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STORM_ TECH SC-740 CHAMBER SYSTEMS CROSS SECTION (1-3-1 <br /> . <br /> NOT TO SCALE 04) 1 ' <br /> 6 <br /> Y <br /> ADS GEOSYNI IIETICS 601T NON-WOVEN GEOTEX I ILE Al I. TOP OF FIL1..944.0 MIN.,950.0 MAX. <br /> AROUND CLEAN,CRUSHED,ANGULAR STONE IN A&B LAYERS PAVEMENT LAYER(DESIGNED <br /> BY 44.4.4.1,44�I144- Atlik iI4-LLLN.64- " a CV +Sicl�E rDaE GN ENGINEER) .942.5 18" 24 <br /> k <br /> '''',0Ad�.., >�\ )�\y j� W`11 D\ ��l'i,','\ \.,,,,'•,‘,,.;`)•.;� D i'��� >i nco.V � i -... 4' ��� <br /> PERIMETER STONEVI, N'''''''',4'1'...' <br /> l�f5 2 ::,%'''''.. ./tl�4x� n'O1'.7,/11 I4°pi11;;,_//1O 1 II ii TOP°1°°°"°"1 , __- - (450r IN IM m) <br /> ♦ ♦` - 1 - .t.:114 6.,(150 rmm�N I <br /> ',77.l .. �� ♦ M 942.00 FO <br /> I III T %'d''\ r.81,1\ :♦.r ---- \ rl ) v } �,65 m B <br /> run WWEXCAVATION WALL(CANIA --- -- PEAKBE SLOPED OR VERTICAL) ��" '1, ���v1` ` � � Y'C L�. 30" = R ;:::0 s N c <br /> III I , ,40)7 (760 mm) ELEV. laaII 1IIIaI11 h . ��� ' . �� ./�/� \i', ✓- 94123 \V\V\i qg <br /> I II'i 0 <br /> Ilil -Ila � M '} + 939.50 r <br /> _ III�L <br /> (el <br /> - k11n11'1� _- �: __�93900 N`c <br /> 1111 - _ / ,,. a Z BYDESIGN ENGINEER 6'ER 01n u)MIN - <br /> _ �, EPI'H OF <br /> �+tt STONE TO BE DE IN <br /> eil <br /> i n- II/ �� 111 1E (150 mm)MIN �'- - 111 u1 SITE <br /> MI-II- I" ti 'I '+ r ,, �' n-re rr" irlTr Ir=n n'PM.-W D f F&A;;PI��1-','`I- R 1• _\_938.00 <br /> 12"300 nun)MIN ND CAP -. <br /> ( END 51"(1295 mm) - 12".(300 mm)TYP ® <br /> H <br /> 4"SINGLE WALL.CORRLIGA I'ED SUBGRADE SOILS-- 6"UNDERDRAIN FOR ROCK d @ $ g <br /> PERFORATED,HOPE PIPE WITH SOCK <br /> 0 <br /> Z <br /> O E <br /> Ow <br /> N <br /> KN <br /> OS't <br /> i jF <br /> 6 MA I ERIAL DESCRIPTIONS: >3 <br /> NOTES: A. FOUNDATION STONE-CLEAN,CRUSHED,ANGULAR STONE. .g- <br /> B. EMOEDMEN F STONE-CLEAN CRUSHED ANGULAR STONE. d0 <br /> N <br /> I <br /> NOTE 1_THE EFFECTIVE DISCHARGE C. INITIAL FILL-GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <br /> ! ELEVATION FOR THE GALLERY IS 939.20'OR X35%FINES OR PROCESSES AGGREGATE.MOST PAVEMENT SUBBASE <br /> THE ELEVATION OF THE ORIFICE IN MH-04.PER MATERIALS CAN BE USED IN LIEU OF THIS LAYER. <br /> I HYDROCAD,THIS IS THE EFFECTIVE OUTLET MA FERIAE SPECIFICATION <br /> ELEVATION,EXCLUDING EXFILTRATION. <br /> D. FINAL FILL-6'TOPSOIL,WITH 3%TO 10%ORGANICS. € ' <br /> E. SAND FILTER LAYER-CLEAN SAND.FILL ONE FOOT BELOW <br /> FOUNDATION OF STONE.MNDOT CLASS 3 DRAINABLE BASE ; g <br /> AGGREGATE,ROLL'TO ACHIEVE FLAT SURFACE FOR GEOTEXTILE. i <br /> 1.11 a Q a i <br /> i= o <br />