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C050.2_DETAIL_SHEETTH I S D O C U M E N T H A S B E E N P R E P A R E D B Y P R O G R E S S I V E A E A S A N I N S T R U M E N T O F S E R V I C E , A N D P R O G R E S S I V E A E SH A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y A N D O T H E R R E S E R V E D R I G H T S , I N C L U D I N G T H E C O P Y R I G H T T H E R E T O . ISSUANCES REVISIONS NO T F O R CO N S T R U C T I O N If this document is sealed and signed in a digital or electronic format and is received from someone other than the sealing professional identified in the document, you must contact the sealing professional in writing to validate authenticity of the document. The sealing professional disclaims the seal and signature and shall not be liable for any liability associated with it where the authenticity of any digital or electronic seal or signature has not been validated in this manner. NO.DATE DESCRIPTION 6/1 3 / 2 0 1 9 1 0 : 2 1 : 0 6 A M P:\ 7 0 0 5 0 0 1 2 \ W I P D R A W I N G S \ C 5 . 1 - D E T A I L S H E E T . d w g sh o r t j 18 1 1 4 M i l e R d N E G r a n d R a p i d s , M I 4 9 5 2 5 6 1 6 . 3 6 1 . 2 6 6 4 w w w . p r o g r e s s i v e a e . c o m DRAWN BY PROFESSIONAL PROJECT MANAGER FILE NUMBER CHECKED BY CH R I S T I A N B R O T H E R S A U T O M O T I V E PR O P O S E D S E R V I C E CE N T E R MI C H I G A N R O A D , C A R M E L , I N 70050012 JPM REVISED PLANS FOR REVIEW 06/13/2019 DETAIL SHEET C5.1 70050012 JRS JPM MI N I M U M 2'- 0 " O-RING OR MASTIC SEAL TONGUE JOINT AND MANHOLE SECTIONS ASTM 48" PRECAST CONC. PRECAST CONC. CONE 4' DIA. CATCH BASIN NO SCALE GROUTED OR GASKETED SEAL OR FLAT TOP SECTIONMANHOLE STEPS C-478, W/ MODIFIED SET INTEGRAL BASE ON 6" MIN. COMPACTED #8 STONE ENCASE FRAME & ADJUSTING RINGS IN MORTAR PRECAST CONC. RISERS. ADJUSTING HEIGHT 4" MIN. TO 12" MAX. E.J.I.W. 1040-M TOP AT FINISH GRADE STAMPED PER HAMILTON COUNTY STANDARD DETAIL DRAWINGS GRADE OR PAVEMENT DOWNSPOUT PVC BOOT AND DRAIN ROOF COLLECTOR DRAIN #8 STONE CRADLE TO SPRINGLINE OF PIPEO.D. + 6" EACH SIDE DOWNSPOUT COLLECTOR/BOOT DETAIL NO SCALE SAND BACKFILL: TO 12" ABOVE PIPE IN GRASS AREAS OR TO BOTTOM OF SUBBASE UNDER PAVEMENT PVC-DOWNSPOUT TO PIPE TRANSITION CUT FLUSH WITH GRADE NO SCALE TYPICAL FIRE HYDRANT THRUST BLOCK TIE-RODS 8"x6" REDUCER MECHANICAL JOINTS HYDRANT - 3 PC. VALVE BOX - SPOOL PIECE SET MARK AT 6" ABOVE FINISH GRADE 2' x 2' x 6" CONC. COLLAR W/ 1" CROWN EJIW 5BR EJIW 6860 VALVE GRASS AREA DOME GRATE