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1 <br /> STORMTECH SC-740 CHAMBER SYSTEMS CROSS SECTION 04 <br /> NOT TO SCALE <br /> i <br /> r <br /> a <br /> ADS GEOSYNTHETICS 6017 NON-WOVEN GEOTEXTILE ALL TOP OF FILL:944.0 MIN.,950.0 MAX. <br /> AROUND CLEAN,CRUSHED,ANGULAR STONE IN A&B LAYERS 11\\ PAVEMENT LAYER(DESIGNED <br /> . TW BY SITE DESIGN ENGINEER) 1 <br /> 1\ 1 TD TTOMpF 1EMBLE ENEm R likVED - --_ _ -_- fY _ <br /> PERIMETER STONE \ " ''' 1\O " Eg �uN' E`-'—''' Ewc9 902.5 1g" (2.4 m) <br /> l/I '/II /II /II /II i II /I -(II 11 /IIS 1 /I 11 IIS II NII , II- MAX <br /> E.`.._ _ (450 mm)MIN' <br /> E �t�.rs+ H6.Y♦.r �fYyl Lg1 EP. LL'/E.?�,pJli yltr g�_�gru�/ ,6",(150 mm)MIN _S._ -.-..___I_842.00 g <br /> OBOICAL "' _ PEAK e i <br /> f L t ali' (.�939.50.11111P-Iii1 JI Iii �r .. �• �� <br /> , I[�D. IIIIIII.11�4� ,l7 Oti; _�L�4y>_�aimismaing� ��939 OD <br /> D <br /> ' inw <br /> ri IISII I�I)WIIIWW E - DEPTH OF STONE TO BE DETERMINED <br /> I(,Ik� -- ,-, ' nl BY938.00 SITE ESIGN ENGINEER 6"(150 mm)MIN limmimmimm <br /> HIH_l',n n..11_ it ' M.. 16 ' -_ a 1 -,11 i i-,c.- 'm:.lu �� <br /> SC-740 <br /> 12"(300 mm)MIN-- 6" <br /> END CAP 51"(1295 mm) - ----- 12"(300 mm)TYP g 0 <br /> (150 mm)MIN <br /> 4"SINGLE WALL CORRUGATED SUBGRADE SOILS 6"UNDERDRAIN FOR ROCK S 0 i 5 ,1 i 5 <br /> INInimmo <br /> PERFORATED,HDPE PIPE WITH SOCK <br /> 9. <br /> 8s <br /> CIN <br /> t WN <br /> i O0 <br /> MATERIAL DESCRIPTIONS: <br /> k rail <br /> NOTES: A. FOUNDATION STONE-CLEAN,CRUSHED,ANGULAR STONE. �jcc <br /> B. EMBEDMENT STONE-CLEAN CRUSHED ANGULAR STONE. 9 j12 1 <br /> ddd NOTE 1:THE EFFECTIVE DISCHARGE C. INITIAL FILL-GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, 440 c d <br /> } ELEVATION FOR THE GALLERY IS 939.20'OR <br /> THE ELEVATION OF THE ORIFICE IN MH-04.PER <35%FINES OR PROCESSES AGGREGATE.MOST PAVEMENT SUBBASE <br /> MATERIALS CAN BE USED IN LIEU OF THIS LAYER. aommonsmil <br /> HYDROCAD,THIS IS THE EFFECTIVE OUTLET MATERIAL SPECIFICATION: <br /> I ELEVATION,EXCLUDING EXFILTRATION. <br /> g D. FINAL FILL-6'TOPSOIL,WITH 3%TO 10%ORGANICS. _ <br /> R E. SAND FILTER LAYER-CLEAN SAND.FILL ONE FOOT BELOW <br /> 1 FOUNDATION OF STONE.MNDOT CLASS 3 DRAINABLE BASE g <br /> AGGREGATE.ROLL TO ACHIEVE FLAT SURFACE FOR GEOTEXTILE. <br /> � S <br /> is <br /> sa -- - __ <br />