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122nd Street Extension
ROAD COI ,r NO. R-27472 FEDERAL ROAD STATE PROJECT N0, FISCAL SHEET TOTAL REGION ON NO. YEAR NO, SHEETS I•. `. D IANA 5 IND. STP-9929( 2000 1 99 DEPARTMENT OF TRANSPORTATION TRAFFIC DATA A.A.D.T. 1999 10,650 V,P.D. A.A.D,T. 2019 18,420 V.P.D. D.H.V, 2019 1 1,390 V,P,H, AND DIRECTIONAL DISTRIBUTION PLAN.L � PROPOSED TRUCKS 4% PROFILE o kA,Dj, ESAL'S MAINLINE HOW R 1,525,000 DESIGN DATA [ WAY DESIGN SPEED 40 M.P.H. S AT H I PRQJECT Dg5IGN CRITERIA =RECONSTRUC-110N NON-FREEWAY FUNCTIONAL CLASSIFICATION PRINCIPAL ARTERIAL RURAL URBAN URBAN INTERMEDIATE TERRAIN LEVEL ACCESS CONTROL 9929 S .11' - PROJECT N0 ,0 NONE f_wx� " POE * --*% ROJECT S p'w 9929 R1 W N ,,., , Mir , S fl—p V " 0j III._j C ' IN " dih. T4 • -A, '1 0 %,.If ( 00 ] - ) CN PROJECT DESCRIPTION BEGINNING AT THE INTERSECTION OF 122nd STREET AND PENNSYLVANIA STREET EXTENDING IN A NORTHEKSTLY DIRECTION APPROXIMATELY 800 FEET NORTHEAST OF CLARK STREET, LOCATED IN SECTIONS 35 AND 36, T18N, R3E, ALL IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA GROSS LENGTH: -- 1 . 116 MI. NET LENGTH: -- 1 .116 MI PLAN LONG: 1 "=20' PROFILE LONG: _ 1 "=20' TRANS: — 1 "=20' TRANS: 1 "=5* MAX. GRADE: 2.00% LOCATION OF SECTION INDICATED THUS -wr- PLANS PREPARED BY: NOTE. WOOLPERT LLP For Placement of Signs and Barricades, 7140 Waldemar Drive See Sheet No, 6-13&36--38 Indianapolis, Indiana 31 ail 46268--4192 317.299,7500 136th ST. 136th ST, WWLYER ' FAX., 317.291 .5805 END PROJECT STA. 69 + 21 . 51 " R " 431 131st ST MAIN ST. CERTIFIED BY: `��Om . PHONE (317) 500 ..`� •r1srEq`''�'�`°�,� �0. Foy`fie''' •:, r -0 ,31 CERTIFIED THIS DATE: /A// 7/03 STATE aF A T4 a° °w . A BEGIN PROJECT C1TY CENTS STA. 10+, 1 . 00" Rl� GR , NAPA 122nd ST. P v A PROVED FOR LETTING. _ CHIEF, DIVISION OF DESIGN, INDOT CARMEL OR, N 431 APPROVED FOR LETTING THIS DATE: C' 116th ST, 116th ST, v 3 In CITY OF GARMEL FEDERAZ_ HIGHWAY ADMINISTRATION �- DEPARTMENT OF TRANSPORTATION CLAY TOWNSHIP, HAMILTON COUNTY NOan, !S APPROVED ' IMAL KACIKI & INDIANA DEPARTMENT OF TRANSPORTATION NO SCALE Fi -J STANDARD SPECIFICATIONS DATED 1999 a TO BE USED WITH THESE PLANS. DIVISION ADMINISTRATOR DATE DESCRIPTION CODE ROAD FILE:- 9980520 PROJECT NO LINES SHEET TOTAL PILE NO, SHEETS TP--9929 R 1 99 — p _ . s� d$ UTILITIES GENERAL NOTES FEDERAL ROAD FISCAL SHEET INDEX REGION Np, STATE RROJECT N0. E TOTAL_A arch Shoulders, YEAR N0. SHEETS Median Areas and Cut and Fill slopes shall be plain or mulched seeded except � AND. where Sodding is specified. TP-9929( 2003 2 9q. The final Cross Sections of the Grading Contract will be the original cross sections of the paving HEET NO F'.H•W.A DATE ADOPTED of contract. However, partial or complete cross sections shall be taken if necessary to determine 9 DESIGNATION APPROVAL LATEST REVISION OR TELEPHONE CABLE TV the actual excavation_quantities. 1 TITLE SHEET N R The P r R I tion will a cro ectio the En"n f INFORMATION SHEET AMERITECM TIME WARNER CABLE 3 LEGEND SHEET 5858 N. COLLEGE AVE. Existing asphalt pavement located outside the construction limits, between Sto. and 4 P INDIANAPOLIS, IN. 46220 516 E. CARMEL DR, Sta. ..., shall be removed as directed. TYPICAL CROSS SECTION CARMEL► INDIANA 46032 The quantity of peat excavation shown on the plans hoe been estimated LAT N0. 1 252-5005 972-9700 theoretical cross sections b using treatment of d an the basis of p y 9 existing fills, treatment by removal, or 8- 13 -MAINTENANCE OF TRAFFIC WATER ELECTRIC treatment by displacement, where each treatment applies. 14-24 PLAN AND PROFILE - LINE R * * AN Disturbed Areop Shall be Sodded unless Otherwise Noted. 25-26 PLAN AND PROFILE -- LINE S- 1 -R INDIANAPOLIS WATER COMPANY PSI ENERGY * * All Existing Pipes, Inlets and Manholes Shall be Removed Unless Otherwise Noted. 27 PLAN AND PROFILE-- LINE "S-2-R" 1220 WATERWAY BOULEVARD 1441 S. GUILFORD 28 29 PLAN AND PROFILE - LINE S-3-Ryl P.O. BOX 1220 CARMEL, IN. 46032 REPRESENTS GENERAL NOTES REQUIRED 30 - , SIDEWALK DETAIL SHEET INDIANAPOLIS, IN. 46206 839-.9611 31 32 GRADING PLAN 263-6301 33,34 RETAINING WALL DETAILS 35,36 SIGNAL PLAN 37-39 SIGNING AND PAVEMENT MARKING PLAN GAS 40 SHEET SIGN AND POST SUMMARY TABLE SANITARY SEWER 41 EROSION CONTROL TABLE INDIANA GAS CO., INC. CLAY REGIONAL WASTE DISTRICT 42 APPROACH TABLE 16000 ALLISONVILLE RD. TQWNSHIP 43-46 UNDERDRAIN TABLE 47 48 STRUCTURE DATA TABLE NOBLESVILLE, IN. 46060 P.O. BOX 40638 800-777"2060 INDIANAPOLIS, IN. 46240-063$ 49--51 PIPE MATERIAL TABLE 52-99 CROSS SECTIONS REVISIONS.HEFT N AT REVISED R/W INDEX SHEET N0. DESIGNATION TITLE SHEET INDEX SHEET PARCEL LISTING FOR LAND ION TYPICAL CROSS SECTIONS PLAN & PROFIL DETAILS APPROACH TABLE STRUCTUR TABLE P M This set of plans shall not be construed to be a property retracement survey. Where-- y apparent property line, owners or section corner information is shown, it is based on physical evidence or testimony N f1 O The topographic information for this project was taken from survey performed in 1998 3 The design consultant does not warrant the a z accuracy of this data and advises the contractor to field verify all information. C N r O * F,HXA APPROVAL PENDING �P- 2 7Z71"72. Des. No, g9805 20 FEDERAL ROAD STAN PRC�tECT NQ, FWAL SHEET TQTAL REt4M NO, YEAR NO. $HEM �v IND. STP-»9929( ] 200.3 .3 94 0 CATCH BASIN [ JUNCTION BOX BIKEPATH; o CURB INLET �1 PULL BOX 140#/SYD HMA, TYPE A, SURFACE ON 300#/SYD HMA, TYPE A, INTERMEDIATE ON DOUBLE CURB INLET o POST (FENCE, WOOD► STEEL, CONCRETE) 5" COMPACTED AGGREGATE, NO. 53, BASE o END SECTION © SANITARY LIFT STATION 0 STORM MANHOLE 0 STORZ CONNECTION Q 6" Cement Concrete Povernsnt for Driveways 6" Compacted Aggre�cta, Na. 53, Base 0 SANITARY MANHOLE ® TELEPHONE PEDESTAL e CLEANOUT ® TELEPHONE RISER a WATER METER ® TELEVISION RISER A T14RUST BLOCK © VAULT V FIRE HYDRANT - CABLE UTILITY MARKER HMA, TYPE A. APPROACHES M WATER VALVE ELECTRIC UTILITY MARKER 140#/SYD HMA, TYPE A, SURFACE ON 300#/SYD HMA, TYPE A, INTERMEDIATE ON Div POST INDICATOR VALVE 4- GAS UTILITY MARKER 860#/SYD HMA, TYPE A, BASE 13 WATER SPRINKLER 4- TELEPHONE UTILITY MARKER �+ ae ji=+ OR WATER BEND N ELECTRIC RISER (Z) 4" CONCRETE SIDEWALK 0 WELL t1� ELECTRIC PEDESTAL —W WATER ELECTRIC MANHOLE F� PATTERNED CONCRETE (SEE SHEET NO, 30 FOR DETAILS)e ELECTRIC LINEl GAS MANHOLE 4^J QC/QA-HMA RESURFACING T TELEPHONE LINE 0 TELEPHONE MANHOLE 140#/SYD QC/QA - HMA, 2, 64, SURFACE, 9.5 mm G GAS LINE ® WATER !MANHOLE FULL DEPTH QC/QA-HMA PAVEMENT; 140#/SYD QC/QA --� HMA, 2, 64, SURFACE, 9.5 mm ON OE OVERHEAD ELECTRIC o FOUND BRASS PLUG 300#/SYD QC/QA - HMA, 2, 64, INTERMEDIATE, 19 mm ON UGF UNDERGROUND ELECTRIC O FOUND IRON PIN 405#/SYD QC/QA - HMA, 2► 64, BASE, 25 mm ON 125#/SYD QC/QA - HMA, 5, 76, INTERMEDIATE, C25.0 mm ON UGT UNDERGROUND TELEPHONE Q FOUND HIGHWAY MONUMENT 330#/SYD QC/QA - HMA, 2, 64, BASE, 25 mm c CABLE TV LINE ® FOUND IRON PIN WITH CAP HMA, TYPE A, APPROACHES FLAG POLE 0 FOUND IRON PIPE 140#/SYD HMA, TYPE A, SURFACE ON 300#/SYD HMA, TYPE' A, INTERMEDIATE ON # GROUND LIGHT @ FOUND PKNAIL 8" COMPACTED AGGREGATE, NO. 53, BASE LIGHT POLE U FOUND RAILROAD SPIKE POWER POLE FOUND RIGHT-OF--WAY MARKER SURFACE MILLING 1 1/4" TELEPHONE POLE 0 FOUND BOAT SPIKE CABLE POLE & FOUND HARRISON MONUMENT HANDICAP RAMP "AS DESIGNATED" TELEPHONE, CABLE, LIGHT, & POWER POLE + FOUND CROSS WIDENING WITH QC/QA--HMA CABLE AND LIGHT POLE M SET HUB 300#/SYD QC/QA -- HMA, 2, 64, INTERMEDIATE, 19 mm ON 405#/SYD QC/QA - HMA, 2, 64, BASE, 25 mm ON CABLE, LIGHT, AND POWER POLE SET IRON PIN WITH CAP 125#/SYD QC/QA _ HMA, 5, 76, INTERMEDIATE, C25,0 mm ON CABLE AND POWER POLE • SET PKNAIL 330#/SYD QC/QA - HMA, 2. 64. BASE. 25 mm 4' TELEPHONE AND POWER POLE t SET RAILROAD SPIKE UNDERDRAIN POWER AND LIGHT PALE GUARD RAIL CONCRETE CURB TELEPHONE AND LIGHT POLE ��,�1,�J TREE LINE 10 POWER POLE WITH RISER 0R TREE MODIFIED COMBINED CONCRETE CURB & GUTTER TRAFFIC SIGNAL C BUSH/SHR JB 16 MODIFIED CONCRETE CENTER CURB (SEE SHEET NO, 4 FOR DETAILS) ® TRANSFORMER -a- BASKETBALL GOAL SODDING (NURSERY) 0V GAS VALVE o BOLLARD 10 GAS METER ® MAILBOX TEMPORARY SILT FENCE 0 GAS REGULATOR -II- SIGN TEMPORARY EROSION & SEDIMENT 1; GAS FILLER X BARBED WIRE FENCE CONTROL, DITCH INLET PROTECTION GAS PUMP o CHAIN-LINK FENCE --- --- " CONDUIT, 2 , GALVANIZED STEEL � HAND HOLE a WOOD FENCE HEATING/AIR CONDITIONING UNIT HANDHOLE HMA FOR PATCHING 990#/SYD HMA PATCHING, TYPE B 0 r 9 N 0 O CN t O CJ W 3 INDIANA DEPARTMENT 'C3 3 Z W in E.C7 LEGEND Qr, °rn �t0�l�T r� es�r kn R z-01 3 163 STATE OF 7zl7Z Des. No. 9980520 f RREGM N0. YEAR SHEET NQ SHEET'S RR�,IECT Nli. 5 INa. STP-9929( 2000 �9 App, or R/W 1'-t3" Curb Offset . 1'-0" Curb Offset ARP . or RIIW Vari2s from 4 tQ 6 Varies from 43' to 55' 1 0 I-ou 101-00 Clear Zone Clear Zone -. 1 -� a - 11 8 --o 00 Varies 2% Min, Varies 2x Min, 1 2 1 1 2% P.G � 2X 1 2% ..------- - ---------------- ��.►----- P.G F _________________________ 3; 1 (Max.) Tack Coat (Typ.) L U Subgrade Treatment Type "A" d U STA. 10+31 "R" to STA. 69+21 .51 "R" 1'•-0" Curb Offset ---- �^ 2►_1" ''L 21_1" 1 u ► " ► " , u ► a u .. d. ... 1 2C P,G 611 2�' P.G 2 1 12.1 "` - 3,1 Proposed Retaining Wc!!�-� F --- . ------- .. 'Vag, 8 -,�.---�''•� --------------------------- Compacted Aggregate ,,. U Tw[a LQu U �.- STA. 15+25 "R" to STA. 16+25 "R" STA. 41 +15 OR to STA. 42+15 "R" » » �^ STA. 42+68.3Q R t4 STA, 55+01 .55 R _.__._______ STA. 20+26 "R" to STA. 21 +43 "R" STA. 43+30 "R" to STA. 44+30 "R" STA. 35+41 "R" to STA. 39+18 "R" STA. 22+43 "R" to STA. 23+60 "R" STA, 49+59 "R" to STA. 50+59 "R" STA. 24+35 "R" to STA. 25+24 "R" STA. 53+55 "R" to STA. 54+55 "R" STA. 26+24 "R" to STA. 27+12 "R" STA. 55+50 "R" to STA. 56+76 "R" STA. 35+28 "R" to STA. 36+28 "R" STA. 57+76 OR to STA. 58+76 "R" STA. 38+20 "R" to STA. 39+15 "R" STA. 61 +72 "R" to STA. 62+72 "R" REVERSE AS NECESSARY , " 1 " I ------------------------ ---- -- _ 1 % 3:1 (Max. ! ________ _ ____________________ --------- t ------------ ;11 U STA. 42+68.30 "R" to STA. 55+01 .55 "R" Sta. 61 +32.23 "R" to Ste. 69+21 ,51 ►,R" -15 or C-15 Inlet I 15 15 " T For Legend See Sheet No. 3 5' S' NOTE; All Disturbed Areas That i are not" Paved or Sodded Geotextile for aholl be Mulched Seeded Class "U". Ln Gutter Pan Gutter Pan Unddr©ins Transition Transition N Aggregate For U 1,_0" Slope Varies Underdroins 14" Not To Scale INDIANA DEPARTMENT CAF TRANSPORTATION_ wYPICAL Geist to be included in modified concrete UN.UEBURAIN DETAIL C 0 S S S E C T 1 curb, and gutter, No Scale Q SCAI_E; 114'0=1'-© ,����, ►v►I .III. i /� 03 eo,. 4 E U ��1 tiG%ST N r w d �o• LO ' STATE OF »'C t U' Des. No. 9980520 - 7��2 R/W Ft SHEET TOTS. R/W "S- 1 -R" or App, O pN ,�° •vac a to "a �` No, 04cm ©r App. Line » N IND. ISTP-9929( 2000 5 9 9 PR Varies 35'-0" to 50'_0 Varies 35'—0" to 50'_a» Vane' 01--0" Varies Q'—Q" to 1'-0" Max to 1'-0" max, Varies 0'--0" 1'-0" Curb Offs® 1 '-0" Curb Offset Varies 0'--0" i� N 1 a / N 'Z1..' » /'��" /+*+ » !.r " / I—oil ri ! o — " — 71-00 " V Match Existing Existing Pavement Elevation Pavement Elevation Remove I� 2X 2X fi�% Remove 5 Tack Coat (Typ.) MC 6 0 2% 2X 0 fi" � K �N 5 2% 29� _______________ _________ ..... .... ._.. _._ _.... _.. ..._ .^-.- Saw Cut ..... ..._ __.. .,.,._ .._. ...... ...-„.. ._ .._ Saw Cut Saw Cut ____- _ _________________ ____ Saw Cut W ” " U U Tack Coat (Typ.) U U Subgrade Treatment Type A C A R M E L D R I V FILL SECTION STA. 14+40 "S-1 -R" to STA. 24+10 "S-1 -R" CUT SECTION i l '-0" Curb Offset , Line "S-- 1 --R" 4'_0 W-0,-•-0, Varies 0'-0" to 1'-0" Max. � Varies 0'--0" P.G. 6 6" to 1!_0" Max. P.G. 2X ? - ?3._.�..► ., ----- Saw Cu Saw Cut — —IQ: : — — — — — Existing Pavemen# Existing Pavement Left Turn Reverse as Necessary STA. 16+65 "S-1 —R" to STA. 19+40 "S-1 —R" STA. 20+60 "S-1 —R" to STA. 21 +85 "S-1 —R" R/W R/W Q Line "S-2—R" or App. or App. �! 2 "1 1 a 70-00 ! " 2X� 5 2� P.G. 2X� 15 2% 3•f � ------____°''`-•�--------------------------- L U Tack Coat (Typ.) U Subgrade Treatment Type "A" ADAMS STREET STA. 18+64.29 "S-2--R" to STA. 21 +40.93 "S-•2—R" (30mph) NOTE; For Legend See Sheet No. 3 R/W R/W Line "S--3-.R„ or App.R or App. R. 35/ N F 67 N U P.G. 2% 2X INDIANA DEPARTMENT OF TRANSPORTATION _._______ 2X 2X 296 ak,�--- F 3 YPICAL CROSS SECTI " Ilk,3. 1 - L SCALE: 1/4'=1'"D `` �%1 E u,,, `r,�2 f/7 03 (Max,)\ ) `{ o U Subgrade Treatment Type "A" Tack Coat (Typ.) U ��+►�fPj3\STEj�j ,�F�le�r�5 t 't Ln f' 0• N UILFORD ROAD = � ` 8fiQ163 :� � o % � STATE OF • o •. Ln STA. 16+60 "S-3—R" to STA. 23+70 "S-3—R" a (des. No. 9980 520 1Q- ����2 FEDERAL, ROAD f9$CAG SHEET TOTAL REGION NO. SATE I�ROJfCT N4. YEAR NO, SHEETS 5 IND. LTP-9929(" j 200:5 Ga qq ROM RM DETOUR 70 TO AHEAD R TRAFFIC THR F1 _' R11 -4 R11-4 �- 60" x 30" 60" x 30'" XW20-2" ROAD 48 x 48 CLOSED XM4--10(R) XM4--1O(L) R11--2 48'" X 18" 48" X 18" 48" x 30" ROAD CLOSED 131st ST. MAIN ST. SHIT STREET g 30 X 24 30" X 24"' 48 1 x 30"' ® III B Barricade 6 XM4_s{�) xM4-9(R XM4-10(R) 30" X 24" 30" X 24� 48 X 18 D c� o RO�AA STREET St"R£i`T' 30" X 24" 30" X 24" 30" X 24" 30" X 24" `��� 5th ST. pETOUR � FOUR t�1dl1R IN XM4--9(L) XM4-9(R� XM4 -9(L)" XM4-9(Rj �Q 30 , X 24 30 X 24 30 X 24 30 X 24 C3' Q r 6th ST, LLA STREET S��E�T 1 � 30" X 24" 30" X 24" 30" X 24" CITY CENTER DRIVE MOHAWK RD, XM4-8a XM4--8a XM4-8a 24" X 18" 24" X 18" 24" X 18" 5 + WINONA DR, 6 � III A Barricades III B Barricade 3 ADAjwS cARMEL 7 CITY CENTER C, III A Barricades III B Barricade Q� ----"�` �'`i�_ NAPANEE DR. J GRADLE DR. III B Barricade iil A Barricades ar 6 4 g SHOSHONE DR. L&QQjQ 122nd ST. M Construction Sign Construction Sign with Flasher �„ 3 cn a ... Type III Barricade < 0 N Area of Construction > u' cnZ ------__ z 'MA E 1 r For Additional Construction SignsU PIAN See MoIntenece of Traffic Sheets 8 Thru 10 E. DETAILS `"t61i10YYyt ��1�, G3 °o Scale; 1" -- 100' {. 860163 r ° 4WNI ® 01 "I"ONAk Des. No. 9980520 �` ��" FEDERAL ROAD STATE FISCAL SHEET TOTAL REGION NO. PROJECT NO, YEAR NO. SHEETS INN. STP-9929( ) 2003 7 91 TO rig DETOUR CLOSED AHEAD TH T Fl imm R11-4 R11-4 - R%D rF---4-'! r L-' j 60" x 30" 60" x 30" TO XW20--2 THRU TRAFFIC 48" x 48" R 11--4 XM4-�10f(�R) XM4-10(L) 80" x 300 48" X 18" 4800 X 18" 131 st ST. MAIN ST, 30" X 24" 30" X 24" ROAD � III B Barricade o CLOSED --- R11-2 XM4-�9(L)� XM4�-9(R)� 48" x 30" 2 6 30 X 24 30 X 24 �= 0 0 Rom � 30" X 24" 30" X 24" 30" X 24" ° 4 5th ST. DETOUR D +�• � fc a•- pE1Ql1R UOUR C7 � XM4°--9(L) x1+ 4--9(R) XM4--9(L) 30" X 24" 30" X 4" 30" X 24" 1 ' 6th �3 Ix W ' z ST' 30" X 24" 30" X 24,E CITY CENTER DRIVE MOHAWK RD. IT V M XM4--8a XM4-8o 24" X 18" 24" X 18" w Q 8 III B Barricade "n WIN4NA DR, 2 5 $ 3 ►� Us s r, 9 � � . 9 CARMEL � 9 CITY CENTER 7 4 ,�.• C! III A Barricades 6 141 B Borricodo ill A Barricades NAPANEE DR, GRADLE IR. oc Q 111 B Barricade z 2 4 6 td SHOSHONE DR. 122nd ST. z 9 8 Construction Sign III A Barricades ' - -- Construction Sign with Flasher © 5 ,..... Type III Barricade , U II B Barricade �s Area of Construction o N w z 11 Dz ----,., , X PHASE 2 For Additional Construction Signs 0 See Maintenance of Traffic Sheets 11 Thru DtT UR PLAN d / o E. N_ Scab: 1 -- 100 r _�=4 860163 ' A STTE OF t Des. No. 9980520 4V1,4 1 YlM4 i IWO STATE Pi9ECT N0. FISCAL SHEET TOTAL N0, YEAR 8 NO. 9SHEETS OAD -9929(p l . 2003 CNISTR HEAD ►, a + t3 XG20--2 ii I a 60" x 24" XR20.-1 48" x 48" IT \V AL � !t t, t w 1 1! 11 11 to it11 �l �I W• t1 10+00 12' h- 12 -- �+ t1`) �; ► 122nd STREET � iii�" ;,.:mac=- ........_ __�.__ ._...� ,._.. ._,._- _.�._.. _......_ ...._-- ..,...._ ......_ �___._ ._._.... ..,....- ____._ _._._ ----•,�;-- --�*-- -^-- ��1J << „=' 54 it! RoAa CONS F --- --, . -- �- --. r EAQ l ,N CONST ► 0 � _._ _._ _ . _._. J L XG20-2 48" x48" I It I 1 6©" x 24" 1t 1 l I ' W W t i t I i 1 , l STR U_ XG20--2 I � 60" x 24" Varies 0' -- 12' i 0 to XW20-1 � O1 For Phase 1 Detour on Hancock Street, F ..._ .__. _... ____ ____ __ _ ,tr 48" x 4�" Q See Sheet # 6 � � o t �I A 53 C7 �,. Remove Curb C 0� 1 1:112 + N 12, -AL .� � tom •.. 122nd STREET 12' _._. 140 /sys HMA Surface 9.0mm a __ ___ __... _. ..._,. ...... ._._ ._.. .�., .,., W W 1210 ;lr/x ys HMA Boa* 25.0m m \ �' A 54 U -- Cwt` I r XW20--1" ,--. f- 48 x 48 •N um I 1% 12' 12' XG20--2 0 1 1 0 am r^� 60" x 24" TT 1 r WORK AREA TRAVEL TRAVEL 00 LANE LANE ,. 53 Temporary Pavement barking, Il, White, 4" o d 54 Temporary Povement harking, ll, Yellow, 4" 56 53 55 Temporary Pavement barking, II, White, 24" SECTION A-A 53 54 53 Construction Area \ Standard Drum TEMPORARY PAVEMENT 1 . East and Westbound traffic shall be maintained w► Direction of Traffic on existing 122nd Street and Temporary Pavement. 00 2. Proposed Westbound lanes to be constructed thru Construction Sign with Flasher �' © binder course. 3. Construct Hancock Street approach. 100 t Type 111 Barricade t� 53 For Phase 1 Maintenance of Traffic 4. Install Traffic Signal Equipment, C� 5. Seed / Sod all disturbed areas. + 12• On Carmel Dr. See Sheet No. 9 00.4 Temporary Pavement: 53 0 = 990#/Sys. W HMA Bose 25 mm (n CD QEN06L NQIL5 PHASE 1 W W 1. Access to All drives shall be mointolned MAINTENANCE OF TF0 I^� at oil times. 54 �U,,, •r- 2 CONSTRUCTION Z 0 N E D ES h SP EED 3 0 MP H DETAILS .►E.,(Irqfr���•,..,/,®�,l l mom / 03 2 122nd STREET . ._ _ _ ._._. 3. For Maintenance of Traffic during the placement CN of Temporary Povement, see Std. Dwg. 801-- 01.-0i. Scale: 1 50 r� in t I-.o i 860163 w = t ____ ~-� -° STATE OFgv ° N A Des. No. 9984520 FEDERAL ROV STATE KOJECT MCI. FISCAL SHEET TOTAL.REGION NO,ROAD YEM NO. SHEETS CLOSED 5 INO. STp-9929( ) 20-03 9 99 R11-2 48 x 34" X104-10(R) 48" X18 53 / ROAD CLQS R11--2 48" x 30" �q 1 Contractor shall phase ` construction for intersection , JJ 11 11 XG20-2 I 80" x 24" / to keep 2-way traffic open , TRAVEL— TRAV / / f � WORK AREA EL / at all times. / LANE LANE TEMPORARY PAVEMENT � �'` / / Ae .� '�' ' 1, r^ .,,, SECTION A--A 53 1. East crud Westbound traffic shall be maintained \ on existing 128th Street and Adams Street. / DETOUR 2. Proposed Westbound lanes to be constructed thru AHM binder course. 3. Close Guilford Road south of Adorns Street. 54 4. Reconstruct South Approach to Guilford Road. XW20 2 5. install Traffic Signal Equipment. 48" x 48" "- �, '"" 6. Seed / Sod all disturbed areas. / For Phase I Detour Route on MR Guilford Read See Sheet No. 6, EAp 500' END NSIRU-1 xw2p 1 � 48" x 48" TT gvczo�4~ 4 to r � I \ 1 1 \ 1 1 \ � � OA Temporary pavement Marking, il, white, 4" \ ra 54 Temporary Pavement Marking, iii Yellow, 4" � ,.„�.- ` __-- _...... -- 48 X A 500' Construction Area � Standard Drurn ► Direction of Traffic , Construction Sign with Flasher ` 54 50, t ` • Type Ill Barricade A TYP Temporary Pavement, l END 990#/Sys. / i STEU HMA Base 25mm �' / xG20--2 tvnnU / 0. / Ra" x 24"60 xG2o--2 PHASr. 1 � aa" x a4» �► / � 0 GENERAL NOTES �' / ' , �' MAINTE'NANCE OF F � 1. Access to All drives shall be maintained I OA at all times. �J S 1 R11V 1' trr�e I, EAA 2. For Maintenance of Traffic during the placement / Scale; 1" 50' = No* �----- I I I 1 66163 ja of Temporary Pavement, see Std. Dwg. 801-TCF©--01. � xw2U-- �_ Q °. STATE OF 3 A �`� 9'O AkM.} a Des. No. 998Os20 _--- __ _. _ _ FEDERAL ROAD FI$CAL S TOTAL. REGION NO. STATE PROJECT W. YEAR NO, SHEETS 110. STP-992 ) 2003 f O 99 CHAD / CONSTRUCTI / MEAD / XW20-1 4A" X480 END w / � XG200-2 z w / END-- , . 60" x 24" XG20-2 60" x 24" 50t 3 TYP 53 OA D 200' 53 CONSTRUM 54 53 MEAD ' XW20-1 A .� 48" X 48" � For Phase I Maintenance of Traffic on 122nd Street See Sheet No. 8. WORD TRAVEL TRAVEL TRAVEL TRAVEL WORK AREA LANE LANE LANE LANE AREA i 4 f f 1► 1 ' ( olmo 0 0 5 5 4 5 5 LEGEND SECTION A—A 53 Temporary Pavement Marking, fil, Whit, 4" 1, Mill 1" of Pavement from Carmel Drive, 2. Construct Widening 'thru binder course. Temporary Pavement Marking, fil, Yellow, 4" Construction Area b U W Standard Drum PHASE 1 Direction of Traffic CA MAINTENANCE OF TF"U% 0 �G Construction Sign with FI©sher U J Q Flashing ng Arrow Board DETAILS ..... Type III Barricade 1 Scale; 1 -- 50 D• :4 ` 60163 r c4 Des. No. 9180520 It (I r N FEDERAL ROAD FISCAL SHEET TOTAL II ! H YEAR NO. SHEETS []OqO Nr 1 u REGION N0. STATE PROJECT NQ. coNSTRUCTI ;i t Iw 5 IND. STP-9929 ) 2003 t 1 qq HEADy r Ir XG20-2 60" � 411 XW20-�-�1 II it li 48" x 48" Ir It n # n NI # I) NI IN NI 11 !� ! 11 1 ti ! 00 41 n d IMF' I It 10+DO mob + •► N li tl ti 0 w1i z II LJ Uj 11 i I z //► ( 4 11 li Z F of l I rte,' . .. ._.. .o... . . _ 1 \ ,..... ..... ...,... _.... ..r _...... .,..,.. ...... _.._. ..,.... ....- ..,.. ... ..... rl f II F 11 1 it � 11 N it ff I 11 1 II I tt It ROAD CQNSTRUCTIq — ___ _ _ J L "N n EAD I li CONE I I 11 li w ii I CxG2o-�2 n �� 60" x 24" YI ' Ir XW20-1 i iM 48" x 48" I tt I I I I NI ROAD , C ?NSTRWTIt} I �I XG20--2 MEAD so" x 24" I I I XW20-1 I ZI 54 53 + + N 30+00 + .Q + � 0 tam + W W Z W A ROAD CONSTRUCTI j --� EA D m J J I � -- I Q 1 XW20--1 0 ►► I I I I 48 x 48 I cn I I 11' 11' 40' t I I w r TRAVEL TR AVE VEL WORK K AREA END u I LANE LANE , .^ U I 1 I I <., �- 1 I XG20--2 I ' 60" x 24" I ► 53 o Ll 53 2Xl 3 Temporary Pavement Marking, II, White, 4" `i"► SECTION A--A 54 53 5a Temporary Pavement Marking, li, Yellow, 4" 56 Temporary Pavement Marking, II, White, 24" 53 PHA� 1. East and Westbound traffic shall be maintained G1J Construction Area on proposed Westbound 122nd Street. 2. Proposed Eastbound lanes to be constructed thru + Standard Drum binder course. 3. Construct raised median. � Direction of Traffic 4. Reconstruct Congressional Street approach. .Ar Construction Sign with Flasher 54 I k P g. . o Cr ° 1 . Surface Course to be placed one lane at a time, 0 + - 2. Traffic to be maintained with flogger operations. For Phase II Maintenance of Traffic On Carmel Drive See Sheet No. 12, O H PHASE" 2, 3 n 0 d U GENERAL A NQ ww MAINTENANCE O F TRA z 1. Access to All drives shall be maintained at all times. E � �i,2��7 4 ItlYYN Y/b® 0 \ LO � C* Scale; 1" - 50' 1 +Q1633 ---� WWI of rr�.t' • t •i i it �� ......... � Des. No. 99$0520 FEDERAL ROAD FISCAL SHEET TOTAL. REGION NO. STATE PROJECT NO. YEAR NO. SHEETS / 5 INS. TP-9929 200 3 1 / { ) 2 919 / co / See Detour Plan -N xc20--2 60" x 24" �.,. 25, TYP 50' 00.6 Typ A 0AD --- . .. ._w 54 �Ci�TRi.ICT#0 C i A p �� .f p Ali iD� �5. 7i . � MEAD -� _i V,� �" -- -�..• 54 54 kw20-1 -�--.. 48" x 48" � "-----_� 220 54 > 20/ For Phase II Maintenance of Traffic on 122nd Street See Sheet No. 11, kW4-2-A(R) A 25' 48" x 48" TYP 54 53 54 300' Taper f 12' 40' 12' TRAVEL WORK TRAVEL. � LANE AREA LANE 1' 1' a Rii5 o QI C= k4s > 2-A(R) � ~ X SECTION A-A -- x 54 54 12' 30' TRAVEL WORK TRAVEL WORK LANE AREA LANE AREA © o N 54 SECTION B-- 54 e B �' / / XG20-2 60" x24" PHA 54 / �o 1. North and Southbound traffic shall be maintained on outermost lanes of Carmel Drive, 2, Proposed widening to be constructed thru binder course. 3, Construct raised medians. 54 8 ti 54 1 . Surface Course to be placed one lane at a time. 2. Traffic to be maintained with flogger operations, A GENERAL NOTES I a 7 0 20 ' , LEGEND 1 , Access to All drives shall be maintained at all times. 53 Temporary Pavement Marking, II, White, 4" Construction Area 53 54 PHASE Z 3 54 Temporary Pavement Marking, 11, Yellow, 4 Standard Drum DA MAINTENANCE OF T"^F 1C a 4 Lt -+► Direction of Traffic 4 E. Construction Sign with Flasher --- Type Ill Barricade Scale; 1" - 50' 0. o-,o 866163 _a L R � a O STATE OF � .t�IANPrf�. /ON AL ���f9fffb9i15��`® Des, No. 99$0520 FEDERAL ROM STATE PROJECT NO, FISCAL SHEET TOTAL REGION NO. YEAR NO. SHEETS ROAD / 5 IND. STP-9929{ } 2005 13 q4 CONSTRUCTIO / HEAD o ROAD XW20-1 �.x 48" x 48" 15+00 "S-3-R" R11--2 48" x 30" END SIB XM4-10(R) XG20-2 48" X 18" 60" x 24" 15+00 "S--3-R" For Phase II detour route on Guilford Road See Sheet No. 7. Contractor shall phase construction for intersection to keep 2--way traffic open at nil times, 12 12 53 / `� WORK AREA TR A VEL TRA VEL ROAD �� I LANE LANE CLOSED </ # / / 5t R11--2 \ 48" x 30" / 1' 54 � �., w SECTION A-A 54 53 PHASE 2 1. East and Westbound traffic shall be maintained on 2. Proposed 126th Street. ROAD o o p d Westbound lanes to be constructed thru binder course. CLOSED 3. Construct North Approach of Guiilford Road, R11 -2 ROAD 4. Reconstruct Clark Street approach, part width. / 4$" x 30" CONSTRUCTI 5. Seed / Sod all disturbed areas. / HEAD w PNASE-3 / I / END XW24-1 0 �a 1. Surface Course to Be Placed One Lane at a Time. SIRU 48" x 48" I � 2. Traffic to Be Maintained by Flogger Operations, 60" x 24" c u 15+00 "S-3-R" -�---- ------ „J 54 51 C-41 .�.. C-41 Cl�, .-�.�.'`'--_-_ .�. 48 x 48" /RO\AD CEO �. CONSTRUCTIO 5o' ---w--= _per -'�R `� - '- \ TYP A / --�—�_=�-- -�' `� �`' �` \, HEAD 4$ x 48 END / \ \\, „\ 15+00 "S-3-R" -GENERAL NOTES XG20-2 F 1. Access to All drives shod 60" x 24"be maintained 15+00 "S-3-R" / / at all times. ROAD fj LEGEND CONSTRUCTIO \\,� HEAD 5t Temporary Pavement Marking, I, White, 4" I �P/ Xw20-1 54 Temporary Pavement Marking, Ii, Yellow, 4" ►, HAS 3 48" x 48" N 15+00 "S-3-R" 56 Temporary Pavement Marking, II, White, 24 ' A tNTENA V00 Construction Are N Standard Drum + ' ,yVST44,�F��irr r4j•�' O� r Direction of Traffic Scale, 1 " = 50' = No. i 860163 ht �`•,. STATE OF f Construction Sign with Flasher /19NAlE�*R�� Des. No.9980520 I 271-172_' a r ..n r Nr 1 ' * s v V me U11 • M • + r r s 4 s i S r • • it �" i • • r • � � r aC „ !-. Gp. 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MW STATE PROJECT NO, FISCAL $FLEET TOTAL BANKERS NATIONAL LIFE INSURANCE COMPANY (CONSECO) RE6It7N N[I � ^ �aa, � —�s2s( 2003 �� �� +00 42' STR. N 1 Sec. 35, T1 8N, R3E +23,42' STR. N©. 26 -� M.H. H-4 & Clay Twp. M.M. H-4 & 165' of 36" Pipe Req'd. Hamilton County 88' of 42" Pipe Req'd. & 16' of 36" RCP Pipe Req'd � +1© STR. No. 30 Connect to Exist. 36 Cross Pipe 1 o ip® with Pipe End Section Req'd. (Field) +65 42' STR. No. 3A - , +00 STR. No. M.H. H-4 & +10 STR. No, \ +10 21 ' STR, No. 2 -' Inlet 0 & (Field) 58' of 36" Inlet. C_Pipe Re 'd Existing M.H.—Adjust Pipe Re d. p q 8' of 12" Pi ' 15 & , p q +65 STR. No. 12' of 36" Pipe Req' Costing to Grade +47 32 STR. No. 201 Inlet B--15 & +49 32' STR. No. 20 Exist. San. Sewer Manhole 8' of 12" Pipe Req'd. . w Adjust Costing to Grade � Exist San. Sewer Manhole ' 50 R W ....... ... .�. .... "No .._ mom .... ..,rn 4 . ... ... ... � Imam .w.. ... Adjust actin to rode " �... 50' R W ! 9 Constr. Limits Con str. I I .«.... .,rw. F INV, 840,81 8" PVC �`''"` `""`,..., R. Fertig Drainl 04 1 "-_ App. Ex. R/W d � ""•"ti, ` __ __ — — __ ,�.�BCtLQ._ �rn�n . _ — —,— _ _---- a rasa 4 Remove Exist. Curb �, (Grass) w 15+ 00 10 - _ - - - - - _�__ .._. _ _ _ _ _ - - - -- -- - - - - _ - - - _ - _ _ _ _ _ _ � _ � _ _ _ _ _ _ _ _ - - _ _ _ - - - - ��ExistLng_ nlet- _ _ -Lll�- '-R- _ _ _ __ _ _ __ _ _ _�- - - - - - - - - _ _ 2��-00_ _ _ _ _ _ - - - �' - - - - _ _ _ - - — - - Iwo N 89'08'39" E I Cr Q 4 + M a. W [ C3 N (Aspnolt) 0 I L «0 � 122nd STREET ` (Asphalt) Remove Exist, Curb f 15 N 15 1016. Remove Existing Inlet N CI p C _ _ _ _ �E 17RE- - - - - - - - _ _ — VY VV - W - - - W C e W W W W W W -- W W �..- Constr. Limits ..--��---- W .--- - --- ...,_ ..__ ._.. ... .....,_ _.., -- - - App, r^x. R/W +23 38' STR. No. 24 0 +10 STR. No. 27 1 61 r LI t711S f r +65 STR. NO. 22 � ,I �► App. Ex, R/W (Grass) 0 Inlet B-1 & M.H. K-4 Req d. ,� Inlet J•--10 & Q Saw Cut � Tie to Existing 36" RCP. "' 86' of 12" Pie Req'd. \1 i1w Cut ll � 58 of 12 Pipe Req � 9 � j P q � � ` II Il � (Gross) — Fl- (Gross) 8" PVC +00 STR. No. Grass ; Inlet J---10 & - 66' of 12" Pipe Req'd. Il I{ — — — — — — — — — — — — — — — ;RCP f._----==-= =-��..�2,» ; ; (Asphalt) II 12 _ -- — — -- =RCp +49— 74 STR. No. 203— �I +88.5 Driveway Re Exist. San. Sewer Manhole it > w=33 12" RcQ �_ --- === -- = + R % For Legend See Sheet No. 3 -- -_ t 00 +62, 74 STR, No. 204 9 (Asphalt) ' '=� —.-. _ �� �-� Exist. San. Sewer Monhole _ � 1 �� _—_ . — �J `• - - __ -- _ _ _ _ _ _ =-- ---� NOTE: Z:'°=Cp \ (Asphalt) i Notify the Hamilton `� urve orIs Ofoc i All R W ON THIS SHEET TO B A W BANKERS NATIONAL LIFE INSURANCE COMPANY (CONSECO) 77 � ���-�— y � II � E S SHOWN at 6 8495 prior to �ccons�r ac�-on ar��r 11 All RfW ON THIS SHEET DESCRIBED portion of the R.W. Fe�tig regulated _ FROM LINE "R" EXCEPT AS SHOWN � r a 860 � 880 r a+ 855 85 a v 850 6 850 IS A x 1•"' p W tW ..,... iS•-1 Vi tom-. . 845 _ - - — — — — 85 C7 C� w h .. . LIZ z Z • 840 nv v 40 I ... ,.. N N. ... lily. r, We So I SA Nor • • r +.. 3 O p ,(YO n 2 860163 • •,t STATE of 00 40 64 0 00 A 15+ 00 16+00 17+ 00 18+ 00 1 9+00 20:L00 21 +00 .J PLATE 3-PLAN-PR13FILE H. R. R. STANDARD PROJECT NQ, LINE ATL FILE 1975 F�--9929 R 16 9i I ON t _ _ - ,-- Des. No. 9180-520 • • • 1 • s • AM.omma" • • • i i i • r • � 4 Y '�� k � i v 43 r x r � i • i � s r ! in • r . • • . + f � r s ♦ • II � . . s • . i _ � i • f s + « • v / rr -_ rwAii�••.ii.r.wi.� -- -- - �,.,i�� "'- ■' +aI— iii r w�a _ IN. DIANE MI AM AMMON OVA Ml ••�wwiw•.•r•i.^r rY�rr�rrriw:.ur • • a / / `• �� !• • �,V 14, /!�� III • ii f i ' ` . • r . !1 • i i • i r ° • • • • i • � • • • • • i • � ' • Yi ♦ • r _ ` _ • • it i ! • i ! 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INV. 832,64 +10 TR. No. 4 +48.7 Street Approach Re d, +$�0 STR. No. 49 ! W=27 Inlet M--10 & Outlets to Lake FEDERAL ROAR FISCAL SHEET TOTAL STATE PRWECT NO, Inlet J--1 & REGION Na YEAR NO, sr+EEra " ; � 10' of 12" Pipe Req'd. WORLD GYM 50' R. smt.--��,' III 1 _ � Tip--9929 2003 f", 99 68 0# 12 Pipe Req 1 ! I jj IND. +21 35' STR. No. 206 I +29 13 STR No. 56 ;-'� ( --------- Exist. Sv Surer Manhole 1' I j � Sec. 35, T1 8N, R3E Existing M.H.--Adjust I 111 ! I •9 Reconstruct 3 lift. of M.H. II o 1 � ' - astin to Grade I III +50 STR. No. 60 1 ____ __ _ _ +73.5 25 5 STR. No. 48 Clay Twp 9 I ----------{, 111 +30 42 STR. No. 57 Inlet M--10 & j j FA FA I X Existing M.H. Adjust Hamilton County I C I I MA E 4 Req d. I ---- -- I I 1 I 111 Match Exist. Inv. 833.77 120 of 12 Pipe Req d. - II li p 1 X _ ____ Casting to Grade c '1 w , '� Y L. w i +96 ST . No. 55 ' --� ' i1 v II I '' Inlet C 15 & I U -____--_ I Tie to Exist. 60" RCP 11 I� _____. (Asphalt Parking Lot) 34" of 2" Pipe Req' I q IQ I ___ __ (G ss) II (Asph It) I �Ii +00 ST No. 1 __-" -11 1 II I f i I uI II I ,� II R 5 +00 STR. No. 53 ► , I i Existing F�arkl Lot an Dri I } t �I II 3 Inlet J-10 & Inlet M--10 & +4 5 R. N 07 a 9 9 ` ± + a, 104' of 12" Pipe Req' 96' of 12" Pipe Req'XZA: x st. on. ewer Mein of f '� l (Flel�) f } } } Reonstrucct 3 } Lft. of M. } I! I �' _____I_____ -- _-i---------------- ----------- - �.I 5 i >� ,t.. O ! \ (� � 4 >szssxssxxssz.v,ssmcxsssss sacss#sssssssssssss�ssssxsassmax wzxsxsxzszsaa azzslcassssssxdaszczszxzzszvlzsaszssssssssssxs sssbassrzxxsrssss�s:sasxsacsasc ssssssssssss+l:s:ss:ssss siCSSZaeassixsacz xssssacsxsrs� .t ( 1 Lc � ly �� W + i{ I I xZ2Z:.Z«SZSS#ssssssssass sssssssssssssssssxssasssss sssstsssssasss7� sysres sy-ar xri W I •�I 13 I Tem orar R/W for Grading I Tem orar R/W for Grading rx, $0100110 qw� OWN* II E I� 1 9 1 -�... �.,.. snow 490M . i4 t -25' 5 D. & D. In — — — — — — -- S.II_&_ED__F,.srn.t...L' Constr. Limits ; 8 '� - 8„ PVC .: ._w•.• + ..w...ter.,_.... .. ^ 1 .. L___J Ilium —,— -----li I -- __ --- RCt� ' .. ~,---_,`--- S. smtLine-� i W.R. Firtic Drain — 54° f '~ N .... 15 -----------------------0 _ ---`` d _ _--_ --------- --- PVC -....._, (Grass) I � ---- __ - — - - _ - —, 1 ' - - ----., App. Ex. R/W 16 G I �� . ___. L (Gross) ---------- -- W.R. 4__Q rain _ —__� _ } �`�'--- ,.... Remove 1+ »— --._ 8" + „ RCP ' Remove PVC ` + LINE '►R�, \\� I -f- 00 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _^ - _- � _� _ _ _ _ � � _ _==� _�� _ _ _� _ _ _ _ - - - - - _ _ _ _ _ _=id- $9'08'39" = _� � -- - �� -= - ^_=7^ T J-=7�;-_ / rn 11 za 00 > � L + Remove Exist. Curb 10 I +76 12.5' STR. No. 208 (Asphalt) 122nd ST Remov aI 0. Exit. San. Sewer Manhole y aY / P aPP, Gas Line-� App. Gas Line °° G G G G G (Asphalt) Reconstruct 2 Lft, of M.N. G G G G � G G G GI m w - I Rem ve Remove Exist, Curb Rem©v 15 __ _ _ _ •--.• c� ._._.� - - - -- - - - - - - - - - -- - - - - - - --- - - - - - - - - - --- - - - -- W Q� f�-- W W W W W W W W W W W W - W W W ., ..'. . — ._-. a W W Grass """ '� ""' Constr. Limits I l ) __.' _ `_..' _._' ( �-�- --- -- -- - - _, i Constr. Limits App, _._._'._.__ `�__�'_��-`�--� _App, Ex. R/W � I (Grass) ----------------------- -------- ---------------------- ----- ---------------------------------------- -------------------------------------------------------------- ----- ----- --- - --- ------------------------------------------------ --------------------------------- ---- ---------------- --------------------------------------------- ------------------------------------------------- 20' U� Esmt. Line - 6 STR. No. 54 20' U. Esmt. Line +42 STR. No. 47 Inle C-15 & INV, 83�.72L$ Inlet M-10 & +60 STR. No. 50 +80 STR. No, 52 40' 15" Pipe Req'd. +50 STR. N 59 66' of 18" Pipe Req'd. Inlet J-10 & Inlet M--10 & +49 STR. No. 126 Inlet M-10 120' of 12" Pipe Req'd. 116' of 12" Pipe Req'd. Existing Inlet - Adjust 114' of 12" Pipe Req'd. For Legend See Sheet No. 3 + 5,38' STR. No. 58 Casting to Grade and M. C--4 Req d. & 4 of 18 Pipe Req d replace with Neenah R--6685-5 or equal tch Exist. Inv, 836.66 NOTE' Ti to Exist. 15" Pipe , ' All R/W ON THIS SHEET TO BE AS SHOWN Notify the Hamilton County Surveyors Office All R/W ON THIS SHEET DESCRIBED at 776--8495 prior to construction on any FROM LINE "R" EXCEPT AS SHOWN BROWNING INVESTMENTS INC, portion of the W.R. F'ertig regulated Drain. ri 855 . - 850 - 850 0 w Y U - — W T U W 845 845 Y z C.1 2` Z 131 >� 840 Ex! tinc 840 a -- oo,. zz z " 835 – _fit I 835 rm Kyy Q 83-830 U, stm Ln 3 r o '� � ° 01 0 00 to 00 if) _ STATE OF ' Ln sit w .' q ! +0 + 9+ 30+00 31 + 00 +00 33+ 09 PLATE 3-PLAN-PROFILE S. R. R, STANDARD PROJECT NO. LINE AT FILE 1975 TP--9929 R 17 nes. 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N 1A FRWRAL ROAD STATE PROJECT NQ FISCAL SET SHE YEAR Inlet E-7 +50 STR. No. 4 5 IND. TP-99.29 2000 �a 9 9 24' of 12" P pe R 'd. Inlet J-10 & Sec. 36, T1 8N, R3E 66' of 12" Pipe Req'd. Clay Twp. PC 47-1.55.09 "R" Exist. 55'RW Hamilton County Monument Type "8" .._._.__ --- ----- -- --- . _.,_.. +35 STR. No. §1 IP � .-- _... ....._. ,__. .. ._ .� .�.... _._. ,_.... „�,�, _..,_ ' Constr, Limits Inlet M-10 & ,_,.... ....... - .- -~— --,- -.,..... .,... Inlet Inlet -1 & 69' of 12" Pipe Req'd. - 66' of 12" Pipe Req'd. 66' of 12" Pipe Req' Urn Cotr,��^ ----- -- �. -- '"""- ,, -- +" (Gross) , .... ''" . 711111111 1 .w. ..,, ,,. .. ..., co N - - - � N 1 L 04E R , � (Grass) N to W Oc c�tr. dim --- N 4 X49 , .�•-- (Gross) Exist,w _ ... `'' Exist. 70' R/W 15 _, ..--- �, -- ---"' . •---- 50 STR. No. 5 Inlet M-10 � �� „• .. , „ ..�,,,. E3 ...- ,,. „ ,_,,... � �- d� �a s e m e n �of 12 P i,,p�► Req'd, s tr, Lim i t g -- ,,...., ....... ....... °° ---- .'-- -°" _..-• ,,,,, Ex i s . 1 .t1 -- . ....- - .- ...- . . ... -.... +10 STR. No. 8 " " +70 STIR. No. 7 EC 13±76.93 �� ....,. -- '""" Inlet M-10 �t�Aca meat Type B +33 STR. No. 76 Inlet M-i 0 do r,,._.- ,,�..-cif- "rPipe Req'd. +50 39' STR. No. fi --.....,_„ Exist. Inlet C-15 & 6' of 12" Pie Re 'd. -.----� ," ---.,.. 7p F2/fir ' " , (Gross) Pipe -----"' -• ...._ 6 of 12 Pipe Req'd. __..�•. -----~� Monument_ 134' of 18" Pipe Req'd. �.,.., +1039' STR N . o. 83 "B" -- M.H. C--4 & Monument Type "So ----- "" 146' of 18" Pipe Req'd. 5' U t i I• & La n d s cra 8 Easement 6 ......_ +33 39' STR. No. 77 PA. 45+23.89 "R" +70.39' STR. No. 80 M.H. C-4 & A = 23'42'52" M.H. C-4 & 104' of 24" Pipe Req'd. D = 8'11 '06" 144' of 24" Pipe Req'd. R = 700.00' For Legend See Sheet No. 3 T - 146.97' REL.IASTAR INSURANCE CO. L = 289.73' All R/W ON THIS SHEET TO BE AS SHOWN E = 15.26' All R/W ON THIS SHEET DESCRIBED FROM LINE "R" EXCEPT AS SHOWN 855 _... - $55 850 WP1 X k 845 845 � W w - - � $40 _ .. . ,OC z z s� 835 _ ry Inv A11%I _ r 14 Vy le 0 . r w , p �� w _ 830 q n O — � •G►STER'•,��l4 ..._.` """ • 1 �Q� 1�0 Few C dW 86 163 to- - STATS OF C4- 00 y, r 44+00 45+00 46+00 47+00 48+00 49+00 PLATE 3-PLAN-PROFILE D. R. R. STANDARD PROJECT NO, LINE 0 AL FILE 1975 TP-9929 R 20 99 M. Des. No. 9980520 R-274 72 i For Continuation of line "S-2--R" See Sheet 27 \ FISCAL SHEET FEDERAL STATE PROJECT Na SHEETS R CURVE DATA ` \ ...— ---�--- RELIASTAR INSURANCE CO. �' +05 5' STR. N \, � \ \ s IND. rP-9929(', ) 2000121 9 q P.I. 51 +88.73 "R" t� 1,' ,, Inlet J—'!0 & \ •q \ / Not Shown) 124 of 12 Pipe Req d. \ \ 'y c9 �,q •� /�'0, ( 71'4252" .� +73 "S-2—R , t; \, \ �. �19' �!s D = 932'57" POC 21 t� 1 , �`�., \ \\ �`� 4,o ` �'Q�` 75, R - 600,00 ,/� . F+r T = 433,65' Q \ �` \ oe L — 750.99' 1 s 1 (Gross) �tr'.b E = 140,30' (Grass) +90 STR. 87 .p6 , R,. 15 'c �` �°'�i 16' 21R, 214 Inlet M-1 Cf & /' 's�' Constr. Limits 1�•�� �` "� T `� o4a Exist. San. Sewer ol® fib" of 12" Pipe Req d. Reconstruct 2 1 ft. of M.H. UJ Rt! ._._. ._.—. `" � \ curb +57 STR. o. 94 F ,v!3 V U + 103 of 15' Pie Re 'd. � 55 P J J LINE R \ °',e (Asphalt) / (Grass) 15 1 D (Grass) . Ar RH PI 21 84,41 ..-.- ` _ ,ts Monument Type B C©�S t�• (Grass) ......--- � .., exist, �5. £lost, � , `,, � ,�, +97 Driveway Re d �FI�, �+444SSTR. W=34 Sec. 36, T1 $N, R3E ---L=nas� p R ` \, 6 (crass) No. 89 se Inlet J-10 & Clay Twp. =."t -�. \ --'"� 50' of 12" Pipe Req'd. Hamilton County +57 o. 3 °Iis`��°\' ' Inlet B-15 66' of 12" Pipe Re '•�d.,,, +90 STR. No. 88 rasa) s , Inlet M-10 & Note: " <,'`�c For Legend See Sheet No. 130 of 15 Pipe Req d. Contractor Shall Adjust Drive 0 Sta. 50+97 "R" Rt. ��' to Mattes existing Drive Stubout. ; RELIASTAR INSURANCE CO. All R/W ON THIS SHEET TO BE AS SHOWN All R/W ON THIS SHEET DESCRIBED FROM LINE "R" EXCEPT AS SHOWN 85 85..a�"► R 850 - A Z a z - 840 fill N 840 " - M N Q M ML _ 835 835 O 830 No. Z _ = 360163 4 N ��ysa STATE OF _ --__{' a` i LO LO 7 V Go Go 00 50+00 51 +00 52+00 53+00 54+00 PLATE 3-PLAN-PROFILE E. R. R. STANDARD PROJECT ND. LINE SHEET TDTAL FILE 1975 TP-9929 R I 99 Des. No. 9980520 R-27472 i • • • it - • •s• .. • • • • ` • i • � • I'� - . . � '� � ��� �f Ram no•r r11 • • - � i °• m WJ► _ i r r It 1 - i ♦ 1�.yw rr � lY _"fL•1 �."3'�--�-��++.....,...�-----... �rrrrrrrr•.�i _.. _ .gorrwmiAm.-:- �...*..-��xa.rr.�..u:�..n++�ir'!irt.r�+='--'--. �•, ,,_ .._..,.:.' 11 Ir ■i 1111 i �r1► .�. . •.•° �� %� • • Wo- ME ww � z sw � r• r�. •l 1r i:: .. r •, -' _ ___ wrn�111 IIII�I11r _. 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All R/W ON THIS SHEET DESCRIBED FROM LINE "S--1 —R" EXCEPT AS SHOWN A _ .. w 850 U 850 .. w 84 845 840 83 _ 835 OF 1W '0 6 q !.*<. Is; . 4 i . Q. p s No. s .. ° .° 860163 =� �- STATE OF p I 13+ 00 14+00 15+00 16+ 00 17+00 Co 1 §+00 19+00 PLATE 3—PLAN—PROFILE S. R. R. STANDARD PROJECT NO. LINE SHEET TOTAL FILE 1975 TP-9929 S-1-R 5 Des. 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"5-2-80 REGION NO. YEAR Na SHEETS Monument Type "C" °r ►�� 5 IND. TP-9929( 2DQ0 �7 9 4 yP Monument Type 8 � �a P.I. 20+33,48 5-2—R M.H. q . Ij © = 45'51'15" T�Q "S-2— ►A r /-- e D = 14'19'28" �Q p,.--'- -.-,, �'' N ` .- ,,,•'' ,- R � 400.00 ,-- -- W .- ,, / ppR - BEGIN CONSTRUCTION , � -- r r � . . � .- S TA. 18+64-29 ;�....2,._R L = 311 ,65 � " _ _ � --,.- ,--'' I �.;' �a �' �" ,' -' �- Monument Type "@" E = 34,31' Inlet M-10 -- 32' of 12" Pipe Roq'd. I - ---- '- �'/'- // ,A�1 fl� ./• / �I + dwo C .25 !�? F 1 10 51 L ,-I +05 55► " N TR. - T ' See Sheet No. .35 { Monument Type 8 --''" -r' L;Rrn� /�'' A-;!'' �, 1 ..�'1-1 ,/ , %'/ ,,,, —' "--- '° ,/.•-r'"@y�'4� ,•f/ �INE _G_Q ' RH / fi , /' -L r`39 ..,,,. // P =POC 50+97 "R" Rm �o' p s,-- W' 15 ,,,.- ---- -' ,�.,. ,.�., ..,... ._..,.,. �, Monument Type B Sawcu .! Exist. 35 R/W / Oro%W "' ► -%- �= - ' ' '` _-- ''" -'"` C --' f ,, RELIASTAR INSURANCE CO. LLJ SO __..' � ,, ,, END CONSTRUCTION � G 1 � / S C3 P� SO.0 4. -.- ' "w " STA. 21 +40p 93 �— 2—R � +97 .'R" privewa Re 'd �.- — ..-1 � 5�, ►� +7 -- —R TR. No. 91 Monument Typo B �? 1 DAB'S — _--- `" .�-•'"""� �,�� Inlet J-�-1 ,� � See Sheet No. 13 -~ 28 of 12" Pipe Req'd. Sec. 36, T1 8N, R3E (Gross) RN _ - ��,..- Clary Twp. ' Hamilton County w CUEA DATA -- �: " c� F +44 "R" STIR. No. R/� P.1. 51+88.73 R C° L w (Grose) See Sheet No. 13 App, A = 71'4252" 1 1 @ w O = 9'32'57„ - R 6Q0.Q0 RELIASTAR INSURANCE CO. � } L w T 433,65' f .r For Legend See Sheet No, 3 L 750.99► 2 " E 140.30' '} a v All R/W ON THIS SHEET TO BE AS SHOWN All R/W ON THIS SHEET DESCRIBED FROM LINE „S-2--R" EXCEPT AS SHOWN 850 850 �a a r- 84 U ,... ,.. .. - - w 840 D N 885 _ 835 b ----- 00, ; ON 4 N0. 860163 1� t r% • • _ co Go C:) 011 QD 40 0 STATE OF „ o N,,d A►6lbi�� 19+00 0+00 21 +00 PLATE 3-PLAN-PROFILE B. R. R. STANDARD PROJECT NQ LINE TOTAL FILE Nn. 5ZHFFTI_�1975 STP-9929='l 27 1 9 Des. 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STP—,9929( 2000 2 q q 5 Sec. 38, T1 8N. R3E Clay Twp. N C0NRTRt1rTI0N Hamilton County STA. 23+70 "S--3—R" Monument Teas "8" +03 STR. No. 96 Inlet —1 Q & 42' of 12" Pipe Req'd. D. & Esmt. Line _------_-_ -_---_______---__ ___ -_ _ _ _____ __________ _ _ _ - ._..______----___-_-__- 20' D. & U. Esmt. Lire �2 Ax. 4Q' R W - - - - __________ ____ ___ ____________________________________ ____ ______________________________________a!` ---- _-_-----_----_--_-_-_ ` PP / _._. ..... .._. — _ __.. — _,.. _ — -- ..,-. _ . _ _ _ 3_ _ _ 3 _._. __.. ..... _ _ _ _ _ _ — _ __�alk� _ w _ _ _ r Constr. Limits— (Gross) _ _ _ _ _ _ 0 (Grass) jo-App, Ex. R/W --,e-, Constr. Limits ^App. Gas Lire-,,,, � r � " —. _ _ _ _ _ _ _ " ,- _ _ _ _ _ _ _ _ _ _ _ L y7 Remove Curb GUILFORD ROAD L (Asphalt) LINE "S-3—R'" 25100 F (Asphalt) L •.----. 5©wcut (Asphalt) N QQ'D 1 '15" E A _ _ . _ _ _._ _ _ . .� _ Remove Curb-- _ _.� _ _� _ _ _.� _ _ — _ _ _ - — Curb Transition {TYP•) 'Is 1111i_W _. ...... ..... ......_ — ,,� __ — _. __.. _._. _ — ___. __._ _..__.... _... ...... _. _.. — — — _ _ _ - °-- Co r, Limits .�..... ..«�,. ........,�,,, %� ._ ___ __,__......,.......----_- ___M�_ ��;;--++----__ _ _....__��-�._ _._ �. --�-�---------------- _.-.__. _ - _ --------- --------------------------------------- _ _ _ _ _ _____ _ __ _ __ ___ """- .,.w- x- 10' D,� U & Sidewalk Esmt. Line fir. Limits— Exist, 40 /W �' Exist. 40' R/W +03 STR. No. 7 + 3' STR. Ng. (Grass) Inlet M--1 Ciy do Exist. San. Sewer Manhole (Gross) 2' of 12" Pips s ' Reconstruct 2 Lft. of M.H. +03,24' STR. No. 97A � M.H. C_4 & 2' of 12" Pipe Rsq'd. 0 ° Poop For Legend See Sheet No, 3 All R/W ON THIS SHEET TO BE AS SHOWN All R/W ON THIS SHEET DESCRIBED FROM LINE "S-3--R"' EXCEPT AS SHOWN 88th 8801 85 8�u X50 845 go -nI ang 845 w ---------- 840 4 Q N a 83 ► .... ..,.......__ 835 1E t4 a c^ 3 ra r� No. M � _ . 860163 o _ STATE OF r xit a •_� . - - o 21 +00 22+00 24+00 PLATE 3-PLAN-PROFILE B, R. R. STANDARD PRajEcT NO, LINE SHEET TOTAL FILE 1975 TP-9929 S-3-R 4 Cues. No . 9980520 R-27y72 FEDERAL ROAD $iATE PROJECT ND, FISCAL SHEET TOTAL REGION N0, YEAR NO. SHEETS 5 IND. STP-9929( 2003 30 q9 M C 1 .33' 1 Q' .LUG Q CX NO Adjust dimensions as necessary Patterned Concrete Industries, Ltd, to remain within right of woy B 4" x 8" Disney Herringbone Brick Textured Pattern or Approved Equal Sow Cut Asphalt to A Color Lithochrome Color Hardener, Dark Red, A--27 Obtain Clean Joint 2% Grade to or Approved Equal, Contraction Joint Back of Curb Antiquing Release: Lithochrone Classic Gray, A--33 D (Typ,) MID ) or Approved Equal, l�J 2 Rows of Patterned Concrete Industries, Ltd. Expansion Joint ...� 4" x 8 Disney Herringbone Brick Soldier Course or Along Back Face Approved Equal, of Curb (Typ.) Color: Some as Antiquing Release: Some as Concrete Border with no Color or Pattern Defined By Tooled Joint. Protect from Adjacent Color Application. Patterned Concrete Industries 4" x B" did English Brick Herringbone and Soldier Course Textured Patterned or Approved Equal, Color: Some as go- (Typ') ---.,.,,,,,, Antiquing Release: Some as A Compacted 1Nell 6" rain Compacted Aggregate, Drained Subsoil No. 53, Base Not to scale IDEWALK D TAI A "OWE Now A CENIE.B CUED Not to Scale 1/2# Joint Sealer to batch Color Hardener cv 6x6W1 .4xW7,4 W,W,F. Placed 1 1/2" Below Surface Apply Color Hardener Texture and Antiquing ""'~�---�-1/2" Preformed Release ease as Specified. Joint Filler Sawed Contraction Joint 1/4" Apply Cementone Sealer After 0 Wide Min. 1' Depth Concrete Has Completely Cured, ° a 4" Concrete Sidewalk �, 1. 11 t� , , ...r.... Ile ,6. PIP 41 41 4 Compact Aggregate, o " �r+�+,..►d��.'='; ,•�;,, No, J'.3, Base � 'wNr, 1/2 Preformed ; '{' __. ---- ..__....____________....______________.._.._.._..---- Joint Filler __._..________.. ~:- � A �ENT OF TRANSPORTATION �' Compacted & Well 0 Drained Subsoil "O"6ETAILS 0 Not to Scale SCALE. 1 r 20 CONCRETE SUE Not to scale ®M""ol Not to Scale w.•° rST'Nrq�t������$ 163 a 0 sraTZ OF %0. NA 2 7zl 72 Des. No. 9980520 A. FEDERAL ROAD FISCAL SHEET TOTAL_ IREGION NO. STATE PROJECT NO. YEAR NO. SHEETS 5 IND. STP-9929( ) 2003 at 99 I I � I I � I I A i I Q` r— V) q � I W w Z AeX I J U � I I I +10 1 I Existinp Crass + Existing 2% Slope m Cross -NF-- r•- Slope 29 +30 P.O.T. 42+68.30 "R" + 'S�1-Rw r woo ONAM QwAft +50 mow 400000 +30 +50 +70 +90 +10 I > I 1'22'd 1941.7g]N 12A4 �Zrll ISM ?" -.- o CN I OEM from mom* rwwr mom dam es 1 +70 EAME I 90 1 Cr s 'Coss 509 It • PROPOSED SPOT ELEVATION 1 ~•-~-- i SLOPE ARROW i \ CITY OF CARMEL, INDIANA i 122nd STREET IMPROVEMENT 1 \ 122nd STREET and CARMEL es \ GRADING FLAN 00, o \ \ , v N qi Scale; 1 " = 20' +6 e 4 • STA' !ems 0 998x5 FEDERAL ROAD FISCAL SHEET TOTAL REGION NO, STATE PROJECT N0, YEAR NO. SHEETS s IND. STP-9929( J2003 3 2 R q I °a I °i o o� w a Z • .._J J � 2X 2% 21+3_0 I i 843.03 843.03 I 1+1 842.9 . 842.94 r 842,96 842.96 +7 P.O.T. 55+01.55 "R" 843,12 843.08 P.O.T. 19+99.98 - r 843.19 sa3.z5 .... ... ...► 843.65 843.66 843,59 843,45 4 .15 84 ' i al4 4 � 4 Un $44.13 2X 4 44.3$ 416 © 84 44. ____.,..._..... 2 $4 843.79 843.57 x343.48 ' "a" � 44. 7 44.1 ;� ---•- ,,,,.••--'" 843.99 $44.13 843.63 43 3 ADAMS STREET / 122nd STREET 4 844.03 4 N '' 2� 843. 4 6 8 .66 84 43.4 .14 $43.1 S 842.85 84 843.55 4 .4 NO Ao ��,�„�,,, $43.39 843,31 +50 $43.16 .... folm doom 843.21 843.11 43.07 dFlOp 19+30 ' 84192 842.92 + 842,80 842. 4 + x�cx.x . PROPOSED SPOT ELEVATION w SLOPE ARROW o 2X 2X CITY OF CARMEL, INDIANA 122nd STREET IMPROVEMENTS 122nd STREET and I 1 u LFORD DRIVE cr GRADING PLAN I o I I 0 � ,7 U d c�C cv 0 �,� DETA 5,l �G �?�Q•.C! b` E. o Scale; 1 " - 20' 0 0 x 00 3 )c a VATE Of: ,� 2 417 es. q 0520 FEDERAL ROAD FISCAL. SMELT TOTAL +J REGION NO. STATC F'R(IJECT NO, YEAR M0. SHEETS JCQ J c� � S IND. STP-9929( 2003 33 4q ev tV Ott�s 0 cy in ti 00 co 00 00 00 d w CL R C + c� + + -- 845 - 6 Reinf. Conc. Woll Coping -- -- 845 -- Et .O.. -- 840 - -- ----__ - - _ _ TIMA T OF tIAN Ti TIES �`lnlsh�►d Grad* W � 840 - Borrow-w or Structure ture Bock fill )830.d C S. M.S E. Retaining Woll along F. of Wall � .... ....». r cr - W ll ni F 4125.6 Sft. Leveling Pad Concrete _... + _ ____ - .�,. 375.0 L ft. � � - - - - - - - - - - - i 4125.0 Sft. -�-�- 835 �- �, - --- �`""' +' STl4. No. 66 � �- 835 -~�- Handrail-- Top of Leveling Sic. .3'38+24"R" i-- "" d 374.0 Lft. Pad El. 836.25 Top of Leveling + Inv. El. 836.5.E � < � 240.© C --- 830 -�-� Pad El. 835.00 Top of Leveling + „w. Pad El. 833.75 Top of U"ing -- 830 - Pad El. 832.50 Top of Leveling Pad El, 831 .25 Top of Leveling FRONI 1ACE ELEVATIO Pod El. 830.00 00 d 'r' '"�', . ` �*' 00 1 112" Did. Sch.40 Pipe Handrail 6'-0" Con c. Wolk 40 w ,t"w•i Pointed Bloat Limit of Reinforced • '` #tom t Earth Volume C ' w' + Nandraliil • - ►� r'. , + + M + 8 0 ,•� c ` "' ' o H ti N w I u i d .0 . Now" �M rN1.LlU Ri�ln f. Con c. ft// Capin q N -- 845 ""'" - 845 - 4'•(M�n. Precast Concrete AOL Panel (Front Face) __.. < Existing Ground 9-8arrow for �'� ^., . .... -- - -� _ Structure Backfill --• 840 - < - Flnished Grade --- 840 - LJ along F.F. of Woll Top of Leveling -- z S IR. No. 64 -- '""" © Pad El. 837.50 Sto. 36+9a"R" M.S.E. Retaining Wall + - 835 - In v_El. 838.78 `.°. -- 835 - -_ ,..� + To of Leveling 8'-0" Min. Pod El. 838.25 L in e "R" M + . .. 830 - + op of Leveling �--- 830 - 9-+ 16 + Top of Leveling Pad El. 835.00 Pad El. 833.75 4J'-6" t o Line "R" Top of Leveling Top of Levelin7opo op of Leveling Pad El. 830.00 Top of Leveling Pad S. 830.00 Pod El. 832.50 Face of Pre--Cast Panels---• crud wall Layout Line Pad EI. 828.75 of Leveling Pod El. $31.25 TLPICAL--- L FROT FACE ELEVATION SOO/w 114" U ,n NO ALLOWABLE SOIL CONTACT PRESSURE.- 2004 psf Lw 1. COLOR SAMPLE OF M,S.E. RETAINING WALL Q TO BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 2. ON TRUC RON OF THE M.S E. RETAINING FALL CD � a . SPECIFICATIONS OF CTHED MA QUFACTURER. AND J. SEE SPECIAL PROWSIONS FOR DESIGN REQ'UIREME'NTS STA ` to .39+ 18 "�p sLt. r 4. SEE' SPECIAL PRO VISION FOR RAILING DESIGN REQUIREMENTS 4', 5. CHAMP ER EXPOSED CONCRETE EDGE'S 314 INCH, UNLESS NOTED. a RETAINING W 6. FOR REINFORCING BAR NOTES, SEE STANDARD SHEET E703--BRST-01 r 7 COST OF CONCRETE COPING SHALL BE INCLUDED IN COST '�4 Q © HORIZONTAL OF' CDIVCRETE FACE" PANELS. Scale: 1"=10' F400 8. COST OF 4" WALL DRAINS, GEOTEXTILES do LOOSE .STONE SHALL a 0 5 1 Q 20 30 BE INCLUDED IN COST OF CONCRETE FALL' PANELS. � 1Ali Qes. No. 99$0520 ROAD 8T PROJECT +a. SHEET NO, SHEETS J cro 3 fND, STP-9929+( ) 2003 -34 q9 to J t1') J CO J •- 00 Q� N O Q !f b d •`. O C* �p co OD Co 00 wQ wW tuJ � wW s� 4+ Ul Hondra# t- t 8 U 0 + c + + + 46 o � o N v c �$' 845 Re�inf. Conc. Wall Coping► loco urbOP ©f Parking s -- 845 — -- M.S.E. Retaining Wall ----�� 1 840 — < .... 8,��, -w- MINN E TI MA TE Q F CAA N Tl TIES tructure Back ill 1 936.0 C s. Eac-Ost CO2krOtf 1336.0 Sft. .. . Top of Leveling Leveling Pad Concrete 263.0 Lft. 835 — Pod El. 839.50 ,+...., 8 .._. W , n F 1336.0 Sft. Handrail 263.0 Lft. _... L=gyatiaa 527.0 Cys. 830 — .,ow 830 ...... ROT FACE ELEVATION VIEW s' J °q o 1 112" Did. Sch.40 Pipe Handrail 5'--0" Conc. Walk c? ;� Idi a Painted Block Limit of Reinforced 00 Earth Volume Ww tY- « « ' 8 Hanckah! + + `° cw a C4 s R u M Q) .�'.` 850 .° .. $ --- 850 -- .1 t MINN w..n. �" �..r. .w.. .�... w... 1/2 Pref. Expansion ..... Finished C 'o'de „ Join t Rs/nf. Ct�nC. Wc�N Coping along Top of Porklnq 4 (Min.,} """ Precast Concrete I 845 """"' -- 845 Panel (Front Face) -r- ..... Existing Parking Lot I B-Borrow for Structure Backfill W 'o/riTng for '.." _ ._ -- 840 - <t -- 840 -- ..... w ..... z .,.,. i Top of Leveling -- 835 — 3: Pad El. 839.50 835 — &'--0" Min. L in e »R„ .�.. sue. ....,, 830 - -- 830 — 41 '-0" to Line "R" Face of Pre—Cast Coping and wall Layout Line F.RQUT V I W a r T)LPl CA TION a = IP 00 Scolo.- 114 Q N NO ALLOWABLE SOIL CQl1ITACT PRESSURE. 2000 psf 1. COLOR & TEXTURE SAMPLE OF M.S.E. RETAINING WALL TO BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 2 SHALL EE RM ©OR EXCEED REQUIREMENT L S AND SPECIFICA TIONS OF THE MANUFACTURER. UJI 3. SEE SPECIAL PROWSIONS FOR DESIGN REQUIREMENTS, STA. 2 to 2 R Lt# 4. SEE SPECIAL PROVISION FOR RAILING DESIGN RE'QUI REMEN TS. d > 3� 5. CHAMFER EXPOSED CONCRETE EDGES 314 INCH, UNLESS NOTED. M . S . E . w., 6. FOR REINFORCING BAR NOTES, SEE STANDARD SHEET E703--BRST-01 N 7. COST OF CONCRETE COPING SHALL BE INCLUDED IN COST citS7�r' OF CONCRETE FACE PANELS. ' HORIZONTAL Scale; 1"=10' ' 8. COST OF 4" WALL DRAINS, GEOTE�X77LES & LOOSE STONE SHALL � � .� o STATE OF r" +D 5 10 20 30 BE INCLUDED IN COST OF CONCRETE" FACE PANELS. ���'.�,`�,. F ,: °E p s, No �9 0524 sun Pao=ffd.---- 1 35 99 r i LEGEND moo Q STOMA WATU INLET R1i�-1$ 0 STOMA MAM40LE � SERkE ��,�,�+y 41 SANITARY MAC � 40' MAST ARM. POLE AND FOUNDATION VTH INTERNATIONAL PEDESTRIAN 04=00M PVOWT7014S AND 010-40 SIGNS I *AOEO DETECTION CAMERA MOUNTED ON 23' MAST ARM Q CLEAN OU T 4-3C/14 I 40 MOMYNG IDHT . .. ..... STAR SEER 2-5a/14 i Sta. 4"3+1&8, 54.6' Lt 2-7o/14 1 am m- woo r.. -mw ww SAP+ IARY SEWER 2—Co—Ax -W- WATER LINE 2-3c/14 2-3t/14 5c/14 1Ey' FAA HYO RANT 7©/14 7C/14 C4-Ax C*-AX WATER VALA cl wv 40' MAST ARMt POLE AND RI�OUl�t'}AT04 07H WERNATIONAL PEDESTR4AN 8-3C/14 WATER METER INDICATIONS. PUSHOUTTONS AND RIO-49 SIGNS 4-5e/14 moEo DETECTION CARIKRA MOUN71ED ON 25' MAST ARM 4-7c/14 ----�-� - 4-C4-Ax ► POWER & CABLE Ptx�.a; sta. 42+1%MOUNTING .� tT 00 P0WERR POLL .�, ktW 11—PHASE, FULLY ACTUATE, MENU DRIAN Sam "'" •r•..,�,r,,,,,, CWTRQ,1,ER AND CAWNET ON NEW P-1 FR2UNQAT'ItN 40k TELEPHONE POLE .err. w Or LIGHT POLE low .wrr MOW + RIO-12 frrmr awrrr sow w awMrrr 504 � E UNDERGROUN3 EL,ECTRRC LME TV UNOERGROUNO TV CA" � �.�., .,...� *"wow ". •"` -------� T L49XROROUNO TELEPHONE .".r"r,�rr...,,,, r , Room -- --C IE— OV ERK£AD ELECTRIC LINE � 0HT— OVERHEAD TELEPHONE -OHE/T- OVE*KAA TELEPHONE * ELECTRIC -G- GAS LINE STOl STRUCTURE r� L -J t SANITARY SEWN STRUCTURE WAAKR GAS ME TER 122nd STREET ,..w,.,y,,.. wr��"'""�•� + GRAS MARXER 18 ELECTRIC PEDESTAR. +� • TELEPHONE PEDESTAL 0�1 flow f TELEPHONE MARKER "err ala MAW r»ww�r""""'"""" moo ago �` sow amm U TRLR TY HAND MALE �p WOW FEWE 2-30/14 RIO-12 x E i`ENCE 2-3C/14 7c/14 7c/14 54/14 C*—AN —0— CH A94 LINK FENCE 74/14 CO—Ax 45' MAST ARM, POLE AND FOUNDAMN VATH INTERNATIONAL P QESTRIAN ++ OAiAN STS 4$ MAST ARM, POLE AR! FOUNDATION TH IWTERI4AT AL PEDESTRIAN INDICATIONS, PUSHBUTTONS AND R10-48 SIONS \AOEO DETECTION CAMERA MOUNTED ON 25' MAST ARM • 04AK F"Y ACIUAM I" CW CMUWAR 00CATICNS, PUSI49UTTONS AND RIO--48 SIGNS 40' MOUNTING HRE04T y \4DEO D1ETECTKM CAMERA► MOUNTED ON 21 MAST AR`�i A1ail� CART' CM � '�-a R�RRAT 4C�' i41'1'#IwfC �It1�4T SttRR. 43+20., '50,4' Rt cc RaatAST AM P" Sta. 42+18 52.3' Rt RIO-12 R!iJ1AR "a %090 KTRI",CT'4m c"AA PNASE DIAGR& k 'PIDI+R(Ir 4.Ir A.Ir 0) PHASE t PHASE 2 PHASE 3 PHASE 4 81+ CArM ' s-s1:C'R gir ci r mr, air A AM44hir G fi r'M) - --r--- CAI. ATI 1 DESIGNED 8Y; 1 DA , ' IMO A DEPARTMENT OF TRANSPORT n. n "� RE>iTRI�AAt � HEAS �� I R: —Aar t -AXIAL CAS.€ CIR ' IEE11Rt ` ,.� PORN RiIGtJ ....r, rw. , 1�wA�yr1At91io9fffffBf,�®�® t R1 BIER OP IC C iW'I'R�';�4R"R T tau � gr'y S PHASE 4 F44ASE 7 PHASE 8 No. rRAFF i f a d» a�N ULLA T 60920252 cc Oath: Yom— ►t 2 it 0; ft d—AM Qt1 1 I SI"ATF OF 122nd STRUT A~VE AIT " 122nd STREI " and SASE. DR&C "NA' /17Y {�� III I { /iME� �I" f'INI1111AAiiAO�`` CONTRACT NO* 9 7472- SCALE: If '=20' DES. No. PROJECT NO, YEAR I SHEET I TOTAL el law FEDEWAL RW MAL �h1F,� TOTAL w4" Nei, S ATC PAOJWT koQ Am NQ. $HEM 5 MID. STP -9929( 2003 3 to 99 LEGEND 0 STORM WATER INLET J STORM STRUCTURE NUMBER 0 STORM MANHOLE ( i , ' SANITARY SEWER STRUCTURE NUMBER IN SANITARY MANHOLE I� aks METER 0 CLEAN OUT GAS MAMER .,._ .= .�... ,� STORM SEWER � EI*IECTT+tIC PEDElST1d. ••• •� ••• .••• •-w• •••• SANdTARY SEWER TELEPHONE PEDESTAL ----mm- W WATER LINT: TELEPHONE MARKER 'c" FIRE HYDRANT .. 0 U1'iltTY HANG HOLE _ 0 WATER VALVE WOOD FENCE WATER METER x WIRE FENCE RIO-12 POWER dt CABLE POLE a CHAIN LIW FENCE ev POWER POLE 4--3C/14 t SERVICE -•._. ---• -•. r CwkLVAMZED SIM CCNIDUIT 30' MAST ARM, POLE AND FOUNDATION NTH INTERNATIONAL PEDESTRIAN _ 4EO 2-7c/14 INLXCATIONS, PUSHBUTTONS AND R10-48 SIGNS TELEPHONE POLE PHASE i1R.LY AC7VAIED WD4U DRIWN CONTRaDU0 VI#)E4 DETECTION CAMERA MOUNTED ON 25' MAST ARM oar POLE AND CA§WT ON Tim .P—i" FtX,�MiDATM 2-Co-Ax 40' mOUNTI HEIGHT ► I Sta, 55+46, 501.8 Rt E UNDERGROUND ELECTRiC LINE � MAST AM AND P= 40' MAST ARM, POLE AND FOUNDATION WITH INTERNATIONAL 3c/a 3c/a • WAWOH= PEDESTRIAN INDICATIONS, PUSHBUTTONS AND R10--48 SIGNS 2-3c/14 8-3c/14 MDEO DETECTION CAMERA MOUNTED ON 25' MAST ARM No ti"O DET9CrvQk CAMERA 44 MOUNTING HEIGHT 7c/14 4-7c/ TV UNgERGROUN 1 TV CABLE No -�- T ---- - U €RGROUNQ TELEPHONE 3-OIE':CtAW12" R,13" Ajr Gi Sta. 54+lI7, 5 .4` Lt Z�33c/14 Co-Ax 4-Co-Ax IAt. VMXCAT*4 5c/14 NEW S--PHASE, FULLY ACTUATED, MENU DRIVEN ----�- OHE-- - OVERHEAD ELECTRIC LIB CONTROLLER AND CABINET ON NEW P-1 FOUNDATION Co-Ax s-iiCTmo r R,i r Ao r 6,13" A Affawj r S Ainwj . ..... .rn. ..ws .. �.. 1;rr. .r.. aHT QWRHEAD TELEPHONE NAL IIOCAT"IE�N a `�c/ --�-�- 0HE/T OVERHEAD TELEPHONE 4 ELI`CTMO —4 .._. _.. ._._ .. _. SC� A� 1' �� i�AC+ 4 .�... .,..... ..«.. ._.,�. ....,.. ...... ..�..,. ...«.. ._... ....... INTERCONNECT TO �- Cca--Ax G— GAS LINE Co--Ax 00-AMAL Cl FOR MEO DETECTOR 1. SET S16N ....-- • FUM GPT4 PITERC*4NECT CAIIII3» 0 ,,, ' 50/14 0.0 0 .�,,' 7c/14 CITY CENTER DRIVE No 4� mom 4hvm 2-3c/14 40' MAST ARM, POLE AND FOUNDATION WITH INTERNATIONAL PEDESTRIAN 5c/14 INDICATIONS, PUSHBUTTONS AND RIO--48 SIGNS, 7c/14 VIDEO DETECTION CAMERA MOUNTED ON 25' MAjST ARM C —Aj. 2-30/14 4E)' mouNTIkG HEIGHT 5c/14 Sta. 55+46, 50.8' Rt 30' MAST ARM, POLE AN J00WI4 flN WITH INTERNATIONAL PEDE IAN 7c/14 INDICATIONS, PU S AND R10-48 SIGNS Co-Ax VIDEO CAMERA MOUNTED ON 25' MAST ARM TING HEIGHT RIO-w12 doop wo* !©. 54+53, 52,4' Rt i I'r �i EdA8$M. PHASE 1 PHASE 2 PHASE 3 PHASE 4 DESIGNED BY: DATE; INDIANA DEPARTMENT OIL TRANSPORTATION DWISION OF DESIGN A No e �d�coa�entrmaorer�ri 1 ©ESl N ENGINEER C DA1'E No. IS + MW SIGNAL IlVSTALLAr7 STATE OF d�w PHASE S PHASE 6 PHASfE. 7 PHASE 5 � � ^�oNt�a��� Flash, Yellow-Phases 2 dt 6, Red-All Others s C/7Y OF CARMEL #044M "')' NAtt e�te®®e®ee CONTRACT NO, 9 - -Z ?41 72_ SCALE: 1 ;`--20' DES, NO pRojEcr NO. YEAR I SHEET I TOTAL �l'"p-y l g 3G g Des. No. 99 20 FEDERAL ROAD FISCAL SHEET TOTAL REGION NO, STATE PROJECT NO. YEAR NO, SHEETS I; 5 IND. STP-9929( ) 2003 37 99 IN I• i STOP I $PEEO N LIMIT R1-1-A 30 STA. 10+81 R2-1 +58 I Q +218 '! 36 x 36 STA. 17+00 + 24" x 36" +34 +26 d• + 5 +47 +95 tV +01 1 +43 +25 , s g0 m 10 00 15+00 -- 20+00 w +78 n ...._ _. .�.. _. .� .�.. �-- LINE "R; �. 78 I I Rt SPEED (0000� LIMIT I \ . w BEGIN PROJECT 1301 J I ,-, STA. 10+31.00 - LINE "R" .� C ` STS 17+ao r ( 1 I � � II 10 1. I � 24" x 36" I ;Z I; � p IZ 1► L N I U j N N iCL I` N ( I STOP I I I I R1-1-A I 1 ©I SPED S36" x 38"1 I z 30 �- ---�--- R2-11 � � I © / +50 55.4' L# STA. 24 x 136 0 w " + 122nd STREET �t 0 V) Z w LINE "R" m � V) Z J � U d 2 I C"' SPEED LIMIT I ( -- -- 30 4'x 1.IT SPEED STA. 31+00 �a X24" x 36" Q R2-1 Q STA. 39+00 24" x 36" +43 LEQEND o� �Ox 41 Line, Thermoplastic, Broken, White, 4" 4 a Line, Thermoplastic, Solid, White, 4" +48 + +4 1 �' C p a 44 Transverse Markings, Thermoplastic, Stop Line, 24" to) r Transverse Markings, Thermoplastic, Crosswalk Line, 6" I- p 35+00 ,,---- 46 Transverse Marking, Thermoplastic, Crosshatch, Yellow, 24" Q0 1,.11�� 12�r d STREET .._. ._._. _._._ .. ... ..._._. ._... ._.._. ... Pavement Message Markings, Thermoplastic, Word (ONLY) Z w +j Pavement Message Markings, Thermoplastic, Lane Indication CID d .4' R [V � 11. +r+rMr. .Mllw+s v.+411r M.a Iwr +.wMl wbM z o STOP - Io �(A > R1-1-A I SIGNING AND Q W J I L _,_STA. 35+10 " �0 I z PAVEMENT MARKINGS-� V0001 `}�J= ca N �ti ' 6'e". s� Scale: 1 = 50 > Z �� 1cL O. STATE of / - r �- a 74/72 Des. No. 998052o \ FEDERAL ROAD STATE PROJECT NO FISCAL SHEET TOTAL REGION NO. . yW NO. SHEETS \ 5 IND. STP-9929( j 200-9 38 99 �O MEET EXISTING PAVEMENT MARKINGS STA. 16+79 "S-2—R" STOP POC 50+97 "R" , C POC 21+73 S-2--R R1-1 ` 30" x 30" STA. 50+82 (A 1 For Carmel Drive See Next Sheet �! POC 55+01.55 "R" +31.6, 37.5 Lt POT 42+68.30 R" ,,,.�'"'' PQT 19+99.98 PS-3—R POC 20+00 INS-1—R X+21.6 Ga +12-91A 20, U „�. For Guilford Road I I '"�'' '' ' ``• �. +7 .7 See Next Sheet +19.7 '� ���' ,.+� u�rr +51 � � +45 ' +30 24R x 30” STA. 48+00 + +� \ � +25-4. P-7' Ll * (5 @ 1! + 111111111111111111111111111111 +31 ,. ' W + W = + +8p Z (on :3 W +74.69 36.6' Rt +34 +0 +10.8 50. Rt LEGENQ 1 Line, Thermoplastic, Broken, White, 4" +25 Line, Thermoplastic, Solid, White, 4" +35, 36.7' Rt +31.3, 47.5' Rt Line, Thermoplastic, Solid, Yellow, 4" \ f Transverse Markings, Thermoplastic, Stop Line, 24" / Transverse Markings, Thermoplastic, Crosswalk Line, 6 �X Transverse Marking, Thermoplastic, Crosshatch, Yellow, 24" / Pavement Message Markings, Thermoplastic, Word (ONLY) +76 4,r" Pavement Message Markings, Thermoplastic, Lane Indication 9.7 / S Signalized intersection MEET EXISTING PAVEMENT ,�G MARKINGS STAY. 72+06 IT 30 ENO PROJECT +83 +T2 R2-1 STA. 69+21.51 "R" +72 +92 24" x 30" +64 +41 STA. 65+00 Existing Pavement PAVEMENT MARKINGS IY` Mrr .I..nYI• ..w• ...ry. ..w1.Y r.r+ 1 ww..W. war n.p .YwM rrrr LINE "R" +07 —,. +5 *L AILS lip J6 Scale. 1" = 50' 0 �.Y.I +47, 59.0' Rt STO N Y 1 STA. 61+57 \ y /r7 3 ` ttA' N Existing Pavement : Markings " \ 2 . � E ... roc In ®: STATE .. f� �.� IL 1V A Des. No. 9980520 FEDERAL ROAD FISCAL SHEET TOTAL REGION NO, STATE PROJECT NO, YEAR NO. SHEETS s IND. STP-9929( ) 2003 34 a9 oc �D / POC 20+00 "OS-1-R10 W N + POC 42+68.30 R i 3.4 40. Lt .6._84-,40.T Lt U �.. I +73 4 +94 -.,.. CAMEL ...,,,. .,,.,.,........--- � -- +e CiRl VE +s 1 5 END CONSTRUCTION + BEGIN CONSTRUCTION + 7 45.1. 38.4• Rt STA. 24+10 "S-1-R" STA. 14+40 "S-1—R" t 4.e 38.4• Rt ` T N I w W �V) I "0 C IN FOR TRAFFIC SIGNAL PLAN r- SEE SHEET NO. 35 UE Line, Thermoplastic, Broken, White, 4" Line, Thermoplastic, Solid, White, 4" Line, Thermoplastic, Solid, Yellow, 8" Transverse Markings, Thermoplastic, Stop Line, 24" Transverse Markings, Thermoplastic, Crosswalk Line, S" Transverse Marking, Thermoplastic, Crosshatch, Yellow, 24" 1 Pavement Message Mgrkings, Thermoplastic, Ward (ONLY) ' Pavement Message Markings, Thermoplastic, Lane Indication POC 20+00 "S-3-R" N POC 50+97 "R" END CONSTRUCTION 1 STA. 23+70 "S-3-A" +54.21 ,Z,'§°. t -- --�.-- LINE 'S-3~Rw t .-- --_ --- -- -- ---- GUILFORD LOAD St N I Q CD BEGIN CONSTRUCTION w N STA. 16+60 "S-3-R" 0 w U ° +54.2 24.6' Rt 3 �Q FOR TRAFFIC SIGNAL PLAN SIGNING AND I k� SEE SHEET N0. 36 b PAVEMENT MARKING DETAILS rn O �1 �iita•i iyi 0 �� Fo°' d le A%t No. Scale: 1 " �- 50' >t 163 1 STATE OF 0 �A�' Des. No. 998o52o SHEET SIGN & POST SUMMARY SIGN POST ENCAPSULATED LENS ENCLOSED LENS SQUARE PLAN SIGN SIGN SIGN METAL THICKNESS METAL THICKNESS U CHANNEL Type 1 -2 1/2" x 21/2" 12 Gunge Type 2-21/4" X 21/4" (12 Guage) SHEET NO. LOCATION CODE SIZE AND AND REINFORCED UNREINFORCED REINFORCED UNREINFORCED LINE (STA.) (in) SIGN AREA(s . ft.) SIGN AREA . !t. POST LENGTH ft POST LENGTH (ft) POST LENGTH(ft) POST LENGTH(ft) POST LENGTH((ft) POST LENGTH (ft) 0,080 in 0.100 in 0.125 in 0.080 in 0.100 in 0.123 in 1 2 TYPE "A" TYPE "B" 1 2 TOTAL 1 2 TOTAL 1.0 TOTAL 1 TOTAL List"R" 10+80 Lt, RI-i-A 36 x 36 9.0 144 14.8 17+00 Lt. 82-1 24 x 36 6.0 14,8 14.8 17+00 JU, R2-1 24 x 36 6.0 14.8 14.8 27+31 Lt Rl-1 A 36 x 36 9.0 14.8 14.8 31+00 Lt. R2-1 24 x 36 6.0 14.8 14.8 31+00 Rt. R2-1 24 x 36 6.0 14.8 14.8 35+10 Rt. Rl-1-A 36 x 36 9.0 14.8 14.8 39+00 Lt. R2-1 24 x 36 6.0 14.8 14.8 48+00 Lt, R2-1 24 x 36 6.0 14.8 14.8 48+00 Rt. R2-1 24 x 36 6,0 14,8 14.8 61+57 Rt. RI-1 30 x 30 6,3 14.3 14.3 Iatenectioa at Carmel Drive R10-12 24 x 30 5.0 at(Wford Road 810-12 24 x 30 3,0 exl 4ATI/B ol SHEET SIG T AN� l" TOTALB: 58.3 27.0 161.8 i-a' 0 i POST QUANTITIES ®: STATE m Cr6Vy4: s X NA CONTRACT NO. SCALE: NTS DES.NO. PROJECT IYEAR I SHEET I TOTAL 996osgo srp 9 ©a3 4-0 R9 27472 EROSION CONTROL TABLE OF UANTITIES LOCATIONS d w LOCATIONS �+ z a NS w z � a v� z > 4 �a 29 o a � o STATION TO @ V a © STATION v, STATION TO lz U EACH TON ft TON EACH EACH ft ft TON TON STATION LINE "R" EACH TON ft TON EACH I EACH ft ft TON TON 10+48 to 15+00 Lt. 462.5 15+00 to 21+00 Lt. 600.1 21+00 to 23+83 Lt. 282.8 23+59 Rt. 1 24+97 to 27+00 Rt. 203.2 26+32.5 Lt. 1 26+60 to 27+00 Lt. 40.3 27+00 to 27+24 Lt. 23.6 27+00 to 28+00 Rt. 100.1 27+76 to 30+50 Lt. 274.5 34+00 to 39+29 Lt. 511.1 34+00 to 34+50 Rt. 50 35+22 to 36+00 Rt. 28.2 3 8+50 to 42+00 Rt. 377 3 8+55 to 42+00 Lt. 318.4 47+55 Lt. 1 52+50 to 54+50 Lt. 200 55+53 Lt. 1 55+53 to 56+50 Lt. 97 59+52 to 59+90 Lt. 34.9 59+90 to 63+50 Lt. 360 67+25 to 69+23 198 Line "S-3_R" 20+74.5 Lt 1 NOTE: FOR PLACEMENT OF EROSION CONTROL FEATURES, SEE PLAN& PROFILE SHEETS. 43+38 to 43+50 Lt. 12.5 SUBTOTAL 1 4 1 0 14174.2 0 SUBTOTAL 0 0 0 TOTAL 1.0 0.0 4174.2 rrrrrrr�,r RECOMMENDED INDIANA � p FOR APPROVAL /� /7 D3 DESIGNATION SIG N EER DATE VAQ DEPARTMENT OF TRANSPORTATION DESIGNED: yyHL DRAWN; yyHt SURVEY BOOK SHEETS 4rNM �'Z` o Ak EROSION CONTROL TABLE f 9 CHECKED: J4 CHECKED: CMP CONTRACT PROJECT - ,Z 7,1/ ' -0020 ASPHALT MATERIAL FOR SURFACE GRADE QC1QA Hi�1A FULL DEPTH QC/QA-HMA E" WIDENDING WITH QC/QA-H�IA PA'Vl`M$NI' BEYOND R/'W LINE LOCATION DISTANCE (LESS THAN BBSURFACIN4 PAV'R1viI�NT HMA,TYPE A (STATION) DESCRIPTION WMIN LENGTH BEYOND RADII 10%NOT EXCAVATION � � HMA CONCRETE (HIKEpATH) COMPACTED COI�FAC:TET} (APPROACH R1W LINE SHOWN) oo FOR PAVEMENT ACI+CiREC1ATE CEMENT TYPE OR "R" 2 2 2 U APPROACHES AGGREGATE, COMPACTED HMA CONCRETE FOR DRIVES NO. 53, AGGREGATE FOR PVMT CLASS) 2 s 2 1 a � s 2 SISAL TACK (c+�cAL) NO.64 64 7B B4 64 64 78 BASE BASE No, 73 APPROACHES FOR DRIVES SURFACE SURFACE INTER BASH INTER. BASE COAT COAT COAT "W "L" IIVTF.R BASE INTER BASE TYPE TYPE 2 SURFACE INTER 9.3 mm 9.5 ttmx 19.0 mm 25.0 mm 025.0 tam 2SA mm 19.0 mm 25.0 mm C25.0 mm 25.0 mm A LT. RT. 1 2 d 140#/ 140# 300#!r 405#/ d 125#/ d 330#/ 1"Ave. 3"Ave. 300#/r d 405#! d 125#/ d 330#/ d 860#! d 6" 9.5 mm 19,0 mm ft ft ft ft ft 4G y(i CUT Flidl+15'Ni r 140#! d 300#!r d !fi" 10" i0" 6" Sy 6 LINE $IR' r r REMARKS 14+85.4 Rt, COMMERCIAL 30.0 20.0 30,0 30,0 19+88.5 Rt. COMMERCIAL 33.0 20.0 30.0 30.0 107.3 23+96.6 Lt, COMMERCIAL 26.0 22.0 6.0 20.0 114.5 107.3 23+96.6 Rt, COMMERCIAL 24.0 49.0 25.0 25.0 114.5 99.8 99.8 27+48.7 Lt, HANCOCK STREET 27.0 36.0 30.0 30,0 19.8 1968 S 34+85.7 Rt.___ CONGRESSIONAL BLVD. 32.0 57.0 30.0 30.0 146.2 35+04 Lt. COMMERCIAL 25.0 19.0 19.0 17.0 244.1 37+89,1 Rt. COMMERCIAL 29,0 20.0 20,0 '20,01 78.3 78.3 40+01.5 Lt. COMMERCIAL 23.0 19.0 30,0 30.0 88.1 50+97 Rt. COMMERCIAL 34.0 36.0 30.0 30.0 69.8 88.1 69 59+06.3 Lt. COMMERCIAL 42.0 32.0 25.0 .8 25.0 206.7 20 .8 61+31.3 Rt. CLARK STREET 27.0 41.0 25.0 25.0 150.6 151.2 10+31 -69+21.51 CITY CENTER DRIVE 64.0 5890.5 41888.1 41888.1 41888.1 41888.1 41888.1 Lm "S-1-R" 167552.4 14+40- 19+68 CARNIEL DRIVE 64.0 528.0 3076.9 15+52 Rt. COMMERCIAL 23.0 17.0 15.0 15.0 895.2 895.2 8953 895.2 5762.6 20+32-24+10 CARMEL DRIVE 64.0 378.0 2492.5 61.1 61.1 665.S 665.5 665.5 665.5 4489.0 LINE ''S-2-R" 18+64.29.21+40.93 ADAMS STREET 27.0 276.6 7 860.7 860.7 860.7 860.7 860. 20+45 Lt, COMMERCIAL 35.0 66.6 25.0 25.0 3442.8 LINE "S-3-R" 315.8 315.$ 16+60. 19+66.57 GUILFORD ROAD 40.0 306.6 1355.9 1355.9 1355.9 1355.9 1355.9 24+30.83 »23+70 GUILFORD ROAD 40.0 339.2 1688.4 1688,4 1688.4 1688.4 1688.4 3423.6 B.IKEPATH 6753.4 5100.0 5100.0 5100.0 TOTAL(Sys) 5569.4 45793.0 45793.1 45793.1 45793.1 45793.1 1560.7 1560.7 1560,7" 1560.7 692.1 TOT on 389.9 3205.5 6869.0 9273.1 2862.1 7555.9 14$523.$ 1337.8 5100.0 5100.0 1337.8 234.1 316.0 97.5 257.5 460.2 50.0 357.0 765.0 445.8 SODDING TABLE LOCATION(STATION) LT. RT. AREA(Syr) LINE "Xt" 10+50 to 14+53 7103 16+58.33 to 19+42 471.7 27+89 to 34+55 1177.9 36+56.81 to 37+58 145.2 39+36.28 to 40+63.76 170.0 43+40.8 to 50+62.1 X 400.7 43+40.2 to 50+69.5 X 405.2 44+52.57 to 49+37.72 793.0 51+14.3 to 54+48.8 X 185.8 51+32.3 to 54+40.5 X 171.2 51+37 to 53+33.72 311.7 59+61 to 60•x90 223.2 63+05.33 to 68+73 976,5 LINE "S»1=R" 15+02.5 to 16+31.67 71.3 15+67.6 to 19+309 X 201.8 16+31.67 to 19+22.7 X 161.7 20+67.8 to 22+85 X 120.7 20+73.9 to 22+85 X 1173 22+07.57 to 23+47.5 186.6 LINE 11-3-R" 17+35 to 19+30 X 1083 20+71.1 to 23+70 X 157.9 TOTAL 7268.0 • ����� RECOMMENDED INDIANA [FOR APPROVAL ell Itll 7 ©� DEP Sl E NEER ATE ARTMENT OF TRANSPORTATION DESIGNATION = 860163 o0o tiSrATEt 4r�', DESIGNED: L TR1. SURVEY BOOK �'• ti DRAWN: D1ANP..+"r�`.�` SHEETS ONAI RBT� RBT APPROACH SUMMARY SHEET 4=2 �f 94 CHECKED: CHECKED: CONTRACT PROJECT - 2 7117 STP-9929 FEDERAL ROAD STATE PROJECT NO, FISCAL YEAR SHEET NO, TOTAL SHEETS REGION No. UNDEIRDRAIN TABLE 5 IND STP- 1 20013 45 q U"ERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS TWO 4 Pipe 1 9 MMAM b Phi Vol C W 1� u W ..., .b ►..1 � 4 � t3 n� .r Ft. Ft. S d. d. Lb. �, Y V .� Ft. O O O Z A W O U d. Lb. Q d O LINE"R." 10+75 134 89 10 847.22 N X 12+00 846.96 N 14 846.47 12+00 12+05 211 144 16 846.96 N X 14+16 844.35 N 17 843.86 14+16 X 14+21 179 122 14 844.35 N x 16+00 843.24 N 20 842.75 16+00 X . 16+05 164 104 12 843.35 N x 17+65 2 23 841.86 17+65 X 17+65 140 95 11 842.35 N 23 841.86 17+65 } 18+05 842.63 N X 19+10 133 41 10 842.35 N 29 841.86 19+10 X 20+43 842.61 N x 20+53 73 50 6 843.41 N 21+60 x 21+60 843.2 N 32 842.71 X 21+65 75 51 6 843,2 N X 22+40 839.96 N 34 842.31 22.1.40 X 22+44 188 128 15 841.98 N 24+32 841.61 N 40 841.12 24+32 X 24+37 192 131 15 841.61 N X 26+29 838.98 N 44 838.49 26+29 X 26+34 76 52 6 840.34 N x 27+10 840.19 N 46 839.70 27+10 X 27+15 185 126 14 840.19 N X 29+00 838.15 N 51 838.66 29+00 X 29+05 95 65 7 838.74 N X 30+00 838.55 N 53 838.06 30i00 X 30+05 91 62 7 838.55 N 30+96 837.97 N 55 837.48 30+96 X 31+29 123 84 10 838.68 N 56 833.94 31+29 x 31+47 838.93 N 32+50 145 99 11 838.93 N 60 838.44 32+50 X 33+95 N � 34+00 839.95 N 62 839.46 34+00 35+42 142 97 11 840.23 N X X 35+52 138 94 11 839146 N X 36+90 839.47 N 64 838.98 36+90 X 36+95 129 88 1p 839.47 N X 38+24 837.24 N 66 836.75 38+24 X 38+29 114 78 g 836.75 N 39+38 836.53 N 68 836.04 39+38 x 39+43 178 121 14 837.29 N X 41+21 836.94 N 70 836.45 41+21 X 41+21 54 6 836.94 N 70 836.45 41+21 X 42+00 837.09 N X 43+45 836.59 N 88 60 7 X 44+33 836.42 N 75 835.93 44+33 X 835.93 44+33 132 90 10 836.42 N 75 44+33 45+65 837.27 N 45+70 160 109 12 837.79 N X X 47-30 837.27 N 78 836.78 45+70 47+35 i 14 75 9 838.28 N 81 837.79 47+35 X X 48+45 839.29 N 48+50 135 92 11 837.29 N 84 838.8 48+50 X 49+85 839.82 N iQ - oZ 71172 Des. N000520 I t i FEDERAL ROAD STATE PROJECT No, FL9CAL YEAR SHEET NO. TOTAL. SHEETS REGION No. UNDERD-R-AVIN IND STP- 1 2003 4 i i UNDERDRA.IN PIPE TWO OUTLET PIPE (OUTLET PROTECTORS REMARKS so U � +•+ 4> 4i � � 4�' 1 p+•1 M4 �j Ft. Ft. S d. . C d. Lb. r Ft. c5 Z A w C� d. Lb. LIE "R" 49+90 174 119 14 839.82 N 87 839.33 49+90 51+64 x 840.16 N 51+74 x 183 125 14 840.54 N X 53+57 840.18 N 94 839.69 53+57 53+57 X 54+50 93 63 7 840.18 N 94 839.69 53+57 X 840.36 N X 55+54 96 65 7 838,7 N 56+SO X 838.51 N 100 838.02 56+50 X 56+55 170 116 13 838.51 N 58+25 835.75 N 105 835.26 X 58+25 x 58+25 130 89 i0 835.75 N 105 835.26 58+25 59+SS 837.02 N x 59+60 x 185 126 14 837.02 N 109 836.53 59+60 61+45 837.39 N x 61+55 X 145 99 11 837.52 N b3+00 $37.23 N X 112 836.74 63+00 63+05 x 837.23 N 64+11 106 72 8 x 836.15 N 106 835.63 64+11 64+11 X 114 78 q $36.15 N 116 835.66 b4+11 65+25 836.74 N x X 65+30 115 78 9 836.74 N 118 836.25 65+30 66+45 837.34 N 66+50 X 67+65 115 78 9 837.34 N 120 836.85 66+50 837.94 N x 67+70 x 6$+48 78 53 6 837.94 N 122 837.45 67+70 838.09 N X • X 10+75 130 89 10 847.55 N 12+00 847.29 N 13 846.8 12.E X x 12+05 847.29 N 14+16 211 144 16 845.01 N X ` 16 844.52 14+16 X 14+21 179 122 14 845.01 N 16+00 843.57 N 19 843.08 X 16+00 16+05 X 17+65 160 109 12 843.57 N 842.35 N 22 841.86 X 17+65 17+65 X 140 95 11 842.35 N 19+OS 842.94 N X me_ WON 19+10 x 20+43 133 91 10 842.94 N 27 842.45 19+10 843.2 N X 20+53 X 107 73 8 843.41 N 21+60 843.2 N 31 842.71 X 0 WIN 21+60 21+65 X 22+39 75 51 6 843.2 N 839.96 N 33 839.47 x 22+39 22+44 x 106 72 8 842.31 N 23+SO 842.1 N 36 841.61 x 23+50 23+55 x 145 99 11 842.10 N 25+00 841.31 N 41 840.82 X 25+00 25+05 x 26+23 118 s0 g 841.31 N 840.71 N 42 840.22 X 2b+23 26+34 840.71 N � 27+42 108 74 8 839.71 N 47 839.22 X 27+42 27+47 28+60 123 77 g 839.71 N X 839.36 N 50 838.87 X 28+60 28+65 839.36 N 29+80 115 78 9 838.64 N 52 838.15 X 29+80 X �Q_ 2 7,q ?� pes. No. 9980520 FEDERAL ROAD STATE PROJECT NO. FISCAL YEAR SHEET NO. TOTAL SHEETS REGION No. 20 UNDEIRDPRAIN TABLE s nro STP- t 3 45 1?9 UNDERDRAIN PIPE CUTLET PIPE OUTLET PROTECTORS ORS e 4 P!pe '�' . 45 REMARKS 4° a °' �' W 3 • • W H A4 b H COO 15 0 A 1 8 a �b � rah Ft. Ft. S d. d. Lb. Y U v� �r r.� Ft. O Z A W U rr� v� d. Lb. O O O LINE "R" 29+85 111 76 9 838.64 N X 30+96 837.69 N 54 837.20 30+96 X 31+35 105 72 8 837.15 N 58 836.66 31+35 X 32+45 838.63 N X 32+50 145 99 11 838.63 N 59 838.14 32+50 }� 33+95 839.45 N X 34+00 142 97 11 839.95 N 61 839.46 34+00 X 35+42 840.23 N X 35+42 138 94 11 840.4 N 63 839.64 36+90 X 36+90 840.13 N X 36+95 129 88 10 840,13 N X 38+24 839.69 N 65 839.2 38+65 X 38+29 114 78 9 839.69 N X 39+38 837.85 N 67 837.36 39+38 X 39+43 178 121 14 837.85 N X 41+21 836.61 N 69 836.12 41+21 X 41+21 79 54 6 836.61 N 69 836.12 41+21 X 42+00 836.76 N X 43+45 88 60 7 835.93 N X 44+33 $35.76 N 76 835.27 44+33 X 835.27 44+33 132 94 10 835,76 N 76 44+33 X 45+65 836.61 N X 45+70 160 109 12 836.61 N 79 836.12 45+70 X 47+05 837.62 N X 47+10 135 92 11 837.62 N 82 837.13 47+10 X 48+45 838.63 N X 48+50 135 92 11 838.63 N 85 838.1,* 48+50 X 49+85 N X 49+90 49 33 4 839.24 N 88 838.75 49+90 X 50+39 840.55 N X 50+44 120 82 9 840.55 N 89 840.06 50+44 X 51+64 840.79 N X 51+74 183 125 14 840.89 N X 53+57 840.53 N 93 840.04 53+57 X 53+57 90 61 7 840.53 N 93 840.04 53+57 X 54+47 841.63 N X 55+54 % 6S 7 838.702 N X 56+50 838.51 N 96 839.41 56+50 X 56+55 170 116 13 838.51 N X 58+25 836.12 N 106 835463 58+25 X 58+25 130 89 10 836.12 N 106 835,63 X 59+55 837.02 N X 59+60 185 126 14 837.02 N 110 836.53 59+60 X 61+45 837.39 N X 61+55 145 99 11 839.52 N X 63+00 837.23 N 113 836.74 63+00 X 63+05 106 72 8 837.23 N X 64+11 $35,94 N 117 835.45 64+11 64+11 114 7$ g 835.94 N 117 835.45 64+11 X X 65+25 836.65 N X 65+30 115 78 9 836.65 N 119 836.16 65+30 X 66+45 837.62 N 66+50 115 78 9 837,62 N 121 837.13 1 1 1 66+50 X 67+65 838.34 N X �- 2 74172 pes. No. 9gsos2o FEDERAL ROAD STATE PROJECT NO, FISCAL.YEAR SHEET NO, TOTAL SHEETS REGION No. s nvD M-Logo(l) � 200'3 4� q c] UNDERDRAIN UNDERDRA.IIV FIFE OUTLET PIPE 1 o OUTLET PROTECTORS • C o 40 REivIARKS 4" 791 4 (u b Ft. . . . . Ft.LINE "R" O o a C d. Lb. 01 O O O 67+70 78 53 6 838.34 N 123 837.85 67+70 68+48 X LINE "S-1-R" 838.49 N X 14+45 147 100 11 838.6 N 15+92 X 838,31 N 124 837.81 15+92 15+92 X 328 22,4 26 838.31 N 124 837.81 19+20 838.96 N 15+92 X 20+85 X 420 286 33 834.02 N 25+05 838,18 N EXIST 25+05 X X 14+45 147 100 11 838.6 N 15+92 836.98 N 125 836.46 15+92 X X 15+92 341 232 27 836.98 N 125 836.46 15+92 19+33 838.22 N X 20+70 X 25+OS 435 297 34 833.97 N LINE"S-2-R" 833,1 N EXIST. 25-+ 5 X X 18+70 102 70 838.14 N 92 837.45 19+72 8 19+72 839.94 N X X 19+72 145 99 11 837.94 N 92 837.45 19+72 21+17 840.37 N X 18+70 102 70 8 838.42 N X 19+72 838.22 N 91 837.73 X 19+72 X 19+72 141 % 11 838,22 N 91 837.73 21+13 838.5 N 19+72 x 16+65 X 226 154 18 840.33 N 18+91 839.88 N X 102 839.39 9 18+ 1 18+91 X 45 31 4 839.88 N 19 102 839.39 18+91 +36 839.97 N 20+70 X 33 22 3 839.% N 21+03 X 839.9 N 96 839.41 21+03 X 21+03 262 179 20 839.9 N 96 839.41 21+03 23+65 840.42 N X X 16+65 226 i54 18 840.12 N 19+36 839.67 N 103 839.18 18+91 X X 18+91 45 31 4 839.67 N 103 839.18 19+36 839 18+91 76 N X 20+70 X 33 22 3 839.75 N 21+03 X 839.69 N 97 839.20 21+03 X 21+03 23+65 262 179 20 839.65 N 97 839.20 21+03 840.21 N X X Subtotal 1 3491 2455 280 Subtotal 2 3431 2416 276 Subtotal 3 3294 2324 265 Subtotal 4 3518 2398 274 TOTAL 13734 9592 1096 LE R - 2 7 72 Pes. 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MIrarMIm© m■■�r : : : �mmQno�E■■■r■E■r■N■■EN■� . r■ rE® ©MIMIMM EnE■® ®©®r©®■■■■■■■■■ r■■E■■■r■■ E■ r■■■MI■■■ rr■rr■■r■■■■r■r■■■r■■■■r■■■■rr■■■■r■r■r■ - . . . . , 11 . : r■■■ r■■■ ■■rMI■r■ MIME■■E■■■rr■E■■■■■■r■■■r■■■rr�■■ ■■■■■■cmrE■i■�■ ® �rr■mr■ mEEr® : - : : : . / . : Ec*�Em®r�o�r■■■■■■■■■rr■■■r ■EE■r MEN IN ■■■■■■■■■r r■r■r■■■■■rr■rr■■■rr■■■■■rrr■■■Nrr■■■■■rrr■r■■ MEN MN . ■■�■■■ E■MIrE■■■E E■r■■E■■r■rEN■E�rrE■r■■E■ rr■■■m■r�r rE■■■Erm■© • = mrE■■ : 1 : ■r®m�■�■■■■E■■N■■■■rr■■N■■Nr■■rr . / MEN ■■rm ■Edr■m■a - • ���mro®�■�■■■E■■ MINE ■N■■■■■ IN ■Err■■■ rr■■■r■■■r■rt■■■■■■■■■■■■■rr■■■■■rr �® : : . . . . . , f rr �■i■r�■■ MIEN■■■■ r■■E■■■■■■■E■■■■■■■■■�r■■■■■■�■■ r■■■■■■mE■r m EE©MIN■■ - . _ ■■rrr� : • 1 :� : . : ®©QnE ar�r■■■■■■■■■■E■E■■�EE■■■■E■■m■ , . . . . , IN MINIM MEN r■■E■■■■■ rrMI■m■® MIN m■ rE■■■■ MNMN■rr■■■E■■■E■■■ � • �rMIr■■m■E NEr0 • i _ • - I : . . • , • rMIrE■■r rrrrrrr■■rrrrrrrrrr■■MIrr■rrr IM M N ■ �Ml ME M0 rM0000N� �il�E 1 �MEr��■���ME ' nNIMI C�.a■© . _ ■■ / • : : , ME , n : , ■■Er■■r■ ■■■r ■r■■■■r■■ rrr■■rr■■rrrE■■r■r■r■r■■■ ■■■■■ E■■■ r■r■■■r■mE■r : drrEmE© = 1 . I rE■�r : ' " . 1 : : ` i : • : ; , ®© , ■■E■EE■■NE■■E■E■■■■�MEN rEE■EE■r■ ■■■■■■r�■r■r■r■rrr■r■E■■■■■■■■r■r■■r■r■r mE■ ■■r■■■rr . 1 �■■■■■■ rE■■E■E■■■ ■rrr■r■■■r■■rr■■r■■r■r■r■rr■■ �■■■r■E®MIEN■■ M 1 IMMMI = / ■■® : MMMM ■■■■E■E■■■E■r■r■ . . , E■■■E■■■ �s■■■■■c� roan© = f . : E■ � • : • . . . : : _ : , : . : i m©m■oErm�r■E■ Er■■r■■E■■ �■ IMMIMI r■ r■rMIMON r■■r■EE■r■■E■Er■E■■■■■■Er■■■■r■E■■r■r■■r■■■ 11M 11M m �ErE■ENEE■ . _ : - . e �� : , / rEEr■■ ■■■■■■■■■ ■■■■■■■E■MIMI MEIN MEN««E�mEmart�©�r■■■■Errr■r■ , ■NE■ �'■�■■■■ rE■r■■■ ■■■■r■■■■■r■rE■■■■N 110r■■■■r■r■■■■■■■11M : : . . 1 E®■■r■■rrEE■ 11M ■■■■■ INIMIN ■■ ME MN �■■■■■■■ im � MIEEMIE�Ea m■■c� : . . ��m©psi®■rr■r■■r■■r■r�■ ■■■■■■■■ r■rr ■■■■■■r■■■ r■■■■■■■■■rr■■r■r■rrrE■E■r■■r■rrrrr■■r■■E ■■r■■ . . • 1 ®MIMI■ u . . . . .rte■■ / 1 : : : ` . 11 mmm© : . ■■■■rr■■EEr ■■■Ei■ ■■■■■MINE rr■■■rrrrr■■Er■rrE■■■■r■■■r■r MME E■mEi■■r■ • • E©rrEEm® _ � m■■c� : . • f �m©mr��■■ . • �rrr■r■■■■■■ E■ ■■EEE■■■E■ ■E NIMI ■■■ ■E■ME■■E■■rr■EE■■■rE■MEMEErr■E■■IINIINE■EME ®� � • ■■■■ENE■■■■■ MINI m = i E■E©rm© = 1 mr■■�rr�E� : : m©ms��■■■■■■N■■rrN■ SIN ■ IN SIN N■■■E■NN■■■N■■EE■■EEEEE■rr■■EE■■■■ �■■■EE■■■■ E■r■■mr■c� • � : MI©r■m■® = : . r f ! . 1 Mom= ■■r■EEE■E■■r■■E rr MIrMIE■■ ■■■■■■rr■■■■■■rE�■r■rEr■r■■■rrr■■■r■■■r■■ i : ` i i �■■r■■■■■r■r■ . : ® . i drr■E■ma = 1 : f ■■M : . : . : • : ®om ��! EEE■E■r■ rrs■r■E■■■EENENN■rr■E■■■■ �■■rrr�■■■■ MI■■MI EN■ ■■■r■E■■rr■rr■�■r■■■■�■■r■■■■■rr■■r■rr■■r■ ���mat�■a■� / : r■■■a�EE■■r■■■ _ ■E■■E EEMIENE■E MINI ■r■■■r■■■■ MIMM■■w■■MN ErErE■ENErE■■ m MIdr■■■■E■ 1 N■■■rr� : • . : • mmmr��r■r■r■EEr■■■r■■Em■ . . , ■■NE■■ ■■� rr■r■■■ ■■r■■■■■■■■■■Err■r■■■■■■■■■r■■■■■■■■■■■ ■■E■r■Kamm Mmn =11011W IINIIW�E■ r■r■r■■■■ ■■r■■■E■■■NrrEE■■■E■■rrNN■E■E■■■■EE■E■■E■■EEN■■rNEE■N MI�■■r■■■■rr■ . . rE■E■�N■■■m rErr■r■rm■© - = � = E■® : • EN■■■■■■■■r■■■■■■ E■ ■■r■■■■■■ ■■r■r■■■rr■■■Er■■r■o 11M■■r■■■■rrr■■■ : : : ! : i ®r�mroE�■■r■■ EN . r■■E■■rE■ rrE■E■E■ rE■■■■■■EEN■r■rrr■E■E■rE■ rr■E■■Eir�E■■■ m i r■E■r■m© _ �Nr� : � . : � : : . i r�amr��■■■■■■■■■■■■■■ E■E■■E■■ r■r�E■■■m r©■■■■ ■■rr■E�■�r■■■MEEr■r■■ �+■■E■■■r■■■ IN ■■rr■r■r r■r■�r■rr■r■■■r■rr■r■■r■■■■rr■■■r■r■■■ ■■r■■■■■■ E■EE■■■ MIEr■rEE■ ■■r■■EE■■■■■E■■Er■rE■■■■E■ ■■E■■■E■■ m - ■■■■r■■■ : . NEN■� : • : •�e�E : . : � m®mo • • E■N■Nrr■EE■■■E � ■■■■r■rr ■■®�r■m ©r■N■m■■ = 1 m■■r® : i : . . f : . i ®®mN�r � . ■■ r■■r■E■Er■N ■■ E■MI■■■r■ ■■■■r■■■�■■rrr■r■r■■■■■Er■■■rr■r■r■■■E �■■■■■r "MIrr■r p . _ : - . _ ■rEr�mE : : : : : / unarm©�EN■IIMIIM■■■ ■E■E■■N■ MIMIMMIN rE■■rE■■MMUMMINr■■N®E■■■E■ ■■■■E■■�■E■■ ON r■MI■■r■r ■■■■r■■■■N■■■NEN�EN■NE■■■■Er■■■■EE■■■■IMMINMrrEE■■■E■ ■�■�E■■■■■■■ ��� MIMIEr■■■ ■■E■E■E■MI■rEEEE■E■i■rrE■■ ■E■■■■■■rrNr■ m ra■■MI■■■ = 1 rE■r® � : m©m®®■EE■rrr■■NE■E■■ ■■■■r■■ Er��m E■EOEr■Er® - . _ � �r�� : : . f ! i 1 ®®mrarrr®■■■■ ■■■E■■■■■■■ r■ ■Er■■■rr■ ■■r■■■i■■■■■■■■■r■■■�rr■■r■r■■■■rr■■ ■■■■r m . M MMMI®H MTV, gym■■ : ' 1 : • / MESIM ■r ■■■N■r■■■ ■MINI ■r■r■EEE■■■■■ M III MNIIM ■®■E■■ E■ MIr■MI■rrr r■rr■■r■■E MEN■E■EN■E■EME INWINN II ■E■ MIM 1 ®r�r�nN�E MINE r■■■E■■■ . r■■Nr ENEEEEE■■ rN E■■Er■■■■EE■E■■NE�Er■rNNr■■ENE■■E■■■ ■■N■■■■■�■E■E■ mr ©■■r■■®o = 1 mN■® � � � : � " : � m®msr rr■■r■■r■E■■■ - : � ■■MIEN ®r® r■a■■ma - ■oEr■�r� : / , : . i ®wmrEr�■■■■ �r!E■r■■■■ r■ ■E■NMIr■ ■■■■■■ ■■■EE■■E■■■E■Err■EE■rr■r■■■■E■■ E■rE■ ■E■E■■■r r■rrrE■■■ ■■MIMI E■E■■■■■■■■E■E■■■N■r■■NE■■■ ■■r■EE■■m■N■■■ . EEr■■■N■r■ • - ■EE■■■ : . • : . , E■�N■E■■■■■■■■■■■N■r■■NNENr■■■E■E■ �_• � f',� r■■E■E■ IIN I■ rrrE�■M■ ■■■■■■■■■r■■■■■■■■■■�■■■■■■■Er■r■■■■■■ ®■■■■■■■■ m / rr■rEE■■mE© _ �r■■Er� :� m©mror�N■r■E■N■EEr■■■■■ ■■■■E■■■■■ ■Nr■N■■■■ r■■■■■■■■■■■E■irEi■r■■■■■■■r■r■■■■■E■■■■E MIM r■■ r■■E■■ rrIM 0 ON MlrN■E■NE■N■N■rErr■■■�rrr■■E■ME ■E■r■■rr■�E■■E■ rm MI©MIm© Ea■r�r�m��mmmE■r®■■■■ Nr■■■■�■■r■■E r■■■E■■r■ ■■■■■■r■■r■■■■■r■r■E■r■rr■■■■rr■■■■ME = ' • , • • i 1 1 1 ■■■■■■ ■■■■■�■■ MINI■■■■ ■■rEEE■■■r■■■■r■r■rr■■■■ �E■■■r : f �■ m MIE■MI�■© . _ MIEN® : . 1 : . : : ®©r©c�■■r■r■■■r■■■■Er■m■ : 1 / E■N■■■ ■rm ■■©■■m© - . _ m. . : . : m© , r� _ • . MIEN■ ■■N■EEN■NN■E■EN N■ MIE■E■E■■ NE■■■■E■■NNNE■■■r■N■E■■E■E■E■■■■N■■r■E■E�■rr�■rr N■■r■r■E■■ ■ENE■ MIrr■■E r■■■r■■■■■■rr■■■rEr■MI■■■■■■■■ ■r■r■m■■■■ rr■E� : : • mom ME ■■■■ E■E■Em MMIMI © - : • ■■® : • / : / , 1 m©mEEO■ . • MIEN■■■ E■r■■■■EE■MI ■rMIMI■■E■ r■Err■■■■r■■■r■■r■■■■■■■■■r■■■■E■■■■r ■■■■ . ■■■Er MIMIMI■■■ r■■E■EE■r■■ENrr■■rrEN■■■■r■ ■■■■■■E�E■Nr r� ®■Err®© = m■■� : : , , , , m©r��r • / r■r■r■r■ ■EEE■■■N■E■ �■ r■■■■■r■■■ r■■■■■■■■■■■�■■r■■■■■■�r■■r■r■■■■■■■■r■■■■�■■r�■�■■�■r■■�■■■��r �■r�■rr�r a■� ■ rr ■ rr ■ ■r � rr■r■r■■■■ ■ © E m©m■■a■■ ■MI NN ■ r■rMI■r■EEEN■■■E■r■�Errr■■rEN r■r■■■■�■r�■°■rE�■■E �■■■■®■■■ EE■E■ r■■■■■■■ ■■MINIM■E■■■■■E■M■■■■■■■■rE■■■■E■ �■■■■E■■■ �I MIN� WI • . i • • ■ � ••�� g ■ w • er • • i • e e-.' • e ` • TI J . . r e • • 1010 . ' Mfr r e r * i • t ■o■ ■�r■a�■��r■■N� rrrm��m - m■■r■�r■ .■■rrr■ ■■r■r■r■■■r■■■■■■■■■■■r■■■rr■■rr■rrr■ ■■ rrrr■©■■ °■■■■rrr rr■■r■■r■■■rmmmmr■rrrrrrr■■r r rrrr■ ■rrr■■■■■■■■■�I■■■�■■rr■■rr■■■■■■■■■■r■ ■■ ■■r■r■r■ ■■■■■■1010■■err00010110110110110■rrr■rrr■r■r ■ : . : ■■■■■■■rrr■ � : - . ■■r.■rrr■■�r■■■r■r■■■rr■■■■■r■■■■■■■■■■■■ r� ■■■■■■■■■■ ■r■■■r■1010■■�■■■■r■■r■■■r■■■r■■■■■■■■■■■■ m r©■■■m■® ■■■■■■r■■rrrr■■■r■■■ir■■r■rr■r■■rr■r■■rr■r■■■ MOM ■■ rrrrrrr■ : : ■■■r : : : , ��■�rr■■■r■■r■■■■m■■■r■ - ■rrr■ ■■r■■rlrrr�rrl■rr■r■r■■�rrrrrr :* rrrrmr© ■■■■■■■■■■■■■r■rr■r■■r■■■■■■r■■■r■rr■■■� rrr : . � MIMIr■ = � ■NrI� : : r : . . . , : . r r ®©r■r�■I■rrr■r■■r■I® - ■■ rrrr■ . . m©mEr • ' ■r■■■■■■rrr■I©I■r■® r ■ rrrr■■■rr■r■rrrrr■I■■rrr■I■■■rI■IrlrrMI m : , ■■©r■mro �� ■■■r■■r■■■■r■r■■■■■■■■r■r■r■rrr■ rrrr■ ■■ rrr■rr �� : m©rI■�rr■■■■110 110 I= r®1010■ r■rlIN ®rON ■■rr■■r■■■rr■■■■■■r■rr■r■■■ rrrr■ ON mom mm 110 r■■r■■r r■rrrNrr■■■■■rrrrr■■■■r■■r■r■rr■r■r■rr ■■ rrrr■ r■■r■ ■■ • • r ©■ r■ ■Irr�r ®©m ■■■■Nrrr■r ■■r ■■r■■r ■■r■■r■■■11000 r■ ■■rrmm m 110 mmmm: m©mo®rrrrN■I■■rr■I■■ ■■■m r©1010®© a r �� ■■r■■■■�■■r■■r■rrrrrr■rrr■r■r■r■■r■r■■■■ ■■ rrr■rr ■■r■■■rr ®©®o�■■rr■■rr■■■■r■mrr■m r©■■m© , : . . . . . �r■■■r■rr■rrrrl■■�r■■■■r■■r■rr■■■r■rr r■rr■�■© mr�� r■r■■li■rr■■■■r■r■■rrrr■r■■■ rrIN r■ . . r - • < rNr■� : . , � r ®rim®�r■■r■■rr■■r■r®■■■ NO ■■■■rrr rrr■rr■ : , o : NO NO 110■■■rrrrmrrrrm ©rrr■ . �m©® ■■■■rrrr■■■■■■rrrr01r■■r■rrrr■Ir■r■r■rr■r rrrr®■ = �■■®®� ■■mom 110rr■r■■rr■■■■r■ 100110■■■ ■■rrrr ■■■■r■■■rrrrrrrr■rrr■■■r■■■��r�r■� ■■ rrrr■ rr■rrr■r r■N®NrrrrrrN■■r■rvrrrr■ rrrr■■ . . r : : . m® 1010■Ir■■■rr■■■r■■rr01■■■■r■r■■■rr■r■rr■r■■ • , rrrrmi© �rt� ■rrr■rrr■■r■rMIN rrrr■ rrrr �■■® : : r : . , r r m©rsrlrrr■rN■r■I■rrmr ■■ ■■■rrrr■ rrrr . . . . . �! r _ , rrr■rr■■r■r■■Nm■rro ©rrm© rr■rlrrrrrr■rrlrrrrrlrrr■■■ rrrm© �I■■® . ®©®v® ■■rrr■rI■Irrr MINIM■■■ rI■N■rr■r � rrrr■rr■rr _ WE 110 ■■ rrrr■ ■■■rrrrr�r ■ : . ; © � , o�r■rr■rrrrr■rr ■rr■m ©rrrm■ ■■r■■■■■■■■■■r■I■�Ir■r■■rrr■■■r■rrN■rrN■r■rrr rm ■■rrrr®■© mr� • ��® rr■r■■■■■■■■rrrMIN rrrr■■■■ �■ ■rrr orr� : • r r : : . , : . • m©mi■�rr■rrrrrrrrrl■r■rrrl • 1010 ■■ rrrrNr r■rr■r■r■rr ■■■■rrr■rrrrr■rrrrr■® r©MIm© 101010 ■■■■r■rr■r■■r■om 110 ■■rrrr■■I■■■Ir rrrr■ Nrr■N■rr■■rr ■■■■■r■rmmN■mm MIN rr rrrr■ ■■ 1010101010■ ■■r■rrr■r rrr■I■■r■■■■■■rrrrr■■■■® 10oMI■mr© ■■■ ■■■■■■■■■■■■r■■■■■■■■■ m 110■■■rr■■■■r■r■■■■r■r rr■rr r■rr■■■rrr ■■�I■�■rrrrr■r■■r■■rMIN 1010101010 ■■■ . . . . mr■® : . . , : . : r �Imr�■�■I�rrrr■■■r■rr■r�lr■ ■■ rrrr■■■ rrrrr■r r ®rrrrr�rr■■■�rrrrrrrr■orr� 10■■rm© m rrrm© - ®■■®�® rrrrrrrr■■■■■■■rr■■■■�r■■I 10101010101010 mmm MOM ■■ rrrr■■ - ■■rrr■rr■■■ . ®© - , ©�■rrr■r■■■■r■m �y �m r©rm■r■ . . _ � r■rrrr■■■■rrrrrrN■r■rr■■r■■N■■■■r■■■ rrrr■ � . r®1010 ■■r■r■I■rrrr■N■■■N■rrrrr■r■r rr10■rr ■■1010 . a : . r■■rrr■■■r■rrr■r■■■■■■■■r■■■■■■■■■■■■■r■■ ■■ ■1010IN r■rrlrr■rr■ * m©ro�r■r■r■■■r■■■■■r■m■■■■� r©Irrrrlr� rl�l� ■1010■INr■■■■■■■rrr01■■■■■■r■r■■■■■■■■■■rr■■ rrrrrm■r ■ �� ����� ■rrr■■■ 1010■ ■ rrN■■■■■■■r■■■I■r■■■■Ir■I ■■■■■■r■■r■r■■■■ ■■ ■■rr■Nr■ ■■■■■■■rr■ir■�■ , rE■�rl■I■I■■r■■I■I■Im■■�■■I r■rrN■■■■ _ r ■��■�md ■■■ ■■■■r■■■■rrr■■■■■■rr■■r■■■■■r■■■■■■■■■ Em r I■rr■�■® �r■� ■■■■■■■■■rr■rrr■r■■r■■r■■■■r■�■■r rrrr Nrr■Nrr■rr■ . . ■■■■ r■rrr■■■■■■■■■rr■■r■■r■rN■■■■■■IN■I■ : : : : K ■■ IN m ■■r■rrrrr■r■I■r■■110110 ■■r■rr� 1010 r■rrrrr . . 4 rI■rr■ ■■■■■I■�■r��rrrr■r■r■■I■■r■■■■I■■I - rrrr■■ r ■■■r■■rl■■■■r■r■■■r■■■r■■r■■■■r■N�I a� ■rN■rr w ■r10■r�■ = . = = rrrrr■■ri■■■rrrMIrr■r■rr■r■rrr • M : - = • • ■■ Nrr�r■■rr■■ ■■■■��■r■■■■■r■Ir■r■■■■■r■■rr■■■■■r■■■r■Ir■■■■■�r� r r■ , . . . � rr■r■rr■rrrrr■I■rrr■rrr■rrr■ 4 ■■■rrr ■■■rrr ■rr■rrrrrr■■■Irr■rr■Ir■rrm ■©■rrr N■Irrrrr■rr■ . . ■©■rrrr■ 4 - rrMI■■10r■■■r■■r■r■rI■■r■■■■■■■■■rN ■■ rMIMIrr■ ■■� ■ : : . mar©�■■■N■rr■rrlr■r■r■■Im■ � - . - ■■ .. 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Pi 2/CIR 2/CIR 2/CIR Exist. Pi 2/CIR 2 12 48 12 PIPE TYPE/SHAPE 36 42 12 38 38 12 12 PIPE SIZE 0 0 12 12 38 18 � 12 15 � 12 12 12 48 12 SMOOTH 36 42 12 38 36 12 12 CORRUGATED PIPE SIZE 0 0 12 12 36 18 38 12 15 36 12 12 II 11 II II II II ll II II II II II II III ill III II II 1 RCMEP S CLASS 11 11 11 11 50 50 60 50 50 75 75 75 50 80 RCP O D 0.3 RATING 50 50 50 50 50 50 50 80 50 50 60 60 NON-REINFORCED CONCRETE PIPE, CLASS 3 S OK OK OK OK OK OK OK OK OK OK OK CORRUGGATED PE PIPE TYPE S" S OK RIBBED PE PIPES OK OK OK OK OK 28 26 28 28 SMOOTH WALL PE PIPE(S)*/MAXIMUM DR OK OK PROFILE WALL PVC PIPE(S)* OK OK SMOOTH WALL PVC PIPE(S)* OK OK OK OK VITRIFIED CLAY PIPE EXTRA STRENGTHS OK OK OK OK AMOK /�.�� f�I�/� /�j /r� 2-2/3" /r�0 /r� /r�� /� �p //�11 2-213"X 1/2" 2-213"X 1/2" 2.2/3"X 112" 2.2/3"X 1/t. 2-2 W X 11r 2-2/3"X 112" X 1/L 2-2/3"X 1/2" 2-2/3"X 0.1 , f•i0A X 1/L FULLY BIT. PAVED AND LINED(S) CORR. PROFILE 2-2/3"X 1R" 2-2/3"X 1/2" 0.10,1" 0.108" 0'109" THICKNESS 0.109" 0.109" 0.109" 0.109" 0,109" 0.109" 0.109" 0.108" 0.108" ZINC COATED(C) CORK. PROFILE THICKNESS ZINC COATED WITH BPI (C) CORK. PROFILE THICKNESS CORR. PROFILE = ALUM. COATED TYPE 2(C) THICKNESS v x ALUM. COATED TYPE 2 Wl BPI(C) CORR. PROFILE THICKNESS a CORR. PROFILE d POLYMER PRECOATED GALVANIZED(C) v THICKNESS CORR. PROFILE w POLYMER PRECOATED GALVANIZED(C) THICKNESS Q CORR, PROFILE F113ER BONDED BITUMINOUS COATED(C) THICKNESS FIBER BONDED BITUMINOUS COATED W/BPI(C) CORR. PROFILE U THICKNESS CORRUGATED ALUM ALLOY PIPE(C) CORR, PROFILE THICKNESS CORRUGATED ALUM ALLOY PIPE W/BPI (C) CORR. PROFILE THICKNESS STR, PLATE ALUMINUM ALLOY PIPE(C) CORR. PROFILE THICKNESS STR. PLATE ALUMINUM ALLOY PIPE W/CFP(C) CORR. PROFILE - THICKNESS STR. PLATE STEEL PIPE(C) CORR. PROFILE THICKNESS STR. PLATE STEEL PIPE W/CFP(C) THICK PROFILE THICKNESS STRUCTURE NUMBER 37A 38 38 40 41 42 43 44 45 46 47 48 48 50 51 52 53 CIR Exists. Pi 2 CIR Exists. Pi #N/A PIPE TYPE/SHAPE Exist. Pipe Exist. Pi 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR Exist. Pi 2/CIR 2/CIR 21 CIR 2/CIR 2/CIR 2/CIR 2 12 12 12 12 54 12 12 12 18 12 12 12 12 12 15 12 54 #N/A SMOOTH PIPE SIZE 54 ; /A CORRUGATED PIPE SIZE 12 12 12 12 54 12 12 12 18 12 12 12 12 12 15 12 it II HI III it II II 11 II II II 11 If 11 Ii 11 II II LEQgND RCP/RCHEP(S) CLASS 50 50 RATING 54 80 75 75 50 50 50 80 50 60 60 60 80 60 50 50 D 0.3 OK OK OK OK OK NON-REINFORCED CONCRETE PIPE CLASS 3 S OK RCP- REINFORCED CONCRETE PIPE S CORRUGGATED PE PIPE,TYPE ' $ OK OK OK PCHEP- REINFORCED CONCRETE HORIZONTAL ELLIPTICAL PIPE RIBBED PE PIPE S SMOOTH WALL PE PIPE(6)-/MAXIMUM DR 26 28 28 PE- POLYETHYLENE PROFILE WALL PVC PIPE &' SMOOTH WALL PVC PIPE S* OK OK OK OK DR- DIMENSIONAL RATIO OK OK OK OK OK OK OK OK EXTRA STRENGTH PVC- POLYVINYL CHLORIDE VITRIFIED CLAY PIPE S 2 " 12 X / " 2-2/3"X 1/2" 2-2/V'X 1/2" 2-2/3"X 1/2" -213 0 109" BIT- BITUMINOUS FULLY BIT, PAVED AND LINED(S) CORR. PROFILE 0.109" 0AW, 0.109" CORR- CORRUGATION THICKNESS CORK. PROFILE BPI- BITUMINOUS PAVED INVERT ZINC COATED(C) ALUM- ALUMINUM THICKNESS STR- STRUCTURAL ZINC COATED WITH BPI (C) CORK. PROFILE THICKNESS CFP- CONCRETE FIELD PAVING CIR- CIRCULAR PIPE ALUM.COATED TYPE 2(C) CORR. PROFILE TC$ THICKNESS DEF- DEFORMED PIPE CORR. PROFILE (S)- SMOOTH PIPE ALUM,COATED TYPE 2 W/BPI(C) THICKNESS (C)- CORRUGATED PIPE MAIL a -- CORR. PROFILE OK- ACCEPTABLE FOR USE a POLYMER PRECOATED GALVANIZED(C) 4 THICKNESS (LS)- LOCK SEAM PIPE REQ'D REFER TO STD DRAWING POLYMER PRECOATED GALVANIZED(C) CORK. PROFILE 715-PHOL-18 OR 19 FOR y THICKNESS NOMINAL PAY ITEM DIAMETER CORR. PROFILE FIBER BONDED BITUMINOUS COATED(C) THICKNESS FIBER BONDED BITUMINOUS COATED W!BPI(C) CORR. PROFILE TABULATED THICKNESS *'- 0 THICKNESS REFERS TO TOP&SIDE PLATES BOTTOM PLATES SHALL BE OF CORRUGATED ALUM ALLOY PIPE(C) CORK. PROFILE THICKNESS NEXT GREATER AVAILABLE THICKNESS CORRUGATED ALUM ALLOY PIPE W18PI(C) CORR. PROFILE THICKNESS STR. PLATE ALUMINUM ALLOY PIPE(C) CORR. PROFILE THICKNESS STR. PLATE ALUMINUM ALLOY PIPE W/CFP(C) CORR. PROFILE THICKNESS STR, PLATE STEEL PIPE(C) CORR. PROFILE THICKNESS STR. PLATE STEEL PIPE W/CFP{C) CORR. PROFILE - -- — — -- _ THICKNESS ���;� ,/, /•,�� INDIANA LFOR MENDED TRANSPORTATION "a ;rk�'4SrEgON<''.'-. PPROV AL_ DEPARTMENT OF DQESIGNATION NIA. D IGN 1 ER DATE / 8OS2o SURVEY BOOK SHEETS 8601, w o SlArE OF .��;`' DESIGNED: C/►?� DRAWN: C/�/ 49 0f 9 °mss PIPE MATERIAL SKEET wroaN �, �� CONTRACT PROJECT � ` � CHECKED CHECKED: tTEL — 2 2. 5ho 992 9 STRUCTURE NUMBER t 60 61 62 63 64 sa 66 67 68 69 69A 70 71 72 73 74 75 76 77 78 79 80 81 81A 82 83 84 PIPE TYPE/SHAPE 2/CIR 2/CIR 2/CIR 1 /CIR 1 J CIR 1 /CIR 1 I CIR 2/CIR 2/CIR 2/CIR /CIR Exist. P12g CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2'/CIR 2/CIR 2/CIR SMOOTH PIPE SIZE 12 12 18 12 12 12 12 18 18 15 0 0 12 12 24 12 12 24 12 12 24 12 12 12 18 12 CORRUGATED PIPE SIZE 12 12 18 12 12 12 12 18 18 15 0 0 12 12 24 12 12 24 12 12 24 12 12 12 18 12 RCP/RCHEP (S) CLASS 11 II it 11 III 111 III If II 11 II II II 11 it 11 11 II 11 II 11 11 li II 11 11 D 0.3 RATING 60 60 50 75 75 75 75 50 50 50 60 ISO 50 50 60 50 50 80 50 50 80 50 50 SO 60 50 NON-REINFORCED CONCRETE PIPE CLASS 3 S OK OK OK OK OK OK OK OK OK OK OK CORRUGGATED PE PIPE TYPE S• S OK OK OK OK OK OK OK OK OK OK OK RIBBED PE PIPES OK OK OK OK SMOOTH WALL PE PIPE(S)*/MAXIMUM DR 26 26 26 26 26 26 26 26 26 26 PROFILE WALL PVC PIPE(S)* OK OK OK OK 28 SMOOTH WALL PVC PIPE(S)* OK OK OK OK OK OK OK OK OK OK pK VITRIFIED CLAY PIPE EXTRA STRENGTHS OK OK OK OK OK OK pK OK OK OK OK OK FULLY BIT. PAVED AND LINED(S) CORR. PROFILE 2-2/3"X 1/2" 2-2/r X 1/2" 2-2/3"X 1/2" 2-2/3"X 114" 2-2/3"X 1/2" 2-2/3"X 112" 2-2/3"X 112" 2-213"X 1/2" THICKNESS 0.109" 0.109" 0.109" 0.109" 0.109" 0.109" 0.109" 0.109" ZINC COATED(C) CORR. PROFILE THICKNESS ZINC COATED WITH BPI(C) CORR. PROFILE THICKNESS ALUM, COATED TYPE 2(C) CORR. PROFILE v THICKNESS lx ALUM. COATED TYPE 2 W/BPI (C) CORR. PROFILE THICKNESS a POLYMER PRECOATED GALVANIZED(C) CORR. PROFILE a` THICKNESS POLYMER PRECOATED GALVANIZED(C) CORR. PROFILE THICKNESS FIBER BONDED BITUMINOUS COATED(C) CORR. PROFILE THICKNESS 0 FIBER BONDED BITUMINOUS COATED W/BPI (C) CORR. PROFILE V THICKNESS CORRUGATED ALUM ALLOY PIPE(C) CORR. PROFILE 2-2/3"X 1/2" 2-2/3"X 1/2" 2-2/3"X 112" 2-2/3"X 1/2" THICKNESS 0.090" 0.060" 0.080" 0.060" CORRUGATED ALUM ALLOY PIPE W/BPI(C) CORR. PROFILE THICKNESS STR. PLATE ALUMINUM ALLOY PIPE (C) CORR. PROFILE THICKNESS STR. PLATE ALUMINUM ALLOY PIPE W/CFP(C) CORR. PROFILE THICKNESS STR. PLATE STEEL PIPE(C) CORR. PROFILE THICKNESS STR, PLATE STEEL PIPE W/CFP(C) CORR. PROFILE THICKNESS STRUCTURE NUMBER 85 88 87 88 89 90 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 PIPE TYPE/SHAPE 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR See S-3-R See 8-3-R /CIR Exist. Pipe CIR 2/CIR See S-3-R See 8-3-R Exist, Pjp2 CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR SMOOTH PIPE SIZE 12 18 12 15 12 12 12 12 0 0 12 0 15 12 24 15 12 CORRUGATED PIPE SIZE 12 18 12 15 12 12 12 12 0 0 12 0 15 12 24 15 12 RCP/RCHEP(S) CLASS ii 11 11 11 11 111 11 11 ill 11 II 11 II 11 II II II D 0.3 RATING 50 50 50 50 60 75 60 50 75 50 50 50 50 50 50 60 60 LEGEND NON-REINFORCED CONCRETE PIPE CLASS 3 S OK OK OK OK OK OK OK OK OK CORRUGGATED PE PIPE TYPE S* S OK OK OK OK OK RCP- REINFORCED CONCRETE PIPE RIBBED PE PIPES OK SMOOTH WALL PE PIPE(6)*/MAXIMUM DR 26 26 28 28 26 PCHEP- REINFORCED CONCRETE PROFILE WALL PVC PIPE HORIZONTAL ELLIPTICAL PIPE S* OK P SMOOTH WALL PVC PIPE S' OK OK OK OK OK E- POLYETHYLENE VITRIFIED CLAY PIPE EXTRA STRENGTHS OK OK OK OK OK OK OK OK OK OK DR- DIMENSIONAL RATIO FULLY BIT. PAVED AND LINED(S) CORR. PROFILE 2-2/3"X 1/2" 2-2/3"X 1/2" 2-2/3"X 1/2" 2-2/3"X 1/Z" 2-2/3"X 1/2" PVC- POLYVINYL CHLORIDE THICKNESS 0.109" 0.109" ZINC COATED(C) CORR. PROFILE 0.109" 0.108" 0.109" BIT- BITUMINOUS THICKNESS CORR- CORRUGATION ZINC COATED WITH BPI (C) CORR. PROFILE BPI- BITUMINOUS PAVED INVERT THICKNESS ALUM- ALUMINUM ALUM. COATED TYPE 2(C) CORR. PROFILE STR- STRUCTURAL THICKNESS CFP- CONCRETE FIELD PAVING U a ALUM. COATED TYPE 2 W!BPI{C} CORK. PROFILE CIR- CIRCULAR PIPE tL THICKNESS DEF- DEFORMED PIPE POLYMER PRECOATED GALVANIZED(C) CORR. PROFILE (S)- SMOOTH PIPE THICKNESS (C)- CORRUGATED PIPE MAIL POLYMER PRECOATED GALVANIZED(C) CORR. PROFILE OK- ACCEPTABLE FOR USE THICKNESS (LS)- LOCK SEAM PIPE REQ'D ' FIBER BONDED BITUMINOUS COATED(C) CORK. PROFILE REFER TO STD DRAWING THICKNESS 715-PHCL-18 OR 19 FOR no°G FIBER BONDED BITUMINOUS COATED W/BPI(C) CORR. PROFILE NOMINAL PAY ITEM DIAMETER 4 v THICKNESS CORRUGATED ALUM ALLOY PIPE(C) CORR. PROFILE **- TABULATED THICKNESS THICKNESS REFERS TO TOP&SIDE PLATES CORRUGATED ALUM ALLOY PIPE W/BPI(C) CORK. PROFILE BOTTOM PLATES SHALL BE OF THICKNESS NEXT GREATER AVAILABLE STR. PLATE ALUMINUM ALLAY PIPE (C) CORK. PROFILE THICKNESS THICKNESS STR. PLATE ALUMINUM ALLOY PIPE W/CFP(C) CORR. PROFILE THICKNESS STR. PLATE STEEL PIPE(C) CORR. PROFILE THICKNESS STR, PLATE STEEL PIPE W/CFP(C) CORR. PROFILE THICKNESS RECOMMENDED INDIANA 'S7�'`''t��jv,` ,.`1„ FOR APPROVAL lot I7 d 3 DEPARTMENT OF TRANSPOR'T'ATION DESIGNATION D SIGN G ER DATE 9980 f - -163 n. STATE OF ? DESIGNED: CAP DRAWN: emp SURVEY BOOK SHEETS 1;"' " PIPE MATERIAL SHEET 50 of qq - ®'�✓0IVA �t�wr CHECKED: ,TEL, CHECKED: 1TEL CONTRACT PROJECT �- 2 2 STS- 992 9 STRUCTURE NUMBER 111 112 113 114 115 118 117 118 119 120 121 122 123 124 125 91 92 92A PIPE TYPE/SHAPE Exist, Pipe 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR Exist. Pipe Exist. Pi 2/CIR 2/CIR Exist. Pipg SMOOTH PIPE SIZE 12 12 24 18 12 15 12 15 12 12 12 12 12 12 CORRUGATED PIPE SIZE 12 12 24 18 12 15 12 15 12 12 12 12 12 12 RCP/RCHEP(S) CLASS II II II II li II II 11 II II II II II II D 0.3 RATING 60 60 60 60 50 50 _ 50 60 50 80 50 s0 80 60 NON-REINFORCED CONCRETE PIPE, CLASS 3 S OK OK OK OK OK OK OK OK OK OK OK CORRUGGATED PE PIPE TYPE S' S OK OK OK, OK OK RIBBED PE PIPES OK OK SMOOTH WALL PE PIPE S'/MAXIMUM DR 28 26 26 26 26 PROFILE WALL PVC PIPE S ' OK OK SMOOTH WALL PVC PIPE S' OK OK OK OK OK VITRIFIED CLAY PIPE EXTRA STRENGTH $ OK OK OK OK OK OK OK OK OK OK OK OK FULLY BIT. PAVED AND LINED(6) CORR. PROFILE 2-2/3"X 1/2" 2-2/3"X 112" 2-2/3"X 112" 2-213"X 1/2" THICKNESS 0.109" 0.109" 0.109" 0.109" ZINC COATED(C) CORR. PROFILE THICKNESS ZINC COATED WITH BPI (C) CORR. PROFILE THICKNESS ALUM. COATED TYPE 2(C) CORR, PROFILE v THICKNESS aALUM. COATED TYPE 2 W/BPI(C) CORR. PROFILE a THICKNESS a POLYMER PRECOATED GALVANIZED(C) CORR. PROFILE a THICKNESS POLYMER PRECOATED GALVANIZED(C) CORR. PROFILE THICKNESS °w w FIBER BONDED BITUMINOUS COATED(C) CORR. PROFILE 9 THICKNESS FIBER BONDED BITUMINOUS COATED W/BPI (C) CORR. PROFILE 0 U THICKNESS CORRUGATED ALUM ALLOY PIPE(C) CORR. PROFILE THICKNESS CORRUGATED ALUM ALLOY PIPE W/BPI(C) CORR. PROFILE THICKNESS STR. PLATE ALUMINUM ALLOY PIPE(C) CORR. PROFILE THICKNESS STR. PLATE ALUMINUM ALLOY PIPE W/CFP(C) CORR, PROFILE THICKNESS STR. PLATE STEEL PIPE(C) CORR, PROFILE THICKNESS STR. PLATE STEEL PIPE W/GFP(G) CORR. PROFILE THICKNESS STRUCTURE NUMBER 96 96A 97 97A 102 103 103A PIPE TYPE/SHAPE 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR 2/CIR Manhole SMOOTH PIPE SIZE 12 12 12 12 12 12 CORRUGATED PIPE SIZE 12 12 12 12 12 12 RCP/RCHEP(S) CLASS 11 II 111 11 11 II D 0.3 RATING 80 60 75 50 60 50 NON-REINFORCED CONCRETE PIPE CLASS 3 S OK OK OK LEGEND CORRUGGATED PE PIPE TYPE S' S OK OK RIBBED PE PIPE S RCP- REINFORCED CONCRETE PIPE SMOOTH WALL PE PIPE S'/MAXIMUM DR 26 28 PCHEP- REINFORCED CONCRETE PROFILE WALL PVC PIPE S ' HORIZONTAL ELLIPTICAL PIPE SMOOTH WALL PVC PIPE S' OK OK PE- POLYETHYLENE VITRIFIED CLAY PIPE EXTRA STRENGTHS OK OK OK FULLY BIT. PAVED AND LINED(S) CORR. PROFILE DR- DIMENSIONAL RATIO THICKNESS PVC- POLYVINYL CHLORIDg ZINC COATED(C) CORR. PROFILE BIT- BITUMINOUS THICKNESS CORR- CORRUGATION ZINC COATED WITH BPI (C) CORR. PROFILE BPI- BITUMINOUS PAVED INVERT THICKNESS ALUM- ALUMINUM ALUM. COATED TYPE 2(C) CORR. PROFILE STR- STRUCTURAL THICKNESS GFP- CONCRETE FIELD PAVING U CIR- CIRCULAR PIPE a ALUM. COATED TYPE 2 W/BPI(C) CORK. PROFILE a THICKNESS DEF- DEFORMED PIPE a POLYMER PRECOATED GALVANIZED(C) CORR. PROFILE (S)_ SMOOTH PIPE a THICKNESS (G)- CORRUGATED PIPE MAT'L POLYMER PRECOATED GALVANIZED(G) CORR. PROFILE 4K- ACCEPTABLE FOR USE THICKNESS (LS)- LOCK SEAM PIPE REQ'b y n *- FIBER BONDED BITUMINOUS COATED(C) CORR. PROFILE REFER TO STb DRAWING THICKNESS 716-PHGL-18 OR 19 FOR � FIBER BONDED BITUMINOUS COATED W/BPI(C) CORR. PROFILE NOMINAL PAY ITEM DIAMETER THICKNESS CORRUGATED ALUM ALLOY PIPE(C) CORR, PROFILE "- TABULATED THICKNESS THICKNESS REFERS TO TOP&SIDE PLATES CORRUGATED ALUM ALLOY PIPE W/BPI(C) CORR. PROFILE BOTTOM PLATES SHALL BE OF THICKNESS NEXT GREATER AVAILABLE STR, PLATE ALUMINUM ALLOY PIPE(C) CORR. PROFILE THICKNESS THICKNESS STR, PLATE ALUMINUM ALLOY PIPE W/CFP(C) CORR. PROFILE THICKNESS STR. PLATE STEEL PIPE(C) CORR. PROFILE THICKNESS STR. PLATE STEEL PIPE W/CFP(C) CORK. PROFILE THICKNESS RECOMMENDED INDIANA FOR APPROVAL �'� �7 DEPARTMENT OF TRANSPORTATI®N DESIGNATION SIG N EER D TE 9805'Zv SrxrL � DESIGNED: SURVEY BOOK SHEETS I CRP DRAWN: I 5 l o f {fig PIPE MATERIAL SKEET � i CHECKED: J'EL CHECKED: J-EL CONTRACT PROJECT --- - 7y72 JT.?- 9929