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HomeMy WebLinkAbout098-95 SP Trails at Avian Glen Sec 9 & 10 Street Plan.1FO C. A. STA. 0+00 CENTERLINE INTERSECTION 23+00.81 PLAN ONE, SHEET C301 321 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 19, STA. 1+75.00 CENTERLINE INTERSECTION 0+00 PLAN ONE, SHEET C30? 323 20'r R V TYPICAL 288 PROFILE ONE 287 324 327 328 325 326 46 B 0B WH I TE 7, S 4.r49V r 43&W • 315 STA. 5+19.97 PTHC 2 6' B8 RAO { 5 0' R Wk�ppOORWI WA Y �L LANE 306 ti 305 STA. 5+44.97 CENTERLINE INTERSECTION = 0+00 PLAN ONE, SHEET C30? PLAN ONE NOTE: OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS, FINAL RULE 29 CFR PART 1926, SUBPART 'P' APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE ABOVE STATED REQUIREMENTS. STA. 10+68.92 PTHC GREBE WAY 3 0' BIB W TYPICAL 304 R 329 340 P ..�.:.�. ..waren" • / y / S Qm'SY ti 0 q Y \ �__.._..----• .�.... ��- \\ 331 \ 330 MEADOWLARK PLACE MI � CURVE DATA STA. 9+54.97 ZS= 43'24'07" 4 -WAY INTERSECTION R= 250.00 = 24+64.30 PLAN ONE, SHEET C306 L= 189,3767 C- 184.8813 T= 99.4920 CH.BRG=S 22'07'50" W U7 z O 5 LTJ >z I 0 a, Z! 0 0 0)0N I N � u7 I � t\ u) � I r W 1� U O X LL. U- 0 N U O J 04 _ cD V) Q I.� Z V) Z c Z N go V 0 Qa UJ LO a Z w a 4 _ �lQ LLI U 0 w >z � a" I w z Q _J o a- o 0 F- o 0 w LJ ULij m W Z O fes -a SHEET C302 �r CAUTION; DON'T LOCATION OF ALL EXISTING UNDERGROUND DIG UTILITIES SHOWN ON THIS PLAN ARE BASED �1 UPON ABOVE GROUND EVIDENCE. ( including, BLINDbut not limited to, monhole%in{ets,valves, & marks mode upon the ground by others) AND ARE SPECULATIVE IN NATURE THERE MAY ALSO BE OTHER EX STING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE 1-800-38�p 2-5544 OR FOR WHI CH GROUND OCE WAS OBSERVED. E EXACTOLOCATIONS OF SVE CALL TOLL FREE EXISTING UNDERGROUND UTILITIES SHOULD 1-800-428-5200 BE VERIFIED BY THE CONTRACTOR PRIOR FOR CALLS OUTSIDE OF INDIANA TO ANY AND ALL CONSTRUCTION. C, CURVE DATA STA. 1-78.78 N- 39'05'53" R= 500.00 PCH" L= 341.1949 / C= 334.6134 T= 177.5409 CH.BRG=S 63'22'50" W 287 324 327 328 325 326 46 B 0B WH I TE 7, S 4.r49V r 43&W • 315 STA. 5+19.97 PTHC 2 6' B8 RAO { 5 0' R Wk�ppOORWI WA Y �L LANE 306 ti 305 STA. 5+44.97 CENTERLINE INTERSECTION = 0+00 PLAN ONE, SHEET C30? PLAN ONE NOTE: OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS, FINAL RULE 29 CFR PART 1926, SUBPART 'P' APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE ABOVE STATED REQUIREMENTS. STA. 10+68.92 PTHC GREBE WAY 3 0' BIB W TYPICAL 304 R 329 340 P ..�.:.�. ..waren" • / y / S Qm'SY ti 0 q Y \ �__.._..----• .�.... ��- \\ 331 \ 330 MEADOWLARK PLACE MI � CURVE DATA STA. 9+54.97 ZS= 43'24'07" 4 -WAY INTERSECTION R= 250.00 = 24+64.30 PLAN ONE, SHEET C306 L= 189,3767 C- 184.8813 T= 99.4920 CH.BRG=S 22'07'50" W U7 z O 5 LTJ >z I 0 a, Z! 0 0 0)0N I N � u7 I � t\ u) � I r W 1� U O X LL. U- 0 N U O J 04 _ cD V) Q I.� Z V) Z c Z N go V 0 Qa UJ LO a Z w a 4 _ �lQ LLI U 0 w >z � a" I w z Q _J o a- o 0 F- o 0 w LJ ULij m W Z O fes -a SHEET C302