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HomeMy WebLinkAboutSD-270-1-4CpT <,63,. 42 . <.; I 3� :t 3 0 6g 00 N/ 20 r 0 9ip�MIHp00`4 gseAl �N MT ` S / g 8cb, �� �98q, 4 8g. `S sj s, •�S �c� F <0 lox NOTE: ALL HEADWALLS TO HAVE CONCRETE OR STONE RIPRAP APRON. I °CEMENT MORTAR CAP �-I2,- FRONT ELEVATION TYPICAL HEADWALL (NO SCALE) a� _s U' 0 <00- O s <0 , �3sgi L= 150.00' cor' a4 OD N 0 J A�l %P 2 ,, •d� Oa �'� a'� Zy $ 4• � ca o3� -gip , V Its 0.00 `O\ \ NOTE: SEE SHEET 3 OF 6 FOR GENERAL NOTES. a o O 0. O J � I tfi I - v a 0 r� I C �4 -6'� � p I2$1 4' -O 4'y3, 24" g O I FRONT ELEVATION SECTION C -C E L'EV D -D TYPICAL HEADWALL FOR 36" PIPE (NO SCALE) CAST IRON FRAME &COVER — CnNG. RI t7CK MnRTARFO JOINTR m SUBDIVISION (REVISED 5!14175)! 302 -8 (REVISED 6/11175) r. •ar � VARIES p .. P E a. e > ° v.'i , .'end.. • °mac p o ° TYPICAL DRAIN MANHOLE (NO SCALE) (MAXIMUM - 30 "PIPE) SUBDIVISION (REVISED 5!14175)! 302 -8 (REVISED 6/11175) r.