HomeMy WebLinkAboutS-289801FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 18" TO 20" BEHIND BACK OF CURB
AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT OR 12" BEHIND BACK OF SIDEWALK
"'ET WITH LUGS, THAT IS ADJACENT TO CURB
/4" MAIN VALVE OPENING- TWO 2-1/2" HOSE CONNECTIONS
NATIONAL STANDARD THREADS- 4" PUMPER CONNECTION CITY OF
SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
X 5' STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE- EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH
1-1/4" PENTAGON OPERATING NUT- FIRE HYDRANT TO BE REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION
PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE AS REQUIRED (SEE DWG BR46 / PAGE B090).
PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL_ MAX 4"
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY- MIN 2"� RAISED PAVEMENT MARKER TYPE 88 A8
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. STIMSONITE TWO-WAY BLUE.
42" MIN
BURY
CONCRETE BLOCKING
CONCRETE BLOCKING
CAST IRON TEE. WITH 6" FLANGE: SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C:-509, RESILIENT SEAT
E' t \\ �,
3.0 a!s to west ��t\\� 6" DUCTILE IRON PIPE, CLASS 52 CEMEN'. LINED, LENGTH TO FIT TWO 3/4"
»+ �^IGt= �zi[:8} / l 'e C�t2c 41' 0 3 ' E Po — Set STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
16" x 8" x 4" MININUM
i - I CONCRETE BLOCK
I ;_I -i0•
2C24 Har-q'on PI N.. E2020 . Harrington PI.NE.I �t UNDER HYDRANT 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8")
tip ) LEVEL ALL GROUND
0. a_ I MIN 3' RADIUS FIRE HYDRANT ASSEMBLY
Li L O T 1 i_ 0 T
Died 5" STORTZ MIN 3' RAD U LEVEL ALL GROUND
F � I
58 00' - - S88'26'45"E 64.85' L
r a 1 � n -o ( l
B OC n \ /
o S8826'45"E S4.85 1 n ONE MAN ROCK
n ^\ G
2C09 Harrington
-- - -i Circle N.E. �t -
�set rebor w/roP I I 1
ing Pss, egress 1.00 north of �t t t •�, lF t0t @��n� ^pt IB
f - and uti ty eosPment ? �� �t�10 e5
_ ° ca,c. pos tire. 6
o er the oen.eftt of 1� - J T 00 r
Lot 4 x 3 I i CUT FILL FIRE HYDRANT ASSEMBLY DETAIL
Fou A steel pin i
4.26south & 8 60'
\ s co"sg71 i� ? �t.r, ! F spike in_-- HYDRANT LOCATION IN CUT OR FILL U~�Y �+� CITYOFRENTON
asphalt driveway ♦ I♦
STANDARD PLANS
10/15/96 Edited text, added volve nut extension DCV DT ��'NT(�$ LST DATE: 10/15/96
5UG r Z 5/18/95 Revised Pumper Port DCV DT
9\ �. tit �0
�o --
cT!12/15/92 Corrected text u Chonged paint color RTM DT
p. s\�oI\/NO(\/ LEGEND I DATE REVISION BY APPR'D DWG. NAME: BR24 SP PAGE: B102
y`` Found 1/2" pipe Ia.
1
- Z 0.4' S. & 0.1' E. $ Concrete tAonument in Case
i r Found bolt
v,\ of set rebor w/cep
EY elf. �8' i f r.� Bronze plug
? o' t( Tack in Lead or Nail !✓_ Disk
CJ7 Al 7�=;f O Set rebor w/cop #23504
2NZ C/TY of 2ZW7T Al + 09 . Found pipe or rebor
)(G" %tEIN%J SCFLi 1\ — o . 6' wood race
,471_,eE IlMe/-lN G ASSY ui�
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REVISION
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
C11?CL.0 PL,4
%ire f/yC%i-C2nf�SJ'C'°ii7/;/y'ln.r7'xta//c�fion
DESIGNED— DATE FILE NO.
DRAWN—
_ SCALD FMLD BOOK --PAGE_
DATE AOVED �_ SHEET___XOF_.1—
nimmILL 1 �6�9 FiR 0"