HomeMy WebLinkAboutW-426803SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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ALL MECHANICAL JOINT FITTINGS AND VALVES
SHALL HAVE MEGALUG RESTRAINT SERIES 1100
RESTRAINED (OR APPROVED EQUAL) AND
CONCRETE BLOCKING PER COR STANDARD PLANS
REFER TO SHEET C-6.1 FOR UTILITY CROSSINGS
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26+00
-15' WATER LINE EASEMENT
15 25+00
14 35
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VALVE TO BE CLOSED UNTIL o I 0 25+49
NEW WATER MAIN IS INSTALLED, _ _ -I 28+48
TESTED AND APPROVED cry N o 4 I aLf
27+00 :I 3 I I
E al LL AL
10
12" DI W 20+0U4---, W W
308-ZONE I
33 44
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PROPOSED 15' WATER LINE EASEMENT
28+00
36
16 I 25
24+00 I °° I
8 9 12
I 7 W +12��
- � 10.5' 196-ZONE
----------- _ _ 22+00
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WATER LINE EASEMENT I I 1
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COMPACT
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COMPACT
COMPACT
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COMPACT COMPtJ
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WATER PLAN NOTES
1. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, ABANDONMENT OF EXISTING
PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT
SUPPORT OF THE CONTRACTOR.
2. MAXIMUM ALLOWABLE DEFLECTION AT EACH JOINT SHALL NOT EXCEED ONE-HALF THE MANUFACTURE'S RECOMMENDED
PERMISSIBLE DEFLECTION.
3. CONTRACTOR SHALL FIELD VERIFY ALL CONNECTIONS TO EXISTING PIPES FOR PROPER FITTING AND DEPTH.
4. THE CONTRACTOR WILL PROVIDE AND INSTALL THE METER THAT IS LARGER THAN 2-INCHES
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5
CIVIL CONSTRUCTION PERMIT
COMMENTS
NAVIX
12.07.23
JET
SURVEYED:
Z.NALL
SCALE:
4
CIVIL CONSTRUCTION PERMIT
COMMENTS
NAVIX
10.20.23
JET
DESIGNED:
0
3
CIVIL CONSTRUCTION PERMIT
APPLICATION
NAVIX
06.02.23
JET
J.GREEN/D.RIDDLE
O
®
2
SITE PLAN REVIEW RESUBMITTAL
NAVIX
03.03.23
JET
DRAWN:
J.GREEN D.RIDDLE
Q
1
INITIAL SITE PLAN REVIEW SUBMITTAL
NAVIX
02.10.23
JET
CHECKED:
ONE INCH
J.TAFLIN J.GREEN
AT FULL SCALE
IF NOT ONE INCH
NO.
REVISION
BY
DATE
APPR
APPROVED: J. TAFLI N
SCALE ACCORDINGLY
LEGEND
PROPERTY LINE _
-W-W-W-W-W EX. 12" WATER MAIN 0 10 20 40
3
W WATER LINE
C-4.5 310.1
,i FIRE HYDRANT NSCALE: 1 inch = 20 ft.
C-4.3 2
FIRE DEPARTMENT CONNECTION
C-4.5
Q POST INDICATOR VALVE
STORM DRAIN LINE O
00
BEND/TEE WITH THRUST BLOCKING 330.1 330.2 5' MIN. N
330.7 C-4.3 C-4.4
N GATE VALVE O
C-4.4 WATER LINE
350.3 c�i
DDCVA DETECTOR DOUBLE CHECK VALVE ASSEMBLY 0.5' MIN. N
C-4.4, C-4.5 I 1
RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY 360.2 VWgTER/STORM SEPARATION
I�I PRESSURE REDUCING VALVE 340.E 370.4 1 C-4.5 N.T.S.
Z3204C-4.4C-4.5 C-4.5DOMESTIC WATER METER
WATER SCHEDULE
OCONNECT TO EXISTING 1s 72 LF 12" DI WATER MAIN 40 1 - 1" DCVA BACKFLOW ASSEMBLY 340.8
1 12" WATER MAIN PER STD. PLAN 340.2 STA: 22+32.27, 30.13' RT
CONNECT TO EXISTING
1 - 12" X 6" TEE (FLxFL) O 16 WATER MAIN WITH: Cfl
1 - 12" ADAPTOR (FLxMJ) 310.1 1s " co4.2 41
1 - 12 GATE VALVE (MJxFL) C-4.3 1 - 16 X 12 TEE (FL) 1 LF 1.5" PE IRR. O to
1 - 6 GATE VALVE (MJxFL) 340.2 2 - 16" BUTTERFLY VALVE (FLxMJ) 42 1.5"IRRIGATION POINT OF CONNECTION O
1 - 12 GATE VALVE FLxMJ
1 -FIRE HYDRANT ASSEMBLY (FLxMJ) O
21 LF 6" DI C-4.4 2 - 16" SLEEVES (MJ) O
43 3" PRESSURE RELIEF PIPE AND STAND PIPE OO
THRUST BLOCKING 1 - 12" SLEEVE (MJ)
STA: 20+04.49, 0.00' THRUST BLOCKING W/ APPROVED AIR GAP (SEE STD PLN 340.6), M
REFER TO STD. PLN. 300.3 FOR TO BE INSTALLED BY CITY FORCES. (y
O 53 LF 12" DI WATER MAIN TESTING/FINAL CONNECTION DETAILS AND ALL 44 1 - TEMPORARY 12" END CAP (MJ) Q
1 - 90. BEND (MJ) REQUIRED FITTINGS/APPURTENANCES. GATE 1 - TEMPORARY 2" BLOW -OFF ASSEMBLY 340.2
3 O VALVE TO BE NORMALLY OPEN. 1 - 12"-LONG BODY SLEEVE (MJ) THRUST BLOCKING STA: 23+24.41, 0.00' RT 12" DI SPOOLS LENGTH TO FIT
STA: 20+57.18, 0.63' RT FINAL CONNECTION TO NEW HYDRANT TEE TO 300.4
20 24 LF 4" DI O BE MADE BY CITY FORCES UPON COMPLETION 62 LF 12" DI WATER MAIN OF ALL CLEANING, TESTING AND DISINFECTION
4" DOMESTIC WATER METER WITH 320.4 676-WA VAULT OR APPROVED EQUAL OF NEW WATER MAIN PER STD PLAN 300.4.
O5 21
1 - CONCRETE VAULT (612-LA) WITH STA: 22+26.24, 28.04' RT
3 LOCKING STEEL COVERS (3-332P) O
AND 24" CONCRETE RISER EXTENSION 22 4 LF 4" DI
(612-2X), OR APPROVED EQUAL
4" REDUCED RBPA IN SAFE-T-COVER 360.2
2 - 12"x10" REDUCER (MJxMJ) L0
23 HOT BOX MODEL 300-AL OR to
2 - MIN. 3 LF 10" DI SPOOLS (FLxPE) C-4.5
FLANGED ENDS SHALL BE 6" AWAY APPROVED EQUAL M
1 STA: 22+26.19, 36.93' RT CDFROM INSIDE VAULT WALLS C)1 - DI COUPLING ADAPTER (MJxMJ) c-4.5 24 4 LF 4" DI O
2 - 10" DI WATER MAIN (PExPE)
N
2 - ADAPTOR (FLxMJ) 340.E 370.4 25 5 LF 12" DI" DI WATER MAIN N
STA: 21+29.83, 1.35' RT C-4.4 C-4.5 26 1 - 1" WATER SERVICE PER STD PLN 320.1
13 LF 1"TYPE K COPPER STUB W/ CAP 320.1 N"IX
O 16 LF 12" DI WATER MAIN STA: 22+51.08, 0.00' RT a
C-4.3 SITE I CIVIL
O1 - 90° BEND (MJ)
THRUST BLOCKING 27 22 LF 6" DI FIRE 11235 s.e. 6th street I suite 150
STA: 21 +57.64, 0.00' »
2s 6 DOUBLE DETECTOR CHECK bellevue, wa 98004
O 12 LF 12" DI" DI WATER MAIN ASSEMBLY WITH STANDPIPE OUTSIDE 350.3 t: 425.453.9501 1 f: 425-453-8208
56 LF 6" DI C-4.4, C-4.5 www.navixeng.com
O1 - 12 X 6 CROSS (MJxFL) STA: 22+17.09, 30.15 RT g•
9 310.1
1 - 12" GATE VALVE (MJxMJ) FIRE DEPARTMENT CONNECTION 2
2 - 6" GATE VALVE (MJxFL) C-4.3 29 STA: 21+30.55, 22.80' RT C-4.5
7 LF 6 DI STUB WITH CAP (NORTH) LI ZABET
1 - FIRE HYDRANT ASSEMBLY pF WAShrj
27 LF 6" DI (SOUTH) 30 2 LF 6" DI FIRE ��� T
THRUST BLOCKING 31 POST INDICATOR VALVE w
STA: 21+70.33, 0.01 LT STA: 22+17.09, 38.63 RT
10 32 4 LF 6" DI FIRE
,A 41872
PROTECT EXISTING WATER MAIN TO REMAIN. �o��,s�'GIsrER����,w
33 SEE NOTE 44 FOR TEMPORARY CAPPING s10NAL E�
11 EXISTING WATER MAIN ON WEST SIDE.
/2/07/ZQ23
EXISTING FIRE HYDRANT INSTALLED UNDER
34 TOPGOLF PROJECT TO BE REMOVED AND
RELOCATED WITH NEW HYDRANT TEE AND
VALVE
12 48 LF 12" DI WATER MAIN 35 6 LF 12" DI WATER MAIN
1 - 12" X 6" TEE (FLxFL) O 1 - 1" SADDLE TAP
1 - 12" GATE VALVE (MJxFL) 36 1" WATER SERVICE PER STD. PLN.320.1 320.1
13 1 - 12" ADAPTOR (FLxMJ) 1 - 1" GATE VALVE (THREADED)
1 - 6" GATE VALVE (MJxFL) STA: 22+32.16, 0.00' RT
THRUST BLOCKING 37 STA: 22+17.09, 0.01 LT 22 LF 1" TYPE K SOFT COPPER TUBING
14 10 LF 12" DI WATER MAIN 38 1 - 1" IRRIGATION METER 320.1
O STA: 22+32.23, 25.46' RT C-4.3
1 - 12" x 4" TEE (MJxFL)
15 1 - 4" GATE VALVE (FLxMJ) 320.4 39 1 LF 1" TYPE K SOFT COPPER TUBING IRR W-426803
STA: 22+26.32, 0.01' LT
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
16 13 LF 12" DI" DI WATER MAIN
1 - 12" GATE VALVE (MJxFL) WATER UTILITY DEVELOPMENT ENGINEERING
17 1 - 2 TAPPED REDUCING TEE (MJxFIPT) jchavez 12/20/2023 ' i 12/20/2023
1 - 2" GATE VALVE (THREADED) ya W
7 LF 2" TYPE K COPPER STUB W/ CAP Z
THRUST BLOCKING 320.3 z
STA: 22+46.33, 0.00' RT
C-4.3
Q
VERTICAL: NAVD 1988 DATE:
HORIZONTAL: NAD 1983/1991 WEST77 PARTNERS 12.07.2023
C I TY OF L I VAWAY HOTEL FIELDBOOK:
[;%Rl R E N TO N PAGEI
• PARK AVENUE NORTH DRAWING N0.
DATUM
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Planning/Building/Public Works Dept. RENTON , WA 98057 C-4.0 W
WATER PLAN SHEET: 22 OF. 41