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HomeMy WebLinkAboutC5.2_Sewer and Water NOTE: KEYNOTES V � � ° o � ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, 01 90' BEND (MJ) a - PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. o ■� ♦+ 7 ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR O 8" CROSS (FLG) _ _(D WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY2- 8" VALVES (MJxFLG) ■� OF MERIDIAN ISPWC SUPPLEMENTAL. - DA Z_ 1 ,� f I f 1- 8" ADAPTER (MJxFLG) L THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON - $®G e - ro T 1- 8"x6" REDUCER (FLG) Z MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS 8 WATER V N A 0_ _ r--- ---, I 1- 6" VALVE (MJxFLG) = Z CONSTRUCT 1231 LF� : � . � — � ®` '� SHALL - CONST. 14 LF 6" WATER MAIN ER MAIN _ _ _ - — — ----------- o— ---� - — — ---- —��— — --- -- --------------CONSTRUCT 243 LF i i t FIRE HYDRANT [MERIDIAN W8] a NOTE: a ° F -- 50 ° 50 sow 8" WATER MAIN a° a ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, -- - -- -- 4---- 4 4 0 HOT TAP EXISTING 12" WATER = Z w CONSTRUCTED PER ISPWC SD-501. l ` -- ii i ` MAIN. COORDINATE W/ CITY W ikv i OF MERIDIAN. � cn � i i i i i i u i i i l �` � i i i W THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED ---it-- I� i i y i I 1- 8" VALVE W w FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF STA:14+40.00 - L-=r=_�__*-=I*-=-i--Ji ` _ _ i 5 _____j1 11 1 1 `1 y___-___ i - 1- 12"x8" TAPPING SLEEVE Z w ----------- - -- ------------- _ MANHOLE. MATCH SHEET 5.3 T SSMH A10 4 5 1 5 4 POTABLE/NON-POTABLE MAIN ~ M 4 M M M M S. FALCONS' S LN. PRIM M/ w N W W W 1 W W W W w o O CROSSING. REFER TO WATER NOTE 2 Z a°i BENCH MARKS 6M TBM - - - - - - - - - - - - SEE COVER SHEET 1.054 W o TBM #1 - 2681.09 - EXISTING SEWER MANHOLE _ o o I 1 o o Lj w w s��s s stye s s1�s sus s s s�aTa i s� sus s = O POTABLE/NON-POTABLE SERVICE ui (SSMH Al) - LOCATED IN PUBLISHER ST. SEE SHEET 5.1. I _ I + � CROSSING. REFER TO WATER NOTE 3 r 5 1 I 1 - SEE COVER SHEET 1.0 V - w - -- --- ----------------------- �- -- --- --- ---�-- L -- I i�-- I�---I�---I�--- -I�I� � - it i i i i --i 4 i---�-- --------- --�---i�--�---�--i ,., r ------------------------------------ 1Q U TBM #2 - 2681.04 - EXISTING SEWER MANHOLE, LOCATED 15 L__ _J i i i i l _ ___J U) © TYPE 'P' SURFACE REPAIR PER ISPWC l I 5 Q SD-303. SOUTH OF ENTRANCE IN EAGLE RD. SEE SHEET 5.2. 1 -------_------ ---------------- ------- ---�---- i ---------- -------�---- lF --------- I — Z -------Z- - -4------ - - a o SSMH A11 5 ® ® 8" PVC 00.45� (fl sro �, 3 , ® /16/2023 13 --yy� 8" VC ®0.45% 8 2 FOF �Q) �/N S. CRP 3 T' CHECKED BY: DAVID A. BAILEY P.E. 0 0 0 D DRAWN BY: CONSTRUCT 170 LF ; ; n JBD 8" WATER MAIN SD ' 0 4 Y i i i i o i —_ -- _--_®_— Z I I O I I_© n . I I� m " ' I U • N 3 W 0 30 0 15 30 60 N o #2 SCALE IN FEET 0:: z 1"=30' W - W Z O � 268 2688 w cn QW Z 00 N 00 't Z00 00 268 0) Lo 00 rn 0) °' 2685 Lo 0; 0; co r ro 00 -� � NNc�o c�oN � 0)co (0co Q + 00O ! � 0) 0; (o Z = � coZZ Q + F, " D Z D 0 268 _ _ _ - 2682 j NNRzz W 267 EXISTI G GRADE ,� „ C_900 2679 12" c—goo STORM DRAIN STORM DRAIN o w W o 267 2676 Q OLo LILJ O � 267 � = 2673 z Z O) Q QU 267 . 57, ~ Q 2670 2 1 LF C—C 240 LF " PVC CEO. 5% W 24 LF C—C • � L.L O � 2667 o W 2667 W + 2 V , 14- N DATE: 266 2664 10-13-2023 Q U PROJECT: H N Q SEWER LINE A PROFILE C2021-027 HOR: 1 "=30' SHEET VER: 1 "=3' 26164 70 14 40 14 10 13 80 13 50 13 20 12 90 12 60 12 30 12 00 11 70 11 40 11 10 10 80 10 50 10 20 9+90 9+6�661 5o2