HomeMy WebLinkAboutConstruction Plans 4.3 BEFORE DIGGING, CALL DIGLINE AT 1 -800-342-1585
WATER KEYNOTES
W W O 1 - "N INSTALL:
(FLGxMJ)
0 30' 60' 0 30' 60' 2 - 8" GATE VALVE (FLGxMJ)
O LOWER 8" WATER MAIN TO 6FT MAX OF COVER TO ALLOW
SCALE 1" - 30' SCALE 1" - 30' 8" WATER MAIN CROSSING UNDER 8" SEWER MAIN.
- - z
0 0
3 POTABLE/NONPOTABLE PIPE CROSSING. �
SEE WATER/SEWER NOTES 2&3 ON COVER SHEET C1.0 cn
W
INSALL TEMPORARY 2"
SEE SHEET C 4.2 SEE SHEET C4. 4 O RE-USE FROM KEYNOTE 65OIFOFF POSSIBLE ASSEMBLY PER CITY OF MERIDIAN W13.
LL
II
3 �I N REMOVE TEMPORARY 2" BLOW-OFF ASSEMBLY & CONNECT
o O5 TO EXISTING 8" WATER MAIN @ EXISTING 8" GATE VALVE.
O co z SAVE TEMPORARY 2" BLOW-OFF ASSEMBLY FOR FUTURE USE. Ln
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w I O OJ O 3 INSTALL:
z a) o m ao n 1 - 8" TEE (ALL FLG) C)J N a EXISTING I I to_N to U, O 2 - 8" GATE VALVE (FLGxMJ)
t 134 LF ¢ ^ f 112 LF Q 1 - 8" FLGxMJ ADAPTER
8" C-900 ?� 8" C-900 n ?I 6 N3018 C-)PHASE 4
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U 1 SEWER KEYNOTES
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w 3 3 6 M
w S. BEAR-CLAW AVE. - - z O INSTALL 8" SEWER CLEANOUT #4 WITH TRAFFIC RATED LID PER Z
0
N nn w (� O ISPWC STANDARD SD-506A. (�
LL.I 0 0 LI � 1+00 1+15 1 EXISTING MH-1 iCD
s o STA: -0+00.00 -
S. AMETRINE AVE. Ln
/� SSMH 3
�/ / STA: 5+46.52 LINE A CLO-4 I -0 25 0 00 LINE C 1 0 1+ 61 SSMH 5 ^ 2 CONNECT NEW 8" SEWER MAIN TO EXISTING MANHOLE 1.
STA: 1+15.00 s S o STA: 1+25.61 LINE C O m O 8' INVERT = 2710.55' W
O STA: 0+00.00 LINE B 11 Ln STA: 0+00.00 LINE D
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O O 1 2 cn ^
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1
3 W
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SEWER LEGEND z
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LL
J Z _
J co 4tf N s NEW 8" SEWER MAIN PER ISPWC AND
� MERIDIAN SECTION 500. � 0
EXISTING 8" SEWER MAIN U W
- - - - - - - - - - - - - - NEW 4" SEWER SERVICE TYPE "D" PER W
4 I O ISPWC SD-511 AND MERIDIAN SW3
SEE SHEET C4. 4
SEE SHEET C 4.2 48" DIAMETER SEWER MANHOLE
PER ISPWC SD-501.
OEXISTING 48" DIAMETER SEWER MANHOLE
4" SEWER SERVICE LABEL
STA: = SEWER MAIN STATIONING
STA: 6+82 1 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.
SERVICE LINES HAVE A MINIMUM 2%
LINE B PROFILE LINE C PROFILE GRADE TO THE PROPERTY LINE. W
-0+25 0+00 1 +00 1 +50 -0+25 0+00 1 +00 1 +50
2730 2730 L�
WATER METER LEGEND m 0
VERTICAL SCALE VERTICAL SCALE �
3/4" DOUBLE METER SERVICE PER CITY OF W
0 3' 6' 0 3' 6' MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
INSTALL 1" SERVICE FROM WATER MAIN. o�`>
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SCALE 1" = 3' SCALE 1" = 3' I 3/4" SINGLE METER SERVICE PER CITY OF
d MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
INSTALL 1" SERVICE LINE FROM WATER MAIN.
2720 2720 2725 2725 L-Li Q
GROUND 6" PIRR CENTER OF WATER METER TO BE 2' BEHIND
[EXISTING - - CROSSING BACK OF SIDEWALK (TYPICAL). W
_ - - - - - - - - - NOTE:
II 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS
II � AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.
FINISHED GROUND Z 1 �/ EXISTING PHASE 4 "'
FINISHED GROUND w 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL
0o II = OTHER WATER LINES NEED 4 OF COVER.
2715 . �. 4 2715 2720 w EXISTING GROUND 2720
8" WATER MAIN
�
(BEHIND) (BEHIND)N - - - - - - - - - - - - �
UTILITY NOTES
N
FINISHED z /
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N C�
2 113.00 LF 8" SEWER 0.41% I I GROUND 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION co rn
1 I I FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SEE LV N Z �� m
MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE -� "' n
5 00
6 PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE z cf) CDwI
8"0 CLO-4 HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER J
2710 2710 2715 . I. .I . . . . . . . . . 2715 MAINS TO HAVE 4 FT OF MINIMUM COVER. (� a w N `" C }
RIM 2718.1t r c~ncJaw o "I
48"0 SSMH 3 L% % z Q z cn Y o
8" OUT 2712.09-N 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT L'i 11' o , u o m
5+46.52 LINE A-SWR '8" WATER MAIN (BEHIND) W
LLJ
0+00.00 LINE B-SWR UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING o
RIM 2717.3f I I SD-403 CD
M m o
8" IN 2711.63-E I I V � m
8" IN 2711.63-S 1 1 2 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. °�
8" OUT 2711.53-W I I = _
4 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. LLJ
Q w w w
- - - 121.62 LF 8" SEWER ® 0.41% = Q J
cil U 0 L- cil
2705 2705 2710 2710 \0NAL
NOTE: NOTE: cis S T Fti
1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE " 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE
480 SMH 5 o C�
TO FACE OF MANHOLE. 48 TO FACE OF MANHOLE.
48"0 EXISTING MH-1 0+25.6 LINE C-SWR
LINE D-SWR
2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE -0+00.00 LINE C-SWR RIM 8.1 t 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE 9412
INSTALLED WITH NO SUMPS. RIM 2718.7f INSTALLED WITH NO SUMPS.
8" IN 2710.55-S 8" IN 711.15-E
8" IN 711.15-W 11/07/23
3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE 8" OUT 2710.45-N 3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE 61 �°
MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. 8" OUT 2711.05-N MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. cl re of koP �P
CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF qp S• K1N��
CONSTRUCTION. CONSTRUCTION.
2700 2700 2705 2705
-0+25 0+00 1 +00 1 +50 -0+25 0+00 1 +00 1 +50 SHEET
C4 . 3