HomeMy WebLinkAboutW-420007nI AAI
O
O
N
LU
VJ
I—
Z
LU
G
rr
^a
n
a
0
LU
�r_
VJ
LU
a
CJ
LL
BUILDING
NG
-DA OR RPDA
1350.3 OR 360.4
M
�R MAIN
(1) TEE (FLxFL)
(3) GATE VALVES (FLxMJ)
WITH CONCRETE BLOCKING
NOTES:
1. FIRE SPRINKLER SYSTEM SHALL BE LOCATED ON DEDICATED FIRE SERVICE SEPARATE FROM DOMESTIC SERVICE TO THE BUILDING.
2. PIV MUST BE LOCATED ON THE FIRE SERVICE BETWEEN THE ROW AND THE FDC.
3. FIRE MARSHAL SHALL APPROVE FDC AND/OR PIV LOCATION IF LESS THAN 50, FROM BUILDING.
4. THE DCDA OR RPDA MUST BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND
ANNUALLY THEREAFTER. ASSEMBLY TO BE MAINTAINED BY PROPERTY OWNER. A COPY OF THE TEST REPORT SHALL BE SENT TO THE CITY
OF RENTON WATER UTILITY CROSS CONNECTION CONTROL SPECIALIST, FAX 425-430-7241, EMAILMHOLTE@RENTONWA.GOV.
5. THE FDC AND PIV MAY BE LOCATED WITHIN THE VAULT WITH THE BACKFLOW ASSEMBLY PER STD PLAN 370.3.
PUBLIC WORKS
COMMERCIAL FIRE SPRINKLER SYSTEM APPROVED: STD. PLAN - 370.2
o -
DEPARTMENT 3„ TO 10„ DCDA OR RPDA
OUTSIDE INSTALLATION Ma,t Pas ha
Pubu, Work: Ad,i is m DATE
COMMERCIAL FIRE SPRINKLER
NOT TO SCALE
MATERIALS
OA
WALL FLANGE
OB
BLOCKING
OC
PIPE PENETRATION
OD
GRAVEL
PROFILE
24"
MIN
MIDSPAN PIPE RESTRAINT, EBAA IRON SERIES 110OSDB MEGALUG OR EQUAL, WRAP WITH POLYETHYLENE
ENCASEMENT PRIOR TO PLACEMENT OF CONCRETE BLOCKING
CONCRETE THRUST BLOCKING, CAST -IN -PLACE CONCRETE (MINIMUM 3,000 PSI), TO BE SIZED BY DESIGN
ENGINEER (MINIMUM 24"x24"x6i')
CORE DRILL (O.D. +2") VAULT IF KNOCKOUTS ARE NOT PROVIDED, SEAL PIPE PENETRATION WITH
WATER -TIGHT GROUT
FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS
STD. PLAN - 370.4
+ PUBLIC WORKS CONCRETE BLOCKING APPROVED:
DEPARTMENT ADJACENT TO VAULT
m t,m Pzs hz DATE
Public Works Adminl, ra
CONCRETE BLOCKING ADJACENT TO VAULT
NOT TO SCALE
.A .a a' a .,
r----- —T— ------
�16"�
ad
A I HINGE HINGE
Il ACCESS HATCH �I
(SEE NOTES 4 & 5)
I
a I I I
I
I
L — — — — — — — l — — — — — — — J
d a. A
PROFILE
FIRST STEP
8" TO 12" BELOW TOP OF COVER
CONCRETE MECHANICAL ANCHOR BOLT,
GALVANIZED OR STAINLESS STEEL (TYP.)
SIDE RAIL AND BRACKET
1Y2" x X" GALVANIZED STEEL (TYP.)
RUNG, NO. 8 DEFORMED REINFORCING
BAR CONFORMING TO ASTM A615
4" MIN PVC DRAIN
TO DAYLIGHT OR STORM DRAIN SYSTEM,
WIRE MESH RODENT SCREEN OVER DRAIN
in
J
NOTES:
1. VAULTS SHALL ONLY BE INSTALLED IN SHOULDERS, SIDEWALKS, OR LANDSCAPED AREAS. VAULTS SHALL NOT BE INSTALLED IN AREAS
WITH VEHICULAR TRAFFIC. VAULT COVER SHALL READ "WATER".
2. LADDER TO BE SECURED TO VAULT WALL AT THREE LOCATIONS: TOP, MIDDLE, AND BOTTOM.
3. ALL LADDER PARTS TO BE GALVANIZED CONFORMING TO ASTM A123.
4. ACCESS HATCH SHALL BE LOCKING ALUMINUM DOUBLE DOORS, LW PRODUCTS CO. MODEL HHD-1C OR HHD-2D AS REQUIRED, RATED
FOR H-30 LOADING WITH ASLIP RESISTANT TREATMENT AS FOLLOWS:
THERMION, SAFTRAX TH604 GRADE #2 MODERATE TEXTURE
- SLIPNOT, GRIP PLATE GRADE 2 (MEDIUM) STEEL
- HARSCO IKG, MEBAC#1
GRATING PACIFIC, ALGRIP SLIP -RESISTANT FLOOR PLATE
5. HATCHES SHALL INCLUDE RECESSED PADLOCK HASP SIZED FOR CITY OF RENTON WATER UTILITY PADLOCKS (CONTACT LW PRODUCTS).
6. LADDER -UP ATTACHMENT REQUIRED ON ALL VAULT LADDERS, BILCO LADDERUP TYPE LU-2.
STD. PLAN - 370.5
+ PUBLIC WORKS APPROVED:
DEPARTMENT VAULT LADDER
marcPzs hz DATE
Public Works Administrator
VAULT LADDER
NOT TO SCALE
!✓XST OP4j�
OF WAskjNCrrti
°i
Pjlll
��SSIONAL E��1
CiNlEngineers
■J— 001 ASI-001 CJ 9/27/22 DT S"''ED0 scALE
sbdu2lEgireers T.L. HORIZONTAL: NAD 1983/1991
— ` Lznds peA,c„Me 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED: PER SHEET
c°mm°°ilnaie°ders 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N.
mm L°°dS°N y°m 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN. J.N.
NQ19°°°m 005 AS —BUILT REVISIONS AA 03/26/24 TS CHECKED: ONE INCH DATUM
Know what's b@IOW. AT FULL SCALE
TACOMA • S EATTLE DT IF NOT ONE INCH
Ca I I before you dig. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL
N O. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206,267,2425 TEL
TESTING CONNECTION
POLYPIG STATION PER STD PLAN 300.6 -
(1) VERTICAL CROSS (MJxFL)
(1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
(1) BLIND FLANGE ON BOTTOM
(1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
WITH TEMPORARY THRUST BLOCKING
I� 10i±
EXISTING WATER MAIN I/ j j�� j % �/j 1,of ,
EXISTING TEE, CAP, PLUG, TEMPORARY BLOCKING
OR DEAD END LINE,
DO NOT DISTURB BLOCKING
FINAL CONNECTION
NEW DI WATER MAIN
UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING,
AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING
AND TEMPORARY BLOW -OFF ASSEMBLIES
FINAL CONNECTION (BY CITY FORCES)
(1) DI SPOOL
(1) DI SLEEVE (MJ)
NEW DI WATER MAIN
STD. PLAN - 300.4
PUBLIC WORKS CONNECTION TO WATER MAIN APPROVED:
DEPARTMENT EXISTING TEE OR END LINE CAP
+ P
nn lic ,,k, Az DATE
Public Works Administrator
CONNECTION REQUIREMENTS
NOT TO SCALE
RECORD NOTE 03/26/2024
THESE RECORD DRAWINGS HAVE BEEN
PREPARED BASED ON SURVEY INFORMATION
PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL
WILL BE RESPONSIBLE FOR THE DATA
PROVIDED BY THEM. THE THIRD -PARTY
SURVEYOR WILL BE RESPONSIBLE FOR THE
ACCURACY OF THE ACTUAL LOCATIONS IN THE
FIELD. THOSE RELYING ON THIS RECORD
DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY
BEFORE APPLYING IT FOR ANY PURPOSE.
CITY OF
[;%Rl RENTON
Planning/Building/Public Works Dept.
Ali
H
H
T
N
a
J
H
H
T
N
rr
0-
W-420007 I �
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7
WATERSHED APARTMENTS
CONSTRUCTION DRAFT SET
PUBLIC WATER DETAILS
LU
G
a
a
0
LU
=
U)
DATE:
03/28/2023
FIELDS",
PAGE
LU
�
DRAWING NO:
C6.60
a
SHEET: OF:
24 48