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HomeMy WebLinkAboutC5.4_Water and Sewer WATER METER LEGEND = 9 o KEYNOTES co L (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 MENEM a c LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT 0 11-1/4' BEND (MJ) V o& W6 ° LINE WITH FIRE HYDRANT. 20 22-1/2' BEND (MJ) _ (3 w ■� Z 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. [3/4" METER SETTER, 3/4" METER, 1" PE LINE] Z 3/4" SINGLE METER SERVICE PER MERIDIAN W1. 30 8"x8"x 12 LF. 6" WATER MAIN Z x86" TEE (MJxMJxFLG)F _� d a [3/4" METER SETTER, 3/4' METER, 1" PE LINE] IRE HYDRANT [MERIDIAN W8] SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD N SW-3. i I j ® REMOVE EXISTING BLOW-OFF = Z I i i ASSEMBLY AND CONNECT TO W THE OF MERIDIAN REQUIRES THAT ALL WATER METERS i i i EXISTING 8" WATER MAIN. La U) AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. 33 I i 34 i i CONTRACTOR TO FIELD-VERIFY W w LOCATION & ELEVATION OF Z w NOTE: / I EXISTING WATER MAIN. ■� ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, I CONSTRUCT 47 LF 35 i/ it Z M PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. 8 WATER MAIN i O i i 50 POTABLE/NON-POTABLE MAIN W a 00 I i CROSSING. REFER TO WATER NOTE 2 J U) ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR CONSTRUCT 109 LF - SEE COVER SHEET 1.0 ui w WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY I I I i 8" WATER MAIN-,/ Q MENEM cc 7+06.08 i I 7+73.2g i 36 i� �' © POTABLE/NON-POTABLE SERVICE OF MERIDIAN ISPWC SUPPLEMENTAL. V w 4" 39'L I I 4" 38'L i i i CROSSING. REFER TO WATER NOTE 3 THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON El 2697.11 I i El 2696.69 i �' - SEE COVER SHEET 1.0 MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS --------t--------- ------ ____ 8+44.74 i i CONSTRUCT 11 LF o 4 43L 8" WATER MAIN i SHALL BE 4-FT. I 1 - L " ' i �' I J _ i i 70 20 LF 16" STEEL SLEEVE PER SW1, ANAL _ El 2696.34 i i / SW2 & W15A/B. - EllM117 ASS\ ENGj • I I _-?--- i i i /// pit ��C ENS�cO 'LF` ALL SEWERMANHOLES ARE TO BE 48" INNER DIAMETER, o I I j ���_ 9+05.89 �� Q� 10/23/2023 W W W I 4" 43'L 38 INDEX MAP 20218 CONSTRUCTED PER ISPWC SD-501. o -W -W 1 _ o w I I W '��_EI 2696.02 �' w NCON DR.1 SSMHI B4 W � \o THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED = I - I CONSTRUCT 3 LF 1 =300 r FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF + v� - O- T - MANHOLE. co 5�-s s -c�� _ �� 8" WATER MAIN v0 9TF OF F-s-i--em _ w� 3 CONSTRUCT 7 LFCO B. DUNG ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC I 164° s 8 WATER MAIN SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. w�\ �� s as O *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 I o o �� �� w w CHECKED BY: (SDR-21) PIPE. SEE WATER NOTE 3. I Jri o O s c N DAVID A. BAILEY P.E. 1-------- ----- ------- o o / �� DRAWN BY: --� r- ' +- 6+75.45 __ BENCH MARKS TBM 4" 2697.05 I i 4+ 28 R8 o os o s s s 159° �1?\�� 9+56.63 _-- JBD EI 2696.55 I I -�,\\ �� 4" 37'L _ TBM #1 - 2703.50 - FOUND EXISTING SANITARY SEWER I I 8+ 1 Ell 2695.86 MANHOLE RIM - E OF BOUNDARY ON W MACUMBO ST. SEE SHEET 5.2. i i i I 23R 8" \`\\����_ ° - -��\ \ __----- PVC 00.45% i i El 2695.94 --__--___-- TBM #2 - 2705.28 - FOUND EXISTING SANITARY SEWER ___------- MANHOLE RIM - S OF BOUNDARY ON S BLEACHFIELD AVE. I I SSMH B3 i 8" PVC 00.45% \\� SEE SHEET 5.3. I I I I I i CONSTRUCT 33 LF 21 i i 22 i I 23 SSMH 651 I2 I 8" WATER MAIN I I I I 10.0'I- 8" PVC 00.67% i 1 o N 3 I o I 11 -- 10+10.90 39 I - --i 4" 43'L cn Ell2696.30 0 SSMH B6 I CONSTRUCT 70 LF w N o i 8" WATER MAIN o, � 3 7 I w o P� -----------------------P�----- P�-J _ I ------ z P P - -- - =1RR_- IRR__ IRR, -- IRR __ IR w 27D 57' Li INV E=2]01. 1x- I 1,a NV EHW_2699.13' I 30 0 15 30 60 IN INV s-2,ao I.� SCALE IN FEET 1„=30' LL Z 0 0 M2 Z 271 2712 Z O 0V 0 z O z - W O = w 00 ``' 00 70 2 Cfl a04 Z 270 U 0 co w KO 1 00 2709 Q Ld � I'M0 0M � c0 0 � uj O a . . cc w . 00 (0 N � P) O cq Q L = 0 00 � �m Nj � m + ON F- co ..I pri N ZZZ �= � c0 mN N � M� = � ? O = NO Lo N � = 1N+ � mp I� Nz0 + I- zz 270 N 2706 WH � > >> > NN z J z FINAL GRADE (n (n ? z (n V) - Z Z W - - - - - - --- - - - - - - - - - - - -- - - - -- --�- - - - 7 270 -- - - - =2703 12" C-900 EXISTING GRAD 11 " C-900 W STORM DRAIN STO�M DRAIN Q 2700-- PIPE - =2700 J R MAIN cV > > 1 V 2697 2697 W 0 00.67 LiJ LF 8 PVC Z 158 LF 8" PVC 00.45% (54 LF C-C) 269 10 ( - ) 2694 W (105 LF C C W U � cn 269 2691 DATE: 10-18-2023 SEWER LINE B PRO IEE PROJECT: C2023-002 HOR: 1 "=30' -SHEET VER: 11 "=3'� 26 268 +30 6+60 6+190 7+20 7+50 7+80 8+110 8+4400 8+70 9+100 9+�30 9+60 9+190 10�20 10t5088 5t4