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Home My WebLink AboutS-007703i r ,I I i i i i i I 2 RR TRACK W/ SEWER LINE. X -ING ' GENERAL NOTES 1'I L ALL GRAVTY SEWER LINES SHALL RE EXTRA STRENGTH, NONFiEINFDRCEO CONCRETE SEWER PIPE CONFORMING IT) ASTM DESIGNATION C- 14,UNLE55 OTHERWISE SHOWN. * 2 ALL CAST IRON PIPE AND FITTINGS SHALL BE CLASS 100,THICTCk I. GLASS 22, CON FORM IWG TO AMERICAN STANDARD A-- 21.60R A -21 AND SHALL BE FURNISHED WITH EITHER MECHANICAL BOLTED `f.'Y.�' .:JOINTS, OR SLIP- ON-RUBBER RING GASKET TYPE JOINTS P1PF. FITTINGS SHALL BE BITUMINOUS COATIED AND 7,EMENT MORTpi$' LINED. CEMENT MORTAR LINING SHALL CONFORM TO AMERMAN STANDARD A -21.4. }li 1ALLCLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH OETAIL 4.ALL ELEVATIONS ARE 3ASrD ON MEAN SEA LLVEL(us.6 "G•S, UATURlTi929 Ijf41 STHE CONTRACTOR WILL CONDUCT HIS WORK ON A SCHEDULE' AND IN SUCI�YA �! MANNER T'H'AI INTERFERENCE WITH THE OPERATION OF T4,E OWNERSi.PLA1 WILL BE KEPT AT A MINIIvIUM• THE SCHEDULE AND MANNER IN WHICH CONTRACTOR WISHER TO CONDUCT HIS WORK �MUST BE APRROYEG BYTE *e r OWNER: BEFURE.WORK IS STARTED ON THIS CONTRACT k= X Ml RAILROAD X IN'�3 SHAL< HE CONSTRUCTED 1N ACCORDANCE 19,00 7 EXP.MPLE OF DETAIL NUMBERING SYS7E.M: DETAIL NUMBER , MAIN TRUNK PROFIt.MTR15+50T0STA.I1M1 DETAILIHT,NO,ONWHIC14 D L49• 8-.ALL DROP CONNECTIONS SHALL BE IN ACCORDANCE WITH DETAI l -- - — - - - 9. ALLTRENCHING, BEDDING, COMPACTION, AND RESURFACIFM SHI�tLy 4w BE IN ACCORDANCE WF1 H DETAIL 10. ALL MANHOLES SHALL BE IN ACCOR ANCE WITH DETAIL NOTE; ALL EXIST SURFACING FOR ,•• ELEVATIONS LOCATIONS CF EXISTING UTIt_ITIES LIFT STATION SEE NTS.7C8 IMATE ONLY ADDITIONAL UTILITIES MAY COU ' #� FORCE MAIN IS ASPHALT. CONC, UTI ' ES Y BE EN NTERED, rl' (MAIN TRUNK EXCEPT AS SHOWN DURING CONSTRUCTION, 12. ALL GRAVITY SEWER LINE SHALL' 13E TESTED IN ACCORD AI, c 4M LINE SEE AI3UVE i EX197 v g; CONCRETE PRODUCTS ASSOCIATION OF WASHINGTOWS° LyEAiC '� I7 CULV TESTING; OF RUBBER GASKETED SEWERS ;ADOPTED.,7Y 1 ALLTE-THATTHE CONTRACTOR SHALL BEAR THFr CG5T4F1 EXCEPT STING. EXIST. ,RAVEL i F.XISEC,ATE -a- I � .ALL PRESSURE SEWER LIN DGTO•,� HSl� � u � - - -- " If 13 STATIC. PRESSURE OF 150 PSI �p WITH NO _ PRESSURE. OF SUCH TESTS SHALL BE BORNE I,OS . - EXIST. 24 R JECTE 6 AS ELBOWS FORCE MAIN FORCE MAIN BY THE t $w p �, �� X -^•� -� �- -�-- --- -- - -- - -.� ��j - -- y -5 - -- CONTRACTOR. AND PLUG ALL SEPTIC TANK DISCHARGE Aq� e _.. _..� e TOR. EXIST. ?7- 4 "_ _ _ _ 5 (4' EXIST. SANITARY CONNIECTIONS TO TORM SEWERS. AND A -W - - - - --, - -W - -- g- __ -y_ - -_ 5 ---- yy---- _-- �y- EX13T.8 " - - -- - - - -- - -- 5 - - - -i 15' PROVIDE CONC. THRUST BLOCK AT ALL FORCE MAIN, BENDS.(�C.Y;t��L EXI9T, TBM ELEV 21.99 WEST RIM OF MH. a i Igtuw. PLAN —FORCE .MAIN � 30 _ t C B G D - GROUND LINE - NOTE: ALL 31JRFACINi, FROM - EXIST FENCE 80 AS EXIST. PLANKING !SURFACING STA. 1550 T019 +44 19 GRAVEL EXCEPT AS SHOWN LIFT SiA'IUN SEE SHTS7(8 �. C k' • LEGEND SANITARY SEWER -THIS CONTRACT 6�6- Efy'�. 1.1CT1 �:IN' 'I. !:'.i �' %0/ SEE DETAI I roy� /4 -•v = •••:•' - - �j FORCE MAIN - THIS CQt�T °.P.0 ?-- -c ^mn�T MH "I a w MANHOLE, WITH NUMBER a STATIONING THIS CONTRACT �'o•oo pP \� p r� \, CLEANOU -F -THIS CONTRACT SANITARY SEWER-EXISTING • G.O. --- S-.- -- r DATE 7- - •-° --- :-: —REVISION. EX19T Q4 »' STORM -5S - -• 1 JUMP TBM. ELEV. 27.89 WEST RIM OF MJ1. SEWER- EXISTING WATER LINE- EXISTING - - -• -- -w- -- ,� t •,?� Sys 4 uE �. LINE SEE SHT,S� � MANHOLE- EXISTING VALVE SOX- EXISTING ❑ 0' ❑ V B, '* EXIST$ pp SEWAGE COLLiGT'ION SYSTEM NTO �.. 1 l .D . r �4' r t w as +f S r 1 r 1 CULVERT PIPE - EXISTING FIRE HYDRANT-EXISTING - e ti __.OJ_t:__--___ y I C' EX .; r FO • C �S CE MAIN SHALL Sl PE IN THIS DIRE _" CATCH BASIN -EXISTING a CD O M , II POWER POLE W1 GUY- EXISTING O —� MAIN TRUNK PLAN-STA.15 +50 10 STA.19i41 — — — TEMPORARY BENCH MARK TBM RR TRACK W/ SEWER LINE. X -ING ' GENERAL NOTES 1'I L ALL GRAVTY SEWER LINES SHALL RE EXTRA STRENGTH, NONFiEINFDRCEO CONCRETE SEWER PIPE CONFORMING IT) ASTM DESIGNATION C- 14,UNLE55 OTHERWISE SHOWN. * 2 ALL CAST IRON PIPE AND FITTINGS SHALL BE CLASS 100,THICTCk I. GLASS 22, CON FORM IWG TO AMERICAN STANDARD A-- 21.60R A -21 AND SHALL BE FURNISHED WITH EITHER MECHANICAL BOLTED `f.'Y.�' .:JOINTS, OR SLIP- ON-RUBBER RING GASKET TYPE JOINTS P1PF. FITTINGS SHALL BE BITUMINOUS COATIED AND 7,EMENT MORTpi$' LINED. CEMENT MORTAR LINING SHALL CONFORM TO AMERMAN STANDARD A -21.4. }li 1ALLCLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH OETAIL 4.ALL ELEVATIONS ARE 3ASrD ON MEAN SEA LLVEL(us.6 "G•S, UATURlTi929 Ijf41 STHE CONTRACTOR WILL CONDUCT HIS WORK ON A SCHEDULE' AND IN SUCI�YA �! MANNER T'H'AI INTERFERENCE WITH THE OPERATION OF T4,E OWNERSi.PLA1 WILL BE KEPT AT A MINIIvIUM• THE SCHEDULE AND MANNER IN WHICH CONTRACTOR WISHER TO CONDUCT HIS WORK �MUST BE APRROYEG BYTE *e r OWNER: BEFURE.WORK IS STARTED ON THIS CONTRACT k= X Ml RAILROAD X IN'�3 SHAL< HE CONSTRUCTED 1N ACCORDANCE 19,00 7 EXP.MPLE OF DETAIL NUMBERING SYS7E.M: DETAIL NUMBER , MAIN TRUNK PROFIt.MTR15+50T0STA.I1M1 DETAILIHT,NO,ONWHIC14 D L49• 8-.ALL DROP CONNECTIONS SHALL BE IN ACCORDANCE WITH DETAI l -- - — - - - 9. ALLTRENCHING, BEDDING, COMPACTION, AND RESURFACIFM SHI�tLy 4w BE IN ACCORDANCE WF1 H DETAIL 10. ALL MANHOLES SHALL BE IN ACCOR ANCE WITH DETAIL NOTE; ALL EXIST SURFACING FOR ,•• ELEVATIONS LOCATIONS CF EXISTING UTIt_ITIES LIFT STATION SEE NTS.7C8 IMATE ONLY ADDITIONAL UTILITIES MAY COU ' #� FORCE MAIN IS ASPHALT. CONC, UTI ' ES Y BE EN NTERED, rl' (MAIN TRUNK EXCEPT AS SHOWN DURING CONSTRUCTION, 12. ALL GRAVITY SEWER LINE SHALL' 13E TESTED IN ACCORD AI, c 4M LINE SEE AI3UVE i EX197 v g; CONCRETE PRODUCTS ASSOCIATION OF WASHINGTOWS° LyEAiC '� I7 CULV TESTING; OF RUBBER GASKETED SEWERS ;ADOPTED.,7Y 1 ALLTE-THATTHE CONTRACTOR SHALL BEAR THFr CG5T4F1 EXCEPT STING. EXIST. ,RAVEL i F.XISEC,ATE -a- I � .ALL PRESSURE SEWER LIN DGTO•,� HSl� � u � - - -- " If 13 STATIC. PRESSURE OF 150 PSI �p WITH NO _ PRESSURE. OF SUCH TESTS SHALL BE BORNE I,OS . - EXIST. 24 R JECTE 6 AS ELBOWS FORCE MAIN FORCE MAIN BY THE t $w p �, �� X -^•� -� �- -�-- --- -- - -- - -.� ��j - -- y -5 - -- CONTRACTOR. AND PLUG ALL SEPTIC TANK DISCHARGE Aq� e _.. _..� e TOR. EXIST. ?7- 4 "_ _ _ _ 5 (4' EXIST. SANITARY CONNIECTIONS TO TORM SEWERS. AND A -W - - - - --, - -W - -- g- __ -y_ - -_ 5 ---- yy---- _-- �y- EX13T.8 " - - -- - - - -- - -- 5 - - - -i 15' PROVIDE CONC. THRUST BLOCK AT ALL FORCE MAIN, BENDS.(�C.Y;t��L EXI9T, TBM ELEV 21.99 WEST RIM OF MH. a i Igtuw. PLAN —FORCE .MAIN � 30 _ t C < XIST RRTRACM EXI - GROUND LINE - a 80 AS 6�6- Efy'�. 25 I u�.► EXIST i� ULV. w 5 -7T 1 DATE 7- - •-° --- :-: —REVISION. EX19T Q4 »' Z3 1 JUMP _ raRn�wa ou•oH sEAT►U4 w�. � 'i PACIFIC CAR a FOUNDRY -CO.,= - -- - �. pp SEWAGE COLLiGT'ION SYSTEM NTO �.. 1 l .D . r �4' r t w as +f S r 1 r 1 R E 0 W WASHINATdN MAIN TRUNK LINE- STS. 15+50 __.OJ_t:__--___ y I C' EX .; r FO • C �S CE MAIN SHALL Sl PE IN THIS DIRE _" ION _ II - FJGTFF - - -- — — — p «o0 2+G 0 3+00 ( +00 4, w� a T4'ONk .P DESOM 01' APPROVED BY alroEr OP r,. PROFILE-FORGE MAIN `11••,•,•°� DRAWN 'RB ScAu1 "- 30'woR.I•s'vERT, 3 �y I _ CHECKED. WA DATE - - - -8 - `+ sI�I� {�I�sl�l��I�s�� ° ,, AS 6�6- Efy'�. DATE y1Y Y 5 -7T 1 DATE 7- - •-° --- :-: —REVISION. .I 311"M 1 JUMP _ raRn�wa ou•oH sEAT►U4 w�. � 'i PACIFIC CAR a FOUNDRY -CO.,= �. pp SEWAGE COLLiGT'ION SYSTEM NTO �.. 1 l .D . r �4' r t w as +f S r 1 r 1 R E 0 W WASHINATdN MAIN TRUNK LINE- STS. 15+50 TO STA 19 +44 & FORCE MAIN p «o0 2+G 0 3+00 ( +00 4, w� a T4'ONk .P DESOM 01' APPROVED BY alroEr OP r,. PROFILE-FORGE MAIN `11••,•,•°� DRAWN 'RB ScAu1 "- 30'woR.I•s'vERT, 3 �y I _ CHECKED. WA DATE - - - -8 - `+ sI�I� {�I�sl�l��I�s�� °