HomeMy WebLinkAboutHRSM#3_C4.2-LINE A PLAN & PROFILE Lf)
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UTILITY NOTES N
SEWER LEGEND 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN (�
SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER
METERS. SEE MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR 0
s NEW 8" SEWER MAIN PER ISPWC AND REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF O
MERIDIAN SECTION 500. METERS OR FIRE HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM 00
COVER. ALL OTHER MAINS TO HAVE 4 FT OF MINIMUM COVER. un
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ss- EXISTING 8" SEWER MAIN Q
2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS
NEW 4" SEWER SERVICE TYPE "D" PER THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD cn
DRAWING SD-403. MEGALUGS MAY BE USED IN LUE OF THRUST BLOCKS AT THE Q W
ISPWC SD-511 AND MERIDIAN SW3 O O APPROVAL OF THE CITY OF MERIDIAN. 0 30' 60' w
• 48" DIAMETER SEWER MANHOLE 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. z
PER ISPWC SD-501.
� � 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. SCALE 1 = 30' J
OEXISTING 48" DIAMETER SEWER MANHOLE (D O
4" SEWER SERVICE LABEL
STA: = SEWER MAIN STATIONING ) o
43.0' L OR R = LENGTH OF 4"
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STA: 6+82 SEE SHEET C 4. 1 W� �J� + J 43.0' L SERVICE LEFT OR RIGHT OF MAIN LINE. I I ' 'I ILn WATER KEYNOTES Q _
INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH I Q N a N N z N
10 FEET BEHIND PROPERTY LINE. Lw w r-J / Ioil
SERVICE LINES HAVE A MINIMUM 2% Io 1 1 / / I POTABLE/NONPOTABLE PIPE CROSSING. OGRADE TO THE PROPERTY LINE. = I trr nncr I / SEE WATER/SEWER NOTES 2&3 ON COVER SHEET C1.0 V u�zIqs `90c'' ' I INSTALL TEMPORARY 4" BLOW-OFF ASSEMBLY PER (I�+ 1 s 5+00 LINE A6+00 - _39: r _ _ 7+00 y I I ` O ISPWC STANDARD DRAWING SD-405. v
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WATER METER LEGEND 2 - _ _ I b N. BILTMORE AVE. I - 1 S - - - - _ % �s o 65 i INSTALL: -
3 - -� - - _ _ 1 8" TEE (ALL FLG) 0 Q
1 I 1 1 0o_ 1 1 6 1 O 2 - 8" GATE VALVES (FLGxMJ) � 0
3/4" DOUBLE METER SERVICE PER CITY OF 2
\ MERIDIAN STANDARD DRAWINGS W-1 AND W-2. M M = _ ' % _ = M M I 7 1 - 8" FLG x MJ ADAPTOR �
ddd INSTALL 1" SERVICE FROM WATER MAIN. ' L.L
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INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN
3/4" SINGLE METER SERVICE PER CITY OF -- O4 WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8,
MERIDIAN STANDARD DRAWINGS W-1 AND W-2. I I Iu SD-W9 AND SD-W15. LL C) m
} II I t306LF 8" C-900 I I I ILI O Q
INSTALL 1" SERVICE LINE FROM WATER MAIN. f30LF 8" C-900 "' T T T WATER MAIN } + )t INSTALL:
WATER MAIN I _ t92LF 8" C-900 4 I 5 1 - 8"x6" TEE (MJxFLG)
c WATER MAIN 5 m o W
CENTER OF WATER METER TO BE 2' BEHIND Imo+ ��i + 1 - 6" GATE VALVE (FLGxMJ)
v? v, u �, _ n + Z I I f 17 LF 6" C-900
BACK OF SIDEWALK (TYPICAL). Q IQ 'I _ -II _ I 'I I �'Ln �G
cn > c~n �LI cn �GI _ �z_ Ire,, �Z I¢^
NOTE: ��GI ��LI s' / `o�_` I 6 INSTALL t75LF OF 16" INSULATED STEEL SLEEVE FOR 8" WATER MAIN.
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS I .00, / ` I O SLEEVE TO EXTEND MIN 5FT BEYOND EASEMENT IN EACH DIRECTION. W
AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.
I HOT TAP EXISTING 12" WATER MAIN WITH 12"x8" TAPPING c
2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL I � / � O
OTHER WATER LINES NEED 4' OF COVER. ®/ KENNEDY LATERAL / O \ O BLOCKS.C COORDINATE HOT TAP TWITH ALCITYWOF MERIDIAN. O
55' EASEMENT
^'I 3 8" MAIN LOCATED IN 16" SLEEVE SHALL HAVE JOINT RESTRAINTS.
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SEWER KEYNOTES
LINE A PROFILE O INSTALL f75LF OF 16" STEEL SLEEVE FOR 8" SEWER MAIN. W
VERTICAL SCALE
4+00 5+00 6+00 7+00 7+52 SLEEVE TO EXTEND MIN 5FT BEYOND EASEMENT IN EACH DIRECTION. I
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0 3' 6' INSTALL 8" CLEAN OUT PER CITY OF MERIDIAN STANDARD DRAWING S-1 O
O2 "TEE" TYPE CLEAN OUT FOR FUTURE CONNECTION. 8" SEWER INVERT
48" GIRR CROSSING CALCULATED AT 2547.95'. ENSURE TRAFFIC RATED LID.
SEE KENNEDY LATER PLANS SCALE 1" = 3'
FINISHED GROUND W
O3 8" MAIN LOCATED IN 16" SLEEVE SHALL HAVE JOINT RESTRAINTS.
- - - - - - - - - - - -
EXIS ING GROUND o 0 15" GRAVITY /
71 ZA IRRIGATION
12" STORM DRAIN CROSSING 7 CROSSING I / ♦sue 4" PIRR CROSSING IN
x z 1 / 8" STEEL SLEEVE.
8" C-g00 WATER MAIN
2555,I 555
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2550 2550 C� W
SEWER 0.81% Q _j N ~
344.46 LF 8" o
48"0 SSMH 4 z w z m N o j
7+51.65 LINE A-SWR W `' oz ¢ w
4 RIM 2560.1 t o 0
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4" IN 2551.04-E r2 00
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8" OUT 2550.70-S m o i
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48"0 SSMH 3 = Q J 13�_
4+03.20 LINE A-SWR
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RIM 2559.5f
2545 8" IN 2547.91-N 2545
8" IN 2547.91-S NOTE: C5 NA F�
8" OUT 2547.81-W 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE /_1 c%y
TO FACE OF MANHOLE. O �`
NOT
2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE a 06 26/25ED
INSTALLED WITH NO SUMPS. F R CONSTRUCTI N
3. PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE sT _o
MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE.
TE OF��P
CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF
CONSTRUCTION.
2540 2540
4+00 5+00 6+00 7+00 7+52 SHEET
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