2009-07-15_REVISION - M1977342 - Laserfiche WebLink

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EXISTING TDL 30'HDPE EXISTING 24'AND ~J E~ ogS 5c~~ - _D 8' HDPE SEEPWATER ` y7 EXISTING SUBDRAINS DO NOT DISTURB AND PIPELINES / -OQop.' t RI REPAIR IF DAMAGED EXISTING 90' ELBOW AEMOVEI / WW 2d6W CONTINUE 24' N 193097.12 NE EL1835308.46 GE55~~ DAND OWN BTOPOND pG / 24' DIA HDPE FIELD VERIFY i " d ' j - - 18' DIA. HDPE ~ACCESS ROAD iREF DWG HSX-1-01), e EXPOSE APPROX 40' ,1 I Of EXISTING PIPES. PI STA 0+-62 ] Z COLD BEND PIPE TO - ` N 1 PI STA 1,26 ,3 / 93.55 / t- N 192977 72 i CONNECT TO NEW E 1 8355099099.5 EXTENSION PIPES E 1835099.58 FUTURE BEACH ACCESS ROAD FOR COHEREX % NOTE: PIPE SUPPORT BERM TRUCK ITYPI MUST BE RAISED IN SUMMER -RM 4MER 2011 OR PRIOR TO INUNDATION i \ _ - _ - " - OF PIPE DISCHARGE 1DA'nON CONNECTION TO EXISTING HDPE LINES' - - t~ INSTALL NEW SECTIONS BEFORE NNECTING 7 MAKE FINAL CONNECTIONS W; ECECTRO.FUSION COUPLINGS TO MINIMIZE DOWN TIME EXISTING DISCHARGE POINT MUST REMAIN IN OPERATION UNTIL EXTENSION LINE IS 1 Ff COMPLETE AND READYA~OR OPERATION SUBDRAIN LINES (8-DIA HOPE) PIPE SUPPORT BERM Z (SEE DIET DWG Z-7, D 30 60 30 i nJb n Feet INSTALL FLANGE ADAPTER AND am - BACKING RING. 24' AND 18' HDPE. ` - - NEW 24' AND 18' HDPE FIELD LOCATE AT HIGH POINT 80.'10 8720 0 ' INSTALL 6' VENT 124' LINE ONLY) FIELD LOCATE JUST DOWNSTREAM OF HIGH 'ENERA:N res APPRO% FUTURE CREST _ , HoR;zpNtALANL 1,EQTCAL _ON7ROL S BASED am 87 0 77, TO - ROAD PROFILE LINE AT 8896' POINT REF DETAIL DWG. HSX-2-02 2 CONTRAC 1OR SHALL BE RESPLNS:BLE FOR IOC REF -DWG HSX-1-01 PIPELNES :;II HM THE OONSTRUCnON LORRIDi IERTICAL =(,NTROL S EASED nN STEARNS ROGER 1568 LL 8E RES?DNSBLE `OR'-OCATING F,Sr:NG UTILI-IES ANIL 8910 THE CONSTRUCTION CORRIDOR a - - CONTRACTOR MA, NSTAL- HDPE ILAN-3E A~AF L , REOU'RE-) FOR P~.PEiNE INSTALLATION A'ITH EP ? G Z MOUND SOIL V OVER NSTALL HOPE PLAN;,E ADAPTERS AND BACKING RINGSAS E_INE INSTAI. LATION WITH ENGINEER APPROVAL ei00 Z j p PIPE FOR 10'LENGTH A HELL ADiuSTMENrS TO HORIZONTAL AND VERI 1 APPRCvED BY THE FELD ENGINEER r;~y vZQ _ AT50SPACING 5 COLD BEND P;PE TJ MN 200 FT 4A;uV5At H/OR f5 To -ORIZONTAL AND VERTICAL ALIGNMENTS MUST EF BB00 F+ELD ENGINEER 4 r APPROX. EXISTING INVERT EL 88980 OT.ERJnSE NOTED eeoo c?~-) GROUND SURFACE FIELD LOCATE P.V I, c e1oUNDFILL OVER PIPELINE NECESSARY TOP 3 MIN 200 FT RADIUS AT HORIZONTAL ANO VERTICAL P 'S j-4 ES, PIPEL:ISE Ic NEL=SSARI TO PROVIDE RE.U'REC MIN C R IP A 0 7 CONTRACTOR SHALL REPAIR OR REPLACE ANY 1 'p THAT ARE DAMAr,EO DUE TO CONSTRb•CTtaN A( -F-A .R'JR PEI' A--' A- E,'.cT 11-,'ERTS . P ,c 8880 y T Z 0 ~IU m 8880 2w O air 0 a 0 _ MOUND SOIL ACROSS BENCH 2 ' FOR NEW PIPES i aetD - " A DAVLIG_HT PIPELINES AND PIPE SUPPORT BERM W APPROX FUTURE CREST INSTALL ON GROUND BERM 0070 Lu LINE AT 8876' SURFACE TO ENO - T O BERM 9 8856 0' 8880 - - ~EST.A. TOP OFTOLAT W S560, NEXT CREST RAISE 8858.5 0800 24' AND 18' DIA HDPE INVERT ESTIMA 8650 A APPROX_ TOP OF EXISTING TDL 8855 (MAINTAIN MIN 5' OF COVER ESTIMA ESTIMATED JUNE 201 t BEACH EL 8855 0 ESTIMATED JUNE 201-0 BEACH EL 8851 0 OVER TOP OF PIPE] NG REF DWG HSX-2-02 SPRING S10 _ FIELD LOCATE INVERT TO MAINTAIN FOR TRENCH DETAILS 9' h'GPE SUBDRAIN - _ . ESTIMATED JUNE 20-09 BEACH EL 88470 8050 SPRING 2009 BEACH EL 8843__~_ 88 - 8840 SLOPE DOWN TO PUMP STATION E t 8830 FIELD LOCATE STARTING POINT w Z _ f EXISTING PIPE ELBOW FLANGE ~ 2 PLUN PLUNGE POOL EXPECTED TO FORM. 8000 ADD EROSION PROTECTION IF x ADD ESTIMATED ELEVATION 88530' 0 z d UNDE 111121) 124' AND 18' HDPE] m UNDERCUTTING OF BERM BECOMES O ? a i z EXCE aWf 1Wa 8815 z EXCESSIVE !BY COMPANY) effi0 Q aW I-w 2-00 3-00 M00 5-00 8,00 1.00 0-00 8015 0400 9400 Pipeline Stettin (R) Henderson Mill Seepwater System :epwater System Climax Molybdenum Henderson Mill - - - wA 2009 Seepwater Extension '.er Extension DCM 411608 As Noted V ( J. F Z Z i Pipeline Plan and Profile and Profile 'RA MN, NC - - Sla 0.00 to End I to End HSX-2-01 SMM 6/t6108