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CASTLEBROOK 40' 8 w
SUBDIVISION MISEL4' a¢ Z " '
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W. PINE AVE. J
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SEWER� LEGEND
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NEW 8" SEWER MAIN PER ISPWC AND O
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�\ p ( p / �, I ( i / \ \ MERIDIAN SECTION 500.
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BLOCK 1 II \ \ \ \ ___ \ \\ , I TOP _ — — — — — — — — — — — — _ NEW 4" SEWER SERVICE TYPE "D" PER v O
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1 BLOCK 2 V
O II � I II o 19 \\ � \\/p� � � _ =3oi _ _ _ _ _ } } ISPWC SD-511 AND MERIDIAN SW3 — W
BLOCKY
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K 1 J a II / 18 BLOC 1\ \ \\\\ ¢ EXISTING 48" DIAMETER SEWER MANHOLE (�
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~ \ \\ O J 4" SEWER SERVICE LABEL Q
3 14 ° I STA: = SEWER MAIN STATIONING ui Q
sw \Ad — — — — — — — O STA: 6+82 43.0' L OR R = LENGTH OF 4"
\ } } _ I - 43.0' L SERVICE LEFT OR RIGHT OF MAIN LINE. Q
Q I Q •t• cp\\ P s•' N Q INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH W
\ •f \ /d J z 10 FEET BEHIND PROPERTY LINE.
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W Q GRADIE TOITHE PROPERTYNE HA E NLWELLJ M 2% W
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a ® W. MEA OWPINE CT.
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W (,() M <I / I I \\ i� II \ �� X (n m WATER METER LEGEND
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\ \\ V)O \ 3/4" DOUBLE METER SERVICE PER CITY OF O I I \\ \ II W \ \p MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
= SEE SHEET C4.4 INSTALL 1" SERVICE FROM WATER MAIN.
3/4" SINGLE METER SERVICE PER CITY OF
I + + II \\ MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
u1Q — 13 Q3 — LWL_I INSTALL 1" SERVICE LINE FROM WATER MAIN.
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a ID CENTER OF WATER METER TO BE 2' BEHIND
a T- / BACK OF SIDEWALK (TYPICAL).
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•4 PI —4 PI 24 25 26 27 28 29 30 31 32 I zz — _ NOTE: Q
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS
v, C/) Q4 > _ I AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.
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.� BLOCK 1 33 z C ) — \\� 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL
Id Id I t I � d t' d � 41 PI f PI 4 PI 4 PI1 O O OTHER WATER LINES NEED 4' OF COVER.
BLOCK 1 I (— BLOCK 1 l N g
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37 36 35 34 I 11 W 10 Q9 Q8 Q7 Q6 5 I z
m - I UTILITY NOTES
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I LLJ z 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN
SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER
-(L I V) _ $ METERS. SEE MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR (�
a I S E E SHEET 04. 1 Q �I REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF Q
METERS OR FIRE HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM
O. COVER. ALL OTHER MAINS TO HAVE 4 FT OF MINIMUM COVER.
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I J t I I I ti I 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS
} <I I I { I THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD
M I DRAWING SD-403. MEGALUGS MAY BE USED IN LUE OF THRUST BLOCKS AT THE
w + APPROVAL OF THE CITY OF MERIDIAN.
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LINE A D I — O 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE.
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I LINE A } BLOCK 2 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. cn
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06/26/25
F R CONSTRUCTI N
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C4 . 0