HomeMy WebLinkAboutWTR2703100.32
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FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929
AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT
INLET WITH LUGS.
5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS
NATIONAL STANDARD THREADS. 4" PUMPER CONN'L-LTiON CITY OF
SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD
X 5" STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE.
1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE
PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE
PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL.
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY FOR 4-1/2" TRENCH
FIRE HYDRANT EXTENTION TO BE USED IF REQUIRED.
ONE MAN F
w Prot -si - P/ w
FILL
MAX 4"
MIN 2"
7
CONCRETE BLOCKING
12
16„ x 8„ x 4" MININUM
CONCRETE BLOCK
LEVEL ALL GROUND
MIN 3' RADIUS
1
6
SANITARY SEWER AND WATERMAIN EXTENSION DETAILS
18" TO 20"
OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB
RAISED PAVEMENT MARKER TYPE 88 A8
STIMSONITE TWO-WAY BLUE.
t
TWO-PIECE CAST IRON VALVE BOX. EQUAL TO OLYMIC
FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR
BASE SECTION LENGTH TO FIT.
CONCRETE BLOCKING
CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET.
6 GATE VALVE (FL X MJ) EQUAL TO MUELLER CO. A-2380-16
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO TIT TWO ./4"
STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
7 CU. FT. MINIMUM WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR )RAIN.
FIRE HYDRANT ASSEMBLY
HYDRANT LOCATION IN CUT OR FILL
CUT
5/18/95
Revised Pumper Port
DCV
DT
12/15/92
Corrected text & Changcu paint color
RTM
DT
DATE
REVISION
BY
APPR'D
FIRE HYDRANT ASSEMBLY DETAI.
nDR
ADOPTED
CITY OF RENTON
♦Standard plans,LST DATE: 5/18/95
DWG. NAME: BR24
SP PAGE: B1 C
MORTAR
FILLET
MANHOLE FRAME ANC': 'OVER
SEE DRAWING BR29
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C-443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 21" I.D.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
CHECKED FOR COMPLIANCE TO CITY STANDARDS
DATE
DATE
7/96 EDITEO TEXT
/95 ADDED NOTE, EDIT TEXT
TE- REVISION
DEVELOPER:
CHRISTINE BALYEAT
18724 S.E. 43�r) STREET
ISSAQUAH, WA C'3027
(425) 643-148:3
CONTACT:
ENGINEER:
HAL P. GRUBB, P.E.
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
NOTES.
1. STEPS BE 3/4" 0 DEFORMED BAR GALVANIZED SAFE -
STEPS OR EQUAL.
2. STEPS ARE TO BE' IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
8 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
,jRFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC-CONSEAL OR APPROVED EQUAL;
CDLOR OF COATING SHALL BE WHITE.
7_ RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C- 443.
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INS_
DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR-N `-'LAL E)_ OTS OR APPROVED EQUAL,
SANITARY MANHOLE TYPICAL DETAIL
GtiZY p� ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: 12/96
JAG
'PR'D DWG. NAME: BR28 SP PAGE.: BG 1
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EXPIRES 6-10
CITY OF RENTON
E>EPAFiTMENT OF= PUBLIC WORKS
SANITARY SEWER AND WATERMAIN
EXTENSION DETAILS
BALYEAT SHORT PLAT
DESIGNED JGH
DATE 3/ "t 4 f 02 FILE NO
DRAWN MFB
CHECKED HPG SCALE AS_SHOWN FIELD BOCK _ PAGE
APPROVED
DIRECTOR DFuBuc wo,. - SHEET 6 JF
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