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HomeMy WebLinkAboutC5.2_Water and Sewer O U WATER METER LEGEND ;TBM #1 KEYNOTES = Cco (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 I a a) & W6) 1D 45' BEND (MJ) V o c: LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT LINE WITH FIRE HYDRANT. I O 8"x8"x8" TEE (FLG)FT �= Z C3 w 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. I 2- 8" VALVES (MJxFLG) L [3/4" METER SETTER, 3/4" METER, 1" PE LINE] 1- 8" ADAPTER (MJxFLG) � Z � 3/4" SINGLE METER SERVICE PER MERIDIAN W1. 3O CONST. 13 LF. 6" WATER MAIN = 5 [3/4" METER SETTER, 3/4" METER, 1" PE LINE] __ __ __ 4 8"x8"x6" TEE (MJxMJxFLG) a -- -- -- -- -� �- -- -- - -� �- -- -- -- -- �- -- �- - - -- - 6» VALVE (MJxFLG) SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD FIRE HYDRANT [MERIDIAN W8] = C3 N IRI? IR�IR IRP. IRP. IRP. Ift IRP. IRR IRR IRR IR IRP. IRP. IRP. IR IRP �f: �I' IRR IR I SW-3. ----- P�//��P PI PI PI PI PI PI PI PI PI PI PI PI PI PI-- P� P" - - -- PTRR --__-_-__ --_ _-_____ - - NOTE• - - - 1 r------- -I r------- ----------r r----------- ------ r----------------------- - -3 - W Z H _ _ _ _ I I 46 I I I �D THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS I I i ® REMOVE EXISTING BLOW-OFF :;1I L0 `4 AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. i i ASSEMBLY AND CONNECT TO 4) LLJ Z w i i i i i EXISTING 8" WATER MAIN. Of CONSTRUCT 116 LF NOTE: i i 3 i CONTRACTOR TO FIELD-VERIFY '� 73 (n Q0 i i i 8 WATER MAIN 3.5' LOCATION & ELEVATION OF M Z w co ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, i i i i i i i EXISTING WATER MAIN. W a 00 O PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. i i i i i i i U o ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR i i i i i 3 5O POTABLE/NON-POTABLE MAIN j � WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY i i CROSSING. REFER TO WATER NOTE 2 Q OF MERIDIAN ISPWC SUPPLEMENTAL. O N i i M i i i i i I - SEE COVER SHEET 1.0 w O O D , � THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON I I I I i © POTABLE/NON-POTABLE SERVICE MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS i i i i i i i i CONSTRUCT 28 LF Q O CROSSING. REFER TO WATER NOTE 3 SHALL BE 4-FT. i i CONSTRUCT 87 LF i 8" WATER MAIN SEE COVER SHEET 1.0 S�pNAL FN CONSTRUCT 240 LF I S G� 8 WATER MAIN i i i i I �`` �GENs�c 'LF. NOTE: , 8 WATER MAIN CONSTRUCT 6 LF o O 7O 20 LF 16" STEEL SLEEVE PER SW1, � � ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, I I i 8" WATER MAIN i SW2 & W15A/B. 10/23/2023 CONSTRUCTED PER ISPWC SD-501. i i INDEX MAP I I 9+65.20 i i 10+51.20 � � i i i _ 20218 i i i 11+25.20 11+94.20 1 =300 u' �o THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED 0 4" 38'L i i 4" 39'L i i i i 4" 38'L i i 3 _ FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF EI 2694.83 i i 4" 38'L Li El 2695.39 El 2695.87 i -= v TF �p MANHOLE. O W ----------- --J L----------- L-- El 2696.32 O O F P _ ---- --------- -------i-----------J L- ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC oo 2 I 3 I 3 SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. cf)Q = Ilk *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 Q I I I I CHECKED BY: W W W W I 1 DRAWN BY:DAVID A. BAILEY P.E. (SDR-21) PIPE. SEE WATER NOTE 3. W WSW W W W _I BENCH MARKS TBM - - o - - - ; - - _ _ �-- _ _ - S. ; BLEA CHFIEL r� I/E. W W sMH A5 JBD - T s s l s-+-s s o I 0 I + I_ k 0 s s 8 S T 5 s s TBM #1 - 2703.50 - FOUND EXISTING SANITARY SEWER -S S N MANHOLE RIM - E OF BOUNDARY ON W MACUMBO ST. SEE -3 I I I I j - - �' ��� i 30 0 15 30 60 SHEET 5.2. TBM #2 - 2705.28 - FOUND EXISTING SANITARY SEWER I I I I ,�� SCALE IN FEET MANHOLE RIM - S OF BOUNDARY ON S BLEACHFIELD AVE. ------ -------- I `n I I 1�� 3O' 3 F-------- -I F-- -----�-------- �---- - SEE SHEET 5.3. � i , � - � r-- --�-------- i 10+09.97 1 10+73.97 i 12+42.19 0 0�0 4" 28•R i 11+37.97 i i 12+01.97 4" 31'R i O O i I 4" 28'R 4' 28'R 4" 28'R i El 2694.92 i i El 2695.34 i Ell 2696.11 SSMH A4 i 3 00 0 El 2695.75 i i El 2696.17 i i Z o i i i JJ00 i 1 1 CONSTRUCT 14� LF 8 PVC ®0.65� I N O o, I I I I w 8 WATER iM IN 3 Q CD 0 i i i i i i i o w Lu Q 10 O O O N N 0 O O i 0 CEO i i i i i i i i i W O O i i Q:� z LI J 3.5' I i i i i I i i � � J N LL - - - - - - - - O 0 - o � P� P, 1 Z 2709- 2709 0� 0 z - W V) � Z � - 2706- 0) 2706 Q n "ItLL LO .A 0) - Z �j p O N Q Q + ON 0 LL 2703- p N � cVcy) N z 2703 m J � � COOp (0 O N + 0) N � W 2 + cDZ0 Ld > NHS >> 2700c (n (n � ZZ FINAL GRADE - - - -_ - - - - - - - 2700 W - - - - - - - - - - EXISTING GRADE �++ STA: 11+25.20 - - - - - 12" -900 I 2695.38 STA: 11+94. 0 STORM NV:DRAIN *4"1 O H20 IW. 2695.83 J 2697 2697 - STA: 10+51.20 IW. 2694.90 '^ STA: 9+65.20 *4"SS O H2O V Ift 2694.34116-1 2694� *4"SS O H2O-� _ 2694 W 0 W J Z - 269'-- 0 2691 W o W U o ui V) 268&- W uj 2688 110 T 8-2023 . . PROJECT: N SEWER LINE A R O F I L E C2023-002 V) HOR: 1 "= 0 -SHEET VER: 1 "_ ' 268 I I I I I I I I I I I I 885 +40 8+70 9+00 9+30 9+60 9+90 10�20 10�50 10 80 11 �10 1 1 �40 1 1 �70 12�00 12�30 12�60 12 25t2