HomeMy WebLinkAboutC5.00 Water Plan REMOVE EXISTING S U M M E R W O OD SUBDIVISION City of Meridian Water Notes: ' W
BLOW-OFF AND \ ii ����� THE
W. DAPHNE STREET CONNECT TO EXISTING 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS
8-IN WATER MAIN IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA LAND
- - X - 71X�_'
58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN .
�" I 'PIRR 3"Ph "PI3"PI GENERAL CONSTRUCTION NOTE N0. 1, SHEET C1.00.
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- - �1 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE
_ _ d - - -- - - - - - - - WATER MAINS (SANITARY SEWER, STORM DRAIN,AND IRRIGATION) SHALL BE
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I A MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER
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JMAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN
�O N / a ac (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE
QPQ. I _ a � a CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES
o G ��� g w "' FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02
1 11 N 0 M� 10 Q w1 OF THE WASTEWATER RULES (IDAPA 58.01.16).
11433 S.F. 2 �P`'� 69�7 S.F. :°
0.26 AC. 0.16 -C 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE
- - - _ _ 9 '� WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)
� 12785 S.F.
0.29 AC. FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND
NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18)
INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN
N I I C900 45°8"ELBOW ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC
/ / 6-IN -_ g x 6"REDUCER DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE
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W/THRUST BLOCK I WASTEWATER RULES (IDAPA 58.01.16).
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4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE
WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT
CL 1 W2 \ FACILITY(I.E. PAVERS).
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I � � 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS W2
I I 3� WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION.
IF WATER SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL
12 I I COORDINATE WITH THE PUBLIC WORKS INSPECTOR.
w 1 8000 S.F. � I C/) i I
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0.18AC. \ °° i C, Sheet Notes:
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_X_ O° I I \ I W2 8 " 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB&GUTTER,WATER, STORM
/ 8000 S.F. DRAIN, CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO
W2 // 0.18 AC. CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO
I I NOT MATCH PLANS.
z 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
y� 0o I 1 \ APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT
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LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE
659 I I I AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH
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0.15 A I I I °O MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND
� 8000 S.F.
I� 1 13 I I ALL UNDERGROUND UTILITIES.
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0.18 AC. �
AND S NORMWATER I W W2 I �2 3. ALL ELBOWS AND TEES SHALL HAVE THRUST BLOCKS. O
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Ke notes: COD1 8000 S.F.
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16'COM PUBLIC 16'COM PUBLIC m 16'COM PUBLIC 0.18 AC. z W1 POTABLE WATER MAIN CROSSING-SEE WATER NOTE NO. 2 ON THIS SHEET.
UTILITIES EASEMENT UTILITIES EASEMENT
W V� z UTILITIES EASEMENT U)
o0 1 = W2 POTABLE/NON-POTABLE SERVICE CROSSING-SEE WATER NOTE NO. 3 ON
CID
1 I I �O° I J I - THIS SHEET. Q
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M m
eo `�' I I 1 � = W3 8"C900 CONDUIT FOR PRESSURE IRRIGATION, PLACE REBAR AT BOTHgo
z w I 8000 S.F. I `n ENDS FOR LOCATING PURPOSES. SEE PRESSURE IRRIGATION PLANS FOR
a LENGTHS.
w I 0.18 AC. 1
W2 I w W4 2-IN WATER METER PER CITY OF MERIDIAN DETAIL W4 FOR SECONDARY
71 1 IRRIGATION SOURCE. SEE SHEET C6.01 FOR CONTINUATION AND BACKFLOW
CA
w 7 I I I 1 W2 1 °C I 6 PREVENTION REQUIREMENTS.
a w I I I i 8000 S.F.
CD 1 s I I I 0.18 AC.
Legend:
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_ ® GATE VALVE
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1 IL a 8435 S.F.
w 0.19 AC. i W2 I - FIRE HYDRANT PER CITY OF MERIDIAN DETAIL W8
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w CO J I I THRUST BLOCK PER ISPWC SD-403
SAN
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/ oo \ C� 3/4"WATER SERVICE PER CITY OF MERIDIAN DETAIL W1 = Q
5
9168 S.F. 3/4"DOUBLE WATER SERVICE PER CITY OF MERIDIAN DETAIL W3 � cc
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W1 V VV 90°8"ELBOW 0.21 AC. Z cfl
W/THRUST BLOCK ° 3� w EXISTING WATER MAIN UJ J M
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2- ATE VALVE FL xM 8 G S ( G J) gW 81111 8 � ..
W/THRUST BLOCK ; - 188-LF 8-IN C900 - o ' OW EXISTING WATER MANHOLE & Q
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Project No.: 121130
- OHP OHP -x -X OHP OHP nupp Date of Issuance: 05.08.2025
Project Milestone: CONSTRUCTION DOCUMENTS
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CONNECT TO EXISTING 8-IN WATER 0.41 AC. W-�
MAIN. INSTALL 8"TAPPING SLEEVE - - Water Plan
AND 8"TAPPING GATE VALVE. W. McMILLAN ROAD
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Water Plan 0 30' 60'
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Horizontal Scale: 1" = 30'