C60 UTILITY PLANh
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UTILITY PLAN
NORTH SCALE: 1' = 30'
0 15 30 60 90 120
SCALE IN FEET
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26204
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11.00± IE
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$ IRR IRR IRR IRR IRR IRR -�
-- -- -- -- -- -- -- -- -- -- --:mmml
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I i 16f LF 8" HDPE
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15.10 GRATE
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v I 11.95 IE OUT $
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ATE:14.44 5 12.07 IE IN ° 4 3 11 4 5
✓ERT:12.27 4 11.97 IE OUT
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INVERT:12.97
GRATE:15.01 48t LF 8" HDPE
N INVERT:12.84 N
® S=0.5% N
3 28f LF 8" HDPE SQ 3
® S=0.5% 13
r----------------
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15.83 RIM
\ 16 r 15.85 RIM SEEPAGE BED 2 5f L ®8S ----0.5% i 16
SD SD SD SD SD ®®
cn 3 12.70 IE IN 12.70 IE IN -+ - cn 3
IE OUT------------------12.60 IE OUT_ 11 I
----------------- �
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\ m. ® S=0.5% 16t LF ®8S 05%----�--- ------
5
DESIGN ACCOUNTS FOR FUTURE
2+
3+
E-T 1 ®',.�77
DESIGN ACCOUNTS OR FUTURE
4+
CI ITI II7c
5+
------------
\-EXISTING GRADE
FINISHED GRADE
-- ---
SSMH 2 - --- -- --- -- --- --
STA:4+51.30_'j
STA:616.4 5
STA:2+47.30� ��� STA:2+64.55 6" FIRE SERVICE LINE
RIM:2616.41
2" DOMESTIC SERVICE LINE STA:4+68.55
6" FIRE SERVICE LINE
INV IN:2604.95 T PVC
261
SSMH 1
_ STA:0+77.85 2" DOMESTIC SERVICE LINE
INV OUT:2604.85 8" PVC - - - - - - -- - -
RIM:2614.77
INV IN:2603.16 8" PVC
INV OUT:2603.06 8" PVC
- - -
-STA:4+44.40
-
6„ IE:2604.87
STA:3+02.50 STA:4+39.90
STA:2+35.10
6" IE:2604.27 6„ IE:2604.85
A:2+33.99
107'f of 8" PVC @ 0.42%
260
-- 6��
STA:1 +60.60 -
-
STA:5+85.28
6" IE:2603.68 400't of 8» PVC @ 0.42
8" IE:2605.39'
57'f of 8 PVC @ 0.42%
21 't of 8" PVC ® 0.42%
260
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+
2 s
S PROFILE
SCALE: T=30' HORIZ, 1'=3' VERTICAL
6+.
6-'
I
15
m
5
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UTILITY NOTES:
A. FOR CITY OF MERIDIAN STANDARD NOTES SEE COO.
B. FOR GENERAL NOTES SEE COO.
C. UTILITY TRENCHING AND BACKFILLING SHALL BE IN ACCORDANCE WITH THE SOILS
REPORT AND LOCAL REQUIREMENTS, AND SHALL COMPLY WITH ALL LOCAL, STATE,
AND NATIONAL SAFETY STANDARDS.
D. EXISTING UTILITIES ARE SHOWN APPROXIMATELY AND FOR GENERAL INFORMATION
PURPOSES ONLY. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL
EXISTING UTILITIES.
E. WATER LINES SHALL BE INSTALLED WITH AT LEAST 4T COVER.
F. PLACE THRUST BLOCKS AT EACH ANGLED FITTING, TEE, CROSS, REDUCER, CAP,
PLUG AND VALVE IN ACCORDANCE WITH ISPWC STANDARD DRAWING SD-403.
G. MAINTAIN 24' MINIMUM HORIZONTAL SEPARATION BETWEEN TAPS.
H. BOTH DOMESTIC AND FIRE SERVICE LINES REQUIRE A BACKFLOW PREVENTION DEVICE
AT THE POINT OF ENTRY TO ANY BUILDING, PLUMBING AND FIRE PROTECTION PLANS
SHALL PROVIDE INFORMATION ON SPECIFIC DEVICE.
I. WATER VALVES, BLOW -OFFS, CLEANOUTS, AND MANHOLES SHALL BE PLACED SO AS
TO NOT CONFLICT WITH ANY CURB, GUTTER, SIDEWALK, OR OTHER REQUIRED
IMPROVEMENTS.
J. SEWER MAIN CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE
CITY OF MERIDIAN STANDARDS AND THE ISPWC.
K. ALL SANITARY SEWER MANHOLES PER ISPWC SD-501.
L. COORDINATE WITH OTHER DISCIPLINES FOR CONDUIT LOCATIONS.
O SHEET NOTES:
1. POTABLE AND NON -POTABLE MAIN/SERVICE OR SERVICE/SERVICE CROSSING PER
CITY OF MERIDIAN WATER NOTE #3.
2. T C900 CLASS 150 PVC WATER LINE, TYPICAL UNLESS OTHERWISE NOTED.
3. FIRE HYDRANT WITH 6" C-900 LATERAL PER CITY OF MERIDIAN STANDARD
DRAWING W8. INSTALL TxTx6" TEE, 6" GATE VALVE, THRUST BLOCK. INSTALL
8" GATE VALVE AND THRUST BLOCK ON MAIN LINE.
4. 2" WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W4.
COORDINATE EXACT LOCATION OF BUILDING CONNECTION WITH PLUMBING, IF FOR
FUTURE USE EXTEND MIN 5' BEYOND PAVING.
5. 6" FIRE SERVICE STUB. INSTALL/TEST/FLUSH PER NFPA 24, MIN 5' COVER.
INSTALL 8" MJ x 8" MJ x 6" FLG TEE, AND 6" FLG X MJ GATE VALVE.
INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING
W12 AT TERMINATION. COORDINATE EXACT LOCATION OF BUILDING CONNECTION
WITH PLUMBING, IF FOR FUTURE USE EXTEND MIN 5' BEYOND PAVING.
6. (1) 8" 11.25` ELL AND (1) THRUST BLOCK.
7. 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING W12.
8. REMOVE EXISTING BLOWOFF AND CONNECT TO EXTEND MAIN.
9. EXISTING FIRE HYDRANT TO REMAIN AND BE PROTECTED.
10. 30' WIDE PUBLIC UTILITY EASEMENT.
11. 6" SANITARY SEWER SERVICE PER ISPWC SD-511. TYPE 1 BEDDING WITH
CLASS A-1 BEDDING SYSTEM AS DEFINED IN THE ISPWC. ALL SEWER TRENCHES
SHALL BE BACKFILLED IN ACCORDANCE WITH THE TYPE A-1 BACKFILL
SPECIFICATIONS OF THE ISPWC. INSTALL STANDARD SERVICE MARKER PER CITY
OF MERIDIAN STANDARD DRAWING SW3. COORDINATE EXACT LOCATION OF
BUILDING CONNECTION WITH PLUMBING, IF FOR FUTURE USE EXTEND MIN 5'
BEYOND PAVING.
12. REMOVE EXISTING 'T'-TYPE CLEANOUT AND EXTEND MAIN AT SAME SLOPE AS
EXISTING STUB.
13. CLEAN OUT PER ISPWC SD-506.
14. CLEAN OUT PER ISPWC SD-506A.
15. 'T'-TYPE CLEANOUT PER CITY OF MERIDIAN STANDARD DRAWINGS S1.
16. 1000 GALLON SAND AND GREASE TRAP WITH 20" BAFFLE SPACING PER ISPWC
SD-624. GRATED LID WHERE SHOWN.
17. INLET CATCH BASIN TYPE I PER THE ACHD SUPPLEMENT TO THE ISPWC SD-601.
18. INLET CATCH BASIN TYPE III PER THE ACHD SUPPLEMENT TO THE ISPWC SD-603.
SEEPAGE BEDS
ALL BEDS CONSTRUCTED PER ACHD BMP 20
SEEPAGE
BED
LENGTH
(FT)
WIDTH
(FT)
ROCK DEPTH
(FT)
BOTTOM
OF ROCK
SEASONAL
HIGH GW
1
66
20
6.5
7.5
4.0
2
133
22
6.5
7.4
4.0
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PROJECT
DATE
20019.0
04-14-20
DRAWN
CHECKED
JTW
JTW
REVISED
SHEET TITLE
UTILITY
PLAN
SHEET
C60
ORIGINAL SHEET SIZE
24" x 36"