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HomeMy WebLinkAboutC5.1_Water and Sewer 1 , I I I I I I I I ♦♦++' o f KEYNOTES = c Oct � I 45- BEND (MJ) v CONSTRUCT 132 LF CONSTRUCT 308 LF„ ■� _ ~ 1 8 WATER MAIN I I I I I I 2O CONST. 13 LF. 6" WATER MAIN Z L I I I I I I 8 WATER MAIN I I I I 8%8%6' TEE (MJxMJxFLG) Z I I I I 6" VALVE (MJxFLG) Z �,\\\ 4+91.67 I I I I 7+32.70 I I FIRE HYDRANT MERIDIAN W8 = 1 1 5+67.61 1 1 [ ] 5 1 1 6+41.70 I I 4" 391E I I I I I I 1 1 8+05.70 * I I 4" 391E I I a 27 \ EI 2692.57 J I * ___ I I EI 2693.88 I 1 * O N ------4-38 L 1 1 4" 391E I I 1 1 + � REMOVE EXISTING BLOW-OFF ■� I I EI 2692.89 I I *EI 2693.20 I I * I I 4" 381E � o 4+67.86 J L_________ EI 2693.58 I I * ; ; EI 2694.15 ASSEMBLY AND CONNECT TO t--------- J L_ t -------- r-_--------_-- -- �_ __ EXISTING 8" WATER MAIN. w 1 4" 411E , �� I I - -----T-------- - CONTRACTOR TO FIELD-VERIFY W*EI 2692.49 �� I I 2 I I I I U) � LOCATION & ELEVATION OF cn EXISTING WATER MAIN. W w CONSTRUCT 67 LF \ ♦♦ %'� Wfiw W I W W I I I ILo Z 1 8" WATER MAIN ` ♦ I -�- W Wt-W W W W w 1 w W W--�-w W W I 0 ® REMOVE EXISTING BLOCK-OUT AND MENEM C3 cn � i S.. I B_LEA CHFI LD A �/E. "' I -~ W CONNECT TO EXISTING SEWER Z < 0, ♦♦ `� / I o - _ _ _ _ _ - I I I w MANHOLE. CONTRACTOR TO FIELD LLI o 04+36.33 / s s s-I- sTs� s o �- o� - - - I + VERIFY INVERT ELEVATION. J U) a 1 ♦ Lo S s + s T�s s s f-+ s s h--�s 00 w -1 1 O 4" 371E e I I oo I Q = CONTRACTOR TO FIELD VERIFY °_' *EI 2692.15 I I LOCATION, ELEVATION AND V l O O D SD - S D SD S �- I Q PROPER, WORKING CONDITION OF w / 5 SSMH A3 o - I I EXISTING SEWER SERVICE. ui I I TFT--� © POTABLE/NON-POTABLE MAIN �S�ONAL ENc/ 1 i l j i--------i--------� --------- --------- --------- ----- ---------- --------- --------i----- CROSSING. REFER TO WATER NOTE 2 ��� �GENSF 2F 1 p� 5+87.67 1 1 6+53.67 I I 7+23.67 1 1 7+93.67 1 I 8+60.29 _ r 1 1 SEE COVER SHEET 1.0 I I I I EI 2692.77 i i EI' 2693.05 i i 4" 29 R i i 4" 29'R Q EI 2693.63 I I EI 2693.91 INDEX MAP 7O POTABLE/NON-POTABLE SERVICE ` 8" PVC ®0.42% Q 1 I I I 1 EI 2693.34 ; � 4" 29'R 10/23/2023 SSMH A2 1 I I 1 1 1 1 CROSSING. REFER TO WATER NOTE 3 20218 r-------------- ---------i 1 I I 1 1 1 1 1 1 0� I 1" 300'= - SEE COVER SHEET 1.0 j P PVC ®0 8" .42% 1 I I I vO 9TF O F a I 1 al 1 �/ G I 3 0 ; 00 i ; i 1 i i qH B. 0 WATER METER LEGEND 1 3+85.50 I 1 1 I I I I I I (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 P7 4" 431E -3 1 *EI 2692.03 I ; 3+76.43 R ; 1 1 O 1 1 O O 1 1 & W6) CHECKED BY: I , 5 I I I O I I O I 1 1 I I LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT DAVID A. BAILEY P.E. - 4 24 O I I I 1 I 1 I I I I CONSTRUCT 152 LF i I I EI 2691.59 O i I i i ; i 1 LINE WITH FIRE HYDRANT. DRAWN BY. - I I a 1 8" WATER MAIN 1 3 1 i I ; ; I I i i 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. JBD [3/4" METER SETTER, 3/4" METER, 1" PE LINE] 3/4" SINGLE METER SERVICE PER MERIDIAN W1. a L-_---- 1 11 d OT _ _________� 1 - J �i [3/4" METER SETTER, 3/4" METER, 1" PE LINE] 1 SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD ------ ---- ---------- 1 I SW-3. 1 -- NOTE: a 1 ; 3.5' 1 EX. 8" PVC ®0.45% THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS 1 i AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. 1 W 3+12.4-30 NOTE: 0 21 0'� 10.0'1 z 4" 24'R 3+05.50 - --� ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, o 1 i 3 I EI 2691.30 O PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. I CV 4" 431 I *EI 2691.67 1 I 1 I - I ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR 3 3+0 i cn WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY o 1 i l I OF MERIDIAN ISPWC SUPPLEMENTAL. I L---- Li -------------- THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON w MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS (n o PI PI PI SHALL BE 4-FT. > W p ------ r- NOTE. � z ti P - - P, 30 0 15 30 60 ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, CONSTRUCTED PER ISPWC SD-501. W SCALE IN FEET THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED N , O FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF J q l 1 =30 MANHOLE. 0 11 I 3 I ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC LL SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. A ' V' O' ` l TA A v E �_------ *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 O o I_I`" W W W W W SDR-21 PIPE. SEE WATER NOTE 3. SSMH Al (EX) Z - - - - 3 BENCH MARKS TBM S S 5 5 S S 5 I I 2 TBM #1 - 2703.50 - FOUND EXISTING SANITARY SEWER MANHOLE RIM - E OF BOUNDARY ON W MACUMBO ST. SEE SHEET 5.2. � z TBM #2 - 2705.28 - FOUND EXISTING SANITARY SEWER Q1(v� 0 MANHOLE RIM - S OF BOUNDARY ON S BLEACHFIELD AVE. W 270 2706 SEE SHEET 5.3. / ^ Z - 2 i if � n z _ LL cn 00 00 Q 0 z o r*� C14 O I 270 w w 3 ^ °0 C i U)-2703 m J 2 2Z (/) pp pp ItcD N W 1* 00O � O Q0)I� NF- W 04 r- p I� � � 0 = 00NZ0 I� cD V , N H > > 00 p 0 O � .. Nc� (6c QI� � NH (n (n0_' ZZ 2700- w 0 a co ' D _ 't N Z O 2700 W O = 't N _ Z 0 FINAL GRADE � 00 (n - � » W < 0LoCD � a >> > (ncn � ? ? " Q aornN NN � z zz 12 C-900 = NNZ STORM DRAIN _ - - - - J > - - - - J 2697 (n (nERz - --- -- - - - - - - - - - - _ - - 2697 _ STA: 5+87.67 -- ---- - - - - - - - ---- ---- ---- --- - - - I I - - - --- INV: 2692.39 `r -- - 7 T *4"SS O H2O 4*S 0 SID 4 2694- I I EXISTING GRADE 2 69 4 W STA: 3+85.50 I 0 STA: 3+05.50 IW 2691.55 Ift 2691.19 *4 O H2O I �� // Li I *4"ss O H2o I LF 8" C C�0 42%' - IW' 2693.66 W2691I I_ - --------------- 4 O H2O CA•I c ----- 7+32 ao STA. s+oo.70 2691 - - -------- + srA: ------------------------------ ------ ---- -- - STA: 4+91.67 2 0LJ 6 IV: 2693.08 IV 2693.37270 ------------____ IV: 2692.07 IV: 9 . " : "SS O H2O-------------- *4s O H2O *4"SS O H2O *4-SS O H2p � _ Lo )u --- STA: 4+67.86 STA: 6+53.67 r.., U 36 LF 8" PVC ® % INV: U 2691.89 Ift 2692.72 + � � 2688� (40 LF C-C) *4"SS O H2O 4"Ss O SD W 2688 110 DATE:0 0 8-2023 SEWER LIN A PROFILE (= C20023-002 HOR: "=30' (n -SHEET 268 I I I I I IVER: I1 "=3' I I I I I I I I I I +80 685 2+10 240 2+70 3+00 3+30 340 3+90 +20 +50 +80 5+10 540 5+70 640 6+30 640 6+90 7+20 7+50 740 8+10 840 8+70 9+ 20 FC5ot-X