HomeMy WebLinkAboutC5.3_Water and Sewer WATER METER LEGEND V g
(PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 KEYNOTES __ cmo
°' m
LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT `� C� N
& W6 0 11-1/4• BEND (MJ) ob rn
LINE WITH FIRE HYDRANT. 10 5 0 8"x8"x8" TEE (FLG) _ �..i' w
CID
3/4" DOUBLE METER SERVICE PER MERIDIAN W1. 1� \ 69 CONSTRUCi9 LF 2- 8" VALVES (MJxFLG) 'i Z ~
[3/4" METER SETTER, 3/4" METER, 1" PE LINE] 8" WATER AIN 1- 8" ADAPTER (MJxFLG) Z
3 CONST. 13 LF. 6" WATER MAIN
L -
3/4" SINGLE METER SERVICE PER MERIDIAN W1. __- _ � �_____ O
d [3/4" METER SETTER, 3/4" METER, 1" PE LINE] -
--,� I 8"x8"x6" TEE (MJxMJxFLG) �� a
SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD _ - - ___---- )
- - _----- 6" VALVE (MJxFLG)
SW-3. SSMH B1EX � � o
1 1 (q = - - L FIRE HYDRANT [MERIDIAN W81
NOTE: I Z
THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS r---------- ------ ® INSTALL 2" BLOWOFF ASSEMBLY PER W 1= Z)
AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. .74 I 6 I - - - - - MERIDIAN W13 [FUTURE WATER MAIN ►� yI U)
8'R L-- - __� 3 I EXTENSION] W w
N0�• I 5TI�2697.93 I I Z w
i I i i
ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, II i i 50 CONNECT TO EXISTING 8" WATER ■cc Z w
PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. I I CONSTRUCT 116 LF i i I I i VALVE. CONTRACTOR TO W a20
8 WATER MAIN I I I I I I FIELD-VERIFY LOCATION & � o
I I I ELEVATION OF EXISTING WATER J �ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR ^ I I I I 5 ui
WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY Li`TJ r4l. 15.0 MAIN.
OF MERIDIAN ISPWC SUPPLEMENTAL. i �\ 1 2 I V w
„ 115.5' 8 I 2 9
THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON I I 30 I I 31 I I 32 6 REMOVE EXISTING BLOCKOUT &
MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS i I I I I i i O CONNECT TO EXISTING SEWER
SHALL BE 4-FT. +62.99 I I I CONSTRUCT 248 LF I I
II " 50'R �__ _ _ I I I I MANHOLE. �)NAL F
NOTE: I 13 12698.46 ! CONSTRUCT 195 LF �S c,
3 I I I 8 WATER MAIN S N
I I I I I I 8 WATER MAIN 70 POTABLE/NON-POTABLE MAIN p� \�'ENSF 2t�`
ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, I I I I I I I I CROSSING. REFER TO WATER NOTE 2
CONSTRUCTED PER ISPWC SD-501. I - SEE COVER SHEET 1.0 10/23/2023
-- -- -__-�___________J = I 4+07.58 i i 4+87.08 I I I I
„ 3 =_ _ I 5+56.08 I I 6+31.08 INDEX MAP 202 8
THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED 8 PVC 00.45% I 4" 38'L I I 4" 38'L » >
--
I I I 4" 38'L 4" 38'L 1 -300 8 POTABLE/NON-POTABLE SERVICE N�� O
FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF = -= -- I El 2698.53 El 2697.92 I I I I - �
MANHOLE. - I L--_ _-- _ I I El 2697.59 I I El 2697.35 9 Q
-- CROSSING. REFER TO WATER NOTE 3
--- --------- J L- V
T- _ - -- r------ ------ L__--__-___ - SEE COVER SHEET 1.0 F \�
ii I o I t------ t------ O OF Q.
ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC 3 0 3 I I I 3 ti'q/y B. pv�G
SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. ii CONS
F7 , 1
*SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 i - " WATER MAIN 12
(SDR-21) PIPE. SEE WATER NOTE 3. w w�-w7-w
w w r w w I o CHECKED BY:
�r� O• i � I I w w ww DAVID A. BAILEY P.E.
iw DRAWN BY:
BENCH MARKS � TBMsass = o$ s �_ _ +CD
JBD
TBM #1 - 2703.50 - FOUND EXISTING SANITARY SEWER ' Ln s _
MANHOLE RIM - E OF BOUNDARY ON W MACUMBO ST. SEE
SHEET 5.2. I - - - - I I ase-e-O �(:)a5 5 gam_
TBM #2 - 2705.28 - FOUND EXISTING SANITARY SEWER CONSTRUCT 71 LF ---- I -- -------- - ----- �
MANHOLE RIM - S OF BOUNDARY ON S BLEACHFIELD AVE. P � r- ----o-----,------ _� �_____ _____________
___________
-I r-------
SEE SHEET 5.3. 6 WATER MAIN
3+29.08 iIII 3+55.45 iIIII iIIII 4+35.45 IIII III +15.45 iIII iIII 5+95.454" 61'R 4" 28'R 4" 28'R 5
El 2699.43 El 2698.88 4' 28'R 4" 28'R
El . El 2697.58 El 2697.22 IIIIIIII IIIIIIII
OCONSTRUCT 30 LF I SSMH B2 F
8" WATER MAIN 8 PVC @0.45% In
i i I I I
I I I I
I I I I I I I I I I I W
16 17 1 g 1 g i i 20 30 0 15 30 60 w Q
I I I I O O
SCALE IN FEET W o
1 I I I I I I I I I
"=3 0' 0:: Z
A
I I I I I I I I
W
0
N '
L z
0 0
Z
271 SMH 132 712 Z
00� TA:3+2908. z
O
� 0
IM:2706.45
00 1 NV IN:2692.03 4"SW 0 - W
w o 00 NV IN:2691.70 8"E„ 0 2 L
270 o - N V o 0 8 N U 2709 Z
m + 0 N H wr- <
\
= 04 C-4 0 LLI
N � :� > > Q 2
.J
V) 0
2706- _ - - -- -- - -- - - -- - _ � FINAL GRADE 2706 M71 I
EXISTING GRADE `-- --- ---- ---- ---- -- - - rn
- - - --- V /
2703c 2703 W
W
////777/1///77Z� ZZ27
:k:ZZZ:Z77 Q W
8" W 18" PE F PIPE J 0
2700- - 2700 ,J
0� > r
2697 697 W
0
0
W J
Z -
2694 694 �y
W LL
356 LF 8" VC 00.45% W r 1
(360 Ll. C-C) V V
1 5 LF 8" PV 00.45%
2691c - Lr' 2691 DATE:
Li 10-18-2023
SEWER LINE B ROFILE PROJECT:
PROJE
H R: 1 "= 0' 002
ER: 1 ' SHEET
II
268PTI 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90688
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