HomeMy WebLinkAboutWTR2702165.9SECTION 18, TWP 23 N, RGE 5 E, W.M.
6,-8" No
m
20„
2'-7 1 /2" . [t
PLAN
24" CLEAR OPENING MANHOLE RING AND
COVER EQUAL TO INLAND FOUNDRY fflS
WITH SOLID LID EXCEPT FOR ONE 7 8
DIAMETER LIFT HOLE 8 1 /2" FROM CENTER
COVER SHALL HAVE WORDING "WATER".
PLASTER SMOOTH INSIDE AND
OUTSIDE FACING OF ADJUSTMENT
RINGS WITH GROUT I
ff r ff
6" MIN. ELEVATION
FILTER FABRIC
CONCRETE VAULT WITH 6'-8" x 4'-8" x 7'-0"
/- OUTSIDE DIMENSIONS. AASHTO H2O-44 DESIGN
LOADING. CONCRETE COMPRESSIVE STRENGTH
00 OF 5,000 PSI AFTER 28 DAYS. EQUAL TO
TOWN CONCRETE PIPE VC 20 VALVE CHAMBER
WITHOUT 8" HOLE IN BASE.
NOTE:
TEMPORARY SUPPORT SHALL BE PROVIDED UNDER
VALVE AT THE TIME OF INSTALLATION TO CENTER
THE PIPE IN VAULT OPENING. AFTER COMPLETE
INSTALLATION REMOVE THE TEMPORARY SUPPORT
AND INSTALL CONCRETE SUPPORT PAD.
LEVELING BRICKS OR PRECAST RINGS.
PRECAST RINGS SHALL BE CAST WITH
GROOVE TO FIELD INSTALL STEP.
3" MIN. - 12" MAX.
GALVANIZED 3/4" ROUND SAEFTY
STEP EQUAL TO ASSOCIATED
SAND & GRAVEL COMPANY.
PREFABRICATED GALVANIZED
HANGING LADDER
EQUAL TO ASSOCIATED
SAND & GRAVEL COMPANY.
CONCRETE SUPPORT PAD II
ANCHOR LADDER
W ITH CONCRETE.
DIP. OF OPENING TO BE
4 LARGER THAN OUTSIDE
DIA. OF PIPE
CONCRETEL SUPPORT
PAD. SEE NOTE.
DROP INLET
FINISHED GRADE
113 " M I N. - 12" MAX.
INSTALL EPDXY NON -SHRINK
1-7-WATER
TIGHT GROUT
IN111101011rto] 11
DATE I REVISION I BY APPR'D
STAKES FILTER FABRIC MIRAF
SECURED T 0 QPOStS
8"
12"
CONSTRUCT 6" X 12" TRENCH
ALONG SITE -SIDE OF FENCE,
INSTALL FILTER FABRIC IN
TRENCH AND ON POSTS,
FILL WITH PEA GRAVEL
MOUNDED AGAINST FENCE.
16", 18", 20" AND 24'
BUTTERFLY VALVE CHAMBER
ADOPTED
CITY OF RENTON
Standard glans
LST DATE:12/15/91
DWG. NAME: BR49
TREATED 2" X 4" WOOD
POST OR STEEL FENCE POST -
10' O/C MAX.
18"
FILTERED WATER
SP PAGE: BO92
Leonard, Boudinot & Skodie Inc.
PROFESSIONAL ENGINEERS & LAND SURVEYORS
P.O. Box 1228, Mount Vernon, WA 98273
WATER MAIN
2" CLOSE NIPPLE
2" 90" ELBOW -
TWO PIECE CAST IRON VALVE BOX
EQUAL TO RICH VALVE CO. STANDARD
8" TOP SECTION, WITH REGULAR BASE
SECTION LENGTH TO FIT.
2" GALVANIZED IRON PIPE 12" L
CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO CAP,
BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH,
SIZE OF BLOCK TO BE DETERMINED BASED ON TEST
PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS.
CAST IRON CAP OR PLUG WITH 2"
IPS TAP SHALL BE A ROCKWELL
482 END CAP COUPLING.
2" GALVANIZED IRON PIPE
f AS REQUIRED.
rn b w
2" GALVANIZED IRON PIPE, 12" LONG.
PLAN
ELEVATION
ISTALL 2" 90° ELBOW, SCREWED
01 PLUG, SCREWED
2" GALVANIZED IRON PIPE
AS REQUIRED.
(STALL 2" 90° ELBOW, SCREWED
RON PIPE
AS REQUIRED.
TEMPORARY 2" BLOW —OFF ASSEMBLY
I MARKER MARKERMARKER
-4 4
I
I
TWO LANE ROAD ON SIDE STREETS
OFFSET MARKER TO WHERE THE HYDRANT
INDICATE WHICH SIDE IS WITHIN 20' OF A
OF STREET HYDRANT MAIN TRAVELED STREET,
IS ON (4" FROM DOTS THE MARKER IS TO BE
OR PAINTED LINE) INSTALLED ON THAT
MAIN STREET
MAR ER: : MARKER
:
FOUR LANE ROAD FIVE LANE ROAD
OFFSET MARKER TO OFFSET MARKER TO
INDICATE WHICH SIDE INDICATE WHICH SIDE
OF STREET HYDRANT OF STREET HYDRANT
IS ON (4' FROM DOTS IS ON (4' FROM DOTS
OR PAINTED LANE DIVIDER) OR PAINTED LANE DIVIDER)
HYDRANT MARKERS
DATE I REVISION I BY IAPPR'
.7"
RAISED PAVMENT MARKER
TYPE 88 AB STIMSONITE TWO—WAY (BLUE)
HYDRANT MARKERS
ADOPTED
CITY OF RENTON
Standard plans
LST DATE:12/15/91
DATE I REVISION I BY 1APPR' DWG. NAME: BR24A
Leonard, Boudinot & Skodie Inc.
PROFESSIONAL ENGINEERS & LAND SURVEYORS
603 South First Street; P.O. Box 1228
-i; Mount Vernon, WA 98273
Tel: 206-336-5751 Fax: 206-336-3981
2
PER CITY/ARCHITECT COMMENTS
DEL
HAF
8/12/94
1
REVISIONS PER CITY COMMENTS
DEL
HAF
7 14 94
NO.
REVISION
BY
APPR.
DATE
TEMPORARY 2" BLOW -OFF ASSEMBLY
(FOR 8" MAINS AND SMALLER)
ADOPTED
CITY OF RENTON
♦A♦
Standard plans
T LST DATE:12/15/91
DWG. NAME: BR25 SP PAGE: B104
SP PAGE: B103
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
FRED MEYER
RENTON CENTER
DETAILS
DESIGNED: DATE: 8/8/94 FILE NAME: 94058
DRAWN: SBK
CHECKED: HAF SCALE: AS NOTED MELD BOOK: PAGE:
APPROVED: SHEET-?) I OF: 3 (p
DIRECTOR Of PUBLIC WORKS