HomeMy WebLinkAboutConstruction Plans 11 .�.. i,• EP �GAs� GAS GAS Ep, . ...
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UTILITY NOTES .��.:.:' 9 T Id 9 Id 91
• . Id Id 9
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN _ Id 9 Id 9 I Id 9 t51 LF 0 30' 60'
SPECIFICATION FOR CORRECT LOCATION PLACEMENT OF FIRE HYDRANTS AND WATER Id
9
Id 9
METERS. SEE MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR Id - Id 9
t28 LF
REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF 1 8" C-900 5..:•:. " LF
METERS OR FIRE HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM 8" C-900 SCALE 1" - 30'
COVER. ALL OTHER MAINS TO HAVE 4 FT OF MINIMUM COVER. ±28 LF W
8" C-900 W
2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS 5 SSMH 4 _ - 2 SSMH 5
5 t89 LF O THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD ,` nJ 4 STA: 3+24.54 - � STA: 5+29.69 � � Z
DRAWING SD-403 G 4+00 LINE C 5+00 8" C-900 g "� c?J O_
O S S S \P• ���/ WATER KEYNOTES >
3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. / � 1 �2g. � C ��•% G W
4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. ��• 3 xp0 f �O CC
REMOVE TEMPORARY 2" BLOW-OFF ASSEMBLY & CONNECT
1 TO EXISTING 8" WATER MAIN @ EXISTING 8" GATE VALVE.
� s
i O
f 148 LF
i
ti
SAVE TEMPORARY 2" BLOW OFF ASSEMBLY FOR FUTURE USE.
O F
8" C-900 \ �F 9L
WATER METER LEGEND 2
POTABLE/NONPOTABLE PIPE CROSSING.
3/4" DOUBLE METER SERVICE PER CITY OF 2 \ `� 1' SEE WATER/SEWER NOTES 2&3 ON COVER SHEET C1.0
MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
INSTALL 1" SERVICE FROM WATER MAIN. \ '4 L`' 6 /2�
�S\ G d x f INSTALL: O
9 G \ oo g / 1 - 8"x6" TEE (MJxFLG)
3/4" SINGLE METER SERVICE PER CITY OF \ <LL6"�X \ \ \ 3
MERIDIAN STANDARD DRAWINGS W-1 AND W-2. Sd> 2 O j/ t23 LF �� ��j O 1 - 6" GATE VALVE (FLGxMJ)
d � (� \�o< O \ f \>� c9�> ��/ / 8" C 900 /Ox1 O f 11 LF 6" C-900 0 Q
INSTALL 1" SERVICE LINE FROM WATER MAIN. \ y V� \ �/ \ "moo •>�S/ �\F j,�,ti,\ 0
2 / 4 �L j INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN U)
CENTER OF WATER METER TO BE 2' BEHIND `! <\ ` /Lx�a ��j/ O4 WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8,
n f SD-W9 AND SD-W15.
BACK OF SIDEWALK (TYPICAL). \ \
.• 2 0
NOTE: 2 \ \�� �, �� \a / '•::•.• O5 INSTALL 8" 22.50• BEND WITH THRUST BLOCK
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS \ \ / 2
AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. 1 / 2 /xL
5� INSTALL:
2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL �, \ /sue C k�ti j O� 6 1 = 8" TEE (MJxFLG) O
OTHER WATER LINES NEED 4' OF COVER. \ \ , �l\ \ S c,\\ ���j // O 2 8" GATE VALVE (FLGxMJ)
EXIST. CLO #2 ��, s / �/ 2 f 1 - 8" FLGxMJ ADAPTER (�
STA: 3+93.59
0 SSMH 14 \ / ±112 LF W
/ k STA: 6+95.00 ::::.
0o xpO 2 / :::::•: 8" C-900/ O7 INSTALL 8" GATE VALVE.
SEWER LEGEND 5 \ \ s /s R.: 8 INSTALL TEMPORARY 2" BLOWOFF ASSEMBLY PER CITY OF (�
O MERIDIAN W13. RE-USE FROM KEYNOTE 1 IF POSSIBLE. W
NEW 8" SEWER MAIN PER ISPWC AND F 2
�• MERIDIAN SECTION 500. \\ 9GF I� Q
S / \ 78
ss EXISTING 8" SEWER MAIN
: .
SEWER KEYNOTES �
\ O NEW 4" SEWER SERVICE TYPE "D" PER
^ ISPWC SD-511 AND MERIDIAN SW3 \ .•.: � 9
REMOVE EXISTING 8" CLEANOUT & CONNECT TO EXISTING W
�V \�j • 48" DIAMETER SEWER MANHOLE \ ` \K � SEWER MAIN. CALCULATED 8" INVERT = 2707.62'
PER ISPWC SD-501. SSMH 6 O CONTRACTOR TO FIELD VERIFY ELEVATIONS BEFORE
7+68.95 2 CONSTRUCTION. IF DISCREPANCIES OCCUR CONTACT
P ENGINEER OF RECORD FOR REDESIGN.
EXISTING 48" DIAMETER SEWER MANHOLE
`-'
/ EXIST. 5 2 \ �\
STA: 2+52.59 PROVIDE KNOCKOUT FOR FUTURE 8" SEWER CONNECTION.
4" SEWER SERVICE LABEL O
STA: = SEWER MAIN STATIONING FUTURE 8" INVERT = 2710.55'
SSTA: 6+82 43.0' L OR R = LENGTH OF 4"
\ \ - 43.0' L SERVICE LEFT OR RIGHT OF MAIN LINE.
\ \ INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH
10 FEET BEHIND PROPERTY LINE. W
SERVICE LINES HAVE A MINIMUM 2%
GRADE TO THE PROPERTY LINE.
W
LINE C PROFILE
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 < 0
Q �
U �
VERTICAL SCALE
W
0 3' 6'
SCALE 1" = 3' w
L�jw �
Q
2720 w 2720 W
o LO
FINISHED GROUND z
EXISTING PHASE 3 w N L
FINISHED GROUND - - - - - - - - - - - - - - (V W
_ - - - - - - - - - - - - - - - - - - - 4„ PIRR
- - - - - - - -.- - - - I z EXISTING GROUND CROSSING
4" PIRR
8" PI SLEEVE z CROSSING 0
II
oo
(BEHIND) 3 co
8" PI SLEEVE 00
271I . . . II. 1 cn
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 . . . 3 . . . . . . . . . . . . . . . . . . . . . . . . 2715
cn
II
8" WATER MAIN ~ N o_
z
EXISTIN jo
G 8" WATER MAIN 8" WATER MAIN N
w rn
wCO Y
II W NET
z LLJ _�,
7 W � °Oco v
(BEHIND) 2 J �?.w■ a o N o U
V J [D }
II W
II Q - z � Qz � Y
CD
27101 I W wwo o C) oLn
235.26 LF 8" SEWER @ 0.40% 271 O
VCD
w m O o
1 201.16 LF 8" SEWER @ 0.40% J C9 =
48"0 SSMH 6 J m o c i
181.53 LF 8" SEWER @ 0•.48% LLJ
7+68.95 LINE C-SWR Q
RIM 2718.7f r , Q w W w
- 139.01 LF 8" SEWER @ 0.50% - - - - - - 48"0 SSMH 5 `J
_ _ _ 5+2 .69 LINE C-SWR 8" O 27105-S (KNOCKOUT) Q Q � Q
I- - - - - - - - 48"0 SS H 4 RIM 718.8t 8" OUT 2710.45-N r I�
LJ EXIST. CLO #2 3+24.5 LINE C-SWR 8" I 2709.50-S v
3+93.59 LINE B-SWR RIM 271 .9t 8" OJT 2709.40-NW z S\�NA F
RIM 2708.3f 8" IN 2 08.60-SE ^ ��5 �S T E Fo i
48"0 EXIST. MH 2 8" IN 2707.62-E 8" OUT 708.50-W v
2705 2+52.59 LINE B-SWR 8„ OUT 2707:62-W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2705
RIM 2717.4t NOTE: (D /�
8' IN 2706.92-E 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE 9 ^ 12
TO FACE OF MANHOLE. 0 06/16/23
2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE w C'STq 7'E of koP�o P
INSTALLED WITH NO SUMPS.
3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE O
MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. LL
w SHEET
CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF
2700 1CONSTRUCTION. 2700 00
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 C4 . 3