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HomeMy WebLinkAboutSanitary Sewer Plan and Profile pg 28., •m DATUM ELEV 895.00 SCALE: 1"=50' HOR. 1 " =5' VERT. CURB INLET TABLE SCALE: 1"= 50' \111111111 cT: No. i 19358 STATE OF �Q �• IONAL /// /111111\\•0`• * PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX ** INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE SCALE: 1"=50' HOR. SCALE: 1"=50' HOR. 1 " =5' VERT. 1"=5' VERT. STRUCTURES STRUCTURES ANGLE AND �� O NO LESS THAN 48" GREATER THAN QUALITY OF PIPES e� CURB CASTING PIPE FROM T/C TO 48" FROM T/C WILL REQUIRE STEPS CASTING *3501 TL SIZE INVERT TO INVERT SPECIAL DESIGN REQUIRED *R -3501 N & TR 12" to 18" 2'x2' /d n DESIGN APPROVAL No Yes Yes 18" or 21" ��w . MH /BOX DESIGN APPROVAL Yes Yes Yes 21" or 27" 2'x3'* DESIGN APPROVAL No No Yes 24" or DESIGN DESIGN F- LARGER APPROVAL APPROVAL No No Yes 24" or LARGER M ct MH /BOX DESIGN APPROVAL Yes ** Yes Yes * PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX ** INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE SCALE: 1"=50' HOR. SCALE: 1"=50' HOR. 1 " =5' VERT. 1"=5' VERT. m DATUM ELEV 895.00 SPECIAL NOTE: STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE: STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES SPECIAL NOTE: COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET, TO IMPROVE ACCESS. } m Z O W Y D' Q W CDF— Q N } o CD LL m m w 0 J N ^II oN N O 07 N W L� 1— 0 W U r � Q 0 Ln Z w 00 r_ 0 X z Q Q J V UJ w w i z_ O C� 00 Z ! w C' `" Z 0-) `n J V) 00 0 m Z z O Q U W � n r0 z �� O NO d M ro e� 4 4 W o� W 000 �O N O 6') ".4 N O N 00 LLJ (7) w0) O II 00 0)0 0) p0 11 /d n V W W NW r r- Il 11, w �W > ~ L'i ��w . Oil O§ zo0(n _O� W — Jo0ZZ0 Z z Z(n F- w ° U� cj> ? m [If Q'- W DOZZ M ct WW zZ U OZ LLJ Q U F __ U OF U— Q U • Z QI Wi W D cn PROPOSED GRADE FULL DEPTH GRANULAR BACKFILL EXISTING GRADE 780 35 L.F. 43 L.F. F 0.40% 2.37q 12 "R. C. P. 0.40% �C' 15 '.R. 15 "R.C.P. P N.P.= 900.00 m DATUM ELEV 895.00 SPECIAL NOTE: STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE: STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES SPECIAL NOTE: COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET, TO IMPROVE ACCESS. } m Z O W Y D' Q W CDF— Q N } o CD LL m m w 0 J N ^II oN N O 07 N W L� 1— 0 W U r � Q 0 Ln Z w 00 r_ 0 X z Q Q J V UJ w w i z_ O C� 00 Z ! w C' `" Z 0-) `n J V) 00 0 m Z z O Q U W Q z Q z LL- 0 e� - V W o� W Z �O Q U� � a- LLJ (7) QL W p0 /d n V W r^ L Of, L 0 F- J V/ Q U SHEET NO. 28 OF 37 SHEETS JOB NO. 42611