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Home My WebLink Aboutindot 2611212013 REVISED PAVEMENT DESIGN -F 30.00 "FI" ALL REFERENCES AND R/W ON THIS SHEET LA. R/W (83.49') +08 "FSF" STR. NO. 3904 DESCRIBED FROM LINE "PR-K!" EXCEPT AS SHOWN. 11 (+54.28) "F1" 11 s t 1 1 1 �� D 1 ! INLET TYPE "B-15" MOD. ND O LIMITED ACCESS R/W PROVISIONS TO APPLY O- " 1 �� / / (//7.33') I', I 1 1 36 LFT.OF l2" PIPE R D. WHERE INDICATED. 1 / / / / It � � , q / RETAINING �, I ,�...- 1 a`',, �� 'rn , , / WALL - 305 .. I �� X i END RAMP WSF" SEE GEOMETRIC DETAIL SHEETS FOR ALIGNMENT 111 1 i // / / / CURVE DATA AND EQUATIONS. wV / , , 1 �� P.T. STA. 147R.ONO. 8.82 FOR MAIN ST. DRAG. STR. CALLOUTS Il ll / , ,/ / N:35784.17 / _ 1 1 (POND) E: 42029.67 SEE MAIN ST. SHEETS. 1111 rI --, % /Q - ~ _ - _ _ . BEGIN RAMP "FFS' II 1 rn1� P.C. STA. l4/3+94.98 I 1 1�1 �;� +00 "FSF" S 3903 +25 "FSF" STR. NO. 3902A EXISTING DRNG. STRS. TO BE REMOVED _ _ _f i / / , , / Q _ .. - _ I �1 I 1 0�, �� INLET TYPE "C-1 "AND MANHOLE TYPE "C-4"ITO EXCEPT AS SHOWN. 1 J / / , / N: 35598.17 + I I �I \ 72 LFT. OF 12" !PE REO'D INTERCEPT EXISTING PIPE E. 41971.66 1.66 PLAN VIEW DIMENSIONS ARE REFLECTIVE OF THE / / , , / �L (297.96') Irn z PROPOSED LANE LINES AND ARE NOT REFLECTIVE ,\� . / / / / " " OF THE ADDITIONAL WIDTHS INVOLVED IN THE ,- - - ^� ��/ , / / 05 FFS STR. N0. 3950 1 mII � 1 1r�i1,� `�. � ``�, " +20 STR. N 026 +24 " "STR. N0. 3902 INLET TYPE B l5 MOD. AND INLET TYPE "N-l2" AND CATCH )TYPE "C-15" AND CMC OFFICE CENTER-CARMEL, LLC BREAKDOWN OF THE SHOULDER SECTION. THE �� " CONTRACTOR SHALL CONSTRUCT THE PAVEMENT 1 / / „ „ l40 LFT.OF l2 PIPE REQ D o '� I I II \aq 74 LFT. OF I2" Pl REQ'D. l6 LFT.OF 24" PIPE AND +25 "FSF" STR. NO. 390/ / 37 FFS STR. NO. 3951 (87.26) 1 1 SECTION AS SHOWN IN THE TYPICAL SECTIONS. iL (27505) I ;w_- __-, ..-- h� +OO "FSF" STR. N0. 3 Ol INLET TYPE "HA-5" AND t i / INLET TYPE BHA-5" AND L �� t i 1' 24 RCP) / -__ " 12 LFT. OF 72�PIPE REQ'D. i I3 LFT.OF 12 PIPE AND R A 1 1 �', I _ TYPE E-7 AND PROPOSED UTILITIES BY OTHERS SHOWN FOR \�/ � i � A - '- n 1 � q "FSF" � �. INFORMATION ONLY. SEE THE UTILITY WORK PLANS 1 'ITT EDUCATIONAL SERVICES /NC ✓ �/ / PIPE END SECTION AND ppP• � n +75.00 �I� 2BF�,I PIPE REQ D. +/O FSF STR. NO. 390/B / 30 TONS REVETMENT RIPRAP AND 5 STR-- a f.. 240.00 FOR ADDITIONAL INFORMATION. 1 _ ` (ASPHALT) 11 11 �19.90 �� / 32 SYS GEOTEXTILE REQ'D H6LE�TYPE "K-4"AND { } _.l` -" 11�� 'STR.'-NO.MANHOLE TYPE "AND 245.58�� / I C J LINE 50 30 8A 5 LFT. OF l2 PIP AND 11 it +26.58 / 178 LFT.OF 48 PIPE RrFQ c2 i2 „ _ 1 "RABJI iL: = MANHOLE TYPE C-4 AND 4 411 27 TONS RE NT RIPRAP AND -242.09 _ - - i i// CONSTR. LIMITS ��;. ! / = K8 1 s ;o 90 LFT. OF 18m PIPE REO'D.` 2�;SYS GE X LE REQ'D. I _ -- +55 STR. N011 „ D Q - "111 J j " +' _o° % +50 STR. N0. 3027 , �zR ®+ „ MANHOLE TYPE " L�4 AND 1 0 ST R. N0. 3023 „ g1 , 1 1 ! _ 35 FSF STR. NO. 3900A 228 LFT.OF 54 Pl�'lE REQ D. / �' ' - 7(+78..35) MANHOLE TYP 4" AND 2E \ 1 1 v,� MANHOLE TYPE "K-4" AND p�O! IMgNHOLE TYPE "C 4"AND °a1 11 _J ice' n 11 1 98-LFT,-OF 48 PIPE REQ D. 115 LFT.OF ,'I2" PIPE AND * (+I3J8) 1`a-�F_f C1F� 48 Pl REO'D. 1 � 1 •OO (e�i�o l l 29 TONS .`REVETMENT RIPRAP AND �/ (222.L3.1— (� (174.7/1) 1-' _ l'45• ��. +35 I X -RETAINING A � _ ' _ LL �74 2)lYt ! AINING "FFS" 2C I / 00 WALL` 30& / 3/ SYS GtOTEXTILE REO'D. WALL - 304 _ - - - _ I Z 10 2C 2E 15 �� e +24 . "FSF" STR. NO. 3900 11 (+03.03) �APP•R�'W �C.L•. �_'�� .EXI57_R/W B N 2E = I m o` �� o ,,,.. INLET TYPE „HA�„ F K8 '-�. N1 ` AND 8 LFT. OF J < PIPE REQ'D. =- R MP ,FFS J/ 2E�- - �� 1 - A5 KI ♦E �� (POND) _ _ CONSTR. LIMITS 142 rn4 ____ -- - _ - - o ro 2C -------- ---- �1 kv - �_ --- + STR-NA-3021--- ---- ------- N - rn h CD RLTAINING - - INLET TYPE "T-l4" AND US 31j,�,SOUT jBOUNDAl . I W14L -304 OVERHEAD " (ASPHALT) ---_----__---_ , B �� ~' SIGN sT. ♦ +45 STR. NO. 303/ 28 J JI -- -8 L_FT.OF l8_' PJP� REQ D = _ _ _ _ 0 -------- _ �'_ NLET TYFEI.STP�PFNRFO'n_ ACT Ty W TL3 J JI _ _ --_ _ _ — — — — +63 STR. NO. 3024 = _ — (ASPHALT) — -- +20 S _ - __- _ = - t INLET TYPE T-l4 AND � S �• Nd. 3/-29-8�7/ - TR. NO. 3018 r - _ A3 K 2E 1 J JI 89 LFT.OF 24 PIPE REQ D. EE S. NO.07I0$77) MANHOLE TYPE "L-4"AND __- 31 (NORT_H_B_0____ _ _-------------- -- -------- _ _ UNDO _ 248 LFT. OF 54" PIPE REQ'D. - /`�^ __---TTT_ 0"_-. J _ T�TT - •;WALE) •. NF N 440.00 . 5 "FNF" 0 2E N = <� Off' 2G B 2 RAMP B - E -00.00_- --158-0C� • • • (POND) + \ RETAINING - `�_ - ---- -� .. • +25 � L.A. R/W A.C.L:- --- l 2E L.A. R/G.L. a z, ■.5 WALL - 303 45 KI "FNF" EXIS�R AC'L. _ .. 35OQ �P S.. LA R/W, w J4 J7 +55 STR. NO. 3022 +21 6 + Op 182.00' QC�!GY - INLET TYPE "T !4"--AND - I64.00' L ` R/W ( 8.00') + (POND) 80 LFT.OF 18" PIPE REQ'D. 76.00 + +35.00 _+ L.A B/W_+9/.00 Z - 20 STR. N0. 3019 148.00 232�4' CONSTR��LIMITS �� 307 fli3l �2I5.R ININGINLET TYPE "T-!4"AND . 90 LFT.OF 2/"PIPE REQ'D. _Try�`�� c�! ,� //- Q l�� Q AIWAL +7/.00 Q) 00 205.00 _ _ _ - MANHOLE TYPE „ -4" A�l� / a 188.00 , - ' , -` 't14.00 LEGEND „ 1 �E�.-R/W L.A. R/W i .,! _ -' l30 LFT. OF 12 PIP RL1 \ ' �� r_ -'v = FOR PIPE (199.90') + ' A3 /0" PLAIN JOINTED QC/QA PCCP MAINLINE ' ` 1 l` REMOVAL 6 _ 1 D-1 JOINTS SPACED AT 16' WITH 11/4" DIAMETER DOWEL BARS ON +05 "FNF" STR. G� 370/ \Ir +73.00 +4I.66 220.00 1� SUBBASE FOR PCCP, ON INLET TYPE "HA-5" + �� L.A. R/W (/93.72') 25I.I5' +29.98 SUBGRADE TREATMENT, TYPE !A 32 LFT. OF 12" PIPE EI D. 1_ �4 rR. "NO. 702 + „ „ -732,51 \I A CAPITAL BANK AND TRUST COMPANY i 1 1 MA L T) P 1 G-4 AND 55 FNF STR. N04-:7 05-- a u A5 9.5" PLAIN JOINTED QC/QA PCCP MAINLINE r-' 1 1 33 , �jT. i� 18" �,IP� REQ'D. +45.b0 INLET TY�4 "B-15" MOD. AND _ 11 D-1 JOINTS SPACED AT l5 WITH 11/4" DIAMETER DOWEL BARS ON J 11 _ -�1 I _ - - - 5. _'LF �F l2" PIPE REQ D.'__ \� ', SUBBASE FOR PCCP ON _ I _ _ - SUBGRADE TREATMENT, TYPE 1A 1 'ei�iFN1F'� STR. O. 01 1 PERPETUAL 11+70 "FNF" STR" NO 7O6 _ ,. �_ `J ��° GFy GE A7,CH BASIN TYPE -15" ;i OB R.C. MOMENT SLAB ON 9" COARSE AGGREGATE, NO. 8 e, INLET Y E "HA-5" AN 1 -�A5 MENT 26,T-18-N,R-3-E �„ - 1 3 LFT OF 12" PIPE REQ-'D0. CLAY TOWNSHIP d - 37 _OF PIPE RQ D. �1 r' ` - - , 1 �' ,,•--' HAMILTON COUNTY r� 6 L / �� J 165 LB/SYS QC/QA-HMA, l 64 SURFACE 9.5 MM ON 1 \ 1 �P 1 O i al . 11 1 _ _ /71�' MP FNF ; 330 LB/SYS QC/QA-HMA, 1, 64, INTERMEDIATE 19.0 MM, ON ; 1� +45 "F� S I . NO.„RCPI' �?� PT. STA. 1445+79.3 605 LB/SYS QC/QA-HMA, 1, 64, BASE 25.0 MM, ON RCP) ;__:_= SUBBASE FOR PCCP TO UNDERDRAIN TRENCH ON 59 LFT OF l5 / AND :> rr2 _ ______ __ _ _ N�35599.79 JJ�� 1 9" COMPACTED AGGREGATE, N0. 53, BASE �� J ! PIPE END S CTI NAND 11 °-`- I E: 42386.30�,r 1 ,\ = " 1� 1 N l3 TONS CLAS RAP AN 1 ",, ', _ +95 "FNF OUTSIDE OF UNDERDRAIN TRENCH ON rl I 1 J /0 SYS GEOTE74�L EQ' �`, STR. NO SUBGRADE TREATMENT, TYPE 1A s 1 J — 1. 1� A 1 � rUk" �� _ \\ 1 �IAN E "C-4" AND r J7 165 LB/SYS QC/QA-HMA, 1, 64, S FACE 9.5 MM, ON \ ' ``� 1 �` 1 y' OF IPE REQ'D. Jl HMA/COMPOSITE SHOULDERS COMPOSED OF. 330 LB/SYS QC/QA-HMA, 1, 64, INTERMEDIATE 19.0 MM,_1 (A BR IE f AIAVNG, TYPE FT +7,0k"J"FNF" STR. NO. 371' �1 165 LB/SY QC/QA-HMA, 1, 64, SURFA 9.5 MM, ON 550 LB/SYS QC/QA-HMA, /, 64, BASE 25.0 MM, ON \\ 2C PS- lLIN , ODIFIED 1210 LB/SY QC/QA-HMA, I, 64, BASE l9. MM, ON / SUBBASE FOR PCCP TO UNDERDRAIN TRENCH ON \ O \� CATCH BASI PE "C-l5" AND \I c T O96 COMPACTED AGGREGATE, NO. 53, UTSIDE OF UNDERDRAIN TRENCHON\ 1 ` 2E?ID� RA1 IG, TYPE FT, MODIFIEQ I 38 !{I;OF 1;' 1i PE REQ'D. 1 11 11 _ li ZIPHMA/COMPOSITE SHOULDERS COMPOSED OF. SUBGRADE TREATMENT, TYPE IA l3 CONCRETE CURB MERIDIAN HOTEL PARTNERS LLC 165 LB/SYS QC/QA-HMA l 64 SURFACE 9.5 MM ON 275 330 LB/SYS QC/QA-HMA,1, 64, INTERMEDIATE 19.0 MM, ON LB/SYS QC/QA-HMA,1, 64, BASE I9.0 MM, ON Kl 165 275 LB/SYS QC/QA-HMA, 3, 70, SURFACE 9.5 MM, ON LB/SYS QC/QA-HMA, 3, 70, INTERMEDIATE 19.0 MM, ON l5 CONCRETE CURB AND GUTTER 330 LB/SYS 64, BASE 19.6 MM, ON QC/QA-HMA, 1, l 300 LB/SYS QC/QA-HMA, 5, 76, INTERMEDIATE OG 19.0 MM, ON - DITCH FLOWLINE SUBGRADE TREATMENT, TYPE 1A 330 LB/SYS QC/QA-HMA, 3, 64, BASE, 19.0 MM, ON U G M N T P RETAINING WALL OK 165 LB/SY QC/QA-HMA, 4, 70, SURFACE 9.5 MM, ON I lie y y 0 275 LB/SY QC/QA-HMA, 4, 70, INTERMEDIATE 19.0 MM, ON K8 165 LB/SY QC/QA-HMA, 3, 70, SURFACE 9.5 MM, ON PIPE FLOWLINE 330 LB/SY QC/QA-HMA, 4, 64, BASE, 19.0 MM, ON 275 LB/SY QC/QA-HMA, 3, 70, INTERMEDIATE 19.0 MM, ON 250 LB/SY QC/QA-HMA, 5, 76, INTERMEDIATE OG 19.0 MY, ON 330 LB/SY QC/QA-HMA, 3, 64 BASE, 19.0 MM, ON _ GUARDRAIL °, 330 LB/SY QC/QA-HMA, 4, 64, BASE, 19.0 MM, ON 1 330 LB/SY QC/QA-HMA, 3, 64 BASE, MM, ON � y SUBGRADE TREATMENT, TYPE 1A SVBgRAD� T,RE,ATMENT,, TYPE,, lA I � I BEGIN L.A.R/W M1 — , z it AJ J J/ ,9 —, i Y +85 STR. NO. 3029 INLET TYPE "N-12"AND 7 LFT.OF I8" PIPE REQ'D. +86 STR. NO. 3029A E- �F7,OF /, "PAP �y-c-C a� MAN OLE TYPE PIPE AREQ'D. SPti +33 STR. NO. 303/B 1, 1DC 2E `�� ti MANHOLE TYPE "J-4" AND �� 42 LFT.OF 36" PIPE REO D. 2 4z0'�r B +33 STR. NO. 3028B 1 2E - \2E � MANHOLE TYPE "C-4" AND 120 LFT. OF l8" PIPE REQ'D. +41 STR. NO. 3028C MANHOLE TYPE "C-4" AND 20 LFT.OF 18" PIPE REQ'D. BIE" +03.79 +/6.79 ♦ �"4 Rw �► THIS PIPE + AT R/W' WHEN i +35.01 "F3" EX.I8" PIPE lS I + ! 103.00' LINK TO STR.3802 +85 STR. N0. 3030 I 1„ 00.00 3 INLET TYPE "H-5" AND +5 ' 028D 59 LFT. OF 30" PIPE REQ'D. C CH BAI TYP D 1 F D. 1 +55 "FFN" STR. NO. 3802A +98 "FFN" STR. NO. 3800 INLET TYPE "HA-5" AND ♦' 2 �� INLET TYPE "C-l5" AND l3 LFT.OF 12' PIPE REQ'D. 158 LFT. OF 12" PIPE REQ'D. f 1 \ 80.00' r (� �' +39 "FFN" STR. NO. 3801 t BEGIN RAMP + FFN SPiYt,�i Vi MANHOLE TYPE "J-4" AND 1� 1 P.C. STA. 1447 37.21 _ ^ f I y� 49 LFT.OF 30 PIPE READ. N:35747.02 �N \ I E: 42590.92 MERIDIAN 131 LL-C WALLI_3 �- �a d ` +39 "FFN" STR. N0. 3802 88.00' RETAINING �vi1AM,LFT. ; AN"D-2" AND ` WALL - 308 35 LFT.OF 30" PIPE REQ'D. CONSTR. LIMITS 1 PROVIDED FOR CONNECTION OF 1 „ rn " R/� , BROWNING 18"PIPE. LOCATE AND . ■ �, 1 N - M� ATTACH CAPPED PIPE WHEN PROPOSED 6.00 F3 +90.00 "DR-l-F" B +20.00 DR-1-F SYSTEM CAN RECIEVE FLOW. 65.00' 76,pp 59.00' I NDI ANA HORIZONTAL SCALE BRIDGE FILE POP'''., RECOMMENDED / I 50' VERTICAL SCALE DESIGNATION FOR APPROVAL 5/1/2013 DEPARTMENT OF TRANSPORTAT ION N/A 1296427 N0. ° D lGN ENGINEER DATE -* PE10809475 *_ =?°per srATE OF DESIGNED: SLS DRAWN. MJC CONSTRUCTION DETAILS SURVEY BOOK SHEET 5313 58 1 OF 329 �ss LINE "PR-KI 1` ONAL ,'#I$,,,,,,,,,oF °" CHECKED: KAM CHECKED: MKW STA. 438+00 TO STA. 45I +00 CONTRACT PROJECT IR-35600 1296427