F281 - F305 - Laserfiche WebLink

Home Browse Search

A E F 1 6" DIAM. HDPE PERFORATED PIPE (LEACHATE COLLECTION PIPE) 2 I 3 I 4 I 5 SACRIFICIAL GEOMEMBRANE 6" DIAM. HDPE PIPE (LEACHATE RISER PIPE) (NOTES 2 AND 3) GEOTEXTILE TO CONFORM TO RISER PIPE GEOTEXTILE Bill .fir ••- .�� _ •• �•..�-'rJ_• �� i•1 I�IL �' ... i. �!.�a .•Il..) 1*4 ��'•/ �.. i1, i. ;jam=1��`j�� ►�� .r.1, i • .�. -� �� fir. .1 •�_�' ;! .1-.r.1, i • •• �� r 01 !.• •r:� ! 1` :� Vii;•/ ;.: i�i�% %•'!��1!'�� !�I�as1' .� �:� ;.. ��1�: -�� - �.,�;�, i �, . /� �, /4!, ��rt !�•�/•_��L:! ��!•�L�r•��i-�r_�:1'_.��i!'.�_��1•��.!�.'r_•�.��,i�=•_.•!�.��- .�i�: f��!�1,�•i•I�i.�� WELD GEOMEMBRANE 1L_- 4" DIAM. HDPE PERFORATED (NOTE 4) 3 PIPE GEOTEXTILE 6" DIAM. HDPE PERFORATED PIPE COARSE GRAVEL 6" DIAM. HDPE PERFORATED PIPE (LEACHATE COLLECTION PIPE) - C2 C5 so C7 C8 3' - EASTERN TERMINATION BERM d I 0 5 GALVANIZED STEEL POST (TYP.) C7 E7 BOLT SUPPORT BAR TO POST COARSE GRAVEL GEOTEXTILE 12A'N DETAIL TYP. a PRIMARY LCRS INSPECTION PIPE N.T.S. I I I I I I I I I I I I I I I I I I I I I I I I i I � I I I I I 1 3H:1V 3H:1V 6" DIAM. HDPE PERFORATED PIPE (LEACHATE COLLECTION) I � I APPROX. 32' 1 2 �3 � , I I 24" DIAM. HDPE PERFORATED PIPE 6"1 HDPE ECCENTRIC REDUCER \ PPROX.31' '4 I 5 - - - - - - -- ----- I I I I I I END CAP APPROX. 11' I 6"X24" HDPE ECCENTRIC ' 3H:1V I REDUCER I I I APPROX. 56' APPROX. 29' 10 I I - END CAP I__ _--I--------- ----------- 21 ---- ---- ---_ ___ I } --- coca -- - - - - -i- - -T- I 3H:1V APPROX. 7' 'i I I � I I 7 It ------ ---- / APPROX. 33' �I C7 C7 APPROX. 60' I 14 PLAN VIEW I �c7 LEACHATE SUMP N.T.S. -6" DIAM. HDPE PIPE (INSTRUMENTATION RISER PIPE) (NOTE 5) .-24" DIAM. HDPE PIPE (PRIMARY INSPECTION RISER PIPE) - 24" DIAM. HDPE PIPE (PRIMARY RISER PIPE) I 2.5' _ 1 4' - 24" DIAM. HDPE PIPE (SECONDARY RISER PIPE) .6" DIAM. HDPE PIPE (INSTRUMENTATION RISER PIPE) - 6" DIAM. HDPE PIPE (LYSIMETER RISER PIPE) `24" DIAM. HDPE PERFORATED PIPE 9 6" DIAM. HDPE PERFORATED PIPE (LYSIMETER PIPE) 2 ' 3 LCRS SUMP - CONSTRUCTION CONTROL POINTS Point # Elevation Northing X.a.!F'L�..: h a t,: Yli <�_� i �t�`r<<i`.•S� H^�{.,.._il s;.•::CS+,+<-"�.r 1 209.62 2198201.75 t� mow. is 1•,�� ".r;`� � '-` � u:!c!•` 4.? w. vT �.<,::�''i;tai.:•t`l • •i.�1[_A' S�tC. `'�tkJi~ A t'�.�'.n �V: • 2 - 2198202.10 `1V �`>ON •.x=,Li.;:'`�l �<ray;:-' =•rte -- 209.01 - x.:aY:%i=`x�'`,i.�~4�-. �4, 4 204.77 2198189.08 7;1ic`�:'>^:�1k�trr.:• 5 205.08 2198188.70 riy2 - �•4`ti: ? 1v:�..{ys - .fid_ . t :O A�. \/ ••> >. : �'.L' ' y:y,..{ .. 4t�.r: l�: rii •Sf Y.'yy '- �,1 ,.'" r 'h � t�. a„r' - 209.55 2198146.33 by t'�. •�,�.. �r �.1•CY'r',. `•Y'-4..ir'�1.:1•�.. :. y' :: - 22 PIPE 6437630.26 3 C7 C9 PENETRATION 6437662.98 9 209.01 2198146.90 6437676.64 10 209.09 2198174.67 r EARTHFILL - - - - - - - - - ANCHOR TRENCH - - - - - - - 4" DIAM. HDPE PIPE - - - - - - - (SOIL GAS RISER PIPE) - _ - - CLSM COARSE GRAVEL GEOTEXTILE 12A'N DETAIL TYP. a PRIMARY LCRS INSPECTION PIPE N.T.S. I I I I I I I I I I I I I I I I I I I I I I I I i I � I I I I I 1 3H:1V 3H:1V 6" DIAM. HDPE PERFORATED PIPE (LEACHATE COLLECTION) I � I APPROX. 32' 1 2 �3 � , I I 24" DIAM. HDPE PERFORATED PIPE 6"1 HDPE ECCENTRIC REDUCER \ PPROX.31' '4 I 5 - - - - - - -- ----- I I I I I I END CAP APPROX. 11' I 6"X24" HDPE ECCENTRIC ' 3H:1V I REDUCER I I I APPROX. 56' APPROX. 29' 10 I I - END CAP I__ _--I--------- ----------- 21 ---- ---- ---_ ___ I } --- coca -- - - - - -i- - -T- I 3H:1V APPROX. 7' 'i I I � I I 7 It ------ ---- / APPROX. 33' �I C7 C7 APPROX. 60' I 14 PLAN VIEW I �c7 LEACHATE SUMP N.T.S. -6" DIAM. HDPE PIPE (INSTRUMENTATION RISER PIPE) (NOTE 5) .-24" DIAM. HDPE PIPE (PRIMARY INSPECTION RISER PIPE) - 24" DIAM. HDPE PIPE (PRIMARY RISER PIPE) I 2.5' _ 1 4' - 24" DIAM. HDPE PIPE (SECONDARY RISER PIPE) .6" DIAM. HDPE PIPE (INSTRUMENTATION RISER PIPE) - 6" DIAM. HDPE PIPE (LYSIMETER RISER PIPE) `24" DIAM. HDPE PERFORATED PIPE 9 6" DIAM. HDPE PERFORATED PIPE (LYSIMETER PIPE) 2 ' 3 LCRS SUMP - CONSTRUCTION CONTROL POINTS Point # Elevation Northing Easting 1 209.62 2198201.75 6437616.28 2 209.28 2198202.10 6437647.79 3 209.01 2198202.29 6437673.32 4 204.77 2198189.08 6437661.40 5 205.08 2198188.70 6437629.97 6 209.55 2198146.33 6437616.80 7 205.04 2198159.62 6437630.26 8 204.72 2198160.01 6437662.98 9 209.01 2198146.90 6437676.64 10 209.09 2198174.67 6437675.22 4 5 V-6" MIN. 2 �1 1' FI 13 C7 C7 6" DIAM. HDPE PIPE WITH BLIND FLANGE 1' VARIES LOOSELY CLAN PIPE TO SUPPOI BAR (TYI BOLT SUPPORT BAR TO POST (TYP.) LFG BERM SEE DETAIL 3 C7 4 - - �'- GEOMEMBRANE GRANULAR BACKFILL GEOSYNTHETIC CLAY LINER (GCL) 1' 2' 1' 6" DIAM. HDPE PIPE GEOTEXTILE (LYSIMETER RISER PIPE) rl 5 DETAIL TYP. c7 RISER PIPES N.T.S. NOTES: IF SHEET IS LESS THAI 1. OPERATIONS LAYER SHALL BE PLACED BY CONTRACTOR ON FLOOR AND UP THE NORTHERN AND EASTERN SIDE SLOPES FOR A DISTANCE OF 20 FT MEASURED ALONG THE SIDESLOPES WORKING FROM THE FLOOR UPWARDS. 2. SACRIFICIAL GEOMEMBRANE SHALL BE PLACED OVER THE GEOCOMPOSITE THAT WILL BE EXPOSED FOR MORE THAN 15 DAYS FROM TOP OF OPERATIONS LAYER TO BEYOND THE EDGE OF THE ANCHOR TRENCH BUT NOT IN THE ANCHOR TRENCH. CONTRACTOR SHALL ANCHOR SACRIFICIAL GEOMEMBRANE WITH 30 LB SANDBAGS SPACED IN A 10' SQUARE GRID AND TIED WITH ROPE. 3. SACRIFICIAL GEOMEMBRANE SHALL BE MARKED USING SPRAY -PAINT AND STENCIL PROVIDED BY THE CONTRACTOR AS DESCRIBED IN SECTION 02785 OF THE TECHNICAL SPECIFICATIONS. 4. TRANSITION FROM SLOPE TO FLOOR GEOMEMBRANE SHALL BE A MINIMUM OF 5 -FT AWAY FROM PIPE TRENCH, AS SHOWN. 5. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR DETAILS ON PIPING, WIRING, AND CONTROLS IN THE INSTRUMENTATION PIPE. 6. FORM PIPE BEDDING GROOVES AS DESCRIBED IN SECTION 02300 EARTHWORK OF THE TECHNICAL SPECIFICATIONS. 3" (TYF N --)[AM. HDPE PIPE IAM. GALVANIZED -PORT BAR (FIELD VERTICAL ;ATION) (TYP.) 5 kLVAN IZED -EEL POST C7 E7 YP.) ONCRETE 13 SECTION LCRS CLEANOUT RISER SUPPORT STRUCTURE N.T.S. APPROX. 12' 24" DIAM. HDPE PIPE (PRIMARY INSPECTION RISER PIPE) 24" DIAM. HDPE PIPE (PRIMARY 2' - 4 RISER PIPE) SIDESLOPE SUBGRADE T SACRIFICIAL GEOMEMBRANE (NOTES 2 & 3) 1' GEOSYNTHETIC CLAY LINER (GCL) GEOMEMBRANE GEOCOMPOSITE CED ACCORDINGLY. REV DATE DESCRIPTION DRN APP Geosyntec(" con"ta= f 1111 BROADWAY, 6TH FLOOR 1810 EAST HAZELTON AVENUE OAKLAND, CA 94607 STOCKTON, CA 95205 PHONE: 510.836.3034 PHONE: 209.468.3000 TITLE: DETAILS IV PROJECT: CONSTRUCTION OF AREA 2A SITE: FOOTHILL SANITARY LANDFILL SAN JOAQUIN COUNTY, CALIFORNIA THIS DRAWING MAY NOT BE ISSUED DESIGN BY: FWS DATE: NOVEMBER 2014 FOR PROJECT TENDER OR CONSTRUCT ON, UNLESS SEALED. C., DRAWN �`�y DRAWN BY: AB PROJECT NO.: WG1780 C' ;` CHECKED BY: SPL FILE: DETAILS IV SIGNATURE * LaL I C;v REVIEWED BY: SPL DRAWING NO.: C-7 23 Dem Wilt c .. onrE APPROVED BY: KSJ SHEET 8 of 25 7 8