O 136TH 136TH a C W 146th ST. STREET STREET W 146th ST. W 146th ST. cn OLD MILL CIR. —\/ < j v a C 8//�pSO�G C Z C } a gFN�yE�RO r* 2 a° e� GA. M5- 1 (L or R)S M6- 1 (L or R)S __ o° °• 21 " X 15" 21 " X 15" G'� SQO STONEMILL CIR.N. HIN ULT WAY °�O °• FO WINTER CT. J J TRAIL CREEK CT. d Q� NICHO S DR. NEWCAS LE DR. z d J s - P MON p _ �� U Q Np.R WINTER WAY - - - - ia w TWIN OAKS DR. - -- a F- 2 =' F KIN SG ATE D 0 (� �, w XM4-8 XM4-6S _ DETOUR o o �, ANGELA 24 X 12 END 24 X 12 C D a SPRING LL P DS CIR. v~i Q`��-t o cy � �� w W 141st ST. GRACE DR. W 14 t y Q NEVELLE LN. SWEET SADDLE CT. C PINE HILL WAY °> STONE DR. Q O� > m c c p NERO CT. �� 136TH v �o� eO�oF � << v (n Q�Q` DETOUR X M 4-8 p Y w 0 STREET 24" X 12" ROSEMONT STONE R. v� Rw00 =' O� w p = DOE RUN DR. mJ O4N �UV O� F U q0 0 ° Q � v SOS m DEER LAKE DR. O 9�s Q COLDWATER DR. 0 1 36T GOLDFINCH DR. p TWELVE OAK 41 w o BROOK MILL CT. u i p� STREET p Y p p J w ¢ o° M6-3S - _ D SUMMER I. v�� Z w O O �, „ MEMORY LN. o � 3 0 � 1 X 15 0 5 C7 Q `'��' v cn o J w w 1 o x -1 O D 300',_ 500 500 cl: 3 ® HENLEY CIR. �' u- = J O 4 ►- > '°` SMOKEY ROW RD. 6 E 136th ST. M5- 1 L or R)S / /, , 2 500 500 300 1 � A 6 ? O'SO I RA AY 3 O 2 ( t✓ ) 5 3 ' PATOKA L. �v 4 70,E 91 SHADE CT. o O � » » BEGIN PROJECT N0. 5 �. s G2�N CONSTRUCTION SIGNS. TYPE A STA. 11 +71 .47 LINE "PR—A" o �,1,°v ��� O� O O O w 70 uj LL o J J° �J ROAD CLOSED DETOUR END �`�� END PROJECT N0. w = z O�� AHEAD AHEAD ROAD WUhK c xa �\°\P�G STA. 56+ 19.29 LINE "A" W 131st ST. W 131st ST. § o � W 131st ST. �� XW20-3 XW20-2 XG20-2a ci „ „ ,> „ yGA �o�G 36 X 36 36 X 36 48 X 18 w H J W ,�JPQ` iz 11 uwi gP�G NOTTINGHAM C7 7m o Z CONSTRUCTION SIGNS. TYPE "B” TABLE OF QUANTITIES (PHASE I & II) XM4- 10 (L or R) LEGEND ITEM U N IT TOTAL 48" X 18" NOTE: ALL SIGNS AND BARRICADES PHASE U CONSTRUCTION CONSTRUCTION SIGNS, TYPE "A" EACH 6 TO BE PLACED IN ACCORDANCE WITH LOCAL DETOUR ROUTE , CONSTRUCTION SIGNS, TYPE "B" EACH 2 ROAD CLOSURE SIGN ASSEMBLIES THE LATEST EDITION OF THE INDIANA STANDARD BARRICADE, TYPE III-B LFT 268 w MANUAL ON UNIFORM TRAFFIC TYPE III-B BARRICADES = CONTROL DEVICES. DETOUR ROUTE MARKER ASSEMBLY EACH 44- 18 0 0 ® TYPE "A" CONSTRUCTION WARNING LIGHT ° ROAD CLOSURE SIGN ASSEMBLY EACH 8 ROAD CLOSED AHEAD ROAD 0 0 ® TYPE "B" CONSTRUCTION WARNING LIGHT o ° LOCAL TRAFFIC ONLY CLOSED LL TYPICAL CONSTRUCTION SIGN STANDARD R 1 1 -3 R 1 1 -2 ROAD CLOSURE SIGN ASSEMBLY 5' X 2'-6" 4' X 2'-6" E o � 0 00p0000000 00000000O M \, o°o�Q osRl °oo° HORIZONTA: �CALE BRIE ,E EII F o ° RECOMMENDED Z /6 -o CITY OF CARNET; - - N N , ���� o o o FOR APPROVAL VERTICAL Ion No. 10300110 c o ESIGN E GINEER DATE 136th STREET - _ _ _- - CAL SCALE DESIC �IATIGN i ► , �� o o N/A STATE OF o SHEETS 17 o �NDMN►,••'♦ o0o DESIGNED: FS DRAWN: JJC MAINTENANCE OF SURVEY BOOK o Q1 ADDENDUM 1 2- 1 6-07 JAR °ooOO�S'jA`' o°o° TRAFFIC 5 of 76 DLZ INU��NAo LLC CHECKED: JAR CHECKED- FS DETOUR PLAN P�IASE II _ ___- -_ CONTRACT PROJECT 04-07 j CHESWICK PLACE �-j 0 -`0 0 LEGEND 0 0 r Lf) ('If , ' L :- - ) . I-, , �, I'l - SEC 22, T18N, R3E 0 HOMEOWNERS 0 4 7:5 0 1 1 1 1 r - - 11, "1 3 0 0 j CLAY TWP. ASSOCIATION, INC. HAMILTON COUNTY OVIDE 8' OF 1,� c! "n -1 �u I I PR COMBINED CONCRETE CURB AND GUTTcR �3 -V, TYPE 11 00 /247� PIPE & + 0 "N Lo -TE- (,URB AND GUFFER 7y t + COMBINED CONCR-7 , ITH- '+) - - - --- - --: - --- ----- - STREF�T' Po' H LT. -CONNECT--W --------- ---------------- --- -- -- - -- ---- TYPE III - ------- - ---- )Zk EX PIPE. 15- - 11 1- --- ----- -- ------ ---- ---------- --------- ------- ---- P- I T ACCESSI�:ESMT T CO. HIGHWAY DEPT- MAILBOX ASSEMBLY R=50 J j 30' DU & SSE CHESWICK PLACE, HOMEOWNERS HOMEOWNERS ASSOCIATION, INC. 0 (- -- -- ---------- F1 O :z 0 +47.92 FO F --------------------------------- FEI F ql:- ALUMINUM RAILING, SEE DETAIL SHEET # 19 FO 0 o < Lti -FO-- FU �'R — F — t REMOVE CONCRETE PATH FO X F ff- t-, FO FO F[I -170- F- 0 SODDING, NURSERY 0,(,n _j REMOVE HYDRANT AND T y y 0 (26A) MULCHED SEEDING TYPE V ON 4" TOPSOIL•CONST. Ll M ITS +22 HATCHED/AREA "INDICAT 1�� o z & L M A E Pt U W�AT c 78 -zu _j Li-I 0 rCONV.." LIMITS APP. 1 EXIS T 4 0' RIW -SRA�� VALVE TONS OF REVETME1� y 2�" a RIP OVER 78 �Ys CEMENT CONCRETE PAVEMENT FOR T R T T - - oll 20' SLE & LMAE -- -- ----- -------- T DRIVEWAYS, ON 6" COMPACTED AGGREGATE, 7f-------- GEOTEXTILIES ------- 51 < -c T T -�125 - C V TV SIZE NO. 53 vv �-00- T -------- W Rftvt0VEw EXtS`TTN jl� z w W 9 & 4 0 R/W T- co D Ea EXIST PEDESTRIAN- HMA FOR APPROACHES TO BE: T 11 NAT"] 165# HMA SURFACE, TYPE B ON --V w w BRIDGE 275#/SYD, HMA INTERMEDIATE, TYPE B ON �EMOVE 990#/SYD, HMA BASE, TYPE B G EXISTING (1)5 --/' 16 15 136TH STREET K K Ln K 4" DECORATIVE COLORED CONCRETE ON 6" COMPACTED AGGREGATE, SIZE NO. 53 K LINE J-A 4 LN N 8 9'2 9'5 4 E MAINLINE PAVEMENT SECTION, I SECTION\ LIN -co I SEE TYPICAL SECTION SHEET. 89*29 54" E co E -�I N E NO w I — — - - @ " _I IBM# (5AS ---- - LIN 'P R-d -H\:� -PC - - --- -- -- -6 e --- ---- - -AS GA TRAIL PAVEMENT SECTION,rim F'A�/� T --- u F- 77S I - - I GAS — 13 r, - 0HON --11 — --- ITH DUE ❑ri OHE SEE TYPICAL SECTION SHEET. DHEJ�-- OH-E HE DRE DHE- OHE- []HE. (N �o 1-11 -f I- (N 24 ------ 15 K Q0 8 K K 6 CONCRETE CURB RAMP (LETTER (o INDICATES TYPE), COLORED CONCRETE ft 6)-" 1.0 C 4" CONCRETE SIDEWALK A I UK1 4 00 C -- --- ---------------------------- -------------- --------------------- --------- ----- STR. N --------- --------------- 17+40, + R' 6 CONST. LIMITS ,��� 2 —---—--- MANHOI F 'YP C-4 1 .`3' Ori 34 50' R/W 50' R/W 18" PIPE RE\ , D 60 P,I. STA. 15+00.02 LINE "PR-A" +78 -�f I��:��, ��j,��I . CD J cr AND RGP EP4, P.O.T. STA, 15+00.00 LINE "A" CONST. LIMITS A 50' R/w 3: Ln V) V- MONUMENT TYPE B REQ'D. Lij Lr) Z5 + STR. NO. 1 B Lli 19+32,3 4'RT, Lu V) 0 I' Z + m V) 0 STATION EQUATION: uj -4 & 410 OF 30" PIPE REQ'D RESIDENTIAL DRIVE MANHOLE TYPE J +3 HATCHED AREA +94 P.T. STA. 15+81 .27 LINE )PPR-A)l BACK STA. 18+23AO P.O.T. STA. 15+81 .24 LINE "A" AHEAD WIDTH=1 2' 0 :2 INDICATES 80, + 80' AND RCP END SECTION 77 TONS OF MICHAEL D & MARY E PEENING cx� cn R=10',10' 0 Z ACCESS ESMT '-rO -CO. 'AGNWAY DEPT. z RIPRaP ET BRAD AND SANDRA K LAWSON r2�� czt- 0 OVER RESIDENTIAL DRIVE RT. Z W 16+00,34'RT. STR. NO. 2 + m 77 S�S 80'� R/ STA. 19+53.67 10 TONS OF GEOTWILIES MANHOLE TYPE C-4 &140' OF 0 WIDTH=1 7' REVETMENT CURVE DATA 18" PIPE REQ'D RIPRAP OVER R=1 0',10' PI Sta = 15+00.02 10 SYDS OF r- SEC 27 T1 8N, R3E GEOTEXTILE 16+00,RT. STR. NO. 6 Z� 00*55'52" RT, R 10,000.00' CLAY TWP. CATCH BASIN TYPE K-10 AL W/ CATCH BASIN HOOD & 9' OF HAMILTON COUNTY PROP SANITARY LATER L,-j T 81 ,24' �ij c, LQ 6" PVC @ 1 .07. MIN 12" PIPE REQ'D L 162.49' j 7, TO BE INSTALLED BY 16+00 LT. STR. N0. 7 E 0,33' OTHERS ALL TOPOGRAPHY AND R/W ON THIS SHEET DESCRIBED FROM LINE "A" UNLESS OTHERWISE NOTED. 0 INLET TYPE J-10 & 50 OF TB.M. /I: RAILROAD SPIKE IN SOUTH SIDE 12 PIPE REQ'D 9 0.1 ; OF POWER POLE 1 ' UP, STA. 1,9+41. 1,9 RT. 'A f ELEV. 888.56 STR. N0. 8 -7 , 17+40 RT. --7 -FV C. --TT 900 900 CATCH BASIN TYPE K-10 W/ CATCH BASIN HOOD & 9' OF - -----ST4TIO) 12" PIPE REQ'D -84-.127 L INE- V�A A C 17+40 LT, STR. NO. 9 + C INLET TYPE J-10 50 OF -A L 895 895 P S 7 1 A 1-4 12" PIPE REQ'D 2 - 19+32,RT, _j:D STR. NO. 20 �-1 NA A I F7 C',,TCH �9 890 --TJT� 890 BASIN HOOD 9' OF 18' PIPE REO'D p IF 19+32 LT. STR. NO. 21 7 -T OF !---��5 ---i�X INLET TYPE C 5 & T8 T 1 1 --------t--- 885 8,35 12" PIPE REQ'C —71 ------ 19+24 LT. fM -15 INLET TYPE B & 8' OF 885--j 9 - -------- STR�6 V- F----18j' ffE FR19M 12 PIPE REQ'D 880 880 19+24,RT. STR. NO. 24 0 Flo FL L 18, INLET TYPE B- 15 & 8' OF -W V=8W 1.5 i PYOE --ST" 17�� 12" PIPE REQ'D -12"'fPE-R�om E--EV,kTIO-N W7, I -T WV=�A 77�ng 875 7Q1i '�6 71 875 ag 18+50 STR. NO. 68 12' X 6' BOX CULVERT CP 01- CY J- j I I ---- + L6 try---- 18+59) -L6 28.81T C) 0) --- m 1)-) 0�y 2L 00 00 00 -4 & 42 OF 870 L 00 870 MANHOLE TYPE C o t t --- Ft -- - - I 00 -06 STR. NO. 21 A 24" PIPE REQ'D N 15+00 16+00 17+00 18+00 19+00 20+00 E olov0000000000 0 HORIZONTAL SCALE ROAD FILE R I ........... RECOMMENDED z-4-07 CITY OF CARMEL 1100;%gTel 1 "=20' CD 0 FOR APPROVAL z 6 144W7MAw, VERTICAL SCALE DESIGNATION &SIGN /E�61\IEER DATE 136th STREET j CD No. 10300110 -. `§ , 5 c� 0 STAT C6 SURVEY BOOK SHEETS DESIGNED: FS DRAWN. JJC �,$T F RIMI 21 P�U �,4 R T o S� T 3 T 6 T 01 PLAN AND PROFILE SHEET -7 of 76 Q1 ADDENDUM 1 2 16-07 JAR CHECKED: JAR_ CHECKED' FS LINES 'A' AND "PR-A" STA* 15+00 TO 20+00 CONTRACT PROJECT DLZ I N A. LLC 04-07 —J C-D L, V) j L 1- 0 0 LEGEND COMMERCIAL DRIVE LT. 0 Z 0. 0 STR.�NO. S2 —0 0 Uo Q, L't Z OCARMEL CLAY SCHOOLS 0 < LE 1r 0 t SANITARY MAN �cl / STA. 36+,�0.45 0 0 0 0 1 1 , 1 11) Cn WIDTH=;34 - : ", Lli __l COMBINED CONCRETE CURB AND GUTTER ADJUST TO G DE. + 0 + TYPE 11 R=50),50) + J �J COMMERCIAL DRIB LT. Ljj SEC 22, Tl 8N, R3E AE 0', Ql (vj 1, 0 N Ln trj COMBINED CONCRETE CURB AND GUTTER Z Z 00 STA. 38+ 12.4 TYPE Ill + < IN Z 0 w CLAY TWP. rO WIDTH=27' + w CD a- a_ LU HAMILTON COUNTY w R=50',50' j 0 LLJ -_j or- Z MAILBOX ASSEMBLY !�j '_j in u cl r, + Cn F < + —7- ____Z� 0 0 CARMEL CLAY SCHOOLS C) CONCRETE CENTER CURB TYPE D CHESWICK PLACE REMOVE CONCRETE PATH HOMEOWNERS 7C , � 6 ) j , SODDING, NURSERY -INC. -REMOVE CONCRETE PATH (2p) MULCHED SEEDING TYPE ON 4" TOPSOIL N.E.P.L. 40' D.U.&S.S.E. LIJ 17() T Q) N!�_r,� LIMITS J \ ,T CONST. LI CEMENT CGHCRETE T D G ---------- ----- 7 5 ---C-ONST,- LIMITS-,, T 0 T DRIVEWAYS, ON 6" C-O,\�IPACTED AGGR._GATE, /------------- -------- ----- J 00Z w w \A SIZE NO. 53 A EXIST 40 RIW w -- ----- w w �O w w w - Q - LR/W w + Ld C) w Op HMA FOR APPROACHES TO BE: :!4 T T Ew r 6A 0000 T T T 165# HMA SURFACE, TYPE B ON T F0 FLI "T T FO FO F T E co 275#/SYD, HMA INTERI`,v,EDIATE, TYPE B ON co —I- --m- 06—M -M 990#/SYD, HMA BASE, TYPE B co 6 I IIIII'm *0 C14 (0 18____�ER, SW /4 16 K Q� Ln 16 136TH STREET 6� 2 B 0 Ll L6 K _ _ 4" DECORATIVE COLORED CONCRETE ON IN 6 SE C K LO 16 K r__ 2 T88�, 6" COMPACTED AGGREGATE, SIZE NO. 53 + I + SEC 2 + LINE 'A' n19 MAINLINE PAVEMENT SECTION, SECTION LINE LINE 'A SEE TYPICAL SECTION SHEET. SECTION LINE TRAIL PAVEMENT SECTION, N 89*32'41 E N 89029'54" '�E K O - SEE TYPICAL SECTION SHEET. r�A A GAS T S G�s - -GAS-- S GAS r 7 HE ❑HE OH OHE HE EIMV "co OH'E : DH ___L_�J _ L I-PH�j - __T UHE ��7 16 H E K CONCRETE CURB RAMP (LETTER T T T ___-T 19 T T T T INDICATES TYPE), COLORED CONCRETE .J Q0 G 4" CONCRETE SIDEWALK 6 (0 - K1 37+39,LT, STR. NO. 16 K I 00 7- Ll�j �5 6 INLET TYPE MOD J-10 & 50' OF 4—, 0 ------------ 00 D ------------ ---- ----------------- --- ---- 12" PIPE REQD ---------- --------------- STR. NO. 17 CONST. LIMITS MOVE S I V E WA 37+39, RT. -10 TS-7 0' R-4' CATCH BASIN TYPE K CONST. LIMITS (y W/ CATCH BASIN HOOD & 9' OF 50' RAW Fl -5� 1 \ �:� �, I (, 0 �l I 1 1/, 0 a- RESIDENTIAL DRIVE RT. ASHBURY PARK, LIP LLI 12" PIPE REQ'D RREG. U. D.E. Lu 0 STA. 37+03.97 < WIDTH=20' 4 STR. NO. 18 39+22 LT, c U) A Z , R= 1 O',l 0' � JOHN E & HOLLIS A VAWTER INLET TYPE C-15 & 50' OF FREIBURGER LIP (A Q0 0 Z 18" PIPE REQ'D 'j Z 0 P.1. STA. 36+31 .44 LINE "A" 1.,+22, RT.. STR. NO. 19 0 F-- NO CURVE RUN RESIDENTIAL DRIVE cl-fl- cl, CA BASii'l c"�,E MOD C _' Ljj (, (I, (I L�_ Z�l = 00*02'47" STA. 38+06.30 C,� I-i c� q: 1) ka U) t, W1 CATCh HOOD & 50 OF X MONUMENT TYPE B REQ'D. WIDTH,-12" r, Cc-, 18" PIPE RE01 1� Q� rr- C�_ cl- cl r:1 I R= 10,10' _c, 39+14 R T. STR. NO. 2 0 B cl-)I-) "-I C STREET APPROACH RT. „ 0 INLET TYPE B- 15 0�) I(,) -4 C!” C �I I I �j STA. 36+30.3 12 PIPE REQ'D WIDTH=30' t 4 4- t- 4 j- I I I- i- I �7, SEC 27, T18N, R3E 39+14 LT STR. NO. 22B R=30',30' rn <x,4 CLAY TW P. -15 & 8' OF INLET TYPE B _FY 12" PIPE REQD �jj HAMILTON COUNTY 7 L_j ALL TOPOGRAPHY AND RAW ON THIS SHEET DESCRIBED FROM LINE "A" UNLESS OTHERWISE NOTED. 35+75)RT, STR. NO. 29 4 9' OF 6- W/ CATCH BASIN HOOD & 9-1 - ---- - ---- ---- - - - L 12 PIPE REQ'D 1 4 EL W� I ;M oly 900 900 35+4s LT. STR. N0. 30 30 size ' PIPE REQ'D d t MANHOLE TYPE C-4 &2501 OF STR. NO. 56 895 35+75)34'RT. - f - -- f --895 - -,- __ ---- -- _ --- - -- - - - ---- - - �---- - - -- - -- -- - -- ---- - - - - -- __ -- - _ -- --- - - _ --- -- -- - � 36+20 30.21T. STR. NO. 56A 7- T__l MANHOLE TYPE C-4 ------- T- 1 890 890 - - , I - - CONNECT 8' OF 24" PIPES WIT -b 10��H 56C EXISTING PIPE r_r 44.9'LT. STR. N 0. 64 4 -40 -64 MANN TYP 4 & 32' 885 PIPE REQ'D. CONNECT 8' OF 15 18" I- _F I I T_ 885 �_f n P015TD-Gfi M I IAFV=4 39+22)34'RT. NO. 64 1 7 Q 0 7 �PE C-4 & 1 7 PIPE FR O9 (�T 46 R�29 INV=68,f LLF V tu A 2 4" PIPE FF�'�) 880 ,'ANHO�E 880 - \�2 P*E�--,WY - WV=&U-811 2 61-77 37+391 4 v*17\ f7 YM 8 34'RT, STR. NO. 66 MANHOLE TYPE C-4 &183' H'� SAAIMAP� OF =8 12 PIPE RE Q 1) 875 __F 875 --- I -A 1 _A_ I ;J - - - - -- STR. 1 ///V=8 _9� EXISTING STRUCTURES 0 NO CHANGE REQ)D A Q) J('. c\j LO \W -1 L6 LO -0) 00 __��A74 I , , (�o ADJUST CASTING TO GRADE pJ c0 0 4�a - - - -__ - - o ry- 00 00-- 004 )100 W.I , I-)J 10 1 ry-Y ac 00 aa - I-, L ICU 870 870 -00 REMOVE T R. :J, (v C, 35+00 36+00 37+00 38+00 39+00 40+00 REMOVE w%W0000000000 E c: HORIZONTAL SCALE ROAD FILE Ir R I RECOMMENDED CITY OF CARMEL 7 1 20' a�srEq'd.. Al raj'01 FOR APPROVAL VERTICAL S-CALE DESIGNATION 0 0 Vl E i36th STREET SIGN/EN'GINEER DATE No. 10300110 0 LO 0 STATE OF SURVEY BOOK SHEETS 4f FS JJc DESIGNED: DRAWN: PLAN AND PROFILE SHEET 11 of 76 C REMOVE H HE HOMEOWNERS W E Cl IC 0 A T 4 K W M N P E L Ain TV T 0, u 4 Q J_CON 0 & JS� j CQ+) _T \tHl l7r kT n I El kHE IH E__— Cv L (,Tj U� 19 r17 P.I. STA. 36+31,44 LINE 'A' CONTRACT PROJECT 1Q n R STONE 3' DOWN CHECKED: JAR— CHECKED- FS LINE 'A' STA. 35+00 TO 40+00 ADDENDUM 1 2-- 16-07 JA I RNA. LLC 04-07 I j j I I I �r�r*-r,,1;� _Lr,',�r„.r;-'.'� 0 V, SEC 22, T1 8N, R3E 01”" 0 0 LEGEND C 0 0 'c 0 �c '5 LAY TWP. C) COMMERCIAL DRIVE LT. m 01 0 0 1 0 HAMILTON COUNTY s TA;> 42 -49. 15 V) 11 T0+ COMBINED CONCRETE CURB AND CUTTER U, 7'8 -- 1-,- w W I DT R,, =;,2, TYPE 11 + 11), ILI STREET ALQFROACH ,LT. "J CA R 0 1 Q, 'tj I t)6 + 4 4 f I� I MAILBOX ASSEMBLY 0 z (') 1�� cc STA. 44+76.96 LLJ L I I I / t- [k - WIDTH14-26' L rr' �I -I I I -U-G- v-i SODDING, NURSERY b 1c, F� j P ctl j c D k "It, kL_ CI, F_ RTEM R=50'!'5q it EXISTING,-'Pf�p Lj L"j L _j '_y_ (2P) MULCHED SEEDING TYPE 'U' ON 4" TOPSOIL REMOVE uj 61B m CARMEL CLAY SCHOOLS 20' LSE 1�1_ i > EXISTING 62AT 11; H. I I I CEMENT CONCRETE PAVEMENT FOR 40' D.E. PROTECT E X I S T G, 12 PIPE DRIVEWAYS, ON 6" COMPACTED AGGREGATE, _RETE- -PATH FENCE 5 0 REMOVE CONC SIZE NO. 53 O :z ONST. LIMITS - C CD Z 40-- 0 WO Ld G 10' U & DE CONST. LIMITS - ------- D HMA FOR APPROACHES TO BE: u Y T T T 65# HMA SURFACE, TYPE B ON T T T' T EXIST. - -I------- - ------------ /W 2 r W_ !I! - W_ 275#/SYD. HMA INTERMEDIATE, TYPE B ON W w W oo w w w T T -:1 rz / Ll� 990#/SYD. HMA BASE, TYPE B T T T _T T T T T T T - --- __ , --- - t I D MAINLINE PAVEMENT SECTION, Em 1-�-d B co'Lo SEE TYPICAL SECTION SHEET. TRAIL PAVEMENT SECTION, 3013 SEE TYPICA!_ SECTION SHEET. 27 A -'E F� 1 36TH STREET CONCRETE CURB R.- ('-E] K K INDICATES TYPE), CONCRETE LINE 'A' K 4" CONCRETE SIDEWALK K N 89*32'41 E SECTION LINE S I GAS- GAS 40+79,LT, STR. NO. 27 G GA GAS T GAS GAS G S OHE-G GAS GAS GAS PAS GAS OH ❑ E ❑OHE ❑OHE ❑OHE ❑OHE T ❑OHE ❑OHE ❑OHE 15 15 32H ❑OHE FREE rRIMMING ESUT INLET TYPE J-10 & 54' OF REMOVE SIDEWALK 29B_ DHE /_?o 12" PIPE REQ'D A A A- 41 +00 RT. STR. N0. 29 B �r 0 z All, CATCH BASIN TYPE K-10 LL] C17 00 > W1 CATCH BASIN HOOD & 9' OF --------\ c ------ —---------------- CLZ i APP. & EXIS . 40' RIW 6 ------- - ---------- - --------- CONST. LIMITS Lj ----------- 0 L LEGEND 0 C 0 COMBINED CONCRETE -URB AND CUTTER r r 'c� A ;J + TYPE 11 + rl q q COMBINED CONCRETE k'..URB AND GUTTER 111j, � n r�l J r`� Jl r� � C) -O -.) O O A TYPE III MAILBOX ASSEMBLY Z,_ SEC 22, T1 ON, R3E -V Ti,I CLAY TWP. SODDING, NURSERY I- I - -I- 4 'v cl _j SQ1 A0 SQ ",J RESIDENTIAL X TIAL DRIVE LT. 3 SANITARY MANHOLE (g�) MULCHED SEEDING TYPE V ON 4" TOPSOIL ADJU�T WATER - RESIDENTIAL DRIVE LT. HAMILTON COUNTY VAIVES TO 04DE STA. 47+23. 16 I-Q, STA. 48+ 13.23 ADJUST CASTING TO GRADE, 20' LSE WIDTH Q CEMENT CONCRETE PAVEMENT FOR WIDTH=12' 7 , - I -40 D.E _', V U &�DE_) =1 2' R:�: 10,10' N DRIVEWAYS, ON 6" COMPACTED AGGREGATE, TALL 10,10, INS J� ------ c� ( � RELOCATE WATER 40' NEW JOSEPH D ALICE LEAVELL CONST. LIMITS V SIZE NO. 53 TO _U- &-qE--- HMA FOR APPROACHES TO BE: METER PIT STA. C ------------------------ -- ------- HYDR�XT �CONSf. ,\LIMITS 47+79, 42.5' LT. -- ----- @ 165# HMA SURFACE, TYPE B ON 40 QA ------�iA:1/46+70, 40' R/W R/W K1 p LT. ---- ---- - -------- 275#/SYD. HMA INTERMEDIATE, TYPE B ON 00 990#/SYD. HMA BASE, TYPE B E )N R�_ MAINLINE PAVEMENT SECTION, F35B -0a f VA/ 0 T Q _4 / SEE TYPICAL SECTION SHEET. �v I f�Q6Y xv a X�, W 0Z L f_� 4t��� @1 TRAIL PAVEMENT SECTION, Ap7irpn\Lh.-t P'l t�_, -7- w T T T T 'T Tw T T' T T rq - W CD w 5 15 G CURB RAMP (LETTER INDICATES TYPE), w K '(D Cl 36B [m�j c� w I 0 K COLORED CONCRETE 6 CD 4" CONCRETE SIDEWALK 136TH STREET K A_,) �0 LINE 'A'-,\ '(0 K Ilil HA L 1__t / z I N 89°32'41 SECTION LINE ADJUST WA ER IIII VALVE TO ( RADE IIII GAT-- _4 �_GAS7_ GAS GAS GAS GAS A GAS GAS y- GAS-� GAS GAS Gi�s GAS GAS GAS GAS (;A: AS 45+50, LT, STR. NO. 33 INN INLET TYPE J-10 & 50' OF 34B 30 ON- TREE TRIMMING EsmT A:-,[ 4L; MOVE HYDRANT AND 37B ell G 43B ! 11 PLUG AT BRANCH VALVE 11 H 18" PIPE REQ'D --- 4 F3 47B 45+;;v, RT. CATCH BAWN UP"! K-10 11 Nor 7 77I-T - — � w__ 7 — --- — I — U�El H FIF r r -B!+E- _4 91 1E Ell iE W/ CATCH BASIN -IOOD & 9' OF - ------ -------- C) F1 3A _59B_ 18" PIPE REQ`D 61 CONST. LIMI_ 47+53,LT. D STR. NO. 35B uj 11 V 1-,, T. ITS 7 C&INS CONS LIMIT W 1 U- INLET TYPE B-15 8' OF _F/ 50' R/W 50' R/W 50'� I � L,,- Wij ASHBURY PARK, LP s5y�VQ. 14 12" PIPE REQ'D 50 ', 50 r#el ME! T ck NORPH PIPES 4-- 001,10VE f3myTOA OF _71 SbUTH P/p� IDENTIAL DRIVE RL V) 47+61 LT. STR. NO. 36B RE ASHBURY PARK, LP INLET TYPE C-15 50' OF STA. 45+03.25 EXISTING STR, NO. 112 SEC 27 T18N R3E F36 B] f EXISTING STIR. 0-._ --1 1--3--\ WIDTH=20' VE EXISTING ROUND & CLAY TWP. R-10,10' ' NORTH NO CHANGE PEQ'D.-- EXISTING STR. NO. 115 H & SOUTH PIPE I 1 12" PIPE REQ'D HAMILTON COUNTY NO CHANGE REQ'D. 1 1, 47+61)RT. STR. NO. 37B c� 'I- ct Li- r_� F�- i cl 3 7 B] I'- - F CATCH BASIN TYPE MOD C-15 W/ CATCH (I I, fj� Cr c, cl 71- c� G, rj�: cl L 0�) �c ,I L BASIN HOOD & 9' OF 12" PIPE REQ'D L 49+43.151 'RT. STR. NO. 43A q F4 3 A] INLET TYPE G-7 & 8' OF STREET APPROA C) STA. 48+56. 15 1, 12" PIPE REO'D 'q, L r_ WIDTH=26' 'y R= 50f,50) fl J ,4 RT. STR. NO. 38B 47+53y ALL TOPOGRAPHY AND R/W ON THIS SHEET DESCRIBED FROM LINE "A" UNLESS OTHERWISE NOTED. 38B] INLET TYPE B-15 & 8' OF F 12" PIPE REQ'D VAIS AAGI 49+25 LT. 890 F41 B] STR. NO. 41 B 890 A 4 INLET TYPE J-10 83 OF _-F 77 25,RT. NO. 433 18" PIPE REQ'D CW'd BASIN 43B 885 885 W/ CATCH 73A�IN 1OOD 9' OF ------ F __77T- - - — t�_ _-77—___ __1 - I I I F54 B I W/ CATCH BASIN HOOD 89' OF 880 CATCH BASIN TYPE E-7 T 49+0541T. STR. NO. 54 880 U.ND C2 IUL pip 1 PIP T _460 -of-30T-101PE L1. 5 6 B] 1 , v 1 11 0 76 72 ---- -- INLET TYPE E-7 & 30 OF u /L "d ------ 875 ; A Ell' 1AEQZf.__ 875 F 72 18" PIPE REQ'D ?75 Z2, 7 iso -plPt PAW= TR. -A r pffE7_jf 1 -4- 49+25,34'LT V-4675. STR. NO. 58B 0 INV.. joqyj 5 8 B] V�-�W.9 3 =s7ff_v-,7B_j�U- EE07[ 'To=0 7t MANHOLE TYPE J-4 &112 OF 4 I 11- �it-0 '5� DIP,7- 0 0 z 870 47. 777 A� 36" PIPE REQD 0T- 64 36��:�4PF 9 870 J I 47+61 30T. STR. NO. 59 MANHOLE TYPE J-4 &164' OF IN 36" PIPE REQ'D _4 865 i -1 __A _6z 1 1 1 -I - - - - __ 1 865 1= 6%, F5 9 &k 6+50 34'RT, STR. NO. 60 -—------- A 60 Q37 MANHOLE TYPE J-4 & 111' OF Ln L IN __-____- - - - __ 7 - V- 36" PIPE RE -Illy A 110-1 STR. NO. 61 860 45+50 30T. "Do 860 1 1 U I Dah LLL a I L L -+---I E611 ID MANHOLE TYPE J-4 &100' OF 45+00 46+00 47+00 48+00 49+00 50+00 30" PIPE REQ'D E 2 'lea HORIZONTAL SCALE ROAD FILE 10jg'k. 0 .... ... RECOMMENDED -w-7 CITY OF CARMEL I "=2b) 01 f75 F 0 R APPROVAL P R 0 VA 1 o C, VERTICAL SCALE DESIGNATION F ESIGN 4N16NEER DATE 0 No 10300110 136th STREET STATE OF Ap FS JjC SURVEY BOOK SHEETS 2 /jv vkt. DESIGNED: DRAWN: 0 1A PLAN AND PROFILE SHEET Of 4 FY, � A I 7- F JAR FS CONTR/�,C-i ADDENDUM 1 2- 16-07 JAR CHECKED: CHECKED' LINE 'A' STA. 45+00 TO 50+00 QLZ LLC 04-07 - i .� � . �,, �, _ O O LEGEND � � /� /' % 15 COMBINED CONCRETE CURB AND GUTTER ' -' W ' OUS Al � > s TYPE II L0 SEC 22 T18N R3E WILLIAMS CREEK ' Q <"'s �,(� RE LAT BLOCK ,%�' ,/'� Lo m' � 16 COMBINED CONCRETE CURB AND GUTTER I Lo CLAY TWP. Ln I- II TYPE III HAMILTON COUNTY T r II 'r ' Q II All, © SODDING, NURSERY THE CITY OF CARMEL INDIANA AND `v c I ''�. /'''T 6 - '�' - ; 7PSuiK APP. � & EXIST 65 RIW 2' NAE � � " C� MULCHED Srr _DIN. Y' � f:� 'l. �)f�. CLAY TOWNSHIP OF ° �� �%?;�"� � --- - - -- ' I"V"t"'1T5- ru_ t"" 11 r I A4n ,i� j // �/ - --- - -- - - - ,_ HAMILTON COUNTY, INDIANA + w ___--- W sw'�'v� rm�i�' . �, P � I •^�O - ' --- _ -- _- -_ _ - _- --- -- _ - -_- 7 REMOVE 6" CONCRETE TAPER & CONST. LIMITS w - W .an- wa ii to _ I ,1. ��liall walk APP EXIST 50' R ---- W =-------- BEGIN CONSTR TION sIGN R4 & /►- - -W_---------- �-------- '��, 2 NA ,_� ��: ,% /' -� - �' � � ,. - - - _ _ _ - - - - - - - - _ - - - SALVAGE MAILBOXES ALONG PROJECT. _ ---- --==_-= - ,,, ,, - - -- 7 STA -57+26,35 38- _-LT -LINE A-= -- - - 8 6 -- - - - STA. 10+05.97, LINE "ST" - - _ _ - - MAILBOXES LOCATION -: _ EACH RESIDENCE AT THIS L - K1 3B ° GAS GAS � � -- � ' - GAS --` _ -_ _ - � GAS ACCORDING TO INDOT STANDARD DRAWINGS — -- --- _ GAS GAS GAS GAS GAS GAS GAS GAS GAS_ _____ -- --- _ - - - AND TECHNICAL SPECIFICATIONS PROVIDED. --- -- - __ CONSTRUCTION N OF TEMPORARY 6 - - - MAILBOX TO BE PROVIDED BY - -- - - -- -_�- = -== - -= -- s-- -- - - - - - _ -- - - APPROVED BY ENGINEER - - - _ -- --- -r T --- --- T T CONTRACTOR AND APPRO - - - - --T — -- - - - PRIOR TO COSTRUCTION. - K - - -- - -- - - _ - - -- - -- - -- S_ - - - _ --- -- -- - - - 136TH STREET / ES TO BE: O HMA FOR APPROACH -- -_ - / D - — 165 HMA SURFACE, TYPE B ON t -- - - - - � - SECTION LINE PS PS S S LINE 'A'--"\ co v -- -- - - _ - - - - - _ -- - ----- -- - - - - - ---- - - --- - -- 275#/SYD. HMA INTERMEDIATE, TYPE B ON N 89°32'41 " E cfl , 990#/SYD. HMA BASE TYPE B MAINLINE PAVEMENT SECTION, - V SEE TYPICAL SECTION SHEET, F 16 TRAIL PAVEMENT SECTION, K - - d w w - - -- - SHEET. Ly - w � w _ �P BPS BPS - - SEE TYPICAL SECTION S E 8 v W W i_ -- HE W ❑HE -- ��Iu� / _-�-- _1 I RE- ---Ll lam— ONE W' Ot�E 0 R �� �' T- -- I APP. & EXIST 50' R1W 6 - -- -- � ---���--- 50 R/W / 50 R/W CONST. LIMITS / , - " - - - --- 57+26.35MIT. i ' END PROJECT PP P. Mr. 5 s , _ _STR. NO. 2C PANHANDLE EAS�RN l E LINE COM ES I CARMEL DAD'S CLUB, INC. STA. 56+ 19.29, LINE "A" I c,P 2C i,IANHOLF Y._ /�` I I i it i - I I w 36" PIPF `-'Eli' 0 SEC 27, T18N, R3E - CLAY TWP. ` ' ° r•. -- - _- -- -- - 56+08,34'1-7. STR. NO. 3B HAMILTON COUNTY cn 3B MANHOLE TYPE K-4 &118' OF 36 PIPE REQ J LL- STR NO 50B 56+14 LT. • ? r; CATCH BASIN TYPE K-10 r - W/ CATCH BASIN HOOD & 14' OF -- �; 12 PIPE REQ D 56+14.1-7, STR. NO. 51 B }' « CATCH BASIN TYPE K-10 -� - W/ CATCH BASIN HOOD & 11 OF ALL TOPOGRAPHY AND R/W ON THIS SHEET DESCRIBED FROM LINE "A UNLESS OTHERWISE NOTED. 12" PIPE REQ'D - - - _ _ - - - -- --- - -- STR. N ---- -- - -- -- 0 0' 'C - - - - - - - - - - -- - 72'MANHOLE TYPE K - - 36 PIPE REQ D _ - 890 -- -- - - -� 890 1 - -- - - - _ - - -- -- --- - - - - - - -- - - --- - -- _ - . ..-. ... .. . ... ..:.. - - - - 7t 885 _ 880 880 - _ - 8 75 c - - -' - - --- - - --- - - - - - -- -- _ - - - -- - - - - - - - - - -- -- --- - - - - - I - - - - --- - - - - 870 870 - - - - -- - - - - -- -- - - - - - - - - - - - - - 865 —_ - �-_�. -.- --- ----- V -:_-_. -4 - - -- - - - - --- - - - - - - - - - - fl - Q --- -- -- -- -- - - - - - - ---I- - �" - r.i ° - -- -- - - - - - - -- _- _ - - - - -- - - - - o -- - -- - - --- - - - - - - - - - 860 860 ; ar - - -- - - - -- ar - -- - - --- (n CD - - - - - 55+00 56+00 57+00 58+00 59+00 60+00 °0 AI Opppp� Z �(O °7 CITY F A -_ HORIZONTAL SCALE- - ROAD FILE 0009000oo0000 000°°,, a.:.-. .. opo RECOMMENDED C 0 C RMEL 1 -20' - " ' � 'P`�°�gT�9Fo' �o FOR APPROVAL A SCALE DESIGNATION o ESIGN EN INEER DATE 136th STREET 1 1-5 LE D No. 10300110 0 STATE OF o B i v` ��?!_�,�'�� �NDIAN�' '� DESIGNED: DRAWN: PLAN AND PROFILE SHEET - -_ - FS JJC SURVEY BOOK SHEETS P.O.T. STA. 62+58.29 LINE 'A' oO�pppOpp�a11A1. o° + + CONTRACT 1 5 PROJECT 76 0000 JAR FS LINE A STA 55+00 TO 60+00 Q1 ADDENDUM 1 2- 16-07 JAR STONE 1.3' DOWN DLZ IN�Q��A ��C CHECKED: CHECKED • MEASURED AT PROPERTY LINE 3'-0 RADIUS 20' MAX RADIUS 3'-0 TAPER VARIES 12' MIN VARIES TAPER CURB-- GUTTER— PLAN GRADE ORIGINAL GROUND LINE PIPE BACKFILL LEGEND 0 He = OUTSIDE TO OUTSIDE DIMENSION OR RISE SIDEWALK CONCRETE' SIDEWALK DRIVE U Bc = OUTSIDE TO OUTSIDE DIMENSION OR SPAN STRUCTURE BACKFILL PLACED AND COMPACTED IN Vc = 12" FOR PIPE DIAMETER < 18" 10' RADI CONCRETE 10' RADIUS w ACCORDANCE WITH = 18" FOR PIPE DIAMETER > 18" DRIVE Q STANDARD SPECIFICATIONS. 6� Minimum 6 > W = 1 .25 Bc + 12 FOR < 42 DIAMETER 1 .25 Bc + 24" FOR > 42" DIAMETER p = HOWEVER, 9" MINIMUM CLEARANCE SHALL BE I PROVIDED ON EACH SIDE OF PIPE (V d = 3" FOR DIAMETER < 27" BC 4" FOR 27" < DIAMETER < 60" SIDE SLOPES PER 6" FOR DIAMETER > 60" 3'-0 10' 20' MAX 10' 3'-0 W IOSHA REQUIREMENTS (TYP.) TAPER RADIUS 12 MIN RADIUS TAPER CURB & GUTTER - 1 - DEPRESSED CURB CURB & GUTTER NOTES: USE FOR DRIVES WITH ALL CURB TYPES EXCEPT ROLL CURB FOR LOCAL ROADS FACE OF CURB IS TO BE 6 3/4", BACK OF CURB 12 3/4" ALL OTHER ROADS FACE OF CURB IS TO BE 7 1 /2)I PIPE BACKFILL NOTES : , BACK OF CURB 13 1 /2" 1 . BEDDING, HAUNCHING, AND INITIAL BACKFILL FOR ALL RCP INSTALLATIONS SHALL BE B—BORROW FOR STRUCTURE BACKFILL RESIDENTIAL DRIVEWAYS MEETING THE MATERIAL REQUIREMENTS OF THE INDOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT (SIDEWALK AWAY FROM CURB OR NO SIDEWALK) AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THERE REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR PIPE SIZES 66" AND LARGER, THE MINIMUM DEPTH OF MATERIAL NO SCALE BELOW THE PIPE BAREL SHALL BE 6". BEDDING SHALL BE PLACED TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. HAUNCHING AND INITAIL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND TO THE SPRINGLINE OF THE PIPE. THE LIMIT OF INITIAL BACKFILL SHALL BE 6" ABOVE THE SPRINGLINE. MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18". 1Q 2, FINAL BACKFILL FOR ALL RCP INSTALLATIONS SHALL BE B—BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN - 6" MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FO RTHE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE NOTES: TOP 6" OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD 1 . ALL POSTS AND RAILS (EXCEPT FORMED BENDS) SHALL BE EXTRUDED PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS GREATER THAN 5' SHALL BE CLEAN FILL 3/4" ROUND PICKET POST 6063—T6 ALUMINUM OF 14" SCHEDULE 40 PIPE MINIMUM . MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMATER, FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS @ 4" SPACING MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE 2. ALL PICKET POSTS SHALL BE J" ROUND FORMED AND EXTRUDED 6063—T5 DEPTH OF THE EXCAVATION. ALUMINUM MINIMUM. 3. PROTECTIVE COVER SHALL BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT OVER INSTALLED PIPES. THE MINIMUM 3. ALL RAILING ACCESSORIES SHALL BE CAST FROM ANSI 713 ALLOY. COVERS ARE NOTED BELOW. a) 1 .5' FOR DIAME-TER < 18" 4. ALL FASTENERS SHALL BE ALUMINUM OR STAINLESS STEEL. b) 3' FOR 18" < DIAMETER < 54" c) 4' FOR DIAMETER > 54" 5. EXPOSED EDGES OF PIPE RAIL AND PIPE RAIL POSTS SHALL BE ROUNDED OR CHAMFERED TO APPROXIMATELY 1 /16" BY GRINDING. 4. IF THE EXISTING GROUND LINE IS LESS THAN Vc ABOVE THE PROPOSED TOP OF PIPE ELEVATION, THE EMBANKMENT SHALL 42" BE CONSTRUCTED TO AT LEAST 6. HANDRAILS SHALL BE SUPERIOR ALUMINUM PRODUCTS, INC. SERIES 550 NON—WELDED ALUMINUM PIPE RAILING WITH BLACK BAKED—ON ENAMEL Vc= 12" FOR DIAMETER < 18" AND Vc- 18" FOR DIAMETER > 18", FINISH OR APPROVED EQUAL. 4 - 7. ERECTION DRAWINGS DEPICTING PANEL LENGTHS, SPLICE LOCATIONS, RAIL POST SPACING, AND ANCHOR BOLT SETTING, SHALL BE SUBMITTED TO RCP TRENCH DETAIL FOR CITY STORM SEWERS 4" PROJECT ENGINEER FOR APPROVAL. SEE SPECIAL PROVISIONS. NO SCALE 8. THE RAILING SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE SECTION 1607.7.1 HANDRAILS AND GUARDS AND TO WITHSTAND THE ALUMINUM RAILING FOLLOWING LOADS: NO SCALE = UNIFORM 50LBS/FT APPLIED AT THE TOP HANDRAIL IN ANY DIRECTION. CONCENTRATED 200LBS APPLIED AT THE TOP HANDRAIL IN ANY DIRECTION. HORIZONTALLY APPLIED LOAD OF 50LBS ON AN AREA NOT TO EXCEED 1 SQUARE FOOT INCLUDING OPENINGS AND SPACE BETWEEN GRAILS 3 FOR INTERMEDIATE RAILS, BALUSTERS, AND PANEL FILLERS. EN 0 L 9. THESE LOADS NEED NOT BE APPLIED SIMULTANEOUSLY. (no O o M O I N pp N O O � 0 0 00000000000000�0�0000000OO° 2 -��-o HORIZONTAL SCALE_ ROAD FILE N% : o :p�s"r'. °000 RECOMMENDED CITY OF CARMEL N/A r7 ,. , oo �� E9 °o `e Fo . o FOR APPROVAL VERTICAL SCALE DESIGNATION �s '� °�;` o ESIGN NG NEER DATE 16th STREET / '� No. 10300110 : N/A o / o o , / o '•• gTA � ��0° ESIGNED: S DRAWN: - SURVEY BOOK SHEETS D JJC 0000 NDIAN. DETAIL$ 19 of 76 °OOO a11AL 000 ADDENDUM 1 2- 16-07 JAR OLZ�IN���P�ALLC CHECKED: JAR CHECKED FS CON RACT PROJECT 04-07 o L DESIGN DATA STA. 18+ 17.02) 47. 10' LT LIVE LOAD: FLOWLINE EL. 878.37 Q BOTTOM OF PAVEMENT SECTION INVERT EL. 876.37 1 PROFILE GRADE DESIGNED FOR HS20-44 TRUCK LOADING IN ACCORDANCE WITH 90° A 2002 AASHTO SPECIFICATIONS, E DEAD LOAD: " LIMITS OF STRUCTURE BACKFILL ACTUAL DEAD LOAD PLUS 35 PSF FUTURE WEARING SURFACE. ° 12 —0 FE _ \ 4 I GENERAL NOTES co �t 1 . NET ALLOWABLE BEARING PRESSURE FOR FOUNDATIONS IS 3,500 PSF B B SOIL PARAMETERS FOR WINGWALL DESIGN 00 �° \ 6',, NATURAL SOIL STRUCTURE BACKFILL ° 0 1 '-6" 1 '-6" ANGLE OF INTERNAL FRICTION -- 34 DEGREES N I \ FLOWLINE EL. INTERFACE FRICTION ANGLE -- 25 DEGREES (2' ABOVE INVERT EL.) ESTIMATED UNIT WEIGHT 130 PCF 125 PC p0' ` STRUCTURE INVERT EL. ULTIMATE COHESION 1 ,500 PSF =_ \ -5 STA. 18+50.00 LINE 'A' SECTION F—F ULTIMATE ADHESION 1 ,000 PSF \ SCALE: 1 "=5'-0" o 23'-0" co I loll \ \ 11 '-0" \ TOP OF HEADWALL AND L L__ 856.41 N 18+ 00 19+ 00 WINGWALL EL. 886.25 _ --- - -- - w TOP OF HEADWALL AND WINGWALL LINE 'A' \ / 0 o ----- ---- -- EL. 882. 17 i N F 24" DIA. PIPE INVERT EL. 878.77 (SEE ROAD PLANS) INV EL, = 876.37 o \ \ o F \ \ \ BOTTOM FTG. EL. 872.37 BOTTOM FTG. EL. 872.37 N \ 51 6„ ° CD N N \ SECTION A—A � , \ SECTION B— B ° \ SCALE: 1 "=5'-0" SCALE: 1 "=5'-0" 10 o \ \ \ 23'-0" 00 11 '-0" TOP OF HEADWALL AND \ WINGWALL EL. 885,40 EL, 885.05 TOP OF HEADWALL AND WINGWALL EL. 883.47 i C E EL. 880.90 i 0° 18" DIA, PIPE STA. 18+82.98 47. 10' RT, INVERT EL. 878.57 FLOWLINE EL. 877,48 (SEE ROAD PLANS) C EL. 875,48 INV EL. = 875,48 PLAN SCALE: 1 "= 10'-O" BOTTOM FTG. EL. 871 .48 A BOTTOM 1-TG. EL. 871 .48 0 0 4,-6" .- 'C-4 N 10'-0" 115'-0" (MEASURED ALONG CENTERLINE CULVERT) 10'-0" SECTION C—C SECTION D— D TRANSITION TRANSITION SCALE: 1 "=5'-0" SCALE: 1 "=5'-0" CL 6" TOP SOIL STRUCTURE BACKFILL Qo FLOWLINE EL. (2' ABOVE INVERT EL.) FRONT FACE OF WINGWALL INVERT EL. — — — — of ° �\ REVETMENT RIPRAP 3 N GEOTEXTILE FILL WITH GROUT AFTER o INSTALLING CULVERT STRUCTURE BACKFILL _ SECTIONS (TYP.) TOEWALL (TYP.) ° 0 ^ 2'-0" LIMITS OF STRUCTURE BACKFILL I a J I Jw 1 ,_0„ _ f ~ N 00 ° SECTION E— E RIPRAP TOE DETAIL WINGWALL BACKFILL LIMITS SCALE: 1 "= 10'-0" SCALE: 112"= l '-O" SCALE: 1 "=5'-O" oll �pp00000 000000°°00 HORIZONTI:L SCALE ROAD FILE Ai. °°° RECOMMENDED Z—r� -07 CITY OF CARMEL - _ P......... AS NOTED _ 0 0 yw FOR APPROVAL VERTICAL SCALE — DES vNATION a o 136th STREET _ ,. M ,q�- • o ESIGN N NEER DATE AS NOTED o No. 10300110 0 STATE OF o° •'• ..�NDuN::='� °°� DESIGNED: SPR DRAWN: GJD SURVEY BO K - - SHEETS ............ ' CULVERT DETAIL$ 2 7 °f �6 °° 00°°°°° CONTRACT PROJECT Q ADDENDUM 1 2- 16-07 JAR °oo0qp opp00o CHECKED: JAR CHECKED' A - - - -- DLZ INU��NA LLC 04-07 C) 1_ o 0 0 0 O o o O O O O o O 0 0 O 0 0 0 0 0 0 o O LEGEND Lo r**".. 00 O O LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. O � N W2-6 r r �— r N N N 3O LINE, THERMOPLASI'iC, 9ROKEN, YELLOW, 4 IN. Q R1 — 1 ® LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN. x (30" X 30") STOP • _ R1 - 1 Q 5O TRANSVERSE MARKINGS, THERMOPLASTIC, U (30 t X 30 ) Y STOP LINE, 2 4 . 1 STA. 14+74 "PR-A" U Q R4-7 yFN (24"x30") © TRANSVERSE MARKINGS, THERMOPLASTIC, CROSSWALK LINE, 6 IN 136th STo D3- 1 �� » w -I STA, 21 +35 "A" STA. 13+00 PR A C�j STOP = THERMO (EXISTING SIGN & POSTS � U O � PAVEMENT MESSAGE MARKINGS, �I f]�CCWAAC FHENLUCI D3- 1 fI R. F RELOCATED TO NEW LOCATION) � �� PLASTIC, WORD ONLY THERMO 5 STA. 20+40 A w 5 PAVEMENT MESSAGE MARKINGS, PRE-PGRO STA. 14+40 "PR—A" 136TH STREET \ 4) Nil PLASTIC, LANE ARROWS THERMO LINE 'A' 6 LINE 'A' LINE 'A' 6 PAVEMENT MESSAGE MARKINGS, PRE-PGP� PLASTIC, WORK SCHOOL LINE 'PR-A' Q0 co (D O pp N N \ rl) Ln Ln O d CID \ N r` O N + + + + + + + + BEGIN PROJECT . -- 136th ST. j D3- 1 STA. N0. 11 +71 .47 LINE PR—A CHESWICK BLVD D3- 1 GROUND MOUNTED SHEET SIGN R4-7 (24"x30") STA. 20+05 "A" FLASHING �.-HOOL ciGNAL STA. 15+70 "A" O O O o O O O O o o O O O O O O O O O O O O O O O 3CHOOl O + + S4-3 N Lo (0 I **. 00 0) O N d- N N N N N N N N SPEED PO LIMIT SPEED LIMIT R2- 1 Y �O 7:00 A.M. R2- 1 TO 7:00 P.M (EXISTING SCHOOL (24"x30") ZONE BEACON ASSEMBLY STA. 33+00 "A" & SIGNS RELOCATED S4- 1 TO NEW LOCATION) STA. 33+00 "A" 136TH STREET � LINE 'A LINE 'A' O O C6 rn S1 - 1 + III ntw AHEAD W16-9P z STA. 30+50 "A" (EXISTING SIGNS & o POSTS RELOCATED N TO NEW LOCATION) M oop°000000 000000000O HORIZONTAL SCALE ROAD FILE CITY OF CARMEL --- -� =50 o° oo RECOMMENDED Z O o n FOR APPROVAL VERTICAL SCALE DESIGNATION ,d; ►• o 0 136th STREET g �i��° '�� , o'` No. 10300110 : o ES N dl DATE N/A STATE of ` FS JJC SIGNING AN SURVEY BOOK SHEETS DESIGNED: DRAwN. D STRIPING PLAN 29 �aVpj„•�G 0000° � � 'A' of 7 6 �; Q1 ADDENDUM 1 2- 16-07 JAR 0000pp�� 0p�00°°° CHECKED: JAR CHECKED FS LINE 'PR-A' STA 11+'71.47 TO 34+00 _CONTRACT PROJECT DLZ INU9'NA LLC 04-07 O O O O O O O O O O O O O O O O O O O O O O O O O O LEGEND [SCHOil + + + + + + + + + + + + + S4-3 O LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. Lo (c) � 00 0) O R1 - 1 N K) qq- Lo CD (30" X 30") SPEED O LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 - STOP W LIMIT IN. > 25 ® LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN. _ STOP R1 - 1 STOP ,R 1 - 1 ,R 1 - 1 24 x30" (30" X 30") STOP O R2- 1 TRANSVERSE MARKINGS THERMOPLASTIC (30 X 30 ) (30 X 30 ) ( ) „ „ - W O5 "A" STA. 39+65 A �► ► z 7;00 A.M. STOP LINE, 24 IN, STA. 37+78 A STA. 42+ 18 A STA. 35+85 "A" I STA. 44+48 "A" �i TO 7:00 P.M 6 TRANSVERS;: MARKINGS, T' 1ERM�JPLASTIC, 0 0 0 0 � o i + � CROSSWALK LINE, �•,..�� THERMO `n `n `� `� I + 5 S4- 1 � PAVEMENT MESSAGE Ml`,RKINGS, -PR•E� E� W) 6 + + + + % 6 136TH STREET + 6 PLASTIC, WORD ONLY I Lev 11 1 i STA. 45+50 A THERM (EXISTING SCHOOL I, PAVEMENT MESSAGE MARKINGS, ""ten LINE 'A' 1 4 6 LINE 'A' __ ZONE BEACON PLASTIC, LANE ARROWS — — ASSEMBLY & SIGNS THERMO 3 � nn�-F-GR" n RELOCATED PAVEMENT MESSAGE MARKINGS, TO NEW LOCATION) PLASTIC, WORK SCHOOL 0 1 6 6 4 � o A � M 1`0 Oo N ( 0 5 + + + ° 0 0 0 5 SPEED 4 W 136th ST. D3- 1 --- LIMIT R 1 - 1 136th $ . j D3- 1 T >STOP D3- 1 40 a (30 X 30 ) o STOP ASHBURY DL D3-5 136th ST• R2- 1 SIX POINTS RD D3-4 -,� � STA. 40+90 "A,. STONE DR. D3-6 R4- (24"x30") � STA. 36+52 A 7 STA. 36+70 A R1 - 1 (24 x30 STA. 45+45 "A" ) GROUND MOUNTED SHEET SIGN m (30" X 30") STA. 44+ 15 "A" STA. 45+40 "A" z = STA. 40+55 "PR-A" FLASHING SCHOOL SIGNAL O Q W X O O O O O O O O O O O O O O O O O O O O O O O O O O (p I� 00 Cy) O L0 to 00 qq- Lo Lo L0 uo) to L L Si - 1 . tj R4-7 W16-9P AHEAD (24"x30") STA 47+88 "A" - R4-7 STA. 47+50 "A" (24 X30") (EXISTING SIGNS & `, `q `r STA. 51 +55 "A" POSTS RELOCATED � 00 �� TO NEW LOCATION) + + 136TH STREET �, / % - -- - 4 LINE T 6 �4j7 - - - Ln t 0w0 �i Lo Ln N Ln N Q0 00 00 O d (_0 fl 5 + + + + + + + + W .> r 1 of 136th ST. D3- 1 R4-7 ,� END PROJECT „ W (24 x30 ) STA. 56+ 19.29 LINE A wSTOP D3-7 STA. 54+75 "A" Q SCHAFFER AVE = R1 - 1 STA. 49+ 18 "A" U cn (30" X 30") STA. 48+85 "A" 3 N Z No .. O O r� O I N N E o000000a0000000000o HORIZONTAL SCALE ROAD FILE C L M , oo�°°°� p• R' °OOO°o° RECOMMENDED �-'��°� �� CITY F CARME - - - =50' - -- -- 1 " P°�gTfAFo'. FOR APPROVAL VERTICAL SCALE DESIGNATION mila's A r,� • o o 136th STREET _ ESIGN NGI EER DATE o M N A No. 10300110 ��, �' o STATE of o SIGNING AND C� SURVEY BOOK SHEETS ��' oo '••. DESIGNED: FS DRAWN: JJC STRIPING PLAN - - 30 of 76 CL ° ••. No IAN' o °OOOOOOOaaYAl.00a�Q o° N N CONTRACT --- - ._ Q1 ADDENDUM 1 2- 16-07 JAR DLZ IN����A ��C CHECKED: JAR CHECKED ES LINE A TA 34+00 TO STA* 56+i9.29 _--_ PROJECT o ;� 1 " ROUND ALUM. BRACKET ARM., Ys" SHEET SIGN AND POST SUMMARY WALL, TUBE CAST DECORATIVE ACORN FINIAL TYP. BLACK POWDER COATED FINISH BRACKET AND FINIAL BALL, BLACK POWDER COATED FINSH. ENCAPSULATED 1' MIN. TO LENS METAL FACE OF CURB H THICKNESS AND 3" ROUND SQUARE STEEL STATION LOCATION SIGN CODE SIGN SIZE SIGN AREA POSTS POST TYPE 1 REMARKS 6j -H OAK IDGE ROAD o POST +i 0.08 IN LENGTH 1 TRAFFIC SURROUND (1 " o SQUARE ALUMINUM TUBE, L,R,M IN. X IN. SQ. FT. Ft. Ft. Y8" WALL, BLACK POWDER LINE "A" COATED FINISH) 13+00 L W2-6 RELOCATED EXISTING SIGN 1 SIGN, D3 14+74 L R1-1 30 X 30 6.25 13 SIGN, BLACK 1 ' INSERT WITH UM o0 0 14+40 L D3-1 48 X 10 1 �-3� —44-� 136TH ST 6" WHITE VINYL GRAPHICS, o TIMES "D" SERIES, AS PER o 14+40 L D3-2 48X 10 —3 89 2 HENLEY CIR CARMEL D.O.T. F `d 15+70 M R4-7 1 00 1 POLE SHAFT (3" O.D. ROUND 20+05 L D3-1 48X 10 —3.S3 1 4 4.2 136TH ST ALUMINUM TUBE, NON FLUTED, 20+05 L D3-3 48 X 10 X33-1 CHESWICK BLVD Y8" WALL, BLACK POWDER COATED FINISH) r 20+40 L R1-1 30 X 30 6.25 13 21+35 M R4-7 24X 30 5 13 GRADE LINE 30+50 R S1-1 EXISTING SIGN 30+50 R W16-9P EXISTING SIGN 2, F 33+00 L R2-1 24 X 30 5 13 CONCRETE FOUNDATION (TYP.) 33+00 R S4-3 RELOCATED EXISTING SIGN R R2-1 RELOCATED EXISTING SIGN R S4-1 RELOCATED EXISTING SIGN 1" 1" MIN, 44" 1" MIN. 1" r 35+85 L R1-1 30 X 30 6.25 13 c° 36+52 R R1-1 30 X 30 6.25 1 13 12" 36+70 R D3-1 48 X 10 1 X33— -2 SIX POINTS RD 1 36+70 R D34 48 X 10 e.59 136TH ST STREET SIG NAG E DETAIL 1" 37+78 L R1-1 30 X 30 6.25 13 6" NO SCALE 39+65 M R4-7 24X 30 5 13 1„ 40+55 R R1-1 30 X 30 6.25 1 13 1" 1 40+90 R D3-1 48X 10 x-33- —q4.? ASHBURY DR 40+90 R D3-5 48 X 10 ze.55 136TH ST STANDARD BLADE DIMENSION - 42+18 L R1-1 30 X 30 6.25 1 13 NO SCALE 1 44+15 R D3-1 48 X 10 -3.3r- 44,2— STONE DR 44+15 R D3-6 48X 10 -x.39 136TH ST ALL STANDARD CUSTOM BLADES HAVE A SPACE OF 44" FOR STREET 44+48 L R1-1 30 X 30 6.25 13 NAMES. THEREFORE, LETTERING WIDTH SHALL BE ADJUSTED SO THAT STREET NAME FILLS THIS 44" SPACE AND SHOP DRAWINGS SHALL BE 45+40 M R4-7 24X 30 5 13 APPROVED BY THE CITY OF CARMEL. FOR NUMERICAL STREETS, THE SUBSCRIPT SHALL BE 3" IN HEIGHT AND PLACED ON THE UPPER HALF 45+50 L S4-3 RELOCATED EXISTING SIGN OF THE 6" SPACE FOR LETTER PLACEMENT. THE WORD INDICATING L R2-1 RELOCATED EXISTING SIGN STREET, ROAD, PARKWAY, ETC. MAY BE ABBREVIATED OR SPELLED OUT L S4-1 RELOCATED EXISTING SIGN DEPENDING ON THE STREET NAME, FOR EXAMPLE: 45+40 R R2-1 24 X 30 5 13 961H STREET GENERAL NOTES: FOR LESS LENGTHY STREET NAMES OR 47+50 L S1-1 RELOCATED EXISTING SIGN 1 . IF CUSTOM SIGNAGE IS NECESSARY AND THE STANDARD BLADES 47+50 L W16-9P RELOCATED EXISTING SIGN MAIN STREET CANNOT ACCOMODATE THE INFORMATION, LARGER BLADES CAN BE SUBMITTED FOR APPROVAL, ANY CUSTOM BLADES OVER 48" IN 47+88 M R4-7 24 X 30 5 13 LENGTH SHALL BE PLACED ON TWO CUSTOM POSTS. 48+85 L R1-1 30 X 30 6.25 /A 13 WESTFIELD BLVD. 2. ALL STREET ID SIGNS AT STANDARD INTERSECTIONS SHALL BE TWO FOR LENGTHY STREET NAMES SIDED UNLESS DIRECTED OTHERWISE. 49+18 R D3-1 48 X 10 1 —3� —44.2— SCHAEFFER AVE PENNSYLVANIA ST. 49+18 R D3-7 48X 10 X33— 136TH ST 3. ALL STREET ID SIGNS AT ROUNDABOUT INTERSECTIONS OR THAT ARE FOR ONE DIRECTION OF TRAVEL SHALL BE ONE SIDED UNLESS DIRECTED OTHERWISE. 51+55 M R4-7 24X 30 5 1 13 4. SHOP DRAWINGS OF D3 STREET SIGNS SHALL BE SUBMITTED TO Z 54+75 M R4-7 24X 30 5 13 ENGINEER FOR APPROVAL OF FONT, SPELLING, SIZE /DIMENSIONS, M Total Q 96 3c� -85 195 AND LEGEND AND BACKGROUND COLORING PRIOR 1 MANUFACTURING. ,- N O 0 000000000000a00000°°OO HORIZONTAL SCALE ROAD FILE �° a °°o°°°,� �►�•• .. °OOO° RECOMMENDED ' Ci L N/A OR AS NOTED °o FOR APPROVAL .2 CITY OF CARMEL r o VERTICAL SCALE • o �. • '�-,, o i86th STREET DESIGNATION " � °�" o No. 10300110 o ESIGN NG NEER DATE N A 0 \� � o STATE OF o° a •• ND�AN� :'♦ °°° DESIGNED: FS DRAWN: JJC SHEET SIGN AND POST _ __ SURVEY BOOK 31 SHEETS 76 °000000 o a0000°°° CHECKED: JAR CHECKED- FS SUMMARY TABLE AND DETAILS CONTRACT PROJECT ADDENDUM 1 2- 16-07 JAR DLZ IN�9l��A LLC o - __ - 04-07 PAVEMENT QUANTITIES AND APPROACH TABLE 'Noe- SURFACE BEYOND R W LINE HMA FOR APPROACHES HMA FOR ROADS PCCP o o MATERIAL FOR TYPE "0" 6 ` 1. GRADE w o ^ w o ^ p COMPACTED CEMENT DESCRIPTION w ° z ° w w ° w w cn ° �. ° �. ° ° w E ° ° w ° Q ° >- w E ° w Q ~ AGGREGATE CONCRETE v z w f- = w f- �- � (LESS THAN w m } g m �- m E >- U > _ U } U U Q J WIDTH LENGTH RADII z J w Q O w E- Q w Q EXCAVATION v cn v cn ° cn w co a E cn w z a o O PAVEMENT NOT � ° w a E w E cn w FOR BASE Q ° m y c� w w v a v c� z 10% Q w �cn w �o �cn �� w �w w �cn w zo �cn w cn v o FOR LOCATION � w mofQ o aw - Uww �w w w ° Q o � o w Q w a w � �Q w o :) Q N0. 53 Q SHOWN) � � aQ w o w ° m Y DRIVEWAYS mo (APPROACH - mom m � co �n Lna om om Ln �n � om � rn om w NO TYPE O R :i 0 0 = z 0 0 � N F- rn � � ►�n Lo N w E Q Q - ~ z z 6 IN. CLASS „L" "RT„ IT" 00 co a 1 2 CUT FILL z - ry FT FT FT FT FT SYD SYD SYD SYD % % CYD CYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD TON SYD "App _ 18,995 18,995 18,995 23-x-5-91 . 18,995 A PR-A & A MAINLINE 48 4448 - T RESIDENTIAL DRIVE 12 31 .5 10 10 6.25 1 3 8 �1 13 39 14+80.20 R RES DE Q, 15+09. 15 LT. STREET APPROACH 39.5 39.5 50 50 0 284 284 284 15 45 18+23. 10 RT. RESIDENTIAL DRIVE 12.5 29 10 10 0 18 53 19+53.67 RT. RESIDENTIAL DRIVE 14 46 10 10 19.5 11 32 20+71 .85 LT. STREET APPROACH 37 43 50 50 0 291 291 291 _ 19 56 24+26.34 RT. RESIDENTIAL DRIVE 26.5 49 10 10 25 22 65 12 37 25+64. 16 RT. RESIDENTIAL DRIVE 12 39 10 10 15 7 20 - 16 48 26+88. 10 RT. RESIDENTIAL DRIVE 15.5 33.5 10 10 9 5 16 13 41 31 +23. 14 RT. RESIDENTAIL DRIVE 13.5 36.5 10 10 12 6 18 - 36+20.45 LT. COMMERCIAL DRIVE 34 49.5 50 50 54 158 148 148 148 - 36+30.30 RT. COMMERCIAL DRIVE 30 30 30 30 54 57 130 130 130 13 38 37+03.97 RT. RESIDENTIAL DRIVE 20 15 10 10 0 - -- 11 32 38+06.34 RT, RESIDENTIAL DRIVE 12 20 10 10 0 38+ 12.40 LT. COMMERCIAL DRIVE 27 49.5 50 50 33.5 132 135 135 135 40+28.01 RT, STREET APPROACH 26 50 40 40 0 222 222 222 42+49. 15 LT. COMMERCIAL DRIVE 28 50.5 50 50 34.5 138 137 137 137 14 42 42+69.09 RT. RESIDENTIAL DRIVE 13.5 30.5 10 10 4.5 > 2 7 44+76.96 LT. STREET APPROACH 26 50 50 50 0 265 265 265 20 59 45+03.25 RT. RESIDENTIAL DRIVE 19.5 26 10 10 0 8 25 47+23. 16 LT. RESIDENTIAL DRIVE 12 41 .5 10 10 25.5 11 33 -- --- g 25 48+ 13.23 LT. RESIDENTIAL DRIVE 12.5 19.5 10 10 3.5 1 4 48+56. 15 RT. STREET APPROACH 26 50.5 50 50 0 265 265 265 51 + 16.94 LT. COMMERCIAL DRIVE 23 40 40 40 24 75 104 104 104 54+ 12-93 LT. COMMERCIAL DRIVE 22 37.5 45 50 21 .5 78 113 113 113 3 J � .. O D M HORIZONTAL SCALE ROAD FILE cn °°0000a0000�a�pp0pp0 c r °°°o&O N.RI OOO°oo RECOMMENDED 136th STREET N/A 1p-M ' Q o .: o FOR APPROVAL CITY OF CARMEL VERTICAL SCALE DESIGNATION o' D IG ENGINEER DATE N/A ° o �9 ,� � j �; � o NoSTo�o iio : o SURVEY BOOK SHEETS 0 M o �•? a °°o �NDIANt* ' ♦ o° FS JJC _32 of 76 000D DESIGNED- DRAWN: °° APPROACH TABLES CONTRACT PROJECT ° away °�° _ - ---- °°000op000000 aoo°° CHECKED: JAR CHECKED. FS O4-07 �1 ADDENDUM 1 2- 16-07 JAR DLZ INDIANA 11c, STRUCTURE DATA TABLE z LOCATION FLOW LINE f= o V V) V) ckf z U O � N � � w Q af a- z z Q . 0 p O w U UPSTREAM DOWN a. � � ch w � GRATED BOX END SAFETY METAL i- REMARKS `Y Q Z � o- MANHOLE, INLET, F- � a �- z cn = STREAM U = J � U w �' SECTION END SECTION F- ~ 0 SIZE CATCH BASIN, OR � O � w ° � m ° of � w U of STATION � = O U w > a -1 °m z � z w v a- SPECIALTY z Lu Y o o z D � U °w o o °- � a cn U I- m U w Q a z U � m m O U lL O � � J U V) U) FT FT ELEV ELEV ELEV EA EA CYDS FT TONS CYDS EA TYPE SLOPE EA SLOPE EA EA 48B 54+78 X 12 RCP CL. III INLET Type J- 10 50 2.27 881 .02 876.60 876.27 1 25.52 49B - -- 49B 54+78 X 12 RCP CL. III INLET Type J- 10 9 2.89 881 .02 876.26 876.20 1 4.83 413 3C 56+08 34' 36 RCP CL. III MH Type K-4 72 9. 10 880.91 867.39 867.23 1 208.38 313 -- 313 56+08 34' 36 RCP CL. III MH Type K-4 118 9.94 880.83 867.02 866.76 1 375.84 2C 50B 56+ 14 X 12 RCP CL. III CB Type K- 10 14 2. 14 880. 13 875.71 875.65 1 6.91 313 - -- ---- 51B 56+ 14 X 12 RCP CL. III CB Type K- 10 11 2. 14 880. 13 875.71 875.65 1 5.43 3C 2C 57+26.35 38' 36 RCP CL. III MH Type J-4 263 7.74 878.28 866.76 866. 17 1 674.21 67 67 59+20 36 RCP CL. III MH Type J-4 403 6.28 876.00 866. 17 865.28 1 873.89 1 C 1 1 C 62+ 17 36 RCP CL. III MH Type J-4 150 3.28 872.40 865.28 864.95 1 210.07 1 OUT _ 69 30+30.10 X 18 RCP CL III 108 76'35'12 2.3 883.69 882.46 1 66.1 1 --- X 18 RCP CL III 108 76'35'12" 2.3 883.69 882.46 1 66.1 1 -- X 18 RCP CL III 108 7635'12 2.3 883.69 882.46 1 66.1 --- 10 NOT USED 11 NOT USED 12 NOT USED 13 NOT USED i 14 NOT USED -__-- 15 NOT USED -- 28 NOT USED 31 NOT USED 65 NOT USED 1 -- --- -. - - --- TOTAL S 4 ;z4- 10671 Ln i v+ 3 N 0 J F- M HORIZONTAL SCALE ROAD FILE p°0000000000000000 °�� CITY OF CARMEL N/A - - - -- N °oo°°° 4►�..R�C `7Oo° RECOMMENDED 2 -/� - o E oo d \S TFR ., °°� N a "� o Q�° Fo , o FOR APPROVAL VERTICAL SCALE DESIGNATION s*x,.1.4 q�: o DE IGN ENGINEER DATE 136th STREET - - - o N/A No. 10300110 o 0 STATE of o JJC SURVEY BOOK SHEETS ° DESIGNED FS DRAWN: 3 of 76 of °°o !ND IANN o°° _ °° i °° STRUCTURE DATA TABLE _ _ O�ppp�p�0000°° JAR FS CONTRACT PROJECT AADDENDUM 1 2- 16-07 JAR CHECKED: CHECKED:DLZ INDIANA LLC _U4-07