HomeMy WebLinkAbout5.3 SHEET SEWER AND WATER AND PROFILE V1SEWER LINE A
SEE SHEET 5.1
---" 17.0'
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SEWER LINE A
SEE SHEET 5.1
2550-
2547-
2544-
254'--
2538-
2535-
2532-
2529-
2526-
30 0 15 30 60
SCALE IN FEET
1 "=30'
CIWER
APPROVED FOR
CONSTRUCTION
These plans and/or specifications have been reviewed for
compliance with Meridian City Standards and Specifications.
This review does not relieve the owner, engineer, or contractor
of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements,
specifications, orders or approvals, all of which the City retains
the right to enforce. Inconsistencies not noted by City staff shall
not be construed as approved unless specifically addressed
in writing by the City. Any proposed revision to these plans must
be submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed.
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INV ELEV: 2530.80
ro
SEWER LINE C
SEE SHEET 5.4
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SEWER LINE C
SEE SHEET 5.4
/
KEYNOTES
01 CONSTRUCT 11 LF 6" WATER MAIN
8"x8"x6" TEE (MJxMJxFLG)
6" VAVLE
FIRE HYDRANT PER CITY OF MERIDIAN
SD-W8
O POTABLE/NON POTABLE MAIN CROSSING.
REFER TO WATER NOTE 2 - SEE COVER
SHEET 1.0.
03 POTABLE/NON POTABLE SERVICE
CROSSING. REFER TO WATER NOTE 3 -
SEE COVER SHEET 1.0.
® LOWER WATER MAIN THROUGH EX. 16" STEEL
SLEEVE ® 0.00% PER DETAIL SHEET 5.1.
(2) 5 LF SECTIONS 8" WATER MAIN
CONST. 22 LF 8" WATER MAIN (CENTER 20
LF SECTION UNDER GIRR CROSSING IN
SLEEVE).
(2) 45' BENDS (MJ)
EX. INVERT OF SLEEVE:2530.80
WATER METER LEGEND
(PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3
& W5)
LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT
LINE WITH FIRE HYDRANT.
3/4" DOUBLE METER SERVICE
WITH 3/4" METER SETTERS
3/4" SINGLE METER SERVICE
b WITH 3/4" METER SETTER
SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SO
SW-3.
THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS
AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.
ALNOT SEWER MANHOLES ARE TO BE 48" INNER DIAMETER,
CONSTRUCTED PER ISPWC SD-501.
THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED
FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF
MANHOLE.
ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC
SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE.
*SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS
200 (SDR-21) PIPE. SEE WATER NOTE 3.
BENCH MARKS 69TBM
TBM #1 - 2540.20 - RIM OF EXISTING SEWER MANHOLE
AT ELMSTONE AVE PRESENT IN JUMP CREEK SUBDIVISION
NO. 1. SEE SHEET 5.4.
TBM #2 - 2542.33 - RIM OF EXISTING IRRIGATION
MANHOLE PRESENT NORTH AT THE INTERSECTION OF
BLACK CAT AND MCMILLAN ROAD. SEE SHEET 5.5.
2550
2547
2544
2541
RCP GIRR
2538
2535
2532
2529
2526
SEWER LINE B PROFILE
HOR: 1 "30'
VER: 1 "=3'
I I I I I I I I I I I I I I I I I I I I I I I I I
252 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 23
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SHEET
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