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116th Street (College Ave to Rangeline Rd)
PROJECT DESCRIPTION TRAFFIC DATA 116TH STREET COLLEGE AVENUE STP-B886 9785910 A.A.D.T. 2004 18,950 V.P.D. 9,220 V.P.D. CONTRACT INDIANA R-27495 A.A.D.T. 2024 28,160 V.P.D. 12,450 V.P.D. D.H.V. 2024 2,650 V.P.H. 1,170 V.P.H. DIRECTIONAL DISTRIBUTION 50% 50% ENT TRUCKS 3% A.A.D.T. 3% A.A.D.T. M OF DEPART D.H.V. 3% D.H.V. 3% TRANSPORTATION DESIGN DATA DESIGN SPEED 60 km/h 60 km/h PROJECT DESIGN CRITERIA RECONSTRUCTION NON—FREEWAY RECONSTRUCTION NON—FREEWAY FUNCTIONAL CLASSIFICATION MINOR ARTERIAL LOCAL AGENCY COLLECTOR RURAL/URBAN URBAN INTERMEDIATE URBAN INTERMEDIATE TERRAIN LEVEL LEVEL ACCESS CONTROL NONE NONE ROAD PLANS 116TH S FROM OLL E E AVE . TO RANGELINE RD . PROJECT NO . C ) P . E . C ) R / W STP = 13886 ( 00 ? ) CONST . ADDED TRAVEL LANES ON 116th STREET FROM COLLEGE AVENUE TO RANGELINE ROAD, LOCATED IN SECTIONS 35 & 36, T- 18-N, AND SECTIONS 1 & 2, T- 17-N, R-3-E, CLAY TOWNSHIP, IN THE CITY OF CARMEL, HAMILTON COUNTY, INDIANA GROSS LENGTH: 1 .768 km NET LENGTH: 1 .768 km PLAN: LONG.: 1 :200 PROFILE: HORIZONTAL: 1 :200 MAX. GRADE: 2.74% � TRANS: 1 :200 VERTICAL: 1 :50 STA. 2+006.291"PR-1" STR. NO 1 (MONON TRAIL UNDERPASS) PROJECT LOCATION SHOWN BY BEGIN PROJECT STP-B886 007 END PROJECT STP-B886 (007) STA. 0+960.130"P R-1 " TA. 2+728.272"P R-1 " 27 26 25 30 n431 29 WINON D D V o �RMF� GRADLE DR CITY OF CARMEL 0 DR S OSHOd DR BOARD OF PUBLIC WORKS AND SAFETY 3 35 36 31 32 J � SCALE: 1 : 20000 w w MAYOR JAMES BRAINARD, CHAIRMAN R Z z CONGRESSIO = N .� H O Q "' m 116TH ST. LORI WATSON, MEMBER � z 17N 4 ip w p Z z 3 ° z 3 w �j MARY ANN BURKE, MEMBER W 2 0 0 1 0 Z 6 5 ca 3 \N� /� I 111TH '' TR rol I STA. 2+215.929 n PR-1 n 431 133 STR. NO. 2 DES. NO. 9985911 INDIANA DEPARTMENT OF TRANSPORTATION CLAY TOWNSHIP (HA MILTON COUNTY BRIDGE#268 STANDARD SPECIFICATIONS DATED 1999 CITY OF CARMEL TO BE BUILT IN COMBINATION TO BE USED WITH THESE PLANS HAMILTON CO. , INDIANA W1TH ROAD CONTRACT SEE BRIDGE PLANS) PLANS ``````\` NU111f11111III/ph�'''' Farrar Garve Associates LLC. PREPARED Sr. FARRAR, GARVEY & ASSOC., LLC. (317) 844-8900 g��L F9gy' .y PHONE NUMBER ' v �'' :o s '••., ° DESIGNATION 8925 N. Meridian Indianapolis, IN 46260 __ 1 844 8900 FAX 317 844-9168 - _ _ 9785910 (3 7) ( ) CERTIFIED BY: = 20913 _ November 11, 2004 = DATE .o•'• STATE Of SURVEY BOOK SHEETS ' '•cam' 1 of 178 COWSZIA67 L�I7 Ir7eerS APPROVED ' 'p�,''.•/�r��A •'•••� LPA JOB 'g FOR LETTING: N� E ���.`` CONTRACT PROJECT CHIEF, DIVISION OF DESIGN DATE "`"""f111111f►�f"`�"��� R-27495 STP—B886 007 V167 :�4p 5C Ilv__7 Wr 5 VW& fwfilot�w xazws map /W16 UTILITIES GENERAL NOTES All Earth Shoulders Median Areas and Cut and Fill slopes shall be plain or mulched seeded except where Sodding is specified. TELEPHONE WATER & SANITARY SEWER The final Cross—Sections of the grading contract will be the original cross—sections of the Paving Contract. GAS However, partial or com lete cross—sections shall be taken if necessary to determine the actual excavation quantities. INDEX VECTREN ENERGY SBC CITY OF CARMEL Paper Relocation will be cross—sectioned by the Engineer before construction. P.O. BOX 1700 5858 N. COLLEGE AVE. DEPARTMENT OF PUBLIC WORKS Existing asphalt pavement located outside the limits of new construction between Station —_— and NOBLESVILLE, IN 46061 INDIANAPOLIS, IN 46220 ONE CIVIC SQUARE Station , shall be removed as directed. SHEET NO . D E S I G N AT I 0 N (1600 ALLISONVILLE RD. ATTN: MR. ROBERT REYNOLDS CARMEL, IN 46032 The quantity of Peat Excavation shown on the plans has been estimated on the basis of theoretical cross—sections NOBLESVILLE, IN 46060) TEL. : 317_252—4148 ATTN: MR. JOHN DUFFY by using treatment of existing fills treatment by removal or treatment by displacement, where each treatment applies. 1 TITLE SHEET ATTN: MR. DON PERDUE TEL. : 317-571 -2451 REPRESENTS GENERAL NOTES REQUIRED TEL. 317-776-5534 2 INDEX AND GENERAL NOTES WATER 3 - 5 TYPICAL CROSS SECTIONS ELECTRIC CABLE CINERGY PSI BRIGHTHOUSE NETWORKS NDIAONwATERWAY BOULEVA DNY 6 - 8 PLAT NO. 1 1619 W. DEFENBAUGH RD. 516 E. CARMEL KOKOMO, IN 46904 CARMEL, IN 46032 INDIANAPOLIS, IN 46206 9 - 22 MAINTENANCE OF TRAFFIC ATTN: MR. LARRY GRIFFIN ATTN: MR. STEVE CREECH ATTN: MR. STAN GRAVES TEL. 65-454-6571 ATTN: MR. STEVE HART TEL. : 317-263-6446 23 - 41 EXISTING TOPOGRAPHY 7 TEL. : 317-632-9077 42 - 65 P LAN & PROFILES EXT. 258 ELECTRIC TELEPHONE STORM SEWER 66 - 68 SPOT ELEVATION DETAIL IPL A T & T CABLE CITY OF CARMEL 69 CHANNEL DETAIL 1230 W. MORRIS ST. CARMERADINE DR. 6032 DEPARTMENT OF ENGINEERING INDIANAPOLIS, IN 46221 CARMEL, IN 46032 70 �' 4 EROSION CONTROL PLANS ATTN: MS. JANET SNODGRASS ATTN: MR. JOSEPH VOLKER ATTN: MR. MIKE McBRIDE, P.E. 75 MODULAR CONCRETE BLOCK RETAINING WALL DETAIL TEL. . 317-261 8617 TEL. 317-580-9848 TEL. 317-571 -2441 76 - 79 PRECAST RETAINING WALL DETAILS HOLEY MOLEY SAYS: TELEPHONE SANITARY SEWER 80 - 86 MONON TRAIL UNDERPASS DETAIL MCI WORLDCOM CLAY TOWNSHIP REGIONAL 87 - 91 SIGNS & PAVEMENT MARKINGS 730 W. HENRY STREET WASTE DISTRICT INDIANAPOLIS, IN 46225 10701 N. COLLEGE AVE., SUITE A 92 - 93 TRAFFIC SIGNALS ATTN: MR. CHRIS FOWLER INDIANAPOLIS, IN 46280 "DON'T DIG BLIND" TEL. : 317-685-8050 ATTN: MR. JAY ALLEY 94- 95 EROSION CONTROL TABLE 1-800-382-5544 TEL. 317-844-9200 CALL BEFORE YOU DIG 96 - 97 SIGN SUMMARY TABLE 98 MISCELLANEOUS TABLE 99 - 100 APPROACH TABLE REVISIONS SHEET N0. DATE REVISED 101 - 107 U N D E R D RAI N TABLE 108 - 110 STRUCTURE DATA TABLE 1 1 1 - 1 14 PIPE MATERIAL SHEET 1 15 - 178 CROSS SECTIONS 0 � h � V HORIZONTAL SCALE BRIDGE FILE Z' RECOMMENDED INDIANA A. �i,, � 0`, '� y����'- FOR APPROVAL — — VERTICAL SCALE DESIGNATION �� v9�0 = DESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION 9785910 140. 20913 1 = SURVEY BOOK SHEETS SraTE OF ;�� r DESIGNED: GF DRAWN: MP LPA JOB GENERAL INFORMATION & INDEX SHEET 2 of 178 CONTRACT PROJECT 116TH STREET STP-8886 007 CHECKED: MR CHECKED: MR R-27495 n„uniumnnar Varles from 12274 Mtn.to 15.485 Max. Varles from 7.298 Mln.to 14.885 Max. Varles from 3.462 Mln. to 7517 Max. Varies 3.0 C.Z. Varies from 6.600 MIS Line "A". Sec. L lne,to 7200 Max. 7.5 to 0 & Survey Line 3.0 C.Z. **** ** ** 0.3 0.6(x0 2.4 1500 0.785 Varies from 3.3 Min.'k Varies from 3 3 Mln.'�` Varies from 0.260 Min.'i"I` Varles from o to 3A'�"i"i` Varies from 3.3 MIn. Varies from 3.3 Mln. 0.785 Varies to 3.6 Max. to J.6 Max. to 3.0 Max. Line "PR-1" & to 3.6 Max. to 3.6 Max. 0.9 to 3, I 2.0% 2 0% Consti. 1 .9 Mvx Q . Exist. Ground --- 4.0% 1 K 2.0% P.G. K 2.0% 2.0%-� ,� Mox• P.G. MoX• Exist. Ground 3.•� 3.3 from Sta. 0+960.130 to 0+999.283 Varies from 3.3 to 3.6 from 1 Sta. 0+999.283 to Sta. 1 +042.802 Limits of Subgrade Treatment Type IA 3.6 from Sta. 1 +042.802 to Sta. 1 +097.977 116TH STREET 'k 'k Varies from .026 ® Sta. 0+960.130 to 0.905 ® Sta. 0+999.283 to 1 .928 ® Sta. 1 +042.802 STA. 0+960. 130" PR- 1 " TO STA. 1 + 198.922" PR- 1 " to 3.0 ® Sta. 1 +097.977 0 from Sta. 0+960.13 to Sta. 0+979.986 Varies from 0 to 3.0 from Sta. 0+979.986 to 1 +069.991 3.3 from Sta. 0+960.13 to Sta. 0+979.986 Varies from 3.3 ® Sta. 0+979.986 to 3.6 ® Sta. 1 +069.991 • 3D • Varles from 14.394 Mln.to 19D85 Max. 3.0 Varies from 15.474 Mln.to 21.085 Max. 3D C.Z. Line "PR-1" 32•. Line "A", Sec. Line 3D C.Z. Varies & Constr. & Survey Line Exist. Ground 0 to 0.9 0,600 2.4 /500 0.785 7200 0.785 22/5 2215 0.785 7200 0.785 1.500 2.400 0.600 Varles 3,'1 3.6 3.6 3.6 3.6 0 to 5.2 M°k 2.0% Q 2.p� 4.0%0 1 4.0% 4.090 1 P.G. % Q 2.0% 1 2.0% K P.G. -�` . 1 K 20% Mok. Typ. for Cut Section Exist. Ground Limits of Subgrade Treatment Type IA Llmlts of Subgrade Treatment Type IA Typ. for Fill Section Without a Ditch 116TH STREET OJ5 • Varies from 3.0 to 0 from 0.6i0 STA. 1 + 19 8.9 2 2" P R- 1 " TO STA. 2+7 2 8.2 72" P R- 1 " Sta. 2+693.048 to Sta. 2+728.272 0.025 •• Varies From 3.2 to 0 From Stu. P.I. 2+400.000 to Sta. 2+640+.042"PR-1" 4.0% 0 0' From Sta. 2+640+.042 to Sta. 2+728.272"PR-1" 1.400 1 K 2.0% 0785 0.83 0.785 3.600 -.--- Left Turn Lane P.G. 1500 2.400 OJ5--I K 2.0% 1 1 K 2.0% P.G. OJ5--f OJ5 1 4.0% 2.0% Q r g G ° Conc. Center Curb and Left Turn Lane Detail Exist. Ground U for East Bound Traffic (Opposite for West Bound Traffic) v CURB & CUTTER UNDERDRAIN DETAIL LEGEND STA. 2+224. 693" PR- 1 " TO STA. 2+249.936" PR- 1 " Rt. 0 NOT TO SCALE QK Full Depth QC/QA-HMA Pavement STA. 2+264.300" PR- 1 " TO STA. 2+304.000" PR- 1 " Rt. (90 kg/sqm QC/QA-HMA, 3, 76, Surface 9.5 mm, on Typical wall .4 OJT 150 kg/sqm QC/QA-HMA, 3, 76, Intermediate 19.0 mm, on yp for Fill Section With Retaining O 0.610 - - 240 kg/sqm QC/QA-HMA, 3, 70, Base 19.0 mm, on A o r g � OD25 165 kg/sqm QC/QA-HMA, 5, 76, Intermediate OG19.0 mm, on 240 kg/sqm QC/QA-HMA, 3, 70, Base 19.0 mm) 4.0% © Geotextile for Underdrain 20D00 to Line 'PR-l' w 2.0% K 1 2 0% ® HMA for Sidewalk (Multi-use Path-Bicycle/Sidewalk) 0.785 /500 2.400 0.6�? b Q ,R `- (90 kg/sqm HMA, Type A, Surface on �R 150 kg/sqm HMA, Type A, Intermediate) on OJ5 100 mm Compacted Aggregate, No. 53, Base 1 4.0% 2.0% Q 2.0% Cj OJ5 ---OJS U 150 mm Type 4 Pipe for Underdrain 3.r MQ 0 Curb & Gutter, Conc. k G 10 Curb & Gutter Combined, Conc., Modified (2% Slope Toward Pavement) ° ® Conc. Center Curb Type "C" Modified ® Sodding (Nursery) U Exist. Ground � ®9 Retaining Wall Notes: Aggregate for Underdrain 2+ 122.95 „ „ ® STA. PR- 1 TO STA. 2+201 .457 PR- 1 „ Rt. CURB & CUTTER COMBINED 1 . All Dimension are in Meters, Unless Otherwise Noted CONC., MODIFIED UNDERDRAIN DETAIL 2. For Location of Turn Lanes See Plan & Profile Sheets. Typical for Fill Section With Retaining wall Pavement for Right Turn Lanes Shall be HMA for NOT TO SCALE Approaches As Shown on Plan & Profile Sheets. HORIZONTAL SCALE �Q,f�'��, RECOMMENDED INDIANA NONE NO"� FOR APPROVAL 11 -11 -04 DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESCRIPTION 20913 = ESIGN E NEER DATE NONE 9785910 s,o•`ti STATE OF ' DESIGNED: GF DRAWN: MP SURVEY BOOK SHEETS ��o�.••••%� .. , .-' TYPICAL CROSS SECTION LPA JOB 3 of 178 CHECKED MR CHECKED MR 116th STREET CONTRACT PROJECT R-27495 STP-B886 007 JD CZ. 3A CZ. Survey Line, Line "S-1 -A", c� Varies 0.3 0.785 Varles from 6A82 Mln.to IOA36 Max. Sec. Line, & Constr. t Varles from 6.640 Mln.to 10.964 Max. 0.785 0.3 02% 0 to 09 3.6* 3.6 6.6 ** 3.6 35,k*,k 0 to 1.6 3' 2.0% °x 1 41ox Exist. Ground 2.0% K or@ P.G. P.G 2.0% 1 M M°X• K or0 2 3• Exist. Ground 1 3•� 3 M 1 4x. 01 1 * Varies From 3.6 m to 0 m Limits of Subgrade Treatment Type IA From Sta. 5+160.726 to Sta. 5+191 .164 �k �k Varies From 6.6 m to 0 m From Sta. 5+052.712 to Sta. 5+205.330 COL L EGE A VE. * * * Varies From 3.6 m to 3.3 m From Sta. 5+172.757 to Sta. 5+205.330 STA. 5+006. 176" S- 1 -A" TO STA. 5+ 175.945" S- 1 -A" "PR-S2" Survey Line & Line Survey, Line, Varles From 72l Line S-2-A" Line -2-A", l m to 7247 m & Constr. t 3A CZ. 1'57 3A CZ. 3A C.Z. 3A CZ. 03 0785 3.3 3.3 3.3 0.785,03 0.3 0.785 3.6 3.6 3.6 0.785 0.3 Exist. Groun 1 i �--2'0�° 2.0% - 3••1 M Exist. Ground M E-2.0% 2.0% °X• l Exist. Groun :� M°X ,2.0% E P.G. E 2-r 1�- 3.� vk 2.0% E P.G. 3.1 1 3 M°k• xist. Ground E 2.0% 2 1 1 1 1 Limits of Subgrade Treatment Type IA Limits of Subgrade Treatment Type IA GUILFORD RD, GUILFORD RD, STA. 5+945" S-2-A" TO STA. 5+986. 613" S-2-A" STA. 6+007.000" PR-S2" T " 0 STA. 6+067.974 PR-S2 LEGEND 3A C.Z. 72 3.0 C.Z. OK Full Depth QC/QA-HMA Pavement M",� Line "S-4-A 7, (90 kg/sqm QC/QA-HMA, 3, 76, Surface 9.5 mm, on ,qS h Survey Line & Constr. C 150 kg/sqm QC/QA-HMA, 3, 76, Intermediate 19.0 mm, on CC 70 Base 19.0 mm Varles 0.3 0.785 3.6 3.6 mm 0785 .3 Varies 240 kg/sqm QC/QA-HMA, 3, on g 0 to 32 0 to 35 165 kg/sqm QC/QA-HMA, 5, 76, Intermediate OG19.0 mm, on 2.0% �2. 240 kg/sqm QC/QA-HMA, 3, 70, Base 19.0 mm) b Exist. Ground 1 a O Type B, Approaches � 1 M°X . ._0% E or Q o 2.0% 3 ' Exist. Ground E HMA, �i • Q 3� tijQ (90 kg/sqm HMA, Type B, Surface on fi w k. 150 kg/sqm HMA, Type B, Intermediate on 240 k 9/ q m HMA, Type B, Base on YP 165 kg/sqm QC/QA-HMA, 5, 76, Intermediate OG19.0 mm, on Limits of Subgrade Treatment Type IA '4. 240 kg/sqm HMA, Type B, Base) q V HMA, Type B, Approaches RALSTON AVE, (90 kg/sqm HMA, Type B, Surface on 150 kg/sqm HMA, Type B, Intermediate on STA. 8+007.000" S-4-N' TO STA. 8+073.233" S-4-A" 660 kg/sqm HMA, Type B, Base) ® HMA for Sidewalk (Multi-use Path-Bicycle/Sidewalk) � Varies From 3.6 m to 3.118 m (90 kg/sqm HMA, Type A, Surface on From Sta. 8+043.233 to Sta. 8+073.233 150 kg/sqm HMA, Type A, Intermediate) on Varies From 3.6 m to 3 m 100 mm Compacted Aggregate, No. 53, Base From Sta. 8+043.233 to Sta. 8+073.233 1� Curb & Gutter, Conc. Roll Curb ® Sodding (Nursery) Note: From Sta. 8+054.622 to Sta. 8+073.233 All Dimension are in Meters Unless Otherwise Noted `N11\1111111 RIIIIf/!//j// HORIZONTAL SCALE A' F�P9��y'��,, RECOMMENDED INDIANA NONE ��c�:• `� '•�y�oS FOR APPROVAL 11 -11 -04 DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESCRIPTION 20913 `_ = ESIGN E NEER DATE NONE 9785910 ,o`S STATE OF ' DESIGNED: GE DRAWN: SURVEY BOOK SHEETS F••�o! �\ MP TYPICAL CROSS SECTION LPA JOB 4 of 178 SVONAL CHECKED:- MR CHECKED MR 116tH STREET CONTRACT PROJECT R-27495 STP-8886 007 Varles OA 0.6 2.4 0.6 0 to 5.3 12 12 .6 3.6 0.6 1.8 1.8 ®or 1 Line "N-FA MP" p or 9�1 ,°��.c Pro We G ode ° o or Reset Existing Woodrall LL e "MONON` 13�1 Reset Existing Woodrall Fence � � 9 Q Fence (End 0 5+025.000) Prof Ye Grade (Begin m 4+955.000) ° g 2.0% x• 2.0'. 2.0% J Varies OA 0.6 3.6 0.6 6 I 3.Ma o ax to /B /B /B I I I I Exist. Ground I_J II I� Line "MONO P Exist. Ground / r file Grade 2.0% Q 6 MONON TRAIL g 1 N 3:1 Max. S STA. 4+955. 000 "MONON" TO STA. 4+999. 000 "MONON" STA. 5+255. 000 "MONON" TO STA. 5+320. 000 "MONON" MONON TRAIL STA. 4+999. 000 "MONON" TO STA. 5+093. 780 "MONON" (STR. No. 1) * Precast Concrete Retaining Wall Begins 0 Sta. 5+010.000 0.6 2.4 0.6 Varies 4.0 0.6 2.4 0.6 12 /2 to OD 12 !2 Line "S-RAMP" Q, p or 91 Lie "S RAMP" or(@ @or Pro file 6 rode ° 1 c Profile Grade 9 Q Q 9 �-V�aX Varies OD 0.6 3.6 0.6 1 Max• Varles 0.8 0.6 3.6 0.6 3.1 Max' to l.9 /B /B 6 3=1 Maxi ax. 3' to Orb , 1 �a 1.8 /B Line "MONO " Line "MO N" 1 Pr i!e Grade E Pro iie Grade 2.OX Q 2.0% Q c N 3 3:1 Max. :1 Max. x MONON TRAIL MONON TRAIL STA. 5+ 128.285 "MONON" (Str. No. 1) TO STA. 5+230. 000 "MONON" STA. 5+230. 000 "MONON" TO STA. 5+255. 000 "MONON" ■ Varies From 2.07. ® Sta. 5+220.000 to 0.07. 0 Sta. 5+230.000 ■■ Varies From O.0% 0 Sta. 5+230.000 To 2.07. 0 Sta. 5+240.000 ** Precast Concrete Retaining Wall Ends 0 Sta. 5+230.000 LEGEND ® HMA for Sidewalk (Multl-use Path-Bicycle/Sidewalk) o (90 kg/sgm HMA. Type A, Surface on o 150 kg/sgm HMA, Type A, Intermediate) on 100 mm Compacted Aggregate, No. 53, Base 11% •� Sodding (Nursery) ® Ornamental Tube Rolling b o Sta. 5+080.000 to Sta. 5+093.867 "MONON, Lt. a Sta. 5+080.000 to Sta. 5+094.000 "MONON, Rt. Sta. 5+128.206 to Sta. 5+140.000 "MONON', Lt. Sta. 5+128.073 to Sta. 5+140.000 "MONON". Rt. Plpe Handrall ® Sta. 4+999.150 to Sta. 5+080.000 "MONON', Lt. & Rt. Sta. 5+140.000 to Sta. 5+254.850 "MONON, Lt. & Rt. ® Wood Roil Fencing Sta. 5+025.000 to Sta. 5+090.000 "N-RAMP'; Rt. Note: All Dimension are In Meters, unless otherwise noted. �9 Retaining Wall All Dimensions to Retaining Walls are to face of Precast Concrete Wall without face brick. `"`�.au,�,,.,,, HORIZONTAL SCALE °a�\F-< A' FiP9''''�,b� RECOMMENDED INDIANA NONE 4 �� ''-;y�o FOR APPROVAL 11 -11 -04 VERTICAL SCALE DESCRIPTION DEPARTMENT OF TRANSPORTATION ESIGN E NEER DATE NONE 9785910 .o•`t STATE OF = DESIGNED GF DRAWN MP SURVEY BOOK SHEETS � ..f � TYPICAL CROSS SECTION LPA JOB 5 of 178 ° MONON TRAIL CONTRACT PROJECT y'%.,s ONAI � ��``� CHECKED: MR CHECKED MR R-27495 STP-8886 007 Q SEC. 35, T1 8N, R3E C) ( I Q CLAY TOWNSHIP Q Q SEC. 36, T1 8N, R3E I I O CLAY TOWNSHIP () Q I (� HAMILTON COUNTY �-- ('V (Y� HAMILTON COUNTY d- I LO Q h I I I I LU I I I I f j c, II I I { I I II I I J I I 1 f I I I .- ' c BEGIN PROJECT STP B886(0 7) " ( � � o P.I. 1+07.098"PR-1 ( P.Q.T. STA. 0+960. 130"P R-1 " - I P.T. 1 226.583 PR_1„ 0 = P.D.T. 1+226.583 A 3.2 m L t.P.O.T. STA. 0+960.298"A”, 3.70P m Lt. Q � ,P.O.T. 1+179.831"PR_1 I I I I I I fI I ------- Temp. { I - P.O.T. 4+995.974"S-1-A " I 11 I I I p R/W { I I , a ; I 7 I I --- --------- -----) I � O I 12 I 15 R W 5 Temp. R/W o I O I 16 { 19 I in 22 Temp. R/W / o .� / I R W . / ... ...... .... L..... ... ... R/W I I I / ..,, _ Line " PR-1" Z%J:T%55 aJ & A Line "N' _ppTSec Ines . _ Z T- P.O.T. 0+879.86211A „17 Temp. R/W --- --_-- -- ---- I 7iTemp. P.O.T. 1+179. „862 A Temp. R W I I R/W I = P.I. 5+000"S-1-A „ Lot l0 Lot�� I Lat 12 I Lot l3 I Lot 14 I Lot 15 { ( cot l7 T�m R W I I ( I niw Car. Sec.l Tem R ��s p / I I I I I p „ I„ Temp. Raw I I I I I 20 �\ 21 X12 I I 56 I 55 I 1 f I I ---- .I. 1+200 I I I I ( f 18 Lot 55 Lot l O o o = E Cor. Se 35 0 "� \ I I Lot 12 I Lot l3 I Lot 14 I I I 57 H a nh l l to n Wb o d s S e b. One I { I Lot 18 I I f o I 'VV -Qd P air \ L_---- -----L—_--_-1---- I 4 I Lot s -1------1----J----- ------ ---- ------1---- o �Sec- r---- I I Temp. R W INDEX OWNER I I I O Darrel & Ella Mae Diediker f LTD t i A t C l h T 18 I 2 Technology Center Associates, / I ` U � I � I I I cn I O3 Clay Township Regional Waste District Temp. R/ 4 Frederick J. Da o a ----- o y 19 Schneider Management Corporation W00 DVI E < , I I NORTH D R. O Indiana Municipal Power Agency 20 Alfred & Margaret T. Montagna --------J---------- ----- 6 Carolyn M. Whitaker 21 Ma aret C. Bitting, Trustee Q I 59 O O g g� Lot 7 7 Technology Center Associates, LTD 22 Donald M. & Waneto Dunkerl ► o O y I O8 REM Indiana Inc. 23 Donal R. & Mary Lou Keever { I I Tem . R/W o Burney S & Kathrine M. Jackson, Trustees 55 Billie F. & Maudine Clark 5}160"S 1-A " a I — P.O.T. _ 10 Kathy S. Plank 56 Clinton L & Elizabeth Brown � I APPLEWOO CIR. I 60 O1 Norman John, Jr. & Virginia L. Kerr 57 Danny G. & Mary M. Graves . -----� 12 Max Moore 58 o Betty J. Steiner Gary Lee & Judith Ann Scott O I Q I O ry 59 Roger Keith & Wendy Jo Smith I O I { I I L'j I 14 Robert M. & Margaret F. Detloff 60 Thom 0 9 O as L. Caldwell f 61 I I 0 15 Sally& S P l d D h Ricarougas & Vicki L. Hiner 61 Paul I o o y V cocke y SEC. 2, T1 7N, R3E I ( —� I 16 Sheldon R. & Betty M. Johnson 62 Phyllis J. Elliott 0 SEC. 1 , T1 7N, R3E o CLAY TOWNSHIP � I U � CLAY TOWNSHIP 17 Shirley Pittman 63 David T. & Gertrude C. Brennan Trustees HAMILTON COUNTY HAMILTON COUNTY 18 John B. Caldwell .01'��(��. A. F�'''.,,, RECOMMENDED INDIANA HORIZONTAL SCALE BRIDGE FILE 9'y FOR APPROVAL — — 1 :1000 ` DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION NO. DESIGN GINEER DATE 3 2W13 9785910 -o•': STATE OF DESIGNED: GE DRAWN: MP SURVEY BOOK SHEETS s �'�a '',�O't �!Y '•-''���r.` PLAT 1 LPA JOB 6 of 178 NA1- .��°�� CHECKED: LH CHECKED: GF 116TH STREET CONTRACT PROJECT R-27495 STP-8886 007 0 0 � t o o I o o ,v o C:) � p I o I 0 SEC. 36, T1 8N, R3E 0 �� /� � � CLAY TOWNSHIP I / I o / p ! + -+. ,,,�,_ I HAMILTON COUNTY � ; /.� r / (V / I LL I r P.Q.T. 5+840"S-2-A " r ! + + ; + + I o ! I I / rY I 11 1 I 1 R/W � ! I / ! I I I I I r/ I ! Q ! ! I Iw I -F I P.O.T. 1+583.856"PR-1" 1 1U P.I. 5+054.634"MONON" I i ! = P.O.T. 5+996. 772"S-2-A " { II_- ' / / I I I Temp. w { I R/W I / 24 I I� / ! 0 / Perpetual 0 I Te m p. R/W I I p / I I 33 I I 6 I i I 26 I Easement 22 29 O Temp. I I R/W { I 28 P.I. 2+00.460 PR-1„ I R W Temp. I I i O R/W / p I I em p. R W " ! I Temp. R/W i R/W ! P / �' ! R/W { / Lu R W C_ R/W ! Q4 { I " PR 1" I --__.— ._L-- �. --+.,.` � ; p _ Line A & App. Sec. Line J 11 6th STREET EET P.I. 2+009.460%�A „ -1--- — Z1, — No Curve Run 4--&es: Oe�- R/ � I L= R/W I IW IQ 25 � ( 25 _._..�... I R/W I LL — -- Temp. R/W 0 Temp. R/W I-_-� I `\ 27 I 1 Temp. R W 0 23 Temp. R W O P / I� P / I Lot I 32 ! 35 (Cypress Estates) Temp. — �-- Wood Park' Q _ - -�.' \ I I P• I R/W ! Perpetual Sec. One „ B,, N I I I I \ ; \ p R/W I ' I Easement 1 \ \ II--- ! I I ! Perpetual Easement I � I I I P.O.T. 1+583.829"A " 1 o I = P.I. 5+999.972"S-2-A " Bk. INDEX OWNER I w I I I = P.O.T. 5+999.972"PR-S2" Ah. W 1 ! W I' 1 22 Donald M. & Waneta Dunkerly --,---� I I ` J I LL- Donal R. & Mary Lou Keever I I z 1 UI I I ►, „ I o P.O.T. 1 576.622 A 24 P.S.I. Ener Inc. 1 z I I w I = P.I. 6+007.178"S-2-A " Energy, I ---- 1 if --1 I 25 Dura Development Co., Inc. I � I (GUILFORD PARK SUBDIVISION) Q I 1 26 Margaret Chen 1 I .� I U I 0 g 1 Joyce M. Ott /,-Perpetual y N 27 Robert A., Jr. & Jo I 0 y I I Ease ent % I 28 Engledow Properties, LLC I I I I o 29 City of Carmel Parks Department I I I 1 I 30 James Burch I ! I I I I 1 31 erpetual Kiros & Shahla Ghermai I 0 I � I P ) I 1 I I Easee Brookview Properties LLC —mn —� I i I 33 Apostolic Faith Church, Inc. I J I I Estat e of Lillian G. West I I Q 1 I I I ! 35 Galil Hanna 36 Jill Eastes Rinaldo ' I Z I O , 37 Roland W. & Ruth Anne Slagle z I I I I 38 Kerrie Best I SEC. 1 , T1 7N, R3E I I CLAY TOWNSHIP I I HAMILTON COUNTY ! I g. � � A. � RECOMMENDED INDIANA HORIZONTAL SCALE BRIDGE FILE �QO., ,1' 1"r .;9y�, .z FOR APPROVAL — — 1 :1000 a X13 '° DESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION 9785910 a -oho sr ATE oF ,: DESIGNED: GF DRAWN: MP SURVEY BOOK SHEETS • �•'' PLAT 1 LPA JOB 7 lof 1 178 CONTRACT g'�•p�ON� p�. ` ` CHECKED: LH CHECKED: GF 116TH STREET PROJECT R-27495 STP—B886 007 -------------- C) o C) o _ 0 C) 0 SEC. 36, T1 8N, R3E C I -M "-- --- LO (0 CLAY TOWNSHIP + -�- + + HAMILTON COUNTY N N N + N I I { I I I � I END PROJE&,, STP-6886 007 STA. 2+728.2 2 P R-1 I Temp. / I � n.- 38 R W 42 Temp. R/W m I 0 � p / I � { { ry I 46 I I I { { R/W I 43 {------- — ----� � �\ I I { / Lod/ 40 O 1 Q I— ---- { I 1 54 { W Temp. R . R I 48 I I { / I p R/W I I { Elf in PR-1 1 16th w 0 HREET z Line 9 R/W I I -------._.. w a, ) � I Temp. R/ I R/W R/W Q Lu I Temp. R/W I I I R/W 41 O Te m R W I I 50 I I I / O p I 39 P.O.T. 2+257.24 "A " I PR-1 I = P.D.T. 8+000.00 "S-4-A " I I = P.D.T. 2+640.000"A " I I I � � Q Q I Temp. R/W I I I I I 0 I— I cn I I I I _' J Q elf I I I I I I INDEX OWNER I I ' Q 38 Kerrie Best � 1 I I I 39 Michael hael B. King I I I I I Rosemeade Commons Development I I I I I 40 Corporation (Common Area Block D e I I I 41 Carmel Clay—Park & Recreation Board Sharry D. Huston •° I I I 43 Ric Nord N. Shaw oo � fi v I I 44 Carmel Clay—Park & Recreation Board Fairgreen Trace (Block B Common Area Not Applicable Carmel Clay—Park & Recreation Board � Z C------ / I 48 Fairgreen Trace (Block "A" Common Area Trinity Homes, LLC Carmel Clay—Park & Recreation Board 51 Roger E. & Anita L. Nix 52 Trinity Homes, LLC SEC. 1 , T1 7N, R3E 53 Corner Associates CLAY TOWNSHIP 54 Centre Associates HAMILTON COUNTY ``"\qIN 1111111 q I Jl/yly a`"01%, ��1 A. F ''�y,, RECOMMENDED HORIZONTAL SCALE BRIDGE FILE INDIANA FOR APPROVAL CO 11 -11 -04 1:1000 No. = YDESIGN &GINEER DATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION 20913 = 9785910 STATE OF•.:�' DESIGNED: GF DRAWN: MP SURVEY BOOK SHEETS ','o.F°•f!4'11.!�► �` � PLAT 1 LPA JOB CHECKED: LH CHECKED: 116TH STREET CONTRACT 8 PROJECT 178 naanminlar GF R-27495 STP-8886 007 BEGIN PROJECT STP-B886 007 END PROJECT STP-B886 007 STA. 0+960. 130"P R-1 " � STA. 2+728.272 P R-1 it 27 26 25 30 29 LEGEND ¢o WINON D � Q � ® WORK AREA (PAVEMENT SECTION CONSISTS OF Cq INTERMEDIATE AND BASE LAYERS ONLY) vo �'MF� GRADLE PANE N DR STD. BARRICADE, TYPE III-B (REFLECTORIZED BOTH SIDES) Z © DR �TYPICAL SIGN STANDARD WITH SIGN AS INDICATED p SHOSHO DR 3 35 © CONSTRUCTION SIGN TYPE "A" OR "B" AS INDICATED 36 3 i 32 -� 91 -r" TRAFFIC SIGN AS INDICATED J m 0 • DRUM WITH TYPE "C" STEADY © RIVE BURNING LIGHT � LOW INTENSITY CONSTRUCTION WARNING LIGHT, TYPE "A" w w © B w m FLASHING ARROW SIGN N � 90 C o © R j 0 -� DIRECTION OF TRAFFIC w z GRESS�014 9 �' w C TEMPORARY MESSAGE MARKING, LANE INDICATION ARROW CO O X 0 0 U �- -- - REMOVE EXISTING PAVEMENT MARKINGS N _>j ( 89 of A0 88 ® Q M 116TH ST. 101 TEMPORARY PAVEMENT MARKING, REMOVABLE, WHITE, 100 mm g 0 gg -- © TEMPORARY PAVEMENT MARKING, REMOVABLE, YELLOW, 100 mm z i ¢ ° _� $' O o ui 0 3 TEMPORARY PAVEMENT MARKING, WHITE, 100 mm 3 °- z W ~ w z 2 0 1 z w Y 4 TEMPORARY PAVEMENT MARKING, YELLOW, 100 mm M a o 91 Z f 0 0 z 6 5 O 0 \NE q w 5 TEMPORARY MARKING, STOP LINE, 600 mm 99 P\PEA z 111TH STREET af DETOUR ROUTE DETAIL DETOUR XM4 - 8 DETOUR XM4 - 8 DETOUR XM4 - 8 END XM4 - 6S 116TH ST MI - 6 MI - 6 MI - 6 DETOUR XM4 - 8 OR M5-1 OR M6 - IS M6 - 3S 116TH STO MI - 6 e ADVANCE TURN DIRECTIONAL CONFIRMING END DETOUR ROUTE DETOUR ROUTE DETOUR ROUTE DETOUR ROUTE MARKER ASSEMBLY MARKER ASSEMBLY MARKER ASSEMBLY MARKER ASSEMBLY .01 A 4 � O O ROAD ROAD CLOSED ROAD DETOUR TO R11 - 4 LEFT LANE 30 N C° CLOSED THRU TRAFFIC MPH C c CLOSED LANE ENDS AHEAD ROAD X W 13 - 1 98 AHEAD MERGE � OSED AHEAD AHEAD DETOUR X M 4 - 10 RIGHT ( END RII - 2 XW20 - 38 XW20 - 2 R ) or ( L )88 89 90 CONSTRUCTION 0 � � XW20 - 191 XW20 - 9 XW9 - 2 ( R ) 94 XW4 - 9fi O 5 ( L ) © 2 ( L ) XW20 - 5 ( R ) 93 XW9 - 2 ( L ) 95 XW4 - 2 ( R ) XG20 - 299 �'''% RECOMMENDED HORIZONTAL SCALE BRIDGE FILE • uaunu murrrn Ma ntenance of Traffic Speed Limit: 1 :500 11 6th Street, . Coll ege A ve. & Gu i l ford Rd. 30 Ilph °��0� ;��9y�;' FOR APPROVAL Ca _ _ INDIANA Ralston Ave. 20 rrph - �. ° DESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION 2W13 NONE 9785910 A: STATE : � DESIGNED: GAF DRAWN: MP MAINTENANCE OF TRAFFIC PLAN SURVEY BOOK SHEETS 116th STREET LPA JOB 9 lof 1 178 "irrrrrrON`AL„a CHECKED: I H CHECKED: GAF DETOUR ROUTE DETAIL CONTRACT PROJECT R-27495 STP-B886 007 C) 0 0 0 C) 0 50m 30m LLJ O 99 1 W �—� w 9m V) 1 16th STREET Line ff PR- 1ff T P') Line • • • w „ A„ & A PP Sec. Line J 15m 4 v 91 9� 94 96 (Typ-) Q 100m ± /00m± /00m ± /00m± 90m 90m BEGIN PROJECT STP-B886 007 STA. 0+960. 130 "PR-1 " 0 0 0 0 0 0 "r- N CY) + + i i Ld i Q W O m Q x ye W f Zt 1-4 W w Li,ne A & App. Sec. Z w wQ _. a) IC VQ w `CCL�. n W I • FOR MORE INFORMATION SEE COLLEGE A VE. M. 0. T. DE TA IL NOTE: See Sheet No. 9 for MOT Legend INDIANA HORIZONTAL SCALE BRIDGE FILE xx�� A. F� %,, RECOMMENDED 0 9y �s FOR APPROVAL 11 -11 -04 :500 DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION DESIGN GINEER DATE X13 NONE 9785910 STATE of jam; DESIGNED: GAF DRAWN: MP MAINTENANCE OF TRAFFIC PLAN SURVEY BOOK SHEETS - g '' `��'�`''� I I6th STREET LPA JOB 10 of 178 - CHECKED: I H CONTRACT PROJECT ",,,,,JJJIIIIJIII\„”„` CHECKED: PHASE I R-27495 STP-8886 007 C) 0 o 0 0 0 0 0 Ln o T T T 1' A 3 w o m w 00 w a.. w (LOCAL Lu Lu TRAFFIC ONLY) Line A & App. Sec. Line -� w L, Of Cn o A w W � W Extsting Pavement 3.6m 3.6m 3.3m 3.3m � STEP 1 I t STEP 2 FOR MORE I NFORMA T I ON SECTION A—A SEE GUILFORD RD. M. O. T. DE TA I L (NTS) 0 0 0 0 0 0 0 o oa o w o � Q - - - - - - - - - - - - - - w Q) z s w 1 ' ' -� Line „A _ 8c App. Sec. Line rx �" 90 W V •�" �' 0 LAI 0 co 0 V + + I of '3ts � L7 0 a_ � h , V w 3m 3.6 m 3Bm 3.6 m 3.6m 3.6m � .6 ~ LL- Z O O i SECTION B—B NOTE: (NTS) See Sheet No. 9 for MOT Legend �Ev A' "/r;�9�� RECOMMENDED INDIANA HORIZONTAL SCALE BRIDGE FILE • 1 :500 ����,,�� •.,y FOR APPROVAL CC — — NO. ° = DESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION 20913 _ NONE 9785910 g-o•: STATE of �� DESIGNED: GAF DRAWN: MP MAINTENANCE OF TRAFFIC PLAN SURVEY BOOK SHEETS '�°`'•••'� �•�� '•• ��`''' 116th STREET LPA JOB 11 of 178 CHECKED: I H CHECKED: CONTRACT PROJECT PHASE I - (STEP 1 & 2) R-27495 STP-8886 007 C) 0 c� o 0 0 0 o 0 0 N C'7 o d- z LO N - N LLJ N cr_ N LE ) o z V) 3 LLJ Line " PR- 1 '' —' W -- - Line A _& App. Sec. Line 116th STREET W Z J " ZZ J V V I ' w W V w^l Y- W - w w< w Q W^^`` 0 0 0 0 0 0 c0 00 N N N iy- h LLl W Z Line PR—_1 _ 1 16th STREET 89 w b Line „A» & App. Sec. . Line z Q � J rz � h � U END PROJECT STP-6886 007 STA. 2+728.272"PR-1 " NOTE: See Sheet No. 9 for MOT Legend INDIANA HORIZONTAL SCALE BRIDGE FILE ` tNU11 llfll/ll//yJ ����� A. F�9% RECOMMENDED _ _ 1 :500 ``�. y •,. •. FOR APPROVAL N0, ° ' DESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION ilo- 20913 = NONE 9785910 = STATE OF f�i DESIGNED: GAF DRAWN: MP MAINTENANCE OF TRAFFIC PLAN SURVEY BooK SHEETS % .. I 116th STREET��.,,.� LPA JOB 12 of 178 CONTRACT PROJECT CHECKED: I H CHECKED: PHASE I h/J!lryIIIIIUIflNttt" R-27495 STP-8886 007 O O O O O O O O O O r N L0 LJO Iz 0 Iz 0 z w 0 0 0 91 CO LLEG E AVE. Line " S- 1 —A & App. Sec. Line ' COLLEGE AVE. U � 99 C1 � Q> U ll 0 FQ O � - w a_ Q O O 0 O a� o L0 c� 91 89 V 99 No r�N Line " PR-2A" Line, S-2-4 GUILFORD ROAD STEP 1 JA STEP 2 NOTE: See Sheet No. 9 for MOT Legend HORIZONTAL SCALE BRIDGE FILE L A. f'�9''%,� RECOMMENDED INDIANA 1 :500 FOR APPROVAL , — NO. ° YDESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION 2W13 = NONE 9785910 -o� STATE OF '•� DESIGNED• GAF DRAWN• MP MAINTENANCE OF TRAFFIC PLAN SURVEY BOOK SHEETS ,�o,��;�.l. I��P••'��'�.,,,.� LPA JOB 13 of 178 s N� COLLEGE AVE. & GUILFORD RD. S/p E ,��`` CONTRACT PROJECT a„/uHHHH�nlal�\\\ CHECKED: I H CHECKED: PHASE I - STEP 1 & 2 ) R-27495 STP-8886 007 C) O 0 0 C) C) ,- 50m 30m O J ELI 99 Qp 1 W 9m F- V) 1 16th STREET Line " PR- 1 w 1 � • • • • • • • Line "A" & App. Sec. Line J /5m v 98 I, 91 9� 94 96 (TyP•) loom± loom± loom ± loom± 90m g0m BEGIN PROJECT STP-B886 007 STA. 0+960.130 "P R-1 if 0 0 0 0 0 0 T N M + , + + �� i T i i Ld Q W 0 W J O U W W O N oor W Q p I Z V � q � iz:� FOR MORE INFORMATION • SEE COLLEGE A VE. M. 0. T. DETAIL NOTE: —� See Sheet No. 9 for MOT Legend A. F,p RECOMMENDED INDIANA HORIZONTAL SCALE BRIDGE FILE "''',' sue` q '-,; � 1 :500 ;;`v�O., Gt •.,'y�, FOR APPROVAL — — Yrl ,O. •° YDESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION 20913 NONE 9785910 z SUT of DESIGNED: GAF DRAWN: MP MAINTENANCE OF TRAFFIC PLAN SURVEY BOOK SHEETS ••J, ,� •f'�� �` 116th STREET LPA JOB 14 lof 1 178 AL CONTRACT PROJECT ,,,"101IIIIIII1 I�\\\\� CHECKED: I H CHECKED: PHASE II R-27495 STP—B886 007 C) Q Q Q 0 Q Q Q qqd- LO N o c0 �. + + cn + + T T 0 Z— T— _J .0 J � C Imo. W z 98 ° w OOF LOCAL W An --� TRAFFIC ONLY) W � cl, ZZZZZZ.4z z 01 oo, fill ' J oo Z w I` C N I 3.6m 3.6m 3.6m 3.6m a� c FOR A4E J SECTION C-C _J SEE GULL FORDORDA T M.O. T. DE TAIL (NTS) CD Q Q J Q Q Q o W Q a co + + Iz + z + O D w uj o i Q ol W •F— 1 116th STREET 90 w ui R I z Line PR- 1 w o e z Line "A' & App. Sec. Line zoJ Z 0 0 g� rn 0 V p + + Imo. 54 3.6m 3.6m 3.6m 3.6m rR D 0 lz� � rz n z w O w z O SECTION D-D (NTS) NOTE: See Sheet No. 9 for MOT Legend , RECOMMENDED INDIANA HORIZONTAL SCALE BRIDGE FILE °� $0%T%F,p9y FOR APPROVAL 11 -11-04 1 :500 ��� ~:moo , DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION N0, YDESIGN GINEER DATE NONE 9785910 20913 .o STATE OF �� DESIGNED: GAF DRAWN: MP MAINTENANCE OF TRAFFIC PLAN SURVEY BOOK SHEETS 116th STREET LPA JOB 15 of 178 ''°'''%�s�'ONAL E��,•`a•yynnumma "" CHECKED: I H CHECKED: GAE PHASE II CONTRACT PROJECT R-27495 STP-B886 007 C) 0 0 o W o 0 o W o o N M d Lo. :2 c + + LLJ o + 0:f + N N o N Q N ly- w s o AN o � m w w Line „ A' & App. Sec.. Line --� o Z J , --------------- +J 0 0 20 0 v MPH 0 0 X W 13 - I CONSTRUCT TEMPORARY ACCESS ROAD PRIOR TO CLOSING RALSTON AVENUE ON PHASE II. PHASE II (SEE NEXT SHEET FOR TEMP. ACCESS DETAIL ) STEP Iv CONSTRUCT TEMPORARY ACCESS ROAD STEP II , RECONSTRUCT RA L S TON AVENUE i STEP III , REMOVE TEMPORARY ACCESS ROA D CONSTRUCT BRIDGE OVER CARMEL CREEK . ~ 0 AND CONSTRUCT WEST BOUND LANES ON 116TH S TREE T o C J Lod Z 20 O 11 MPH J Q XWI3 - 1 0 0 0 0 0 0 00 In N N N ye j 44 N Of W g� `'' •� Line " PR- 1 " w R -'- ' Line " A' & App. Sec. Line z z Q END PROJECT STP-6886 007 STA. 2+728.272"PR-1 " NOTE: See Sheet No. 9 for MOT Legend INDIANA HORIZONTAL SCALE BRIDGE FILE ', RECOMMENDED • 1 :500 ' FOR 11- NO. •° DESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION 20913 NONE 9785910 STATE OF /4ft� DESIGNED: GAF DRAWN: MP MAINTENANCE OF TRAFFIC PLAN SURVEY BOOK SHEETS ;,�'o•' •.!• .•-'•�' .,,,' 116th STREET LPA JOB 16 lof 1 178 "'''•�SS/pN� CONTRACT PROJECT •,„///////f„„ll����\\\ CHECKED: I H CHECKED: PHASE II CONTRAS STP-8886 T ,� ,, p BEGIN CONSTRUCTION Carmel I — 0 CURVE DATA - P.O.T. 5+000.000 DET STA. 5+003.725 DET Clay Park & � P.I. 5+076.362"DET" = P.O.T. 2+322.861"A " O +326.182"PR-1" Recreation Board 0 d = 90°46'33.821" (RT) A Exist. R W 14. 10 m » „ » " 7"' T = 50.682m App. / �__, / 1 +329 PR-1 +329 PR-1 18m 26m + L = 79.217m w , R = 50.000m +3 6.17T PR-1 U E = 21.194m 29.602 m +329"PR-1" e = NC ROSEMEADE DR. m P.C. 5+025.680"DET" ---------------- ------ . 59 P.I. 5+076.362"DET„ LINE"DET" App. Exist. R/W o „ ------------ -- ---------------------------------it'll/ S 0 09 46 +319.582"PR-1" . .93 m ------------------ �� +319.57/'P 1 +312.5"PR-i" +308"PR-1" 29.513 m o�str 69. m SEC. 36, T1 8N, R3E 18 m Remov 1 �;�; CLAY TOWNSHIP 708"PR-1" » o tS HAMILTON COUNTY 19 m ' 0� \ +308"PR-1" 000 50 m EOO Qm 1 t 0 i App, R mov, 000 E C �----- -------------------------------------------------- o ° c c i Temp. R/W for Temp.R/W for Temp. � O E O c.°� �' Ret. Wall Constr. Access Rd. & Dr. Constr. ! E Q.E •Et (Working Room Only) a� .X a, +067.525'S-4-A" • s emp.R/W for Temp. cr- w 31 .574 m *ccess Rd. & Dr. Constr. �� b LEGEND w Q +068-5" - - " » » • .- I 31 .5 m ' 2 m HMA for Temporary Pavement ------------------ Q i ii (90 kg/sqm HMA, Type A, Surface on - ; El 150 kg/sqm HMA, Type A, Intermediate on A Michael B. King 30.429m \ i _i I 240 kg/s m HMA, Type A, Base) on pp , +067.522"S-4-A i „ 150 mm Compacted Aggregate, No. 53, Base 3 23.469 rn ' P.T. 5+104.897 DET ----------------------------------------------- Do Not Disturb © Temporary Pavement Marking, White, 1 00m i +060.817"S-4-A" ' ! ; � 16.802 m + 78.844"S-4-A" Temporary Pavement Marking, Yellow, 1 00m ! .N ; 1 .576 m._ SEC. 1 , T1 7N, R3E X , +068.5" -4—A" I 268"PR-1" 16 m +080"S-4—A" CLAY TOWNSHIP c°i.� 17 m +072.244"S-4--A" •�`', 33 33 f m HAMILTON COUNTY Line "DET" dJ t +265.5"PR-1" 15.608 m " t i » ., i 19 m +060"S-4- . +078.82Y'S-4-A:' 0.3 m 3A m 3.0 m 0.3 m .:, PL 4.868 ��'�• = �1� ! 10.724 m ALL R/W ON THIS SHEET TO BE AS SHOWN 14 ! cn App. Exist. R%W'-___``_- _�.__�_-- R W '0 I + 4.757 m '� ALL R/W DESCRIBED FROM LINE " PR- 1" , I� ° ------ � EXCEPT AS SHOWN. 2% 1 m I w Earth Wedge �_- 1 2� / Exist. Ground _ o 9 I Exist. Q » +072.197'S-4-A" _ Line S-4—A RALSTON AVE s Ground l 6.095 m TYPICAL SECTION LINE DET' °, ! � o S 0° 19 46 W No Scale v ! Q- 'n _ _ ao LL_ j m w ' Z P.O.T. END CONSTRUCTION i J c 5+120.489 D T"0 J App. Exist. R/W = 8+075.466"S-4-A " STA. 5+117.388"DET" V.P.I. 5+0115.000 V.P.I. 5+052.O co EL 252. 1 1 EL. 250:841 256 m V.G, 20m V 256 END CONSTRUCTION e STA. 5+1 7.388"DET" �^a 254 254 (MATCH XIST. EL.) a 252 —2% —_ 252 a BEGIN CONSTRUCT ON Exist. Ground Line "DE-l"! �n STA. 5+003.725 DET a w W . 252.856 1:130 250 EL .� . 250 •�S (MATCH proposed Grade � q 248 248 246 246 244 244 5+000 5+020 5+040 5+060 5+080 5+ 100 5+ 120 �a►a►n►nna�"11ri, A. F�9"''' RECOMMENDED - - INDIANA HORIZONTAL SCALE BRIDGE FILE ��.:,.� •..��, FOR APPROVAL 1 :300 Np, YDESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION 20913 = 1 :100 9785910 STATE OF DESIGNED: GE DRAWN: MP SURVEY BOOK SHEETS ,,moo, ;..1.�►I�l .f�` RALSTON TEMPORARY ACCESS DETAIL LPA JOB 17 of 178 '''in��N►�►►►E,a" CHECKED: I H CHECKED: GF LINE '►DET" CONTRACT PROJECT R-27495 STP-B886 007 C) 0 0 o 0 0 0 0 0 C) '— 0 N Lo Lo o u") z w 0 0 1 O COLLEGE AVE. ® � COLLEGE AVE. k U •� ^Q D J " 0 O a� s w _.J J n q Q O O O O 0 0 L o .4 Line S-2—A o GUILFORD RD. Line S-2—A JR 1 Q J " N J NOTE: See Sheet No. 9 for MOT Legend INDIANA HORIZONTAL SCALE BRIDGE FILE /4i A. F� ''%,,, RECOMMENDED ���0., •9'y� FOR APPROVAL - - 1:500 No. •° ' YDESIGN &GINEER DATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION 20913 NONE 9785910 STATE OF � DESIGNED: GAF DRAWN: MP MAINTENANCE OF TRAFFIC PLAN SURVEY BOOK SHEETS '�°�'�•''l-��.1�l�••`�� � LPA JOB 1s 178 COLLEGE AVE. & GUILFORD RD. of CHECKED: I H CHECKED: CONTRACT PROJECT PHASE II R-27495 STP-8886 007 C) 0 0 0 0 0 Q T O m W to w w 116th STREET Line " PR— l '� z Line "A' & App. Sec. Line -� z BEGIN PROJECT STP-B886 007 STA. 0+960.130 "PR-1 " 0 0 0 0 0 0 T N M i L-J i Q Lv (D LLJ j O W /5m i CrVD.) 9m -F--- Z Q 116th STREET lTypJ Line PR-- tow 144444 z 4p4r( T6 o a Line " A" & App Sec. Line q� v Q I , i FOR MORE I NFORMA T I ON CL SEE COLLEGE A VE. M. 0. T. DETAIL NOTE: Q See Sheet No. 9 for MOT Legend INDIANA HORIZONTAL SCALE BRIDGE FILE "1�IN111111NIIN//l/ ,.•'```� A. F RECOMMENDED 1:500 FOR APPROVAL 11 -11 -04 VERTICAL SCALE DESIGNATION DESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION NONE 9785910 20913 — MAINTENANCE OF TRAFFIC PLAN SURVEY BOOK SHEETS STATE OF ''� DESIGNED: GAF DRAWN: MP LPA JOB 19 of 178 �o�FS/ Q1 ��`�,,.,, 116th STREET y'%.,, ��NAL CHECKED: I H CHECKED. CONTRACT PROJECT nn,,,�,nNNlmllll"`•••� PHA►5'E III - STEP 1) R-27495 STP-8886 007 C) 0 � � o 0 0 o Q o 0 + + IO + + LL _c: D Lu Lu ZYZ J A w m j 9m Lu Line " PR- 1 " w Q- w Lu • • • • • I Li & App. Sec Line ---�► 89 1 16th STREET w m (TypJ Z V A Q N I cn N I I o � 3.6m 3.6m 3.6m 3.6m n cr a- C) t i:j c cr- c O L� C� FOR MORE INFORMATION SECTION A—A SEE GUILFORD RD. M. 0. T. DETAIL (NTS) C) Q 0 0 0 0 o 0 Co a) = o o T + + 0orf + + LQ Z C.) Lu -4 - 1 16th STREET Line " PR- 1 " w y N Line.#' A' & App. Sec. Line 9m w v ocl g Q /5m v (rypJ _J Q o � O 3.6m 3.6m 3.6m 3.6m 3.6m 3.6m W LLI rill LL- SECTION B—B NOTE: (N TS) See Sheet No. 9 for MOT Legend RECOMMENDED INDIANA HORIZONTAL SCALE BRIDGE FILE _ 1 :500 FOR APPROVAL - DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION NO. YDESIGN OGINEER DATE NONE 9785910 20913 �-o�• STATE OF .:� DESIGNED: GAF DRAWN: MP MAINTENANCE OF TRAFFIC PLAN SURVEY BOOK SHEETS 116th STREET LPA JOB 20 lof 1 178 ''' •,s'S'y��A Ea CHECKED: I H CHECKED: CONTRACT PROJECT y„ ►�, N��� PHASE III - STEP 1 R-27495 STP—B886(007) C) o 0 0 0 C) Q o z o N CY) � rz �' W Lo + + w o + r + N N o N 0 Lr- N rz Q W LL Z 15m (7-VD.) 3 LLJ � m Line " PR- 1 " Q) 9m ---�► 1 (/YpJ Uj w --- ---�- - ----- O Z J O V + Q Q — I I a� Q I � w Q c z n 4 _ 0 0 0 0 o CD co r- 00 N N N l5m y e (T"ypJ � N C) w Line PR- 1 1 16th STREET w J �u CD w Q • ry rR °° � h � v END PROJECT STP-B886 007 STA. 2+728.272"P R-1 " NOTE: See Sheet No. 9 for MOT Legend INDIANA HORIZONTAL SCALE BRIDGE FILE a\\\\\UWI111 II I ggJIIJjJ,,' �Fv A. F� RECOMMENDED 1 :500 •``�0�, � 9'y ' FOR APPROVAL 11-11-04 NO. ' DESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION 20913 NONE 9785910 o STATE OF '� = DESIGNED• GAF DRAWN• MP MAINTENANCE OF TRAFFIC PLAN SURVEY BOOK SHEETS �o,�'•y1.��,� . �,,,,� LPA JOB 21 lof 1 178 116th STREET y�ONAL Eat ° CONTRACT PROJECT JJJ►!!!lIfl011111\"°\\�a CHECKED: I H CHECKED: PHASE III - (STEP 1) R-27495 STP—B886 007 C) C) LLJ O z C) C) 4 Q C) w C:3 N M � � ct' � � L0 N N o N -ry N LL- w Z 15m 3 O W Line " PR- 1 " 171, 11 11 N W Line A' & A iD iD. Sec. ine 9m • • , (TypJ 1 16th STREET J ,Z --------- ------- ZZ wQ w^, W Q w w( \ W •C: z J Q `rte 0 0 0 0 0 0 c0 00 N N N ye h w " " Line PR— 1 1 16th STREET w z ' Line A 8c App. Sec. LI • PHASE IV: PLACE FINAL SURFACE LAYER ONE LANE o Qf AT A TIME AND PLACE FINAL PAVEMENT Q 5m MARKINGS CC0� h V (TypJ N END PROJECT STP-6886 007 STA. 2+728.272"P R-1 " NOTE: See Sheet No. 9 for MOT Legend INDIANA HORIZONTAL SCALE BRIDGE FILE HIJIIIf//// ' X. A. F�'''�%,� RECOMMENDED 1 :500 FOR APPROVAL �O _ _ DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION YDESIGN GINEER DATE NONE 9785910 20913 = A� STATE OF DESIGNED• GAF DRAWN: MP MAINTENANCE OF TRAFFIC PLAN SURVEY BOOK SHEETS '• 1. ���� LPA JOB 22 of 178 ��•���''����.' 116th STREET CONTRACT PROJECT CHECKED: I H CHECKED:\N\a PHASE III - (STEP 2) & PHASE IV R-27495 STP-B886 007 SEC. 35, T1 8N, R3E E CLAY TOWNSHIP V' 0 V) N HAMILTON COUNTY s N gs N � � � J co r; N t- O ^ M LO V7 ro 0) C6 r 00 00 + + N + + Lincoln Income = Technology Life Insurance Co. - Center Associates, LTD + J I I I I I I I I I I I 0 0 (Grow) +918.011"A" 16.764 I I I App. Exist. R/W I � I �U I I fGrossl � j G G — --G—— G G G=====G=—==G G II II � Ll1 G4sphioliaver I I c� � II O 1 16th STREET ; ; ro P.O.T. 0+879.862"A " II �ine "A" & App. Sec. Line Q II _ _ __ -------------------------- _ _ _ I I 89°07'52', E _ _ -- ----- 7u 66=====-L1 I I 1 1 I I I *959.7 83"All fGrQSI (Gross) .823 A 929.303' - 6 20 " .7. 7.620 I V Exist. � i I rr� + (Gross raart� I (Grass) I I I I (Grow) I CN 00 -- ---_—j Cn J I v Q Kevin Armour Joe T. JR. & Georganna Smallman o Northern Heights Northern Heights Clinton L & Elizabeth Brown 1-4 N Lot 10 Northern Heights Lot 11 a Lot 12 Billie F. & Maudine Clark Northern Heights .% ~ Lot 13 4 a . � ° a X � p 'D CL C) X • e � � p o LO O O •v N Q �' •o .o M to is LO !n 00 M N O N 000 �_ Oq N 00 co M oo N 06 N "' `� "' SEC. 2, T1 7N, R3E LO �' °' U ^ V a r- o ^ CLAY TOWNSHIP 4 C) O sl- M ^ ^ 0o O (D M 00 N �; `° N 4 � 4 Ui HAMILTON COUNTY 00 C) O p N N N N M M Cn CA + + + + + + + + + + + INDIANA HORIZONTAL SCALE BRIDGE FILE MNS IN 3.237m LINE ? "A. s��```��,'"�tg �9y �° RECOMMENDED 11-11-04 1 :200 9 • o L DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION CONTROL 3j r N0, DESIGN OnINE'ER DATE NONE 9785910 JOINT � BC — — _ - - 5.825m 20913 i SURVEY BOOK SHEETS MNS NE SIDE CUT 'X' -o STATE :�� DESIGNED: GE DRAWN: MP 116TH STREET LPA JOB 23 of 178 M.B. #507 W. RIM SAN. MH. '., 0,�•'•ti1,� � ••= �•,. s "���ala,,,,,,n►�N���"• CHECKED: MR CHECKED: EXISTING TOPOGRAPHY P.O.T. 0+879.8 A ''' S�ONAL �a��°° �.,,, CONTRACT PROJECT MAG NAIL SET MNS R-27495 STP-0886 007 J . Farrar, Canvey&Associates, zz c 8925 X Merrdran . Indianapolis, IN 46260 (317) 844&900 • FAX(317 844-9158 �'o n s u I tl ng�n gl n e e rs z N w N 0 3 M — i7� �7�8 CD• Z' �D N O _T1 r+_ v a, II �Z . O r MATCH LINE S TA . 0+980 SEE PREVIOUS SHEET w0 3 N� o II q0 a 3N � � o III II I Zos �Z N � `'� a:E: �,•�' III II III 3 ScD ''� III II III c� 3 °N III II I � a III ii III App. PL(+990.429" III it I it III ii III IIIII ii I Ilc� +996.903, 3.853 Mailbox mill Z_– +999.581, 8.408 610mm Tree I.RO 1 +000 III II o Q III ii III +001.576, 21.680 360mm Twin �. III ii O III 41- �•(D III ii ,,v III +005.606, 17.141 430mm Tree +007.881, 9.088 650mm Cluster III ii + III +008.112, 16.061 450mm Maple III ii p III p a n III ° III D � II { II o III ° X III III X +012.660, 19.236 150mm Pine ,N+ ` III N- +012.517, 21.680 370mm Tree O (D +014.072, 13.984 25mm Maple X III ;; III ;0 (�,n 0 +014.022, 7.594 610mm Maple Cluster III O III ;; III (n (o +019.554, 17.323 Comb. Pole • 20-245-A II ( ;; III `p +019.963, 13.373 610mm Maple ___ -I II T III r `C �W +020.170, 9.900 30 —Maple 0 0 +020.768, 6.067 380mm Walnut III ii III c +020.863, 10.225 150mm Maple III ii III +� a III II III O—• +022.167, 5.375 305mm Walnut a o N N II co.� N III ii III �_ III rn +025.597, 5.072 Comb. Pole * 6-107-B W – a III II III w n�0 –�– -----------III III y O a o o + —`�) I ii III +030.529, 22.381 375mm Pine CD `° CA II I w .41 III N• W L '-PI – II I° III O +035.527, 12.470 100mm Pine rn°� +035.701, 18.054 25mm Pine 11 +035.721, 20.916 50mm Pine n III +035.844, 15.355 50mm Pine N o0) +038.958, 1.254 Sanitary M.H. a�LL� III I +039.584, 14.480 Sanitary M.H. �� v 1 °� i� o o•� � I�� ii � III IF+044.222, 10.089 25mm Pine j1. 0 II I {) ��• „•M C9�• ; +045.045, 14.009 Sanitary M.H. �.v% �. c I I it III I I 11116 j 00`° I ! II III . +' _ II � a_ +048.529, 13.922 Sanitary M.H. it III yG► ' •''ate +051.283, 18.334 75mm Pine ►v o ,I I II III :,,���Gy� •........ ••0 `���`\,,. +051.540, 20.922 10" Pine + `, +051.725, 15.199 75mm Pine "4* -1*- '`, \ n q +052.138, 20.327 375mm Pine n +051.727, 10.234 100mm Pine = m O m +051.763, 12.739 75mm Pine a; `�, ``� II ( ;► III 0 c 0 •• III II III X z ® III I I III 71 z III II III ,. °< ° III II I o I1 I I { T o.� o ` � +062.523, 26.551 430mm Tree un'i II ii I I) +063.587, 13.700 Light Pole No • 0 o z - n III �, II II I I III �, A Z z II {i II �� III �o +067.981, 22.319 400mm Tree rn, V C> ITI � 111 ii D� III D ce it II II 11 III z � II I� III D I II (I ;; 03 III m I II (I I I III +074.902, 4.894 Comb. Pole No + ® II (i 11 III II II ii � � III II II II N c/) III II II II (D III d CL II � II III t7l II II ,�� II p ii III +083.473, 19.799 350mm Maple � � II � �I III tt o II � it III _ m � IIx I; III = M III ;I III � 0 � w -� � UI ° -i II� II III `-° � n ° . z o- � Z � 0 � �, II'I II III 3,x;0. � 0 � z II II III o n 0 = Z O II11 II 0 III z Z = � -oX m III III n m II;I II III o � II;1 ii III X z x II;I II III 11;1 II III 1 + 100 III 11;1 II III � +103.845, 5.207 380mm Tree 1111 ;; III 111 ;� III 11;1 II III III 11 III M N Z D Z o oN � 111111 I11 om m� °off III II III v' -0- °D � � � rn III 11 III II�� II III +117.185, 14.878 11-107-B II'� �I III Comb. Pole t�-----� I � N II;II ;I III —I � 11111 I I III � MATCH LINE S TA . 1 +120 SEE NEXT SHEET � 2 o m ((J1D m 0) n N _n O O Z F O —' � v OD FrirrarI Garvey&Associates zz c 8925 X Meridian . Indianapolis, IN 46260 (317) 8448900 • FAX(317) 844-9158 Co n s u I tI r!g Erg g I r�e e rs WOK qkv_1r. O Z co N N I MN 3 i o-N +0 �� g vm 0. O• s 0+ -- oZ"j 4� � MATCH LINE S TA . 1 +120 SEE PREVIOUS SHEET WP W Line"S-1-A r 11 11 (nnz� r W Iliil ii ( I CO °° IT I II =3 3 3 124.182, 5.026 Comb. Pole • 8-107-B z IIIII 11 I `n Iliil II I I Iliil II III IGII it III inZ I�;I ii III � -am I�il ii II z r w (�il ii II Z-V 3 ICI II O O-.. N IRiI II III - mN � /� °° I��I ii III CD � a. �°0 3� �a a D IRII II 111 D 0;o' >o D, I III III I -1 IIII II III (D ° � �=> Z RII II III 1< o "m �' IIi1 ii III ® +141.555, 11.999 Sign oN y Ili) ii III +143.429, 21.196 180mm Maple a ° `°° Q g II'il ii III +144.345, 19.312 180mm Maple a, _ `- IIII n III +145.067, 23.941 250mm Pine °D * Ilil ii III D +145.355, 26.585 205mm Pine � ° Ilil it III /� IIII II Z III \\ +147.712, 29.494 150mm Pine I n \ Ili I it c�0 III X �,,_ \ , „ o X• \ +150.225, 30.194 205mm Pine +151.477, 33.281 140mm Maple Cn IIII II I (I +152.184, 30.536 140mm Maple D C7 n Ili I II ry I II a +153.221, 33.490 140mm Maple W coo � 5; Ill 11 III I -� N Ili I it III ? - +155.466, 13.799 Light Pole No • o -+ N; IN I I I I 0b. L4 w N z 0 � cc IIII II III No 0No 0(nN0 z W IIII II 111 o ' o A-a * � � Z Ililii �1\ ,-" = n IN II + N. •+ T.� + o m Z'sl App. Exist. R W iI ii 8 \\\ 8 CO �. o o o £5£'6Z0+ N�, II I _ ____ __ Farrar, Carvey&Associates, Lzc 8925 N. Meridian • Indianapolis, IN 46260 (317) 844 8900 • fAX(317) 844-9158 CoRsuIli 7gEagIZ7eers 0K 0z �N om � IoN ®z MA TC H LINE STA . 1 +260 SEE PREVIOUS SHEET W ( n ( II nil no+ 261.449, 7.871 720mm Walnut �� I II o +262.250, 18.074 455mm Walnut lo- (AZ - Q_ I �- _ --/J III 3 �; +262.579, 18.019 500mm Walnut n Q' �Tl +262.248, 4.612 Mailbo z +265.063, 22.186 610mm Hickory \ II I c I� +265.252, 13.807 305mm Walnut cn ! \ App, R (+1267.516°A17 +267.454, 8.974 610mm Hickory I� - I +269.013, 19.869 150mm Tree ' N Cn I1 G G Gii IG .------------- +273.335, 18.084 200mm Walnut co +274.274, 15.206 915mm Sycamore I I ii I +272.669, 21.110 800mm Oa +274.724, 17.231 240mm Tree L 274.998, 22.260 1220mm Oak Q I I ii I +275.022, 8.609 25mm Spruce +276.103, 11.860 240mm Maple ! I I n +277.565, 10.443 375mm Walnut o O +280.604, 13.151 455mm Walnut , I I ii c Q rte+- (D _ (D rn v• 1 =__-___---==-i==-=��-•11 M I II +285.612, 7.329 540mm Oak I I If I z0 = Z I I C z � W M r=* j / ---_--' - ii I +293.309, 20.340 100mm Maple CU I II +297.107, 5.028 Mailbox O App. (+ .996 11A►') I "•' Q_ I I i ii I �N I' 11 1 +300 o o +300.521, 6.017 Comb. Pole • 300-091 I '�'° II • co f-f (� �O I II I cc + x-00 I D_ I II I UM5F I I II CD +304.360, 10.034 75mm Pine I I n I =====sws=a► e�======ts�l N O ! I I �� I +306.052, 7.066 800mm Oak a :3 - D to (D I G G I II G +307.714, 6.936 610mm Oak D I II N 6 0 o C/) 1 I I fl �* I II io Q -' I m 00 W X II _ o I O ii 1 M w II o +315.823, 21.554 610mm Maple I I ( ii I +315.744, 7.321 150mm Maple n go 00 l II y (� I I II Ln I I I I I I I II I I II o �• +326.870, 4.613 Mailbox Ze IApp'" R( 28.4 611A11) I II s �� � `' • ,, � I I ii %F�.,. ••� +331.033 8.827 25mm Maple + ii r I ...•0 � 1 iV N I I ''nnrunui�iu� aa` ; .p Oo I +331.120, 23.072 455mm Tree 1 ( o " L----!1 \ II v n o o i I ii D D I II v I p M 1 I ii I +336.723, 8.103 150mm Maple ° z o ? rnv C- � 0 I V II I ~ ssas===--s==-=ss=ad=s; ry +342.179, 17.534 600mm Hickory :3 � I I I co I Q � � ! � Iv C7 M vD z +344.684, 5.252 Mailbox ° i ® C I • z +347.104, 6.089 Comb. Pole + 300-090 < 1 ® I ii I m x +351.595, 21.541 375mm Maple Q• 1 ro I I ii I 0 I ° °> I I- II I ° I $ I I .I I I I Uri CA i C2 G G � II G to I a �I ii App. R (+354.95,0"A") ii I C7 n � 11 � 0)I o -� •d +361.869, 11.906 305mm Tuli p Z _ j jI� ii I n z 00 -------- -/ II I y 0 v) Z ii -I I Z � � LL y Z +366.260, 2.822 Sanitary M.H. I I Z M I : m ' I 11 rn Q j----- -----------.� �� I O +370.535, 16.997 600mm Maple j 1 I ii I O � y ! ® I n I +373.096, 23.244 375mm Maple ((DD �-] O +374.115, 13.804 305mm Maple O I 1 ii I I n G G I " G I +375.596, 4.812 Sign I- I 0 + o L I % I II w -�. +378.395, 18.673 610mm Maple Q- j o I ii N --i w z o +382.034, 7.039 Tel. Pedestal 7.608 Survey Marker Fnd. i 3 n 1 I ii I n / Ff f. + 82.270"A!') +382.012, I ii ® o_, -� Ann Q� - +382.145) 14.168 305mm Maple II +382.796, 4.624 Mailbox C/) I jI ii (BrU6 ) .7*7 8.389 610mm Spruce n ;, + I ' it ,�,_,_,T J- +384.172, 20.690 610mm Walnut T- o I i N OD +386.526, 9.883 500mm Pine fi ! ow I I ii II cn < o ! N An N PP• � �(+3 8 I I.436A ) 1 0 CO p O o 1221 Ff.T f-.o o D Q y o o m +392.094, 6.163 Comb. Poe 300-089 ®Ln a) o o'Et --n m - -zr ITI (D • Q- - d :-+ S- r .T1 n O O 1 � 11 � (- +397.236, 10.807 610mm Hickory O I II Cl) 0 (n rn --D--j----- ------- ;; - Trn � � I II 1 +400 `J �' o MA TCH LINE S TA . 1 +400 SEE NEXT SHEET (0D cn CO M - :r M ?5 0 oz F O o � v OD O n Farrar, Garvey&Associates; LLc 8925 N. Meridian • Zadianapahs, ZX 46260 (317) 844 8900 • FAX(317) 844-9158 Cv r!s u I tl rl g�n g I n e e rs MATCH LINE S TA . 1 +400 SEE PRE V IOUS SHEET +400.985, 4.654 Mailbox p ; ®I ii +402.887, 14.579 610mm Tulip Lo j II I 70 +414.182, 15.888 610mm Maple - + p O� I G G I II _<�, 402.784, 10.818 455mm Hickory CD CD o r-t- i I II I a r♦- ; I 1Lss-s . �is s s ss s , I I CD +409.273, 10.076 915mm Maple o (D cn I +413.690, 18.773 375mm Spruce I ii I +413.886, 22.647 455mm Spruce l C T.F. j `O I ii App. I�(+416.956 C> I n 3r 7.932 305mm Cedar a I ii I +418.218, 7.921 325mm Cedar APP• 496' - -------------------�--� I I I " +421.313, 24.226 610mm Birch G G _ +422.887, 8.282 305mm Cedar I ass- ---- -- (D ! I it I +429.075, 7.913 150mm Twin � u 1 I +432.804, 4.866 Mailbox Q X ®I Fa. I I II +433.692, 5.339 500mm Maple co +437.443, 6.214 Comb. Pole 300-088 W oo I I ii I ® I +439.228, 7.963 305mm Cedar •° moo � Ak (D +442.423, 22.203 700mm Sycamore +443.414, 22.078 500mm Maple - 00 °) _ I I 11 ( \ +444.641, 8.012 375mm Cedar C4 3 Z I + "r II I I rn N U+ I I -• Ch _ ; �w III y I• �,, CA CD o (D n � APP• (+ 50.396"A"3 " I a - AT4411k) +450.553, 7.613 Survey Marker Fnd. E I I ii / +451.015, 7.610 Tel. Pedestal CD OC m --+,W a ii ti II O C- I CNi� o. 00 2 U) 0 ! ( II J c DC7 �n :3 j I ii J +260.289, 22.108 550mm Cluster O O -� ZO � jC7 ! L. i ii (D C) � J Z co 0 { I I Z ,ova c9 �, °c 77 I I II +268.876, 16.692 610mm Walnut CA �,� � � I y --'%,,yF�••• "" ••0��•`° +470.818, 15.413 460mm Oak -0 I It it ' I M O M I J 11 (p 0 � o ! I J n rn z U G I � + G II \ o m - P� I \ M , 4-0 1 J II r rn � ° ------------------------------ N o I c-� ----- - - - ------------ -- -- r o +480.904, 15.193 Survey Marker Fnd. +483.220, 14.596 Comb. Pole * 180A-300-087 App. (+ +483.477, 16.072 25mm I ree ��-------------- v +483.592, 24.036 100mm Spruce 0 0 f I J J II I tmi� +484.074, 22.627 25mm Spruce �vp l,_O O,vy'�".0�d� v W��x,,�.��N (0v O moO�O i'_`►'y d'm�"-d d d 3 3 l I p•d r m z +484.177, 20.723 100mm H fr Spruce- --- I I1 i"�i1►iI I i 1 i I I i I I i i I►I I I I i I�"I "I J(I(I I I��I I II I I a�J I J J.J I J I I I I I I JI(I I I J J I�J J J J r I I�J I I I I J I + J J J"" in iIiIIiIin in iI"n Iiii„IiI�iIII�i1i„II i I I i I I i i i i i I I i i i I •'s I I I I I I I I I I I I I i I I I I I I I s�I I sI~l Ii� I \ \ �o rn n n v z +485.841, 20.513 25mm Spruce 07 zr a f� I I D - �\ 1 I I I I I I +286.509, 15.870 25mm Zo D-0 Cluster M +486.802 10.276 25mm Tree n CD +286.648, 16.897 610mm Walnut A +487.081, 16.660 M +487.315, 20.865 100mm Spruce C/)X +489.135, 20.619 25mm Spruce +490.753, 21.046 100mm Spruce M m +490.957, 17.931 25mm Tree if � I Q 122 m lra/ng Ut E D M i M J +296.251, 16.463 375mm Walnut +496.979, 18.467 455mm Maple o O 1 +500 ICn p-P+501.965, 17.880 25mm Spruce +503.121, 18.137 100mm Spruce j 0 +505.946, 18.235 100mm Spruce I �'' +506.697, 16.429 610mm Hawthorn +509.061, 17.476 100mm Tree +509.426, 20.720 50mm Tree O0+510.262, 15.203 Survey Marker Fnd. +511.207, 23.619 50mm Tree +512.199, 17.859 25mm Tree 514.673, 10.229 240mm Maple APP• (+514.099"A") +514.992, 22.083 50mm Tree +515.691, 12.261 Stor n+516.770, 21.197 25m n mm +516.821, 17.160 75 Mle +519.305, 22.024 75mm ruce O Z Z0 +520.932, 21.279 25mm Spruce J'A if Z 01)+523.099, 22.145 100mm Spruce O (n Z a +524.771, 19.309 100mm Pine ; 11 T (D -0 +527.211, 20.306 100mm Spruce -.-I o it Z m 0 � ;0 +528.701, 17.299 100mm Pine I I If 9 II 11 Z z C +530.430, 18.740 100mm Spruce :3 0 CD O a F U)0 nz a x+532.958, 17.334 100mm Pine It (D +533.828, 20.329 100mm Spruce I w�i App. �(+ 39 a +539.552, 21.555 Tel. e es a ° CD-U N u MA TCH LINE S TA . 1 +540 SEE NEXT SHEE T 00 M Z D m M f CA O) � -N o � ° °z M 0 � v 00 Farrar, Carve.y&Assocl.vtes, LLc 8925 N. Meridian . Indianapolis, IN 46260 (917) 844 8900 • FAX(3 ) 844-91 S8 C o r I s u I tl n g�r I g I n e e rs —o +� Ozo o�z O+ 0,0 s 3 TN 1%Jv ° >i cv:* C cnN pne os \� MA TCH L I NE S TA . 1 +540 SEE PRE V IOUS SHEE T ND S-2-A `0 +540.178, 21.525 Tel. Pedestal I I +544.114, 16.516 150mm Oak I It -0z - +548. 303, 14.495 Comb. Pole • 3000-868A I I i i I I o N N w +548.315, 14.299 TBM *7 I I I ( I Mk rm 3 I I I I �• °o 0 me 1 1 • • I I 11 3 I I i i I ( +548.491, 29.198 915mm Oak lab I °,0Z On. o ( I It I I (J1 p s -'V) D I ( I I +0 CcVD� �v�+' •��� D` �' Z 0 CL 0 \rn N� N I I i I 1I I i i I 1 1 I I I I � �• +557.032, 5.845 455mm O ak y �� n +559.927, 21.712 Comb. Pole� �NN OZ p _ +561.384, 9.372 Sign O N A D 3D W 46 +562.092, 16.496 175mm Spruce 11 °m +563.827, 17.436 25mm Spruce O n C II I +565.086, 18.505Yard Light i 4 N +566.425, 12.594 Water Valve / i i © + +566.564, 19.698 Yard LightI I 0 +566.804, 20.972 25mm Spruce / � i�`J � � Q 0 +568.142, 22.912 175mm Spruce +568.711, 9.831 Curb Inlet _App. Exist. R/W .,,.-- C K: +572.607, 25.978 Sign---- ------------ J� ���/ i i N Ro +572.675, 19.865 +573.639, 19.515 GaT Valve 11 \ » » II -------- - --------------A 1 \ +575.472, 21.009 Comb. Pole • 197724 ------- - - ---- - e -- �. --------"-I;J \ +576.465, 11.961 Sign S 00000"5611 E co +576.572, 13.763 Gas Mkr O — +577.791, 17.054 Gas Mkr. W +581.181, 11.951 Sign `� o +581.910, 9.830 Comb. Pole + 300-609 „ GUILFORD ROAD +583.028, 19.249 305mm Maple 1 Line " S-2—A: +583.156, 27.144 230mm Maple 0000j"00” E � � n c+ App.-Exist 1�/W +593.263, 12.538 Water Valve L / +593.435, 12.164 Fire Hydrant 00 App. Exist. R/W N / +593.991, 11.181 Sign N) I 1 +600 1 +602.046, 8.753 Sign gp- o 41' +608.772, 6.253 Comb. Pole • 200-599 I 1 I v I I 171 X 0 D � 0 0 � m • ov � o o Cc I I M Xo I r 0 ° rn ( rn � I ° Z D o I Cy) l -� -° A z z rn I or\'o co ° m = m �- I o 00 ( m -0 m I �n v I o --1' < � zoo cn — I o =? I n C4 r: M rn I d I _X U) jb I Z M I r. � W Z ( o rn rn I Z oz 00 O ..� m I C: z — o z > +652.747, 6.072 Comb. Pole * 200-598 c I z +653.097, 10.233 360mm Tree � I y O o � o I +656.669, 11.313 150mm Tree 1 Z o �n rn rn X IX. 5i I0 � h r- c '�' °X) Ivy D Z0 ° to v) 0 1 671.476, 23.569 205mm Tree v' � � 0 cn 1 � � I I +678.981, 12.870 150mm Tree +679.087, 11.443 305mm Elm I +678.515, 27.810 Surface Inlet co N o MATCH LINE S TA . 1 +680 SEE NEX T SHEE T 00 -% rn (gyp D M n N --& O Oz m ° v v � Farrar, Garvey&Associates, zzc 8925 1V. Meridraa . Indianapolis, SN 46260 (317) 844 8900 • FAX(317) 844-9158 C o n s u l t i n g En g l n e e r s az 0 (n urn II 11 o {) 3 0 +681.626, 5.033 Sign MATCH LINE S TA . 1 +680 SEE PREVIOUS SHEET z+ 11 �� +681.688, 4.521 Storm M.H. V�o I 4 =z +686.067, 12.113 830mm Tr e 3 a+ +690.508, 11.548 2*mm T e 00 +692.401, 13.011 1501tIm Tree I +683.247, 17.920 305mm Elm / 685.569, 11.831 Storm M.H. Qm 111 X I // 0 !!1 ,� 0 � •o o ,!! O � • !!{ (D { { D +690.934, 23.053 Light Pole No • O -n -o I III >� M -+ �• _--- m rn II III X, " X, III C r+ .,- m III Co C7 � III O II III o � a -- 1 +700 z • ' +701.981, 12.099 375 Elm _ E Z //I I +703.742 20.708 210mm Tree +704.054, 5.552 C b. Pole • 200-597 E'-"1 , �j II o + III °D 705.2t?9, 24.584 350mm Spruce III + N rn +709.556, 18.551 270mm Maple III a III c� +714.413, 17.736 150mm Spruce 0' +716.5.83, 16.545 150mm Spruce OD +719.512, 17.770 204mm Spruce 0V)co 0 o:° +721.437, 15.404 150mm Spruce �o + .v Ch v (� +724.135, 11.614 200mm Hedge +724.522, 17.263�+� 150mm Spruce N�z C4 �• +'716.134, 15.124 204mm Spruce D' CD 0 rn o +729.5815, 16.549 305mm Spruce o 3 OD cr o, + oN � +732.179, 16.315 150mm Spruce v -------------------- ----------- - v N I ri +734.277, 14.222 150mm Spruce II O N l +736.867, 15.561 204mm Spruce Cn +739.077, 14.010 204mm Spruce w � o� (p +742.362, 12.202 15 m Tree +741.919, 14.997 150mm Spruce � - • +743.900, 13.076 150mm Spruce a N + II G9�'� III `o I I � +746.645, 14.439 204mm Spruce � I I � f f I +748.691, 12.409 204mm Spruce y '••. s +749.617, 12.293 15 m Tree I I M I •• lkW,I� •••••I.........• I I - FEP I D +751.445, 13.717 204mm Spruce �nnannua���au 1 I +751.963, 12.590 1501rf jm Mapl I I I C7 I1 w + r m O rn III I i I I +753.845, 11.853 204mm Spruce 0 U o III N + V I I m z III � � �� a p M I( f I N`"' I I +756.420, 13.403 204mm Spruce Z O o III i i I I +758.683, 11.047 150mm Spruce D M +758.692, 12.391 305�m Tree I f n I r 0 !II I I l M -q , 11 I v � I r I +761.150, 12.626 204mm Spruce - m 1 CD I +763.888, 10.225 150mm Spruce n O z tll I I _ +765.426, 12.162 305r� o Tree ``�"���LI Op V � Dr I +765.927, 11.988 102mm Spruce z I I +768.175, 11.105150mm Hawthorn M III i i I I N �° III I I I I +770.564, 9.485 150mm Spruce I I;I I ii ( I +772.038, 12.301 102mm Tree I I II I I +772.872, 9.628 150mm Spruce -Dj +774.233, 6.083 TBM •8111 i i II M 1 +774.290, 6.315 Comb. ��le * 20 -596 I I II C/) 11 +773.979, 11.894 204mm Spruce II +775.648, 10.636 375mm II�ree i i II n I I n III .� r I I +777.314,, 10.250 250mm Hawthorn I I II II III -. If I I +779.805, 9.806 150mm Spruce II rn I III i i If _ I III i i II I I +780.874, 13.952 250mm Hawthorn 111 _ II III I I G7 ii I V> +784.035, 10.508 150mm Spruce > 00 III I I C II I > 00 +784.168, 14.093 150mm Spruce � 5- . III i i r ii I +784.995, 23.493 150mm Tree r ff n r W �-] Z 111 I I O p II I Q 0) +786.654,"9.325 150mm Spruce �\ . r Z -1 III I I p (D if I i 0, +787.109, 17.882 455mm Maple , III I I � II _4 -789.181._ 0 I _ II 0200 23.560 150mm Tree •-� > OC �z III ii D� if ~ b z = 111 I f I I C: > z � �, II � 3 II I I z �� z > m 111 I ► II I I c,,l rA II1 I I �- II '� 0 111 II II I I �, x � I11 If oo III I i �_ II O II1 ii On II z � • 1 +800 III I I II I I ( m _ _ +801.505, 8.405 Water Valve +802.175, 8.203 355mm Hawthorfill I I I► I I I ?� < +801.511, 9.015 Fire Hydrant n III I I II I I I +803.333, 8.238 Water Valve I � � f II 805.913, 8.365 Gas Valve +806.358, 10.026 355mm Tree ,, I I II I I + I I I < A F� + �� _ + 111 I I o� PP c 807,088 a c m ;0 111 I I ii rn NZ D < z , o I!1 II II o I I c C � °zoo 111 If II o III ; Q no rn o {I 1 I I II I I I I p +811.860, 12.358 240mm Tree m D III I I ii I I I I I ! +812.920, 11.101 280mm Tree Fn III I ► II { { I I -a j -�- 1 +813.344, 11.901 455mm Tree III I I ii I T rn III I I ii I I I I l o i I" � to N III i i II I I I I ( Z ; +819.754, 18.813 150mm Spruce co co v m III f I II I ' �' a MATCH LINE S TA . 1 +820 SEE NEX T SHEET a) ;0 _ 00a5 a 002 - rn «szb rn _/:;7 0) n N - -n Ir O � oz rn o v OD Farrar, Garvey&Assocrates, LLC _JF7 8925 X Meridiem . Indismapolis, IN 46260 (317) 844 8900 • FAX(317)844-9158 C�� C o r l s u I t I r.r g E a g I r 7 e e r s 821.557, 9.662 255mm Hawthorn 823.086, 9.336 204mm Hawthorn MA TCH L I NE S TA . 1+820 SEE PRE V IOUS SHEE T 834.627, 7.322 455mm Tree 111 i i li I I ll/ I I II I { I I I I 11 if I I I I I +823.733, 19.550 150mm Spruce I 1 II +827.644, 20.102 204mm Spruce If ii II I I I i X +834.372, 17.608 100mm Hawthorn /Z/ //Z/ m ZY i i it I I I C CA r l If I { I I I +840.303, 23.698 100mm Maple � r,, I I +843.938, 6.742 Com Pole +' 595 +845.415, 5.958 Sign II I I I I z +846.499, 10.678 305mm Tree II I I I I i +847.904, 8.722 240mm Tree i l '131'1 � +849.996, 9.810 340mm Tree +851.483, 9.437 150mm Tree +852.740, 6.714 255mm Tree r �i I I I I '� W +853.469, 7.895 200mm Tree r ii I I O 0) �► a II ► Z 0 -� II II I I I i nZOo ii I I I I I I j 0cnz ii II I I i z =v � m1I �� II D n i I CD { I I y I +863.140, 23.435 100mm Maple � � II II zD� I • III ,-' ° II I I I w I L 0 o Ro +868.677, 22.883 25mm Tree p < ii I I Oho I l a I I I +869.134, 23.504 25mm Tree (D II D I I ! +869.818, 22.973 25mm Tree o D II > if I I I I I I s` rn ii II (n I I I '♦ ii I ( n I ( I I ! +874.756, 24.378 204mm Spruce 00 a II r I I I I +878.701, 25.169 204mm Spruce m I I I • I I ! �x-,• { I ( �► I I ! +882.646, 25.961 204mm Spruce N I I a�^� ��"'y i n n II � I I I I l i z s2..y � I � y II I ! +886.599, 26.754 204mm Spruce 0 ,- z 0 +889.471, 23.012 255mm Hawthorn nuuu n Z p m - ow ii II I I i 11 ° m V)° X M II I I I I II r° a II I rn z o � II Ij I I I n I I Z +897.632, 4.486 Warning Sign II ��>< o ii \ I I ! 1 1 +900 ;U _9 ITI II I I I I 1! 1 \ c II I I 11 \ n z �+905.100 30.156 204mm Pine n 1+906.178, 27.135 150mm Pine A z 1 \ M m +907.882, 9.234 150mm Mallberry I { I I ! `\ \ \ 908.501, 31.662 150mm Pine \ \\ \ /� +910.671, 25.826 120mm Elm I it I I I I II - rrl JI +915.785, 6.520 Comb. Pole • 200-5 4 ii 1 I T �\ I T W t +918.980L 17.684 Water Valve ccI I --------�-------- - `° ---------���- ------------- - -- - - -- -------------------------------- -X873:366, 23.161 Gas Mkr. �+ !�j w �� I i I - ADD. Exist. R \ ® +924.187, 25.547 Sign �� I --------t-------- ---------- ------------------ ------------------ ------------------------------ ' ►- Z +926.846, 16.649 400mm Tree I I I MITCHELL ROAD "rl +930.148, 18.200 375mm Tree I I I i +930.234, 13.546 375M, App' /� I ► { +930.286, 11.443 204mm Tree +932.190, 15.755 Siga- ® / � Z ------------ - �cO - � 9144 m Ingrese-Egrsys Fo3>aiment I ^� --------------- --------- --� -_- I + / i5,462, 23.010 Gas Mkr. 9J44 in Ingress-Egrew Eors� v / ( �� l i G +935.400, 30.350 Gas Valve ,..� wt a (Aphalt) E E , 30.350 Gas Valve _------ FREEPORT DR. Z +940.016, 7.258 Water V6W------------------------------------------ -- = W- -- -� +940.898, 6.691 Water Valve -----_-1i�, --t------------- -� -- -- -----------4- ------------------------------------------------------------- ------ -- +941.517, 10.624 580m ruce ---- -�_ D +943.939, 6.465 Sig -- CAN .,_ \ / +944.218, 20.142 150mm m P1 \ +945.291, 13.506 158rtTrrr-;ree----------------- +945.625, 10.526 580mm Spruce I I +946.049, 19.524 250mm Spruce +945.039, 38.510 150mm Maple i i { �// i I +946.230, 18.968 150mm Tree 0) /1 I m +946.558, 26.921 100mm Maple � zo +947.275, 10.334 580mm Spruce r- c rn N +949.847, 20.229 150mm Tree I { i +949.597, 21.539Yard Light N O D Z o +949.991, 10.393 455mm Spruce D I I (/) I Q g z r � Z N +950.159, 15.522 255mm Spruce I I I --I I X - �- +950.000, 25.523 150mm Pine O I I +951.638, 31.673 150mm Pine � W Wo m +951.814, 10.459 305mm Spruce n X I { I m i .-�� ----I +951.647, 27.632 150mm Pine 0 � +952.571, 15.065 204mm Maple (D �• I I I I -� rn a -� n ,+ I I +953.019, 21.340Yard Light Fn +954.019, 10.216 400mm Spruce (D I { ( 1 Q +953.410, 24.352 150mm Pine +955.052, 15.866 255mm Spruce r (n D 0 rn +955.994, 10.647 305mm Spruce r* �� I ( I i M +958.212, 12.726 255mm Dead Tree _ _ _ i - +957.950, 5.638 Storm M.H. � 07 _ LL ____ ___-_� _ �L I i I O �• w +958.536, 10.284 305mm Spruce r+- - -_r --�"�- I O r +959.232, 31.325 150mm Maple CD , . 305mm Twin co CO 00 2 _ ° MATCH LINE S TA . 1 +960 SEE NEXT SHEET C n v m (P rn M rn M O � 0 5 Fri o 0 z Farrsl; Garvey&AssocAvtesy LLC _F7 8925 N. Meridiaff . Indianapolis, IN 46260 (917 844 8900 • FAX(�17J 844-9158 C o r I S U I t I l g ER g' e e rs o�1� z OrM n-v M Am 77c -ox W c; � z z 0 CL o N m Om rr N Z-0 Z a { MA TCH L I NE S TA . 1 +960 SEE PREVIOUS SHEET poo` .� 960.395, 10.611 455mm Spruce + r ( i +978.247, 24.235 204mm Spruc 0 0 )OD Zco - V-3 3 Gov o { 963.214, 6.656 305mm Tree ns, I 963.286, 21.271 305mm Spruce rn 0 c7 "Dz I{ r I 968.168, 4.938 204mm Tree 00*I{ I 969.102, 10.830 455mm Pine O .�-_ NN{ �o I 969.183 8.929 204mm Tree -v O - 0 �tD ns I 969.381, 14.445 455mm Spruce N n CAD + r I I ( m I 969.945, 17.952 150mm Pine o Cp e-+- I I I x 969.961, 20.597 150mm Pine D 970.151, 19.494 150mm Pine I-rl � + + I I I 972.194, 10.922 150mm Spruce � I ( I 972.190, 6.367 150mm Maple O O-1 + + I -I 974.984, 11.189 355mm Pine N r-+• I I 1 O -n 975.876, 7.950 204mm Walnut i t I I I i° M 977.240, 6.009 305mm Tree i 1 { n C(D (D I 977.490, 6.861 150mm Tree I I o m F O FD 977.899, 9.090 375mm Tree r r I 978.207, 6.031 305mm Tree i ( G) +979.843, 12.308 150mm Twin + + I { a c 979.884, 8.667 305mm Tree i I I m +982.394, 23.928 204mm Spruce +980.383, 11.738 75mm Cedar r + { I v +981.748, 7.617 150mm Tree i I { I v 982.138, 8.780 305mm Tree m + � I D +983. 022, 8.050 150mm Tree (a + + G I G Z +986.540, 23.622 204mm Spruce + + +984.633, 8.194 305mm Tree �. +985.256, 11.056 35 ---l?1 ae__--------------------------------------------- +985.265, 7.701 150mm Maple ------- + + I co +987.669, 5.388 Comb. Pole • 200-593 +990.687, 23.315 204mm Spruc +987.887, 9.083 305mm Tree +989.540, 5.377 • - 3 i I 00 1 +995.909, 5.757 TBM +990.132, 21.410 Gas Mk +995.951, 5.911 Comb. Pole • 10 +993.354, 17.704 305mm Tree G + r -r I N I +997.024, 7.308 Survey Marker Fnd co +994.236, 17.970 204mm Tree ao� App• + r I a + +997.631, 8.769 150mm Mapl 8.917 150mm Tree n,co R + i n1 I =/ 997.874, 6.169 Survey Marker Fnd l +994.496, 00 5A +998.047 13.395 Survey Marker Fnd +995.038, 21.352 204mm Tree oo ® + + I y N +996.011, 10.495 Tel. Pedestal o + r }� App. +998.200, 11.340 204mm Tre D + + { / R 113 5169305mm Tripel � co +997.044, 6.389 150mm Tree 0 = i ' +999.244, L4 '• +998.262, 8.424 150mdL Tree - -s + + I I .�.r- +999.331, 13 82 30 m ripe) o +000.367, 7.146 Tel. Mkr1 �. �``- -...,.,,. cn `< (WoodSl + t •" -�- � -�- o _ - ®� a o +001.730, 6.243 Tet-Mkr.- 1 QN p "t I �--Ln n I cD o CD 1 { (Brush +000.399, 19.424 455mm Twi r- a - 0.418 093 04mm Twi(0 (Gravel O p 20. 2 II v° co a 21.189Tel. Pole No N Z°' cr +005.026, 6.300 Tel RAdestal - "�'-.`--..._ I 1 �`` ° C7 1 co ---------- `--- _---- I Ln r+ C 00 fD ----- - -------- w D �' 9-$r-$t' __ -J 1 p > C) C7 RO 3•-i cr\CD +011.142, 21.669 15Omm Pine SP11t Roll Fe/x,e ( ` J. -{ W ° V o +011.400, 18.783 150mm Pine n I Q °cr o� = oo Z:3 rn J 3 +011.659, 15.896 150nvn 1 -i' + n r+1 Z +011.917, 13.010 150mm Pine 1 I ° I .., 1 - n Z Oo \o N -o +012.636, 9.959 915mm Maple -� c� 1 - �--.. _-�-- cn Z Z m a-v App.- I ( e ( _ Z =. CD Cb o I O camT N mo L4 o App 0=r w 28, 8.521 305mm Tr e Ln a� �0 +021.024, 5.193 Comb. Pole 86-254 Ln C- I { n_ +023.523, 7.437 610mm Maple ° � I I .307, 8.703 204mm Tree ............. �i 026.389, 21.559 610mm Maple + o _ s I { ® 026.559, 4.955 Mailbox y y '• ,� a-'' n+029.540, 10.663 610mm Maple _ P1 o ter> 0 I (AsphJ X ° o m M U) ;00 I -"--- o m - - M +p +038.230, 4.111 Sign -n � ®{ I � � � +038.188, 8.780 305mm Twin R v Ln o II z 1 3w MD Z I nI I CO I s +045.154, 20.153 500mm Oa z o I ° M Z +047.503, 7.965 915mm Maple v .. m Steps -�- -- ( ® +049.704, 6.778 Comb. Pole • 68-17 ' I 1 (Asph) I �, I +053.494, 14.269 915mm Walnut App. R(+055.520"A") +054.952, 7.001 305mm Maple Railroad TT I + +055. 01, 7.407 Survey Marker Fnd. +058.323, 7.539 S er _ ARP• t+058.23�"� T I +057.168, 7.339 150mm Twin Maple +059.217, 18.790 204mm Tree o-_-o- =�ltU, Rn11 F �r I w + o +059.683, 5.879 Comb. Pole • 1207 y N a d 00 1 = Brick Column / w^' +060-544, 12.472 25mm Maple G G G - +062.424, 10.323 610mm Oak � ,� ---------------- (ASphJ � I +062.450, 23.058 915mm Oak Brick Column `_ - I +067.259, 12.724 610mm Walnut I 0-) -D 0 +067.972, 10.291 800mm Maple r� C I >- I m� 0 ° y O +073.901, 4.778 Mailbox ® I I r+ +073.767, 10.129 610mm Maple { RO +077.189, 14.167 110mm Oak 7n - '"� i > I a � +077.612, 7.763 Comb. Pole No + o I ° O G G � +081.305, 14.263 915mm Maple c� M < I \I G G G G (D n • I - -� D ZZ o -q ° % I M I (Conn) I rvz D Z � � O O �Z I 1 / r C z No Z -0 I o I o ` / I +091.392, 4.462 Mailbox o m rn I 0 cn - CO oO m o m /� I �'- �-.__I +091.605, 5.890 455mm Tree M D r // I i +091.674, 22.578 610mm Maple M I C4 I I I 14 m v 1 MA TCH L I NE S TA . 2+100 SEE NEX T SHEE T (Cone 2 + 10 0 Co ;a 00 002 o m Ln m rn n N o � oz F-n 0 Ili 00 Farrar, Carvev&Assoe1Wes, zzc _F7 8925 N. Meridian • Indianapolis, 1N 46260 31 9S8(317] 844 8900 • FAX(- ) C 0 a S a I tr rlg ER g1 r!e e rS Z-vv � A co r.? 00 K'� -1-i T o� ++ ON) ° •� MATCH LINE S TA . 2+100 SEE PREVIOUS SHEET s C n III I III � � I zc i 0K 0 *X � rn, l � I I D _---__-__--- D� �Z D `n`A --------------------n� s d. `` \ I I m 0 Ln X / D �• z CL 107.530, 14.402 760mm Maple 109.510, 12.956 75mm Maple � I � / � �' I App. (+111;049 ��� \ / I +110.355, 14.990 50mm Spruce 110.998, 7.672 Survey Marker Fnd. 0 I 111.951, 15.670 Comb. Pole • 48-238 1.22,11 F.F.T.F. / Ci1 + / C."o / Planter 114.750, 23.236 640mm Maple // sue-- I Br1ck Slgn +-� (Gravel) I I I +120.692, 23.569 760mm Maple I ' --I +120.550, 18.461 100mm Maple I > I \ I } 1 ZY° I +126.295, 5.180 Mailbox R1 I -1 O o I +126.420, 9.370 100mm Cedar _- I I � o I I ° 0 I I I j � E 7.483 Comb. Pole No E . "A") App. F� +135.101, • CD I (+136597 +136.589, 19.479 305mm Walnut � I +138.067, 14.309 604mm Walnut o W(n a, I I 1 cn o +141.453, 13.459 100mm Cedar N cap + I I N rn +144.214, 26.141 305mm Tree ( I I sz Ar+a I I I . s � I I I o I I � v 3 I II 00 I M I -I +155.955, 6.039 915mm Walnut II o ,-- N "' I 0')1 1 I I °-cn co III I I (D I ;:uI I I %'''' I I I I I (p O / +167.581, 9.715 204mm Walnut +168.148, 9.846 150mm Walnut +168.251, 9.403 204mm Walnut G'Gj,• •f•'�a ,� 0 I ( `� ._-- / i -"JC�8.853, 11.728Yard Light F�' nnlllllll{{►{"�"• �``` +171.438, 13.701 50mm Cedar I I _ +172.652, 4.718 TBM *10 � I I � ---_-' 173.622, 17.726 305mm Twin walnut = m p m +172.673, 4.931 Comb . Pole + 1305 + 0 D 0 I :3 I +175.007, 16.610 375mm Walnut v m -0 M I CD °< ° U) ( I D I / r o D C7 n I I ® +179.435, 4.367 Mailbox Ro z0 -1 II 'o > I ° Z o � z o 11•° = m _ IX > 0 � 0 z �? z 1 I I I r cal M Z m I I� �, rn II• w • .--; M I � rn ° m I � Z0 � S I r I�� a � � � APP• R o n z y I +192.605, 13.604 100mm Tree i I . � Z M I I I Iw rn ------------------------------------------------------------------- I I ---------------------t -------- I - _ I � I � I I , --------------------------------------------------- -- / I '1 1 d � - I �I� 2 +200 -L I ------- I !'1 co Cn +205.733, 24.252 150mm Tree +206.538, 31.720 3$5mm--Ma phr------------------------------------------------------ w NI I I O O + CA I I I y x d 209.187, 15.419 35 CR I I I +209.935, 11.301 400mm Tree y A-2p• R(+211.58NA") I - _ III Z --' ( I I11 1, 17.012 150mm Tree y +213.317, 33.073 6 mm ape I o �I L O -` I I, IM +214.229, 12.744 455mm Tree +215.898, 24.620 275mm Tree - o 4---j • I I • ' +214.481, 20.651 150mm Tree +216.508, 16.190 Comb. Pole • EX63 1 I I°°. a ii I • ° I C/Q +218.223, 28.665 150mm Tree I Io �� +220.572, 12.757 Comb. Pole + 65 O I I I 'll ' • '�I 1 jlI +220.853, 14.911 150mm Walnut Z +220.283, 5.308 Comb. Pole * 150A (Grass) p® I I I I I 'II �� + . I I !II ® • 221.087, 31.522 150mm Tree ( I O + I !i i +222.258, 16.822 305mm Walnut O I ' • +222.422, 23.271 375mm Walnut +224.144, 18.099 375mm Tree O i i i i a +224.685, 24.577 150mm Walnut I I O I I I !II y ' �\ �2214.656, 2 0.635 204mm Walnut +225.910, 22.937 204mm Walnut N v 1 � �° i► i I j!i li l i + 2"25.973, 2 6.642 375mm Walnut X +227.658, 3.927 Mailbox o c m +227.209, 28.866 455mm Walnut r o +228.119, 15.122 150mm Walnut 0 Z Z D --1 � O � N 228.861, 20.123 305mm Walnut Z ° > +229.446, 27.344 204mm Walnut O m m A m D0y I I i i �i i _1- `-----"' - +229-704,-14 +230.348, 2373 0 150mm Walnut I I I I ( I I � .I--I -#I---_ +231.744, 15.817 150mm Walnut I 1 i i i i3F• '235 18'LA!'3------------y23'-n-r, 24.497 610mm Walnut I I N + I I I I +235.536, 14.875 150mm Walnut +237.020, 8.692 455mm Tree I I � t It ________ +237.477, 4.472Yard Light � T� - I rn W N I p Oo 11 jj ° ao LID tD. ( MATCH L I NE S TA . 2+240 SEE NEXT SHEET I ° 00 00 � n m rn C O ° Z r i o v v OD Farrar, Carvev&Assocfvtes, zzc 8925 <V Meridian . Indianapolis, IN 46260 (317) 844 89D0 0 FAX(31 7,)844-9158 Co rl s u I t I rl g�r 1 g I n e e rs -U-o 00 N ON) 3 l r 3 ICJ 0°tv 3 � � 13 � O +241.742, 8.946 375mm Tree - c�y i +250.217, 34.783 500mm Tree > MA TCH L I NE S TA . 2+240 SEE PREVIOUS SHEE T +250.740, 22.582 610mm Tree D - I4-A 1 (D -t I 1 t t 1 +240.174, 23.245 610mm Walnu +252.601, 18.553 Sign y I I I t' " I U) I n 1 i t I I i-------------------------------------------------------------------------- _ II II , ! \ I I �- I II I1 +243.807, 18.971 610mm Oak �• y y I I I I 11 ! +245.573, 13.743 610mm Oak n App, xi R/W (+247.172°A") I e I II ( II ! o + y tI II I i t +247.782, 18.272 455mm Oak 1 I 11 I II ! I 1 11 I +249.606, 24.717 610mm Oak I II tt 11 CD +251.748, 4.671 455mm Tree ------ ---------------------- --'� 1 -. It 1 11 RALSTON AVE ' Line S-4- I I ! ( +255.550, 16.862 610mm Oak 11 � S 00 019'46" W 1 It I ii i 90° 29' 32 " +261.170, 14.728 Si ---- ��,��-------------- `� 'I IG i G G I &I St. (+262.4 4' It 11 , II I 11 ! ® +261.819, 21.005 Comb. Pole No # +262.771, 23.367 375mm Walnut +264.709, 18.322 610mm Oak I ! +264.866, 24.827 610mm Oak . fOD +265.297, 7.160 Sign D+265.572, 34.464 150m Spruce 1 I +265.877 24.567 305mm Tree +266.163, 29.332 305m Pine �° I t � 1 I` r,-I 11 I 11 X 11 II I +269.956, 14.051 150mm ine - ® It i j +268.806, 6.360 Mailbox +270.091, 4.701 TBM 011 I I 1 ! o + . I t , I 1 , Ell 270.049, 4.929 Comb. Pole 150A � i i ` tt �i I +273.118, 17.464 305mm Maple +272.621, 23.282 915mm Beech +273.646, 13.140 150mm cPine I I t 11 II II W ( D II tl ! +276.781, 8.916 305mm Spruce i ------------------ ---------------------------------------------------- I It 11 - 11 11 I X 11 II q Gist. R W +278.561, 16.178 305mm Maple I iL�-RR Aep. PL +280.042, 13.650 150mm Spruce ro +281.012, 17.190 150mm Spruce 11 11 � bo+281.678, 12.722 204mm Spruce I I 11 � °'• 0°+-,o +282.639, 15.747 150mm S ruce-• P I i i ,� -t 282.292 13.424 50mm Birch N� +282.854, 18.950 204mm Maple - I t t t��� a n ----------------------------- v o z +283.598, 11 `tr - - +283.684, 18.642 660mm Oak C 0- 13.063 305mm Spruce I 11 0 0�• +287.107, 16.954 305mm Maple o I t�` � it r(�j C7 +285.396, 10.994 50mm Birch a P O O �°o o +287.107, 16.954 100mm Pine I I 1 '� M +286.221, 17.828 50mm Spruce +286.323 13.559 50mm Birch y�n +287.654, 19.148 305mm Maple I ` " � � +290.575, 8.862 305mm Spruce I , I t t t� �- +287.734, 20.725 100mm Spruce .p c7 +290.902, 17.094 305mm Maple I I O O o? +292.053, 12.176 305mm Pine I i iIt t tt D 1 cn cn CD -��* +293.861, 14.418 150mm Pine � I � It tt � � �� +291.91 20.362 100mm Spruce +295.565, 14.332 150mm Pine - I 1 it t� (D Q �D P +297.418, 11.616 150mm Pine ��- 1 I Its �t O `rn +293.4 P, 22.481 50mm Spruce !'-, D +298.037, 7.981 50mm Maple w + I t; W:3 it -p �p II 298.636, 9.374 50mm Cedar CA ( cat tt O + c°:;° I t �t 0 3 I +296.264, 2.706 100mm Spruce 300.514, 8.361 305mm Twin oo• 1 Ln J' +300.769, 15.754 Comb. Pole • 184-821 4t • +300.797, 5.969 37-5mm Tree al 'I t t ttG G I +298.569, 23.128 100mm Spruce -P II q +301.008, 15.243 15 mD�i`-Ttee 40"A") t t It I +302.803, 5.116 C '--150A I t tt 2 +300 +303.139, 14.072 305mm Pine ( 1% 1 +301.633, 21.621 100mm Spruce ���quuiu"►"pp„ +303.242, 20.167 204mm Pine 1 ' i► cl �.� d ���'''��,, +303.334 17.083 375mm Pine ' ` p� C I tt 1 ��� ..•••"""""''••,;�8 +303.523, 18.564 150mm Maple CAN t a 1 +304.924, 19.490 100mm Spruce ��"s +303.724, 16.502 150mm Tree z v>:a +304.037, 16.293 150mm Tree 1 I t I �t I t t +307.673 22.276 50mm Spruce > w +304.727, 13.405 610mm Tree e P yc '•• ..••a� +305.996, 11.464 204mm Tree _....--� 1 i i tt +309.105 25.931 150mm Maple 1 " I P -%Gyf •. �0`���.�`°��� +307.824, 4.521 400mm Tree rn t (ASpiU 1 y t 1 �t I +312.089, 21.811 50mm Spruce �t = rp O m 1 t t tit I +312.582, 26.667 375mm Tree rn 1► '� O I '' tit ^' + I +314.387, 27.939 150mm Tree � � 11 N w A Z � � � 11 " oo P. -- ------------------------- o rn +318.805, 21.238 204mm Spruce G G t' ,u °w to w .. z � 1 O z +318.965, 11.241 455mm Pine I ` , t t a_ h D rn " u °-�► v +319.421, 5.427 455mm Tree I _ �\ ' CAN +320.769, 14.807 150mm Maple I 1- \\ �' ii tl _ - T=--F------ v +321.168, 13.450 150mm Maple - - tt ry -_= - +321.203, 12.180 Light Pole No I J• +321.771, 14.921 100mm Maple (D �\ t t +323.486, 12.626 Sign +322.115, 12.072 455mm Spruce I z - n p I .. �� ` 1 G +323.727, 17.291 Gas Valve imLz) z � +325.306, 16.982 50mm Maple V ��tT' -4--�----� /rn DD P - I ((��� D '�• * 788, 16.230 Curb Inlet 0 z 325.246, 8.472 150mm Pine I O 11 rn o +328.497, 10.943 610mm Pine Q = t1 I rn D II 3 -0 It O I ii l +331.664, 11.163 380mm Walnut - I v I1 +333.959, 16.544 Curb Inlet D C_7 II rn I 0 I -- �---_ ------ -------X334.170, 37.597 Mailbox `G I n / -/7- - +33 481, 22.097 Water Valve --- --- W-- 3-F.8 U-9, 22.817 Water Valve +336.102, 16.219 150mm Tree ! I � / ��i � � � �34,5.429, 22.773 Fire Hydrant +336.544, 5.933 330mm Tree Q I- `----- +336'182, 26.016 110mm Maple +338.069, 12.993 700mm Spruce I / Q �� +83`6 1; , 28.532 610mm Tree I (D °D,�„/ � w +337.550, 28.447 210mm Maple CA RO C7 +340.788, 5.850 460mm Tree ( �J oo C� oo +340.784, 19.796 100mm Pine Z7 1 ' - 0 �. b +341.261, 10.976 430mm Pine D. +341.586, 27.380 Water Meter +343.734, 16.076 100mm Tree 0 1 App. Exist. ' R/W - +342.949, 17.292 100mm Pine +344.198, 15.965 100mm Tree Q I +343.499, 13.147 100mm Pine 10 I I N + +344.475, 23.366 100mm Spruce �. +344.907, 6.135 310mm Tree °.A �+ 0 w �-J O +348.586, 12.933 500mm Spruce O -I I °, n +347.709, 11.982 100mm Pine x +349.391, 5.630 310mm Tree Q 1 M I � � __ 351.016, sZ j -1 I ? - + 10.630 100mm Pine Z I I v� a / (navel) +352.983, 11.440 310mm Tree I I I / / +352.422, 15.517 430mm Tree �-] O +353.776, 5.854 310mm Tree I I I rr r(_ x � I I I �- •° 1 " G I --------- - _ -Fn D= n +357.176, 11.920 100mm Pine O +358.991, 12.093 100mm Tree I > 0 Z +359.537, 11.521 430mm Pine ( � � 1- � W +359.532, 8.963 100mm Pine +361.546, 17.068 150mm Walnut I I i 0 +362.165, 5.450 204mm Tree I d z O I * .-.L +363.490, 15.961 490mm Maple +363.683, 18.382 255mm Brich D 1 1 pO Z z +363.412, 11.164 50mm Dead Tree +364.956, 4.577 Comb. Pole • 150A C =` !' + z - +364.980, 8.552 100mm Pine +365.501, 12.527 540mm Spruce a,� � � +366.239, 5.571 360mm Tree I I X v N o 1�- N �, 1- c +368.361, 20.474 255mm Spruce ' +367.639, 10.889 100mm Pine _ ° ! I a / v ° C O � iv0 > n � I App. R z - I +369.904, 7.709 Survey Marker Fnd. -P o y +370.861, 7.198 310mm Tree (0 n W Oa) M cn o r- -� D CA D z +372.052, 18.526 150mm Maple z J (ASPW k n O cn? • _ - +377.379, 14.124 Mailbox �7 ---------'--- 0 -•< IWT1 -�-t w c0 m M 00 � N v cn v MA TCH LINE S TA . 2+380 SEE NEXT SHEET z 00 2 0 m ((y, g m � n °o -t oz rn Q V Farrar, Garvey&Assoc1We4 zz c _F7 8925 N. Merrdian . Indianapolis, IN 4 5- (317] 844 8900 • FAX(9 )844-9158 0411 s u ll 11g L�11111 e e rs rnK rn �� 0 3 � oll 311 3a rn � 's0 +380.674, 15.747 160mm Tree cZno (b 11 s'� +381.229, 11.014 150mm Tree MATCH LINE STA . 2+380 SEE PREVIOUS SHEET D,II +381.295, 14.073 180m rn o or, +382.386, 8.927 150mm Dead Tree + o --6z TZi� +383.444, 24.047 455mm Maple I\ CA D v7 (AZ +383.579, 7.928 520mm Walnut +383.133, 8.293 470mm Tree U,�z °� +383.751, 18.401 455mm Walnut I n +384.522, 9.766 520mm Oak °DCn i�t +384.219, 8.128 150mm Dead Tree I a N� +384.228, 20.192 455mm Walnut - co +384.761, 15.917 150mm Oak +385.531, 20.814 255mm Walnut iR I `0 +389.761, 19.191 150mm Tree I C4 +389.881, 12.065 375mm Maple +389.976, 20.806 455mm Maple I N +390.848, 14.814 305mm Tree I + +391.563, 18.771 150mm Tree ( +392.433, 4.745 Mailbox +393.068, 12.272 305mm Walnut ( O ' +393.753, 21.767 305mm Tree +394.438, 9.307 150mm Maple I M +394.737, 20.710 380mm Oak O X. +396.153, 17.600 375mm Walnut a +397.144, 18.831 305mm Oak I +398.385, 24.533 375mm Maple 2+400 �, + S +401.019, 12.612 610mm Walnut -4 o I f Q +402.187, 21.432 375mm Maple L � +404.163, 4.796 450mm Maple ( w° a +403.999, 17.338 375mm Walnut a l G G G - I + +406.302, 5.549 915mm Walnut G G l G +408.312, 25.348 455mm Oak I Q +408.596, 19.634 455mm Maple I I * APP• R +410.255, 12.065 Comb. Pole • 301-105 cor +410.565, 5. 21 Survey Marker Fnd. +411.151, 4.431 TBM *12 412.779 3.610 Sign +411.174, 4.617 Comb. Pole • 150A f +,iv + c I T ��,`� + i 413.594 6.997 305mm Walnut °o C? +413.956, 13.301 700mm Walnut o 3 I D I +414.0'-4, 17.180 610mm Oak CU 0 Q I I N :3 `i I I (n ca 00 0 ° I I I I Nca RIO cu 426.156, 4.367 Sign I Z +427.118, 17.412 560mm Pine I I U N +427.206, 21.805 455mm Spruce I I .a D I � I I �D D I 0 I ( ° +427. 10, 15.111 610mm Maple 0 8+429.22 14.220 305mm Maple o +429.967, 20.694 305mm Spruce I �, I M:4 I I ( I N• +431. 96, 5.181 610mm Maple + L4 ar 431.678, 15.151 660mm Pine I r-►- CDCD � � II � ,� o �, 1 I 3 -� � I I Z3 0 J CD D I I i l (D +442.9q2, 9.869 100mm Maple I Q I I +443.2 2, 9.192 50mm Maple ( +443.7 0, 9.473 50mm Maple I I +444.501, 10.329 610mm Spruce o +445.440, 15.130 ,��4•a •• . 9� '%, 400mm Spruce ' w g / (AS� I + W 2P•''• ..a�`;r ' 3 b v +449.71 , 4.754 610mm Maple '''''�F • ••••• •••�����````` °�' � 452822 16.239 375mm Walnut ��nnuu„i�na�� 3 + . ,y 0 � - \ �'y� T +453.306, 21.138 204mm Walnut 0 m p m +453.731, 4.849 Mailbox ' \\ �� ++453.323, 7.6 3 Survey Marker Fnd. rn � M n +454.709, 14.554 915mm Spruce � � - ,�, + ' 6 455mm Dead Tree 0 0 D 0 T T to� +453.753, 13.028 375mm Walnut rn Z +456.115, 5.013 Comb. Pole +� 75618 T \ ,�,:+� +454.881, 10.944 Comb. Pole No r� \ 0 � Z co w O ---__- rn II r 0 ` - FAIRGREEN DR. o III M I r +463.838, 20.438 455mm Spruce n o Z a, +466.261, 4.436 375mm Tree ------- 468.642, m D � I - + 4.453 150mm Tree n g +466.207, 15.341 455mm Maple ., ( D ---- - +471.182, 5.691 375mm Maple 00 ---- -------- m z z �= I /i' W W +474.071, 21.172 150mm Maple .. _ v m +469.091, 13.540 Comb. Pole * 75 A • R(+468.939"A") I j/ --- +' +474.343, 19.214 150mm Maple Ro 16.752 375mm Maple +469.813, 21.803 455mm Maple + +474.582, 8.271 150mm Dead Tree +471.123, 20.700 150mm Maple I °D vim, +474 618, 15.671 150mm Maple v I +471.409, 15.376 305mm Maple I m � � � �� °D +474.668, 9.361 305mm Tree 0 +471.554, 21.748 305mm Ash I ? +474f30, 14.221 255mm Tree M I +471.889, 18.054 204mm Ash I I i +475.038, 11 848 455mm Dead Tree +472.171, 17.126 375mm Maple I n I I I +475.278, 14.765 305mm Tree +475 509, 11.536 150mm Tree I I 00 +475.'736, 10.280 150mm Tree " r +476.396, 7.712 204mm Tree I I > +476.448, 9.920 150mm Tree C� I �(D I I I - .-. +477.0 8, 9.072 305mm Walnut rri I 0 +477. 89, 4.685 305mm Tree I I I Q � +47 .473, 7.510 150mm Tree I II I I I T. _T1 +479.096, 5.010 375mm Twin +482,783, 21.985 120mm Maple G G G G ( I D +483.043, 4.951 150mm Cluster z I I I +483. 86, 5.049 180mm Maple QD +484.V8,Z I i o C 7.432 460mm Maple Oil�-] O D m Q I I I I Q +485.D85, 4.626 200mm Tree y C7 � I i I I I tp +486.3649 5.752 220mm Tree � o I I 3 +487.380, 6.242 300mm Tree b CD o (D D 0 y 0 - e- rn Z0 � C) � D D � z CD 0 �Z Z � w o o I I x Q z I 2 +500 > 00 I I m zo +507.664, 4.674 Comb. Pole + 1507 ® i I r- c M +514.015, 14.795 150mm Maple I I -< w N Z D 0 N 0 +514.046, 18.351 150mm Maple I I I Z -� C_ Z � +514.397, 10.990 305mm Maple I I I I -_� coo O o m cn o r +517.966, 8.248 100mm Spruce I I C� I Z ao z � +519.362, 16.874 610mm Maple (Brush) I I m � p i ( O2_ Z M i I ( 4 -Ox W M CO ;U N OD v MATCH LINE STA . 2+520 SEE NEXT SHEET 00 S 2 0 m m rnn � o o z m IL 0 V 4 00 Farrar, Crirvev&Assoc&tes, zLc _/:;7 8925 N. Meridian • Indianapolis, IN 46260 (317.) 844 8900 • FAX(31 ) 844-9158 * Uz 3 N �a,Z �cn +520.321, 12.117 100mm Spruce -rncn M +522.816, 5.874 890mm Maple 0 00 I I i� +530.595, 6.084 650mm Maple I +536.073, 4.971 Mailbox MATCH LINE STA . 2+520 SEE PREVIOUS SHEET Z I I �� I +538.338, 6.038 650mm Maple I I (no + / 0 I ( I 538.656, 13.026 610mm Maple I o ti I I +539.560, 9.880Yard Light I ( I o° .� I I ti l D D, ��{ I I I +524. 24, 21.877 150mm Maple �N I I I I I Orrj 8 Z I I� I I +527.552, 4.524 Mailbo I I Ito � +53 .933, 5.119 610mm Maple I I I II Q I I I I +537.604, 5.054 610mm Maple Rallroad Tle_ o (D I II o ' ���Rollroad T e I I I 0 �toM x�1�9 1 I I -TI c� v 0 O O -. +548.921, 4.798 375mm Walnut t I I I D ( ) +550.826, 4.176 Sign O +551.355, 19.588 910mm Maple I I I c� I I m App. FL'i+553.749"q") I I I I I c�-n' p n +553.750, .001 Survey Marker Fnd. -► w + I I I I I CD +555.127, 5.097 610mm Maple op +556.657, 4.598 Comb. Pole No I +556.633, 4.387 TBM +13 -46 I I I I N V I L4 -Co - CA 11 II 400 . ti o +563.359, 20.237 400mm Walnut + r.n +563.560, 17.044 610mm Walnut ---_ r*i rn +563.692, 17.959 455mm Walnut `I I I i i' N� '- + ) D I �i ( ( v°D,° +567.P80, 17.769 610mm Multi ��Z 565.496, 21.525 305mm Tree i o V cA I I I i I I +567.170, 15.647 375mm Cluster (A 3'* 0 +567.078, 15.511 305mm Tree I r r, I I a R +56 25, 5.106 700mm Maple N App.� 14.555 305mm Tree +569.441, 20.449 400mm Walnut +569.173, 22.028 305mm Maple o 3 I I I ; +569.421, 19.836 375mm Maple +571.294, 26.900 305mm Tree M II 0 +576.135, 20.287 305mm Maple cNn 3 I I I c(n I I I +579.065 17.905 375mm Maple +579.847, 9.587 305mm Tree I i +579.832 13.809 375mm Walnut I I +580.7 6 5.348 305mm Maple v f P I � I �a c , I � , ,o ,,..........�• 9� I oo f I ApP �,�j• +586.143, 17.242 915mm Tree I +58 .302, 12.417 305mm Walnut z +586.835, 23.300 915mm Twin I I I 588.112, 18.791 305mm Maple ! yc► • • X, 0 '''%'�F •• ••'�� I - C/) ( ! ! 590.403, 4.929 915mm Tree P • •• +590.976, 5.051 Comb. Pole • 5-615 I nnnnnnumu,"` I ni 0 I I ! = m om I r I I ! ! V A A + 10.884 400mm Tree `° I ( I I + A z D 595.584, � CD I I 595 05, 14.329 375mm Tree p M K +595.584, 16.736 400mm Tree �-' I I I , p Z a D m I I ! 599.550, 2.108 375mm Walnut CA + ( I I +600.214, 25.305 375mm Walnut �I I 2+600 v +601.559, 20.923 375mm Tree 4 I I I ! ! +601.633, 6.490 455mm Walnut +603.123, 8.996 Gas Mkr. z I i I �, 1< _ 0 Q I I ( I I I +604.710, 22.814 305mm Walnut n +605.817, 9.075 Comb. Pole • 200-471 �p I I p� M z z II o I I ' ' 3 M v ' M o II o I I +610.834 14.465 305mm Tree O• I I O I< +611.246, 17.639 915mm Maple �- p I +611.384, 11.547 915mm Maple 00 0 Mt Q ° � I i CL II I I I I i RO I I I ( ! +617.831, 22.011 305mm Walnut +618.714, 25.011 610mm Walnut I I I I +618.503, 19.201 305mm Walnut d II I I I I +621.943, 17.968 305mm Walnut I I 0) I I +625.031, 23.714 305mm Walnut +625.394, 19.235 305mm Walnut Z I I I I 625.942, 22.254 305mm Walnut ►-- �] I I I I I +628.053, 17.661 455mm Tree y � d I 629.546, 20.027 305mm Walnut 1+629.681, 19.277 305mm Walnut `b +631.387 24.741 650mm Walnut I I I I ! I Z +631.948, 13.394 305mm Walnut I I I I 632.056, 23.789 455mm Walnut I I I ► I +633.374, 18.706 375mm Maple � II lI +636.755, 23.937 610mm Walnut I I I I I „ +637.769, 12.918 305mm Walnut +638.705, 23.701 610mm Maple I I I I Z I I I I +639.304, 10.945 375mm Twin ! ! APP• 640.935 22.229 305mm Walnut R. � +642.131"q,� i , I +641-18ft-, Z2.397 375mm Walnut I c ICI I OD N O0 0 +645.976, 17.187 375mm Tree I`I I (J" i i La z +647.309, 20.528 305mm Walnut I I I - j j ((D +647.105, 6.320 Sign N cn - r rm z n +649.030, 15.610 305mm Tree C 0 D Z I I I I I I I I (I I I I I I I ' ' . , .Z O D 651.421, 16.484 400mm Walnut o o M O +655.133, 23.027 360mm Walnut X o . , . mm Walnut D+657.459, 16.567 400mm Walnut M +659.368, 13.776 400mm Walnut � ;0 (C n 7 ! ! zo -I g ocznz X Z - � �I � j m � N v CD ;0 00 MA TCH L I NE S TA . 2+660 SEE NEX T SHEE T n -A �7 0 -1 0z rn � v OD Farrar, Convey&Associwtes LLC _F7 8925 N, Meridian • Indi w epahs, IN 46260 (31 71 844 8900 • FAX(317 844-9158 C o rl s z r I tI r i g fir!gI n e e rs ;o 0 �I l { `Da �. O �I°,z o 0. II � � MATCH LINE S TA . 2+660 SEE PREVIOUS SHEET 660.375, 23.777 400mm Walnut l o III 1.4 I 663.344, 19.259 375mm Walnut 1 I D c+ v ( 663.769, 16.634 305mm Walnut I I i ; I ( 666.405, 19.957 375mm Walnut �• I I I I �` I -898.882, 17.J$2 305mm Walnut I I I 1 I m i 159, 11.4 Comb. Pole * 75-613 I I rn i ' c 0 670.770, 11.055 Comb. Pole * 80 i 11 I i a RO 671.936, 22.088 305mm Walnut 671.957, 14.296 375mm Walnut -1 I l i I D 673.662, 19.955 250mm Walnut I I Z3 673.985, 17.816 305mm Maple r- II r r F= App. R _ - o _ Q D -----------_ -------- - 382MM RCP - �� cop., ! ! +680.587, 17.162 610mm Walnut +682.640, 8.006 Mailbox m / Fr n Thick Brush �• III I 1 ;� X III i D ! �. 111 I I Old Rollroad ballast Old Rallroad ballast ? 1 111 i rn i F• i o i Cleared trees & brush 3 +692.225, 9.939 Comb. Pole No * C7 \' I stumps & debrls remain II i � I In ------------------ -- ---------------. o III !A A II I II o Il I i �o � + - �+7 „D III '' .,.,, I 1 , 700.480, 17.654 Elec. Transformer Qp 25 A " ; 2 +700 P =o +701.077, 13.739 Survey Marker Fnd. F II I �\� � \ ! 1 APP R +700.477, 19.964 100mm Walnut ►� I I ' +700.607 20.991 610mm Walnut O)kQ ------------------------------------- _�� _ _____- =��______________ _ \� __- ---- +701.213, 12.894 610mm Walnut CD U.�cn• \-j III 1 \� •� T +706.846, 12.047 Gas Mkr. �. 0 +709.706, 10.197 Tel. Pedestal I \, y \ +709.228, 16.303 Gas Valve +710.133, 9.922 Comb. Pole No * I III \ \, + tv 1 i 710.372, 17.455 150mm Tree I ;0 I III ---------! --------------------------------------- =+ I III I {{ I +714.662, 12.591 Water Valve m o II 3 cr I D III I I I{ o CD X +719.833, 14.386 150mm Tree .� cn I III III ! II I `,,,,,,,,,,,,,,,►,l,ll,�lllllltt�t,,,,,,',,, I III 141 I I c9� =, II 1 I II II !0 C-J, '�•• •� ��, +726.283, 14.529 610mm Pine �� > � erg � w T5 A = I III III ! {{ 1 y . I III I II . •oa,,' I III III I II --y�• ..... . 'ttttttt11111111111NN1"`` I (I I III I II +732.380, 14.559 700mm Pine I III I I I # m m m I II { I I n I III _ I I i 11 +734.769, 14.080 150mm Tree m z I o �+ III _ I{ ,,\ +736.617, 12.492 Water Valve o rn m II { I I < II 1 +736.774, 11.732 Fire Hydrant ;0 Z D m O I II { �- I I1 I T 740.699, 20.301 Curb Inlet �7 v cn { 0 o z O l /� rn - \\\ X 0 ,Z +748.199, 17.253Yard Light IE { ( O �� / �`., I ,\ { { nl -p O Q• `• MI I I -------------------------- ---- ---- ------ -------------------------- --------�`�;;-------------= �,�--- I I CD •, _ II +757.521, 16.974Yard Light \ I I r j +757.864, 13.440 Sign :3. 1 I I I \\I I I {{ I - d +761.545, 12.619 TBM *14 E II +761.561, 12.886 Comb. Pole No * -T ]' I (��� I / I +762.390, 12.769 Tel. Pedestal E I�I I I �� { I I j +764.563 9.774 Curb Inlet L --------------- ------=-- �� � _ -_-_-�_- _ _�� + I 1 - � - ----- �� ��'----- �� 764.646, 9.792 Curb Inlet �I ii I II I I °`, III ii � I ICI III II III I � � III I. I ` +768.120, 10.262 Sign I I �n=====_ +768.564, 19.413 Curb Inlet 1 I I I Q Cn ►--3 `-' I I I {I ( i i I I) 1 I mII I +770.490, 12.663 Gas Mkr. b I E ii G-- III E H { +772.033, 18,873 Light Pole No II I * i � I III II III I I� L`-� = m > +777.206, 14.191 Light Pole No III I II I I -�)1 > C7 C7 III { I I 1 � L4 D D Z O -1 (n (7 Z Oo > n r ~ r O = Z W N o ZOO \ O \ m Q NZ y � z � -, o Off? O � -� � � °zr NFq c = a 0 M m N Ap r -Z-� � V z co 1 O n N -< M LAI w v Fn C"L4 a 0 a � -0 (n � 0 M = 00 ��•+� 002 o m Nz m rn m �' ' coo - n +804.810, 21.164 Survey Marker Fnd. \i> O � o z M 00 Farrar, Carvev&Associates, LLc 8925 N. Meridian . Indianapolis, 1N 46260 (3179A37) 8 ) 844-9158 C o r I s a I t I r 1 g E rl g I r I e e r s �UZ Z O m + II � m III II rn OZ 00 N O� . P N3 �V 3 YJII I f +935.127, 1.930 1.930 150mm Tree 0 D� D, nNK ,� III III N I O III `� �.• + z 3 ooz m II III III r— 111 ` 940.328, 2.307 150mm Tree -0 m I IL II J III I III III G) III n Fn m M , III III III III `" +952.149, 18.948 Surface Inlet ,, III I11 `\ +946.007, 1.894 150mm Tree JJ L D III \\ � ------ " Q No cZi� COm cZn +951.2074, 2.001 150mm Tree +0 z Ovcn I I Ill III III � o � O � �' � O I {) Q 13 �' Da i i III �I l ll _ (l I I l) ``�\ --q +956.623, 2.114 150mm Tree III Ill (n n _ \\ ! Line"s-1—A -v a I I '� III co I III III " 0 '' ` ' n P 00• 11 v III III III III 00 !fin If 11 n y� 962.478, 14.345 Water Vavle O I I I`II \\ Q'0 11 �• +962.324, 1.998 150mm Tree "00 CD 0 11 III rn III III III ,.-+� c�1 N co zll =3 3 OD cn D� III °p III III I it `\" ( � � � °w `a' � w 3 Drn� UZI �3 61 N � � :3 _ \ � -- O a +967.876, 2.175 150mmTree 2• \ v, � I I Z —l- II III I{ III fII �`� 1 .. 0 0 I II i II I 0 (n Z 1 III III �L I ` II \` - +973.033, 1.905 150mmTree W co m 11 II -' E E co (>) O 0(n (n 0 I t o 1 \\ r11-a 1 i 3 /// �, `i\ m DC� n � N � � 11 \\ 00 m o J a o i i %/� n 1 \\ App. Exist. R/W LNI co o MCA a App. Exist. R/W 1 1 / / T � T �\ T T --� rn X.V) m Ds cD : 11 V , + \\\ o Z 00 I co cn c� + O = (n Z D D (D o <> ° Sprinkler _ ZOO I -v < n W - �„ W ry D I i N - 0 N 0 - II i cr) -1 co = =r (/) 0 1 16th STREET - ( °ff) m �N Ln 11 1 16th STREET o `� m 11 3 90000, 001, II N N o I I Cr Li e "I, " &--,A P . Sec. Lin 5+000 50'T=====______________ _----__ ``````.` d .,,''' ►, 1LJ� \ \ `�\\` /j� ® 179° 39' 50" CHIP. �---------- /� �� jA (Grass) O CD %,,,,/yF ••......••0��`10. (Gross) I `R _ °m o rn I it (/) m A I / / App. Exist. R/W D n n z D � � II _a � + —I � Z I ii I (' I °J° � � � 0 0 App. Exist . R/W I II Nv�oco m ii �,. 0 I - -------------- � ii III ri D 1--------- 0 Z z 00� I I I III � I C: _" ODD II " II I Z -0 � 0 D_ 11 1 �• W umi D I! J/ P� m 0 I_ 0 Z +024.572, 5,321 Gas Mkr. ii D I 0 A z 11 U)0 m rn �1 +029.110, 4.025 Water Valve II ii (A haff) I O 1< 11 11 ! D o +032.620, 14.387 610mm Walnut D > 11 Planer . m I li I j O +033.969, 8.189 Mailbox _ (n m rn inn O it D ! Q —rl N ii O f I ! +037.249, 9.272 800mm Walnut o �" I 11 o m I I X C- d z I 11 Iv m t� nZ � I II II I ►.d O � Z II III G Z � � ° I ii - m I�ill `< I „ � �I n m D ( i1 Ill A (+045.459"S-1-A') t7l -o I u I� + I +046.145, 13.749 25mm Cedar �1 I ' +047.047, 11.915 25mm Cedar r-+ II +047.938, 14.885 375mm Oak CrJ I it ! +048.827, 9.805 25mm Tree y G7 orl 6, I II I j +049.644, 9.889 25mm Tree +050.482, 15.239 25mm Tree ►•p ( II II II 0 +051.268, 9.780 25mm Tree Z I ( Ii 11 I +052.073, 12.131 25mm Cedar I " +053.193, 8.788 25mm Tree I it ! +054.205, 11.172 204mm Walnut II if 11 +054.996, 10.628 380mm Walnut +055.797, 11.489 400mm Walnut I II 11 ! +056.622, 8.064 25mm Tree o +057.549, 11.427 25mm Cedar +058.616, 8.263 25mm Tree Z +060.152, 9.590 610mm Walnut I i1 ii j K +061.974, 8.368 25mm Tree +062.764, 5.489 Mailbox n _ +063.659, 9.308 375mm Dead Tree I II I ii -I- 0 +064.511, 12.635 275mm Walnut Il II I < II ii l ii i (D 2 II I (I ii + +067.882, 10.829 29 455mm Walnut 0 +069.370, 7.279 25mm Tree D z ry o O C- O +070.276, 8.694 25mm Tree z o n +071.155, 12.255 305rnm Dead Tree UD 0 C mto 0r O II J� I I n 1 +072.052, 7.825 25mm Tree A a +072.643, 1.205 Sanitary M.H. I ��% 11 �' 0 +072.929, 11.180 700mm Dead Tree R III �, 0 m m I II I II II ii Il ii ! 0- +074.668, 7.208 25mm Tree ® I II I it A (+075.939"S-1-N') +075.442, 10.712 100mm Tree ii II 11 +076.181, 11.262 375mm Maple 11 II l II �,0 1 N +076.921, 8.817 150mm Walnut o (D n +077.634, 8.817 375mm Walnut II II N• r+ -►- +078.397, 12.119 100mm Maple —�i II ii ii C 1 po`G p +079.252, 10.426 100mm Maple ----------- Z3 CO o rn � Z m MA TCH L INE S TA . 5+080 SEE NEXT SHEET 0 0) m N � � -n o J Q 00 Farrar, Covey d-Associates, LLc 8925 X Merfdlaa . Zadranapobs, IN 46260 (3I7) 844 8900 • FAX(317) 844-9IS8 C o rl s r�1 tl n g En gl n e e rs �z �z � I � I 3z 7-1 I I I -r r,,- +I 1 10. 8 O II _r • � MA TCH LINE S TA . 5-(080 SEE PRE I/IOUS SHEE T s I "° Z 1 „ , +080.125, 13.994 150mm Oak o M +081.001, 15.879 204mm Maple 1 +081.775, 10.235 150mm Walnut +082.583, 9.913 375mm Walnut +083.395, 15.317 15.317 150mm Maple _ =c D= ,.0,(n �� ii j +084.248, 14.437 100mm Maple Z a 9)3 h r it ii s j +085.059, 10.076 100mm Dead Tree '� II +085.883, 16.037 375mm Oak cn �� m o II C ii I\ ii ", ! 00 +086.821, 10.476 150mm Oak M ''� II ii II II li I � +087.935, 11.084 150mm Oak " II ii II I, 11 +088.979, 17.952 610mm Oak r m L +091.156, 15.915 305mm Walnut II i� I\Ilii ! +092.147, 12.259 455mm Beech +093.252, 18.656 375mm Maple II ii I,I�I N +094.043, 9.860 150mm Maple � +094.432, 7.602 Mailbox ii \ ! tD +095.047 9.297 375mm Walnut II rn � v 11G G XG t G 11 \ w ; +097.399, 7.792 Mailbox x ® ( ii \ +096.958, 16.357 150mm Tree II 5 + 100 G \ G ii 1 '•�' i _rn -_ _ �� I I II 1 � N�► \\� j II L- ---------------------------- II \ + +105.299, 12.213 50mm Cedar +106.166, 11.885 50mm Cedar 450 Drairme EaswW +107.006, 13.256 375mm Maple +107.835, 17.560 1880mm Cluster D \ I ii 1 \\\ (+109.467"S-1-A") +108.626, 13.792 50mm Cedar I I \ +109.424, 12.645 455mm Maple App. Exist. R/W +110.182, 15.734 455mm Maple +111.033, 19.508 255mm Maple _____ u 1 --`-`----`- _ 114.834 7.298 Sanitary M.H. +114.468, 12.651 Sanitary M.H. ��,t-----__ _ ==�F ------------����t====------------------- -- ------- -------- 1 II - --------------- � 11 3 II I I I „ +117.658, 18.960 Fire Hydrant co II � II I WOODVIEW NORTH DR. o � I1 II II N �• II /H7FH12,4�7*0-11.' 0 Cn 11 1 ii I /%� "S-1-A") +123.765, 15.912 Water Valve 00 -" r� II II +124.534, 16.074 Fire Hydrant W= n + O0 N II I „ ( /// xist. R W C"v ( i i 1 /I ag�e Easement I CD 0 wN ii ( 11 II // +127.709, 20.965 610mm Oak D= I App, R it 1 �� 128.723, 16.471 150mm Spruce u +129.824, 11.695 610mm Oak +132.706, 14.181 Storm M.H. +132.944, 21.311 Storm M.H. ii I ► ► ( I n 1 it rn -------- -----� 11 II It i I I j t It If It tv 0 ' I 1 " 1 cn °a fD ! It t �I It 00 rn �? °0 3 °! 00 I � � I I r n II 11 M r �• °; I ► r II c� ii '� ' o° �a C '• I .` '. I I I � _ D = _ p: �° j ' 1 r i I ii 11 11 M I (p +148.208, 5.221 Mailbox o' rte, I = ; Ir , 11 j 20 I I I I r CD (� °• i ' 111 I 11 j j I i O O = v -nom _ ! �► r31 11 I � II v I I 11 I i i (Aspl�t) n ° o m � oo 11 cn z Z0 --4 - I r ► ) I 1 II ; DC� n v i co w ; ► y rn n •,1 ; °D 11 1 I II I I I I q t+159.759"S_1_A��) r v pZZ r ► I I 11 1 ii 1 1 ZL- __ rTl %�� '��• /�'/ 11 I I L II I I NP O z Z z w� \� //�' ' II II I I I C 00 rr II i � m //// I 3 rW I I X z +167.696, 12.464 Sanitary M.H. XX,/X / rt ' ( r P m +167.812, 18.583 Gas Valve / I t I I o �1 +167.994, 16.677 Gas Mkr. / r r /�� I II 1 I i --� ° +172.485 12.844 Sign / r r G /// 1 II �.. ; �- a " STREET (APPLEWOOD CIR.)" + G r I I ! O I +173.075, 25.045 Sin I I "SPEED LIMIT 25" g -® - 1'--► '� I +173.751, 20.009 Curb Inlet =_____ I c� i 0 �_- °' � i 3 1 ii li I rn � I ii I\I ° 0 APPLEWOOD CIRCLE I � I ;; > ! ° d I i i (Asphalt) m (D II ( n x. ' P182.795, 19.515 Curb Inlet trl y Sign "STOP" w- +184.009, 12.852 X i C'7 tt +185.602, 0.828 Sanitary M.H. 189.011 18.097 Gas Mkr. \ \ , , \\\ II I i N i ►.� 188.96b, 17.972 Gas Valve \ II ; , a +1890 18.884 Gas Mkr. \ , 1 < II II Cn I I A (+190.239"S-1-A') 191.200, 18.638 Light Pole Ln I 0 . 00-4 I \ -\ II y 0 +194.995, 22.151 Elec. Transformer ���, �' ® I I \� I I II (Asphalt) x y +196.614 20.078 30MM SPRUCE ��'\ y i + _.1 " D �-+ \, I I j �I \ I I . +200 +201.556, 19.281 30MM PINE \ i i I 1 I I ' U) I +201.265, 5.148 Mall ox G � +204.355, 18.043 20MM TREE O ! I ! y I „, ° ! ! 3 +206.420 14.248 305MM TREE ; , m o Q °_' i ! XI 1 11 I - 11 � r v 29 +208.783, 20.923 30MM PINE rv ° D � zoo � � rn v D ! i i! �I 1 11 ii I I r o � � � Z ' oa . C7 ! tI� \ 1 1 n I I o - Cp O m M (n O r ,�7 I� I I I; ( I I I II I W °O D v, +212.177, 19.008 20MM SPRUCE o <• ' O- i i ` I I ii I I < +212.736, 15.143 610MM OAK I "' O I I, ( I I " 1 1 0 +214.309, 6.243 400MM HICKORY +215.347, 21.991 50MM PINE i I I I I u I n I e I I I I ii I I �- rn +217.669, 18.987 50MM TREE V) ! �, I Li I I 1 I ii I I +218.500, 14.327 305MM TREE 00-w v v +219.800, 22.667 50MM PINE to ( i` �° 1 11 I I 1 ( ii I 1 I:'r +218.735, 9.669 455MM MAPLE l CO r+ c � N v v CD r^ 0) n N (0 -n 00 � Oz M v � 00 4D x0 N t N m IL SEC. 36, T1 8N, R3E E CLAY TOWNSHIP C o E E HAMILTON COUNTY N 0) � ' `t N 0) O N ►n N �' N N Ul) to C14 M c0 M � m N � t0 Nw N N N O N cD + M 1 cD 0 N I I II co O + 00 ^ 0) d 11 00 00 + lI 1 I I I 11 I I II I 1 II Il II I I I I 1 \ Public Service Company of Indiana, Inc. \� y II P.S.I. Energy, Inc. 11 � II � 1 I --------- _ , !n I I W ----------- ------- U W T \� T App. Exist. RfW ® T T - -----T— ---T--, T ,- ��'''- _—_---- ------AsR"fW- ----- �u P.O.T. 5+840"S-2-A " GUILFORD RD I Line " S-2—A' S 00031,0011 E I I I I (Apl�oltl � ; • App. Exist. RAW /----�/ :-----------_ Exist—� � / W AIVJ Aldo \ �\ Donald M. & Waneta Dunkerly \ \o w �\ \ o1a �, \ R 1 Z v I a. a O E I 0 o I v (o I ,.� co O Uj � � N SEC. 1 , T1 7N, R3E 0 o 0 CLAY TOWNSHIP N M N HAMILTON COUNTY m 0 + + + MNS S. SIDE WOOD STOP SIGN POST �u��N"N"'"""""���,, HORIZONTAL SCALE BRIDGE FILE L A. Fggy, RECOMMENDED INDIANA 1 :200 Q. ti FOR APPROVAL VERTICAL SCALE DESIGNATION DEPARTMENT OF TRANSPORTATION 3 UNE "S-2— " ' �, �° YDESIGN GINEER DATE NONE 9785910 p 20913 SURVEY BOOK SHEETS j � = MNS NE SIDE MNS SE SIDE ,o'• STATE OF :'� DESIGNED: GE DRAWN: MP LPA JOB 39 of 178 305mm PINE 305mm PINE p�;'•.,/fir ;..•- �, : � GUILFORD ROAD �- EXISTING TOPOGRAPHY CONTRACT PROJECT IVAL � CHECKED: MR CHECKED: P.O.T. 5+840 "S-2—A" MNS R-27495 STP—B886 007 i Farr$r, C,& vey&Assoclstes, LLc 8925 X Meridian . Indianapolis, IN 46260 (317 844 8900 • FAX(317) 844-W5,? ozo Co r!s u I l i rlg Erl g I n e e rs o�z _o a; �N o o +-1 ti vN CL '> a �j 00 �' va��ZZ - O0 n C c� Ine MATCH LINE S TA . 5+980 SEE PRE VIOUS SHEE T � (D D=n. -oz o r �S-2-A" a -D (AM N p _ i ZD °oN 3 Da — —! f � � � , �• n• III rnm a , + ° (D co CD •`° �" 1 CID ° = P.O.T. 1+58,3.829 "All o n 3 _o P.I. 6+007.178"S-2-All o o rn-+ ;,,or = P.O.T. 1+576.622"A " ,` o \ ° o� a'o 3-!!V) c `G �1 O (� \\ ry rn > v cn CAN / O \ 0).m ? Na T r N \ WIL Ine IvD �S-2-A tl G G nom ---'—fig-Exist_"� *!-- -- o w -- r—— — — -- 89031' 02" 1 16th STREET ow 3 1 6th STREET N Line " A" & App. Sec. Line I - tl _ 6+000 0 o`a° � co N 89°28'02" E a tl D Q 9003110111 CAN --— CAN _ A ------_.,I— --------- _ ' ' CAN n -------�-----------�� "�� _- _*----x`-11'' / /---"'----.r --------a--------- tl— App. Exist. R/W I ----- --- ---- - ---------------------- -- . ---- ------- , \ \W I ' r- --------------------------------------E----------- ----- I I ! 1 I C rn -- I I I I A . Exist. R PP W � / I I 0 ----------------------------------- I i I I I I bw I I cn io CID 00 _ I I I I I a c-) I I C p +040-042, 7.225 610mm Maple Q ; m i I I II _ c > ° I I D I3 II C I O I 0 I I o ° i°m I I I X X I 0 1 I c i I I I I � o l 3 ' � � I I I I rD j I I I I i I V) +049.827, 8.455 150mm Maple 00 II V z sa '�' vr. = ( I o0 �,' 0 w' I I I °° o z. ..•aa ; I I � z .yW o I I I i i I CA � +057.178, 7.311 610mm Maple Cj I � CA orn _ p rn +061.560, 11.937 15\e . Tree �' �, / / i i °•�',' M +061.619, 13.130 Tel estal a w/ / if 00 D +062.727, 12.343 Eransforrrtgr - / / I I cn m -° +063.057, 17.775 Weter \ ,� i ; N +063.220, 6.685 610mm Maple m m +063.313 29.950 Ma< m +064.609, 22.747 Sr \ S, ••ddd —. _._— j/ i i / +066.918, 12.886 Curb In +068.196, 42.132 150,rnm Cherry - -''———— `-i rl m _.. — .._ +070.893, 47.554 150 Pry .�efry i i /�/ _——— — — +070.908, 2.678 Maple Ln n v Z +071.975, 43.286 15�mfn Cherry I I // ; ; `�� +070.620, 4.916 Maple m D 074.268, " �;� +072.960, 5.071 305mm Maple X z 41.875 Bush X z z +074.743, 43.141 Bush m +075.845, 43.553 Bush +075.526, 12.820 Curb Inlet I 00 PO +081.856, 1.188 Sto�M.H. / M/� - v Po ; Ln +083.949, 17.690 104 rr}rn pruce a o II I' 2 m PID Ln cc w III III rn CA III III ° � ►-� n II I I z ° 11 11 ° � � nm III jlI 0L/) Z n III ►I =- z z � � - III III � Uw r yo o III �I I m ° � o II II o " z z III I I I b � z ° _ w m II �1 o � II� II x y I�I II o III I z �I) III I III I III I III I III I r- � m III I N D Z n :� o C- � z �o � III I (0 ; 0 a) Ln � a) g (n III I M III I m III I III III I III I V) 0 I c0 m ;o N 1-J v 00 O- % c00 D rn O) o N �I 0 � oz M o v 00 Farrar; Gaf'vey&AssocAmes, zzc~ _F7 8925 N. Meridian . Indianapolis, IN 46260 (117� 844 8900 • FAX(317 844-9158 COaSuIMrIggE1g' 7eerS -U-0 00 00N + W ' OcnN v 3 ON 3 N� �D� �3 � I I = II I , -P �' �4— D : t 3 i\ I I D C� n t ' v O � z -trn 11� I o I nzao O cn z t ' z - i I i o w � I I m App. Exist. R/W I , I t i I � ANN i ® I�.OVO i iON (Gravel) t o D C) I t� m 11 tI X Ji i ------------- ---------------------------------- ----------------------------------- -----� I I II � I � ==�r----=________________________________________________ _,oz-_________ _____ LOA J - r (Gravel) - \ (Gross) `-------G — '' 6th STREET App. Exist. R W _ Line " A) & App. Sec. Line I 0 . „ 8+000 N895014 E 11 -� 116th STREET �p-EZ --� — U1 � � N / m® (Grass) \ \ .� o (Grass) II II II II II II D �., � I I o �� I I I I zo -� z :I Jo ``,, I I --- II O II II z II z ° o rn I I D i7 y 11 F I ( +036.179, 7.616 150mm Spruce Z v my O G G I I I I +036.224, 9.730 305mm Maple Dm ° G G +039.661, 6.075 305mm Pine I I +040.815, 8.326 355mm Tree �, � II II -v I I I I +042.970, 7.670 255mm Spruce 0 o z I I I I D m D CDC 0 I X z 0 � � II I m my rn I ( I I O �• +048.050, 7.721 255mm Spruce m :+ � > I I +052.899, 4.008m Mailbox ®I I I ml -------------------------------------- i i 1 I n I I I 1 CD +057.545, 7.781 255mm Spruce 11 � I d II 1I o0 CTI +061.227, 4.079 Mailbox :3 I I o ,�1 I 1 1 ���\ La 1 I � I �' o I I o o I ,r I I �, I L D E19 III o � � 0 1 111 C +072.891, 8.339 150mm Pine 9 1 1 11 APP• �(+072.88411S_4_A � 11 0 +073.075, 5.817 150mm Pine X- o + 11 x a w� II1� � 0 0 p Q 1 I 11 v z a 11 ii 1 1 cn D 1 1 ii II II A R-YS_4_A") I I n 1 I +084.125, 5.687 610mm Multi Tree ----------------------------------------------- G7 I v � D � On No it I 1 N z n I ii I I D En a) o m App. �t +092.335"S-4_A" 1 I II I I ° II 0 o I u "' w;o CO II n II c� Zb �_• n 0° ; O i1I I t 1 �1�1 1 I I I 1 I � 8+ 100 0002 -0% �o m a rnn � O z rI � v OD LL LEGEND (TO BE USED WITH THE PROJECT, O SEC. 35, T1 8N, R3E CURVE DATA © 150mm cement Conc. Pavement for Driveways © Conc. Center Curb Type "C" Modified CLAY TOWNSHIP P.I. 0+979.986"PR-1" 0 HAMILTON COUNTY 6 = 2°30'43" (LT) O HMA, Type A, Approaches ® Sodding (Nursery) () NO CURVE RUN (90 kg/sqm HMA, Type A, Surface on 0 Retaining Wall + I +9279.9m Lt. 150 kg/sqm O HMA, Type A, Intermediate) on O Conc. Curb Ramp STR. NO. 11 Technology Center Associates, LTD 200 mm Compacted Aggregate, No. 53, Base (Type is Indicated By Letter Inside Hexagon) MH J,4 & l m of gy +955 +965 UE HMA, Type B, Approaches 750 mm Plpe Req'd. 2 m 2 m (90 kg/sqm HMA, Type B, Surface on 150 kg/sqm HMA, Type B, Intermediate on Lincoln Income 240 kg/sqm HMA, Type B, Base on Life Insurance Co. •927,9,6m Lt. a Temp R/W for Lawn Grading 165 kg/sqm QC/QA-HMA, 5, 76, Intermediate OG19.0 mm, on STR. NO. 12 '�--____--- Remvve Exlst.MH & - 240 kg/sqm HMA, Type 8, Base) Rene wlth 3 m of a 1.�M�ts -'" -----_ _ or kr� +960 1 HMA, Type B, Approaches ° 0 750 mm Plpe Rer/'d. +940 G ,s ' R/W 90 k s m HMA Type B Surface on Ex. R/W(13.031) ,, / ( ) ( 9/ q � YP � ,-''� Ex. R W 13.055 150 kg/sqm HMA, Type 8, Intermediate on App. Exist. R/W ,-' App. Exist. R/W 660 kg/sqm HMA, Type B, Base) - Qj OF Sidewalk, Conc. 100 mm 1 ® Q Z OK Full Depth QC/QA-HMA Pavement �. 3 ..� W � 90 kg/sqm QC/QA-HMA, 3, 76, Surface 9.5 mm, on _ _ _ -- lu 150 kg/sqm QC/QA-HMA, 3, 76, Intermediate 19.0 mm, on � o � Saw Cut P.C.0+962.987"PR-1" 1 �` 240 kg/sqm QC/QA-HMA, 3, 70, Base 19.0 mm, on N r7 g/ q / 1 16th STREET + to) 6.864 m, Lt. 165 k s m QC/QA–HMA, 5, 76, Intermediate OG19.0 mm, on 240 kg/sqm QC/QA-HMA, 3, 70, Base 19.0 mm P RK P.L0+979.986"PR-1" O © HMA Patching, Type C PR- 1 » ►�i (Mon. Type "B" Req'd.) co P.G. (90 kg/sqm Line HMA, Type C, Surface on .� 150 kg/sqm HMA, Type C, Intermediate on N 89°11'56" E o M O P.O.T. 0+879.862"A " o N 720 kg/sqm HMA, Type c, Base) Line "A" �c A Sec. Line � ° M Q ® HMA for Sidewalk (Multi-use Path-Bicycle/Sidewalk) pp (90 kg/sqm HMA, Type A, Surface on N 89 007'52" E LO r� o ti� - _ 1 �I 150 kg/sqm HMA, Type A, Intermediate) on l l-_ _ 100 mm Compacted Aggregate, No. 53, Base *909.3.5.8 m Rt. --------=--- J --- S 150 mm Compacted Aggregate, No. 73 Q P STR. No. 200 p App. Exist. R � C Constr. Limits- � ® Milling, Asphalt, 38 mm and Resurfacing With: No Change R eq d � , V 90 kg/sqm QC/QA-HMA, 3,76, Surface 9.5 mm App. Exist. R/W pp /W ` -- .-964 D X. ---- +973 � ��- i �1 Milling, Asphalt, 38 mm and Resurfacing With: +x. R/ (11 .314)11 . 90 kg/sqm HMA, Type A, Approaches 0,61 325 OW Widening With HMA, Type C OJ5,, 0.435 +964 � +973 (90 kg/sqm HMA, Type C, Surface on 0.025 15 m 14.989 m 150 kg/sqm HMA, Type C, Intermediate on Of Temp. R/W for Dr. Constr. 720 kg/sqm HMA, Type C, Base) 6 o P EQ: J o 15 Curb & Gutter, cons. __ 1 BEGIN PROJECT STP-B886 007 a- E 16 Curb & Gutter Combined, Conc., Modified (2% Slope Toward Pavement) P.O.T. STA. 0+960.130"PR-1 11 -52 0 00 1© Curb and Gutter, cone, Roll = P.O.T. STA. 0+960.298"A", 3.709 m Lt. I Lo 4 Kevin Armour Joe T. JR. & Geor anna Smallman �� Billie F. & Maudine Clark Curb and Gutter, Conc., Modified Northern Heights Clinton L & Elizabeth Brown + Lot 10 g Northern eights Northern Heights Northern Heights Lot 11 g Lot 13 Lot 12 SEC. 2, T1 7N, R3E LINE " PR-1" TO BE CONSTRUCTED CURB & GUTTER, CONC. MOD. CLAY TOWNSHIP ALL R/W ON THIS SHEET TO BE AS SHOWN. HAMILTON COUNTY ALL R/W DESCRIBED FROM LINE " PR-1" , NOT TO SCALE EXCEPT AS SHOWN. 0 M N Incidental Construction for storm sewer installation o 261 + 261 0 yN �� 260 260 EARTHWORK BALANCE Z BEG 114 PROJECT ST 13886 007 + v , Fill + 25 3* STA. 0 960.-130 PR 1 p o9' 23,665 m 259 Common Excavation 34,570 m3** ~ EL. 2 7.934 259 Waste 10,905 m3 (MATCH EXISTING E EV.) °� " P b Pro osed Grade Line PR-1„ ti Estimated Sub grade Treatment 50,790 m2 N , w 258 Includes 509 m3 for Dention Pond + +0.73% — 258 Includes 460 m3 for Detention Pond --- — — -' — — — -- of Ground, in_ A . d. 257 � � o 257 Exist. San. Sewer of 450 mm Pie +0.75 256 70 3 m 256 Inv. 255.871 Exist. San. Sewer 255 I Inv. 255.341 (Plotted 1 m above Datum) 255 o G - ------- _---�— _ 0 c6 00 _ -- - - -.� 254 ----;_�_.._�. — — — -- --_— — — --.----- — --- ------ _ �— _ -- N 254 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 ,�� HORIZONTAL SCALE BRIDGE FILE LINE A ��E` A. F� RECOMMENDED INDIANA 1 :200 w ��````� FOR APPROVAL � — — VERTICAL SCALE DESIGNATION CONTROL MNS IN 3.237m 29 ' v�;�•' �':�o DEPARTMENT OF TRANSPORTATION JOINT 0 BC 3�6� � X13 y DESIGN GINEER DATE 1 :50 9785910 5. MNS$NE SIDE CUT ")C ?-o STATE �..,:`� DESIGNED: GE DRAWN: MP SURVEY BOOK SHEETS M.B. #507 W. RIM SAN. MH. ;,�o�,�...f,� .. ��,,,� 116TH STREET LPA JOB 42 1 of 1 178 �''''•,,FSs/ �. •• LINE "PR-1” CONTRACT PROJECT P.O.T. 0+879.8 A '�vg„����N�1����� .•�`` CHECKED: I+AR CHECKED: MAG NAIL SET MNS R-27495 STP-8886 007 CURVE DATA LT. EDGE OF PAVEMENT SEC. 35, T1 8 N, R 3 E CURVE DA TA CURVE DATA LT. EDGE OF PAVEMENT P.I. 0+981.292"PR-1` 6.834 m Lt. CLAY TOWNSHIP +055,11.7 m Lt. P.I. 1+069.991"PR-1" P.I. 1+070.000"PR-1`, 10.2 m Lt. O A = 4°34'56" (L T) 0 HAMILTON COUNTY STR. No. 16 A = 2°21'26" (RT) A = 6°24'19" (RT) Q Indiana Municipal T = 18.004m Q Technology MH C-4 & 565 m NO CURVE T = 27.977m �-- Power Agency L = 35.988m + Center of 450 mm Plpe Req`d. I L = 55.895m R = 450.000m +998.6,9.8 m �: Associates, LTD R = 500.000m + +100,125 m Lt. E = 0.360m STR. o. 13 r -055 S.E. = N.C. MH C-4 & 70.3 m STR. No. 1 S.E. �� N.Cm T S o. of 450 mm Pipe Req'd. +998.6 T - & l.6 m +080 MH C-4 & 459 m CB.STR. No. 14 of 300 mm P/ R `t 20 m of 450 mm Pipe Req'd. Temp. R/W for CB. C-15 & 1.6 m � mod' 20 m R W Do Not _----------------------- Lawn Grading of 300 mm Plpe Req'd. __ '__ -------- ------------------____ ..,� Disturb Tree W ------'-- __- +005 � ^� _ ---------------- R/W(15.858) Limits _ _ - - _ - - ® STR. No. 20 __ Constr. Limits Cons r____- - C.B. C-15 & 1.6 m ---- _ of 300 mm Plpe Req'd. W --- -- W App. Exist. R WON ------- ------- - • Z j P.C. 1+042.802"PR-1" w P.I. 1+070"PR-1" P.T. +097.97 "P -1" 15 1 9.128mLt. °1 10.2mLt. 10.2mLt. ----- __ _ c,� P T +999283,,PR_1„ �u w + �� _ �� P.L 1*069.991„PR_1„ � P.I. 0 981.292 PR 1 w 7.505 m L t. � Mon.__T e_ B R 6.834 m L t. ( YP „ e 'd.) K P.G. w P.G. Line " PR- 1 " N 86 041' " E K N S 89°02'39 P.G. {0385,7.4 m Rt. 87° 51 ' 56 co 87° 51 ' 56" `/ E CO STR. No. 201 1 16th STREET o O P.O.T. 1+000.000"A " Ad just Casting to Grade •Aell 3•7m P.G. co • - A & A c. Line � 1 CURB- �" `• N 89°07'52" E Do Not Disturb Trees Ex. (9.116) W f _ Z to O ---- ---------------------------- - © - --__ __ Constr. Limits ` c0 E . r7 Constr. Limits ' R W \ +PL 035.448 C '�?"`- � -------------. � A Exist / � � __`-_°' c0 V D ; m R W 4.091 o-- E O Ex. R/W(11 .727) O i +997 •998.6 +PL 035. 06 694) o rn --- - 1 z J EX. R/W STR. No. 15 i 17 m � 14,249 m + Constr, Lj is _ Temp. R/W,-1 or .055 mi -- -- - _ �- (12.042) Inlet B-15 & 147 m ,p 17.4 4 - - _ ® W +PL +997 of 300 mm Plpe Req'd. Dr. Constr.' STR. No. 18 -------_ ---------------------------------- W 16 m Do Not Inlet B-I5 & 19 m E _ 16.328 m © °� ,' Disturb T e "� of 300 mm Plpe Req'd. M '100 Clay ownship • STR. No. 21 Temp. R/W for " i o,�Co N Dr. Constr. °+ ; Regional Was e ;'� +053.541 25.129 m +r- inlet B-15 & 24 m W �� ` I trlCt ; Begin Proposed Split Rail Fence of 300 mm Plpe Req'd. W Darrel & Ella Mae Diediker / � Northern Heights p Billie F. & Maudine Clark _ g App. Exist. R/W a �'F A Exist. R/W z Northern Heights U W c� M,ri E N - Frederick J. Day LO <t +3 a +038.6,207 m Rt. 5.20.5 m Rt. W STR. No. 202 STR. No. 204 1 �� SEC. 2 T1 7 N R 3 E No Change Req'd. No Change Req'd. DROP CURB DETAIL LINE " PR- 1" TO BE CONSTRUCTED 0 CLAY TOWNSHIP +028.4 Mod. Cl. I Dr. Re 'd. 44.1,20.4 m Rt. 2`L ALL R/W ON THIS SHEET TO BE AS SHOWN. 0 HAMILTON COUNTY W = 3.3 m +039.6 Mod. Cl. I Dr. Re 'd. STR. No. 203 0• NOT TO SCALE ALL R/W DESCRIBED FROM LINE " PR-1" , W= 5. m No Change Req'd STR. No. 18 EXCEPT AS SHOWN. V.P.I. ' EL: 258.441 441:.... .. 261 40m V.C. 261 o co ►� N O V r _ � o 0 64 260 o Z Z 260 a o a _ o g 259 + 259 00 00�, to o + - b rn +0:65% °� q -- „ " a ti _._ .. ._.. ._.. Proposed__Grade me PR +0.73 - . 258 Exist. Ground Line "A7 q w 258 r� b • I 257 45. ' m of 450 mm Pi e � +0.50% o P 55 m of 375 mm Pipe ® +0.64% 257 a 56.5 m of 450 mm Pipe ® ' +0.50% ; +0.75% Poe Inv. 256.909 450 . rr�m L 70.3 m f P I Inv. 2...6.680 256 Inv. 256.39 I 256 I Exist, San. Sewer Exist. San. ewer I S 255 I (Plotted 1 m above Datum) 255 00 .- M t0 00 n '- O .- c0 r- t0 h to N Qf c0 t7 I O f� t� O . _.----, - - - cD N -._- - O N N M -�_.. - - - -- 00 00 00 00 00 00 -_ 00 _- ----^ 00 00 Op _ -- /� I r- ---__ -_ 2 `T N � � N -' - �-- ---- �--� -�., _ cam-- - OLT-_ N N N N N LO LO kn to /� 5 -- --- ..- N N N N 254 0+980 1 +000 1 +020 1 +040 1 +060 1 +080 1 + 100 1 + 120 MINIS W. Side TBM #1 : Boat spike set on N. side Comb. Pwp #6-1078 ►.u °"' ,,,,,,� Multi Stem 455 mm Sta. 1 +025.533"A 4.903 Rt„ El. = 259.01 1 .��`�� 1. A. RECOMMENDED INDIANA HORIZONTAL SCALE BRIDGE FILE 1 :200 °`QO�\ %`9'��,yz'- FOR APPROVAL 11 -11-04 VERTICAL SCALE DESIGNATION v• S• o = DEPARTMENT OF TRANSPORTATION NO, DESIGN GINEER DATE 1 :50 9785910 ^•Line "A" & A Sec. Line 20913 3.295m s A'• STATE OF r DESIGNED: GE DRAWN: MP SURVEY BOOK SHEETS MNS ® 8C 21.6Z�m SRF Cor Post ""%�D�.'••1, f'•� '` 116TH STREET LPA JOB 43 of 178 • �QllsT1P• P.O.T. 1 +000.000, %FS�/ONAL E �`````� CHECKED: MR CHECKED: LINE "PR-1" CONTRACT PROJECT MAG NAIL SET MNS """"""""""`" R-27495 STP-8886 007 ,155,125 m Lt. CURVE DA TA SEC. 35, T1 8N, R3E STR. No. 22 SEC. 36, T1 8N, R3E CLAY TOWNSHIP MH C-4 & 55 m � +Ex. R/W � •2123.16.1 m Lt. P.I. 10207.098"PR-1" CLAY TOWNSHIP HAMILTON COUNTY of 375 mm Plpe Req'd. (192.192) Q Technolo y Center STR. No. 24 d - 1 2919 (LTl L i Associates, LTD MH C-4 & 572 m T = 19.486m HAMILTON COUNTY +Ex. R W 1.65.91 1 I X Ex. P.C. of 375 mm Ptpe Req'd. L = 38.971m I Indiana Municipal Power Agency Ex. P.c.(26.023) f W (2s.s51) R = 1,500.000m Do Not Disturb W +2123 E = 0.127m Landscaping /; CD 1 Q 2022,202 m Lt. Max Moore L� STR. No. 23 STR. No. 25 S. N.C. C.B. C-15 & 1.6 m —� 600 mm P.C.B.& 1.5 m of 300 mm Plpe Req'd. Q cl +142 +160 '/ J ti of 300 mm Plpe Req'd. h• R/IN 20 m R/W 20 m +142 20 m ,! U +200 +153 • 17:5 m 17.5 m 22 m. ----- -----------------------Constr. Limits --- is 17:5 m R/W -'' �' ,Q •- `' - -------- ___-- ------------ '131ug & �s x G � Remove ® +244.759 ® E 13.8 m Remove � Q 6 WRemove ® f Z W PP. xis . p - - '�`� E 1 Z J .cam► Q) 1 co +153.468 I _ +204.759 P.T. 1+226.583"PR-1" NN. ,� 10.2 m (J) o Q 13.8 m (Mon. Tune "B" ,• QJ `v = P.O.T. 1+226.583"A ; K .� o _ 3.2 m Lt. 00 1 16th STREET �.I P.G. "' _J P.I. 1 207.098 PR=1" �u P.O.T. 1+179.831"PR-1" (Mon. Type -"B" Req'd.) + P.O.T. 4+995.974„S-1_A „ + _ P.G. _ 1 P.C. 1 187.612 PR 1 ' ,.�; o N 89°28'0 " E _ _ A = . _ � N Line " PR— 1 (Mon. Type B Req ) �. �. K ° ° co S 89°02'39" E +/83.4,6D m Rt. P.G. = ° S0000100" STR. No. 205 Adjust Costing to Grade P.G. N 89 028102"E Line ' A 8c A Sec. Line P.I. 1+ o A +198.922 N 89°07'52" E 3.0 m SE Co . Sec. 3 ' (Sec. or. Mon. R?e 'd --..--.— � Qj W 1 88045 ' 10* 91014 ' 5011 179- 39 ' 50" c0 v +205.885 '� 1 � d' v Q emove N z 1 E •_ ri +1! 3.269 U cv C ao Q = 13.8 m 0 Exist. San. Lateral Approx. Location G G © ,ri N © © © ® (TYP. All Laterals) 0 ----------------------------------. ® _ N ----------- Constr. Limits --.. W O 1 _ � • F © ----------------Constr.�Limits ^. W ti its ------ ---------------- ---- ----- Cons ' Q vZ _ ons_tr. L►m____ ® /� APP. Exist. R/W S � C� _ ,Q +212.3 W ULI LIJ w �� is Do Not STR. No. 26 Cn 2 -r; Disturb Tree P.O.T. 1+179.862"A " = A _J •� Inlet B-15 & 24 m + - - pp. Exist. R/W `�. J t � _ -_ --- -- 300 mm- Plpe Req'd_--------------------- - ---------------------------- ---- -------------------------- . . A I 1014-501'r RT. Proposed Split Rail Fence �,, 0 E i 3 --------------------Q --- - ----------------- --- - �. LIJ No Curve Run w , , , U Carolyn M. Whitaker Q +250 Mod. Cl. I Dr. Re d. W NW Cor. See 1 Frederick J. Day ! Q REM Indiana Inc. J (Sec. Cor. Mon. Req d. Q + •X o Hamilton Woods Lot 11 The Contractor shall Notify Q W mac° Sec. One LINE " PR-1" TO BE CONSTRUCTED the Hamilton County Surveyor's Office SEC. 2, T1 7N, R3E +1879,153 m Rt. o. �"' SEC. 1 , T1 7N, R3E O 30 Days Prior to Construction per CLAY TOWNSHIP For Improvements Along College Ave. STR. No. 206 Q N It CLAY TOWNSHIP ALL R/W ON THIS SHEET TO BE AS SHOWN. lL Indiana Code at 776-8495) HAMILTON COUNTY See Line "S-1 A '; Plan & Profile Adjust Costing to Grade +3 HAMILTON COUNTY ALL R/W DESCRIBED FROM LINE " PR-1" , EXCEPT AS SHOWN. V.P.I. 1 +270,00 EL. 260 01 261 N z 261 Z 0 0! 64 260 260 LO C14 h +0.657 + _tit- CS 259 — _ _ Proposed Grade Line "PR-1" I Exist. Gr and Line "A" 2rj9 � R � s ti • m of 375 mm Pie 0 +0.50% w 258 57.2 P 258 b Inv. 258.110 °o Inv. 257824, q Pipe +O.fi 4% � 75 mm 55 m of 3 P I 257 257 Inv. 25 .259 Exist. San. ewer 256 I 256 1 Exist. San. Sewer I - .... _._. (Platted 1 rn above Datum) - 255 _ -- --1 -- — — -- -- --- - -- — ---_ _ _^-_ _-- — --___—_ ------ — -- - -- 255 — _-. --__——— N to .- 00 d ^ d O ^ r- O .- N N M mot- c0 c0 I� a0 00 O Q1 01 O 01 Of 0; O 01 O 25/� to in LO In to to � to to un to /� '7 N N N N N N N N N N N N N N N 254 1 + 120 1 + 140 1 + 160 1 + 180 1 +200 1 +220 1 +240 1 +260 0.198m SE Bolt TSP Cut "X' TBM 2: Cut Square on NW cor. conc. Traffic Signal base a�+��jH°""��+u.., HORIZONTAL SCALE BRIDGE FILE Line "A" # q 9 � �,,�� 1g� 3.859m SW quadrant College Ave. & 116th St. ```�,,.�```O%�E_` F9y� , RECOMMENDED cc - - INDIANA 1 :200 MNS S.E. g Sta. 1 +173.014 A , 5.039 Rt., El. = 259.203 �,Q';• ' .ti�' FOR APPROVAL VERTICAL SCALE DESIGNATION Side Pwp �' �c a Cut "X' TBM 3: Cut Square on W side cor. conc. light base NO. '° DESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION #9-107.8 I N. Rim 3 # q 9 20913 = 1 :50 9785910 SSMH Line "N' on E side of College Ave. cn " _ = SURVEY BOOK SHEETS MNS N.W. ^• a 5.304m 77 Sta. 4+858.722"S-1 -A , 12.299 Lt., El. = 260.093 ,o STATE OF ' DESIGNED: GF DRAWN: MP Cor Twin c NE Bolt '69 MNS NE Side " ?� 116TH STREET LPA JOB 44 of 178 S TBM #4: Cut )( in SE cor curb inlet S side Applewood Cir. o� ••��lli ••''��,,.= 1.22m Tree _ SID Cut "X' '� Pwp #10-107—B FS ��� LINE "PR-1" CONTRACT PROJECT P.O.T. 1 +179.86219 P.I. 1 +200.00 A on W side of College Ave. %,, �ON�AI�������,.�� CHECKED: MR CHECKED: P.I. 5+000.000"S-1 -A� MNS PKN IN BOTTLE CAP 4" DOWN Sta. 5+182.843"S-1 -A", 19.176 Rt., El. = 258.968 R-27495 STP-8886 007 +269.1 CI. I Dr. Req'd. 0 •327.1,125 m Lt. SEC. 36, T1 8N, R3E W - 4.6 m sTR. No. 27 CLAY TOWNSHIP 0 MH C4 & 54.8 m HAMILTON COUNTY Q Richard Douglas M of 300 mm Plpe Req'd. •381.9.125 m Lt. I & Vicki L. Temp. R/W for Dr- Constr. + STR. No. 30 Hiner +264 +274 T MH C-4 & 512 m 25 m 25 m +327J Max Moore of 375 mm Pipe Req`d. +280 STR. No. 28 a Do Not +264 ; �� +274 CB. C-15 & 2.3 m +381.9 0- R W , O R 20 m of 300 mm Plpe Req'd- STR. No. 3� Q Disturb Tree +386.9 CI. I Dr. Re 'd. RW /W CB. C-15 & 2.3m W = 3m MOON== ■"`" ■■■■■■■■■ +300 of 300 mm Pl R d. ■ ■R/W 17 m � � ® 17 m R/W — t - - - ---- -> - - -- -- ------ ---------------------------------- - -- ----------------------------------- --- - Li _--- - tr. --------------------------------- ------------------------------------- ---- - -- Limit --- - Zonstr, s I ® G Q © © ® h J -yam -- 0)cJ E E tD• 1 co 1 N�'' K K Z +° E 1 co 1 W ri W rn + P o M M LQ P.G. o O ° - Line " R- 1" o M n P _ 02 Remove cV © o ° Q Line " A' & App. Sec. Line N 89°28'02" E P.G. 1 16th STREET P.O.T. 1+400.000"A " Q ,`.0 1 r�i _ K � K Z -c0 Do Not Disturb `Tree J 1 1 Z N V 6 © 6 © C z C © 0 © ® © ° © ® © © O O © © ® O DG ® © G E- ____ Constr. Limits' �`` Constr.tr. LU Constr. Limits = ------ Constr. Limits ------------------- A Exist. R W C� +288 + 95 App. Exist. R/W W o W • EX. R/W(18.440) EX R/W(18.440) LU +288 7+29T5 20 m------------------ ------ - ----------------------------------------------------- - -- ------------------------------------------------------------- ------------- ----- ------------------- ----- ------------------------------------------ --------- -------------- ---- ----- --------------+381.9 ------ ----------- --------------- ------------------ --------- �c� ci' `� Norman John, Jr. STR No. 32 Robert M. W+321.4 Mod. CI. I Dr. Re 'd. a & at' Inlet`B--15 & 20.4 m & ccL W = 4.4 m - of 300 mm PI R d. �..�Q Burney S. & Kathrine M. o Q a Virginia L. Kerr a �' a o Margaret F. W Trustees — Lot 14 Q Gary Lee & Judith Ann Scott Q — Detloff J Jackson, � E Temp. R/W for Kathy S. Plank _ +� Lot 12 v Dr. Constr. +3663,6.0 m Rt. d: LINE " PR- 1" TO BE CONSTRUCTED cc �, Lot 13 .3�� v � Lot 16 O SEC. 1 , T1 7N, R3E �+� S o 2 +336.2 Mod. CI. I Dr. Re 'd. STR. No. 207 ALL R/W ON THIS SHEET TO BE SAS SHOWN. LL 3 CLAY TOWNSHIP N „ Hamilton Woods Section One InletB-l5 & 20.4 m w = 4.8 m Reconstruct MH OA6o m ° " ALL R/W DESCRIBED FROM LINE PR-1 +Cn HAMILTON COUNTY +� of 300 mm MO Req'd. & AdjustCasttng to Grade + EXCEPT AS SHOWN. 3 r♦ ♦'♦ ♦ N p EL: 260,001 0 M 261 4 Z 261 Z � - a 260 260 b _ �,� Exist. Ground Li „A' -= v � � -1.20% -- —._._—._...— _, 0 0 259 g 259 -----_ Proposed Grade Line PR-1 — M P . a ti � I � . I 258 w 258 . 54.8 m of 300 mm Pie @ —004% o _ Inv. 257.798 -/ _ w q 00 I 51 .2 m: of 375 mm Pipe 1 Inv. 257.579 ® 0.4� 257 a rp 257 ti p Inv. 257.065 256 256 1 • 1 Exist. San Sewer — 255 255 _ --_ _--- -_- — -- M O TZ — O 00 O 00 T- O +A t0 d 00 c0 to 01 _ _ O __-�__--- �— + 254 N �— _ N N N N N N LO N N N N N N N N 254 1 +260 1 +280 1 +300 1 +320 1 +340 1 +360 1 +380 1 +400 ?� MINIS . LF Post TBM #5: Boat spike N side Comb. Pwp. #300-089 A ® P I. CLF ```�N,,,NU++++n+un,,,,,,���� HORIZONTAL SCALE BRIDGE FILE at 811 E 116th St. ,,.•� DEL• A. �' %,,�� RECOMMENDED INDIANA 1 :200 Line "A" Sta. 1 +391 .949"9, 5.918 Rt., El. = 258.825 5% � fi 'P9_y ''; FOR APPROVAL — — 1�' �'�' ••'�� DESIGN GINEErR DATE VERTICAL SCALE DESIGNATION o - DEPARTMENT OF TRANSPORTATION 2093 = 1 :50 9785910 - - SURVEY BOOK SHEETS MNS 0 Side MNS NE Side .o STATE OF � - DESIGNED: GE DRAWN: MP CP #300-089 455m Maple ,� `'••. • � 116TH STREET LPA JOB 45 of 178 PROJECT P.O.T. 1 +400.000-A: y''Fs�'0 � LINE "PR-11+ CONTRACT STP B 86 007 MNS /bp„LIMN+ ��,,,�.���``'� CHECKED: MR CHECKED: SEC. 36, T1 8N, R3E +517,9,12.5 mlt. +524.5 Cl. I Dr. Re 'd. Donald M. & STR. N0. 39 W= 6.0 m Richard Douglas & Sheldon R. �c Betty M. Johnson CLAY TOWNSHIP Waneta Dunkerly 9 Y Schneider Management Corporation HAMILTON COUNTY MH C-4 & 37J Q Hiner Tem R W Vicki L. of 450 mm Plpe Req'd. P• / +529J,20 m Lt. 1 1 *4742,12.5 m Lt. I Dr. Constr. STR. No. 208 Nt -o a +518 26 m of 100 mm Plpe Req'd. STR. No. 3b L� 517.9 a- 25 m .�,, a ) MH C-4 & 43.7 m + STR. NO 40 a ,wwww,w, a -433J,12.5 m Lt. of 450 mm Plpe Req'd. C.B.C-15 & 2.3 m . +531 T STR_ No. 33 _ STR No. 3� r of 300 mm Plpe Req'd. +518 ' 25m MH C-4 & 4IJ m of E �' C.B. C/5 & 2.3 m +510 w r- - +531 •433J 450 mm Plpe Req'd. c� �I a of 300 mm Plpe Req'd. E 20 m % �• R W 20 m R W STR. No. 34 a N C.B. C-15 & 2.3 m of � ¢ °; "' +490 _ --'-- 300 mm Plpe RWd. + 3 ° 17 m R W Constr. Limits_ _ - - --- Constr. Limits 17 m R W + 3 -- ---------------- - -- --------------------- ---- Cons----units ------------------ —Cons--- units — -------------� ----------------------- ---------------- — __ _ Constr. Limits ' Constr. Limits ► � Do Not Disturb Tree ® © G 1 1 1 1 co � W K K 1 1 to L.V M P.G. Ki Lai _ Remove P.G. LXiStL O N 89°28'02%, E L E � a o Line "' PR— l ' 1 M LO(0 0 I +o • Q P.O.T. 1+400.000"A" 1 P.G. Line "A" & App. Sec. Line N 89°28'02" E 1 16th STREET P.G. + + �i � K _ K 517.9 Z STR. NO. 41 ti 1 ;° 1 1 /n/et B-l5 & 20.4 m of. 300 mm Plpe . Z V Z © ® G ' © ® © © © ® Remove E- © _ W ® ® \-Remove Exist. Sidewalk Do Not ® Do Not W Constr. Limits Disturb Wall _------ Disturb Wall Constr. Limits - 'App. exist. �7w � T --,, ,, .,� App. Exist. R/W - - ----- ------- ••.• , Con y W • � �Stj. ------- ------ -------- ---„---------------------- --- -. ,_,._____,._-"-�--------T- -'==�`�+� --r-=----=�''---- --------------------- --------�---- -- +468 • �,�i - , W Ex. R W 18.440 •'•.• ,fits �.____ - - ---- ---� x. R 8.440) +524 - --- ---- -------------- -_ --- - - E jW{1 C� ••.` Do Not + 24 0 �.• Disturb - - - 23.5 m -*_ Z RobertM. �, +4742 +480 - - ---- -------- ------------------- ---------- --- ------------------ ---- - - -----__-__ ----------- -- --------- W ° Do Not Temp. R/W for & Shirley Pittman STR. No. 38 23.5 m 1 i Disturb Trees Lawn Grading Margaret F. Q Lot 17 a o InletB-15 & 20.4 m ! 1 Magaret' C. Bitting, Trustee W D e t I O f f = - of 300 mm Plpe RWd. ! Q ; Lot 1 <t Lot 16 SEC. 1 , T1 7N, R3E " E •433J Hamilton Woods o r Alfred & Margaret T. LINE " PR--1” TO BE CONSTRUCTED 0 CLAY TOWNSHIP (6 co STR. No. 3S John B. Caldwell Monta na ALL R/W ON THIS SHEET TO BE AS SHOWN. Wood Park LL, HAMILTON COUNTY * „ Inlet B-15 & 20.4 m Sec. One Lot 18 g ALL R/W DESCRIBED FROM LINE " PR-1" , Sec. One " B" + of 300 mm Plpe RWd. + 3 Lot 55 EXCEP AS SHOWN. V.P.I. 1 4 20.000 EL. 2 8.20 1; - 259 259 +433.1 , STR. 33 1.2090 �, b 258 .- Proposed Grade Lin PR 1 + 17. STR N0. 39 258 -0.50% h , q Ewst. Ground Line: A 257 51 .2mof375mm _ 257 Pipe e E� 0.4� b �, 41 .1 m o f 45 - O m � 256.860 m_ Pipe °� Inv...... P 0.51 . 43 _ .7 m of 450 mrr� Pi e � p 0.50% 37. Inv. 256.4 3 1 m of 450 mm Pape ® -0.7590 256 256 v • �p Inv. 256.263 , o •4 ___�� 256.044 � �,_,_ » _,_._ ._._ _�—.� Inv. 2 ---- - - _ _ _ _ - - - - 255 55 _ ._._—_— Exist. San. Sewer 254 254 253 253 M N O O O a0 00 t` co co OD o0 00 QO o0 o0 00 1� t\ t\ 1� t\ t\ � to 0 to � to � LO V) 252 N N N N N N N N N N N N N N N 252 1 +400 1 +420 1 +440 1 +460 1 +480 1 +500 1 +520 1 +540 .2 MINIS in Fce Post — P.I. CLF �a��.��"""""""""����,,,,�� HORIZONTAL SCALE BRIDGE FILE 9 �����•����E` A. F9'%,,� RECOMMENDED INDIANA 1 :200 Lie '°A" � 0 , y�, '' FOR APPROVAL `:o DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION J40 'o 2osi3 1 :50 9785910 - DESIGN GINEER DATE MNS SE Side �� MNS NE Side CP #300-089 MNS Maple ?-a.': STATE OF f,,' `` DESIGNED: GE DRAWN: MP SURVEY BOOK SHEETS p ,moo•••..,��, � 116TH STREET LPA JOB 46 of 178 P.O.T. 1 +400.000"*A �.� � LINE PR-1 CONTRACT PROJECT MNS) �'''���,,,,,,8N��������������� CHECKED: MR CHECKED: R-27495 STP-B886 007 For Improvements Along Guilford Rd. SEC. 36, T1 8N, R3E Donald M. 8c +970"s-2-A" See Line "S-2-A ", Plan & Profile C) For Additional Information See CLAY TOWNSHIP Waneta Dunkerly 11 m 0 Detention Pond Detail Sht. No. 60 P.S.I. Energy, Inc. HAMILTON COUNTY *555,2-5 m Lt STR. No. 42 . MH C-4, i 5.1 Mg. Revetment Ripfap Req'd. 482 m of 450 mm Plpe, Proposed 1 .5 m Bottom Ditch *555 /Plpe End See.& ' a � 5J Mg.Revetment Rlprop Req'd. a Remove STR. No. 43 ,% �, nTR. 5o. 46 C.B. C-I5 & 23 m +570 of 300 mm Plpe Req'd. 20 m � X 10.5 m of 300 mm P/pe, 20 m R/W �� w /Plpe End Sec.& - --------- --`----o`--------------- 5J Mg.Revetment Rlprop Req'd. E 0 . Constr. Limits ,Q 0 a; �s r •� ° LL- �. < w W ® © I o - N ) +6 E 1 co � E �u I M 13.8 m r i �t.l po 00 1 co +563.221 o to + I j K 10.2 m 1 16th STREET K 4.1 LO c0 co r7 � rr W 1 - P.G. + ARP. Exist. R/W P.O.T 1+583.856"PR-1" P.G � E _ �0 16 • = P.-6.7. 5+996. 772„S_2_A „ o , �_ 0 0 LO + o o $9 31 02 Line " PR- 1 " 1 M +o ' 1 ° + �, N 8902810211 E P.G. - P.I. 6+007.178"S-2-A " • �Plu ove Q EQ.. +604.65 1 (0 P.G. Line " A' & App. Sec. Line N 89°28'02" E 1 3 m EXIST. W.R. FERTIG ri K �' I P 0.T. 1+583.829 A K �- N Remove REGULATED DRAIN cv Lai 90° 31 ' 01 " = P.I. 5+999.972„S_2-A " Bk. E +5 I " _ n 1 (0 ~I 10.27 m (I) N P.O.T. 5+999.972 PR S2 Ah. + M N J m co . V) LLJ �t U6 CL Cr o LO �Izl Q Q /-Remove 15 -`- Remove Remove °o G ® + 0 NEW W.R. FERTIG REGULATED DRAIN Remove Exist. Sidewalk '� 6 W Do Not Disturb Wall F ® W �' -60/,/4.9 m Rt. _ -549.3,62 m Rt. R NEW W.R. FERTIG REGULATED DRAIN (� STR. No. 209 Constr. Limits__ _____ __ Aee_ Exist_ R W � - � o STR. No. 45 S MH C-4 & 39J m AdjustCostln9 :n '� t�� Constr. Limits THE CONTRACTOR SHALL NOTIFY W to Grade --- ---------- --- --- ------- -- ------------ - --- ��• ------ of 450 mm Plpe Req'd. -- - --- -------------------------------- - `- � �-' - 2p o E S _ THE HAMILTON COUNTY SURVEYOR'S OFFICE W Ex. R W Q` I o �J - -640,15.5 m Rt. `----_ PRIOR To CONSTRUCTION OR DEMOLITION �`.i o �� _____-- - STR. No. 48 -640 ''----__QF W.R. FERTIG REGULATED DRAIN @ 776-8495 Q (18-440) ' 0_ STR. No. 4 7 ____ MH C-4 & 70.4 m -------------- ----- ------------------- ----- - ----=------------=-------- } '�� �"" of 450 mm Plpe Req'd. CB.B-15 & 4 m Do Not Disturb i +Ex. R/�V 1 . 5 �t�. App. Exist. R/W of 300 mm Plpe Req'd. Ll � W Donal R. 8C Landscaping � 569.53 �.. � Mary Lou Keever ' 25 m i 0 �' 13tPR J Lot 2 -555 - 12.775 -J ��� SEC. 1 T1 7N, R3E Dura Development Co., Inc. LINE " PR-1" TO BE CONSTRUCTED 0 -- -- _-_ STR. No. 44 _--_--__-_-� , CLAY TOWNSHIP (GUILFORD PARK SUBDIVISION) ALL R/W ON THIS SHEET TO BE AS SHOWN. U_ Inlet B-15 & 20.4 m » of 300 mm Plpe Req'd. I i HAMILTON COUNTY ALL R/W DESCRIBED FROM LINE PR-1 , i I EXCEPT AS SHOWN. VPI 1 . . . 620.000 EL. 257.201 259 259 Z o _ � � N 258 +555 STR NO 42 +601 STR. NO 45 2558 h 0.50 ' - - - - --- - - - --- - __. ._ .� Exist Ground Line -A_ , v r' 257 ---- - 257 b �, 1.40% 4 , ti 37.1 � of 450 mm P - ` Pipe 0.7 _ P 590 Pro' osed Grade Line PR 1 � . p w 256 256 b 48.2 � � o •� __....- _ m of 450 m Pipe 0 --0.8190 q 39.1 m- of 450 mm -Pipe @ 0.56% Inv. 2 5.765 P 7 0.4 m of 450 - � Inv. 255 600: . . mm Pipe C� '� . �• P 50% � Q 255 Inv. 255.370 255 Exist.' San. Sewer Inv. 255.210` Inv. 255.152 --0.3� 254 254 +963.4 "S-2-9 EL. 255.20 Proposed 1 .5m Bottom Ditch ` 1 m Below ....Datum _. (Plotted 253 253 .- o co o o � O dam' 1* M M N t0 0 ONi r- co p M O r n n r` r � r` r` n n cn c0 co c6 c6 to LO to in 0 to to In to Ln LO In LO In 252 N N N N N N N N N N N N N N N 252 1 +540 1 +560 1 +580 1 +600 1 +620 1 +640 1 +660 1 +680 MNS SW Side =N _ CP #197-724 �'' MNS SW Side a TBM 7: Boat spike N side Comb. Pwp. #300-086 ``````�a�xunia"��iun,�,,��� HORIZONTAL SCALE BRIDGE FILE 305m Up a CP #197-724 Na N S side 1 16th St. & W side Guilford Rd. ����` �E1. A• F� RECOMMENDED INDIANA 1 :200 .305m Up �� Sta. 1 +548.315"A", 14.299 Rt., El. = 258.167 �`�,�� �� qy�'y= FOR APPROVAL 11 -11-0-4- VERTICAL SCALE DESIGNATION Ap 3 " " i NO - YDESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION Cut ,kph Q 11.173m 3 Line "A" _ 20913 = 1 :50 9785910 NW Cor N N MNS E Side Cut 'Y 10.043m = A•�. STATE OF DESIGNED: GE DRAWN: MP SURVEY BOOK SHEETS Curb Inlet I CP #300-609 NW Cor ,��.� MNS E Side %�'p''••,J •�� 116TH STREET LPA JOB 47 of 178 N Curb Inlet CP 300-609 ''''�•,'� • �0' • .�•`` LINE "PR-1" CONTRACT PROJECT P.O.T. 1 +576.6 A = " P.O.T. 1 +5 83.829 , _ '''��;�ON�AI��� °�� CHECKED: MR CHECKED: P.I. 6+007.178S-2-A (Set in Cadd P.I. 5+999.97 $S-2-A MNS R-27495 STP-8886 007 +717.8.29 m Lt. -740 *779.3,255 m Lt. Perpetual -796.6,21-9 m Lt. SEC. 36, , STR. No. 53 P.S.I. Energy, Inc. STR. No. 55 STR. No. 56 Drainage STR. No. 59 T1 R3E C 375 mm Pipe End Sec.& Inlet B-15 & 5/9 m of 19.7 m of 450 mm Pipe, Easement C.B.E-7 & 5J m of CLAY TOWNSHIP '``�-------- ---�'-` l Plpe End Sec.& 300 mm Plpe Req'd. HAMILTON COUNTY 5J Mg.Revetment Rlprop Req'd. 300 mm Ptpe Req'd. 5J Mg.Revetment Rlprop Req'd. +790 -796.6,162 m Lt. 25 m + +PL Temp. R/W for . . STR. No. 60 �, 25 m R/W T' 25 m Lawn Grading For Additional Information See MH J-4 & 63.4 m of ' ,., Constr. Limits Detention Pond Detail Sht. No. 60 675 mm Plpe Req'd. --------------------- Proposed 1 .5 m Bottom Ditch,, +726.3,265 m Lt. - r - S R. N0. 54 +793 +794 +68/5 T 20 m 20 m R/W 20 m 20 m R/W STR. No. 49 450 mm Plpe End Sec.& STR. No. 57 STR. 8-15, 5J Mg.Revetment Rlprop Req'd. C.B.C-15 & 7J m of +786 300 mm Plpe Req'd. 17 m R ® Margaret Chen 10.9 m of 300 mm Pipe, /Plpe End Sec.& ® 17 m R W 5J Mg.Revetment Rlprop Req'd. +705 17 m NEW W.R. FERTIG REGULATED DRAIN +684.823 ® , 10.2 m W Z _ Z - j Remove 1 co Z 1 Ki W rri D W � K �``I 16 A . Exist. R/W P.G. Remove — App. o O M Line " PR- 1 " - �' �? N o ® � 13 Lu o� o N 89028"02" E O � Q P.G. Line " A' & App. Sec. Line N 89°28'02" E 1p P.O.T. 1+-800.000"A " 1 16 K 116th STREET K "' W W 00 C14 Rem 1 N _ V �t J _ t� Z co E �M z + ® I— W NEW W.R. FERTIG REGULATED DRAIN W NEW W.R. FERTIG REGULATED DRAIN +68/5 ® G --- ---------------------------- S R. No. 50 ---------- --------- W Lij ]- Constr. Limits ---------------- -------------- Inlet B-15 & 27.7 m 5 _______ ----------- +796.6.149 m 0 C� �2'° R � ___----------`-- + m Rt. STR.- No. 609 of 300 mm Pipe Req'd. --_-_ Constr. Limits R E 2 0 STR. No. 58 MH J 4 & 3/J m Z ---------- ----- -------- --------- � S -___ 767.3 28.3 - STR. No. 210 C.B.B-15 & 5.3 m Of---------'---_- ��. L�.l .' No Change Req'd of 300 mm Plpe Req'd. 600 mm Pipe Req'd. W A Exist. R W ��� � : App. Exist. R/W (� PP / - 1 Z< W +7/03 +7103,18.4 m Rt. W'S J STR. No. 52 �� ------------------- --------------------------------------- ----------------- ------------------------------------- ----------------------------------- -C.B.C-15 & 39 m MH C-4 & 86.4 m ,\ „ LINE " PR-1" TO BE CONSTRUCTED of 300 mm PI R d. of 600 mm Plpe Req'd. �� SEC. 1 , T1 7N, R3E „ ALL R/W ON THIS SHEET TO BE AS SHOWN. LL �� Dura Development Co., Inc. ALL RW DESCRIBED FROM LINE " PR-1" , CLAY TOWNSHIP „ Dura Development Co., Inc. +728.5 St. Appr. Req'd. HAMILTON COUNTY ;; PARK SUBDIVISION GUILFORD PARK SUBDIVISION) w= 9.5 m (GUILFORD )________�x_CEPI A _SL�Q.10fL�1.________________ 0 2 7 0 5 257 +710.3 STR. NO. 5 cn --- 256 � b r— 256 --�--- `- Exist. Ground Lie "A" cn 255 a 1 .40% o 2 J5 70.4 m of 450 mm Pie ® ' -50% Proposed Grade Line "PR-1" ti Inv. 254.800_ a 86.4 m of 600 mrrt Pr 4 ti pe 0.50% 25 w 254 -o. w Inv. 254;23 �4 253.800 b o � Bottom Ditc h T Inv. Proposed 1 .5 m Pro d a � P 253 ' Plotted 1 m B ow Datum) +711.3 � � I n 253.220 `� EL. 254.85 � 253 O 63.4 m of 675 mm Pipe ® -0.40% .530 Inv. 252 2 25 252 _ 251 5 251 r- O � N '- N 00 '� O c0 N M N r 00 '� M N O _ _. � It 4 � to to to LO t0 tD In In N N N N 250 LO LO LO 250 N N N N N N N N N N N 1 +680 1 +700 1 +720 1 +740 1 +760 1 +780 1 +800 1 +820 TBM #8: Boat spike N side Comb. Pwp. #200-596 ``"`��NINIIIHfH/b!///y�''' HORIZONTAL SCALE BRIDGE FILE Top Nut SE Car. S side 1 16th St. " — �����• R\E1. A• F,p9y,,���' RECOMMENDED PPROVAL CO — — INDIANA VERTICAL SCALE DESIGNATION Fire Hyd. �� Gate Post Sta. 1 +774.233-9,, 6.083 Rt., El. - 255.369 UQ. . �t ,1' 1' ,•�o FORA DEPARTMENT OF TRANSPORTATION ^• _ DESIGN GINEER DATE 10.567m a �• = 1 :50 978591 20913 z = Line "A" g5cr :'� GE 116TH STREET SURVEY JOB K SHEETS 178 .o•`• STAh � DESIGNED: DRAWN: MP 4$ MNS NE 26'a %��,�` •"l.'Y�l�l =''•���`'�• Side CP '%,,FS,��N� ���,,.`° LINE "PR-1" CONTRACT PROJECT P.O.T. 1 +80 .00 A '''a",a/HHH111N111N "� CHECKED: t+AR CHECKED: R-27495 STP-8886 00 MNS +929.6 St roach Re 'd. Do Not En ledow SEC. 36, T1 8N, R3E •892 *925.4,288 m Lt. +920 ; t Disturb Trees +960 STR. No. 65 30 m ! ! " i 30 m 9 CLAY TOWNSHIP C.B. C-15 & 5.3 m 0 STR. N0. 70 i i i i W= 9 m �� 30 m R W P HAMILTON COUNTY of 375 mm Pt R d. 89 /62 m Lt. Q' Inlet & 8.2 m of �� Pro erties STR_ No. 64 300 mm Pl R d LLC - - --------------------- ------ *860 /62 m Lt. •860 � � ('� Pe � • ,� i C�nstr. Limits ST9. No. 61 MH J-4 & 27.5 m •917.8 24 m Lt. i ! -934.5,28.7 m Lt 958,162 m Lt. Temp. R/W for +850 STR. No. 62 � i i � � „ i Lawn Grading Margaret Chen MH J-4 & 32 m _ of 675 mm Plpe Req'd. + STR. No. 67 S o. 2 25 m of 675 mm PI R d. C.B. C/5 & 6J m T ! ! Of „ i TR N 7 STR. No. 75 of 300 mm PI R d. CB F-7 & 7.6 m of �� . Inlet B-15 & 9J m of MH J-4 Pe eq 9/9.5,162 m ; Constr. Limits STR. No. btJ 450 mm Plpe Req'd. R 15� 2 i .J ! �� ! 300 mm Plpe Req'd. 30A m of 900 mm Plpe, --------------------------------------------- +875 MH J-4 & 385 m i Sao W ice' •938.8,188 m Lt. I Plpe End Sec.& --------- R/W of 900 mm Plpe Req'd. r ^u 5J Mg Revetment Rlprop Req'd. ® , �_ +910 ! !� v i STR. No. 213 ----- - - 20 m R/W 20 m R W 20 m I Adjust Casting t e --- - - 1 ---------------------------- --- , � i . � I n U 0 a ---------------------------- ----- -- Constr. Limits , i NEW W.R. FERTIG REGULATED DRAIN - W W.R. FERTIG REGULATED DRAIN Do Not gG E ! �,, Remove W Disturb Trees ® E E W j --------- ---------------------------------------------------------------- ------------------------------- -----------� -------------- ----.- M 1 i a 1 v; •958 + O --------- --- E S o. 6 --- i a , i K K ___--- ILO --- "- o i i �, C.B. C-15 & 25 m ------------ --.------------ - of 300 mm Plpe Req'd. +1 i E, ! LQ App. Exist. _R/W P.G. M I P.G. ai I W 41 L4J P G. i---� i APP. Exist. R/W i, , 0 - ;�' ! i Remove o %'Llne ! PR- 1 1 �O o _ o A +864 1 �o +91 2.990 i i ;�N 89°2 '02" E 0.6 m r— TC; r� 0.6 m 1s r, Line A & App Sec. Line d- to 8902810211 �i' ' + P.G. P.G. N E 952.9 1 � • co ,,o E co P.G. •933.247 m Rt. K + + 1 16th STREET STR. No. 71 •939J,24.7 m Rt.3 m K CB C-l5 & 9.6 m W STR. No. 73 W + of 600 mm Plpe Req d. Inlet C-15 & 62 m Remove ti .� ►+i rri 10.2 m �;' of 600 mm Plpe Req'd. J C\1 Remove Q O I z W Do Not W 9�Z 9, Disturb Trees = C� - C� ---------------------------------------------------------------------- -------------------------------------------------------- ------------------------------------------ E �O W Constr. Limits ��� 0 - Ex_ R/K21 .488 Constr. Limits W + i ,, App. _Exist. R7 ------ _ ___ t ' -847.2,28.4 m Rt. +860 •892 -922.6,24.7 m Rt. ,', Lil i •958 STR. No. 211 STR. No. 63 STR. No. 66 STR. No. 69 y� 4 r STR. No. 77 No Change Req'd. Inlet B-15 & 20.4 m MH J-4 & 40.3 m of � z Inlet B-l5 & 20.4 m 600 mm Pl R d ,;, , Inlet B-l5 & 24 m W Of 300 mm Plpe Req'd. of 375 mm Pl R d Pe e9' . , Remove App. Exist. R/W Plpe �, — of 300 mm Plpe Req'd. ---------------- ' -� 8c Plug Robert A. Jr. & � � W +A - PL 930.329 --� Temp. R/W for JO Joyce M. Ott W ,,� y Ex. R W 26.131 Dr. Constr. Lot 1 r � SEC. 1 , T1 7N, R3E LINE PR-1 TO BE CONSTRUCTED •9/79,28.6 m Rt. +A pp. PL 930:250 Cypress Estates O Dura %bevelopment Co., Inc. CLAY TOWNSHIP ALL R/W ON THIS SHEET TO BE AS SHOWN. STR. No. 212 30 m ! .9407,248 m Rt. ;h ALL R/W DESCRIBED FROM LINE " PR-1" , No Change R d. +936 St. roach Re 'd !�- � 304m ST . No. 74 � HAMILTON COUNTY EXCEPT AS SHOWN. W= 6 m APP 0.9 m of 450 mm Plpe Req'd. v.P.I. 900.000 EL. 2 3.28 255 255 +9 STR. NO. 75 - ..._.._.__. +8C0 STR. N0. '61 e -1.40 "-----.- +2..10% `� �' 254 % -"''- -- --.__. +892 R. 4 Exist. Ground Line "A" 919 TR. N0. 68 254 h roposed Grade Line "PR-1",/ - - -_-- - - - --- --- - 0 o a -- 253 253 63.4 m of 675 mm Pie ® '--0.40 P _ 32 -0.47% . m .of ;675 m ti m _Pi e � P 27 5 m _ of 67 _ 5 m m � Pipe ® 0.47% • 252 252 � . �o Inv. 252.279 38.5 m of 9 - b ° ,� Inv. 252.129 Inv. 252.001 00 mm Pipe ® 0.29% q , Inv. 51:.710 1 ' 2 Inv. 25 .60Q 251 251 Inv. 2 0.600 v 5 250 250 30.0 m of 900 mm Pipe p 2 249 249 M 00 M O t0 N 00 d' N .- M cc 00 to N M d N C! 00 r- t0 t0 tD co 1- O n M M M M M ro M M ii 4 d. 24Q to to � to In LO to to to � In Q 8 N N N N N N N N N N N N N N N 248 1 +820 1 +840 1 +860 1 +880 1 +900 1 +920 1 +940 1 +960 HORIZONTAL SCALE BRIDGE FILE ���� RECOMMENDED INDIANA 1 :200 FOR APPROVAL — NO. YDESIGN GINEE� DATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION X13 = 1 :50 9785910 STATE OF :`� = DESIGNED: GE DRAWN: MP SURVEY BOOK SHEETS 116TH STREET LPA JOB 49 of 178 AL ���•`�`�` LINE 'APR-lit CONTRACT PROJECT '.,y,,nmuttntuN""•� CHECKED: Iu1R CHECKED: R-27495 STP-8886 007 +969.734_,,-- 2 +977.101 49.8 m Z; ; +080,"MONON",3.3 m -- +060 _ +092 53 m +988 -� Q , SEC. 36, T18N, R3E 33 m 33 7rn F, � � 9 ® STR. N©. X44 __ ' 34.980 m Q 30 m R W 30 m _ Q See Line 'MONON' CLAY TOWNSHIP __________ +087.418 +960 a , � ., , HAMILTON COUNTY ----"-�--+ � � � ► 34.980 m R/W s For Additional Information See ,�; ;� *080"MONON",7.4 m ; , , Apostolic �— Faith Church, 8 Detention Pond Detail Sht. No. 60 �% City of C m I STR. No. 143 -�- ► ° Parks a m nt , 3 See Line "MONON" c Temp. R/W for Inca +092 cr Remove J ! Kiros 8c Shahla Building Removal 24.5 m N o Ghermal Engledow __�!m,ts ,► x �' •0825 Properties, z 9 n � a STR. No. 79 P O r a `: Do Not Q T Inlet C-I5 & 20.4 m ' Temp. R/W for LLC Z `� ° 3 Disturb Tree +060 of 300 mm Plpe Req'd. +092 Drainage Structure s� _ 19 m R W R W W and Drive Constr. ` Remove Exist. � +A PL�020.088) � 19 m �� Constr. Limits ____------ --------------- House I T � E co 1 +990.467 v� r�i tw 13.8 m �' r Qu Z ►006.29/ ' +020.467 1 Remove t° STR. N0. 1 "� , , 10.2 m M MONON TRAIL UNDERPASS i �° 'o K \+093.818 W 10.2 m ► ; 4(INCC 2+009.460"PR-1" o E LQ LLJ APP. Exist. R/W M ► 16 o E °22'12, RT. M P.G. ._ urve `Run) + 1 co P.G. ' J CO 1 Q) .�► ° N 9°28'02" E �- � , ' _ O rn Line PR- 1 N 89°50'14" E A Exist. R/W � � 1 P.G. ° r N 89028"0211 E ' ► ► P. 2+009 460"A "If A • 1 P.G. ° r Line A & App. Sec. Line N 89°50'14" E K 1 T ° 37 ' 48 ' 1 - 0°22'12'; RT. 1 16th STREET K rn E , ► No 1,r4 Sec.Curve Run A } ' CS c. Cor. Mon. Req'd.) ° J Remove , ► ► r�i CV ' I ► z *0I2, m O O W ® ' ! _ O -------------------- _ W a � ! STR. No. �8 . 6 MH C-4 & 70.5 m s - of 64Q,tp/n Pl R d. Constr Lim is ,�2• 1 fI� con �, i Q � � ,, --_ , � W _-_ --- , ; r- -___ Constr. Limits _ .E App. Exist. R/W , — i x i LU u-► i +018 +025 D 21 m R/W Robert A., Jr. �C i a 21 m R W � Remove '. O �T + 58,090) 0 Joyce M. Ott I r• N, Q i Exist. House �. Cl R W ; *0825 L�— z i i F ► ! + `. v► STR. No. 80 *0825,125 m Rt. W Lot 1 C.B. C-15 & I.6 m STR. No. 8, Cypress Estates ! , `� ; of 300 mm Pipe Req'd. MH C-4 & 84 m W I ►- . Temp. R/W for - of 600 mm Plpe Req'd. i ,i, c ; i Building Removal James Burch —� 0 +139.6'MON ;35m 9 Q Brookview Properties LLC STR. No. 146 LINE " PR- 1" TO BE CONSTRUCTED 0 SEC. 1 , T1 7N, R3E +138.4'MONON",109 m +025 +051.1 Cl. I Dr. Re 'd. CLAY TOWNSHIP For Improvements Along Monon Trail See Line 'MONON" 50 m W= 3 m +PL 057.700 ALL R/W ON THIS SHEET TO BE ,AS SHOWN LL City of Carmel STR. No. X45 PL 50 m ALL R/W DESCRIBED FROM LINE "' PR- 101 , HAMILTON COUNTY See Line "Monon" Plan & Profile Parks De artment See Line MONON EXCEPT AS SHOWN. V.P.I. 2 020.000 +012 STR. N0. 78 L. 2 .3.80 1 256 256 V Proposed Grade Line "PR-1" -- ._.._...,� +082.5 _ STR.__N D. _81 � 255 — ------ --- — _ _ _ 255 +2.10 0 ,fit � ------ _ _ _ ---_.. V g 254 — Exist. Ground Line A 254 1 ZI `~^ ' + � q,0 _ fi w 253 — 253 b • ao 4.267 x 3.048 m x 37.393 m o Pro o ed Monon Trail Und r ass rn q N a 252 252 'n V � � � +I 251 251 5 34.5 m of 900 mm Inv. 249.805 70.5 m of 600 mm Pipe - 250 P 0.50 250 Inv. 250.190 m o 600 � � M � Inv. 250.161 � N � rn � .- rn mm M Lr, d o N rn r� N 1* � ao rn Pie 0 -0.50%' LO ^ rn _ N N M M N O aD cp � � 'n 16 Ui 16 � 4 Inv. 249.630 d •t to LO LO to to LO LO In LO 0 249 N N N N N N N N N N N N N N N 249 1 +960 1 +980 2+000 2+020 2+040 2+060 2+080 2+ 100 PKN 10 Side TBM #9: Railroad spike S side Comb. Pwp. #100 CP #100 .N"""""�"""""���., HORIZONTAL SCALE BRIDGE FILE '4, W side Old Monon R/R on N side 116th St. ,,���`�� �E1 A. F "''''�., RECOMMENDED INDIANA 1 :200 'IF IMF Sta. 9+995.909"A", 5.757 Lt., Ef. = 255.209 0� 9� '- FoR APPRO�IAL PKN SE FND » » • ' :o DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION Sec Cor �� Line A _ NO, DESIGN GINEER DATE 1 :50 9785910 i 1� 628 ` ?49� TBM Standard USC&GS Tablet X13 SURVEY BOOK SHEETS MNS SE Side �h S1 —T17N—R3E Hamilton Co. IN .o•�; STATE OF DESIGNED: GE DRAWN: MP At MRKR Post 1694' PKN W Side Y-42 1934: 4�= # # ® CL 111th St. & 15 +/- E of Old Track ;�'o''•• !. � . 116TH STREET LPA JOB 50 of 178 .610m U CP 86-254 __ �,, � •' �•��''�••� •` P.I. 2+009.460"A" Elev. 255.737 .�,5��„rr"I��„„”„ C,•��'° CHECKED: MR CHECKED: °'' �'ONAL E LINE PR-1 CONTRACT PROJECT REBAR FND Zr DWN 1/4 SEC COR R-27495 STP-B886 007 •1075,22 m Lt {2/3.469 +178 +233.3 Cl I Dr. Req'd. STR. No. 82 SEC. 36, T18N, R3E 75 m C) S o. 2 Temp. R/W for Dr. Constr. W= 2.5 m C.B.E-7 & 27.6 m of CLAY TOWNSHIP +PL 136.618 std of O HAMILTON COUNTY 75 m Estate ' F (HAMILTON COUNTY BRI E '268 300 mm Plpe Req'd. +171.7 Cl. I Dr. Re 'd. o TO BE BUILT IN COMB/NAT/ON +228 +PL 235.739 Lillian G. West W= 2.7 m WITH ROAD CONTRACT) 34' m 34 m +100.1 Mod. CL. III Re d. -�- SEE BRIDGE PLANS 2282 Temp. R/W for i R W for 28 6m 28 m ° STR. No. 87 %� S W= 7.2 m Drainage Structure Temp. / N Inlet C-15 & 20.5 m / 0 and Dr. Constr. Apostolic Faith Building Removal a io +210 Church, Inc. Temp. R/W for i Q o Jill Eastes 27 m\_ 27 m R/W of .375 mm Plpe Req'd. R W�' +PL 235.739 --------____ Dr. Constr. +178 a Rinaldo R/W(27) -; +11 +140 r R W o ------------------------------- ------- -- --- i 24.5 m R/W 21 .324 m) , 22 m +166 ' _ T 0 +180 �W ____-------- 22 m R/W R W i 22 m R ----- - - Constr. Limits � -__ Do Not 'Kerrie Best +11 +126 R�W _� +1665 disturb Trees 19 m R/W i R W 19 m ___- STR. No. 83 h +1982,79 m Lt. ------- --------------------- Inlet B-l5 & 24.4 m STR. No. 214 -�c © Constr. Limits of 300 mm PI R d Reconstruct MH l 66 m 6 Remove Exist. House Pe e9` • <V � � � & Adjust Casting o Grade � W © G © ' © ry" I d w Q ! W l�/ Hand ail See ; , c� Brid Plans © Q O +109,428/ ti 10.2 m 1 co 116th STREET K M 1 �` 1 co Remove - Lu K - -- ► � W ------------------ ri 16 P.G. J cA �p APP• Exist. R/W Line " PR- 1 " i 1 1 ® M emo e N 89°50'14' E Q i APP• Exist. R W� , - � • 1 0 IIQ 1 Line A" & App. Sec. Line N 89°50'14" E P.G. , ' �" -- Z K � � ; App. Exist. R/W k, P.O.7. 2+ 213„A „ , ► o° �o -229.7 , App. Exist. R/W _ + „ , ) _ P.O. , . 4+000.000'T-1-All A o 00 K STR. No. 88 N C-I5 & lJ m of V cf i ` g 375 mm Pipe Req'd. h Q O z W 0 © Q ' 6 f ug _, W C -166.5 R 'move Q m f?1: Handrail See 9 U) 6 S 0. 84 195,125 +199.4,14.3 Rt. ` , Bridge Plans --- �---- ® E © C.B. C-I5 & 1.6 m -STR. No. 86 W 9 STR. No. 215 W 'Constr. Limit�, 9 _ +C-4 of 300 mm Plpe RWd. MH C-4 & 10.8 m Reconstruct MH 0.643 m ' � Constr.-Limits of 600 mm Plpe Req'd. Ad ustCastl to Grade \� � 1 ' 25 _____ 17 m R W Cl) ------------------ -------- ------- 17 rr�.- ±113 5 '/ +R W --, R W � � � +122 -------------------- i •'�� *229.7./2.6 m Rt. Z R IN 1665,125 m Rt. 21 m R/W +195 +200 ,0 _ �� 19 m STR. No. 89 W �` p• / MH J-4 & 13D m of (� +122 S - 0. 85 21 m 21 m � ;N c �y'ti;%� � Temp. R W for 900 mm Plpe Req'd. W +1 m MH C 4 & 285 m �r. I o, Ret. Wall Constr. J +100.7 St. r. Re 'd. of 600 mm Plpe Req'd. i �� �' CrJ �%' (Working Room Only) Roland W. & W= 7.3 m Temp. R/W for *204.3,24.3 m Rt. 1 ,r. ' +216 Ruth Anne Slagle Cr of +� 3 STR. No. 216 Dr. Constr. i ;N � „� � 3 26 m _ . LINE PR-1 TO BE CONSTRUCTED Q SEC. 1 , T17N, R3E MH C-4 & 11.2 m of Jeffery A. & a 26 m Galil Hanna I % , ALL R/W ON THIS SHEET TO BE AS SHOWN. U_ Krlsta L. Q +118.1 Mod. Cl. I Dr. Re d. CLAY TOWNSHIP 300 mm Plpe Read. % ALL R/W DESCRIBED FROM LINE " PR-1 Davis W= 3.0 m HAMILTON COUNTY XCEPT AS SHOWN. V.P.1. Z+ 1 75,OO For More I of rmaf l an t _the Creek EL. 2524918 on R!prop o e 255 See Br dge P ans 255 y N +1:66.5 STR. NO. 85 254 254 h -1 - 86% +195 ST R. NO. 8 ti , a a 229.7 STR. NO. 89 0 0 253 253 -0. 870; Proposed Grade Line "PR-1" b ti -_.. 10a EL. 251 .83 -- � --..._ Precast 3 -- Sided ::Culvert 2 w 252 qco IL rS 251 251 Exist. Ground tine qti E_ ist. San Sewer - - - � � cni f 1 250 250 900 MM I Lt Inv. 249.01 �- @ • 84 m of 600 mmP � a @ -0. 50% M P . 2 8. 5 m of -- .; �- 600 mm P r e c 0. 50 9 0 8I m o-f 600 75(� _ P � I mm _ T 2 4 .: 1 m of Inv, 249.209 lnv. 249.066 P e @ N Inv. 248.860 249 0 490 + Pipe @ +0 200 249 01 M O O1 �► r- N Ln N c0 00 O r7 O O� O PO r �n M N o rn I I r` Inv. 248.886 M M M M � M �'`� ni N N N I N N tij LO 0 248 N N N N N N N N N N N N N N 248 2+ 100 2+ 120 2+ 140 2+ 160 2+ 180 2+200 2+220 2+240 MNS 915mm Up TBM #10• Boat spike N side Comb. Pwp. #1305 ��,�������°���+�N��/N�� HORIZONTAL SCALE BRIDGE FILE h W Side CP �```� y'% RECOMMENDED INDIANA S side 116th St. » ,�``''��0������ F'P9y�'% FOR APPROVAL � 11 -11 -04 1 :200 a• Sta. 2+172.652 A , 4.718 Rt., El. = 251 .187 Q. VERTICAL SCALE DESIGNATION DESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION = N0. 1 :50 9785910 Line 20913 Punch Mark Set ^� 9 -o ' STATE OF DESIGNED: GE DRAWN: MP SURVEY BOOK SHEETS Top Most Bolt o; '��Tj MNS NE Side =�,�p�;y.,/���� ;..• ��� 116TH STREET LPA JOB 51 of 178 W Most CMP W CP #150A ''%,FS ��' ,•`` LINE PR_1 CONTRACT PROJECT P.O.T. 2+213.000"A = % ' 0�� �' CHECKED: MR CHECKED: MR ",,,,,,,,�������►„��,.,....•� R-27495 P.O.T. 4+000.000 T-1 -A (MNS) STP-8886 007 -,3252,20.3 m Lt. i i v+, i +283.3,7.5 m Lt. STR. No. 94 i +329.3 St. ro h Re 'd. '+342.862 +PL 369.38 SEC. 36, T1 8N, R3E -5 C i STR. No. 217 Q Inlet B-15 & 82 m of W= 8 m X40 m 40 m CLAY TOWNSHIP E Cr_ Reconstruct MH 0220 m Q 300 mm Plpe Req'd. i HAMILTON COUNTY & Adjust Casting to Grade Co *32/.9,l62 m Lt. •333.4,20.3 m Lt. i Temp. R/W for .'-..�o, c� Q '; + STR. No. 218 ! W STR. No.° 95 Building Removal E Kerrie rrl e Best ! N Adjust asting to rode /n/et C 15 & 14r8 m of +2kO •o Temp. R/W for Dr. Constr. i i Q 300 MM Pl Req'd. 27i m �o + I APP. PL Lv Sharry D. Haston • + 70 R ' Richard N. Shaw osemeade +313.824 i N 24.5 m �.. � � Commons ° Development 21 .685 m V) 3 o 3455 +270 +PL 278.545 Corporation , O •�, +Ex.R/W STR. No. 96A iDo Not +260 R W 24'5 m (Common Area Block D) ' 1 . K' 1 . ` o ; (343.104) Inlet C-15 & 20.4 m of Disturb Tree 19.660 m + 7. 9 ` �` Ex.R W 300 mm Plpe Req'd. ; +PL 369.627 t +PL 278.545 , F (19.660) R 19.660 ------- PL 19.660 , c� .266.5 - 19.660- m R W i App. Exist. R/W � � ;� \ 1 R W ' Co - ` _--- J Remove J i Constr. Limits - o L�m�ts '��` Exist. House -- ----------------- STR. No. 91 nstr. .� � W Limits inlet B-l5 & 372 m of `--- -+ rtstr. -- --- 16.385--- m '� h. ----- ------ --------- ------------------ --- --------- 300 mm Plpe Req'd. Do Not ® E Q _ Disturb' Trees 1 .5 �, � Remove -� , , © w o - ------- ------------- � 1 F 1 C.0 E Remove 1 W W �: Remove + n K LJJ �� +344.763 ,// +344.783 � N r7 10.2 m --- w + A . Exist. R/W O O K �, 116th STREET 1 �r Remove P.G. P.G. + P.G. �. 1 6 A Line " PR- 1 " M Q • E. ` R/w Q I, 2+257,241"A " APP. Exist. R/W ° N 89°50'14" E ° „ „ r� P.O.T. 8+000.000 S-4-A 1 ° P.G. + Z + +253.7,12.6 m Rt. �,,�!1, E P.G. E Line " A" & App. Sec. LI n e (0 (N 89°50'14" E� +3455 ° 1 P.G. M E J STR. No. 90 0 K +M 6 STR. No. 968 ►� +�, K N J MH J-4 & 24J m of �' A . Exist. R W + CB. C-15 & 1.6 m -ARP. Exist. R/W S E 750 mm Plpe Req'd. _ _ __mm Ipe qq' . . V +272.188 I� N 0.2 m 1 r<i +367.720 E Z 0 1 10.2 m F- © -`'" W ® © W Q 9 © f E G R10. 7 9 Q o O O M 1 +308 © W W 17 m R W 17 m R/W + 18 m R W ct Cn �I Q --------- ----------`- ---------------------=------- - - - +329 YV `- _ �QR�.� l.ir�ils�=fig.-�aa __- __ R L/ ____ +373.67 �. , +360 18.292 m Temp. R/W I i +268 m COnstr .O.T.) Z for Ret. Wall a © W 3. 17m 1 3 +311.7 Cl.C I Dr. Re d. i o L irk jfs-_18`m W 21 m R W 3 >> � \ +265.5 o Not Temp. R W for � W= 3.6 m � °�° E� 3455,!25 m Rt. cv -``---- __ Qp / +Ex. R W I r P• h 9 rn - Temp. R/W for � ( ) I N Q + 19m +27512.6 m Rt. Disturb Trees Ret. Wall C nstr. Temp. Access Rd. ro W (247.005 of Temp. R/W for p• •'n ,✓ STR. No. 96c o; - `-- 17 m +; i' N STR. No. 93 +275 (Working Ro m Only) 1 Temp. Access Rd. +329 i & Dr. Constr. •- �•- ,,� 370' , d-oo rn MH J-4 & 705 m +374.6 ELI. ,� Dr. Re d. J +Ex. R/W .X 13• ZO � w MH J,4 & 21.3 m of STR. No. 92 & Dr. Constr. 26 m ; +_m of 750 mm Plpe Req'd. cc 21 m W= 4.3 m cc 246.977 w - 750 mm Plpe Req'd. CB. C-15 & I.7 m of I 19 m ;0 V) I o a 300 mm Pipe Req'd. i SEC. 1 , T 17 N, R3 E i Roland W. & Q ' o Q For Improvements Along Ralston Ave. ' CLAY TOWNSHIP ; Carmel Clay-Park & Temp. R/W for ALL R WON THIS SHEET TO BE " PR- 119 ,A SHOWN. LL Michael B. i HAMILTON COUNTY Lawn Grading & ALL R/W DESCRIBED FROM LINE Ruth Anne Slagle Q cn See Line "S-4-A ", Plan & Profile Kin Recreation Board Dr. Constr. EXCEPT AS SHOWN. P.I. 2+285.00 For Mop--e Information of P.I. 2+355.00 EL. 251 .962 Teap cress Rd. EL. 253.880 255 see Ralston Ave. De t i 255 0 ° ; +345.5 STR.. NO. 96C 254 0 254 - 390 ..- ---- �� o �- ro osed` Grade Line PR-1" 253 +2.74% P 253 Ki `V _ b q r` _ A 'ti CSI N ao + W 252 - _ _ _ --- - I 252 ✓.-+ -��e�✓ b o •4 ri o Exist. Ground Line A _ I _ I 251 251 I I 250 I I 250 21 .3 m of 750 mm Pi ® + +0.20% � San-Sewer 95..9 m of .:750 mm _Pipe Exist. � 24.1 m of 750 m m of 750 mm Pipe � +0.20% I `lnv. 249.142 Inv. 248. . ...4 Inv. ; 24.. ..000 I I 70.5 I 249 Pipe 0 +0.200,r 249 17 to co 00 r- - _- -_ -. ------ .- sr ^ 00 co •- co N N N ..- tCr �- t"� N N N N t� r7 r7 r7 M r7 tl) to _ ,u,._.. __ ,��. r. to In to 0 In to Ln LO � to LO 248 N N _ N _ N N N N N N N N N N N N 248 2+240 2+260 2+280 2+300 2+320 2+340 2+360 2+380 455mm Tree TBM #11 : PK Nail N side Comb. Pwp. #150A1351 HORIZONTAL SCALE BRIDGE FILE Cor of Ralston &" 1 16th St. ,,,��o�`°��� �ttAt+�I,tF9''''��.,, RECOMMENDED INDIANA fir, • e *9 Sta. 2+270.094 A , 4.701 Rt., El. = 251 .418 �,, 1 9�,= Cd 1 :200 �. •.y FOR APPROVAL DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION �' • YDESIGN I N DATE 6 = NO. t 2093 1 :50 9785910 lc(;4 �: : ,o'• STATE OF - DESIGNED: GF DRAWN: MP SURVEY BOOK SHEETS 375mm Treet�' 'Pp �.,/�Q.��l °••� � �a' 116TH STREET LPA JOB 52 of 178 FS�ONpL �. `�`� LINE "PR-1" CONTRACT PROJECT P.O.T. 2+257.241"91- '''' ,l!"'188111t1ttt .•�a CHECKED: Iu1R CHECKED: R-27495 STP-B886 007 P.O.T 8+000.000"S-4-A" Set in Cadd O CURVE DATA +454.162 Z +461.4 St. Approach Re 'd. SEC. 36, T1 8N, R3E P.1. 2+400.000"PR-1" 27.795 m w W= 9.1 m CLAY TOWNSHIP Q C) d = 0 045'50" (RT) -4/25,24.3 m Lt. +PL D' Q� HAMILTON COUNTY Q N;t T = 9.999 m STR. No. 219 -45?-7,25J m Lt. 453.617 CD 0 -v L = 19.997 m No Change Req'd. STR. No. 220 0 m Fair reen Trace + R = 1500.000 No Change Req'd. Q +468.863 + C� Fair reen Trace 28.049 m (Block A Common Area) E = 0.033 m Block " B� Common r -5015 N o S.E. - N.C. cam' ( Area) +450.156 ' ,� STR. No. 100 - Richard N. Shaw & 20.585 m Inlet B-15 & 26.4 m = E Q Temp. R/W for r' 15 R 4 24.185+473.167 m 300 mm Pipe Req'd. v Do Not -441.5 Sidewalk Removal i Lo Disturb Trees STR. No. 97 Inlet B-I5 & 24J m ` +PL 410.207 +446 % 15 �� App. Exist._ R/W ___ M II PL 19.798 of 300 mm Pipe Req'd. PL 20.275 �� Constr. Limits -- ------�_---- +3 __ _ _ - Constr. Limits E 6 -Plug R W -L � Remove Exist. Sidewa,lk-� -- ---------------------- F Remove Exist. Sidewalk__ Constr. 1.5 �- Remove Q LLJ W ^1.im,fs �__ __ F 1 .5 W Q G Q ® G +476.948 co = E 1 C 13.8 m j ti tm W +446.058 co E 10.2 ,m ri K K W Remove + (0 P.C. 2+390.001"PR-1" P.T. 2+409.998"PR-1 K' P.G. o (Mon. Type B Req d.) 1 P.G. cV 0 16 (Mon. Type "B" Re 'd. E °d°�o o� v 1 N © Line PR- 1 + It o r- E S 89°23'56" E •is • 89°50'14" E P.I. 2+400.000"PR-1" Line A" & A Sec. Li n e 1 (Mon. Type "B" Req'd.) I N 89°50'14" E Lai E K P.G. .0 P.G. 1 K App. Exist. R/W ca P O.T. 2+400.000„A „ 1 16th STREET M J o N App. Exist. R W -- --- i - PP co 496x8 STR. No. 101 +516.090 d- `.' C.B. C-15 & 1.6 m of O 300 mm Pipe Req'd. z +397.720 E �- +480.090 15 ® W 13.8 m 1 13.8 m W ...._ b' C� +518.996 Uj LLJ G +454.593 1 +468.231 ® __--1.8.3 m ® O /R/W R W -'"- (P.O.T.) a _ -- 21 m R/W z +391 .829 21 m R/W --------------------== ---- ---------- --------------------- - ----------------Constr. Limits -------------- +500.528 ---- ------------ ________- ----- _� C W 20.408 m _ PARK ENTRANCE \ / 20.4 m -496.8,14 m Rt. (� (End Radius - STR. No. 98 a (Begin Radius) STR. No. 102 W Constr_ Limits -------------------------------------- ---------------------- - - C.B. C-l5 & l.6 m of (By Others) a MH J,4 & 55.4 m of -� Q a 300 mm PI R d. +500 pe eq' -441.5,16Jm Rt. �--- -'--'-J Appr. 26 m LINE " PR-1" TO BE CONSTRUCTED l R d SEC. 1 , T17N, R3E 0 Carmel Clay-Park & Temp. R/W for STR. No. 99 w= 10.8 m CLAY TOWNSHIP ALL R/W ON THIS SHEET TO BE ,AS SHOWN. �,L• Recreation Board Lawn Grading & Dr. Constr. MH J-4 & 95.9 m of 10.8 m HAMILTON COUNTY Carmel Clay-Park & ALL R/W DESCRIBED FROM LINE PR- 1" , 750 mm PI R d. Recreation Board EXCEPT AS SHOWN. V* .�. 2+500.000 L ....25.2.. 53.2 255 255 o N 254 +441.5 STR. NO. 99 254 � - `, Exist. Group Line A +496.8 STR. N0. 102 ova --0 :__- -� 253 .93� 253 » +0.80 Proposed Grade me PR 1 252 b . W 252 tR a 251 251 250 250 51 .3 m of 600 mm Pie 0 +0.25% 95.9 m' of 750 'mm Pipe CAD +0.20% 55.:.4 m of 75 mm Pipe 0 +0.25 P Inv. 249.472 249 Inv. 249.334 249 N cN0 c�0 ^ M O n r-- 00 h pp d' N 00 0 0) O .- t� Q) t� d M N O O 00 ^ �p co (p �p iM M M M N N N N N N N N 248 � � � � � � � � 24 N N ' N N N N N N N N N N N N N 8 2+380 2+400 2+420 2+440 2+460 2+480 2+500 2+520 MNS NW Side TBM 12: Boat spike N side Comb. Pw 150A1421 6NOmm Tree �'�� CP #301-105 # Sta. 2+411 .151»A», 4.431 Rt., El. = 253.729 0```�����0E1."AN"IIF���N'''�•, RECOMMENDED INDIANA HORIZONTAL SCALE BRIDGE FILE 7 - - 1 :200 o . FOR APPROVAL CO DEPARTMENT OF TRANSPORTATION NO. DESIGN GINEER DATE VERTICAL SCALE DESIGNATION 6.011 m Line "A" 20913 =_ 1 :50 9785910 �2 18s MNS NE Side �o:,•.•�A� r��` DESIGNED: GF DRAWN: MP 116TH STREET LPA JOB 53 M CP 150A � � ���,,.•� `` SURVEY BOOK SHEETS P.O.T. 2+40 .00 A CHECKED: of 178 %�,SSIONAI ESC,` MR LINE 'APR-1'� CONTRACT PROJECT MNS an,,,,�muunaa••" CHECKED: R-27495 STP-B886 007 CURVE DA TA +6382,175 m Lt. SEC. 36, T1 8N, R3E STR. No. 709 CLAY TOWNSHIP C) P.I. 2+640.042"PR-1" CB.E-7 & 24.3 m Roger E. & Anita L. HAMILTON COUNTY 0 Trinity omes, LLC d = 0°45'50" (LT) of 300 mm Plpe Req'd. Nix y T _ 9.999 m 11 Fair green Trace + L - 19.997 m II " R = 1500 000 m 11 +6595,165 m Lt. (Block A Common Area) (�J '615 I' STR. No. ��D a STR. No. 106 ' +��,19 J m � E = D.033 m `1 C.B.E-7 & 8.8 m STR. No. 221 Inlet C-15 & 20.4 m of 300 mm Plpe Req'd. No CtwVe Req'd of 375 mm Plpe Req'd. App. Exist. R/W --------------------- -- - ----- -- ----------------------------------------------------------------- ----- ----- ------ ----AP---Exist.----- _ __ _ App. R/W [Do Not `\ ` P Constr. Limits �-- Remove Exist. Sidewalks 18.3 `1 m Disturb Trees R +54g __-_- --- --- --____ STR. No. 103 `�'�� Constr. Limits ------ - ------ ------- © ----- � 6 Inlet B-l5 & 20.4 m ��� ______ ____..._- -- - _------- Do Not --'' -_ ---------------©- ------------ of 300 mm Pipe Req'd. ------ Disturb Trees LAJ z ® ----------------------------------------------------------------- ----- ---------------- 1 Q z p E pp. xist. R W +547.75 1 W 10.2 m K - 1 16th STREET - K W +560 M M P.G. 1 P.G. 3.0 m 0 q d- P.C. 2+630.043„PR_1„ o +650.0 40"P � „ ® co LO 0. 3 m n Line " PR— 1 ” S 89°23'56" E (Mon. T e "B" Re 'd. K' (Mon. T e B Re d.) �.' N 89°50'14" E N cv 6 0 + " „ o Line A 8c A Sec. Line N 89 5014 E P.O.T. 2 600.000 A Q Q P.I. 2+640.042"PR-1" 1 1 P.G. App. Exist. R/W _ APP. Exist. R/W co _ P.G. o . T "B" Re 'd. - - M P.O.T. 2+640"A" Z K K J ti co J 1 r7 Ki 1 d, V l © f 6 pP. xIst. R TW O © ® W ® G __---_ - - - - - ------------------ --- ---------- Constr. Limits --- ------------- ---- - ----- ----- - -- --- --- -- ----- -- ------------,-_-_--- w _ W -- o � Constr.�'--- __Limits U) 17 m R/W 1 m - ----------------------------------- ____�- 38 +548 Do Not W +520 `�______-- 17 + 47.4 3 STR. N0. 104 Disturb Tree Do Not R/W W W 21 m R -0 14.887 m CB. C-l5 & 1.6 m of Disturb Tree 20 m R/W Cl) (End Radiu ) 300 mm Pipe Req'd. +615 20 m 19 m STR. No. 107 +547 CB. C-15 & 1.6 m of Z Temp. R/W for _ 19 m /Z5 m 375 mm Pipe Req'd. W Lawn Grading & E +547 Sfk. No. 105 0 Dr. Constr. Lo R W I MH C-4 & 51.3 m of W J N ' 600 mm Pipe Req'd. +615,12.5 m Rt. Carmel Clay—Park & OC SEC. 1 , T1 7N, R3E '"It 3 STR. No. 708 LINE " PR-1" TO BE CONSTRUCTED CLAY TOWNSHIP Carmel Clay—Park & MH C-4 & 67 m of Recreation Board ALL R/W ON THIS SHEET TO BE AS SHOWN HAMILTON COUNTY Recreation Board 600 mm Ptpe Req'd. ALL R/W DESCRIBED FROM LINE " PR- 1 EXCEPT AS SHOWN. V.P.1, 24-580,000 EL 2%53. 172 255 255 � o ye 254 254 +54 8, STR. NO. 105 o +615 253 ST No. 108 a +o.sa% 253 _---__ ti --1.64% Proposed Grade Line PR-1 �4 _ - . .._....._.,. Q�, w 252 Exist. Ground Line » A -- ------_.-_— 252 � bo 251 0 251 250 51 .7 m of 450 mm Pipe ® +0.45% 250 51 .3 m of 600 mm Pipe ® +0.25% 67 m of 600 mm Pipe 0 +0.24% 249 Inv. 249.600 Inv. 249.763 249 LO 00 N N 00 to 000 N (00 0) O rn rn 00 to to M N O 00 Q ,n N N N N M N N N N N 248 N N N N N N � � � to to to � LO N N N N N N N N N 248 2+520 2+540 2+560 2+580 2+600 2+620 2+640 2+660 MNS S Side TBM # p ike N side Comb. Pw 13: Boat s no numb 915mm Maple p' number � y HORIZONTAL SCALE BRIDGE FILE 894 at 1507 E 116th St. ``��EL A. F�9'� RECOMMENDED INDIANA 1 :200 .�`` Line "A" Stu. 2+556.633»A", 4387 Rt., El. = 253.339 �, ig y FoR APPROVAL DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION NO, DESIGN GINEER DATE 1 :50 9785910 20913 e MNS N Side CP 5-615 `�3 STATE OF SURVEY BOOK SHEETS W /#Tel Riser CPS NE Sid 1 �'O.''. • k .,��� DESIGNED: GF DRAWN: MP 116TH STREET # ,� Q.l •• LPA JOB 54 of 178 P.O.T. 2+60 .000 A .,,g�ONAL -„,o�` CHECKED: MR CHECKED: MR MNS '' '�'�unmmnna� `` DINE "PR-1” CONTRACT PROJECT_j I R-27495 STP-8886 007 -703.8,11.6 m Lt. +7199 SEC. 36, T1 8 N, R3 E 7642,21J m Lt. C) STR. No. 222 STR. No. 114 CLAY TOWNSHIP STR. No. 118 Adjust Costing to Grade C.B.C-15 & 43.6 m of Existing tr. 3� mm Pipe Req'd. HAMILTON COUNTY No Change Req'd. 7686,19.8 m Lt. STR. No. 121 I I 1 i 1 LEASE LINE Existing Str. Roger E. & Anita L. Nix Trinity Homes, LLC ! ! ! No Change Req'd. • i i *740.4,20.3 m Lt. Cr G%ntre Associates •666.5 Q Q STR. No. 116 - Existing Str. N 111 ' STR. 0. ----------------------------- -- ---- -- -------------------------- ------------------------------------- ; ; No Change Req'd. Inlet C-15 & 20.4 m = A Exist. R , of 375 mm Pipe Req'd. = LO CO +665 1 , 17 m cD 1 1 Do Not ,! i ! / co R W 17 m R W + 3 17 m i .--------=--------------- --- ---- sti ,b Tees-----._-'..� ,, i �P-P '; Exist. R W I DD_ XIS *764.6 r , 1 1 STR. No. 120 "--~-------- -----------------------Constr Limits ' ---------------- ------------------=---- -.�. '+_` ! f Existing Str. Remove - _ d ® G C G Q i i ------------------- ---------- �. O Q O O = 1 ' ----------------- ---------------- lV lV , Remove 6'4/ • 1 y- ' O i P - 0 co i o i -764A.7.8 m Lt. Q 4.1� ;' END PROJECT STP-6886 007 ! STR. No. 11 � P.G. K P.G. i P.G. STA. 2+728.272"PR-1 " i NoiCh nge Req'd. LJA 1 ! ! P.0.T. 2+ 780.000"A " w Line "A" " PR- 1 " & A ' Sec. Line w O op N 89°50'14" E �ko Ln P.G.N .G. `o K P.G. +693.048 LO � + Remove � � 116th STREET Q N M ca _ + W ri � w 6 © 6 +7 0 O 0 Z +703.695 9 ® 14.901 m z Exist. R W 14.901 m onstr. imi s App. Exist. R/W v O __ o �- G O - Q G � -- 1 +698.954 W R W Ex. R/W(13.716) _ W ® ® 16.291 m ; . 15,201_m R/ +730 W ` 15.201 m Do Not Disturb _ •6665 - *704.9,157 m Rt. Existing Tree U) STR. No. 112 _-''" / +703.694 STR. No. 223 Constr. Limits � W C.B. C-15 & 1.6 m of R W 15.201 m Existing MH 375 mm Plpe Req'd. 20 m R/W +680 +PL +700.861 No Change Req'd. .764. 20 m Q 18.957 m +PL +701 .006 Corner Associates STR. No. 119 Do N t � 16 m +7199 Existing Str. Z Distu Trees ° STR. No. 115 No Change Req'd. W , Inlet B-15 & 18.8 m of X665,l25 m Rt. U; E �' t 300 mm Pipe Req'd. 0 STR. No. 113 � M a ; W MH C,4 & 517 m of c6 Qn� i J 450 mm Plpe Req'd. + 3 LINE " PR-1" TO BE CONSTRUCTED SEC. 1 , T1 7N, R3E 0 Carmel Clay—Park & CLAY TOWNSHIP ALL R/W ON THIS SHEET TO BE AS SHOWN. LL ALL R W DESCRIBED FROM LINE "PR-1" , Recreation Board HAMILTON COUNTY EXCEPT AS SHOWN. V.P.I. 2 700.000 CA n 1 4 . EL. � .20 Inc den al nst f co co t Co r or bikeway, curb & gutter, and storm sewer installation � 253 + 253 Z + END PROJEC STP-6886 007 o e � STA.. 2+728.27 PR 1 252 +666.5. STR, N0. 113 � EL. 250.622 252 atc Exist.) o ---- z .- v .� 1 40 g� 251 + 251 .� 51 .7 m o 450 mm f'ro aced Gra a Line "PR-1" -2.0690 b _ P' +0.459 p — ist. r Line, " » �- °� Pipe _ Ex Ground, A 4pP - _... _ • � � 250 ---- + : w 250 b o � Inv. 249.994 do � _ 43 .6 m � of 300...... 249 mm` Pipe ® -0.92% 0 249 C� Inv, 249.168 q ti Inv. 248.767 248 248 247 247 0 m M CO M 00 � 00 co to M CD .— O LO LO LO 246 N N N N N N N 246 2+660 2+680 2+700 2+720 2+740 2+760 2+780 TBM #14: Boat spike N side Comb. Pwp. no number a.��N������«������,�,� HORIZONTAL SCALE BRIDGE FILE SE. Cor. �) at Huntin ton Bank ��`���� 1. A. �'''''�� RECOMMENDED of Inlet Ss 9 0`` ��E F,p INDIANA 1 :200 s Sta. 2+761 .545-A 12.619 Rt., El. = 250.446 0 i ' 9y FOR APPROVAL — Line A � � V�.• �'•:.�' - � VERTICAL SCALE DESIGNATION • DESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION NE. Cor. �5F = X13 = 1 :50 9785910 of Inlet A•: STATE OF ' DESIGNED: GF DRAWN: MP SURVEY BOOK SHEETS ��o�, •../�p�� .. �� = 116TH STREET LPA JOB 55 of 178 CHECKED: MR CHECKED: LINE "PR-1" CONTRACT PROJECT P.O.T. 2+780.000"A" (Set in Cadd) '''"% �' ��`` _ R 27495 STP-B886 007 CURVE DATA SEC. 36, T1 8N, R3E STR. No. m 23 SEC. 1 , T1 7N, R3E P.I. 4+930.80.5"S-IA " CLAY TOWNSHIP See Une •pR-1• l j Carolyn M. Whitaker CLAY TOWNSHIP ,6 = 19 292 6 (L T) HAMILTON COUNTY LU Y HAMILTON COUNTY Hamilton Woods Section One T = 39.425m L = 78.087m C) Lot 10 R = 229.550m V) + rr h Betty J. Steiner E = 3.361m - Lo P.I. 1+200"A Lot 8 S.E. N.C. Technology Center � .� SE Cor. Sec. 35 _ 11,4 Associates, LTD 0 �� — © -01 • E Danny G. & Mary M. Graves o ■ o �, - +200"PR-17 o F o� v co - * ,r, v� ° r) Temp. R/W for Lot 9 APP• Sec. Line 22 m ■ M ; i o II Dr. Constr. Tem R/W �' © i ! +026 + +036 for Dr. Constr. +96/.3.3 m Lt. © ' i 18 m 18 m +062 + 3 +071 STR. No. 123 ►�h• 16 m Inlet B-15 & /5 m of \ 1 fi m 300 mm PI R d. +Ex. R/W "PR-1" ---; +062 pe eq' ; } i +026 ' Q +071 S +036 Ex. R/11#ff -.APP• Exist. R yy Ex. P.C.(26.851) ' 'r' Remove ice` Ex. R/W ; Q 1`� Ex. R/W(12.192) ('12.192) _� Ex. R/W ( ) . 12.192 12.192 Exist. R/W Q - 1 _ 3 m T -- - -- - - -- - ---- W - K _____� © Constr. Limits Constr. Limits Z _____-_____ � +022.311 rr " +052.713 L\ P. 1+187.612 PR-1 10.036 m 5 `fl. _ 10:036 m 1 ►� COLLEGE AVE E ° E _ +o24s ° o STR. NO. 125 P.T. 4+969.468"S-1-A " r- o � E Inlet B-l5 & 2/J m of r�i K P.G. + o 300 mm Plpe Req'd. 0 1 rn rn P.G. O ® Line " S 1 —A) & " A . Sec. Line S 00 2'42" W P.G. S 0°52'08" E a� _ Lo BEGIN CONSTRUCTION ---' STA. 4+960.000"S-1 -A - P.G. co +9610.3 m Lt. E ,� STP. No. 124 cn C.B. C-15 & 33J m of _L' COLLEGE AVE ° J 300 mm Ptpe Req`d. 1 I N +025.491 +052.713 1 N 0, ;'7 Q :n 10.964 m 10.964 m V d- O O - � Q --------------- Constr. Limits z A-as.. Exist. R/W_ .� N a� ao -072.6,1.2 m Rt. ti � z STR. N0. 224 I- •— W +9522,I89 m Rt. _ "PR-1-(+165.911 .��\ �h � J � ® ,, ''� Adjust Casting to Grade STR. No. 122 +Ex. R/W ) 'Q W Existing Str. Ex. P.C.(26.023 �� • Plug & Proposed Split Rail Fence = No Change Req'd. �•� Remove .� _- A . Exist. R W (� W +160"PR-1" © , W 20 m \`n STR5NO. 126 U) Frederick J. Da \� C.B.C-15 & 43.8 m of y Q \N� I LL] �� I 375 mm Plpe Req'd. z Indiana Municipal �• Q LU Power Agency N � P.I. 5+000"S-1-A " = W J P.O.T. 4+995.974"S-1-A " d = 1°14'50'; R cr SEC. 35, T1 8N, R3E = P.O.T. 1+179.831"PR-1" No Curve Run. rr SEC. 2, T1 7N, R3E 0 CLAY TOWNSHIP �_ For Improvements Along 116th St. P.O.T. 1+179.862 A CLAY TOWNSHIP ALL R/W ON THIS SHEET TO BE AS SHOWN. U- HAMILTON COUNTY See Line "PR- 1 ", Plan & Profile NW Cor. Sec. 1 HAMILTON COUNTY ALL R/W DESCRIBED FROM LINE "S-1 —A" , EXCEPT AS SHOWN. VR L 4 970.000 V.P.I. 5+032.000 EL. 2 8.95 4 Math 11 fith St. . Proposed E.P. EL. 259:086 261 20m V C 50m V.C. 261 MN ^M o Q) N �to ON 260 W N o N _ 260 Exist. Ground Line "S--1 _A„ — --- — 0% T _. _.._ 80q I I 0 o a -1-2.00 — .{-2.0 q 259 +1 .010 — � � — — -- — I � -1.000 — — — __--_ ---- 1 259 a s Proposed Grade Line "S-1 - I I w W 258 --- — — --- 1 258 �o bo •'s BEGIN CON TRU TION --- ------ — ------ ------ — -- ---- ---- --- — q � STA. : 4+960,000 S 1 A Ex�st. San. Sewer I � � I — _ 257 E 1- o L 258.853 I I I 257 ---- — (Match Exist ) I I 256 I II 256 I ; I I I II 255 I I I I Exist. San. Sewer 2J' trj LO N I to � to 00 _ N N M t cD LO . _ -.._ I —— —— Qr 5 J--- — — -- — N N N N LO 254 4+940 4+960 4+980 5+000 5+020 5+040 5+060 5+080 MNS SE SIDE MNS NW 150mm 204mm CRABAPPLE Line "A" 0.198m TBM #2: Cut Square on NW cor. conc. Traffic Signal base y, HORIZONTAL SCALE BRIDGE FILE CRABAPPLE ````�qununernnn, 2.612m 9� 3.859m SW quadrant College Ave. & 116th St. ��.`` ���� A. F,PN'''��%, RECOMMENDED INDIANA 1 :200 MNS W SIDE MNS S.E. h1 0 t$ 9y '- FOR APPROVAL X468 204mm Side Pwp �• F Q Cut "X' Sta. 1 +173.014 A 5.039 Rt., El. = 259.203 ��:f '•:S�o= DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION p6 CRABAPPLE #9-107.8 N. Rim TBM #3: Cut Square on W side cor. conc. light base _ M0. DESIGN GINEER DATE 1 :50 9785910 �, SSMH on E side of College Ave. = 20913 UNE "S-1—A" MNS N.W. ^ ' Cor Twin m Sta. 4+858.722"S-1 -A", 12.299 Lt., El. = 260.093 .o STATE OF ,;�� DESIGNED• DRAWN: MP COLLEGE E� • GE SURVEY BOOK SHEETS 1.22m or T Tree "%�o,�'•°� .tai •''••� ,,�•r AVE. LPA JOB 56 of 178 P.T. 4+969.468 "S-1 - " P.O.T. 1 +179.86?° A = FS�ONAI `°� LINE "S-1-A" CONTRACT PROJECT '''���i, rrrr�����„���E�a�`` CHECKED:. MR CHECKED: S 1 A MNS P.I. 5+000"S-1 -A MNS R-27495 STP-B886 007 0 .3: SEC. 1 , T1 7N, R3E Q CLAY TOWNSHIP Q Q HAMILTON COUNTY Q r >=p Hamilton Woods Section One N 0 0:� 3: Thomas L. Caldwell Betty J. Steiner �` 3 N 00 Roger Keith o Lots Lot 8 z ! & +174./ for �° 1 . 2 •"LLJ Wendy Jo Smith o STR. No. 130 Temp. R/W o ! x +3 a 1 Lot 7 Inlet B-15 & 25B m of Dr. Constr. 4� , a , E 375 mm PIpe Req'd. Paul & Sally Vycocke N ! ,, I I ! Temp. R/W for C'; Xi •• +095 0� �' I Cl- Dr. Constr. a +PL 159.759 Lot 5 Of 16 m ii +105 i g + L----------------------------------- ---------- - - + 16 m +095 16 m / 0 +148+148 C. 1' .895 G + `�' 16 m ro o <C +Ex. 1 � r +PL 159.759 .- ao W (12.192) O Ex„ W u W - ' S © �`� Q Ex. R/W(12.192 +3 +3:: App. Exist. R W Z App. Exist. R/W ' _ ._ 2 �9 `� APP. Exist. R/W PP / Constr. .L' . Constr. Lim \� Limits +148 ------------------ © ----------------- - . O ` -------' �-------- its Ex. R�W C � � � -----Constr. + O 12.192 ____anstr. Limas +103.096 1 +160.726 -'' � 9.0 9 m 130.667 � 8.524 m ►ri 7.941 m 1148,7.3 m Lt. W M K STR. No. 226 +191 .164 P.G. Adjust Casting to Grade P.G. COLLEGE AVE M K 1 4.222 m END CONSTRUCTION 0 Line 11;r" S- 1 —A" & App. Sec. ine STA. 5+205.330"S;1 -A" ao o to _ S 00 22 42 W FORCE MAIN P.G. c P.G. cO. P.G. P.T.O. 5+160"S-1-A " Lo M +I� M _ `'�." +164.054 r� co +192.168 _ M r— 1 � - � ...6.928.. m _ co 6.781 m rh W co r: Z � 1 -------------------------� _ r1_ Constr. Limits N __ __ ____--- .--------------------------------------------- L mi s- r .. Constr.- i t . +185.6,08 m Rt. -- © - --"" �'�� sTR. No. 228 v 1, + %� — o -------------------------- --�� - 9 Adjust Casting to Graff Z Constr. Limits _ + \` •167.7,12.5 m Rt. N ! • 7 *1327,14 m Rt. S TR. N0. 22 ; I- STR. ffo. 12� No Change Req'd + E W 3o m 1 Existing Str. + I W End Proposed Split at ence ,� A Exist. R W No Change Req'd. n7 i` "' App. Exist. R/W Cf� E -� ----------------------------------------- + .•- _ ---------- -- __ -_= - --- =__ - --------- ,9 - ------------------ ------- ---- -------- - -- - --------- --- _ W v CL + - o o Q ,---------------Common Area --B -- - ;------ 'sr' v ® , -------------------------- ---------- ----- --- --- C> E A plewood Homeowner's Association, In, c. p a ¢ Z �` . Day o *1145,127 m Rt. ! �� O °'• David T. & Gertrude C. Brennan C3 Frederick J. D y „ STR_ No_ 225 W +3 No Change Req'd i Phyllis J. Elliott w +3 P ,� Trustees J *132.9,213 m Rt. i SEC. 2, T 17 N, R3 E +n 9 m `�'� -182.4,19.5 m Rt. STR. No. 728 ST�o. 729 S o. 30 /ALL R/W ON THIS SHEET TO BE AS SHOWN. 0 Exlsting Str. CLAY TOWNSHIP Exist/ng Str. Q Existing Str. ALL R/W DESCRIBED FROM LINE "S-1 —A No Change Req'd. HAMILTON COUNTY No Change Req'd. No Change Req'd. EXCEPT AS SHOWN. V.P.I. 100.000 V.P.I. 5 170,000 E L 2 0.50a E�. 2 9.200 261 $0m V.C. 40M V.O. 261 260 +2.08% _,._ -'' o - e - - Pro osed Gra a Line "S-1 -A" 260 c _ Exist: Gr' and Lin S-1 -A _' � q --. 0.011 I � R 259 I —-- —— — --- ------- — 259 �3 b � L I I N D T'I I E ON TR C O w 258 I I STA. 5+205.330 1 258 � W S b o I E L. 2 9.196 � � o I � I I q I M Exi --- ——_ _._:_ ; I Exis . San. S w r I atc st � I 257 — — — ------ — _L_ I 257 L I 256 I 256 I 1 255 Exist. San; Sewer ' 255 Co Co O 00 n o) N N pp LO fl- 0 00 -----—-- O .-. J 0 � r` 0 1 N N O 01 O) o; of o) o) of 5 N N N N N N N N N N N N to LO N 254 5+080 5+ 100 5+ 120 5+ 140 5+ 160 5+ 180 5+200 5+220 MNS N SIDE MNS W SIDE „�NUnanurup,,, HORIZONTAL SCALE BRIDGE FILE 455mm TREE 204mm TBM #4: Cut X" in SE cor curb inlet S side Applewood Cir. o��N ''�• CRABAPPLE RECOMMENDED — _ INDIANA 1 :200 ao on W side of Cortege Ave. ti y N X00 „ ��� Pq o', FOR APPROVAL DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION NO.o �• p Sta. 5+182.843 S-1 -A , 19.176 Rt., El. = 258.968 '' LINE S-1—A = DESIGN GINEER DATE 20913 = 1 :50 9785910 SURVEY BOOK SHEETS CUX" 5TATE OF T E EDGE � � .,••. .• � = DESIGNED: GF DRAWN: MP CU RIM COLLEGE AVE. LPA JOB 57 of 178 MH '' ` LINE "S-1-All CONTRACT PROJECT P.O.T. 5+160 "S-1 -A" MNS �9y,,,,,,""'t�,,,,,,p���` CHECKED: MR CHECKED: R-27495 STP-B886 007 +926J,155 m Lt. SEC. 36, T1 8N, R3E 0 STR. No. 131 CLAY TOWNSHIP Q 16.8 m of 300 mm Pipe, INV HAMILTON COUNTY 0) 2 Plpe End Sec.& + 102 Mg Revetment Riprop Req'd. P.S.I. Energy, Inc. +925.7 Cl. III Dr. Reg'd. LO W = 6.5 m +850 23 m 23 m R/W +960 Q' 23 m �. \ / \ -------Eonskr:-Emmtr----- tr Limits ''' \•___-_- - --- __--__ Cons _ _ ---- --`- `-- C Remove & Plug Proposed 1 .5 m Bottom Ditch Proposed 1 .5 m Bottom Ditch STR. N0. 134 Inlet C-15 �s Lu Remove 8.6 m of 450 mm Pipe, � 5.1 Mg Revetment Riprap Req'd. l - I Plpe End Sea& c� +850 +916.386 5J Mg Revetment Rlprop Req'd. Ex. XW 5.09 m 7.230 m(4.8 Remove-� W m) 5.09 + � � M App. Exist. R W W ri App. Exis R W lLl -- _ cv W • rn 1 +956.925 M rn ° ro 5.030 m E • 1 Line " S-2-4" 1 . 88 M GUILFORD RD. M o rn 1 . 73 t N � S 0°03'00" M E 1 . 42 ` ' N 1 . 57 = P.G. to�1111 P.O.T. 5+840"S-2-A " ro +862 R 1 . 57 ,0 M +970.761 • rn 4 • .72 m 1 4.870 m Q � • App. Exist. . R/W App. Exist. R/W +860 EX. :R W L ----------------- - +916.38fi _ _ ------ (4.877 m) Constr. Limits ` _ 4.870 m --=------------- 1 nV N ConstrA�,T�Its_ +8 11 m R/W - 11 m R/W \\ Q O 1 1 m +947J +970 ,Q �\ �� � � z STR. N0. 135 11 m w +918.8.4 m Rt. Inlet C-I5 & 9.9 m of STR. N0. 132 375 mm Pipe Req'd. +570 w 450 mm PCB & 28 m 20 m PR-1 ' ' UJI of 300 mm Pipe Req'd. o I J = - E +946,8.5 m Rt. 3 L STR. No. 133 ;; w a, 450 mm PCB & 3.9 m E t a w N it of 375 mm Plpe Req'd. ,0 U) + 3 04 1 � � - Z ' w (D BEGIN CONSTRUCTION Donald M. & Waneta Dunkerly w STA. 5+945"S-2-A" cc ALL R/W ON THIS SHEET TO BE AS SHOWN. O, ALL R/W DESCRIBED FROM LINE S-2-A , V' EXCEPT AS SHOWN. rn u� V• •I• 5-4-960.000 CIO LO INCIDENTAL CONSTRUCTION �- S RUCTION FOR PAVEMENT CONSTUCT N, MILLING, RESURF CING, WIDENING AND DITCH CONSTRUCTION m DEL. 256.713 259 + + 50m, V.0 259 BE 1N CONSTRUCTION e ST k. 5+945"S-2-At' 6 e 25$ EL 256.833 258 �^ +916.536 " EL. 256.985 +605. "P -1" STR. NQ. 4 Exist. Ground Line S 2 A a -- __ MATCH EXIST. CROWN 257 - - _ _ _ -0-626% _ 257 b -- ------- - --- +,2.000% a� • ' a +86.9 w 256 EL. ` 255.55 Proposed Profile Grade p 256 b • Proposed 1 .5 m Bottom Ditch +917.7 EL. 255.37 Proposed osed 1 .5 m Bottom Ditch p ._ 0 R �. 255 � � � 3� 255 % V +934.4 +963.4 EL 255.29 EL. 5 _. 2 5 20 254 _ 5 254 253 253 M to ^ N 0 O �t M n .- 0! o0 00 a0 0) .- to (0 c0 c0 c0 c0 n 252 N N N N N N N 252 5+840 5+860 5+880 5+900 5+920 5+940 5+960 5+980 MNS S. SIDE WOOD STOP HORIZONTAL SCALE BRIDGE FILE I POST \E`uA+nn,�9'',,,''' RECOMMENDED INDIANA 1 '200 0 i� •.,� FOR APPROVAL VERTICAL SCALE DESIGNATION LINE "S-2- " vQ';.+ ,.moo ; - - DESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION �' = 1 :50 9785910 O 20913 c MNS NE SIDE �O MNS SE SIDE ` SURVEY BOOK SHEETS s-o '• STATE DESIGNED: GE DRAWN: MP GUILFORD RD. LPA JOB 58 of 178 305mm PINE 305mm PINE �'0'••..,� •t�, lt '''•� . P.O.T. 5+840 "S-2-A" MNS LINE "S-2-A" CONTRACT PROJECT ,y,,,f�����������������„��. CHECKED: Iu1R CHECKED: R-27495 STP-B886 007 SEC. 36, T1 8N, R3E 0 EQ.: SEC. 1 , T1 7N, R3E CLAY TOWNSHIP Q P.I. 5+999.972"S-2-A " Bk. CLAY TOWNSHIP HAMILTON COUNTY 0 = P.O.T. 5+999.972�1'PR-S2" Ah. Dura Development Co., Inc. HAMILTON COUNTY = P.O.T. 1+583.829 A (GUILFORD PARK SUBDIVISION) C0 w 5 STR. Nb. 4 See Line "PR P Of X j �� *028 72 m Lt. +C') SM NO. 138 +PL Match Exist. . I� *025.4 MH C-4 & 19.4 m of 20 m Elevation -+ Q �. .N STR. NO. 136 450 mm PI R d 3 `t � � '-+ x Pe � • __ 3. 96 • C.B.B-15 & 25 m of 3. g 6 07 w ;r. 300 mm Plpe Req'd. 0 iN Q +PL Temp. R/W for +050 i .X Q ` 13.5 m Lawn Grading 13.5 m LU E Ir - - -limits � ' -- - - App. Exist. R/W r h r N Qt 89° 31 ` 02 " —� rn K END CONSTRUCTION M 1 1 STA. 6+067.974"P R-S2" LQ GUILFORD RD - r El. 257.769 o Lin " S-2 A' P.G. E Line " PR—S2"% S 0°03'00" E emove S 0003,0011 E t j K W 1 L App. Exist. R/W Q N 90031 ' 01 "' 1 i R 182 . 9 +0747'.8.4m Rt. o GUILFORD RD. STR. N0. 142 `O N E Li n e "S—2—A' Exlsting Str. ON No Change RWd. S 0000'56", E _ Re ove v 1 11 1 CV 'A2 _ Constr. Limits �� �i ApP• Exist. R Remote `r' A . Exist. R/W 01 Z +068 20J m Rt. W f— -----� --------------- -----= ------ ----- ----- =---=-------------=------- ----- r STk. N0. 74 W W i ; +029.6,8 m Rt. r Exlsting Str. _ Ex. R W 56 6 STR. N0. 139 , No Change Req'd. (f) ►�` 25 m PR-1 - /.7 m of 375 mm _Plpe Req'd. �---- /10 - ----------- ------------ ------------------ - ----------------------- 4 _ 4 W W � Cn i� i +022.07 028,7.9 m Rt. Match Exist. -' 20.775 m 025.4 STR. N0. 138A El. 257.727 I STR. N0. 137 MH C-4 & 152 m of X 3 I Q z .. Q w C.B.B-15 & 3 m of 375 mm PW Req'd. W P.O.T. 5+996.772"S-2-A $' 'X a — » _ 300 mm Plpe Req'd. cn •, C.r3 w Q Ex. R W 18.440 i-- ---------------- -------------------------------- - W = P.0.T. 1+583.856"PR-I" '` Cr► N a P.I. 6+007.178„S_2-A „ i i ,c• �- _! a = P.D.T. 1+576.622"A " Donal R. & Mary Lou Keever �- +060J,2o2 m Rt. I STR. N0. 140 LINE " PR-S27 TO BE CONSTRUCTED For Improvements Along 116th St. x ng r. ALL R/W ON THIS SHEET TO BE AS SHOWN U_ See Line "PR-1 ", Plan & Profile No change Req'd. ALL R/W DESCRIBED FROM LINE " PR-S2" , EXCEPT AS SHOWN. V.P.I. 6+026. 00 END CONSTRU ZoTION rry - 259 Q M EL. 256.85 STA. 6+067.976T R S2 N EL. 257.769 259 Lo 0 N Match 116th St. Pro osed E.P. o +601»PR-1» TR. NO. 45 » „ V rn .,_ r_N Exisfi. Groun Line PR—S2 + w o --1 64 " 258 - - - -- ---- --- _ + , __--_ 258 o Exist. round �, _ +02 STIR. NO. 138 , Line S 2 A7-\ ---- -- _' 2.173% V _ O W g �, 257 Proposed Grade Line "PR—S2" 257 v� Propos d Grade Line "S: o� b q �q 256 .� . w 256 b o 19.4 m of 450 mm Pipe 00 a q 255 Inv. 255.370 Inv. 25 .55Q 255 254 254 253 253 M ap LO 252 N N N N N N N 252 5+980 6+000 6+020 6+040 6+060 6+080 MNS 19 Side N HORIZONTAL SCALE BRIDGE FILE MINIS SW Side aQ CP 197-724 �' CP 197-724 N .30 m Up �� ````"�����a��naux°""aii��� �`���� A. F�"''% RECOMMENDED INDIANA 1 :200 30 m Up �, ®�j 41 — — o , FOR APPROVAL DEPARTMENT OF TRANSPORTATION � VERTICAL SCALE DESIGNATION S Line 3 _ YDESIGN GINEER DATE Line "A" Cut "X" ,L1ph Q 11.173m = t 20913 1 :50 9785910 Cut "X" ���� 10.043m CurbCInlet 01 CPS 300�d609 = -o•`•. STATE OF DESIGNED: MP SURVEY BOOK SHEETS NW Cor ,�Q,. MINIS E Side ccn # E IGNED: GF DRAWN: Curb Inlet �_ ,,,��,r�.'•��Q.�!! •''���,. CP 3oo-sos GUILFORD RD. LPA JOB 59 lof 1 178 P.O.T. 1 +583.859"A:- = P.O.T. 1 +576.§45,3r9= ''''���SON� E •�``'�� CHECKED: MR CHECKED: LINE "S-2-A" & "PR-S2" CONTRACT PROJECT P.I. 6+000»S-2—A" MNS P.I. 6+007.206 —2—A» Set in Cadd R-27495 STP—B886 007 C) 0 0 0 0 C) o o d- 00 Iy c0 1*4� oo M (3) + + + + + OI_,_ J D +850"S-2-A" L +850"S R W 23 m _rEx. Ground -�_x. Ground 1.5 m +860"S-2-9" +856.9"S-2-A" 11 .4 m Lt. ------ 1.5 m PL El. 255.55 R +860"S-2-A" 11 m A B- B Q I � N i o ®1 E zo ® �' N I 1`I to l Cj E1 01 �I q E I col 01 r Donald M. & i w +917.7"S-2-A" 15.5 m Lt. ! CL Waneta Dunkerly a EI. 255.37 a CL 1 P.S.I. Energy, Inc. Perpetual Drainage Easement i +934.4"S-2-A', 15.5 m Lt. Remo El. 255.29 i Margaret . Chen ! ! Engledow Properties, LLC +759 +677 53 m +780 ! +969 i 56.5m 53m i mo a Temp. R/W for Dr. +6. 5 �53 # ' 1 f i 53 m +977.101 1 Remove & Plug & Pavement Remo 49.882 m `\ "i 46.5 m +740 Tempora R/W t� •� 15 +695 +710 32 m 2SS � � for Lawn' Grading i ._ fi +960"S- =-A" 53.999 m s i J . ; 23 m Remove �% R 7(}0 +715 +7 0 • 38 m , N I Do Not Disturb +665 ; 3 m 35 m 32 m Do Not Disturb +790 o f W +695 %emove\® 35 m' Exist. Tree 33 1m Exist. Tree R W 32 m 25 m i �� +968.687 J U 3 m R W 45 m R R R W +PL i +960 , 30 m " ; �______ -�5fi• Do Not Disturb +794 25 m 30 m +97U'S-2-A7 I �---- -------- ,=--------- _�� 256 Exist. Tree +PL 11 m r' Constr Limits +657.4 25.5 L 20 m v. .02 Outlet into ditch 255 25 m R W " 20 m Constr. Limits Coast `---- ---------- , i +608.2 6.6 m Lt. 255 Constr. Limits ® its i El. 255.16 V-El. 7.1 23.1 m Lt. 254.96 Remove +705 256 56.55 P.0 T. 83.85 "PR_1// 17 m 20 m R W = P.O.T. 5+996. 772"S-2-A " _ �� � Remove-� 963.4"S-2-A m Fl- 955-90 P.O.T. 1}583.829"A " Remove 116th ST aP . Exist. R W Abp. Exist R ---_ = P.I. 5+999.972"S-2-All 8k. o - P.O.T. 5+999.972 PR-S2 Ah. 89'31 02' _ LIE "PR-7 " N 89°28'02" E �-_: y e LINE "PR--1 "N 8902810211 E _ LINE A A A Sec. L i ne N 89°28'02" E L INE A App. . Sec_.L i ne N 89°28'02" E h // PP 1 16th ST 1+576,62211 o = P.I. 6+007.178"S_2_A „ g � N 90'31101' ------ - - �' Lim+ts` ` w - Q �p _------------- ____ -------------------------------Constr Limits --- - - ,.. Z w - Constr. Llmlts ----- ---------------------------------------- ---- APP. Exist. R� _ �� ; APP. Exist. R/W APP. Exist. R/W E-- oC b a I i ----- �� i W / _ / `" --------------------------------------- -' Robert A. J r. & W +PL "PR-S2" / Joyce M. Ott = o Donald R & D 13.5 m . _ _ _= i NOTES. -- Mary Lou Keever �o ------ - - - - - . i 1 �1 ill 1 }' Ik % �'" - W a Q . ----- 1 . FOR STORM SEWER LU 1 I o Dura Development Co., Inc. ��' D ra Devefio men ! STRUCTURE INFORMATION 0 ° GUILFORD PARK SUBDIVISION �- Y I+ ; p t o Co.,, Inc. i / Q' �� (GUILFORD PARK SUBDIVISION) SEE PLAN & PROFILE SHEETS. + - 0 % / II , b Z 2. LINE PR-1 TO BE CONSTRUCTED W ALL R/W ON THIS SHEET TO BE AS SHOWN. ALL R/W DESCRIBED FROM LINE "PR-1" , J z EXCEPT AS SHOWN. Y � 3. FOR ADDITIONAL INFORMATION O TO DRY POND MODIFICATION ILL SEE NEXT SHEET. INDIANA HORIZONTAL SCALE BRIDGE FILE /' REV A. F�'''%,,, RECOMMENDED 1 :500 FOR APPROVAL 00 - • �•'�o ' 11-04 DEPARTMENT OF TRANSPORTATION No. DESIGN GINEER DATE VERTICAL SCALE DESIGNATION 2W13 = NONE 9785910 STATE OF .� DESIGNED: MAR DRAWN: MP SURVEY BOOK SHEETS �o�:`••-/. ip •••� �.,c� MODIFICATION TO EXISTING LPA JOB 60 lof 1 178 '�''''''yFy �►�1111E CHECKED: CAF CHECKED: MAB DRY BOTTOM DETENTION POND CONTRACT PROJECT R-27495 STP-Baas 007 C) C) C' 0 00 r**. + SLOPE TIE BACK POINT + T EXISTING PROPOSED r GROUND GROUND TOP OF BERM PROPOSED SEE TYPICAL FOR _ GROUND ELEV. 256.55 WIDTHS AND SLOPES `3'1 PROPOSED BOTTOM OF 3:1 SLOPE 0.3m 3:1 SLOPE TIE BACK DETAIL ---- - --- EXISTING ENTRANCE PIPE NOT TO SCALE ROPOSED xisting Ground PROPOSED (CUT PIPE FLUSH WITH PROPOSED SLOPE) BOTTOM OF 3:1 SLOPE MULTI-USE PATH POINT # STATION OFFSET 1 1 1 +710.11 33.66 SECTION A-A / / , / / / / NOT TO SCALE / 2 1 +715.34 33.59 / ���= �\ / / I ��� / 3 1 +719.29 30.24 4 1 +732.02 5 1 +736.43 30.23 6 1 +740.74 31 .27 7 1 +746.74 34.15 8 1 +752.23 40.39 9 1 +756.28 45.72 1 p 1+768.27 49.90 1 1+768.57 51 .72 12 1+774.95 51 .22 13 1 +779.84 47.06 14 1 +782-12 41 .97 15 1 +783.03 35.82 /, _ , �'� -_ \\\ \ \ \ CONST'RUC�ION LIMITS/SLOPE TIE BACK LINE 16 1 +783.45 32.29 EXISTING ENTRANCE PIPES / / / / / / / / , \ \ \\ 17 1 +783.98 29.29 18 1 +783.91 25.60 SLOPE TIE BACK POINTS Q / .�� PERPETUAL DRAINAGE EASEMENT // / / �� / + ,o \ NOTE: ALL POINTS ON THE L I SLOPE TIE BACK LINE AT EL. 256.55 \\ ` \ / / / / / /; //�/ / �' ` I I �� } } I a I I POINT # STATION OFFSET N-1 1A 1 +710.71 28.99 --71 r--- - '�..., ��. /r� 2A 1 +715.07 28.95 3A 1 +718.44 28.09 cr \ ) 4A 1 +731 .42 25.63 5A 1 +737.11 25.63 6A 1 +742.46 26.95 7A 1 +749.41 30.34 �' 8A 1 +755.93 37.56 \ \ \ '� i XIT PIPE 10A 1 +765.06 45.59 / +774.87, 24.98m LT. , I I I 1 1 A 1 +769.61 47.19 \ \ \ \ } } /% �I 12A 1 +773.18 46.95 A I 13A 1 +776.38 43.85 \ \ ( Ate, --2A_ - � .a AlV� 5�4 - ----- OTTOM OF 3:1 SLOPE } } I I I f / - -`.., -- _._,., ._ __- = �� } } I 14A 1 +777-61 40.83 l _ 255.0 �-- ' ------ .=�- _ ��'} } � } / 15A 1 +778.35 35.59 - -- INV. 254.38 16A 1 +778.78 32.27 I 4q _0 ��SA ---- I \ S= � } _ 17A 1 +779.35 28.85 _-r-r--- PERMANENT RIGHT-OF-WAY S=0, � ------ I / � � / �, ------ 255.0 � � � 5fj-�-i I m / ,.__ 18A 1 +779.26 25.54 +71 1 .5_1 , .1 m LZ....r--- ___-- TOP _OF BERM 256.0 �-- } } } } } I } 1 i } / BOTTOM OF J. SLOPE POINTS Q 256.4 - 1 NOTE: ELEVATIONS VARY FOR POINTS 256.4 / r j f I I I ON THE BOTTOM OF 3:1 SLOPE LINE MULTI-USE PATH TOTAL CAPACITY 790 m3 TOP OF BERM ELEV. 255.54 e EXISTING POND DETAILS � N v Remov TOTAL CAPACITY 3571 m3 116TH ST. 100 YEAR DESIGN CAPACITY 1408 m 100 YEAR ELEVATION 255.75 3 .� . w MAX DESIGN FLOW IN 0.275 m/s �� � MAX DESIGN FLOW OUT 0.221 m%s LINE PR-� CONTRIBUTING DRAINAGE AREA 19.6 ACRES a N 8902 8 102" E PROPOSED RAISED MEDIAN FREEBOARD FOR 100 YEAR STORM 0.8 m � o a PROPOSED POND DETAILS NOTES: 1 . FOR STORM SEWER STRUCTURE INFORMATION, SEE PLAN & PROFILE SHEETS. 2. FOR PERPETUAL DRAINAGE EASEMENT AND PERMANENT R/W DETAILS, SEE DETENTION POND DETAIL HORIZONTAL SCALE BRIDGE FILE ,,, ,�,►„ ,,,,,,,y, INDIANA ````����•��\E�. A. F��'��. RECOMMENDED ? :200 .;�4,- FOR APPROVAL DATE�4 DEPARTMENT OF TRANSPORTATION VERTICAL NO E SCALE DESIGNATION NO ,o DESIGN GINEER 9785910 20913 - SURVEY BOOK SHEETS MAB MODIFICATION TO EXISTING 178 ,o STATE OF DESIGNED: MAB DRAWN: LPA JOB 61 of ,,�o�;-••.����� •f' � :r DRY BOTTOM DETENTION POND CONTRACT PROJECT GAF CHECKED: GAF R-27495 STP-8886 007 N`�ma..`a``` CHECKED: +o7s.s SEC. 36, T1 8N, R3E SEC. 1 , T17N, R3E or More Information of +275'PR-P 30.44m � , CLAY TOWNSHIP STR. NO. 92 CLAY TOWNSHIP +080 emp. Access Rd. HAMILTON COUNTY 0 +068.5 0 28m ee Ralston Ave. Detail C) See Une 'PRl' HAMILTON COUNTY 31 .5m ��` Plan & Profile ! 0 �- -,275PR-P,12.6 m Rt. T STR. NO. 93 See Une 'PR-l" � ! Plan & Profl/e . . �� i Temp. R/W for OC3 For Additional Information See �, ; Temp. Access Rd. & Dr. Constr. 1 Ralston Temporary Access Detail 1 A p. g U' i Ei i 1 K '' Temp. R/W for Do. Not Disturb i Robert & Sally -------------- i Ret. Wall Constr. Bratton K 1 �,� Michael B. King i �' Remove Portion of 'N i I +068.5 ! Temporary Access Road 16m a CG STR. NO. 91 I ~ W 3 +268"PR-1„ •038.4 Temp. R/W for " ' +080 t W Q v°' 17 m STR. NO. 15.3 Temp. Access Rd. o I` 1 11 m See Une 'PR-P i l�.i _ & Dr. Constr. M i i Plan & Praflle Q% Do Not inlet B-l5 & 7.2 m of co ! ; o .X G Disturb Trees o ® as i X w +265.5 PR-1 300 mm Pipe Req`d. Remove G (n U 19 m Exist. Dr. i w � ' ° +060 °+3 +0 2 ci co ��, ---- --- R W App.R W 4.868 Ap�.R W 4.757 -+� a Z Q -` `-"` 1. Exist. R ` Constr. Limits' i App. /W ------------- --- ------ .�' 2- I A Exist. R/W 0 90029" 32 "' +018.356 _1 cu +043.233 1 M 3.6 m ,� 1 ® P.G. E 1 m RALSTON AVE. (25 mph) M R Line " S-4—A' +018.615 1 c°. +043.233 1 M S 00 19 46 W r" 3.6 m 1 L� f I - -- -------- ------------------• 8+000"S-4-A " Imo' � Constr. Limits C ;- Constr. Limits = P.O.T. 2+257.241„A „ (1. - ® _------------- -- ®� END CONSTRUCTION - 1 Q _-- STA. 8+073.233"S_4-q„ G � C i� App. Exist. R/W ��� �� App. Exist. R/W N �1 op Q- I i I C) ' -2537,12.6 m'PR-l' I JQ I i STR. N0. 90 ! I s +Ex. R W(246.97) Z 19 m PR-1 See Une PR l' o +A . Ex. R/W ' 406842.5 m Rt. Richard A. .E 2 ' 005 ' STR. NO. 229 & W K Ji 17 m PR-1 - ! Gail M. Gall M. Schmid = Adjust Casttng to Grade : V Ir 1 K ® i �� Schmid C) I o� Temp. R/W for C6 d Q W A . R, QG �� Ret. Wall Constr. + 3 i W PP 9 Donnybrook Addition 1 ; Go I Lot 1 0 -,038.4 ; i •X ; E STR. NO. 154 i Z w a C.B. & 28.4 m of Roland W. & Ruth Anne W Q 300 mm Pipe Req'd. Slagle W BEGIN CONSTRUCTION � STA. 8+007.000"S-4-A" pC For Improvements Along 1 16th St. ALL R/W ON THIS SHEET TO BE AS SHOWN. O ALL R/W DESCRIBED FROM LINE $$S-4—A" , U- See Line "PR-1'; Plan & Profile EXCEPT AS SHOWN. V.P.I. 8 020.000 ' V.P.I. 84050,000 `� Incidental Constr. for Surf ce Milling, M BE _. IN N esu acin Roll Curb onstl'uction COIUSTRUC ON 9 �L. 2 1 .813. _ El. 2 0 9 .3 2 �, 253 T + 7 -4 q" o 253 ELE . 252.073 V _ +253.7 STR. NO. 90 o _ o y Mat h 116th St. 64 1�i 252 Pro osed E.P. -2.0 q; 38.4 STR. NO. 154 w 252 END CONSTRUCTION Ca 4. STA. _ +073. 4 x'37 233..: S A 251 a _ EL. 250.258 251 _ Proposed Grad Line "S-4-A" P (MATCH EXITING) ._ o.s � Q b Exist Ground Line - 77% 250 4 A • ao — — 250 � m Pie' ® +0.5% a _ 28.4 m of 300._.._ Pip ,6 Inv. 249.526 6 o Inv. 249.384 249 24 8 248 247 247 M M Q O n M �p M n N (� � p 246 N N N to to " N 246 8+000 8+020 8+040 8+060 8+080 455mm Tree �,,,puuunuupry,,��i .��``�� (�L A. f'�9''%,, RECOMMENDED INDIANA HORIZONTAL SCALE BRIDGE FILE • ��� Line — — 0� FOR APPROVAL � DESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION 2os13 1 :50 9785910 STATE OF SURVEY BOOK SHEETS 375mm Tree vy -oho: .•f DESIGNED: GF DRAWN: MP RALSTON AVE. •, ,�'' �Q• ••''•� LPA JOB 62 of 178 P.O.T. 2+257.241°A"_ '''',,,4FS,�� E�G,,.•`° „ oy„�n�nN� ����,,,�a CHECKED: MR CHECKED: LINE "S-4-All CONTRACT PROJECT P.O.T 8+00Y'S Set in Cadd R-27495 STP-8886 007 SEC. 36, T1 8N, R3E CLAY TOWNSHIP C.) HAMILTON COUNTY C) C) LO i Kiros & Shahla BEGIN CONSTRUCTION Ghermai STA. 4+955"MONON" STA. 4+955"N-RAMP" D P�- +999.150"MONON" � PP 3.140, L t. ( Handrall) +010.000 "MONON" +030.000"MONON" _ +965.9 0 4.200, Lt.(FF) ,-----___- 9.944 3.090. L t.(FF) y. r App. Exist. Rf W Limtts_� ' z _ Constr.___ rn -------- --- cn Existing Wood Rail Fence � to Remain in Place City of Carmel Parks Department L •---------.--L-im-i-ts- -- T Constr -- -__� --- --- =-- — -_ �___ ._ ----MON pN TRAIL T O Ln Line " MONON' T T T T m -__-_ P.T. 5+047.353 m -__- S -__ City of Carmel � ---- _ I P.I. 5+013.782 m -- _ _ n -- Parks Department 01 11 -------__ ---____ __ e ® ___----- -- S °06' 4" - Q - 16 1 N �` P.C. 4+979.960--------------- ��~ +999.000"MONON" -=- / _ 06 2.400. Rt.(FF) m -- _ st LO --_ <_- --_- - -- --------------------- ----______ Sta. 5+025 "N-RAMP". 1.8 Rt. O ____ Connect New Wood Fencing to + Co Z Sta. 4+955.000 "N-Ramp" ---~--- --' ---- - ' Connect New Wood Roil Fencing R W - -- --- - - - ---- ------- ffosest-EXlsting Post ns�r Llmjts z to Closest Existing Post - ---- S 28_°,52 X27„ W W PL(10.159 m) 5 12. - W 12.5 m RAW `�-'--- _ +050 U) Remove & Reset 70 m of Existing Woodrall Fence 19 m W (see Typical Cross Section.) W NOTE: � NOTES: EXISTING AT&T FIBER OPTIC CABLE SHALL BE RELOCATED Engledow CURVE DATA p ALONG THE EAST R/W LINE TO AVOID ANY CONFLICTS Properties, +998.000 "MONON" P.I. 5+013.782 'W-RAMP" (FF) = Front Face of Precast Concrete Retaining wall Z WITH THE PROPOSED MONON TRAIL UNDERPASS, THE LLC 2.475, Rt., Lighting and Surveillance Camera W PROPOSED RETAINING WALLS, AND PROPOSED DRAINAGE Pole on INDOT Std. Round Light Foundation. d = 12°04'00.206 (L T) 0 (Camera mounting height = 4.72) T = 33.822 m W STRUCTURES. (See Special Provisions) L = 67.393 m J R = 320.000 m ALL R/W ON THIS SHEET TO BE AS SHOWN. cc E = 1.782 m ALL R/W DESCRIBED FROM LINE " MONON" , O S.E. = N.C. EXCEPT AS SHOWN. U- V.P.I 5+040. 00 N-RAMP -EL. ' 2 4. 302 40M VC.257 257 +005 .3m Lt. "MONON" +0.56 V 9 o EI. 25 .335 ....... 4 � 256 256 Grade of V Ditch Reqd Lt. „ .� PIS � _ tted 3rn Above Datum a BEGL CONSTRUCTION N I. 253. 7 UC � 58 255 STA. +955"MONON" 255 4+955"N-RAMP ti + - b t q Prop osed Grade Line „ N-RAMP„ 2, 3.868 10 %E L: a w W 254 — 254 . o Exist. Ground Line MONON q 253 253 Qt � 1 v 1i_ ' „ „ a +015 2.69m Lt MONON _ Proposed Gr de Line MONON I -I 7 9 EI: 5 ,� 2 3. 53 Grade of Special V .......... 4. P ` 5549; 252 Ditch Re d Lt. 252 V.P.I. 5+000 000 MONON 0.3m Constant Depth �Orn Lt: M P EL. 2 4.098 Q.� V Ditch 40M VC, El. 5 4 i Req d Lt. 251 2 2 8 (;Plotted 3m Above Datum) 251 st In tD d to 00 CD N co DO M N M Go N N 250 N N LO LO N N N N N N N N 250 4+940 4+960 4+980 5+000 5+020 5+040 0%ig%p""'"#Iliq,/j HORIZONTAL SCALE BRIDGE FILE A. F ''''%,, RECOMMENDED INDIANA 1 :200 ��0., •.9'y� FOR APPROVAL 11-11-04 VERTICAL SCALE DESIGNATION YDESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION 1 :50 9785910 z 20913 STATE - DESIGNED: GF DRAWN: MP SURVEY BOOK SHEETS ;,�o�;•..�k� ..-' �` r MONON TRAIL LPA JOB B 63 "MONON" �� �� of 178 LINE MONON & N-RAMP CONTRACT PROJECT CHECKED: IuIR CHECKED: R-27495 STP-B886 007 P.I. 2+009.460"PR-1" P.I. 2+009.460"A " +012'PR 1',125 m Lt. CURVE DA TA SEC. 36,TOWNSHIP R3E (Mon. Type B Req d.) Q A - 0 22 12 , RT. SEC. 1 , T1 7N, R3E P.I. 5+188.321 "S-RAMP" CLAY TOWNSHIP " - STR. No. �8 CLAY TOWNSHIP HAMILTON COUNTY A = 002211211P RT. No Curve Run See Line "PR-1w HAMILTON COUNTY U TOWNSHIP A = 6°25'29.540" (LT) (No Curve Run) T �• 114 Sec. Cor. T = 11.225 m +080 7.4 Lt. + CD (Sec. Cor. Mon. Req d.) L = 22.427 m STS'. IIIo. 143 ➢ James Burch R = 200.000 m Drop MH C-4 & 421 m P.O.T. 5+126.067"S-RAMP" E = 0.315 m of 300 mm Pipe Req'd. CD JF, = P.O.T. 2+012.507"A , 11.685m Rt. S.E. = N.C. • rr► ►_ = P.O.T. 2+012.528"PR-1; 14.885m Rt. •g�/� Brookview Z N• .�i •138.4,10-9,s m �� �'?e I VO. X47 '` cI STR. No. 745 +o25"PR-1" Properties LLC *080 3Z. m Lt. 50 m 600 mm P.C.B.& 40B m SM No. 144 �° CO-) CB.F 7 & l5 m of of 450 mm Pt R d. Klros & Shahla v, �" 35 m of 300 mm Pipe & o 600 mm Pt R d. p, / /80,35 m Lt: l Pipe End Sec.Req'd. Ghermal Temp. R W for + v + 9.6,35 m Lt. Building Removal STR. No. 148 ,. TR. No. 146 600 mm P.C.B.& 5.4 m rn . +025 PR-1 9•3 m of Trench Drain,7 m of of 300 mm Pipe Req'd. t° N R W 300 mm PVC Pipe Req'd. » -o _ , co For Details of Trench Drain, +015 PR-1" PL 74.517 m n see Monon Trat/Gen.Plan Sheet. 60 m + 18»PR-1" R W __- P_ Exist. co \`� ----- ---- ------------------------------ Constr. Limits _r ___ 19 m "PR a - c.� Constr. Limits ------ --_ i +015.8 Exist. R/W .35 PP A --- -------- . . 5+188.321 OJ y P.C. 5+177.096 f n HA- ---- - _ 9 +080.000"MONON" _ S 7016 9" W Q ----- �u - +093.780"MDNON" +14 . 0 "MONON" --- + ,� IVI O NON TRAIL f 128.285"MONON" 9 ------------------- ------------ 180.000 MONON Z 144 ® 2.450, L t.(FF) 4.236(FF) 4.236, L t.(Ff m 0 2.450, Lt.(FF) Lin N MONON TRAIL o Qe-.._M-E}�'d-O-Pd h City of Carmel _ _-_------- --------------- - Parks Department ® -`- - _ • Q 0056' 19 "19 " ___________________`" City of Carmel Q L�rle +09 J. ONON" P Constr. Llm-s - N �` Parks Department , Rq 2.430, Rt.(FF) __r__ _ - +128.285"MONON" ® A S 16°p6r1 __ 2.430 Rt.(FF) ® � PP• ex►st R/W 4 W _ --.---- - -_ _ EX►St. R/w --` +993.568"A" _ '-"`� ApP m LO --- --- ------------------ _--------------------- Z't _-- 18.288 - R Constr. Limas =--- -'� ___ J V ---------------- _____-_ - ---__ S 0 21 -' `_ - +996.571"A'• c rr -------______-----------_------------------------ m W 3.771 \, 7 Lei -vD ------------- _ I L1� ___-- • ,-L;m +090.000"N-RAMP , -j -o ----- _ �nstr• 1 .8 Rt. ® _� -1 �' m Cn 0 19 5m P.I. 5+054.634 RAW ' � s; Robert A. Jr. & W fr1 " ; X rr► oil �, Joyce M. Ott NOTE: � CURVE DATA EngledoW +988 PR-1 ; �a �. Lot 1 EXISTING AT&T FIBER OPTIC CABLE SHALL BE RELOCATED Properties, 30 m Q ' Cypress Estates ALONG THE EAST R/W LINE TO AVOID ANY CONFLICTS 0 P.I. 5+054.634 "MONON" LLC WITH THE PROPOSED MONON TRAIL UNDERPASS, THE z A = 28°28'05.808" (LT) STR. No. 1 P.o.S.T. (P.L + 66.902m)"MONON" PROPOSED RETAINING WALLS, AND PROPOSED DRAINAGE W T = 152.204 m PA.C.5+111.614 WNW = P.o.T. 1+999.658"A " STRUCTURES. W L = 298.119 m P.o.T. 5+097.482"N-RAMP" - P.O.T.2+006291'PR-l' J R = 600.000 m = P.O.T. 1+999.446"A '; 20.623m Lt. NOTES: ALL R/W ON THIS SHEET TO BE AS SHOWN. CC: E = 19.004 m = P.O.T. 1+999.446"PR-1': 17.423m Lt. For Improvements Along 116th St. (FF) = Front Face of Precast Concrete Reatining wall ALL R/W DESCRIBED FROM LINE " MONON" , S.E. = N.C. See Line "PR- 1 " Plan & Profile / EXCEPT AS SHOWN. +0 2. m Lt. "M NON" V.P.I ." » Grade of Special V itch Req d. Lt. 5+ 180. 2100" S-. RAMP" El. 25.1 .220 . "S--RAMP",, EI. 255.07fi -S-RAMP", El. 254. 96 . . , PI 'tied 1 rrt Above atu --.' Gra e o S cial V © o m _ ( ? EL: 2 5. 153 -..,• ,- d � , P 5% +097.482 N-RAMP"_ +126.067" RAMP" 256 - _ Duch Req d. Lt. +3.37 El. 255.285 -0.80% +0.30%0 0.56% 256 1.02% 0.3 m, Constant Depth, "-"' » » V , +080 .30 m Lt. MORON Proposed Grade Line "N-RAMP" » _ „ Proposed Grade Line "S-RAMP" " , 17+180, .7 m t V Ditch R _d. Lt. _ _ _ _ + .P P o q R STR.... . 0._ 7 _ 5.... ..RAMP El, 55.426 _ y e El. 25 .850 +180, TR. 0. 147 ., S RAMP", El. 254858 64 �, (Plotted 5 m Above Datum) " +1.710% 255 - ZO.535% _ _ - 255 80 STR. 0. .:143 - - •°� ----- --- - - Exist.' Ground Line MONON' /'-(Plotted 0.2 m Constant a th �. _- V Ditch Re d. Lt. o a _ +130 2.40 m MONON q „ 254' 2 m Abo a Datum ''""` 254 +140 .335 m Lt. "MONOW --' 450 m � b , 4 _ 54.8mof EI 25� .124 .--- STR. 0 1 ri p w 253 Monon Trail Underpass _- --- . W P 253 b � V.P.I. 5+0 o 65 X00 MONON 5+ 155.000* MONON" 65%a ao .s 1 3 EL 25 . 1 38 I� E1.:. 251 .405 � N 252 Inv., O 252 920 252 V --45547, Proposed Grade Line "MONON" - , +0.297% -., - �-mil e 0.74%251 �--- ------ 40.6 m 45P Inv. 251 .290 251 42.1 M---Of--300 m 15 Pie -0-98q f 600 mm Inv. 2513.990 Inv. 250.815 m 8 5 Pipe {ap +0.53% 250 Inv. 250. 01 Inv, 25 40 Inv. 250.320 250 CD OD N N N .- N e- Cn cD 00 000 M O LO co M n N N N N to to to to ko 0 I 249 N N N N N N N N N N N N 249 5+060 5+080 5+ 100 5+ 120 5+ 140 5+ 160 5+ 180 TBM #9: Railroad spike S side Comb. Pwp. #100 \\\p\ "//N HORIZONTAL SCALE BRIDGE FILE W side Old Monon R/R on N side 116th St. "`�f '"'' RECOMMENDED 1 :200 ��E1 A. Fq INDIANA Sta. 1 +995.909"4', 5.757 Lt., El. = 255.201 Q.O. -Z FOR APPROVAL - - ',', �:• ••'•� DEPARTMENT OF TRANSPORTATION NO. DESIGN GINEER DATE VERTICAL SCALE DESIGNATION TBM Standard USC&GS Tablet = 20913 1 :50 9785910 Y-42 1934: S1 -T17N-R3E Hamilton Co. IN = .o•= STATE of DESIGNED: GE DRAWN: MP SURVEY BOOK SHEETS # ® CL 11 1th St. & 15' +/- E of Old Track �o'•• !. •���� MONON TRAIL LPA JOB 64 of 178 Elev. = 255.737 � '`� •• �'��•••:� '� ° FS�ON�I E��`����� LINE "MONON" nN-RA� 11 & "S-RA�� " CONTRACT PROJECT CHECKED: MR CHECKED: R-27495 STP-8886 007 SEC. 1 , T1 7N, R3E CURVE DATA O CLAY TOWNSHIP P.I. 5+275.824"S-RAMP" 0 HAMILTON COUNTY d = 5°4948.474" (R T) a N T = 10.184m M + L = 20.351 m + LO R = 200.000 m LO E = 0.259 m Brookview Properties LLC S.E. = N.C. •280,77 m Lt. 1257.000 WONON" STR. No. 151 •235.7.7 m Lt. ., Lighting and Surveillance Camera INLET F7 & 44.7 m of STR. No. 749 3.100, Lt Pole on INDOT Std. Round Light Foundation. 375 mm Plpe Req'd. 600 mm PEA& 54.8 m (Camera mounting height = 4.72) of 450 mm Plpe Req'd. (See Special Provisions) W - _ Z APP. Exist. R/W APP• Exist. R/W ---------------------------- _ - --------------------- - Constr. Limits --�__-.��--------------------------------------- - ------------------------- ----- ------------------------------ _-- -____ P.T. 5+285.991 City of Carmel j f -- __ Parks Department END CONSTRUCTION P.T. 5+199.523 ® .C. 5+265.640 + --`' _____________Constr.-Lfmt - STA. 5+320.000 "MONON11 W Q Line S— AMP STA. 5+320.000"S-RAMP" -- 2,523"S-RAMP S 0°51'10" W W ® 8 W jr MONON TRAIL Line, IVIO IF- � o Q 23"x- Q -- -------___ --------------------------- Constr Limits P.T. 5+200.549 9 +230"MONON" 255.000"S-RAMP ----- - "-- Q ® City of Carmel 2.400, RUFF) .,, L800, Rt.(RF) -Parks Department ,-,- +254.850"MONON" A Exist. R W Constr. Llmlts ---__`_-_----------- ------------ '' 2.450, Rt. (C Handrail) PP App. Exist. R/W --------------- _ dN' �+ + •280.42 m Rt. 06 z STR. No 152 LO INLET- E-7 & 11.6 m of Q STf�. 0. 50 300 mm Pipe Req'd. J 600 mm P.C.B.& 12 m z CL of 300 mm Plpe Req'd. F— W Robert A., Jr. & Joyce M. Ott Q W Cypress Estates Cn W W NOTES. (n (R F) = Rear Face of Precast Concrete Retaining Wall 0 Z NOTE: W EXISTING AT&T FIBER OPTIC CABLE SHALL BE RELOCATED ALONG THE EAST R/W LINE TO AVOID ANY CONFLICTS W WITH THE PROPOSED MONON TRAIL UNDERPASS, THE ALL R/W ON THIS SHEET TO BE AS SHOWN. PROPOSED RETAINING WALLS, AND PROPOSED DRAINAGE ALL R/W DESCRIBED FROM LINE " MONON" , STRUCTURES. EXCEPT AS SHOWN. 0 0. m; V.P.1. 5+260.000" MONOIT 2 � Constant epth V Ditch Re d Lt. ".796 m q MONON" El. 254.-.. . :1 E�.. 2 5J. 63 257 (Plotted 3m Above Datum) 257 256 --' 256 P posed Grade Line "S—RAMP" �— — +0.387% _ q Ci $7% q� 255 255 ai Exist. Groun Line MONON END CONSTRUCTION 6 + ST A. 2 . S M N 5 3 0 00 WO NON" ro osed Grade Line MONON" 5 m P,i e 1 . 0 P 44.7 m of 37 � �� a w W 254 STA. 5+320.000 'S-RAMP" 254 rs° Inv.; 254.0 EL: 255.695 o • 40 w 54.8 _m _of 450 P +oa% h Inv. 3.590 2553 Inv. 253,360 0 253 �1 , +220 1 .80 m Lt. + 6 �, � rode of Special V itch Req d. Lt. +235 2 53 m Lt. 2 0 2.87 m Lt. — 63 +280 3.41 m Lt. +320 3.81 m Lt. Platted _3 m Below Datum S—RAM El. 255. 65 j-S_ S=RAM El. 255. 63 RAM . _ _EI 254_988 I, 5.163_ _ E _ 25_ _ S ...RAMP"-, EI. 254 963 ._._ — 1 252 +1 .02 .� ,_ash —_. -.-- -- — --- _" +0.30% —0.50 +11 .00% --- 252 —1.42 > , --- �° �.. "MONON", El. 254.202 +3.75%__j+200, 5.0 m Rt. , — ; .� �-- .r+•� Grade of Special V Ditch Re d Rte --• — ..-- 251 M N0 , , El. 254.699 q MONOW, El. 254.952 Plotted 3m Below Datum 251 co 00 LO In PO to 0 N d IA In co co co ri M 1A L6 Ui Ui tL) to to 250 N N N N N N N N N N N N N N 250 5+200 5+220 5+240 5+260 5+280 5+300 5+320 ````� pU111lHlHllllq/�j'y HORIZONTAL SCALE BRIDGE FILE �Et A. F '''v,, RECOMMENDED INDIANA 1 :200 9 ''- 0� y FOR APPROVAL 11 -11 -04 J* ':co' DEPARTMENT OF TRANSPORTATION DESIGN GINEER DATE VERTICAL SCALE DESIGNATION 20913 _ 1 :50 9785910 -o•'• STATE of ; DESIGNED: GF DRAWN: MP MONON TRAIL SURVEY BOOK SHEETS �,�'p�;'••./,�r � .••'� LPA JOB 65 of 178 LINE "MONON" & "S-RAMP" CONTRACT PROJECT CHECKED: MR CHECKED: R-27495 STP-8886 007 Q � W CD N D O LOCATION OF SPOT ELEVATIONS ON Q I C) NORTH COLLEGE ARE FROM LINE " S-1 -A" Q O N 0 LL- co Ld +956.93, 1,57m Rt. _� + �- El. 256.855 U +956.93 5.03m Lt. � �` +956.93. 4.87m. •� T J E/. 256.789 El. 256.723 O +960.00, 3.26m, L t. +960.00 1.57m Rt. +960.00 5.00m Rt. U ► El. 258.876 E!. 0.00, 5 ; +960.00 5.00m L t. El. 256.873 + +960.00 5.21m Lt. + .- , El. 258.897 +960.00 9.51m Lt. +960.00, 4.87m, Rt. El.95256.82 256.771 960.00 9.45m Rt. J El. 258.951 El. 258.951 + El. 2 6.837 +960.00 +965.00 5.03m If +965.00 5.00m Rtr�96 .33m Lt. 965.00 3.29m Lt. 965.00 1.57m Rt. El. 256.84 El. 256.893 El. 258.950 0 El. 258.9 38 El. 256.924 LOCATION OF SPOT ELEVATIONS 0 N +965.00 5.00m L t. +965.00 +965.00 6.33m Lt. +965.00 9.44m Rt. 'El. 258.957 +965.00 4.87m Rt. El. 256.90 El. 256.837 NORTH GUILFORD ARE FROM LINE "S-2-A" El. 258.984 +965.00 9.54m Lt. El. 256.915 + +970.00 5.00m Rt. El. 259.009 7 t• 97256. 5,03m Lt. El. 2569 1 " El. 258.998 +965.00 0.30m Lt. +966.71 9.52m Lt. El. 256.974 U +970.00 # J,E�l. 258.914 El. 259.028 +970.00 4.87m Rt. 970.00 8.59m Lt. +970.00 9.56m Rt. El. 256.962 El. 256.911 El. 259.016 +970.00 5.00m Lt. El. 256.993 El. 259.018 +975.00 5.00m Rt. + 7 0. 7m Lt. +970.00, 9.85m, Lt. +975.00 1.57m Rt. +9725 009 3m Lt. El. 259.048 9 0.00 2 El. 259.070 El. 257.041 El. 258.979 +970.00 3.3 Lt. +975.00 10.00m Lt. +9 00 +975.00, 10.00in L t. +975.00 10.72m Rt. El. 259.000 El. 259.131 +975.00 5.44m Rt. El. 257.033 El. 256.984 E!. 259.04 7 +9 1. 2 S.00m ` Rt. +975.00 11.75m, Lt. El. 257.074 +980.00 19.31m Lt. El. 259.135 + El. 259.148 + +975.00, 12.42m, Lt. El. 257.009 +981.19 22.09m Lt. +980.00 10.02m Rt. 975.00 0.59m Lt. f+975.00, 5.00m 980.00 9.98m Lt. . 257. 4.87m Rt. El. 259. El. 259.066 El. 259.221 El. 257.147 El. 256.969 El. 257.020 +980.00 El. 259.084 +980.00 7.81m Rt. +980.00 15.00m Lt. +982.7 1.0 +980.00 1 .95m Rt. El. 0.00 6 +975.00 3.09m Lt +980.00 16.38m Lt. El. 257.165 El. 257.039 El. 259.07 El. 259.067 El. 259.249 +982.50 10.00m Rt. El. 256.985 El. 257.216 •0 +980.00. 10.00m. L t. +980.00 14 96m Lt. 1. 257.118 El. 257.069 El. 259.244 +980,00, L57m, +980.00 5.03m Lt. +982-05, 5.00m Lt. +982.87 25.20m Lt. El. 257.124 El. 257.096 +980.00 5.00m, Lt. El. 257.009 + El. 259.181 El. 259.361 E1.259.467 +986.61 4.87m Rt. +986.53 10.00m Lt. +986.44 .00m Lt. 1. 257. 25.00m Lt. 1.259.175 �259.207 /.259. 0 El. 257.1 0,2 El. 257.103 L259.337 1.259.402 El. 257.262 El. 257.18 El.259.077 + 1.259.110 1 259.142 /.259.305 +986` 75 20.72m Rt. +986.66, 10.00m, Rt. + 986.53 5.03m t. + 1.259.370 1.259.435 986.57 El. 257.212 986.31, 31.03m Lt . +153.4 -l", 10.20m Lt. 1.259.272 El. 257.341 El. 257.287 +g .58 .5 m Rt. E!. 257.237 El. 257.057 E1.259.100 El. 257.245 +986.40 20.00m Lt. 1 16th STREET El 257.135 °- E1.259.611 1.259.221 ,-{/,259.286 1.259.351 1.259.416 1.259.481 !.259.546 1 16th STREET " PR- 1 „ `--E1.259.254 �E/.259.319 /.259. 84 q q � �-E1.259.449 �-E/.259.514 " " Line Line PR- 1 E1.259.579 jEl,259.286 /.259.319 259.351 1.259.449 1.259.221 1.259.3 / 1.259.481 c� c� �E1.259.254 5.Om EypJ 1.259.416 E1.259.514 El.259.579 E1.259.611 1 1.259.077 E1.259.546 006.93 5.40m L t. 1.259.128` + 10�15,00m, Rt. + 1..259.180 El. 257.313 + El. 257.211 1.259.231 1.259.377 E1.259.42 + +007.06 10. Om El. 257.238 +006.89 10.00m. Lt. +006.79 21.25m Lt. 259.279 1 259.3 EI.259.409 E1.259.438 E1.259.467 El. 257.369 El. 257.288 El. 257.188 El. 257.129 E1.259.452 +010.00, 23.00m, Rt. E1.259.34 +007.02, 5.40m Rt. +010.00, 5.40m Rt. El. 259.062 +010.00 5.00m Rt. +010.00 5.00m, Lt. El. 257.264 El. 257.201 +006.85 15.00m Lt. El. 259.273 El. 259.327 +007.14 20.00m Rt. El. 257.163 +009.51, 26.79m Rt. +010.00 + El. 257.338 +010.00 +010 00 11.78m Lt. • 010.00, IO.00m, L t. El. 259.045 El. 259.310 +010.00 15.82m Lt. + El. 257.177 El. 259.349 +010.00 15.75m Rt. +015,00, 5.40m Rt. El. 21 7.053 +010.00, 20.00m Rt. + + El. 259.306 El. 257.095 +010.00 5.40m, Lt. El. 259.111 015.00 S.00m Rt. 015.00 5.00m t El. 257.222 +010.00 15.00m Rt El. 259.217 El. 259.258 +010.00, 10.0 t. El. 257, 33 El. 259.175 +015.00 11.81m Lt. El. 257.215 +015.00 7.42m Lt. o +010.00 10.00m Rt. L+015.00 259.2 77 El. 259.208 +014.93 10.00m t. +015.00 El. 256.996 El. 259.229 +020.00 5.00m Rt. +020.00 5.00m Lt. El. 257.104 El. 257.090 +020.00 +015.00 5.40m Lt. y +015.00 14.89m Rt. El. 259.184 +015.00 10.00m Lt. El. 259.193 +020.00 6.99m t. El. 257.035 EL 257.021 El. 259.095 El. 259.238 + El. 257.015 + 020.00 10.20m, Lt 020.00 5.61m Lt. • ,a +015.00 10.00m Rt. El. 259.137 El. 256,955 El. 259.157 +020.00 o a +025.49 5.00m Lt. +020.00 5.40m t. +020.00 11.94m R . +025.49 5.00m Rt. El. 259.259 El. 259.156 El. 257.017 +025.00 +022-78 5.40m Lt. El. 259.066 El. 259.156 49 10.04m L t. El. 257.014 El. 256.937 �3 b +020.00 10.00m Rt. +025. El. 259.055 +025. �o El. 259.103 `E!. 256.918 40m, L t. +025.00 5.61m Rt. a r`V +025.49 El. 256.945 b ' � +025.49 10.96m Rt. EL 259.256 v a � El. 259.037 Q +027.98 5.40m I t. El. 257.018 El. 256.910 40m Lt El. 256.910 W CV N Q t2 LOCATION OF SPOT ELEVATIONS w r LOCATION OF SPOT ELEVATIONS „ ON SOUTH COLLEGE ARE FROM LINE " S- 1 -A" O ON SOUTH GUILFORD ARE FROM LINE PR-S2 O U -� U ````````````N"`aauorrrr'rrruu HORIZONTAL SCALE BRIDGE FILE ���,� A. Fly'''%,,� RECOMMENDED INDIANA FOR APPROVAL ! :200 �, , d":yam, - - NO. -� DESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION 2ost3 _ NONE 9785910 N DESIGNED: GE DRAWN: MB SURVEY BOOK SHEETS STATE ,,��o ..,��, •.. � SPOT ELEVATION LPA JOB 66 1 of 17 '''vs'��N� E�•`° CHECKED: I H CHECKED: GE 116TH STREET CONTRACT PROJECT STP-8886 007 R-27495 C) 0 0 0 0 0 C3� C3� N N N T T T N N N J Lv = LOCATION OF SPOT ELEVATIONS FU-- +930.00. m t. ON MITCHELL RD. ARE FROM LINE " PR-1" g El. 253.615 El. 253.528 +925.44, 30m Lt. El. 253.499 + 25.00m. L t. +925.38 25.96: Lt. El. 253.611 El. 253.512 +935.21 25.00: L t El. 253.641 +925.34 25.00: L t. +930.00 oom L t. El. 253.516 El. 253.6 + +924.14 �O.00m L t. 935.00. El. 253.536 El. 253.731 +940.00 17.70: Lt. +925.00 15.00: Lt. El. 253.866 El. 253.620 +937.83 20.00: Lt. +920.82, 15.00:, t. El. 253.783 +940.00 15.00: Lt. El. 253.560 +930.0a 15.00m L t. !, 253.894 --1. 253.702_ +909,40, m L t. LEI. 253.53 + . 253., 1 DOm, Lt. +950.4 7 13.80: L t. El. 253.791 +944.39 15.00: Lt. EL 254.125 +925.00 10.20: Lt. +945.00 14.76: L t. El. 253.712 El. 253.995 E1. 254.01 +950.00 10.2Qm Lt. +915.00 10.20m Lt. +930.00 10.20: Lt. El. 254.187 El. 253.589 El. 253.790 \+945.00. 1020: Lt. 116th STREET +920.00 10.20m L t El. 254.082 El. 253.645 +940.00 10.20: Lt. 116th STREET El. 253.977 +935.00 10.20m Lt. El. 253.878 LINE 11PR-1 " I LINE 11PR-1 " +007.04 5.00m Rt. +930.00, 10.20m. Rt. +936.01. 10.20:, Rt. El. 252.104 897 253 El. . 006.96 5.00m Lt. El. 253.789 +007.09 IO.00m Rt. + +940.00 10.20: Rt. El. 252.147 +925.00 10.20m Rt. El. 253.977 El. 252.055 +006.91 10.00: Lt. El. 253.712 +945.00 10.20: Rt. +950.00 10.20: Rt. +007.13 15.18: Rt. El. 252.049 +917.04 10.20: Rt. El. 254.082 El. 254.187 El. 252.192 El. 253.611 +007.00 +010.00 El. 252.073 El. 252.;6713 + 15.00: Rt. + +006.87 -14.99m L t. +915.00 10.20: Rt El. 26 El. 253.996 +955.01 10.20: Rt. +015.00 El. 252.057 El. 253.589 El. 254.292 L 251.896 +920.00 10.48: Rt. 30.00 15.00: +943.59 15.00: Rt. Eli. 254.165 01m Rt. --------- - ------ o El. 253.632 . +1.010.252 21 Rt. `. \ �" E4125 .96921m L t. '- e +925.00 12.32m Rt. 253.722 El. 253.938 E1.+ 10. 0, y EL 253.666 010.00 S.00m +010.00 5.00m, Lt. K +928.46 15,DOm Rt. \\-+ 40 00 1 .00m Rt. El. 252.017 El. 251.980 h El. 253.691 El. 253.866 +015.00 4.18: Rt. + • a E/. 251.866 015.00 4.10: Lt. v •� +930.00 16,83: Rt. + EL 251.848 o a 7 2 .QOm. Rt. El. 253.701 El. 253.758 +018.62 3.64: Rt. + +93L 78 20.00: Rt. + El. 251.742 1. 251.. 3.60:, L t. p El 253.714 El. 253.751 0.00:. Rt. EL 251.732 +018.62 � N +932.98 2S.00m Rt. + El. 251.790 w El. 253.723 3 .07 25.00: t. +023 3.60: Rt. 60m Lt. L'4 . El. 253.625 EL 251.565 +023 3. _ a +933.03 27.43: Rt +938.99. 27.43:, Rt. +023 ,Q El. 251.565 ' El. 253.723 EL 253.570 EL 251.637 i g � 4 +936.01 27.43: Rt I a V El. 253.641 i ,E Rt. . 253.677 El n o Lei � J Q Iy p z CL O W F-- LLJ J ry LOCATION OF SPOT ELEVATIONS < LOCATION OF SPOT ELEVATIONS ON FREEPORT DR. ARE FROM LINE PR- 1" r�ON RALSTON AVE. ARE FROM LINE S-4-4 ���� a,, HORIZONTAL SCALE BRIDGE FILE ���.° A. F�'''V* RECOMMENDED ANA 1 :200 d���. ,11 •9'y�,' FOR APPROVAL 11-11-04 �' NO. ti: DESIGN GIN I DATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION 20913 NONE 9785910 s,o.'• STATE OF DESIGNED- SURVEY BOOK SHEETS GF DRAWN: MB SPOT ELEVATION '� ` LPA JOB 67 of 178 116TH STREET CONTRACT PROJECT ''''nnraiwaaa'••••`` CHECKED: I H CHECKED: R-27495 STP-8886 007 C) 0 0 0 0 0 O N d- d- (.0 OO M C'� M �. N N N N N N 0 z w U-1 12� LOCATION OF SPOT ELEVATIONS ON ,� LOCATION OF SPOT ELEVATIONS ON 0 ROSEMEADE DR. ARE FROM LINE PR- 1 FAIRGREEN DR. ARE FROM LINE " PR-1" Q w w 0 +461.41, 27.90m. Lt. w El. 253.121 V) 0 +457.42. 27.8 +465.39, 27.98m. Lt. tY El. 253.034 El. 253.066 +457.48. 25.00m. t. +461.41 25.00m Lt. El. 253.001 El. 253.046 +329.30 21.90m L t. + +465.47, 25.00m. Lt. 252.858 +333.29, 21.90m, Lt. El. 252.918 El. 252.988 +325.31 21.90m ft. El. 252.844 + El. 252.545 +457.54 21.91m Lt +333.42 20.00m Lt. El. 252.965 El. 252.880 5. 8 2 .00m ku. !. 252.884 +4 252.745 OOm. L t. + 00 14 E!. 252.568 El. 252.930 +470. m t. +329.30 15.00m L t. El. 252.717 +329.30 20.0 m t. , El. 252.94 7 + +470.00, 15.00m Lt. El. 252.882 El. 252.857 E� 252.862'OOm Lt. 252,678 +323.18 Lt. 35.44 15.00m Lt. +450.00, 10.90m, Lt. +455,00, 14.4 +457.48 15.00m Lt +475.00 13.97m Lt. E!. 252 640 E/.- 253.020 El. 252.8 El. 252.850 r- El. 252.828 E/. 252.571 +320.00 12.00m L t. +340.00 11.24m L t.252.697 +325.00 15.00m Lt. El. 253182 + +46141 11.91m U. + El. 252.701 El. 252.889 El. 252.713 El. 252.790 +476.n 13.80m L t. El. 252.530 +475.00 13.57m Lt. +313.82, 10.20m Lt. +344.78, 10.20m Lt. +448.03, 10.20m. Lt. E!. 252.553 El. 252.618 El. 253.295 El. 252.871 +475.00 10.20m Lt. +320.00 10.20m L t. +340.00 :10.20m L t. +450.00. 10.20m. Lt. El. 252.620 El. 252.777 El. 253.220 El. 2'52.853 +470.00 12.97m Lt. +325.00 10.20m Lt. +105,00, 10.20m. t. +455.00 11.18m Lt. +465.00 .2 m t. + EZ 252.611 El. 252.907 El. 253.129 El. 252.787 +455 00 10 20m Lt El. 252.713 470. 0 1 .20m t. +329.30 10.20m Lt. 252806 El. 252.667 El. . + E!. 253.009 46 .4 1 . m t. +465.00 12.38m Lt. +457.48 10.20m Lt. El. 252.747 El. 252.570 LINE "PR-1 " El. 252.783 +457.48 11.48m Lt. L I NE 11PR-1 " El. 252.758 y e 116th S TREE T 116th S TREE T tR- W ------------- � a � o 1 .� %\ .V A. F�9'% RECOMMENDED INDIANA HORIZONTAL SCALE BRIDGE FILE 0 FOR APPROVAL CO :200 ��� " DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION NO. = DESIGN GINEER DATE 20913 NONE 9785910 -o STATE of :� DESIGNED: GF DRAWN: MB SPOT ELEVATION SURVEY BOOK SHEETS of 17 ,,�o,�''°f�i�tl�Tl�••`���,.' LPA JOB 6 68 S70NNE I H 116TH STREET CONTRACT PROJECT �•� CHECKED: CHECKED: R-27495 STP-B886 007 SEC. 36, T1 8N, R3E SEC. 1 , T1 7N, R3E /dk CLAY TOWNSHIP CLAY TOWNSHIP HAMILTON COUNTY HAMILTON COUNTY 8CrS-4-A7" 13 r 1 2�m c� a i ,; Michael B. a ! Robert & Sally Bratton Q 2 +280 - King w W I , , ---------- ---- -------------- LL °- i I ! CL 1 1 1 i 16m i i +080 S_4_A i C- +268 I 1 -11m ; Cfl 17 m ! ! +265.5 + 60 -4-A i W 19 m PL 4.8fi8 . ! PL 4.757 i Exist. R/W 1 L0 2 +260 CRIT Line S-4—A RALSTON AVE ' S0°19'46" W 1MEMMOM ------------------------------------- ��// Constr. Limits 1.1.� r .�+ � — -- ' i 17 m App. Exist. R/W �` +PL +PL • +PL -1--i-- 167 m 80 m L:1 of 19 m Roland W. & Ruth Arne Slagle I g Richard A. & Gail M. Schmid Allan K. & Sharon Harvey i Doreen Gail M. Schmid B u rg m a n I 2+240 1 1 . Q App R 1 1 i a � Q Q 1 El Q a i i I I i Donnybrook Addition Perpetual Easement for Access, i i Placement of Riprap, and Ditch i r 1 Maintenance. i I , +225 1 17 m 1 1 i 1 i +223 ! 1 1 19 m F �R _ ;__i _ `. ! +218 +218 2+220 I 1 i -_ __ �� +216 +215 t 65 m 80 m i i 26 m +215 55 m +215 r i _ • R W 8 m +213 Placement cement Easement Riprap,enat for h 185 m PL o p p, a c Maintenance. 1 i .------------------------------ 170 m i i --- ------------------------ ------ ------------------------------------------------------------------ V! 1 ` -_ 1-'- - ----.-._r....r__--_""`_- ---------------- - ----------------------------------- - U - +206 38 m -- W i +203 00 Carmel Creek Stream 185 m • I 1 ; i 1 to 21 m Enhancement (See Bridge Plans) I ; R +195 A P , 21 m 157 m Perpetual Easement for Access, o Ga I i I Hanna Placement of Riprap, and Ditch Maintenance. C: Z W 'J 1 Ci I 0 g I C 1 b Q 1 2 + 180 4.; 3 1 1 t4 . L Uj 1 E w 1 � o , I ALL R/W ON THIS SHEET TO BE AS SHOWN. ALL R/W DESCRIBED FROM LINE " PR-1" , EXCEPT AS SHOWN. HORIZONTAL SCALE BRIDGE FILE ��E` A. F , RECOMMENDED INDIANA 1:300 'Pq CO FOR APPROVAL - - DEPARTMENT OF TRANSPORTATION Np, •° = YDESIG GINEER DATE VERTICAL SCALE DESIGNATION 20913 =_ NONE 9785910 STATE OF r DESIGNED: GF DRAWN: MP SURVEY BOOK SHEETS ••• ` CARMEL CREEK STREAM ENHANCEMENT & LPA JOB 69 Tpf 178 FS�O Eat CHECKED: MR CHECKED: RIPRAP DETAIL CONTRACT PROJECT R-27495 STP-8886 007 LJ C) ° Q ° C) ° w ° + + 0 + w J j 0 r --, 1 BEGIN PROJECT STP-B886 007 A. 0+960.13-0—"PR-1 0 I P 1 F1 _ ------------_---------- _ "-258 ?S9 .fir- -- 85 59 S W rbll Line " PR_ w 258-,_ 80' ( *1 - ti �_`_ J ------- IP1 S (TYP•)\ ©----- 65Z - ---___ IP1 v' Z -- Al z 7 v \ ` F ,\ i LEGE D + F Temporary Check Dam, Riprap (Phase is Indicated By Numeral Inside Circle) `� IP Temporary Ditch Inlet Protection (Phase is Indicated By Numeral Inside Oval) SEE COL L EGE A VE. DE TA IL (ED Temporary Erosion Control Blanket (Phase is Indicated By Numeral Inside Oval) Temporary Silt Fence (Phase is Indicated By Numeral Inside Circle) 0 Temporary Seeding (Phase is Indicated By Numeral Inside Oval) ------- Construction Limits M ,° ° SEE GUIL FORD RD. DETAIL ` p Riprap SZ Riprap _ 131 =. 5z - 257 -- --_ --- CD Q V o �u S 1 57 1 W e � - 1 16th TR ET o sZ z i n e o1a Z a J � - S W � b _ - ^ -------------- - -- ---- - ---- c' - N cn SEE GUILFORD RD. DE TA IL NOTES: APPLICABLE TO ALL SHEETS) 1 . PHASE SHOWN INDICATES WHEN TO INSTALL A MEASURE. MEASURES SHALL REMAIN AT LEAST UNTIL ALL UPSTREAM EXPOSED AREAS HAVE BEEN STABILIZED WITH FINAL SODDING OR RIPRAP. 2. DITCH INLET PROTECTIONS AT EXISTING STRUCTURES SHALL BE INSTALLED PRIOR TO ANY UPSTREAM SOIL DISTURBANCE. HORIZONTAL SCALE BRIDGE FILE RECOMMENDED INDIANA AO�Q0,, 11 9yoo,z FOR APPROVAL -11 -04 VERTICAL SCALE DESIGNATION DESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION 2W13 _ 9785910 .os.,• STATE of DESIGNED: DRAWN: SEDIMENT AND EROSION CONTROL PLANS SURVEY BOOK SHEETS t ••f•• � LPA JOB 70 of 178 116TH STREET CHECKED: CHECKED: CONTRACT PROJECT LINE "PR-1�� R-27495 STP-8886 007 eI. �/'■\.�< ' �"�: ��,_: "��`n�.►,,G`���-�_� sue._Y_ � �" '...,. ' �'f �. �s��l a�f nnn�■. � a_`s�•'/!- ��_ .�nn_� a�raaQ Ui■■r� 1 1''" ..ro.. � ,. II.�� • / _� / .���""'f/���'-_ ����1-�� ��������ax�wsa■am■n/ �.— � f i ' / '� � f• / �''y�1 f � %�'►�. a, ��� �t( kr Q -----�.��-�'-„n"'�,�,,..��'��► alr �T I� 1�y��111::�� _ +L�i �."s %�: �jl I �1�I `tT � �1�.!�f�t �� J� ' �� '� Al MOW W, �.■��I� l Ir • ��iii1��� ��� ��� 1JI�� i. �� ��n f- it► ��l�w► �. ----...,��n¢.�nr� �.wr. �r �ra�.. .fir � � �.1,• v.. L � � �_ �1�"� a'�®`°'- �ss*a ��-+n�-=- —...��r�nn�wn■r_ � �.++�` � ' , � • � .����� ,� � I f.. J �, _\.tom_/_/II!• '/ x vl�'ft" �`"'�Jr e �.—.►"-� --'�— �� ��/��'ir �f ,.__■.--�_�r---n°— ------ ---•-------- ---------�---- A,.. /1.�.��� r�s�a�. ��.�����i�s����s�>•�a,_ i►iiiiiiav�i�� ti`►i�ii.!/�1•I 1[ ♦ �-� - ...�.�._;� ������' ' L�'�'�/////�'� .�//►lull,\® �llt®�-- --���///��1///// ' _ --�:_-_.'''///�.%%'� ���-�...__i•�����=��--�.r®'i� b_...�nnnn_wr�rr _■,nr•.___ —__--_. r_.........._.... -_.,.....,.._- _..,....._-. .- _._...._-..,,- ... ._._ ■_•na�A �— r._.�-- —�-�s.�_��s _w....-. .��_.�i�� - _�r-ir�.®n_�nnnr� "'�.�I������+�V� .— • !�! _ POP • '-ate II NWA lowl ,mitt v • . nnnnnnnr_an__n�_nn�w.���� ...•...:--.mu■.aw,-■■nn__•nn_s r 11 10 = low AW i - • �.�-�,', �111 ' � •' 1�,1' � • iIP .�•n� 1 /111 �� "911 �► �---� tom' ►� �►..,;, _ ill .�°'.ry 1. �► �� � •i roc.�a,.nnnn_��= e ,n- •nn_�-,-- as r �jab�■�. —�■nn.�ww_ � �A�� i■/+��n fir,�• .� � a_�-arr•- /X 1ft a • rn ll�ll ®�illll —AS��� — "1 • -- rim` - -oil 111111IF/11 ----- ---- ------ - 1 -- - ---- mmmkNl000p �' , �Ns�7�.r.�� ' ~�� � ■�.._ • r � � �� ► PAN - -- ��-,^.M.� ►�.. L4W� �� - / � 1 I r �l N�,mmwm all ANP • • • • • i • En lblgavm�� MAID] • i Al • : m O O O d" Q� LO z CV CV Lei LLJ rz rz I Q I , w y ` J - ------- 2 £gZ __ - + O LQ S �! ---f---`-i-W' _ STREET -��z Ln IQ3 W Lin " PR—� W Z sz _ 25Z J 253 Z - _--- F h + F + + LEGEND IP Temporary Ditch Inlet Protection (Phase is Indicated By Numeral Inside Oval) F� Temporary Silt Fence (Phase is Indicated By Numeral Inside Circle) 0 Temporary Seeding (Phase is Indicated By Numeral Inside Oval) ------- Construction Limits 0 _ S — t C) -- - - - -- -__-- --- t� o0 CV ° END PROJECT STP-6886 007 STA. 2+728.272 "PR-1 " I ne 1 11 th STRE o - 3 W _ I W , � ` 252 I 116th STREET Lin PR— - I v NOTE: TEMPORARY ACCESS a F ROAD PAVEMENT AREA TO BE SODDED IMMEDIATELY AFTER PAVEMENT REMOVAL h V I AND REGRADING. 2$1 I i i - - EROSION CONTROL AT I TEMPORARY ACCESS ROAD I h N HORIZONTAL SCALE BRIDGE RLE A. F�''�y,,,, RECOMMENDED INDIANA 1 :500 FOR APPROVAL �'• tt ..,y�o DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION N0 YDESIGN GINEER DATE 9785910 20913 .�•=: STATE OF ` 1 DESIGNED: MAK DRAWN: MDR SEDWENT AND EROSION CONTROL PLANS SURVEY BOOK SHEETS ;,,�'o�F•..f .•��� , LPA JOB 72 of 178 116TH STREET CONTRACT PROJECT NAI+ o```� CHECKED: GAF CHECKED: MAK LINE +1 PR-1 R-27495 STP—B886 007 c~n O Q � O O T— ° N mom + + -f- cn LO LO rz LO 0 1 , ' END CONSTRUCTION 1 F STA. 5+205.330"S-1 -A" BEGIN CONSTRUCTION ° STA. 4+960"S-1 -A.. 0 2 ' 25 i S fiqz -69Z _ ----- 1 Y ` Line " S _A7 09Z COLLEGE AVE. COLLEGE AVE. --- 26 25s sz -- 9 I IP1 ------ --- ------- -- =-- - ----- - S 69Z 65Z ' -65Z N LEGEND o a Temporary Check Dam, Riprap 1 _ (Phase is Indicated By Numeral Inside Circle) Temporary Ditch Inlet Protection (Phase is Indicated By Numeral Inside Oval) EB Temporary Erosion Control Blanket 0 (Phase is Indicated By Numeral Inside Oval) (� 0 Temporary Silt Fence W (Phase is Indicated By Numeral Inside Circle) Temporary Sediment Trap 11 (Phase is Indicated By Numeral Inside Circle) CO Q 0 Temporary Seeding (Phase is Indicated By Numeral Inside Oval) ------ Construction Limits O BEGIN CONSTRUCTION = O+ END CONSTRUCTION STA. 5+945"S-2-A" CU STA. 6+067.974"PR-S2" l i Riprap Riprap Ri ap � - 8 �---- I P 1 lne 2 GUILFORD RD. Ine S _ 258 ' Ci ------ — ------ i g S1 - .� I P 1 1 1 S1 , � 1 V) F— CID ```101uxauun+u HORIZONTAL SCALE BRIDGE FILE �uy�'' INDIANA J``04\�`• A F�9yy' OROAPPROVAL 11 -11 -04 • -,.:�o s VERTICAL OSCALE DESIGNATION ��•• YDESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION 20913 9785910 -o STATE OF DESIGNED: MAK DRAWN: MDR SEDIMENT AND EROSION CONTROL PLANS SURVEY BOOK SHEETS •• fJ LPA JOB 73 of 178 °�F''� I•� ''��e�' 116TH STREET CONTRACT PROJECT QNAL �- .���� CHECKED: GAF CHECKED: MAK LINE "S-1-A". ��S-2-A�� ��& PR-S2" R-27495 STP-B886 007 ''pllbfeUluhNpM 00 0 0 00 0 Cy) o •- o d' t0 L0 LO \ 1 BEGIN CONSTRUCTION STA. 4+955"MONON" N -r t I P 1 No S1 T / S1 , --.• F •--------__.- -- -- -- o Ip --------------- ----------- - _ F1 F1 , 4 LEGEND ,5z Temporary Ditch Inlet Protection (Phase is Indicated By Numeral Inside Oval) Temporary Silt Fence (Phase is Indicated By Numeral Inside Circle) ENGLEDOW POND °-A T� Temporary Sediment Trap -j_- (Phase is Indicated By Numeral Inside Circle) Temporary Seeding (Phase is Indicated By Numeral Inside Oval) • ------- Construction Limits 0 0 0 0 + + END CONSTRUCTION STA. 5+320"MONON" IP1 -�--=_ _------ --- b Line " MONON" MONON TRAIL tR fib • � q ti V HORIZONTAL SCALE BRIDGE FILE ,�,a�►.,...N,„, '00 A, F '''� RECOMMENDED _ _ 1:500 Q. Y,,,��1 .;� FOR APPROVAL � INDIANA 1 .y�o DESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION • �' = 9785910 20913 s ,o% STATE OF J� s DESIGNED: MAK DRAWN: MDR EROSION CONTROL PLANS SURVEY BOOK SHEETS ` ,� LPA JOB 74 of 178 CHECKED: GAF CHECKED: MAK �� 116TH STREET ” „ CONTRACT PROJECT ���,�,�������N�ra LINE S-1-A , "S-2-A" & PR-S2 R-27495 STP—B886 007 21000 TO LINE "PR-1" PROPOSED R/W 20000 TO LINE "PR-1" BIL L OF MA TERIAL S ITEM QUANTITIES Structure Backfill 256.5 m3 Coarse Aggregate, No. 8 54.0 Mg LO Concrete, Modular Block Wall 74.7 m2 Wall Erectlon 74.7 m2 N Leveling Pad, Concrete 76.0 m 0C CAP BLOCK (SEE COURSE .Q DETAIL THIS SHEET) 1 1 O N 5 STRUCTURE BACKFILL 25 STANDARD BLOCK 300 (Min. ® (Typ') (SEE BLOCK COURSE DETAIL THIS SHEET) N O2 15 (Typ.) C\j M~ TOP OF LEVELING PAD ° .: MIN. EMBEDMENT COARSE AGGREGATE, No. 8 ' LEVELING PAD, CONCRETE 450± 840± 450± T YPICA L WA L L SECTION Scale: 1:10 0 M M + N � N j U-11 N � N � � N 2+125.59 Top of Cap B/k. Top of Cap Blk. cv N ,;� 252.461 El. 252.522 El. 252.320 o rn Top of Cap Blk. V) v N El. 252.117 Top of Cap Blk. o El. 25L915 Top of Cap Blk. � � ------- _ � E/. 251.713 Ground Llne along Rear Face Top of Cap Blk. 2+125.59 ----- ' , 252.143 ,' `----------------------�_ El. 251.511 252.368 ---- ' ---- ' , _____________`__-___---- Top of Cap Blk. ----- 2+160.00 -_� ---------------- El. 25 . 2+130.62 [----- � ._ , � ---------------'_ 252.021 2+1J5.42 ----- -------- ' 251.774 ---------------------------- - - 2+125.59 J -------------- ------- y ti 252.021 251.818 2+140.67 [------ J 2+180.00 ILJ T. 25L615 2+147.30 [------ --------- 251.477 i ' 2+201.457 w 16 251.412 2+153.47 [———————— Ground Line along Front Face • a 251.209 -------__ ► 250.268 2+159.64 [— y 251.006 2+167.18 [_--- ------ � 1%4 250.803 -- ------ ------------- �C . ^ % 2+174.72 [-------------- b `) q 250.600 2+184.09 44' 250.397 2+195.74 TOP OF LEVELING PAD (TYP.) 49.991 250.194 249.991 WALL ELEVA T ION No Scale NOTE: ALL DIMENSIONS ARE IN MILLIMETERS (mm) AND ALL ELEVATIONS ARE IN METERS (m) EXCEPT AS NOTED. HORIZONTAL SCALE BRIDGE FILE RECOMMENDED INDIANA AS NOTED FOR APPROVAL DESIGN ENGINEER DATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION 11 1 AS NOTED 9785910 DESIGNED: PWD DRAWN: PWD 116th STREET - MODULAR CONCRETE SURVEY BOOK SHEETS BLOCK RETAINING WALL DETAILS LPA JOB 75 10f 1 178 CONTRACT PROJECT CHECKED: KRL CHECKED: WRD STA. 2+127 TO 2+201 LINE PR-1 STP-8886 007 „ R.F. F.F. 2+223.000 PR-1 End Handrail for Str. No. 2 and Begin Handrail 38 mm 0 Gaiv., Sch. 40 Pipe for Road Plans Handrail (Rails & Post), 23988 along Handrail Top of Wall Elev. Cast Stone Coping 2000 21988 Pro osed Grade and Flashing, see p Section D-D Handrail Post �( �`9 Footing L lne � Handrail o � Handrail °ion 2�•�-�- Flemish Bond Brick Pattern (Typ.) � Handrail Post I ° - - ---------- ------------- --------------------------- ---------------� �'y 13 (min.) Air Space (Typ.) ----- --------- - --- --- ----------------------- ------------------------------------------ �.\ .N °�°�, Galvanized Shelf Angle and Expansion Bolts O yp.) Drain Pipe, K Footing Line (by Wall Manufacturer) Precast Retaining Wall by Sta. 2+246.936 "PR-1” '� 1 Sta. 2+224.693 "PR-1': 16.285 m, Rt. 16.285 m, Rt. (F.F.) Handrail ° Cz Three-Sided Arch Structure Manufacturer '�, to Front Face of Precast Retaining Wall ra ��•rs `.\ c� Structure Bockfill VF/h/shed Grade Precast W/ngwail, For Str. No. 2 N1 c Precast Concrete Wall along Front Face \ (see General Plan) I C I � 1 , 01,5 Handrail Post 22243 3000 51 Sto. 2+249.936 "PR-1" + „ - „ SECTION K - K PLAN m, Sta. 2 249.936 PR 119.502 m, Rt. (F.F) Scale 1:40 Scale: None °y 50 (Min.) � 2000 N 28708 of 38 mm 0 Golv., Sch. 40 Pipe Handrail (1520 Max. Post spacing) 0 0 a Ki Handrail Post _ N Handrail Post Handrail Post o ! o Handrail Post 0 °° v►o Aliphetic Polyurethand 38 mm 0 Golv., Sch. 40 Plpe Ki = D o Coating on Entire I Handrail (Rails & Post), N •o see DETAIL "E" this sheet Sta. 2+249.936 "PR-1" 1 Rolling System 1 N W o �° 38 mm 0 Golv., Sch. 40 Pipe I ------ -------------- ---- ------ ----- 2000 C Handrail Post _ _ 1_ _ o . 1 Handrail (Rails & Post). � ! __ °° -- ------ ------ - �C --- Sta. 2+249.936 "PR-1" I --- , --------------------- ------ - --------- ----r I-C------ ° o ----- 1 -------------------- ----------- �. 0 --- -------- op oCpng o I -----!—-------------— -- --- ------- - - ------- _ -----I-C-- 1 , 1 _I "a 1 I I o _ ------------ ------------------------------------------------------- ---- ----------- _ _ - IN El. 253.000 v „ Finished Grade along Rear Face Sta. 2+246.000 PR1 - - __ Sta. 2 224.693 PR-1 (Top of Precast Wall) LO Sta. 2+246.9 �'�'B-1" _=,1 I El. 250.600 ___ El. 253.000 Finished Grade along Front Face El. 252.700 —————- Finished Grade along Front Face--- — ------------ _ - --- — �• �� �. 1 Approx. Ground e ---- --- --±-------- ------ — ----- Sta. 2+248.000 "PR-1" �< <. 250.600 ! El. 252.6± (R.F.) Sta. 2+230.000 "PR-1" Brick Veneer, Flemish Bond Pattern E� I El. 250.400 Brick Veneer, Flemish Bond Pattern 1 0 � r EL EVA TION W b � . Gott. of Footing El. 249.000 DETAIL "E " t K Scale 1:20 NOTE: a ~ ESTIMATE OF QUANTITIES All Dimensions are In Millimeters (mm), Unless Noted Otherwise. EL EVA TION All Elevations are in Meters fm), Unless Noted Otherwise. Scale: None Structure Backflll 169.9 m3 See Plan and Profile. Line "PR-1'; Sheet No. 51 & 52 for wall alignment. Precast Retaining Wall 82.8 m2 For oddltional Details of 38 mm 0 GGIv., Sch. 40 Plpe Handrail, Brick Veneer 98.7 m2 see Sheet No. 83 for Details. Cost Stone Coping 26.6 m For Sections C-C and D-D, see Sheet No. 82. Pipe Handrail on Wall 28.7 m F.F. = Front Face of Precast Concrete Retaining Wall. R.F. = Rear Race of Precast Concrete Retaining Wall. INDIANA HORIZONTAL SCALE BRIDGE FILE ```,,p,,,u►n '"I �/i,, INDIANA R• LO/ RECOMMENDED AS NOTED ,�•`�J�� SF� 11 -11 -04 VERTICAL SCALE �;. �••.•.l�. FOR APPROVAL DEPARTMENT OF TRANSPORTATION DESIGNATION 140• DESIGN ENGINEER DATE AS NOTED 0401387 PE60890175 116th STREET SURVEY BOOK SHEETS % -.o STATE OF .�'�4� � DESIGNED' RDC DRAWN: WRD 76 of 178 '�'f'O.•''••�� �l ••'yZ. PRECAST RETAINING WALL DETAILS CONTRACT PROJECT STA. 2+225.166 TO STA. 2+249.936 "PR-1" CHECKED:-- KRL CHECKED: KRL 36602 along C Handrail Handrail Post Footing Llne � Hondrall O�o�A w ----------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------- 0 N ' Sta. 2+267.300 "PR-1" cx, Footing Line Sta. 2+304.000 "PR-1" - ' 16.285 m, Rt. (F.F.) K 16.285 m, Rt. (F.F.) Handrail �'' �. Precast Retaining Wall by Three-Sided Arch Structure Manufacturer Sto. 2+264.300 "PR-1" 18.642 m. Rt. (F.F.) ' Cz Hondrall SI 0 Post Soale 3000 36700 Sta. 2+264.300 "PR-1" 19.502 m, Rt. (F.F.) PLAN Scale: None 150 ( - .) 41309 of 38 mm Golv., Sch. 40 Pipe Handrail (1520 Max. Post spacing) 5Q (Min.) Handrail Post 38 mm 0 Goiv., Sch. 40 Plpe Handrail Post Handrail (Rolls & Post), _ 38 mm 0 Go/v., Sch. 40 Plpe Handrail (Rolls & Post), Brick Veneer, Flemish Bond Pattern o o K Top of Coping o 7 r- (� Finished Grade along Rear Face O0 ----------------- - �� -------� E Sta. + -------------- --------- -- ----------------------------- - E/. 252.655 12111 �� _" -- Sto:�t2f�3fl0-'�=7" �-- -------------------------------- -------------------------------- -- Finished Grade along Rear Face 0 """"" El. 252.600 Sta. 2+272.000 "PR-1" --------- -------------------------- - El. 251.000 -----+------------------- - Sta. 2+ ..�0()""PR-1" ___ _______________________ + " - 11 Sta. 2 285.000 "PR-1" Finished Grade along Front Face E1�251.9��000 "PR-1" ---------- - r Sta. 2 280.000 NPR-111 4."•2x51.677 --------------------- -------------- Sta. 2+272.000 "PR-1" jFinished Grade along Front Face El. 251.200 Sta. 2+264.300 "PR-1" El. 251.677 L Bott. of Footing K El. 250.200 Batt. of Footing El. 249.600 \'-Bott. of Footing El. 249.000 EL E VA TION � N Scale: None �w b' ti ti h C� ESTIMATE OF QUANTITIES NOTE: Structure Backfill 150.2 m3 All Dimensions are in Millimeters (mm), Unless Noted Otherwise. Precast Retaining Wall 92.3 m2 All Elevations are in Meters (m), Unless Noted Otherwise. Brick Veneer 117.2 m2 See Plan and Profile, Line "PR-1, Sheet No. 52 for wall alignment. For Additional Details of 38 mm 0 Galv., Sch. 40 Pipe Handrail, Cost Stone Coping 41.5 m see Sheet No. 83 for Details. Pipe Handrail on Wall 41.3 m For Sections C-C and D-D, see Sheet No. 82. For Section K-K, see Sheet No.76 F.F. = Front Face of Precast Concrete Retaining Wall R.F. = Rear Face of Precast Concrete Retolning Wall RECOMMENDED INDIANA AS NOTED �` R• L� HORIZONTAL SCALE BRIDGE FILE E•.. 1 �' '•.11 = F APPROVAL � 'I 1 -1 1-04 OR DESIGN ENGINEER DATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION PESOesot75 = AS NOTED 0401387 -�'• STATE OF DESIGNED: RDC DRAWN: WRD 116th STREET SURVEY BOOK SHEETS ''y°F•� • c���`�''� PRECAST RETAINING WALL DETAILS 77 of 178 AL �'�```�� KRL KRL „ „ CONTRACT PROJECT iarnrmienuaa`` CHECKED: CHECKED: STA. 2+264.300 TO STA. 2+304.000 PR-1 C of Brick Pilaster Handrail Length 13320 of Ornamental Handrail Sta. 5+080.000 "MONON" 80495 of Plpe Handrail (1520 Max. Post Spacing) along Wall 305 (Provide Exp. Joints Only ® Ends) 305 355 5+093.780 "MONON'; 2.400 m, Rt. ELEVATION G-G 5 045.000 MONON 2.400 m Rt. (F.F.) ESTIMATE OF Front Face of Precast Concrete M E QUANTITIES Retaining Wall, Top El. 255.958 Top of Cost Top of Precast Concrete Retaining Wall (see Sheet No. 82 for Corner Details) Stone Coping (--f( r D E/. 255.048 Structure Backflll 754.6 m3 Precast Retaining Wall 354.7 m2 , Q) Brick Veneer 411.9 m2 5+080.000 "MONON" 2.400 m Rt. F.F.) L D z o Brick Pilaster 2 Ea. Top of Precast Concrete Retaining Wall Brick Veneer, Flemish Bond Pattern -_j C3 Cast Stone Coping 95.4 m El. 255.514 5+045.000 "MONON" v + Ornamental Handrail 13.32 m 5+093.780 "MONON" Finished Grade El. 252.105 - Ln Pipe Handrail on Wall 80.50 m P.G. El. 251.223 along F.F. of Wall - ------ --_ ----.- ----- ° �r o Bottom of Footing Bottom of Footing El. 250.886 El. 250.004 K Sta. 4+999.000 "MONON", 2.400 m, Rt. (F.F.), Begin Precast Concrete Retaining Wall See above for Pipe Handrail Length Top El. 254.435 1150 Handrail Length along Wall 5+030.000 "MONON'; 2.400 m, Rt. (F.F.) Top of Precast Concrete Retaining Wall 5+010.000 "MONON", 2.400 m, Rt. (F.F.) El. 254.848 Top of Precast Concrete Retaining Wall Top of Cost Stone Coping El. 254.581 Q, r"D W °o L-._D Brick Veneer, Flemish Bond Pattern � o Finished Grade ---------- - _._----- - v + along F.F. of Wall - - ------ - --- - r,%5+010.000 MONON Bottom of Footing --------- "� El. 253.62 7 El. 252.408 0 5+030.000 "MONON" Bottom of Footing Bottom of Footing + El. 252.780 El. 25L561 EL 250.886 NOTES: All Dimensions are In Millimeters (mm), unless noted otherwise STA. 4 + 999. 000 TO 5 + 09,5. 780 p"YONON". i 1 Ta All Elevations are In Meters (m), unless noted otherwise See Plan & Profile of Monon Trail for Wall Alignment. 10640 of Pipe Handrail, off Wall (1520 Max. Post Spacing) "- For Elevation G-G and M-M. see Sheet No. 83. o 300 69525 of Pipe Handrail (1520 max. Post Spacing) For Section K-K, see Sheet No. 76. (to 5+010.150 "MONON" C Post 5+030.000 "MONON'; 4.200 m, Lt. (F.F.) 5+045.000 "MONON", 4.200 m, Lt. (F.F.) o ; 5+010.000 "MONON'; 3.090 m, Lt. (F.F.) Top of Precast Concrete Retaining Wall Top of Precast Concrete Retaining Wall For Ornamental Handrail Panel Details and El. 254.368 EL 254.680 Section D-D, see Sheet No. 82 .I Begin Precast Concrete Retaining Wall. Stone Coping To p of Cast � F D RTop El. 253.951 p F.F. Front Face of Precast Retaining Wall Q o ---._..._...--------- L--D Finished Grade � o - --- ---- along F.F. of Wall Brick Veneer, Flemish Bond Pattern o ELEVATION M-M ---- ---- - Ln Bottom of Footing 5+030.000 "MONON" ° - v� El. 25..465 EL 252.684 Bottom of Footing 5+045.000 "MONON" EL 250.789 El. 252.008 + Bottom of Footing El. 249.626 of Brick Pilaster e Sta. 5+080.000 "MONON" Sta. 5+093.580 "MONON" 355 305 See above for Pipe Handrail Length 13300 of Ornamental Handrail Handrail Length a (Provide Exp. Joints Only 0 Ends) along Wall o 5+093.780 "MONON" 2.450 m, Lt. 05 ti Front Face of Precast Concrete .z ELEVATION G-G Retaining Wall, Top El. 255.958 (see Sheet No. 82 for Corner Details) w w Top of Cost �---D r'K b o ESTIMATE OF QUANTITIES stone Coping Structure Backfill 632.2 m3 o �-.-D o Precast Retaining Wall 330.0 m2 z o . 5+080.000 080.000 MONON 4.200 m Lt. (F.F.) V Brick Veneer, Flemish Bond Pattern Top of Precast Concrete Retaining Wall Brick Veneer 380.1 m2 = o El. 255.408 Brick Pilaster 2 Ea. v + Finished Grade 5+093.780 "MONON" LO Cost Stone Coping 83.5 m Q -------------------- ZG;OnF.F. of Wall P.G. El. 251.223 Ornamental Handrail 13.30 m �° --- ---------'-- ----------------- ----------------------- Pipe Handrail on Wall 69.53 m Plpe Handrail off Wall 10.64 m STRUCTURE No. 144 Bottom of Footing K 5+080, 300 mm Pipe El. 249.626 F.L. El. 250.845: S TA a 5 + 010. 000 TO 5 + 09,3. 780 "MONON'9 L To ``` a►n ,nnn HORIZONTAL SCALE BRIDGE FILE RECOMMENDED " 11 -11 -04 INDIANA pe,01, None .;1� FOR APPROVAL • DESIGN ENGINEER DATE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION sossot75 None 0401387 -� STATE RDC MONON TRAIL SURVEY BOOK SHEETS DESIGNED: RDC DRAWN: %��.�` ''•f!��lI�1�••'' , PRECAST RETAINING WALL DETAILS 78 of 178 CONTRACT PROJECT CHECKED: KRL CHECKED: KRL NORTH OF STRUCTURE No. 1 24550 of Pipe Handrail, off Wall (1520 Max. Post Spacing) Z. Q) ; 30 89795 of Pipe Handrail (1520 Max. Post Spacing) Q_ 5+210.000 "MONON", 2.400 m, Rt. (F.F.) 5+195.000 "MONON", 2.400 m, Rt. (F.F.) c::)' 5+230.150 "MONON" C Post Top of Precast Concrete Retaining Wall Top of Precast Concrete Retaining Wall L El. 254.985 El. 255.143 5+175.000 "MONON", 2.400 m, Rt. (F.F.) �0 5+010.000 "MONON", 2.400 m, Rt. (F.F.) + " E1.p255.353ast Concrete Retaining Wall cv End Precast Concrete Retaining Wall 5 210.000 MONON Top of Cost + cv Top El. 254.776 El. 253.579 Stone Coping r--Q T 11 Q, 0 _'-' --------------� _. ._-- L,,. 5+195.000 WONON" � o ----- --- ---- ---- Brick Veneer_Flemish Bond Pattern D El. 253.000 Finished Grade Sta. 5+175.000 "MONON" o ELEVATION M-M - _---_... _..----_.._ _ along F.F. of Wall El. 252.232 v + Lin f Footing �v `� o Bottom o g + __________________________________ El. 252.360 Bottom of Footing El. 251.781 + - Bottom of Footing El. 25L013 + � ESTIMATE OF QUANTITIES � Brick Pilaster Bottom of Footing Sta. 5+140.000 "MONON„ El. 250.107 Structure Backfill 868.9 m3 Precast Retaining Wall 382.3 m2 See Above for Plpe Handrail Length 355 5 11165 of Ornamental Handrail Handrail Length along Wall Brick Veneer 443.6 m2 (Provide Exp. Joints Only ® Ends) Brick Pilaster 2 Ea. 305 Cast Stone Coping 102.2 m ELEVATION G-G Ornamental Handrail 11.17 m 5+128.285 "MONON" 2.430 m Rt. Front Face of Precast Concrete Pipe Handrail on Wall 89.80 m Retaining Wall, Top El. 255.951 Plpe Handrail off Wall 24.55 m Top of Cost K (see Sheet No. 82 for Corner Details) Stone Coping r--D 0 5+140.000 "MONON", 2.400 m, Rt. (F.F.) ! NOTES. Z o L_._D Top of Precast Concrete Retaining Wall ! All Dimensions are In M1111meters (mm), unless noted otherwise -. El. 255.721 J Brick Veneer, Flemish Bond Pattern j All Elevations are In Meters (m), unless noted otherwise Finished Grade 5+128.285 "MONON" See Plan & Profile of Monon Trail for Wall Alignment. along F.F. of Wall P.G. El. 251.326 o ----------------- _. --_._---- -- For Elevation G-G and M-A see Sheet No. 83. For Section K-K. see Sheet No. 76. Bottom of Footing For Ornamental Handrail Panel Details and 9 �( 129, 150 mm P/ e El. 250.107 Section D-D, see Sheet No. 82 STA o 5 + 128. 285 TO 5 + 250. 000 "MONON", R Te El. 250.649 F.F.Table) - F.F. - Front Face of Precast Retaining Wall of Brick Pilaster R.F. = Rear Face of Precast Retolning Wall Handrail L enoth 11410 of Ornamental Handrail Sta. 5+140.000"MONON" 114940 of Pipe Handrail (1520 Max. Post Spacing) along Wall 30 (Provide Exp. Joints Only 0 Ends) 305 55 EON. 5+180.000 "MONON", 4.236 m Lt. (F.F.) + 5+175.000 "MONON; 4.236 m, Lt. (F.F.) \-05+180.055 "S-Ramp`, 1.800 m Rt. (R.F.) Front Face rof Precast Concrete p of Precast Conc. Retaining Wall, El. 255.811 Top of Cast Top of Precast Concrete Retaining Wall Retaining Wall Top El. 255.951 D Stone Coping F-K El. 255.814 i L� W o (see Sheet No. 82 for Corner Details) ELEVATION G-G D Structure No. 148 ' Brick Veneer, Flemish Bond Pattern o 5+140,000 "MONON", � 5+175.000 "MONON„ 5+180, 300 mm Plpe ? To of Precast Concrete Retaining all El. 252.136 Inv. E/ 251.572 Wall - v Ln 5+128.285 "MONON" El. 255.838 g Finished Grade P.G. El. 251.326 _ ------- ----------------- o%ng F.F. of Wall - -----------__---- -----=--=---- - _----=------ K------------ Bottom of Footing + +129, 150 mm Pipe Structure No. 146 Bottom of Footing El. 250.917 (see Underdrain Table) 5+139.6, 300 mm Pipe El. 249.904 El. 250.635 Inv. El. 250.823 0 Wall Sta. 5+255.000 "S-RAMP", L800 m, Rt. (R.F.) 1-4 e End Precast Concrete Retaining Wall �a Top El. 255.756 See Above for Pipe Handrail Length Length 150 Handrail Len h Wall � ti a , a o 5+250.000 "S-RAMP" L800 m Rt. (R.F.) q �, Top of Precast Concrete Retaining Wall 5+200.000 "S-RAMP" 1.800 m, Rt. (R.F.) 5+220.000 "S-RAMP" L800 m Rt. (R.F.) 5+240.000 "S-RAMP" 1.800 m Rt. (R.F.) El. 255.759 o'� b � Top of Precast Concrete Retaining Wall Top of Pecast Concrete Retaining Wall Top of Cast Top of Precast Concrete Retaining Wall 5+250.000 "MONON" Q �p El. 255.797 El. 255.783 Stone Coping El. 255.769 f D El. 255.094 Q Q) 5+220.000 "MONON" Brick Veneer, Flemish Bond Pattern --- o El. 253.869 - '► " Finished Grade 5+200.000 MONON rn El. 253.096 along F.F. of Wall qV - -- ------------ ---_._.__--------- -------------------------- --____ Q o -- ------- ---- -- ------ ----- - ---�N � `+ Bottom of Footing ESTIMATE OF QUANTITIES -----------------{o N Bottom 1.H252.650ooting Structure No. 150 El. 253.533 Structure Bockflll 1172.0 m3 ------ ------- E 5+235, 300 mm Pipe 5+240.000 "MONON" N Bottom of Footing Precast Retaining Wall 496.0 m2 Bottom of Footing + El. 251.877 F.L. El. 253.468 El. 254.752 Brick Veneer 571.9 m2 El. 250.917 Brick Pilaster 2 Ea. STA. 5 + 128. 285 "MONON TO 5 + 180. 000 "MONON" LT. Cost Stone Coping 126.5 m STA. 5 + 180. 055 "S- RAMP " TO 5 + 255. 000 "S - RAMP " Rt. Ornamental Handrail 11.41 m Pipe Handrail on Wall 114.94 m HORIZONTAL SCALE BRIDGE FILE % RECOMMENDED 1 1 -1 1-04 INDIANA None FOR APPROVAL DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION NO. = DESIGN ENGINEER DATE PE60890175 = None 0401387 '°•' STME of `.4� ' DESIGNED: RDC DRAWN: RDC MONON TRAIL SURVEY BOOK SHEETS 79 of 178 � N\ PRECAST RETAINING WALL DETAILS E� yS10NAl �.��` CHECKED: KRL CHECKED: KRL CONTRACT PROJECT SOUTH OF STRUCTURE No. I Bonn g No. TB-1. Borinq No. TB-2. Line " 1(S_)—RAMPr_1[" Lin e M ONO J Is -- -------- --------- :57 rT1 ci STR. No. I Monon Trail Underpass LOG OF TEST BORING Boring No. T13-1 LOG OF TEST BORING Boring No- -----11�7?---------- LAQW Pro ec-11 16th St. from Co I I que Ave. to Range I I ne R E I evat 1 on 254.0 Pro jeCtIl6th St. from Co1_1p_q@ E I evat ion-----?54-.-8----------- ---- ---- -- Datum USC&GS — tonCoq'�y' _Ay@� to Datum --------USC&GS---------- Location Haml I ton County, Indiana EE Prol . No. 1-6240 Locatlon.��rqlj---------11) _t__tr)!;L�qRq-------------------- EEI Prol . No. .-!- 240 C I ient Farrar. Garvey & Associates. LLC C I ient ----FAr7nqt7.-.PgLr:yp-y-&-As-soo-i.(3t-es-.--LL-C---- ----- __5---------- 7770 West Now York Street * Indianapolis. Indiana 46214 Sheet 1 of 7770 West New York Street * Indianapolis. Indiana 46214 sheet..._----- of -----1 _---- 317-273-1690 / 317-273-2250 (Fox) 317-273-1690 / 317-273-2250 (Fox) Prol . No. STP-8886( )CN Station 5+091 Weather Partly Cloudy Driller B.J. Prol No. STE-B886( )0 Station Driller B.J. -- TP-B886( )C Station ----------5+1_30.............. Weather_P_qr_t_l.Y__Q_L9Lkj0_Y. Structure No. --- Offset 2.0 m Lt. "Bikeway" Temp 85 Deg F Inspector S.S. Structure No. --- Offset 2.0 m Rt. "Bikeway" Temp. 80 Deg F Inspector S.S. SAMPLE DESCRIPTION/CLASSIFICATION SOIL PROPERTIES SAMPLE DESCRIPTION/CLASSIFICATION SOIL PROPERTIES No. Rec Blow Depth and REMARKS qp qu X W LL PL PI No. Rec Blow Depth and REMARKS qp qu X W LL PL PI % Counts ft m KPa KPO Kg/m3 % Counts it m KPa KPa Kg/4 % - ° 0 CRUSHED STONE ( ballast; fill ; CRUSHED SS-1 80 4 5 3 -\V i suo ( ) STONE ( ballast; fill ; f SS-1 50 9 7 5 -::-\v i suo I _T- SANDY LOAM, loose. moist, I I - --r SANDY LOAM, medium dense, brown and block, with 7 NOTES: SS-2 X 100 2 4 6 occcls i ono I I oam seams f i I 1 290 7.7 SS-2 60 4 5 7 Imo IS brown, with occasional 340 14.2 SANDY L brown a oCcas i 0 1 oam seams ( f i I I ) , A-2-4 , Lob I -2 4 . Lob No. 3967SL o. 3967SL 0 SOIL BORING LOCATION SS-3 X100 2 4 5 220 0.21 SS-3 X100 3 5 5 2 CLAY LOAM. stiff, moist, 240 11 . 1 T rown ( fill ) , A-6, Lob No. SOIL BORING INFORMATION BASED ON GEOTECHNICAL REPORT BY: SS-4 100 2 5 6 SANDY LOAM, medium stiff to �965SL 103- stiff, moist. brown, A-4 , Lob 190 0.3 SS-4 100 1 2 4 _7 - 190/221) 135 1868 16-91 No. 3964SL 103 EA R TH EXPL ORA TION SANDY LOAM, medium stiff, 7770 WEST NEW YORK STREET moist, brown to gray below INDIANAPOLIS -2988 4 4- 3 . 7 m, A-4 , Lob No. 3964SL , IN 46214 SS-5 1100 ,6 9 10 140 10.7 SS-5 100 2 4 6 140/121) 131 2245 10-31 PHONE.- (317) 273-1690 FAX (317) 273-2250 15 GRAVELLY SAND, medium dense, 15 - -\moist, brown ( visual ) 5 5 -4 _!Z SANDY LOAM, medium dense, 1-4 N SS-6 2 3 6 _-4 SILTY LOAM, medium stiff, 15.2 SS-6 80 2 7 12 intermittant sand inclusions, - 20 4 - _�967SL X100 674 moist, brown, with 240 IL mo i st, brown, A-2-4 , Lab No. -20 A-4 . Lob No. 3966SL ++_ :4 _-4 7 7-++- ('S "Zt. :++- SILT. medium dense, wet, SS-7 100 4 20 26 430 8.0 SS-7 100 4 10 10 -7 brown ( visual ) ++_ x r� N q_� 25 SANDY LOAM. hard, moist, .04 Q_ - 25 :++ brown to gray ( glacial till ) . 8- !Z -4 . Lob No. 3964SL 8-++- 7'A GRAVELLY SAND9 dense, wet, SANDY LOAM, stiff, moist, oi brown ( visual ) SS-8 50 9 17 20 -7 9- SS-8 X 100 2 5 10 9- gray, A-4 , Lob No. 3964SL 100/311) 10.9 30 zz - -30 End of Boring at 9 . 1 m End of Boring at 9 . 1 m g, g O 10 10-- -35 -35 11 11 1 - - 12- FAD 2 �-4 0 -1 1 WATER LEVEL OBSERVATIONS GENERAL NOTES WATER LEVEL OBSERVATIONS GENERAL NOTES Depth V Whi le T_ Upon V_ Start 8/29/OOEnd 8/29/00 Rig CM 75 Depth V Whi le _Y Upon 5z Star-PZ?.%��QQ_End 8/2 /00..R i gCM� 75 M bri I I ing completion After Drilling Dr i I I i ng Method 83 mm I-D- HSA Truck m Dri I I ing Completion After Drilling ... ----- - -------- Depth to Water 8.2 6.4 BF Remarks Backf i I I ed with aucer Depth to Water 5.8 5.9 BF Dr i I I i ng Method-Qq-!n-I_D___ HSA--Tru-cK- Remarks RqqKfiA_1.e-d_with__auqQn........... Depth to Cave-in 6.6 cuttinas and bentonite chip Depth to Cave-in 6. 1 tt i cu --------O_g,5._p[r)!q_benton-i-t-e-.chi p................ The stratification lines represent the approximate plua near surface. The stratification lines represent the approximate p_l.ug-ne-ar--surface---------------------------- I boundary between soil/rock ypes and the Transition may boundary between soil/rock lees and the Ptransition MY - --- -- ------------ RECOMMENDED INDIANA HORIZONTAL SCALE BRIDGE IFILE e % FOR APPROVAL " 11 -1 1-04 DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE PE60890175 0401387 STAX OF DESIGNED: RDC DRAWN: RDC MONON TRAIL UNDERPASS SURVEY BOOK SHEETS ,,,��'�F�� Q� ���,.�� SOIL BORING 80 of 178 D- KRIL - KRIL CONTRACT PROJECT CHECKE CHECKED. STRUCTURE No. I R-27495 150 mm Type 4 Plpe 34500 Connect to STR. No. 78 for Underdrain. 17787 P.O.C. 5+128.285"MONON" (See Underdrain Table) 16713 End Structure 4820 4008 22.5° Elbow +144.82 P.I. STA.= 5+054.634 "MONON" P.O.C. 5+093.780 0MONON" m Work Point on Constr. Chord Line +140.00 d = 28°28'05.808" (Lt.) Begin Structure L Sta. 2+006.540 "PR-1: 45° Elbow o °o T = 152.204 m Sta. 5+111.570 "MONON'; 0.25 m Lt. L = 298.119 m 08°49'00" R = 600.000 m _ _ ---_______________--_____---- - -- -----_ ------- �' z Trench Drain E = 19.004 m -- -------- --- - - -------------------------- - - - ---------------------------- -- ---- __---- ___---- Bott. El. 250.800 S.E. = N.C. A =' - - MONON TRAIL y Trench Drain 3.5 m L t. � � Structure 5 100 i (Constr. Chord Llne) A +1 9. , o 5+120 Bott. El. 250.800 STR. No. 146 (see Plan & Profile) 0 N Line "MONON" MONON TRAIL ====_ __ __________________-_-__ === =_= _ =- - ____ - ====- --- ----- B "; } - -- ---_ --- 150 mm Outlet Plpe (See Underdraln Table) •, 4660 Headwall QOC.. Structure & Headwall I c 100 2330 2330 Igo 150 mm Type 4 Plpe I I SECTION H-H STRUCTURE No. 1 for Underdraln. Face of Precast Concrete Retaining Wall 3 Equal Spoces (1450 moxJ P.O.C. 5+111.614 "MONON" PLAN (See Underdrain Table) (See Sheet No. 82 for Corner Details) Top of Precast I = P.O.T. 2+006.291 "PR-1" ' Scale L•100 Concrete Headwall I NEENAH R-4991-HX TYPE A North El. 255.958 I ' Grating or Approved Equivalent -, South El. 255.951 I r- 150 Compacted Aggregate, 53, Base White Graffiti Resistant I Coating. Do Not Coat Slab Cut & Remove C.I. 660 5 mm Nominal Annular Space j Frame O Pipe Location N Bottom of Pavement Structure Backflll (Typ.) T.C.= 25L124 I *13 Rebor Through 13mm 0 I ' Holes of Anchor E N j 300 mm 0 57VC Plpe, .m C B Connect t STIR. No. 145 610 j O 10 1 i 200 4260 200 Flowab/e Mortar M o A A D j Backffll (Typ.) I I � I X 4 4 - -- -- � X I I 8 LO 13010600 i 1 75 75 1301 0 600 I I I INV. EL. 250.774 13 (Type I 675 t I 365 4260 Span by 3150 Rise Precast Reinforced Concrete SECTION Z - Z Y __________ �____________________ I Y 100 Culvert Unit Photocell In South Headwall, Rough-In ! - - Not to Scale To Be Placed by Tunnel Manufacterer I I Poured In Place ! Clearance Diagram 300 Footing & Slab 3 0 600 600 Solder Course i Cost Keystone, Finish to Resemble L Imestone 5540 ! on Lower Levels of Carmel City Hall (Standard Gray Buff) I o I SECTION B - B 80o See Sheet No. 78, 79, 82, 83 for Limits of Galvanized Rolled Shelf _ I Angle for Brick Veneer. Point I Scale 1:50 �- Precast Concrete Retaining Wall Details o LO Bottom Side with White Graffiti j 1301 X 1190 ! "°� Resistant Coating j I I Surveillance Camera Geotextile for Underdraln I I (See Sheet No. 84) 2400 1500 Varies 840 Varies 1500 2400 1 605 3050 605 Nb I � I Top of Headwall 0% % PG PG 2.0% 2.0% Top of Headwall Aggregate for q El. 255.958 -~ �! �� ~- El. 255.951 Underdrain j o L Finished Floor I a ; Low Structure 0 South i Refnf. Conc. Pier, (Typ.) 4 ! ! 4 � Low Structure � North 5+093.780 "MONON" ; El. 254.373 El. 254.476 1 i I 1 1 , P.G. El. 251.223 ,,� , 0.30% . Q "MONON' , Extend Floor 150. _j_ --- i 5+128.285 Past End of' i Str. (Typ.)0.297% P.G. El 251.326.04 b - --- --- a Inv. El. 250.924 Bottom of Footing & Slob Inv. EL 250.924 R North. El. 250.823 - 150 mm Type 4. Pipe South: El. 250.926 g h Co SECT ION A A Inv. El. 250.650 for Underdraln Scale 1:100 640 (Typ.) 4260 Clear Inside Inv. El. 250.633 L SOILS PARAMETER FOR DESIGN NOTES: 5540 All Dimensions are In Millimeters (mm) EL EVA TION Exist. Coheslve Granular Unless Noted Otherwise Subgrade Subgrade (Fill) . 25 Allowable BearIng Pressure (KPa) 120 N.A. Ali Elevations are In Meters (m) cae : : ALLOWABLE DESIGN STRESSES DESIGN DATA Unless Noted Otherwise Friction Angle between Wall & Backfili ( 8 ) 180 30° FOR STR. No. 146 HS20-44 Truck Loading & Alternate Military Loading Angle of Internal Friction of the Foundation Soil ( 0 ) o° 30° For Section C-C, D-D, X-X & Y-Y see Sheet No. 82. In accordance with the 2002 AASHTO Specifications 9 Class "A" Concrete f'c = 3500 psi PRECAST 3-SIDED CONCRETE CULVERT For Section H-H. see Sheet No. 83. and all subsequent Interim specifications. Ultimate Adhesion between the Foundation Soil and the Poured Concrete Footing (Co) KPa 50 o Class B Concrete f c = 3000 psi ONE SPAN 9 4.260 m SKEW., NONE Ultimate Cohesion (KPa) 70 0 See Special Provisions for Railing Structural Reinforcing Steel Grade 60, fy = 60 ksi Dead Load Increased 1.7 kN/m2 for Future Design Load Requirements Wearing Surface MONON TRAIL UNDER 116th STREET R. Lp/s�;�%, RECOMMENDED /4/4'_ INDIANA HORAS NOTED LE BRIDGE FILE , ... l� " 11 -11-04 . FOR APPROVAL DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION N0. DESIGN ENGINEER DATE AS NOTED 0401387 PE60M175 STATE OF '�4�;� DESIGNED: RDC DRAWN: RDC SURVEY BOOK SHEETS �•...����.f �, MONON TRAIL UNDERPASS 81 1 of 1 178 FS�ONAL ��6 GENERAL PLAN CONTRACT PROJECT ```````` CHECKED• KRL CHECKED: KRL Cast Stone Coping, Handrall, Headwall, 50 mm x 200 mm and Precast Concrete Retaining Wall Treated Rails Non-Shrink Grout or j Cover Flange 1450 Max. Spacing Cement F. F. TS 2.Ix32x32 Goly. Steel Tube � 76 2440 Max Spacing R. F. A nchoring Ceme ' (T pica/) Cast Stone Coping F• F° j w R° F. I I ° I Sloe To & Bottom Rolls t • I • 20 mm Drip Bead (Typ.) p p 100 Max. Opening , • I I • , • Parallel to Top of Wall I Galvanized Steel Tube Flange: ----, ;- -- -------------------------- ------ ------- „--- Attach as necessary to meet O Finished Ground Line 300 structural requirements by means of Expansion Bolts into Top of Precast Concrete Retaining Wall I I I Flemish Bond j \� �' Brick Pattern 0 Flemish Bond 14 mm 0 x 100 mm I I Brick Pattern j �. -' j Long Log Screw � ` (Typ. 4 Each Post) IC,Precast Concrete Wall 100 PVC conduit for fiber-optic cable LO (see surveillance camera details on Sheet No. 85) o TS 2.Ix20x20x Galy. �` O . ' . • ' 13 (min.) Air Space (Typ.) Steel Tube (Typ.) I ' �.\ I N I I I I I I 150 x 150 x 8mm Continuous Galvanized Shelf ' S 150 mm x 150 mm ' Angle and 160 S.S. Expansion Bolts w170mm min. Treated Post Embedment (Typ.), 0 L200 m o.c. SECTION C_ C Handrail Connection at Headwall & Retaining Wall Scale 1:20 ----I ------------------------------------------------ �I--- I R. F. 610 F. F. O ! Top of Cast ! ° 305 305 I p g TS 2.Ix32x32 Ga/v. Steel Tube 14 I a I I Slop Top of Stone Co !n Cast Stone Coping over Deformed Copper Fabric I'► I'1 ! ! ! Conc We Flashing per SMACNA Plate *54, extend 6 mm Cast Stone Coping, S.S. beyond brick face. Mortar In top course to Include "`" O Dowel. Headwall, and Precast acrylic latex additive. Concrete Retaining Wall Galvanized Steel Tube Flange: Top of Precast Concrete Wall Attach as necessary rY to meet f:•' Fin. Ground L Ine structural requirements by means I I I• °' I I I• ;' I - I (• ° � 20 mm Drl Bead (Typ.) Stainless Steel Dowel of Expansion Bolts Into Precast I -�, '� p yp• p ELEVATION Note: Aliphatic Polyurethane Coating � , • � , • � . • - 0 610 o.c. max. with a Concrete Retaining g Wall. to be placed on entire roiling system. •' .' . - --- min. of 2 per Cast Stone I• ' I I : (° I I �• ' Coping Section ,�, �.� j r ° : r ' I r °' r ' I r ° ° Finished Ground Line .300 T YPI CA L ORNA MENTA L HA NDRA IL PANEL :• •;- :• I: = •; Scale 1:20 Flemish Bond I. Brick Pattern I°' ! r ' (° ! r ' • (°- ! • • • I s• I I I• Precast Concrete Wall • 100 PVC conduit for fiber-optic cable I °' . ° (see surveillance camera details on Sheet No. 85) i •i• s• •A i • a i • � 150 x 150 x 8mm Continuous Galvanized Shelf 13 (min.) Air Space (Typ.) Concrete, Class B J Angle and 160 S.S. Expansion Bolts w 170mm min. SECTION D - D 300 DIo. Embedment (Typ.), 0 L200 m o.c. (Min.) EL E VA TI ON Coping Connection at Headwall & Retaining Wall Scale 1:20 SECTION J- J T YPI CA L WOOD FENCING Scale 1:20 Scale 1:20 _ I Cast Ston e Coping Structure & Construction Chord Line I Cast Stone Coping Con Structure & Construction Chord Line 30 Precast 2450 2430 3 Precast Co Retaining Wal 100 2450 2430 150 Retaining Wall 150 150 I 120 2330 2330 100 Q 5+093.780"MONON" (North Headwall) 150 F.F. of Precast ! 5+128.285"MONON" (South Headwall) ! 5+093.780"MONON" (North Headwall) Conc. Retalning Wall I Pllas r & Precast Conc. 1 I I Pilaster & Precast Conc. o o I F.F. of Precast etalnlng Wall (Typ.) j j ,`�y y' �g�^a a� 1 1 i 1 1 i, , 1 1 —`o y�-s- ——— b=•y m ts ==o � j I I j I ————— —��— I I i E I, LI:, 5+128.285"MO NON" (South Headwall) I I,I I Retaining Wall (Typ.) Conc. Retainin g Wall Face Brick Face Brick I ' Face Brick F.F. of Precast h Front Face C Conc. Retaining Wall F.F. of Precast 06 Conc. Retaining Wall Face Brick Precast Retaining Z Front Face Wall & Cost a� gn Stone Coping 1 Q /T 1 — ——— ------- - I ----- - ----------- 4 {/yl�•) t. i e i o�T � ( —4 -- ----- �— J•• o p' p ' � y O O o 'I► 1 0 { ti I I • `� 1 4 ° o I -—-—-—- ° j I ----------- I I ° ° • I ti I Pilaster & � ' Headwall (Typ.) ____________�____ I I NOTES: I I 1 I I All Dimensions are In Millimeters (mm), 2130 2130 `�� I ;;' unless noted otherwise Flemish Bond Brick Pattern 200 4260 Span 200 Flemish Bond Brick Pattern 2130 2130 All Elevations are In Meters (m), (see Sheet No. 83) (see Sheet No. 83) 200 4260 Span 200 unless noted otherwise PLAN NOTE: South End as Shown, PLAN Structural)aDesign Load Requirements for l SECTION X- X North End Similar _ NOTE: South End as Shown, SECTION Y Y North End Similar F.F. = Front Face of Precast Retaining Wall Scale 1:20 R.F. = Rear Face of Precast Retaining Wall Scale 1:20 �� R• Lp/s RECOMMENDED - INDIA HORIZONTAL SCALE BRIDGE FILE ���`� •1 ,Fl�-+= FOR R APPROVAL 1 1 -1 1-04 AS NOTED F DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION �• DESIGN ENGINEER DATE PE 175 1 _ AS NOTED 0401387 STATE OF :'�, DESIGNED: RDC DRAWN: WRD SURVEY BOOK SHEETS +-.-o,� •/x�l�•'' � ,. F MONON TRAIL DETAILS 82 1 of 1 178 CHECKED: KRL CHECKED: KRL CONTRACT PROJECT Square Cost Stone Cap H End Precast Concrete Retalnln Wall R. F• 710 F. F. for Brick Pilaster. See Brick Pilaster (See Sheets 78 & 79 For Locations) Section H-H for Details. 355 1520 Max. Post Spacing 150 150 1520 Max. Post Spacing 355 355 Handrail Connection (Typ.) Brick Pilaster & Handrail Bracket See Detail Below I Stretcher Course (Typ.) 38 mm 0 alv.. Sch. 40 Plpe 38 mm 0 Golv., Sch. 40 Pipe Connection Bracket Ha droll falls & Post), Handrail (Rolls & Post), See Sheet 82 for Slope Top & Bottom Rolls Square Cost Stone Cap Ornamental Handrail Parallel to Top of Wall j Slope Top & Bottom Rolls 76 76 Details I Parallel to Top of Wall ,--------- ----- --- , C, I ' I I o LO --------- ---- ---,--- — I ---- --- --- ---- I Stainless Steel Flashing Cap I ' over Dowel per SMACNA Plate #54 & Seal to Deformed Flashing j o • ° ° I I I I I 20 mm Drip '° j I I I o�°o I I--------- ----- --- Bead (Typ.) ° ;nj ; ° °. i j 150 I 150 I I I I ' ° Deformed Copper Fabric Flashing per j Max. Max. ___ _—_—_—_—- 2 Stainless Steel p ' !° fl ' SMA CNA Plate #54, extend 6 mm ! j ! I I — — — — — — I Dowels set diagonally •° ! beyond brick face. Mortar to top course � ! j ! .., � ! � In corners ° ° Al ° ° o to Include acrylic latex additive, Typical of all ores in contract with Deformed Flashing. ,--------- --- -----� I 305 ! 305 j - CO ci Rigid Meta/ Tie Placed 0 Every Other ! _ I o ! ,--------- --- ----- c ' Brick Course --------- ( ----- ---�---- - I ! -°0 I I I o ° I T - ----1--- --------- Top of Cast ' I I I I I I Stone Coping C I j C j I--------- -- ------ 4-#16 Bars , (one 0 ea. Corner) ° To of Precast Concrete Wall Fill Cavity with Class B P i i ! !_---_---_ ------_—_� Concrete, Height of Pilaster 25 j j Fin. Ground Line 1 Galvanized Steel Tube Flange, Galvanized Shelf Angle =�T=T� ---- A ttach as necessary to meet and 160 S.S. Expansion -L�1=J 1 L=1IJ=J11- j A. ry Bolts wIm min. •° ° ° ; ! structural requirements by means Embedment on each side of Expansion Bolts Into Precast of Pilaster I '° I j Concrete Retaining Wolf (Typical). �° I °; •,e I . • o ' Galvanized Shelf Angle -- Flemish Bond co and 160 S.S. Expansion Brick Pattern o I :; I ; co e I e• Bolts w 170mm min. /00— 150 150 o l Embedment. Note: I •: I : . Finished Ground Line I C �)l Allphetic Polyurethone Coating to I be Placed on Entire Handrail System G ELEVATION G- G --s-�-- 13 (Min.) Air Space ° • •' ' ^' I ' Scale 1:20 2 0 Dto. A0 tn. (TYP• I 150 x 150 x 8mm Continuous Galvanized Concrete, Class B (Typ.) I Shelf Angle and 160 S.S. Expansion Bolts EL EVATION M- M w 170mm Embedment (Typ.) 0 L200 m o.c. 1000 PVC Conduit For fiber-optic cable ! Scale 1:20 (see surveillance camera I 90 details sheet No. 85) 5 Lon Slot SECTION H- H Scale 1:20 CO 150 610 Ijl y e 610 100 205 205 100 6 / 1 140 305 305 ! I 111 13 x 25 Slotted Hole ! il o. C Pilaster Lo :° ° 1102 I I I I o N 13o Holes 0)4-#16 ---------#13 Tie Bar p ---------------- ------- I V . NOTES: The Cost of Class B Concrete, Reinforcement, 0 M o o e Fill Cavity with Class B 180 Holes (Typ) I 13 Shelf Angles, Handrail Connection Bracket, � a N V Q Concrete, to full �+ � 13 x 32 Galy. S.S. Flashing, S.S. Dowels, Expansion Bolts L c� IT height of Pilaster 150 x 150 Golv. Steel Ang/e Bent Bar Bracket and Rigid Metal Ties Shall be Included In the Cost of Other Items. PLAN 305 305 HANDRAIL CONNECTION BRACKET A// Dimensions are In mllllmeters (mm), unless noted otherwise. All Elevations are In Meters (m), TYPICAL BRICK PILASTER Scale 1:50 unless noted otherwise. SHELF ANGLE AT PILASTER See Special Provisions for Railing Structural Scale 1:20 Design Load Requirements. Scale 1:50 F.F. = Front Face of Precast Retaining Wall R.F. = Rear Face of Precast Retaining Wall HORIZONTAL SCALE BRIDGE FILE RECOMMENDED Q INDIANA AS NOTED ��``��a• � d`F�l ', FOR APPROVAL 1 1 -11-04 DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION NO. DESIGN ENGINEER DATE PE60M175 AS NOTED 0401387 ='O•• STATEOF :'�4�:� DESIGNED: RDC DRAWN: WRD SURVEY BOOK SHEETS =0/"''4Ng1A1b•''•�. MONON TRAIL DETAILS 83 of 178 %FS�0NAt � CONTRACT PROJECT CHECKED: KRL CHECKED: KRL C) 0 0 O N d' Begin Precast Concrete Retaining Wall T T T Sta. 5+010.000 "MONON': Lt. + .+ Work Point on Constr. Chord Line B ., STRUCTURE No. 1 Sta. 2+006.540 "PR-11, P.O.C. 5+111.614 "MONON" = Sta. 5+111.570 '"MONON us. 0.25 m Lt. A �� = P.O.T. 2+006.291 "PR-1" B A 4 ® B ® Video Control Center Enclosure w ® ® _ _ __________________________________~ __- -_-______------ ------- Video Contr Center Enclosure 1325 LE „ ® - -- --------- -- ------------ ----------- --------- - - - --- --------------- --__ IN SON S Fixture SB (Typ.) ------ ------------------------ -------------- - -- ON /4000 Fixture SA (Typ.) -� � Surveillance Ca ra C Structure & Construction Chord Line Fixture SB ("ryp.) INE "MONON Surveillance Camera 1400 � g 100, CONC. STRIP o Fixture se (Typ.) � LINE "MONON" ® Fixture SA (rypJ 100, CONC. STRIP R3 m N DI rlbutlon Pane/ 325 Fixture SB (Typ.) ----------- -- -- ---- ------------------------ --------- ------------- --------------------------------- -- --- ------------ -- - ----------------- ----------------- - -------- ----- --- - � Extenede d Plan North SP,q, I200 1215 2650 8 SPA 0 3650 - 29200 2650 10815 TYP/CAL THREE TYPICAL BOTH SIDES OF MONON TUNNEL CORNERS End Precast Con c. Retaining Wall STA. 5+230.000 "MONON'; Rt. A❑ DUPLEX RECEPTACLE, 125V., 20 AMP., GFCI, FACE OF TUNNEL HEADWALL NEMA 5-20R HUBBELL GF5632 WITH FACE OF TUNNEL HEADWALL STA. 5+128.285 "MONON" Extended Plan South HUBBELL 5222 WEATHERPROOF COVER, STUB RECEPTACLE STA. 5+093.780 "MONON" UP 100mm A.F.G. INSTALL UTILITY BOX BELOW GRADE & PIGTAIL UNDERGROUND *12 CIRCUIT TO RECEPTACLE L IGHTING PL AN SECONDARY 3-12, © 250 mm x 250 mm FIBERGLASS JUNCTION BOX 50 mm CONDUIT FOR FIBER-OPTIC CONNECTION. PLACE AT At Monon Underpass C GROUND LEVEL BEHIND RETAINING WALL. Scale 1:100 C KWH METER BY CONTRACTOR PER P.S.I. REQUIREMENTS SERVICE POINT MAY CHANGE DEPENDING KWH METER TO BE MOUNTED ON A TREATED WOODEN PEDESTAL ON FINAL LOCATION BY UTILITY. ADJACENT TO TRANSFORMER. Precast Conc. Retaining Wall. V/ 600 300 300 EDGE OF MONON BIKE PATHWAY CONCRETE STRIP (CLASS "A" FOR STRUCTURES) PATHWAY ° o n 100mm x 100mm � e ° • ° • ROUGH-IN BOX SITE LIGHTING FIXTURE SCHEDULE o ° DESRIPTION '� .�° q � • • • • o TYPE QTY. q �, • • ° ° \�\� FACE PLATE ' ° ROUGH IN BOX SA 18 50 WATT METAL HALIDE RECESSED WALL LUMINARIE WITH FULLY SHEILDED LIGHT SOURCE. VOLTAGE: 120 VOLTS; IN LUMINAIRE ° • ° ,• ° • ° FACEPLATE: STAINLESS STEEL, PAINTED WHITE, WITH CLEAR TEMPERED GLASS SPREAD LENS. INSTALL TO THE FIXTURE WILL HAVE A ROUGH-IN HOUSING WHICH WILL HAVE TO BE SUPPLIED TO THE b ° /�\/\/\/�\/\ / MANUFACTURER'S TUNNEL MANUFACTURER PRIOR TO TUNNEL FABRICATION. Q ° /�� /� SEE SPECIAL PROVISIONS. SPECIFICATIONS cNn TUNNEL CEILING g Z" o ° v 70 WATT METAL HALIDE, BELOW GRADE LUMINAIRE N V ° D W SB 33 VOLTAGE: 120 VOLTS; COMPOSITE HOUSING PRECAST TUNNEL WALL SEE SPECIAL PROVISIONS. UNDERPASS WALL MOUNTING UNDERPA SS DOME NOTES. MONON BIKE PATH L IGHTING TYPE SA SURVEILLANCE CAMERA All Dimensions are in millimeters (mm), unless noted otherwise. All Elevations are in Meters (m), TYPES unless noted otherwise. `````a� 5 l„ HORIZONTAL SCALE BRIDGE FILE "'''�. RECOMMENDED INDIANA As Noted 0 S. fi ��` ' FOR APPROVAL 11 -11 -04 ' DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION z DESIGN ENGINEER DATE As Noted 0401387 PE193001 STAB DESIGNED: RDC DRAWN: RDC SURVEY BOOK SHEETS ,,,�oc�'.••��'Q.lR ,f. � MONON TRAIL UNDERPASS LPA JOB 84 lof 1 178 �-Coy`°� KRL CHECKED: KRL LIGHTING DETAILS CONTRACT PROJECT AL CHECKED:a CHECKED: R-27495 STP—B886 007 Lighting and Surveillance Camera Pole 5+257.000 "MONON" 2-25 mm PVC CONDUIT, CAST IN PLACE HANDHOLE, LIGHTIN 100 mm x 100 mm x 54 mm DEEP 5+230.00 "MONON" ROUGH-IN BOX FOR CAMERA HOUSING 25 mm PVC CONDUIT, \ 2-50 mm PVC CONDUIT CAST IN PLACE HANDHOL E. L IGHTIN / \\ WITH PUL L STRING FOR VIDEO CONTROL CENTER ENCLOSURE // 5+180.00 "MONON" �� \\� FIBER-OPTIC CABLE AND \\ ELECTRICAL SERVICE BOTTOM OF PANEL TO BE PRE-CAST, 915 mm ABOVE FINISHED TUNNEL FLOOR. i 0 25 mm PVC CONDUIT STUBBED OUTSIDE // \\ B OF WALL i \\ 2-100 mm PVC CONDUIT \\ DISTRIBUTION PANEL, 2-25 mm PVC CONDUIT \\ WITH PULL STRING FOR BOTTOM OF PANEL TO BE WITH PULL STRING FOR ; \\ 2-25 mm PVC CONDUIT, �� PRE-CAST, 915 mm ABOVE FIBER-OPTIC CABLE II FIBER-OPTIC CABLE CAST IN PLACE FINISHED TUNNEL FLOOR. II 100 mm x 100 mm x 54 mm ROUGH-IN BOX FOR 1 (SEE LIGHTING DETAILS) CAMERA MOUNTING I JJ AT END OF RETAINING WALL VIDEO CONTROL CENTER ENCLOSURE, �J BOTTOM OF PANEL TO BE PRE-CAST, 915 mm ABOVE FINISHED TUNNEL FLOOR. i 2-50 mm PVC CONDUIT STUBBED OUTSIDE OF WALL ITEMS TO BE CAST IN PLACE 2-100 mm EMPTY PVC CONDUIT --���/ o�p��/�!;;,- ,,,- � �, WITH PULL STRING FOR / C // , O FIBER-OPTIC CABLE (BY TUNNEL MANUFACTURERS ��! ,CDo °�FcTj F B 2-25 mm PVC CONDUIT WITH PUL L STRING FOR FIBER-OPTIC CABLE Vii/ 2-100 mm PVC CONDUIT WITH PUL L STRING FOR i FIBER-OPTIC CABLE. PLACE UNDER REINFORCED CONCRETE / I I ►/��' / CAP BEHIND WALL , / / HA NDHOL E, LIGHTING / i 5+032.000 MONON / © 250 mm x 250 mm FIBERGLASS JUNCTION BOX y e B �4 FOR FIBER—OPTIC CONNECTION. PLACE AT AT END OF i GROUND LEVEL BEHIND RETAINING WALL. RETAINING WALL CONDUIT TO BE CAST IN PLACE BY TUNNEL MANUFACTURER UNLESS OTHERWISE NOTED. / ISOMETRIC CONDUIT ROUTING DIAGRAM /� ---- CONDUITS TO BE INSTALLED BY CONTRACTOR t4 2-50 mm PVC CONDUIT WITH PULL STRING FOR FIBER-OPTIC CABLE AND NOTE. ELECTRICAL SERVICE 1 . CONTRACTOR TO SEAL ALL CONDUIT PENETRATIONS IN WALL TO INSURE WATER—TIGHT CONDITIONS 2. BOTTOM OF HOUSING FOR DISTRIBUTION PANEL, AND Lighting and Surveillance Camera Pole VIDEO CONTROL CENTER SHALL BE 915 mm ABOVE 4+998.000 "MONON„ FINISHED TUNNEL FLOOR. 3. SEE SHEET 84 FOR FIXTURE LOCATIONS AND DESCRIPTIONS. ` ,, HORIZONTAL SCALE BRIDGE FILE INDIANA None ��`` 51 '� 1 4��,°: RECOMMENDED FOR APPROVAL 11 —11 -04 DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION zz N0. = DESIGN ENGINEER DATE PE193W1 None 0401387 .o� STATE OF DESIGNED: RDC DRAWN: RDC MONON TRAIL UNDERPASS SURVEY BOOK SHEETS ",�°•�~ SURVEILLANCE CAMERA DETAILS LPA JOB 85 of 178 •. �1 •�1�'� CONTRACT PROJECT A- �' N�°`� CHECKED: KR L CHECKED: KRL ISOMETRIC DRAWING R-27495 STP-8886 007 VIDEO CONTROL CENTER ENCLOSURE, 25 mm PVC CONDUIT, SEE SURVEILLANCE CAMERA DETAIL. CAST IN PLACE 50 mm x 76 mm x 90 mm DEEP ROUGH-IN BOX FOR PHOTOCELL WITH 25 mm PVC CONDUIT STUBBED OUT OF BACKSIDE OF HEADWALL. / (SEE SHEET No. 80, FOR LOCATION) / / ROUGH-IN HOUSING FOR RECESSED WALL LUMINAIRES (TYPICAL 9 PER 25 mm PVC CONDUIT, WALL) BOTTOM OF HOUSING TO BE ' , �4�' CAST IN PLACE, STUBBED 915 mm ABOVE FINISHED TUNNEL FLOOR SEE BELOW. ii' OUTSIDE OF WALL 25 DISTRIBUTION PANEL, CO NDUIT A mm PVC BOTTOM OF PANEL TO BE CO PRE-CAST, 915 mm ABOVE FINISHED TUNNEL FLOOR. 50 mm x 76 mm x 90 mm DEEP ROUGH-IN BOX FOR PHOTOCELL. No. 8 COPPER GROUNDING CONDUCTOR /PSB MOUNT FLUSH WITH SOUTH FACE 25 mm PVC CONDUIT i SB OF HEADWALL. 25mm PVC CONDUIT � STUBBED OUTSIDE OF WALL � ^`�__ / SB CAST IN PLACE / FOR RECEPTACLE, SOUTH .� �' SB ® 25 mm PVC CONDUIT ' ; / S� ' SB STUBBED OUTSIDE OF WALL FOR TRAIL LIGHTING SOUTH , / B SB ,' 25 mm PVC CONDUIT ' SB STUBBED OUTSIDE OF WALL 25 mm PVC CONDUIT ' ' ,� B SB, I FOR RECEPTACLE, NORTH FOR BW D METER.E OF WALL SA �� i SB jo' ' 25 mm PVC CONDUIT "o, , Jgr SB 25 mm PVC CONDUIT STUBBED OUTSIDE OF WALL SA `; SB STUBBED OUTSIDE OF WALL FOR TRAIL LIGHTING NORTH SA TWO (2) ON EACH HOUSING, (TYPICAL OF 8 PER WALL) S' ' SEE BELOW. SA / SA i *_�_25 mm PVC CONDUIT S ' STUBBED OUTSIDE OF WALL i SA �' jD,y ONE (A ON EACH HOUSING END UNIT SEE BELOW. SA ' /' SAS ITEMS TO BE CAST IN PLACE (BY TUNNEL MANUFACTURER) ' / SA SAS SA / � 2-25 mm PVC CONDUIT SA�' /' / / / SAS / / SA SA 25 mm PVC CONDUIT --�'� SA ' -Aar' SB AD DUPLEX RECEPTACLE, 125V., 20 AMP., GFCI, A 4�-- SB SB \� �' NEMA 5-20R HUBBELL GF5632 WITH SB ��\\ , HUBBELL 5222 WEATHERPROOF COVER, STUB RECEPTACLE B UP 100mm A.F.G. INSTALL UTILITY BOX BELOW GRADE & SB SB ' PIGTAIL #12 CIRCUIT TO RECEPTACLE. wh SB SB •` aB SB CONDUIT TO BE CAST IN PLACE BY TUNNEL MANUFACTURER UNLESS OTHERWISE NOTED. a SB SB 25 mm PVC ---- CONDUITS TO BE INSTALLED BY CONTRACTOR ~ CONDUIT B se a � w SB a SB SB ISOMETRIC CONDUIT ROUTING DIAGRAM NOTE. V SB LUMINAIRES TO 1 . CONTRACTOR TO SEAL ALL CONDUIT PENETRATIONS BE INSTALLED BY IN WALL TO INSURE WATER-TIGHT CONDITIONS CONTRACTOR (TYP. NORTH & SOUTH ENDS) 2. BOTTOM OF HOUSING FOR RECESSED WALL LUMINAIRES, DISTRIBUTION PANEL, SHALL BE 915 mm ABOVE FINISHED TUNNEL FLOOR 3. SEE SHEET 83 FOR FIXTURE LOCATIONS AND DESCRIPTIONS. RECOMMENDED INDIANA HORIZONTAL SCALE BRIDGE FILE None FOR APPROVAL DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE None 0401387 DESIGNED: RDC DRAWN: RDC MONON TRAIL UNDERPASS SURVEY BOOK SHEETS LIGHTING DETAILS LPA JOB 85A I of 1 178 CHECKED: KRL CHECKED: KRL ISOMETRIC DRAWING CONTRACT PROJECT R-27495 STP-B8864007) —DUPLEX RECEPTACLE 125V 20AMP. NEMA 5-20R 2—#12, 1N#12 GND 2-25 mm C TUNNEL VIDEO SURVEILLANCE CAMERAS No. 3 PAD MOUNTED TRANSFORMER BY P.S.I. 28 O® CONCRETE PAD BY CONTRACTOR PER 2—#12, 1N#12 GND 2-25 mm C UNDERGROUND PRIMARY BY P.S.I. P.S.I. SPECIFICATIONS TUNNEL VIDEO SURVEILLANCE CAMERAS No. 4 0 D 8 CAMERA #3—VIDEO TRANSMITTER AND SERVICE POINT CI O 0 O 12 VOLT POWER SUPPLY ADAPTER CD I FIBER OPTIONS WP 812 RG59/U COAX CABLE AND WP 293 CONTROL WIRE 25 mm C (TWISTED SHIELDED PAIR) —J �--———� —— r———— KWH METER BY CONTRACTOR PER p ------------------ ------- -- ---�/ -- P.S.I. REQUIREMENTS ————————— — — ON TREATED WOODEN PEDESTAL ADJACENT TO TRANFORMER CEILING MOUNTED 120 VOLT ADEMCO RAPID DOME SURVEILLANCE CAMERA WITH PENDANT MOUNT, PERFORMANCE. CAMERA #4—VIDEO TRANSMITTER AND 360: HIGH SPEED PAN/TILT (SEE SPECIAL PROVISIONS). / I 12 VOLT POWER SUPPLY ADAPTER SURVEILLANCE CAMERA No. 3 CAMERA 3—DATA RECEIVER AND ----�� I FIBER OPTIONS 3N2, 32 mm C 12 VOLT POWER SUPPLY ADAPTER I FIBER OPTIONS ———— I J I 2412, 1-#12 GND. 50 mm C. p WEATHER TIGHT ENCLOSURE W/ > i CEILING MOUNTED 120 VOLT ADEMCO RAPID DOME I TAMPER RESISTANT KEY LATCHES NEMA TYPE 4 ENCLOSURE SURVEILLANCE CAMERA WITH PENDANT MOUNT, PERFORMANCE, CAMERA #4—DATA RECEIVER AND ALL EXPOSED PARTS SHALL BE PAINTED WHITE 360: HIGH SPEED PAN/TILT (SEE SPECIAL PROVISIONS). 12 VOLT POWER SUPPLY ADAPTER I FLUSH MOUNTED AND PRECAST IN PLACE 2P100 2N#12, 1NJ12 GND. 25 mm C. FIBER OPTIONS SURVEILLANCE CAMERA No. 4 VIDEO CONTROL CENTER No. 2 I 1P20 TUNNEL WALL LIGHTS I UPLEX RECEPTACLE 125V 20AMP, NEMA 5-20R I 11*20 2w#12. 1N#12 GND 2-25 mm C I MONON TRAIL LIGHTING (NORTH AND SOUTH) TUNNEL VIDEO SURVEILLANCE CAMERAS No. 1 00 00 I TORK 2101 PHOTOCELL MOUNTED OUTSIDE 2w#12. 1—#12 GND 2-25 mm C D e NEAR TOP OF TUNNEL WALL. FACING SOUTH D 0 p 9 CAMERA #1—VIDEO TRANSMITTER AND TUNNEL VIDEO SURVEILLANCE CAMERAS No. 2 12 VOLT POWER SUPPLY ADAPTER FIBER OPTIONS 1 P20 WP 812 RG59/U COAX CABLE AND I GENERAL PURPOSE RECEPTACLES (NORTH END) WP 293 CONTROL WIRE 25 mm C —— (TWISTED SHIELDED PAIR) — p ------------------ ------- — ---� }� -- I 2N#12. 1—#12 GND. 25 mm C. CEILING MOUNTED 120 VOLT ADEMCO RAPID DOME / I I 1 P20 1 P20 SURVEILLANCE CAMERA WITH PENDANT MOUNT, PERFORMANCE, GENERAL PURPOSE RECEPTACLES (SOUTH END) 360: HIGH SPEED PAN/TILT (SEE SPECIAL PROVISIONS). / I CAMERA #2—VIDEO TRANSMITTER AND 12 VOLT POWER SUPPLY ADAPTER SURVEILLANCE CAMERA No. 1 1CAMERA OLT POWERASUPPLY ADAPPTDER —————�' I FIBER OPTIONS FIBER OPTIONS I I #8 COPPER 2N12. 1N#12 GND. 25 mm C. GROUNDING CONDUCTOR ——————— — — DISTRIBUTION PANEL WEATHER TIGHT ENCLOSURE W/ 120/240V 100 A., 1 PHASE. CEILING MOUNTED 120 VOLT ADEMCO RAPID DOME I TAMPER RESISTANT KEY LATCHES 3 WIRE, 12 CIRCUIT SURVEILLANCE CAMERA WITH PENDANT MOUNT. PERFORMANCE. CAMERA #2—DATA RECEIVER ANO NEMA TYPE 4 ENCLOSURE NEMA 4 ENCLOSURE 360: HIGH SPEED PAN/TILT (SEE SPECIAL PROVISIONS). 12 VOLT POWER SUPPLY ADAPTER I ALL EXPOSED PARTS SHALL BE PAINTED WHITE ALL EXPOSED PARTS SHALL BE PAINTED WHITE FIBER OPTIONS I FLUSH MOUNTED AND PRECAST IN PLACE FLUSH MOUNTED AND PRECAST IN PLACE SURVEILLANCE CAMERA No. 2 VIDEO CONTROL CENTER No. 1 3.0 m X 16 mm COPPER �U •� NQOD CLAD GROUND ROD DISTRIBUTION PANEL FIBER OPTIC CABLE (BY OTHERS) WP 812 RG59/U COAX CABLE y N I WP 812 RG59/U COAX CABLE ERA 1— VIDEO RECEIVER AND — —— — CAMERA 4 — VIDEO RECEIVER AND ` CAM � E — — # 12 VOLT POWER SUPPLY ADAPTER I 12 VOLT POWER SUPPLY ADAPTER 1. ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRIC CODE AND ALL FIBER OPTIONS I FIBER OPTIONS APPLICABLE LOCAL CODES AND STANDARDS. g lll� 2. ALL WIRING SHALL BE 600 VOLT COPPER, THWN, AS SHOWN. tR- p ( CAMERA 2— VIDEO RECEIVER AND CAMERA #3— VIDEO RECEIVER AND 3. UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC SUITABLE FOR DIRECT BURIAL BURIAL DEPTH SHALL BE 915 mm BELOW FINSHED GRADE WITH RED OR YELLOW • 12 VOLT POWER SUPPLY ADAPTER I 12 VOLT POWER SUPPLY ADAPTER WARNING TAPE PLACED ABOVE CONDUIT WITHIN 305 mm OF FINISHED GRADE. W FIBER OPTIONS I FIBER OPTIONS ►. ao \ I / ADEMCO GOLD DOME CONTROLLER —-� ADEMCO GOLD DOME CONTROLLER I ADEMCO GOLD DOME CONTROLLER — ADEMCO GOLD DOME CONTROLLER CAMERA #1— DATA TRANSMITTER AND I CAMERA #3— DATA TRANSMITTER AND 12 VOLT POWER SUPPLY ADAPTER 12 VOLT POWER SUPPLY ADAPTER FIBER OPTIONS I FIBER OPTIONS CAMERA #2— DATA TRANSMITTER AND \ � CAMERA �3 — VIDEO RECEIVER AND 12 VOLT POWER SUPPLY ADAPTER FIBER VOLT POWER SUPPLY ADAPTER FIBER OPTIONS FIBER OPTIONS �----------- -------- ---J CITY MONITORING LOCATION HORIZONTAL SCALE BRIDGE FILE S. ` RECOMMENDED c- INDIANA AS NOTED FOR APPROVAL 11 —11-04 DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION N0. DESIGN ENGINEER DATE AS NOTED 0401387 PE19300177 = A� STATE OF Air DESIGNED: RDC DRAWN: JQL MONON TRAIL UNDERPASS SURVEY BOOK SHEETS LIGHTING DETAILS LPA JOB 86 of 178 �'''��•••.�����••••�����` CONTRACT PROJECT CHECKED: JAL CHECKED: RDC SINGLE LINE DIAGRAM R-27495 STP-8886 007 C) 0 0 C) ° c°v SPEED LIMIT I FOR SIGNS AT INTERSECTION, BEGIN PROJECT STP-6886 007 30 t SEE SIGNAL DETAIL STA. 0+960.130 "PR-111 y R2-I(30) (600mm x 750mm) 24m (See Detail•A) 1+120 — — — — — 116th STREET 49 W 'ne PR- 1 " LU 4 J o V co + I� rn �W SPEED W LIMIT �w R4-7 30 24m (rypJ J y (600mm x 750mm) _ O � 1+200 R2 I(30) _ (J (600mm x 750mm) 4 9 49 4 SEE COLLEGE AVE. DE TA I L 1+260 DETAIL " A" (Typ. Throughout The Project) 0 0 0 0 CD M dam' � to + + + + T T T T SEE GUILFORD AVE. DE TA I L SPEED LIMIT 30 R2-1(30) y (600mm x 750mm) I� 1+520--,,\ O Q U) 1 16th STREET 4 _ z Line PR- 1 w LU 4 J + e4 Zz b • �o o SPEED o FOR SIGNS AT INTERSECTION, I21:� 4 LIMIT SEE SIGNAL DETAIL (� 30 R ' % O q v 0 R2-I(30) LEGEND L � (600mm x 750mm) 1+640 Pav't. Message Markings, Thermoplastic, Lane Indication Arrow CD y Pav't. Message Markings, Thermoplastic, Word (ONLY) SEE GUILFORD AVE. DETAIL ® Line, Thermoplastic, Broken, White, 100mm 41 Line, Thermoplastic, Solid, White, 100mm ® Line, Thermoplastic, Solid, Yellow, 100mm ® Line, Thermoplastic, Solid, Yellow, 200mm ® Transverse Markings, Thermoplastic, Crosswalk Line, 150mm © Transverse Markings, Thermoplastic, Stop Line, 600mm (Placed 1 .2m Min. From Crosswalk Line) ,..�````��� � qrf„au"''�/a,, RECOMMENDED INDIANA HORIZONTAL SCALE BRIDGE ALE 0'% F'e9y��= FOR APPROVAL '1 :500 ® Transverse Markings, Thermoplastic, Solid, Yellow, Crosshatch Line, 300mm r c�:� '�;�0 S DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION 4�9 Snowplowable Raised Pavement Marker (White) - _ DESIGN GINEER DATE = 9785910 = 20913 = -off:• SPATE OF r:'�r DESIGNED: MAK DRAWN: MR PAVEMENT MARKINGS & SIGNS � SURVEY BOOK SHEETS ••.• LPA JOB 87 of 178 �•'� ��`' ' 116TH STREET CONTRACT PROJECT AI.un ���``���`� CHECKED: GF CHECKED: MAK LINE "PR-1" R-27495 STP-6886 007 C) 0 0 0 0 0 00 a� T T T J J w SPEED U LIMIT ' 30 W (600mm X3050mm) RI-I 1+880 (750mm x 750mm) 8.57 m L 1+920 3 j O m 1 16th STREET Lu 1 41 Cn r Line PR 41 � � z W q �, � 4 = �C 16.76 m Rt. � 4 4 , SPEED P ; LIMIT LS T 30 RI-I R2-I(30) Lu (750mm x 750mm) (600mm x 750mm) >- �ISTOP Z � �ry 1+945 1+990 w RI-I Q w � (750mm x 750mm) � 1+737 w SEE MONON TRAIL DETAIL O O O sPE® C) STOP c) w �- LIMIT � M w+ + +30 N N N R N Mf w R2-1(30) (750mm x 750mm) v) (600mm x 750mm) 2+320 —. o 2+220 O ____—_ ------ .80 m Lt. Q LLJ 116th STREET — — — - 41 � Line PR- 1 � h 16.69 m Rt. ---------------- -- •� �, a 16.80 m �o z � p � w o STOP ! o AS4 (� STOR Q RI-I o (600mm x 750mm) z 2+260 RI-I 0 (750mm x 750mm) 1-- 2+106 SPEED Q LEGEND LIMIT f1 Pav't. Message Markings, Thermoplastic, Lane Indication Arrow 25 11 Pav't. Message Markings, Thermoplastic, Word (ONLY) R2-I(25) (600mm x 750mm) ® Line, Thermoplastic, Broken, White, 1 00m 8+070 ®S-4—Al n SEE MONON TRAIL DETAIL Line, Thermoplastic, Solid, White, 1 00m ® Line, Thermoplastic, Solid, Yellow, 100mm a�```�����It�ltlAatN/NN"'''�y RECOMMENDED INDIANA HORIZONTAL SCALE BRIDGE FILE y CO 1 :500 ® Line, Thermoplastic, Solid, Yellow, 200mm FOR APPROVAL��:� ~•...�o�z DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION ® - = DESIGN GINEER DATE 9785910 Transverse Markings, Thermoplastic, Crosswalk Line, 150mm 2pg13 Transverse Markings, Thermoplastic, Stop Line, 600mm Placed 1 .2m Min. From Crosswalk Line = .o STATE OF s DESIGNED: SURVEY BOOK SHEETS © 9 P P ( ) ;_��r MAK DRAWN: M R PAVEMENT MARKINGS & SIGN S �' '••.. LPA JOB 88 of 178 ,� 'f!YQ� • 116TH STREET CONTRACT PROJECT ® Transverse Markings, Thermoplastic, Solid, Yellow, Crosshatch Line, 300mm �y' S'70*p� ���,•�``���r CHECKED: GF CHECKED: MAK II t� ''"/NIUIIIflNN LINE PR-1 R-27495 STP-8886 007 C) 0 0 Nt rz LO co + o + + N Z N N LLJ LLJ rz 0 RI-I � (75011 x 750mm) 2+450 w s 7 m Lt. 3 O O Q- 116th STREET Line " PR- 1 " s s z — — — — U _ 22.22 m Rt. ' ' SPEED LIMIT 30 1 0�-. r R2-I(30) TOR (600mm x 750mm) 2+360 RI-I (750mm x 750mm) 2+469 O O N N END PROJECT STP-6886 007 STA. 2+728.272 "PR-111 O DO Q W 1 16th STREET h Line " PR- 1 " ,0 c(o 4 I °� � w LEGEND atR h Pav't. Message Markings, Thermoplastic, Lane Indication Arrow NPav't. Message Markings, Thermoplastic, Word (ONLY) V ® Line, Thermoplastic, Broken, White, 100mm 41 Line, Thermoplastic, Solid, White, 100mm ® Line, Thermoplastic, Solid, Yellow, 100mm ® Line, Thermoplastic, Solid, Yellow, 200mm ® Transverse Markings, Thermoplastic, Crosswalk Line, 150mm ® Transverse Markings, Thermoplastic, Stop Line, 600mm (Placed 1 .2m Min. From Crosswalk Line) ® Transverse Markings, Thermoplastic, Solid, Yellow, Crosshatch Line, 300mm ``````` "N1N11J4H/p""�''�' HORIZONTAL SCALE BRIDGE FILE aw ��� A, F RECOMMENDED INDIANA QeR, Rgy FOR APPROVAL 1:500 NO NO == DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION DESIGN GINEER DATE = 9785910 20913 =_ .o� STATE OF DESIGNED: MAK DRAWN: MR PAVEMENT MARKINGS & SIGNS SURVEY BOOK SHEETS �'� ••'' f `` '' 116TH STREET LPA JOB 89 178 CONTRACT PROJECT CHECKED: GF CHECKED: MAK LINE "PR-1�� R-27495 STP-8886 007 C) o 1 o 0 0 0 0 = o r C\! + + + LO LO ry LO STOR 0 00� z RI-I w (750mm x 750mm) BEGIN CONSTRUCTION 5+107 0 STA. 4+960.000 f S 1 A o END CONSTRUCTION o M M STA. 5+205.330"S-1 -A" + o 13.98m Lt. o + + 4 of 4 — — 1 — — — — COLLEGE AVE N U E n — .r< Line " S- 1 —A, COLLEGE AVENUE C: 41 co N . 4 1 N 1294 N 4 + rn tz STOR \1 0 ELIY o RI-I (750mm x 750mm) W 5+187 IZ V) IZ Q Q0 C) cn C) _ 0 END CONSTRUCTION Q0 c0 STA. 6+067.974"P R-S2" MV AN A 5 STOF 1 11 1 BEGIN CONSTRUCTION + y STA. 5+916.754"S-2-A" R I-I ' (600mm x 750mm) 6+056 00 10.2 m Lt. WI-7 o (1200mm x 600mm) + 4 6+079 e t 41 4 4 a- y Line " S-2—A" .� _ w Line PR—S2 h GUILFORD ROAD 1 c ° � W, iSTOP a v SKED 4 fi + LIMIT � • � �° �5 RI-I (750mm x 750mm) q � W b • �o R2-1(25) 6+070 a (600mm x 750mm) LEGEND 6+040 Cp : <1 Pav't. Message Markings, Thermoplastic, Lane Indication Arrow Pav't. Message Markings, Thermoplastic, Word (ONLY) � I ® Line, Thermoplastic, Broken, White, 100mm C 41 Line, Thermoplastic, Solid, White, 100mm Cj ® Line, Thermoplastic, Solid, Yellow, 100mm C w ® Line, Thermoplastic, Solid, Yellow, 200mm w� Transverse Markings, Thermoplastic, Crosswalk Line, 150mm (D N © Transverse Markings, Thermoplastic, Stop Line, 600mm (Placed 1 .2m Min. From Crosswalk Line) c0 C_ J ® Transverse Markings, Thermoplastic, Solid, Yellow, Crosshatch Line, 300mm ````` uw++uuuiai HORIZONTAL SCALE RECOMMENDED INDIANA BRIDGE FlLE �9PIL° FOR APPROVAL � 11-11 -04 VERTICAL SCALE DESIGNATION ' DESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION 9785910 20913 1 ,0 " STATE OF• ;'� DESIGNED: MAK DRAWN: MR PAVEMENT MARKINGS & SIGNS SURVEY BOOK SHEETS '' ° �''� `` 116TH STREET LPA JOB 90 178 '�F •.�' �`� CONTRACT PROJECT '''•,rys�ON�AL��;%*%%° CHECKED: GF CHECKED: MAK LINE "S-1-A", "S-2-A" & "PR-S2" R-27495 STP-8886 007 LEGEND O 0 © Transverse Markings, Thermoplastic, Stop Line, 600mm C) 49 Line, Paint, Solid, Red, 100mm LO BEGIN CONSTRUCTION STA. 4+955.000 "MONON" Q) STA. 4+955.000"N-RAMP" d m � w w U 4 Z MONON TRAIL '~ Line " MONON" J 4 i " N—RAM P,' Line a E Z � N U LO 00 rn ° ° o N M L0 LO Lf) FOR ADDITIONAL I NFORMA T I ON P SEE 116TH ST. DETAILS END CONSTRUCTION STA. 5+320.000"MONON" Q STA. 5+320.000"S-RAMP" j V) m I N N MONON TRAIL N w N + Line MONON Line S—RAMP � r��� MEN pill, Line N—RgMp„ uj b • b- h LO M I� O FOR ADDITIONAL I NFORMA T ION, SEE 116TH ST. DETAIL S ````"� A. HORIZONTAL SCALE BRIDGE FILE .o '''4,, RECOMMENDED INDIANA F�;�y�% FOR APPROVAL � 11 -11 -04 VERTICAL OSCALE DESIGNATION ' •' o - DESIGN GINEER DATE DEPARTMENT OF TRANSPORTATION N0. = 9785910 20913 .o'=;• STATE OF DESIGNED: MAK DRAWN: MR PAVEMENT GS & SIGNS SURVEY BOOK SHEETS LPA JOB 91 of 178 y��.�`••'� ! '' 116TH STREET CONTRACT PROJECT CHECKED: GF CHECKED: MAX LINE "MONON" "N-RAMP" & "S-RAMP" R-27495 STP-8886 007 �ygl�NlfHO1111% �� 7 , C) PROJECT NO. STP-B886(007) C) o CD CD N COMM . NO. N/A (U + + T_ -� � _ _ -__I I j O I- + � P TAGGING NG A 0 -I' m M oo L00 AGG TABLE T- cn V) 0 Cn LANE TAG N + NOTES: I PHASE BLOCK DIAGRAM 1 . Fiber optic panel shall be installed in the cabinet. °= EBLT EBLT 2. Replace existing service disconnect. .X EBTH 1 EBTH 1 V 3. For further sign information, see Signing Plans. w , , EBTH 2 EBTH 2 4. All existing non–used traffic control devices, equipment a WBLT WBLT IF and hardware shall be returned to the City of Carmel. Q a WBTH 1 WBTH 1 5. All traffic signal hardware to be located on Q WBTH 2 WBTH 2 ! 2 3 4 City Right of Way. 6. Video vehicle detection to be used at this location. 79m SBLT SBLT 7. Final detection zone locations shall be approved by SBTH 1 SBTH 1 appropriate representative from the City of Carmel. SETH 2 SBTH 2 �-y 8. Service Point may change depending on final 8.8m 3C/8_ NBLT NBLT 6 7 8 location by utility. y� A 7-3C/14 NBLT 1 NBLT 1 5 R10-12 3-5C/14 NBLT 2 NBLT 2 116th STREET IS PREFERENTIAL 7C/14 °Q 3 4-C 116th Street Flashes Amber R�yy College Ave. Flashes Red Tep. R/W Prop. R/W 5C/14 ............. ............................... Prop. m ....... ...................................................... .+.... . 2-3C/14 12.2L MA _ _ Pro R/W —— — —— D3-2-1 3C/8 — � POINT 2 7C/14 7C/14 ti 5C/14 5C/14 E D3-2-2 2-3C/14 7C/14 A PP Exist. R W 2-30 _14 _ \ / / 7C/14 ao 5C/14 =2= tom � 2-5C/14 (� � C � _ 116th Street w 1 (35 mph) R3–7C%14 a 5C/14 a 2-7C/14 WBTH 2 116th Street J _ 3-3C/14 —{35 Mph) N 5C/14 • 7C/14 2-C WBTH 1 N 10-12 0Z WBLT INE ""PR_ 1 S 89°02 '39 "E LINE PR- 1 •��• ° EBLT 89°2 '02 " I■-'- P.0. T. STA. 1*179.862 "A"- P.I. STA. 5000.000 OS-1-4'y E TH 1 - N 8902810211E LINE A 7C/14 � P. I. ST4 1(207. 098 PR-1 890752 IIE 1 - .— P. I. STA. 1*200. 000 A 2-7C/14 EBTH 2 7C/14 N 3-3C/14 5C/14 5C/14 R3-5(R) 2—C — 7C/14 2-5C/14 CQ co D3-2-2 7C/14 3C/14 _ ONO C R10-12 -- 7C/14 _ 7C/14 App. Exist. R/W 3C/14 D3-2-1 2-3C/14 C 12.2m MA 5C/14 �_ C --------------------------------------------------------------------------------------- --------------Drainage ' App. Exist. R/W Easement ------------------------------------ � - ----------------- 7C/14 UTILITY LEGEND I 7C/14 ! Existing Electric Utilities SIGNAL LEGEND 5C/14 Ism Existing Gas Utilities 4 NEW 3 SECTION (300mm RED, 300mm YELLOW, 300mm GREEN) SIGNAL INDICATION Existing Telephone Utilities NEW 5 SECTION (300mm RED, 300mm YELLOW, 300mm GREEN, - 300mm YELLOW, 300mm GREEN ARROW) SIGNAL INDICATION Existing Water Utilities Existing Cable Te%vision PEDESTRIAN INDICATION 4.8m g ------ NEW 50mm STEEL CONDUIT NEW 8-PHASE FULLY ACTUATED ! Existing Sanitary & Storm Sewer Utilities 9 NEW HANDHOLE CONTROLLER WITH TIME BASE AND + CITY OF CARMEL INTERCONNECT COORDINATION IN ! PAVEMENT MESSAGE MARKINGS THERMOPLASTIC, LANE INDICATION, ARROW P- 1 CABINET ON P- 1 FOUNDATION Temp. R/W ENGINEERING PAVEMENT MESSAGE MARKINGS, WITH FIBER OPTIC COMPATIBILITY N ; THERMOPLASTIC, WORD (ONLY) -r- TRAFFIC SIGN AS INDICATED A• i all 11 -11 -04 ;.• •. NEW STOP BAR �--r OVERSIZED STREET NAME SIGN m •x SIGN ENGINEER DATE �• bA _ pp M , _ _ PE193W1n t NEW SIGNAL MAST ARM FOUNDATION AND O2 PEDESTRIAN PUSH BUTTON w z Z ! 116th STREET & COLLEGE AVENUE s POLE WITH MAST ARM (LENGTH AS INDICATED) ri p M , A?'o�:'•••STATE OF �3 PEDESTRIAN PUSH BUTTONS a U u Q CARMEL HAMILTON COUNTY Fs �44 CAMERA ON MAST ARM i '''''' �N,�„„� T - (LENGTH AS INDICATED) EXIST. POWER/TELEPHONE POLE I INDIANA EXIST. STREET LIGHT O ; DESIGNED: ,JL DRAWN: MR C COAXIAL CABLE I CHECKED: GF CHECKED: JL SCALE 9 :200 VIDEO VEHICLE DETECTION ZONE DES. NO. PROJECT NO. SHEET TOTAL COMM . NO. N/A 9785910 STP–B886 007 92 178 � C) PROJECT NO. STP-B886(007) 0 o O ° '�1 C 3 N s=j C) O 2 COMM . NO. N/A C-0 U-) LO Lo Lo+ + �' 99m �- O O -�- � � svm � o- LOOP TAGGING TABLE � � r m LANE TAG + PHASE BLOCK DIAGRAM + NOTES: /\ 1 . Fiber optic panel shall be installed in the cabinet. EBLT EBLT 2. Replace existing service disconnect. Q o EBTH 1 EBTH 1 3. For further sign information, see Signing Plans. EBTH 2 EBTH 2 41 IF 4. All existing non-used traffic control devices, equipment w 'p WBLT WBLT and hardware shall be returned to the City of Carmel. Pro R W Prop. R/W Fi 2 3 4 5. All traffic signal hardware to be located on Ix WBTH 1 WBTH 1 CL City Right of Way. Q WBTH 2 WBTH 2 _� 6. Video vehicle detection to be used at this location. SBLT SBLT 7. Final detection zone locations shall be approved by 10.6a 8-3C/14 SETH SBTH \1/ appropriate representative from the City of Carmel 4-5C/14 NBLT NBLT 5 6 7 8 8. Service Point may change depending on final 4-7C/14 NBLT NBLT location by utility. Temp. R/W R10 1' 4—C 116th STREET IS PREFERENTIAL 3 116th Street Flashes Amber 12.2 MA r� \\\� Guilford Ave Flashes Red \ \ ■ �5C/l 4 C/1 4 kCZ 14 3C/8 Prop.Pro . R W C/1 2-3C/14 � E R W 2-3C/14 2= 7C 14 5C/14 SERVICE POINT Pro , 5C/14 j 7C/14 - ///� C C 3 I 2-3C/14 -2-3 5C/14 -� o 7C/14 �► tm Sc 14 " C 116th Street 2-3C/14 R3-5( / �V ` WBTH 2 (3 5 mph) 116th Street 5c/14 /� Q 7C/14 o `� 7C/14 : J 5e/14 (35 mph) N r _ _ N App.. Exist. _R/W WBTH. T- R10 12 P.O. T. ST,4. 14583.6 94 P.I. ST,4. 54999.972 "S 2 4"k. _ ,� P.O. T. 54999.972 PR S2 ,4h. '�► LINE PR- 1 WBLT Ann] Fyiqt 0 I�— 2-3C/14 EBLT o -- 5c/14 ` N 89 28 02 E 7 R10-12 2-3C 14 N 89°28 02 E I LINE „A„ C AV- EBTH 7C/14 5C/14 EBTH 1 \ P.0. T. ST4. 1*576.622 A - / 7C/14 P.I. ST,4. 07. 178 `5-2-,4 a / C \ 7C/1 2 5C/1 / I D3-2-3 2-3C 14 7C/1 / 2-3C/14 2-5C/1 �/ 7C/1 R10-12 4 \ / _ 7C/ _4 3 C \ D3-2-1 -- 12.2 MA pest. R/W ---- -----------------_-=-------- --------------------------------- ---------------------------------------- ------------------------------------------------------------- _- -_-- 7C/14 UTILITY LEGEND 7C/14 5C/14 Existing Electric Utilities Tem R W ------------i i Existing Gos Utilities App. Exist. R/W P• / i 8.6m SIGNAL LEGEND r ,�. Existing Telephone Utilities NEW 3 SECTION 300mm RED, 300mm YELLOW, 300mm GREEN) SIGNAL INDICATION ! ! QQ'� Existing Woter Utilities Existing Cable Television NEW 5 SECTION (300mm RED, 300mm YELLOW, 300mm GREEN, 300mm YELLOW, 300mm GREEN ARROW) SIGNAL INDICATION ; Existing rY Sonita & Storm Sewer Utilities PEDESTRIAN INDICATION I I ------ NEW 50mm STEEL CONDUIT a! 9 NEW HANDHOLE _ NEW 8-PHASE FULLY ACTUATED CITY OF CARMEL CONTROLLER WITH TIME BASE AND w N W X PAVEMENT MESSAGE MARKINGS, I , THERMOPLASTIC, LANE INDICATION, ARROW ❑ INTERCONNECT COORDINATION IN i a �j NNI w ENGINEERING Of PAVEMENT MESSAGE MARKINGS P- 1 CABINET ON P- 1 FOUNDATION Q N +; cj� O a 1000%%ti"'""'111=w,,,,,, THERMOPLASTIC, WORD (ONLY) WITH FIBER OPTIC COMPATIBILITY i i •X ,� O Q �5` ' IOF � i I w p C • 11 -11 -04 , .•• NEW STOP BAR T- TRAFFIC SIGN AS INDICATED = ' ' SIGN ENGINEER DATE NO. ° I ci PE193W177 •_ i W � O - - NEW SIGNAL MAST ARM FOUNDATION AND 7-r OVERSIZED STREET NAME SIGN i a Z = 't , 1 16th STREET & GUILFORD ROAD STATE OF POLE WITH MAST ARM (LENGTH AS INDICATED) 0 PEDESTRIAN PUSH BUTTONS J = =,,'o,�F •��Q�i •f��` = CARMEL, HAMILTON COUNTY CAMERA ON MAST ARM EXIST. POWER/TELEPHONE POLE i ! m m INDIANA (LENGTH AS INDICATED) i ! c.,_, EXIST. STREET LIGHT ,_.., W) DESIGNED: JL DRAWN: MR C COAXIAL CABLE j •� CHECKED: CHECKED: JL CONTRACT NO. SCALE 1 :200 VIDEO VEHICLE DETECTION ZONE COMM . NO. N/A DES. N0. PROJECT N0. SHEET TOTAL 9785910 STP-13886 007 93 178 TEMPORARY EROSION AND SEDIMENT CONTROL z DRAINAGE CHECK DAM DRAINAGE CHECK DAM INTERCEPTOR SLOPE SEDIMENT SEDIMENT CURB INLET DITCH INLET Z f- INTERCEPTOR SLOPE SEDIMENT SEDIMENT CURB INLET DITCH INLET Q z SILT FENCE BARRIER STRAW REVETMENT SILT MULCHING ¢ = SILT FENCE BARRIER STRAW REVETMENT SILT MULCHING LOCATION w o �_ DITCH DRAIN TRAP BASIN PROTECTION PROTECTION LOCATION w @ SWALE BALE RIPRAP FENCE w o (D DITCH DRAIN TRAP BASIN PROTECTION PROTECTION m m m m m Mg m Mg Each Each Each M J w @SWALE BALE RIPRAP FENCE � 9 m m m m m I Mg m Mg Each Each Each Mg LINE "PR-1" LINE "PR-1" (Cont.) 0+928.5 X 1 1+980.000 X 14.0 1+140.000 X 22.1 2+000.000 X 1 1+163.000 X 1 2+020.000 X 11.0 1+193.000 X 47.0 2+105.000 X 11.5 1+202.100 X 1 2+107.500 X 1 1+204.400 X 1 2+119.400 X 82.0 1+210.100 X 38.0 2+120.000 X 48.3 1+262.100 X 41.9 2+170.900 X 37.8 1+275.000 X 45.0 2+226.800 X 5.2 1+293.500 X 25.6 2+235.000 X 38.5 1+324.600 X 8.0 2+240.000 X 12.2 1+339.500 X 23.9 2+262.000 X 48.2 1+368.600 X 25.9 2+277.700 X 22.3 1+339.600 X 23.1 2+285.800 X 1 1+430.100 X 25.9 2+313.700 X 58.7 1+461.300 X 21.3 2+376.600 X 53.4 1+515.600 X 1 2+469.000 X 44.0 1+608.000 X 8.4 2+600.000 X 69.9 1+618.500 X 1 2+638.200 X 1 1+700.000 X 6.6 2+640.000 X 47.0 1+700.000 X 21.0 2+659.500 X 1 1+738.100 X 21.9 2+676.900 X 13.1 1+776.600 X 1 2+690.000 X 30.0 1+778.800 X 1 1+796.600 X 1 1+818.000 X 2.3 1+843.000 X 8.5 1+868.000 X 6.8 V� 1+893.000 X 6.8 a� 1+916.000 X 1+917.700 X 1 1+926.600 X 1 Sub-totals this Side: 647.1 0.0 5.0 C�s M +940.700 X 1 Sub-totals Previous Side: 412.6 39.5 13.0 1+970.000 X 22.0 Sub-totals this side 412.6 39.5 13.0 Sub-totals this Sheet: 1,059.7 39.5 18.0 ., BRIDGE FILE RECOMMENDED INDIANA ffr�r FOR APPROVAL 11/11/04 :�� DEPARTMENT OF TRANSPORTATION DESIGNATION DE IN DATE s• �g13 •= 9785910 F •'•.,• • STATE OF • ,= DESIGNED: MK DRAWN: MR ROAD SUMMARY OF [QUANTITIES SURVEY LPA JOB K 94 SHEETS of TS 178 �i TEMPORARY EROSION AND SEDIMENT CONTROL CONTRACT PROJECT ,ro� � ,.`��, CHECKED: MAB CHECKED: MK R-27495 STP-8886(007) TEMPORARY EROSION A D N SEDIMENT L CO TR N O DRAINAGE CHECK DAM DRAINAGE CHECK DAM z �- INTERCEPTOR SLOPE SEDIMENT SEDIMENT CURB INLET DITCH INLET Z INTERCEPTOR SLOPE SEDIMENT SEDIMENT CURB INLET DITCH INLET Q z SILT FENCE BARRIER STRAW REVETMENT SILT MULCHING Q z SILT FENCE BARRIER STRAW REVETMENT SILT MULCHING LOCATION J o (D @SWALE DITCH DRAIN TRAP BASIN PROTECTION PROTECTION LOCATION W o DITCH DRAIN TRAP BASIN PROTECTION PROTECTION w BALE RIPRAP FENCE w @ SWALE BALE RIPRAP FENCE m m m m m Mg m Mg Each I Each Each I Mg m I m m m m Mg m Mg Each Each Each Mg LINE "S-1-A"' 5+018.300 X 21.7 5+168.900 X 48.9 5+126.700 X 22.7 5+133.000 X 2 5+158.300 X 20.3 LINE "S-2-A" 5+916.000 X 1 5+918.000 X 1 5+945.800 X 1 LINE "MONON" 4+955.000 X 128.2 5+019.700 X 1 5+134.500 X 55.5 5+138.200 X 1 5+139.700 X 1 5+179.900 X 2 5+235.000 X X 2 5+280.000 X X 2 LINE "DET' 5+004.400 X 112.8 5+004.400 X 112.7 V� N r V"ti ` Sub-totals this Sheet: 522.8 0.0 14.0 L I Sub-totals Previous Sheet: 1,059.7 39.5 18.0 Totals: 1,582.5 39.5 32.0 USE: 1 1583 40 32 1,�`t;�tt��u trryfffff�i BRIDGE FILE RECOMMENDED INDIANA `�~ �`.. � '•: � f'�� FOR APPROVAL Co 11/11/04 N4. • ° DESIGN INEER DATE DEPARTMENT OF TRANSPORTATION DESIGNATION _• �� �_ _ 9785910 .o STATE OF <<:� DESIGNED: MK DRAWN: MR SURVEY BOOK SHEETS .,�r� •.., �IA ,•,. ,`�`�ti ROAD SUMMARY OF QUANTITIES LPA JOB 95 of 178 ���`'•�f, J � ����� CHECKED: MAB CHECKED: MK CONTRACT PROJECT TEMPORARY EROSION AND SEDIMENT CONTROL R-27495 STP-8886(007) S HEET SIGN & POST SUMMARY SIGN POST ENCAPSULATED LENS ENCLOSED LENS PLAN SIGN SIGN SIZE METAL THICKNESS METAL THICKNESS 50.8 X 50.8 X 2.66 57.2 X 57.2 X 2.66 63.5 x 63.5 x 2.66 SHEET LOCATION CODE SIGN AREA SIGN AND (m2) ( ) UNREINFORCED REINFORCED REINFORCED UNREINFORCED SIGN AREA AND m2 COMMENTS NO. /LINE (STA.) mm x mm 2.03 2.54 3.18 2.03 2.54 3.18 POST LENGTH m POST LENGTH m POST LENGTH m POST LENGTH m 1 2 TOTAL 1 T 2 TOTAL 1 2 TOTAL 1 2 TOTAL "PR-1" 1+120.0 LT R2-1(30) 600x750 0.45 3.1 3.1 1+200.0 RT R4-7 600x750 0.45 3.1 3.1 1+260.0 RT R2-1(30) 600x750 0.45 3.1 3.1 1+520.0 LT R2-1(30) 600x750 0.45 3.1 3.1 1+640.0 RT R2-1(30) 600x750 0.45 3.1 3.1 1+880.0 LT R2-1(30) 600x750 0.45 3.1 3.1 1+920.0 LT R1-1 750x750 0.56 3.4 3.4 1+945.0 RT R1-1 750x750 0.56 3.4 3.4 1+990.0 RT R2-1(30) 600x750 0.45 3.1 3.1 2+220.0 LT R2-1(30) 600x750 0.45 3.1 3.1 2+260.0 RT R1-1 750x750 0.56 3.4 3.4 2+320.0 LT R1-1 750x750 0.56 3.4 3.4 2+360.0 RT R2-1(30) 600x750 0.45 3.1 3.1 2+450.0 LT R1-1 750x750 0.56 3.4 3.4 "S-1 A" 5+107.0 LT R1-1 750x750 0.56 3.4 3.4 5+187.0 RT R1-1 750x750 0.56 3.4 3.4 "PR-S2" 6+040.0 RT R2-1(25) 600x750 0.45 3.1 3.1 6+056.0 LT R1-1 750x750 0.56 3.4 3.4 6+070.0 RT R1-1 750x750 0.56 3.4 3.4 'T' 6+079.0 RT W1-7 1200x600 0.72 3.1 3.1 6.2 "S-4-A" 8+070.0 RT R2-1(25) 600x750 0.45 3.1 3.1 SIGNAL DETAIL- 116th STREET& COLLEGE AVENUE R10-12 600x750 0.45 S R 10-4b 225x300 0.07 P R10-12 600x750 0.45 S R10-4b 225x300 0.07 P R10-12 600x750 0.45 S R10-4b 225x300 0.07 P v` V�1 '1 R10-12 600x750 0.45 S �4 c C RIO-4b 225x300 0.07 P M - 41 : W R3-5(R) 750x900 0.68 S Lj �z � R3 5(R) 750x900 0.68 S J zyt ^ V r 'C tom. Sub-totals This sheet: 13.43 0.72 6.2 64.7 HORIZONTAL SCALE BRIDGE FILE All dimensions are in mm unless otherwise specified. O MOUNTED ON TRAFFIC SIGNAL SPAN WIRE MOUNTING BRACKET ASSEMBLY REQUIRED A' RECOMMENDED INDIANA NONE OR APPROVA CQ 11/11/04 VERTICAL SCALE DESIGNATION MOUNT NEAR PUSH BUTTON ON TRAFFIC SIGNAL POLE ° = DEPARTMENT OF TRANSPORTATION _' 24r3 DESIGN E NEER DATE NONE 9785910 STATE OF .1 DESIGNED: MR DRAWN: MR SHEET SIGN & SURVEY BOOK SHEETS LPA sr�,©,c� .!.41�;� � ,, POST SUMMARY CONTRACT AB 96 of 178 ''%��,�/��� CHECKED: GF CHECKED: GF CONTRACT PROJECT ``�%,, R-27495 STP-B886(007) SHEET SICK & POST SUMMARY SIGN POST ENCAPSULATED LENS ENCLOSED LENS PLAN SIGN SIGN SIZE METAL THICKNESS METAL THICKNESS 50.8 X 50.8 X 2.66 57.2 X 57.2 X 2.66 63.5 x 63.5 x 2.66 SHEET LOCATION CODE SIGN AREA SIGN AND (m2) ( ) UNREINFORCED REINFORCED REINFORCED UNREINFORCED SIGN AREA AND m2 COMMENTS NO. / LINE (STA.) mm x mm 2.03 2.54 3.18 2.03 2.54 3.18 POST LENGTH m POST LENGTH m POST LENGTH m POST LENGTH m 1 2 TOTAL 1 2 TOTAL-t---, 2 TOTAL 1 2 TOTAL SIGNAL DETAIL- 116th STREET& COLLEGE AVENUE (con't) (116th ST) D3-2-1 1650x450 0.74 S (COLLEGE AVE) D3-2-2 2550x450 1.15 :::(�l (116th ST) D3-2-1 1650x450 0.74 S (COLLEGE AVE) D3-2-2 2550x450 1.15 S SIGNAL DETAIL- 116th STREET & GUILFORD AVENUE S R10-12 600x750 0.45 S R10-12 600x750 0.45 S RIO-12 600x750 0.45 S R10-12 600x750 0.45 S R3-5(R) 750x900 0.68 S (116th ST) D3-2-1 1650x450 0.74 S (GUILFORD AVE) D3-2-3 2700x450 1.22 S (116th ST) D3-2-1 1650x450 0.74 S (GUILFORD AVE) D3-2-3 2700x450 1.22 P R10-4b 225x300 0.07 P R 10-4b 225x300 0.07 P R 10-4b 225x300 0.07 P R10-4b 225x300 0.07 P R 10-4b 225x300 0.07 P R10-4b 225x300 0.07 P R10-4b 225x300 0.07 P R10-4b 225x300 0.07 Nc 2-4 .. ry •` JZ V} ti M •ti 1 ti CG►` t Sub-totals This sheet: 3.04 7.70 �•Y U {!�y V�r � Sub-totals Previous sheet: 13.43 0.72 6.20 64.70 Totals: 16.47 8.42 6.20 64.70 USE: 16.5 8.5 6.2 64.7 All dimensions are in mm unless otherwise specified. A. HORIZONTAL SCALE BRIDGE FILE MOUNTED ON TRAFFIC SIGNAL SPAN WIRE MOUNTING BRACKET ASSEMBLY REQUIRED '���t���-� 'j" r`rf`//��j� RECOMMENDED INDIANA NONE Tt -6,S ... , OR APPROVAL co 11!11/04 DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION O MOUNT NEAR PUSH BUTTON ON TRAFFIC SIGNAL POLE 3_• r3 '= DESIGN E EER DATE NONE 9785910 .o STATE OF ' z DESIGNED: MR DRAWN: MR SHEET SIGN & SURVEY BOOK SHEETS �,,r�P,r°•�,NpI A �� .� POST SUMMARY LPA JOB 97 of 178 CHECKED: GF CHECKED: GF CONTRACT PROJECT R-27495 STP-B886(007) MISCELLANEOUS QUAN TITIE TABLE CURB RAMP CONCRETE CURB RAMP CONCRETE MAILBOX ASSEMBLY SINGLE RNV MARKERS R/W MARKERS Station Type Each Area Station Type Each Area Line Station Quantity Line Station Distance Each Line Station Distance Each (m2) (m2) "PR-1" 0+972.0 Lt. 1 "PR-1" 0+960.000 Lt. 13.055 1 "MONON" 4+960.000 Rt. 10.159 1 Line "PR-1" Line "PR-1" ConVd. "PR-1" 0+996.4 Rt. 1 1+080.000 Lt. 20 1 4+990.000 Rt. 12.5 1 "PR-1" 1+259.1 Rt. 1 1+035.643 Rt. 9.116 1 5+050.000 Rt. 19 1 1+158.3 Lt. G 1 10.4 2+228.7 Lt. G 1 8.3 "PR-1" 1+262.2 Lt. 1 1+035.448 Rt. 13.683 1 1+199.9 Lt. G 1 10.4 2+238.5 Lt. G 1 7.4 "PR-1" 1+297.1 Rt. 1 1+048.889 Rt. 9.681 1 "S-4-A" 8+060.000 Lt. 4.868 1 1+201.2 Rt. G 1 10.4 2+245.7 Rt. G 1 9.3 "PR-1" 1+326.9 Rt. 1 1+048.694 Rt. 14.249 1 1+202.0 Rt. G 1 7.8 2+268.5 Rt. G 1 9.3 "PR-1" 1+344.7 Rt. 1 1+142.000 Lt. 17.5 1 1+212.1 Rt. G 1 8.3 2+270.2 Lt. G 1 8.3 "PR-1" 1+371.7 Rt. 1 1+142.000 Lt. 20 1 TOTAL 70 "PR-1" 1+382.8 Lt. 1 1+153.000 Lt. 17.5 1 1+244.5 Rt. G 1 6.8 2+281.6 Lt. G 1 7.4 "PR-1" 1+401.0 Rt. 1 1+160.000 Lt. 20 1 1+251.8 Rt. G 1 16.5 2+306.2 Rt. G 1 7.4 "PR-1" 1+432.8 Rt. 1 1+165.911 Lt. 26.023 1 1+263.1 Lt. G 1 8.3 2+316.7 Rt. G 1 8.3 "PR-1" 1+439.9 Lt. 1 1+192.192 Lt. 26.851 1 1+265.4 Rt. G 1 8.2 2+317.5 Lt. G 1 9.3 "PR-1" 1+464.9 Rt. 1 1+200.000 Lt. 22 1 1+275.1 Lt. G 1 7.4 2+341.1 Lt. G 1 9.3 "PR-1" 2+026.6 Lt. 1 1+280.000 Lt. 20 1 "PR-1" 2+073.9 Rt. 1 1+300.000 Lt. 17 1 1+286.1 Rt. G 1 7.4 2+368.7 Rt. G 1 9.1 "PR-1" 2+091.4 Lt. 1 1+490.000 Lt. 17 1 1+296.8 Rt. G 1 8.2 2+380.1 Rt. G 1 8.6 "PR-1" 2+126.3 Rt. 1 1+510.000 Lt. 20 1 1+315.2 Rt. G 1 7.4 2+382.7 Lt. G 1 8.3 "PR-1" 2+179.5 Lt. 1 1+570.000 Lt. 20 1 MONUMENTS 1+326.9 Rt. G 1 8.3 2+392.9 Lt. G 1 7.4 "PR-1" 2+227.7 Lt. 1 1+610.000 Lt. 20 1 Station Monument Type 1+329.9 Rt. G 1 7.4 2+448.1 Rt. G 1 11.4 "PR-1" 2+268.8 Lt. 1 1+560.000 Rt. 18.44 1 B C Section Comer "PR-1" 2+377.4 Rt. 1 1+569.536 Rt. 25 1 Line "PR-1" 1+341.9 Rt. G 1 8.3 2+449.7 Lt. G 1 18.6 "PR-1" 2+392.5 Lt. 1 1+910.000 Lt. 20 1 P.I. 0+979.986 1 1+360.2 Rt. G 1 7.4 2+473.3 Lt. G 1 14.1 "PR-1" 2+453.9 Rt. 1 1+920.000 Lt. 30 1 P.I. 1+069.991 1 1+371.8 Rt. G 1 8.3 2+474.8 Rt. G 1 11.5 "PR-1" 2+536.2 Rt. 1 1+988.000 Lt. 30 1 P.C. 1+187.612 1 1+382.2 Lt. G 1 8.3 2+535.7 Rt. G 1 10.4 "PR-1" 2+682.7 Lt. 1 2+020.088 Lt. 19 1 P.I. 1+207.098 1 1+390.6 Rt. G 1 7.4 2+547.8 Rt. G 1 9.2 2+010.412 Rt. 74.517 1 P.T. 1+226.583 1 "S-1-A" 5+034.0 Lt. 1 2+057.365 Rt. 74.517 1 P.I. 2+009.460 1 1+392.4 Lt. G 1 7.7 2+666.8 Lt. G 1 8.5 "S-1-A" 5+062.8 Lt. 1 2+058.096 Rt. 21 1 P.C. 2+390.001 1 1+402.2 Rt. G 1 8.3 2+680.6 Lt. G 1 8.0 "S-1-A" 5+094.4 Lt. 1 2+126.000 Lt. 19 1 P.I. 2+400.000 1 1+419.6 Rt. G 1 7.4 2+683.2 Rt. G 1 7.4 "S-1-A" 5+097.4 Rt. 1 2+140.000 Lt. 22 1 P.T. 2+409.998 1 1+432.8 Rt. G 1 8.3 2+693.4 Rt. G 1 8.3 "S-1-A" 5+148.2 Lt. 1 2+180.000 Lt. 22 1 P.C. 2+630.043 1 1+440.1 Lt. G 1 8.3 2+743.7 Lt. G 1 8.3 "S-1-A" 5+201.3 Lt. 1 2+210.000 Lt. 27 1 P.I. 2+640.042 1 2+200.000 Rt. 21 1 P.T. 2+650.040 1 1+452.8 Rt. G 1 7.4 2+743.7 Rt. G 1 9.6 "S-2-A" 5+867.0 Lt. 1 2+216.000 Rt. 26 1 1+453.5 Lt. G 1 7.7 2+225.000 Rt. 17 1 Line"A" 1+464.6 Rt. G 1 8.3 TOTALS: 32 2+240.000 Lt. 27 1 P.O.T. 1+179.862 1 1+474.5 Lt. G 1 8.3 2+260.000 Lt. 19.66 1 P.I. 1+200.000 1 1+484.9 Lt. G 1 7.7 2+278.545 Lt. 19.66 1 P.I. 2+009.460 1 2+343.104 Lt. 19.66 1 1+518.2 Lt. G 1 8.3 2+247.005 Rt. 17 1 1+531.4 Lt. G 1 7.4 2+265.500 Rt. 19 1 ITOTAL 12 3 1+563.4 Rt. G 1 11.0 2+268.000 Rt. 17 1 1+568.0 Lt. G 1 10.4 2+308.000 Rt. 17 1 1+600.2 Rt. G 1 10.4 2+308.000 Rt. 18 1 2+360.000 Rt. 18 1 1+608.3 Lt. G 1 12.3 2+370.000 Rt. 21 1 1+714.9 Rt. G 1 9.6 2+410.207 Lt. 19.798 1 1+742.1 Rt. G 1 9.6 2+642.045 Lt. 18.371 1 1+914.2 Lt. G 1 10.4 2+520.000 Rt. 21 1 1+921.8 Rt. G 1 10.4 2+538.000 Rt. 17 1 2+620.000 Rt. 17 1 1+945.7 Lt. G 1 10.4 2+640.000 Rt. 20 1 1+950.2 Rt. G 1 10.4 2+665.000 Lt. 17 1 2+027.1 Lt. G 1 8.4 2+677.568 Lt. 17 1 2+039.5 Lt. G 1 7.4 2+680.000 Rt. 20 1 2+045.9 Rt. G 1 7.4 2+700.861 Rt. 18.957 1 2+701.006 Rt. 16 1 2+056.2 Rt. G 1 8.2 2+703.694 Rt. 15.201 1 y2+058.2 Rt. G 1 7.4 2+730.000 Rt. 15.201 1 2+068.9 Rt. G 1 8.2 2+745.000 Rt. 13.716 1 2+093.5 Lt. G 1 8.5 2+107.3 Lt. G 1 7.7 "S-2-A" 5+860.000 Lt. 4.877 1 C 31 �' ` 5+860.000 Lt. 15 1 2+112.6 Rt. G 1 7.4 5+965.000 Lt. 15 1 2+122.9 Rt. G 1 8.2 5+860.000 Rt. 4.877 1 :z 2+166.6 Lt. G 1 8.3 5+860.000 Rt. 11 1 �0 2+176.3 Lt. G 1 7.4 SUB-TOTALS: 243.0 5+970.000 Rt. 11 1 M SUB-TOTALS: 467.4 TOTALS: 710.4 Use: 711.0 SUBTOTAL 66 A. f =�,•�`�`�r�� q�,f�'�--,+ RECOMMENDED INDIANA FOR APPROVA Gp 11/11/2004 DEPARTMENT OF TRANSPORTATION DESIGNATION ' DESIGN EN I EER DATE 9785910 20913 .c� 5TATE OF ::' DESIGNED: MAK DRAWN: MDR SURVEY BOOK SHEETS �'r�,,,�a,�''-• ! ia� ��`4,,,,� MISCELLANEOUS TABLES LPA JOB 98 of 178 Cs CHECKED: GAF CHECKED: GAF CONTRACT PROJECT . R-27495 STP-8886(007) PAVEMENT QUANTITIES AND APPROACH TABLE GRADE ( < 10% K o w w ASPHALT MATERIAL o w w I- 01 _ - w SURFACE BEYOND RNV LINE NOT SHOWN) EXCAVATION APPROACHES O QC/QA-HMA PAVEMENT K1 p Y Q Q FOR: Q Q w W w0 Q w = f- - UDw W O J UOm � wF- <C WX: D z Z N m0 m� O Ew � o o ¢ Q w Q w w U C) O Z w Qw w � cn w w �v Ew E E E Ew o E E > ¢ � a c� co U0_ Z >- ¢ E DESCRIPTION z Q Q O -� c� cn w = >- w = w = E w w F- 20 s 0' Ln Ln w LOCATION w �- >- EO ¢ dU EOM EzwW ¢ av a v c92 � ,? E �� E ° �cn E cnx �' ° cn0 E ¢ z O = ,,_ w � O PRIME TACK O E z � > ~ � cn APPROACH J >- >- _ rn o STATION (APPROACH E ¢ m � ¢ E ¢ � Ewa! ¢ ¢ z ¢ 9 N - ¢ °. - o! w z °- COAT COAT EOw - Qa REMARKS (STATION) TYPE OR CLASS] p m o! O "- O ~ O Y Z) "? �w `� a, v - w 0 e O O O O O O oaM D f- o oa o o � c� ww 1 2 Cut Fill O E O E1 z v > a, Yf- o� Ymo> � F-- O Ymo, ,opt = v D✓ � o � u, Qx � 2z � wz > > 4C Qx w = w a cn " z z a. w c.> w Q UQZ UQZ oU > o = QY �, o. `- UO ¢ � � � � a ova - - ¢ g > ¢ tea �n ¢ o two "L" "R" 0 z = Q 0 00- 0 = Q = a- 3,76 3,76 3,70 5, 76 3,70 2 W ¢a = a >- 100 mm 0.00158 Mg/m2 0.000272 Mg/m2 150 mm F- IT! m m m m Sq m Sq m Sq m S m % % cu. m cu. m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m Sq m LINE "PR-1" 0+968.5, RT. 1 4.8 6.6 6.0 3.0 1.6 7.9 7.9 8.7 39.9 0+992.3, RT. 1 5.3 6.6 6.0 3.0 2.1 11.4 11.4 9.1 42.2 1+028.4, RT. I (MOD.) 3.3 15.7 6.0 3.0 19.1 105.0 MOD. BY RADII LOCATION 1+039.6, RT. I (MOD.) 5.5 6.6 0.0 5.5 1.7 11.8 15.5 9.8 46.1 MOD. BY RADII 1+179.8, LT. ST. APPROACH 19.0 25.8 15.2 15.2 228.7 657.3 (COLLEGE) 1+180.0, RT. ST. APPROACH 21.0 19.3 15.2 15.2 383.3 595.2 (COLLEGE) 1+206.6, RT. I (MOD.) 3.6 8.3 3.0 3.0 3.4 1.4 39.8 MOD. BY RADII 1+250.0, RT. I (MOD.) 3.6 8.3 6.0 3.0 28.1 54.5 MOD. 1+260.3, RT. I (MOD.) 3.6 8.3 3.0 3.0 14.6 46.2 MOD. BY RADII 1+269.1, LT. 1 4.6 9.9 3.0 6.0 2.3 10.7 15.0 37.2 59.1 1+291.8, RT. 1 3.5 8.3 6.0 3.0 0.3 1.1 15.0 4.7 4.7 44.7 1+321.4, RT. I (MOD.) 4.4 8.3 6.0 3.0 7.3 3.0 52.6 MOD. BY RADII 1+336.2, RT. 1 4.8 8.3 6.0 3.0 14.4 56.0 MOD.BY RADII 1+366.3, RT. 1 4.4 8.3 6.0 3.0 20.8 52.0 1+386.9, LT. 1 3.0 6.8 3.0 6.0 11.7 36.1 1+396.8, RT. 1 4.4 8.3 6.0 3.0 14.4 52.1 1+426.5, RT. 111 6.0 8.3 6.0 3.0 18.2 65.2 65.2 1+446.5, LT. 111 6.2 6.8 3.0 6.0 15.6 57.8 57.8 1+459.0, RT. 1 4.7 8.3 6.0 3.0 14.8 54.5 1+479.3, LT. 1 3.2 6.8 3.0 6.0 9.2 37.4 1+524.5, LT. 1 6.0 11.8 3.0 6.0 12.2 8.8 40.7 74.5 1+728.5, RT. ST. APPROACH 9.5 19.5 12.05 12.05 282.1 (McKENZIE) 1+929.5, LT. ST. APPROACH 9.0 18.0 15.2 15.2 5.5 372.1 (MITCHELL) 1+936.0, RT. ST. APPROACH 6.0 17.2 9.2 9.2 5.9 4.4 237.4 (FREEPORT) 2+033.3, LT. 1 4.8 8.8 3.0 6.0 8.7 60.1 2+051.1, RT. 1 3.0 16.9 6.0 3.0 10.0 49.5 67.2 2+100.1, LT. III (MOD.) 5.5 8.8 3.0 6.0 7.7 24.3 75.2 75.2 2+100.7, RT. ST. APPROACH 7.3 10.8 12.8 8.0 151.1 2+118.1, RT. 1 3.0 12.1 6.0 3.0 3.0 8.7 15.0 5.8 40.5 48.4 2+171.7, LT. 1 2.7 15.2 3.0 6.0 7.8 10.7 15.0 5.8 67.9 46.7 2+233.3, LT. 1 2.5 29.8 3.0 6.0 4.9 12.4 15.0 7.1 83.0 58.2 °+ 2+275.7, LT. 1 4.2 13.4 3.0 6.0 3.5 18.0 7.4 19.3 55.6 2+311.7, RT. 1 3.6 6.6 6.0 3.0 4.6 0.0 42.9 t ST. APPROACH t 2+329.3, LT. (ROSEMEADE) 8.0 11.7 10.7 10.7 4.7 166.6 2+374.6, RT. 1 4.3 10.0 6.0 3.0 1.9 8.0 8.0 15.0 5.7 9.1 59.5 N ti Sub-totals: 27.3 27.3 73.8 11.8 998.8 293.7 2,028.6 433.2 - - - - - - - - - - - 198.2 1,529.5 HMA,Type A,Approaches ••' '� BRIDGE FILE D YP PP K Full Depth QC/QA-HMA Pavement HMA for Temporary Pavement Widening With HMA,Type C •,•.••` E�..,, (90 kg/sgm HMA,Type A, Surface on 90 kg/sgm QC/QA-HMA, 3,76,Surface 9.5 mm,on K1 (90 kg/sgm HMA,Type A, Surface on W (90 kg/sgm HMA,Type C, Surface on .`,o�,� \� A• lt'rp�`'''�.,,r RECOMMENDED INDIANA 150 kg/sgm HMA,Type A, Intermediate)on 150 kg/sgm QC/QA-HMA, 3,76, Intermediate 19.0 mm,on 150 kg/sgm HMA,Type A, Intermediate on 150 kg/sgm HMA,Type C, Intermediate on %`` ��• lea FOR APPR CO 11/11/04 '':.�� = DEPARTMENT OF TRANSPORTATION DESIGNATION 200 mm Compacted Aggregate, No.53, Base 240 kg/sgm QC/QA-HMA, 3, 76, Base 19.0 mm,on 240 kg/sgm HMA,Type A, Base)on 720 kg/sgm HMA,Type C, Base) s NO. D I N ENG NEER DATE E HMA,Type B,Approaches 165 kg/sgm QC/QA-HMA,5, 76, Intermediate OG19.0 mm, on 150 mm Compacted Aggregate, No.53, Base x i 9785840 = 2[y413 = 90 kg/sgm HMA,Type B,Surface on 240 kg/sgm QC/QA-HMA, 3,76, Base 19.0 mm HMA for Sidewalk(Multi-use Path-Bicycle/Sidewalk) SURVEY BOOK SHEETS 150 kg/sqm HMA,Type B, Intermediate on p HMA Patching,Type C O (90 kg/sgm HMA,Type A, Surface on E1 HMA,Type B,Approaches ', STATE OF •:• DESIGNED: MDR DRAWN: MDR ROAD SUMMARY OF QUANTITIES LPA JOB 99 of 178 240 kg/sgm HMA,Type B,Base on O (90 kg/sgm HMA Type B,Surface on , ?� .- (90 kg/sgm HMA,Type C, Surface on 150 kg/sgm HMA,Type A, Intermediate)on ' �, Qom•' INDIA.... .� CONTRACT PROJECT 165 kg/sgm QC/QA-HMA,5, 76, Intermediate OG19.0 mm,on 150 k s m HMA,Type C, Intermediate on 100 mm Compacted Aggregate, No.53, Base 150 kg/sgm HMA,Type B, Intermediate on ''f� ?%4-` �\Cs��.��` CHECKED: GAF CHECKED: GAF PAVEMENT QUANTITIES AND APPROACH TABLE 9/ q YP P ., ,. 240 kg/sgm HMA,Type B, Base 720 k s m HMA,T e C, Base 660 kg/sgm HMA,Type B, Base) fir,,,,, •••�`` R-27495 STP-8886(007) PAVEMENT QUANTITIES AND APPROACH TABLE GRADE ( < 10% p w ASPHALT MATERIAL p 1- SURFACE BEYOND R/W LINE EXCAVATION APPROACHES O QC/QA-HMA PAVEMENT w w W z LL w NOT SHOWN) K1 Op W < < FOR: w < < W w O v7 Q m = W W Y F- Q Q F- Q Q �, L� � W 't ~ (� p U Z Z U) U) rn J C) U O m W H Q a = � DESCRIPTION p z ° M Q ° M �, °° °° E w E ° _ E ° E < Q w Q w W v E LOCATION w -' wi F- - F } wi w = < m E v cnw rn � � cnw aF- � o � 0_ W w Q O 2 Lo 2 � or w E E w E c) co U W z (APPROACH �-- } O ow acs o o Ezww < av av 0 < E 2 E vim E X26 E �v, E < z = mow g PRIME TACK U w � p STATION (n W 0zcn r < 0z Ewa � < � < z � �� ao Y < o Ya -- Y < o ° O O E z � > WU) REMARKS (STATION) TYPE OR CLASS) p m o! E - < O F-- o E - o V w 1 2 Cut Fill = Y a '�. Y w w 0 E � a w z O O O O Q u, O E O E1 z U Z) 0) C) I_ o °0 O' � � omrn opt = v U COAT COAT U EOw � Ec9 °0 Qa E � � wz > > Qa Qa w _ w rncn �- � z N cozO N aw Uw UQz UQZ pU > p = aY oc9 � a oc9 vO < iY � a 2a pia - < 2 > < F- a O LO Q Qo two „ „ n „ o <( a ,n < Ua ° _ C' _ a MW < 2 < r �- 0- d) 'V1l' L R C, _ < < < 3,76 3,76 3, 70 5,76 3,70 = F- a = a � 100 mm 0.00158 Mg/m2 0.000272 Mglm2 150 mm m m m m m S m S m S m S m % % cu. m -Cu. m S m S m S m S m S m S m S m S m S m S m S m Sq m Sq m Sq m Sq m Sq m Sq m LINE "PR-1" (Contd.) 2+387.5, LT. 1 3.0 9.5 3 6 13.1 44.1 2+461.4, LT. ST. APPROACH 9.1 17.7 10.7 10.7 259.2 (FAIRGREEN) 2+461.4, RT. ST.APPROACH 10.8 7.3 12.5 12.5 163.4 (PARK ENTRANCE) 2+542.5, RT. 1 3.6 7.0 6 3 0.3 15.0 16.3 43.3 2+673.5, LT. III 6.6 6.8 3 6 12.7 60.4 60.4 2+688.7, RT. 1 3.0 9.4 6 3 14.6 43.9 LINE "S-1-A" 5+030.0, LT. 1 3.6 6.7 3 6 4.6 18.5 18.5 13.2 20.7 5+066.1, LT. 1 4.1 3.9 3 6 1.5 7.1 7.1 6.1 22.7 5+091 RNG., LT. I (MOD.) 4.2 6.0 3 3 2.3 8.8 5.3 26.5 5+104.5, RT. 1 3.1 9.2 6 3 14.6 52.7 5+117.1, LT. ST.APPROACH 7.8 10.2 9.1 9.1 2.9 151.2 (WOODVIEW N. DR.) 5+152.9, LT. 1 5.2 6.4 3 6 2.3 12.0 20.1 36.9 5+178.3, RT. ST.APPROACH 7.9 9.9 9.1 9.1 5.1 160.7 (APPLEWOOD CIR.) 5+181.3, LT. 1 4.0 6.8 3 6 4.3 4.3 43.1 5+195, LT. 111 8.6 7.9 3 6 8.8 8.8 87.5 87.5 LINE "S-2-A" 5+925.9,RT. 1 6.1 6.6 6.1 3 5.0 49.8 5+925.7,LT. III 7.3 6.6 6.1 7.6 7.5 139.1 139.1 LINE "S-4-A" 8+048.3, RT. 111 6.4 6.8 6.3 3.2 60.3 60.3 8+074.9, LT. Mod. Cl. 1 Dr. 5.5 27.5 3 3 161 Modified by radi, width & materials LINE "DET" 273 778.9 778.8 LINE "PR-1" (116th Street) 22675 15763 2780.5 8.3 30058.9 29929.7 29929.6 39515.1 31876.2 88.3 6400.4 6400.4 6400.4 137651.1 LINE "S-1-A" (College) 2172 25 337.7 2723.5 2723.4 2723.4 3218.0 2824.3 11489.1 LINE "PR-S2" (Guilford) 3988 530 1180.6 457.1 63.9 530.9 7081.7 LINE "MONON" (Monon Trail) 4871 1739 80.4 1912.47 1912.47 1912.5 1912.5 LINE "S-4-A" (Ralston) 128 366 356.7 228.4 V Sub-totals This Sheet: 25.6 25.6 8.8 12.0 33108.2 18129.3 4,737.7 1,337.8 72.2 33,393.7 32,653.1 32,653.0 42,733.1 34,700.5 778.9 88.3 8,312.9 8,312.9 8,312.9 158,134.3 1,126.1 731.0 161.0 Sub-totals Previous Sheet: 27.3 27.3 73.8 11.8 998.8 293.7 2,028.6 433.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 198.2 1,529.5 0.0 ti Totals: 52.9 52.9 82.6 23.8 34,110 18,423 6,766.3 1,771.0 72.2 33,393.7 32,653.1 32,653.0 42,733.1 34,700.5 778.9 88.3 8,312.9 8,312.9 8,312.9 158,134.3 1,324.3 2,261 161.0 t (Mg) 25.1 12.7 29.4 5,988.2 1,593.9 69.3 3,005.4 4,898.0 7,836.7 7,051.0 8,328.1 373.9 84.8 1,995.1 1,972.6 13.1 43.0 471.4 14.5 ti USE: 25 13.0 30.0 5,989.0 1,594.0 70.0 3,006.0 4,898.0 7,837.0 7,051.0 8,328.0 374.0 85.0 11,996.0 11,973.0 13.0 1 43.0 1 472.0 1 15.0 D HMA Type A,Approaches K Full Depth QC/QA-HMA Pavement HMA for Temporary N Pavement Widening With HMA,Type C , BRIDGE FILE (90 kg,/sgm HMA,Type A, Surface on 90 k s m QC/QA-HMA, 3, 76, Surface 9.5 mm, on (90 k s m HMA,Type A,Surface on `` '%. g/ q g/ q (90 kg/sgm HMA,Type C, Surface on �� /�� RECOMMENDED INDIANA 150 kg/sgm HMA, Type A, Intermediate)on 150 kg/sgm QC/QA-HMA, 3, 76, Intermediate 19.0 mm, on 450 kg(sgm HMA, Type A, Intermediate on 150 kg/sgm HMA, Type C, Intermediate on �`� Q$ y 'z FOR APPR 11111/04 200 mm Compacted Aggregate, No. 53, Base Base) = '' :�� DEPARTMENT OF TRANSPORTATION DESIGNATION ia P 240 kg/sgm QC/QA-HMA,3,76, Base 19.0 mm,on 240 kg/sgm HMA,Type A, Base)on 720 kg/sgm HMA,Type C, . r D N ENGINEER DATE E HMA,Type B,Approaches 165 kg/sgm QC/QA-HMA,5,76, Intermediate OG19.0 mm, o 150 mm Compacted Aggregate, No. 53, Base $ _ 24413 _ 9785910 90 kg/sgm HMA,Type B, Surface on 240 kg/sgm QC/QA-HMA, 3, 76, Base 19.0 mm Q HMA for Sidewalk(Multi-use Path-Bicycle/Sidewalk) = � SURVEY BOOK SHEETS 150 kg/sgm HMA,Type B, Intermediate on E1 HMA Type B Approaches HMA Patching,Type C (90 k s m HMA,Type A, Surface on � YP , PP .,�s `•; STATE (3F DESIGNED: MDR DRAWN: MDR 240 kg/sgm HMA,Type B,Base on P 9/ q Yp g0 k ' ROAD SUMMARY OF QUANTITIES LPA JOB 100 of 178 (90 kg/sgm HMA,Type C, Surface on 150 kg/sgm HMA,Type A, Intermediate)on ( g/sgm HMA,Type B,Surface one 7jy l ..�` �,-� Q 165 k s m QC/QA-HMA,5,76, Intermediate OG19.0 mm,on ,r ""'�"' �`~' PAVEMENT QUANTITIES AND APPROACH TABLE q 150 k s m HMA,Type C, Intermediate on 100 mm Compacted Aggregate, No.53, Base 150 kg/sgm HMA,Type B, Intermediate on (r C, CONTRACT PROJECT 240 kg/sgm HMA,Type B, Base 720 kg/sgm HMA,Type C, Base) P 660 kg/sgm HMA,Type B, Base) '�''%,,`%NAL - �,�t'`� CHECKED: GAF CHECKED: GAF Q R-27495 STP-BU"36(007) ,t.. UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS Type o Pipe Cn Q 0 0 0 0 I Location J N a) OJ I to a W L N O W 3 N O w I w U U z F- Q N ' a) N 4- O U ' M O O m O L- Q) ' D Q Z O C U U t U > O p O > U L - rn .. 3 a m O I a p i Q E E m -a My o z cc E E m a o o � E o C.0 0) C Q w v U) a a)o ` = w c , 0 ) ) ) ) U)� n 2 3 `n m o o : a) 0) �m 3 m m m m M % Y/N n m z o U n n m 3 m [arr n� O O O 2 � O Remarks 0+960.130 256.716 0+998.600 38.5 115.5 8.8 0.20% 256.639 15 256.489 0+998.600 256.639 15 256.489 1+053.965 55.5 166.5 1 Z.6 257.440 1+055.000 257.447 18 257.297 1+098.965 44.0 132.0 10 257.663 1+100.000 257.665 21 257.290 1+165.122 66.1 198.3 15 258.080 1+165.321 258.080 5+025.500 (S-1-A) 10.7 32.2 2.5 258.022 126 257.593 5+024.900 (S-1-A) 258.038 125 257.790 1+211.265 32.1 96.4 7.3 258.604 1+212.300 258.467 26 258.317 1+263.904 52.0 156.0 11.8 258.758 1+264.204 258.758 1+327.100 63.0 189.0 14.3 258.157 29 257.912 1+328.135 258.144 1+381.900 54.0 162.0 123 257.499 32 257.254 1+382.935 257.487 1+433.100 50.5 15165 11.5 256.981 35 256.736 1+434.135 256.974 a 1+474.200 40.5 121.5 9.2 256.771 38 256.526 LLi H 1+475.235 256.766 1+517.900 43.0 129.0 9.8 256.553 41 256.307 1+518.935 256.547 1+555.000 36.5 109.5 8.3 256.367 44 256.122 1+556.035 256.362 6+025.290 (PR-S2) 30.8 92.3 7 255.887 137 255.740 6+025.380 (PR-S2) 255.890 136 255.740 1+605.021 26.5 79.6 6 256.114 1+605.321 256.112 1+640.000 35.0 105.0 8 255.751 47 255.506 1+641.035 255.734 1+681.500 40.5 121.5 9.2 255.109 50 254.418 1+682.535 255.095 1+710.300 28.0 84.0 6.4 254.706 52 254.236 2 1+711.335 254.691 a 1+793.000 82.0 246.0 18.6 253.620 59 252.660 W 1+794.035 253.606 1+860.000 66.0 198.0 15 252.682 63 252.487 x 1+861.035 252.668 i M 1+887.000 26.0 78.0 5.9 252.463 1+887.000 252.463 1+892.0001 1 5 15.0 1 1.2 1 0.200% 252.453 1 66 252.303 SUB-TOTAL THIS SHEET 926.3 2,778.8 210.7 RECOMMENDED INDIANA FOR APPROVA GC7 11-17-04 NO. DEPARTMENT OF TRANSPORTATION DESIGNATION X13 '= SIGN ENGINV DATE 9785910 �'•;. STATE OF ::� DESIGNED: HLR DRAWN: HLR SURVEY BOOK SHEETS �" ��, •./nrplt •: ,���,�, ROAD SUMMARY OF QUANTITIES LPA JOB 101 of 178 s Sy� ' ;�*�`' CHECKED: MAB CHECKED: MAB UNDERDRAIN TABLE CONTRACT PROJECT ��`rrrrirfultlttiStititiglti� R-27495 STP-8886(007) UNDERDRAINTABLE UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS 0 c Location Type o Pie (n -� a o 0 0 O 0 0 6U �= °' °- Cu a co Cu - a) I a E -0 0 E aa) o a) L a a) a) Z H Cn J ` O a) 0 J a) I w 3 a) w W d W V V a) 0 Cn O Cn -0 0 a) O O N O O N a) N I N m O O O _ a) ` 11 Q z > W O 0 O J O > O U U U �. -C �_ c� '- O w 0 a. � a) ( v E �. > O a O z `� 0 0 a) a) 0 E E x -P M o 0 .... aa) -v E ca a) o a) a) rn E E ' a) . a) �_ a) a) 0 U) w 0 I m �- L � w a a) c m 0 0 `c U) O -0 O o (A 0 0 0 0 0 0 Oo b 3 3 0 0 0 a) a) �Lr) m m m2 m3 M % Y/N U 0 cn d m O O O z o ca U cn U) m m O O O O Remarks 1+892.000 0.200% 252.453 66 252.303 1+897.000 5 15.0 1.2 252.463 1+897.000 252.463 1+956.965 60 180.0 13.6 253.318 1+958.000 253.340 77 252.496 2+002.371 45 133.5 10.1 254.086 2+007.101 254.122 2+049.000 42 126 9.5 0.217% 254.031 2+049.000 254.031 2+082.500 33.5 100.5 7.6 253.480 80 252.292 2+083.535 253.46 2+166.500 83 249 18.8 251.934 84 251.458 2+167.535 251.917 2+201.000 33.5 100.5 7.6 251.533 Y 2.00 8.70 2+201.000 251.508 1 N/A 1.9 1 3 X 2+217.500 251.390 2+229.700 12.5 37.5 2.9 251.284 88 250.550 2+230.735 251.275 8+038.400 (S-4-A) 48.2 144.738 11 249.891 154 249.526 8+038.400 (S-4-A) 249.891 153 249.580 2+273.965 38.8 116.445 8.8 251.047 2+275.000 251.051 92 250.677 a 2+344.465 69.5 208.5 15.8 252.276 uui 2+345.500 252.290 96B 251.190 2+360.000 14.5 43.5 3.3 252.439 2+360.000 252.439 2+372.116 12.5 37.5 2.9 0.231% 252.467 2+372.416 252.467 2+441.500 69.5 208.5 15.8 251.845 98 251.333 2+442.535 251.835 2+483.000 40.5 121.5 9.2 251.467 2+483.000 251.467 2+496.820 14 42 3.2 -0.203% 251.439 101 250.769 2+496.820 0.206% 251.427 101 250.769 2+507.000 10.5 31.5 2.4 251.448 2+507.000 251.448 J 2+546.965 40 120 9.1 251.749 J4r. +548000 2 . 251.757 104 251.175 o^ c 2+560.000 12 36 2.8 251.833 W 2+560.000 0.200% 251.833 2+569.522 10 30 2.3 251.852 tZ, ly v t% '� c 2+569.822 251.852 l Q i M V 2+580.000 10.5 31.5 2.4 -0.216% 251.830 r i� 2+580.000 251.830 2+615.000 35 105 8 251.439 107 249.780 SUB-TOTAL THIS SHEET 739.6 2,218.7 168.3 2.0 8.7 1.9 1 1.0 A. '' RECOMMENDED INDIANA V ~+ • p FOR APPROV �,Q 11-71-04 DEPARTMENT OF TRANSPORTATION DESIGNATION t3 '= ESIGN ENGI R DATE 9785910 SURVEY BOOK SHEETS �'•. STATE OF ;� .` DESIGNED: HLR DRAWN: HLR ROAD SUMMARY OF QUANTITIES LPA JOB 102 of 178 UNDERDRAIN TABLE CONTRACT PROJECT MAB CHECKED: : MAB CHECKED R-27495 STP-B886(007) T ABLE UNDERDRAIN UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS Type o Pipe - a o 0 0 o Location .� 0 a Q �. E Q L a) '� L C : I > > I > w=cr_ o- C m 0 Q- a) z(1) a) a W 4- O O N 0 O U C: cc O ca O O O C a. Q z > >(u m O a � J p 0 a) (a C a) C O a) aQ U) - _ g 0v)W c E z C a E E x -0 0) -v ( Q O O a) a) m L J !m a ) ) a- O ) ) ) ii O Q m) C/) W cc n-O N p O O O C J i a) D a) (D -a a) O L0 O C , U U a a t[ ca p r Q 2 Cn O� � 0 O O Y :3 a) :3 p O m g m m m 2 m M % LL Y/N U ° cn CC O O O z U) O O O 2 O Remarks 2+616.035 251.422 2+666.500 50.5 151.5 11.5 250.594 112 250.029 a ui 2+667.535 250.577 2+719.900 52.5 157.5 11.9 249.600 115 249.262 2+719.900 249.412 115 249.262 2+728.272 8.5 25.5 2 249.429 0+960.130 256.739 0+998.600 38.5 115.5 8.8 0.20% 256.662 14 256.416 0+998.600 256.662 14 256.416 1+053.965 55.5 166.5 12.6 257.438 1+055.000 257.445 17 257.202 1+098.965 44 132 10 257.735 1+100.000 257.737 20 257.170 1+211.265 111.5 334.5 25.2 258.400 1+212.300 258.407 25 258.197 1+259.000 47.0 141 10.7 258.720 1+259.000 258.720 1+268.850 10 30 2.3 0.213% 258.741 1+269.150 0.234% 258.741 1+276.000 7 21 1.6 258.725 1+276.000 258.725 1+327.100 51.5 154.5 11.7 258.157 28 257.810 1+328.135 258.144 1+381.900 54 162 12.3 257.499 31 257.152 a: ui 1+382.935 257.487 1+433.100 50.5 151.5 11.5 256.981 34 256.634 J 1+434.135 256.974 1+474.200 40.5 121.5 9.2 256.771 37 256.424 1+475.235 256.766 1+517.900 43 129 9.8 256.553 40 256.205 1+518.935 256.547 1+555.000 36.5 109.5 8.3 256.367 43 256.020 1+556.035 256.362 5+952.000 "S-2-A" 49.929 149.787 11.3 249.429 5+952.000 "S-2-Aul 255.755 v o 5+947.100 5 15 1.2 0.200% 255.745 135 255.380 1 5+947.100 "S-2-A" 255.676 134 255.280 o^ 5+952.000 5 15 1.2 255.686 n � 5+952.000 "S-2-A" 255.686 a 5+981.140 36.383 109.149 8.3 256.004 i Z: 5+981.242 "S-2-A" 256.004 1+640.000 33.957 101.871 7.7 255.690 46 255.130 1+641.035 255.676 1+681.500 40.5 121.5 9.2 255.173 49 255.000 SUB-TOTAL THIS SHEET 871.8 2,615.3 198.3 `t1i\�4 ///r• \`�` � '�' �/�/••�ry+ RECOMMENDED . INDIANA FOR APPROV CO 11-11-04 DESIGNATION Np, DEPARTMENT OF TRANSPORTATION _ g13 '= DESIGN ENG ER DATE 9785910 �'•; STATE OF DESIGNED: HLR DRAWN: HLR ROAD SUMMARY OF QUANTITIES SURVEY AJOB BOOK 103 SHEETS 178 •y��--�'�f'.. NDIA `•.,• ��4,,`�,�, I T E I S ''••�, ` , NAB , �,�,� UNDERDRAIN TABLE CONTRACT PROJECT CHECKED: MAB CHECKED: MAB R-27495 STP-B886(007) }r r f i r r 1111 ti S ti t riot� UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS Type o Pie ( Q o m o 0 o I Location Cn Cu cu Cu m J - O J � I a) �, O ( L Q N :� N O >, N ` O 70 70 ''' a� � -0 W ?� N N d. W O � I W U U Z f- O 4- to cu ` +' 0 0 ca C "C N '� _ W Q O Z O .Q O O C O O a) m O ° E E x � CU o` O W C a ° a) C w v o -� o Z Z C m U aa)i a) ,; 0 0 0 0 0) 7 Q m - 0 Z) 0) o cn w w m v � u, a J C iY m m m2 m3 M /° Y/N v .. m ° ° ° o o ° ° m a� ° ° ° ° o ° U) d o! m O O O z 0 U cn cn m3 m3 O O O O Remarks 1+682.535 255.162 1+740,000 57.5 172.5 13 0.421% 254.920 56 254.500 1+741.035 254.763 1+793.000 52 156 11.8 253.620 58 253.470 1+794.035 253.606 1+860.000 66 198 15 252.682 62 252.385 1+861.035 252.668 1+887.000 26 78 5.9 252.463 1+887.000 252.463 1+892.000 5 15 1.2 0.200% 252.453 65 252.242 1+892.000 0.200% 252.453 65 252.242 1+897.000 5 15 1.2 252.463 1+897.000 252.463 1+956.965 60.1 180.369 13.6 253.246 1+958.000 253.268 76 252.376 2+006.262 48.5 145.5 11 254.083 2+010.821 254.121 2+048.000 37.5 112.5 8.5 -0.212% 254.042 2+048.000 254.042 2+082.500 34.5 103.5 7.8 253.480 79 252.500 2+083.535 253.460 a 2+166.500 83 249 18.8 251.934 83 251.560 ui -i 2+167.535 251.917 2+208.780 41.5 124.5 9.4 251.465 Y 10.00 Z+208.780 251.435 2 N/A 1.9 2 3 X 2+221.203 251.358 2+228.200 7 21 1.6 251.297 87 250.650 2+229.235 251.275 2+262.000 33 99 7.5 251.040 2+262.000 251.040 2+266.500 4.5 13.5 1.1 0.244% 251.029 91 250.841 2+266.500 0.200% 251.029 91 250.841 2+271.000 4.5 13.5 1.1 251.038 2+271.000 251.038 2+344.465 73.5 220.5 16.7 252.276 2+345.500 252.290 96A 251.390 J. 2+360.000 14.5 43.5 3.3 252.439 2+360.000 0.231% 252.439 a 2+372.116 12.5 37.5 2.9 252.478 W 2+372.416 0.211% 252.478 2+380.000 8 24 1.9 252.462 2+380.000 252.462 L �� V 2+441.500 61.5 184.5 13.9 251.917 97 251.541 i vc 2+442.535 251.907 2+496.000 53.5 160.5 1 1Z.1 251.394 SUB-TOTAL THIS SHEET 1 789.1 2,367.4 179.3 10.0 1.9 1.0 RECOMMENDED INDIANA FOR APPROV CQ 11-11-04 DEPARTMENT OF TRANSPORTATION DESIGNATION 2` 20813 `= ES1GN ENGI R DATE 9785910 SURVEY BOOK SHEETS �'• STATE OF DESIGNED: HLR DRAWN: HLR ROAD SUMMARY OF QUANTITIES LPA JOB 104 of 178 LINDERDRAIN TABLE CONTRACT PROJECT /��Y��'AL0S* lt�i�``'� CHECKED: MAB CHECKED: MAB R-27495 STP-B886(007) UNDERDRAIN T BLE UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS T e o Pie �, Q 0 0 0 0 Location Cn c > iZ a) > a) > a) E 70 C � a) .-. O L Q a) w- O Z H a) �` O ) O O D I w 3 N n- W O 0_ w U U Cu 'O '� 0_ Q Z a) O O C a) N a) m U O O .-� (6 t`B ` w O O O w O Cu J O O C a) a) �« ,� E E x -0 0) o iZ 0 a) E Cu aa) p � a O z Q o o � E E a) a) a) a) U a) cu N .- +. a) a) 'O E y .. O .. .. a) N U � L J Q 0 a) to w c� ( m a_ a a) a)0) CD LL ° `n Q D = cn a) O c 0 r a) a) w c v U) U °� 70 7 C 2 $ O C 0 L0 a) 0 O -' O .L. b 3 3 a) a) Z m m m m M % w Y/N v ° cn m O O O z o m v cn cn m m O O O 2 2 O Remarks 2+496.000 251.394 2+501.500 5.5 16.5 1.3 0.200% 251.383 100 251.013 2+501.500 0.200% 251.430 100 251.013 2+507.000 5.5 16.5 1.3 251.448 2+507.000 251.448 2+546.965 40 120 9.1 251.749 2+548.000 251.757 103 251.383 2+560.000 12 36 2.8 251.833 2+560.000 251.833 a 2+569.522 10 30 2.3 0.200% 251.852 ui H 2+569.822 -0.216% 251.852 2+580.000 10.5 31.5 2.4 251.830 2+580.000 251.830 2+615.000 35.0 105 8 251.439 106 249.893 2+616.035 251.422 2+666.500 50.5 151.5 11.5 250.594 111 250.133 2+667.535 250.577 2+719.900 52.5 157.5 11.9 249.600 114 249.168 2+719.900 249.600 114 249.168 2+728.272 8.5 25.5 2 249.429 5+025.490 258.022 126 257.593 5+027.000 2 6 0.5 0.200% 258.025 5+027.000 258.025 Q 5+097.000 70 210 15.9 258.899 5+097.000 258.899 a 5+102.000 5 15 1.2 0.200% 258.909 w H 5+102300 258.910 5+114.000 12 36 2.8 -0.222% 258.884 5+114.000 258.884 5+174.041 60.5 181.5 13.7 258.121 2 12.50 5+174.041 258.084 129 257.922 2.4 5+024.900 258.038 125 257.790 L 5+094.000 69.5 208.5 15.8 258.891 ter` Q 5+094.000 258.891 o^ Ch 5+103.000 9 27 2.1 0.222% 258.911 W ui 5+103.300 258.911 5+112.000 9 27 2.1 -0.230% 258.891 J 5+112A00 258.891 � i?' V 5+174.100 62.5 187.5 14.2 258.117 130 258.050 SUB-TOTAL THIS SHEET 1 529.5 1 1,588.5 120.9 1 1 1 1 1 1 1 2.0 1 12.5 2.4 A. RECOMMENDED INDIANA p FOR APPRO.. 11-11-04 DEPARTMENT OF TRANSPORTATION DESIGNATION _= 20413 = ESIGN ENGIPOR DATE 9785910 -.off'•;, STATE OF ;'4_; DESIGNED: HLR DRAWN: HLR (Q ROAD SUMMARY OF UANTITIES SURVEY LPA JOB K 105 SHof TS 178 ,; .. ........ - \'`� CHECKED: MAB CHECKED: MAB UNDERDRAIN TABLE CONTRACT PROJECT �,,, R-27495 STP-8886(007) UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS Type o Pipe _ Q o o 0 0 ( Location c �. CU M CU CU J - O J a- N I a) .. O N Q a) v- O a) a) - a) _ a w Y L- z t- O to 0 to (� 0 w O O C CL OU a w 0 C fl `� O a) ? L- Q- a) a) Z � C O a) a) m O � L O w a a) > w o � J o 0 c V N m C � a) O 0_ Q O O a) a) o Q 0 a) 0 � a) aa)) v� w o m a) vi ti ti m m O O J L a) O 0 O .. �- ,. LL �, D O .. U a) a) a) C U 0 "'' a) a) Q = Cn 3 C U) O .. U O C O O C) .. y � p ;n C 2 3 0 C O a) Z3 O 7 O = O +L. 3 3 0 Z) O a) a) m m m m M % w YIN v ° cn v o! m O O O z o a v u) cn m m O O O O Remarks MED. 1+216.000 258.647 Y 3 17.70 1+212.400 258.347 25 258.197 3.3 Concrete Encase Outlet Pipe 1+248.000 32 96.0 7.3 258.855 MED. 1+248.000 258.855 N *- +0.2% from 1+259 to 1+263, 1 Inline Wye LT. 1+263.000 15 45 3.4 258.916 Connector Req'd MED. 1+248.000 258.855 N *- +0.2% from 1+259 to 1+263 RT. 1+263.000 15 45 3.4 258.916 MED. 1+265.000 258.916 - -0.2% from 1+265 to 1+269, 1 Inline Wye LT. 1+379.000 114 342 25.8 257.690 Y 1 1.40 1+380.000 Connector Req'd MED. 1+265.000 258.916 *- -0.2% from 1+265 to 1+269, Concrete RT. 1+379.000 114 342 25.8 257.690 Y 3 13.70 1+381.800 257.416 31 257.152 2.6 Encase Outlet Pipe MED. 1+383.000 257.645 LT. 1+471.000 88 264 19.9 256.946 Y 1 2.00 1+472.000 1 Inline Wye Connector Req'd MED. 1+383.000 257.645 Concrete Encase Outlet Pipe RT. 1+471.000 88 264 19.9 256.946 Y 3 14.00 1+474.000 256.666 37 256.424 2.6 MED. 1+475.000 256.926 LT. 1+518.000 43 129 9.8 256.711 N MED. 1+475.000 256.926 RT. 1+518.000 43 129 9.8 256.711 N 1 Inline Wye Connector Req'd MED. 1+518.000 256.711 Concrete Encase Outlet Pipe 1+553.000 35 105 8 256.536 Y 3 8.90 1+555.000 256.358 43 256.020 1.7 MED. 1+605.000 256.273 Concrete Encase Outlet Pipe 1+709.000 104 312 23.6 254.955 Y 2 16.60 1+710.000 254.623 51 254.280 3.1 MED. 1+655.000 255.711 1 Inline Wye Connector Req'd LT. 1+709.000 54 162 12.3 254.955 Y 1 1.40 1+710.000 MED. 1+711.000 254.927 1 Inline Wye Connector Req'd LT. 1+792.000 81 243 18.4 253.793 Y 1 1.40 1+793.000 MED. 1+711.000 254.927 Concrete Encase Outlet Pipe RT. 1+792.000 81 243 18.4 253.793 Y 2 13.00 1+793.000 253.533 57 252.670 2.5 MED. 1+798.000 253.709 *- -0.2% from 1+887 to 1+890, Concrete LT. 1+890.000 92 276 20.8 * 252.616 Y 3 8.20 1+891.500 252.452 65 252.242 1.6 Encase Outlet Pipe MED. 1+798.000 253.709 1 Inline Wye Connector Req'd RT. 1+866.000 68 204 15.4 252.765 N MED. 1+960.000 253.541 Y 3 17.00 1+958.000 253.201 76 252.376 3.2 Concrete Encase Outlet Pipe 2+000.000 40 120 9.1 254.223 MED. 2+023.000 254.332 *- -0.2% from 2+023 to 2+028, Concrete 2+080.000 57 171 12.9 * 253.680 Y 3 8.70 2-+082.000 253.506 79 252.500 1.7 Encase Outlet Pipe �a J MED. 2+112.000 253.090 Concrete Encase Outlet Pipe o LT• 2+194.000 82 246 18.6 251.753 Y 2 15.30 2+195.000 251.447 86 249.066 2.9 W MED. 2+112.000 253.090 1 Inline Wye Connector Req'd fi RT. 2+194.000 82 246 18.6 251.753 Y 1 1.40 2+195.000 L o MED. 2+232.000 251.348 Y 3 13.40 2-+230.000 251.08 88 250.550 2.5 Concrete Encase Outlet Pipe LT. 2+239.000 7 21 1.6 +0.2% 251.362 1"C MED. 2+232.000 251.348 Y 1 1.40 2+231.000 RT. 2+239.000 7 21 1.6 +0.2% 251.362 1 Inline Wye Connector Req'd SUB-TOTAL THIS SHEET 1,342.0 4,026.0 304.4 36 155.5 27.7 ';,\t1�\\y1t{�1\m trlhyfrr�r RECOMMENDED INDIANA c�is ' •-;�p Aim FOR APPROVA C40 1141-04 DEPARTMENT OF TRANSPORTATION DESIGNATION 20913 SIGN ENGIN DATE 9785910 SURVEY BOOK SHEETS '`'• STMIE OF :~ DESIGNED: HLR DRAWN: HLR ROAD SUMMARY OF QUANTITIES LPA JOB 106 of 178 ` MAB UNDERDRAIN TABLE CONTRACT PROJECT r�r,{',rrrlr CHECKED: CHECKED: MAB f�rfJf/full ti11ti1\\\\\\\ R-27495 STP-B886(007) UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS Type 4 Pie a) o 0 C o Location <n a) a) V O , .= ca L tL ca a cu �, ca a) v > it �) > a) > _ a) a) O a) L Q a) Y O O >, J L L a) a) -) O W 3 -� a) d W O W U U z I- a) O a Q C O � Z 'D a) � � «. .. � v L O C� O ( m O Z C O C O ca > o a Z m cII L W C a C a) a) 0) *, 0)Q O -0 0) � Q •0 a) U V L L a) u) W -° a) C) L t- 0 U) a- a) a) L O O a) C J L O a) O ,Y CA L O �+ y-° y,,, LL -+ a) .2 .2 L ca .-+ �. 'p fQ -0 0 Lo C� Q 2 cn a) c b 0 a) a) a) D C U U U a) a) 70 r r C (n � r rr r. «. V O C O O �-. +- C 2 3 O C O LO a) O O O O "= O g g D O a) a) O m m m m M % u- � Y/N 0 ° cn �r o: m O O O z o ca v cn U) m m O O O 2 2 O Remarks MED. 2+344.000 252.425 Y 3 13.80 2+345.000 252.149 96B 251.190 2.6 *- +0.2% from 2+368 to 2+372, Concrete LT. 2+372.000 28 84.0 6.4 252.637 Encase Outlet Pipe MED. 2+344.000 252.425 Y 1 1.40 2+343.000 *- +0.2% from 2+368 to 2+372, 1 Inline Wye RT. 2+372.000 28 84.0 6.4 252.637 Connector Req'd MED. 2+373.000 252.637 *- -0.2% from 2+373 to 2+377 LT. 2+400.000 27 81.0 6.2 252.460 N MED. 2+373.000 252.637 *- -0.2% from 2+373 to 2+377, 1 Inline Wye RT. 2+400.000 27 81.0 6.2 252.460 N Connector Req'd MED. 2+400.000 252.460 Concrete Encase Outlet Pipe 2+438.000 38 114.0 8.6 252.106 Y 3 17.60 2+441.000 251.754 98 251.333 3.3 MED. 2+500.000 251.607 Y 3 11.30 2+497.000 251.381 101 250.769 2.1 *- +0.2% from 2+500 to 2+507, Concrete 2+527.000 27 81.0 6.2 251.745 Encase Outlet Pipe ED. 2+527.000 251.745 N *- +0.2% from 2+564 to 2+569, 1 Inline Wye LT. 2+569.000 42 126.0 9.5 252.011 Connector Req'd ED. 2+527.000 251.745 N *- +0.2% from 2+564 to 2+569 RT. 2+569.000 42 126.0 9.5 252.011 MED. 2+570.000 252.011 *- -0.2% from 2+570 to 2+575, Concrete LT. 2+663.000 93 279.0 21.1 250.807 Y 3 14.20 2+666.000 250.523 112 250.029 2.7 Encase Outlet Pipe MED. 2+570.000 252.011 *- -0.2% from 2+570 to 2+575, 1 Inline Wye RT. 2+663.000 93 279.0 21.1 * 250.807 Y 1 1.40 2+664.000 Connector Req'd Monon 5+093.860 251.000 See Sht.# 80 for details. 2-900 & 1-22.5 Tr. Rt. 5+129.000 35.2 92.2 17.6 -0.216% 250.924 Y 1 13.10 2+012.000 PRA 250.611 78 250.161 42 Elbows Req'd. Monon 5+093.710 251.000 Connect to outlet pipe for Rt. Underdrain. Tr. Lt. 5+129.000 35.3 92 -0.215% 250.924 Y 0.40 1-900 elbow& 1 Tee Conn. Req'd. see sht.#80 J � x EACH Sub-Totals This Sheet 515.5 1519.2 118.8 15 73.2 42.0 10.7 W Sub-Totals from Sheet 101 926.3 2,778.8 210.7 Sub-Totals from Sheet 102 739.6 2,218.7 168.3 2 8.7 1.9 1 ., Sub-Totals from Sheet 103 871.8 2,615.3 198.3 Sub-Totals from Sheet 104 789.1 2,367.4 179.3 10.0 1.9 1 Sub-Totals from Sheet 105 529.5 1,588.5 120.9 2 12.5 2.4 Sub-Totals from Sheet 106 1,342.0 4,026.0 304.4 36 155.5 27.7 Totals: 5,713.7 17,113.8 1,300.7 55 259.9 48.2 38.4 2 USE:1 5,715 17,115 1,300 55 260 2 RECOMMENDED INDIANA FOR APPROV Cp 11-11-04 DEPARTMENT OF TRANSPORTATION DESIGNATION ' ESIGN ENGI R DATE 9785910 20913 -�'•;. S//TATE OF DESIGNED: HLR DRAWN: HLR ROAD SUMMARY OF QUANTITIES SURVEY JOB K 107 SHEETS 178 „ f fp� y55 •�`' CHECKED: MAB CHECKED: MAB UNDERDRAIN TABLE CONTRACT PROJECT ,u, R-27495 STP-8886(007) NOTES: STRUCTURE DATA 1. CASTING ELEVATIONS FOR CURB CASTINGS ARE GIVEN AT THE EDGE OF PAVEMENT 2. OFFSETS FOR MANHOLES AND DITCH STRUCTURES ARE GIVEN TO THE CENTER OF THE STRUCTURE 3. FOR CATCH BASINS TYPE B & C, REFER TO INDOT STANDARD DRAWING FOR INLETS TYPE B& C AND LOWER BOTTOM OF STRUCTURE 750 mm. w LOCATION FLOW LINE z _ w ° J o Q � -i wo- w o w w Ow U E- a w w Q w Q w �- a Y Q cn SAFETY METAL ~ � w z = m SIZE } z � w > U z U I- U m U o GRATED BOX END SECTION w U m W STRUCTURE DESCRIPTION w w z w Q Q z Q n w END SECTIONS W U REMARKS U) STATION z � O w I- m w z Z) z U v a m O cn o Y m UUU) a 00 � Q H �_ Q a U � m m mm m m ELEV_ ELEV. U YR. m m3 Mg m3 EA. TYPE SLOPE EA. SLOPE EA. 1 2+006.291 PR-1 x Underpass MONON TRAIL UNDERPASS 2 2+213.469 PR-1 x Existing Structure HAMILTON COUNTY BRIDGE # 268 11 0+927.9 PR-1 9.0 750 2 MH J4 1.0 1.1 255.341 255.314 257.224 75 NA 7.0 1 2.9 Connect to Existing Pipe 12 0+927.9 PR-1 6.0 750 2 750 mm Pipe 3.0 1.3 255.424 255.341 75 NA 7.0 1 9.3 11 13 0+998.6 PR-1 9.8 450 2 MH C4 70.3 1.1 256.398 255.871 258.227 75 NA 7.0 1 129.3 11 14 0+998.6 PR-1 X 300 2 CB C15 1.6 1.4 256.416 256.408 258.081 75 NA 7.0 1 3.0 13 15 0+998.6 PR-1 X 300 2 INLET B15 14.7 1.3 256.489 256.416 258.079 75 NA 7.0 1 25.0 14 16 1+055.0 PR-1 11.7 450 2 MH C4 56.5 1.4 256.680 256.398 258.577 75 NA 7.0 1 125.3 13 17 1+055.0 PR-1 X 300 2 CB C15 1.6 1.0 257.202 257.195 258.460 75 1 NA 7.0 1 2.2 16 18 1+055.0 PR-1 X 300 2 INLET B15 19.0 0.9 257.297 257.202 258.462 75 NA 7.0 1 23.1 17 19 1+100.0 PR-1 12.5 450 2 MH C4 45.9 1.5 256.909 256.680 258.919 75 NA 7.0 1 107.7 16 20 1+100.0 PR-1 X 300 2 CB C15 1.6 1.4 257.170 257.155 258.752 75 NA 7.0 1 2.8 19 21 1+100.0 PR 1 X 300 2 INLET B15 24.0 1.2 257.290 257.170 258.680 75 NA 7.0 1 36.7 20 22 1+155.0 PR-1 12.5 375 2 MH C4 55.0 1.6 257.259 256.909 259.277 75 NA 7.0 1 126.9 19 23 1+202.2 PR-1 20.2 300 2 600mm PCB 1.5 1.1 257.835 257.825 259.190 75 NA 7.0 1 2.1 Connect to Existing Pipe 24 1+212.3 PR-1 16.1 1 375 2 MH C4 57.2 1.1 258.110 257.824 259.577 75 NA 7.0 1 1 90.7 1 22 25 1+212.3 PR-1 X 300 2 CB C15 1.6 1.0 258.197 258.189 259.422 75 NA 7.0 1 2.2 24 26 1+212.3 PR-1 X 300 2 INLET B15 24.0 0.9 258.317 258.197 259.482 75 NA 7.0 1 28.7 25 27 1+327.1 PR-1 12.5 300 2 MH C4 54.8 1.0 257.798 257.579 259.339 75 NA 7.0 1 73.4 30 28 1+327.1 PR-1 X 300 2 CB C15 2.3 1.2 257.810 257.798 259.172 75 NA 7.0 1 3.5 27 29 1+327.1 PR-1 X 300 2 INLET B15 20.4 1.0 257.912 257.810 259.172 75 NA 7.0 1 27.1 28 30 1+381.9 PR-1 12.5 375 2 MH C4 51.2 1.1 257.065 256.860 258.681 75 NA 7.0 1 81.1 33 31 1+381.9 PR-1 X 300 2 CB C15 2.3 1.2 257.152 257.140 258.514 75 1 NA 7.0 1 3.5 30 32 1+381.9 PR 1 X 300 2 INLET B15 20.4 1.0 257.254 257.152 258.514 75 NA 7.0 1 27.1 1 31 33 1+433.1 PR-1 12.5 450 2 MH C4 41.1 1.2 256.473 256.263 258.163 75 NA 7.0 1 81.2 36 34 1+433.1 PR-1 X 300 2 CB C15 2.3 1.2 256.634 256.623 257.995 75 NA 7.0 1 3.5 33 35 1+433.1 PR-1 X 300 2 INLET B15 20.4 1.0 256.736 256.634 257.996 75 NA 7.0 1 27.1 34 36 1+474.2 PR-1 12.5 450 2 MH C4 43.7 1.2 256.263 256.044 257.953 75 NA 7.0 1 84.6 39 37 1+474.2 PR-1 X 300 2 CB C15 2.3 1 1.2 256.424 256.413 257.786 75 NA 7.0 1 3.5 36 38 1+474.2 PR-1 X 300 2 INLET B15 20.4 1.1 256.526 256.424 257.953 75 1 NA 7.0 1 29.0 37 39 1+517.9 PR-1 12.5 450 2 MH C4 37.1 1.2 256.044 255.765 257.674 75 NA 7.0 1 72.7 1 42 40 1+517.9 PR-1 X 300 2 CB C15 2.3 1.1 256.205 256.193 257.568 75 NA 7.0 1 3.4 39 41 1+517.9 PR-1 X 300 2 INLET B15 20.4 1.0 256.307 256.205 257.568 75 NA 7.0 1 27.1 40 42 1+555.0 PR-1 12.5 450 2 MH C4 48.2 1.4 255.600 255.210 257.489 75 NA 7.0 1 108.7 5.1 1 Outlet to Proposed Ditch 43 1+555.0 PR-1 X 300 2 CB C15 2.3 1.1 256.020 256.008 257.382 75 NA 7.0 1 3.4 42 44 1+555.0 PR-1 X 300 2 INLET B15 20.4 1.0 256.122 256.020 257.382 75 NA 7.0 1 27.1 43 45 1+601.0 PR-1 14.9 450 2 MH C4 39.1 1.4 255.370 255.152 257.363 75 1 NA 7.0 1 87.6 48 46 1+640.0 PR-1 X 300 2 Inlet B15 10.5 1.3 255.130 255.075 256.705 75 NA 7.0 1 17.2 5.1 1 Outlet to Proposed Ditch 47 1+640.0 PR-1 X 300 2 CB B15 4.0 1.0 255.506 255.487 256.766 75 NA 7.0 1 5.5 1 48 48 1+640.0 PR-1 15.5 450 2 MH C4 70.4 1.0 255.152 254.800 256.916 75 NA 7.0 1 115.8 52 49 1+681.5 PR-1 X 300 2 INLET B15 10.9 1 0.9 255.000 254.945 256.188 75 NA 7.0 1 13.0 5.1 1 Outlet to Proposed Ditch 50 1+681.5 PR-1 X 300 2 INLET B 15 27.7 1.4 254.418 254.280 256.124 75 NA 7.0 1 48.7 52 51 1+710.3 PR-1 X 300 2 CB C15 3.9 1.3 254.280 254.261 255.720 75 NA 7.0 1 6.3 52 52 1+710.3 PR-1 18.4 600 2 MH C4 86.4 0.7 254.236 253.800 255.930 75 NA 7.0 1 142.1 60A 53 1+717.8 PR-1 29.0 375 375mm Pipe End Section 5.1 1 54 1+726.3 PR-1 26.5 450 450mm Pipe End Section 5.1 1 55 1+740.0 PR-1 X 300 2 Inlet B15 51.9 1.9 252.935 252.670 255.377 75 NA 7.0 1 125.0 57 56 1+779.3 PR-1 25.5 450 2 450mm Pipe 19.7 0.2 254.500 254.380 254.500 75 NA 7.0 1 13.1 5.1 1 60 57 1+793.0 PR-1 X 300 2 CB C15 7.1 1.9 252.670 252.630 254.635 75 NA 7.0 1 17.1 60 58 1+793.0 PR-1 X 300 2 CB B15 5.3 1 1.0 253.470 253.420 255.710 75 NA 7.0 1 6.8 60A 59 1+796.6 PR-1 21.9 300 2 CB E-7 5.1 2.5 252.660 252.610 255.710 75 NA 7.0 1 16.0 60 60 1+796.6 PR-1 16.2 675 2 1 MH J4 63.4 1.5 252.530 252.279 255.060 75 NA 7.0 1 198.0 61 60A 1+796.6 PR 1 14.9 600 2 MH J4 31.1 1.0 253.380 253.220 254.799 75 NA 7.0 1 64.7 60 61 1+860.0 PR-1 16.2 675 2 MH J4 32.0 1.0 252.279 252.129 254.018 75 NA 7.0 1 76.1 64 �•1 62 1+860.0 PR-1 X 300 2 CB C15 6.1 1.2 252.385 252.360 253.697 75 NA 7.0 1 9.4 61 63 1+860.0 PR-1 X 300 2 INLET B15 20.4 1.0 252.487 252.385 253.697 75 NA 7.0 1 25.9 62 64 1+892.0 PR-1 16.2 675 2 MH J4 27.5 1 1.0 252.129 252.001 253.808 75 NA 7.0 1 63.4 68 65 1+892.0 PR_1 X 375 2 CB C15 5.3 1.0 252.242 252.226 253.473 75 NA 7.0 1 8.1 64 66 1+892.0 PR-1 X 375 2 INLET B15 20.4 0.8 252.303 252.242 253.473 75 NA 7.0 1 25.8 65 67 1+917.8 PR_1 24.0 450 2 CB F7 7.6 0.9 251.753 251.723 252.503 75 NA 7.0 1 11.5 68 b 01 68 1+919.5 PR_1 16.2 900 2 MH J4 38.5 1.5 251.710 251.600 253.653 75 NA 7.0 1 167.7 75 N � 69 1+922.6 PR-1 24.7 600 2 MH J4 40.3 1.2 252.000 251.790 253.800 75 NA 7.0 1 96.7 68 d 70 1+925.4 PR_1 28.8 300 2 Inlet C15 8.2 0.8 251.910 251.833 253.500 75 NA 7.0 1 9.3 67 a � IN 71 1+933.0 PR_1 24.7 600 2 C.B. C-15 9.6 1.1 252.129 252.085 253.720 75 NA 7.0 1 20.4 69 �p 72 1+934.5 PR-1 28.7 300 2 INLET B15 9.1 1.0 252.300 252.210 253.560 75 NA 7.0 1 11.7 70 a 73 1+939.1 PR-1 24.7 600 2 INLET C 15 6.2 0.9 252.160 252.129 253.630 75 NA 7.0 1 12.0 71 74 1+940.7 PR_1 24.8 450 2 450 mm Pipe 0.9 0.4 252.668 252.660 253.323 75 NA 7.0 1 0.8 73 75 1+958.0 PR_1 16.2 900 2 MH J4 30.0 1 2.9 250.600 250.490 254.450 75 NA 7.0 1 234.5 5.1 1 Outlet to Engledow Pond Syr t 76 1+958.0 PR_1 X 300 2 CB C15 2.5 1.7 252.376 252.363 254.283 75 NA 7.0 1 5.4 75 77 1+958.0 PR 1 X 300 2 INLET B15 24.0 1.6 252.496 252.376 254.355 75 NA 7.0 1 48.2 76 ia. A. RECOMMENDED e INDIANA C� FOR APPROVA 11!11!04 DEPARTMENT OF TRANSPORTATION DESIGNATION 110 DESIGN ENfPEER DATE 9785910 20913 SK OF DESIGNED: MAB DRAWN: MAB SURVEY BOOK SHEETS ROAD SUMMARY OF QUANTITIES LPAJOB 108 of 178 STRUCTURE DATA TABLE CONTRACT PROJECT CHECKED: GAF CHECKED: GAF R-27495 STP-B886(007) NOTES: STRUCTURE DATA 1. CASTING ELEVATIONS FOR CURB CASTINGS ARE GIVEN AT THE EDGE OF PAVEMENT 2. OFFSETS FOR MANHOLES AND DITCH STRUCTURES ARE GIVEN TO THE CENTER OF THE STRUCTURE 3. FOR CATCH BASINS TYPE B & C, REFER TO INDOT STANDARD DRAWING FOR INLETS TYPE B& C AND LOWER BOTTOM OF STRUCTURE 750 mm. w LOCATION FLOW LINE z0 111 Ili _ E W Q --1 � Q -n w a- E U- W O w w z ►- ~ SIZE O > w `� U z w U Y °� ~ m GRATED BOX END SECTION SAFETY METAL � m w w = cr) z 'S 0 Ir > 2 d 0U) Q o I- 2 2 w O U) STRUCTURE DESCRIPTION w w U �- cn J > C7 Q Q > z u� z END SECTIONS w U REMARKS U) Z) STATION z J 0 w J Y U) z w -► E- m w 0 Q of w z v a 0 � o Y v U) a 0 Q m z � o- U U) m m mm m m ELEV. ELEV. U YR. m3 Mg m3 EA. TYPE SLOPE EA. SLOPE EA. 78 2+012.0 PR-1 12.5 600 2 M.H. C4 70.5 4.4 250.161 249.805 255.327 75 NA 7.0 1 586.3 81 79 2+082.5 PR-1 X 300 2 INLET C15 20.4 1.8 252.500 252.292 254.494 75 NA 7.0 1 46.4 80 80 2+082.5 PR_1 X 300 2 CB C15 1.6 2.0 252.292 252.271 254.494 75 NA 7.0 1 4.1 81 81 2+082.5 PR_1 12.5 600 2 MH C4 84.0 3.9 249.630 249.210 254.664 75 NA 7.0 1 603.7 85 82 2+107.5 PR_1 22.0 300 2 C.B. E-7 27.6 1.0 252.683 252.500 253.283 75 NA 7.0 1 36.2 79 83 2+166.5 PR-1 X 300 2 INLET B15 20.4 1.1 251.560 251.458 252.948 75 NA 7.0 1 30.1 84 84 2+166.5 PR-1 X 300 2 CB C15 1.6 1.3 251.458 251.443 252.948 75 NA 7.0 1 2.7 85 85 2+166.5 PR-1 12.5 600 2 MH C4 28.5 3.2 249.210 249.066 253.115 75 NA 7.0 1 167.3 1 86 86 2+195.0 PR-1 12.5 600 2 MH C4 10.8 3.1 249.066 249.013 252.767 75 NA 7.0 1 60.7 Outlet to Carmel Creek 87 2+228.2 PR-1 X 375 2 INLET C15 20.5 1.3 250.650 250.550 252.312 75 NA 7.0 1 39.0 88 88 2+229.7 PR-1 X 375 2 CB C15 1.7 1.5 250.550 250.530 252.299 75 NA 7.0 1 3.6 89 89 2+229.7 PR-1 12.6 900 2 MH J4 13.0 1.4 248.886 248.860 252.466 75 NA 7.0 1 54.6 Outlet to Carmel Creek 90 2+253.7 PR-1 12.6 750 2 MH J4 24.1 2.6 248.934 248.886 252.028 75 NA 7.0 1 139.5 89 91 2+266.5 PR-1 X 300 2 INLET B15 37.2 1.1 250.841 250.655 252.049 75 NA 7.0 1 54.6 87 92 2+275.0 PR-1 X 300 2 CB B15 1.7 1.2 250.677 250.654 252.066 75 NA 7.0 1 2.6 93 93 2+275.0 PR-1 12.6 750 2 MH J4 21.3 2.4 249.000 248.934 252.233 75 NA 7.0 1 115.5 90 94 2+325.2 PR-1 20.3 300 2 INLET B15 8.2 0.8 251.630 251.540 252.570 75 NA 7.0 1 9.3 95 95 2+333.4 PR-1 20.3 300 2 INLET C15 14.8 1.3 251.540 251.390 252.880 75 NA 7.0 1 25.1 96A 96A 2+345.5 PR-1 X 300 2 INLET C15 20.4 1.7 251.390 251.190 253.305 75 NA 7.0 1 44.3 96B 96B 2+345.5 PR-1 X 300 2 CB C15 1.6 1.9 251.190 251.160 253.305 75 NA 7.0 1 3.9 96C 96C 2+345.5 PR-1 12.5 750 2 MH J4 70.5 1 3.0 249.142 249.000 253.472 75 NA 7.0 1 475.9 93 97 2+441.5 PR-1 X 300 2 INLET B15 24.1 1.2 251.541 251.333 252.932 75 NA 7.0 1 36.1 98 98 2+441.5 PR-1 X 1 300 2 CB C15 1.6 1.3 251.333 251.312 252.860 75 NA 7.0 1 2.7 1 99 99 2+441.5 PR 1 16.1 750 2 MH J4 95.9 3.3 249.334 249.142 253.027 75 NA 7.0 1 696.4 96C 100 2+501.5 PR_1 X 300 2 INLET B15 25.5 1.2 251.013 250.769 252.402 75 NA 7.0 1 40.4 101 101 2+496.8 PR 1 X 300 2 CB C15 1.6 1.5 250.769 250.748 252.445 75 NA 7.0 1 3.0 102 102 2+496.8 PR-1 14.5 750 2 MH J4 60.1 2.6 249.479 249.334 252.581 75 1 NA 7.0 1 355.5 99 103 2+548.0 PR-1 X 300 2 INLET B15 20.4 1 1.2 251.383 251.175 252.772 75 NA 7.0 1 31.4 104 104 2+548.0 PR-1 X 300 2 CB C15 1.6 1.4 251.175 251.154 252.772 75 NA 7.0 1 2.9 105 105 2+548.0 PR-1 12.5 600 2 MH C4 46.6 2.6 249.600 249.479 252.939 75 NA 7.0 1 222.6 102 106 2+615.0 PR-1 X 375 2 INLET C15 20.4 2.2 249.893 249.791 252.454 75 NA 7.0 1 64.1 107 107 2+615.0 PR-1 X 375 2 CB C15 1.6 1 2.4 249.780 249.770 252.454 75 NA 7.0 1 5.4 108 108 2+615.0 PR-1 12.5 600 2 MH C4 67.0 2.5 249.763 249.600 252.621 75 NA 7.0 1 305.1 105 109 2+638.2 PR-1 17.5 300 2 C.B. E-7 24.3 1.5 250.200 249.968 251.386 75 NA 7.0 1 47.4 106 110 2+659.5 PR-1 16.5 300 2 C.B. E-7 8.8 1.2 250.220 250.133 251.740 75 NA 7.0 1 13.6 111 111 2+666.5 PR-1 X 375 2 INLET C15 20.4 1.2 250.133 250.029 251.610 75 NA 7.0 1 34.1 112 112 2+666.5 PR-1 X 375 2 CB C15 1.6 1.3 250.029 250.019 251.610 75 NA 7.0 1 3.0 113 113 2+666.5 PR-1 12.5 450 2 MH C4 51.7 1.9 249.994 249.763 251.777 75 NA 7.0 1 148.9 108 114 2+719.9 PR-1 X 300 2 CB C15 43.6 0.9 249.168 248.767 250.615 75 NA 7.0 1 53.0 1 117 115 2+719.9 PR-1 X 300 2 INLET B15 18.8 1.1 249262 249.168 250.667 75 NA 7.0 1 27.5 114 116 2+740.4 PR-l- 20.3 Existing Str. 250.376 No Change Req'd 117 2+764.0 PR-1 7.8 Existing Str. 249.745 No Change Req'd 118 2+764.2 PR-1 21.1 Existing Str. 249.730 No Change Req'd 119 2+764.6 PR-1 X Existing Str. 249.810 No Change Req'd 120 2+764.6 PR_1 X Existing Str. 249.758 No Change Req'd 121 2+768.6 PR-1 19.8 Existing Str. 249.666 No Change Req'd 122 4+952.2 S-1 18.9 Existing Str. 258.550 No Change Req'd 123 4+961.0 S-1 3.3 300 2 INLET B15 1.5 1.1 257.430 257.420 258.890 75 NA 7.0 1 2.3 124 124 4+961.0 S-1 0.3 300 2 CB C15 33.1 1.4 257.420 257.259 258.860 75 NA 7.0 1 60.2 22 125 5+024.9 S-1 X 300 2 INLET B15 21.1 1.0 257.790 257.668 259.053 75 NA 7.0 1 28.1 126 126 5+025.5 S-1 X 375 2 CB C15 43.8 1.3 257.593 257.371 259.037 75 NA 7.0 1 81.4 22 127 5+132.7 S-1 14.2 Existing Str. 258.847 No Change Req'd 128 5+132.9 S-1 21.3 Existing Str. 258.974 No Change Req'd 129 5+174.0 S-1 19.9 Existing Str. 258.885 No Change Req'd 130 5+174.1 S-1 X 375 2 INLET B15 25.8 0.7 258.050 257.920 259.131 75 NA 7.0 1 27.4 129 Connect to Existing Str. e 130A 5+182.4 S-1 19.5 Existing Str. 258.839 No Change Req'd 131 5+926.1 S-2-A 15.5 300 3 300mm Pipe 16.8 1.0 255.370 255.290 75 NA 7.0 1 22.8 10.2 2 1 Outlet to Proposed Ditch q� x 132 5+918.0 S-2-A 8.4 300 2 450mm PCB 28.0 0.4 255.600 255.460 256.400 75 NA 7.0 1 19.3 133 133 5+946.0 S-2-A 8.5 375 2 450mm PCB 3.9 0.6 255.430 255.410 256.109 75 NA 7.0 1 4.1 135 b 134 5+947.1 S-2-A X 450 2 INLET C15 8.6 0.5 255.280 255.254 256.731 75 NA 7.0 1 8.6 5.1 1 Outlet to Proposed Ditch b 135 5+947.1 S-2-A X 375 2 INLET C15 9.9 1.0 255.380 255.280 256.734 75 NA 7.0 1 15.0 134 136 6+025.4 PR-S2 X 300 2 CB B15 2.5 1.1 1 255.740 255.720 256.905 75 NA 7.0 1 3.5 138 137 6+025.4 PR-S2 X 300 2 CB B15 3.0 1.0 255.740 255.720 256.902 75 NA 7.0 1 4.1 138A R °o 138 6+028.0 PR-S2 7.2 450 2 MH C4 19.4 1.4 255.550 255.370 257.279 75 NA 7.0 1 43.0 45 a 138A 6+028.0 PR-S2 7.9 375 2 MH C4 15.2 1 1.3 255.700 255.550 257.244 75 NA 7.0 1 27.5 138 hLp 139 6+029.6 PR-S2 8.0 375 2 375mm Pipe 1.7 1.2 255.861 255.853 75 NA 7.0 1 3.1 138A ry a 140 6+060.1 PR-S2 20.2 Existing Str. 257.902 No Change Req'd 141 6+068.0 PR-S2 20.1 Existing Str. 257.607 No Change Req'd 142 6+074.7 PR-S2 8.4 Existing Str. 257.608 No Change Req'd 143 5+080.0 MONON 7.4 300 2 Drop M.H. C-4 42.1 3.8 250.815 250.401 254.092 75 NA 7.0 1 216.9 78 144 5+080.0 MONON 3.3 300 2 300mm Pipe 3.5 3.0 250.850 250.815 75 NA 7.0 1 13.7 1 143 A. rP,, RECOMMENDED a INDIANA FOR APPROVAL 11/11/04 DEPARTMENT OF TRANSPORTATION DESIGNATION 11� X13 DESIGN EN VEER DATE 9785910 .,s SUE Of DESIGNED: MAB DRAWN: MAB ROAD SUMMARY OF QUANTITIES SURVEY LPA JOB OK 109 SHEETS S 178 001.� p WIL CHECKED: GAF CHECKED: GAF STRUCTURE DATA TABLE CONTRACT PROJECT R-27495 STP-B886(007) NOTES: 1. CASTING ELEVATIONS FOR CURB CASTINGS ARE GIVEN AT THE EDGE OF PAVEMENT 2. OFFSETS FOR MANHOLES AND DITCH STRUCTURES ARE GIVEN TO THE CENTER OF THE STRUCTURE TURF DATA ASINS TYPE B & C REFER TO INDOT STANDARD DRAWING FOR INLETS TYPE B& C AND LOWER BOTTOM OF STRUCTURE 750 mmR � FOR CATCH B�T Ll 3. z LOCATION FLOW LINE w z o w 0 w 0 w 0 w O O Cr -j z � U U O w = o! 2 w � J o_ w 0 SAFETY METAL w F- w Q <C w `t w Y � Q GRATED BOX END SECTION � ~ F- SIZE z a w > (D _ D U w a- z c END SECTIONS w U REMARKS � W z W 2 W W w Q J � Q > �' e[ � W z m w w O m STRUCTURE DESCRIPTION w Y U m z W w w I- m w Q < w z tr c~r� STATION z _' tr O aa- m w C7 m o Y m U a I-- Om z o z w U a_ U Q m m ELEV. ELEV. U YR. m m3 Mg m3 EA. TYPE SLOPE EA. SLOPE EA. m m mm + 38.4 MONON 10.9 600 2 C.B. F-7 15.0 4.3 250.320 250.240 254.996 75 NA 7.0 1 120.6 145 5 78 1 146 5+138.6 MONON 3.5 300 2 Trench Drain 7.0 2.0 250.774 250.704 251.124 75 NA 7.0 1 18.0 145 9.3 m of Trench Drain (600 mm x 350 mm 0 MONON 8.9 450 2 600mm PCB 40.6 3.3 251.290 250.990 254.858 75 NA 7.0 1 212.8 145 147 5+180. 14$ 5+180.0 MONON 3.5 300 2 600mm PCB 5.4 1.7 251.523 251.470 252.123 75 NA 7.0 1 11.6 4 35.0 MONON 7.7 450 2 600mm PCB 54.8 1.3 253.360 252.920 254.988 75 NA 7.0 1 115.4 14 149 5+2 150 5+235.0 MONON 4.2 300 2 600mm PCB 12.0 0.7 253.602 253.543 254.202 75 NA 7.0 1 12.1 149 0.0 MONON 7.7 375 2 INLET F-7 44.7 0.8 254.040 253.590 254.963 75 NA 7.0 1 54.4 151 5+280.0 152 5+280.0 MONON 4.2 300 2 INLET E-7 11.6 0.3 254.420 254.305 255.023 75 NA 7.0 1 6.9 S-4 X 300 2 INLET B15 7.2 1.1 249.580 249.526 250.906 75 NA 7.0 1 9.9 154 153 8+038.4 154 8+038.4 S-4 X 300 2 CB C15 28.4 1.7 249.526 249.384 250.906 75 NA 7.0 1 61.5 No Change Req'd 200 0+909.3 PR-1 5.8 Exist MH 201 1+038.5 PR-1 7 4 Exist MH 258.383 Adjust No Change Req'd Grade 202 1+038.6 PR-1 20.7 Exist MH No Change Req'd 203 1+044.1 PR-1 20.4 Exist MH No Change Req'd 204 1+047.5 PR-1 20.5 Exist MH Adj.ust Casting to Grade 205 1+183.4 PR-1 6.0 Exist MH 259.396 Adjust Casting to Grade 206 1+187.9 PR-1 15.3 Exist MH 259.338 Reconstruct MH 0.060 m & Adjust Casting to Grade 207 1+366.3 PR-1 6.0 Exist MH 258'785 100 San. Lateral 26.0 1.7 255.859 255.599 75 NA 7.0 1 55.9 T-connection to existing sanitary sewer, PVC pipe req'd. 208 1+529.1 PR-1 20.0 257.491 Adjust Casting to Grade 209 1+549.3 PR-1 6.2 No Change Req'd 210 1+767.3 PR-1 28.3 Exist MH No Change Req'd 211 1+847.2 PR-1 28.4 Exist MH No Change Req'd 212 1+917.9 PR-1 28.6 Exist MH Adjust Casting to Grade 213 1+938.8 PR-1 18.8 Exist MH 253.835 Reconstruct MH 1.866 m & Adjust Casting to Grade 214 2+198.2 PR-1 7.9 Exist MH 252.618 Exist MH 252.756 Reconstruct MH 0.643 m & Adjust Casting to Grade 215 2+199.4 PR-1 14.3 _ 4.3 300 MH C4 11.2 4.8 246.397 246.284 250.147 75 NA 7.0 1 76.8 215 PVC pipe req' . 216 2+204.3 PR-1 2 252.172 Reconstruct o st Casting to Grade Adjust sting to Grade 217 2+283.3 PR-1 7.5 Exist MH 218 2+321.9 PR-1 16.2 Exist MH 252.800 Ad No Change Req'd 219 2+412.5 PR-1 24.3 Exist MH No Change Req'd 220 2+452.7 PR-1 25.1 Exist MH No Change Req'd 221 2+562.2 PR-1 19.1 Exist MH 222 2+703.8 PR-1 11.6 Exist MH 251.109 Adjust No Change Req'd Grade 223 2+704.9 PR-1 15.7 Exist MH 259 - - 1 2 Exist MH .945 Adjust No Change Req'd e 224 5+072.6 S 1 A 225 5+114.5 S-1-A 12.7 Exist MH 226 5+114.8 S-1-A 7.3 Exist MH 259.956 Adjust t No Change Req'd Grade 227 5+167.7 S-1-A 12.5 Exist MH Adjust Casting to Grade 8 Exist MH 259.185 Adjust Casting to Grade 228 5+185.6 S_1_A 0 229 8+068.1 S-4-A 2.5 Exist MH 250.239 y ° e , a 7% g°0 s V � q a RECOMMENDED 11111104 INDIANA FOR APPROVA DEPARTMENT OF TRANSPORTATION DESIGNATION 0 N& :Y-DESI EN EER DATE 21111113 SURVEY BOOK SHEET „o SE OF DESIGNED: MAB DRA►Md: MAB ROAD SUMMARY OF QUANTITIES LPA JOB 110 of 178 STRUCTURE DATA TABLE CONTRACT PROJECT CHECKED: GAF CHECKED: GAF R•27495 STP-B886(007) PIPE MATERIAL TABLE STRUCTURE NUMBER 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PIPE GROUP 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SMOOTH PIPE SIZE 750 mm 750 mm 450 mm 300 mm 300 mm 450 mm 300 mm 300 mm 450 mm 300 mm 300 mm 375 mm 300 mm 375 mm 300 mm 300 mm 300 mm 300 mm 300 mm 375 mm 300 mm CORRUGATED PIPE SIZE 750 mm 750 mm 450 mm 300 mm 300 mm 450 mm 300 mm 300 mm 450 mm II I I 300 mm 300 mm 375 mm 300 mm 375 mm 300 mm 300 mm 300 mm 300 mm 300 mm 375 mm 300 mm CLASS II 11 11 11 11 II 11 11 11 11 11 11 II I I I I II I I II I I RCP/RCHEP (S) Do.3 RATING 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 NON-REINFORCED CONCRETE PIPE, CLASS 3 (s) OK OK OK OK OK OK OK OK 4K OK OK OK OK OK OK OK OK OK OK OK OK CORRUGATED PE PIPE,TYPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK RIBBED PE PIPE (S) OK OK OK OK OK SMOOTH WALL PE PIPE (s)/MAXIMUM DR OK/26 0K126 OK/26 OK/26 OK/26 4K/26 OK/26 OK/26 OK/26 OK/26 OKl26 OK/26 OKI26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 PROFILE WALL PVC PIPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK SMOOTH WALL PVC PIPE(S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK VITRIFIED CLAY PIPE, EXTRA STRENGTH (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK CORR. PROFILE 68 mm x 13 mm 68 mm x 13 mm 68 mm x 13 mm 68 mm x 13 mm 68 mm x 13 mm 68 mm x 13 mm 68 mm x 13 mm 68 mm x 13 mm FULLY BIT. PAVED & LINED (s) THICKNESS 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm U CORR. PROFILE Q ZINC COATED (C) THICKNESS a CORR. PROFILE a ZINC COATED W/BPI (C) THICKNESS a CORR. PROFILE Q_ ALUM. COATED TYPE 2 (C) THICKNESS J w CORR. PROFILE ALUM. COATED TYPE 2 W/BPI (C) U) THICKNESS 0 POLYMER PRECOATED GALVANIZED CORR. PROFILE Q (C) THICKNESS C9 FIBER BONDED BITUMINOUS CORR. PROFILE 0 O COATED (C) THICKNESS U FIBER BONDED BITUMINOUS CORR. PROFILE COATED W/BPI (C) THICKNESS CORRUGATED ALUM. ALLOY CORR. PROFILE PIPE (C) THICKNESS CORRUGATED ALUM. ALLOY CORR. PROFILE PIPE W/BPI (C) THICKNESS STR. PLATE ALUMINUM CORR. PROFILE ALLOY PIPE (C) THICKNESS STR. PLATE ALUMINUM CORR. PROFILE ALLOY PIPE W/CFP (C) THICKNESS CORR. PROFILE STR. PLATE STEEL PIPE (C) THICKNESS** STR. PLATE STEEL PIPE CORR. PROFILE W/CFP (C) THICKNESS** STRUCTURE NUMBER LEGEND 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 PIPE GROUP 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 RCP- REINFORCED CONCRETE PIPE SMOOTH PIPE SIZE 300 mm 450 mm 300 mm 300 mm 450 mm 300 mm 300 mm 450 mm 300 mm 300 mm 450 mm 300 mm 300 mm 450 mm 300 mm 300 mm 450 mm RCHEP- REINFORCED CONCRETE CORRUGATED PIPE SIZE 300 mm 450 mm 300 mm 300 mm 450 mm 300 mm 300 mm 450 mm 300 mm 300 mm 450 mm 300 mm 300 mm 450 mm 300 mm 300 mm 450 mm HORIZONTAL ELLIPTICAL PIPE CLASS II 11 11 II II II II II II II II 11 11 II 11 11 11 PE- POLYETHYLENE RCP/RCHEP (S) Do.3 RATING 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 DR- DIMENSION RATIO NON-REINFORCED CONCRETE PIPE, CLASS 3 (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK PVC- POLYVINYL CHLORIDE CORRUGATED PE PIPE, TYPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK BIT- BITUMINOUS RIBBED PE PIPE (S) OK OK OK OK OK OK CORR- CORRUGATION SMOOTH WALL PE PIPE (S)/MAXIMUM DR OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 0K126 OK/26 0K126 OK/26 BPI- BITUMINOUS PAVED INVERT PROFILE WALL PVC PIPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK ALUM- ALUMINUM SMOOTH WALL PVC PIPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK STR- STRUCTURAL VITRIFIED CLAY PIPE, EXTRA STRENGTH (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK CFP- CONCRETE FIELD PAVING CORR. PROFILE 68 mm x 13 mm 68 mm x 13 mm 68 mm x 13 mm 68 mm x 13 mm 68 mm x 13 mm 68 mm x 13 mm CIR- CIRCULAR PIPE FULLY BIT. PAVED & LINED (S) THICKNESS 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm DEF DEFORMED PIPE T_ (S)_ SMOOTH PIPE MATERIAL U CORR. PROFILE (C)- CORRUGATED PIPE MATERIAL Q ZINC COATED (C) THICKNESS OK- ACCEPTABLE FOR USE a CORR. PROFILE a ZINC COATED W/BPI (C) THICKNESS (LS)- LOCK SEAM PIPE REQUIRED REFER TO STANDARD DRAWING 715- a CORR. PROFILE PHCL-18 OR 19 FOR NOMINAL a ALUM. COATED TYPE 2 (C) THICKNESS w CORK. PROFILE DIAMETER APPROPRIATE FOR PAY F_ ALUM. COATED TYPE 2 W/BPI (C) ITEM DIAMETER THICKNESS ** o POLYMER PRECOATED GALVANIZED CORR. PROFILE TABULATED THICKNESS REFERS TO (C) THICKNESS TOP & SIDE PLATES. BOTTOM W_ FIBER BONDED BITUMINOUS CORR. PROFILE o COATED {c} THICKNESS PLATES SHALL BE OF NEXT GREATER AVAILABLE THICKNESS. FIBER BONDED BITUMINOUS CORR. PROFILE COATED W/BPI (C) THICKNESS CORRUGATED ALUM.ALLOY CORR. PROFILE • PIPE (C) THICKNESS CORRUGATED ALUM.ALLOY CORR. PROFILE PIPE W/BPI (C) THICKNESS STR. PLATE ALUMINUM CORR. PROFILE " ALLOY PIPE (C) THICKNESS Vti STR. PLATE ALUMINUM CORR. PROFILE r � ALLOY PIPE W/CFP (C) THICKNESS cy CORR. PROFILE STR. PLATE STEEL PIPE (C) THICKNESS''* STR. PLATE STEEL PIPE CORR. PROFILE W/CFP (C) I THICKNESS** A�tttt{It111Ylffltlll! %,,� RECOMMENDED INDIANA DESIGNATION FOR V 11111/04 AP DEPARTMENT OF TRANSPORTATION DESIGN E NEER DATE I L 9785910 ' 20913 - SURVEY BOOK SHEETS ,o STATE OF DESIGNED: MK DRAWN: MAB LPA JOB 111 Of 178 %��p�.'''• !Y(�IAt =��`4��; PIPE MATERIAL SHEET CONTRACT PROJECT CHECKED: MAB CHECKED: GAF R-27495 , STP-8886(007) y'4lrlku IlgtlSt►ttttt N:\Carmel\11611i Plans\Tables\[PipeMatTbll.xls]Metric 9-26-2006 8:17:00 AM PIPE MATERIAL TABLE STRUCTURE NUMBER 49 50 51 52 55 56 57 58 59 60 60A 61 62 63 64 65 66 67 68 69 70 PIPE GROUP 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SMOOTH PIPE SIZE 300 mm 300 mm 300 mm 600 mm 300 mm 450 mm 300 mm 300 mm 300 mm 675 mm 600 mm 675 mm 300 mm 300 mm 675 mm 375 mm 375 mm 450 mm 900 mm 600 mm 300 mm CORRUGATED PIPE SIZE 300 mm 300 mm 300 mm 600 mm 300 mm 450 mm 300 mm 300 mm 300 mm 675 mm 600 mm 675 mm 300 mm 300 mm 675 mm 375 mm 375 mm 450 mm 900 mm 600 mm 300 mm RCP/RCHEP (S) CLASS 11 II 11 11 II 11 11 II II II 11 11 II 11 II II II II 11 11 11 Do.3 RATING 50 50 50 50 60 50 60 50 60 50 50 50 50 50 50 50 50 50 50 50 50 NON-REINFORCED CONCRETE PIPE, CLASS 3 (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK CORRUGATED PE PIPE, TYPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK RIBBED PE PIPE(S) OK OK OK OK OK OK OK OK SMOOTH WALL PE PIPE (S)/MAXIMUM DR OK/26 OK/26 OK/26 OK/26 OK126 OK/26 OK/26 OK/26 OK/26 OK/26 0K126 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 PROFILE WALL PVC PIPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK SMOOTH WALL PVC PIPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK VITRIFIED CLAY PIPE, EXTRA STRENGTH (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK FULLY BIT. PAVED & LINED (S) CORR. PROFILE 68 mm X 13 mm 68 mm X 13 mm 68 mm x 13 mm 68 mm x 13 mm 68 mm x 13 mm 68 mm X 13 mm 68 mm X 13 mm 68 mm X 13 mm 68 mm X 13 mm 68 mm X 13 mm 68 mm X 13 mm = THICKNESS 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm CORR. PROFILE Q ZINC COATED (C) THICKNESS w CL ZINC COATED W/ BPI (C) CORR. PROFILE �- THICKNESS w 1L CORR. PROFILE a ALUM. COATED TYPE 2 (C) THICKNESS w w CORR. PROFILE ALUM. COATED TYPE 2 W/ BPI (C) o THICKNESS POLYMER PRECOATED GALVANIZED CORR. PROFILE Q (C) THICKNESS c� D FIBER BONDED BITUMINOUS CORR. PROFILE p COATED (C) THICKNESS U FIBER BONDED BITUMINOUS CORR. PROFILE COATED W/BPI (C) THICKNESS CORRUGATED ALUM. ALLOY CORR. PROFILE PIPE (C) THICKNESS CORRUGATED ALUM.ALLOY CORR. PROFILE PIPE W/BPI (C) THICKNESS STR. PLATE ALUMINUM CORR. PROFILE ALLOY PIPE (C) THICKNESS STR. PLATE ALUMINUM CORR. PROFILE ALLOY PIPE W/CFP (C) THICKNESS STR. PLATE STEEL PIPE (C) CORR. PROFILE THICKNESS*" STR. PLATE STEEL PIPE CORR. PROFILE W/CFP (C) THICKNESS** STRUCTURE NUMBER LEGEND 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 PIPE GROUP 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 RCP- REINFORCED CONCRETE PIPE SMOOTH PIPE SIZE 600 mm 300 mm 600 mm 450 mm 900 mm 300 mm 300 mm 600 mm 300 mm 300 mm 600 mm 300 mm 300 mm 300 mm 600 mm 600 mm 375 mm RCHEP- REINFORCED CONCRETE CORRUGATED PIPE SIZE 600 mm 300 mm 600 mm 450 mm 900 mm 300 mm 300 mm 600 mm 300 mm 300 mm 600 mm 300 mm 300 mm 300 mm 600 mm 600 mm 375 mm HORIZONTAL ELLIPTICAL PIPE CLASS 11 it 11 11 11 11 11 11 11 it 11 11 11 11 11 11 11 RCP/RCHEP (S) DD.3 RATING 50 50 50 50 50 50 50 60 50 60 60 50 50 50 50 50 50 PE- POLYETHYLENE DR- DIMENSION RATIO NON-REINFORCED CONCRETE PIPE, CLASS 3 (S) OK OK OK OK OK OK OK OK OK OK OK OK OK PVC- POLYVINYL CHLORIDE CORRUGATED PE PIPE, TYPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK BIT- BITUMINOUS RIBBED PE PIPE (S) OK OK OK OK OK OK OK CORR- CORRUGATION SMOOTH WALL PE PIPE (S)/MAXIMUM DR OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 0K126 OK/26 OK/26 OK/26 OKt26 BPI- BITUMINOUS PAVED INVERT PROFILE WALL PVC PIPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK ALUM- ALUMINUM SMOOTH WALL PVC PIPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK STR- STRUCTURAL VITRIFIED CLAY PIPE, EXTRA STRENGTH (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK CFP- CONCRETE FIELD PAVING CORR. PROFILE 68 mm X 13 mm 68 mm x 13 mm 68 mm X 13 mm 68 mm X 13 mm 68 mm X 13 mm 68 mm X 13 mm 68 mm X 13 mm 68 mm X 13 mm 68 mm X 13 mm FULLY BIT. PAVED & LINED (S) THICKNESS 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm DEF CIRCULAR PIPE EF DEFORMED PIPE CORR. PROFILE Of ZINC COATED (C) (S)- SMOOTH PIPE MATERIAL w THICKNESS (C)- CORRUGATED PIPE MATERIAL d ZINC COATED W/BPI (C) CORR. PROFILE OK- ACCEPTABLE FOR USE THICKNESS w (LS)- LOCK SEAM PIPE REQUIRED a ALUM. COATED TYPE 2 (C) CORK. PROFILE *- REFER TO STANDARD DRAWING 715- w THICKNESS PHCL-18 OR 19 FOR NOMINAL t j ALUM. COATED TYPE 2 W/BPI (C) CORR. PROFILE o THICKNESS DIAMETER APPROPRIATE FOR PAY w POLYMER PRECOATED GALVANIZED CORR. PROFILE ITEM DIAMETER j (C) THICKNESS ** ly FIBER BONDED BITUMINOUS CORR. PROFILE TABULATED THICKNESS REFERS TO TOP & SIDE PLATES. BOTTOM V c p COATED (C) THICKNESS FIBER BONDED BITUMINOUS CORR. PROFILE PLATES SHALL BE OF NEXT � COATED Wl BPI (C) THICKNESS GREATER AVAILABLE THICKNESS. . ^ CORRUGATED ALUM.ALLOY CORR. PROFILE •� PIPE (C) THICKNESS 2 �` 51, W CORRUGATED ALUM.ALLOY CORR. PROFILE w PIPE W/BPI (C) THICKNESS L STR. PLATE ALUMINUM CORR. PROFILE x ALLOY PIPE (C) THICKNESS ZSTR. PLATE ALUMINUM CORR. PROFILE ALLOY PIPE W/CFP (C) THICKNESS �i� 'It�x STR. PLATE STEEL PIPE (C) CORR. PROFILE THICKNESS'* STR. PLATE STEEL PIPE CORR. PROFILE W/CFP (C) THICKNESS*` ttitriRuury f „' RECOMMENDED op INDIANA FOR APPROVAL C4 11/11/04 DEPARTMENT OF TRANSPORTATION DESIGNATION NO. st 13 x DESIGN ENG ER DATE 9785910 .o STATE OF = DESIGNED: MK DRAWN: MAB SURVEY BOOK SHEETS LPA JOB 112 of 178 PIPE MATERIAL SHEET CONTRACT PROJECT Np4. w CHECKED: MAB CHECKED: GAF R-27495 STP-B886(007) N:\Carmel\116th8t\Places\Tables\[PipeMatTbll.xls]Metiic(2) 9-26-2006 8:17:00 AM PIPE MATERIAL TABLE STRUCTURE NUMBER 88 89 90 91 92 93 94 95 96A 96B 96C 97 98 99 100 101 102 103 104 105 106 PIPE GROUP 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SMOOTH PIPE SIZE 375 mm 900 mm 750 mm 300 mm 300 mm 750 mm 300 mm 300 mm 300 mm 300 mm 750 mm 300 mm 300 mm 750 mm 300 mm 300 mm 750 mm 300 mm 300 mm 600 mm 375 mm CORRUGATED PIPE SIZE 375 mm 900 mm 750 mm 300 mm 300 mm 750 mm 300 mm 300 mm 300 mm 300 mm 750 mm 300 mm 300 mm 750 mm 300 mm 300 mm 750 mm 300 mm 300 mm 600 mm 375 mm RCP/RCHEP (S) CLASS II II II 11 II 11 II II II II II II II II II II II II II II II Do.3 RATING 50 50 50 50 50 50 50 50 50 60 60 50 50 60 50 50 50 50 50 50 50 NON-REINFORCED CONCRETE PIPE, CLASS 3 (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK CORRUGATED PE PIPE, TYPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK RIBBED PE PIPE (S) OK OK OK OK OK OK OK SMOOTH WALL PE PIPE (s)/MAXIMUM DR OK126 OK126 OK/26 OK/26 0K126 OK126 OK/26 OK126 OK/26 OK126 OK/26 OK126 OK/26 OK/26 OK/26 OK126 OK(26 OK/26 OK/26 OK/26 OK/26 PROFILE WALL PVC PIPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK SMOOTH WALL PVC PIPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK VITRIFIED CLAY PIPE, EXTRA STRENGTH (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK FULLY BIT. PAVED& LINED {S) CORK. PROFILE 68 mm X 13 mm 68 mm X 13 mm 68 mm x 13 mm 68 mm X 13 mm 68 mm x 13 mm 68 mm X 13 mm 68 mm X 13 mm 68 mm X 13 mm 68 mm X 13 mm = THICKNESS 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm v CORR. PROFILE ZINC COATED (C) Q THICKNESS w a CORR. PROFILE Fl ZINC COATED W/BPI (C) w THICKNESS °- CORR. PROFILE a ALUM. COATED TYPE 2 (C) THICKNESS w w CORR. PROFILE ALUM. COATED TYPE 2 W/BPI (C) THICKNESS o POLYMER PRECOATED GALVANIZED CORR. PROFILE O (C) THICKNESS FIBER BONDED BITUMINOUS CORR. PROFILE p COATED (C) THICKNESS FIBER BONDED BITUMINOUS CORR. PROFILE COATED W/BPI (C) THICKNESS CORRUGATED ALUM. ALLOY CORR. PROFILE PIPE (C) THICKNESS CORRUGATED ALUM.ALLOY CORR. PROFILE PIPE W/BPI (C) THICKNESS STR. PLATE ALUMINUM CORR. PROFILE ALLOY PIPE (C) THICKNESS STR. PLATE ALUMINUM CORR. PROFILE ALLOY PIPE W/CFP (C) THICKNESS STR. PLATE STEEL PIPE (C) CORR. PROFILE THICKNESS** STR. PLATE STEEL PIPE CORR. PROFILE W/CFP (C) THICKNESS* STRUCTURE NUMBER LEGEND 107 108 109 110 111 112 113 114 115 123 124 125 126 130 132 133 134 PIPE GROUP 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 RCP- REINFORCED CONCRETE PIPE SMOOTH PIPE SIZE 375 mm 600 mm 300 mm 300 mm 375 mm 375 mm 450 mm 300 mm 300 mm 300 mm 300 mm 300 mm 375 mm 375 mm 300 mm 375 mm 450 mm CORRUGATED PIPE SIZE 375 mm 600 mm 300 mm 300 mm 375 mm 375 mm 450 mm 300 mm 300 mm 300 mm 300 mm 300 mm 375 mm 375 mm 300 mm 375 mm 450 mm RCHEP- REINFORCED CONCRETE RCP/RCHEP (S) CLASS II ii II II it II II II II II II II II II II it II HORIZONTAL ELLIPTICAL PIPE D0.3 RATING 50 50 50 50 50 50 50 50 50 50 50 50 50 50 60 50 50 PE- POLYETHYLENE NON-REINFORCED CONCRETE PIPE, CLASS 3 (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK DR- DIMENSION RATIO CORRUGATED PE PIPE, TYPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK PVC- POLYVINYL CHLORIDE RIBBED PE PIPE (S) OK OK BIT- BITUMINOUS SMOOTH WALL PE PIPE (S)/MAXIMUM DR OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 0K126 OK/26 OK/26 0K126 OK/26 0Kt26 CORR- CORRUGATION PROFILE WALL PVC PIPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK BPI- BITUMINOUS PAVED INVERT SMOOTH WALL PVC PIPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK ALUM- ALUMINUM VITRIFIED CLAY PIPE, EXTRA STRENGTH (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK STR- STRUCTURAL FULLY BIT. PAVED & LINED (S) CORR. CFP- CONCRETE FIELD PAVING PROFILE 68 mm X 13 mm 68 mm X 13 mm 68 mm X 13 mm 68 mm X 13 mm 68 mm x 13 mm 68 mm X 13 mm 68 mm X 13 mm 68 mm X 13 mm 68 mm x 13 mm CIR- CIRCULAR PIPE THICKNESS 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm DEF DEFORMED PIPE U CORR. PROFILE Q ZINC COATED (C) u1 THICKNESS (S)- SMOOTH PIPE MATERIAL a ZINC COATED W/BPI (C) CORR. PROFILE (C)- CORRUGATED PIPE MATERIAL w THICKNESS OK- ACCEPTABLE FOR USE - LOCK SEAM PIPE REQUIRED FL ALUM. COATED TYPE 2 (C) CORR. PROFILE (LS) w THICKNESS S * REFER TO STANDARD DRAWING 715- ALUM. COATED TYPE 2 W/BPI (C) CORR. PROFILE PHCL-18 OR 19 FOR NOMINAL o THICKNESS DIAMETER APPROPRIATE FOR PAY Q POLYMER PRECOATED GALVANIZED CORR. PROFILE ITEM DIAMETER THICKNESS **_ � FIBER BONDED BITUMINOUS CORR. PROFILE TABULATED THICKNESS REFERS TO V o p COATED (C) THICKNESS TOP & SIDE PLATES. BOTTOM U FIBER BONDED BITUMINOUS CORR. PROFILE PLATES SHALL BE OF NEXT y a COATED W/BPI (C) THICKNESS GREATER AVAILABLE THICKNESS. •V J',n v y CORRUGATED ALUM.ALLOY CORR. PROFILE z fi PIPE (C) THICKNESS W CORRUGATED ALUM.ALLOY CORR. PROFILE PIPE W/BPI (C) THICKNESS L, STR. PLATE ALUMINUM CORR. PROFILE ALLOY PIPE (C) V THICKNESS z STR. PLATE ALUMINUM CORR. PROFILE t ALLOY PIPE W/CFP (C) THICKNESS STR. PLATE STEEL PIPE (C) CORR. PROFILE THICKNESS STR. PLATE STEEL PIPE CORR. PROFILE W/CFP (C) THICKNESS** Ai RECOMMENDED op INDIANA } '� FOR APPROVA cv 11111/04 DEPARTMENT OF TRANSPORTATION DESIGNATION 20913 _ DESIGN EN ER DATE 9785910 .o STATE OF DESIGNED: MK DRAWN: MAB SURVEY BOOK SHEETS :,�,�4�, ''••��DIA�=•'•��,,� PIPE MATERIAL SHEET LPA JOB 113 of 178 CHECKED: MAB CHECKED: GAF CONTRACT PROJECT `f/,yff«fIW11B51gµ � R-27495 STP-B886(007) N:\Carmel\116diWlans\Tables\[PipeMatTbll.xls]Metric(3) 9-26-2006 8:17:00 AM PIPE MATERIAL TABLE STRUCTURE NUMBER 135 136 137 138 138A 139 143 144 145 146 147 148 149 150 151 152 153 154 131 PIPE GROUP 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 SMOOTH PIPE SIZE 375 mm 300 mm 300 mm 450 mm 375 mm 375 mm 300 mm 300 mm 600 mm 300 mm 450 mm 300 mm 450 mm 300 mm 375 mm 300 mm 300 mm 300 mm 300 mm CORRUGATED PIPE SIZE 375 mm 300 mm 300 mm 450 mm 375 mm 375 mm 300 mm 300 mm 600 mm 300 mm 450 mm 300 mm 450 mm 300 mm 375 mm 300 mm 300 mm 300 mm 300 mm RCP/RCHEP (S) CLASS II II 11 11 it 11 111 11 II 11 11 11 II 11 II 111 II 0 II Do_3 RATING 50 50 50 50 50 50 75 60 60 60 60 50 50 50 50 75 50 50 NON-REINFORCED CONCRETE PIPE, CLASS 3 (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK CORRUGATED PE PIPE, TYPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK RIBBED PE PIPE (S) OK OK OK OK SMOOTH WALL PE PIPE (S)/MAXIMUM DR OK126 OK/26 OK/26 0K126 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK/26 OK126 PROFILE WALL PVC PIPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK SMOOTH WALL PVC PIPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK VITRIFIED CLAY PIPE, EXTRA STRENGTH (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK FULLY BIT. PAVED & LINED (S) CORR. PROFILE 68 mm x 13 mm 68 mm x 13 mm 68 mm x 13 mm 68 mm x 13 mm 68 mm x 13 mm 68 mm x 13 mm 68 mm x 13 mm 68 mm x 13 mm = THICKNESS 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm 2.77 mm v CORR. PROFILE ZINC COATED (C) Q THICKNESS Lb a CORR. PROFILE a ZINC COATED W/BPI (C) w THICKNESS a CORR. PROFILE a ALUM. COATED TYPE 2 (C) THICKNESS w w CORR. PROFILE ALUM. COATED TYPE 2 W/BPI (C) o THICKNESS POLYMER PRECOATED GALVANIZED CORR. PROFILE Q O (C) THICKNESS Z) FIBER BONDED BITUMINOUS CORR. PROFILE p COATED (C) THICKNESS FIBER BONDED BITUMINOUS CORR. PROFILE COATED W/BPI (C) THICKNESS CORRUGATED ALUM. ALLOY CORR. PROFILE PIPE (C) THICKNESS 68mmX13mm CORRUGATED ALUM. ALLOY CORR. PROFILE 1.52 PIPE W/BPI (C) THICKNESS STR. PLATE ALUMINUM CORR. PROFILE ALLOY PIPE (C) THICKNESS STR. PLATE ALUMINUM CORR. PROFILE ALLOY PIPE W/CFP (C) THICKNESS STR. PLATE STEEL PIPE (C) CORR. PROFILE THICKNESS** STR. PLATE STEEL PIPE CORR. PROFILE W/CFP (C) THICKNESS** STRUCTURE NUMBER LEGEND PIPE GROUP SMOOTH PIPE SIZE RCP- REINFORCED CONCRETE PIPE CORRUGATED PIPE SIZE RCHEP- REINFORCED CONCRETE RCP/RCHEP (S) CLASS HORIZONTAL ELLIPTICAL PIPE D0.3 RATING PE- POLYETHYLENE ON-REINFORCED CONCRETE PIPE, CLASS 3 (S) DR- DIMENSION RATIO CORRUGATED PE PIPE, TYPE (S) PVC- POLYVINYL CHLORIDE RIBBED PE PIPE (S) BIT- BITUMINOUS SMOOTH WALL PE PIPE (S)I MAXIMUM DR CORR— CORRUGATION PROFILE WALL PVC PIPE (S) BPI- BITUMINOUS PAVED INVERT SMOOTH WALL PVC PIPE (S) ALUM— ALUMINUM VITRIFIED CLAY PIPE, EXTRA STRENGTH (S) STR— STRUCTURAL FULLY BIT. PAVED & LINED (S) CORR. PROFILE CFP- CONCRETE FIELD PAVING = THICKNESS CIR- CIRCULAR PIPE ZINC COATED (C) CORR. PROFILE DEF DEFORMED PIPE w THICKNESS (S)- SMOOTH PIPE MATERIAL CORK. PROFILE (C)— CORRUGATED PIPE MATERIAL a ZINC COATED W/BPI (C) THICKNESS OK- ACCEPTABLE FOR USE w CL a ALUM. COATED TYPE 2 (C) CORR. PROFILE (LS)— LOCK SEAM PIPE REQUIRED _ THICKNESS REFER TO STANDARD DRAWING 715— w CORR. PROFILE PHCL-18 OR 19 FOR NOMINAL ALUM. COATED TYPE 2 W/BPI (C) THICKNESS 0 DIAMETER APPROPRIATE FOR PAY POLYMER PRECOATED GALVANIZED CORR. PROFILE ITEM DIAMETER C7 (C) THICKNESS FIBER BONDED BITUMINOUS CORR. PROFILE TABULATED THICKNESS REFERS TO p COATED (C) THICKNESS TOP & SIDE PLATES. BOTTOM FIBER BONDED BITUMINOUS CORR. PROFILE PLATES SHALL BE OF NEXT COATED W/BPI (C) THICKNESS GREATER AVAILABLE THICKNESS. v y CORRUGATED ALUM. ALLOY CORR. PROFILE y •� PIPE (C) THICKNESS cy CORRUGATED ALUM. ALLOY CORR. PROFILE PIPE W/BPI (C) THICKNESS Vc C STR. PLATE ALUMINUM CORR. PROFILE (C ALLOY PIPE ) THICKNESS Z STR. PLATE ALUMINUM CORR. PROFILE L,r ALLOY PIPE W/CFP (C) THICKNESS CORR. PROFILE STR. PLATE STEEL PIPE (C) THICKNESS** STR. PLATE STEEL PIPE CORR. PROFILE W/CFP (C) THICKNESS'* �,,Y`�yt`ttttit A ti t i S n I I W I k 1 y�i A. �1P,�rf��''�% RECOMMENDED INDIANA DESIGNATION FOR APPROVAL CO 11/11/04 DEPARTMENT OF TRANSPORTATION 204]J _ DESIGN ENG6tER DATE 9785910 x .o STA1E OF 4. DESIGNED: MK DRAWN: MAB SURVEY BOOK SHEETS �a�;•!N , %, �, .•DIAt�'`-.°' ,�S�,. LPA JOB 114 Of 178 ,�r, , � N ��Cs���,,�� PIPE MATERIAL SHEET CHECKED: MAB CHECKED: GAF CONTRACT PROJECT R-27495 STP-8886(007) N:\Carmel\116thStTlaw\Tables\[PipeMatnll.xls]Mebic(4) 9-26-2006 8:17:00 AM