HomeMy WebLinkAboutWTR2702963.4REVISIONS :REVISED PER CITY OF RENTON COMMENTS :REVISED PER CITY OF RENTON COMMENTS :REVISED LOT GRADING PER CLEINTS :REVISED LOT GRADING PER CLEINT'S
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A PORTION OF THE N.E. 1/4, S.W. 1/4, SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M.
EO
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110
OR COMPRESSION TYPE SUCH AS CLOW MEDALMI N;
& H 929
0
AND MUELLER SUPER CENTURION 200 WITH 6 E8HAMMECHANICAL JOINT
INLET WITH LUGS.
5-1/4- 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
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. MAX 4"
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. MIN 2
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED.
CONCRETE BLOCKING
18* TO 20" BEHIND BACK OF CURB
OR 12" BEHIND BACK OF SIDEWALK
THAT IS ADJACENT TO CURB
TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH
REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED (SEE DWG BR46 / PAGE B090).
RAISED PAVEMENT MARKER TYPE 88 A8
STIMSONITE TWO-WAY BLUE.
T42"MIN CONCRETE BLOCKING
BURY
0-,
CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET.
6- GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6- DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4
STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
16" x 8" x 4" MININUM
CONCRETE BLOCK
UNDER HYDRANT 1/3 CU. YD. WASHED DRAIN ROCK (3- TO 3/8-)
—LEVEL ALL GROUND
MIN 3' RADIUS
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
5 " STORTZ MIN 3' RADIUS
6
&L
7-7
ONE MAN ROCK
6
5� STORTZ
ADOPTED
BLL CITY OF RENTON
+ + Standard plans
I'DATE 10/15/96
HYDRANT LOCATION IN CUT OR FILL ST
DWG. NAME BR24 SP PACE B102
FIRE HYDRANT ASSEMBLY DETAIL
BEFORE P(XYP.TGGZNa PRESSURE & PURITY TEST POLYPIGGING, PRESSURE & PURITY TEST
CAP AND BLOCK AT END OF LINE
NLTB
2 0 TEMPORARY
BL 0 W- OFF A SSM Y.
FOR POLYPIGGING:
1-10" VERTICAL CROSS (MJxFL)
1-10- PLUG (MJxMJ) W/ 2"
TEMP. BLOW -OFF ASSM'Y.
1-10" BLIND FLANGE WITH
GONG. BLOCKING)
PLAN VIEW
REMOVE BLIND FLANGE FOR
SEE SECTION AT RIGHT. INSERTION/EXTRACTION OF
2"0 TEMPORARY POLYPIG.
BLOW -OFF ASSMY,
CONCRETE
BLOCKING
10" VERTICAL CROSS
CONCRETE (MJxFL)
BLOCKING
10" PLUG (MJxMJ)
W1 2" TEMPORARY
BLOW -OFF ASSMY.
POL)PIGGINa PRESSURE & PURITY TEST
EXISTING LINE ONLY. CUT -IN TEE
(INSTALLED BY CITY CREW)
1-12"x12"x12" TEE (MJxMJxFL)
1-12" GATE VALVE (FLxMJ)
1-12" GATE VALVE (MJxMJ)
" "
SECTION
BLIND FLANGE
LIMITS OF BIO-SWALE SEED
1. 0' MINI
FREEBOAf
DESIGN rt,,LrA uLvm
(SEE BIO-SWALE DESIGN TABLE)
BADE FINISHED GRADE
KEYSTONE WALL
(AVG. HT.= 5'±)
SEEDING REQUIREMENTS PROPORTIONS PURCENT PERCENT
BIO-SWALE SEED MIXTURES (WETLANDS) BY WEIGHT PURITY GERMINATION
CREEPING RED FESCUE 40% 98 90
(PENNLA WN)
RED TOP (AQROSTIS ALBA) 30% 92 80
BIRDSFOOT TREFOIL 30% 90 80
LOTUS CORNICULATUS)
APPLY THIS MIXTURE AT A RATE OF 60 LBSIACRES AND/OR ADDITIONAL TUBERS FOR
CATTAIL, YELLOW IRIS, BULL RUSH, SLOUGH (CAREX) SEDGE, AS REQUIRED BY
NOTE: AFTER POLYPIGGING, PRESSURE AND PURITY TESTS, REMOVE
TEMPORARY BLOCKING, BLOW -OFF ASSEMBLIES AND PLUGS.
SEE SECTION BELOW, RIGHT.
2"0 TEMPORARY
2"0 TEMPORARY BLOW -OFF ASSMY.
BLOW -OFF ASSMY.
CONCRETE BLOCKING
_4
CONCRETE
O BLOCKING
10" VERTICAL
--- I
CROSS (MJxFL) J eLL
PLAN VIEW SECTION
BLIND FLANGE
10" VERTICAL CROSS
(MJxFL)
I
BLIND FLANGE
FAFT-E—R] POLYPIGGINa PRESSURE & PURITY TEST
TYPE 1 "TEE' CONNECTION AT TALBOT ROAD S. NOTE: AFTER POLYPIGGING, PRESSURE AND PURITY TESTS, REMOVE
KT.& TEMPORARY BLOCKING, BLOW -OFF ASSEMBLIES AND PLUGS.
1-12 PLUG (MJxMJ) WITH 2
SEE SECTION BELOW, RIGHT. SEE SECTION BELOW, RIGHT.
TEMP. BLOW -OFF ASSM'Y.
------ IM
EXISTING 12" WTR
12" SOLID SLEEVE
(MJ) NIPPLE TO
FT T.
FOR POLYPIGGING:
1-12" VERTICAL CROSS (MJxFL)
1-12" PLUG (MJxMJ) W1 2"
TEMP. BLOW -OFF ASSM'Y.
2-12- BLIND FLANGES (ONE
WITH CONC. BLOCKING)
CONC. BLOCKING (T__ �77 CONCRETE BLOCKING
REMOVE BLIND FLANGE FOR
12" SOLID SLEEVE INSERTION/EXTRACTION OF
(MJ) NIPPLE TO POLYPIG. EXISTING 12" WTF 12"x12"x12" TEE (MJxFL)
FT T.
TEMP. GONG.
BLOCKING
TEMP. CONC.
BLOCKING
--J .
12" PLUG (MJxMJ)
W1 2" TEMPORARY
PLAN VIEW BLOW -OFF ASSM'Y. SECTION
12" VERTICAL CROSS
(MJxFL)
BLIND FLANGE
12" GATE VALVE
(FLxMJ)
SHACKLE ROD I
PLAN VIEW
12" SOLID SLEEVE
(MJxMJ) AND 12"
D.I. NIPPLES TO
FI T.
12" VERTICAL
CROSS (MJxFL)
SHACKLE'
""LL
ROD BLIND FLANGE
12" VERTICAL CROSS
-A (MJxFL)
12 S(
SLEEVE
SECTION
BLIND FLANGE
BOO-SWALE MSM CRITERIA
2 YEAR
10 YEAR
100 YEAR
DEPTH
0.38 FT
0.61 FT
0.84 FT
FLOW
0.39CFS
0.82 CFS
1.34 CFS
I�i�?fi6308
2" OPEN PATTERN, RETURN BEND
2" BEEHIVE STRAINER
2" GALVANIZED IRON PIPE FIELD LOCATE
CUT OPENING AS REQUIRED. . 1" CLOSE NIPPLE1__17"x28" CONCRETE METER BOX WITH 3/8" STEEL DIAMOND
AFTER INSTALLATION, GROUT 1 VNIPPLE UNION �6" MAX PLATE COVER EQUAL TO FOG-TITE METER SEAL CO. NO.2
1"
AROUND PIPE. 1" CLOSE
METER BOX. FIELD LOCATE.
1" UNION
2"x 2"x 1" TEE, 1" CLOSE
F
NIPPLE BETWEEN TEE & BEND.
I-
1 " 90* ELBOW I" BRONZE GATE VALVE, SCREW EQUAL TO RED -WHITE VALVE CORP. FIG NO.280
2" GALVANIZED IRON PIPE '._�COUPLING COPPER TO MALE IRON PIPE -FORD C28-44 OR EQUAL.
18" LONG
6" MIN. -I
0 0 0 0 1" TYPE "K" SOFT COPPER TUBING
0 00.0oloo 1" IRON PIPE THREAD CORPORATION STOP WITH
MIN. 0 0 000 0. 0
12" 2. � c) . 00 90' BEND FOR COPPER. FORD TYPE F1 000 PACK
I . ) c' . 0. JOINT CTS.
1" GALVANIZED IRON
PIPE TO FIT
DOUDLE STRAP SERVICE VATH
2" CAP WITH 1/8" HOLE 1" 90' ELBOW 1" IPS TAP TO FIT, EQUALCLATOMP MEULLER CO.
FOR DRAIN.
1" COMBINATION AIR RELEASE & VACUUM VALVE,
WASHED GRAVEL, PASSING SCREWED. APCO NO. 143C OR EQUAL
1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN
NOTE:
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED
AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION
WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH
OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY
CAN BE INSTALLED.
ADOPTED
CITY OF RENTON
+ Standard plans
N L_9T DATE 10/29/96
DWG. NAME BR50 SP PAGE B094
1 AIR & VACUUM RELEASE VALVE ASSEMBLY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
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PROJECT NO.: 98-48
DRAWN BY: DjW
ISSUE DATE: 04-02-01
SHEET REV.: 05-20--02
DETAILS
C15
SHEET 15 OF 20
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,aC,%NNED MAR 2 8 2003
SCANNED SEP 13 2001'