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SEWER LEGEND - LET .. N
s NEW 8" SEWER MAIN PER ISPWC AND T E
MERIDIAN SECTION 500. - - - - - - I O TOP- r$'�r% 10 I O i p 1\ v i l O i O - \ \ O
ss- EXISTING 8" SEWER MAIN -a PI - a PI \ �� - \ AID-_ _ � \I d/ � � / �� /\ / _ � - 1 a \\\ s � �
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NEW 4 SEWER SERVICE TYPE "D' PER -a
BLOCK 1 I I I _ _ -i Id
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ISPWC SD-511 AND MERIDIAN SW3
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• 48" DIAMETER SEWER MANHOLE ll .,a I 19c�R \\ \ 0' 60' w �
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PER ISPWC SD-501. 2 ll I 20' UTILITY EASEMENT O \
O EXISTING 48" DIAMETER SEWER MANHOLE ll I 20 I 00 17 16 d \�� z
o f � � SCALE 1" = 30' J
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4" SEWER SERVICE LABEL d \ _
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STA: = SEWER MAIN STATIONING f9LF 8" C-900 BLOCK 1 0
WATER MAIN
STA:-6+T2 43.0' L OR R = LENGTH OF 4" Q a
- 43.0 L SERVICE LEFT OR RIGHT OF MAIN LINE. a
2 t10LF 8" C-900
INV. 27.48 w I ` � f147LF 8" C-900 WATER MAIN \� \ \ CIA
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INV 27.48 = 4" SEWER SERVICE DEPTH CC I S�tij WATER MAIN
10 FEET BEHIND PROPERTY LINE. L -a �(, •� t144LF 8" C-900 f47LF 8" C-900 WATER KEYNOTES
SERVICE LINES HAVE A MINIMUM 2% z a �7 WATER MAIN ��� 3 • / Q Z
GRADE TO THE PROPERTY LINE. S� +LL] o I+ + o WATER MAIN f d r 1
CD
- > ? > a POTABLE/NONPOTABLE PIPE CROSSING.
FL z,,,o t6LF 8" C-900 � cn Z cn z v i z 1 rr nn
�� w �� \ • • to SEE WATER/SEWER NOTES 2&3 ON COVER SHEET C1.0 V u
NI 4 \ WATER MAIN l l l
2 \ t84LF 8" C-900 1 I SSMSTA:H2+69.30 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN z
WATER METER LEGEND = 0 a I \ WATER MAIN I I I 5 M < WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8, CD
` w + ,J SD-W9 AND SD-W15. U
3/4" DOUBLE METER SERVICE PER CITY OF 22 6 1 Qj�• INSTALL: W
\ MERIDIAN STANDARD DRAWINGS W-1 AND W-2. I y x7 M �\ 1 - 8"x6" TEE (MJxFLG)
INSTALL 1" SERVICE FROM WATER MAIN. z 9 1 0 1 CDW. MEADOWPINE CT. \ /` O 1 - 6" GATE VALVE (FLGxMJ) W � O 0
90° 1 C6 0 1 �- - - f 17 LF 6' C-900 Q
3/4" SINGLE METER SERVICE PER CITY OF - 23 1 1
dl MERIDIAN STANDARD DRAWINGS W-1 AND W-2. s 5 4+ 0 s s o"Osm s \ INSTALL: O cn
INSTALL 1" SERVICE LINE FROM WATER MAIN. X SSMH 9 1 1 3+0 15g, (�� 1 - 8" 90' BEND
LL_I STA: 5+90.00 J O4 1 - 8 8"x6" REDUCER (ALL FLG) L O m
1 - 6" GATE VALVE (FLGxMJ) W Q
CENTER OF WATER METER TO BE 2' BEHIND I 1 1 SSMH 8 t17 LF 6" C-900
Q
BACK OF SIDEWALK (TYPICAL). 5 � 1 1 STA: 4+87.59 I � � I
NOTE: T mT 1 } O5 INSTALL 8" 22.50' BEND WITH THRUST BLOCK. W
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS ( ��v J I+ o J °'� J J o
AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. CO o�q'� �I `� �I �,E, owl M of I"''n�I Imo' �I IN,n�I
N�� N N z N z L > N> Lq r; O INSTALL 8" 90' BEND WITH THRUST BLOCK. W
2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL I __/ J J v J v NJ N N NJ
OTHER WATER LINES NEED 4' OF COVER. \� cn
IO7 INSTALL 8" 45' BEND WITH THRUST BLOCK. O 0 O I
INSTALL f721-F OF 16" INSULATED STEEL SLEEVE FOR 8" WATER MAIN AS
O25' MIN. SEPARATION OF 8" WATER MAIN AND SEEPAGE BED #3 CANNOT
a BE ACHIEVED.
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24 25 26 27 28 29 30 31 32
4 PI 4 PI -¢ O 8" MAIN LOCATED IN 16" SLEEVE SHALL HAVE JOINT RESTRAINTS.
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BLOCK 1 10 SEE GRAVITY IRRIGATION PLAN FOR 8" WATER MAIN CROSSING.
HOT TAP EXISTING 12" WATER MAIN WITH 12"x8" TAPPING
11 SADDLE & INSTALL 1 - 8" GATE VALVE WITH THRUST
LINE B PROFILE BLOCKS. COORDINATE HOT TAP WITH CITY OF MERIDIAN. LLJ
5+90 5+00 4+00 3+00 2+69
LL-
O
VERTICAL SCALE cl:�
SE=W� l
S W
UTILITY NOTES INSTALL f26LF O LINE B STATION:
SCALE 1" = 3' 4+87.59. INSTALL . 4" INVERT AT CLEANOUT
2550.02' Z
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN 2560 2560 Q
SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER
METERS. SEE MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR
REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF
METERS OR FIRE HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM EXISTING GROUND _ - -
COVER. ALL OTHER MAINS TO HAVE 4 FT OF MINIMUM COVER. - - - - - - - - - - - - - - -
2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS
THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD
DRAWING SD-403. MEGALUGS MAY BE USED IN LUE OF THRUST BLOCKS AT THE
APPROVAL OF THE CITY OF MERIDIAN.
FINISHED GROUND o 0
3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. 2555 555
12" C-900
4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. STORM DRAIN x z I
0
o
90' BEND z Q
8" C_900 WATER MAIN `V
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cn CD
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55 98.41 LF 8" SEWER @ 0.62%
2550
Z � wz m N � o �
14.30 LF 8" SEWER @ 0.41%
W w o Q o w
CD 0
48"0 SSMH 9 CD m
5+90.00 LINE B-SWR V m
RIM 2555.7t T48"O SSMH 8 MLLJ
i
4" IN 2550.06-N 4+87.59 LINE B-SWR z �
RIM 2556.2t � v w
4" IN 2550.06-S 8" IN 2549.11-W 48" SSMH 7 0 LLJ Q - Cl
OUT 2549.72-E 2+6 .30 LINE B-SWR
4" IN 2549.45-N RIM 2558.7t
8" OUT 2549.01-E 8" IN 2548.14-W
2545 NOTE: 8" OUT 2548.04-SE 2545 C5S\0 NA L Fti
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 ED
/25
INSTALLED WITH NO SUMPS. F R CONSTRUCTI N
3. PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE sT �0
MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE.
TE OF��P
CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF
CONSTRUCTION.
2540 2540
5+90 5+00 4+00 3+00 2+69 SHEET
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