HomeMy WebLinkAboutConstruction Plans 4.2 LO
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WATER KEYNOTES Ln
N
0-4
0 30' 60' O1 INSTALL 8" 90° BEND WITH THRUST BLOCK
W E C'I
O POTABLE/NONPOTABLE PIPE CROSSING. O
SCALE 1" = 30' SEE WATER/SEWER NOTES 2&3 ON COVER SHEET C1.0
S CO
INSTALL: r z
O1 - 8"x6" TEE (MJxFLG) 0
1 - 6" GATE VALVE (FLGxMJ) Cn
t 11 LF 6" C-900 Q W
INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN w
O4 WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8, z
Y SD-W9 AND SD-W15. -
30 29 O 28 27 26 25 24 23 22 21 20 INSTALL:
� � � � m � � � � � � � � � � � � � � Ln
O 1 - 8" TEE (FLGxMJ) -
r' J A I 6 J n J IC I J 7 J J N N J CO J O J�.I I� J Imo.I
N N ±_ ci r+.,_ N +�_ ci _ rfi _ Mi ,;_ r-i ,;_ M _ _ 2 - 8" GATE VALVE (FLGxMJ)
I¢ ��I IQ � -I IQ ��I ±279 LF IQ ��I IQ ��I I ��I ��I fl60 LF 1 ��I f160 LF ��I �I
z z z z z "z z ¢ z ¢ z ¢ z
N 74 n �� �� 8" C-900 N �� N N v 8" C-900 v -J 8" C-900 N -J N -J 1 LOWER 8" J 0
q4 IJ IJ IJ O BETWEEN WATER RMAN &MAIN 6 SEWEFT R SERVICE OF ECROSS NGSW R TO ALLO 18" SEPARATION = =
U t t t t t t t t t / u) U O Q
1 11 1 I I I fTl 0
W 4 fi ::::: :: I I I I""I"'I O LOWER 8" WATER MAIN TO 6FT MAX OF COVER TO ALLOW (�
1 6 2 6 2 6 2 I 5 7 I I 2 6 / 8" WATER MAIN CROSSING UNDER 8" SEWER MAIN. z
LLJ
w w w w w
\ 2 W. LYRA ST. 0 I W. LYRA ST. l o / ��--��----�� _
�3S 6 -1-0
- - - - - - lah
r2 6 - n - - STA: -1 I 'L� LINE A 3+00 4+00 5+00 6+ LINE A 7+00 S s o S s � o >>p. SSMH 4 WATER METER LEGEND O
STA: 5+46.52SSMH 3 -6LINE A STA: 6+53.16 ^ mow/ U) C
SSMH 2 2 ` J 3 4" DOUBLE METER SERVICE PER CITY OF 0.
STA: 2+26.79 2 2 2 STA: 0+00.00 LINE B \ I MERIDIAN STANDARD DRAWINGS W-1 AND W-2. O Q
1 1 1 1 1 1 \ 1 I INSTALL 1" SERVICE FROM WATER MAIN. 0
A \ I LL
3/4" SINGLE METER SERVICE PER CITY OF w Q
\ MERIDIAN STANDARD DRAWINGS W-1 AND W-2. (�
m INSTALL 1" SERVICE LINE FROM WATER MAIN. W
N co O O c0 O N O O � O � O O
IN NI I"' -I I"' �I I� �I I� �I I- �'I J I� "�'I I� I
O Q N> Q �; Q CN Q �; Q �; Q �; Q �; Q CENTER OF WATER METER TO BE 2' BEHIND � Q
z 'z "'z "'z "'z "'z ro z "'z "'z BACK OF SIDEWALK (TYPICAL).
LO 47 48 49 50 51 0 52 53 N c/im O1 O2 U NOTE:
O O 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS
m 00 AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. W
SEES H E ET C4.3 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL W
OTHER WATER LINES NEED 4' OF COVER.
SEWER KEYNOTES
COAS
R SERVICE TO BE 4" C-900 TO CROSS WATER MAIN
EPARATION IS LESS THAN 18".
LINE A PROFILE W
2+00 3+00 4+00 5+00 6+00 7+00 Q �
W O
VERTICAL SCALE SEWER LEGEND z N
0 3' 6'
S NEW 8" SEWER MAIN PER ISPWC AND O
MERIDIAN SECTION 500.
L-LJ
SCALE 1 = 3 EXISTING 8" SEWER MAIN = N
2720 2720 NEW 4" SEWER SERVICE TYPE "D" PER W
ISPWC SD-511 AND MERIDIAN SW3
EXISTING GROUND - - 48" DIAMETER SEWER MANHOLE
- - - - - - - - - - - - - - PER ISPWC SD-501.
- _ - - - -
- - - - - - - - - - - - EXISTING 48" DIAMETER SEWER MANHOLE
4" SEWER SERVICE LABEL
FINISHED GROUND
2715 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STA: 6+82 2715 STA: = SEWER MAIN STATIONING
43.0' L OR R = LENGTH OF 4"
43.0 L SERVICE LEFT OR RIGHT OF MAIN LINE.
CN INV.. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH Ln
10 FEET BEHIND PROPERTY LINE. Q
N SERVICE LINES HAVE A MINIMUM 2%
8" WATER MAIN I GRADE TO THE PROPERTY LINE. z o �
CD
(BEHIND) 102.65 LF 8" EWER ® 0.62% L'�4 c"ll
~
315.73 LF 8" SEWER 0.41% BEHIND) W N LO m
�T g" WATER MAIN ( r.7 rn
8 WATER MAIN (BEHIND) 6 Z ocf) 00
��
2710 - 7 480 SSM"NE A-SWR 2710 UTILITY NOTES J o w
6 48"0 SSMH 3 5 RIM 2717.9f z w o
c�
5+46.52 LINE A-SWR 3 4" IN 2712.61-S W �' w � - o w
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION
6 3 0+00.00 LINE B-SWR O
1 4" IN 2712.61-NE FOR CORRECT LOCATION PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SEE M m o
RIM 2717.3f /
48"0 SSMH 2 8" OUT 2712.27-W MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE
2+26.79 LINE A-SWR 8" IN 2711.63-E PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE V m o m
RIM 2715.9t 8" IN 2711.63-S w
8" OUT 2711.53-W HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER z Y
8" IN 2710.25-E MAINS TO HAVE 4 FT OF MINIMUM COVER. 3: u w
4" IN 2710.59-S � = Q J �_
8" OUT 2710.15-NW 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT o v o LL- Cl
UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING
�ONA�
2705 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE 7 5 SD-403 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. 5S S T o'LC
)TO FACE OF MANHOLE.
4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE.
2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE 9412
INSTALLED WITH NO SUMPS.
11/07/23
3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE 61
MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. cl 'Ire of ioP �P
CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF
CONSTRUCTION.
2700 2700
2+00 3+00 4+00 5+00 6+00 7+00 SHEET
C4 . 2