HomeMy WebLinkAboutWTR2703074.29
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11-1/2" X 17-1/2" CONCRETE METER W IN UNIMPROVED RIGHT OF WAY W
BOX WITH 3/16" STEEL DIAMOND PLATE 4
i INSTALL METER BOX AT
COVER EQUAL TO FOG TITLE METER F PROPERTY LINE.
SEAL CO. 1D METER BOX. W
0
llz
o SIDEWALK i
I 12 MIN
v�
LLI
WATER METER TO BE >
SUPPLIED BY THE CITY C)
NTYPE "K" SOFT z
D COPPER TUBING
J
FORD COPPERSETTER
VH 172-15W FOR 5/8" X 3/4" METER)
CAST IRON OR VH 174-15W FOR 1" METER)
DUTILE IRON BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER.
WATERMAIN LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE
SLACK IN COPPER SERVICE ON OUTLET.
LINE TO METER ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER.
CORPORATION STOP, FORD TAPERED IF SERVICE LINE TO HOUSE IS TO BE
THREAD (CC) PACK JOINT (3/4" F1000) INSTALLED IN THE FUTURE INSTALL
(1" F1000) FORD C14-33 OR 44
N FIDT X COMPRESSION COUPLING
/ to
3/4" OR 1" GALVANIZED PLUG
-N
FOR SERVICE FROM EXISTING STEEL 3/4" & 1 " WATER SERVICE
ASBESTOS CEMENT OR PVC WATER MAINS
INSTALL DOUBLE STRAP SERVICE CLAMP
EQUAL TO MUELLER CO.
ADOPTED
rr+ww1N,
CITY OF RENTON
Standard plane
N O LST DATE- 12/15/91
S: \OPROTO\REN TON \BRH \BR41 I DATE I REVISION I BY APPR DWG. NAME: BR41 SP PAGE: 8106
STANDARD APPROACH
8' MIN
3' MIN
3/8" EXPANSION JOINT
HALF PLAN A
1 3 MIN
MIN
r 1/2' MAX
i (BEVEL WHERE POSSIBLE)
HALF ELEVATION
CEMENT CONCRETE CURB AND GUTTER
SECTION SHOWN (SEE STANDARD PLANS
FOR OTHER CURB DESIGNS)
3/8" EXPANSION JOINT
6' MIN L
OPTIONAL APPROACH
B
7'MIN
PLANTING
STRIP /
3/8' EXPANSION JOINT
NOTE USE OPTIONAL APPROACH ONLY WHEN
A SIDEWALK IS USED AT THE BACK OF THE
APPROACH AND THE SIDEWALK IS SET BACK
HALF PLAN
TO A MINIMUM OF 6' FROM CURB.
2'-6' 1 2'-6'
B
WIN MIN
I- 1/2' MAX
i (BEVEL WHERE POSSIBLE)
HALF ELEVATION
CEMENT CONCRETE CURB ASPMLANS
SECTION SHOWN (SEE STAN
MIN 6' THICK SIDEWALK FOR OTHER CURB DESIGNS)
IN APPROACH AREA 3/8' EXPANSION JOINT
/ OPTIONALa--'-
---i--`- L �1\I SIDEWALK
8 MIN J—
/� 18' PLANTING
/ 6' MIN SAP If APPROACH I12'MIN
zTHICKENED EDGE OF APPROACH
TO FULL DEPTH OF CURB -1
TO
L 6' MIN
/I18' —
L/THICKENED EDGE OF APPROACH
TO FULL DEPTH OF CURB
SECTION B-B
ICR15'MIN
APPROACH PLAN
CEMENT CONCRETE SIDEWALK
NOTES: AND APPROACH DETAILS
1. A MINIMUM 3' WIDE ACCESSIBLE ROUTE SHALL BE MAINTAINED IN ALL 6. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE
PEDESTRIAN ACCESSIBLE AREAS. PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND
2. CONTRACTION JOINTS SHALL BE PLACED ALONG SIDEWALKS AT 15' PATTERN. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE ADOPTED
MAXIMUM SPACING. ALL JOINTS SHALL BE CLEANED AND EDGED. PERPENDICULAR TO THE CURB. GROOVES SHALL BE 1/8' DEEP AND CITY OF RENTON
3. INLETS SHALL BE LOCATED SO THAT RUNOFF DOES NOT FLOW PAST 1/4- WIDE
CURB RAMPS. 7. CEMENT CONCRETE APPROACHES SHALL BE CONSTRUCTED OF Standard plans
4. CURB RAMPS SHALL BE POURED AS A SEPARATE UNIT FROM THE AIR -ENTRAINED CONCRETE CLASS 3000 AND MAY BE POURED
SIDEWALK, ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES INTEGRAL WITH CURB. LST DATE: DATE
EXCEPT AT END OF RAMP NEXT TO ROADWAY.
5. CHANGES IN LEVEL UP TO 1/4' MAY BE VERTICAL AND WITHOUT EDGE DATE REVISION BY APPR D
TREATMENT. CHANGES IN LEVEL BETWEEN 1/4- AND 1/2- SHALL BE DWG. NAME: FR03-2 SP PAGE: F005.2
BEVELED WITH A SLOPE NO GREATER THAN 1:2 4/97 REPLACE SP PAGE F005.2 OF 8/10/95 DCV DT
PRECAST CONCRETE VAULT WITH 3 - Vx 3'
HINGED STEEL PLATE COVERS.
DIMENSIONS 5'-8'x ll'-2'x 7'-2' EQUAL TO
UTILITY VAULT OR EQUAL
THE BY-PASS ASSEMBLY SHALL BE \
INCLUDED AS PART OF THE DETECTOR
DOUBLE CHECK VALVE ASSEMBLY.
10', 8" OR 6" FLx P.E
PIPE PATH COLLAR 18'
FROM P.E.
10', - 3'-8" LONG 3' 2"
8' - 3'-6" LONG
6' - V-0" LONG
18" FOR 10' ASSEMBLY
17 1/2' FOR 8" ASSEMBLY
18 1/2" FOR 6" ASSEMBLY
7'-2'
e ADAPTER, FLx SCREWED ONE EACH SIDE
4'x 4'x 6' BULL HEAD TEE, FL
6' PIPE FL
2'-0' LONG
18' FOR 10' ASSEMBLY
17 1/2" FOR 8" ASSEMBLY
18 1/2" FOR 6" ASSEMBLY
1 17,_ y.
6" 90'
4"x 2 1/2" FIRE DEPARTMENT DOUBLE
CONNECTION FOR STAND PIPE WITH
BREAKABLE CAST IRON HOSE CAPS.
ONE EACH SIDE EQUAL TO GRINNEL FIG.
1682 PATH HOSE CAPS FIG. 1333.
6" SWING TYPE GRAVITY OPERATED
CHECK VALVE FL EQUAL TO
MUELLER CO. A-2600-6 WITH BALL
DRIP VALVE AT BOTTOM
INSTALL EPDXY NON -SHRINK GROUT (TYP.)
6' PIPE, FLx FL 3'0' LONG
6" & 8' ASSEMBLY.
6' SHORT RADIUS 90' BEND FL
10" ASSEMBL`B'x 6' REDUCING
r GT'1 90- BEND, FL
12" ALL AROUND -
2'- 6•• •: Kr I
' _ � DEADMAN BLOCK
:
REQUIRED.
10",8",6" FL x MJ ADAPTOR
CONCRETE BLOCKING
ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES
10" ASSEMBLY 1O'x10"x8"TEE FL8" ASSEMBLY 8'x8"x6' TEE, FL
SHALL INCLUDE RESILIENT SEATED SHUTOFF VALVES PLAN
6" ASSEMBLY 6'x6'1 TEE, FL
AND TEST COCKS. AND APPROVED CROSS -CONNECTION
CONTROL ASSEMBLIES PER D.S.H.S. LATEST APPROVED LIST.
10% 8% OR 6" GATE VALVE,
FLx MJ, WITH INDICATOR POST.
DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTOFF VALVE
INDICATOR POST VALVE SAME SIZE
10", 8% OR 6" FLANGED COUPLING ADAP
AS DOUBLE CHECK VALVE
(MUELLER CO. OR EQUAL).
EQUAL TO ROMAC.
PIPE
x S
4 2'-11"
6" MIN. DRAIN TO `?
DAYLIGHT OR STORM -
DRAIN SYSTEM WITH ->•:
CATCH BASIN OR MANHOLE
COMPACTED FOUNDATION GRAVEL-"' END VIEW
10 , 8 , OR 6 DUCTILE IRON CLASS 52 NIPPLE PIPE,
CEMENT LINED, LENGTH TO FIT.
TO 42'
NOTE
1. LOCATE VAULT IN PLANTING AREA NOT IN PAVING
\ I 2. 4' AND LARGER BENDS AND TEES TO BE CAST
IRON CEMENT LINED
3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER 10", 8" & 6" DDCV ASSEMBLY
VALVES AT THE TIME OF INSTALLATION TO CENTER
THE PIPE IN VAULT OPENING. AFTER COMPLETE 6" STANDPIPE W/4 2-1/2„ NOZZLE
INSTALLATION REMOVE THE TEMPORARY SUPPORT CROSS CONNECTION/BACULOW
AND INSTALL CONCRETE SUPPORT PAD OR PROTECTION ASSEMBLY
ADJUSTABLE PIPE SUPPORT.
4. INSTALL GALVANIZED LADDER FOR ACCESS.
6" 90- BEN\FL 5. AFTER FIELD INSTALLATION, MAIN DDCVA AND
BY-PASS DCVA MUST BE TESTED SATISFACTORILY ADOPTED
"-GALVANIZED STEEL BY A DEPT. OF HEALTH CERTIFIED BACKFLOW CITY OF RENTON
ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED
LADDER TO CITY OF RENTON WATER UTILITY ENGINEERING + ,a
1 DEPT. PRIOR TO ACTIVATION OF NEW LINE. Standard plans
6. INSTALL BRASS PLUGS AT ALL TEST COCKS N ` LST DATE: DATE
12/96 REFORMAT TO 11'x17- DCV DRT 3/8/95 EDIT TEXT DCV AG DWG. NAME: BR56 SP PAGE: B099
I
PROPERTY LINE
6'-0"
FUTURE
BUILDING
SEWER PIPE
;
BUILDING SEWER
uj
WITH
r
6" SIDE OUTLET
--
2"x 4" STUD SERVICE MARKER PAINT UPPER
PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
wAND
#6 WIRE WRAPPED AROUND THE STUD AND
DE SEWER
AND BUILDING SEWER
D-
EXTENDED TO THE TOP OF THE STUD.
O
w
D-
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
!RON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
FOR CAST IRON PIPE
PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
1:3:5 MIX
v�
CONCRETE }
E G��N
BLOCKINGg�0
M
Mc
NG�
2% MIN SLOPE
J\- 6" SIDE OUTLET TEE T
SEWER MAIN I STANDARD SIDE SEWER INSTALLATION
6" MIN. SEWER MAIN
CONCRETE BLOCKING ANGLE (SEWER MAIN TO PROPERTY LINE)
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
� ADOPTED
NOTE; A� CITY OF RENTON
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY Standard plane
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. NCO IST DATE: DATE
DATE I REVISION I BY APPR DWG. NAME: BR39 SP PAGE: B078
10/17/96 Edited note. DCV AG
(TYP)
(TYP)
�x A
DRIVEWAY OR ALLEY
SEE ZONING CODE FOR
FOR MAX &MIN WIDTHS
V
<
—6' MIN
��
0 Q
DO
Of
1'� 0,
2 ( )
m
a U CL
m
ALTERNATE 1 /AL10' COMMERCIAL ZONE
SIDEWALK AND PLANTER STRIP 6" RESIDENTIAL ZONE
�
2 (TYP)
2 A
ALTERNATE 2
SIDEWALK NEXT TO CURB 10" COMMERCIAL ZONE
(NO PLANTER STRIP) 6" RESIDENTIAL ZONE
THICKENED BASE OF CURB & GUTTER
TO MATCH APPROACH THICKNESS
NOTES: ON COMMERCIAL APPROACHES. (TYP)
1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL
NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE 2-1/4" DEEP.
2. 1/2' THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH,
AND IN CURB/GUTTER TO DUMMY JOINTS.
3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED
J_4 118.,
CURB AND GUTTER SHOWN SEE DETAIL "A"
HOWEVER, OTHER CURBS
MAY BE USED.
(SEE STANDARD PLANS) SECTION A —A
—6"
JOINT r 3/16" SCORE LINE
Elt:,�
—18"
DETAIL A
APPROACH WITH
MONOLITHIC CURB
SEE NOTE 5
CEMENT CONCRETE APPROACH
FOR DRIVEWAYS AND ALLEYS
4. ALL JOINTS SHALL BE CLEANED AND EDGED.
� ADOPTED
5. APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE POURED C CITY OF RENTON
'NT
H TH STANDARD CURB (SEE DETAIL '"A"). + � +
6. SUBGRADE COMPACTION SHALL BE 95% MODIFIED PROCTOR. standard plena
7. APPROACH CENTERLINE TO MATCH THE DRIVEWAY/ALLEY CENTERUNE. 1 O IST DATE: DATE
THE APPROACH WIDTH WILL BE 10' WIDER THAN THE DRIVEWAY/ I DATE I REVISION BY APPR'
ALLEY WIDTH. DWG. NAME: FRO1 N SP PAGE: F006
10/22/96 Edited graphics, text Added note 7. DCV DRT
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
NATT11oNAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF
SEATTLE THREADS PATH 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 MIN MAX 4*
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. ----T-\T i
1
O6
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.
i
42" MIN s.� CONCRETE BLOCKING
BURY tot
CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET.
a� 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
1 _ 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
LEVEL ALL GROUND UNDER HYDRANT 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8")
MIN 3' RADIUS FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
5" STORTZ MIN 3' RADIUS
Nfmb3074
\- EN O & H 1 TC
OF WAOR
ONE MAN ROCK OOO S �p�' p�P 9/X tiN
� �
6� SEAL z
36425 0
Scut 414--1 EU
HYDRANT LOCATION IN CUT OR FILL
15/"' 951 Revised Pumper Port I DCV I DT I
r2/15/9 Corrected text & Chanced Doint color RTMT-nTi
FIRE HYDRANT ASSEMBLY DETAIL
�'� G/STEn "
7969
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s
S/ANAL ��G�\, ° y
SH I NG�O�
ADOPTED
T
V CITY OF RENTON
STANDARD PLANS
EXPIRES 1/25/03
97084.02
F N 1 b LST DATE: 12/96
DWG. NAME: BR24 SP PAGE: B102
BUSH, ROED &
HITCHINGS, INC.
CIVIL ENGINEERS &
LAND SURVEYORS
2009 MINOR AVE. EAST
(206) 323-4144
BRH
SEATTLEY
98 02-353 Washington
-0508
FAX# (2806) 323-7135
E-MAIL: INFO@BRHINC.COM
WALGREENS STORE #7355
3011 SUNSET BLVD. N.E.
RENTON, WASHINGTON
SHEET C9 of 9
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date /
Date
Date
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