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Old Meridian Street Plans (2) r PROJECT DESIGNATION STP-IN5 CONTRACT IN48(032) 9980500 - TRAFFIC DATA GUILFORD RD. TRAFFIC DATA OLD MERIDIAN D N ST. CONTRACT ' A N A.A.D.T. (2005) 6,300 V.P.D. A.A.D.T. (2005) 1 1,000 V.P.D. R-27940 —..--- A - --- — A.A.D.T. (2023) 9,000 V.P.D. A.A.D.T. (2023) 15,700 V.P.D. D.F1.V. (2 023 _ 900_ V.P.H. _ D.H.V. 2023, 1,570 V.P.H. EPAR DIRECTIONAL DISTRIBUTION 50 % — DIRECTIONAL DISTRIBUTION 50 1111 E N T O � TRUCKS 3 % D.H.V. TRUCKS - - 5 o D.H.V. 3 % A.A.D.T. 5 % A.A.D.T. TRANSPORTATIO14 DESIGN DATA DESIGN DATA DESIGN SPEED ___ ____ 50 Km/h DESIGN SPEED 60 Km/h - PROJECT DESIGN CRITERIA 3R (NON-FREEWAY) PROJECT DESIGN CRITERIA RECONSTRUCTION (NON-FREEWAY) FUNCTIONAL CLASSIFICATION LOCAL AGENCY CCLLECTOR FUNCTIONAL CLASSIFICATION PRINCIPAL ARTERIAL RURAL URBAN — URBAN (Built Up) RURAL/URBAN URBAN (Built Up) ROAD PLANS TERRAIN — LEVEL — TERRAIN LEVEL ACCESS CONTROL NONE ACCESS CONTROL T NONE TRAFFIC DATA PENNSYLVANIA ST. TRAFFIC DATA MAIN ST. (131 st) A.A.D.T. (2005) 7,000 V.P.D. A.A.D.T. (2005) 7,400 V.P.D. A.A.D.T. (2023) 10,000 V.P.D. A.A.D.T. (2023) 10,600 V.P.D. D.H.V. (2023) 1,000 V.P.H. D.H.V. (2023) 1,060 V.P.H. DIRECTIONAL DISTPIBUTION 50 DIRECTIONAL DISTRIBUTION 50 TRUCKS 3 % D.H.V. TRUCKS 3 % D.H.V. RECONSTRUCTION WITH ADDED TRAVEL LANES ON OLD MERIDIAN ST., BEGINNING AT A POINT APPROXIMATELY — 3 % A.A.D.T. __ 3 � A.A.D.T. 160m SOUTHWEST OF PENNSYLVANIA RD., TO A POINT APPROXIMATELY 49m NOR-FH OF GUILFORD RD. ALL IN SECT. 35 & 36, 26 & 25, R--3--E, T. 18 N. CLAY TOWNSHIP, HAMILTON COUNT`(, INDIANA. DESIGN DATA DESIGN DATA DESIGN SPEED 50 Km/h DESIGN SPEED 50 Km/h PROJECT DESIGN CRITERIA RECONSTRUCTION (NON-FREEWAY) PROJECT DESIGN CRITERIA 3R (NON-FREEWAY) FUNCTIONAL CLASSIFICATION LOCAL STREET FUNCTIONAL CLASSIFICATION LOCAL AGENCY COLLECTOR RURAL/URBAN — URBAN (Built Up) RURAL/URBAN URBAN PROJECT NO . (Burt Up> TERRAIN LEVEL TERRAIN LEVEL ACCESS CONTROL ,,. NONE _ ACCESS CONTROL NONE STPAN48 TRAFFIC DATA W. CARMEL DR. A.A.D.T. (2005) 9,000 V.P.D. A.A.D.T. (2023) 12,800 V.P.D. D.H.V. 202`, 1,280 V.P.H. DIRECTIONAL DISTRIBUTION 50 TRUCKS 3 % D.H.V. GROSS I-ENGTH:-- 2.206 Km 3 % A.A.D.T. NET LENGTH:- 2.206 Km SCALES: DESIGN DATA 17ON(;: - i = 300 PROFILE HORIZ:-- 1 = 30CJ DESIGN SPEED 50 Km/h MAX GRADE = 2.23:5 o PROJECT DESIGN CRITERIA 3R NON-FREEWAY -:RA"`S. = 300 R.3E. VERT:- f = 100 ( ) FUNCTIONAL CLASSIFICATION LOCAL AGENCY COLLECTOR RURAL URBAN o lil ° _ URBAN (Built Up) TERRAIN LEVEL l o ' zl L ACCESS CONTROL NONE Q). i_ { I III s END PROJECT II % P.O.T. Sta. 14+503.699 "A" U I �t.36th 1 I = - END CONSTRUCTION a` o 31 , Sta. 5+ 104.000 "PR-5„ . Inv BEGIN CONSTRUCTION = ;i Sta. 4+916.020 PR-4 l 1 END CONSTRUCTION -= 1 31 s - Sta. +094.000 PR-4 T.18N. , TRAFFIC SIGNAL LOC. NO. 1 �• CLAY � 1,1V P . BEGIN CONSTRUCTION I Dorset Blvd. Sta. 4+968.888 "PR-3" o C�' o END CONSTRUCTION I _ J,I Sta. 5+ 14-2000 "PR-2" .- o UI ~ o i I ' / 122nd St. BEGIN PROJECT %' - �^ j' NOT TO SCALE PROJECT LOCATION SHOWN BY �- P.O.T. Sta. 12+297.305 A. END CONSTRUCTION Sta. 5+098,888 "PR-3" LEGEND BEGIN CONSTRUCTION Sta. 4+83.729 "PR-2" a CARMEL, INDIANA Q) [INDIANA DEPARTMENT OF TRANSPORTATION 0 STANDARD SPECIFICATIONS DATED 1999 TO BE USED WITH THESE PLANS] -- --- o FEDERAL HIGHWAY ADMINI' T-RA11-1 N ( PLANS ---- ��►�� FILE U.S. DEPT. OF TRANSPORTATION PREPARED 3Y: 44tOt � S �I�C- .� J. % (31 7)?1 461 5 �......... . % 3743 -9 I APPROVED.- DESIGNATION PHONE NUMBER � RFp-9 � __4 Butler Nairman Seufert ------ ---------- I Q = 9980500 C O N S U L T I N G E N G I N E S F(S � DATE CERTIFIED BY: O�-II-OS _� '•PE60910078 cr_ 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUl;r 0 SHEET DATE �O'.• STATE OF J INDIANAPOLIS, IN. 46240 MERRILL-VILLE, IN. 4641C I APPROVED %i't� /NDIANP•' �� 1 of 119 ---I FAX 317 713-4616 FAX 219 769-27,77 F �i��lS 17 713--4615 219 769-2...�3 z OR LETTING: --- -- - --- --- --- --- ----- — -- - -- -- - ' S/Q CONTRACT PROJECT DIVISION ADMINISTRATOR I E ��i��N�� CHiL F, DIVISION OF DESIG J DATE J R-27940 STP-IN50(001), IN48(032) S o � 03�� srp_ �/�`o 00 � J N � C UTILITIES GENERAL NOTES e INDEX TELEPHONE. WATER & SEWAGE Some of the utility information shown on the plans was obtained from record information furnished by others. SHEET N0. DESIGNATION SBC CITY OF CARMEL, UTIL ITIES 5,558 N. COLLEGE AVENUE ONE C/,'/C SQUARE Contractor shall verify location of all utilities prior to construction. 1 TITLE SHEET INDIANAPOLIS, IN 46220-2552 CARMFL, IN. 46032 2 INFORMATION SHEET ATTN- GREG CAMMACK ATTN. JOHN DUFFY ELEV. NOTE 3-6 TYPICAL CROSS SECTIONS (377)252-5134 (317)571-2451 Project datum elevation shown on plans is 0.360 meters low in reference to NAVD 88. 7-10 PLAT 1 11 ADVANCE SIGNAGE & DETOUR DETAIL MCLFOD USA VEOL/A WATER INDIANAPOLIS REPRESENTS GENERAL NOTES REQUIRED 12-25 MAINTENANCE OF TRAFFIC 26-41 PLAN & PROFILES 7,999 CENTERPOINT DR., STE. 300 7220 WATERWAY BLVD. 42 SUPERELEVATION DIAGRAM INDIANAPOL/S, IN 46256 INDIANAPOLIS, IN 46206 43-45 INTERSECTION SPOT ELEVATIONS ATTN- STEVE HANNON ATTN.- DALE KOCH 46-48 INTERSECTION DETAILS (377)808— 7077 (377)264-7775 49-52 RETAINING WALL DETAILS 53-56 STRUCTURE DETAILS 57 MISCELLANEOUS DETAILS TIME WARNER TELECOM CABLE.' 58 SIGNALIZATION DETAILS 4625 W. 86th ST. SUITE 500 BR/GHTIHOUSE NETWORKS 59-64 SIGNAGE & PAVEMENT MARKING DETAILS INDIANAPOLIS, IN 46268 3030 ROOSEVELT AVENUE 65-69 TEMPORARY EROSION CONTROL DETAILS ATTN.- TOM SCHAFFNER INDIANAPOLIS, IN 46268 70 MISCELLANEOUS TABLES (377)773-8956 ATTN- JOE EVANS 71 -72 APPROACH TABLES 73-75 SIGN SUMMARY TABLES (37? 339-9075 EX. T 263 76 TEMPORARY EROSION CONTROL SUMMARY TABLE POWER: 77-82 UNDERDRAIN TABLES C/NERGY/PS/ /SCI 83-86 STRUCTURE DATA TABLES 7679 W. OEFENBAUGH ST. 730 W HENRY ST. 87-90 PIPE MATERIAL SELECTION KOKOMO, IN 46902 /NDi4NAPOLI5, IN. 46225 A7N- CARL HOROHO ATTIC- CRIS FOWLER 91 —1 10 CROSS SECTIONS LINE "A" OLD MERIDIAN ST. (765)454-6797 (37?1685-8050 111 -114 CROSS SECTIONS LINE "PR-2" PENNSYLVANIA ST. GAS. /ND/q/�% FIBER WORKS 115 CROSS SECTIONS LINE "PR-3" W. CARMEL DR. VECTRFN 1 1 6-1 17 CROSS SECTIONS LINE PR-4" W. MAIN ST. 747 E. WASHINGTON ST, STE. 200 118-119 1 CROSS SECTIONS LINE "PR-5" GUILFORD RD. 7600 ALL/SONV/LLE ROAD INDIANAPOLIS, IN 46204 NOBLESVILLE, IN 46060 ATTN. JIM ANDREWS ATTN: DON PERDUE (517)524—,5,711 EXT 5052 SEE CONTRACT INFORMATION BOOK FOR (517)776-5534 INDEX OF APPLICABLE BRIDGE, ROAD AND TRAFFIC STANDARDS REVISIONS SHEET N0. DATE REVISED 0 0 R /W INDEX Q SHEET N0. DESIGNATION IIORIZONTAL SCALE FILE STC4S�, FOR _PPRO� AI -- - - -- - - - - INDIANA ` LRTICaL FJ SCALE �7 13 .� �. I E('O.%INlE,N1)E1) G1STE ��'•�.. � n Q ; ��.�� Fo 9� ; 03-� -05 DESIGNATION =o.: No, � __ _ DEICa_ � NGINIFR D_�r DEPARTMENT OF TRANSPORTATION NONE 008000 Butler Fairman Seufert _� PE60910078 SURVEY BOOh -O STATE OF .r.� �NED: DJJ -.-__.. PRAWN: ------_----_OEII. - ---_--- OLD MERIDIAN STREET °290 2 � JOFE 119 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G I)I I(._ N-j INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 ��i��s'�NDIANP.•w\��`�� - --- -- -- — CONTRACT PROJECT 317 713-4615 219 769-2333 ,,, 11 ,,. �� vJI INFORMATION SHEET rol In FAX 317 713-4616 FAX 219 769-2377 ////��NA1\\\\�� CH IJ' ('K ED: - Cli LI1ED: - _-_ --- - R-`�(9 �o ST�-IN50(ool ), IN48(032 � J17-7 CLEAR ONE L/NE '4 ; 'PR- 1 " 3m CLEAR ZONE LEGEND 0. 785m� VARY-5 0 �0. 785m 3m 3. 6m _ 7.2m TO_24m J..3m 1 CONCRETE CURB PROF/LE 7 CONCRETE CURB & GUTTER 3> 29 GRADE i ' 1 CONCRETE CENTER CURB TYPE D 3 > 3 1 2� K 2� -2% 3 SOD 3 SEED MIXTURE, TYPE 'U' Underdrain (Typ.) > E HMA SIDEWALK: See Detai/ A -T-' 6m 6m Underdrain (Typ.) 6OA- 2 QC/QA-HMA, TYPE A, SURFACE V-Ditch Grade as Sheet 6 -- Type I1T Subgrade Treatment -- - , 2 Shown on P/an &" Profi/e -- 20A- m QC QA-HM 9/ / A, TYPE A, INTERNED/A TE 100mm Comp. Agg. Base, No. 53 2F SIDEWALK, CONCRETE, 100rnrn TYP ICAL SECT/ON - OLD MER/D/AN O HMA PA 5- �NT- -90A'-qlm QC/QA-HMA, 2, 70, SURF. 9. 5mm Sca/e. 1. 100 2 150Kg/m QC/QA-HMA, 2, 70, INTER., 19mm STA. 124-297305 'A " to STA. 124-331. 570 'A - 240Kg/m 2 QC/QA-HMA, 2, 64, BASE, 19mm STA. 124-331. 570 'PR- 1 " to STA. 124-401. 961 'PR- 1 " Rt 165Kg,/m 2 QC/QA-HMA, 5, 76, INTER., O. G. 19mm STA. 124-331. 570 'PR- 1 " to 5TA. 124-422. 700 'PR- 1 " L t. 180Kq/m QC/QA-HMA, 2, 64, BASE, 19mm 3m CLEAR Varies ONE� O to L/NE 'A „ 3m CLEAR 3m L/NE '4 „ Varies 0.9m 1. 05m ZONE_ CLEAR l/AR/ES 3m CLEAR ZONE 0.3m to ZONE to 1.2m 0. 785m 0. 6m 0 �85M 0.9m 0.3m 1.8m 3., J. 5rr7_ _ 0. 785m 0. 6m 0. 6m 0. 785m ,. J. J. 3 3m 1.2m1 1.�m ��.5m 0.3m I 1.8m 1.2m � � ( VAR/ES �/��TE• --"f--?' _-_---_-- 3.3m 3.�m ,3.3m 3.3m 1. 0.3m 2. 7m --�---- `3 I 1.95m SEE PLAN FOR S/DEWAL K OF/LL G 3 1 L OCA T/ON -2 2� / , 2� GRADE GRADE I 2 / 2� G 3 1 > E PROFILE PROF/L E 3 3 GRADE GRADE --------- 1 2 Un derdrain (Typ.) / 3" ' -- 2� 2, See Detai/ "4" . 6m K _6m 6m _ � 3 1 Underdr Underdrain T a�n > Shee t 6 T e ------- -- 6m l yp , K K i Type I1T Subgrade Treatment -----f_�i.. - See Detai/ '4 " • 6m 6m Underdrain �Typ.) Subgrade Treat,men t --- Sheet 6 Type Ill Sub rode Treatme_n t_ _ I TYP/CAL SECT/ON - OLD MERIDIAN Sca/e: 1: 100 TYP ICAL SECT/ON - OLD MERIDIAN STA. 124- 769. 700 'A " to 57A. 124-827. 700 'A " Sca/e: /: 100 STA. 124-864. 142 'A " to STA. 124-919. 330 ';4 " (REVERSE) STA. 134-767. 429 'A " to STA. 134-792. 324 'A " Rt. STA. 134-767. 429 'A " to STA. 134-795-986 ';4 " L t. STA. 134-897. 000 ':4 " 1?t. to STA. 134-932. 571 'A " STA. 134-900. 662 'A " L t. to STA. 134-932. 571 'A " STA. 14-(329. 600 ';4 " L t. to STA. 144-351. 800 'A " 3m CL EAR _ZO/vE�, 3m CI-EAR � 3m CLEAR ZONE ��Afr'/ES ZONE LINE A " ZONE- VARY-5, /NE A ' 2 T i � C. 785m 0. 6m � � 0. 6m f m �O 0. 785m VAR/ES VAH/ S VAR/ES O. 785m VAR/ES 0. 785m 0.3m I '.g5n� o l i/,�R/ES 3.3m 3.3m c ` T T VARIES 0.3m NOTE. 1 95m �-} T-0 6 9m ------ �r ' O Om O 3 3 r� J. >,gm t 0 3m 1.95m o J. 3.3m J. 3.3m 3.3m J. 1.2m SEE PLAN FOR 2. 4m 0.3m . 7m. 2. 7m 1.95m 2. 7m 2. 7m 3> SIDEWALK �, I PROF/LE I \� E PROFILE PROF/LE L OCA TION % I 2i 2� / GRADE GRADE / 1 2,o 2 c.�RADE --- -----.. GRADE 2q /5 2� 5- 1 - _2� 0 1 --_-_- 3 > Uderdroin �'Typ.) K Underdrain �Typ.)J j / E K ' See Detai/ 4 " .6m ° See De tai/ 'A " . 6m . 6m . 6m . 6m Lnderdrain (Typ.) (yp ) Sheet 6 Type ___ Type I1T - __ Sheet 6 Type L� Subgrade Treatment . 6m Underdrain T Subgrade Treatment Subgrade Treatmen t -� TYP ICAL SECT/ON - OLD MER/D/AN TYP/CAL SECT/ON - OLD MER/D/AN Scale: 1.• 100 Sca/e.• 1.� 100 STA. 124-500. 099 'A " Rt. to STA. 12-1-6J5. 000 'A " STA. 134-596. 400 ';4 " to STA. 134-767. 429 'A " STA. 124-63 . °° STA. 124-514. 779 ';4 " Lt. to STA. 124-635. 000 'A " 5 000 A to STA. 124-665. 000 A STA. 124-665. 000 'A " to STA. 124-769. 700 ",4 " STS: X 34-932. 571 'A " to STA. 144- 196. 500 ';4 " STA. 124-827. 700 ';4 " to STA. 124-864. 142 ';4 " STA. 134-317. 300 'A " to STA. 134-380. 500 ",4 " 41226. 500 'A " to STA. 144-329. 600 ';4 " STA. 124-919. 330 'A " to STA. 134-317. 300 'A " STA. 144-351. 873 'A " to STA. 144-409.299 'A " Rt. STA. 134-380. 500 ';4 " to STA. 13(413. 000 ';4 " STA. 134-413. 000 'A " to STA. 134-564. 000 ':4 - STA. 144-351. 900 ';4 " to STA. 144-409. 385 ';4 " L t. STA. 134-5 �° 63. 900 A to STA. 134-596. 400 A STA. 144- 196. 500 'A " to STA. 144-226. 500 'A " RECOINI o �F, '9 HORIZONTAL SCALE FILE A�a..9�-,, FOR APhROVAI INDIANA a.. No. .u� = F R DEPARTMENT OF TRANS T VERTICAL SCALE DESIGNATION M �ut� rarmn s�uf�r� DESIGN Ec�rnE _ vaT� TRANSPORTATION l :loo PE6091OF �_ - -- --- - 9980500 � M C O N S U L 1 1 N O t N O I N r,C 1-2 S :�. ` I1 d.J 1 J I lJ� J I'+•� � � � , o'•. STATE OF � -_--�I I): �I _ DRAWN: BdE SURVEY BOOK OLD MERIDIAN STREET xEET M 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G _ INDIANAPOLIS, It'. 46240 MERRILLVILLE, IN. 46410 ��i� /�VDIANP.. �� 317 713-4615 i F •''••......... . �\� -- -- ----- --- - ---- '7 • FAX 317 713-4616 FAX 2169 7 9332377 ��/ �Q�� A�� i I�, j�II �� 3 OF 119 z - _ - CIIECKED: - TM- - TYPICAL CROSS SECTION CONTRACT PROJECT ---- -- ------- ---- -- � - _ K-?7 9-10 S TP-I N 5 0(0 01 ), IN-18( 032) � 3m CLEAR ZONE Radial Joint Pattern - See Sht. 46 3m CLEAR , ZONE �L/NE -0. 785m 3. Om 3.Om 0. 785m 2400 )-600- 1 VVARIES 1,2ml 4. 6m 4. 6m TRUCK 18.3m RADIUS _� 18.3m RAD/US TRUCK 4. 6m 4. 6m 1.2m 1. m 350 W. 1.2m TO APRON APRON 6m 125 R. I 25 100 1.Sm . 6m 2 4m F or E 1 =SEE OT ELEVA TIONS - 4� 4q 1 -� SEE SPOT ELEI/4 T/ONS�\ 1 175 `3 0 i --- 4� VARIES FROM 2� 2% 3 150 200 VARIES FROM 4 0 3: 1 Th See s Detail Shteet C 16 E Comp. A for Base, No. 53 16 Underdrain �Tyo.> 16 K Underdrain T p gg K See De tail ';4 " K See De tai/ C- 6m 6m (y'o Sheet 6 6m This Sheet 6m- Type 11T Subgrade Treatment �' Treatment _ Note: All Dimensions in mm Type 1E S ubgrade - - TYP ICAL SECT/ON - ROUNDABOUT DETA/L C Scale: 1.• 100 Not to Scale STA. 12*431. 431 ';4 " to STA. 12f 492. 000 'A " STA. 13*815. 400 ';4 " to STA. 1,3(877 500 ';4 " STA. 144-425. 500 ';4 " to STA. 14 f 488. 000 ';4 'j L lNE 'PR-2" 3m CLEAR VARIES. 3m CLEAR 3 ZONE ZONE 3 ZONEAR ZONE 0. 74m TO 1.8m ZONE VARIES.• �- VARIES: VAR/ES.• [0. 7 85m 0.Om To 1.36 0. 6m � 0. 785m 0. 785ir� 2. 7m TO 0. 6m 0. 6m TO 2. 7m 0. 785m VARIES. VARIES. 3.3m 3.3m 3.3m 2. 1;m 3.3m J. 2.215m 3.3m VARIES Om 3.3m 3.3m 0. Om T 1 m d 3.3m 3.3m 2.21 m - - - - - -- - - TO 3.3m 2. 1 m O.Om r -, I' � PROFILE PROFILE K 1 PRO, /LE [,UT 3 GRADE 21 2� 2 CUT �. PR�F/L E�� K 1 2� _ 1 2� �- -� GRADE 2� 3. - 27 �� 27, GRADE GRADE 2 0 2--� `3 Underdrain �T Underdrain �Typ.� 1 1 Underdrain �Typ. F/LL c J'P./ K 6m . 6m K 6m Underdrain T FILL See Detail 4 " . 6m 6m See Detail '4 " 5m yP Sheet 6 Type = Subgrade Treatment - 4 Sheet 6 Type LLl Subgrade Treatmen t -- Type Subgrade Treatmen t C P/CAL SECT/ON - PEo'VNSYL I/AN/A ST. TYPICAL SECT/ON - PENNSYL VA NIA ST. TY Scale: 1. 100 Scale. 1: 100 T 4-(833. 729 'PR-2" to STA. 4842. 925 'PR-2" STA. 4(842. 925 'PR-2" Rt. to STA. 4(967. 025 'PR-2" Rt. STA. STA. 4(842. 925 'PR-2" Lt. to STA. 4(968. 749 'PR-2 L t. VARIES Gm TO 2m ,LINE 'PR-2" L INE 'PR-2" m 3m CLEAR 3m_CLEARI 3m CLEAR ZONE R ZONE LONE ZONE '--- - LEGEND 0. 785m 0. 6m 0. 6m 0. 78,5m j 0. 785m 0. 785m 0.3m 1.5m g 3.3m 1.2m 1.2,rn VARIES 3.3m 3 3m 0.3m 1.5m ._9 3.3m 1.gm 1.gm VARIES 5.532m 3.3m 1 CONCRETE CURB -�---- TO 6.Om TO 3.3m , I ! PROFILE CONCRETE CURB & GUTTER PROFILE I PROFILE r GRADE 1 16 CURB & GUTTER, CONC., ROLL, MOD. 3 1 GRADE GRADE ;15 3: 1 `3 2� 1 i I 2� 2� 3 CENTER CURB, CONC., MOD. --- _ _,F 2 -2 �- �, 3: 1 2 `3 CONCRETE CENTER CURB TYPE D 0 3 1 F 1 Underdrain T , Underdrain FT / K Underdrain (Typ.> SOD Underdrain T - k K (yp) (yp ) SEED MIXTURE, TYPE U J'P��--' . 6m �. 6� . 6m „ 6m . 6m I _ See De toil A Sheep t011 A -�"i- I v e L�' Subgrade �_ Type _= Subgrade Treatment Sheet 6 - Type = Subgrade Treatment E HMA SID WALK.o Imo_- i rea tir en t - 60Kg/m QC/QA-HMA, TYPE A, s�JRFA CE 120Kg/m 2 QC/QA -HMA, TYPE A, IN TERMED/A TE TYPICAL SECT/ON - PENNSYL VA NIA ST. TYP/CAL SECT/ON - PENNSYL VA NIA ST. 100mm Comp. Agg. Base, No. 53 Scale. 1.• 100 Scale. 1. 100 2F SIDEWALK, CONCRETE, 100mm S TA. 5-f 00 3 904 'fPR-2" Rt. to STA. 5f 1 ? 000 'PR-2" STA. 5f 112. 000 'PR-2" to STA. 5* 142. 000 'PR-2" 2K HMA PA NT- STA. 5*064. 566 'PR--2" L t. t0 STA. 54- 112. 000 'PR-2" 90Kg/m QC/QA-HMA, 2, 70, SURF, 9. 5mm 150Kg/m 2 QC/QA -HMA, 2, 70, IN TER., 19mm 240Kg 1m QC/QA-HMA, 2, 64, BASE, 19mm 165Kg/m 2 QC/QA-HMA, 5, 76, INTER., O. G. 19mm 180Kg/m QC/QA-HMA, 2, 64, BASE, 19mm - -- - �III►uu11111�� - - - - HORIZONTAL SCALE FILE .t`�� J. /S ''�., hECO��I'�E X7 3 c n_ ��llI�;I) INDIANA 1 :100 �`�� arER o FOR AI'PRO�'A VERTICAL SCALE DESIGNATION 9980500 F .9 QQ". N0. _ ENGINEER DATE DEPARTMENT OF TRANSPORTATION 1. 100 :N - DESIG. SHEET Butler Frairman' Scufert = PE60910078 _ -- Try___`1 71 BOOK (� CONSULI ING NGINtt1-iS ,?I�7ytl1J I/ ' `-I��'E� v 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G STATE OF �`` �1r1�'� DRAWN: B1B - OLD MERIDIAN STREET `�90 1 OF 110 INDIANAPOLIS, IN. 46240 MERRIL__MLLE, IN. 46410 ��Fs .!NOtANP.• �� --- - p �" /� COl� I RACT PROJECT FAX 317 713154616 FAX 219 7 9332377 ��/� �Nr1C1F \S�� ,�HE��IIED: D11 CHECKED: _��T - T��I�17L CROSS SECTION STP-1N50( 001 ), 1N48(��) /111111/ d L INE PR-4 " LINE 0. 785m VAR/ES 4.5m VAR/ES 6m 0. 785 -0. 785m VAR/ES 4.5m VAR/ES 6m 0. 785 11.5m TO 3.3m TO 3.3m 1.5m 1.5m TO 3.3m TO 3.3m 1.2m 1.8.m 0.3m 0 m PROFILE 0.51-)7 t 0 m f t GRADE PROF/LE 0.5m 3 2� 2� 2� 2� 3: 1 3 / GRADE 1 1 22' 3. � x"17 Underdrain yp.)- ff K �� 6m _ Underdrein �Typ.) Underdrain (Typ.) K �J See Detail " 6m 6m Underdrair? (Typ,) Type = Subgrade Treatment --�- See Detoi/ 'q " . 6m Sheet 6 ____ __ _ - - Type ILT Subgrade Treatment �1 Sheet 6 -�___-_ - TYP/CAL SECT/ON - MAIN STREET TYPICAL SECT/ON - Sca/e.• 1.-100 MAIN STREET Scale.- 1.-100 STA. 4f 916. 020 ';01?-4 "- to STA. 4-f 948. 493 ';DIF-4 " Rt. STA. 5f 048. 933 'PR-4 " to STA. 5f 094. 000 'PR- " STA. 4f 916. 020 ';DR-4 to STA. 4f 951. 009 ";OR-4 " Z- t- ';DR-4 4 Rt. STA. 5f 051. 507 'PR-4 " to STA. 5f 094. 000 " Lt. LINE ';0R-j" 0. 785m VAR/ES 2 4m VAR/ES 2. 4m 0. 755m----,, VAR/ES 2.4m 0.3m O. 785m (AXIS OF ROTATION) 1.5m VAR/ES 4.5m 0. 785m 3m 3.3m TO 0m TO Om 3.3m 3.3m TO 4.5m 1 2m 1.5m VAR/ES 7.2m TO 4. Om TO 4m 1.5m 1 -0 O. mt PROF/LE 0.5mt t % GRADE F \ O. m GRADE 0.5 f 2� I 1 _ 2�- 3" ?� " 27 15 ROTE OF SUPER ELEV. 2� K 15 2� 3: 1 l / Underdrain 13"See Detali 6m -Underdrain (Typ.) Un (T K Sheet 6 -i'-� Type Subgrade Treatment 6m „y'o> 6m 6m Underdrain SeA Type 11T Subgrade Treatmen t T)'P/CAL .S°ECT/ON �S` - CARMEL OR/I/E EA,S'T OF OLD MER/D/.4N TYP/CAL SECT/ON GUILFORD- EAST OF OLD MERIDIAN Sca/e.- 1.- 100 Sca/e.• 1.�100 STA. 4f9r32. 600 'PR-,3" to STA. 4990. 100 'PR-3" STA. 5f 065. 751 'PR-5" to STA. 5f 104. 000 " STA. 5- 009. 900 'PR-3" to STA. 5. 098. 888 'PR-3" PR-5 Rt. STA. 5 -040. 931 'PR-5" to STA. 5* 104. 000 'PR-5" L t. m L/NE 'PR-3" LEGEND 0.3m 0. 785m 0.3m 0. 785m 0.3m 1.2m 40mm in 20m (min_ Tae 1 CONCRETE CURB 3. 6m 3.3m J. 1.2m 3.3m J. 3.3 3. 6m 1.2m 15m mi 0.5mt K 1 CONCRETE CURB & GUTTER PROF/LE 9 PROF/L 0.5mt ransition 1-Existing Pavement 3 F 2� 1 GRADE GRADE F Mi//ing CONCRETE CENTER CURB TYPE D 3. 1 ----- . 2� 2� 2� K 2 3" 1 - - - - - SOD SEED MIXTURE, TYPE 'U Underdrain (Typ.)� Tack Coa E HMA S]ID5WjLK K ` 40mm Saw Cut ° Shee� 6 // A ') 6m 6m Underdrain (Typ.) 6OK91m 2QC/QA-HMA, TYPE A, SURFACE Type Sub rade Treatment PA I/E CIA __ g MENT TERM/N.4 T/ON DETA/L 12oKg/m QC/QA-HMA, TYPE A, INTERNED/A TE Not to Scale 100mm Comp. Agg, Base, No. 53 T YP/CAL SECT/ON OF S/DEWAL K, CONCRETE, 100mm CARML-L DRIVZ- WEST OF OLD MER/D/AN O HMA PA AM :NT- Scc%. • 100 90Kg/m QC/QA-HMA, 2, 70, SURF., 9 5m 15OKg/m 2 QC/QA-HMA, 2, 70, INTER., 19mm STA. , *968 888 `;D1?-J"' to STA. 4*982. 600 ';D/?-j 240Kg/m 2 QC/QA-HMA, 2, 64, BASE, 19mm 165Kg/m 2QC/QA-HMA, 5, 76, INTER., O. G. 19mm 180Kg/m QC/QA-HMA, 2, 64, BASE, 19mm t OBSTRUCTION FREE ZONE 0 . J /S '/�,, �RhVOkIMENDED HORIZONTAL SCALE FILF �J 1STE .� �� i > - - ) :I U O �• �� A FOR .�I I ROVAI h ,ate:` No - -- --- - --�1 o DIANA ;3�� r DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION DESIGN ENGINEER DA"I,E 1 :100 Butler Fairman °ufert = PE6�9�O�7$ - - 9980500 G O N S U L I 1 N O t N O I N t F_Fi S = = --_--- -- - - �9 STATE of :.\w` -y J- - 11T 1 N' -- BJE - --- St'RVEY BOOK SHEET 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G � \C/ D I D: D R �� INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 �� INDIANP. ;� OLD MERIDIAN R I D IAN STREET 317 713-4615 219 769-2333 �i A ` `-9 5 0�' 11 O FAX 317 713-4616 FAX 219 769-2377 �` ,,,��NA� ('IIECKED: -I�JI CHECKED: - NITIM TYPICAL CROSS SECTION CONTRACT PROJECT -- �- R-279- 0 STP-IN50(001 ), IN48( 03 2 Rate of S E. 5 '— LINE 'A " a as 45° 15 0.3m 1.2nl 3. 6m 3. 6m VAR/ES 0. 0M 1.2m 0.3m — TO 3. 6m � r �330Kg%m 2 QC/oA-HMA, ( I K 5, 76, IN TER., O. G. 19mm 2 15 330K91m QC/oA-HMA, 1 0 O O o Agg. For Underdrains 5, 76, INTER., D. G. 19mm 4 �2 � 4� �O % For Underdrains Agq. For UnderdrainS 2 - - _ _ - - - - _ Geotext� —J J"I /m 2 QC �)q-HMA W J � Geotextile For Underdrains 90Kg / Pipe Type 4, 150mm 2 70, SURF., 9. Smm Pipe Type 4, 150mm 350mm V-Ditch Grade as-- Type T e I� Sub rode 350mm Shown on Plan & Profile Subgrade Treatment DETAIL B Treatment DETAIL A Not To Scale TYPICAL SECT/ON — OLD MER/D/AN ST. Not To Scale lNC/DENTAL CONSTRUCT/O/V Sca/e: 1: 100 STA. 12+267. 305 'A " to STA. 12+297 305 'A " Limits of Patch P Saw Cut 600mm 600mm L INE A " Typ' Varies 0.9m to 0. Om Existii7g 3. 6m 2. 4m 0.3m p / 1.' 12 Varies 0.9m 3. 6m As h. Conc. Max. Slope I J. J. 6m Pavement 1: 12 �� „ „ VARIES 3 Max. Slope BG 0. 1 BC 0.3m to J. 6m 0. 6m to � O Flo wable Morton 200mm ml n. 2 .4m PRCFIL GRADE 'B” Borrow For O J Rate of .E Structure Backfill � Rate of S.E. J 150mm or 0.3 'BC' 3- 1 K i K -Underdrain (T yp ) (Use Max. LEGEND Underdrain (Typ.>-� STANDARD DETAIL FOR PLACING P/PE See De tail B-- UNDER EX/ST/NG ROADWAY CONCRETE CURB GUTTER This Sheet TYPICAL SECTION — OLD MERIDIAN ST. SECT/ON I//EW SOD INCIDENTAL CONSTRUCT/ON SCALE. NONE SEED MIXTURE, TYPE 'U' t HMA SIDEWALK: Scale.- 1: 100 60Kg/m 2 oC/QA-HMA, TYPE A, SURFACE STA. 14+50,3. 699 'A ” to STA. 14+552. 120 'PR- 1A " 120K 9/m 2 oC/QA-HMA, TYPE A, INTERMEDIA TE 100mm Comp. Agg. Base, No. 53 OF SIDEWALK, CONCRETE, 100mm O HMA SHOULDER.- 90Kg/m 22 MA, TYPE B, SURFA CE, 9 5m Limits as I Shown on Plans 27OKg/m HMA, TYPE B, BASE, 25. mm Saw Cut, 150m m COMP. A GG., SIZE NO. 53 Full Depth 5 N Q� OK HMA PA 1;-MENT 41 1. 8 m 90K 91m o C/oA-HMA, 2, 70, SURF, . 9.5mm 50 8m 2 OC/oA-HMA, 2, 70, INTER, 19mm(M7a 150Kq/m 2 Milled Surface y/ 5 240Kg/m OC/oA-HMA, 2, 64, BASE, 19mm f l 165Kg/m 2 OC/oA-HMA, 5, 76, IN TER., O. G. 19mm 180Kg/m OC/oA-HMA, 2, 64, BASE, 19mm Tack Coat 1 I E �� I N TED AGGREGATE, SIZE NO. 53 � �O COMPACTED N 1 15 I � r 1 o Agg. F1or Underdrains OP HMA PATCHING; 1 � I � �y 90/�g/iri HMA, TYPES, SURFACE, 9. 5mm a 1 �--Gelotexti/e For Underdrains a� I � � � � � � 150Kg/m 2HMA, TYPE B, INTER, 19. mm 1 I o 0 240K m HMA, G T YPE B, BASE, 25mm 1 Pie Type 4, 150mm 9/ 1 p l yp 2. 6m % 1 Orr' 180Kg/m 2 HMA, TYPE B, BASE, 25mm Trench for 1 350mm 1 � 180Kg/m 2HMA, TYPE B, BASE, 25mm Storm Se wen 1 I Installation 1 3m ORl i/E_ RADIUS 6m DR/I/E RADIU O HMA WID�NING: 90Kg/m 2HMA, TYPE B, SURFACE, 9. 5m m /DENTAL CONSTRUCTION HMA PATCH/NG DETAIL X LOCH T/O!� FOR 2. 1 m SIDEWALK 150Kg/m 2HMA, TYPE B, INTER., 19.5mm /NC TYPICAL MA/LRO Not to Scale 240Kg/m2 HMA, TYPE B, BASE, 25mm " ,S �;q. 4+833 729 "PR-2" 180Kg/m 2HMA, TYPES, BASE, 25mm STA. 4-f-807. 729 PR_2 to STA. 5+ 100- 00 0 'PR-3" 180Kg/m HMA, TYPE S, BASE, 25mm STA. 5+098. 888 PR 3 to S - FILE ------ HORIZONTAL SCALE � - — -- -=--- - - ►��lllll, INDIANA 1: 100 e 4 J. •/S �,, RIJCOI�L VERTICAL SCALE DESIGNA'�ION �� sTER .9 ' FOIo ��T)ROV � ��-=�1-�5 DEPARTMENT OF TRANSPORTATION 1 : 100 9980500 Q - SLiRVEY BOOK ,,r+ �G F �'� o "' -?' :>,: _ P N0. cn = DESIGN ENGINEER DATE - SHEET F. _ 4:' OLD ME _ Butler P•airman Seufert - �PE60910078 `?90 6 OF I ON oNS , Na tNO Ntts I1r�1 DRAwN: BJE - RIFDIAN STREET moo. STATE OF �` )ESI(aNED: _ - CONTRACT PROJECT O 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G , � / MERRILLVILLE, IN. 46410 �i C? �� T 1 PI�riL CROSS SEC R-7940 sTP-IN�J��0I ), IN 4B(032) W Q 317AN1 OLIS, IN. 46240 219 769-2333 ��/��i��NA� ��`�� ( HR(�Ij�;D; �J1 CHECKED. -- �TM FAX 219 769-2377 // \� - - - FAX 317 713-4616 //111��1�� R I�' PPP RIB O O O O 00 Ppp 00 / MEIJER, INC. / SEC. 26, T. 18N,, R. 3E. / CLA Y TWP. HAM/L TON COUNTY SEC. 35, T. 18N., R. 3E. DUKE REAL TY LIMITED PARTNERSHIP / CID CLAY TWP. / HAM/L TON COUNTY END CONSTRUC T/ON Sta. 5* 142. P000 ' R-2 " RIB BEGIN PROJECT P P. T. Sta. 12-1-297. 305 A E ' JOYCE PAIR/C/A CORNWELL SPANNAN Ppp. / PETER C. SPOOL STRA / 10' P.L. TernP. P ReGy le R�W App. E.r R/W e Temp. Temp. Us / R W R/W 6.6 71 A " � re W 12-1-20 P I& R w Anp. E` Ri�W p R APP Ex. W PP App. Ex. R W P.1. 51,g 12121-255. /7 70 '% '\ OLD MERIDIAN STREET -LINE "A" N33°45;37"E CITY OF CARMEL —`�---- \ - R/W Ago. E,r: R W \ — — — — P. 0. T. Sto. 1 f 449.357 - \ JOHN N. KIRk; JR. F. 0 T. Sto. 51- 0.000 PR-2" Temp' 20' S.D.U. / Te 50 x 30' \ & Shared Access Esmt. Z09—LL THOMAS KIRK � �---10' P.L. / PAUL E. REIFEI� `� & \ R / 3 LOT 2 LOT 1 ELIZABETH BARNEY REIFEIS / �. R I / \ _ � P p./ RELISTAR LIFE INSURANCE CO. MERID IAN lNl/ESTMENTS, IN / p. JOHN KIRK JOHN KIRK JOHN KIRK J ENTERPRISES, INC. FURN/TUBE INC. / BANKERS NA TIONAL LIFE 3 / INSURANCE COMPANY \ JOHN KIRK / \ ENTERPRISES, INC. —10' P.L. CARYEK SLYEN 1 0VN6fXr PARK \ 25' .0 U. BEGIN CONS T C TION / Sta. 4-1-833. 72 SEC. 35, T, I9N,, R 3E. P ��P �� / / HAMILLTON COUNTY / 5 P 9=Drainage Easemen t U=UN/ty Easement L=Landscape Easement o / / S=Sewage Easement \ GRAPHIC SCALE / / GV Water Easement / P.L.=Perpetual L ana'scaoe Easement 250 0 125 250 500 I ( IN METERS ) / BANKERS NAT/ONAL LIFE INSURANCE COMPANY 1 500 / \ ~ x / 0 / f r w I r_ -- l -- -- -- -- ----. ��u�►un�� HORIZONTAL SCALE LE � . w i� , , ,� s %,,, ��L('��r.�11�,:�I)LD CITY OF CARMEL 1 "= 100' 3r1�3.0r O �" • ..... '�y FOR APPRON 1 — - Q3- --O5 VERTICAL SCALE DESIGNATION 1 INDIANA DEPT . OF TRANS . P N0, O �N DESIGN ENGINFEP DATE /`� 998OJOO -- GQ ---- -- PE60910078 — �— --- ---_-- _� SURVEY BOOK SHEET o =� i �_ 7 ('VS of 119 STATE OF �C/ ,,o ..• DESI(xEla:_- 1)hI� _- L�IZa1� - - OLD MERIDIAN SIRE 90 o PLAT 1 coNTR_�cT z PROJECT w %��'S .......... • �11`� DISH �r *i00NAL— CHECKED: _ - - - CHECKED._ R ti r9 0 STP—IN50(001) IN�8(03` ) ELI -. °°iz SEC. 26, T 18N, R. JF CLAY TWP. HAM/L TON COUNTY z � s -a _ Z ME IER, INC z� 0 z v ME/JER, INC. �s x JOYCE F. WALLS ° T SEG/lV CO/VS TRUC T/ON LOT 14 RALPH E. JOYCE F. ALL S Sta. 4*968. 888 'PR-3" 5� JOYCE F. WALLS P �� o �o �' XLZE 2 LOT 15 0 \ o �^! n Sta. 12 f845.778 L�� P. OT St6,. 57L 000.000 PR-3 �. �I q JAMES A. CANULL JR. CID Q Temp Temp. PPp SUZANNE M. CANULL Tem '� ^i ,Q /fir R.A. M EIS SUAR101�.76W Temp. Temp. R/w ^i R �✓ D.R. 1 Pg. 197 ,q/W R/W Temp. Aop. Er R/W App. Ex. R/W W App, Ex. R/W OLD MER/D/AN 5TREE�T - App. EX R\W App. Ex. R/W 20' S.D.U. em Q Temp, T T7, R/W R/W ,/7 DIETER � � R/W � Temp. U KA LOT 1 ER/D/AN INVESTMENTS, I� '� \ I ' \IVA T/? c$ LOT 5 EY S. 25' S D.U. \ ETT PROVVE NCE COMMERC/�4L PARTNERS, L.L C. P. 0_ Sta. 51082. 660 PR-3 c CLIFFORD W. FISCUS, USTEE 60'117 gress-Egress HOOS/ER REAL TY/NI/ESTMENTS, L.L C. G.C. BO CORPORATION v Easement _ seG LOT 9 0 LOT 10 LOT 9 LOT 7 LOT 6 50' Shared ppP LOT 11 Access Esmt 0 Ingress—Egress Esm t. In ress—E ress Esm t. CARMEZ SCIENCE cd' �, q q �� LOT 12 FCHNOL�OGY PARK � — R. . MAWS SUBD1W.96 V . . 128, Pg. 197 R.A. MANKE'S SUBD/NS76W 25' S.D.U. SHEPARD INSURANCE ACENCY� Z OT 13 D.R. 12$ Pg. 197 END CONS TRUC N 5f-C 26, T. 18N., R. 3E. CZ Y TWP. 25' S.D.U. \ Std. 5f 098. 888 —3 D=Drainage Easement HAM/L TON COUNTY \ U=Utility Easemen t P. T. Sto. 5f 098.888 'PR- 3" L=Landscape Easement "' \ S=Sewage Easement �' !y Water Easemer,t P.L.=Perpetual L ands•cape Easement o — SEC. 35, T. 18N., R. 3E. CLA Y TWP. C�- ° HAMIZ TON COUNTY GRAPHIC SCALE 250 0 125 250 500 ( IN METERS ) w E~ 0 z i 500 w f w N a .. -r_ .f ii IIORIZONT 1. SCALE -- F I I I' - ,,.�``�� j. is '' REC'oMNIEtiDED CITY OF CARMEL I 100' 17-1:3.0 ��'�1STE •'9 % - - -c,7) 05 VERTICAL SCALE DESIGNATION ^" 9Fa y 1�'OIL _11'I'IZOI`� - -- INDIANA DEPT. OF TRANS . No. �'cn DESIGN ENGINEER DATE _� .PE60910078 �_ v/� 9980500 Q STATE OF D1\ OLD MERIDIAN STREET SURVEY BOOK SHEET ''�NDIANP.•'�� - ---- - 1�� .9 119 f - - - - -- -- 0 OF .,�s. .......... �� C'ONTRACT PROJECT w i��ZONA��e�� CHEChED: ��Iti�-- - _— CHECKED:-- DIiH-- PLAT IZ–?�9IO S'TP–IN�O(001 ),I'\ X8(03`?) — -- — — o \ o 0 0 BEG/N CONSTRUCT/ON \ StG. 4 916. 020 'PR--4 SEC. 26, T 18N., R. 3E. \ CZ Y TWP. HAMIL TON COUNTY \ � ,STEVAN W KNAPP \ STEVAN G'! NAPP /MIATED \ PARTNERSHIP \ ST. VINCENT HOSPITAL & HEAL THCARE CENTER, INC X JUDITH G. KNAPP, TRUSTEES See• \ C4Rti1EL APOSTOLIC �� P p SEC. 25, T. 18N., R. 3E. o-f CHURc,H, INC. o � CLAY TWP. \ = P. 0. T. 5tc 133f 846. 485 A METRIC) HAM/L TON COUNTY \ P. 0. T. 5tc. 51000. 000 PR—4" P. 0 T. 51c 454.29 1 `A '(ENGZ 151-/) \ y� 9. 144m Water Line ANTHONY INSURANCE PARTNERSH/P \ Easement in favor of ANTHONY PROPERTIES, Z. ndianagolis Water Company cln 7�3� P. 0 T StG. 137L853. KNAPP LIti1/TED \ s G�� R W sett` PARTNERSHIP \ Tema Teem . ° �% Temp. 02 Temp. R/w / P CHR/ST/NE & Temp. Temp. Temp. \ '4/W R p Temp. NELSON T. CARP, USTE�S �, R W R W R W \ Ago. Ex. /W R W APP Ex. R/W OLD MER/D/AN STREET vi L/NE 'A " N33°45:W t LAPP Ex. R/W �rAgg. Ex. R\W App. Ex. R/W e 'p R/W 110v R/ \ --Litt/e Coo/ Creek LOT 4 LOT 3 THOMAS W MULL/ ST V/NCE&NT HOSPITAL LOT 2 � ROBERT S d, �'� & HEAL THCARE CENTER, INC LOT 1 � \ /?)/A" PRICE �`° JUL/E K ZU DER LOT 5 \ / \011N, T HOSPITAL HEAL THC E CENTE/? INC \\� 10' Esm t. to Public� � \ � \ DETER \ Service Company of/ndiana� j LOT 6 PUSKA \ \ E.STR/OGE INVESTMEiVTS, L L C. !'.A. MA NK SMBDI{NON � R HARRY A. STOUT, ETAL. D.R. 12�j 19T C.C BO YD CORPORATION `\ W END CONSTRUCT/ON „ D=Drainage Easement Sta ..>*094. 000 !'R-4 U=l�`tility Easement o f SEC. 25, T. 18N, R. 3E. L=Landscape Easement HARRY A. STOUT, ETAL. CLAY TWP. SEC. lZA T. 18N., R. 3E. S=Sewage Easement \ HAIL TON COUNTY Y TWP. GV Water Easement ° HAM/L qN COUNTY P.L.=Perpetual Landscape Easement SEC. 25, T 18N., R 3E. — CLA Y TWP. Q HAM/L TON COUNTY Q o °a o �I� GRAPHIC SCALE 250 0 125 250 500 P W OPT ( IN METERS ) w 1 500 R w �0 x 0 z J HORIZONTAL SCALE FILE x\\ \, j. ,S'�� RECOMMENDED CITY OF CARMEL � ° = �00' i 4 3.0, o W i, o �•. �sTER gy FOR AF I'RO�' N Q3-�L-05 VERTICAL SCALE DESIGNATION r ..� - --- INDIANA DEPT . OF TRANS . ��. C) DESIGN ENGINEER DATE _ N/A 9980500 � O �PE60910078 �_ -- SURVEI" BOOK SHEET M z �` . STATE �, DESIGNED: DKII DRAWN: �� OLD MERIDIAN STREET ?90 9 OF 119 - , �NI DKH PLAT I CRNTR 40 STY-IN 0(00i) ,IN-18(0.32> C'HF�C'hF�D: � �HECI�ED: _ ,_' Q O P. T. 5ta. 141 579 507 A SEC. 25, T. 18N, R. 3E. <e c CLAY TWP. I q HAM/L TON COUNTY Ppp. ST. VINCENT HOSPITAL d, HEAL THCARE CENTER, INC. P. 0 T. Sfa. 141456. 671 'A "- R 111 P. 0 T Sta. 51000. 000 1 ,7 7l / P. C 5ta. 141513.399 A P � R/!�Y App. Ex. R W I� I OLD MER/D/AN STREET END CONS TRUC T/ON ta. 14 522. 120 PR 1A u� App. Ex. R, sec. 11q 51a. 141546.239 MEADOGYLARK PARK ST. VINCENT SP/TAL � I 1 HE THC , /NC. CENTER END PROJEC T R I�' P. O. T. Sta. 14 f 503. 699 A BEG/N CONS TRUCT/O/V P. O. T. Sta. 5*000. 000 'PR--5" `P. C Sta. �1J14161 PR-5 z P , g52�( P.1. 5ta. 51057.896 ' R-5" m � � EE '' P. T. Sta 51094. 5 'PR-5" R D=Orainage Easement ! -20' Sanitary R�� U=Utility Easement Sewer Easement �0 =Landscape Easement S- ewage Easement W ter Easement j P.L.= etual Landscape Ease nt END C STRUCT/ON P. 0. T. St 5* 104 0 0 'P 5" SEC. 25, T 18N, R 3E CLA Y TWP. ' HAM/L TON COUNTY o GRAPHIC SCANk 250 0 125 250 500 ( IN METERS ) 1 500 ' o w s w y I r' o s `��u u i i, ° �``\ �sTE�s'��% . RI CO-NI'��II�'NI>EI) :]rHORIZONTAI.1C� C'ALE FILE Fc�I� AI I I�(A' Y OF CARMEL 3, �3.0� � W a�.. N0 .� - __ _- - - - INDIANA DEPT. OF TRANS . SCALE DESIGNATION VERTICAL SC_ D DESIGN ENGINEER DATE N/A 998050 Z Q _ PE60910078 _ — --_ _— --- -- - STATE OF SCI` DESIt�NED - - DliH I�RA`YN: -_ �'� SURVEY BOOK SHEET M z - OLD MERIDIAN STREET ��O�F ., /NDIAN�.•`�� - - ---- - -- - - - - 290 10 OF 119 s ��S��i�Ae �`�� C'HEC'hEll: _ ��I11- CHEC'hED: - DliH PLAT 1 CONTRACT PROJECT z w R-27940 STP-IN50(001 ),IN48(032) � � CONSTRUCT/ON/DETOUR SIGN SUMMARY TABLE LABEL TYPE CODE DESCRIP T/ON QUAN Tl TY B Y PHASE I IT II_I 1 A XW20-1 RD. CONS AHEAD 11 11 11 11 11 11 A XW20-1 RD. CONST 500 FT. S S S S 8 8 U. S. .3i 4 A XG20-2 END CONS 9 9 9 9 9 9 A XW5- 1-A ROAD NARROWS 1 2 2 I I 6 B XW13- 1-A 30 M.P.H. 6 6 6 6 6 6 1 p A XW1-4 LANE SHIFT 2 1 3 1 12�� l i 8 A XW4-2 LANE ENDS 2 2 C g A XW9 1 MERGE 2 2 10 ROAD CLOSURE SIGN ASSEMBL Y 4 4 4 �4 1 12 1 A XW20-3 ROAD CLOSED AHEAD 3 2 2 11 ROAD CLOSED AHEAD 6 S 5 Pennsylvania St. 10 I Pennsylvania St. A R11-3 LOCAL TRAFFIC ONLY - - � - - - -- -- - --- - -- - - ---- - - -- --- - - - - - - - - - - - - - --- -- - - - --- - -- - --- R 1- 1 S TOP 1 2 0 p AD vANCE DETOUR ROUTE MARKER ASSEMBL Y I 1 1 1 I 1 j I i O 12 B DIRECTIONAL DETOUR ROUTE MARKER ASSEMBL Y I I 1 1 I 1 I 4 3 � � 1 12 3 11 C ENDFOETOUR ROUTE MARKER ASSEMBL YMBL Y I 1 I ; I 1 I 12 III � LEGEND DETOUR TRAFFIC FLOW CONSTRUCTION SIGN TYPE AS SHOWN, 12 ��°ii- (J-) WITH TYPE ';4 " WARNING LIGHT � Q,. o C F—� BARRICADE TYPE III-B S 4 � 3 3. 6m LENGTH i APPLICABLE PHASE FOR CONSTRUCTION � I I I C NO TE � 1. CONSTRUCTION ZONE SPEED L IM/T.- 30mph � Hancock St �� 2. SEE INDOT STANDARD DWG. SOI- TCDT-03 -- -- - W FOR DETOUR ROUTE SIGN A SSEMBL IES. --- 3 DRUM SPA CING.- i / � 6m ON TAPERS/CURVES 12m ON TANGENTS ii i i 4. SEE MAIN T. OF TRAFFIC PLAN SHEETS FOR ADDITIONAL CONSTRUCTION TRAFFIC CONTROL FEA TURES. , j s 12 % III 4 -ZZZ-IZT i 3 11 12 � i 12 Ii4 3 11 -2T j Guilford Rd a I 12 � a I 1 12 4 0 0 r. - �� -- ---- - -- HORIZONTAL SC_1LE L '� J. IS '�.,� RECOMMENDED - FOR API ItiO��I • - -� �N� VERTINV,Ni� �.•'' vSTER' •.•. ' " Q3—�—Q CAL SCALE DESIGNATION DEPARTMENT OF TRANSPORTATION - p; N0. :N DESI( ENGINEER DATE — NOSE 9980500 _ _ - Butler Fairman Seufert _ PE60910078 �_ 1 SHEET G - IDIAN STREE C O N S U L I I N G t N G I N t t Fi S STATE O F �4/ _.- B E H - - J �V -__ OLD MER T �t-TRVF�9(Hoof —:11:1 of 1 i 9 DESIC.NE DJI - DR�ti1�N: r 317 713-4615 219 769-2333 ',Fssi .•••.•... ��' 3L - -DJI- - ADVANCE SIGNAGE & DETOUR CONTRACT PROJECT f 7 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G _ T /NDIANP..'' \ M INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 pp FAX 317 713-4616 FAX 219 769-2377 �/� �N/1L �� C11 EChE'D: CHECKED: R (9-10 STP—IN50�001 �, IN-48�03�) � ////1111111\\11 -- - - Z 0 IN SEC. 35, T 18N., R. JE. a A K TOWNSHIP 60m Lane Shift Taper Lt. 4 HA MIL TON COUNTY Z -T (wooded) CQ 7 Dr. J Bit tit Stn. C a7 Q . 0 (C-Stn., Y, T J- 4 0/0 IVFlq)151A J im Shoulder (C-s t n ) Shoulder Mat. ('C-5 P Z RCP (silted) own n I 0 \U� z 0 (0 x LEGEND C) f (131't. "C Under Construction 1v HVA FA VEAIE N T BLOG• COAN AREA O CONS TRUC TION CONS TRU1C)7Qt11S'1GN DRUM WARNIAIG LIGHT LINE REMO VA L 0 SEC 35, T 18N, R Jf TYPE -ZZT-5 BARRICADE mmilo, TRAFFIC FLOW SPEED L11VIT JO V.P.H. C- CLAY TOWNSHIP XW/J-I-A ;" ' a r \ HA MIL TON COON TY TEMP PA YEMEN T MARKINGS, SOLID WHITE 700mm Ir 41 TEMP PA YEMEN T MARKINGS, SOLID YELL OW 100mm 'T� TEMP PA VEIVEN T MARKINGS, SOLID WHITE, 600mm \ / / TEMP PA VEMEN T MA RKIN GS, 1?EMO VA,6LE, SOLID WHITE loomm 4 TEMP. PA VE VEN T MA RKIN CS, REMO VA SL E,- SOLID DOUBLE YELLOW, 100mm \ I \ / / TEMP. PA VE"ENT MARKINGS, REV 0 VA 3L E, SOLID WHITE, 600mm P HPA FA TCHING.• SEE TYPICAL I 30 mm Q) k00-11-11 Q) P SEC. 26, T 18N., R JE. `f) In aA Y TOWNSHIP HA IVIL TON COUNTY Oz- "zz FOR 41/A11VTE7vANCE OF TRAFf 17 CARMEL DR. SEE SHT 15 30m Taper L t. 0 40 (Grass) -0 ------ A fxl' t. (Gross) 7��7:-- -T I 15.241-n PIO p _7C P—Tf-:: RE -cp J 3/7? OLD MERIDIAN ST '7 P Line ,A OLD MERIDIAN ST Line 'A 4- L EI 0 Shoulder (C'--Stnj Sh o cS Z ------- Uldel- (C-Stl7j -777� (Crcss) (Grass) o ca 15.24m App. o17structlol? 0 d) C 7— D O I u II L OF OPERA TIONS SE SE(QUENCE C. 26, T 18N., R. 3E 7. Construct Re�al�?Ing Walls & Storm Sewer As Shown. a A Y TOWNSHIP 2. Construct Portion of Southbound Pavement As Shown. v HA MZ� TON COON TI J Construct Traffic Signal At Carmel Drive See SN. 55. 4. Construct Temp. Pavement As Shown. 5. Main tole Ingress & Egress To All Drives At All Times. F Q) j HORIZONTAL SCALE FILE RECOMMENI)EI) Q� INDIANA 1 :500 3/ 13 ..... ..... FOR APPROVAI 'ALE DESIGN krrION VERTICAL SIC No. u) P�IIGII ENGINEER DATE DEPARTMENT OF TRANSPORTATION Butler Fairman Scufert E -'.PE60910078 1:500 9980500 BEII STATE OF I)ESR; D-JI SURVEY BOOK SHEET DRIVE, SUITE G 0 AEI): DRAWN: 8450 WESMELD BLVD., SUITE 300 509 WEST 84TH DR OLD MERIDIAN STREET INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 290 12 11) 317 713-4615 FAX 769-2333 ....... FAX 317 713-4616 FAX 219 769-2377 CONTRACT -HZ DJ1 I PROJECT 70NA� L( I I ET K E_I).- CHECKED. MAINT . OF TRAFFIC PHASE I R-2 i9-40 STP-IN50(001 ), IN-18(023) Q) Q) o Q) Q) Lc) SEC. 26, T 18N., R. JE Ile) CLAY TOWNSHIP HAR11- TON COUNTY �c 24m App. (woodea) 5.24m A t. 7 24m App. Exis t. k 77 7) All— "A 1p RER IDIA N ST 7m C r - (Gras) C) �z (Gross) - - - - -\3 ?-- -rG --ss) (Grass)• 15. 4rn de d) A,�6. Wooded) (wo oded) SEC. 26, T 18N., R. JE-. CLA /v TOWNSHIP HARIZ- TON COUNTY 0 SEC. 26, T 18N., R. JE. N-) Cl-A Y TOWNSHIP HAVIL TON COUNTY '2'0 —vcp 200,m MCP ———— � - . ore —-- -—————— C) 0 I L N 0 OLD GA,55TAT IO (,T,,edc t/00) Tem Connection ver Har, j to Exs/t. Struc re JOm Tclo el- Q) Parking Lot Ago. 1,5.241?7 Ap Exl'qe. I?lw 0 3001 R L a, o -------- L CUP 0 —7 cy ---- ------ U�,Lj 11 7z OLD LaIDIAIV ST 13 Jm- A 4 -aL — — ------! �— '�j RIDIA OLD M� /V ST 3. 3m 4 (Grass (Grass) (Grass) Lo"- I�cf Cm/, 20 0 (Gross) (Grass) Q) (Grass, Parking Park' g Lot In �71 ------ Q) Lot p rk in Lot (51e. A,,Ic t. Q-) it. at.) uct.) Pcrkl;,� 01? ANIMAL HOSPITA LEGEND -C 2 6 7E VP ORA R Y HPA PA VE MEN T SEC. , T I I R. JE CZ-A Y TOWNSHIP UCT CONSTRUCT/ON SIGN CLA Y TOWN SEC. 25, T 18N.J. R. JE-. 7R ION AREA OF CONS I • W HA M//- TON CO TY STA VoN DRUM W/ WARNING LIGHT LINE 1,?Z-MOVA� 0 GA HA IVIZ- TON COUNTY OLD TYPE =-5 BARRICADE mm)lo- TRAFFIC FLOW SPEED L IMIT JO MPH A/14/13-1--A I-T 4 EMP PA VE411EAI T VA 1?A1N(,-5, SOUD W1-11TE 100,mm 41 TEMP. PA I IERE A/T VA RAM65, SOLID YELLOW 100ml-n '('0 NI A 1)E 1) TF-VP PA 111FIVENT U4RKNGS, SOLID HORIZONTAL SCALE ILE WHITZ� 600,mm ...... INDIANA 1 :500 FOR APPROVAI .. ......... 0 1 Ho 55 TEMP. PA VF ME-11V T I?E"0 VA S/E S,OZ IL W111T 100MM VE RTI CA L S C.,�L E DESICNATION No. DEPARTMENT OF TRANSPORTATION 4 TEMP. PA 11E A�EAl T A11A/1FA/A/0\S, /?EV0VA5Z-E SOUD DOUBLE SIG ENGINEER DATE 1 :500 E- KE1�0 W Butler Fairman Scufert 00M r77 9980500 tj� ' - rl�—C3 �-r1T ��F�ts- 7E- :17 WEST DESIGNED: DJ1 BEH 1-)tTRN7EY BOOK SHEET TEMP �0_ '-. STATE OF W- PA VLr-IVZ-NIT 1VA1T-K11VGS REMOVABLE, 501-110 MHII'z� 600mm 8450 WESTFIELD BLVD, SUITE 300 509 84TH DRIVE, SUITE G DRAWN: INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 DIA11 OLD MERIDIAN STREET 290 13 JOFJ 119 I-11VA PA TCHING.- SEL--- TY-FICAZ S 317 713-4615 219 769-2333 L FAX 317 713-4616 FAX 219 769-2377 CONTRACT PROJECT 1pNA DJ1 MAINT . OF TRAFFIC PHASE I CHECKED: R-27940 STP-IN50(001 ), IN48(02 77r 0 O O � SEC. 25, T. 18N., R. 3E. �. CLA Y TOWNSHIP HAM/L TON COUNTY 1 e � i -- 2know R — T—. ... .. ... ... ..... ... -._- -. -.. _ -'. -- O m Ste ... Q _ a / r ss a ss G (� - (Grass) _ _ d -i 30 R �QQm — -- —— —^ RCP IT m 4 �■ -�-- -- ,—_ - -__---- _ OLD MERLD/AA/ 15 7. • -� • -- ----- ------ - - - -_ -- -- -- 517 ou/der (Bit. Ma t.) (crass) -- 3Q ? P - �o AMP --- -- - - Grass) ------ - - - -- - - --- - -_ -- -- --- r p I - -- ------ _--____-. __ -.- _ ------ - - _-_ _---- ------ - —— -- L _ _.-..---- - (Grass) _. -- - - ------ -- 380mm RCP V -- - - ---- ------- (' (wooded) - i� -- -- --- - -, ) Grass 4 L Q SEC. 25 T. /8N R. 3E. �m CLA Y TOWNSHIP HAM//- TON COUNTY STOUTS Lo 7-Sty. Comm. O 0 SEC. 25, T. 18N., R. ,3E CLA Y TOWNSHIP HA T ON COUNTY l Tem Connection il to Exsit. Manho/e i' I �\ �kn , CPP L Shift Taper jQOm Ste tr • • \\ — 3. 3m 4 \�\ �m - -- LEGEND •�� OL MER/D/ /V T. 1 " TEMPORAR Y HtiIA PA VEMEV T AREA OF CO/VSTRUCT/O/V - Grass � � CONSTRUCTION S/GN p � � DRUM w/ WARNING L/GH T —x x— L/i1/E RE MO l/AL Q � Y l VA I �� -- - �� W ` (---� TYPE =—,6 BARB/CADS o ,y (Crass) --- --- � �� X - -A �_ _ 5 ROAD /NARROWS W5 / o �� 1 �_ ---- �- SPEED LLM/T 30 V.P.H. X1�V13-1-A 7 LALVE SHIFT XwI- I \ \ ------ o ® TEMP. PA V EMENT MARK/NGS, SOL/D lNH/TE, 100mm 41 TEMP. PA YEMEN T MARKIN i GS, SOL/D YELL � \ TEMP. PA VEMENT MARKINGS, SOL/D WH/T X SEC. 25 E, 600mm T �BN. R. ,3E. TEMP. PA VEM CLAY TO ENT MARK/NGS, RE MO VA, 5-OZ WHITE 1 TOWNSHIP OOmm HAM/ 4 TEMP. PA VDIIENT MARKINGS REMOV L TON COUNTY , ABLE, SOL/G DOUBLE YELL OW /OOmm TEMP. PA VEMENT MARK/NGS, REMO VABLE, So/ID WH/TE, 600mm o .�`�� L J /S�///ice I� '(.'OMMEIN'DEI1 - - HORIZONTAL SCALE FILE �. �srER�o.-9 ',; FOR :�I�I>I O V'1y1 _ INDIANA 5 � __:o No. =_ - -- - - - pA o Fdirma Se - PE60910078 - -- DESIG E �G INEEk I� �rE DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION � Curler ' _ 1:500 9980500 � CON 'U L I I N G t N G I N t t 12-:7: 8450 WESTFIELD BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G a i STATE OF �/� - -- - �R<,WN : I3F.H �,, L�F SIC��Lll: vJl OLD MERIDIAN STREET SL'R��E�� Booh SxE�T INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 � � ''•!�I/DIANP..•` `�� - -- -- - - — -- 9 0 _. —713-4615 11 OF 119 X19 769-2333 �i s A� A\ �� FAX 317 713-4616 FAX 219 769-2377 ///�S70 A� �\`�� I(yIIECKED: 13Z p --- -_- -_- C'HEChED: vJl -- MAINT. OF TRAFFIC PHASE I CONTRACT PROJECT z R-27940 STP-IN50(001 ), IN48( 023) p I Q Q Q It Q 1�{ SEC. 35, T. 18N., R. 3E. CL A Y TOWNSHIP SEC. 26, T. 18N., R. 3E. cry I HAM/Z- TON COUNTY CL Y TOWNSHIP sZ HAM/L TON COUNTY 30m Tap er 30m a w � ra 4 --- -- WEST CARMEL DR. V ww°°Z / ----- ■�3. 3m I III rind / - — F� a a o o tom:•• —= — - — - ' - � __ _ _= Eo e o -- - - m o 30m - - -- - - r r 4 M e TOP w°OZ �wary — / erg �_---- -- / / 90r-r7 Lone e , — — w°�9 9� if if h ° I If \ \ 008 if / I 4 PHASE -P \ \ /- / 8� SEC. 35, T 18N., R. 3E. CLA Y TOWNSHIP I SEC. 26, T. 18N., R. 3E. c,, HAM/L TON COUNTY CLA Y TOWNSHIP HAM/L TON COUNTY --30rn Tap er z u 4 III o IQ/ • _ II "woo, it III WEST CARMEL DR. - - ail '°I wwooa� �B T _ ; 2 50 2 VA don / 30m - 4 o / O / / rn Q If If II / n v11JJ 1 '9 J II / / / _ II 4 \ / 008 II / LEGEND I 4 � \ \ / / 0 AREA OF CONSTRUCT/ON CONSTRUCTION SIGN PHASE IB \ \ �- � II / / 8 • DRUM w/ WARNING LIGHT mm� TRAFF/C FLOW II _ II _ i 7 LANE SHIFT XW1-4 — HORIZONTAL SCALE FILE -- 8 LANE ENDS Xw4-2 �,.�`�` �. �S ''•,,, REC'oN7NIr,ND�,D INDIANA 1 :500 3743 ��.............. q , a 9 MERGE XW9-/ ..: �:Q�cG1STEq�Q.9 •,� FOR APPRON A VERTICAL SCALE DESIGNATION =aQ-. No. �cn= DESIG ENGINEER DATE DEPARTMENT OF TRANSPORTATION 1:500 9980500 o TEMP. PA I/EMENT MARKINGS, SOL/D WHI TE, 100mm Butler rairman Seufert - - ---- — TEMP. PAVEMENT MARKINGS, REMOf/AB-E, SOL/D WHITE, 100mm ��NS�� , NG LNG NC�KS -p = 1)� �IC -- � � 8450 WESTFIELD BLVD. SUITE 300 509 WET 4TH R `•.• STATE OF �C/ ?ED: �tJR�E� BOOK SHEET rr 7 7,� \ ` vII DRAWN: BEII OLD MERIDIAN & W CARMEL DR TEMP. PA I/EMEN; ti1ARK/NGS, REMO f/,4BLE, SOLID YELL OVb, /00i)7m INDIANAPOLIS, N. 46240 MERRILLVILB IN DRIVE, G . � DESIGNED:J Y ?90 15 OF 1 19 0 317 713-4615 219 7F9-2333 'ii�s �� - - 1 Z >L�MP. PAvE1�E/VT tiIARKI/VGS, REMO�AEZ4 :/-KIP WHITE,. 100r-nm�'0.6m, L/l�/E 2. 4m GAP) FAX 317 713-4616 FAx : 769-2377 ''ii,S�ONAL �`` C'IIEC'ISED: HZ DJI MAINTENANCE OF TRAFFIC I CON'�RACT T RUJECI' - — ��mn►�� - - CHECKED: --- -- ,r��F, __ _ — _ R-27940 STP—IN50(001), IN�8(03?) Z v l� A O 9\ --_ 2 mm LV4_ \ 1 SEC. 35, T 18N., R. Jf CLA Y TOWNSHIP HAM/1- TON COUNTY Z/ -r 4 �� 4 J J/77 41 • ' y 3.3m �.� ----------- AIV T -- _ -_ -- -- -- -_,'-1" I - - ------ 3B0min RCP ow_SIz ----____---- -— o _ 1 o - - - - -- - - ---- _ -- _ - - - - - _ t 1 - _ r --- - --- i - - i11 i LEGEND ��, � TEMPORARY HMA PA !/EMEN T SEC. �35, T. ESN., R. ,3E. AREA OF CO/VSTRUCT/ON CONSTRUCTION SIG, CLA Y TOWNSHIP HA T • DRUM w� WARN/NG L/GH T —x x— L/NE RE l/AL I \ ON COUNTY/ I \ \ F—i TYPE =-B BARRICADE �o TRAFF/C FLOW 5 ROAD NARROWS XW5-1-A 6 SPEED L IMI T 30 M.F H. XW13-I-A \ / 7 L ANE SH IFT XW/-4 \ / TEMP. PA l/EMENT MARKINGS, SOL/D WHITE, 100mm \ \ 41 TEMP. PA VEMENT MARKINGS SOLID YELL OW 1 OOmm O /yam 1 I i 3C min RCP—_ `A,1 - O O o SEC. 26, T. 18N., R. ,3E. In CLA Y TOWNSHIP HAM/L TON COUNTY i 6 41 - 41 z 4 m 3. 3m 3. 3m • , — - �. OLD MERIOI N_ r - :ST , Line A r � OLD 4EI�101.AN ST. Line " " rr _Unknown sZe_ ri -- 3. 3m E i i ——_— - - - y ---- -- - - - - - � 0 �NORK IN TH/S AREA B Y OTHERS WORK IN THIS AREA 8 Y O THERS � . - I i SEC. 26, T. 18N., R. 3E. I SEQUENCE OF OPERA TONS CLA Y TOWNSHIP III o HAMIL TON COUNTY Construct Storm Sewer As Shown. 2. Construct Remaining Southbound Pavement As Shown. 3. Marra taro Ingress & Egress To All Drives At All Times. i Main taro Access Across Median At All Drives. - _ ----- ��i HORIZONTAL SCALE FILE �. �sq RECO�I��IE:��I�h�I' /yam, _ INDIANA 1:500 O � .�GtSTEq�O Q� FOR _1I I IZO�-_1 ��ER'I'IC'AL SCr�LE N0. .��_ - ENGINEER -� -- DEPARTMENT OF TRANSPORTATION DESIGNATION DESIGN DArI'E 1 :500 9980500 " Butler Fairman Seufert _ .PE60910078 Jr- {` M Q CON S U L I I N O t N G I N t t H S STATE OF cv SL IZ` EI BOOK SHEET 8450 WEST BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G �� (/� DI'.�JIG_'ED: DJI _ DI� ��: BFH OLD MERIDIAN STREET f INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 ��i�� •' �!�/DIANP.•''��`� - _. _ - - - - - -- - -- ''90 16 OF 119 317 713-4615 S X19 769-2333 i FAX 317 713-4616 F4X 219 769-2377 �i00NAL ��`� 1�1 DJI MAINT OF TRAFFIC PHASE II C O TRACT PROJECT -- - - - ('HECILED: - - R-279-10 STP-IN50(001 ), IN-18( 023) o° o SEC. 26, T. 18N, R. 3E. CL A Y TOW ISH/P HAIVIZ TON COUNTY 41 3. 3m - - - --- — _ — - rm _ , x I SEC. 26, T 18N., R. if CZ Y TOWNSH/P HA VIZ- TON COUNTY O � o SEC. 26 T. ? 8N, R. 3E CZ Y TOWNSHIP � HAM/L TON COUNTY 0 o EON' h P. 0. T. STS. 73f846. 485 'A " Metric = P. O. T STS. 454f28. 7 A �En /ish Prolec t No. 222 Sec.5 9 41 a I N \\ I i --- 3. 3rr7 __ - 4 -� • CMP_ —_ 300mm CUP — RCP � 3B0 m RCS • • • • E 41 \ ----- -- - - • - • 3. 3m -- �� OLD MI 1A r- 1111f3DOmm RCP OOmm CMP -- { � � • �� ----� � o ,l 380 — - — O 6 �-°--�� o :n C= j ANIMAL HOSP/TA CLAY TOWN SEC. 25, T. 18N., R. 3E HA VIZ- TON CO TY_ / i \ oN CLA Y TOWNSH/P L�� OLD GA STATE A f-ND �� HA"/Z TON COUNTY TEMPORAR Y HMA PA VEMEN T V �� o a AREA OF CONS TRLiC T,iON � CONS TRUC T/ON S./GN a • DRUM w/ WARN/,NG LIGHT —x—x— L/NE REMOVAL_ HORIZONTAL SCALE FIL �.`� L J. /S .,� RECOMMENI)EI) C) I—� TYPE ��=8 PARR/CA'DE �� TRAFFIC FLOW `•�`�� G1ST.... .9 > > A J FOR \I I ROVA" INDIAN 1 :500 ��.�� 0 6 SPEED L/,t9./T 30 ,ti/.P.H. Xl�l/73- 1—A Q" -- -- o:: No, :cn : DEPARTMENT OF TRANSPORTATION VERTICAL ScaLE DESIGNATION r Butler Fairman Seufert DE SIG F,� GINF ER PATE _ _ 1 :500 9980500 Q TEMP. PA CEMENT MARk'%NGS, SOL/D WH/TF /OOmm o N S , ,N o t N a , N t t„S =.�, .PE60910078 �_ — 41 TEMP. PA VEMEN T MAR..K '•. STATE OF - U 11 _ INCAS SOL/D YELLO� /OOmm 8450 WESTFIELD BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G ` �C/� DESIGNED: 1)RA ��N: �L�R��E BooIL SHEET I3EH _ INDIANAPOLIS, IN, 46240 MERRILLVILLE, IN. 46410 ��i� �NDIANP .'' \�� r' - - OLD MERIDIAN STREET 317 713-4615 219 769-2333 i� �� -- 0 1 OI' 19 EMP. PA SEMEN, M,4RKl/VvS, SOL/D WHITE, 600mm FAX 3i7 713-4616 FAX 219 769-2377 '�su�0 V�\��` . /ONAB cHEChED: - ? -- CHEC'hED: -- -- DJ1 - - MAINT. OF TRAFFIC PHASE II CONTRACT PROJECT z R-`?7 910 STP-IN50(001 ), IN48(0`'3) � 0 0 Q) a SEC. 25, T. 18N., R. 3E. CLA Y TOWNSHIP HAM/L TON COUNTY _-2z 41 4 3. 3m 3. 3m OLD - 30Cm CMP —�� -_--- - - - _- ---- ----- -- -- -----_-- --__. -.__-.. ---- - -- ---- - - — —————— - -- 'mpL 3CCmm RCP ' 3BOmm RCP SEC. 25, T 18N., R. 3E fill CL Y TOWNSHIP HAM/L TON COUNTY srours I O I I / SEC. 25 T. 18N. R. 3E. CLAY TOWNSHIP U II j i i HAM/L TON COUNTY I 0 � -_ �\ I - - -.-- —ter' /Zoom, \ ----?- 1CoOm_ m — S \' \ \\ ' LEGf -- TEMPORARY HMA PA VEMEN T , , --- �� ,— ,— AREA OF CONS TRUC T/ON er CONS TRUC T/ON SIGN 3Urri, 0 a • DRUM wl WARNING LIGHT —X—X— L/NE REMOVAL - f—� TYPE ZZZ-8 BARRICADE �)Oi- TRAFFIC FLOW 5 ROAD NARROWS XW5— I—A l 6 SPEED L lM/T 30 M P.H. XWI3— I—A s� TEMP. PA VEMENT MARKINGS, SOLID WHITE, IOOmm SEC. 25, T 18N., R. 3E 4 TEMP. PA VEME-NT MARKINGS, SOL/D YELLOW, 100mm CL Y TOWNSHIP HA MIL TON COUNTY ,, HORIZONTAL SCALE FILE ,�. �s % RECOMMVADEI) INDIANA 1:500 3'743 'F,G�STE4 1.� //� FOR APPRO\ A - Q.: o'•.� ; - -_ --- `ERTICAL SCALE DESIGNATION a.: No, _ DESIG. ENGINEER DATE DEPARTMENT OF TRANSPORTATION I:SOO 9980500 Butler Fairman Seufert = PE60910078 = C T� e C O N S U L I I N Ca t N G I N t t Ii S SURVEY BOOK S H E E T -31 STATE OF �C/� D: DRAWN: T C 7 8450 WESTFIELD BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G �o�' , �/`� DESIC�_ UII -- F3EH OLD MERIDIAN S '990 18 OF 119 0 INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 /ice .!�DIANP.•'' ' sS r3Z DJI MAINT. OF TRAFFIC PHASE II CONTRACT PROJECT r " FAX 317 7134616 FAX 261 9 769-2377 '��/�,/ONAL ��A�� (�IIE 'I1ED: CHECKED: R-27940 STP—IN50(001), IN48(023) �o -�11 Jl o PVC _ ✓ / SEC. 35, T. 18N, R. -- CLA Y T WNSH/P �1 HAM/L TON COUNTY � .'� (Wooded) .1 Woaded --- — x 41 o _ Stn. Comm. Dr. (Bit. ra 4 4 � . a ., 3. 3m 4 • • M R/ T. • Shoulder (C—Stn-) 6 Shou/a'er Bi . 5 t h aulder -C 5n - _ S I x - ��5t /c> 30m T er Rt. v m v m o ter/ o Parking L o t a� � ° Mat.) 1-STY Under Construction LEGEND CORM. BLDG. TEMPORARY HMA PA VEMENT PpP SEC. 35, T. 18N., R. 3E �� AREA OF CONS TRUC T/ON � CO/VS TRUC T/O/V SIGN CLAY TOWNSH/P / DRUM w/ MIARN/NG LIGHT —x x— L/NE REMO VAL E> HAM/L TON COUNTY/ F--i TYPE =–B BARRICADE mm+ TRAFF/C FLOW 5 ROAD NARROWS X – r�}a \ W5 I—A 6 SPEED L/M/T 30 M.P.H. XWI3—I—A 7 LANE SHIFT XWI-4 TEMP. PA VEMENT M,4RK/ � \ � RAM GS, SOLID WHITE, IOOmm 4 TEMP. PA kEti9ENT MARKINGS, SOL/D YELL OW, IOOmm TEMP. PA VEMENT MARIt/NGS, SOLID WHITE 600mm i SEC. 26, T 18N., R. 3E CLA Y TOWNSHIP � HAMILTON COUNTY Vi I 1 \\ i (Wooded) ---- (Wooded) (Gross) 41 4 4 41 a v (Grass) QCJ 40 �� 4 4 3. 3m �� 3.3m 4 LD MER/Dl ST Line A °° - OLD MER/D/ N ST. » - - - • Lm e n. o e C S t Sh uLd - n _ - t - - _ r S - h u /de C - c - So ( ss . ......... cn. a o� -- — nstruction — — — — - (Wo d) FOR MAINTENANCE OF TRAFF/C CARREL DR. SEE SH T 22 SE UENCE OF OPERA TONS SEC. 26, T. 18N, R. 3E. I. Construct Retaining WC//s & Storm Sewer As Shown. CLA Y TOWNSHIP a 2. Construct Remaining Pavement As Shown. HAM/L TON COUNTY 3. Main taro /agrees & Egress to Dr/ves At All Times. 4. Moira taro Access Across Median At All Drives. M HORIZONTAL SC',�LE HLE .v J /S Rh;C'ONIIENllEI) �.... q FOR 1PI'RO�' 1I INDIANA 1:500 37-13 _ a.: No, :� __ - -- - _- DEPARTMENT OF TRANSPORTATION O/� h�RTIC z�L SC_�LE DESIGNATION rw-• DESIG ENGINEER DATE Butler Farman Seufert E :.PE60910078 �_ --- 1:100 9980500 CON S U L I I N O t N O I N t t Ii S d 8450 WESTFIELD BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G �0 '•. STATE OF ��C/� LL LL j�_J1 i �: BEH RT STREET SLTR�'EY BOOK SHEET INDIANAPOLIS, IN. 46240 MERRILLVi�. IN. 46410 �i'� �NDIANP.•' ��`� I�1' 1,I): _ I�1��ti! 0L� MERIDIAN LJ 1 1vEET _ r�' - —— — - ?9 0 19 01� 119 317 713-4615 "9 769-2333 i ` v\\'�`FAX 317 713-4616 FAX 219 769-2377 `//s/ONA� C 0-�TTR -� I I�R��1 � r/ I1EC KE1): -_ Ijl -- c�HE(�KED: --D_JI - - MAINT. OF TRAFFIC PHASE III R-`'79-10 STP-IN50(001 ), IN 18(W2 p Q) ° O N ° O °o SEC. 26, T. 18N., R. 3E. �In ►� CLA Y TOWNSHIP HAM/1- TON COON TY o � 4 (Wooded) 41 (Grass) 4 EI 3. 3m ' Shoulder (C-Stn. Shoulder (Bit. Mat.) Shoulder (Bit. Ma ) • ( � i• e A D MER/ AN Sh u/der Shoulder Mat. i s; S �. S17.;: ou der C Sti7. D ,� h S ou/ r de Gr C as s Stn, ( ( - _ Shoulder r � � u/d r -G P - e -C- Stn. _ Gr - ass) r G-ass (wooded) \ (wooded) (Wooded) TF SEC. 26, T. 18N, R. 3E. CLA Y TOWNSH/P HA 1W TON COUNTY O Q O SEC. 26, T. 18N., R. 3E �. CLA Y TOWNSHIP h / CI '{ HAMIL TON COUNTY ��at GO. - 200 -VCP 200mm V'CP ---- h r OLD GAS STA T/O/V- ° \ (Remedat�ion) ,I \ ti I ver Han L I Lot �F . j Si n T e R1- 1 41 L o Parking L o t Q o Con c. z -� (CO/7 C. �3 L 0 0 0 -- o to �f I - i _ 4 �l CM 3 mm 3B0 41 --mm P __�_______ - - RCP \ • ----- � � vm Shou/der (C-Stn.) . 3m OLD MER/DIA ST. 4 Line '4 - - - - i (Gross) 4 . _ - Gass - ��, q T e _ Yp - - \ 41 �z , - c� (Grass , a � � i ° Parking Lot Parking Lot �i �� e o �j o ° �� rkin q L o t (Bit. Mat.) Parking Lot (Bit. Mat.) +s it. P�OR�ANIMAL HOSP/TA cl LEGE1,�0 SEC. 26, T. 1 ., R 3E - CLA Y TOWN \ SEC. 25, T 18N, R. 3E. AREA OF CONSTRUCT/O/✓ \ \ ' CLA Y TOWNSHIP HA TON CO wT= — / A ;rAn0N �� ono _ 0 I HAMILTON COUNTY \ s dt.1 a • ORU/t,� w/ W,4R1V//VG LIGHT I—� TYPE III7=B BARB/CADS �� TRAFFIC FLOW �8 6 SPEED L/M/T 30 M.P.H. XW/3-I-A - - -- - - 7 LANE SHIFT XW1-4 '' I�hC'OM�IE. L J /S '�.,� RECOMMENDED IIORI'LONTAL SCALE FILE o TEiI,P. P r �9 ,� � .. iS A EML-/V T MARI(//VGS, SO��D l�H/TE, /OOmm >;`'>• >; � �•� �� ERF••-� �� FOK AI PKOVA 1.J00 3743 c ' ``� P o = -�� ' VERTICAL SCALE DESIGNATION a:: No. :�r� _ T DEPARTMENT OF TRANSPORTATION 0 41 TES✓P. P,41/EME/',1T MARKINGS, SOLID YELLOW, 100mm _i DESIG ENGINEER D �TF, r L•500 9980500 Butler airman ' Seufert �PE6�91o07$ Q TEMP. PA l/Ei'✓IE �'T MARK/NGS, SOLID WHITE, 600mm °°"S ` ' ' "° "G ' " �t~S -� �= SL_TRVE�" BOOIL SHEET '•. STATE OF BEH 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G �C/ Dk SIG' ED: D DRAjM1rN: OLD MERIDIAN STREET -- -- - - - ?90 ?0 OF 119 c 31 713 INDIANAPOLIS, 1N. 46240 219 RI69 1 2333 N. 46410 i�i��s'.�NDIANP..w\G,```�� FAX 317 713-4616 FAX 219 769-2377 ''•,`sIONA� ,•` Dz D.II MAINT. OF TRAFFIC PHASE III CONTRACT PROJECT '' � CHECKED: -- - - CHECKED: - � - _ _ R-2'7940 STP-IN50(001 ), IN48(023) Q) Q) 0� SEC 25, T. 18N., R 3E. � CL Y TOWNSHIP HAMIL TON COUNTY 00 Q) 41 41 rass 0 Q) ° 4 3. 3m (Grass)4 3. 3m �� (Grass) _—�T; - - -- 3. 3m 3. 3m �� y _ UL L) a t L e r: Hit. M h ou d � S ( (Grass) 0 v� v m (Wooded (Grass) � vc� vm SEC. 25, T. 18N., R. 3E. CL Y TOWNSHIP HA MIL TON COUNTY STJUTS I-Sty. Comm. I o .�., SEC. 25, T. 18N., R. 3E LA Y TOWNSHIP HAM L I I TON COUN T i' i i, � I c 60m Lame Shift Tapes p I o 2 p v --2-Q�r{�RCP- m I -- - -- ----- , (Grass) 41 `3'77 ��OL MERIDI N T. -- --- - ■■� r 4 - --- o AREA OF CONSTRUCTION Q) �� - - -- a: PR �') • WARNING LIGHT x MARKING REMOVAL - - - / I r DRUM w --- -. �' - TRAFF/C FL OW ° (Grass) �� F---� TYPE B BARRICADE ■""'] m \ 5 ROAD NARROWS XW5- 1-A v – �� , ��; �- 6 SPEED l_IMI T 30 M.P.H. XW13- 1-A l � � SEC. 25, T 18N., R. 3E. 7 LANE SHIFT xw7-4 T MP. PA VEMEN T MA RKINGS, SOL/D WHl TE, >OOm m o CL Y TOWNS E }S 100mm HA MlL TON COUNTY 4 I TEMP. PA YEMEN T MARK/NGS, SOLID YELLOW, TEMP. PA YEMEN T MARKINGS, SOL/D WHl TE, 600mm a FILE HORIZONTAL SCALE — � INDIANA -oo :3 1:3 /S� ,,� RE CO NI1IIi; I)FI) — _ 5 IND ER1'IC'_1L sc'aLE DESIGNATION � . I O `�Q�. �G,STEq�O.9�.' FOR 1I I RO --- - - r - - --1TrJ DEPARTMENT OF TRANSPORTATION r O ...... PI�a_ ��i I :J�� No. __ _ nE, INEE ��8 _ _ SIIEET O Butler Fair man Seufert _ Fx REST 90 PE60910078 _ --- — -- S Lr R� E 1 BOO h �° - - PROJECT s „ �o t� � � � t� �, — STATE -' w DJI �RAVINT - -- LD MERIDIAN ST �� OF 119 8450 WESTFIELD BLVD,, SUITE 300 509 WEST 84TH DRIVE, SUI1� G ��it 7i�/DIANP.•' O R ✓ I ACCT Q INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 -,,Fs �c�,,• --._-- ---- _-_ — -- - nJl MAIl\TT. OF TRAFFIC PHASE III R_� r9 o STP-rnT�o�ool �, IN-18102' � 317 713-4615 119 769-2333 70 VA LL' B G N F�C ILL' U FAX 317 713-4616 F 4X 219 769-2377 //// NAI. \\\\ 111� h I I�: -__ ._ a � //llllllll\I� - -_ -- - -_ i __ 8 � I Q 9 SEC. 35, T 18N., R. 3E. CLA Y TOWNSHIP ,per �x C. 26 T. 18N. R. 3E HA�IA/L TON COUNTY / Merge �� CLA Y TOWNSHIP �'/ �°n e HAM/L TON COUNTY 9�� / 30 O � �� / X / QII o� aj �W'u J�S �• �� / ¢ 000 rn I ° / / • - — / - 4a WEST CA FUEL DR. 4 L/NE 'PR-3" 4 �u � warn ,i 3. 3m f 250m�= er / TO jo—— o / `?e` P� � \ I� PHASE \ / I III Q) 0 8 SEC. 35, T. 18N, R. 3E CLA Y TOWNSHIP Td p er HAM/L TON COUNTY erge I� SEC. 26, T. 18N, R. 3E i n e M CLA Y TOWNSHIP / 9Om �a HAM/Z- TON COUNTY o 0 3r7'7 oll ° 4" / __ -»— WEST CARMEL DR LINE PR-3-� m � Ad wWO 250m r + --- _ - f - - / p CS J <C jo----- — W c ---- - / Q 3<y� O19 / / = n — o \ / I PHASE III J► / LEGEND I I (J1 \ \ /- ' / AREA OF CONS TRUC T/ON — X—MARKING REMO VAL • DRUM w% WARNING LIGHT TRAFFIC FLOW - - - - — --- ---- — -- -- -- ` ,,�f — `--- — --- HORIZONTAL SCALE FILE Q i LANE SH IFT XW,-4 L . �s ICI c'o I�Ir ICI I� INDIANA I :500 3 48 FOR APPP()�'Al — O3—��-:0� EK'1'ICAL SCALE I)ESIG1� TIU 8 LANE ENDS XW4—2 Q- :nu, Dh SIC E �, DEPARTMENT OF TRANSPORTATION -- 4: 0� _ ENGINEER DATE L500 9980500 9 MERGE XW9- ? Butler Fairman Scufert = PE60910078 _I __._ __-_ __ -- _� _ _ - _ CONSULTING C "JGINttf2S 11l_TRY'EY BOOK SHEET TEMP. PA V -MENT MARKINGS, REMOVABLE, SOLID WHITE /OOmrm c �O'•. STATE OF �` I�ESIc_�NED: r��I I,R �ti� - - BEII -- OLD MERIDIAN & W. CARMEL DR . -990 of 119 s - - 8450 WESTFIELD BLVD., SUITE 300 X09 WEST 84TH DRIVE, SUITE � ..ND�ANP.•�' � � I� ., 4 TEMP. PA VEMENT M,ARk%NGS, REMOVABLE SOLID YELLOW 100mm INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 ' ' 317 713-4615 19 769-2333 � � � Bl vJI MAINTENANCE OF TRAFFIC rR_�cT PROIF,c'T f CON "' TEMP. PAVEMENT -MARKINGS, REMOVABLE, SKIP WHITE, 100mm(0.6m L INE,- 2. 4m GAP EAX 317 713-4x16 rax 219 769-2377 �.,,��ONA'„��. �IC'HEC'hED: _ - C"HE('hED: - - _ -_ - P-279-10 ATP I��O(001 ) IN 18( 03?) I C' mm L11 PC ° o 0 o 0 10 o SEC. 35, T I8N., R. 3E. a Y TOWNSHIP HAM/L TON COUNTY (DID n o VV" I I - o I r O r I -- - � L �ZOOm�P�C 200mm P t/ ❑ ZSOmm PVC I _ 'IV _ . �..... RCP App. Exis t. Exis l e -- -- -- - _ o N - -- - -- 0 _ PENN [/A A _ 691?. AlIct. - -- 0 Unknown S Unknown Size -- — App. Exist. R11W I �f'°< c'; �' xist. R/!�V --- - � • { I ro SEC. 35, T. 18N., R. 3E. CL A Y TOWNSHIP ,��3• � HAM/L TON COUNTY T, a LEGEND \ t a p 0 AREA OF CONSTRUC TION • DRUM wl WARNING L/GH T _ S/GN A SSEMBL Y SEQUENCE- OF OPERA TONS - t F—i TYPE =–B BARRICADE mmlo, TRAFFIC FLOW 1. Construct Storm Sewer As Shown. 2 Construct Pavement As Shown. TEMP. PA !/EVENT MARKINGS, SOLID 1NH1 TE, 100mr n N 41 TEMP. PA [IEIVE'V T MARKINGS SOLID DOUBLE YELLOW, 100mm _ __ �- ��iinwii� HORIZONTAL SCALE FILE �. 0 o TEMP. PAbcMSIVT MARK/,NG:S, SOLID 1fH/TE, 600mm ��.�``� L J /S '''�.,� Rh( () �I1�1I NI)Ii;D 1 :500 3��3 c INDIANA _ `` Eq'' FUK API'RO�'Al -Q3—�-Q5 VERTICAL SOLE DESIGNATION TEMP. PA kEMEN"/ �'��ARKINGS, RE-MOVABLE, SOLID WH17', 100mm Q' Q Fo �9� ; --- DEPARTMENT OF TRANSPORTATION No, ':� - DESIGI ENGINEER DATE 1:500 9980500 0 4 TEMP. PA !/EVENT MARKINGS, REVD(/ABLE,• SOLID DOODLE YELLOW, 100mrn Butler Fairman seufert �= PE60910078 _-v :• =1� SURVEY BOOh SHEET Q TEMP. PA VEMEVT MARKINGS REVOKABLE SOLID WHITE 600mm �� '•. STATE OF ::` �; DESIGNF.li: DJI DR,�Iti'N: HE II > �,, -_ -_ -------- - - --- _- OLD MERIDIAN S 90 23 of 119 8450 WESTFIELD BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G �� 0 ROAD CL OSURE SIGN ASSEMBLY 317 713-4615 46240 219 R169-2333 N. 46410 Fs � CONTRACT PROJECT _ FAX 317 713-4616 FAX 219 769--2377 oNA� c�IIEChLD. 13L iCIIECKLD. �JI MAINT OF TRAFFIC PHASE IV ,�.� � ''��iinn►�� - _ - _ L-_ -- - - �_ R-2 �9 10 STP-IN 50(001 ), IN 1t3(02 3) cc °o ° ° °o i �133 O\ \ EON" % P. O. T. S_TA\ /3-7'846. 485 'A " (Me tric)= P. O. T. STA. 54-128. 1 ':4 " English ��,. �t.) i Project No. 22 Sec.B SEC. 25, T. 18N., R. 3E. 0 200 -0CP 200mm vCP _-- �t. -- -- CLA Y TOWNSHIP HA MrL TON COUNTY�o OLD GAS STA TION- ver Han L Parking Lot P(Con9 �@ .� A� � 15.24m App. C U mm CMP 380 RCP 8 RCP T. -= -- - - - -- -- - - - --- - - - -- - -- --- ------ _____________ _________-- -- - ---_-- - - -.. - - T - C —Zg� Ect OLD MERIDIAN T. S o deg C- tn. OLD MERIDIAN ST -- Id -- -- - - --- i �I Grass) - - aSS -- 300mm RCPo -- -- - .. - - - - - Park Lt PpBit ing o N1at.� o m I o \ Bit. Mat.) Lot `\ r O HOSP/TA v STATION OLD �A S scours (� 1—Sty. Comm. z SEC. 2s, T. 18 ., R. 3E CL A Y T014INSH/P HAY11L TON COUNTY P \`3 h 7 LEGEND 10 a AREA OF' CONSTRUCT/ON -a \` � \o • DRUM w, , WARN/NC LIGHT 7F SIGN A SSEMBL Y P-� TYPE =-B BARRICADE ==)0- TRAFF/C FLOW ` TEMP. PA VE,"./ENT MARK INGS, SOLID WHITE, 100mm \ 41 TEMP. PA VEM -NT MARKINGS, SOLID DOUBLE YELLOW, 100mm TEMP. PA VEMEN T MARKINGS, SOLID WHITE 600mm TEMP. PA lIEMEN T MARKINGS, REMO VA SL E, SOLID WHITE, 700mm a 4 TEMP. PA VEMEN T MARKINGS, REMO VABLE, SOLID DOUBLE YELLOW, 100mm SEQUENCE Of OPERA TONS m TEMP. PA VEMEENT MARKINGS, REMOVABLE, SOLID WHITE, 600mm 1. Construct Storm Sewer As Shown. 1 O ROA D CL OSURE SIGN A SSEMBL Y 2. Construct Pavement A s Shown. ,, r HORIZONTAL SCALE FILE ? G \ i ,' a . L:500 313 . ..!sy'-,, 1�1 c o:�r�1LDI 1� INDIANA FOR APPRO� 1 03-47 VERTICAL SCALE DESIGNATION P�G1STEgF�•-� DEPARTMENT OF TRANSPORTATION _ - - G Butler Fairman Seufert = _ ENGINEER DATE 1:500 9980500 r o :PE60910078 : --- - - SURVEY`` jY R T{� G FT yCONSULI,INQ tNO1NttFiS V C - Sl, RVE1 BOOK SIIEE O'•. STATE OF �, a_ED: D.�I- - _- - DRAWN: _ - - Ij�II- _ _-- OLD MERIDIAN STREET ?90 9- 1 of 119 _ DESK _ " 8450 INDIANAPOLIS,POLIS,LIIN 846240SUITE 300 MERRILLVIL E, IN.D464E,0SUITE G % � '•.• /HDIANP.. � � ----- -- --- 219 769-2333 , CONTRACT PROJECT Fsi.......... ��', �L DJI MAINT OF TRAFFIC PHASE V FAX 317 713-4616 FAX 219 769-2377 '��s �NA�. \ \` (SHE(_ hI',D; - � C'HEChED; _ R-'?'79-�0 STP-IN50 001), IN-18� 0?3) � Q)o °o I p � I r, SEC: 25, T. 18N., R. 3E �- aA Y TOWNSHIP HAM/L TON COUNTY ! Af Y illl � i J/', �ci \ Orr e - yv _��m Rte_ - P A (Grass) `ee Vj-;in see _ O m --- - -- -_ _ _ _ - \\ - --- ---------------- � , ; ao — ---- � aSS OLD MER/D/,4/V ST. \\ -fF "Pa (Riplll o (Grass) �� , _ G ��, - - -- - ----- —a O , o i vim. � � _ -�•/ . I i SEC. 25, T 18N., R. 3E CL Y TOWNSHIP � HAM/Z- TON COUNTY LEGEND I 70 0 A REA OF CONS TRUC T/ON • DRUM w WARNING L/GH T � � SIGN ASSEMBL Y F--i TYPE -=—B BARRICADE mmlOo- TRAFFIC FL OW TEMP. PAVEMENT MARKINGS, SOLID WHITE, 1 OOmm 41 TEMP. PA VEMENT MARKINGS, SOLID DOUBLE YELLOW, 100mm TEMP. PA VEMENT MARKINGS, SOLID WHITE 600mm SEQUENCE OF OPERA TIONS TEMP. PA VEMENT MARKINGS, REMOVABLE, SOLID WHITE,- 100177 m a 1. Construct Retaining Wo//s & Storm Sewer As Shown. 4 TEMP. PA VEMENT MARKINGS, REMOVABLE, SOLID DOUBLE YELLOW,, 100mm 2. Construct Pavement As Shown. TEMP. PA VEMENT MARKINGS, REMOVABLE, SOLID WHITE, 600mm J. Complete Median Construction At Drives. OO ROAD CLOSURE SIGN ASSEMBL Y J. / '�% "�D F U � HORIZONTAL SCALE FILE RFCO�INI�,. _ INDIANA � 1 500 FOR AI PRUVA r F°9 ' --- off- -O5 DEPARTMENT OF TRANSPORTATION vERTICaL SCALE DESIGNATION � , No, N = DESIG. ENGINEER DATE 1:500 9980500 Butler er F airma�i Seufert _ PE60910078 r^ oIN su111NO CNOiNCC#4S ,—o ff_ SURVEY BOOK SHEET �� STATE OF ' �� UJI-- — I3EH T 8450 WESTEIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G �� ``� D: SIC�tiED:_ DRA1V1�' : - ---- ---- -_ OLD MERIDIAN STREET 290 25 of 119 INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN- 46410 �'�� /At AN �— CONTRACT PROJECT z n 317 713-4615 219 769-2333 --,,ss, ,, Ij1 DJI MAINT OF TRAFFIC PHASE VI r FAX 317 713-4616 FAX 219 „9-2377 ��//ON14�IN�� (�HEC KED: - - - -- CHECKED. • R-?190 STP-IN50(001 ), IN 48(0123) � Qc �N ON THIS SHEET TO HF A 5 .SHOWN. ALL F1,1W DESCRIBED Q� j Cl_ rr r_ cj� _ aim L,7 FROV L/A/E 'A EXC�W T A,S NO TE10. 1�1) 1261 �Iq 1\4 14 1�1 14 EON: BEGIN PROJECT STP-IN50(001) CURVE DA TA F. 0. T S TA. 124-4J5.8,32 ';OR— I "P 1 433. 486 "A pE-TE-1,? C SPOOL pA SEC J5, T I SN, R. JE. P Sta. 12f358. 729 R O.F. 0. T 5 TA. 12 20.J7Jm L t. A= 15 0 0 74,3 P. T. 5 TA. 12 '297 J05 COLA K TOWNSHIP Temp �FIW For 28m P. O. T S TA. 12f305.. 519 "A HA MIL TON COUNTY 200. 000m Lawn Grading 4-, T= 26.559m *37J L 52.30,9m cx. Rlg('15�540m) P. �z Z E= 1. 756m NONE APP. Ex. R F 5 TR No. II 51 P. 7: STA. 72*384. 579 ;OR—I oj7'5- 1!� InI Tit e 9—15 & 20m NI r V of 00 m Pipe I?eq 'd j IZ aJ 7 �z 1XD -L 5 �, 145 �'45'57��E_ 0,4�2 PLE-RIDIAN 5 NJ (10 (Sur vey INE 'A Ll 4 K (Lgirt. over Co c.) 0 . STRUCTURE No. 10 �� // �` — `� & Next 4i_ _,/2zct ToVe C- 15 z I.- eet L/ w or 375mm 1;�5�R(!�q J' P.1. TA 124-255. 7%0 'A Q6 I._STA. 124-3 5�8. 1 29�'PR—I 0 P. 0. T S TA. 2*358 12 9 A� -- - ;f rV_ 24m Taper Fr ?U 7 P. Sta. 127255. ,17, _0 4 — See-5�et -No. Constr. Limits -------- — A= 54 039 '46'» Z RIW- . Ex. R= -95.000m App -1-J50 T= 49. 09_91,T; FOR ROUNDA50UT OFTAES -ON; Al R1/0 5 6.0 SH. 46 90. 6j4rr, SEE P. C. ST4. 124-33I. 570 "PR-1 c 5).E 0 ROT STA. 12-x-557. 570 "A 5 TFUC TURE No. 165 See Sheet No. 38 THOMAS KIRK A IONIV N. �-\'IRA' & LOW17 L L 17_H PA UL E ELIZABETH BARNEY RE_IFEIS _J 0 A' -7— r ic, m I z Q� o LEGEND 13P SAW Uf F UZ L OE TH CONCRE T E CURB CURB & GUT5?, CONC. ROLL, MOD. A SlY-W A , SEF T YPICALS Q�s 'A R) 1-� 1< �,,Z� �* �,_ �� Q,, * , -_ �� Xl�l _T SF-E TYPICALS Ct/) HAIIA SHOU�OER. GUTTER 1�, 1-c�, Ql', I:- Q�) �1�1 211 11�' Z) z" CONCRETE CURS C CENT ER CURS, CONC., MOD. TYPICALS HAII A PA kERF IV 7. 17, 171� c1\1 4, 12) 1- �Z' CONCRETE- CENTEll? CURB TYPE D UM MILLING, TRANSITION HIVA FOR 1'V1,0,EN/1V6— SEE TKFICALS �W z t HM13�11 E-1 262.2280 R R Spike In Pwp. , PSI 063 607, NURSERY SODDING �N IN, �1�1 11�1) P, _i_ 4- 4- C) CONC. CURS RA 4�F TlvPE A 5' INZ)1,-'A TLIT Sta. 12-1-219. 643 "A 23. 712m Rt. SEED MIXTURE-, TlvP,�_ oN_ EAR TH WORK SUMMARY 271 '?70.m Villl�7qj Trcns�tio 271 n Req 'd 7011 L 25,5,1�' 14, 581 r -./A/7 L-/ m 1-/#1 K LI/I/V / L_L_L_ V WA 5 TE 4, 737 N 7- 0 POI T 5 TA 12-1-426. 5 5 1269 HI CH P S , 4 IZ__/_jog. 269 f COMMON EXCA VA TON (Cu t) 18, 712 /77 z The Above Cuant/ty Includes 834m of Cut 2 PV/ 5ta + 12-�-320 PV/ Sta. 12*415 An d 74rn of Fill *25,�,,' For Orives. c Q5 4Z7 Q_0 7 TF/ei/� :-7262. US 267 , C. $ 40. 0,-,? V C. 40. Orr c\I 267 N N \T1 I 265 r\ kj c 263 263 Pro 4-s e grade 0. 4021 "l 4 26 261 e q 'd 4- ULZ E/. 259 E/ �262 70 259 - - -------- 257 257 1 1 1 % � N -4- 1 1255 '1A 255 -1-450 J25 12--i 550 12*J75 12*400 12*425 12 724-225 124-250 12-1-275 12*500 -- ____ __- .24-_____ ____ __--____ __ 11ORNZONTAL SCALE FILE t A rro w -0 1 ::300 3 7-13 i�Ill o m m v N I 1 1) INDIANA 05 VERTICAL SCALE DESIGiNAT1011\_ Q) No 1 : 10 0 9980500 'A F01 AP1,110\ A1 DEPARTMENT OF TRANSPORTATION - DESIG'_ ENGINFER DATE 90* _ L____ 14. 1(6 -0 041�, Butler Fairrnat� Feufert PE609100718 ----------- 1300K SHEET 920m c__ci" S U Gi �rQ I ij �4 S CC STRVE� Tele. Box I- . 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R I -} 2182916 ? 67142 TR36 1a I j w�.- 1 /2492922c�, 37176 3" jr � � (�, �C D'�i+-i0 Z - - Q N J � I 124829 24 13106 W V �� crl � ''�I ! �/` Q.� ��", z � I 48 y 'q(' S Os'S R_ i- I 1 2 93 1 I -� R I �� 5 O� ! % 7,76 . 101350 20��mm Tr -- - - J W R - -- ---- -- +--- '48'9. C 5. 5 7 35 Co�,,c C_O S O 1 �ti 63 �wr� T I i ? 6?93�q 66679 .70 Tr Q �� v1 � II (I �� I v ( (' N r iI�! I i 1 24Cz"'Y 555 �i. '"l Gutter (�-I .A ( ,� i ( '' "l I 1 J o n o I o - I J :0 7,V I 11.18�9 55y 18 91.6 Go,7C� Q - O I " a �I �� `7,`1 m * 260. 171 � O �I O I - I I i I '`]j I C� � cU 4829 608 8 415 G M �(n ' � 260. 47 l '4�%'9778, 7.332 E > � Q a I� 7 127,773070" 3740 EM, 1�18<�9,86;; 109 464 /nlef 0 I I �I I � * -- , � �p` �� 127,788734, 23196 Woods �� /_':14 92-9 1091X[ Guffer I-' � I I I OI� I� � Q 6'� c, 127,790043, 13975 Woods I 1 124 92,9 9 3� 92 488 Valve � (b � � I Z � I ' �O I O (b �� `y � � � 1�47901 �, 3�3, EM, ��IIII IIII/�� cp - - ; - -�- �- 121829 952, 19280 Conc. O I ! O i� k 1 � � O n � �� 127,796296, 9 474 Woods Cb (�� /��I I 1 1 493022!% 16 586 Comm. Sn. `V n : O 127,797140, 3 761 EM i O I 1 1 � ��c�'�� '�/�j��i�� ( 1 t83C734y 114079 Gutter ��1 I ! n �`l c., : m - 1�4�30 36�, ;a 896' Tr r I � �� 11.7,806 521, 4 704 F.M,'C)� T z 5z Z. rn 9�;..�- ; 7,7 5 I I I I O a r .Ul b - � 12 4 921 137" 57160 Conc. p :'z O �'•: -�- -�-- IL 4830.391, 7070 Cufler ^�--I , ° � E o2, i.� __ 121830531, /102'B 3'� Tr ( I i 11 I c�J� �I 127,820777, 5976 EM. r- ..Z o 0 Z O 260. 39 - 48 30 683, 79 836 .R00 I I I x a 124822 390, 55,771 M H. j y a: t � ! - -- - OA, 0:�� I I 260. 06 'f 830.__2/' I_K.503 S Walk ��\ ^� ! I ��: = s c,,�� Q � 124824,445" 11659 Woods .� �� I l I I _ V 127,829,824, 7,154 Guffer I 1 r 83O 7LJ, 51.297 3 T. � I � ��/�/� S� �� O 121830 804, 95 777 3' Tr. 'I I I I I � � - �p Z 127,829 648, 6.637 EM. �� I I I�I IN�AAA� Q 1 12 4830 848, 9 251 Cas Line s I I x �'� 127,829 640, 7157 B, of Cb. ' j /2 4830 926 :5 5.99 Conc. �y,, I, 1 I I C 1 7,829.584 7233 B of b G ... O I O r d01<<? /186rL Culver "1 gI ca I I _ / . O O I 27,829,83u, ;,33 B of Cb. C� _ _ ° I __ _ - -- L 1932.2%7 95 866 TRt73 . j � I I r, _ 1 I I Or O �- � j ._ I I 1 7,830 5 8, 9 63 Conc _ i I O j I I '4832.430, 916 3t� L ultei 11 i �� ( ::0 I i I I 1�I `� 1,7,8X1.0,.>,' 5777, /Y.// f '. � � ,IV r I � I I .� 4 4 72/ Conc. L (:�_ 1 I ! �V �7 I � % Z 1218 . 86, '984 S, Wolk I•r �» .� I / 18;1.rt r) �I uv rj (11 1_4830,548" 8�,0 Conc �-, 1 v *83150. 1✓ 5 E Bak O I `. I .. X60. 08 � � ,� �� 1 ' I I � Z G ° B3l hl; 918'V Walk > , >2f 800 i� 260. 65 O I ""1.'5 11674 97 O I -�, I(:�) O ! I ,319 woods � a C i i �I �> I I I � � y O � � `' " � 1 1 I cG 127,8 1.149 9 231 Si nal Su orf O F631.8: 99114 Fe Ul �j I ! �, Q 9 PP t ' I I /1.483 10 Y � 8 e 1, Ii ��onc. j 16389 MN I r I I * � Q � c� � .� � �I � /,'F , , /: , O n � C C 24831455 8794 5: Wa/k F_..JOB, _.1.76 E Bo -- - ---- --- ---+--- -- -- O C) �` I Z 1,' U �I j C o , < »- � '�I ( /�4931.642'91.34 H C Ram c �' O > f 4" s , 1 v J1 P i I 5u�.. _,..1'8 Curer O � cD a ' cD a C O �I 1�4 832 65; 13 741. S. Wolk i G I 124 832 34 3 .92 655 s wa1x U o � .� � a c- �I :L 48 .5.1..39 �453 5: '/k I y Gla II I ~ � I � � " 124832 384 24.216 Fe (� I -- � � � -1 1 I I OvI 11 � � Q � O a 24833 /0, 14 257 S Walk `7,832393 6433/ Woods O ! cD �I Q r 1 I `� o O cb - - 1 ! ' I O 127,832 9�5, 9178 H,C Rom �= I I - �-- 1 �8d2 450 37981 Fe. 11 Q v, Q � I ! Qa' �, k cD 1 124932 634, 10 565 S Wa/k -� �� - I I j I l2,<832457 79810 Woods .1 I' Q` 4 < I I ! QQ c� D' ( . O 260. 76 I � I I (!v I cp , • a' I 124832 647 15.983 S. Walk "_�. ►-1 260.�24 - ---- - - 1� 4 4 ,8 786 Fe. �j I' � � �/--� _ . ,_ ._ I o ^3% 6," -. I 1 I 124833.098, 15,484 S Walk » 832686, 83.696 Guffer I �° I Q 27,83391Q 31971 75mm Tr z I I I I I I cD _q �j 1119,32836, 12144 Tele Vaulf Q �j 1 � 1 1 c'1 I I O"Q � it I I I �O 5 � /77 I c_)Q . -.Q v cb 127,833934 20,027 75mm Tr 2493 .846, 11.737 F Optic Mard�e cp rr 1 1 I, �- � �� I I O CO Q 124934.180, 12 053 Troff IV H. 1483.97, 1083 6/nlef -* Q .. �D I c a Q O 124834.872, 15 4,71 S. Walk 1�7,833001, 95.69E S. Walk � I 121933 052, 91.152 Gutfei -IL � � ti 1 I F 124834.718, 10951 Gutter -- - . O 1 O 124834.821 14 330 S Walk I I 11.18,33 20, 16.745 Fiber 0,o tic � �� I e� �I � I r'O g I g I 1 � o % Z Z 124834 620 /1089 B of Cb. Q 2�833543 111749 Fe. I � I i d � �N I j 22 833561, 100.073 S walk ti I N I- ajg�Z 224835790, 13 474 S. Wolk "r � I } t 124835 949, 14 c,29 H,C. Romp .� 121834 513 149245 M.H. O I * 260. 48 f 8 00 Z 24836268, l5 626 S Walk `" G 12 83518 145.1 Gas Llne _ d 124836.18 15,107 H,C Ramp 260. 82 2, 835.331., 145128 Cutter U a x D -) O � - - - -- �s -- II I � �n CJ' � I 11835,439, 1,3558 W V _ � `9 �� __ 121835 606, 14.321 F. H d - � �I-\ u�..-124836 352, 31119 B of Cb. c� _ _ O f `=- 124836593, 17015 Culler O 2 21 835 748, 9.451 S. Walk -- _ __- _---- o-_ _ _ �� 124836 442, 53 367/nlef 1 O 12 r 835 77� 19,928 Te%. Vou/t � � --- d IN�'��) 12 4936 148, 15 73B Conc X. R W�� n 124836 773 16 722 1n1ef O O = -_===_-- t - 227,836 599 16 370 Gutter tt 27,999 20, 16151 Signal Suppor O �I c� 1 7,8 .5 11 er O 2 36 0 3 53 Guft 12, 836.444, 137930 Gutter --- _ � � �j ��C r ® * • 124936 401, 16 382 B of Cb. 1 837115 50.865 Ga.' Rai/ i -- _ cD J� 12 937,261, 12 331 S Walk - 1.1/ 124836 452, 15609 Cutler 260. 18 � 21837 464 137679 3" T. ---- - 7 QJ O -124836 406, 16 993 B of Cb. Q - -- ! I Z r� 124847.048, 13 630 Conc. �, 260. 45 �� -� � i a v o gG II � v \'' Q � 124947044, 12359 Conc. 12,807481., 92929 Culler � O 1� ,83�.518, 18 855 41 V _ �-- �� cD c>1 � ( g III � O Q 124837.635, 16,309 Gas Line 1 � rV 124847.120, 30573 Conc. 1218 7:746 19187 G V O s 0� 127,848 083, 13.606 Conc. cD >> I I p �' , O n 124848136, 12245 Conc eta 124938210, 102868 Gas Line _ ~ 24848.159, 30.547 Conc. O IL tB39 9.'1, 132 49 2 S WoLk �p I I - I I O (b 124954.803, 54.163/niel ►-� � I ' 24840395 100068 Guffer " 1 124941.266, 106.656/n/el -- 3 - O �24855342 16373 Gutter �' n � 1 (Bit. Mot.) ( / Mat. i d 12485533 17005 Gutter 1--1 � v � Q 11941307, 118.477 Gas Line , I � M' O t f�j � /''184/.394, 107911 1n1el WEST CARMEL DR. O O-2 855/9 16653/n/el 260. 88 I I I :� n O C� 1?1 941468, 108328 Gutter 0 I EST CAR,tilEL ORS 2 855615 15954 B of Cb. ►-I r_- � 260. 15 �, R1 Q O O O 124842 787, 60 662 L one D,v I A 124855 562, 16 367 B of Cb. v � F-. O- Ul � 7,V n � � Z Z Z 121843246, 155.339 12" Tr _ __- - -- - �i1 �� Q (Big. Mot.> Q O 124855992" 1.3994 B of Cb. O © n - n C1 n 124943 560, 140 605 M,h - � � � � �� 124855 998, 14 403 B of Cb. O � � � � � � 12 4 943 861, 99.775 Lane Div O � Cj 09 � O t 124955696, 15.493 B of Cb_ `� 114846.326, 129 935 I P. - �' g 127,955 560, 29 299 B of Cb. en O � r � r 121946 489, 129.Z_-5 Gutter �' nn,- - v -) � �{ Apn Exist. Rfl� ^ �ft " 124855990, 29946 Cufler o O 1'484902 60972 Lane Diu �� C - - - O O I 124855367, 45.133 Gutter - - 24955.561" 16 986 B of Cb, �-] -- O n n n 124851702. 163.655 Fe. � - �_0� '� 7fl- � _, � I ° �{ n1 124852,570, 63703 Gutter -� - - --- N � ` � Z � � - � (') (� ' ; i >� - - -- i 124957 142 14 339 S Wo/k co 127,853 337 9" 3Bu Can � L �{ ,_ �1 127,853 707 162.711 .S - _------ 127,857236, 15545 S walk ►� 260 74 � � O F I b - 224957156 111 2 Cutter - 'Z 1248541.01, 103 841 Gu C APp X --127,856 8Z 21753,6 of Cb. 260. 92 -- - - '� ,*865 I � n O 127,854 440 204 821 /ales� `o . ♦ 6 864. 4 - " - 124856.010, 226 16 Z6Fe� a a s -124857.592, 2864 Conc. -- C � C (� 124856.031', 160.681 Gd I �86 j 24857773, 3?211 75mm Ti. y � � I > O 7 7 T �. � � 2485 .804, 19 973 5mm r. � � �+ , Q 127,856.542, 92 035 Gu(1er n I /I 2 Q � � ,I Q � ,'27,956.829 97 446 CP � � I � - 124857.595, 13 742 Con c. c O 127,856,830, 112 079 w V b * 1 124858 060, 13274 Signal Su000 x� O O , 127,859 400, 41134 25 Tr I i (5 124858 463 1z'990 Conc. 124959670, 9.7�, O 124858412, 9285 nc I B of Cb. O r I r � C � 124959156, 13994 S Walk en � � 121-958.478, 159531 6ufter �� ' I � O j � O C� �I 1 260. 761 124858.758, 94 572 7/>O3 X - � O 24859 246, 30.317 S Wolk " � 260. 77 0qxD(S6(:D v 121858.905, 9.690 Signal Support O I K cD � -' ' 124859130 10903 S walk O_ v I\j cD n 124859.031, 125458 Gutter I I �, C �, 127,858659, 14291 S wo/k v1 � % n n ) �. 124859263, 9143 Conc I I 1 � n 27,859149, 15960 S Wo/k _I - O O � � Z Z 1 - - O I I� �� a �1 Q 121861.158, 15 48 R 0 W Mocker 'I 124859162, 9.437 9 of Cb. n O . Q Q 124861553, 103 494 /nlef �U I v � cb _ a' 121858 772, 15 517 S Wo/k �� tz7 , 121861794, 257289 Lone Div: � C� ' I I � cb n -, 124860245, 97699 of Cb. �t � � '-' �' O � 227,862.222, 1925E Tr. Line O I _ n �' n 1, � � O O I \76 x o t-" O ✓ �. ,, O � � � � 124862.369, 6 9,5 7 Cutler O"~ I 1 127,860 306, 9 445 S Wa/k Y a o o O � � a a O cD c,r O 124960 350, 10.739 S. Walk C r, O n cD 124864.137, 93.5,'9 TR03 cD I �� Ul ti 124860631, 11.019 S. Wolk '� O y Op O j 124864.189, 93 464 6" Tr. n1 I , ' C- 1 Q � O k' n -b 124864.832, 110302 Cos L/ne Z % I -� I Q� �� 11.4860 700, 1222E S Walk h7 �� 260 43 _ � � % C 124865.775, 124.496 WM. � � _ v '� � I I cD ti � 124860.680, 8.543 B of Cb. Q._ O � n � k I 'Q v .A , 124860 462, 30.090 S Walk tTI 260. 65 � Z Z O n a' I "I (b "*,3 Q � 124966.190, 88706 Guffer -- n n 124966.863, 109135 Gas Line 'O I Q Op 24863.112, 7,665 B. of Cb. I � Ci I� � 127,967.269, 125 976 Comm. Sn. O � R '� � I I � \, 1j � ty 21963.675, 14.461 woods �' ti � N . C� 124867.578, 154 476 Lane Div � � � 'S � � � I 7 2 � � •5 I � 7 � 24866.208, 7.080 Cutter y Vl � � `; 124870.270, 138 441 6° Tr. �' I 124866292, 7297 8 of Cb. II iv % � � � U - 124870.486, 115 034 Lhf. � -- '% rn Qc % I f 124966 721, 12152 S Wa/k co G ~ �' 121-870.675, 519,92 TR06 - � '� O N �I C� � I 124866 375 10 996 S Wa/k c o Crl � O 124870.997, 124683 Comm. 5/? � 2 � ' I � � 124890699 7056 Guffer �� , � O n � � O a� 124872.040, 151609 W V � � � IQ n I-) � I %_I % 1c� Z 124880651 7275 B of Cb. O O x w � w � ti O � � 1 124872.394" 151.445 F H d v 11 I� � O �, O � O Z -2 � * 260.921 f 9 � O 121872 472 143875 6" T 124fj*86, 10 3 S Walk �' c�� CrJ 260. � 124872 544, 104 651 S, Wolk � i I� j� ( ��0 L- O �-- 9 � � 1_1873508 32812 Tr. Line '� j T� �,_ y O `�� cD r0 _% 121974 675" 129120 Lhf �I h /r �, 127,975.138, 104160 Bldq. n1 I1 - -� � � 124876.848 1, 119.61478/dq.Tr � I j � �j �� j h �I c � � � O C w 124879117, 137399 Lhf �^1 ry I'� �-+ 124880.716, 129,467 Bldq. � r` I 1I BFS NO. l :3•��t 124997.518, 145 469 S Wolk n I' I Q I I north -56'44 06' egpu R.' �3743�AUTOCAD�ROAD�J743R405dwg 03-1J-05 AT 08.36 1 SEH 7.2 10.5 06k V1 V1 I � I �� Q � I '� � ° n C � COO Z Z Z o 12f 900 � 260. 21 90 � � � C� Q Op p' (b 121910 010, 10.93/ S Wolk 260 54 f� I O I cb C7 12-1910.036, 7.048 Culler I! k 121909 998, 12136 s. Wol x9 z 121910 029, 7.262 B of Cb. C oo 1� O T C lJ I 260. 96 C 260. 42 b Cn I Q i z Q n1 Z O �I O � Zi z IQ v I � 261. 48 ,219099,7, 3689 L.M � 79 / 7 659 ES' n I � � n any I� �61. 30 I 1.1�iJCb.� 4. Q-, � O - O 121 913 81 3, '4.6'W Pwp. & Tfp. wiJrop O j (-n I ! z O I �- 121939;0? 7()"95 EM � � � � � (D � 124,9J,9696: 4 4 41 E S. ! 261. 00 _ 1 I C� �' O Q a p 261. 12 O ! ; I T 121939 528, 10_92,7 S. Wolk �- 124939 841, .028 Gutter 124939 519, 12.152 S Wolk / 124939810, 7.268 B of Cb. 261. �57 95 124950570, 18637 Tr. Line 124950.970 25.573 Woods I I I I x9 124961.273, 29 482 6u,of ter b. � 261. 82 � � � I I �� y Cll _ ti I 124969310, 21216 Woods 124958 304, 5,447 E.S I 124969.269, 7.257 B of Cb. - 124969 325 709,9 Gut ter �I (b � z I I 'S I �� 1249x9 464, 12195 S. Walk CD I � I o � � I � Q � �� 124969 400, 10 970 S Walk II _ � 1'I - - - - - - - - - O 124968,244, 13133 C.-Stn. y Cb 1 261. 15 1 _- 124969 455 6 836 C.-Stn. c7 � I � � m °1972 342, 26.098 B of Cb. 261. 38 124969 437, 3.625 EM R� ! n I �� C` r1 1� 12497.391, 26 379 Gutter �' I I I (b I 124973732, 13538 Woods �II `�' 21973402 16.Y9 Woods o O I I 124976.092, 20 944 75mm Tr 411 124980.010, 19,992 M H Q cp O I I Q 121984 350, 22,090 75mm Tr. Q O I 9. 9 9 I `, 124985 468, 25155 B of Cb. v 124-97,3 466, 13 499 C-Stn. I ' 124985.498, 25 993 Gufter 261. 68 124 974.059, 7 008 E S O i� 124988157, 1219 S Wolk O E- i�� 124988 066 12194 S Walk w_ �O 261. 82 g I I �� 727; 11220 S. Walk � z ! � Cn � J �i I, v 124989 51�s 12 32B S Wolk z 121992 356, 25 395 GutfEr C�;� �O 124 992 j,79 '2825 of Cb. �' »4 '/ C7 Gutter l�1 9239% 251 tr z �I I 11' I ti r 1 �� I r'1 Rll O 121993.661, 20 Oi 2j 0, 5t. �d � � _ ------ h� I <f99 906, '9. ''4 6 of Cb. c v i ��1 n 1'1998 04 1'4.,9!j S Walk 261. 1S I � � //. I 464 9 02 (�uf>er � '� z `�, O � � 1249y�_ I w - m 261. 20 � � I 1 � p � ! 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I (b I ! ! 134012 476 17 725 B of Cb. 131012539, 136.91 B of Cb. i, v i, 261. 92 `� �r :Z o o ' "'' I k I I � '� 134012886, 12481 B of Cb. `7 ' 94 O �� 131072.724, 12.456 Gutter p� I 134012 415 14.308 B. o Cb. �'� � 1J-020-26', 12475 C.-Stn. / ! \ i� �F�R ..�� j o I Q I x�� 1.34011 3645, 1324U �uttc�i 13 9 4 Wah �//11111111\\ „ 8 _ I p y I C " I \\ 134013936, 1y 958 , Wa1k ( I �! I \\ > > 700 Lhf. Poie I - I � II I \ • > 13101.°816, ,6.� 1�1�15360 2��68BGuttPr . 4 ti 6 r- O 1340%'4.460 12.691 C'-Stn. _ C Cr «8 61'70 E S O `� I �g ! I i I \\\ f O j (J) 134015219 9.917 b 261.25 /34 c�s�' � � 1310 /8 7j4l5olb Z 261.�,32 � o S l �] C 1' l3f O<<104y 2_ 308 Cuter 1310 76 356< EM - - 1 Y 1J*"L/27 50� 6 396 E S 124 2S U8n B of Cb. 0j) O C 1340?304.-5, 182221'150mm Tr 194023584 12260 S Walk r1' C I I I t� I ` y ! I I ! O AA �� ' 1340 4-19 '0 9 S. Walk t� ! ! ! 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(b � 131116.658, 18308 Hedge O C ^� I I�, I 13107.9.560, 29.480 B. of Cb. 131116 785, 4.508 E S O � n O � C� ! -� � O I I o � I '� � 131079.457, 29 609 Gutter C \ 1 J \ 131087 082, 7/17 Gut er �] 131116914, 3627 EM 13411712,7 15.314 S &A �j I I ! O 7,326 B of Cb. 131117 266 19 27 3 Fe. I� ! 1 y C 1'I^+1 261. 71 131117 440 /1.734 Inlet C 131086 994, 10.981 S Walk 261. 20 13111;843 27800 Hed e � �19-0917177 1310,67/56 12252 S. Wo1k 9 Flo - . 131118120, 25.621 3 Tr 131/18.703, 17726 S Wolk �j � � � O, � � 9. 9 9. 9 1 ! � � � � p C ►y-a Q /31119108, 24 380 Lhf. Po% (,� b U1 ti U111,9-2,90, 21328 Fe. _ v 134119594, 1935 Lhf Q q ! 134119728 /0368 Gutter �0 I ti I 131120255, 22508 Hedge I I 0 I p �� 131120 567, 18 598 S Walk k I I O (i Q (b ' 261. 91 �j 131120 779,, 26 652 Rood Sn. 13f >00 131121.100, 20 l42 S Walk CD I I I I 77131104.465, 34.608 M H C O 261. 57 Cv 13112/228, 33 396 P a I I I I A 7�/ 134112 3/6 19 702 P/on ter r O ti � 131122.865, 14 071 ICU �� I I O 131113 795, 18 565 Sn. 131113 978, 14.625 Sn. N 1.31122 98�; 15 329 S, l�'olk � O 131115.314, 13.4 5 Planter O O 13 1 123 240, 17 429 Gutter, p a I i I I o I I 2 O 131 12 3 264, 33 074 E.M I I Z I � �. I 13111.,.322, 19 946 P/on ter y 1\4 131116 825, 7.339 B of Cb. 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Lot s v 131618-?? 256 7 Woods II �a '� a a 31605 476 14.143 Lhf. / �� a i O �,v �, �� ?31621144 3937 L:1v9 131610195, 22628 P Lot /k/ ( I �+I Q v Q � I286� W �'� / �J I �j 131624,74 boo i 131609 66,, 15265 Comm. Or �� a ' � - ( - J0t611328, 20252 P Lof 131630 344 3882 EM, (,� I 131630 525, 6 330 E:S 1,37L617259 13316 Comm. O,- v 261. 98 t „� I 13161'.384, 7421 IV,9. 3t61789� 18270 Comm. Or ?� �' ► i p IJ , 261. 42 �, - 7 G r I Q 1316 U.228, 19 839 Woods 131619/04, ,.759 Comm. Or. i I� 2m /77 11 0 J 1.31633 070, 6 9.97 Pvt. Or �I � 1316,32.587, 28 355 Pvt. Or. 131619 756 11.347 200mm Pie o �. I p � � � '�, ' ( � f � 1J4,5JJ 496 10739 Woods 131620 416, 13737 Lht, A I ! N\) Q 131634 336 9 281 Pvt. Dr. _ �' 131621516, 75136 Comm. Or. IL GI �� 131 634 21717, 22170 Pvt Dr, L f C' _ <; 131634.922, 28694 All Dr. j I 131 62 3 241, 18491 Lht :� � � I � � n n _ - -- -- -- - -- 131622 714 5,5917 Comm. Or, 13-A 636:96? 9 3 36 Pvt. Or. - - 134636.616, 22 082 Pvt. Dr: x6, ^� 13t63�:9U s 7370 Pvt. 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O I ! 11 131725 368, 23 403 C'onc. � I' 1„1688845 19. 04 Hedge � / i_ II II I X69+ � � 131/25 _ 3+69:'X19 18 909 P Lot `� I I 986; X2184 Con'° i 13169026 14885P rot II z` 569+ 131?2862i 28081 P L --�-- >z U 1g O ) 134 728 i00, 9 84, 30[�mm r;oe - ,,1696 864', 9.362 Comm. Dr 13172y 140, 22 060 P/anter 1.31698 44� 151/7 P Lot I ! I -� - rg 6a 2 t 569 I it I r > i0tv_8 U 18 P [c. 13 7 9074 8886 Lht. 13169adz",3 206.9 P Lot 13179662, ,5.5 Pionler � � � I � ( � � � � z 260. 44 O '- 00 I I { C ti 1✓�' 7�� 134.0%600 14 97�k Gomm r O /31719196, 6289 Comm. Dr 131731 06, 21056 Sn. I �p 131718,389, 104,1 3 Comm. Dr O �I 1 13, '30 92 16,70 S,r ! I O l i1719 435 9891 200mm Pip I I C �' 101309[D 785, lan�'er I w - - - -�- Or c� i I n lj4?31 71,7, 15034 Planter 13120814, 1.19�q Gomm,. R1 d 134 720 887, 1526.7 Comm. Or O n I I I -� n I 131732 952, 21801 Plonter O ICI I { I v 13173.3.287, 18861 Lht CrJ I I 13171.786 4.418 ES I Q C ID/ II o 1517s34,6, 16021 Planter - - -±-- -- �-- -� C� n 0B I I I Q 13173381,9 9 9 75 //7/&l' - _ I O � � O ,I I� O 'I X101 ^+� o ti � � � � 131735 001, 22 445 Comm. Or. 260. 19 f 260. 84 I _ _ _ _- i � N 13 0 �i� I �I � � � � � O � 4131735030, 7262 M.B y -- - �! �, ti �I ! I 2 d 131735828, 6.743 E5 ; ry Qo o I , d _ - I I` o - 131736 910 960 Comm. Or, .. I 131736 697, 7.905 Comm. Or. , `Q /k 134740.646, 2 .570 Comm. Or. .�- cp y O I I I 131742181, 29 314 P L of 131742 686, /0 748 Comm. Dr, f 722 131743 723, 8 743 Comm. Or. �� Op n 131,'45 756, 6 804 Comm. Or: 131723 868, 13 014 San. PH , l C C 2 ___ I I I �i � 131746 269, /0.179 1n/et 260. 92 131724 617, 3 694 EM __ = 0m _f°�_C y 2 3 AN i _ id 13174797, 865 EM. �l 260.4-9 5 _ 1 31 748 248, %3.354 Pwp '� II J" } i 131749289, 10042 300mm Pipe �0 Op 131750.391, 15 488 900mm Tr. 131753128, 14 854 225mm Tr, I I 131754.218, 3804 EM '� I I I 131758 009, J9 796 Lh f. Po% O ^I O 131757641, 7585 MB 5 C 4v' O -1 1317.58 500, 16 44, 225mm Tr. �a 131741.355, 3813 Comm. Or O�� O ( I I n 131758986, 10 450 380mm Pipe 1 n 131759 432, 7058 ES 260. 50 10174 .44,9 16,627P Lot -- 0 260. 93 ti Q I I �) �D 131760 684, 22.608 Pvt. Or. O <D r-1 ►-� ° X38 ^ 134 760.6J4, 8 060 N1. .,r O 131761.367, 9.709 Pvl. Or U1 131744, 375, 4,949 Comm. Or. �' 131763909, 22.912 Pvt. Or. Op y 134764 814, 15.357 LP W/Cap i 4 /31 745 686 12.511 L h t. Pole � 134 765 021, 7168 E.M 13174,?146, 9 813 300mm P e O O - I I 1,31766 870, 22.577 Wd Fe. j p P �1 �+ 'y 131 66.767, ;'04921171&t 13t749 479, 1177 Comm. Or �I Q % C Q 131767,47 J, 9 329 Comm. Or �p v 1 k I 131766.935, 17177 Wd Fe. F--� � 131768034, 8.854 Culler 260. 18 131768155, 11323 St Sn. 2 I R I I ' �� C� . I--1 ►-� 260. 91 131769,082, l0,816 LP,WICap Q I 1317675 8, 754 EM C� 131769294, 23661 P Lof I I I I Cn 131767.842, 17.121 511 Post v f,. I I 134 76 7 761, 14 698 B of Cb. O 13+769 531, 24 703 Comm. Or. I C jl n I { 1346,7547, B 184 B of Cb. 1 31 7711.764 11.502 675 nm Tr. TI + I � � � � I �� l � O p� � � X01767779, 8 735 B of Cb 131771913, 6 356 Comm. Or x] I I C 1 131767706, 8 085 EM C/I 6Q Co r. o C � 131768 028, 21969 P. L of 134773 713, 34 42 3 Rood Sn. �9 I C� I� �] I 134774133 37 497 Comm. Or ) III p 0 1 O ° 131767.904, 9.489 B, of Cb. \ O Bit. t. I I c 131768 050, 9 966 Gutter 1 31 775 476, �357� EM x �I I I i �j �j 131767.981 14 983 Culler 260. 13 101 .201, 43 45� Comm. Or -O �_ O I I v t. �� O 131767802, 16.498 Stl Post � O i 7 ,, - j. I I c> >6 131772765, 24991 P Lof �. 101 o 259. 21 - - 1017 8270, «z 209 P_ Lot C) - -I I - -- - - O I %t. `3 O O 1-� 13178 307, 45.864 Comm. Or � U � I I � � O � 131774 939, /6208 Lht. Pole ►� _ 1347/8441, -3954 Lone Diu lj C II O y n v 13180746, 11243 B. of Cb. v r �, n 134 7805°l, 11570 Culler �] 1.3478020.3, 48694 Comm. Or � � f 767 4 tb - ►-I I I 131781112, 33170 Gd Roll I xj] ti O 131 782.338, 'S 944 B o r Cb. 1 I 131.82.636 346' Gut ter 131781350, 48151 Hedge M ,� O I I C 131783150, 7.467 B of Cb. 131781499, 26,5 8 Comm. Or. � ) Q` � 13178650,! 11157/nlel Cr) 131782 584, 51512 P. Lot p (� i l 7/1 1 C� 131787.299, 19 430 StL Posf m �D 1782 645 49 799 Hedge v L 13 9 131786.513 30.108 0. Han � � � 9 134 782 976 27849 Comm. O v 260. 131784 726, 47010 Pw . w Li ht Q I I k O �� 131786.419 16.014 0. Hang 259. p v 131787291, 25.450 MIL p 131785 018, 3 651 EM O 5 I i p II a �° tr �' 131786 551, 74 076 Bld. I I I I \ �, �' o n 131787 009 31662 Bldg. x O V1 7 9 I p n 131787.366, 26.417 RZ Posf O Cfl f 131 87 687, 26 969 P Lot o I I 131787.697, 41.033 Pvt. Dr, C C 1. 4788 875, 3B 897 Comm. Or. X �' 131794 966, 41585 CL.T F i i v r-, O Op 131789 337, 49 933 Guy ��p I -� 134794.722, 27 746 C Z.TF - Y 131790.735, 41893 Comm. Or O I I I 131796.202, 38.281 Bldg. O 134791236, 78 352 91b O I I 1 P) 131795 898, 31.929 61dg. q n I O II Lt. -moo 0 0 a �, I I I 5 13m Cr) 111 131795 916, 26.379 511 Posf o o ° 131791403 28 687 P Lof o Q 7 -- O lb 131795 878, /9.386 S/Z Posf 131794 305 33 659 Comm. Or. C tom- 131796 302 13 898 Te% S L Box I --� 5 V 134796 382, 33.334 Bld. '' 260. 0 P 1�1 I a _ 9 259. 82 134796 336, 7237 ES I I I X88 n 131796.545, 30.220 0 Hanq 131796.750 21070 600mm Tr � � Z O I I I I �O � � � 131796 450, 15.400 Culler 131796 810, 24 792 P L of 7 /77 I I I O j �' � 134796.481 38280 Bldg. 131797544, 27097 Comm. Or. add I 13 C 134797113, 16.041 0 Hong 191797.804, 760, Gufter v V �I I I C� Q 131796.716, 15.113 B. of Cb. 131797.943 31914 P. Lof _ �� /� I l O Oct I �l J (b 134797866, 15192 Gutter w 131798 336, 9.709 30Umm Pipe Q � n �� I � ! �I n I �� 0 131798 968, 38187 B/dg. 131799.16[7, 9,055 Gufter � 1r J 11 I n � 131798822, 14 486 Gufter o 17C �p 131799.457, 15 258 Gd Roi/ �1 �� 134798 926, 33262 B/dq 134 799 602, 16 357 Comm. Sn. a 41 o j_ ,,,, _J I I I � i I n � �1. O 131799.025, 14.052 B. of Cb. 1' -- 260. 12 1.31799.625. 15.220 P. L of ✓ U�� o u r-'! �0 259. 11 131799 897, 61991 Lht. Po% �,� (b v Q� o Q 131800.25 3 17931 Comm. Sn. � I Ui O 131802 387, 15.533 Lht. 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Pole fir- :.2� o p gym; 255 982 144,363701, 1144,- 380mm Pipe - o ! 144364.49 3 25 392 B o/Cb O 144363 453 20.215 Sn. 255. 782 C� 5 p _ 144368287 9 0/6 W V ��/�' •... �� 14436 ,14. 2�.5i0 Gutter i �'� p 14,1368745 25572 2"'S �m Tr. 144368999. 17629 E Box � F � S � 144oi�.,33, 20710 TRU6 n -� - m �� !�4 i I I � 14,1369485 11,650 Eti 14,1�3 1.151, 25588 Gulley - - �'r 14137?66;' 28046 H v! 141J11'75, 6,308 E � 1 Q 1 ! � 14437.30017 X454, 910mm Pioe 36.? 1 --�--- I G �,� I _ ----- 14,1.; [one 144383751 13591 90Grrm Tr O b - �" - I In n\ 14,13, FIV � 144-791/967, 1_ 1ti(ln? 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O 1444J2236, 54 481 S Walk C� y 9. d 254.689 f 4 �3 I 1 7 1 r Tr. c� I I 44 4,32 5�, 4�.407 50m,�� 1 144 440 09• 23 6 4 W& � 254. 712 °' P S = 14f 42 1 144432511, 4899 Wd Fe Q �I� ' 1 4440 4 ✓ Ply/ E EV 2 70 144433263, 49311 S Wa/k I 144440470, 75616 CL TtF. 144433.312 3.354 Lane 14 4 440 638, 25.753 /n/et r� 14,1434 0z 0, /0 494 150mm Try ly P O • 14,,4,�4 547, 50111 S Walk � j � � � \ 144 441 30 15187 PL 48 ' � 14 4 435 193, 77596 Golfer �� i! 1 �i � � �y 144441332, 25.760 11!!4! � 144436.694, 3Z 160 150mm A I I \ y 14444/631, 24.69i H W 14 4 437 387, 4.558 EM. o "1 141442 693, 0188 PK Nail 1 144437,396 3372 Lone Div � I 144443 497, 31260 C. Stn. I `� I I 144449719, 30.527 75mm Tr -49 6 144 43,'5,70, 24 082 150mm T,� V I I 144 444 304, 21692 150mm Tr 254.397 O 144437595 16757 Wd Fe. o - I I � 744444 994 217 9 C S�fn. 254. 706 144438119 57438 EM �� - - � y(� y 14 4 438 249, 13 411 150mm 7r. 14 4 44 5 795, 1390' Culler Fy--1 ;44 439 699, 48 295 San. M H �� \ > l i� ��144 44,5-919 26.280 /n/el 144 439.940, 26.454 Wd Te. = �V1 I I � X � 144 446.160, 16.986 St. Sn. � � 14444071 26,902 S Walk � � ��. � �� - -_ 144447647, 88.802 CL TF 0 v o V� 14 4 44 7 797, 17 805 Culler ! 14 4 441 199, 17120 W9. Fe. / i I i 144448105, 31.701 Cutler v 144 442107, 27 727 S Walk ��.200mm I �� O ��i� -- 144 448 6 25, 89 072 E M A 144 442 887, 11651 US/ U o '" �i �j (�� j 144 449160, 90.99/7 CL TT 254. 082 v, - 14 4 443 390, 5.785 S Walk I I �- _ � � �%� � y� � 0� 144449 693, 79 949 EM 1 O 254. 70 ` I Q 1 4 4 449 707, 70.618 Cd Rai/ I I } i�� p C c I M. 144 449,916 79.6172 /n/et x 144 444.657, 8 070 CP 1 I ,t. t 9,i C� I t 144 455 056, 59.996 Duller O t � II Br ti N 144444779, 18590/n/el / ^� �I 144456047, 90475 Geller y Q 144444 887 5 973 S Walk Crj - n I I - 144 456 601, 18 804 Lh l Pole l in Y 14 4 44 7 692, 56 855 Lane Div L l E P J� 14,1456 634, 17129 Comm. Sp. TJ o o c y (� 144447792, 65049 Go' Roil I I Y o o r UlLOR� R A9� Z 144 456.679 15 429 cutler o 144 447.800, 64.839 Geller ? � O 144 456 835, 58 337 Lb/ Pole 144449.9170, 28103 EM M. 144456.917, 59,670 Road Sn, 14144-9-94j 11027 EM. c I i�� O 144 457652 88 622 Tele Voull t , 253.9790 144 450.166, 13 783 E.M �� C 7 . Ma . 144 458 018, 88 857 LhL Pole rri 254. 706 14,1451.330, 59129 Culler _ - i O 144458.180, 57217 Culler 144451.899, 58 766 Cd Rai/ 1 I Re � k 144460227 82.450 Comm. Sn. 14 4 455 671, 8751 EM I 1 �� ' _ 144461817, 18447 Culler 4 456 492 52 711 10wo, &b y _ 14 4 457 480, 29.92 Z one Diu fp \ / �D C 144 462 334 82 939 Comm. Sn. 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L OWELL THOMAS !t/RK /n/et Type 5-15 & 10.6m LINE 'PR-2" EXCEPT AS NOTED. , � of 300mm Pipe Req d BEG/N CONSTRUCT/ON I' STRUCTURE-TURF No. 158 27m Tap er -- , -Iae t Type 5-15 & 18.STA. 4f833. 729 'PR-2 of JO O,-/7/7? — f 3��4'9a EX R 30' 6—m - `s 2 fAPP. Ex. R/W -____- ,ApP �r --- Con tr. Limits _ --------------- PP C/T)" OF CARMEL 785m LJ 1m °46 41 "W" NE PR ' Be Cons t. 2. 1m 2. 1m - To I _ - - r - - 7 Sec. in e S1 4722E ° - PLNN 'Yz -VA 14T ST 4 I - T � M � -1.2m K -- _ __- - - - — — -- >_ - -- —. -- - m�- - - - -�irriits --- -APP•�__----. -------- � — �o- �o � �Constr '3048m Perp 62 X -- i�o - -----------LEGEND /n/et Type C-15 & 2. Om 3048m Pe TRUCTURE_ No. 159 of 375mm n I t—r. L im—its— --- -— -- Pipe Req d I ' Landscape sm t. CONCRETE CURB Inlet Type C-15 & 48. 5m 1 SEC J5, T. 18 N. R. 3 E. � Incidental Construction ❑ of 375mm Pipe Req'd STRUCTURE No. 163 1 CONCRETE CURB & GUTTER ------ - --i{ �,. - I CLAY TOI�UNSH/P � 56. 5m CONCRETE CENTER CURB TYPE ;9 ' Manho/e Type C-4 & ' HAS I� TON COUNTY BANKERS NA TONAL LIFE BANKERS NA TONAL L/FE �� of 375mm Pipe Req 'd INSURANCE CO. � I NURSERY SODDING /j� 50m Taper Rt. I INSURANCE- CO. � p � SEED MIXTURE, TYPE �- K HMA PA f/EMENT• SEE TYPICAL S O L O P HMA FOR PA TCH/NG.- SEE TYP ICAL S M M/LL/NG, TRA NS/T/ON O CO/VC. CURB RAMP - TYPE SPEC/F/ED � "� � ho �, O � ` � �- O� v- �� R � � • . of - o-j `� G• `� O h of O a, v rt- O `� h � O°O �' °j h rr c O O O Z' o- d o r r v h ) 269 - -- 269 -- /n ldent& Cons ructio 267 I o.�m AVb/ing, w P! Sea. 4f9 O 267 -- - --- V P V/ E/e v. 261. 96 265 -- -- 263 -- I 263 261 0'. — 1. 3 o I � 'or 261 I I ° 259 xis tin Grad E/. 59. 19-9- 59. 18 259 257 -- -- � -__ --- 257 255 — - 255 253 - `° �, �, �, �, o o 253 ------- -------- --- 4f 825 o --- -- - --- - _ ----- 448,50 --- - -_ -_- - _ -- - -__- _ \\ � ,, �, -- - f 950 `,`\�L J. I�N,CO( N1 \II \I)I I) HORIZONTAL SCALE FILE �,1srE �.'•'� FOR .API'RO�'_1I ' � �..• 9 �-.� ¢ No. -- -k4ft�_�- -- fl-o5 3; � A 1:300 �iutlr Farman scufe-rt = °' ____– __ _DE I(�. ENGINEER _- DATE DEPARTMENT OF TRANSPORTATION � VERTICAL SCALE �ESIG��rloN _ I -- - - _� :PE60910078 �_ 1:100 9980500 I O N S U i_ I I N G t N G I N�t li S � STATE OF d 8450 WESTFIELU BLVD . SUITE 300 509 WEST 84711 DRIVE, SUITE :o �,; 1)IJSI{-INED: I)JI [DL�,r� : HEH OLD MERIDIAN STREET & LTR� E� Boob SHEET M rr � INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 �-i� •'-••.!NDIANP`..••' �� 317 713-4615 210 769_-2333 -,Fs . �;.�� PENNSYLVANIA STREET — 290 37 OF 119 z FAX 317 713-4616 FAX 219 769-2377 /'//s/ONAL \\\ I3l 77 77 CONTRACT - -- —- --- -- ------- ----- -- -- - I I� - �- i �\ �CHFCh:ED: -- -- -- CHECKED: _ JI _ _ LINE PR - 2 PROJECT f �- R-?`79-IO STP-IN50(001 ),IN481039 a� R. 3743 A U T0C,401 RGAD 374384 50.dwq 07-21-05 A T 08.•25 1 5EH ti ti ti N ti ti N N ti ��_ ° o � I ° � Vl Vl Vl Vl O� 4� O� z o _' � ti V W a c� � � a C � 26 .331 �1 1 j � 26 14 44950924, 29879 ES. CDs �, 41951252, 30.414 EM O �- 41963 519, 7.414 E.M � � n � O � � O - 44965161, 14918 TrpLine per/ v S' �" / 44955.685, 36285 E.M. � 44963 956 8 679 w � � � 77 44959130, 11377 ROW Mocker v 44965 532, 31297 Tr, Line 41962292, 0197 Te% M.H 44967565, 0 066 ES. _ 44967879 0.767 EM � � � � � n Q `� / 7 44967987, 11.771 Comm, Or. Q � �� I i 44969.2 07, 22,999 Comm. Or. / 26 569 65 / 26 23 44970566, 0.2,6 ES Q� s 44972 876, 14 920 EM � 44974.121, 13.292 ES 44975.23; 0.943 EM _ - - U ( n / / �' 44975 757, 11991 EM 26 762 Q � aC uacu � j �� O 44976 312, /0 929 EM 26 j3 I / > 44977099 _ h Gj 5945 ES, C� 44975255, 24105 Comm. Or O I \ -- 44975882, 12 904 Comm. Jr. - - - f J 41979 423 4,561 Z.4� 44979,99,? L5,14' Comm 4-197,5826, 19,6��0 E,�1 44,979 17 17019 Stl. Post 44979 733 28 450 St,! Post - 44982520, 5109L-M /1� � 44980 666, 22/02 lrboas 44983725 8329 Fiber O,bL%c ti 44985555, B 188 ,P-0-;V Marker f 62 4499616,3 6 0,U St sr. 26 830 P EL V = 262, 402 44986611, 10837 Bush �! , ® / 44986 928, 8 488 Pwp. & Tfp. w1 / 44987684, 6,942 Tole. Vault A/ 44988.006, 7.246 E Box � , 4/988,751, 4,989 EM. 26280,91 ( �� 44995.818, 7,290 E.S O 51001219, 19,969 Guy O 51002 055 /9861 Bush 4 _ 5400 263, 19799 Guy O O O O 1 5f 000 - O 5100 , � Q 27,38, 7,323 E.M. ? 151001.314, 3455 EM 54004479 34277 P Lot p / 154012.914 1453 Woods 54007.310, 23815 .GYM 1 s 4017401 L 144 Won _ ds - 54007812, 24317/, Lot ;;� / � b 151021.260, 3591 Pwp t` 54021.650, ,37.927 IV 141 o , 51008 017, 0 3/2 EM c� --� � / �)� O 51025,919, 35 769 Hedge 54009 048, 23 782 Pwp. & ifp. w ht J rd 9 26 65 O �10 51 54011986, 27,3037 Lot '� 51028,325, 36,1094 of a, 7 �Q �� , �� - - _ -1� 1028 4,9,, 96.2 6 Gutter - � � � O Cutter 5 54032561, 35214 54017572, 2 635 EM, ;" G 51032 80� 35.024 B of Cb. 51017655, 21212 ES. > / lol 11 O - 57,034 002, 28710 GY V 54018292, 19957 C-Stn, / `I v O 51035.01,1 90.567 F Hyd O O /157,095.150, 2201 Woods � 54018796, 2151 G V J 1 OO 51019 465, 19219 EM o o / 54035,299 2,940 24° Tr. 51022165 95.164 St,. Post � ' � �� C� �` � 1 51037624 10280 18" Tr. 51022236, 2282 CM y f v �I 51039.79 28799 MH Ul 51022 979, 2 054 Sf, Sn. o � w �� 51039,835, 37156 Gutter I 26 189 A 540.39 861, 96 946 B of Cb. wza° O 51025,581, 3239 E.M. 54039.996; 33189 Fe. i 1 w J° y O 54040136, 32.946 S, Wolk CD 51040148, 90.157 S Walk 54040,171, 29,524 Fe o� //�54042 524, 26 520 Fe. 042,544, 33 002 S Wolk 1 f C� N l fI ti 54043 069, 27146 S Walk o CO o ! 510 s0 476 1151,E E.M / 0� 51045.529, 26.546 Fe. (D 51032 87J, 455 f V 54045 610 24 66%r. c:- 54 03.3;30 9 354 EM 1 // �� 54047,641, 23959 Walk 2,626,91. 54\7 4,36 1 1,5 C,-Sin. // ��5 0,7 67,? 24169 S. Wa/k / s ' `\57,047,722, 211,39 S Wo/k o z �• � 51098391 3519 ES �•J�`� X54047759 24626 Fe. ° o 54041/37, 19276 ES °� 51048195, 16.408 6Y TIN�Cn 7 w 54041 449 �Z963 ES 7 O X ::.: I 7 �o a 57,046223 15.879 G7,!v 4 042 488 7 z 8, EM 5104 220,1 M «7 �� 540492°9, 22.661 B/dg. N z 5f 044 79j 9 454 Wood 7 i I - -- NJ- � 7 - - � � � 51050285, i✓.999 5: Waik wP� R = St04482� 76072 i W z 51046.050 6C �M 54050 456, 14 8/7 Wolk w P EL V = 262 402 5404655) a 9 FM G 51046 X79, i l0:'EM � c� �� -�J 5, 050 4,2, 11565 IV/I/ �� "26J. i F 54050,659 17.30/ 5: Walti o, �'O 51050 299 22193 C-stn 51050 675, 2106.9 S Walk 67 -36 - 54050.818, /8841 5: Walk 54051436, 13897 S Walk 54051691, /-55/9 S Wolk 51054 099 28966 Multiple M,6 Q I I 54051 777 16/11 B1dq. a ��d Q �i� ! r- 1 54051954, 16.6,38 S Wa/k �� ........ �� 51067 46_? 33 099 C-Stn, 54052221, 17658 S. Wa/k G' m 9 � % II C i . c, � 5to52295 22700 Bidq. 51052286, 19841 Bldq C� I I 51052 848, 14.998 S Waik Z :o , p �:L o \ a 4 51054 349, 15 445 S Wolk ter' Zy o o a; 262 374 54054 362, 14 02,E S Wa/k ° 26 24 c� ...OD.. ... ;�'��•`�� 54055163 16145 Bldq. 1 54070,144, 8278 Woods I II 51055384, 14.880 B/dWa/k 51070265, 1519 EM 54056,011, 15.715 S Wo/k 57,056.060 14 355 S Work Cr I o i( 510.73.950 6 52z E..M ! I I I y 51060 800, /5 0 4 S Wck `` I II 54060930 14 901 B/dq. l 51060 871, 15 07-Bldg d - 51061150, 16:229 B/dq 26 798 26-1726 I ii 51061226 13597 S Wa/ti O 5*0,74 0}'9, 1314 EM t 54061,247, 11975 v1 57,077 s29 31578 -S�` 54061296, 12 34 ANA- 5-7L 062 758 14.9,%0 B1d q 54062 779, 1 585 S. Walk I �i 54068190 0 82 3 Conc. � x 51080.46? 0 852 Cutter 54071595, 22 723 9/dq 54 080 546, 0,569 B of Cb. 9 3 �m C 5 7 CO Q 40 1595, 15 062 911179 s I r 54080 69, 0, 19 F of mob. O n 51071650, 15.212 614. I! 57,090.7 30, 0.5 34 B of Cb. - 1 _ q 54080 781, 0 542 B of Cb, a 54074,819 2?528 S Walk 26 027 I _ - (D � � 54074.86 3 3120 Wolk DO O 57,080 810, 6 297 EM. - - �1 O 51074,929, 15.450 S Wa/k 1 `ti 1 I 54076 049, 14 401 S Wa/k 4 I \ V \ 57,076.257, 23143 S Walk O �• �`� I 5409,592 6 5 96 S Wa//� O O 7 C 51079 790, B 182 S Walk 54079 931, 6 685 S Wolk 1 _ 57,081379, 9104 F Hyd 54081.573, 8966 F. H d 54094 905 8270 F,,ber 0 tic p d � 26 888 54 093213, 5 622 EM I x ry 54087,676 10,564 ,re% SpL Bo O 261 88 1 Z � 54088.859, 13129 E- Box a I 1 I j O 5t089.1,AI 9 I 51092 939, 6.907 S. Walk 57,093 019, 60491 S Walk f 107 19 1 54093 095, 1185 B of Cb. LTI,It 51108302, 5 035 EM ~ ~ 54093.167, 0,9J9 F. of Cb. 57,109 414, 1806 EM I ! cD �I v 51099185, 19.227 E W 51094,495 26 826 E W 261. 748 51110152, 5.075 EM I n 54109349 ,3211 B 51110 445 5.159 EM I of Cb. f 1 j �' I 54109394, ,3003 F, of Cb. �--] 26 77 54111493, 7118 Comm. Or. I I cD (� 54109.701, 8 732 S Wolk C mm. Or. 51115 564, 6.836' Comm. Or 57,109.747, 7232 S Wa/k 54116 954, 4 979 EM j 51110 938 8.71 (b 2 Fiber 0 tic 51117 075, 4 729 E.M. v 1 p Op . 57,111.913, 18,102 E W p 51117552, 15145 36° Tr �` O �' 1 5411421, 3.686 Gutter ►"� 57,/19 732, 26 790 36» Tr - - O -� I I lj �^1 51114 258, 3.943 B of Cb. 51119163 7 496 Pw . f..� p & Tfp. ww/L?Top �I c� I 57,114 7,59 8.752 S Walk n �' O I 54115 948 11067 Hedge 51119 521, 7117 Pwp I� c , I I. I O 9 + 54123816, 1104 E.M N I 57,115 975, 215 S Walk � 57,116.985, 91.'940 S Walk 261 65 51124196 4 511 EM �, 54117926, 7101 S. Walk ! 54119817, 95765, Walk n I I O 54121199, 6.585 S Wolk 51129 304 15294 I 57,123.830, 7900 S Walk 18 Tr t, ►� ►� I ! 57,123.947, 6..391 S. Wolk 51130 084, 28 477 21° Tr I �l 51124.278, 5.18 5 F of Cb. O 54/37 859 161 45 2 4" Tr. �- 126 301, 7.915 S Wolk C �� 126.669, 11.083 Hedge 54139 042, 27 994 18" Tr. 57,139 058, 0 970 EM 1 � 57,126 951 5 644 Fiber Optic 1 I 57,132.259, 11.421 F Tr. L 1ne 261 530 57,139123 4305 EM I� I 57,13313,3, 6.529 B of Cb. 261 53 54142 62 0, 27949 /9" Tr ,� - �- y y 57,144 541, 4 964 EM -� I I � � � � ~ 51133.173 6 589 S tte/ _ 57,145.155, 29147 18 Tr. � Wok � I � � I � � n1 � 51134 326, 6:612 B. of Cb. EAT CON" TR C /O 57,147060 6 294 Comm. nc I v 0 0 57,1.39 662, 922,15 Work ►--� 54150 622, 6105 Comm. Or. 14 l 54138.703 6.6217S Walk 51150 97? 7 492 36" Tr. - 54139709 6 423 F. f * 7 2. Q n1 o Cb. 57,15.3 614, 4,29J EM I -- Q b 54141322, 6 6019, of Cb. 57,154.569, 12941 /9" T O �� I Q � 57,141.971, 8.149 S Walk 57,172 702, 22 793 Bld. 9 / I ^ 57,142.010, 6.432 Gutter 57,173 004 9 991 B/d ` , V 267, 427 J 9 -k 4 7 h O,5 57,143.3/5, 18 676E W p Z y a l - I \ 57,145.502, 12 918 3�" Tr. O 1 I I 0 54145.632, 13 477 Hedge 57,146122, 7.142 Gutter _N C C O O I I I 54146289, 7389 B. o/"Cb. � O n � I I 57,149 979 12257 Cos Line Mkr, J ,� 57,153.937, /3 037 3 Tr �II o j `� n O ' \ Ito 57,154.955, 1 870 Hedge �o 57,156.509, 19,793E W O � O � O f 15� 54159.321, 21.291 EW r, n O O n R1 �� I 54160.723, 14.212 6 Tr. 267 334 Q Z c C C 57,161290 24,605 EW �`�\ \ 54/61.927, 9.862 Gufter y 54162.416, 9.991 /nlet O ~ O � CC 57,162.581, 14.564 E Box O O I I 54166.270, 10.835 B of Cb. b n O O 57,166 658, 10 663 Gutter I C� C I I ii 51166 713, 12 492 S. Walk o ~ I I I - -- 54 167,725, 11.301 B of Cb. cz n ~ I I II 54168027, 11149 Gufter °b co � � � � � I III o v' co ►-{ (� Oo I - III IIn 57,169.562, 12014 Gutter O co - �t� 57,169.681, 12 34,3 B. of Cb. o o = I IO 57,170.837, 13 049 Culler n y o �" may\ I I I = 54170847, 15866 S Wa/k a ° O II - ' ----------- 57,171.950, 20.575 S Walk 57,172 796; 16.508 B. of Cb, Ilo° 54173,084, 16.650 Culler 57,173304, 27.097 B. of Cb. �1 l ` ^` ^ ` ^ ` ^ ` 57,173.449, 20 670 B. of Cb. 57,1179504 26.726 Culler 57,179.715, 20561 Gutter B FS N 0. 374 , . (� (� V� ( ,, n 57,174.469, 16.457 M.H. Lo I O I Oh SAS I � h h h hr N N N N N N -S p Imo, C� ct Q' J � Q Q O Q Q ? -1 Q 14, I �I II II II II II P 0 00 ` � \\v \ \i V �, a v � o Iz 190 Z � • � ZO VOA �� O � Q o \ 11 1 h 1� Q 1 � 11 I I o 11 � W ill J � O - _. 1 , 1 ,,r PP � v � • O 1 W I r I Q � \ 6. 6m ! - � I o v v v Q F° 06 8 Z A-7 -7 E-+ v 888 860 f 6. 6m 6 R I I Z � o L �8s 8sZ Q Wn �. 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V �� 1 o r 9q - " 540, 604 22 70_" EM f 8 5100756,? 8838 B of Cb. 5, 19,957 EM A X4008619, 850 B of Cb. Cr 54005259, 9 9,1-3 S Walk �\ 00 1 p 571023244 13,307 EM C tT Q O 51009 405 12 615 RW T 54024.745, 14 724 Conc s� 571025 872 11-524 Conc. _ 54011014, 7765 S Wa/k n " 54011.022, 7650 B of Cb. � J O ") � (b 54025778, 676'7 EM. > 3 S ' f O n 54025170 14 634 Conc. 5t 0�0 563 1,,.648 _h. Pos I �� 54025 042 14 6,1-5 Conc. 54010.995 7,490 Gutter U1 7893 B of Cb. �� - "" 54026.298 16242 Conc. �- 2,568,96 57,010,2 69, _ � � O � � 4 � � 54026141, 11686 Conc. C 571011.045,, 9979 S Walk � O \ �\ I �" 54027964, 19 681 Conc. I� ti 51015/68, 6621 Gutter �� 'p Com D�• �I, 4 II � � `o ' �5t027725, 18852 Conc. 51015196, 6 786 B of Cb. � � � � � � n� �t. t.� �� ]� `'�1 ! Q�• 51028 061, 13 443 E GV Vl TA = 54- 30. 0 5401599, 34797 Brdg. a, \ �� 51028 373, 14.918 E W 510/9,1.5 6 326 Duffer 25 . 40 54021.940, . 402 S Walk 0 90 �O 54029733, 21.944Comm. Dr P V1 E-k (/ 54031.99 3 33 445Comm, Dr 51023599, 9806 B of Cb. 23999 7175 Duffer � v � � 'kl �� G \ 54032543, 4.602 Sf Sn. 510 V 51032 798, 21.058 900mm Tr 571031.745, 27137 Bldg O 54032293, 1213'2 E,W '7 r 5 7 3 3 7 82 Gaffe M 25 .65 571034 708, 9.177 B. of Cb. 0 54033 047, 24.234Comm. Or N r � ± \ � � _ -- ^�� 51033.462, 1,3 826E W 25 .25 54035014 12999 Conc. d y 1- 71 S Wa/k i - - i �1 571033 47, ,2 EM 57103414., ,.6 c� �, I 51035 792, 33135Comm. Or. Mme, 571034 705, 6 474 B of Cb. O 51034.699, 9.374 Gutter 54036 631, 20167 Planter I 54035 046, 18 566 Conc. O O� i 54036 350 21861 Planter 51038 025, 2Z 761 Planter o 51037 7,�5, 15.86'7 Lh f Pole I I�j 540,799L5 9 048 St/ Posl p ^� v a I Op I ~ , O Op O Cp O� I 51037162, 24,649Comm, Dr. (D 571039 240, 15 39E Conc. .� i 571038 80? W Q 040 799, 9141 B of Cb. t 00 Pw TIp. O O� I O 51038 863, 7,2 4 E ►--,� 48 54040 500 ,2 061 Cane. a ^ 1 'S O I Cn 1 51038182 20.944 5// Post O 25 51040802, 9331 Gutter -- ^� `b O ^*/ C � 25 97 57104/579, 6 490 B. of Cb. Q � � I I 0�� X51038221 5200 RW 51041. 326, 6254 Gutter Oo / I y 5404059, 18153 Planter + 51042 544 7.658 S. Walk R1 �j� (n I �� 084 8.081 54042179, 7357 B of Cb. � :,54040 51040436, x.570 Plonter _ - -- �1 54041115, 9.903 1200mm Tr ,..,� 51042 390 7750 Gaffer ~Z f 059.3 51051.765, 7.020 B of Cb. � 54042 405 20,543 Plonter N O 51051477, 8 468 Duffer � -I 1 O � ti 54042 669, 21.974Comm. Or. � `D / I �� 51049101, 28l51 Bldg. 51051,907, 9-794 Lhf. Pole _ 1 C 5405 f 43' X5135 Bldg. 0 51051.642 9,246 P L of App. O J I �,, O n 51057.723 6.770 F W y 25 . 411 06 I lb 25 . 70 51051570, 6.517 catfEr O 54051,639, B 909 B of Cb. -` O�� { O 51058.224 3 994 EM 5105/450 9.233 Gaffer - C 51060 004, 8219 E!1 - 4 r 3 16 EM n 571063349, 39650 EM. f 05.323 5 8 n R° � y � � � `7 � 51063 533 5189 3 Conc. Q 51056 249, 19.463 P. L of C - t� �1 7,D I 571063 55/ 4,9414 Conc. D 51056 727, 19.599 Gd Rail _ _ a' O p 51063 70� 50,992 Gd Rail 0 51056 646, 9149 Gd Roil C� 6 9 �� O ° �t 9 7 53187 Gd Roi/ 056.297, .9,287 P. L.of I 1 v 5106 .45 . 51058241, 7269 S. Walk G� I�- Cp 51069,522, 51945 Conc. o C .084 5831 EM nl � � � v c 5, 058 Ul 1 v i j 25 . 42 51062175, 5 5337 Sn. 6�m 3/rl 1 _ Q N � (b 51069.554, 4 9655 Conc. O I I I I I 51063 260, 71965 S. Walk O I Cpl o 25 .52 �, I �I 51069 628 39649 EM 54 063255 5 7446 EM ti 51063304 8.4135 S. Walk (� Cif �O I 920 n �? 51063361, 8 7870 Conc O I� 1j I a I N '� z 51076 962, 10 3130 Tr. Line 51063362, 9.5587 Conc. �� II I O I� O 571079 089, 5.5973 Pwp. & Tfp. 571063 538, 25.1785 P. L of ' O Z C 54079,169 157145 300mm F 51063 627, 8 7454 Gd Rail �t� '� r. �,, r C r 571063.741, 231494 P L of � v J I- I O Z 54079 994, J9174 E.M. O 571065388, 203651 150mm Tr. �o O I p 00 t �j 571080208, 6.4910 300mm Pipe o C ✓ 51066 394 B,9314 Low Sleel I I 4-085 O y v1 C" ✓ O 54 068 27.3, 17.8367 P S D. O C � O �1 � � I I. 7 � �• � � ° 571 082 379, 71442 Comm. Or.(Bi Vol.) 7171 C- O 51068 960, 23.1492 P.SO ` , i � �_- �. � 3 6.1m fit• c ` � Z 1 n1 7. Vol �Ti o Gd Rail I 9 14 20 0763 Comm. Or 25 . 48 � 571 069 057, 9 6098 y 571069199, 18.0180 P.S D n c� G� 51082 5 51069 353, 23.2466 P. L of � O � � I I� `,- � 7 7 v (,� r � 51083 352, 10.5794 Comm. Or.� 7. Maf.� 51069.386, 83964 Conc. I� EN Olt/ T C' /O 51069411, 56611 EM i I ��' a r � n 1 '� 06,9412 8 6345 Conc. O 571085,431, 202770 Comm. Or. l. Mol. C� 51069 437, 8 3310 S. Wolk I I I a n 9. �O - 1 EL �/ , 5 �, 51069 550, 20.3609 P.S D. � � � O � �' � �� 571087108, 9,94J2 Comm. Or(Bi Mot. o y ~ I I O� �' Cb O Z O I y 51088.244, 3.8845 E.M _ (� 51069 836, 2,�2857 P S D .. I � I � � � � � O O O o O O w 4 O 51074 043, 20.4099 150mm Tr. 51081237, 170,'16 Riprao rr r G� ti �' 51082 451, 17.6863 900mm Pipe 1 I j y O Op nl O O O I I ° v O 51088 980, 6.6235 Comm. Or.�Bi. Maf o 51093 486, 0.6699 150mm Tr. Q1,- I I O O O 51083513 17.1005 Riprap r\,) `I O ( � 571091325, 60962 300mm Pipe �- 571096.861, 54327 E.M � � 0 0 °3.9244 P. Lot �,,� I I 571092193 4,0121 Comm. Or.(9i Mal.) 51088264, I I 54 088 533, 9 4305 S 41olk" VJ, ( 571088 597, 72550 S Walk j *10 BFS No. :3(A:3.0 �'`) 51099 994 13 7787 B M R. �3743�AUTOCAD�ROAD�3743R453dwg 07-21-05 AT 08.34 1 SEH N3 NO O � � � � >0 � � � � � I � � I Q-_ z zO � s o � � C o zj hi N S 41- n O � � �� - (--n r r � Z Ua F- o� I� --k3 � � I� Z I� �i N o Q � Q: o ° ` lb 4(964 436, 17891 E,W o ! I a I C�� u 4(964.531, 19.374 EW C' I `4,1968152, L 540 Gutter 44968.604, 5202 Cutter cb cp Cn A p 4,1969 034 21387 3901171 ipe O ! I I \ s 44969 496, 13263 W W Q O 4f 969.483, 20 W 708 W 4,196,9 507, 19102 W& titi , i 4,1969 731, 20 835 W GV 4,1972 358, 15.049 18-987 W W 4968072, 1542 Gui`fer h' �4*972399, 14765 WW 44972409, 19219 WW*968295 85.50 Duffer 47L.9694 12 937 375mlr Tr. 4,1972 599, 15254 E W (973341 16,479 IG'W i ' /� 4(972 629, 15.182 W 01 4 73 496, 16,6<< 4- / l / �� 4(972 696 l4 781 W W (973.692 10.546 /nlel f / �• -472 664, 18,735 E W � (974008, 15222 WW ,� � � � � � � '` � (9 44972.668, 19236 4/0/ 4974 233 15:327 W.W r- '` �� (974.262, 15.318 H,W, � !/ '� � � 4(972.673, 18810 W W (974 263, 15,078 /W �� C ti 4,197 2 710, 14 693 Conc. /n ' / 4*972.774 19285 Conc. 49.74.705, 15,429 1220m177 Pipe 't �� (975 286, 15286 H.14 / " __ 44 973 007, 14 680 Conc. (975299, 15.028 //4 / -- �Omm CMP _- 4 47 979 062 /9.296,1978 343 8.284 SnConc ,1975 327, 15,27,3 W W. `-�-- �O ,1975.530, 15.163 W& 4,1990 464, 46.0 0 Riprop -1 W z c *976 219, /6 758 W W _ 4,4991.555, 5155 Culler w °� (976 358, 16.627 W W _ 4,1981844, 45 904 380mm Pipe /' ' \ 4*992 719 9956517 47'9179 J01, 12 356 1501??m Tr. / X 4(98.3 025, 1540 Culler -44990427 18.222 IV /7 _ __- �T� -� �-4-(983222, 45.553 Rip,-,7p W m 4981196, 0.061 Lhl Pole 7 _ �� - 44984 436, 7989 1,P 8 m ? *98,x.382 172 69 300mm Tr _1 - �� F- � o 499154? 12 066 /50mm T- =L �� 7% 4 4t,994 57�,1995 990 0.009 Gutter m I 4982191, 8,966 ��uller � / "' 44987.460, 10 0_, EM. °U) c 4982 871, 002-9517. C 44987.804, 4529,7 E S. lr� n *993 008, 10 502 5/, Sn. `� - °j 4,1989,99! 44 764 EM o z �. I 49831,35, 1544 Culler � 4,1992430, 20.J72LoneDii< � O *985 503, 37967 3175mm Ti; / �� 4,1992 924, 45,071 L ane Dig. h *985 583, 24.976 375mm Tr. �' 4*999 734, 10 043 EM. - -_ X X z *996.09 10.869 Cutler .� N�� 4987.8;3 8 80'E M � 44.999 826, 25 966 PK Jvai/ M �� 54002 ��ane � R 4990.168, 31909E 54005 056, �5,979 S Walk cy)11 w R �, 4995.461, 19145 Lane Div » w_ + ti � 4-1-,9L9,5.55,5 - N Z= I �{ � 23.059 L one D;t: L e "A \ sf 005176, 44 295 Z,41 N rt _ 4000,710 14.022 PK Noii 5 T �� 54005910, 11.350 S Wolk I d ER I �� ° 54006128, 10 409 EM o m O 25 • 96 54001.989, 33 979 PA' Nail �� M _ n G.� .� 54006.722, z7 009 S Walk O 5*004,598, l9 0 0 L ane D/v = a r � � �� - 5,1006 984 19.846 Bar. Rail F1 O 4004.840, 25.097 Lane Dig: _ _ (Bit. mot \\ 005, 2,195-7 S Walk 4005 782, 18 953 EM � � _ �� \54007188, 22 930 Wd Fe. 4006136, 25,323 EM. f 54007274, 14,9J4 Bar Roil ��III1 5-1-006 622 12 984 S Wolk - - n { �* - - - 54007 311, 20,409 Wd Fe. 11 �� d ��i �j 54006.714, 11.78 S Walk E?� - _� -- 5*007 356, 19 586 Bor. Roil �/�'>� p 4008 796, 0 499 EM I � - 5*00,?635, 19.276 W W mo 9�� _ Q Ul 400911 , 7160 EM -_ ! 54007.652, 15134 Bar, Rail n _ 54007693, 10 469 S Walk rn F =r .z o O . _ SS� rt' 5*007720, 1,9 0,74 EW 4011,435, 6 009 EM 25+. 0114 *011.961, 2193 150mm Tr - - `' "17 � o o�i��Cq� 4014171, 5610 E.M, Gross) - `� �� \ � � 5,1007842, 15.245 WW %2 00 4 014 56,, 17 527 150mm Tr. - �� ..• .a � � � 54007953, 15 825 _ -- : 5*017942, 17967 Wd Fe. 6 mm 5,1009 231, 7.966 EM �� NF S� �� 4 019 075 14J4,5 Wd Fe. � - - - --- - '_ 5*008298 15 389 W W 11111111111 4008 621, ,3 32, L ane Oi � 4 018 73� 24 417 150mm. Tr: � �� - � � � � � T // j � � 5 � �� 4019.095, 71942 150mm Tr. _ " i / ", 5*009784, 13147 F�%rap T j p *019 312, 10 679 JnJef _ fi' C3� ,�' �1 .5*008984 92 720 900mm Tr. L 1: 4019 420 39 728 >50mm Tr - - V' �i `� I y � 54009 250, 8 417 EM 57,026)319 47367 150mm Tr � ' O -+- 5,1010118, 14 32� W W Cr *020 440, 50 528 Wd Fe. d t / 54010195, 14 495 W W 25 04 • � d . �;. *026.63? 1;:309 150mm Tr. �; I � � � � 54010.450, 9-561 C Roll E T 1 � � 00�� I �/ 540106111 21362 WW 5*010 614, 21188 W,W V1 S TA = 5-7 .30. 60 0�9 058, 14 596 Wd Fe 54010.799, 9.219 5l. Sn. 5 ; ; ! (029200, 5. 1� EM -� / r / �� 54012 X19, 81811 �V c *029 428, 13 758 S Walk 5*012199 25 d fV P Z V 2 4, 7 6 �� i / �j N Z:� k-n � 5403.381, 31426 Wd Post 54030.091, 12238 S Wolk �X c� l � 5,1014,412, 29 718 Wd Posl / / �' C 5*01513', 25 92 4 Ri ra 403. 53, 24 276 E W �� l P P r, 403.3 464, 23905 6/0mm Pipe / 0.� 54015.275, 14,416 Riprop 25 .20 cry 54015363 279,9 Wd , e. w ti O 4034,021, 49 816 Riprop y << 045. 67 / `D C 25 . 67 *034 100, 22 561 EW ° o �, 54017876 33993 S walk n *035 535, 16 791 150mm Tr. p /0� 5,10/9112, 30 54 3 S, Walk 4044.319 47107 E!V - o� �' 7 J� �, , � C 54020.412 22 700E W d 54049 912, 49 036 E GV � � � C 5*020 471, 24.584 E W C 17 3 l ! 54021153 35 O �`' ! �ti l Q (-b 54022 094 8.355 Cd Rai/ / "� 0 54022 631, 16 447 Riprop �N *050 662, 17262 150mm Tr c 54022 956, 13 059 P,S,D s I� 25 . 45 5 54 3 05187, 901,5 San. P.H. 4 � � � � o � I i V �� I / � � � � 5023 338 13 , 988 P.SD 25 . 69 I I , 0549z 23299 E W 54027433, 7.936 P.SD. ti � � � O 4056 95�, 49 606 E GV / I r / o 5*029 455, 7911 P.SD. O 4 057115, 5,205 EM Z C i �� O I �, 54028 886, 7859 Gutter 5*029 033, 8 209 Cd Rail -� 54029.461, ,3279 Lone Div *057,625 13.252 S Walk �a y � � � l v 5,1050.095, 9 058 Pwp. & Tfp. k IOrqo 4057664, 14.094 Wd Fe. / l 4057712, 11741 S. Walk ti� �, �` 5,1056 889, 7 633 Gd Roil 25 . 64 4062 659 4 916 EM. r � II 4063290, 15.474 Plan ter 1-] 25 81 *063417, 12872 S Walk 4 5,1057214, 3.026 Lane Div 4063.429, //.464 S Walk ( 54057 429, 7,307 Gutter Q *065.305, 23 462 E W / -� / � �l � 5406.3.618 7232 Coffer 1�+ ` 4069 864, 15 936 150mm Tr �U 5,1063 794, 7339 Gd Roil �..1 C9�? ~ r y 4076 215 15 678 150mm Tr. i / l 5*070146, 7235 Gd Rail I---1 F-1 4077515, 23 741 EW �'� i / 4) �p q,945, 13 446 Wd Fe ' 7 �� / / /l ►V H O - *080 458, 4 6.39 EM / / / / dd 54080254 5.375 Coffer 254. 97 ti 5-1-090-921, 14.693 Planter *080 965 12.538 S. Walk 4081058, 11099 s Wa/k 4081474, 23.597 E.W i 7,095.02z, 15,211 150mm Tr C O i o ao cJ, 25 . 7 ° ! / 000 � v, � c�, :�i O O rn _ 25,v.J1 Z '� r o 00 255.Jo �� C No c Ns R c ri » ,> � 00 v °0C � r-< (J� Q O ° O -9 \I v 0 w iv 1BFS ;\,o. 374:1.07 `' I I i 5.3. 42 1m 1 . 421m 35m Tr nsihon Tr nstion f0. f 30m f02 m f 0.20m e J O f Q., 76 m rYj a e f 0. 10m Lihe A Grade 75 Shown on Proflle I —0 1 cvn T 10m L ftdq o Pa meat —� 20m C. 0 20m rTyp _— — 2Qm 72 Lt. E. O.P II - - 3Qm Q Q 2 m Transition P.1. Sta. 14 546.2 ,A „ 2V0. Om adius tc t. e V = 6,0km/h 0 � U 2.5m Q 22.5 0. 3 m Tr nson � Transiti n f . 3Qm 20m V. *0.2 m 0.20m 0. 7 _ _ _ f . 10m Verify / o I of Ele atian o �, O p Line PR-5 .g--GrCAYf as 5hOWn or. Profile o 0. - 1Om R . P. — � . _02 m, O .20rn m � 0.3 m - . 30m I „ a. — a 5. 00m Rcdl,Lls fo Rt. e — 2. 0,�%' LOW Seed 0 V = 50 kml h Qj , lO Q) HURI70NTAL SCALE FILE .�` � ,1. /S9��i,/ RE(-'0N11IENI)E I) rn \STE > > _ INDIANA � :�o0 37-13 �.. 9F I h Ox Al F x0VAI - _ =o ' P No, °q�'cn _ vE�ICa Ewc�I �EEx —�i DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION o Buller Fairrnan seufert = PE60910078 = — —-- --- 1:5 9980 00 L= . Q �� STATE OF ; �\ SL x` �� BOOK SHr E I T �EII OLD MERIDIAN 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G \ DE 5I(� E DJI -- D xA�� ' . -- - AN S T R E E T 7 INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 i�� '•4DWA O'..•• 11n; 9 0 1 F 1 19 c 317 713-4615 219 769-2333 /i, S A\ `� 7 FAX 317 713-4616 FAX 219 769-2377 '%,,S1ONAL �\,`.�`` CHECKED: - 131_- ---- C�IEChED: DJI SUPERELEVATION DIAGRAM CONTRACT PROJECT f — - �niiiiiir�� — ---- — --- -- --- R-2 N40 9-10 STP-IN50(001 ),IN 18(03`') O p h N �c 0 ° �. 261. 688 262.239 261. 922 262. 143 2 262. 438 262. 262. 198 261. 653 62 4 76 308 1262-377 262.287 262. 438 35 �� 6. 261. 618 262. 339 262 224 °O 262.386 � 26149 ° 262. 586 2.262 831 262. 311 262. 330 262.397 6� 26 .311 00 2� 261. 582 T. C. � 262.235 � � � N 262. 58 � 261.546 ECJ .• P. O. T. Stc. 12--449.357 ';4 " = 262. 831 . 341 2�0 261.511 262. 403 262. 412 P. 0. T. St- 0 "PR-2" 262. 382 262.345 261. 475 262 416 \ 252. 401 26 194 262. 042 '' 2 261. 993 Line 1262. 46,9 I 2 3. 713 262. 446 262. 432 1 262. 398 4% 262.J77 262.382 4 � -�� 3.253 262. 316 261. 732 0 � 26 . 306 ��. 262.277 1262. 365 262. 338 cy 262. 170 � Lne A 26,3037 , 62. 831 OL ERID/AN ST. 262. 18 \ 26 86 262. 5S61 12 62. 377 262. 317 263 262 384 \ 0 262. 831 262. 139 5. 613 9 529 1 5 �• 262 402 ;' 2•� P. C. 1263 232 26 � - �\� 262. 916 � 262 278 262. 393 � P. T. 262. 154 � 262.295 �� 262. 339 262. 584 262 5 382 G 262. 426 i 262.250 262.350 262. 464 1 262.252 � 262 =�26 262.2 261. 926 � 2 262. 126 0 Q � 0 ° LEGEND 261.588 261. 610 XX,X.XXX PROPOSED P VMNT. ELEVA T/ON (METERS P. T. 261.256 ''� �0 PROPOSED CONTOUR ELEVA T/ON LV✓. V NO TE EL EVA TONS SHOWN A T 10m INTER VAL S, ME A SURED AL ON EDGE OF PA YEMEN T, UNLESS DIMENSIONED O THERW/SE. DIMENSIONS SHOWN IN METERS. a c ��in i uu� - HORITONTAL S('ALE FILE `� L J /S ��i� RECOMMENI)E1) i isT..' '9 - > > > INDIANA 1 :300 '9� FOE .1I I ROVAI ' o No. ' _yE_SIG IJNGEN ER DATE DEPARTMENT OF TRANSPORTATION VERTICAL oSC ALE �'�j�9�oJo�� Butler Pairman Seufert Q`PE60910078 ` o C O N S U L I I N G t N G I N t t"S ` ,� .. STATE OF :• DESIGNED: 1)J1 r)Ratiti�N: - - IHH- OLD MERIDIAN STREET SLR�'El� Boors SHEET 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G ��'•. \� __ C�(� OF 119 INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 i� NDIANp`. & PENNSYLVANIA STREET z ..... r FAX 317 7134616 FAX 261 9 769 32377 1��/� NAQ � �� L�11ECKED: H� CHECKED: �JI CONTRACT PROJECT -- - -- - - SPOT ELEVATION DETAIL R-2 N IO STP-99290 4. O 0Q) 260- 1751 � 260. 071 260.236 259. 967 259. 868 259. 796 EON: P. O. T Sta. 154-846- 495 ';4 " (Me tric)= 60. 076 P. 0. T Sta. 54-000. 000 F'R-4 " 260. 042 1259. 705 P. O. T Sta. 454 -28. 1 ';4 " (English) 260. 030 _ - Projec t No. 222 Sec. B i 260.317 260. 021 260. 015 260.213 259. 868 26 79 260. 096 259. 992 ,� 259.587 ��' 260158 - 259.889 259. 752 � � 260110 � 259. 470 259. 650 259.341 .355 260. 137 s, 26o S6 259.81 >> 259. 586 2 g 8 260. 358 �� 260. 038 3. 259.8 9 �°s 260>S 259.558 >>45 259. 855 260.286 �p 259. 944 I 259.837 259. 723 59.545 259. 499 1259. 260. 065 I in e Vo OLD MERIDIAN ST. 261. 111 259. 5 I 1 259.529 25 493 �59. 490 OLD ERIDIAN S T. 259. 806 259 89 0 O 2 �� 259.501 I � 259.813 \ �� 259. 518 . 02 259. 972 / -0 259. 872 26 9• 259. 825 \ \ 25 . 651 260193 9 259. 259.348 O 338 259. 641 259. 691 \ 260' 259. 467 259.285 259. 897 259. 739 ` 2 630 260. 014 5. 953 259. 851 ti 259. 742 � 259. 693 259. 185 259. 793 259. 405 259.385 60.378 259. 914 260. 377 259. 687 - j 259. 353 259.244 259. 037 h` 259. 15 9.2 260. 368 259.507 259. 327 258.857 523 6�s LEGEND 3 `3 2 59. 106 260. 31 260. 415 260. 461 XXX.XXX PROPOSED PVMNT. ELENA TON (METERS) 11260.24,91 �v.�. vv�' - PROPOSED CONTOUR ELF VA TON NO TEE' Line ':4 " 258. 886 ELEVA TONS SHOWN A T 10m IN TER VAL S, OLD MERID/A.N ST. MEASURED ALONG EDGE OF PA VEMENT, o UNLESS DIMENSIONED OTHERWISE. I _ DIMENSIONS SHOWN IN METERS. 260. 467 1260.24-91 260- 070 r- 565 �v> lb v � EQN.. o, v O. T. Sta. 124-845. 778 'A 259. 892 259. 889 P. O. T. St a. 54-000 000 'PR-3" I\\1111111//,,� �. �s '''. � _ INDIANA HORIZONTAL ScaLE FILE \ . RE, 1 : 300 '..3( 1;3 CARMEL DR>VE /lV TERSEC T/ON SPOT EL�(/.4 T/OIVS :. �� STEgFO y'�.' FOR 1I'I'R 0 a I ' Q3 f -Q5 VERTICAL SCALE DESIGNATION DEPARTMENT OF TRANSPORTATION o _pr N0. .� _ DESIGJ ENGINEER DATE - Butler Fairman Seufert = _ -- --- _ - L�300 99130500 PE60910078 _ - ' \ CONSUL T INC3 tNOINttF2S �� STATE OF �C/; DESK-NED _-.-_ I)RAtiti-N' BEII OLD MERIDIAN STREET SL , 'R� E� I300h SHE �� 4i, ,_ DJI - N • ?90 1 OF 119 0 Q 8450 WPOLIS,LI BLVD, SUITE 300 ME WEST 84TH DRIVE, SUITE G /VDIANP �� -- & CARMEL DRIVE /MAIN STREET � INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 �� '/ ...... •'� ��` 317 713-4615 n -, s ............ I3 DJ1 SPOT ELEVAT ON DETAIL x_ TRACT PROJECT <19 769-:333 , FAX 317 713-4616 FAX 219 769-2377 /// NAL ``\\\ H1111 K '1'D. __ - -- - - LHE�ILI�D. ---__ ---- -- 279-IQ STP-��9� � x " ��/IIIIIIIN Eris tin 255. 062 EXis tin g 255. 062 254. 324 ` 254. 805 254.823 254. 7 33 254. 804) 254. 692 _ 254. 752 254. 723 4. 688 254. 652 4. 73J 254. 644 4. 644 254. 65 5 254. 5 �,�� 4. 706 254. 715 � `s 254. 706 /�,• 7 1254. 70 254. 890 EQN.• 255. 135 P. O. T. Sta. f 456. 671 "A P. O. T. Sto. 5 . 000 'PR-5" 254. 656 254. 629 y \ 4. 600 L254. 650 2 5 5 2 254. 7 94 ��'�� 254. 388 O8 j 2 \ 254. 705 I 255. 135 1 254. 648 254. 626 254. 718 1254. 815 I 254. 890 2 5 5 25 . 890 I 254. 608 0L-j") ME /DIAN S . L254. 806 806 254. 751 6 256. 017 25 . 706 I 254. 64 I 254. 706 254. 626 [254. 651k 255. 135 254. 691 254. 388 254. 710 9. 73 ��S \ �• / s 254. 656 0 254. 376 254. 706 254. 492 : ', 255.500 254. 632 254. 599 255. 000 253940 255. 135 REGRADING FOR r 254_657 254. 890 �9 RETENT/ON POND 254. 706 254. 706 �o s � s 254. 728 1 r 25M Re ve tm en t Ri ra �0 9 P P c� 55 Sys. Geo tex the Req 'd - -- - 11 54. 681 253 500 253.250 255500 2 1 253. 750 54. 70 254. 000 254. 60 U 254.676 254. 709 ° 254.250 1254. ,53VI Q 254.500 254. 750 254. 739 254. 685 254. 673 LEGEND 254. 617 XXX.XXX PROPOSED P VV N T. EL E I/A TION (METERS) 254. 7-06 26 . 0 PROPOSED CONTOUR EL E I/A TION NO TE.' �O EL E I/A TIONS SHOWN AT 10m IN TER VAL S, G� MEA SURED A L ONG EDGE OF PA VEMEN T, UNLESS DIMENSIONED O THERW/SE. C 2520001 DIMENSIONS SHOWN IN METERS -- -_- - - --- - -- - - HORIZONTAL SCALE FILE o �•P��IGl1u S Ta E 1g�Fip� " � RECOMMENDED 1 :300 3743 INDIANA FOR -� , ROB AI VERTICAL SCALE DESIGNATION --- __ -- __ 'I- DEPARTMENT OF TRANSPORTATION � r J Butler Fatrma�z �ufc,rt _ _ DESIC�1 SEER DATE 1:3�0 9J�30�OU o _ :PE60910078 ; _ CoNS�� No t.�o Ntt �s --o DN SICaNI D: T �DR �11"N: ` 90D 45 SHEET OF 11�� c STATE OF cv� I,JI �FH _ OLD MERIDIAN STREET _ _ SLR BOOK �- 8450 WLI BLVD. SUITE 300 ME WEST 84TH DRIVE, SUITE G �i� /VDI...... \ ;�` - - --- - - -- - & GUILFORD ROAD CONTRACT PROJECT INDIANAPOLIS,17 7 -4146166240 F19 IN. '/�� S�ONA4 ```��`` �,�II �_ I1� D: - Bz - I.IIE� IIED: -- --DJ1 DETAIL R-27940 STP-99�9� w 317 713-4615 219 769-2333 s SPOT E LE VAT I O N xa . / r � YY, / q A,:F / RADIUS PT. STA T/ON OFFSET RADIUS � 0 �%� >� DUKE REAL TY LIM ITED PARTNERSHIP R/ 12f 429. 909 "PR- 1 " 9.238m Rt. O.3m '�` G / 1?2 12-1-451- 914 PR- 1 2.200m Rt. 1. Om 12f 481. 537 66. 472m Lt. R3 5-f 046. 147 'PR-2" 5.239m L t. 0. 3m � � �� ; - � � 22 � R4 5f 047. 404 'PR-2" 4.222m Rt. 1. Om 124-480.221 65. 533m R 5 12f 492.823 „A 5. 661m L t. 0.3m R6 124-492 799 'A ' 0.290M Rt. 1. Om 3 6 ';OR-2" �. 1061-77 Rt. 0-3m � - Rc Jo1n is R8 4f 982. 674 PR-z 3.351m L t. 1. Orn / 12-7L418. 066, 51. 642.m L t. 3 3`' EON- P./. STA. 5f 015. 000 'PR-2" _ P -o Q L = 00'22:25" L t. (No Curve) , , P. O. T. STA. 12f 461. 563 ';4 ; SEC. 35, T. 18f1/, R. 3E PETER C. SPOOL STRA 8. 719.m, L t. _ W , c_A CA Y TOWNSHIP E ON / HAM/L TON COON Ty P. O. T. STA. 12f 435. 882 'PR-1 " _ \ - m E __ R QQ 0- - 1.8 JO YCE PA TR/C/A CORN WELL SPA NNAN O.P. O. T. STA. 12f 433. 486 "q '; � c� 20.373m L t. �°,� �f514 38.711 3rp R 12f 555. 123 J6.27 Om L t. - K \R3 �;cs� �r�tt` \� 2 � 12f 11. 796 8 701m K l\ 12-1-J94. 791, 22. 164m L t. G_. ^�� 12f50F�014 19.810m K \\ -_ \ �o 12f 400. 708 14.296m L t. - \ N - / App. Ex. _ 0. 6m App. Ex. R _ \ 0 ! Cen ter Pt. 14. 704m L t./ a> I 12f 461. 563 ';4 '; 1 G S. 71,9m L t. E 1. 8m v \� + N •� R1 - -- 30. 5m R• !� O 6r>7 L Nag 3 G� - v 12f 524:57b 5..X04 - N33 45'37F OLD MERIDIAN ST \ '' ��% 0. 9m 12*522. 647, 6. 921m Lt.- o , - _Njj 4 _ 37 0. 9m OLD MERIDIAN ST. rj A' -- j E 16 j (81-t. mot.) l � 1 R7 - -- "o \ K CITY OF CARREL -�' j _ _ r' E E C -Cor�str.' Limits - - - -� a cs __;--- ------- - A Ex. pp /w Apo. Ex. R W -- \\ 12f 410. 588, 24. 985n Rt. 45m Taper 12-f-341.599 3 210m Rt. \ 6� 1 �. Sm j O JOH KIRK ENTERPRISES, INC P. O. T. Sta. I *45727J d K EON.• i -o \ P. O. T STA. 12f 449. 357 "A c P o. T. sTA. 5f 000. P - i'�` D00 R 2 JOHN N K 1 0 & IRK � 2. � -� - �� \1� � L DWELL THOMAS KIRK // __ _��' / , 5\� 12f 500. 099 38. 709m Rt. o JOHN N KIRK Q LEGEND r Q 1 CONCRETE CURB / // ,�� 12f447207 47. 992rr� Rt. 7 CONCRETE CURB & GUTTER / , 1 1 �/ �1}t5 r L*41324J, 12f498. 978 48. 899m Rt. 16 CURB & GUTTER, CONC., ROLL, MOD. 6 �,, i 24.257m Rt. 0�,? �'�+ Wit{ �' 12f 44. 479 49. 995m Rt. CENTER CURB, CONC., MOD. CONCRETE CENTER CURB TYPE D / R ( . NURSERY, SODDING T. �BN., -R. 3E. TYPE U e I ' SEC. 35, SEED MIXTURE, ��t , / RANKERS NA TONAL L/FE INSURANCE CO. oG C A Y T C CONCRETE FOR ORll/ES G.o L TOWNSHIP °�� HAM/L TON COUNTY HPA SIDEWAL K. SEE TYPICAL S a ' �. F SIDEWALK, CONCRETE, 100mrn Q K MA PA VEMEN T SEE TYP/CAL S C CRETE CURB RAMP - TYPE SPECIFIED ° � HORIZONTAL SCALE FILE /S .� I�EC'ONIMENDh'D � �sTF��o y FOR ��PPRON':y � - - - - 623 -425 � INDIANA � , l :�oo 3743 =off No. 0 DEPARTMENT OF TRANSPORTATION vE1�rICaL SCALE D�SICaNazloN DESK' �v E\(, � 9980500 Q _� .PE60910078 �_ _ _ INFER D_1I'E - M Butler Fairman Seufert -- --- --- I :�UU J C O N S U L I I N O t N O 1 N t t !�S STATE OF ..... 4 ; 1)ESI(xNED: UJI 11DR W,y: 13Ex OLD MERIDIAN STREET t R�-E1 pooh �HELT 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G i0 �� - - INDIANAPOLIS, IN. 4fi240 MERRILLVILLE, IN. 46410 i� �NDIANP•'' � -- ------- _ _ ?90 46 Or 1 19 c -Fs ; --- C� PENNSYLVANIA STREET T 7 7 317 713-4615 219 769-2333 s, ,� _ - , - - INTERSECTION DETAIL CONTRACT STP-Iti of oo ECI �8� o � M FAX 317 713-4616 FAX 219 769-2377 �� ONA �� CIII ( I'h.I)• li� CHN ChI D. v�l 27 --- -- - -� STEVAN W. KNAPP & ✓ JUDITH G. KNAPP, TRUSTEES ANTHON Y PROPER TIES, L.P. SEC. 26, T /8N., PPP CLAY TOMINSH/P 13+8 v67 n8rn L t. HAM/L TON C U TY X `� NOTE ALL STA TION & OFFSETS FROM LINE A , ALL RADII SHOWN TO FRONT \� , I3+844. 500 59. 467m L t. FACE OF CURB, ALL CURB ISLAND RADII one v \ \ / 0. 3m UNLESS 0 THER WISE NOTED. ANTHON Y INSURANCE 16 rdG� PARTNERSHIP P• P 15+7,97 -9J7, ROdia/ Join is 48. 600m L t. �.� e 2 � � G a CARMEL APOSTOLIC CHURCH, INC. SEC. 25, T. 18N., R. �3E. EON & CENTER PoiN T �� x �� `� CL Y TOWNSHIP 13+798. 9 76, 38. 41 Om Lt. 2� P. O. T STA. 13+846. 485 A = g „ „ �� 5O HAM/L TON COUNTY 9`� P. O. T. STA. 5+000 PR-4 j I3+897. 7 27. 800m L t. /C _ ------- ------------ Oj �.8m ANTHONY PROPERT/ES, L.P. \ i 1 m E � p 13+, 95. 986, - \o i Q - 7. SOOm �. -_ 7 R14 \ \\ \ � / \ CHRISTINE D. & � R_ /� `ti' < . ` NEL SON T. AGAR Y, TRUSTLES ��, 26 5m R12 16 1,3-1-79-9. 06> 2�. S�Orr, 4 f.�� '% I. 7 R. tl f?13 ___ _-- Con,s tr. l_im i is ;, >. - pp. x. R "✓J 7 APP. Ex- R/V --_ J t \ - 1 ..----- _� L - - ---- APP_ ---------------- -- � _-------- _ Constr Limit E /\ R15 m A TI 0. OLD MER/Dl S . Line A 45 37 0. 6n ?��/ / 0. 0. T S . I3 49 02 3 363m t. 0. 6rrr 1 K W- % or. -Se . 25, R16 1 K- - 7 - ( T. N. R. E. ) 1 _ o _ 2. I m - _ ------------ • !K � App. Ex. R/W � Cons tr. L imi 13+893. 925 20. 8.E rn Ft. SEC. 26, T. /8N., R. JE - z CL A Y TOWNSHIP m _ � � � \\ K 16 j, 1 26. m R� "o �� -8� � NORTH ANIMAL HOSPITAL,: / o , \ 9 � HA MIL TON COUNTY _ - �� ' � `�°-�s�r E - , - ' I ; RADIUS PT. STA T/ON OFFSET RADIUS \ �' I3f 897. 000 27.800m Ft. „ ,� a ` �` _= 20 R9 13+815.8 I3 A 7.528m Rt. 0.3m ° ADEPT CORPORA TIO,N' E.�'TR/DGE INVESTMENTS, L.L. G. s �y. _ voi/\ ` RIO I3+8 13.820 A 2.246m L t. L Om \ . R I 1 4+970.568 'PR--4 " I3.913m Rt. 0.3m 7.Sm THOMAS W. MULLINS R.A. FR.4/VKF S' SUED/I�iS/C�l'�✓ 1 �� & ✓UL/E K. ZUGELDER R I2 4+966. 774 PR-4 7.939m Rt. 0.3m R I3 4 f 968. 72 I PR-4 2. 796m Rt. 0.3m T 1 ° , f 'r \ �� ` \ `� RI4 4+967. 616 'PR,4 " 2. 625m Lt. L Om v LOT 2 �O� q I3+; 92. 524, 38. 410,E ° To - Removed � ,\ 1 ��, X I3+894. 0100 38. 4IOm Rt. R15 I3+877. 173 A 7.528m Lt. 0.3m h 4 \ Q j . Z R16 13+879. 166 1:4 " 2.246m Rt. I. 0 , \ O.!D c.�A�S �A TON O R17 5+029. 4J2 'PR-4 " l 3.9 I3m L t. 3m 1-Sty. q.2 R 18 5+033.225 'PR-4 " 7.939m Lt. 0.3m Sr. Bldg. � / / j � \ 13+895. 050 T 48. 6m Rt. R 19 5+031.278 'PR-4 " 2. 797m Lt. 0.3m ° \ 1 R20 5+032.397 'PR-4 " 2. 618m t. 1. Om \ ROaERT S. & \ MAR Y K. PRICE ° LEGE/VD SEC 25, T. /8/V., R. 3E. • � � e CLA Y TOWNSHIP i CONCRETE CURB Sep` HA MIL TON COUNTY �i I3+848. 486 5 4 r XRt� �� 1 CONCRETE CURB & GUTTER P 16 CURB & GUTTER, CONC., ROLL, OD 2 E Fp I3�848. 175 61. 087m Rt-_4- / -� � a 2 % �; o CENTER CURB, CONC., MOD. �� \ App. Tract �/ / \ ° PpP � -� / Co tr. Limits \ CONCRETE CENTER CURB TYPE D \ / CONCRETE CENTER CURB TYPE A HORIZONTAL� IIORI70N"hAL SCALE FILE / 1:300 3713 c o � ��i IvECO �IRIENI)Ell � NURSERY SODDING �.........s l INDIANA • ��'��,�srEq .� '% r'oR 1YI'K(1� :1I Q3-��-05 ER'I'IC'AI SOLE DFSIGNATION SEED MixrURE TYPE v ► ; �- : ; - -- ---- , - DEPARTMENT OF TRANSPORTATION Q _ 4:: No. :� _1� DF�SI(�N EN(JIi'�EER DATE 1 :300 9980500 � C CONCRETE FOR DRIVES Butler Fairs a- - seuf__r PE60910078 _ ---- --- _ _ Q) Q CLA Y TOWNSHIP � SE 25 T. /8N. R. 3E. � � HAM/L TON COUNTY C. TOWNSHIP RADIUS PT. STA T/ON OFFSET RADIUS � CLAY „ » � HAM/L TON COUNTY ��"__ � ` � i � r FROM R27 744425.J91 % 2. 740m Rt. 0.3m j O R3 '� NOTE.- ALL STA T/ON &• Of F O R22 14 4 424.225 'A " 1.575rn L t. 1. Om _ - ��o� /' `� . �� --- -- � LINE 'A '; ALL RADII SHOWN TO FRONT R23 144450. /92 A 31.073m L t. 0.3m 6 FA CE OF CURB, ALL CURES ISLAND RA D11 R24 144 460.805 'i1 32. 455m L t. 1. Om ST. VINCENT HOSP/TAL & �a /' m r<< �\ HEAL THCARE CENTER, INC 6 E ./ 0.3m UNLESS O THER WISE NOTED. R25 144487.951 A 2. 740m L t. 0.3m � o ��'�,i h 67,r, R26 144489. 131 'A " 1. 616m Ft. 1.Orr, R27 54031.464 'PR-5" 0.559m Lt. 0.3m �� 1 �� \ 14449J2-46, 48. 956m Lt. R28 54033. 019 'PR-5" 7 126m Rt. 1.Om 144419.817. 48. 747m L t. R29 14 453.341 '4 " 37 698m L t. 0.3m 1 -- -- ::��i 3- 5m R. � ! a ST. VINCENT HOSPI TAL & � t. 0.3m 144 420. 977. 46. 349m L t. �` �„ ___ ----------- - - 144 492. �35 46. �02m L t. R30 14 4 45... 6 1 1 A 37. 701 m L �' > �� , HEAL THCARE CENTER, INC. R31 14-x-454. 099 ';4 " 41.299m Lt. 0.3m E�?lV. & CENTER. P T. R 14 4 483. 534 42. 526m L t. R32 144456.802 A 4 '.301 m Lt. 0.3m „ P. O. T STA. 144456. 671 A - 3� 144526. 055 41. 66Im L t. R33 144460. 044 A 59.562-77 L t. 0. 6m °° P. O. T. STA. 54 000. 000 PR-- \ Q ��, � 144 500. 541 38. 700m L t 144412. 004 38. 700m L t. �, w�`32\ / C 6�' \i\ '� i 44503. 986 38. 675m L t. P. O. C. Sta. 144540.241 ':4 " 144 511. 35: 33. 703m L t. 144 409. 38 38. 710-77 L t. R 9 � s j 144 509. 45 32. 666m L t. P. C. STA. 144513. 388 ',A , A \ R24 1 � pP. FL' Alop. EX. �• - -/ _ ___-- - -- - -- ` -, -- ----- -- Limits - s r. Limits,- ` - _ - 1 ,Jo,'7str. - - E - - - - - _ \ 0. 9rrr ��F "q OLD Ii,1ERlDlAN ST. Line "A a K 3 i � 0. 9m 1� _� -R2a 1 Q K / -- 1 - ; 1 - - F C qtr. Li Ml _-- - - \ - CT SlP /N50 001 STP-/N48 d � K3 \ - STA. 144522-123 L/Nf A APP. Ex. R/.'1/ 75 - K F X14 4 509.600 22. 06m Rt. J�- 144 506. 000 21. 78m Rt. 0. /oin is C6 E �. 1 '�idewalk Ramp App. Ex. R�W 16 1 '� � J \ �S t See Details MEADOWLARK PARK cre Retaii7ing Wa/I; � R27 Reset Exst. Sht. 57 0 See De tails/ Park Sign i Cn t . Pt. 144505. 151 2721m Rt. Sh t. 49 /5 144 507. 954 32 59m Rt. ° 14*504. 301 52- 64m Rt. o ve Ex 144504.283 32. 42m Rt. 1 �em ' ° ° 6mi C 0�83' /Con`o, Abut. ST. VINCENT HOSPITAL o % 144409.299 38.. 710m Rt. /� P�-S \ �� & - \ O�� 3y % I 144500.541 38. 700-77 Rt. LEGZ D 30 n_ - �,�-_ , 14+412. 801 38. 700-77 Rt. i � � HEAL THCARE CENTER, /NC o .. 144 41.3. 705 42 023rr Rt ` h C ,' I 1 CONCRETE CURB ° 1 CONCRETE CURB & GUTTER Q f 1 ' 270Mq Cl. I I i p Q) _144 413. 083 42. 9 m Rt. '� � 16 CURB & GUTTER, CONC., ROLL, MOC. '� It '4417? 2 Geote� e R d o�g i CENTER CURB, CONC, MOD. 14+48-9. 644. 48. 2 R 50 CONCRETE CENTER CURB TYPE D `� t s � . A R t. NURSER Y, SODDING EC. 25, T. 18N., R �P. � (Retention Pond) 44 488 467 52. 1� � �. , CL Y TOWNSHIP N'� i Se P. C. ta. 5f 014. 161 P -5 ' SEED MIXTURE, TYPE U H MILTON COUNTY i� K x 1 I �� O 3 SA WCU T FULL DEPTH I E HMA SIDEWALK., SEE TYPICAL S I � .I Constr, Li its F SIDEWALK, CONCRETE, 100mm i PP�• �1 6m �i HMA SHOULDER.- SEE TYPICALS K HMA PA VEMEN T• SEE TYPICAL S 9.49m Rt. i 0 M/L L ING, TRA NSl T/ON i 144511.24 6 14-4514. 426 69,53m Rt \ CONCRETE CURB RAMP TYPE SPEC/F/ED --- - --- - -- -- - _J. __ - - -- - - FILE S� �LE HORIION1 �\\\111111111/�,, � 1 : 3oO ' ,�`� J , �%i I�h�C'��1�1h;�I)EI) INDIANA o l�L....T...S,9 %�, %_ I' )R 1PPRO _1I - - - -�- -- VERTICAL l: ooSC' ALE DESIGNATION �� s Eg ; - DEPARTMENT OF TRANSPORTATION a =p; 0. DESI(�_ E GINEE r, iu�et Fdirman scufert �PE60910078 o St R�`EY BOOK SHEET O C CJ N 5 Li L I I N G C N G I N t t H S i �/ � �• STATE OF .�� D•1I � . r ESI(:��ED: I)��ti�-w: _ ��'H OLD MERIDIAN STREET Q 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G i�T � - -- - -- GUILFORD ROAD coTR_�cZ �� PROIEC r 1 D i NDIANP.•' \`� INDIANAPOLIS, IN, 46240 MERRILLVILLE, IN. 46410 �j w\G - 317 713-4615 219 769-2333 /� ss \ �� 17 FAX 317 713-4616 FAX 2,9 769-2377_ %,,,,�oNAI. ,.• c:xEC.�KED: _ --_ �, �-'NECKED: DJI INTERSECTION DETAIL R-�-rD 10 ATP-IN�o ool �,IN �B�o�> > _ __ Imo__ 111111111\ ---- ----_ - _- . c - Type B' Rail, See Detail Sht. 57 200 900 GENERAL NO TES 600 600 3300 400 0 1. Rein forcing Steel Covering Shall Be 75mm in Footings Except Bottom Steel Which Shall Be 100mm, 1301 X 1400 1601 X 1300 3000 _ _ 600 (/arses 300 to 1500 300 2. Reinforcing Steel Covering Shall Be 50mm In All Other HMA Sidewalk oomm� Areas Unless Noted. REINFORCED CONC. RETA INING WALL i 100mm Capstone J. Reinforcing Steel Shall Be A.S. T.M. A675M Grade 420. BAR BEND/NG DETA/LS I3 4. Concrete Shall Be Class A In Wall And Footings. Not to Scale Wa terprc o f Adhesive 5. Construction Joints Are To Extend Continuously From 50x100 The Top Of Footing To The Top Of The Wall. #16x 1600 Keyway I-' ------- - 150 --- - Dowels o I 0 6. Chamfer Exposed Corners Of Concrete 25mm Unless Noted. 7. Excavation Quantity Is Included With Common Excavation ver tica/ Face As Shown On Cross Sections. - Mcdular Random No. of Soi/ Reir, forcemer, t _- Black Backfi// Layers to be Determined Wall S. Cost Of Masonry Coating c� Surface Sea/ Shall Be CONSTRUCT/ON JOIN DETA/L by Manufacturer. , Included In The Cost Of Class A Concrete. 600 Scale=-1.-20 Drain age Back fi7/ o 20 �1000' lVoii-Per(. P. VC. � Pipe ca � 7. O. C. Max. o DES/GN DA TA 100 a Perf Pip e, I _ - Comp CC t60` � Fi// Allowable Design Stresses Type 4, S/0106 to 4 2� — Existing Drain y 5� min.) � _ _ -- --- ----- Ground /ass ' 4 " Concrete Fc = 24 MPa _ Rein forcing Steel Grade 420) Fy = 420 MPa Place at Existing ° --- Foundation Bearing Pressure q = 120 kPa Ground Elevation -- CON TRA C T/ON JO IN T DETA/L as Determined-b - =j �� 3: 1 � - -� Scale= 20 Ditch as Shown 1200 1800 300 on P/an Profs/es Type A ' Rail, See Detail Sh t. 57 serr� 1 r I r rf-F r r o Structure ture Back 1111 '�'r J rr'I r��f 4 r�J f � r`r �FFJ j, I F I �- L/m/tS Of Masonry srr' r , ,� 0. 7H 'Min. - 53 Compacted Aggregate � Coating & Surface Sea/ f.� -- - --- --- -- - - \� Leveling Pad - c - I 150 750 -I'✓on- Wo ven Filter Fabric Peck Poo/ -_- Bo t tom Course Adjacent to Ele v. 254. 822 600 (/w .) Drain age Structures Only) HMA Side walk, 700mm -- 1301 9J00 27, oo c MODULAR BLOCK WALL DETA/L ° ,�76©300 L ap 750 Not to Scale 100a Perforated Normal Pool Type 4 Pipe Slope--,, #16(g300 Ele v. 253. 639 S% 12+670. J00 A " TO STA. 12+705. 000 ;4 '; 15m L t. to Drain (0. 5� min. ) /-100 ' Non-Perf. S7A. 12+676, 000 „A » , O STA. 12-(703. 000 'A '; 15m Rt. P. V. C. Pipe z STA. I3+540. 000 A TO STA. 13+585. 000 A , 13. 5m L t. Structure Backfil/ /n vert 254. 000 m ST.4. I3+560. 000 A TO + A STA. 13 586. 000 , 15m Rt. 0 �, � mar • O STA. I f9-TS. 000 "4 '; 12m Ft. TO STA. I3+977. 000 "A '; I3 5m Rt. 4 r° 50 Cl. �J �°► - � �O O �Typ. o GENERAL N .Ib v 50x 100 Ke way If block units with voids are supplied, fill a// voids with #lI Stone. #16 @,300 Use additional 100mm Ca stones as re uired to match or exceed To _____ __ _ �-d Revetment Riprap Over o q p 4 Geo texts/e See Sh t. 45 of Wall Elevations shown in the Summary Table. c' 0 o Labor and materials for the preparation, placement, and erection of _ E/ev. 252. 439 j 1 the modular woncrete blocks, reinforcing strips, tie strips, fasteners, 1X16CJ200 w Joint materials, reinforced backfll material, drainage backfi/1, perforated Lap 550 v �-Structure Backfi7/ ° pipe, additional caps, leveling pad wal/ erection, any and al/ incidentals 7601 0)300 0 shall not be paid for directly but shall be included in the cost of the 300 1300 300 300 300 modular concrete block wall. 7900 I REINFORCED CONIC. RETAINING WALL DETA IL a Scale=1:20 0 ALL UNITS IN M/L L/METERS UNLESS NOTED O THERW/SE. HORIZONTAL SCALE FILE �s '�%,,, INDIANA AS SHOWN 3743 o RECU�1'�1��NDh:D _ . O �� ........... 4 i� ) Big r .P�GG1STEq�O.9 I'OIZ �I I I�Cj�':� -ER�I�CSHOWN ALE DE 998050 ION a�-` No. , L- - EN 1-- _- DEPARTMENT OF TRANSPORTATION DESICr_ NEER DATE _ ,_ Butler rairman Seufert = PE50910078 : T TKl` `` R SHEET F CONSULI INC, tNOINtt HS , T 1,11- 1V4E1 LOOK '✓1�LET 5 STATE OF L r U.TI 8450 WESTFIELD BLVD, SUITE 300 509 WEST ''4TH DRIVE, SUITE G �� `� D1' {Cr�'EI�: - _-- DRA`1 � : _ OLD MERIDIAN T ?�� 9 OF 119 c M INDIANAPOLIS, IN. 46240 F,-RRILLVILLE, IN. 46410 �i� INDIA ... �i9 753-233 ��Fs ----- -- CONTRACT PROJECT FAX 317-7163-4616 FAX 219 769-2377 ��/� �NAL � �`�� CHECKED: 13'Z CHECKED: �JI RETAINING WALL DETAILS - ,_�� _ r �— -- — K �J 0 STP-IN -N48( 032) J. 585m2 3. 8m2 0. 9m2 14. Om2 10. 5m2 10. 4m2 5. 5m2 I Top of Wa/ -MODULAR BLOCK WALL 1 SUMMARY TABLE �_ Existi,7g Grvde��_ -------- �-- - Station to Station BOTTOM TOP OF WALL AREA L 2 LINE 'A " OF WALL (V/A/. ELEV.) m I ottom of 124-670 - 124-675 L t. 259. 083 260. 183 5. 50 124-675 - 124-683 L t. 258. 883 260. 183 10. 40 124-683 - 124-690. 5 L t. 258. 683 260. 083 10. 50 S�tr. No. 26 � 124-690. 5 - 124-692 5 L t. 258. 083 260. 083 4. 00 C� - I Sta. 124-69# e _ 1 24-692. 5 1 4- ' 2 695. 5 L t. 259. 783 260. 083 0. 90 Con � � -C. i e Co//ar p 124-695. 5 - 124-697. 5 L t. 258083 259. 983 '380 See Sh . 53 24-697. 5 124-702 L t. 258. 683 259 ,99J 5.85 I 124-702 124-7 05 L t. 258. 883 259. 983 3. 30 I Total Area 44.25 N IN o; Q6 Q6 j c6 Q6 Q� DATUM ELEV � �� 255. 000 Vertical Control Joint Req 'd 12f 708 12f 702 12f 6'96 12f 690 12+6S4 12+678 12*672 MODULAR BLOCK WALL ,411 PROF/LE STA. 12*670 ',4 ' TO STA. 12*705 'A 15m 15m L t. 4. 4m 7. 8m L 6. 01-n 2 5. 5m 2 2. Om 2 5. 5172 L 4.2m 2 co O o Top o f wa// y MODULAR BLOCK WALL 42 SUMMARY TABLE Iii -Bottom 'ilof wall Station to Station BOTTOM TOP OF WALL AREA 11 1l L t./Rt. 2 L/NE A Of WALL (M/N ELEV.> m 12-f 6�6 124-680 Rt.t 258. 966 260. 066 4. 40 4 . 12-f-680 12f696 Rt. 258 766 260. 066 780 I 124-686 124-690 Rt. 258. 566 260. 066 6. 00 Srr. Al o. 20� Str. No. 27 124-690 - 12-f 692. 5 Rt. 257. 766 259. 96_6 5.50 C 5tcn 124-694 @I Sto. 124-696 -- Co,�c. Pi e Co/,'ar 124-692. 5 - 12-1-697. 5 Rt. 259. 566 259. 966 2. 00 p 72-1-6,975 - 72-1-700 Rt. 257766 259. 966 5. 50 See t. 53 j 124-700 - 724-70,7 Rt. 258. 566 259. 966 4.20 QQI op Total Area 35. 40 DATUM ELEi�I h - 255. 000 12f 678 12*684 12*690 127L 696 12-1-102 72f 708 Q o MODULAR BLOCK WALL 2 PROF/LE Vertical Con tro/ Join t Req 'd STA. 12*676 ':4 " TO STA. 12f 703 ';4 '; 15m Rt. 0 HORIZONTAL SCALE FILE °� ��` L .1 /S i,,i�� REC'OI�IVIENDED �sT.ER. y ',, 11 01 INDIANA 1 : 100 3743 0 �' _ - ��- � DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION � No. ION - DFSIC', FNGINEER DA L � - 1:50 Z) Butler Fairma�i :ieufert = .PE60910078 - - _ - - --- T - -- - - 998000 CON S U L 1 I N O t N O 1 N t t H S =� ; �= M --o••. STATE OF : �; I DE SIGNED_ IIJI -- ;DI�AII N: 13F,I1 SURVEY BOOK r SHEET 8450 WESTFIELD BLVD, SUITE 300 '�)9 WEST 84TH DRIVE, SUITE G INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 ��i� !!�DIAN.. `�� -- - -_- _- oLD MERIDIAN STREET 290 JO OF 119 C 317 713-4615 119 769-2333 i Z FAX 317 713-4616 FAX 9 769 2377 %s%NAB �,,•� HEChED: �L _ - ;cllr.cKh D: DJl RETAINING WALL DETAILS � CONTRACT PROJECT - - -- f ----- ------- ----� R-27940 STP-IN50(001), IN48(032) - - co 2 2 2. 1m 2 20.8m 2 MODULAR SL 0 C WALL 3 SUMMAR Y TABLE 1.2m 6. 3m 2 ,5.2m 2 13 Om 2 4. 8m 2 6. 3m 2 --------- ------ - ---- ----i-�------- - _ - �•-- Station to Station BOTTOM TOP OF WALL AREA ��, �O L lNE "A " L t./Rt. OF W4 L L (MIN. ELEV.) 2 m N �'' 13f 540 - 13f 553 L t. 260. 485 262, 035 20.80 m . I 13f 553 13f 566 L t. 260.285 261. 985 22- 10 Top o f Wo 5 261.885 6. 30 lf 13-f-566 - 15*569.5 L t. 260. 08 13f 569. 5 - 13+572 5 L t. 261. 485 261.885 1.20 -�� 15*572. 5 - 13f 576 L t. 260. 085 261. 555 6. 30 ° Existing Grade - _ - _ I 13-+-576 - I3f579 L t. 260.285 261.885 4. 80 - .• T--- - - - - - 13f 579 - 13f 581 L t. 260.285 261. 735 3. 00 � �- itch �� I Grade D f 550, L t. 260. 485 261. 785 5.20 I cial I �-585 I I S e I f 581 13 600mm •. -a-Bo t tom 'o/ Wall El. 60. 89 13 Total Area 69. 70 I s . ° •. II I I T f 56 9 I III I , I P i I d oin t Re Vertical Control J q I Vertica I I II I �60. 59i E/ I I I I I I I I I I I I III II, I I @ S II r. No. 99 - Con c I Pi e G ollar Sta. 13f 5 7 See t. 53 I I I Ii I I II I I I I I I I I I I I II I I I I I I ' I i I I I it III I I j I I I I I II II I I I I I I I I I II ' I I I I li II I Ili � I o IQ) o 1-0 ° III N IN I N �u II`�' - - 13+548 13+542 13+536 +560 13+554 DATUM ELEV I 13+572 13+565 13 256. 000 !3+590 13+584 13+578 MODULAR BLOCK WALL 7f3 PRORLE STA. 13 540 'A " TO STA. 15- -585 'A '; -+- 13. 5m Lt. � 2 �3. 3m 2 0.3m 9. 1rn2 5m2 2 4m ` 8. 4m Top of Wall dq .. d E xis tin q Grade a T- ° BLOCK WALL 4 SUMMARY MODULAR TABLE d: 'Bottom of Wall (- BOTTOM TOP OF WALL AREA Station to Station LINE 'A „ L t./Rt. OF WALL (MIN. EL E l! 2 I I� - 4. 40 _ 260. 341 261. 441 I Rt. II //ar 13+560 13f 564 ---- on c. P. e 0 I I P �r I I �' 9. 10 I � . 141 2 61 . 441 II 60 _ I I _ Rt. 2 No. 99 ee Sh t. 53 I I I I 13f 564 13f 571 - @ Sta. 1,34-574 13+571 - I.3-f 572 5 Rt. 259. 741 261. 441 - 2.55 m _ _ I i _ 261. 341 261. 441 0. 30 � 13f 57�.5 Rt. . 5 13 f.� 2 2. 40 -- I I I I 13f 575. 5 - 15+571 7 Rt. 259. 741 261. 341 2 I - 13f 583 R t. 259. 9 41 261. 341 13-f-5 8. 4 0 I I 7 j I 13f 583 - 13f 586 Re. 260.241 261. 341 3. 30 I I I I 'I I II I I - Total Area 30. 45 I ' j II L L I � Vertical Control Jo in t Re d I O O, �j I 13+590 ° DATUM ELEV II 7j+572 13+578 13+584 255- 000 13+560 13+566 MODULAR BL OCK WALL 414 PROF/LE STA. 13+560 'ii " TO STA. 13+586 'A " 15m Rt. -- - -_ ---- - - IIORIION' 'AL SCALE FILE -` F[I ,,,, INDIANA J. / � RE( O IMEIDEI) V'ERTIC'AL SCALE DESIGI�TATION �� sTEq qy - I FoR ��hRO� AI '-ll- 5 DEPARTMENT OF TRANSPORTATION � 99B050o.P�� Fo - o N0. �N: -_ __DESI( . -I=?vGINEER D.�'I'E - SHEET p cl _-- SL RVEZ I300h Butler Fairma z Seufert - PE60910078 : --1 T S T R E E T o - : c, -- - - --- OLD I\TRaCT STATE OF :' �; v.11 li)I�A1ti' _ H MERIDIAN 1! Tl/ 290 51 CONSULIINC3 t �IGIN �t1iS � DE JI\7 AFL: �R,O� r�_ C0 r EC 450 WESTFIELD BLVD. SUITE 300 S09 WEST 84TH DRIVE, SUITE G .,� P. c� ,• RETAINING WALL DETAILS R_A40 STP-IN�o�oolI �8(03�)DIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 �i l3L 1CIIFC KED: I))1AX 317 46154616 FAX 211 9 769 32377 �' i`//1jjNA�� `� J ("14 ('I**,-ED: - -- 13. 5m 2 5.2m 2 14. Om 2 3. 6m L 16. 9m --Top o f Wa// � MODULAR BLOCK WALLS SUMMARY TABLE Existing Grade �" T— Station to Station L t./Rt. BOTTOM TOP OF WALL AREA --r— j - L/NE ' 4 " OF WALL �M/N. ELEV.� m 5 ttom of W' 1,5-7L-955 - 1,3-7L,947 Rt. 258.371 259.871 13. 50 i I I 1,3-l-,947 13f 951 Rt. 258. 571 259.871 5.20 15-1-951 - 134 961 Rt. 258. 571 259. 971 14. 00 134-961 - 134-964 Rt. 258. 771 259. 971 3. 60 j 134-964 - 13f977 Rt. 258. 771 260. 071 16. 90 Total Area 53.2 i I i I Vertical Control Joint Req 'd Q) Q)' ATUM ELEVy N N N' N. 255. 000 13+932 13f 938 13f 944 3 f 950 134-956 134-962 15+968 13-�-974 13f 980 13f 986 MODULAR BLOCK WALL ,-&5 PROF/LE STA. 13f 938 ';4 '; 12m Rt. TO STA. 1.34-977 'A '; 13. 5m Rt. 12. 832m 2.832177 2.832m 3. 584m 3.. 584rn - I 0 0 0 OLN -Proposed Grade CONCRETE BETA/N/NG WALL �_- 6 _ Existing Grade B/LL OF MA TER/ALS I __ ---- - l00 v Non-Perforated CONCRETE - P. V. C. Ou t/e t Pipe Class 4 " in Structure 3 Wa/l 8.87m Footing 7 Jlrn 3 Total 16. 18m 3 MISCELLANEOUS Con trjac ti0r7 Join t5 -Bo t tom Footing E/e V. 252. 4J9 Rein f. Steel #13 61A-g Re.in f. Steel 16 1273K �` 9 Structure Backfi/l 50m 3 i vI Masonry Coating & Surf Sea/ 22m2 100 ' Perforated Type 4 13m DATUM ELEti' 100a Onderdrain Outlet Pipe 0. 6m 250. 000 14�430 14 f 436 14 f 442 C, CONCRETE RETA/N/NG WELL PROF/LE STA. 14*426. 780 '�4 " 18. 76m Rt. TO STA. 14f 436. 836 ';4 '; 31. 117m Rt. 0 Q) - -- - �� iii��i _ - - - -- - HORIION`T'AL SCALE FILE o INDIANA oo i o aQ-• P No. �°y�N= FOR �PP��o� _ '-ll—OS DEPARTMENT OF TRANSPORTATION ERTICAL SCALD: DESIGNATION o Buller Fairman Saufert _ _DESI�n �„ (llN��h�R DA I F 1:50 9980500 C O N S U L Z I N G t N G I N t t 12 S •:P Esos 1 0078 i \ ��0.. STATE OF :`� ;T ►�.JI- - -- - EH- - OLD MERIDIAN STREET SL R\ EZ I3ooh SHEET DESIC7NLil: DRAWN: �,)0 5'? OF 110 r.� 8450 WESTf IELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G � /NDIANP..•' �� INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 � �- Z 13 2 ll.II RETAINING WALL DETAILS CONTRAIL PROJECT f 317 713-4615 -----_-_— 219 769-2333 //// s� �\�' �� - n FAX 317 713-4616 FAX 219 769--2377 �/�� NA�. ��A�� (�H1�,( I1LL): LHL' �I1F��: - -- ��nni�� _ ---- - -- -- R—? 910 STP—IN50(001 ), IN-13( 032 1 c DRA I�VA CL - DRA VA GE DRA INA G,� S TRUC TURE S TRb C TURE Z' STRUCTURE-- S TRUC TURZ No. 27 No 99 No. 26 No. 26 A A D D 1 150 150 150 Q:� J00 Q) 74 300 J00 -T IZ 150 150 150 3000 5000 3000 PZ-A N VIEW PLAN VIEW PZ-A N VIEW 5000 —007 ,3000 1500 2000 1500 73�116 X 1220 - 1500 —417 (,Ecch Face) 1500 1500 75,55 5 Y 7�< 7-- \7- -T- --16- Q) f-Z-f-VA TION VIEW 5f C. A -A L-L EVA TION VIEW SE-C. C-C L-LEVA TION VIEW SEC. D-D 300 bm1*tS Of �160i Cal J00 0. (-/11 Masonry � 175 coa ting ]115 115 2074 X (2 T & 29) 1538 115 350 275 Limits of 1602 Masonry Coating 510 510 250 250 (2 T & 25) Q-) DRA INA GE 1301 x 1950 I302 x 1800 1601 x 2324 1602 x 1838 STRUCTURE C BAR BENDING DETAILS 150 STRUCTURE DRA INA GE 7 750 11 17 NOT TO SCALE I GENERAL NO TES 1,302 0) Q) IJO/ 1. Rel�-IfOrCI�7-9 Steel COVerl�7_q Shall Be 75MM /�7 FOOtl�7gS Q) 0 JOO MCX. Z) 300 Max. Except Bottom Steel Wl-,,I'ch Shall Be 100mm. 75 Cl. Q) Q) Lj 2. Reinforcing Steel Covering Shall Be 50rnm In All Other Areas Unless Noted. DESIGN DA TA 600 600 (3T 391) J Rein, forcing Steel Shall Be A. S. TV. A615M Grade 420. Allowable Design Stresses Class 'A Concrete Fc = 24 MPc 5f-c TION E--E- - SEC TION 8-8 4. Concrete Shall Be Class A In Wall An d Fo o tln' gs. Rein forcing Steel ('Grade 420) Fy- = 420 MRc Foundation Bearing Pressure q = 120 kPc 5. Chamfer Llxloosec-J Corners Of Concrete 251-nm Unless Noted. 6. Cost Of Masonry Coating Shall Be Included In The Cost Of Class A Concrete. NOTE: ALL DIMENSIONS IN mm UNLESS NOTED OTH,�WWIS�E HORIZONTAL SCALE FILE oQ 37.13 RECONINIENDED FOR AI)PROVA 1 :20 INDIANA o DESIGNATION ENT OF TRANSPORTATION 4 DEPARTMENT VERTICAL SCALE C� DESIG4 �j -00 No. Fu) E_ DATE 1 :20 99801) Butler Fairman Scufert fPE60910078 St'RVEY BOOK SHEET E OF 1)E'--)I E D: OLD MERIDIAN STREET 53 101F yr Z� C;C)".S U� I I N(3 E N (3 1 " ��FA CC= STAT 4j DJ1 H'H 7- 8450 WESTFIELD BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G INDIANAPOLIS, IN. 46240 m ERRILLVILLE, IN. 46410 ........... 317 713-4615 219 769- CO-NTRACT PROJECT'00 N A L CHECKED: 13Z -HE( FAX 317 713-4616 FAX 219 7��9-2377 '/;///L -�KED: D-11 HEAD WALL DETAILS R-`2(940 STP-IN50(001 ), IN48( 032) c� \v/ 70104 121g 27- 3658 Span x 2134 Rise x 2438 Long 2 - 5658 Span x 2134 Rise x 1956 Long 0 Precast Concrete Bridge Units Plus 28 Join is @ 13 ± per Join t 457 0 Pipe ` \` Invert Elev. 251.39 / C ` \ "' \ � C 2502 D e / See Typical Joint Seal Detail on this sheet � I 254 _ 254 FLOW Headwall Headwall Structure C/56 1 / 1956 -A 956 I `moo - c� � o 19114 (L 1219 0 Pip e D e all C/56 e�`, 2 Invert Elev. 251.47 e t,7 il Cover all corners with 610 wide BRl D GE PL A N (j \\ X62 strip of Filter Fabric J 152 s�� _� NO TES e� GENERAL NO TES: \ a1k 1. This bridge has been designed for general site conditions. The project engineer shall be responsible c� for the structures suitability to the existing site 102 Perforated Backfill Draip conditions and for the hydraulic evaluation -- including supplied with Wingwall scour and confirmation of soil conditions. 2. Prior to construction, contractor must verify all elevations shown through the engineer. DESIGN DA TA Primer Compatible Design Loading. with Joint Wrap 22 x 35 Butyl Rope Bridge Units: MS18 [HS20-44] Headwalls: Earth Pressure Only Top of Precast 229 Wide Seal Wrap, Wingwalls: Earth Pressure Only Bridge Unit /—EZ-Wrap Rubber or Equal Design Fill Height: Varies from 381 min. to 610 max. Of from top of crown to top of pavement. Design Method: Load factor per AASHTO Specification Assumed Allowable Soil Bearing.- 72 KPG (Verify) MA TERIALS Precast Bridae Unit Concrete for Footings shall have a minimum compressive strength of 276 MPG 3000 psi Reinforcing steel for Footings shall conform to TYPICAL JOINT SEAL DETAIL ASTM 615, A616 or A617-Grade 60. not to scale In HORIZONTAL SCALE FILE J. / ''�•,� RECONINIE ED ;$7ER.q ' "oI �I-'I'RO�': INDIANA AS SHOWN 3743 c °� '-�-�� DEPARTMENT OF TRANSPORTATION � -- 'p�� N0. `-�(P� ' � I VERTICAL SCALE DESIGNATION � _ _ � - - ----- --DESIG_ h�NGI AS SHOWN 9980500 =1 NEER DATE jButler Fairmar> Seufert = PE60910078 ' - - -- --- - i` Q C O N S U L 1 1"C4 t•V N F- t !2 S STATE OF 4/� DES - - - _ B_F_H SL'�RN BOOK SHEET ' �\ : Ic _`EI>: =--- _- DRAWN: __ OLD MERIDIAN STREET 84_'J WESTFIELD BLVD, SUITE 300 509 ��'ST 84TH DRIVE. SUITE G �� ? I�JI INDANAPOLIS, iN. 46240 MERRILLVILLE, IN. 46410 �i !VDIANP.. �� - ----- _ - '�0 -I c 119 ^ 317 713-4615 219 769-2333 ,j��s/ ��`�� f FAX 317 713-4616 1 4X 219 769-2377 �, oNA� .� ---� CIIFC KED J _ _- 13Z -- CHECKED: --___vI CONTRACT PROJECT - - STRUCTURE 152 DETAILS • s_. -- - ---- - — 1 I R-_ 940 STP-IN50 001 ,IN48(032) 121 C) �� T/Foo tin g De v. 250.884 �\ Elev. 251.024 70409 152 152 \ No te: 6 Q Lap (915)19m #6 Longitudinal Bars in Wing wall and Bridge Footings to make continuous o. 305 Structure Limits Cut-Off--Wall FLOW Structure T/Foo tin g T/Foo tin g 305 E,�e v. 251.024 — N Structure Limits De v. 250.884 Cut-Off-Wail � �J \ / \ CIO C W / / 152 Dee O� o / \---152 Deep 254 Blockout (typ.) Blockout (typ.) J' FOUNDA TION PLAN Precast Wingwall � 152 0 Hole for 9 Wingwall Drain CQ T/Foo tin g T/Foo tin g o Type A or B Ele v. 250.884 Elev. 251.024 Wingwall Anchor Q� a 3658 Structure Span V45 e Unit Backf,�7/ lnside Face of Inside Face of �Precast Bridge Unit Precast Bridge Unit Structure — Structure 178 / 178 Back fill Backfi7l -- 150 22M Bars @ 1 203 4 600 00 203 " 13M Ties @ 450 -Reinforcing not oc.shown for clarity rout 76 76 19M Bars @ 305 - 76 76 f� T/Base .S N 0.C. v 3 _ 19M Top 19M @ 305 oc. � 5 19M Bottom • D 1 3 19M @ 305 oc. 0 4572 — De ta�I Each Face 4 -- 19M Bars 22M x 914 Ears @ 152-1 "' C/55 16M #5] @ 305 oc. "J05 N � o.C. 660 4572 / 1219 DE TA IL 1 SEC T1 ON A 1050 C/55 15 ,SECTION B C/54 a , --- -- --- - HOKIZON'T'AL SCALE PILE — o ICE( U,NIAIEN1)ED INDIANA AS SHOWN 17-43 0 ........... 9 > > > T VERTICAL SC� �LE q�a-9 % h'Oh AI I I�UN AI -- _-- DESIGNATION �- :� ; DEPARTMENT OF TRANSPORTATION . a _1S SHORN 998000 N0. .N _ DESIGN EN GIN EER DA I E L PE60910078 _- -- --_ — -- Butler Fairma i Seufert — --- -- - - M �_ -- SL RVE1 BOOK SHEET C O N S U L I I N O t N G I N t t 1-2 S _ v STATE OF �; DESIGNED: _ vJl _ DRa�rN: BEH OLD MERIDIAN STREET 9-90 55 of I19 8450 INDIANAPOLIS, IN.B46240SUITE .300 Mo9769I2333 . 4641OSUITE G %,��SS,�DIANP. ` — -- ----- - --- - — --- E 1 5� DETAILS CONTRACT PROJECT , FAX 317 713-4616 FAX 219 769-2377 '�.,,,��NA�, \��\� CJJEGKED: BL CHECKED. -DJI- - - - STRUCTURE R-27940 STP—IN50(001 ),IN18� _ 4064 _ �{ Headwall -------_-- Win wall Connection Plates T/Headwall Elev. 253624 [UP] T/Headwall Elev. 253.484 [DN] — 0 of N Q� N O, T/Base Slab N o 251.024 [UP] j Elev. 250.884 [DN] ° N N � o � o 3658 Sp an END EL E VA TI ON Precast Win 9 wall _ _ Bridge Limits = 70104 Precast Wingwall 254 254 Headwall Furnished Joint Seal between End Unit with End Unit (typ.) and Headwall (typ.) v �� i \ C.L P. Collar �� 7�,/; Str. Backfr%l When Trench Opening Encroaches Within 1500mm Of An Place 13mm Diameter Existin Or Proposed Street Or // ��"'� ` �� ` g P �/� �� /// // �� s �A A Extrudable Preformed Sidewalk. Approved ved Backfil/ Material %� Gasket Material Pp X�% /jX �i/. Outside Of Str. Backfill Limits. - ��" ' �� /n Each Keyway /�, Approved Backfll Material May o See Detail Be Used Under Proposed Sidewalks Provided Sidewalks Are Constructed 6 Months After F' Backf//ing Of Trench. Minimum Width= 1.25(0.D.) 300 ---Reconstruct Bench Walls ;- 775 �� #8 Crushed Stone Core Dri lled Opening �,� 1y8 Crushed Stone �� '� Or �y8 PLAN VIEW 6 2 6 Or ;348 Fractured Face%�/ ',��< Fractured Face Flexible Boot Connector-� � � �� Kor-N--Seal Or City a -Precast Concrete Aggregate Hand %�� '� � <;� Aggregate Hand y Or Tamped Or Waked i O.D. �/ Tamped Or Walked Approved Equal AdJusting Ring In To 112 0.D. -f 300m.m I To I/2 O.D. Flange Of Casting It Above Top of Pipe 90a Proposed sanitary Sewer-----' O 1/2 O.D. /OOmm Mi�°i _�i -75mm Min. Below The Barrel) ij \ �/\ \�j!/�//\/ yelow The Bell Ex�st�ng Sanitary Manho/e 765 Crushed Stone Or EXISTING MANHOLE CONNECTION DETAIL Noml;7al 13mm Butyl Rubber `8 Fractured Face Aggregate, Base Extrudable Preformed Riser Ring Thickness 100mm - 300mm Bell Hole Excavated Not To Scale Gasket Material T y Outside Dia. 915mm or 865mm � P� P VC PIPE BEDDING DETAIL GASKET DETAIL SECT/ON 'A—A " No t To Scale PRECAST ADJUSTING RING Not To Sca/e Self-Sealing Manhole Ground Line �� Frame And Cover � AdJuster Rings I3mm Extru dab le Preformed - Gasket Material Exterior Backp/aster Material, 600 Dia. 300 Max. 6mm f 1.5mm Thickness. Apply From 50mm Below Top Of Cone To Casting. 125 Min. 125 Min. - Sewer Pip e -Sewer Pipe Se wer Pip e Tapered Care Sectian - Bench Wa/ls Bench WaI/s Cast In P/ace Or Flat Cap Section Or Precast _ -- / " 1828 O. C. Max. Post Spacing 1 (See Elevation for Spacing) 0-Ring Gasket Between All Riser�� / Manhole Steps 457 50 O.D. Steel Pipe Sections, And Riser Arid Cone �. ��Bench Walls �� Rolls & Posts Sections, Plus l3mm f_-xtrudob/e Preformed Gasket J iT , y�' -1220 Dia, — PLAN PLAN PLAN -� ip e -Se wer —`?ewer P Pip e -Sewer Pipe Bench Walls Minimum 4,%," Slope o U I � a 150mm For 1220mm 01'a. Manhole � as �° .�, � I I I LJ I I LJ I Grade �LJ� y E'-?n ch Walls Ben ch Walls c I PLAN PLAN PLAN NOTE Railing Pipe SchedUle, Welds, Joints #13 Bars @ 300mm O. C. Both Ways 150mm Compacted Note.- All Bench Walls To Be Sloped 9 41 & Anchorage Are To Be Determined, #5 Aggregate BENCH WALL DETAILS Designed & Provided By The Rai/ing Not To Scale Man ufactuer/Supplier. TYPICAL MANHOLE TYPE A No t To Scale TYPE A, B RAIL DETAIL Not To Scale ALL UNl TS IN M/L L/METERS UNLESS NOTED OTHERWISE. �vv`vv .1, / ii I�h�COMNII�NDN�D HORIZONTAL SCALE FILE ,\ �..........sq ,,, INDIA A SHOWN 3 3 r FOR AI PROVA DESIGNATION �• RF y O VERTICAL SCALE DE. No ° ':��, DEPARTMENT OF TRANSPORTATION v Buser Fairmaxi Seufert = _ _- _ -- DESIGi_ I NGINEER D TE _�� SHOWN 9980 00 r PE60910078 _ °o"S"L , No �tVG N�� S STATE OF 'I)F,SICrNED: -_- u.Il DRAtiti`N: - _ F,H OLD MERIDIAN STREET SLRVEZ- �ool� SHEET �, Q 8450 WESTFIELD BLVD. SUITE 300 509 WEST 84TH DRIVE, SUITE G �0 �J( OF I I INDIANAPOLIS, IN. 46240 MSERRILLVILLE, IN. 46410 �j �n P CON hRA� I PROJEC T 317 713-4615 , s G� BZ DJI MISCELLANEOUS DETAILS r.� FAX 317 713-4616 FAX 219 769 32377 ! ,,47�,��NA� 'IF \\\ '� T `• C'HLC'KED: _- CHECKED: _ R-?�9 �0 STP-IN50(001 ),I �8(03� ) p ► I ►I � '� O p ii O I T 02 0 3 0 4 i EB EA EL j 1 i I I w i C,2-3C/14 I C, 14 II � Q N. � 5 � 6 � 7 0 8 x I . ( 15 7m SIGNAL MAST ARM P. O. T. Sta. 12*845. 778 A I i P. O. T. Sta. 5f 000 'PR-3" 1 ,9m CAMERA MAST ARM NO PREFERENT/AL/T) ALL SIGNALS FLASH RED x 12.2m SIGNAL MAST ARM 9m CAMERA PASTA I I �I �`�� PHASE_ DIA GRAM X ��• - II C,2—3C/I 4 �, - ' *,982. 777 ti 7C114 � j+ �� --- ---- - �O - -�_> - _ 90m � App App. /F� I V7 - — OD� - C, 14 �� , ' 5C/14 5C/T 4\ 5C/14 2-5 14 SB - ----- r ---- - r - -- 7C/ 4 � - --- -- - - - - 7C/1— of ❑ SA i OLD MEf�/D/AN ST. Li;�e "A -- -- - - - - -_- 44-1 - O 60 /�mh ,�� 3C/14 Line 4 " -- 3C/20 OLD MER/D/AlV ST. 60 Kmh NA C, 3C 20 3C 20 -- -- i 3 3C,,�14, 5C, 14 / 5C 14 7C/14 / — i - 3 ,114 ------_- -- ------Ur�/�r�own Size - ----- ---------------- �� 3C�?0 3 /20 2-5C/14 - -- - - --- - �� 3C/20-- - - - - - '' �C/14 / 0 ----- - - -- ---- - _ -- - - - ---- ---- -- r{}-- _ --- -- 1 ---- - — 0 -2 IN -- Lrl I , : lam— _ - -- - - �_ - — T - - - -- -- -_ _ - - ? - _=---- . --- �c86� - -- App- p. FL' 7 =' —Tem -- - ---- � --- �' � 76 ��•8 13. 7m SIGNAL MAST ARM_ - --- - - -- _fin__ L'A-MERA_�IAS-I___ARM- ------ --- _ _ 90m _ _ 13.E /20 I, o 13. 7m .S/G,1/AL MAST ARM � T i MA � ARM m A�'�,�,4.q S 9 .. I y20 3C 14, 14 7C/14 - 4-C, 2 3C/2 14 4 5 14 I I 10 3C/ / 4-7C i4 I Q I , I NOTE: EMERGENCY VEHICLE PRE-EMP TION SYSTEM RE-0 D t / I I L WA le - R10-4B REO D A T EA CH PEDESTRIAN INDICA T/ON �— I mm R 305mm AMBER 305mm GREEN L.E.D. ONL Y" Q) TRAFF/C SIGNAL HEAD, 3 FACE 305 ED, , ( ) I I - SIGNAL AND CAMERA MAST ARMS ARE PARALLEL TRAFF/C SIGNAL HEAD, 5 FACE (305mm RED, .�05mm AMBER, 305mm GREEN II 305mm MBE,? ARROW, 305mm GREEN ARROW) (L.E D. OIVL )) IF ----- XISTING l- WA Y, 3 SECTION (300mm RED, 300mm AMBER, 300mm GREEN) SIGNAL INDICA T/ON I # `J- --- EXXI TNG l-WA Y, 3 SECT/ON (300mm RED, 300m,m AMBER, 300mm GREEN) SIGNAL INDICA TION ►► j J7 ►I I I wI I �-_ EXISTING /- WA Y, 5 SECTION (300mm RED, 300mm AMBER, 300mm GREEN, 30or7m AMBER SIGNAL INDICA T/ON ►► I I ARROW, 300mm GREEN ARROW) S U II CONTROLLER AND CABINET, SECONDARY, MENU OR/VEN, 8 PHASE, NEMA2, TYPE I ON TYPE P- 1 FOUAIDA TION i I a 9m MAST ARM w/CAMERA, 12.2m MN TG. H T. I► - 0 EXISTING CONTROLLER i _ li D� EMERG. VEH. CONFIRMATION BEA CON ( 2 DIR.) o �� STOP BAR - - --�� ---- M' DO EX/STING MAST ARM POLE AND FOUNDA TION EMERG. l/EH L-<< H; DETECTOR (2-D/R.) -- -- - __ ---- -H,q/VDHOLE ,\\'` �� HORIZONTAL SCALE FILE '�. Rh�C'O bI:�IP, I)h�I �. �s ' ,' INDIANA 1:°'00 3 7-13 � �— MAST ARM POLE AND FOUNDA TION �� ,�STEq �-9 '% FOR PPRO`AI F N= �-� � T T VERTICAL SCALE DESIGNATION EXISTING HA vU. /o E- No. �' DE�IC3 ENCII SEER D ATE DEPARTMENT OF TRANSPORTATION 1: 00 9980500 o SPAN MOUNT JUNCTION BOX" Butler Fairman Seufert _ D DETECT/ON ZONE PE609E 0078 __ ..ems SURVEY BOOK SHEET C O N S U L I I N O t 'J Q I N t.t Ii S � V O SERVICE POINT ,� S ; ,IIESIG-\ED: U11 DI�A�titi : BEH _ OLD MERIDIAN STREET C - 8450 WESTFIELD BLVD, SUITE 300 :,)9 WEST 8411-1 DRIVE, SUITE G � - - - --- `'�� 7 8 O F 119 PEDESTRIAN INDICA TION w COUNTD0WN INDIANAPOLIS, IN 46240 NCRRI'.LVILLE, IN. 46410 %� �NDIANP.•' �� --- ------- -- W CARMEL DRIVE Z / SPAN MOUNTED SIGN F C� .� — D/SPLAY, //V TL. SYMBOLS 450mm PUS,yBUTT0,1' 317 713-4615 :'19 7>9-2333 ' 's� �� D.II CONTRACT I ROJEC'T f -•�. TRAFFic FLOW FA> 3,7 7,3-4616 FAX 219 769-2377 %, �'xEC_I�ED: B 1. - ;CxF�CI�ED: - - SIGNALIZATION DETAIL R-��910 STP-I rSO(oo1 ),1 48(03 > O Q� Sign Type WIIA-2 Q F k Q 4 C�- Sign Type RI-2 os l() Sign Type D3- 1 44 �) n T � Sign Type WI1A-2 ?, 5'�2 Sig Type R 1-2 5E-GIN PROJECT sgn Type D3-2 TA. 12f297. J05 L/NE ';4 " sign Type R4-7 sin T e 03- si9 n T W2-6 Sign Type WIIA-2 x 7�'�y +�42 �'P e X S R' Sign Type W3-2a Sign Type W13- 1 66 0502 Sin T e VIA- } (20 M.P.H.) o 4 41 S� nco e R6-1 R 41 4 PR 5 Sign Type R1- yp 4 w 4 _ S � Sign Type W11A 3. 6 /36 4 fl ZL C� ��Oe 4 ♦ _ 33m-) 4 - - - - - - - - 3. 3m 0. 6m 4 2 � � 4 3. 3m 3. 3m- (T)'P.) MER/D/AN ST 3 6 Sin Type R1-2 + 5 4 5 7 L in e A L D MER/D/AN ST 3. 6 - - - - - - - - - - - - - - - - Sign Type D3-1 33. 7 4 / 41 4 44 3. 3 4 -- - . 66666 s r�` 3 T Sign Type W2-6 �� 4 Jo.6 p ) 4 4 a 4- Sign Typ e W13-1 x� 6 0 Sign Type WI I A-2 + 960 2„ 4 N (20 M.P.H.) Sign Type W3-2a R X 4 Si T e D3- 1 44 ' 0�� o g n yP 3 3 Sign Type W/IA-2 Sign Type 11?2- 1 X/ 73 X40 MPH) Si qn Type R1-2 44 4 33 / 1 '4�9S0 Sign Type 14111A-2 3 LINE, PAINT, SOLID WHITE LEGEND I GROUND MOUNTED SHEET SIGN / 41 LINE, THERMOPL A S T/C, SOL/D WHI TE-' 200mm 4 LINE, THERMOPLASTIC, SOL/D YELL OW 100mm _ 4 LINE, THERMOPLASTIC, BROKEN WHITE 100mm 2. 4m / � LINE, THERMOPL A S T/C, SOLID YELLOW, 200mm � ( Line, 9m Gap) Sign Type R1 L j 4 TRANSVERSE MARKINGS; THERMOPLASTIC, STOP L/NE 600mm 4 4 LINE, THERMOPLASTIC; DOTTED &HITE, 300mm �Im Line, Im Gap) 5 PA V M E ENT MESSAGE MARKING THERMOPLAST/C LANE INDICA T/ON ARROW Sign Type R6'-1(R) 90 5 � � 44 TRANSVERSE MARh'/NG, THERMOPL AST/�; CROSS61/AL K 51 PA YEMEN T MESSAGE MA RKING, THERMOPLASTIC, WORD ONL Y n5 �-- L/NE 600mm (3m Line, 600r»m Spacing) ( ) S1,gn Type W3-2a 5 TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK, WHITE +9 4� L/NE, THERMOPLAST/C, DOTTED 141H/TE, 100mm (6rn Line, 24m vap) 5 TRANSVERSE MARKING, THERMOPLASTIC, YIELD TRIANGLE, WHITE /00x900) LINE, THERMOPL A S T/C, SOLID WHITE, 100mm 7 TWIN PVC CONDUITS, 100mm 0 ® O N ") .Sign Type R2- 1 4 5 4 (40 M.P.H.) X - ------- -- (4 4 �6 -1-,992 P 3 5 4�6. Om 12. 0/_r/ _ Jo. 0m Cj)I 12. Om 6. Orn(:Z) 6. OL77 12. 0/7? 1. 8m 4 3. 3m. 0. 6M 4 5 J. 3rn- (TyP.) 4 3. 3 5 4 5 4 4 OLD MERIDIAN S _ - --�T�'p�) � 5 J.4 ,� 4 5 51 Line '4 " OLD MER/D/AN ST. _ 5 .3m 4 J. 3 3. 3 5 L in e 3.3m 4 3. 3 L.�T p ) - - 4 3 3 5 3.3 7 4 3. ° 3 �Ty 3 3 4 4 — 5 Q J0. 0/7- 12. Om 6. Om�6 — o I *020 4 4 O ° Sign Type R2-1 (40 M.P.H.) O V NO TE- SEE SIGNAL/ZA RON SH T. 5s FOR iN TERSEC TION SIGMA GE. � 51 C� M HORILONI�L SCALI�� FILE _1 � INDIANA 1 : 00 . �G�srEgFO'9 F'OR �PPRO� _�I ' _�TION DEPARTMENT OF TRANSPORTATION �'ER'rIC�_�L SCALE DESIGN. _ p. N0. :� _ DESI(' l ENGINEER DATE � --r _ _ _ _ _ 1 :500 9980500 � O Butler Fairman Seufert M _� PE60910078 HEFT J -` �� . STATE OF :'\��; DESIGNED: -DJI - - DR �`til� : BI:II St R` EZ BOOK S INDIANAPOLIS,LIIN, 46240 SUITE 300 MERRI LVIL8, N.L4641pSUITE c ii''��- ' /NDIANP.- \�,�� i _ _ —_ OLD MERIDIAN STREET ?90 59 OF 119 0 L 317 713-4615 219 769-2333 �i � ONTRAC' T PROJECT FAX 317 713-4616 FAX 219 769-2377 ''�. �dNAL ��` cllEChED: jl CHECKED: n.Jl SIGNAGE/MARKING DETAILS --- - - -- - - - R-° 79 -10 STP-IN50(001),IN48(0321 ��„►inin�� _ °o °o Q) °o Sign Type W11A-2 (PED. X—lNG) 0 12. Om 6. Om 6. Om 17_.. Om 3. 3 4 5 3. 3 4 3. 3 0. 6m 4 3. 3 5 Now 3.3 OLD ME- /D/AN ST 3. 3 3. 3m _ J.3 Line 3.3m 5 -- v _ ' _ _7 3.3 5 4 �` - 4 3. 3m 4 3. 3m Qom I 7 4 4 3. 3 _ (T p-) I Q Sign 7ype W11 A—2 yED. X—/NG� QQ Sin TYPe R4-7 lb � O I Sign Type W3-2c In `- 4 Sign Type W11A—2 Sign Type W11A —2 - + x Sign Type DJ-3 Sign Type R1-2 x Sign Type R2-1 (40 M.P.H.) Sign Type R1-2 5 4 ��9 \ 4 Sign Type WI I A—2 Sin Typ e D3- 1 x� 4 4 �7n 3. 3 4 0. 6m 3. 3 4 4 33 Ty� 4 3 4 4 4 41 � OLD MERI /AN ST 4 OLD MER/D/A ST. 7777;1 in A 3. 3m 3 3 4 O �'m — � - 3.3m - I 7 4 .6m4.6 7 0 4 (T p.) 4 3.3 4 4 J o 7 � 4 I 0 4 X �� X \ 4 LEGEND � Sign Type W3-2a 4 \ -� GROUND MOUNTED SHEET SIGN -}_ X �S'ign Type W11A-2 LINE, PAINT, SOLID WHITE, 100rnm Sign Type WY 6 x 47 LINE, THERMOPLASTIC, SOLID 011-117E, 200mm, LINE, THERMOPLASTIC, SOLID YE/_LOW, 100mm I9(1 Type W13- 1 Sign Type R1-2 (20 M P.H.) 4� LINE, THERMOPLASTIC, SOLID YELLOW, 200mm LINE, THERMOPLASTIC, BR. OKE N WHITE, 100mm (2. 4m L n' e, qm Cop) Sin Type R6-1 R L/NE, THERIVOPLAST/C, DOTTED &1111,, joomm (1m Line, im Gap) TRAiVS k RSE ,tiIARI.0VII THERMOPLASTIC, STOP LINE, 600mm Typical ,, 44 TRANSVERSE MARKING THERMOPLAST/C, CROSSWALK PA VE-411E/VT MESSAGE tiIA/:?K//VG, THERMOPLASTIC, LANE- INDICA TION ARROGV X0� �A , Sign Type W11A-2 , � L INE 600mm (3m Line, 600rr m Spacing 51 PA VE-V N T MESSA GE MI RK/NG, THE,gMOPL A STIC, WORD (ONL Y) P O r, 4 LINE, THERMOPLASTIC, SOLID WHITE; 100m17-1 5 TR,ANS�ERSE MARKING THERMOPLASTIC, CROSSWALK, WHITE, 150mm Sign Type D3—3 TWIN PVC CONDUI T_S, 100mm ---- ------ -- - — ---------------- - - - -I HORIZONTAL SC��LE FILE / ��. I�I',(`01INIh�NDED o �� ,Q 1 :500 37 13 0 : �-. ..�. .s INDIANA . FOR �PPRON-A _ No. �' _-- - -- 1. R-- n. �r DEPARTMENT OF TRANSPORTATION VERTICAL ocal�F �Ego� 000 " o Butler �Fairmar� ScUfr� � PE60910078 DE�IC�N' ENC� N EN� SL"RN' BOOK SHEET 8450 WESTFIELD BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G rQ`.• STATE OF ::'�� UF�SICi�NED: D:JI-- - ��llRti�N: - _-- -- �H-_-_---_--__ OLD MERIDIAN STREET F� Q)� I1 h r d INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 �i �HDIANP.•' \�� 9 (�0 0 F 1 19 317 713-4615 219 769-2333 i�s C?� - --_._--_—__ j -_ , ,, Sj � CONTRACT PROJECT FAX 317 713-4616 FAX 219 769-2377 �,,, ANAL ,.� CHEC1�IiI): Ij7 CHECKED: DJI SIGNAGE/MARKING DETAILS -- - R-`?79 10 STP-IN50(001 ),IN X8(03? ) oe O � Q) Q) D3-3 Sign Type R1-2 Type W11A 2 ` X R /5/g/7 pe W2-6 Type W13- 1 4 � 0�� 0 � x 0/ x 4 4 3 3 . 6m _ 4 4 1 3p. ---- 4 . 61T? 4 3. 3 �- OLD MERI /A/V ST. 4 (Typ.) 4 4 13 7 4 44 - _- X — 4 - ._ -- 3.3m 4 4 cm 4 5 9 Sign Typ e D3-1 I 4 (T p.) 4 _ - _ 4 41 X ` Sign Type R1-2 Sign Tye e R2-1 LEGEND � (4 M.P.H. -L GROUND MOUNTED SHEET SIGN Sign Type Ri-2 (� L/NE PA/NT SOLID WH/TE, 100mm 4 L/NE, THERMOPLASTIC, SOLID YELLOW, 100mm 44os 41 LINE, THERMOPL A ST/C, SOLID WHI TE, 200mm 4 L/NE THERM OPI_A STIC, BROKEN WHI TE, 100mm (2. 4m L in e, 9m Gap) Sign Type W11A-2 4 L INE, THERMOPLAST/C, 501-ID YELLOW, 200m177 4 TRANS(/ERSE MARK/NGS, THERMOPLAST/C STOP 4 L/NE, , L/NE, 600mm THERMOPLAST/C., DOTTED WH/TE, 300mm �1m Line, 1m Gop� 5 PA I/EMENT MESSAGE MARK/N Sign Type R4-7 TRANSVERSE MARk'ING, THERMOPLAST/C, CROSSWALK �� G 7H RMOPLAST/C, LANE INDICA T/ON ARROW 4 51 PA VEEMENT MESSAGE MARK/NG•. THERMOPLASTIC, WORD (ONL Y) L/NE 600mm (3m Line, 600mm Spocing) N TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK WH/T LINE, THERMOPL A ST/C, SOLID WHITE- Q) , 100mm , E, 150mm 7 TW/N PVC CONDUITS, 100mm o o 0 0 44 4 44 Sign Type R1-2 Sign Type 012-6 S 4 Sign Typ e x Sign Type R2-1 (20 M.P.H.) e — _ Si 6. Om, Sign Type W11A---2 4 4 Sin T e R1-2 9 n Type W3-2a 4 Sign Type D3- 1 X X57 k � Sign Type 15'4-7 44 00 0 6m 3. m 4 3 4 4 x OLD MERIDIAN ST. 3. 3m — 41 7 4 = 4 3. 6 MER/D/A ST. _ _ _ 36 ^° 4m 3,3m (' 4 -- 3. 3m 7 6m4.6 in e A 6rr�¢ 3. 6 0 4 (Typ.) 3. 3 4 4 3. 3m 44 \ Sin e R6-1 R 6 = 4 4 4 � 4 o 4 ► 3. 6 Sign Type W2-6 , \ @1 O , Sign Type W13-1 x lX + 3 - END PROJE (20 M.P.H.) � Sign Type W3-2a Sign Type W11A-2 � � � C'T .� 41 � 4 Sic�n Cape R1-2 4 STA. 14-x-551. 810 L/NE ";4 .01 Sin j1pe D3-1 k 0 Xo�� Sign Type WIIA-2 O GJ 4 ' o Sin T e 03-4 k,,PR� 5 44 Sin T e R1-2 � Q- �5'' A o Sigr, Type R4-7 ��s W1IA-2 �`` � � Sl ./`S9 �• REC 01I1tIIi; 'DEI) HORIZONTAL SCALE FILE . // FOR A� I ROX Al INDIANA I:SOO 3743 � P�� Rio 9 BC: - = p 0. utier Fran Seufcrt -- _---- ---D-� �-I--G---,I NCI NEER DEPARTMENT O--__F TRANSPORTATION SPORTATION VERTICA L SCALE DESIGNATION D �T1 1 .5 0 0 O N S U 8 9980500 --33 STATE OF DESIC' I I-�: DJI BFH 8450 WESTFIELD BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G 1 T DRAIN: 5L'R�E1 I300h SHEET INDIANAPOLIS, IN. 46 40 MERRILLVILLE, IN. 46410 �5i� � ANDIMP.•'� �� - OLD MERIDIAN STREET 317 713-4615 i� �1s' ...........G��```� j� - ------ - -- 29� OF 119 O FAX 317 713-4616 FAX 269 769-2377 '// ` ------ -- ---- 61 ZONAL ��` CIIEChED_ 131 � z SIGNAGE�MARKING DETAILS CONTRACT . R-27940 STP-IN50(00 1 ),IN48(032) � O \ O O \ 4 36 �,, Sin T e D3-2 J, 4 � � Sign Type W11A-2 3 6� 4 Sign Type R1-2 Sign Type RI-2 \ -4 ° 1 0 X Sign Type DJ-- 1 x 4 \ o Sign Type W3-2a Sign Type W2-6 Sign Type W71 A-2 �" 44 ol� 41 7 'I N` Sign Type W13- I } %� 7 Sign Type R4-7 X20 M.P.H.> h o 4 Sin Type R6- 1 R \y�o -9 " 4 44 5 Sign Tye R6- 7(R) 4 44 (Ty p- 4 9 4 �TyP' 4 3. 3 _ -0. 6ml 3. 3m �T 7 7 7 4 0. 6m T . 3. 3m _ PENNS YL VA NIA ST - --- 3. 3 3. 3 7 0. 6m 4� ` s 47 7 44 3. 3m T 4 4 C � �� / ,�� 4 4 44 5 4 °P Sin T e 03-2 �\ o , 4 \ s� 4 ;o�`S� Si n T e. GV11A-2 � 4 ° 9�S Sin T e W3-2a ` 4 4 Ak ik 'Q 2 , Sign Type R6-1(R) � 2 J g yP o o ��•� 11 9"Si n T e R 1- Sign Type W11A-2 yp Sign 7ype W2-6 Sign Type R1-2 Sign Type W13- I N A 4 Om (20 "PH I) Sin T e R1-2 o� Sic?Tye e W11A-2 g 4 Sign Typ e 03-1 4 121 O 4 4 4 NO TE? SEE SIGNAL IZA T/ON SH T 58 FOR IN TERSEC TION S/GNA GE- -- -- 4 5 f 86� 6. om 12. Om, 30m Taper � o O 4 4 O 3. 3 4 3. 3 4 4 X51 3 3 4 5 5 J. 3r - - -- 1. 5m ARMEL OR. S1 /n 4 4 3.3 5 5 4 3. 3m 1. 5m 3. 3 4 Z C4 33 Q 5 4 ,1 O o 826 12. Om 6. Om O 4 E-GEND GROUND MOUNTED SHEET SIGN .30 L/NE, PAINT, SOLID WHITE,- 100mm 4 V 4 41 LINE, THERMOPL A S T/C, SOLID WHITE, 200mm 4� LINE, THERMOPLASTIC, BROKEN WH/TE, 100mm (2. 4m Line, 9m Gap) 600mm LINE, THERMOPL A ST/C, SOLID YELLOW, 200mm � TRANSVERSE MARK/NG, THERMOPLASTIC, STOP LINE, L/NE, THERMOPLASTIC, DOTTED !�1/H/TE; 300mm (1m Line, 1m Gap,) � PA YEMENT MESSAGE MARK/NG, THERMOPLAST/C, LANE /ND/CA TION ARROW 51 5 PA YEMEN T ME-SSA GE MARK/NG, THERMOPL A S TIC, WORD (ONL Y) I 44 TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE 600mm �3m Line, 600mm Spacing) 5 TRANSVERSE MARKING, THERMOPLASTIC CROSSWALK, WHITE, 150mm 4 5 TRANS VERSE MARKING, 100mm 4b LINE, THERMOPLASTIC SOLID WHITE, THERMOPLASTIC YIELD TRIANGLE, WH ITE 600x900 41) LINE, THERMOPLASTIC, SOLID YELLOW, 100mm 7� TWIN PVC CONDUITS, 100mm 4 - -- ---- --- - --— - l �' - ---- -- -- - � -At � HORIZONTAL SCALE ILE ��,, RECOINIAJE' 'DED INDIANA /yam VERTICAL SCALE DESIGNATION r. �.•. �G,ASTEq '•.• i FOR AI YRO� _� (/�-�-�� o�. No. '_ - — DEPARTMENT OF TRANSPORTATION Q) N DESI(, ENGINEER _ DATE 1:500 9980500 U Butler Fairman Seufert = - — _ - - O CONSUL I IMO tNO1Ntt115 - PE60910078 STATE OF w LL LL T SURVEY BOOK SHEET Q 4 WESTFIELD BLVD- SUITE 300 509 WEST 84TH DRIVE, SUITE G '�/`� DL' SIGNED: DJI \DRAtiti N: _ I3I H _ _ OLD MERIDIAN STREET 990 6? OF 119 ND1AN \ . s 50 - -------- — -- 7 INDIANAPOLIS, IN. 46240 t1ERRIl_LVIL'.E, IN. 46410 P' � CONTRACT PROJECT 317 713-4615 - -,,ss; ��,,.� I3� - DJI SIGNAGE/MARKING DETAILS :19 769-2. :�3 � -` FAX 317 713-4616 [,,X 219 769 377 ��NAL�� CHE('hED: _ �CHEC'KE' D: _ __ - R-27940 STP-IN59(001),IN48(032 � o � Lc) 4 4 4 / i4 Sign Type W11A-2 4 �� 4 4,579 Sign Type D3-1 � � 4 Sin Type D3-3 x 4 `° 7 44 Sq Sign Type R1-2 4 �' �8 Sin 7yce R4-7, 4 4 Sign Type R1-2 Sign Type W11A-2 Si9 n Type W2-6 4 i k O Sign Type W3-2a P ---- 4 41 X18 Sign Type W13- 1 VAIN ST 4 44 P 4 4 Lin e 77R-4 - — --- � S 4 e R6-1( )ig Typ 4 - Sign Type W3--2a Si n T W x 4 - ---— Sign Type W13- 1 Sign Type W11A-2X '' P� 4 41 /�� ` X o°�,� Sign Type R4-7 Sign Type R1-2 X 4 Sign Type DJ-3 Sin Type 03-1 1 44 - - - Sign Type W11A-2 44 4 / �/ 4 Sin T e R1-2 4 i �4 Sign 7koe R1-2 0 4 O lll�ll 11 Qj 44 +48gSin � 4 Sign Type � (Typ., 4 Sl• nn Type RI-2 ------5 \ 44 ! �� 0 Q Sign Type WI1A-2 4 ON-) 44 k �� Z PR 4 Sign Type R4-7 4 4 sign Type W2-6 44�� Sign Type W 13-1 Type W3-2a g yp �\ \ 4 ? 44 X^� 4 a Sign Type R1-2 0 4 _r O Sign Tye W11A-2 44 4 o Sin 7- e D3-4 4 0� a 10A Sign Type W3-2a lu LEGEND 4 4 L INE, PA/NT, SOLID WHITE, 100mm GR0UN0 MOUNTED SHEET SIGN 41 L INE, THERMOPLAST/C, SOLID WHITE, 200m.m L/N� 7 iERMOPLASTIC, SMD YELLOW, 100mm \ \ LINE, THERMOPLA ST/C, SOLID YELLOW, 200mm L/NE THFRMOPL A ST/C, BROKEN W9/7E 100mm (241-n L//7e, 9m Gap) LINE, THERMOPLAST/C, DOTTED WHITE, 300mm (lm Line, //m Goo) TRANSVERSE MARKING, THERMOPLASTIC, STOP L/NE, 500mm � 44 TRANSVERSE MARKING, THERMOPLAST/C,; CROSSWALK � PA 1/Eti1ENT MESSAGE M„Afi'KlN"G, Th'EQMOPLASTIC, LANE- /ND/CA TION ARROW I g5 Sign Type W2-6 L/NE 600mm (3m Line, 600mm Sp cing) 51 PA VEMEN T MESSA GE MA RA-ING, TyERMCPL A S T/C, WORD (ONL Y) I X 1 5 Sign type W13-1 LINE_, THERMOPL A S T/C, SOLID WHITE, 1 COm m 5� TRANS VERSE MARK ING, THERMCPL A S r/C, CROSSWALK, WHITE, 1501-r,;n 7 TWIN PVC CONDUITS, 1 DOmm -- ------ i � - -- --- HORIIONTaL SCALE FILE R APPROV -- -- - . -- -1 -05 � INDIANA 1 500 _ •.u� - �I - DEPARTMENT Q'� o .C� - �� VERTICAL SCALE DESIGNATION E N G I N �E _ -- - D� ICa� h�I'R DATE_ a:� 0. _ __ ___ ______ __ TRANSPORTATION Butler F airmail `9eufert PE60910078 � �_ r .1 00 9980500 ► r� DJI SL-RVEY BOOK SHEET C O N S U L I I N Gl t IV G I N t t F2 S I Lr >I(-N ED: -----DRA�� N ,1 B�.II OLD MERIDIAN STREET —O'. STATE OF � , n 8450 WESTFIELD BLVD., SUITE 300 :09 WEST 84TH DRIVE, SUITE G rr INDIANAPOLIS, IN. 46240 6;=RRILLVILLE, IN. 46410 i'� �^/DIANP.••'' � "��)� G�3 OF 119 In c FAY 317-76354616 FAX 769-23,33 1 2377 %ssioNA� .�� DJ SIGNAGE/MARKING DETAILS ('O TRacT PROJECT �� C'HFC hhD: - ('HEC'I1EI): - - -- -`�r9 r - R 10 STP-IN50(001 ),L 8( 030 SIGN NUMBER OD3-1 WIDTH x HGHT. 2850mm x 375mm SIGN NUMBER D3-2 BORDER WIDTH 25mm WIDTH x HGHT. 1650mm x 200mm CORNER RADIUS 40mm BORDER WIDTH Omm 2850mm MOUNTING Overhead CORNER RADIUS 40mm £ 88 BACKGROUND TYPE: Reflective 1650mm MOUNTING Ground • • BACKGROUND TYPE: Reflective r- Old Meridian St 200EM COLOR: Green 88 LEGEND/BORDER TYPE: Reflective o 150C ST 1 OC COLOR: Green N PENNSYLVANIA 75 LEGEND BORDER TYPE: Reflective COLOR: White 2 X167' 2516 167 r88' 1475 T88� COLOR: White SIGN NO. OD3-- 1 SIGN NO. D3-2 SIGN NUMBER OD3-2 SIGN NUMBER D3-3 WIDTH x HGHT. 2550mm x 375mm WIDTH x HGHT. 1050mm x 200mm BORDER WIDTH 25mm BORDER WIDTH Omm 2550 m m CORNER RADIUS 40mm CORNER RADIUS 40mm --I MOUNTING Overhead MOUNTING Ground 88 BACKGROUND TYPE: Reflective 1050mm BACKGROUND TYPE: Reflective ;= w Carmel D ZOOEM COLOR: Green £ 2 5 COLOR: Green 88 N W. MAIN T 7 0 LEGEND BORDER TYPE: Reflective °0 150C ■ LEGEND BORDER TYPE: Reflective 227 T 2097 ;-227; COLOR: White 2 COLOR: White 6 912 6 Y SIGN NO. OD3--2 SIGN NO. D3-3 SIGN NUMBER D3-1 WIDTH x HGHT. 1650mm x 200mm SIGN NUMBER D3-4 BORDER WIDTH Omm WIDTH x HGHT. 1200mm x 200mm CORNER RADIUS 40mm BORDER WIDTH Omm m MOUNTING Ground CORNER RADIUS 40mm 1650mm BACKGROUND TYPE: Reflective MOUNTING Ground � 2 5 COLOR: Green 1200rnrn BACKGROUND TYPE: Reflective 15OC OLD MERIDIAN T7o5 0C £ z 5 CD LEGEND/BORDER TYPE: Reflective C) 100C COLOR: Green 2 N 150C GUILFORD 75 _ COLOR: White o �D LEGEND BORDER TYPE: Reflective r102T 1447 102 2 80 1041 80 COLOR: White 0 Q 0 I I SIGN NO. D3-1 SIGN NO. DJ-4 NO TES COLORS: LETTERS - WHITE SA CKGROUND - GREEN ALL DIMENSIONS SHOWN ARE IN METRIC UNITS SIGNS TO HE ENCAPSUL A TED LENS WITH LEGEND HORIZONTAL S CA L E FILE J. IS R CID N _\111 E N I)I.I) INDIANA NONE :37 1:i •� ��•. o;sTEq ...9 %� FOR API'IZOVaI Q3-ll Q5 VERTICAL SCALE DESIGNATION ° :��,= _ _- -- - -- DEPARTMENT OF TRANSPORTATION 4:. NO' = DESIG: ENGINEER D 1TE NONE 9980500 o Butler rairman1 Seufert = PE60910078 __ __-- �T 1` TH ` SHEET Try CONSULIING3 tNOINtt HS Jr OT D M S` RVE1 BOOK SHEET ` STATE OF �C/� II ` ---LL UJIF;H L T N 8450 WESIFIELD BLVD.. SUITE 300 509 WEST 84TH DRIVE, SUITE G �� ` �/`� DE�IGNL D: --__ _- ---_ DR �� ' : ---__-_ __--_ ERIDIAN STREET 297 61 OF 1 19 ^ � INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 �j � .. • •, ,..• ��; ---_--- "- � .. ' 317 713-4615 219 769-2333 �/ CONTRACT PROJECT FAX 317 713-4616 FAX 219 769-2377 '�� NAL � ��' ('1IECIIED: 13l CHE(�'KED: DJI SIGN DETAILS , �L ��mn►+++ - - - R—*?940 ATP—IN50(001 ) IN 8 03 ,-) ) o ° o 5Z-GIN PROJECT P. T. 5TA. >2f297. J05 L INE ':4 " Line OLD MER/D/AN T. Line A LD MER ID IAN ST L/n e A s s s O 5 O s s s s h O O � � P. O. T. STA. 12f 449. 357 ';4 P. O. T. STA. 5f 000. 000 "P11?-2" 00 ° o o°o o °o s SF S S S SF SF SF SF OLD !L ER/D/AN ST. I Line 'A 'J OLD MER ID IAN S . Li Line a s SF c SF gF SF SF o LEGEND ° EON O. T. STA. 12*845. 775 'A " DITCH INLET PROTECTION ,� P T S " O. . STA. 5 f 000. 000 PR-3 S/L T FENCE (PER/METER PROTECT/ON) — - ' CHECK DAMS, REVETMENT RIPRAP DITCH SEDIMENT TRAP OS SOD & RIPRAP @ PIPE STRUCTURE UPON INSTALLATION (SEE PLAN PROF/1 E� Q) r - --- HORIZONTAL SCALE FILE L J. /S ,, RECOMMEN1)I1;D `�� G1STE R "9 > > ,,�� .......A ,q INDIANA 1 :500 - 3�� 3 r oR AI I Roy aI 0 �1-05 - DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION a ` No, T Butler F'airman Seufert - DE SIG ENGINEER DATE _ 1:500 _ PE60910078 � - -- - _``T -T _ 99801) r Q C O N S u L I I"O t N Q I N t t 12 S _• I/eJ I SHEET 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G �� I SURVEY I3OOI1 SHEE I INDIANAPOLIS, D 46240 MERRILLVILLE, IN. 46410 ��i�` NDIANP. '' DI1.5I(r\h D: �DR'��ti �EH MERIDIAN STREET _ - -- - - 7 9 O _ -- - TEMPORARY EROSION ° 6� 119 0 317 713-4615 219 219 769- / CON I RACT PROJECT FAX 317 713-4616 FAX 219 769-2377 ��/ ��NA�� V�� II�� I11�.D: - I3I_ CilE� I1ED: _ ��I CONTROL PLANS -- — R-27940 STP-IN50 001 ),IN48( 0 3�) °o Q) o° h h h h s s s s s s s s s s s OLDME / /ANST. SF SF S S S S °o o °0 0 4) �o Tn h � h OLD MER/ IAN ST. OLD MER/D/A ST. -1176 A Lin " ji 0 Q s s s s SF SF SF SF SF I s+ o Z-EGE-ND .S' O Q DITCH INLET PROTECTION s �? SILT FE/VCE (PERIMETER PROTECT/ON) CHECK DAMS, REVETMENT RIPRAP EON s P. O. T STA. 5f 000. 000 PR—4 = s P. O. T STA. I3f 846. 485 ';4 " (Me tric) DITCH SED/MENT TRAP P. O. T. STA. 454*28, 1 74 " (Enq/ish) Pro jec t No. 222 Sec.B OS SOD & RIPRAP 0) PIPE STRUCTURE UPON /NSTALLA RON SEE PLAN & PROF-IE) M �'� ICE( U�I �1ENDh�D HORIZONTAL SCALE NILE � �. J �S '�.� �^ ' FOR APPROVAI :< < DEPARTMENT OF TRANSPORTATION c No. '�cn ' VERTICAL SCALE DESIGNATION _ _ _ DESIG: ENGI'�I ER DATE 1:500 9980500 Butler Fairman Seufert = PE60910078 UNSU 1. , ,NO tNa Nct �s .-v 437 SURVEY BOOK SHEET V ' ;� STATE OF : LC/, I,JI BEII OLD MERIDIAN STREET h 8450 WESTFIELD BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G i�� `� IIDI SIG �D: -_-__ - DRAWN: __ _ _--- -_ ---_- ?90 G� OF 119 C y INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 ��j F `N�iANP ��,,• - TEMP 0 RARY E R O S I O N z �, ss CONTRACT PROJECT � 317 713-4615 219 769-2333 / FAX 317 713-4616 FAX 219 769-2377 �/��ONA�. ��A�� CHECKE'D: ��I Ct��CI1��D: ��I �ONTROL PLANS R-��940 STP-IN50 001 IN-�8 03� - ---- -- - - ( ), IJ Q) 0 0 °o 0 o N 0 e OLD ME-RI AN S T. in — O 4-) Q) 0 0 Q i ® o Lr) �' f46I5 i P. O. T. Sta. 5-f 000. 000 END PROJEC T P. O. T. Sta. 14f456. 671 'A " �.� �� 480 o STA. 14*551- 810 LINE A i m SF SF SF OLD MERIDIAN ST. MER/D/A in 4 in e A Fence Varies W Varies W H Om /. 497 „ 0. 6m 1.2 2 0. 91 n 1. 1 LEGEND 2 4 H 1 11 D/TCH INLET PROTECTION S/L T FENCE (PERIMETER PRO TE TEL-,'T1 -Ni eo texti/e for Riprap CHECK DAMS,, REl E-T MENT R/PR.AP / hF o TYP/CAL SEC T1 ON Ve DITCH SEDIMENT TROP / \ DITCH DI VLA S/ON DITCH DI VERSION f 050 PR-5 - -- - -- M HORIION'hAL S(_'ALE FILE, INDIANA 33i I3 FOR �1YI'KO� � N ERTIC aL S('ALE DESIGNATION a No, ° �n _ _vE�IC_ c�I �- �R 1, � DEPARTMENT OF TRANSPORTATION 1 :500 9980500 v Buller Fairmasi Seuferr = PE60910078 Q = I-- SHEET CONSUL , INC-- CNGINttIA-S .-� -j1 BEE OLD MERIDIAN STREET SURVEY BOOK �� '• STATE of :`tv llESI(�� EB- --- D1I DR �tiVN: -- - - '90 6"r OF 11�J Q 8450 WESTFIELD BL'dD., SUITE 300 s .!VDIANP.••'' ; ,� - _ -- -r - TEMPORARY EROSION .`09 WEST 84TH DRIVE, SUITE G ('oNTRACZ PROJECT ") INDIANAPOLIS, IN, 46240 MERRILLVILLE, IN. 46410 �i `` c C? �� J —�' CONTROL PLANS R- �9�0 STP-I FAX 317 71634616 FAX 261 9 769 32377 ��/��NA�. C•�� _HEI hEI): _ 13L--- I(�II�' CKED: I),II �Jo�ool ) 1� �8�0�� ) — — — Ga ^ ��►llllllll�� _._1 r. O s O X O 0 Q\ O O s Lo EON: Lr) P. O. T. STA. 12f 449.357 "A " _ P. O. T. STA. 5f 000. 000 'P1'?-2" �0 o o� o 0 'SOmm PVC PENNS YL VA NIA S T. oho Line PR-2 O S S S S S S O � � O s s Q) Q) P. 0, T. STA. 12f845. 775 'A P. 0. T STA. 5f 000. 000 'PR-3" Q (b .c J C RMEL DR. � ine 'PR-3" Z Q O a f 830 -f-825 c, n a 74 „ N O r� LEGEND DITCH INLET PROTECT/ON {s} SIL T FENCE PER/METER PRO TECTION) ► 1 CHECK DAMS, REVETMENT RIPRAP DITCH SEDIMFNT TRAP 0 HORIZ ONTAL SCALE FILE � L........ s '', I Et '0MAIE 1)E1) INDIANA 1:500 3743 0 ; Q- _ - - -,- - DEPARTMENT OF TRANSPORTATION ' .��1srEq '•._ % FOR AI I ROVAI � -O5 �'EhTICAL SCALE DESIGNATION ENGINEER DATE 1.500 9980500 Butler Fairman Seufert = = — — - - -- - a _p; N0. •.N _ DESICT� EN(1 _ PE60910078 _ o D,11 BEH OLD MERIDIAN STREET I RV Bo°I' SHEET 8450 WESTFIELD BLVD. SUITE INC-- 300 X509 `�� T 84TH DRIVE, SUITE G STATE OF �� D�� ICa I�l�: DRAWN : F �� r - - - -= TEMPORARY EROSION �90 s8 119 " INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 � '••�NDIAN?`.•w•\�� _ ,, G 317 713-4615 219 769-2333 /// cs \� � CONTRACT TRACT I'R�JEC T FAX 317 713-4616 FAX 219 769-2377 /,,s�QNA�� ,,• (CHECKED: __ 13G CHECKED: _ - DJ1 - CONTROL PLANS -27940 STP-IN59(001 ),IN48(03� O O R Q Q W Main St. E.S -T B Existing g Ground Sta. 5 061 Lt. 0 259.00 F - . O. -- r I - r 258.75 -- 258.50 1 -- - - t - fi-- - 7- 258.25 258.00 25775 -- � V� -- 25750 257.00 - - � } - --- - -- 257.25 ,g '!O 256.50 O .00 2.00 4.00 6. 00 8. 00 10. 00 12.00 14.00 o AIN ST. _ In f'R-4" I I I I y I 1520mn? C M P, SOIL EROSION CONTROL SUMI1i1ARY.- 1.) Contractor shall install a// erosion ?/W on control methods as shown. III Perimeter Protection (Si/t fence) Shall be instoiied prior to ce rrlF:ncing y \ 0 III Main St. /and disturbing activities within b'.mits shown for this type of prate::tion. Q�� O EP. Existing Ground Sta. 5 -075 Rt. Drop Inlet Protection to be installed irn.mediotely after structure T O.a T. O.B. 258.5 Installation requiring this type of protection. 5 258.25 258.00 2.) Contractor shall control soil accumulation on all streets surrounding 25775 project by installing stone surface at all locations where construction S EON 25750 traffic leaves the site. Dust shall be kept to a minimum as described P O. T. STA. 5f-000. 000 'PR-4 = 25725 in section 107. 08(b). 5 P. O. T 5T.A. 13f846. 485 ",4 " (Metric)= 25700 256.75 3.) Maintain all filters and traps during construction to prevent any blockages P. O. T. STA. 454f28. 1 "A " (English) 256.50 from accumulated sediment. Additional seeding and straw bales may be 5 Project No. 222 Sec.B 256.25 required during construction as specified by the Engineer or Soil Conservation Service. .00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 Sery x-507 TEMPORARY EROSION CONTROL PHASING. SEEDING/SODDING SPECIFiCA TONS. 1.) Install perimeter protection, sediment traps and inlet protection at existing 1. ) Shall be in Accordance with Section 621 of the Current Structures on west/northwest side prior to land disturbing activities for phase 1. <� ��; �// Indiana Department of Transportation Standard Specifications. 2.) Install inlet protection, sediment traps and check dams on west/northwest side _ �G Upon installation of new structures or construction of new ditch for phase 1. �� -___ s x� RECOMMENDED EROSION CONTROL MEASURES.- __ 3.) Control soil accumulation on all surrounding streets, drives and �s -mil 9 1.) Shall be in Accordance with Section 205 of the Current Construction access points using stone surface for phase 1 &2. --� -� �� Indiana Department of Transportation & Typical Standard Sheets, 4.) Repeat above steps as app licab le for phase 3 on east/northeast side s i i ii 2.) Topsoil Salvage and Uti/izotion. Removal of Topsoil from o// areas And for phase 4, 5 & 6 at intersections. I I 1 f� s o to be Excavated or Filled. Topsoil should be stored at a location where it will not interfere with construction operations. The use of 5. Temporary seed al/ disturbed areas immediate/ at the end of a Perimeter Erosion Control Method shall be required and as directed P J� left Q Line PR- by the project Engineer. Any excess excavation sha/l be disposed of z each construction phase and any areas le r idle for more than 15 days. - I� a� F outside of the R/W as directed in section 203. 10 & 202 6.) Install permanent erosion contra/ features, seeding, sodding, rpr(rn immediate,/y I �� Upon completion of final grading. - J.) Surface Roughening. All Slopes which ore graded & not immediate/y stabilized with other erosion control measures shall be roughened as described in section 20309 until permanent Erosion Control Measures are placed. 4.) Tree Conservation/Protection. As per Section 201. 02 the Contractor 5 s shall, at the direction of the Engineer, endeavor to save and protect ° any vegetation which does not impair construction of improvements CS designed. Q � s o / �� 5.) Maintenance Schedu/e.' Maintenance of all erosion contra/ practices \ o> should be done as needed on a weekly basis and after a// large LEGEND / a storms. A construction supervisor should be assigned the task of seeing that al/ practices ore maintained according to the design DITCH INLET PROTECTION EON.- \ criteria. and as described in section 205.08. P. O. T. Sta. 5-7L 000. 000 'PR-5" _ ;? SILT FENCE (PERIMETER PROTECTION) P. 0. T. Sta. 74*456. 671 'A " ,��0 \ \, 6.) Dewdtering.• Fi%tration of discharge to storm sewers or waterways X from dewatering operations steal/ be required by instal lotion of filter bags -�- CHECK DAMS, REVETMENT RIB='RAP �� \� or other approved methods. DITCH SEDIMENT TRAP \' ��396 -�`- -� DITCH DIVERS/ON Ml ��►iuiii�i�� HORI`LONTAL SCALE FII� L.J.:••!s RE( Oy _N,1 NDE1) INDIANA 1:500 :�� t� ° ' &S, FOR AI'YI�C)ti�:1I --- -- - - - V'ER'TICAL SCALE DESIGNATION ENGINEER DATE 1 :500 9980500 �- G ° ��:�' - DEPARTMENT OF TRANSPORTATION N0. N __ - -D E_I E _ - - -- _ _ _ o - = 4 PE60910078 -- ---- Butler Fairman Se- - Ir -- CT 1T{l 1T� BOOK SHEET • �� I_J lTRVE BOOK �i++�E + STATE OF �� Dh�I�rNID� llJI DRA�tiN: BIH l OLD MERIDIAN STREET �r J 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G �� - - --- -- _- �99 69 OF 1 19 0 �� •.!NDIANP.. '��,. - -- -- ----- --- - TEMPORARY EROSION z INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 r 317 713-4615 219 769-2333 ��j �� hTRACT PROJEC T FAX 317 713-4616 FAX 219 769-2377 ��/��D�NA� C IIEC b,ED: - - ��_ _ �C IIEC KED: - -- -DJ1 0NTR 0 P�AN R-27940 STP-I-50( 001 ),IN48(032) MONUMENT TABLE MAILBOX ASSEMBLIES LOCATION TYPE Li w Lime ';4 " 12*297 905 B J C LOCATION 7. z o w 1 f 45273 — cf) o 12f 650.000 B 12f845. 778 Sec. Cor. 12f776 2 " X X 13f 155.265 B i 3- 500.000 C 13f247 'A " X X 13f 84 6. 485 �' 13f 341 ';4 " X X 14-1- 150. 000 C 14 f 456. 671 G 13f 428 '4 " X X 14T503. 699 B 13- 530 '4 " X X Lime '%DR-4 " 4f916.020 B 13f629 ';4 " X X 5f 094.000 5 13f 746 'A " X X 13f 770 '4 " X X 0 m 0 Q 0 I i r. 0 a -- IIORILON"I'AL SC'ALF; FILE o J. / �, ICE( 01 MENDED NONE 3713 c G L..........s INDIANA ��... q > > --- �.. FOR AI I RO�-AI � Q3-11-Q� L SC1LE DESIGNATION ^"= a�-, No. ��n'__ _r;E�I�r_ _I DEPARTMENT OF TRANSPORTATION `-ERTIC a _ _ ENG NEER DATE NONE 9980000 Butler Fairman Seufert = PE60910078 ' SHEET �DESIC' ED; DRAB _ (1)I--- SL R` E1 BOOK G O N S U L I I N O t N O 1 N t t H S i r T �] �] , .--. . 1, 1 1 �� `•. STATE OF :�� cv� �� _ DRAWN: MISCELLANEOUS TAB X90 7o of 119 Q 8450 WESTFIELD BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G % �FIS' ��`` — - - y CONTRACT 7 INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 N ...... • \ I RAC' T I ROJECT 317 713-4615 219 769-2333 FAX 317 713-4616 FAX 219 769-2377 �'"/ , Z NAL �,.��' ijC IIE( KLD. Ijj C HEC ICED. DJI OLD MERIDIAN S �i _ P-27940 STP-IN50(001 ),IN4 03?) SUMMARY OF QUANTITIES AND APPROACH TABLE SURFACE HMA FOR APPROACHES HMA FOR PAVEMENT HMA FOR TEMP. PAVEMENT ASPHALT m o BEYOND R/W LINE E WIDENING/PATCHING w MATERIAL z ow w o w w w w U, �n o Q0 E o E E J FOR COMPACTED COMPACTED w w DESCRIPTION = w w un z Q o Q Q Q w m Q o cn o w E cn w w w E Q COMMON ° w Q o w w I ,� ,� m Q m o E m o w Q Q Q AGGREGATE AGGREGATE z > m m U U m m E LOCATION (APPROACH = �- = m z o m N > w w w w w Q o w cn ° o w w GRADE EXCAVATION - w m ww J w Q w Q Q =- o w w w v� cv �n Q FOR BASE FOR Q Q m ° z_ U ° _ � > -D > w Jm z o' zwo (STATION) TYPE OR o w v J �`' Q w m o I- w �- o �- m 0 Q 0 ° o w w w a- �n `�' Q co, o Q CLASS J z Q ~ w Q �' z u� _ �w cn � cn I- > >- w w m _ w w o ° N0. 53 SURFACE w cn ° U w ° F- REMARKS <c cn f- a� J a J U w Q (� = U J - un U a U U Q U U Q I- u� Q E Q Q w LLJ~ m �v z Q o � 0 - o m o z ° m z m E w w f- N0. 7 3 Ew Ef- w cn o w ° U `r' z - m z o cn cn U Em Ez m z � w U U k PER m2 k PER m2 k PER m2 m Q �} Z w > w m > DEPTH DEPTH o <y 1 2 CUT FILL 90 150 180 480 90 150 240 165 180 90 150 600 N N ov °O v z v U a_ o 150 200 150 200 L INE ';4 " m m m m m m m % M3 m 3 m 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 m m m m m m m m m m m m m m m Mg Mg m2 m2 m2 m2 m2 m2 m2 m2 MA/NL/NF 14,839 9,266 40910 40335 40335 47492 41147 33.291 12-f-513.5 Rt. Mod. C/. III 16. 4 71 6,6 21 139.0 139.0 Modified Width & Radius 124-561. 0 Rt. Mod. C/. IZZ 9.8 6. 1 6,6 15 82.8 82.8 Modified Radius 124-650. 0 L t. Mod C/. 6. 1 15.6 1 6,6 10.3 ✓ 4.5 13.5 70.0 70.0 0. 019 62. 4 70.0 62. 4 Modified Rodius 124-650. 0 Rt. Mod. Cl � 9.3 10.2 9,9 4.8 � 3.5 16 1 46.6 46.6 0.013 95.8 46.6 95.8 Modified Radius 124-748.0 Rt. Mod. Cl. III 8 2 13. 4 4.6, 4. 8. / 4.5 12 77.9 77.9 0.021 57. 7 77.9 57. 7 Modified Radius 124-762. 0 L t. C/. I 3.3 11.8 6 3 6.5 � 0.5 3 21.5 38. I 134-006.0 L t. Mod Cl. 12.9 9. 1 7, 1 3.8 ✓ 30 147.0 147.0 _ 0.040 147.0 Modified Radius 13�-007. 0 Rt. Mod. C/. III 79 9.9 7, 7 4.6 � 3 3 105.5 105.5 0. 029 105.5 Modified Width & Radius 134-131.0 L t. Mod. C/. ZZI 14.2 11. 1 8,8 57 53 195.8 195.8 0.053 195.8 Modified Width & Radius 134-133.0 Rt. Mod. Cl -ZZI 19.5 127 12, 12 73 � 49 211.5 211.5 0.058 211.5 Modified Width & Radius 134-239. 0 L t. Mod. Cl 1II 6.4 5.3 6,6 8.5 56.6 56.6 Modif ed Rodius 134-249. 0 Rt. 4. 0 5.3 6,3 2 5 38. 1 134-323. 0 L t. C/. I 4.3 5.3 6,3 3 35. 4 13*345.5 L t. CC/. I J. 6.5 6,3 1.2 1 0.5 38.3 134-358.5 Rt. C/. 1 30 53 6,3 35 30.8 134-414.0 Rt. C/. I 58 6.0 6 3 0. 7 1.5 4.8 46.0 134-421. 0 L t. C/. 1 3.5 6.5 6,3 1.2 _ ✓ 1.5 0.5 4.2 4.2 1 0.001 4.2 35.0 134-498.5 L t. Mod: C/. III 6.4 51 6,6 9 570 570 Modified Radius 134-534. 0 L t. C/. I 29 6.0 6,3 07 1.5 2. 0 20 1 1 0.001 2.0 30.0 134-606. 0 L t. C/. 1 4.4 5.J- 6,3 - _ 3 40.2 134-615.0 Rt. Moo: C! 6. 7 68 6,6 3.5 5 1.5 23.5 23.5 _ 0.006 58. 4 23.5 58.4 Modified Rodius 134-635.5 L t. Mod. C/. 1 24 11. 1 6,3 58 7 1,39 28.0 Modified Width 134-723.6 Rt. Mod. C! III 8.9 - 6.g, 1.6 1,3 38.0 38. 0 Modif ed Radius 134-738. 0 L t. Mod. C: III 5.9 124 6,6 6. 4 15 47 s 59. 0 371 59.0 Modified Radius m I4-760.9 Rt, Mod. C/. III 9. 0 - 4.9,3 14 - 59.2 59.2 Modified Radius 134-763. 0 L t. C/. I 3.3 12.-) 6,3 56 15 27 19.5 18.5 0.005 18.5 37.9 134-923. 0 L t. Mod. Cl. III 6. 0 10.3 1,6 2.9 ✓ 15 34 179 179 0. 005 58. 1 179 58. 1 Modif ed Radius 134-926. 0 Rt. Mod. C/. III 10.2 74 6,6 9 112. 1 112. 1 Modified Radius 134-932.0 L t. Mod. C/. III 6. 1 10.3 6, 1 3. 1 15 34 20.9 20.9 0.006 56. 1 20.8 56. 1 Modified Radius Q 134-997.0 L t. Mod. Cl III 4.6 6. 7 6,6 1.4 15 14 6.6 6.6 1 473 64 473 Modified Radius 0 ° 144-012.0 Rt. C/. III 9.8 5-3 66.8 66.8 ° 144-056.0 Rt. C/. IZI 9.9 53 6,3 13 1 673 673 14*119.0 L t. C/. III 5.2 74 6,3 2. 1 15 16 11.0 11.0 0.003 45.3 10.9 45.3 SUB TO TA L -` 15,298 9,316 9599 9589 40910 40335 40335 47492 41147 33.551 12189 9585 773 1616.7 ° a a '' HORIZONTAL SCALE FILE •� RECORIMENDE'D Q) .`� � .1 .. ��. > > NONE 37-13 ,� ��......�...sq ,, INDIANA � �.. I oI� AI xo� A _ -- - _ -- DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION P Fo-9 03 I1 0� _ DESIGN ENGINEER DATE NONE 9980500 ---- __ Q _� .PE60910078 �, - - - _ �O'•. STATE OF -- ( �` DESI , EI): ME - �DR A`ti� • - --BEH SURVEY BOOK SHEET NDIANP'.••' M '•........ - - - -- ,9 0 r l o�' 119 - - -_- - _ - APPROACH TABLE CONTRACT PRO�IECT NAL ��` C'HECKEI): Bhll CHECKED: BKiNi - ---- -------- -- -- -- - - - - R-279-10 STP-IN50(001 ),IN48(032) SUMMARY OF QUANTITIES AND APPROACH TABLE HMA FOR APPROACHES HMA FOR PAVEMENT HMA FOR TEMP. PAVEMENT ASPHALT O E-- SURFACE WIDENING/PATCHING iw MATERIAL iz w w w ° BEYOND R/W LINE E - E d E E �t E w E z FOR COMPACTED COMPACTED � H wm w iw w w a Q Q w Q o ' o �; `O o ° ° �o of m o m Q m o w z �- �- AGGREGATE AGGREGATE z Q m m m E DESCRIPTION to z w d Q o U w w � 0 r� ' '`' Q ° E �c� cn Q N Q ~ FOR BASE FOR Q m z o z o w w Q COMMON O > w w w , , w Q ° w u� iw Q - o w w w E w N Q � O O O Q m O O w O ,n REMARKS LL-m z_ ° GRADE EXCAVATION N - m a_ m w -� 0- Q Q v Q o Q Q m m Ln ° m U w U w U O N0. 53 SURFACE w LOCATION (APPROACH = o w m w m w m m o w O w >-- m _ c� TYPE OR ° z Q w J i-- w Q w m o ,- � f- F- � O f- Q � un O � cn F- w rn �- cn � w w o w (STATION) Q u� �- u-, = �w � w o Q � w v Q cn i � � cn Q E Q >- Q >- w NO. 73 Ew E � w � �-- m z Q Q m w z 0 � 0 0 m 0 z C� m z m � E w � w � - U EU Eww Om www CLASS) Q m = v w Q z _ = o cn v� m Q w � > > w z U u' - 2 2 �n n ~ DEPTH DEPTH � zo 00 w Q � w Q m O m 00 k PER m 2 k PER m k PER m ° u 480 90 150 240 165 180 90 150 600 N 150 200 150 200 �" O O m z O O ° ° Q 1 2 CUT FILL 90 150 180 2 2 . 2 2 2 2 2 2 m m m m m m m % % m3 m3 m m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 Mg Mg m m m m m m m m L INf- A CON T. 0.065 90.9 237.5 90.9 Modified Radius 14f211-5 L t. Mod Cl. I1I 64 31.6 9,9 262 83 2375 237.5 129 7 129. 7 Modified Radius 14*217.5 Rt. Mod. Cl. IZZ 10. 0 8. 4 9"9 17 3.5 576 576 Modified Radius 14*292, 0 L t. Mod. C/. III 6.6 5-3 6,6 14 143.3 143.3 Modified Radius 14f351.5 Rt. Mod. C/. ZrII 11.0 8.9 9,9 45 109.5 109.5 Modified Radius 14 -356.5 L t. Mod. C/. -ZZ 8.3 9. 1 9,6 22 Hospital Entrance 14*456.671 L t. Mod. C/. III 9.0 30 E50 1g 107 117 LINE PR-2 2,317 733 3835 3403 3403 4162 3606 2.950 _ 66. 7 21.6 66. 7 Modified Radius 4f972. 0 Rt. Mod. Cl. III 7.6 84 9, 1 3. 57 L1NE PR-3 726 85 1935 1935 1935 2288 2023 1.603 91 6 91.6 Modified Radius 5f 087.0 Rt. Mod C/. S.0 ?2 7.6, 7. 15 0.013 46. 7 Modified Radius 5f 087.0 L t. Mod C/. III 78 4.0 6,6 8 46. 7 46. 7 L/NE PR-4 247 409 1303 1303 1303 1716 1390 1.087 16.3 16.3 4*932.0 Rt. Mod. Cl. III 3.2 2.6 3,3 0. 010 26.4 35.5 26.4 Modified Width 4*,9J2.0 L t. Mod. Cl. I 7. 1 7 3 6,3 5. 0 8 35.5 35 5 0.011 25.2 40.6 25.2 4+,946.0 L t. Cl. IIII 7.8 72 6,3 5.2 � 4. 0 5 40.6 40.6 0.005 38.0 17.3 38.0 Modified Radius 5f 085.5 L t. Mod. C/. IZI 3.6 7. 1 6,6 3.6 2.5 0.5 17.3 17.3 LINE- PR-5 268 293 1205 1205 1205 1618 1300 1.009 6. 753 750.3 4225 21.6 7952 _ __ 3.9401 1646 377.6 7.376 8278 7846 7846 9784 839 1 SUBTOTAL THIS SH T z 3 15,299 9,316 958.9 959-9 40910 40335 40 335 47492 41147 3.551 1218.9 958 5 77 3 1616.7 m SUBTOTAL PREY. SH T. T --� 19,2J9 10,962 1336.5 1.336.5 49188 48181 48181 57276 49466 40.304 1969.2 1.381 989 2,411.9 �.. h Q Q Q �1 a - - _ - HORIZONTAL SCALE FILE J. is''%,,, RECONUNIENDE1� INDIANA o�� 1 ..arEAFa , FOR A P P R 0 Al _ - O3-�I-O� DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION a Q- NONE 9980500 N0. (P -- DESIGN ENGINEER DATE PE60910078 r SURVEY BOOK SHEET �- 11�E I3EH z _-0 : �_ ATE OF �` DESIGNED:- - _- =_ DRAtivN:- - - -- APPROACH TABLE 290 �� of i i CONTRACT PROJECT ��''�i,St�NA1. ��`�� CI-1ECKE1):_- -_ hM- -_- CHECKED: _ E1��7 R-27940 STP-IN50(001 ),IN 8( 03?) G: E-' SHEET ,SIGN & POST SUMMARY ,SIGN POST SQUARE MILE POST MARKER TABLE ENCAPSUL4 TED LENS ENCLOSED LENS SIGN METAL THICKNESS METAL THICKNESS U CHANNEL PLAN SIGN SIZE M.P. SIGN SHEET NO. LOCATION SIGN AND AND 50.8 x 50.8 x 1.90 57.2 x 57 2 2 x 66 CODE SIGN AREA (m 2 SIGN AREA (m 2) _ NO. LOCATION CODE SIZE POST LENGTH REMARKS / LINE STA. WID7H X POST LENGTH (m) POST LENGTH REINFORCED �- U!VREINFORCED REINFORCED UNREINFORCED (m) HEIGHT (mm) 2.03 2.54 3.18 2.03 2.54 3.18 1 2 TYPE 'A " TYPE V POST LENGTH (m) POST LENGTH (m) POST LENGTH (m) POST LENGTH (m� L/NE �%) 1 2 TOTAL 1 2 TOTAL 1 TOTAL 1 TOTAL 12f275 Rt. 1v2-6 750x750 0.563 14113- 1 450,x'450 0.203 ' M UNT BEL 0 W W2-e ON SAME POST 12f317 Rt. W3-2a 750x750 0.563 2. 9 -- 12f360 Rt. R1-2 900x9001Y900 _ 0. 810 3. 0 12f 425 L t. R I-2 900x900X900 0. 8/L 3. 0 12f 426 L t. D3-2 1650x200 0. 330 _ 2. 4 - - 2f 433.5 L A D3-/ 1650x200 0. 330 _ 2. 4 - -- 12f 445 1 5. 7m L t. R6- I(IF) 900x300 0.270 2. 3 12f 477. 9 12.3m L t R6-1 R 900.\-300 0.270 t 2. 3 2f492.5 R . D3-1 1650x200 0. 330 - - -- -- -----_--- ---- -� -- - - 2. 4 12f 493 Rt. W11 A-2 750x750 0. 563 ------- _---- - ---- - -- - -- -- - ------- --- - 2_9 - - 12f 493 L t. R 1-2 900x900x900 0. 8 i 0 - --- - -------- - - - - J. 0 - 12f 495 L t D3-2 1650,,200 0. 330 - - - - - - - - - ---- ---_ - ---- 2. 4 12f 495 L t. R 1-2 900x900x900 3 --- 72f5_05 L t. -_ W11A-2 750x750 0. 563 - 2. 9 12f 58.3 L t. W 3-2a 750x 750 0.563 12f 620 Rt. R2-1 600x750 0. 450 -- - 2. 9 --- - - _ 12f 660 L t. W2-6 750,/750 0.563 - - _ -- ---- --- ----------- - --- - ------ ----- _ -_ W13-1 _ 450.x450 0.203 - _ _ M UNT_B_EL OW W2-6 ON SAME POST --- --- _ _ _ _ 12f L 726 %'. P,2-i 600x750 0. 450 2. 9_ - -- 12f829. 7 L t. OD3-2 2550x375_ 0_956 _ _ _ _ _ _ _ _ _ M_OU "T ON SIGNAL A M USING SIGN BRACKETS R 10-4B 225x300 0. 068 _ YOU T ON S/ NAL P0 5'T USING S/GN BRACKETS R 10-45 225x300 0. 068 _ _ __ _ MOUNT ON Sl NAL _PO T USING SIGN BRACKETS 12f830.5 Rt 003- I 2850x375 1. 069 _ _ _ _ MOUNT ON SIGNAL A M USING SIGN BRACKETS RIO-49 9 225x300 0. 068 _ _ MOUNT ON S/ NAL PO T USING SIGN BRACKETS RIO-45 225x300 0. 068 MOUNT ON Sl NAL PO T USING SIGN BRACKETS 12*960.8 Rt OD3-2 2550x375 _ 0. 956 _ _ MOUNT ON SIGNAL A M_ USING SIGN BRACKETS R10-45 225x.300- _-0. 068 _ _ YOU _T ON S/ NAL POST USIN SIGN BRACKETS _ z RIO-45 225x`300 0. 068 MOUNT ON S/ NAL F0 5'T USING SIGN BRACKETS m 12f862.5 L t 0D3- 1 2850x375 1. 0 '9 _ _ _ MOU _T ON SIGNAL GNAL_ A M USING SIGN BRACKETS RIO-45 225x300 0. 068 _ _ __M0_U T O_N__Sl NAL POST USING SIGN BRACKETS RIO-45 225x300 0. 068 - YOU NT ON S/ NAL PO T USING SIGN BRACKETS 12-1-975 Rt, R2-7 600x750 0. 450_ ---__ -- --- - - - - - - - - -- -- 2. 9 I3f 146 L t - WI 1A-2 750x750 0. 563 0 563 ----- -- -- - _-- --- - - - 2_9 13f 148 Rt. W1 1A-2 750x750 0.563 _ 2_9 0 13f 665 Rt. W2-6 750x750 0563 _ 2. 9 Q W13- 1 450x450 0.203 _ -- - 0 13f 688 L t. __ R2_? 600x750 0 450 -- _- - - -- 2_9 I3f 740 Rt. - W3-2a-- 750x750 0 563 ------ --- - - - - --- - - --- -- - --- 2. 9 - o 13f 796 Rt. 141,11A-2 750x750 0.563 --- - --- - ---- - - _ 2. 9 - /J-/--9/0 L t. W11A-2 750x750 0. 563 2_9 13-1-814 L t. - 03_1 1650x20 0. 330 2. 4 13f814 Lt. R1-2 900x900x900 0. 8'0 -- ---- - ----- ---- _ _ 3. 0 /34-815 L t R 1-2 _ 900x900x900 0. 810 3. 0 _ 13f 815 RE RI-2 900x900x900 0. 370 3. 0 HORIZO1NTAL SCALE FILE Q .�` J /S '% RE( U1IMH�� DF,D � ,.�� GsTER�a.�'' 03-�-0� INDIANA ti��NE :17 �3 0 I OR -�I I ItiO��_� �" No. :� DEPARTMENT OF TRANSPORTATION EhIICAL SC=1LE DEtiICr�ATIO � llE..](�� ENGINEER ll.�Tl: r-H o _ NONE 9980500 ;PE60910078 ; � _ - ;�I SL_RVEY BOOh SKEET D.JI i Q �� •:. STATE OF � �� DI�SI�r'� I' D' ��1 �.t iNDIANP -- DRAWN:A�' -- - °2C�(� 73 OF 119 ---- ----- ---- SHEET SIGN & POST SUMMARY .,FssZ .......... � CON PROJECT �.,, ZONAL (.HLCI\ED: ►�L C'HEC'KED: DJI L - ----- - ---- �n�niim��`� t-- - -- - J- -- - - - -- - _ R-2 i 940 STY-I 70(00 1 ),IN X8(03'') w --- - - x W .a, r SHEET SIGN & POST StWHARY POST SIGN MILE POST MARKER TABLE SQUARE ENCAPSULATED LENS ENCLOSED LENS U CHANNEL IGN SIGN METAL THICKNESSS METAL THICKNESS M.P.M P 50.8 x 50.8 x 1.90 57 2 x 57.2 x 2.66 NO. LOCATION CODE SIZE POST LENGTH REMARKS PLAN SIGN I SIGN I SIZE A.-,Vd AND (m� SHEET NO. LOCATION , CODE SIGN AREA (m 2� SIGHT AREA (m 2 - LINE STA. WIDTH X POST LENGTH (m� POST LENGTH REINFORCED UNREINFORCED REINFORCED POST LENGTH HEIGHT - POST LENGTH (m� POST LENGTH (m� POST LENGTH (m� POST LENGTH (m� 1 2 TYPE 'A " TYPE 'B' (mm) 2.03 2.54 3.18 2.03 2.54 3.18 1 2 TOTAL 1 2 TOTAL 1 TOTAL 1 TOTAL LINE "A 134-819 L t. R 1-2 ----- --- -- 134-832. 0 8.3m Rt R6- 1(R> -- 900x300 0.2 70 -- _-_ --- - - -- ----- - - -- - -- 13f 861.0 8.2m L t R6- 1(R,� 900x300 0 270 2. 3 134-874 Rt. R1-2 900x900x900 0. 810 - -- I34-880 L t. RI-2 900X900r900 0. 810 134-884 Rt. R1-2 900x900x900 0. 810 - - --- - ----- - - -- -- 0.870 --- - t - -- - -- ------ -- 30 ---- I3f 887 L t. RI-2 900x900x900 I3f888 Rt. D3-1 1650x200 0. 330 - --- - -- - - ---- _ 134-890 L t W1 IA-2 75Ox 750 0. 563 _ -- --- - -- -- 2. 9 l if 955 L t W3-2a 75Ox 750 0. 563 _--- --- - -- --- ----- --- ---- --- - - 2. 9 _ 1.34-995 Rt. R2-1 600x750 0. 450 ------ --- - - - - --- --- -- -- ----- - - - - _ 2-9 ---- 14 f 030 L t. _VV2-6 75Ox 7_50 0. 563 ------- ------ - ---- - - _ 2. 6 W13- 1 450x450 0.203 ---- -- -- - - - -- - - _ 2. 9 144-273 Rt. 1412-6 75Ox 750 --0. 563 _ - 2- N SWOAME POST _ _ Wi 3-1 450x450 0.203 _ -- ------ ----- ---- ---- ------ 144-330 Lt, 1?2-1 600x750 0. 450 144-338 Rt. W3-2a 750x750 0. 563 -- --- -- - -- -- -- -- --- -- --- ------- -------- ----- ------- 144-411 R_t. W11A-2750x7.50 0. 565 --- - --- - -- ---- -- - - --- -- 2. 9 14-1-420 L t W11 A-2 - 750x750 0. 563 -- - - - - - -- -- - --- ------- ----- - -- 2. 4 144-421 L t. D3- 1 1650x200 0. 330 _ _--- - _ _ _ --- --- _ -_-- ---- - -- -- - � � a x90 0 810 _ --- ---- - --- ---- - --- -- 3. 0 14-1-42-7, Rt. R 1 2 900 r.,00 -_ - _ J. 144-425 Rt. ,R1-2 900.k-900x90 0. 810 14 f 440.6 4. 6rn Rt. R6- 1(R) 900x,X00 0.270 _ _ - - ---- 14f443. 7 31.8m L t R1-2 900X900x90 0.810 _ ---- - - --- 2 3 144-451. 7 15.9m Lt. R6- 1 t R1 900x300 0.270 - -- - -- 744-471.8 7 Om L 900x300 - 0.270 - -- ---- ----- --- - -- --- - J. 0 144-488 L t. R1-2 900x900x90 0.810 _. ___-_- _ --- - - - --- _ 24 _ 14f 490 Rt. D3- 1 1650x200 0.330 - - -- - - - -- --- --- - -- - -- 3. 0 __ 14 f 492 L t. R I-2 90OX90OX90 _ 0.810 - ------- --- -- -- --- - _ _ _ _ 2. 9 144-500 1?4-7 600x750 0.450 -- 14f567 Lt. W3-2a 750x750 0. 563 -- -- - --- --- - - - -- --- - - 14-1-642 L t W2-6 750x750 _ 0. 563 ------ --- - - - - -- MCUNF BEL W W2-5 ON SAME POST W13-1 450x450 0.203 - -- - --- -- - - 2. 9 124-415 Rt. W1IA-2 750x750 0. 563 _ _ - -- --- - - - 2. 9 124-419 L t. R4-7 600x750 0. 450 - - --- 14f 425 Rt - RI-2 900,y900X90 D.810 - -_ - -- - -- - --- ---- _ - 30 144-429 Rt. RI-2 900x900x90 0. S10 I_ - ------ - -- - - - - -- - --- --- - - - 12f 431 L t _ W11 A-2 750x 750 0. 563 __ _ -- - --- - -- 124-435 L t. D3-1 1650x200 0.330 - - -- - 2. 4 _ ';OR-2" 44-830 Rt. W2-6 750x.?50 0.563 ----- -- ---- -- ---------- ---- --------- - -__ _- ---- - - MOU T ON SI NAL PO T USIN SIGN BRA CK _ W13- 1 450x450 0.203 ----- -- - - 44-903 R6-1(R� 900x300 0.270 - ---- - -- - - - - ------- ------- 44-905 Rt. W'3-2c 750x750 0. 563 -- -_ ----- ----- - --- - _ 2. 9 44-950 Rt. U✓11 A-2 750x750 0. 563 -- - ------- -------- --- ----- ---- _---- - - - - -_--- - H 0 RI l 0 N'I'AL SCALE FILE RECOMMENDED - o�I REC OMME DED INDIANA FOR A� TR O A VERTICAL SCALE DESIGNATION NONDEPARTMENT OF TRANSPORTATION 99ao5oo DATE No. DESIGN ENGINEER M r�^ - -v PE60910078 �_ - - - SURVEY BOOK SHEET �� STATE OF DESIGNED: D<II DR �j� � '�S�I ��n � � OF 1 19 - - v _ TR 0 001 I 7 - -- - SHEET SIGN & POST SUMMARY CONTRACT PROJECT f - DJI R r 9 �0 STP-Ii ( ), N I8(03'? -- -- ''' '��iinn►��`�\` CHECKEll: -I3Z - -- CHUCKED:- d w SI- TET SIGN & POST SUMMARY SIGN POST MILE POST M4RAER TABLE SQUARE ENCAPSULATED LENS ENCLOSED LENS U CHANNEL SIGN METAL THICKNESS METAL THICKNESS PLAN SIGN SIZE AND AND 50.8 x 50.8 x 1.90 57.2 x 57.2 x 2.66 M.P. SHEET NO. LOCATION SIGN NO. LOCATION CODE SIZE POST LENGTH REMARKS / LINE STA. CODE WIDTH X SIGN AREA (m 2) SIGN AREA (m 2 POST LENGTH POST LENGTH REINFORCED UNREINFORCED REINFORCED UNREINFORCED (m) HEIGHT POST LENGTH (m� POST LE VGTH (m� POST LENGTH (m� POST LENGTH (m� 1 2 TYPE 'A " TYPE 'B' (mm) 2.03 2.54 3.18 a O3 2.54 3.18 2 TOTAL 1 2 TOTAL 1 TOTAL 1 TOTAL 4f 960 L t. Wi 1A-2 750x750 0. 563 -- _ _ 2_9 -- -- - - ---- - 4f 980 Rt. R1-2 900x900x90 0. 810 3. 0 - -- ----- -------- ----- - - 4f 983 Rt. R1-2 900V900x90 0. 810 _ _ _ _ _ __ _ __ - 4f998.9 R 4. 4m Rt. 6-1(R,) 900x300 0.2.70 �- _ _--- - _ - _ - - - __ -_ 2. 5 -t. -- 5f 031. 1 4.5m t R6-i(R) 900x300 0.270- 2. 5 L 5f 042 Rt. I RI-2 900x900x90 ---- U.'1 G - --- - ----- -- ----- - --- ------ -- -- - 3. 0 -54042 Rt. D3-2 1050x20 0.210 -- ------- ---- - - - ---- - --- -- 2. 4 5f 050 Rt. W11A--2 750x750 _ 0 563 - - -_ ----- - - - - 2. 9 _ 5f 050 L t. _ R1--2 __ 900x900x90 0.81/i - - - -- - - - - - -- - 3. 0 5f 060 L t. W1 1A-2 1 750x750 0. 563 - _---- -- - _ --- 2. 9 5f 125 L t. W3-2a 750x750 0. 563 - -- --- - - - - 3. 0 5f 095 Rt. R 1-2 900,x900x 90 0 810 5f 103 R6-1(R) T 900x300 0.270 _ _ -- 2 5 2. 9 -- 5f 110 L t. R4-7 600x750 0. 450 _ - -__ - --- - -- - 5f200 L t. W2-6 750x750 0. 563 - __-- _-- __-- -- 2. 9 -- W13- 1 450,x450 0.203 M NT- BEL W W2-5 ON SAME POST ';OR-4 " 4-k,520 Rt. W2-6 750x 750 0. 563 W13-1 450x450 0.203 M NT BEL W W2- ON SAME POST 4f900 Rt. W3-2a 750x750 0. 563 - _-- -- - _ - -- - -- - - -- 2. 9 4-1-9839 4, 4m Rt. R6-1(R) 900x300 2 f 4-71-955 Rt. W11 A-2 750x750 -- 0563 - -- ------- -- - - - -- - -- -- --- - -- -- --- --- 2. 9 -- --- - - 4f 963 R4-7 600x750 0. 450 4f964 L t. _W11A-2 750x7_50 fi0. 563 - _ -_- - _ ------- 2=9 4 f 967 L t. L9.3-3 1050x200 0.210 _- _ _ _ - 2. 4 - 5f 015.8 5.5m L t. R6- 1(R) 900x300 0.20 1 2. 3 --- - - --- 1 - - 5f035 Rt. W11A-2 750x750 0. 563 ! 2.24 5f 040 Rt. Di-3 1050x200 0.210 5f 037 R4-7 600x 750 0. 450 - -- -- -- - ---- -- - - -- - --- ---- 2-9 5f 045 L t. W1/A-2 750x750 0. 563 - --� - - --- -- 2. 9 ----- -------- -- - - m 54 105 L t. W3-2a 750x750 0. 563 -- - -- ---- - 5-f 180 L t. W2--6 750x,7 0 0 563 W13- 1 450x450 0.203 M NT BEL WW2- ON SAME POST Rt. 1412-6 750x750 0. 563 _ -- -- - - _-_- -__- - - -- _ -- 2. 9 9/19-1 450x450 0.203 - _ _ M N T BEL W W2- ON SAME POST o Rt. W3-2a 750x750 0. 563 - - _ - - - 2Q Q -- --- - - 2. 3 0 5f 016. 1 4.Om L t. R6-1(R) 900x300 0.270 -- 5 032 Rt. R1-2 900x900x90 0. 8i 0 _ __ _ _ 3. 0 f � 2. 4 0 5f 034 Rt. DJ-4 1200x200 0.240 _- ____ - -- - - -- - 5f 035 Rt. W1 1A-2 750x750 0. 563 - -_ _ _ - 2. 9 5f 035 L t. F7-2 900x900x90 0. 810 - -_ - _ _ 3. 0 -- -- 5f 045 L t. W1 1A-2 75Ox750_ 0. 563 _ -_ - __ 2. 9 2 9 5f 045 R4-7 600x750 0. 450 51110 Lt. W3-2a 750x;'50 0. 563 - _- - 3.3 54-185 L t. W2-6 750x750 _ 0. 563 - - W13-1 450x450 0.203 M NT BEL WW2- ON SAME POST - --- ----- - - - - -- - -- --- -------------- - -]=HORIZONTAL SCALE F I LE � ,,,. ��.j.�..�s '%,,,, RECO��L11E NDE'D INDIANA o�rE 37-�3 0 Q �.. �STEq .. FOR A� I KOL A Q3-ll-05 VERTICAL SCALE DESIGNATION a a� No. ° ��= vE ,GN ,tiG� FEk U�TF DEPARTMENT OF TRANSPORTATION NONE 9980500 o = PE60910078 _� - �--- - ---- --- -- - --7 SURVEY BOOK SHEET STATE OF .r CC/� �„ L�:_ I)JI - DRAIVN. � �I ��0 l'J OF 119 Q i�� /NDIANP ••'� �� I)f �I Cr��'� -- _ -- - SHEET SIGN & POST SUMMARY - CONTRACT PROJECT ��'�`.�,�S��NA��l �`�� CHh�CI1ED. Iiz CHECKED. _- I)JI - R-27940 STI IN5O( 001 ),IN X8(0 ?) x - - - -- TEMPORARY EROSION CONTROL TABLE TEMPORARY EROSION CONTROL TABLE ow z cn cn cn � w Q c� _ z Q z w wz m z �- z o_ w w < W S J O J � - rl O m W W U) cn Q U) Q O O ►- w w a � z W U QQ Q J - J - F- W W � - m FROM TO � � z � _ ° ° m ° �- ~ �- z �- z �- Q w J z J m - o m w w - z w v� cw> � z �- U z �- - U - U FROM TO U �- Qw Q Q oQ ° J - Li O w Q Q IL - J - O J in W Q W `� w W W z W W O J U Z W X m ~ U ~ f— Z U _z ~ W � W f— W = F— m I— J z omQ L J = < wF- > O UO mo REMARKS Unw ww ►- Lw [- w w = fw- m � STATION STATION LL m Q o � o U � z m cn LIJ w w m w z z o m zW Jw ° o � � ow STATION STATION w mm � > m O UQ U � > o = _� coo m0 REMARKS w Lw Q = z (n U � Uw UW W W � W U � z �- ° CD _ � = w J � ° � ~ W � � J 0 0 W (n I`-- Q = U � U w U W W W W W U W 3 3 w o c� m cn m m m m m m EA. m rr, EA. EA. m m m m 2 m m EA. m 3 m 3 EA. EA. L/NE ';4 " 14-�-467.5 144471 - 25 124279 4 _ 14+480 14-1-551.810 ✓ 71.81 12+300 12+350 50 144482 14-1-551.810 69.8 124369 4- 144482 144551.810 69.8 124475 124500 25 144500 1 124543 1 144507 4 124600 124640 40 144759 54088 'PR-4' 124 625 124 643 GU/L FORD 185 248 230 AROUND DITCH DIVERS/01V 12+660 124 709 15 124 660 124 757 ✓ 97 124689 ✓ 4 4+834 44915 ✓ 81 124 699 4 - 54 056 1 12+755 124 830 75 5+100 5-,1-140 40 124767 12+825 58 54100 5+140 ✓ 40 12+795 1 L lNE 'PR-4" 13+025 1 134 075 134115 40 44927.5 1 134110 44 937.5 1 � 1 134155 1 44 957 1 134225 134175 50 54 052 9 134250 134315 65 54 056 y 15+J52 134 400 48 54 061 9 134 421 134 608 187 54 070 9 134 492 54 075 1 13-1-528 1 L/NE 'PR-5" 134 540 ____ - 4 54 060 4 134557 134587 30 134 566 4 134 577 4 134 598 4 0 134 622 13+697 75 "- Q 134 900 - 4 0 I 1,3+,941 1 a 4 . 134 950 ✓ 4 144366 54100 P1'?-5 115 14 4 396 TO TA L 1570. 4 248 230 92.0 4 15.0 14-k415 ✓ 4 14+4J2 1 144 441 1 ----- -- --- Q ( \\\Ilnli/�ii - --- -- - - — - ------ - °� .�vvvvL J. /S�' ., xECOMME, J) v �� IIORIZONTAI SCALE FILE > > > INDIANA NONE �' �NrE �o.�'� _ - _,-_ _ - LL-05 VERTICAL SCALE R -� oIZ �> I I�c1� al- DEPARTMENT OF TRAN DESIGNATION 3 N 3 c �: ° :�' _ DESICa, I NGINEEx HATE SPORTATION Butler Fairman Seufert PE60910078 �_ --- - - - - - _ NONE 9980500 oNS „Na NO N �I-- I>-JI _ 1� OLD MERIDIAN STREET SURVEY Boob SHEEP �� STATE OF �` DIi SI(a\'ED. DRA��r ,r r^ h 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE. SUITE G 0 INDIANAPOLIS, IN. 46240 MERRI.:_LVILLE, IN. 46410 'i �^�DIANP . ---------------. __-_ _- _- 7 990 r6 OF 119 s --- TEMPORARY EROSION 317 713-4615 219 769-2333 i� . �� Z FAX 317 713-4616 FAX 219 769-2377 ''�is�ONAL \\\� ( T1ECIxED: [3I�VI - - CHECKED: DII CONTROL TABLE � CONTRACT PROJECT � - - - - 1 -- ----------- - --- --- - - - -- R-2 1940 STP-IN50(00 1 ), IN48(03'?) a UNDERDRAIN -TABLE UNDERDRAIN PIPE OUTLET PIPES OUTLET PROTECTORS z w � F- LOCATION TYPE 4 PIPE 0 w C Q_ O 0 w w Li- O w O O J ww I I L_ (n z d ° z m 0 J Q J O 1- z m U> O w ~ _ I- � � `.� � Q w ° ww u - w I Q w 0 z F- z - w Q w 00 w � 0 REMARKS cK_ Q J w w w o w I1J J w � Q � 0 w w ; � � w 0 w J w - � UNDERDRAIN E E +_ ° CD ° 0 ° �_ ° 1- F_ w z � wz w ° w Q0 0 o w wz oo ° CL. -I w L w w w w w - cn � O w ° f- J z � D 0 1- Li m w w w PIPE LIMITS E E w w w w w Z W - J w w o 00 w 0 0 ~O vo UQ w - w � f- O 0 w� U U Qo w Q Q ° ° C� � Q � ° J O ~ O - ~ w ww 1= w Q � z w J � - cn 0 Liz W z 0 � z � w w � � > O J J J F = Q � Z O D QD _ w O w z w w ° f- f- 0 Ow0 zw � w _ = ~ ~ w ~ O LINE `4 " R/GHT o w z f- -� I,I D Dw � _1w Oa J 3 � � E IN t 4s Noted (m) (m) (m 2) (m 3) (MG) © � (Y/N) ° F cn `'J (m) O 0 O w o w w o G_ cn 0 w (m ) (MG) o O o 124297.3 22.2 66.6 5.0 0.200 262.652 124 319.5 262.608 124 319.5 63.5 190.5 14.4 262.608 4 4 907.9 L t. 'PR-2" 260.941 /v 160 260. 185 124 358.5 675 202.5 15.3 262.318 124 425 L t. 261.407 10 260.896 124 467. 725 84. 7 254. 1 19. 1 261.501 124 550 260.656 N 14 260.383 124550 465 145.5 11.0 260656 124 600 260- 126 /v 18 259.662 124 600 33.5 100.5 76 260. 126 124 635 259.833 N 21 259.361 124 635 53.5 160.5 12. 1 259.833 124 690 259. 404 N 24 259. 034 124699 40.3 120.9 9. 1 259.334 124 740 1 259. 042 N 28 258.693 124 740 15.5 46.5 3.5 259. 042 124 757 259. 009 N 33 258632 124 757 26.5 79.5 6. 0 259. 009 N 33 258.632 124 785 259. 100 124 785 38.5 115.5 67 249. 100 1 N 34 258.686 124825 259.289 124 865 33.5 100.5 7 6 259.514 IV 41 259. 159 124 900 259. 760 124900 465 145.5 11.0 259. 760 N 44 259.411 124950 260 088 124950 38.5 1155 8. 7 260. 088 N 47 259.685 124 990 260.233 124 990 38 5 115.5 8 7 260.233 N 50 259 830 134 030 260.353 134 030 355 11,5.5 8. 7 260 353 N 58 259.950 13-f 070 260. 473 134 070 260.473 N 61 260. 070 134110 38.5 115.5 8. 7 260.593 IJ4-170 43 5 130.5 9.8 . 260.59J N 65 259. 054 134155 43.5 130.5 9.8 260. 728 1,3-1-155 260. 72H N 71 260. 085 134192 35.5 106.5 8.0 260.839 s m 134192 260.839 N 72 260.490 34.5 103.5 3.5 7.8 260.947 134228 40.5 121.5 9.2 260.947 N 75 260.598 134270 261.073 134270 261.073 /✓ 78 260. 724 134 310 38.5 115.5 8. 7 261. 193 134310 261. 193 /V 81 260.844 134 350 38.5 115.5 8. 7 261.313 Q 134350 261.31,3 N 84 260.964 - 134392 40.5 121.5 9.2 x''61.439 i 134392 470 141 10.6 261.439 N 87 261.090 134 439. 7 261.560 134 439. 7 69.6 208.8 15. 7 261.560 134510 261. 179 N 91 260.829 13f 510 43.5 130.5 9.8 261- 179 134 555 260-954 N 96 260504 134 555 435 130 5 9.8 260.854 134 600 260.529 N 100 260. 179 a SUB-TOTAL THIS SHEET 1205.3 3615.9 272.5 r� � IIORIZONI'AL SCALE FILE .�. �s ' //, RECOMINIENDED INDIANA NONE 31 1:3 `•�`� ��STEq�o-9��.; FOR APPRO� -�I ' 03-�L O� ION ��ERTICAL SCALE I)ESIGNaTION �-' - DEPARTMENT OF TRANSPORTATION 4 f _ - - - I _ Butler Fairman Seufert _ 0, �.(n = DES G1 ENGINEER DATE NONE 998000 -` - PE60910078 . _ CONSUL1INO c�o � � �t�s ,-v �_ SL�R�'EZ- BOOK SHEET STATE OF �� D: _-a�1IL_- L)RA�ti'N: BEH_-- - '90 (( OF 119 ,O ` �,; I)E5I(�:tih� - -- - UNDERDRAIN TABLE T z Q 8450 WESTFIELD BLVD., SUITE 300 09 WEST 84TH DRIVE, SUITE G �� , � � � INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 -x '•^/DIANP.•" CO C'� I RAC I PROJECT s ......... 317 713-4615 1.19 769-2333 / \ FAX 317 713-4616 FAX 219 769-2377 ///,,(�I�ONA�. ��AA i�C�HL' C KED: _ B�_ CHI��ER: B�I R-� 910 STP-1��50( 001 ),IN �B(03�ti) � / l) \\ i UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPES OUTLET PROTECTORS TYPE 4 PIPE w0 w w z o � w ` 'w o po �z(f) � n w �z - w t- LOCATION Q Q z ! 0 Q > w j 0-1 j Q w 0Z z m cn LU w UNDERDRAIN E E 0 0 D o `' Q w Li- PIPE LIMITS E E w ww 0 o,L, Li Li o n 0 Q w � � REMARKS - z c O 0 Q � E � O 0 E J Ld LLJ o � zU D O L0 Z Q Li LDD Q � _ cn w oLi Li hi zI- Dw oD o w w J� = Q � z~ U UQ � Q ° w o z z o Lc) 2 3 0 ° � � (Y/N) zoo � w U-� wo > > �� U � � :D Zpaww � w c~ _ � � a- o o L/NE 4 RIGHT CONTD (m) (m1 (m ) (m ) (MG) c� w "' r (rr�) 0 0 o a. o w (L U� c~n c~n w (rri 3) (MG) o o >- o 134-600 43 5 130.5 9.8 260.529 13f 645 260.203 N 103 259.854 13f 645 48.5 145.5 11.0 260.203 13-/-695 259.806 N 106 259.456 12*695 ,31.5 94.5 71 259.806 13f 728 259.272 /V 109 1259. 050 12-1-728 40.5 121.5 9.2 259.2 72 12f 770 258. 758 /V 112 258. 427 12-1-770 16 5 49 5 3 7 258. 758 13f 788 258.688 N 115 258-357 13f 788 30 6 91.8 6 9 258.688 N 115 258.357 13f 817.265, 17.820 258. 797 13-1-893 19.5 58.5 4. 4 258.388 N 118 258. 055 13-1-914 258.466 13f 914 29,5 88.5 6. 7 258. 466 N 121 258. 144 134-945 258. 702 73*945 33.5 100.5 7 6 258. 702 N 125 257.591 13f 980 256969 13f 980 43.5 130.5 9.8 258.969 /V 128 258.619 14-1-025 259.354 14-1-025 60.8 182. 4 13. 7 259.354 N 131 259. 004 14 f 086.5 259.831 14f 086.5 107.8 323. 4 24. 4 259.831 14f 195 258 374 /V 134 258.024 14*195 63.5 190.5 14. 4 258.374 14*260 -`-- 257022 /V 137 256.673 14f260 65.5 196.5 14.8 i 257 022 14-1-327 255. 498 N 140 255 095 14f 327 . 255.498 14�385 565 16 9.5 12.8 254. 175 N 143 253.844 14f,385 18.5 55.5 4.2 254. 175 14*405 25,3807 N 146 25,3476 14-1-405 16.3 48.9 ,3 7 253.807 - 14f 422.6 253682 A' 150 253.295 74f 422.6 6 9 20. 7 1.6 253.682 /✓ 150 253.295 14 f 433.965, 28.364 253. 756 14*476.680, 2,3019 27.2 81.6 6. 1 253 756 14*500 25,3477 /V 156 - m 0 Q 0 0 SUB-TOTAL THIS SHEET 7601 228G.3 171.9 Q) -- ��AA111111111I//,/ � .�`�`� �- S '''., R 'CID\IiNIEN1)ED J. / % NTAL SCALE FILE Q ,�\�� ..... . .... ,9 ..P�GISTER�Q"9 -•r FOR �PI'RO`'_1I �,_ _ INDIANA RlzoNONE 3 I3 a�-: No N - __ -__- _ ---- - ll- DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION DESI(� ENG INEEK _DATE _ NONE 9980500 o 'Butler Fairman Seufert _� :.PE60910078 �_ - Q C O N S U L I I N O t N73 I N t t 12 S 8450 WESTFIELD BLVD, SUITE 300 `�09 WEST 84TH DRIVE, SUITE G STATE OF �C/` - - -- - 11,IL --- BI,H r StIRN E� I300I1 N SHEET C p �, DESIGNED: DRAIN INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 ��i� �NDIANP.•' �� 8 �� I� FAX 713-4615 713- 219 769-2333 769- --, s , UNDERDRAIN TABLE l FAX 317 713-4616 FAX 219 769-2377 ''%,S10NAL � �`� ('I"III GhED: _ / -- (_IIE(_'I`,ED: DII C'Oti'TI�AC'T PROJEC T - L _ R-`?79 10 STP-IN50(001 ),IN48( 032) UNDERDRAIN PIPE UNDERDRAIN TABLE 0 OUTLET PIPES OUTLET PROTECTORS TYPE 4 PIPE o o Q o z z U i �_ -, Un z L` z z Q <c W w o z w l w I z � LOCATION > z p � z mo w z ° z � w w O UNDERDRAIN E E � � Qw � w � Q � o � � - w � _O Q � o � � -1 0 > Q o v L7 U W Q J W W p I- ° Z O Z Z m C ) W PIPE LIMITS E E w w � Wow Q o �- - � z � � z W o Q J � E- z v f- I- ~ W � W W U W � W - � F W I- � Q � O W w I� Q w O = REMARKS z w - cr, O o ✓n w O I- O O ° W (� 0 Q 0 W J J � � � � � W � QO Jz0 � � Z � � � O � W W U CD O w Z U Z Z W J D C1 C) O U Q U LLJ �_ F- 1- f- U LL_ p U U° O I- � [ W J J - U Q _ U7 3 W O W Z ~ > p D O -i W W W 1- W W F-- F-- ~ I- O w � W w � J J JI--- = QF Z U U Q Qp H W Z Z W L/NE A " LEFT (m) (m) (m 2) (m 3) (MC) �% a (Y/N) v �' ``' D a � 1h oz� � LL w' _ _J w cn Q o 121297.3 (m) ° ° Oa oww oa. 0 U~ w (m 3) (MC) o o >_ o Ld � o 22.2 66.6 5. 0 0.200 262. 728 121319.5 262.684 12131, 2 117.2 351.6 26.5 .262.634 121434.685, 25.952 261.418 N 11 261.008 121434.685, 25.952 261.418 11 261.008 121454.661, 38. 407 23. 4 70.2 5.3 N 261.513 121493.895, 16. 709 96 121537.5 44.5 133.5 10. 7 261.3 260. 793 /V 13 260.396 121539.5 260.586 121600 60. 7 1821 13 7 260. 126 /V 17 259.669 121600 260. 176 121635 33 5 100.5 7.6 259.833 N 20 259.371 121635 121690 535 160.5 12. 1 259.833 259.404 N 23 259. 037 121690 259. 404 121 703 22_. 7 68. 1 5. 1 259.303 1' 2 1 121705 259.283 27 258. 190 121 706.5 3 259.275 121740 2.8 98. 4 7.4 a 259. 042 N 29 258.689 121740 „� 121755 1135 40.5 3. 1 2559. 042 259.009 N 31 256629 121755 259. 009 /V 31 258.629 121785 28.5 85.5 6.4 259. 100 121785 259. 100 N 35 258.677 121 825 38.5 115.5 8. 7 259.289 121865 121900 3 259.514 42 259. 150 3.5 100.5 7.6 N 259. 760 121900 259. 760 45 259. 402 121950 48.5 145.5 11.0 N 260. 088 121950 260.088 N 48 259.676 121990 38.5 115.5 8. 7 260.233 121990 260.233 N 52 259.361 131030 38.5 115.5 8. 7 I 260.353 131030 f 260.353 /V 59 25 9.947 131070 35.5 115 5 8. 7 ! 260.473 131070 260.473 N 11 62 260. 067 131110 38 5.5 8. 7 260.593 131110 260.593 66 259. 051 131 147 35.5 106.5 8. 0 N 260. 704 m 131147 - - 131192 43.5 130.5 9.8 260 704 N 68 260.076 260.839 131192 260.839 /V 73 260. 481 131228 34.5 10 .5 7.8 260.947 131228 40 5 121.5 9.2 260.947 N 76 260.589 131270 261.073 131270 38.5 115.5 8. 7 261.073 /V 79 260. 721 131310 261. 193 a 131310 261. 193 N 82 260.841 131354 42.5 127.5 9. 6 262.675 131354 131392 36.5 109.5 8.2 262.675 261. 439 N 85 260.961 131392 47. 0 141 10.6 261.439 N 88 261. 081 131439. 7 261.560 131439. 7 6 261.560 131510 8.8 206. 4 15.5 261. 179 N 92 260.814 131510 4,3 5 130.5 9.8 261. 17-9 a, 131555 260.854 N 97 260. 495 " SUB-TOTAL TH/S SHEET -- 11578 3473.4 261.6 2 1 0 HORIZONTAL SCALE FILE � ```�.••� J A . ''��% FOJRO AI�IRO�E - -- _ _-� .. , � ) �I � INDIANA - 03-wL O5 DEPARTMENT 3 l3 N0 VE =a�• P No. ° •��=_ -- SIC�. ENc�1NEEx DATE T OF TRANSPORTATION VERTICAL SCALE. DESIGNATION �:� Q Butler Fairman Seufert -_ �PE60910078 � DIJ T / ``` -- CO N S UL 11N C3 tN OI NttF2S -`T0 STATE OF �C/ _ - NE 980 BOO "O 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G %� <C/ DESIGNED: AML I)RA��'N: �E�I i� M INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 �'i NDIANP.' - - --- -- -- - �t'JR` 'E�� BOOh SHEET F17 717 713- 219 769-2333 �� • --- - UNDERDRAIN TABLE �90 �� of II� J • FAX 317 713-4616 FAX 219 769-2377 'pis/ONAL � �`` I C IIE('j�I I): H/ CHECKED: DJI CONTRACT PROJECT -- - R-27940 STP-IN50(001 ),LN48(032) 1'.JNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPES OUTLET PROTECTORS cn °TYPE 4 PIPE w LOCATION o 1h o 0 O W C/') n < 1= Q w O O LLI I cn z z z � Q w w > w 0 F- z z F- w w �- iJ U J > Q F- � O - Q _ J O W J Z m (/ LLJ -1 Q U > O -UNDERDRAIN w U L)i ~C- Q� 1U- , REMARKS U o 0 - of w O w w w x ` w PIPE LIMITS E E - W w c w w w w L w o o O I- -' z LI w E J O m o w W O U O O O = o F- U = U Li a- w o CL UO Q w - w w w F Li Li Z o z D w w F- > - w Q � D 0 W Q:D O � W 0 Lc) I--- I- z W > > J w-- O UFO O W � � 0 � W (m 2) 3) J ' W ~ � o L/NE 4 LEFT CONTD (MG) © O O O o (m 3)O c (MG) o o 134 555 43.5 130.5 9.8 260.854 134 600 260529 N 101 260. 176 134600 43.5 130.5 9.8 260.529 134 645 260.203 /✓ 104 259.843 134 645 48.5 145.5 11. 260.203 134 695 0 259.806 /V 107 259. 445 134 695 31.5 94.5 7. 1 259.806 134 728 259.272 Al 110 259.034 134 728 41.5 124.5 9. 4 259.272 134-771 258. 750 N 113 258. 408 134 771 15.5 46.5 J. 258. 750 134 788 258.688 N 116 258.338 134 893 19.5 58.5 4. 4 258.391 N 119 258. 049 134 914 258.466 1,34-914 258.466 N 122 258. 133 4 134 945 29.5 88.5 6. 7 258. 702 134 945 33.5 100.5 7.6 258. 702 N 126 257.580 134-980 258.969 134 980 43.5 130.5 9.8 258.969 N 129 258.608 744 025 259.354 144-025 60.8 182 4 13. 7 259.354 N 132 258.993 144 086.5 259.831 144-086.5 107.8 323. 4 24. 4 259.831 144-195 258.374 N 135 255. 015 144195 63.5 190.5 14. 4 258.374 144260 257 022 N 138 256.664 144260 655 196.5 14.8 257.022 144327 255. 498 N 141 255. 086 144 327 56.5 16 9.5 12.8 255.498 144385 254. 175 /✓ 144 253.835 144385 18.5 55.5 4.2 254. 175 144405 253.807 N 147 25,3467 144-405 19.3 57.9 4. 4 253.807 14 4 424.626 253. 676 N 151 253.286 144-424.626, 72. 164 13-9 41. 7 ,3 1 253.676 N 151 253.286 144-455.525, 21.979 253. 756 14 f 435.525, 21.979 11.5 34.5 2.6 253. 756 144 444.390, 30. 494 253.664 N - W 144-468.822, 30.506 11.5 34.5 2.6 253.664 N - 144-477. 758, 22.036 253 756 144 477. 758, 22. 036 253. 756 144-500 25. 7 77. 1 5.8 25j477 N 155 - 0 C, I I a SUB- TOTAL THIS' SHEE T 804.5 2413.5 181.9 o - ��►mi�uii��, HORIZONTAL SCALE FILE o � .�``! J. /S '�•,, REC'ON1N1ENDEI) � %, _ INDIANA NONE _ FOR AI'YRO�'AI DESIGN ENGINEER DATE M Q) Q".: F° ..C� % VERTICAL SCALE DESIGNATION Q:."* No, DEPARTMENT OF TRANSPORTATION NONE -. 9980500 ti Butler Fairman Seufert _ ;PE60910078 _ r , J C O N S U L I I N G E N O I N Cc?a STATE OF NOr�pF �� SURVEY BOOh SHE ET ML BEH In 8450 WESTFIELD BLVD., SUITE 300 E,09 WEST 84TH DRIVE, SUITE G DESIGN ED: DRAWN: 29 0 8 0 U LL 119 13DI 73 OLIS, IN. 46240 MERRILLVILLE, IN. 46410 � UNDERDRAIN TABLE 1 X 1 CONTRACT PROJECT FAX 317 713-4616 FAX 29 76932377 /ONALi HECKED: z C CHECKED: r R-2'79-10 STP-IN 50(001 ),IN I8� UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPES OUTLET PROTECTORS z Q �U ° ~ v J ww ~° w J LOCATION TYPE 4 PIPE Q w i � � Or_ C O z 121- O J >n L u < > O w j w m O U W Q w z � z J ° z z cf) Li w W o w U � w Q Z o 0 Fp- REMARKS < 4 E E w w J w Q O w w UNDERDRAIN o � z X c w O PIPE LIMITS E E �, Q o a w oo °LLJ w � 0 E zv O w � a_ w w J � o o > Q O � L - ~ QO O Q U j ✓ t W > W Q W W W I- > O Q Q Ow > O Lj _ o� z a w 1 0- w w f W w D L/NE PR-2" LEFT - > > ~ ~ o n U' ` � o O 0 p w w cn (m 3) (MG) o o ('Except As Noted (m) m) (m (m (MG) (Y/ ) (m) n of 4-1-810.J 46. 7 740. 1 10.6 N E,vst. 4+858.5 259.935 4+858.5 50. 0 150 11.3 259.935 N 158 259 139 4+907.9 260.941 4+915 260. 699 N 161 260. 092 4+959 42.5 127.5 9.6 261. 117 4+959 22.5 67.5 5. 1 261. 117 N 164 260.813 4+982. 167, 12.884 i_ 261.356 12+454.661 "A '; 38.407 70.5 211.5 15.9 261.513 54-090 260-956 N 167 260.655 5+0,90 51.3 153.9 11.6 260.956 5+142 Exst. N LINE 7DR-2" RIGHT (Except As Noted 4+810. 1 46. 9 140. 7 10.6 /V Exst. 4+858.5 259.935 4+858.5 55 165 12.4 259.935 N 159 258.654 4+915 260.699 4+915 42.5 1275 9.6 260.699 �✓ 162 260. 082 4+959 261. 117 4+959 49.4 148.2 11.2 261. 117 N 166 260. 468 12+467.604 'A '; 21. 156 261.501 12+493.895 'A '; 16. 709 41.5 124.5 9.4 261.396 5+087.5 260.980 /✓ 168 260.495 12+539.5 'A '; 18.5 Lt. 40.3 1 9. 1 - -- 260.586 N 12 260,507 5+107 �0 9 260. 738 5+107.318 34.8 104.4 7 g O X00 260. 738 5+142 260.808 _ LINE 7DR-3" LEFT (Except As Noted _ 4+968.9 13.4 40.2 3 0 259.468 4+983 259.418 iV 169 259. 157 4+983 10.6 31.8 2. 4 259.418 /V 169 259. 157 12+865 'A " 259.514 m 12+865 'A " 259.514 5+098.888 98.5 295.5 22.3 Exst. Extend Underdra/n East to Connect to Exst. Inlet LINE `PR-3" RIGHT (Except As Noted 4+968.9 259.468 4+983 13.4 40.2 3.0 259. 405 /V 170 259. 065 a 4+983 12.5 37.5 2.8 259. 405 12+825 'A ' 259.289 N 38 258.843 I 0 'A 259.289„ 5+098.888 102.3 306.9 23. 1 ! N Exst. Extend Underdrain East to Connect to Exst. Inlet a SUB-TOTAL THIS SHEET 844.6 25338 190.9 --- - - -- -- - --( -��r,iiu►i��,,� -- -- - HORI"LONT��L SCALE FILE �` J. �s �•,, REUDINJAJENDEJ) INDIANA NONE 37- 3 FOR APPRO\' 1I �-: :n� - ' - � DEPARTMENT OF TRANSPORTATION � ERTIC_�LcaLE DESIGNATION O: N0. - DESIGN ENGItiEER DATE BONE 9980 00 Butler Fairman Seufert _ PE60910078 - ----- -- - �o�s�L „�� )EL'D R � SL�R�'E1� BOOK SHEET ; 0 o• STATE OF : �, I Sltr� AIL D = �ti : _ rJH - UNDERDRAIN TABLE �90 81 of 119 8450 WESTEIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G e � •.• � �� _ ___ "' I. INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 �i AILA 1 -- �� J •,Fss �C;.� CONTRACT PROJECT " FAX 317 7134616 ---- FAX 261 9 769-2377 ��/��7O�NA�� ,III'"�- 11ED: 131 CHE CKED: �JI � R-`�191 ATP-I��1 �,I� �8� E UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPES OUTLET PROTECTORS LINE PR-4" TYPE 4 PIPE 0 2Z z Z 3 Z w - � ° a- �- F- U U�w F0- - LOCATION L11 0 z LLJ � wLn to W O O w > � O z Q W ° ° > m O O Q o cn w w � LLJ__j ~z w _0 RE14ARKS U w w LL- UNDERDRAIN E � o o J w w o w w x O Q w z Q r Li CL E E w w n Qo o °PIPE LIMITS w � w z c 0 � U -JzI- � o 1--- ° I--- o Q w � U O ' � w w 0 o O w r F- Lli C W o O Q w w w w o O w > O � w Q C Q cn w O J w (n w O LEFT o > > O a w w ' �LLJ° O O o c w Exce t As Noted (m) (m) (m (m (MG) % w (Y/N) -1 w (m) cn (m 3) (MG) o O � O O 4f 916 42. 1 126.3 9.5 260.534 4f 958 259. 142 N 175 258.801 4 f 958 71. 1 213.3 16. 1 259. 142 I3f 893 'A " 258.391 N 119 258.058 13f 893 'A " 61.5 184.5 13.9 258.388 5f 076.5 257498 /V 119 258. 05 5f 076.5 16.8 50.4 3.8 ( 257. 498 N 179 257.259 5f 094 I 257503 I LINE `PR-4" RIGHT (Except As Noted 4-f 916 40.5 12. 1.5 9.2 260.534 4-�957 259. 110 N 173 258.883 4-f-957 39. 7 119. 1 9. 0 259, 110 13f 788 "A " 258.688 /✓ 116 258.357 13f 817.265 'A '1' 17820 58.3 174.9 13.2 258. 797 /V 177 256. 746 1 5f 046. 79 259.9 77 5f 050 257.415 /V 180 257.234 5-f 084.5 9.8 26.4 2. 0 259. 449 5-1-084.5 33.8 101. 4 7.6 257.905 5-f 0,94 257415 /V 180 257.234 LINE `PR-5" LEFT (Except As Noted 144 476.680 'A '1' 23019 5. 1 15.3 1.2 253. 756 14*472.2 'A " 253. 731 N 188 - 14*472.2 'A " 253. 731 N 188 - 5f 030.561 8.4 25.2 1.9 25,3756 LINE `PR-5" RIGHT I (Except As Noted ! 14+435965 'A '1' 20.364 23 0 69 5.2 �_ M 253. 756 5f 045.67 253.636 N 186 - 5*045.67 12.8 38.4 2.9 { 253.636 N 186 - 5f 060 ! 25,3743 5f 060 25,3743 N 187 - 43.3 129.9 9.8 5-1-104 254.328 ° o SUB-TO TA THIS SHEET 465.2 1395.6 105.3 1 Q o SUB-TOTAL PRE-V. SHEET 12053 3615.9 272.5 I ° SUB- TO TAL PREV. SHEET 7601 2280.3 171.9 SUS-TOTAL PREV. SHEET 11578 3473.4 261.6 2 1 SUB-TO TAL PREV. SHEET 804.5 24135 181.9 SUB-TOTAL PREV. SHEET 844.6 2533.8 190.9 a 3E60WSx 06m = 1.8 GRAND TOTAL 13) 52375 15712.5 1184. 1 3 2.8 � HORIZONTAL SCALE FILE •�`�� J ° '`��LGASTt F'•..'''9 RECOMMENDED NONE 743 ........... FOR AhFRO� AI CAL SCALE DESIGNATION - - �� =a�, No. ° `��n - - DEPARTMENT OF TRANSPORTATION _ _ _D_ESIG_N� ENGINEER DATE NONE 9980 500 Butler Fairma -i Seufett = PE60910078 _ - --- T `` C , C O N S U L Z I N G t N G I N t t F-2 S =-o O. .•:•� ` 1 .�� S t RV E 1` BOOK SH EET Q STATE OF �, DESIG- ED: DRA�'N: X90 82 OF 1 19 8450 WPOLIS,LI BLVD., SUITE 300 509 WEST 84TH DRIVE, SITE G �� ,.� - --- - - -- - UNDERDRAIN TABLE INDIANAPOLIS, IN. 46240 219 MERRILLVILLE, IN. 46410 CONTRACT PROJECT � 317 713-4615 � ss � � I 219 769-2333 � FAX 317 713-4616 FAx 219 769-2377 �1,,��ONA�� CHEChED: 13L - CHECKED: - DJI - R-2(9 I0 STP-IN50(001 ),IN 48(03'?) LOCATION STRUCTURE DATA FIELD VER/FY FLOW LINE z w w MANHOLE, INLET L� ,1, SAFETY J ~ w m w CATCH BASIN, OR = ,� Q o D w w w Q ; o GRATED '� w STATION SIZE SPECIALTY Q Q U z o F-- -1 � cn = zz METAL c1 w X f- 0 M cU'n STRUCTURE � � w w ��, Y = w w =n � wo BOX END V) Q w W U w = o w w -Y o w = Q w m U >m o v SECTION SECT ON Q m w cn z Line 4 " l v CL cn v D Cn o c~i� U) v) o Q m c~m ° �L C) � wo o m REMARKS U cn mm m m ELEV. ELEV. YEAR m3 Mg Mg EA. TYPE SLOPE EA. TYPE SLOPE EA. Mg m2 10 12-1-425 1. 7m L t. 375 2 /n/e t C-15 21.2 0.51 261.008 260.896 75 N.A. 7. 0 1 17.8 164 11 124-436 27.4m L t. 300 2 Inlet B-15 20.0 0.60 261.133 261006 75 N.A. 7.0 1 17 8 12 124-5J9.5 18.8m 10 L t. 375 2 Inlet C-15 9.8 0.57 . 26056 26050 75 N.A. 70 1 2. 1 13 124-537.5 375 2 In/et C-15 20.8 0.64 260.486 260396 75 N.A. 70 1 954 13 14 14 124-550 � 375 2 Inlet C-15 2. 0 0. 61 '260.396 26G.38 75 N.A. 7. 0 1 2.0 15 16 124-550 114m t. 450 2 Manhole C-4 50.0 0.84 260.22 259.85 75 N.A. 7.0 1 71.8 ' 16 124-550 14m Rt. � 375 2 /n/et E-7 19 2.2 0.30 26 90 206.85 75 N.A. 7. 0 1 1. 4 15 17 124-600 300 2 Inlet B-15 19.8 0.61 259.804 259.669 75 N A. 7.0 1 17.5 18 18 12-1-600 � 375 2 /n/e t C-15 1.5 0.68 259.669 259.662 75 N.A. 7. 0 1 1.6 19 19 124-600 12.8m Rt. � 450 2 Manho le C,'-4 35. 0 0. 77 2,f,:9.976 259.389 75 N A. 7.0 1 47. 0 22 20 124-635 � 300 2 /n/e t B-15 19.2 0.69 259.488 259 371 75 /V.A. 7. 0 1 17.3 21 21 124 635 375 2 Inlet C-15 0.6 0.59 259371 259361 75 N A. 70 1 0.6 22 124-6,35, 11.9m R 22 t. 450 2 Manhole C-4 55.0 0.85 259250 258 838 75 N A. 70 1 79. 7 25 23 124-690 300 2 Inlet B-15 19.8 0.60 259.154 259.03 75 N.A. 7. 0 1 17.3 24 24 124-690 � 375 m 2 Inlet C-15 0.6 0.58 259.03 259.034 75 N.A. 7.0 1 0.6 25 25 124-690 11.9m Rt. 600 2 Manhole C-4 30 1.47 25909 259072 75 N A. 70 1 8.4 26 124- 26 694 ✓ 1200 1 Pie 29 0.65 258139 257922 75 A 70 1 108.3 90 105 See Sheet No. 53 for Headwall Detail 27 12f 705 11.6m L t. 1200 2 Manh o/e K-4 27. U 0. 71 258.180 258.08 75 N.A. 7. 0 1 105.3 1?1,orcp 0.6m Min. Depth 28 124-740 � See Sheet No. 53 for Headwall De tai/ 300 2 _ Inlet 5-15 19.8 0.59 258.792 25969,3 75 N A. 70 1 171 29 124-740 29 375 2 Inlet C-15 0.8 0.57 258 6,9L5 258.689 75 N.A. 70 1 8273 30 30 124-740 12.2m L t. � 1200 2 Monh oie A-4 35.0 0.69 258 306 258. 180 75 N.14. 7. 0 1 134.6 26 31 124-755 375 2 Inlet C-15 0.6 0.59 258.632 258.629 75 N.A. 70 1 0.6 32 12*755 12.2m 32 L t. 1200 2 kfanho/e A-4 15. 0 0.45 258.360 2,58.306 75 /V.A. 7. 0 1 47. 9 30 33 12f 757 300 2 Inlet B-15 19.8 0.59 258.73 258 692 75 N.A. 70 1 177 31 34 124-785 300 2 Inlet B-15 19.8 0.59 1259 78 259686 75 N.A. 70 1 171 35 35 12-1-785 � 375 ° 2 /n/e t C-15 1.8 0.63 259 686 258.67 75 N.A. 7. 0 1 1_9 36 36 124-785 12.8m L t. 1200 2 Manhole A-4 30 0.42 258 468 258.360 75 N.A. 70 1 933 32 37 124-825 300 2 /n/et 3-15 19.8 0.59 258 972 258.87 75 N.A. 70 1 171 38 124-825 375 2 Inlet C-15 1.8 0.64 258 87 258 84 75 N.A. 70 1 1_9 38 39 39 124 825 12.8m L t. 1200 2 Manh o/e K-4 40. 0 0.45 258 611 258.468 75 N.A. 7. 0 1 1276 36 40 124-830. 4 I J 2m L t. 1200 2 Manh oie K-4 5. 4 0.30 258.629 258.611 75 N.A. 7. 0 1 15.0 39 Connect to Exis tin Pie from West 41 124-865 300 2 /n/et B-15 19.8 0.59 259.258 259.159 75 N A. 7. 0 1 17. 1 42 42 12-1-865 375 �� 2 In/et C-15 1.8 050 1259 159 259150 75 N A. 70 1 /.6 4z 43 124-865 118rri L t. � 450 `� 2 �Vanh oie C-4 34. 6 0.96 258 819 258 629 75 N A. 70 1 55.2 44 124-900 300 __ 2 Inlet 16-15 19.8 0.59 259.510 259.411 40 75 N A. 7. 0 1 17. 1 W 45 45 12f 900 375 2 Inlet C-15 1.8 7.50 25,9411 2,5,9- 402 75 N.A. 70 1 1.6 46 124-900 46 47 124-950 12.8m L t. � 375 � 2 Manhole C4 35. 0 1. 05 259.011 259819 75 N.A. 70 1 5,39 43 300 _ 2 Inlet 5-15 19.8 0.59 259.784 259 695 75 N.A. 70 1 171 48 124- 48 950 � 375 2 Inlet C-15 1.8 0.57 259.69,5 259.676 75 N.7 7.0 1 1. 7 49 49 124-950 12.8m L t. 375 2 Manhole C-4 50. 0 1. 00 259.361 259.011 75 N.A. 7. 0 1 73.9 46 0 50 124-997 300 2 Inlet B-15 19.8 0.59 259.929 259.830 75 /V.A. 7.0 1 17. 1 51 51 124-,990 375 2 Inlet C-15 D.6 U.57 259 830 259.82 75 N A. 70 1 0.6 52 c 52 124-9,90, 11.9m L t. 375 2 Manhole C-4 40.0 1. 04 259.54-1-25,9 361 75 N.A. 70 1 61. 1 49 53 124-998.9 13. 7m L t. Exis tin 450 Inlet C-15 260.520 Connect to LX/'St/n 0 Pi e from West 54 134 013.8 13. 7m L t. 375 2 /n/e t C-15 14 0.42 260.740 260.596 75 N.A. 7. 0 1 11. 0 55 124-994.8 14.8m Rt. ✓ 300 2 Inlet E-7 9. 0 0.30 259.990 259.94 75 N A. 7. 0 1 5. 0 53 Connect to Exis tin Pie from North 56 134 025 14.8m Rt. Manhole T e ✓-4 56 75 N.A. 7. 0 1 Connect to Exis tin Pie from South 57 134-004.3 14.8m Rt. 300 2 Inlet E-7 20.3 0.30 '259.990 259.88 75 N A. 7. 0 1 11.3 _ 56 v`vv J /'q REC'O�IMENDh;D HORIZONTAL SCALE FIhE ., ��•.• GISTEA '9 FOR R I'I'R U :1 I - -- - -- - -- - NUN S _ _ INDIANA �Uf�rt =o�-:•. P No. ° ' cn= -- -__ DESICa ENGINEER I z � DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION M NONE 9980500 Butler Falrman _ .a :PE60910078 ; �_ C O N S U L I I N Q t"V O I N t t I2 S '•. STATE OF D I� N: 8450 WESTFIELD BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G %� �/� DESI(�N�Ell: DJI \�� SURVEI BO 5,09 SHEET INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 �'i'� �HDOANP`..' �� _ �\ n (w\ r ---- _- -- STRUCTURE DATA 290 83 OF 119 FAX 317 76354616 FAX 269 76932377 ',///sS�VNAL `�\\\\\` CIlE� I1I D: iL . _ ��n��►��\ -- -- CIIEChED: - hJI CO V'TRACT PROJECT --- i R-2'79=I0 STP-IN50(001 ),IN4B( 032) STRUCTURE DATA LOCATION FLOW LINE z C/-) LLJ Of Li 0 MANHOLE, INLET o w F- LLJ SAFETY w 1 � -1 m z P- Q '- GRATED m w w CATCH BASIN, OR = w Q J ° �-I w w �' ° METAL w � : J � Cn � Z Z (� X w �- m v z LL o - � m U cf> w BOX END Q w � ~ REMARKS m SIZE SPECIALTY c� w Q z Q c� cv w o END �' m w �- w STATION w w > - _ ~ Q z `- SECTION Q - ~o v m STRUCTURE w y 0 m 0 w m LJ �' '- v >m v g CL ''�c� SECTION m z I- _ w J cn v F o I- w w = Q w Q I,J a a_w o m w z m LL o o m 0 ° 0 U) v� ° Q m � �;m m m ° a-cn ov cf) V z Line 4 " C017 td J m v mm w m m ELEV. ELEV. YEAR m3 Mg Mg EA. TYPE SLOPE EA. TYPE SLOPE EA. Mg m2 58 134-030 ✓ 300 2 Inlet 8-15 19.8 0.59 ,260 049 259950 75 N.A. 70 1 171 59 59 134-030 ✓ 375 2 Inlet C-15 0.6 0.57 25,9950 25994 75 N.A. 70 1 0.6. 60 60 134-030 11.9,'77 L t. ✓ 750 _ 2 Manhole ✓-4 35.0 0. 76 259.558 259.348 75 N.A. 70 1 101.6 56 61 134-070 ✓ 300 2 Inlet 8-15 19.8 0.59 260169 260.070 75 N.A. 70 1 171 62 62 134-070 375 2 Inlet C-15 0.6 0.57 26 070 260 0617 75 N.A. 70 1 0.6 1 63 63 134-070 //.g/-17 L t. ✓ 750 2 Manhole ✓-4 40.0 0.56 259.718 259558 75 N.A. 70 1 72.3 60 64 134-110 14.8n-, Frt. ✓ 300 2 Inlet E-7 3.8 0.34 260000 259 981 75 N.A. 70 1 23 65 65 134-110 ✓ 300 2 In.Iet C-15 19.8 1 0.59 259.960 259.861 75 N.A. 70 1 17 1 66 66 13f-110 ✓ 375 2 Inlet C-15 0.6 0.57 259.861 259.858 75 N.A. 70 1 0.6 67 67 134-110 11.9n7 L t. 750 2 Manhole ✓-4 40.0 1 1.50 259.858 259.718 75 N.A. 70 1 142. 7 63 68 134-147 ✓ 375 2 Inlet C-15 /.0 0.86 260 08 260.076 75 N.A. 70 1 1.3 69 69 134-147 122m Lt. 750 2 Manho le 1-4 370 0. 72 260 07125,9960 75 NA. 70 1 101.6 67 Connect to Existin Pi e from North 70 134-144 14.3m Rt. ✓ 375 2 Inlet E-7 3.3 0.35 260200 260. 184 75 N.A. 70 1 2.3 71 71 134-155 ✓ 375 2 Inlet C-15 21.6 0.88 260184 26008 75 N.A. 70 1 28. 7 68 72 134-192 ✓ 300 2 Inlet 5-15 19.8 1 059 260589 260 4901 75 N.A. 70 1 171 73 73 134-192 ✓ 375 2 Inlet C-15 0.6 0.57 260.490 260 481 75 N.A. 70 1 0.6 74 74 134-192 11.9m L t. ✓ 600 2 Manhole C-4 45. 0 0.67 260269 260. 134 75 N.A. 70 1 68.8 69 75 134-228 ✓ 300 2 Inlet 8-15 19.8 0.59 26069 260598 75 N.A. 70 1 171 76 76 134-228 ✓ 375 2 Inlet C-15 0.6 057 260598 260589 75 N.A. 70 1 0.6 77 77 134-228 /1.9m L t. ✓ 600 2 Manhole C-4 36. 0 07526037 260269 75 N.A. 70 1 59. 4 74 78 134-270 ✓ 300 2 Inlet 5-15 19.8 0.59 260 8 . 260.724 75 N.A. 70 1 171 79 79 134-270 ✓ 375 2 11-7/e t C-15 0.6 0.57 1260724 260721 75 N.A. 70 1 0.6 80 80 I3-f-270 11.9m L t. ✓ 450 2 Manhole C-4 42. 0 0.98 1260,524 26037 75 N.A. 70 1 68. 1 77 9 81 134-310 ✓ 300 2 Inlet B-15 19.8 0.59 `260 943 260.844 75 N.A. 70 1 171 82 82 134-310 ✓ 375 2 Inlet C-15 0.6 0.57 1260.944 260 841 75 N.A. 70 1 0.6 83 83 134-310 11.9-n Lt. ✓ 450 ' 2 Manh,ole C-4 40.0 091 260644 260524 75 N.A. 70 1 61. 1 80 84 134-350 300 _ _ 2 /n/e t B-15 19.8 05,9 26'069 260.964 75 N.A. 70 1 171 85 85 134-354 ✓ 375 2 In/et C-15 1.2 058 260.964 260961 75 N.A. 70 1 1.2 86 86 11-1-,354, 12.5m L t. ✓ 375 2 Ranh cle C-4 44. 0 0.94 260.798 260.644 75 N.A. 7. 0 1 61.8 83 87 134-392 ✓ 300 2 /,-7/e t 8-15 19.8 0.59 261.189 261090 75 N.A. 70 1 62.3 1 88 88 13f 392 ✓ 375 2 Inlet C-15 1.2 0.57 261.090 261.081 75 N.A. 70 1 1.2 89 89 134-392 12.5m L t. ✓ 375 2 klanh ole C-4 38. 0 092 260931 260.798 75 N.A. 70 1 52. 4 86 90 134-491.6 14. 7m Lt. ✓ 300 2 Inlet E-7 175 0.32 1261.190 261. 114 75 N A. 70 1 10. 1 93 91 134-510 ✓ 300 2 Inlet 5-15 19.8 0.59 260929 260829 75 N.A. 70 1 171 90 92 134-510 ✓ 375 2 Inlet C-15 1.3 0.57 260.829 260 814 75 N.A. 7. 0 1 1.2 93 93 134-510 12 6m Lt. ✓ 375 2 Manhole C-4 18.0 0. 77 260669 260549 75 N.A. 70 1 21.5 95 94 134-528. 4 14.Sm L t. ✓ 300 2 Inlet E-7 1.8 0.33 260.800 260.792 75 N.A. 70 1 1. 1 95 95 134-528. 4 12. 1 m Lt. ✓ 375 2 Manhole C-4 26.0 0.86 260549 260328 75 IV.A. 70 1 34. 0 98 W 96 134-555 ✓ 300 2 Inlet B-15 19.8 0.59 260.604 260504 75 N.A. 70 1 171 97 97 134-555 ✓ 375 2 /nle t C-15 0.6 1 057 260504 260 495 75 N.A. 70 1 0.6 98 98 134-555 I/.9m Lt. ✓ 375 2 Manh ole C-4 16.8 0.98 260264 260. 144 75 N.A. 70 1 24.4 99 99 134-573 ✓ 0.59m Min. Area 1 Corru ated Pie 28.5 0.61 260.05 259.720 75 A 70 1 54. 7 175 31 See Sheet No. 53 for Headwall Detail 100 134-600 ✓ 300 _ 2 Inlet 5-15 20. 1 0.59 1260279 260.179 75 N.A. 70 1 17.3 101 101 134-600 375 2 Inle t C-15 1.5 0.57 260.179 260.176 75 N.A. 70 1 1. 4 102 102 134-600 11.9m Lt. ✓ 375 _ 2 Manhole C-4 450 0-91 260 02' 259.706 75 N.A. 70 1 61.5 105 o ; I 103 134-645 ✓ 300 2 Inlet 8-15 20. 1 0.59 259.954 259.854 75 N.A. 70 1 17.3 104 I 104 134-645 ✓ 375 _ 2 /nle t C-15 1.5 0.57 1 259.854 259.84 75 N.A. 70 1 1.4 105 i 105 134-645 12.8m Lt. ✓ 375 2 Manhole C-4 50. 0 0.89 1259 696 259.346 75 N.A. 70 1 671 108 i 106 134-69 5 ✓ 300 2 Inlet 8-15 20. 1 0.59 125,9556 25,9456 75 N A. 70 1 17.3 107 107 134-695 ✓ 375 2 /nIe t C-15 1.5 0.57 259.456 259.44 75 N.A. 7.0 1 1. 4 108 % , H0RIZ0'NTAL SCALE FILE �.•�....!s '%, RE( oMMh� I�r:l� q , , INDIANA NONE 3� 13 - �� C!�c�s-rFgF.•y �. FOK AI I IZO�'_�I ' Tj _ � = DESIG! E GI XEER -D AL SCALE DESIGNATIO�� o�-.:. No. rn . DEPARTMENT OF TRANSPORTATION HTIC Butler Fairman Seufert -� _PE60910078 - - L o \ON 9980500 St R�'IJl BOOh SHEET C O N S U L I INC-3 t N f3 1 N C t"S 1 .t� X h I). ------- R �j� j::� : STATE OF 44 I1)ESIC � 8450 WESTFIELD BLVD-, SUITE 300 509 WEST 84TH DRIVE, SUITE G � �. N P �� '�~-T L J 1)J1 ` -- ��1 - - ��U 8� �F 1 1 9 , INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 �i Fs''•I DIO?.•' \ , -- - STRUCTURE DATA 317 713-4615 219 769-2333 / FAX 317 713-4616 FAX 219 769-2377 � ��0 NIQ�� «I��LIILI�: 1- - - CHECKED: --- _-DJI- - -- ��TRA� PR�JECT --- - - - -- -- ---� _ R-279-10 i STP-IN50(001 ),IN48( 032 ) µ STRUCTURE DATA LOCATION FLOW LINE z cn MANHOLE, INLET w l- , , SAFETY _� w ry w T F-- J o D J w w Q ; o GRATED METAL ~ CATCH BASIN, OR = w Q J STATION SIZE SPECIA�TY c� w w z w CD Y s 0 w Q z N - END Q w v __j � cn Z Z (� X i � Q z LL 0 �-- 12 a- v cn w BOX END Q 0 0 m U> f- STRUCTURE z w > � � � � w w cn 0 E � y- w� o l- SECTION z REMARKS D � � = v) w y 0 w l- 0 F- w L� w = Q w � rJ > � v �' � a_0 SECTION v wo z m ::D li 0 � J � U D UJ � Cn (n J V) Q Q m � (--m m O� m(n 0 � z Line ';4 " Con t'd J � 0 � 3 0 0 mm m m f ELEV. ELEV. YEAR m Mg Mg EA. TYPE SLOPE EA. TYPE SLOPE EA. Mg m2 108 134-695 12 8m L t. 375 2 Manhole C-4 36. 0 0.83 259.198 258 838 75 N.A. 7 0 1 45. 7 111 109 134-728 300 2 Inlet 5-15 18.8 0.59 259.151 259.050 75 N.A. 7 1 16.2 110 110 134-728 375 2 Inlet C-15 4.0 058 259.050 259.094 75 N.A. 7 1 3.9 111 111 134-731 14. Om Lt. 600 2 Manhole C-4 39. 0 0.62 256582 258.481 75 N.A. 7 1 56. 7 114 Connect to Exist//7 Pi e from West 112 134-770 300 2 Inlet 5-15 16.0 0.58 258.508 258.42 75 N.A. 7 1 13.6 113 113 134-771 375 2 Inlet C-15 37 055 259427259 409 75 /V.A. 7 1 3.5 114 114 /34-771 13. Om L t. ' 600 2 Manhole C-4 15.5 057 259408 259362 75 N.A. 7 1 21.4 117 115 134-788 300 2 Inlet 5-15 15.6 058 258 438 258 378 75 N.A. 7 1 13.3 116 116 134-788 375 2 /n/e t C-15 4. 0 0.55 258 378 258 362 75 N.A. 7 1 J. 7 117 117 134-786.5 13.Om Lt. 600 2 Manhole C-4 74.5 1.2 258 362 259026 75 N.A. 7 1 174.9 177 Connect to Exis tin Pi e from West 118 134-893 300 2 /n/et 5-15 15.9 0.58 259146 259058 75 N A. 7 1 13.5 119 119 134-893 375 - 2 Inlet C-15 3.0 0.56 258 058 258 049 75 N.A. 7 1 2.8 120 120 134-893.9 10.6m L t. 450 2 Manhole C-4 32. 0 216 257950 257 755 75 N.A. 7 1 106. 1 177 121 134-914 300 2 /n/e t C-15 15.9 0.58 25922J 258144 75 N A. 7 1 155 122 122 134-914 V, 375 _ 2 Inlet C-15 3.5 0.55 258. 144 258. 133 75 N.A. 7 1 3.3 123 123 134-914 10. 7m L t. 450 2 l✓lanh o/e C-4 21.0 1.40 1259041 257950 75 N.A. 7 1 46.2 120 124 134-937.5 13m ,'fit. 300 2 /n/e t Pie 270 0.30 259680 258.410 75 N.A. 7 1 15. 1 1 121 125 134-945 375 2 Inlet 5-/5 18. 7 0.55 259452 258 359 75 N.A. 7 1 15.6 126 126 134-945 375 2 Inlet C-15 2.5 0.51 1259 359 259 J47 75 N.A. 7 1 2 3 127 127 134-945 11.5m Lt. ✓ 450 2 Manhole C-4 31.0 0.84 258139 258 041 75 N.A. 7 1 44.5 123 128 134-980 300 2 Inlet B-15 20. 1 0.59 1 258.719 259619 75 N.A. 7 1 173 129 129 134-980 375 2 Inlet C-15 1.2 0.57 125x,619 258 608 75 N.A. 7 1 1.2 130 130 134-980 12.3m 1-t. 375 2 Manh o/e C-4 35. 0 0.82 258 461 258199 75 N.A. 7 1 44.0 127 131 144-025 300 2 Inlet 5-15 20. 1 0.59 1259 104 259.004 75 N.A. 7 1 17.3 132 f 132 144-025 375 2 In/et C-/5 1.2 0.57 '259 004 258 99 75 N.A. 7 1 2. 0 133 133 144-025 12 8m L t. 375 2 Manhole C-4 45.0 0.89 258 846 258509 75 N.A. 7 1 60.4 130 134 144-195 300 2 /n/et B-15 19.8 0.59 258.129 258.024 75 N.A. 7 1 17. 1 135 135 144-195 375 2 Manho le /-15 650 1.21 257859 256884 75 N.A. 7 1 113.3 138 137 144-260 300 2 /n/et 8-15 19.8 0.59 256.772 256 673 75 N A. 7 1 171 138 136 144-260 375 2 Manhole /-15 670 1.39 256.342 2,55 JJ7 75 N.A. 7 1 132 3 141 140 144-327 300 2 Inlet 8-15 19.8 0.59 255. 194 25509 75 N A. 7 1 171 141 141 144-327 450 2 Manhole J-15 58.0 1.03 254.815 259962 75 N.A. 7 1 979 145 W 142 DELETED 143 144-385 300 2 Inlet 8-15 16.2 0.34 254.165 254. 115 75 N.A. 7 1 9. 7 144 144 144-385 ✓ 375 2 In/et C-15 1.8 0.67 254. 115 254. 106 75 N.A. 7 1 1.9 145 145 144-385 11.3m L t. 450 2 Manho le C-4 375 1.36 259492 253391 75 N A. 7 1 80.3 151 0 146 144-405 375 2 Inlet C-15 16.8 0.36 259 597 253.522 75 N.A. 7 1 12. 1 149 147 144-405 300 2 /n/e t 5-15 16.2 0.49 25 3 64 253.59 75 N.A. 7 1 12.2 146 0 I N 148 DELETED 0 149 144-422.5 375 2 117/et C-15 23 0. 46 259522 259 382 75 N.A. 70 1 19. 1 150 150 14-1-424.5 375 2 Inlet C-15 1.5 0. 76 t 25.382 253.362 75 N.A. '70 1 1.8 151 151 144-423.3 14. 7m L t. 450 2 Manho le C-4 16.0 1. 77 252512 252272 75 N.A. 7 1 43. 7 184 0 FILE �..�. ..�S ^r ,•�� ,� %,, I�ECO��Ih,N I�r;D INDIANA NONE 3��3 o � �•.��G�srEq�a.y •.� FUK AI'PRO�'=� Q3 �QCj VERTICAL SCALE DESIGNATION No. ��u�= DES �s - - DEPARTMENT OF TRANSPORTATION I _ I NGIl�EER DATE 7r _ NONE 9980500 Butler Fairman Seufert - PE6o91 0078 -- - oNS „Na tNO 1 N �t,=5 _-° . ' ¢_ SURVEY BOOK SHEET _ �� '• STATE OF �C/� DJI GSM " 8450 WESTFIELD BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G I �C/ DL IGi� D: _ D�lA��N ; _ _ INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 ��i /NDIANp`.. �� 8 0 F 119 C _ ,,Fss ,,. - - - _ STRUCTURE DATA z � FAX 317 7113 FAX 2619 76932377 ��/ TONAL V�� 1 I)�I CONTRACT PROJECT J] . � CHECKED: _ CHECKED: _-_- --- -- - - -- - -- _ - _- R-2 7940 STP-IN50(001 ),IN48( 032) STRUCTURE DATA LOCATION FLOW LINE z ,`j MANHOLE, INLET ° J � z Q o GRATED SAFETY ,� - o LJ LJ w w Q � o J w w �' M ETAL m ~ I� CATCH BASIN, OR = � � � � �„ � zz cn Q x m m U z i-- BOX END w m SIZE ° SPECIALTY w Q z Q c� I' o c�L� E- " "' F- wo END m E- �� U w STATION } z w > w � w > w w Y z Q z REMARKS cn �- w w m v� U �- � w m o� cn w�- SECTION g m o z � 0 STRUCTURE w o m � O E- w I1 w = Q w m y >m U �' � my SECTION U w z = w cn U U) o 0 v) cn o Q m Q L`�- o -w c O I- m O cnm mm wUn U � 0 m z Lire A " Cont'd J m U mm a- m m ELEV. ELEV. YEAR m3 Mg Mg EA. TYPE SLOPE EA. TYPE SLOPE EA. Mg m2 152 14-1-480 ✓ 3600 x 2130 Precast Arch Box 70. 4 0. 71 251024 250884 75 A 70 1 716.5 270 244 Ri ro 0. 75m Min. Dfg th 153 14+483 34.Sm L t. 600 2 Manhole C-4 3.2 0.3 251732 251700 75 N.A. 70 2 32 152 154 14+502.6 ✓ 450 2 Pie 24.8 0.6 252222 252.098 75 N.A. 70 2 279 1 153 155 14-1-500 450 2 Inlet C-15 8. 0 2. 18 252.262 252.222 75 N.A. 70 1 26.8 1 1 Ou Le t Pi e 156 14+500 450 2 Inlet C-15 14.4 1.5 252.334 252.262 75 N.A. 70 1 33. 7 155 Line 'PR-2" 158 4+858.5 300 2 Inlet 5-15 18.6 1.03 259.232 259.139 75 N A. 1 70 1 25. 1 159 159 4+858.5 375 2 Inlet C-15 48.5 1.25 259. 139 258 6541 75 N A. 70 > 870 Connect to Existln 160 4+9079 18.45m Lt. 300 2 Inlet 9-15 10.6 0.81 260.200 260.185 75 N.A. 70 1 11. 7 161 161 4+915 300 2 Inlet C-15 16.5 0.85 260. 185 260092 75 N A. 70 1 18.9 162 162 4+915 375 2 Inlet C-15 2. 0 0.84 2600-92260 092 75 N.A. 70 1 2.6 163 163 4+915 12-3m Re. 375 2 Manhole C-4 56.5 0.95 259.750 25,9185 75 N.A. 70 1 80.0 1 159 164 4+959 375 2 Inlet C-15 16.6 0. 48 260896 260813 75 N.A. 70 1 14.2 165 165 4+959 375 2 Inlet C-15 2. 1 0.53 260.813 260.798 75 N.A. 70 1 1.9 166 166 4+959 10. 1m Rt. 375 2 Manhole C-4 44. 0 0.98 260.798 260 468 75 N.A. 70 1 64. 0 163 167 5+090 300 2 Inlet B-15 10.2 0.57 260.706 26065 75 N.A. 7. 0 1 8.6 168 168 5+090 375 2 Inlet C-15 92. 0 0.60 260 655 260 4,95 75 N.A. 70 1 31.8 12 I Line 'PR-3" 169 4+983 300 2 Inlet 5-15 19.4 0.60 1259.157 259.065 75 N.A. 70 1 16.0 170 170 4+983 375 2 Inlet C-15 6.0 0.63 1259.065 259.040 75 N.A. 70 1 6.2 40 Line 'PR-4" - __.- 171 4+927.5 9. Im L t. 300 2 /n/et E-7 9.2 0.30 259.64 259.54 75 A 7. 0 2 1.2 172 172 4+937 5, 9. 1m L t. 375 _ 2 Inlet F-7 18. 7 0.30 125,9.458 25,9 269 75 A 70 2 10 174 173 4+957 300 2 Inlet 5-15 11.9 0.57 25988 259824 75 N.A. 70 1 10.0 175 174 4+957 9. 1m L t. 450 2 Inlet F-7 2.8 0.53 ,259.000 258 972 75 N.A. 70 1 2.9 175 175 4+958.8 450 2 Inlet 1-15 33. 0 0. 41 258130 257958 75 N.A. 70 1 29.2 1 176 176 13+861 34m L t. 'A " 1200 2 Manhole K-4 19.5 1.2 25770 25765 75 N.A. 7 1 102. 7 177 Connect to Exl:5tln a Pi e from West 177 13+861 7m L t. 4 " 1200 2 Manhole K-4 22.0 1.8 257.65 257 602 75 N.A. 7 1 94.9 177A 177A 13+861 75m Rt. 'A " 1200 2 Manhole K-4 53.2 0.86 257 012 256. 746 75 N.A. 7 1 229.5 60 2. 4 88 Ou tle t Pi 2 e 178 5+059.3 375 1 Cross Pie 22.8 0.35 25743 257101 75 A 70 1 16. 1 2 179 5+076.5 300 2 Inlet C-15 12.5 0. 71 257101 257076 75 N.A. 70 1 12.4 180 180 5+084.5 375 2 Inlet C-15 4. 9 0.55 257 076 2,57 067 75 N.A. 70 1 4.6 1 Ou t/e t Pi e 181 5+091.3 6. Im L t. 300 2 Pie 14.3 0.3 257.28 257.259 75 N A. 0 1 8. 0 1 179 Line PR-5" 182 14+468.83 '4 " 30.85 300 2 Inlet B-15 23. 7 0.60 • 253381 25326 75 N.A. 70 1 20. 7 183 182A 14+469. 00 4 " 40. 0 450 Sanitar 2 Manhole C-4 Sanitary 36 3.6 250.701 250 624 75 N.A. 70 1 208.6 307 wl 0.6m of 450mm Stub wl Tem . Bulkhead 183 14+444.34 4 " 30.84 ✓ 375 2 Inlet C-15 8. 7 0.60 25326 253.219 75 N.A. 7 O 1 8. 7 185 m 184 14+431.8 '4 '; 29.8 750 2 I,7/e t G-7 5.5 0.65 25J 000 252970 75 N A. 70 1 10.8 185 185 14+436.2 'A '; 24.6 1200 2 Manhole /-4 40 1.4 251.732 251468 75 N A. 70 1 233.4 152 186 14+434.0 'A " 25.3 ✓ 600 2 Pie 17.5 2. 1 252.67 252.588 75 N.A. 7.0 1 67.3 1 187 187 5+045.67 600 2 Manhole C-15 32. 0 1.3 252588 252268 75 N.A. 70 1 80.3 190 188 1 5+060 300 2 Inlet 8-15 12. 1 0.57 25,T4,9J 253.43 75 N.A. 70 1 10.2 187 189 14+472.2 'A " 300 2 11711("t B-15 1.5 2. 1 1251., 251.120 75 N.A. 70 1 4. 0 1,90 190 14+473.6 'A " 28 8 ✓ 600 2 Marh o/e C--4 70 2. 1 251.120 251.085 75 N.A. 70 1 28. 1 1 152 0 300 13+491.2 'A " � ._ . Reconstr. Exist. Manhole 301 13+614.6 4 " Reconstr. Exist. Manhole 302 13+723.8 'A " Reconstr. Exist. Manhole 303 13+725.4 'A " Reconstr. Exist. Manhole 304 13+845-9 ';4 " Reconstr. Exist. Manhole 305 13+987 'A " Reconstr. Exist. Manhole 306 14+212.2 'A " Reconstr. Exist. Manhole 307 14+438. 4 'A " Reconstr. Exist. Manhole 308 14+468.8 ';4 " Reconstr. Exist. Manhole , - --- -- -- -- - ��i�iuiui�� ---- �--- --- - ----- ----- - HOIZIIONTAL SCALE FILE �`��`�� L J. /s ��,,� RE( O11N1E,\'DED NONE ;3713 �� G1STEl�'� --,, > > > INDIANA Q) . .-. Q'. Fo 9C� FOR AI I ItiU� AI ' -_ -�1- � ERTIC'aL SCALE DESIGNATION o: No, cn _ _ _ DEICrN ENGINEER DATE DEPARTMENT OF TRANSPORTATION NONE 9980500 Butler Fairman Scufert =_ PE60910078 _ ------- - ------ ---- � DESI(atiLD:--- I)II �I)I�_,ti1N: \S i SURVEY BOOK SHEET CON S U L 1 1 N O t N Q I N t t t2 S Q - STATE OF �` 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G �� ''90 86 OF 119 INDIANAPOLIS, IN. 46240 219 769-2333 LVILLE, IN. 46410 -" 61 NDIANP.. '�\``� STRUCTURE DATA FAX 317 713-4616 FAX 219 7692377 ��NA� � (,�1E�. IS1:D. - i�� - �HE(_K D. ��1-- -- CONTRACT(� �o �TP-1� PROJECT I8� (]�'�� - -- S TRUC TORE NUMBER 70 72 7�3 74 75 76 ? 78 79 20 27 22 23 24 25 26 2 7 28 29 30 �37 32 PIPE TYPE / SHAPE 2 2 2 2 2 2 2 _ 2 2 2 _ 2 - 2 2 2 2 2 2 2 2 2 2 2 2 SMOOTH PIPE SIZE 375mm 300mm 375mm 375mm 375mm 450mm 375mm 300mm _ 375mm 450mm _ 300n7m 375mm _ _450mm 300mm 375mm 600mm 1200mm 1200mm 300mm 375mm 1200mm 375mm 1200mm CORRUGA TED PIPE SIZE 375mm 300mm 375mm 375mm 375mm 450mm 375mm -_ 300mm 375mm 450mm 300mm 3751-nm _ 450mm 300mm 375mm 600mm 1200mm 300mm 375mm 1200mm 375mm 1200mm 1 CL A SS --- - - - II II II II ZZ IT ZZ II ZZ RCP/ RCHEP (S) RA TING 50 � Z _ NON-REINFORCED CONCRETE PIPE, --__ - _ -- CLASS 3 S' T CORRUGA TED PE P/PE, TYPES S _ OK OK OK OK _ _ OK - OK - OK RIBBED PE PIPE S _ -___-_ _ - _ _ - _ OK 0 - SMOOTH WALL PE PIPE S MAXIMUM DR ' __ 6.DO OK- PROFILE WALL PVC PIPE S _ _ K K K - _ _- K OK -_ OK OK OK SMOOTH WALL PVC PIPE S _ _ _ K- X15- ____. _ __ OK - K _ OK OK - V/TR/FIED CLA Y PIPE EXTRA STRENGTH S OK _ ___OK ____� OK 2K OK _ --_ _-_ OK _ OK �1� v FULL Y B/T. PA VED & LINED (S) CORR. PROFILE 68mmX13mm 6dm'-nx1jmm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm _- 75mmX25mm 68mmX13mm 75mmX25mm 68mmX13mm 75mm7m mm THICKNESS 2 77mm 2 77mm 2. 77mm 2. 77mm 2 77mm 2. 77mm - _ 2. 77mm 2 77mm -_. 2. 77mm 2. 77mm 2. 77mm 2. 77mm 2. 77mm -_ 2. 77mm 2 77mm 2. 77mm 2. 77mm PROF/LE ZINC COATED (C) THICKNESS /C -� ZINC COA TED W/ BPI (C) CORR. PROF/LE --..----� _--- - - -- --- - - - --- -� -- THICKNESS _co"'?"?. PROFILE- ALUM COATED TYPE 2 (C) THICKNESS --- - -- - - ---- --- -- - -- - - - AL UM. COA TED TYPE 2 W/ CORK PROFIT E - �, BPI (C) TH/CKNESS _ --- - - --- -- W POL YMER PRECOA TED CORR. PROF/L E GAL VANIZED C TH/CKNESS - W POL YMER PRECOA TED CORR. PROF/LE - ' GALVANIZED W BPl C THICKNESS FIBER BONDED BITUMINOUS CORR. PROFILE COA TED C _THICKNESS FIBER BONDED BITUMINOUS CORK. PROFILE_ - v COA TED W/ BP/ (C) THICKNESS _ — CORRUGA TED AL UM. ALLOY CORR. PROFILE - P/PE C THICKNESS --_- - _ -- - -- - - - - - CORRUGATED ALUM. ALLOY P/PE CORK. PROFILE W BPl C THICKNESS STR. PLATE ALUMINUM CORK. PROFILE AL L O Y PIPE C THICKNESS - STR. PLATE ALUMINUM ALLOY CORR. PROFILE -_ -- - PIPE W CFP C THICKNESS _-- CORR. PROF/L E STR. PLATE STEEL PIPE (C) THICKNESS ST?. PLATE STEEL PIPE CORR, PROFILE - W CFP C THICKNESS S TRUC TURE NUMBER ,33 J4 ,35 :36 37 `38 J9 40 41 42 41 44 45 46 47 48 49 50 57 52 5J 54 55 PIPE TYPE / SHAPE _ 2 _2_ 2 2 _ 2 2 2 2 2 2 2 , 2 _ 2 2 2 2 2 2 I 2 2 2 2 SMOOTH P IPE SIZE _ _ _ 3oOmm 300mm 375mm— 1200mm I -300mm 375mm- 1200mm 1200mm 300mm 375mm 450mm 300mm 375mm 375mm 300mm 375mm 375mm 300mm 375mm 375mm Connects 375mm 300mm CORRUGA TED PIPE SIZE 300mm _ 300mm 375mm 1200mm TT 300mm 375mm 1200mm 1200mm_ 300mm 375mm 450mm 3oomm 375mm 375mm 300mm 375mm _375mm 300mm 375mm 375mm to 375mm 300mm CL A SS _ ----- --- _- a II II II -ZZ II II _ ZZ II _ II II 1Z II 1Z II _ IT Exis tin Pi II II RCP/ RCHEP (S) D 0,O/ RA TING 5 50 50 50 - - 50 - NON-REINFORCED CONCRETE P/PE, CLA.SS_� S� may,_ _ _ OA' _ Q(� - __�f�_ OK _ OK __ OK- CORRUGA TED PE PIPE, TYPE S (S) __ _ QK - --- - OA' OK RIBBED PE PIPE S - ----- -- ---- -t---- --- - ------- -- - --- - -- -- -- -- -- - - -- OK - ----- --- --- -- SMOOTH WALL PE PIPE S MAXIMUM D r _� _ [1 %.00 -- _ _ _ _ -_ _—-_ OK126, 00 OK126-00 OK 00 PROFILE WALL PVC PIPE (S) OK OK OA' OK SMOOTH WALL PVC PIPE S ___ -- --__-�! — — OK ---- - - -- - OK OK- V/TRIP/ED CLA Y PIPE EXTRA STRENGTH /S _ - OK -CK _ - -- !�- -- �K- -----�2K- QK- v FULL Y B/T PA VED & LINED (S) CORR. PROFILE __ 68mmX13mm 75mmX25mm, _ 68mmXl3mm 75mmX25mm 75mmX25mm 68mmXl3mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm TH/Cr'!NESS _ 2 77mm- 2. 77mm 2. 77mm 2. 77mm 2. 77mm 2. 77°77m 2. 77mm 2 77mm 2. 77mm 2.77mm_ 2 77mm 2 77mm 2 77mm 2. 77mm CORR W ZINC COATED (C� TH/ . P_RCF'LE __ - - --- - _-- -- - - - CKNESS - --_ -� ZINC COA TED W/ BP/ (C) CORR. PROFiLE - TH/CKNESS CORR. PROF/LE _ AL UM. COA TED TYPE 2 (C) THICKNESS --- ALUM. COATED TYPE 2 W/ CORR. PROFILE -_.-_.- _--.._—- --- --- -- �, THICKNESS - W POL YMER PR -COA TED CORK. PROFILE GAL VANIZED (C) THICKNESS - POL YMER PRECOA TED CORR. PROF/LE o W GAL VAN/ZED kVZ BP/ C TH/CKNESS _ - - - - FIBER BONDED B/TUM/NOUS CORR. PROFILE COA TED C THICKNESS ° FIBER HONDED BITUMINOUS CORK. PROFILE _ v COATED W/ BPI (C) THICKNESS a CORRUGATED ALUM. ALLOY CORR. PROFILE PIPE C THICKNESS ---- CORRUGA TED AL UM. ALLOY PIPE CORK. PROF/L E _ _-.—_ --- W BP/ C THICKNESS STR. PL TE AL UM/NUM CORK. PROFILE ALLOY PIPE C THICKNESS --- STR. PLATE ALUM/NUM ALLOY CORR. PROF/LE PIPE W1 CFP C THICKNESS STR. E PLATE STEL PIPE (C) CORR, PROFILE TH/CKNESS ** - STR. PLATE STEEL PIPE CORR PROFILE _---- W CFP C a LEGEND RCP- REINFORCED CONCRETE STR- STRUCTURAL PIPE RCHEP- RF/NFORCED CONCRETE- HORIZONTAL CFP- CONCRETE F/ELG P14 ViNG , �� i� HORIZONTAL SOLE FILE G _FILL/PTICAL PIPE �S)- SMOOTH PIPE MA TER/AL �� i ` A '/ FOR A1,111,111111111111111111 -- 5 DESIGNATION PE- POL YETH'YLENE (CJ- CORRUGA TED PIPE MA TERIAL J l '� - ��` �� ..... . ... .9 NONE 37-I3 0 L S DR- DIMENSION RATIO - `Q? P�GNo �O9n �' �1-0 DEPARTMENT OF TRANSPORTATION VERTICAL SCALE oo�o oo Q) OK- ACCEPTABLc Ord USE _ Q (!� _ DESI(a \ E UIN EER D.�l E ONL PVC- POL YVINYL CHLORIDE LOCK SEA P'PE RECrUIRED Butler Fairman Seufert BiT- B/TL1"11VOUS (LS)- = PE60910078 = — - — - oNS , o NO Ntts ,-o .. :' �_ SURVEY BOOK SHEET STATE OF ! �/� DESIGNED: DJI DRAti� BEH CORK- CGRRUGAT�OIV "*_ TABULATED THICKNESS 8450 WESTFIELD BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G �� /�� : ___- -_ -__ u 7CJD I3 ( OF I I� O REFERS TO /OP & SIDE PL TES. INDIANAPOLIS IN. 46240 MERRILLVILLE,�IN. 46410 �� DIAN.• ��,�� -- -- PIPE MATERIAL SHEET CONTRACT w i / P..'' 7 BPI- BITUMINOUS PAVED /N6'ERT BOTTOM PLATES SHALL SE OF FAX 717 713- 219 769-2333 �, l�Z DJl 1C'T P'ROJEC'T M ALUM- ALUMINUM NEXT GREATER AVAILABLE THICKNESS. FAx 3n 713 461s FAx 219 �s9 z3�� e��NA�� CHh�C hL' D. �IIE(_hED. - --- - R-? r9�0 STP-I�'50(001 ),IN �8( 03�) y STRUC TURF NUMBER 56 57 58 59 1 60 67 1 62 63 64 65 66 67 68 69 70 71 72 7J 74 75 76 77 78 PIPE TYPE / SHAPE 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SMOOTH PIPE SIZE _ ConnectS _ 300mm 300mm 375mm 750mm 300mm 375mm 750mm 300mm 300mm 375mm _750mm 375mm 750mm 375mm 375mm 300mm 375mm 600mm 300mm 375mm 600mm 300mm CORRUGA TED PIPE SIZE to 300mm 300mm 375mm 750mm 300mm 375mm 750mm_--_ 300mm 300mm 375mm 750m_m_ _ 375mm 750mm 375mm 375mm 300mm 375mm 600mm 300mm 375mm 600mm 300mm RCP/ RCHEP (5) CLASS Exis tiro Pie II 1 II II I II ZZ ZZ II .ZT _ 1Z II II _-- II IT II IT _ _-IT II II LZ IT IT jj D0,01 RATING - 60 50 50 50 50 _ 50 50 -- SQ- 50 50 50 50 ,52 _ _ 50 50 50 50 50 NON-REINFORCED CONCRETE PIPE, CLASS 3 S - O/t _ OK, �71�-_ _ _�K OK OK _ —�� CORRUGA TED PE PIPE, TYPES S _ _ �/ R/BRED PE PIPE- S _ _ _ _ _ _ OA' OK K SMOOTH WALL PE PIPE S MAXIMUM DR t OK 00 OKZ26.00 PROR E- WALL PVC PIPE S _ _ -- - - - _ -� _ K SMOOTH WALL PVC PIPE- S -- _ _ - - - - - OK K VITRIFIED a Y PIPE EXTRA STRENGTH S -- ) OK OK QL�_-_ _QK- --_.-_ _ 0A, -_QK { OK v FULL Y BIT. PA VED & LINED (S> CORR. PROF/LE _ - 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm — — 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13rr�m THICKNESS 2. 77mm 2. 77mm 2 77mm 2 77mm 2. 77mm 2 77mm 2. 77mm 2 77mm 2 77mm 2 77mm_ 2. 77mm 2 77mm 2. 77mm 2 77mm ZINC COATED (C) CORR. PROF/LE THICKNESS -- - -- ------ ±- - - --- ---------- -- - ---- CORR. PROF/LE ZINC COA TED W/ BP/ (C) THICKNESS -- - - - -- - - LIJ ALUM. COATED TYPE 2 (C) CORR. PROFILE THICKNESS AL UM. COA TED TYPE 2 W/ CORK PROF/LE BP/ C) THICKNESS _ -- - -- - POL YMER PRECOA TED CORR. PROFILE � GALVANIZED C THICKNESS - --- - - -- -- _ _- - - - _ _ - - -- ---_ ------- __ - _--__ _ -- - W POL YMER PRECOA TED CORR. PROF/L E ` GAL VANIZED W1 BP/ C THICKNESS _ C� F/BER BONDED BITUMINOUS CORR. PRORL E COA TED C THICKWESS FIBER BONDED BITUMINOUS CORR. PROOF/L E v COA TED W/ BP/ (C) THICKNESS CORRUGATED ALUM. ALLOY CORR. PROFILE PIPE C THICKNESS -± - - - - - - - -- CORRUGA TED AL UM. ALLOY P/PE CORR PROFILE W BP/ C TH,"CKNESS STR. PLA TE AL UM/NUM CORR. PROF/LE --------- — - ALL 0 Y PIPE (C) TI HICKNESS - -- ---- --- -- - + --- -------- f- -- --- - - - - _- - - STR. PLA TE ALUMINUM ALLOY I CORR. PROFILE PIPE W CFP C THICKNESS - -�- -- ---�_ - -- - -- -- ---- -------- CORR. PROF/LE ST? PLA TE STEEL PIPE- (C) - - - - ----—- - - -- THICKNESS ** - STR. PLA TE STEEL PIPE CORR. PROFILE W CFP C THICKNESS ** - - ---- - - - - - - STRUC TURF NUMBER 79 j 80 51 82 8i 84 85 '0 87 11 88 89 1 90 9 92 913 94 95 96 97 98 99 /00 10/ PIPE TYPE / SHAPE 2 2 2 2 2 2 2 _ 2 _2 1 2 2 _2 2 2 2 2 2 2 2 2 1 2 2 SMOOTH PIPE SIZE 375mm 450mm 30C! STRUCTURE /NUMBER 702 703 104 705 706 707 108 709 770 �� 772 173 774 175 776 177 778 719 720 27 722 723 724 PIPE TYPE SHAPE 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 300mm 375mm 375mm 300mm 375mm 375mm 300mm- 375mm 600mm _ 300mm 375mm 600mm _ 300mm 375mm 600mm 300mm 375mm 450mm 30 m 2 CORRUGA TED PIPE SIZE _ _ 375m 7?_ _300mm 375mm, 375mm _ 300mm 375mm 375mm 300mm 375mm 600mm 300mm 375mm- 600mm 300mm 375mm 600mm 300mm 375mm 4 O m 375mm 450mm 300mm RCP/ RCHEP (S) CLASS-_ _____ - _ _- _ � � I - } -- IT � - IT - IT 50mm 300mm 375mm 450mm 300mm D RA TING -_�Q ---�Q _5�— j — 17 II II IT IT II II II II NON-REINFORCED CONCRETE P/PE, CLASS 7 S _ � - ----�� --5Q. OK -_�L% QK- OK - OK K--- -- _ �111� CORRUGA TED PE PIPE, TYPES S' K - - � - - - _ 50 50 50 150 50 50 50 R/BRED PE PIPE S _ _ - SMOOTH WALL PE PIPE S/ MAX/MIJM OR - i - --- - -- --- __ PROFILE WALL PVC PIPE - OX SMOOTH WALL PVC PIPE S _ -- - -- ---___-__ - _- - O-KI26,00 V/TR/F/ED CLAY PIPE, EXTRA STRENGTH 'S)_- -- -�� _- OK Qom - - - �_ --Q -- - v FULL Y BIT. PA VED & LINED (S� CO,�'R_ ,°ROF/l_E 68mm,r 13mm_ - 68mmX13mm 68mm,V13mm 68,mmXl3mm 68mmX13_mm - _ NESS 68mmX13mm 68mmX13mm _-__ - 68mmX13mm 68mmX13mm _ 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm THICK _ _ 2. 77mm _ 2 77mm 2_-77mm 2. 77mm 2. 77mm - --- --- 2. 77mm 2. 77mm 2. 77mm 2. 77mm CORK. PROFILE - 2. 77mm 2. 77mm Z/NC COA TED (C) THICKNESS-_ - _ _- --� -- - _ -_ __ _ - - - _-- - - - 2. 77mm 2. 77mm 2. 77mm 2. 77mm co??. PROF/LE - ---- - - - - - - - ------- � Z/NC COA TED W BP/ (C) TH ICKNESS - -- - --- _ ALUM. COA TED TYPE 2 (C) CORR. PROF/LE- ----- --- -- - -- - -- --- --- --------- - -- ----- - ----- ---- -_ --- _ - THICKNESS - -_--- --- _ - AL UM. COA TED TYPE 2 W/ CORR. PROFILE - W BPl (C) -- W POL YMER PRECOA TED co/?/,?. PROF/LE - - `'� GAL VANIZED (C) TH ICKNESS - ---- - ----- -- -- - - - POL YMER PRECOA TED CORK. PROF/L E -- - --- - - -- - -- -- GAL VAN/ZED W1 BP/ C THICKNESS j F/BER BONDED B/TUM/NODS CORK. PROFILE COA TED C _THICKNESS FIBER BONDED SI TUM,INOUS CORK. PROF/L E COA TED W/ BP/ (C) THICKNESS --- - CORRUGA TED AL UM. ALL O Y CORR. PROFILE - --- -- - - _PIPE (C) TH ICKNESS -- -- ----- ----- --- ---- _ _ CORRUGATED ALUM. ALL PIPE CORR. PROF/l_E W BP/ C ---- STR. PL TE AL UM/NUM CORR. PROFILE - - -- ------- -ALL O Y PIPE C THICKNESS - - -- - - --- - STR. PLATE ALUM/NUM ALLOY CORK - P/PE W CFP C THICKNESS - STR. PL TE STEEL PIPE (C) CORR, PROF/LE _---- - - - - - ---- - ----- _ - TH,ICK,NESS • R. PLATE STEEL PIPE CORK. PROF/LE -- --- - - - - THICKNESS * - - ----- - -- _ - -- --- - S 7RUC TURF /VUMBER 125 126 727 126 729 730 737 1,32 733 734 7`35 7,36 157 738 7L39 140 747 142 74 3 144 145 746 747 PIPE TYPE SHAPE 2 2 2 2 2 2 '' 2 2 2 2 2 2 SMOO TH PIPE SIZE -- L — - 2 2 2 2 2 2 2 __ 375mm 375mm 450mm -300mm 375mm 375mm 300mm 375mm 375mm 300mm 375mm _ 300mm 375mm 300mm 450mm 300mm 7 CORRUGA TED PIPE SIZE 375mm _ 375mm 450mm 300mm 375mm 375mm 300mm 375mm 375mm 300mm 375mm 3 5mm 450mm 375mm 300mm CLASS _ 300mm 375mm _ 300mm 375mm 450mm 375mm 300mm IT IT IT II II 300mm 450mm RCP RCHEP (S� D RA T/NG � - -� --- - � II IT IT II Ij � �- � � � � NON-REINFORCED CONCRETE P/PE, CLASS 3 (S� _ Q_ �- -- -- CORRUGA TED PE PIPE, TYPES (S) OK - _--� �A- - - --� - ---- - --- __ R/BBED PE P/PE S - ----- -- -- K SMOOTH WALL PE P/PE S MAX/MUM DR - ------ _____ _ _-- K.00 PROF/L E WALL PVC PIPE (S) OK _ QK K K ----- -- ---- 04Z26, 00 -- - - --- SMOOTH WALL PVC P/PE S K _ _ QK K K -- -- - --- ------- ---� --- ---- _ ___ -- - V/TR/F/ED CLAY PIPE, EXTRA STRENGTH S - Q� - - - OK _ - - v FULL Y B/T PA VED & LINED (S> CORR. PROF/LE 68mmX13mm 8 mX13mm 68mmX13mm 68mmX>3mm 68mmX13mm OK �68mmAl 68mmX13mm 68mmX13mrn z THICKNESS 2. 77mm 2. 77mm 2. 7 %nm ----- - -�--- 681 nmX13mm 68mmX13mm OK OK Q _ 2 77mm 2. 77mm -__ - 2 7 I _7m ___ 2. 77mm_ - 68mmX13mm 68mmX13mm 68mm113mm CORR. PROF/LE Z/NC COA TED (C) _- - 77mm _-_ 2. 77mm 2. 77mm THICKNESS - - - _ _- _- --- 2 77mm 2 77mm 2. 77mm - -- CORK. PROF/LE � - ------- ------ --_ - - -- ---- ----- ------ Z/NC COA TED W/ BP/ (C) THICKNESS AL UM. COA TED TYPE 2 (C) CORR. PROF/L E --- - - -- -- - _THICKNESS - - - -- --- -- ALUM. COATED TYPE 2 W/ CORK. PROFILE --- -- - ---� - - - W BP/ C) THICKNESS - POL YMER PRE-COA TED CORK. PROF/L_E - ---- _ _- -- -- - GAL VAN/ZED (C) THICKNESS_ POL YMER PRECOA TED CORR. PROF/LE ----- - -- - GAL VAN/ZED W BP/ C TH/CK�^✓E.SS - - - - - - jF/BER BONDED B/TUM/NOUS COR_R. PROF/L E _ COA TED C _ THICKNESS - F/BER BONDED B/TUM/NODS --- v COATED W/ BP/ (C) 71-//CKNESS__ - - -- Q) CORRUGATED ALUM. ALLOY CORR. PROFILE --- -- - - - -- P/PE C I THICKNESS ---- --- -- - - --- _ - CORRUGA TED AL UM. ALL O Y PIPE ; CORR, PRORLE -- W BP/ C THICKNESS__ 5 TR. PL A TE AL UM/NUM ALLOY PIPE C THICKNESS _ --- - -- - - ---- - -- -- -- - ---- - - - _ _ - STR. PLATE ALUM/NUM ALLOY CORR-._PRORI- -- - - - —PIPE W CFP C TH/CNESS - ----- - - _-_- -- -_ __ _ -- - - - COR_R. PRCF/LE - -- ------- - 5TR. PL TE STEEL PIPE (C) THICKNE,SS ` --- - --_ __ j ------ -- - �PL TE - STEE S TR. L P/PE CORR. PROS/LE - - ------- - --- �- --- W CFP C - --- r - -- - LEGEND M RCP- REINFORCED CONCRETE ST'?_ STRUCTURAL PIPE CFP- CONCRETE D PAVING RCHEP- REINFORCED CONCRETE FIEL o HORIZONTAL ELL/PT/CAL PIPE (S)- SMOOTH PIPE MA TER/AL �� i� -- - - o PE- POL YETHYLENE ��`� J ��i,�� ,' J HORIZONTAL HORI701� I��L SCALE FILE (C)- CORRUGATED PIPE MA TER/AL ��` RECOMMENDED I) INDIANA �Q�� 37_13 ...... ..... ,9 % FOIZ AI I RO��:� 03—�-0� �� •.•�G1STEq .•.9 .l _ - NS/ON RA T/O OK- g CCE,P L4 9LE FOR USE Q.:. Q a'._ - r , c PVC- POL YV/NYL CHL OR/DE VERTICAL 5 C'.�LE DESIGNATION BIT- BITUMINOUS (LSD- LOCK SEAM PIPE REQU/RED Butler Ua;rman Scufcrt - � � ��E�ICa� � �crl�r �� I)AT�; DEPARTMENT OF TRANSPORTATION PE60910078 NONE 9980500 r� •... �\III 1 7 , - _ - C'O N S U L I I N�' t N G I N t t F-2 S CORR- CORRUGA T/ON * - TABULA TED THICKNESS '• STATE OF <v- I3 E H S L R E 1 BOOK SHEET r 8450 WESTFIELD BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G 0 W DESIGNED:D: - I)<JI DRAWN: - - - - - BI TUM/NOUS PA VED INVERT REFERS TO TO, & SIDE PLA TES. INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 �1i �NDIA10..•' `� PIPE MATERIAL SHEET .,9 0 BOTTOM PLATES SHALL BE OF 317 713-4615 219 769-2333 ��iFcS' � � — 89 OF 119 0 ALUM- ALUMINUM NEXT GREATER AV4/LABLE THICKNESS FAX 317 713-4616 IHX 219 769-2371 '�.,S�ONAL �` ('�jjJC'hED: ILL I('Lj)� ('j�Ej); DJI CONTRACT PROJECT -- -- _ R-27940 STP-IN50(001 ),I'\48(032) sTRUC rURE /NUMBER 748 3 749 750 151 1152 15 154 155 156 157 758 159 160 767 162 161 164 765 766 767 768 769 770 PIPE TYPE / SHAPE 2 2 2 _2 2 2 2 _ 2 _ — 2 2 2 2 2 2 2 2 2 2 SMOOTH PIPE S/ZE 375mm 375mm 450mm 3.6m X 2. 13m 600mm 450mmSOmm 450mm 300mm 375mm 300mm 300mm 375mm 375mm 375mm 375mm 375mm 300mm 375mm 300mm 375mm CORRUGA TED PIPE SIZE 375mm 375mm 450mm 3.6m X 2. 13m 600mm 450mm _ 450mm 450mm 300mm 375mm _ 300mm 300mm 375mm 375mm 375mm 375mm 375mm 300mm 375mm 300mm 375mm CLASS _ _ -_-- II __-- -ZI _ II- _ II _ II---_- II - _ II -- II - II - II IT II II II ZZ II II IT II IT RCP/ RCHEP (S) D 0,0 1 RA TING _ 50 -- 50 -- 0-K- NON-REINFORCED CONCRETE P/PE, CLASS 3 S �---- -- -- CORRUGA TED PE PIPE TYPE S (S) _ _. K K _ �_ K _�- RIBBED PE PIPE S _ --_ - - - - - -- _ - - -- SMOOTH WALL PE P/PE S MAXIMUM DR - - Ok 2 Q0- ---- --- ��-- PROFILE WALL PVC PIPE S _ K A' OK _ K - K SMOOTH WALL PVC P/PE S _ _ _- OL�- K -- - - - -��OK _ VITRIFIED CLAY PIPE EXTRA STRENGTH S - -�� - -� CORR. PROFILE 68mmX13mm 68mmXi 3mm 75mmX25mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm - _ 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm 68mmX13mm v FULLY SIT PA VSO & LINED (S) - --- __- - --THICKNESS 2 77mm 2. 77mm J.51mm 2. 77mm 2. �7mm _ 2 77mm 2 77mm 2 77mm, 2. 77mm 2. 77mm 2. 77mm 2. 77mm 2. 77mm 2. 77mm 2. 7 mm �j ZINC COA TED (C) CORK PROF'L E -- TH/CKES) --- --- -- CORR. PROFIT E - - - -- - ZINC COA TED W/ BPI (C) ----------- ---- _ TH,'CKNE SS _ -- -- -- - - - CORR. PROF/LE -_-- -- ---- - ---- - -- - i - - --- -- --�- - - - ---- - - AL UM. COA TED TYPE 2 (C) ,H�CK/yE_ --- ___ ---- - --- - _ AL UM. COA TED TYPE 2 W/ � CORR. PROF/LE --- -- -- - -- ---- --- - -- -- - ----- --- -- -- - _ _.. - � C) - - --� -- - - --- - - W CORK PROFILE --- - - - _ � POL YMER PRECOA TED - - ----------- GAL VAN/ZED C THICKNESS - - - _- - - ---- -- -- -- -_--._- --- - -- W POL YMER PRECOA TED --� CORR. PROFILE _ _ - - --- - - -- - -- GAL VANIZED ovz BP/ C THICKNESS FIBER BONDED BITUMINOUS CORR. PROF/LE NESS COA TED C THICK_ o FIBER BONDED Bl TUMINOUS CORR. PROFILE v COA TED W/ BP/ (C) THICKNESS - CORRUGA TED AL UM. ALL 0 Y CORK. PROF/L_F - -- ------ - -- --- --- -- -- - __ ---- ----- - - P/PE C TH/CKESS -- CORRUGA TED ALUM. ALL 0 Y PIPE CORR. PROFILE ----- - --- ---- _-_ -_- - W BPl C THICKNESS -_ - - - --- ----- ------ _ _ - - STR. PL TE AL UM/NUM CORR. PROF/LE ALLOY PIPE (C) THICKNESS -- _- ----- -- -- -- STR. PLATE ALUM/NUM ALLOY CORR. PROFILE - -- - ---- - - _ _ PIPE WZ CFP C THICKNESS --_ __ _--_.-- - - - ---- -- - STR. PLATE STEEL PIPE (C) CORR. PROF11-E - - -- - __ _ THICKNESS - STR. PLA FE STEEL PIPE- CORR. PROFILE --- - -- --�- - -------------- W CFP C THICKNESS ** S TRUC TUBE /NUMBER 7117 7 772 1,75 7 74 7 7 5 7 76 7,77 �17'A 178 1 179 780 187 � 782 182A 16 184 185 186 187 188 789 790 P IPE TYPE / SHAPE — — ? -- 2 - - _2 2 2 2 2 2 _ 1 2 2 2 _ 2 2 2 2 2 2 2 2 2 2 �nm 375mm QOmm 450mm _ 450mm 1200mm 1200mm 12 OOmm 375mm 300mm 375mm 300mm 300mm 450mm Son. 375mm 750mm 1200mm 600mm 600mm 300mm 300mm 600mm SMOOTH PIPE SIZE J00 - - CORRUGA TED PIPE SIZE _ _300mm__+_375mm jOOinm 450mm 450mm 1200mm _1200mm 1200mm __ 375mm 300mm - 375mm 300mm 300mm 375mm 750mm_ 1200mm 600mm 600mm 300mm 300mm mm -_--.- - --- -- — II --- _ZT — II II II II 5 0 ZZ ZZ 1Z II 50 .150 50 50 RCP/ RCHEP (S) CLASS ---- D RA TING _ _ -�s2 - _��Q - --- ,,�- - 5-0 �Z-- �- -- 5� --- 50 ____50 -- -_ �- NON-REINFORCED CONCRETE PIPE, CLASS 3 (S _ -- -__ - -- �f� OK CORRUGA TED PE PIPE, TYPE S (�` ) _ -.-___--_ _-- - ------- -OK -� --- - R/BBED PE PIPE S --- -- Q -Q� _ 04126-00 0412L 00 ---04125.00 SMOOTH WALL PE PIPE S MAX%MUM DR_ _ -- - - --- - Off OK O-K PROF/LE WALL PVC PIPE S -_ __-__ - K --- OK O K OK SMOOTH WALL PVC PIPE S ---QK __� OK - - - -- - - - -- V/TR/F/ED CLA Y PIPE, EXTRA STRENGTH S-_ - --_-------__ ---- --- 1� ��K - - --- -��-- - - OK OK Z CORK. RGF,�LE _ 68mmX13mm 68mmX13mm 68mmX13mm 75mmX25mm 75mmX25mm 75mmX25mm 68mmX13mm 68mmXI3mm 68mmXl3mm 68mmX13mm 75mmX25mm 68mmX13mm 68mmX13mm 68mmX13mm L, FULL Y BI T. PA VED & LINED (S) THICKNESS 2 77mm 2 77mm ?. 77mm 2 77mm 2. 77mm 2 77mm _ 2 77mm _ 2 77mm 2 77m 2 77mm 2 77mm 2 77mm 2 77mm 2. 77mm Q CORR. PROF/LE ZINC COATED (C) THICKNESS - - - --- -- -1-- CORR. PROFILE _ --- - --- ZINC COA TED W/ BPI (C) THICKNESS _ _ _ ---- - - - - -- -- -- ALUM. COATED TYPE 2 (C) CORR. PROFILE _ Q THICKNESS _ - -- --- - - ALUM. COATED TYPE 2 W/ CORK. PROFILE ___ _ -- - - - ---- - ---- -- - ----- -_ W BPl (C) THICKNESS - L,Q POL YMER PRECOA TED CORR. PROFILE ----- ------ - - GAL VANIZLD C THICKNESS ____ -- ------ - - -- -- - - POL YMER PRECOA TED CORR. PROFILE ° W GALVANIZED W BPl C THICKNESS - --- -- --- - _-_-- - -- - Q FIBER BONDED B ITUMINOUS CORR. PROF11-E - - ----- - COA TED C THICKNESS - ° Q� FIBER HONDfD B/TUMINOUS CORR. PROFILE n v COA TED W/ BPI (C) THICKNESS --- - - --- - CORRUGA TED AL UM. ALLOY CORR. PROF/LE _ - --- - - - - --- - ° PIPE C THICKNESS - -_____-_ ----- -- -- CORRUGATED ALUM. ALLOY PIPE CORR. PROFILE - - W THICKNESS STR. PL TE AL UM/NUM CORK. PROFILE - -_ _ - -- -- ----- - ----ALLOY PIPE C THICKNESS - --- -.- ---- - S TR. PLATE ALUMINUM ALLOY CORR. PROFILE _--- _ _ -_ --- - -- - - -- -- - P/PE W CFP C _THICK_NESS_ . E EL PIPE (C) CORK. _PROF/L_E STR PLATE ST Tr'ICK^✓ESS - 5TR. PLATE STEEL PIPE CORR. -- W CFP C LEGEND RCP- REINFORCED CONCRETE STR- STRUCTURAL P/PE CFP- CONCRETc- FIE LG' PA VING __ _- -- - - -- - --- - - - RCHEP- REIN,-11W CONCRETE -i HORIZONTAL SCALE FILE Hc2tF1ZO/VTAL cLL/PRCAL /PIPE (Sj- SMOOTH PIPZ- H14TER,/AL �� j. /S��i � RECONENIENDEI) INDIANA NONE 3��3 - - - - - _ � PE- POL METHYLENE (C)- CORRUGATED PIPE MATER/AL � ��`�•..��G�sTEgFa.-� �. FOR AI'I'R(7� :1 -VERTICAL SOLE DESIGNATION (_DEPARTMENT OF TRANSPORTATION OR- DIMENSION RA TIO 0/v= ACCEPTABLE FCR USE _ PVC- POLY'VIPVYL CHLORIDE �� '� _ Q;� NO. `•.N _ DESIC:'� ENGItiEIJR DATF. NOti'E 998000 �. (LS)- LOCK SEAM P/; c REQU/RED Butler Fairman Scuf�rt _ PE60910078 r S/T_ B/TUM/NODS �oNS„� „ Na cNa, Ntc "S .-v SLR�-E�- BOOK SHEET' ` ,9 STATE OF :'�� DEl SIGNED: _DJI - - - DRAj' N : - BEA - ?90 90 OF 119 z T CORK- CORRUGAT/�l�l **- T4BUL� TE0 THICKNESS 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G ��q'•. P PI1 E MATERIAL SHEET r PROJECT REFERS TO TOP & SIDE PLATES. INDIANAPOLIS, IN. 46240 +ERRILLVILLE, IN 46410 `; �1 (� �'TRA� L ..NDIAN... ��l: BPl- B/TUM/NODS PA VED INVERT BOTTOM PL TES SHALL BE OF FAX 717 713- 219 219-2333 S'� �� 13 f DJI .>�FAX 317 713-4616 FAX 219 769-2377 / NA� �AA ��HIJ( I1F'�I). -- _ CHECKED- _ R � (9-10 ATP-IN�O(901 ),IN-18(93��. ) r,,•, ALUM- ALUM/NUM NEXT GREA TER A VAILABLE THICKNESS. - - -- - CUT CROSS SEC TI F- i LL Soule 1 . OBI (Pvl Pri, � ? - 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 .> 2 0 2 + 8 10 12 14 16 18 20 22 24 �6 28 30 32 34 36 38 40 I I 18.2m G �" <�\"/V. 263 Con inues 0117 12 to ennsy1V nia St. -f 425 Str. No 1 I 261 9 Sta. Y24 429-V 'PR- 1 " Ac. = 26.3 Af = 0.0 Conn cts to I Str. No. 10 „ Str. No. 164 Vc. = 493. 6 Vf = 0.0 @ Sta. 72+416. 4 PR- - ine ,A , �6s 264 ! *400 262 Af 0. 0 I 271.3 Vf = 8. 0 7m N 265 12 x-375 ---- + 263 I Ac. = 7. 4 Af 0. 6 Vc. = 179. 6 Vf 33. , 8 L i7 e A ., i 264 �— 12 -f-350 _ 262 - — Ac. = 68 Af. = 2. 1 Vc. = 152.8 Vf = 70. j 264 r12 i f325 _ 262 Ac. = 5. 4 Af. = 35 I �'c. = 133. 4 Vf = 91. I 265 c 12 f30O f _ 263 Ac. = 5.2 Af 3.9 -- - Vc. = 64.8 Vf 49. E 6,111V P OJEC T ST -99 P. STA. 12+ 97. 3 5 'A " Q40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 v HORIZONTAL SCALE FILE v' VERTICAL ,-, 3 0 CROSS SECTIONS INDIANA 1 : 100 3 „ SCALE 9930500 LINE PR- 1 DEPARTMENT OF TRANSPORTATION 1 :100 DESIGNATION h, Buticr Fairman Scufcrt —___—___.__--- _— — ``T_ `_ T_ TF F C O N S U L I I N G t N O 1 N t t hl S 1,`. R ` E1 1300+� �lIEEZ [1)ESI(,NLD: DRAWN: c I)<ll - BEx - OLD MERIDIAN STREET X90 91 oIi 11 ff- INDIANAPOLIS,LN BLVD, SUITE 300 MOERRILLVIL8, IN. 46410 G ----- --- -- R 317 7.3-4615 219 769-2333 _ �1 DJ1 CITY OF �ARMEL � �' TR`��T PROJECT f FAX 317 713-4616 FAX 219 769-2377 �. r-EC RED: C�HEC hED: -_'7940 STP—IN50(001 ),I-\48( 032 ) � I� CUT CROSS SECTIONS FI LL Scale 1 :100 (METRIC) 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 !0 8 6 4 2 0 2_ 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 ROW 16. 4m Vod Cl. Dr. e 'd 263 21 f513. 261 Ac. = 5 Af. 0-9 Vc. = 3.2 Vf— 21. 6 j I o � ROW 264 QG r12 I f500 i 262 i Ac. .3 Af 2. 3 Vc. = 03. 8 Vf— 160. 0 i i �\ �� L1 ��1 7-1 � ROW �� 264 \• \. 12 *475 7 262 Ac. = 7 /70 Af. — 10. 5 Vc. = 4 12. 5 Vf= 170. 6 OW i O W \. { 0 —.115 _V6 —V4 —12 --lo —F8 _ 6 R W � 264 � Z r12+ 61.56 Q Ac. = 44. 4 A f= 14. 9 Vc. = 6 02. 4 Vf= 127. 8 ROW R W IT h �.� --� � ��• ��" � 264 r12+r� —t 450 262 Ac. = 42. 5 Af. — 72 Vc. = 60. 0 Vf= 90. 0 J i i I X42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 U; HORIZONTAL SCALE FILE CROSS SECTIONS INDIANA 1 :100 :310 ,� VERrICaL sealE DESIC��raTloN LINE A DEPARTMENT OF TRANSPORTATION 1 :100 9980500 Butler Fairman Seufert --- �o"nU I1 " �- �No1 "t SURVEY BOOK SHEET DESIGNED: - l��l- -- DRAAvN. --- �EH OLD MERIDIAN STREET °)90 92 10F1 1119 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G - (� Z n INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 fj L �•JI CITY O F C AR M E L 317 713-4615 219 769-2333 CONTRACT I PRQJ�',��T � M' FAX 317 71-3-4616 FAX 219 769-2377 ( iEC hED: _-_..- CII ChED: _-- r9 40 ATP-I V50(00 1 ),IN 18� 0<3" C UT CROSS SECTIONcS FI LL Scale 1 :100 (METRIC) 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 5 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 6. �m od. Cl. Dr eq d © Sta. >2 650 L t. ,oc 0.810 9.3m Mo d Cl _= r Re d'�o G 26 0) Sta 12f 6 0 Rt. R w -6 P 8 261 Ac. 1 A 03 12 Vc. = 1 3. 8 Vf. - 16. 3 259 I I -- ROW ROW 263 12 —. *625 --- 261 Str. o. 20 0) St 12f 63 A c. . 6 A f. 1. O r o. S No. 2 © St 12-1-6J5 © Sta. 12 635 Vc. = 9. 9 Vf— 9.. 6 �� W O ROW 263 o� Q �' 12 *616 261 A c. = 7 A f. 0_9 O 102. 4 Vf— 16. 0 Row I �� Row f 263 7c - - - -- ^_ *600 261 SL Za. 17 I Str. No. 19 0 Sta 12-f 60 Ac. 67 A f. 1. 7 0 a. Sta. 12 600 ' ROW VC. — 171.3 Vf— 21. 3 l— ROW Q G. 263 � s 12 — *575 261 Ac. = . 6 Af 0. 6 Vc. = 112. 7 Vf- 8. 4 ROW " �, �� ROW r. e 263 Q • Sta. 1 f 561 t. r12 =*561 m A c. d5 A f. 0. 6 261 Vc. = 3. 0 Vf— 12. 7 ROW how o QG 262 C nnecis o--� St 168 ---- � 12 *550 c I Str. /1/0. 12 Ac._ . 4 A f 1. 7 Str. o. 14 260 C@ 5t o. 124-5J9. 6 0 Stc. 12f 53 5 St 12 f 5 O tr. No. 15 Vc. = 1 6. 3 Vf. — 45. 0 Sta. 1 f 550 Str. No 16 n 9 Sta. 2f 550 c - ROW �6' 262 ._._._ .°mss P•G. 262 Ac.= 65 Af. 1. 9 *525 VC. = 4. 8 Vf- 16. 1 260 I i I i I 140 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 - 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 o CROSS SECTIONS HoRIZONTaL SCALE FILE INDIANA 1 :100 G v _ LINE A DEPARTMENT OF TRANSPORTATION VERTICAL SOLE DESIG\ATIO� Butler Fairman�� Seufert 1: 100 9980500 � J { G O N S U L I I N O t N G 1 N C t F2 S M DESIG ED: D1I DRAW 8450 WESTFIELD BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G J - - : 13EH SURVEY BOOK SHEET - ------ - - OLD MERIDIAN STREET X90 INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 --- - 93 0� 119 C 317 713-4615 219 769-2333 L FAX 317 713-4616 FAX 219 769-2377 CHECKED: I3Z CHECKED: CITY OF CARMEL PROJECT z --- - D•1I CONTRACT - f — — - — _ R-27940 STP-IN50( 001 ),IN 4 8(03? CUT CROSS SECTIONS, FI LL Scale 1 :100 VETRIC) It 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 _ 6 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 RQW R W — 6Q 8.2m Mod. Cl.III Dr IFeqd © Sta. 12 748 RA 2 —8 260 12 Str. Nb. 30 *747 @ Sta. 124-740 Ac. A r. No. 8 258 r. o. 29 P Sta. 1 4-740 9 5tc. 124- 40 Vc. 50. 6 Vf— 106. 7 R W / R W 0 � G 260 +725 258 Ac. 2.2 Af 6.5 Vc. = 7. 5 Vf— 218. 8 ROW O � ROW Co) � G 261 =6-= 12 +700 259 Mod. Block Mod lock wal/ #7 St No. 2 Wall . A c. — 11 ,15 Af= 110 -� Vc. = 6 Vf— 81.3 O I ROW � j � O � R W 260 wa// ji I Mod. Flock 12 wa/l +694 258 Li Str. No. 26 Conc. . ipe I 9 Std. 124-6 I Co�'ar Con c. Pipe Col/a Vc. = 4 Vf— 54.2 ROW O � RW 0 260 12 +690 St l_. No. 2 \ / 258 Mod Block y @ Sta. 124-69 wa// 1 ► Str. No . 25 Mod. lock Sta. 124-690 Wall #12 [JA C. = 1. 6 Af. = 11. 0 L-o Vc. = 2/7 0 Vf= 1478 ROW RW 262 622 x-675 260 B/oc i 1--— Ac. _ j Vc. = 6. 5 Vf. — 112. 5 140 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 — — - HORIZONTAL SCALE FILE CROSS SECTIONS INDIANA I :I00 „ „ VERTICAL SCALE DESIGNATION DEPARTMENT OF TRANSPORTATION LINE A _ i :loo 9980500 Butler Fairman Seufert SURVEY BOOK SHEET C O N S U L I I N O t N G I N t t F2 S DJI BEII 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G DESIGNED: _ - - -_ - DRAWN: -- _ OLD MERIDIAN STREET 290 94 OF 119 INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 U� I RA�T PROJECT 7 317 713-4615 713- 219 769-2333 �1 DJI CITY OF CARMEL l � FAX 317 713-4616 FAX 219 769-2377 C HEC I1ED: _ �HEChED: R-�t9-10 STP-IN59( 001 ),IN 9�� 18( CUT CROSS SECTIONS F1 LL Scale 1 :100 (METRIC) 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 It �- — — —4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 I 38 40 _ ROW 0 1 ROW �. 262 o 12 P " *875 260 tr. No. V Str. No 43 Ac. _ . 1 A f. O.2 Sta. 7 4-865 @ Sta. 24-865 Str. o. 42 St . 124-86 � vc. = Vf- 275 O�1 ROW Cl RMEL DR o RO CA MEL DR. 260 Str. No. 40 — - -- 9 S a. 124-8 O. Ac.= . 6 Af 2. 0 12 *850 ROW Vc. = 7 7. 5 Vf- 65. 0 258 o R W i I 260 i Str. No. 39 S a. 12-18 5 S r. No. 7 12 Str. No. 38 I A c. _ . 4 A f. ,3 2 *825 -- =2585 Vc. = 7 2.5 Vf- 81. 3 ROW 0 R W i s 261 i 12 *800 259 I Ac. 8 Af 3. 3 Vf. - 80. 0 ROW 1 R W 0 260 tr. No. 36 12 - *775 Sta. 1 4-785 @ S a. 124-7 5 258 II� Vc. = 9. 8 Vf. - 33. 8 Sta. 1 4-785 f R I,l, I I I o R W I 1 o Cw) G .�-- _ 260 i A c. .2 Af. 2. 1 12 *762 Vc. = 0.2 Vf- 41. 4 258 R W G� ROW o � CD Q l 260 - 7127 _ *750 a @ 54 124-75 Str. No. 31 Ac. = 5 A f 4. 8 258 @ S a. 724- 5 Sta. 7 4-757 f Vc. = 4 Vf. - 12. 0 'T40 38 36 34 32 30 28 26 2)4 I v 22 20 18 16 14 12 10 8 6 4 --- -- ---- _ — 16 18 2.0 22 24 26 28 30 32 34 36 y 2 0 2 4 6 8 10 12 14 o — — 38 40 CROSS SE 1IORIION'FAL SCALE FILE SECTIONS �, INDIANA 1 : 100 LINE A DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DFSIC �ATIONT J — — 1:100 9980500 Q Butler airman Seufert — C O N S U L I I N O t N O I N t t H S - - ^^ DESIGNED: DJI BEH OLD SURN'E1 BOOK SHEET 8450 WESTFIELD BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G TD Ajl 1� : M E R I D ME IAN STREET _ - -- INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 -�, `?90 95 of 119 317 717 713- 219 769-2333 ��'' CITY OF CARMEL FAX 317 713-4616 FAX 219 769-2377 cCHl��'I1L' �: I�G �JI c O1�TTRAC�T PROJECT EC'hED: _ - R-27940 STP-IN50(001 )JN48( 032) CUT CROSS SECTIONS F1 LL Scale 1 :100 (VETR C) 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 1 ROW ROW 261 Str. No. 60 �" Str. N . 57 *U Str. No. 59 Str. No. 58 @ Sta. 13f 025 259 a. f Ac. = . 5 A f. 1. 5 U. O Vc. = 11,15-9 Vf- 14. 3 ROW 1 ROW 2. fm Alk d. Cl. 17 Dr. 11?6 qd 10. 8m F11F.A. R q d C@ 5tc. 13f 906 L t. � Q @ Sta. 1j*F0J 13f 0 Rt. 1� 261 Str. No. 54 �� 13 Ac. A f. 0 0 --] Connects *006 C@ Sta. 4 013. Str. No. 56 259 -- - r. Vc. = 136. 3 Vf- 4.2 ROW 1�� ROW i _)Cr. o. — 261 @ t a. 12f 98. 9 i � Outlets� to-�-/ St No. 51 A c. 2 A f 1. 4 St . No. 5 Str. N . 55 f ODD @ ta. 12f 90 a. a. 259 Str. No. 52 Vc. 16J.8 Vf- 31.3 @ Sta. 2f 990 I ROW 1 ROW I — 261 Ac. _ . 9 A f 1. 1 62� f 975 Vc. = 161. 3 Vf. - 26. 3 259 ROW 1�� ROW .j 261 12 _-- Str. .N 4,?---' lo. 48 S *950 No. 4 � 259 @ Sea. i12*950 @ St 12f 95 A c. _ . O A f 1. 0 @ Sea. 12 950 o Vc. = 16J 9 Vf- 15. 0 I - ROW Q�Q ROW I : J "o Q - — — 261 A 1 Af 12 Ac. = O 0.2 f925 Vc.= 02. 5 Vf- 5. 0 259 I � ! ROW ROW Qv 0 Q 261 � 12 259 *900 Str. o. 46 Str No. 45 Str. No. 44 @ St c. 12-1-,9J0 @ Sta. 12f 00 Vc. 227 5 Vf- 50 Sta. 1 f 900 140 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 IT CROSS SECTIONS HORIZONTAL ScaLE FILE {` INDIANA I : 100 DEPARTMENT _ M LINE A T OF TRANSPORTATION VERTICAL SCALE DESIGNATION , Butler Fairman Seufert 1:100 9980000 i °°"S"L " "C3 t " C3 ' " ��`�s SURVEY BOOK SHEET �>1;SicNE�: ��=�� '� OLD MERIDIAN STREET llJI BEH " 8450 WESTEIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G --_- -- - --- -- --- 1 299 9G OF 119 " INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 - — -- z 317 713-4615 219 769-2333 — FAX 317 713-4616 FAX 219 769-2377 CHECKED: �% CHECKED: DJI CITY OF CARMEL CONTRACT PROJECT • - R-27940 STP-IN50(001 )JN48(03 ) � CUT � RC �s sc_cTICr� .� 1=ILL Sccle 1 :100 (�;1i-TN ,�) 40 38 36 34 32 30 28 26 _ 22 20 18 16 14 - — 12 2 4 6, =. -- — _—_ -- 8 _ 10 12 14 16 18 ?0 22 24 26 28 30 32 34 36 38 40 ! I f 1 - i ROW -o ROW 14.1/77 w'od Cl. Re 'd 19.5m Mod. C/. ' ' I� eq d 9 Sta. 13 133 Rt 263 — — f 131 Ac. -10. 6 9 Af. 0. 0 261 J Vc. = i ROW ROW 11 — --rt-------�---- � G 263 *127 261 Ac. _ -. 4 Af 0. 9 i —r --- Vc. = 10. 8 Vf- 1. ? — - i ROW 1�y Row 263 _ — 13 — — f 125 i 261 I Ac. = . 4 A 08 --- - -- --- - - I Vc.-= I 46. 3 Vf- 28 8 V - — �� ROW 263 _— pi 261 St . ©. 6 Ac. _ . 3 Af. 1. 5 110 _Str.! No. 66 C�rec. 13f i1 o —VF.-= 171. 3 Vf- 22. 5 N tr. N 4 ta. 13f 710 (9 Sta. 3f 110 I I ROW -a Z�-- ROW s� Q 263 .— Hij — f 075 261 Str. No. 63 Ac.= 4 A f. �1 ., @ a. 13* 70 Str. , o. 62 Ala 61 0. 3 n C� St 13f OHO Vc. = 173. 8 Vf- 25. 0 ! © S 13f 0170 cJ i ROW r \O\ Z- it� Row --�-- -- ' sow 263 f 050 261 Ac. _ . 5 Af. 17 40 38 36 34 32 30 28 2624 22 20 i 8 16 14 12 10 8 :5 � �. 4 -- -- 2 2 2 4 0 =� 6 8 10 1 14 16 18 20 26 28 30 32 34 36 38 40 —_ —. CROSS SECTIONS IIOI�IIO INDIANA NTAL SCALE FILE 1 :1 00 IT - LINE A DEPARTMENT OF TRANSPORTATION VERTICAL SCALE vF sIOTarlo Sc ufert ; II Butler Fairman - ----------- -- _-- -- - -- 1 :100 9980500 -- M_ I C O N S U L 1 1 N O t N C3 I N C t h2 S FD E S I CI�F��. 1` `T II`�i��= I�1•�II _)-J1--- 1___y -- OLD MERIDIAN STREET r r, 8450 NESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G � . St--I R FAY BOOK SHEET INDIANAPOLIS, I11. 46240 MERRILLVILLE, IN. 46410 —-- -- ----- )J _ 317 713-4615 219 769-2333 I 0 0 ( OF 1 1 0 - – -- ----- -- ------- C'I�E( h i.D: 1j � I C'HEC'hFD: DJI — CITY OF CARMEL c'oti"I R ��'.r PROJECT FAX 317 713-4616 FAX 219 769-2377 - -- - f-- -- -- -- --- ---- --- ----- --- -------- _-___------- -- - R-279-10 5 rP-IN J0(001 CUT CROSS SE=C;_r 101'J FIII L.. Scale 1 :1 G. 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 — 4 7_ 0 �' 4 6 �3 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 ROW \�' 01 ROW 6 4y 77 Mod. 1Z1Or. i Re Q Sta. *239 L — I _ — 263 13 -1.57 27 *239 261 Ac. = 1 A f. = 0. 0 717 Vc. = 7.3 Vf- 12.. 6 t) -_ ! o _ O�� _..— ROW I x ROW �.0 i 263 *225 -- 261 Str. No 77 0) Si a. L*2f8 j A c. = . 8 A f 1. 8 St . No. 7 1A/0' 'Z6 1�_ I 1 @ S a. 13 8*2 ,-o Vc. = 15J. 8 Vf. - 46. 3 �� a. ROW ROW � �' �� \ ; 263 I *20 i ---- - 261 1 i Str No. 74 Vo. 73 A c. _ 5. 5 A f. 1. .9 I St . No. 7 Vc. = 1255 Vf 72. 5 ta. 177 ROW ROW i I i 1 263 i +175 — -- --� 261 Ac. . 8 Af. 3. 9 -- - — Vc. = 145. 0 Vf. - 80. 0 I � BROW ROW 01, 263 i +150 261 a Str. No. 70 , Str. o. 9 © Sta. 3*155 © Sta. 7_1+ 741- Str. No. 63 , - - Str. N 71 13* A47 - I Vc. = 7. 4 Vf. - 17 .4 ROW t V ROW / I 262 i 13 *138 260 - ----- -- — Ac. = 1 A f 04 a Vc. lfg.5 Vf. - 1. 4 j TO 38 36 34 32 30 28 26 24 ?2 20 18 16 14 12 10 8 -� 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 c , -- _ - _-- --- --- =-- - --------— — --- - �.I- - -- —__ -— -- - HORIZONTAL SCALE F I L E t CROSS SECTIONS INDIANA 1 :I00 3 -� V'ERTIC'AL SCALE DESIC�'�ATION '` LINE "A" DEPARTMENT OF TRANSPORTATION 1: 100 998000 G Buticr Fairman Scufcrt - -- -- ------- - — SURVEY BOOh SHEET r G'U N S U L I I N G C N G I N t t K S 1)ES,I NED: 1�.J1 --- DRAWN: BEH OLD MERIDIAN STREET 290 98 JOFJ 119 Ir ! NDIANAPCJS,L N.B462.40SUITE 300 MOERRILLVIL E, N.046410SUITE G !r --- 1- -1 ----- ---- ----- 0� C AR M E L d I� 317 7`3-4615 219 769-2333 �� V CONTRACT PROJECT 1 FAX 317 713-4616 FAX 219 769-2377 ('H�,(�K�,h; - 1�I ( HF�_��EI�. �JI CITY _ -_ __ -- R-279 10 STP-IN 50(001 ),I--\-18(0,3'-) ) UT CROSS S �=-C riot F Scale 1 :1 00 (MEI P C) 40 38 36 34 32 30 28 2 It -6 24 22 20 18 16 14 12 10 8 - 4 2 0 + 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 I ROW V-T__-- _ m e Q @ Sec. 3f 358. Re. — 262 A c. 5 A f. = 1. 8 �- 358 Vc.= 3. 8 Vf- 16. 6 _ 260 1 ROW �'�/ -._ ROW o G' 262 �� 13 Str. Str. o. 85 A c. _ . 8 A f 2. 1 x-350 o. 6 Se l: No. 8 © Sto 134-35 - a. - 260 Vc. = 0. 9 Vf. - 74 ROW R W J. m /. I Dr. Re d j— - @ Sta. 13-1-J45. 5 C t. 7 o 2 — o 262 Ac. _ . 5 Af. 1.2 �1 J45. �- Vc. = 101. 5 Vf- 23. 6 260 ROW ROW 4. 3, C/. I D . Re 'd -- - (9 ta. 13f 32J L t. -�_ - 263 I i f325 261 I I Ac. 5 4 A f Vc. = 170. 0 Vf ROW — i o ROW 7 � I 262 i _ f300 13* 10 r. o. �2 —All 260 9 Sec. 13-1-31 © ec. 13f 10 � � Vc.= 172. 5 Vf- 7. 5 � ROW '— - -+----- ROW I � 262 c I �� *275 - -- - , �—tr.--,Vo. - IT J 5t c. 13f 70 S 79 c' - 1 Str. No. 76 260 St . 13-1-2;0 © ta. 13* 70 Vc. = 146. 3 Vf- 23.8 o --_ ROW _ �� 1 ROW 4 O Cl I Dr Re 'd 13f249 R . 2� 262 f 13 A c. _ di A f. x-250 Vf. - ?2 260 a I '1140 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 ?6 `' _ �8 30 32 34 36 38 40 �. CROSS SEC IIORI ONTAL S(- FILE ` SECTIONS INDIANA 1 : 100 ;. LINE "A" DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION 1 :100 " Butler Fairman Seufert 9980500 r, BEH SLR E1- BOQ SHEET C O N S U L I I N O C N O I N t t i1 S ICI SI�� ED: _ Dlzti' N: _ OLD MERIDIAN STREET 1111 rr 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G _ -- _ ti9O 99 OF' I I9 I INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 I - - --- - --- -�----- --- j 317 7,3-4615 219 769-2333 CONTRACT PROJECT z FAX 17 713-461 FAX 219 769-2377 i( IIICII�.,D: Bl - ('HEC�hED: 1)JI CITY OF CARMEL R-2 9-10 STP-IN50(001 ),INJ 03?) CUT CROSS SECTIONS F1 LL Scale 1 :1 00 ��1ETRIC) 40 38 36 34 32 30 28 — 26 24 22 20 18 16 14 12 10 8 4 2 t i 0 L 4 F 8 10 12 14 16 18 1 20 22 24 26 28 30 32 34 36 38 40 ROW c' f o . r � ROW eq d � Sfa. 1 f 498.5 7 263 — *500 O 261 Str. 93 C� St 1 4-512 Str.. o. 92 4- Str. o. 91 Ac. = . 0 Af 1. 9 @ St 134-51 VC. = 1. 3 k f— 65. 0 ROW �. ROW 263 *475 261 Sti: No. 90 Ac.= 5 A f. 3. 3 W C. = 0. 0 Vf— 95. 0 264 RO � �� G Row 13 Q *450 262 ! Ac. _ . 3 Af 4. 3 Vf. — 106.3 ROW + \ 6 ROW 263 13 — *425 A c. 4. 0 A f. 4.2 261 Vc. = 170 Vf— 12. 8 I `- \j -- ROW 264 3. 5m 1. I Dr. e 'd ROW St c. 134-4 1 t. L ��o G 13 --710,1- 20 i - - *421 262 Ac. = . 5 Af. 7/7 Vc.= 3. 3 Vf— - -o �g ROW R W 263 5. 8m 0%I Or. Re d 9 St 134-4 4 Rt. 13 2 -�� *474 i -- 261 Ac. = d 0 A f. 2. 7 ROW Vc. = 8. 9 Vf— 28. 0 � R W 263 _ 13 *400 I - 261 I Sir. 1No, 89 IT Ac. = . 7 Af 1. 3 Str. No. 87 ROW @ Sta. 1,34-,392 Vc. = 1 1.3 Vf— 41. 3 @ S a. 134- 2 -a R W �d� Q G. 264 — *375 O 262 a dc. 2 Af. 20 3 Vf- 31. 4 1 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 4 - _ 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 Q CROSS SECTIONS INDIANA HORIZONTAL SCALE FILE ,_.. �� 1 :100 3743 � _ LINE A DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION _-- _- 1 :100 998000 Butler T ---- ----- _. __ C O N S U L I I�NrO C N O Net F-2rS --- - I 8450 WESTFIELD BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G DESIGNED: D�JI ! BEH 5I-TR�'�'� �oO� SHEET Cr �- INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 -------- OLD MERIDIAN STREET 290 -------- ---1 - 100 Of, 119 O 317 713-4615 219 769-2333 -- V �j FAX 317 713-4616 FAX 219 769-2377 (�IIE(_ KED: DG CIT 1 O1 CARMEL C HEC'hEll: -- DJI _ - _ i CONTRACT PROJECT ---- ------ - - ---- - R-2 7 9-10 STP-IN50(001 ),IN 48( 032) C UT CROSS SECT 10r,,� S FI LL Scale 1 :100 (METKIC) It 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 ROW ! 1/ - R W 263 ". 4 Cl. I D . Re � �, G• �T ta. 13f 06 L t. *605 _ I — 261 I 4-3 A f. 2.8 --- Vc. = 4. 0 Vf- 19. 8 RW /� RW 263 *600 - 261 St . No. 16 2 St No. 10 A c. = 7 A f 3 8 Str. No. 10 @ Sta. 13 600 @ Sta. 3f 600 Vc. = 2. 5 Vf- 145. 0 � - ROW , \ �O ROW Mod. Slock Mod. 510 ck �o�, Q Wall ,�44 261 cond Pip e — 13 *575 A c. = 7 Af= 78 Str. NO. 99 a. 259 Vc. = 7.5 Vf- 70. 0 R42W ROW Mo Block 6 Q . 262 13 *565 Mo . � — 260 I A c. = 8 A f 6.2 -- Wa , 4 Vc. = 5. 5 Vf- 87.8 f ROW W 263 Mod. ifflock Q *550 261 St . No. 9 Str. o. 97 S . No. -� @ ta. 13 555 © St 13f 5 A c. = 6 A f 5. 5 @ Sta. 13 555 Vc. = do. 8 Vf- 720 m i ROW G' RW 2. 9m Cl.I Dr. Re d 9 St . 13f 5 4 Lt. 2151 262 Ac.= . 0 Af. 3. 5 13 *534 �- 260 IT i I Vc.= 3.3 Vf. - 3279 IROW ! 1V/ ROW i f �6, G• ` A c. = 4 Af= 3. 8 �-� *525 St 7. 13f 5 8. 4 @ a. 134- 8. 4 Vc.= 2.5 Vf- 71. 3 260 � E I I 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 HORIZONTAL SCALE FILE CROSS SECTIONS INDIANA 1 : 100 LINE "A" DEPARTMENT OF TRANSPORTATION ERTICAL SCALE DESIGNATION � Butler Fairman�� Seufert 1:100 9980500� - -_ r C O N S U L I I N G t N G I N t t H S _ -1 • OLD MERIDIAN STREET S�-RhE� EoOr� SHEET - I)LSIC�NED: U.II IDRAtiti�N: BEH 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE v - -- - - 9 I I O I 1 19 INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 317 713-4615 219 769-2333 FAX 317 713-4616 FAX 219 769-2377 ��HEC KED �� CIIEChED: Dii CITY OF CARMEL CON I RACT PR C)JEl I f - - --- - -- - — 1 -2 X9-10 STP-IN50( 00I ),IN-1 8( 03--2 ) w CUT CROSS SE(--'TION �I Fl LL Scale 1 :100 (METRIC) 4 2 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 40 38 36 34 32 30 28 26 24 22 20 1 8 1 6 1 4 1 2 1 0 — 8 _ �_ 7-T - ROW O� ROW 262 +711 260 A c. = 4 A f. 8.2 O Vc. = 2. 5 Vf. - 55. 0 ROW �& ROW O 262 0 `-- — � +700 260 @ Sta o1 Q69 S r. No. 7 Ac. = 5 A f 1. 9 Str. No. 106----,, @ Sta. 13 695 ROW @ Sta. 3f 695 ROW ,�O� sj 262 a Q 13 +675 _' --- 260 A c. T4 A f Vc. d2. 5 Vf— 93. 8 R �6 ROW OW � 262 G _- +650 1 260 tr. No. O Sta. f 5 Str. o. 104 tr. No. 3 i 1 @ St . 13f 6 A c. _ - .2 A f. 4.2 sta. 13 645 ROW Vc. = 8. 0 Vf- 56. 6 ROW i . 4m M a. a r Re ' o 263 1 — 6, Q 635. 261 O Al. = 36 ! Vc. 47 8 Vf ROW 1 ROW 263 - 13 +625 261 A c. _ .3 A f 4.3 II Vc. 47 0 Vf— 2,70 ROW 1 ROW 263 c 6. 7m Mod. Cl. III r. Req' @ Sto, 13f 61 Rt. +61 61 5 261 O Ac. = 1 Af 1. 1 — Vc. = 23 Vf- 176 I �40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 IIORIION'I'AL SCALE FILE . CROSS SECTIONS INDIANA I : IOO 37-13 o VERTICAL SCALE DESIGNATION r LINE "A" DEPARTMENT OF TRANSPORTATION I:IOO 0080500 Butler Fairman Seufert TI)C O N S U L I I N O t N G I N t t Fi S 1,l�TR `'L� L�oI1 ,�.IHL�T 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G DESIGNED: D�II __ _-_ RAtivN: - BEH OLD MERIDIAN STREET �0o Ion of 110 INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 UN�TRAC�T PROJECT 317 713-4615 219 769-2333 I�< �('HECK-ED: DJI CITY OF CARMEL FAX 317 713-4616 FAX 219 769-2377 -HECKED: _ - R-2'79-10 STP—IN50(001 ),IN48(032 ) CUT CROSS SECTIOl"J's FI LL_ Scale 1100 (METRIC) It '' 10 12 14 16 18 20 2 24 26 28 30 32 34 36 38 40 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 �� 4 2 0 2 4 6 8.� _ �-T T — I ROW -o �1 _ ROW 262 +800 26 tr. No. 1 Sta. 1 f 86.5 c. _ 7. 4 Af CC tr. No. 16 tr. No. 15 Sta. 1 f 788 Vc. 23. 8 Vf. — 0. 0 Sta. L3-1-788 ROW ° 8 ROW 261 s f 775 259 tr. No. 14 `- Sta. 1 -7 71 tr. No. 13 A c. = 14. 5 A/ = 0. 0 St . No. 11 Vc. = 172.2 Vf— 0. 0 ROW ROW I 3m C/ T Dr. Re 'd @ Sic. 13f 63 L t. j 16 262 j 7 yl 1 3 .. _ ; �j G i *76J ° 1 260 339 - O A c. = 4.2 A f 0. 0 i Vc. = 5.2 Vf— 0. 9 R W � ROW 262 1- e 9. 0 Mod. /. IZZ Dr. Re d i Sta. 75+760-9 Rt. 13 f 757 260 j 0 A c. = 4.2 A f. 0. 3 Vc. = 102-9 Vf. — 1. 1 R W O� ROW 262 0 13 Q +750 1 260 � A c. = 152 A f. 0. 0 `- -- Vc.= 168. 9 Vf— 2. 0 /?0W _� _ , ROW _. 5. 8/7i Pod. C/. Dr. eq d © ta. 13 738 L t. f 0 ---- -- 6 261 259 I A c. _ 08 A f. 0. 3 ` Vc. = 104. 7 Vf— ?5 R W -o �� OW 9m Mod. C/..III Dr. Re 262 29 -5 f-725 260 Str. Ao. 111 Str. No. 110 St l-. No. 1 TIL -7 Ac. = 54 Alf— 1. 0 I Vc. = 51. 6 Vf. — 64. 4 r 140 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 1 - HORIZONTAL SCALE FIVE CROSS SECTIONS INDIANA 1 :100 i(-l�j ° „ „ VER'T'ICAL SCALE DESIGNATION a LINE A DEPARTMENT OF TRANSPORTATION 1:100 9980500 Butler Pairman Seufert SUR`%EY BOOK SHEET r CON S U L I 1 N G t N 0 1 N t t F2 S DESIGNED: DJI DRARN: BEH - - OLD MERIDIAN STREET r M 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G - 290 103 OTF / T 119 INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 CONTRACT r ROJEI"1 Z 317 713-4615 219 769-2333 �3l DJI CITY OF CARMEL f _j, FAX 317 713-4616 FAX 219 769-2377 (1HEChED: __ CHECKED: ___ R-27(940 STP—IN59(001 ),IN-18(032) x C UT CROSS SECT IONIS F1 LL Scale 1 :100 (,METRIC) 40 40 38 36 34 32 30 28 26 2'4 22 20 18 _ 16 14 12 10 8 r� _ 4 0 2 4 6 _ 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 ROW 6. m Mo C/. IZZ r. Re -----� R W-00 Co? Sta. 13 92 L t. �S I c-) P �j ° 260 ° +925 - 1 A f. 0. 9 258 Sea,013f 923 Str. No 122 A C. - 1 Str. No. 12 - @ Sta. 3f 914 Vc. Vf- 26.3 @ ta. 13f 14 -- _� ROW ROW 260 La n7 I +900 Str. No. 12 Str. No 119 tr. No. 118 258 @ ta. 13 9 . 8 @ Sta. d3f 893 Sta. 134-995 Ac.= d.2 Af. 1.2 - ROW 3. 8 Vc. = 6 Vf- 101. 3 1 ROW 261 Q V �✓ +875 259 Edge 01, Travel- Edge o Raised Median @ Moin. Ac. = 1 . 9 Af 6. 9 See Ro ndabou Detai ls { Vc.= 182. 0 Vf- 276. 3 R W 0 n ROW Z. �/\/7 �\ \ 260 _- E ge of a vem en 258 Alon g Mai St. ' I Ac. = 11.2 A f. 29. 7 r. Na. 177A C� ta. 13f 61 @ Sta. 13 861 I - @ Sta. 13f 861 I ROW b OW o Z. \ �V �. \ 260 i A c. = 1 Af= 45 6 +850 Vc. = 27 3 Vf— 157.5 258 y_ I ROW ROW 262 \" 260 Ac. = 5 A = 46. 4 Vc. = 172. 0 Vf- 502. 0 I ROW 4 c OW 262 \. �\ *82,5 -- -- 260 ,Edge of poise - Median @ Main. e o,{ T a vet A c. = 5 A f 3 Vc. = 61. 3 Vf. I 140 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 , _— _ -- I101MONTAL SCALE FILE CROSS SECTIONS INDIANA 1 : 100 :1713 {� LINE "A" DEPARTMENT OF TRANSPORTATION `ExTICAL SCALE DESIGNATION 3utler Fairman Scufcrt - 1 :100 9980500 c3"s"u I I " C3 t "ca i "-s SURVEY BOOh SHEET DESIG:��ED: DI�,AtiYN: - BAH OLD MERIDIAN STREET _ M 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G - _- 29O IO-1 OF 119 ^ d INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 — — 317 7,3-4615 219 769-2333 Z FAX 317 713-4616 FAX 219 769-2377 CHECKED: CHECKED: DJI CITY OF CARMEL CONTRACT PROJECT 7 - -- -- - — -- --- -- ---- - — -- - --- --- - - I R-27940 STP-IN50(001 ),IN48(032) ca CUT CROSS SEC=TIONS F1 LL Scale 1 :1 00 (vEi RIC) 40 38 36 34 32 30 ?g — 26 24 22 20 18 16 14 12 10 8 I_; - 4 2 0 2 4 F 8 10 12 14 16 18 20 22 24 25 28 30 32 34 36 38 40 ROW Q" ROW 0 262 14 r o j- *025 @ Sta. 4 025 �—St . No. 122 tr. No. 31 260 @ Sta 14 f 025 61 Sta. 744-025 Ac. = 0. 1 Af 02 ROW � �� 0 ROW o Sm C/. IZI Dr. e ' _ @ sta. 14*01 Rt. 6' 261 -sue 14 012 - �- 259 A c. = 1. 8 A f 0. 0 --- Vc. = 2. 4 Vf. ROW 4. fm Mod. Cl.IZI r. Re I Q' ROW @ Sta. 13f 99 Lt. o .j 261 0 14 *000 A c. _ Ag A f. 1.2 259 I i Vc. = 164-9 Vf- 26 1 ROW � � QQ� - Q' ROW �o 261 _ 13 *997 Str. o. 30 Sta. 259 @ 1 98 t1-. No. 12 9 Str. No. 128 @ ta. 13f X980 Ac. 6 A f= 2. 1 @ Sta. 3f 980 Vc. = 5. 3 Vf- 10.3 j ROW 0% ROW 261 i =4 wa// , 13 ---- - - i *975 259 -� Ac. - d5 Af 2. 0 � I Vc. 206. 3 Vf. - 53.8 ROW �C Row Q. 261 � T 13 Mod. Bock *950 WC// 259 Str. A/c. 12 N \_'Str. o. , 126 Str No. 125 c @ to. 13f 45 Ac. d. 0 Af 2. 3 i R W Vc. = 160. 0 Vf- 23. 0 � 6. 1m 0 C/. Dr. /?1 ROW @ 5ta. 13 932 L t. fig' 10 2m Mod Cl Dr. R 'd t:,,(.2 6 Rt. I j Q • 260 O z, I A c. _ . 0 A f. 0, 0 258 �I' ! Vc. = 0. 3 Vf. = 2 ,3 Str. No. 124 @ Sta. 3f 937. 140 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 2 4 6 - — — — — -- 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 i CROSS SECTIONS 0;g SCALE FILE INDIANA � LINE A DEPARTMENT OF TRANSPORTATION I VERTICAL CALE DESIGNATION M Butler Fairman Seufert N B u L 1 1 N G 1 C 998050 0 O G t N N L t H-S ' LD)F;SICTNED: DJI DRa�tiN: _ r 8450 WESTFIELD BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G ICI II Lf R`'EZ BOOK SHEET OLD MERIDIAN STREET "l INDIAPlAPOLIS, IN, 46240 MERRILLVILLE, IN. 46410 — -- — - -- •�90 1 0� OF 119 317 713-4615 219 769-2333 CxI ChED: �� CHECKED: DJI CITY OF CARMEL CONTRACT PROJECT z Q� FAX 317 713-4616 FAX 219 769-2377 � I r, _ f -- - - — --- -- --- _ - -- - --_ R-'2�9-'0 STP-IN50(001 ),IN48(032) CUT CROSS SECTIONS FI LL Scale 1100 (METRIC) 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 a 4 2 0 2 4 6 8 _ 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 — i 6� ROW : OW Q — 260 14 �l f 150 258 Ac. = 0 A 23 Vc. = 148. 8 Vf- 40. 0 ROW ROW 0• o - �o Q • --�_ -- - 261 rl 4 Ac. = . 9 A = 0. 9 �1 f125 259 Vc. = 3. 7 Vf. - 5. 1 ROW f -o �g OW 9 Sta. 14*119 Lt. o — -_ .� 261 14 Ac. 9. 0 A f. 0. 8 I 259 T , Vc. = 165. 3 Vf- 152 ROW �� OW 261 r14 Ac. = . 4 Af. 0, 8 ` -f 100 - - 259 Vc. = 01.3 Vf- 16.3 i ROW �� OW i 0 1 i - — 261 11, 14 +075 259 Ac. = 7 A f 0. 5 m f Vc. = 03. 8 Vf- 12. 5 ROW I �� _ OW 0• I o 261 � 14 Ac.= 6 Af. 0. 5 �� +050 259 -_- - - Vc. = 126. 0 Vf- 135 Q o ROW ROW @ Sta. 14-f 03 Rt. 261 1� � 14 Ac. = 4 Af O. 0 -, f036 259 Vc. = 2J4. 0 Vf- 24 1 "40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 4 2 0 2 4 6 8 10 12 14 16 18 0 22 24 26 28 30 32 34 36 38 40 IIORI'Lo\'I'AL SCALE FILE CROSS SECTIONS INDIANA 1 :100 3; 3 LINE "A" ER'rii i oosc_�LE DESIGNATION DEPARTMENT OF TRANSPORTATION Butler Fairman LTR`'E� F300I� SHEET M 0 C O N S U L I I N O t N O I N t t Fi S DESIGNED: -- D11 - _ iDRatiVN: - -_ BEH- OLD MERIDIAN STREET �_'90 loo 0f j 119 M' 1 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G V FAX 3APO13 6 46240 FAX 21L 769 2 46410 DZ - DJI CITY 1 OF CARMEL R_ �9�0 5TP—I SO UU1 Ih f 317 713-4615 219 769-2333 �7 CONTRACT PROJECT FAX 317 713-4616 FAX 219 769-2377 CHECKED: CHECKED: �- ( ) N48(882) � CUT CROSS SECTIOH1 F1 LL Scale 1 :11 00 (MEi R:,-') 40 38 36 34 32 30 28 26 '4 22 20 18 16 14 12 10 i 4 `' 0 4 6 8 i 0 1 2 1 4 1 6 1 8 --- 20 22 24 26 28 30 32 34 36 38 40 ; R(2W OW 259 x-250 St . No. 1 8 257 A c. = 8 A f. 1. 5 St . No. © ta. 14 260 © ta. 14f 60 ROWI - �� Ow 0 `sue P G. 260 Iff 7147 *240 O 258 A f. L� r 1. 5 Vf- 30. 0 _ Row 259 --- _ _ 0 14 ------ — �� x-225 Ac. = . 7 Af. 25 257 1 I _ Vc. = 2. 9 Vf- 18.2 otti' , 6. 4 Mod. Cl lI r. Req' 0) Sta. 14f21 5 L t. - OW - 10m Mod. C/. III Or. e d 260 Ca Sta. 14 2� -f-200......... 0 i ---7777, 258 Ac. = 51 A f. 0.2 -� Vc. = 2. 1 Vf- 7. 5 - OW P �. 261 / 14 *193 259 Q Str. No. 135 A c = . 7 A f 1. 1 Str N . 134 9 Sta. 14-1-195 c Vc. = 106. 3 Vf- 48. 8 I -o o RO 1� ow — _ 260 Ac. = . 8 Af 28 14 175 a Vc. = 2.5 Vf- 63. 8 258 I I ; 140 38 36 34 32 30 28 26 24 2.2 20 14 18 16 12 10 g 6 4 2 0 - -- - 2 4 6 8 10 12 14 16 18 20 22 24 2 6 28 30 32 34 36 38 40 Q CROSS SECTIONS INDIANA HORIZONTAL SCALE FILE `' 1 :100 �7 c IT LINE A DEPARTMENT OF TRANSPORTATION �'ERTICaL SCaLE nESIGNATION 7B"ut1c7r0YF'airmrnan'7 Seufert 1 : 100 9980500 : CONS U L I I N O t N G I N t t f2 S _ - ` DESIGNED: llJ EH F7 SURVEY BOOK - �, 8450 WPOLIS,LI BLVD.,4 SUITE 300 509 WEST 84TH DRIVE, SUITE G - -- �R-�1��• :B_ _- � �� MERIDIAN RIDIAN �� SHEE I 17 71 -461 IN. 46240 219 769-2333 LVILLE, IN. 46410 E STREET r 317 717 713- 219 21769- 290 10! OF 119 FAX 317 713-4616 FAX 219 769-2377 CHE� KE�: 13j CITY OF �y�R ---- -- - __ _ __- CIIEC'hED' DJI Ili MEL C'0 'TRAC'T PROJECT - — — - R-`'r 9-10 STP-IN50(001 ),1N48( 032) w CUT CROSS SECTIONS FI LL Scale 1 :100 (METRIC) 40 38 36 34 32 30 28 26 24 22 20 i8 16 14 12 10 6 4 ? 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 I 1 I f ROW O �� ROW 258 �� m r. — G G © Sta. 14 f 51.5 RA 14 — ---- 256 Ac. = 17. 0 Al 0. 1 _— Vc. = 173 Vf— 0.2 I -— ROW O O�°� _ ROW 258 Q +350 256 Q ' Ac. = 1 . 0 Af. 0. 1 Vc. = 58. 8 Vf— 18. 8 _ R W Ow 6% 258 r14 +325 256 O 56-1 No. 1 1 A c. = 7 A f. 1. 4 I Str. No. 140 2z Sta. 1 f327 i Vc. = 175. 0 Vf— 35. 0 I R W I OW -o O I 258 rl 4 +300 - 256 I A c. _ J-.3 A f. 1. 4 --- ^--- - I � Vc. = 2. 7 Vf— 11. 5 ROW I I Mud ! o OW 6. rn Cl. Dr. Re d I �O a 1 - J • 259 i Q rl 4 ( +291. 257 I O I Ac. Af 1. 5 I _ 1 IT Vc. = 106. 4 Vf— 28. 1 o ff R W 1 -o o OW --� 258 14 I Ac. = 8 A f 2. 1 +275 O � � ` Vc. = 145. 0 Vf— 45. 0 256 v , 140 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 ' CROSS SECTIONS � HORIZONTAL SCALE FILE G '> >. INDIANA vExTlc�_aL 1 :100 3743 DESIGNATION :37 43 LINE A DEPARTMENT OF TRANSPORTATION IoN_�TION 1:100 9980500 -r Butler Pairman Seufert _ — -- -- -- - - - SHEET �� DESIG, ED: UJ1 DIAWN: BEH OLD MERIDIAN STREET SURVEY BOOK SHE 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G _ _ _ - - - - - --- 290 108 OF 1 19 C INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 Z 317 713-4615 219 769-2333 CONTRACT PROJECT FAX 317 713-4616 FAX 219 769-2377 CHECKED: �� CHECKED: DJ1 CITY OF CARMEL C" f — - _ - - -___- - R-2(910 STP-IN50(001 )JN4M03'?) L, UT CROSS SECTIOf"� `� FILL kale 1 :100 (METRIC) It 0 a 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 2 40 38 36 34 32 30 28 26 24 22 _ — 20 18 16 14 12 10 8 Y -- -- — — r -- — - OW OW p . 255 - — 14 +432 --- 253 A c. = 0 A f. 2. 7 Vc.—= ;'7 7 Vf. - 24.2 all Str. No. 18 @ a. �4-f 31.8 It — ROW R W ` p�- j� � 255 � 14 +425 — 253 _ ----- A c. _ .2 A f. 4.2 - t . No. St . No. 151 St No. 15 V�-E St. 500' nm @ Sta. 14-1422.6 @ ta. 14*423.3 @ to. 14f 24.5 ter i Vc.= 116. 6 Vf. - 21.2 - ROW RO I � 256 P -- �- 14 +416 Ac. - 7 A f 0.5 254 Vc. = 176. 0 Vf- 6. 4 Ex t. 500n" m W ter OW RO �� 256 14 I _ *400 254 O A c. _ . 3 A f 0.3 St . No. 14 Str. No.: 147 Water a. f Vc. = 28. 8 Vf. - 15. 0 OW RO ��> �°� 257 m �- � 14 +375 I 255 I I St No. 1 r. No. 14J 1 _ 14f ��- Sta. 1 +J85 A c. = 0 A f. 0. 9 Ex t. 500 m W ter Vc. = 178. 5 Vf- 8. 3 258 I ROW - ROW ----- — m r o . i e 14 G 356. @ Sto. 14-f-356.5 Lt- `s G P . 256 I Ac. = 0.3 Af 0. 0 O Vc. = 3.3 Vf. - 0. 3 2 34 36 38 40 1140 38 36 34 32 30 28 26 4 22 20 18 16 14 12 10 8 6 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 8 30 2 — ---- HORIZONTAL SCALE FIDE {` y CRASS SECTIONS INDIANA I :1 00 37 1 j G G .. _ VERTICAL S cALE DESIGNATION TI Oti OLD MERIDIAN STREET SPORTATION 9980500: DEPARTMENT TRAN I :loo` '� BOOK SHEET Butler Fairman Seufert O N S U I I N G -Ell: D]I � �AN� : BEH 290 O J OF 1 1 9 DESIU_ ^ �_ 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G r C'ON TRACT PROJECT f INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 CITY 0 F (,ARM E 317 713-4615 219 769-2333 �JI R—`?'79- 0 STP—IN50(001 ),IN-�8(�3? 1 � FAX 377 713-4616 FAX 219 769-2377 CHECKED: �� ('HECI\-ED: - -- -- - M, I CUT CROSS SECTIONS FI LL Scale 1 :100 (METRIC) 4 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 � 6 _ 7 END CON TRUC /ON P. 0. ST . 14 552. 0 256 �. +550 254 Ac. = 7 Af. 0. 9 f Vc. = 175. 0 Vf - 27. 5 Q G. ` — 254 E*52)5 -- — - J A c. _ 2. 5 A f 7. 3 252 Vc. = 1.3 Vf I G) Row ms`s E D P OJEC STP /N5 (001) STP 1N4 (032 255 -T_ - f rl4 +500 — -' 253 Str. No 156 Str. No. 154 St No. 75 U Sta. 4 -500 S a. 14*5 2 6 Ac. = . 0 A f. 8.8 Vc. = . 0 Vf- 876. 0 10. 255 --- 7174 +480 253 + I f Str. No. 152 Stc 14-f-48 Ac. =- . O Af= 78. 8 --- -- Vc. = 0 Vf- 492. 5 V �V 254 -- — 14 _ +475 A c. = do A f. 718.2 _ - 252 i I--- - . 0 Vf- 2250. 6) �_ -- IT 0 254 Edge of Tra / E ge of wised dian @ Guilfor 1`� Co times to Edge of Tr vel +450 Bec m e Gu ford Ap ,. A c.= 0 A f. 61.. 8 see Roun about e tails 252 Vc. 31. 0 Vf- 580.5 IT 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 5 4 2 0 2 4 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 1 - HORIZONT AL SC UE FILE CROSS SECTIONS INDIANA 11 00 ;� ' � �-ERTIC_1L SOLE DESIGNATION DEPARTMENT OF TRANSPORTATION 1 : 100 9980500 G Butler Fairman Seufert - — LINE A SI.'R� EY 1300h SHEET r G CONS U L I I N O t N Z SIGNED: i»1 DRAIVv 8Fx OLD MERIDIAN STRE �� 110 of 119 8450 WESTFIELL BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G __ —_ _ _ — CO N�I RaC I ) h R OJE I Q INDIAI` APOLIS, IN. 45240 MERRILLVILLE, IN. 46410 _ M 317 713-4615 219 769-2333 DJ1 CITY OF CA RME 79 40 STF -I-\50 001 ) N-18( 0-'1:2 ) FAX 317 713-4616 FAX 219 769-2377 (�11EC KED: �� 11EC KEI - - CUT CROSS SE(--T-IC) S FI L_.L- Sc" le -1 : OCR . "11 C) 40 38 36 34 32 30 28 26 — 24 22 20 18 16 14 12 10 8 6 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 1— ---� —– -- ----- ------- _ 1 10� 263 P 4 +915 1 r. No. > 1 j Str. Ao. 162-1 Str. Na X63 i Ac. = 14.2 Af. 1. 9 Vc. = 132. 5 Vf. - 66. 8 0 0 -/V G. 262 4 +900 I 260 i Ac. = 4 A 70 I Vc. 31. 0 Vf. - 243. 3 Y . I 4 +875 ---- - - I - - 261 Ac.= . 0 Af= 12. 5 I Vc. = 1. 8 Vf- 2277 I t Q Q; _ I 261 +850 4 259 Str. No 158 Str. No. 159 Sta. f 858. Ac. = 1, 9 A f 5. 7 @ Si a. 4-7L 8 .5 ----- I Vc. = dO. 4 Vf. - 66. 4 i I � — 261 4 -- --- — ---- ----- — — — -- 259 1 Ac. do Af 25 Vc. = 53 Vf- 10. 8 Qs 0 G/N CON TRUC /ON TA. +83 729 'i°R- I I I i ! 1 s i �40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 HORIZONTAL SCALE FILE CROSS SECTIONS INDIANA I :lvo x,13 �� VERTICAL SCALE DESIGNATION '" - DEPARTMENT OF TRANSPORTATION LINE PR 2 -- Butler Fairman Seufert L- -----_- ----- - -- — _ --- 1:100 9980500 �M � °J1 � DEH PENNSYLVANIA STREET SLiRVE�� Booh SHEET DESI1r_!F'D: "1 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G - -- - -- --- - -- _ - _. -- -- - ------- 9-90 1 1 1 10F1 119 7 INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 317 7-3 X615 219 769-2333 1 Ij,j DJI CITY OF CARMEL CONTRACT PROJECT f FAX 7 713-461F FAX 219 769-2377 CHF (`I\� D: _ CHECK D: - — — -- _- - -- - - - --- ---- -- -- ----- --- -- --- - - R-27940 STP-IN50(001 ),IN-.18(032) CUT CROSS E IOi F1 l_L. Scale 1 :106 (mF-RIC) 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 + 2 0 2 +. 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 1 I --r--- I 263 r5 = Af o. o +0�5 A c. . 0 261 Vc. = d 0 Vf- 0. 0 263 r 5 +000 261 Ac. _ 61. 0 A f 0. 0 f Vc. 142 6 Vf- 0. 0 Cl. Dr. to. 4+972 Rt. 264 4 +975 262 Ac.= 19. 4 Af. 0. 0 Vc. = 40. 8 Vf— 0. 0 1 0 I 263 4 +962 261 Str. Na 166 Alonq Lime "A " Str. No, 164 Sta. 4*95,9 Str. Vo. 165 C) Sta. 4-f 959 i Ac. = 776 Af. 0. 0 9 St . 4f95 Vf- 0. 0 - - i 264 \� I0 4 z Q +950 262 f Ac. = 177 Af 00 Vc. 4 41. 6 Vf. - 14. 3 - I f i 263 � � Q 4 +925 261 j Ac. = 176 Af. 1. 1 4 Vc. = 15,9-3 Vf- 15.3 t , I -- -- --— -- - �40 38 36 34 ?2 30 28 26 24 22 20 18 16 14 12 10 8 5 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 — -- _— ---- -_ — -- — - -- ----_ — - - - ---- - — - -- — 1101-11ZONTAL SCALE FILE CROSS SECTIONS INDIANA � �� 17 } 3 �_ .► DEPARTMENT OF TRANSPORTATION �'ER'I'I 1 : 100 SC_1LE DE 99805000 Butler Fairman Seufert _- __ -LINE_ PR _ - c �oNS�� „N� tNO tt s SLTIZ� E1- BOOK SHEET i� DESIG_NEI): llIl - _BBH- PENNSYLVANIA STREET 290 112 OF 119 Q 8450 NES FIELL- BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G _ O INDIAI \POLIS, IN. 16240 MERRILLVILLE, IN. 46410 -- T 317 7 3-4615' 219 769-2333 i i -, CONTRACT PROJECT f 9�1 CITY OF CARMEL FAX 317 713-4616 FAX 219 769-2377 �� IIh��KI;I): - - -_.—:–�( 1JI��'�1��D: – - - - - -- -- R ' l910 STP IN50( 001 ),IN48(0' 2 x CUT CROSS SEC-TIOIA FI LL Scc!e 1 : 100 (1.�j TRIC) 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 _ 8 6 _- 4 2 0 2 — 4 _ — 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 N 1� 263 5 f 092 261 71 Connects to Stn 12 Str. N 167 { A nq Lin A @ Sta. 54-090 A c- _ . 9 A f. 0. 4 Str. o. 168 I Vc. = '37 Vf— 72 -- 263 *075 _ 261 A c. — 5.2 A f. 0. 4 Vc. = 5. 4 Vf. = 5.5 263 r5 3 261 f 06 Ac. 5. 7 A f. 0. 5 i Vc. 42.2 Vf— 4. 6 263 *056 261 Ac. = dJ Af. 0. 8 Vc. = 9. 5 Vf— 71 263 !- 5 +050 M 261 j — Ac. = 8 A f. 1. 5 Vc, = d5. 5 Vf— 19.2 i Q r �/— -- ..-�' --- 264 5 f 025 262 Ac. _ 61. 0 Af 0. 0 j Vc. _ . 0 Vf— 0. 0 i '-40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 G 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 C HORIZONTAL SCALE FILE CROSS SECTIONS INDIANA 1:100 37I3 0 '' » ..�. DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION LINE PR- 2 1: I00 9980500 Butler Fairman _ " � � Seufert h' - C O N S U L I I N G t N G I N t t K S I SUR�'E�� 1300h SHEET 1)ESIGN�ED: 1 .11 HR=H PENNSYLVANIA STREET ?90 113 OE 119 i 8450 •NESTFILLD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G I FAX 7 713-4616 FAX 219 769-2377 CONTRACT PROJECT �� I CITY OF CARMEL _ � -- CHECKED: INDIANAPOLIS, IN. 46240 MERRILL --_- - CHh t hED: - - _ R-2 910 STP-IN50(001 ),IN 18(03? 1 317 7,3-4615 2 9 769-2333 CUT c: R0SS SE'-TIC` I ;i5 FILL Scraie I . 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 IO 0 L 4 (5 —i---- l— ---� -- --------I----- 8 10 1 2 14 16 18 ?0 22 24 26 28 30 32 34 36 38 40 ----------- 1 � i I i i I j I 263 f 150 A c. = jo A f. 0. 0 L261 I Vc. = 7. 7 Vf— 2. g � 61 ED 142. OD 11 R-2 ' 263 *740 A c. _ Af= 0. 6 261 Vc- = 9. 9 Vf. — 9. 8 1 - Mh 263 ----�-- f 125 j Ac. = O A f 0. 7 261 Vc. = 7 7. 7 Vf. — 29. 7 o 263 - 5 f � Ac. _ . 5 A f. 7. 6 100 261 I _ P Vc. 5. 5 Vf— 8.2 ",-40 38 36 34 32 30 28 26 1 24 �2 20 1 8 16 14 1 10 8 -- 6 - —_4 2 0 L 4 6 8 10 12 14 16 18 _ -/0 22 24 26 28 30 32 34 36 38 40 ---- CROSS SECTIONS `�� ►' , INDIANA HORIZONTAL SCALE FILE _ I : 100 LINE "PR- 2 DEPARTMENT OF TRANSPOR � A�Ut��r Farman seUfert L--- TATION VERTICAL SCALE DESIGNATION f MI CON S U L I I N O C N O I N t t H S �-_---- I:10 O 9980500 llk SIGNED: DJI 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G _ DRAWN: REH St-R -�,1- BOOK SHEET ^y INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 - - - - --------------- ----- - - PENNSYLVANIA STREET 317 7`3-4675 219 769-2333 I - + • _ FAX 2i7 713-4616 FAX 219 769--2377 �'I�� I1��I�: I3� �90 11-1 0 F 119 -- ---- - - CITY OF CARMEL CONTRACT -- C HEChED: DJI PROJECT z -- R—?(9-10 STP—IN50(001 ),IN 18(03`0 w CUT CROSS SEC-T is fx�> F-I LL Scale 1 : 100 (M`=-'RIC) 14 16 18 20 22 24 26 28 30 32 34 36 38 40 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 4 2 0 2 4 r 8 10 12 — _ — --- I ---- �-- I ---- — - —�— --- 258 E— CO STR CT/O f goo 256 Sm Mod. C -= Dr e d 8m Mod. Cl. IIII Dr. @ Sta. f 087 t. 7. P.G• 259 Req'd 4 Sta. 5 087 L t _ ° 5 f 086 257 ` A c. = 4. 9 A f. 0.3 j j Vc. = 65. 5 Vf— 1. 5 Sg I 259 - f f 0 7��5 == 7 A f. 0. 0 257 ; i Vc. = 192. 8 Vf- 3. 3 X26 -_ 259 5 f 050 { 7226.5 8. 4 A f 0.3 Vf. - - 14. 1 I I i ! 25 261 P +025 259 - Ac. = 9. 7 Af. 0. 9 I/c. = 121. 6 Vf- 10. 8 262 - - 5 +00 —— �--- 260 Vc. = 59. 6 Vf- 275 260 4 Str. No. 40 *975 St ,No. 16 9 Str. No. 170 @ 5tc. 12* 30. 7 ' 258 @ Etc. 4 f 3 { = 4 8 Af 2 2 BE /11/ C NST UCTI /V „ R-3' Vc. = 59. 6 Vf. =:27 5 .S T 4+968- 368 -- - —� 260 - --- - 4 x-950 258 4 0 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 - 20 18 16 14 12 10 8 2 140 38 36 34 32 30 28 2.6 �4 22 — - -� - -- FILE HORIZONTAL SCALE CROSS SECTIONS INDIANA 1 : 100 '3743 VERTICAL SCALE DESIGNATION _ 3 " DEPARTMENT OF TRANSPORTATION 1 . 100 9980500 " LINE P R v i =- SURVEY BOOK SHEET FairrnanSeufert OF G coNSUL ,NO tNGNttr2s .; ,`.. a. ,I�. ll•JI _ _ _ __��__-�_ CARMEL DRIVE DE,_,1( L DRAWN: C'ON�I'R �C'T PROJECT 119 11 Q 8450 NES:; ELD BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G 1 - I� 8 (�3 31 7 7 3-04615 N. 46240 219R769-2333N. 46410 �� — - - - �j�- - - - - �)J� --CITY OF CARMEL �� FAX 7'7 713-4616 FAX 219 769-2377 �VHI (`I1ED --CHECKED: _-�� P,-2-(940 STP-IN50( 001 �' � � p^ CUT CROSS SECTIOr'.I S Fj LL Scale 1 :100 (METRIC) 40 38 36 34 32 30 28 26 24 22 ? 8, It —_ — 0 1 � 1 6 1 4 12 10 2 0 2 - �', j 4 4 6 - -�-----T- ---- ------- - 8 G 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 w 1 Connec is to --,— -..._._ 261 Str. No. 775 4 _ - -- -- *975 Ac. = 0. 0 Af 0. 0 259 I VC. = 28. 1 19. 1 262 *957 O 260 I I @ Sta. 4-1- 57 r I. Ac. = 3. 1 Af. 2.2 - 2. @ Sta. 47 X58. I I @ Sta. 4f957 b'c. = 22. 6 I/f. = 71. 1 2 4/f- *950 Ac. i 17.3 Vf - 4.8 ----- --- i 262 I – _ 4 - 477 *945 2 Ac. Af - = 3 6 I 1. 0 � - ----- l%C. = 18.4 I j Dr. d 2 - Sta. 4*946 t. P �. 262 3� not- -=. 4 — *940 Str. No. 17 @ S a. 4f9 7. 5 � = Ac. _ 3.8 Af i/c. = 29.3 7. 1m Al o C/.I Dr' @ Sta.l 4 f 932 263 L g�2 i j 2 0' 2m Mod. CA III Dr: -- 32 Rt. 4 'o o *932 _ 261 j Ac. = 36 Af. - 0.9 I VC. = 23. 4 Vf. - 5. 7 I 13-8---�-- -- - 263 4 —I-- *925 I — L261 - Str o. 171 i Ac. = 3. 7 Af- 0. 7 . T ! Vc. = 38.9 l/f- 8 G/N 6'ONS7FUCTUN 4 916. 20 "b" 4 ' 1 _ I 263 I 4 *900 Q �40 38 36 34 32 30 I c, 28 26 24 22 20 18 16 14 12 10 8 4 2 0 2 4 6 8 10 12 14 16 18 v 0 22 24 26 28 30 3 —_ —_ 34 36 38 40 -- ----- - - - CROSS SECTIONS HORIZONTAL SCALE FILE INDIANA 1:100 3 1:3 LINE "PR-4 DEPARTMENT OF TRANSPORTATION _ _ _ ERIrICaL �c�LE DESIGNATION - Butler Fairman Se_ufert — _ 1: 100 c�c�80500 C:O N S U L I I N O C N Q I N t t 12 S T ` _ _ BEH StrRVEY BOOK - 8450 'rVESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G � DI�A��' : , DE5'IGN�Fll: DJI � INDIANAPOL'S, IN, 46240 MERRILLVILLE, IN. 46410 �-- -- ----- — MAIN SHEEN 317 7- ---- ---- STREET 5 219 769-2333 CITY OF CAR FAX -- 17 713-4616 FAX 219 769-2377 C'IIF ('hED: BG DJ1 M CONTRACT 116 OF 119 0 ---- — EL PROJECT - -- -- — R-27940 f STP-IN50 001 ),IN48(032) p CUT CROSS F1L_ 1 stile 1 . 00 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 4 2 0 2 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 J.. 6_m / IIIDr Re Cl j I DID C NSTR CT/O St 7. -- G Q 258 5 +087 i Ac. = 2.8 Af- 1.0 256 I/c. = :114: Vf. - 25 9 I G 259 5 .--- +075 257 -- - t�,Na 179 No. /8 �i ray 5f 014. 5 S a. 5*0146. S a. i I Ac. = 2. 4 Af. — J. 0 - f/c. _ 6. Vf = 47 � Qy i I 258 i r5 Ac. Af - 8. Q f067 I ; Str. Alo. 178 256 --- - I --- ,-- --- _ lIf�-29. ------ � � 6) Sta 5f059, 5 i jj j i b I 259 5 �- I r� 063. j I 257 j I� j f I Q G 259 --- -� +050 257 — � Ac. = 0. 0 Af. - 11. 4 j I Sta 5*059. 3 vc. = 0. 0 [If - 11426 I I 260 �` 5 +025 258 Ac. = 0. 0 Af - 0. 0 i Vc. = 0.0 261 5 +000 259 ---i Ac. = 0.0 Af Str. o. 177 Lvc- = 0. 0 ✓_ f _C%. O_j I �40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 _ 0 _ 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 4 HORIZONTAL SCALE FILE �' CROSS SECTIONS INDIANA i 1 �� 43 o j N ERTICAL SCALE LINE PR-4 DEPARTMENT OF TRANSPORTATION llESI(aNATION C� I 1: 100 99 Butler Fairman Seufert ��- __-- _ -- --_ —_ --_ -- - — - 9980500 r -- "URN E BOOh SHEET J C O N S U L I I N G t N O I N t t 12 S IiESIt.�k,l�: U.rl DRAWN; �x - - MAIN STREET `_'90 117 OF 119 8 _ - - -- Q I 450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G I ____ __ _ �_ r 7� INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 — � (��TR � T d�RUJE� 1 317 713-4615 219 769-2333 � CHECKED: �, v,11 CITY OF CARMEL �� FAX 317 713-4616 FAX 219 769-2377 C IIEChED: R—`�(940 STP-1 50(001 ),I- �� ) C UT CROSS SECTiOHS FI LL Scale 1 : 100 (VETPIC) 40 38 36 34 32 30 28 _26 _ 24 22 20 18 16 14 12 10 8 -- ' 0 E 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 — T— --- QG 255 5 _ x-075 Ac. = 57 Af. = 0.5 Str. A/c. 188 253 Vc. = 94.8 Vf. = 53. 4 @ Sta 5 060 Q . 254 5 +050 Ac. = 1. 7 Af 4.0 252 � Str. 1 O Str. No 186 vc. = 23. 6 Vf. 153 S r No. 1 7 @ Sta. 5f 41 @ Sta. 74 f 4.34 ';4 " I ----- 255 e f 32 253 Ac. = 1. 1 A 1 1 3. 6 vf. 6. i 1 255 — 253 -f-025 If a I � O I 256 I *000 254 — I I I i _�- ",40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 0 8 10 12 � 4 14 16 18 20 22 24 26 28 30 32 34 36 38 40 IT 6 -- -- r - - - -- - ----------- --- ---- --- - - HORIZONTAL SCALE FILE Q CROSS SECTIONS INDIANA j- INDIANA...........` 1 :100 VERTICAL SC r 3 -13 c __ LINE PR- 5 DEPARTMENT OF TRANSPORTATION ALA DESIGNATION 1:100 9980500 Butler Fairman Seufert — _— C O N S u L 1 1 N G t N O 1 N t t H S - --- T ^^ M _- --- --- DRA�tiN: - -- - GUILFORD ROAD 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G a I�JI Ell �j�RVE� BOO SHEET 31D7I 713PO4615 1N. 46240 MERRILLVILLE, IN. 4641 f1 -- ---- — - 290 118 O F 119 C 219 769-2333 Tl V PROJECT FAX 317 713-4616 FAX 219 769-2377 (_IIE('I��;H: 13l CHECKED: - DJI- CIT 1 OF CARMEL CONTRACT f - -- ------ � - -- --- R-27910 STP-IN50(001 ),IN48(032) :� CUT CRO's SECT10 �J 'H" F LL- Scale 1 :100 (METRIC) 40 38 36 34 32 30 28 26 _ - 24 22 20 18 16 14 12 10 8 6 4 2 0 2 _ 6 _0 8 10 12 �4 16 18 2 � 22 24 �b 28 30 32 34 36 38 40 1 i I i I I 1 I , 1 11 --t---- EN CO STR CT/D i 255 Ac. = 3.5 Af. 104 253 I c, t I 0 Ih f 100 Af. = 0. 4 254 I35. 6 Vf. = 9. 9 i ,40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 U HORIZONTAL SCALE FILE are CROSS SECTIONS INDIANA 1:100 :j7 113 LINE DEPARTMENT OF TRANSPO VERTICAL SC_�LE DE' N_1TION PR- 5 RTATION . _ _ 1:100 9980500 Butler Pairman Seufert - --- G O N S U L I I N O t N O 1 N t L,42 S SLTRVE B00h SHEET �- DES'IGNED: - W1 - DRawN: I3EH GUILFORD ROAD 8450 JJESTFIELD BLVD, SUITE 300 509 WEST 84TH DRIVE, SUITE G - - -- -- - �9Q 119 0j 119 C INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 - --- — — 317 7'3-4615 219 769-2333 7 FAX 3,7 713-4616 FAX 219 769-2377 � II�,ChEI�: IjL - ------_ CHECKED: - _-- vJI _ CITY OF CARMEL CONTRACT PROJECT L f - -- - — - -- - ----- -- --- - - - — - R-279-10 S`TP-IN50(001 ),IN48( 032) a�