Laserfiche WebLink
EMSING WATER INKC <br />IW� PVT; DRAIN EMS ING GROUND <br />SEE DETAIL 1p <br />-�i A .1 I <br />GW �1 <br />SLURRY WALL <br />A <br />BEDROLA (SIIAUD <br />S TYPICAL TRENCH SECTION <br />4 B SCALE'. I' = 10' <br />LIMIT M SLOPING M <br />BENCHING M TRENCH WALL <br />IANUTAR FILL ASM -33 NO. 57 OR MG: 67 <br />WATER TABLE <br />( L'0 , PLAIN PVC PIPE DETAIL <br />5 G SCALE I' _ p <br />REVISIONS <br />oRw®xax MR APPRV+Fo <br />Weiland. Inc. <br />environmental E Engineering <br />PO Box 192F <br />Lyons. CD BOfAO <br />OM1 303- B23 -0B51 <br />/ax 303-823 -0998 <br />( i Y <br />PERFORATED <br />PVC <br />PPE <br />DETAIL <br />WWALE <br />V <br />- I• <br />CLEAN -WT BOX AND VO <br />(SET TO FINISHED MADE) <br />BEAVICE LOxNELRM 17 PVL <br />RIM AV SEND <br />CROSS SECTION <br />(�1 CLEAN —OUT PIPE DETAIL <br />ll� L/ NOT TO SCALE <br />BOKELMAN/WALTERS PIT <br />USE BY SPECIAL REVIEW <br />LARIMER COUNTY <br />LOVELAND READY MIX CONCRETE CO.,, INC. <br />GENERAL DR AN OETA NOTE$ <br />1 TRENCH SHALL W EXCAVATED TO ME L£PRi OF ME GRAW- <br />LAYER TO ENSURE A GOTH HYDROLOGIC CONNECTION WOMEN <br />EN <br />ME GRAM LAYER AND ME PEA METER MAIN. "PRE PLAIN <br />PW EXISTS ON PHASE 1 - MST DRAIN CONSTRUCT TRENCH <br />TO V B¢VN REWIRED ELEVATION FOR BOLIOM GF PIPE <br />2 GROUNDWATER IS EXPECTED TD BE EMBROIDERED DURING <br />DRENCH [PYSiRUCTIW. CONTROL GROUNDWATER IN ME <br />MESON MRW W ACTIVE OEl'/AIERMC NA PIMPS (SEE ASTER <br />FORM, Y.R), <br />3. NATIVE BRAWL (PT RUN MATERI,LL) SHALL BE USED TO FILL <br />THE TRENCH FROM BOTitlI CONTACT Waal ME MALTLIAYER <br />TO I FL FROM ME SPECIFIED BOTTOM ELEVARM CF ME PIPE <br />4. FILTER MAR3UM- sIUU BE ARM C -33. SIZE NO, El, ROM ME <br />ADDER CONSTRAINTS AS FOLLOW, <br />A. FILTER MATERIAL SHALL CMTNN NO MORE MAN SF (BY <br />MIGHT) M MARMAL FRIER MAN ME NO. Ma SIEVE <br />B. AL FINES (MINDS NO AO SIEVE) MALE BE NMPLASRC (PI - <br />Ix PIPE 5. RR FILTER MATERIK SMALL BE PLACED OR ME GRAW4 (AYES <br />CR GRAVEL SACKFUL IN BETS NOT TO IXCEEO IFT THICKNESS <br />VMFN COMPACTED MM SURFACE PLATE MONITORS OR <br />WRATMY RIXIERS OR SHOULD NOT EXCEED ME IENOM BE <br />ME INTERNAL NBRATM IFLIER MATERIAL BELOW ME PIPE <br />SINL BE COMPACTED TO BOS MAXIMUM MY DENSITY. <br />PERFORATED PIPE SHALL K ILLY PERFMATm 12 DIAMETER. <br />SMR -1) PVC, MM DIM' Am MDM (1805• M SLOT <br />IFNGM), I- SLOT SPACING, AND CONRWRED IN 4 ROM <br />AROUND ME PIPE ORCUMFERENCE. <br />7. PLAIN (NON- YDTTED) PVC PIPE MGM PHASE I -NEST MAIN <br />STA I3i00 TO ME Olm T SHALL HE iT SU I PVC PIPE <br />B FILTER MATERIAL STALL BE WORKED UNDER THE PIPE <br />HAUNCHES BY BAN11. <br />B. ME FILTER MATERIAL SMALL EXRNO A MINIMUM OF IY M <br />EVERY SIDE DF ME SLOTTED PPE Al CORP GN CF <br />calsmucRM. <br />10. EMBEDMENT MATERIAL FOR IM PAIN PYL PIPE STALL BE <br />ASM C -33, SIZE N0, 57, MM A G' LAYER BPIFAM ME PPE <br />AND 1 n. THICK ON ALL OMER SDES <br />I1. OWi ME FILTER/EMBEpMENT WIEGAE AND KEYED 1 FT. INTO <br />EACH SIDE BE ME MAGI, PLACE A V.YER U MIRMS 1<0N <br />GEOIEXRLE (M EWIVALENT) AS SMOOM AS POSSIBLE MAKE <br />OVERLAPS OF ME FABRIC AT LEASE 3 FT "OF MHEN <br />BEGINNING NEW FABRIC RC L <br />12 NARK FILL DELL SERSE AS BAMFlLL ABOVE ME FILTER <br />MATERIAL TG 'MADE <br />13 PLAIN PVC PIPE REDMOND SHAD. a HAND TAMPED IN 13' LIFTS <br />AND SMALL CONFORM TO AXON C -W. GRADATION SUE NO. 57. <br />PeNPIIa _ eonfinemen RE�E /CEP <br />Fro — Tvnesex. - Nov nN6 <br />D« Nam — .. To OA'IS'IOp pF 0. <br />DM �WIe(f mnale I I - —ci MIninR a "RGamBaDoD, <br />SHEET 6 <br />DRAIN DETAILS AND NOTES <br />ASSHOWN I GWM2 -SHEET 6.dwg <br />JWW PFW I— _11/13/06 1 MISM6 OF <br />