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HomeMy WebLinkAbout098-95 SP Trails at Avian Glen Sec 9 & 10 Sanitary Sewer.3Tr—m5 TPf7A9/1 T.C.=780.5 Tr.-7ROA T.C.=779.4 0+00 1+00 2+OC 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 PROFILE ONE 322 323 _ eo STA. 0+00 MANHOLE STR.# 502 0+95 PLAN ONE, SHT. C502 AMENITY r<-'$ 1+50-// \ 39' OF 6' /0 4 NOTES 1 ALL SANITARY SEWER MANHOLE CASTINGS SHALL BE NEENAH R-1642 OR APPROVED EQUAL W/ CONCEALED PICK HOLES. 2. EASEMENTS ON PLAN VIEWS ARE SHOWN FOR REFERENCE ONLY AND DO 140T NECESSARILY DEPICT ACTUAL RECORDED INFORMATION. SEE RECORDED PLAT FOR EXACT INFORMATION. 3. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AS -BUILT DRAWINGS TO THE ACCEPTING AGENCY TO CERTIFY THE SLOPE do ELEVATION OF SANITARY SEWERS, SEWERS INSTALLED AT A GRADE LESS THAN REQUIRED BY THE AGENCY WILL NOT BE ACCEPTED. THE CONTRACTOR SHALL PROVIDE FOR PERIODIC AS -BUILT CHECKS ON THE SEWER DURING CONSTRUCTION TO ASSURE THAT THE DESIGN GRADE IS BEING MAINTAINED. 4. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATION; FINAL RULE 29 CFR PART 1926, SUBPART 'P' APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 5. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 6. AFTER nNISHED GPADE HAS BEEN ESTABLISHED ON THIS PROJECT IT SHALL BE THE CONTRACTCRS RESPONSIEIILITY TO ADJIUST THE CASTING ELEVATIONS SO THAT THE TOP OF CASTINGS ARE 0.3' ABOVE FINISHI=D GRADE. IT 1S THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH THE ABOVE STATED REQUIREMENTS. 289 1+53 OF 6' 290 2+73 \ /78'OF6' 2+70 13' OF 6' 266 STA. 3+28 MANHOLE STR.# 509 , II II I .. II I I i'--------_- --t MAICLa lF, � BACKTIL I II z - (am.} 8' IN S, W. A 771.42 I � J N t Ir z v' W 8�- Z � o oo = < 6 'o 'cc � � '014 N + N DATUM 760 0+00 +eo PROFILE TWO 291 /-0+58 76' OF 6' 292 /-2+30 78' OF 6' ?0' D.\ 0+55 1 \ T� �.,� Ate a' r 3' 6' 267 1+75 ct 13' OF 6' \ -?0 $4 U / \ f 268 2+95 J 13' OF 6' 269 STA. 6+82 MANHOLE STIR. # 510 293 0+47 78' OF 6' \ \ yam, 0+50 26' OF 6' 270 T.C.=779.2 296 STA. 13+64 MANHOLE 0+43 STR # 514 78' OF 6' 1 r' 295 2+82 -� 91' OF 6" 294 \y 1+63 / 78' OF 6' / 278 r- 26' OF 6' "5' 277 w `0+40 13' OF 6' ! 276 I 20' 1+05 j \ 39' OF 6' Mq Cq W /4 / PLACE \�,, \ \ � STA. 12+66 /MANHOLE STR.# 513 0+00 PLAN TWO, THIS SHT. 4 � 2+e5 13' OF 6' / a 273 PLAN ONE o �\ 1 1+65 / UT OF 6' 272 - 0+53 26' OF 6' 271 STA.++82 MANHOLE STR.# 511 \ 1--- 0+75 26' OF 6' 274 �- 26' OF 6' 275 STA. 1+32 MANHOLE STR.# 515 PLAN TWO STA. 11+12 STR.# 513 & STR.# 515 MANHOLE STR.# 512 DON'T EL DIG BLIND 4 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CAUTION: LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. ( Including, but not limited to, monholes,inlets,volves, do marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND kLL CONSTRUCTION. z O t!7 Lit t 0 w U 0 rn0 IN R rn I LO u-) 1 rn �LO �' r` V M ox o� 0 CV o LW N cO Q z to Z CV Z 00 (J � J V) 0 o_ wZ u7 Q z s� � o cr-o o iz CL46w J raj z v1 Q CL W W W >- w $ �y Q o g Q U cc Li! O Ll1 Z 0-1 F - SHEET C504 lF, � z O t!7 Lit t 0 w U 0 rn0 IN R rn I LO u-) 1 rn �LO �' r` V M ox o� 0 CV o LW N cO Q z to Z CV Z 00 (J � J V) 0 o_ wZ u7 Q z s� � o cr-o o iz CL46w J raj z v1 Q CL W W W >- w $ �y Q o g Q U cc Li! O Ll1 Z 0-1 F - SHEET C504