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611212013 REVISED PAVEMENT DESIGN
n
ti
+I5 STR. NO. 3032
INLET TYPE "T-14" AND
68 LFT.OF I5" PIPE REQ'D.
I IAIr "nn VIA
RETAINING
WALL - 303
RETAINING
WALL - 308
— BEGIN'PAMP "FSF"
STA. I463+86.39
IMPACT ATTENUATOR
TYPE RI-Wl, TL 3
� OVERHEAD SIGN STR.
CONSTR.. LIMITS a 0'
(wOOps� \ l� 3j = - _ _ — —L� R/W (145.16') \ �o�4�);
�\\ \` \ .. —.. �I %C \ �...—..—.i-. e'er o •1 .,` t`�
/ .*2 "FFN" STR. NO. *3 R04—
f _ INLET 1 Y�E "T-14" AND — +95' -STR. N0.. 035
MERIDIAN l3/ LLC V / 60 LFT.OF� �" PIPE REQ'D. ' ' ANHOLE TYPE ."C-4" AND �� \
LEGEND `/�/ r 307 -LET. OF 24" PTPE\REQ'D. � \'
's k +06 FFN STR NO 3805 \, CONSTR. LIMITS ~�
A3 /00PLAIN JOINTED QC/QA PCCP ` t� /` _
D-1 JOINTS SPACED AT 16' WITH 11/4" DIAMETER DOWEL BARS ON �,C^ /P / INLET TYPE "N-12" ANDS
SUBBASE FOR PCCP, ON / / , \ 125 LET. OF 15" PIPE REQ D. \ \ END RAMP "FFN" \ • �_
SUBGRADE TREATMENT, TYPE lA / / . \ \—R.O.C, STA. I457+08.02 ~ '
O 95" PLAIN JOINTED QC/QA PCCP " //� \ I \ ' , \ N: 36497 7-3 , \ ��' - - - .I \ \ ooD.
D-1 JOINTS SPACED AT 15 WITH 11/4 DIAMETER DOWEL BARS ON / E. 42829.93 i \
SUBBASE FOR PCCP, ON / I \
SUBGRADE TREATMENT, TYPE IA
0 165 LB/SYS QC/QA-HMA,1, 64, SURFACE 95 MM, ON
OB R.C. MOMENT SLAB ON 9" COARSE AGGREGATE, NO. 8 330 LB/SYS QC/QA-HMA,1, 64, INTERMEDIATE 19.0 MM, ON
550 18/SYS QC/QA-HMA 164 BASE 250 MM ON NORTH'PENN HOTE�P RTNERS LLC MERIDIANI'i(L.LC.
SUBBASE FOR PCCP TO UNDERDRAIN TRENCH ON \\
OJ 165 LB/SYS QC/QA-HMA,1, 64, SURFACE 95 MM, ON 9" COMPACTED AGGREGATE, NO. 53, BASE
330 LB/SYS QC/QA-HMA,1, 64, INTERMEDIATE 19.0 MM, ON OUTSIDE OF UNDERDRAIN TRENCH ON
605 LB/SYS QC/QA-HMA, 1, 64, BASE 25.0 MM, ON SUBGRADE TREATMENT, TYPE IA \ \ �/ SEC. 26, T-18-N, R-3-E
SUBBASE FOR PCCP TO UNDERDRAIN TRENCH ON
9" COMPACTED AGGREGATE, NO. 53, BASE
OUTSIDE OF UNDERDRAIN TRENCH ON
SUBGRADE TREATMENT, TYPE IA
JI) HMA/COMPOSITE SHOULDERS COMPOSED OF:
165 L8/SY QC/QA-HMA,1, 64, SURFAGE-\9S MM, ON I
1210 LB/SY QC/QA-HMA, 1, 64, BASE (19.0)MM, ON / /
J4 HMA/COMPOSITE SHOULDERS COMPOSED OF:
165 LB/SYS QC/QA-HMA, 1, 64, SURFACE 95 MM, ON
275 LB/SYS QC/QA-HMA, 1, 64, INTERMEDIATE 19.0 MM, ON
/ 330 LB/SYS QC/QA-HMA, 1, 64, BASE 19.0 MM, ON
330 LB/SYS QC/QA-HMA, 1, 64, BASE 19.0 MM, ON
,SUPGRAQE .kTPXE�TM�N�, ^YPE ^lA�
/ CLAY TOWNSHIP
�K 165 LB/SY QC/QA-HMA, 4, 70, SURFACE 95 MM, ON / HAMILTON COUNTY
275 LB/SY QC/QA-HMA, 4, 70, INTERMEDIATE 19.0 MMt-0N
330 LB/SY QC/QA-HMA, 4, 64, BASE, 19.0 MM, ON
SUBGRADE TREATMENT, TYPE lA
Kl 165 LB/SYS QC/QA-HMA, 3, 70, SURFACE 9.5 MM, ON �-
275 LB/SYS QC/QA-HMA, 3, 70, INTERMEDIATE 19.0 MM, ON
300 LB/SYS QC/QA-HMA, 5, 76, INTERMEDIATE OG 19.0 MM, ON
330 LB/SYS QC/QA-HMA, 3, 64, BASE, 19.0 MM, ON
SUBGRADE TREATMENT, TYPE lA
2E BRIDGE RAILING, TYPE FT, MODIFIED
DITCH FLOWLINE
RETAINING WALL
PIPE FLOWLINE
CONSTR. LIMITS
ALL REFERENCES AND R/W ON THIS SHEET
DESCRIBED FROM LINE "PR -KIN EXCEPT AS SHOWN.
LIMITED ACCESS R/W PROVISIONS TO APPLY
WHERE INDICATED.
SEE GEOMETRIC DETAIL SHEETS FOR ALIGNMENT
CURVE DATA AND EQUATIONS.
EXISTING DRNG. STRS. TO BE REMOVED
EXCEPT AS SHOWN.
PLAN VIEW DIMENSIONS ARE REFLECTIVE OF THE
PROPOSED LANE LINES AND ARE NOT REFLECTIVE
OF THE ADDITIONAL WIDTHS INVOLVED IN THE
BREAKDOWN OF THE SHOULDER SECTION. THE
CONTRACTOR SHALL CONSTRUCT THE PAVEMENT
SECTION AS SHOWN IN THE TYPICAL SECTIONS.
PROPOSED UTILITIES BY OTHERS SHOWN FOR
INFORMATION ONLY. SEE THE UTILITY WORK PLANS
FOR ADDITIONAL INFORMATION.
I NDI ANA
HORIZONTAL SCALE
BRIDGE FILE
P,,,,�.„„pool
-040 Ci S7
RECOMMENDED /
5L
l ' S0
VERTICAL SCALE
DESIGNATION
FOR APPROVAL 5/l/20/3
DEPARTMENT OF T RANSPORT AT ION
N/A
1296427
N0.
DE 'IGN ENGINEER DATE
*
PE10809475
*_
'0� STATE OF
DESIGNED: SLS
DRAWN. MJC
CONSTRUCTION DETAILS
SURVEY BOOK
SHEET
5313
59
OF
329
�<v
OO„FSS�' ..
LINE 11PR-K111
�G�•°''
6•,n,,,ONAL ,00`Oo`
CHECKED. KAY
CHECKED. MKW
STA. 45I+00 TO STA, 463+00
CONTRACT
PROJECT
IR-35600
I296427