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• "CONCRETE SLOCIONG SENG PROCEDURE
z A A
A. CAI. Go to Table 2 Table 2 nee the eah beerkfgland tar .•t•:• PLAN VIEW NOTES.
i = .• The amount a oenante naittred to anchor honzontct - sand and gravol: 3:000 te. /q. IL . ... .•t • -
bands, teas end egad ends tlapende on the nrength - Go to F t; tqure 7 buRmtes the poWtIon '+ `�/ a W (SEE NOTE 4) LIMITS OF PIPE ZONE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL
a;. tiro ast. The methods a lasing eanarete to op
a the aonaete 16, WoeWlp 1M 00' band. •• . St -
_ the knt aaoerbis h clean Fl" 7. Ins red - Go to the Dane a the pro)sd and ma •.,: �" BACKFILL MATERIAL
vt k. - test 9� depth of on h - 4 het
h S,squre a ocrneste dnkh must boar agaMd. eP 1a(w)
lM NAs of ths trench N found b dnitlkr0 the - wkNh a iroeeh (YQ 3 feet 'r'••'fn� O. -
thrwt n pournih ahoen In Tt>ble �br iM ash (SEE NOTE 5)
2. HAND TAMP UNDER HAUNCHES.
beoM lead a the sell as sheen In Trifle 2 With the above ass-bled hformaDon. 6„
To 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
BA we proceed to the me edeuidlane ID WI 3 3. COMPACT BEDDING MATERIAL
Thru.: z7 3eo CAP VALVE BOX L TH EARS � CONCRETE- CLASS C .
Area of concrete (A) . - e . zi2 tt o_ • HAND TAMP ONLY. O
38 MIN.
1. The sirtn roa,MS.is frhMZantai or soh aaerkig coca 3:000 °Q IN DIRECTION OF WATE/LENGTH 2. SQUARE - - _
dorn.�'i%rueant 22 1/2 ., (SEE NOTE 8)
. g . K Depth of Trench H Fed _ ..
2 Height a the th -d Dbeh most M sWol - Mmdmum Hel t of Thrust Block Hm - .MAIN AND WORD. WAT WIDTH _ C REPARATION OF TRENCH IN THE SANITARY SEWERS SECTION
to or test than 1'" the son the d � ( ) 2 OPERATING NUT 4. SEE EXCAVATION AND P �
�a `' gfO1" - CAST INTO IT I T TIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
surface to the W was. h � OF THE STANDARD SPEC FIC A
a The thrust block b Face w atel - - _ 2 x FOUNDATION LEVEL
Being approzkn y 2. 2 0. - _ WHITE POST ti
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A �
..
a The concrete Moak ahoR M w r APWA SEE DETAIL ...,..�. .+.. INIMUM CONCRETE WIDTH SHALL BE 1 -1 2 I.D. +. 18".
V
P ...,• . n l ...... w .... ; BEDDING THE M /
an74 -•2ti: Depth a Concrete Thrust Block (De) ... .. /� y ... tf.•. .,.:. • :.,. .. t. _
ay.
Width a TYenaA h year atsaa Diameter a a Ii-
(f0 Poe O ... 1
_ ., , 5. TRENCH BACKFILL SHALL CONFORM TO BACKFILLING SEWER TRENCHES IN THE W
„
a oat et IX I=& ot n Feet 2 CLASS A DESIGN
_ ptoe +•.. 4 1 4 DIA. ( ) SANITARY SEWERS SECTION OF THE STANDARD SPECIFlCATIgNS, EXCEPT THAT ROCKS
T . Thrust h Pounds of 1Mf fit .(Table 1) / i
- s - aza
SBL Sah Beer►+iload s. PounaDrn� R. Tebie 2 ••
/sa ( ) L N° BE USED E
6 7.73 ft. n OR LUMPS LARGER THAN 1 PER FOOT OF PIPE .DIAMETER. SHALL NOT IN TH
°� 1 8 MIN. THICKNESS: „
h^ .D th aTmrh In Fast 2 / ..
W . rll�tln a Trw ah 16 fed 24 BACKFILL MATERIAL
A _ Ana acorn deb chid must Mora d the of canarele.
gd+ II
sW. a the t tt s5� . It Maxknum Length of Thrust 81od (Lm) CE CAST IRON VALVE
Hs nt of concrete 2 PIE
Hm - Mmhnurtt.Hat t a ths Thrud Black h root M •• •• AGGREGATES SECTION OF THE ;
��� _ 6. SEE BEDDING MATERIAL FOR RIGID PIPE IN THE AG
Do Depth a the ° Thrud t6erx BOX RICH SEATTLE TYPE W S E NO
A 7as E TE 4 LIMITS OF PIPE ZONE
. - - 3.ad m (SEE STANDARD SPECIFICATIONS, FOR THE MATERIAL SPECIFICATIONS,
to um 9neta`h of feet _ TTm _. o STEEL
un . Mmdmum th a the Thrud slack m Feet OR OLYMPIC FOUNDARY
L«rg 45 BEND II
ked Amount of concrete - He ht x 0. AS RE UIRED th Leo x o370a .Row � MP gttJ GROUND SUFACE Hm x tm x Dc). K 0:03704 TEE BACKFILL MATERIAL 7: SEE BEDDING MATERIAL FOR FLEXIBLE PIPE IN THE AGGREGATES SECTION OF
.: p O 0:03704 STANDARD SPECIFICATION FOR THE MATERIAL S ECIFICATI NS (SEE NOTE 5) 6 30 cu. yd ds� O EI .S TAiTti � VALVE MARKER POST 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FL W UN S
h d - 1 8 MIN THICKNESS
/
°
Hm3 4°
z
Thruet.at FRbngs
In Founds
Tees
BLOCK BASE [-Do
D
o
CLASS D
22 -1
W
4" MIN.
1/4 I.D.
12" MAX,
*
D. Gds
Bend
V)
7: Am of Concrete (A) - - Thrust In Pounds
soh Baarsg Load In Pounds . FQ
Band
3•
2 Maaknum H ! of Thrust Black Hm - Death of Tranoh i n .Fed -
2
- -
� 2
°
In
Thruet.at FRbngs
In Founds
Tees
W
CLASS D
22 -1
11 -1/4
4" MIN.
1/4 I.D.
12" MAX,
*
Dead. Endo
Bend
Bend
Ban
Band
3•
300
L120
3'
3,000
1630
gi0
530
1/2 O.D.
8•
g•
300
300
15.100
ila
21340
50
11.550
X3 b
5:550
1 700
4b2o
10•
1Y
276
290
21620
4930
MOO
4a:00D
18,540
26,660
8430
1 2M
4`330
8,> D
14•
1 8'
1
250
225
200
48;20D
45,250
50900
66:370
et000
2
7 ODD
36:340
3t820
3B tt4o
18A30
'19" 650
ee0
8,240
6050
1 1B0
b
20•
200
62:e40
sop
48,060
24;520
12,680
24�
30"
200
200
480
370
12y7,,g9p8p0
1287
$&fflD
1116,740
35,320
�
1 &100
3e
200
20'x,550
9'30
-
40,M
BEDDING MATERIAL MAINTAINED.
.•. ...:�
2 -1 4 INSIDE .MEASUREMENT FOR RIGID PIPE
'i.. /
„ SEE NOTE 6
t::' 2 -1 /4 DEPTH
B
FOUNDATION LEVEL
VALVE OPERATING NUT A
EXTENSION -�
0
$gd*BEND SECTION A A
11 =T 4
/
CLASS B C D DESIGN
(women of itpnan FIGURE 1 BEDDING FOR RIGID PIPE
& Depth a Concrete Thrust Bled, - MOU Dkmletr a PiPa M Feet) M.-d _ _
. p 2 TAME 2
Aroo of Concrete A Soh Raisins Imde M Lb./Rg, Fi
. t Medmum length of Thrust Block (tan) -R,_ -
Maxknum Height NOTE. FOR CONVEX VERTICAL BENDS BLOCKING
The ante baafiy load* a In the fo0eekn table pro far
& Rswksd Amount a Connote Cu. YcL (Height x Depth ■ Len . 0.0:7704. exceeds rethrusts nroinen the depth of pew over the pipe SEE APWA STANDARD PLAN N0. 73.
( > (mg Dom gth> enaeeae z tent
(Hm x. Lm x Do) a 0.03704 _ Safe gearing Land
E 19f8YElE SOIL Ib. per sa Fi
1. Pr W- - sly post. ate. T
Coleulaaef of the anent of concrete reoulred to block a 90• bend In an Or Bond 2.000
C.I. ester maim, the normal operating pressure In the pipe will M BS pal and the ao1 o d end � cemented with Clay 4&,O00D0D - CONCRETE BLOCKING SIZING PROCEDURE -
condition In the ono sdleotss send and gravel. Hard Snde .70;000
2 sm+tigx y
+m muck or Pod o thrusa shall be restrained by tae r O ADOPTED
Maahnum tssfklp (See Table 1) -300 . 0.75 R tb reds to eoild foundations r b*y ramowl of muds - V -
- Cold" dlorneter pplpa._ 9.05 ti. - 9:05 2 or and rap�aeemeni Ith Mllad et suMcient CITY - OF RENTON
- Go to Tabs 1: The en8 9 prerPnn of 300 p :sae datigity to ratat tkrusb. ♦ -.
- thd the thrust on. 0 90' bend In 21.380 ponds.
O_ STANDARD PLANS
N S O IST DATE: 12/96
- REFORMAT TO it' Y DCV DRT -
ICORRECIED COLUMN HEADINGS DCV I AC
DWG NAME: BR26 SP PAGE: 8085 -
DATE I REVISION 1 BY PPR
055 CONCRETE BLOCKING SIZING ROCS
P DUKE
Q
0)
PROPERTY LINE
Z
(
W (SEE NOTE 4) - LIMITS OF PIPE ZONE
VALVE OPERATION NUT E XTENSION NOTE: VALVE MARKER NOTES.
_r
EXTENSIONS ARE REQUIRED WHEN VALVE NUT VALVE MARKERS SHALL BE EQUAL TO 1' -0"
('ARSONITE UTILITY MARKER
IS MORE THAN THREE (3) FEET BELOW FINISHED.
* ,:
0 BE A MININMUM OF = -
SI ARE T I AND UNDER
GRADE. EXTENSIONS R BEDDING MATERIAL A 4 MIN. 27 I.D. LD A
VA ,. , .
VALVE MARKER POST TO BE USED FOR A
E R LL V OPERATING NUT EXTENSION
VALVE PERATIN
ONE 1 FOOT LONG. ONLY ONE. EXTENSION TO FOR FLEXIBLE PIPE s MIN. OVER 27 I.D.
MAIN LINE VALVES OUTSIDE PAVED AREAS
BE USED PER VALVE. SEE. NOTE 7 SANITARY SEWER
�L
AND VALVE MARKER. POST PIPE BEDDING FOR
Y Y '�
e V o "/. Asa-•'
ADOPTED ADOPTED O e�
• RE 'TO BE -MADE OF � � p a �2
NOTE. ALL EXTENSIONS A ,� FOUNDATION LEVEL ; , .� � .
U CITY OF ITIIdiTON a Z OL e
V CITY OF N&NTON 75
PAINTED STEEL;. SIZED AS NOTED, AND NTH + ® ♦ ♦ •a UJa•�
o I-
e
TWO COATS OF METAL PAINT: STANDARD i'vLNs ' STANDARD PLANE 17e a¢
- (l e
O a o
LET DAIS. 12 98 O
LIST DATE 4/97 e a
., MS / (CLASS F DESIGN)." N'T �5 ,o
tz/ee R.lpn,ot.d to n n7. DCV DRT DT o Ca.
-._ ,
4 -4-97 Corrected. note 4 OCV �'
f0 6 text B D __ __ e b
Eaead DDV Ao ED LNG FOR FLEXIBLE PIPE r�`
ATE 2 27 97 Revised not . 4,5,7 8.8. Added note 8 KJ o. ,(
SP AG 077 e
S
NA E. BW18C
P E B
DWG. M V�' .,
DWG. NAME. BR46 SP PAGE. 8090 a;
DATE REVISION 8Y APPR I N BY .PPR
DATE REVIS 0
��•Oeeaaoe °
VALVE OPERA SEWER-
AN ,t
i
090 ALV TING NUT EXTENSION 0 PIPE BEDDING FOR SANITARY SE
VALVE
AND MARKER POST
OPTIONAL , NOTES Vrr ^^
J .
1. When the driveway full
width exceeds 15 feet; construct a %
!'�
DRIVEWAY depth expansion joint (see Standard Plan F-3) with 3/8 " joint
RI filler along the driveway centerline: 00 j
(BY OTHERS) W
to } p
O FUTURE CEMENT CONCRETE 2• Construct expansion joints parallel with the centerline -as _ . 0 ..
U 6 r- a� W BUILDING SEWER PIPE BUILDING SEWER CURB &GUTTER required at 15 maximum spacing when driveway widths exceed P-4 tV fJ~ W
- _ - 30 : See Std. Plan F -3 for sidewalk details. x rs4' Y
--1 Q - - - - - - (SEE NOTE 3) O A O
- H H ,l W
w CEMENT CONCRETE H rn o la W
' r1 Z .. .• 3. Curb and gutter shown, see the Contract: Plans for the t C7
2 x 4 STUD SERVICE MARKER PAINT UPPER PEDESTRIAN CURB TYP. _ US to _
TEE WITH 6" SIDE OUTLET J OR11ON WHITE NS STENCIL ( ) RAMP WITH 12H:1 V curb design specified. See Std. Plan F 1 for curb details.
TLE I P n A NC L ON SIDE � H � w U
WORDING SEWER WITH 3 HIGH BLACK LETTERS. SLOPE (TYP.) -
AND 6 WIRE WRAPPED AROUND THE STUD AND 4. Avoid placing drainage structures, junction boxes or other
6" SIDE SEWER AND B w # CEMENT obstructions in front of driveway. entrances.
W (�
- BUILDING SEWER a o EXTENDED TO THE TOP OF THE STUD. CONCRETE DEPRESSED
01 z
m a I CURB & GUTTER 5. When driveway approaches are constructed in a commercial zone, O
UNLESS OTHERWISE APPROVED BY THE CITY MAKE TAP THROUGH CAST SIDEWALK W
TS (SEE NOTE 3) the concrete driveway entrance shall be thickened from 6 Inches.
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS to 10 inches. This includes concrete approach Types 1 -4, c7i O I�
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
c sidewalks constructed behind the driveway apron, and the curb and ^
1' a gutter associated with each driveway approach. CO O z
Ny Z W (A
a 60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 TYPE 1 ^a ISOMETRIC VIEW ^ M �i U
O- FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED SEE SHEET• 3
OR DUCTILE IRON PIPE. ! ��1 m
hOVG o Z
1:3:5 MIX tK
CONCRETE j. ��`MG� DRIVEWAY
BLOCKING �� �N 2y PN g�0 (BY OTHERS)
2% MIN SLOPE
OEM. CONC.
Q CURB &GUTTER
HORIZONTAL
0 (SEE NOTE 3)
6.. SIDE OUTLET TEE
SEWER MAIN CEMENT CONCRETE DRIVEWAY ENTRANCE
6.. MIN. SEWER MAIN DRIVEWAY ENTRANCE TYPES 1, 2, CONCRETE BLOCKING ANGLE SIDE SLOPE (TYP.)
TYPICAL SIDE SEWER ELEVATION REGOMMENDEP FoR APPROVAL OF TEE AT MAIN OVER 25 ! p
ELEVATION
STANDARD SIDE SEWER INSTALLATION CEMENT CONCRETE DEPRESSED Sheet 1 -�
� 0
(SEWER MAIN TO PROPERTY LINE) SIDEWALK, CURB & GUTTER Q'
J ZY p ADOPTED v7 : ®Cii'd°: /�® m
z NOTES ADOPTED (SEE NOTE 3) cJ CITY OF RENTON
W
_ m UNLESS OTHERWISE SHOWN ON PLAN SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY a CITY OF RENTOx
112 Z o ♦ ellp�q� Z
W 2 o LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. •f/ti
STANDARD PLANS (�
Z .� � � STANDARD PLANS �, O LST DATE: 04/04 i�ye 61�111�+.
o s fO LST DATE: 12/96 TYPE 2 ISOMETRIC VIEW
<4 W.
Acklitl
0,12
19 Edited note. DCV AG
SEE_ SHEET 4 1913/29911 on 0
.. DWG. NAME: F004 SP PAGE: F00
DATE REVISION BY APPR DWG. NAME. BR39 SP PAGE. 8078 DATE REVISION BY APPR DY• D
:
078 STANDARD SIDE, INSTALLATION 1 CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 1 2 Data:
_ T
W
(SEWER MAIN TO PROPERTY LINE N. .s.'
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR
13,x24 PU1S71C METER BOX EQUAL TO MID - STATES PLASTIC, _ � -
INC. BCF SERIES MSBCF 1324 -18 WITH 1.75" THICK DUCTILE COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 928, MUELLER
T POND PLATE AL TO crtr RevATE SUPER CENTURION 200, AND WATEROUS PACER WITH B" MECHANICAL Ile
IRON D A COVER READER MID STATES PLASTICS JOINT INLET r
INC. MSCBC- 1324 -R WITH READER UD AND 7 -5/8' DRILLED �RD WITH LUGS. 5 -1/4 MAIN VALVE OPENING. TWO 2 -1 /2-
HOLE FOR 1T3UCHREAD PIT LID (SEE DETAIL A -A) HOSE CONNECTIONS NATIONAL STANDARD THREADS 4" PUMPER z 2.5'
S m w CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR; W
IN UNIMPROVED RIGHT OF 4.875° SEATTLE THREAD X 5° STORZ, ATTACHED WITH 1/8" STAINLESS MIN MIN MIN IMINIMIN
WAY INSTALL METER BOX AT STEEL CABLE. 1 -i/4 PENTAGON OPERATING NUT. FIRE HYDRANT TO
o v °d PROPERTY ENE WITH 12 <
LONG COPPER TAILPIECE. BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATtVE 3 J
9° MIN PAINT No. 5780 -563 DiM ACRYLIC GLOSS, SAFETY YELLOW OR i M
72" MAX SIDEWALK APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS e
1 f1
FINISH l ttADE ° DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO :' . . ,
- 1 r .t '. :>. •,v t•..•, � BE USED IF REQUIRED.
:• .•T.,.� <y� : �+'..,, , '}•IA;t ,� :,<..<:: v TESi1NG DETAIL � . ..• .• e•
1 O- z
Q !.v� TOUCHRFAD WATER r ,
1 e �i METER TO BE 72• 18° TO 20" BEHIND BACK OF 6.5 MIN. V
38° IN CO.. St}}.,,s SUPPLIED BY THE CURB OR 12' BEHIND BACK OF to FI
M COVER r3 CITY SIDEWALK THAT IS ADJACENT TO
W I TYPE "K" SOFT �PiQj CURB TWO -PIECE CAST IRON VALVE BOX MATH LUG TYPE COVER.
1 COPPER TUBING. FO TANDARD 8° TOP SECTION 1 a 2.5r 1, 1 . � V /
--
EQUAL TO OLYMPIC FOUNDRY CO. ,
1 Q 22 -t/2 4.875° x 5° STORZ
WITH REGULAR BASE SECTION LENGTH TO FIT, VALVE NUT MIN MIN MIN MIN MIN
t� EXTENSION AS REQUIRED (SEE DWG BR48 /PAGE BG9G). I I _
NEW DUCTILE NEW D.I. WATER LINE
!IRON MAX • . 2" CLASS ,B,
• RAISED PAVEMENT MARKER TYPE 88
wATTxtkiAlN MIN 2� FACE OF CURB OR
IF SERVICE LINE TO HOUSE IS 3/4 OR 1" � AS S1IMSONITE TWO -WAY BLUE. . . . . .. .. . .:
( i- TO BE INSTALLED IN THE FUTURE GALVANIZED EDGE OF PAVEMENT
1 in INSTALL FORD 014-33 OR 44 FIDT PLUG lop
'1 x COMPRESSION COUPLING
42° MIN CONCRETE BLOCKING . . .. V
LOOP DOWN TO CENTERUNE BURY e W W
OF WATER MAIN TO PROVIDE
SLACK IN COPPER SERVICE TAPPING TEE MJxFL VERTICAL LANGS(M N T FOR POLYPIGGING ° ° • * 'E' , ,
COPPERSETiER FOR 5/8'x.•1/4. METER:. FORD ..� II - ( ) 7 -BOND FIANCE ON TOP WITH 2" TAP AND 2° PLUG � .. ACP. CLASS E OR B
LINE TO METER. V8H72 -15W- 44-330 OR MDDONALD B ASS: 21 -215 0 0 33 OR '� - x TAPPING GATE VALVE (FL XMJ)
R OLQQ >a,. O �t TEMPORARY PLUG WITH 2 -NCH TA 1 -BOND FLANGE ON BOTTOM 2'r CLASS 'B' VJ
MUELLER: 3/4-8-2470-w2 OUTLET NGLE BALL VALVE ON INLET AND i. -0) 1 P 1 -P
SINGLE CHECK VALVE ON OU11ET „ 1. AND 2 -INCH BLOW -OFF. ASSEMBLY LUG(MJ) WITH 2-TAP & 2 BLOW -OFF. ... .... ... .... .
r� °L CONCRETE BLOCKING TEMPORARY BLOCK : 6 CRUSHED
CORPORATION STOP. FORD TAPERED THREAD COPPERSE711ER. FOR 1" METERe FORD N3H72= 15W -44 -440, OR „ �• MAIN LINE TEE. WITH 5 FLANGE SIDE OUTLET. * �r _ V J
�GC).° QUICK JOINT MoDONALD BRASS: 21-415WCW", OR MUELLER: i -B- 2470 -2 i?, s
3/4 ,F1OOG -3-0) OR AY MCDONALD 47010 BOTH INLET AND OUTLET WITH PACK JOINT MTN GRIPPER. 8" GATE VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT 2 TO 6 SURFACING TOP COURSE
(1° FIDOO -4-0) OR AY MCDO14AID 4701Q PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK W
CLASS 'E' CENTER LINE OR
VALVE ON OUTLET. ALL PACK -JOINT FITTINGS SHALL BE WITH 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FlT ' ' ' ' ' ° ' " ' '
QUICK JOINT. 76 x B" x 4" 2 -3/4" COR- TENSTEEL TIE RODS. SEE STD DETAIL FOR ITE RODS. z OR . . . . .° CRUSHED ROCK, O
LANE LINE
MINIMUM CONCRETE � CLASS +B' .. .. .
• ' ..•.. ,•.•,�. FLOWABLE FILL
NOTE:. BLOCK UNDER
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE HYDRANT -1/2 YARD WASHED DRAIN ROCK (3-TO 3/8 °) MIN. r
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON \I* ABOVE BOOT FLANGE. PLACE 8 MIL - 3 - .. . " .. .. AS REQUIRED BY ENGINEER.
BOTH SIDES OF METER BOX. POLYETHYLENE FILM AROUND TOP AND SIDES OF Q
GRAVEL: c
o FINAL CONNECTION DETAIL ~
zO FIRE HYDRANT ASSEMBLY '^ w
- A - TYPICAL PATCH FOR FLEXIBLE PAVEMENT v )
. - A .. DRILL 7 -5/8° DIA. HOLE FOR AMR _ - : - - , _ / E E F-
(AUTOMATIC METER READ) TOUCHREAD DEVICE LEVEL ALL GROUND LL/
-i- 6.5 MIN. WHEN PERPENDICULAR TO O
MIN S RADIUS LEVEL ALL GROUND 2" DEPTH OF ROADWAY CENTERLINE V V
L a 2 -i/2 MIN. FROM NEAREST IN 3' RADIUS Y W
AND FRONT EDGE OF PIT UD �`- �1 -. -�1r NEW D.I. WATER LINE - GRIND OR SAWCUT AND .REMOVE �'C ADOPTED: Z Q W -
r �.- --i- v O C)TY OF 1tENTON O W _W
1 4.875'x5" III I_ _
8 1
STORZ ♦ + J
STANDARD PLANS
/ rn
TYPICAL ONE MAN ROCK - O.. LW DATE: 12/96
Q. V
RIB � �
NOTE: i * SEE DWG HR -05 FOR MINIMUM STANDARDS - DATE 10/20/2008
#
THE 'tCENTER OF THE HOLE MUST BE AT LEAST .!° FROM 6 _ - DWG. NAME: HR -23. SP PAGE: H032A.
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE I DATE REVISION BY PR
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN FILL AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF
- ONE RIB. JOB AND CONNECT TO VALVE WiTH D.I. SLEEVE (MJ) & D.I. SPOOLS .NO.
CUT FINAL CONNECTION BY CITY FORCES 4 TYPICAL PATCH FOR FLEXIBLE P A VE M E N T
HYDRANT LOCATION IN CUT OR FILL DWG NO.
))_
106
3Z4 8c 1 WATER SERVICE CE B1 N.T.s.
ER S 102 FIRE HYDRANT ASSEMBLY DETAIL 15 WATER CONNECTION DETAIL SHEET
Z WET TAP 8 0 F 8
on
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4" MIN.
1/4 I.D.
12" MAX,
*
*
ZERO
B
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D.
C
3/4 O.D.
1/2 O.D.
1/8 O.D.
O.D. -
-
IS MORE THAN THREE (3) FEET BELOW FINISHED.
* ,:
0 BE A MININMUM OF = -
SI ARE T I AND UNDER
GRADE. EXTENSIONS R BEDDING MATERIAL A 4 MIN. 27 I.D. LD A
VA ,. , .
VALVE MARKER POST TO BE USED FOR A
E R LL V OPERATING NUT EXTENSION
VALVE PERATIN
ONE 1 FOOT LONG. ONLY ONE. EXTENSION TO FOR FLEXIBLE PIPE s MIN. OVER 27 I.D.
MAIN LINE VALVES OUTSIDE PAVED AREAS
BE USED PER VALVE. SEE. NOTE 7 SANITARY SEWER
�L
AND VALVE MARKER. POST PIPE BEDDING FOR
Y Y '�
e V o "/. Asa-•'
ADOPTED ADOPTED O e�
• RE 'TO BE -MADE OF � � p a �2
NOTE. ALL EXTENSIONS A ,� FOUNDATION LEVEL ; , .� � .
U CITY OF ITIIdiTON a Z OL e
V CITY OF N&NTON 75
PAINTED STEEL;. SIZED AS NOTED, AND NTH + ® ♦ ♦ •a UJa•�
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TWO COATS OF METAL PAINT: STANDARD i'vLNs ' STANDARD PLANE 17e a¢
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LIST DATE 4/97 e a
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4 -4-97 Corrected. note 4 OCV �'
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Eaead DDV Ao ED LNG FOR FLEXIBLE PIPE r�`
ATE 2 27 97 Revised not . 4,5,7 8.8. Added note 8 KJ o. ,(
SP AG 077 e
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DWG. M V�' .,
DWG. NAME. BR46 SP PAGE. 8090 a;
DATE REVISION 8Y APPR I N BY .PPR
DATE REVIS 0
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VALVE OPERA SEWER-
AN ,t
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090 ALV TING NUT EXTENSION 0 PIPE BEDDING FOR SANITARY SE
VALVE
AND MARKER POST
OPTIONAL , NOTES Vrr ^^
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1. When the driveway full
width exceeds 15 feet; construct a %
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DRIVEWAY depth expansion joint (see Standard Plan F-3) with 3/8 " joint
RI filler along the driveway centerline: 00 j
(BY OTHERS) W
to } p
O FUTURE CEMENT CONCRETE 2• Construct expansion joints parallel with the centerline -as _ . 0 ..
U 6 r- a� W BUILDING SEWER PIPE BUILDING SEWER CURB &GUTTER required at 15 maximum spacing when driveway widths exceed P-4 tV fJ~ W
- _ - 30 : See Std. Plan F -3 for sidewalk details. x rs4' Y
--1 Q - - - - - - (SEE NOTE 3) O A O
- H H ,l W
w CEMENT CONCRETE H rn o la W
' r1 Z .. .• 3. Curb and gutter shown, see the Contract: Plans for the t C7
2 x 4 STUD SERVICE MARKER PAINT UPPER PEDESTRIAN CURB TYP. _ US to _
TEE WITH 6" SIDE OUTLET J OR11ON WHITE NS STENCIL ( ) RAMP WITH 12H:1 V curb design specified. See Std. Plan F 1 for curb details.
TLE I P n A NC L ON SIDE � H � w U
WORDING SEWER WITH 3 HIGH BLACK LETTERS. SLOPE (TYP.) -
AND 6 WIRE WRAPPED AROUND THE STUD AND 4. Avoid placing drainage structures, junction boxes or other
6" SIDE SEWER AND B w # CEMENT obstructions in front of driveway. entrances.
W (�
- BUILDING SEWER a o EXTENDED TO THE TOP OF THE STUD. CONCRETE DEPRESSED
01 z
m a I CURB & GUTTER 5. When driveway approaches are constructed in a commercial zone, O
UNLESS OTHERWISE APPROVED BY THE CITY MAKE TAP THROUGH CAST SIDEWALK W
TS (SEE NOTE 3) the concrete driveway entrance shall be thickened from 6 Inches.
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS to 10 inches. This includes concrete approach Types 1 -4, c7i O I�
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
c sidewalks constructed behind the driveway apron, and the curb and ^
1' a gutter associated with each driveway approach. CO O z
Ny Z W (A
a 60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 TYPE 1 ^a ISOMETRIC VIEW ^ M �i U
O- FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED SEE SHEET• 3
OR DUCTILE IRON PIPE. ! ��1 m
hOVG o Z
1:3:5 MIX tK
CONCRETE j. ��`MG� DRIVEWAY
BLOCKING �� �N 2y PN g�0 (BY OTHERS)
2% MIN SLOPE
OEM. CONC.
Q CURB &GUTTER
HORIZONTAL
0 (SEE NOTE 3)
6.. SIDE OUTLET TEE
SEWER MAIN CEMENT CONCRETE DRIVEWAY ENTRANCE
6.. MIN. SEWER MAIN DRIVEWAY ENTRANCE TYPES 1, 2, CONCRETE BLOCKING ANGLE SIDE SLOPE (TYP.)
TYPICAL SIDE SEWER ELEVATION REGOMMENDEP FoR APPROVAL OF TEE AT MAIN OVER 25 ! p
ELEVATION
STANDARD SIDE SEWER INSTALLATION CEMENT CONCRETE DEPRESSED Sheet 1 -�
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(SEWER MAIN TO PROPERTY LINE) SIDEWALK, CURB & GUTTER Q'
J ZY p ADOPTED v7 : ®Cii'd°: /�® m
z NOTES ADOPTED (SEE NOTE 3) cJ CITY OF RENTON
W
_ m UNLESS OTHERWISE SHOWN ON PLAN SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY a CITY OF RENTOx
112 Z o ♦ ellp�q� Z
W 2 o LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. •f/ti
STANDARD PLANS (�
Z .� � � STANDARD PLANS �, O LST DATE: 04/04 i�ye 61�111�+.
o s fO LST DATE: 12/96 TYPE 2 ISOMETRIC VIEW
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19 Edited note. DCV AG
SEE_ SHEET 4 1913/29911 on 0
.. DWG. NAME: F004 SP PAGE: F00
DATE REVISION BY APPR DWG. NAME. BR39 SP PAGE. 8078 DATE REVISION BY APPR DY• D
:
078 STANDARD SIDE, INSTALLATION 1 CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 1 2 Data:
_ T
W
(SEWER MAIN TO PROPERTY LINE N. .s.'
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR
13,x24 PU1S71C METER BOX EQUAL TO MID - STATES PLASTIC, _ � -
INC. BCF SERIES MSBCF 1324 -18 WITH 1.75" THICK DUCTILE COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 928, MUELLER
T POND PLATE AL TO crtr RevATE SUPER CENTURION 200, AND WATEROUS PACER WITH B" MECHANICAL Ile
IRON D A COVER READER MID STATES PLASTICS JOINT INLET r
INC. MSCBC- 1324 -R WITH READER UD AND 7 -5/8' DRILLED �RD WITH LUGS. 5 -1/4 MAIN VALVE OPENING. TWO 2 -1 /2-
HOLE FOR 1T3UCHREAD PIT LID (SEE DETAIL A -A) HOSE CONNECTIONS NATIONAL STANDARD THREADS 4" PUMPER z 2.5'
S m w CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR; W
IN UNIMPROVED RIGHT OF 4.875° SEATTLE THREAD X 5° STORZ, ATTACHED WITH 1/8" STAINLESS MIN MIN MIN IMINIMIN
WAY INSTALL METER BOX AT STEEL CABLE. 1 -i/4 PENTAGON OPERATING NUT. FIRE HYDRANT TO
o v °d PROPERTY ENE WITH 12 <
LONG COPPER TAILPIECE. BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATtVE 3 J
9° MIN PAINT No. 5780 -563 DiM ACRYLIC GLOSS, SAFETY YELLOW OR i M
72" MAX SIDEWALK APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS e
1 f1
FINISH l ttADE ° DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO :' . . ,
- 1 r .t '. :>. •,v t•..•, � BE USED IF REQUIRED.
:• .•T.,.� <y� : �+'..,, , '}•IA;t ,� :,<..<:: v TESi1NG DETAIL � . ..• .• e•
1 O- z
Q !.v� TOUCHRFAD WATER r ,
1 e �i METER TO BE 72• 18° TO 20" BEHIND BACK OF 6.5 MIN. V
38° IN CO.. St}}.,,s SUPPLIED BY THE CURB OR 12' BEHIND BACK OF to FI
M COVER r3 CITY SIDEWALK THAT IS ADJACENT TO
W I TYPE "K" SOFT �PiQj CURB TWO -PIECE CAST IRON VALVE BOX MATH LUG TYPE COVER.
1 COPPER TUBING. FO TANDARD 8° TOP SECTION 1 a 2.5r 1, 1 . � V /
--
EQUAL TO OLYMPIC FOUNDRY CO. ,
1 Q 22 -t/2 4.875° x 5° STORZ
WITH REGULAR BASE SECTION LENGTH TO FIT, VALVE NUT MIN MIN MIN MIN MIN
t� EXTENSION AS REQUIRED (SEE DWG BR48 /PAGE BG9G). I I _
NEW DUCTILE NEW D.I. WATER LINE
!IRON MAX • . 2" CLASS ,B,
• RAISED PAVEMENT MARKER TYPE 88
wATTxtkiAlN MIN 2� FACE OF CURB OR
IF SERVICE LINE TO HOUSE IS 3/4 OR 1" � AS S1IMSONITE TWO -WAY BLUE. . . . . .. .. . .:
( i- TO BE INSTALLED IN THE FUTURE GALVANIZED EDGE OF PAVEMENT
1 in INSTALL FORD 014-33 OR 44 FIDT PLUG lop
'1 x COMPRESSION COUPLING
42° MIN CONCRETE BLOCKING . . .. V
LOOP DOWN TO CENTERUNE BURY e W W
OF WATER MAIN TO PROVIDE
SLACK IN COPPER SERVICE TAPPING TEE MJxFL VERTICAL LANGS(M N T FOR POLYPIGGING ° ° • * 'E' , ,
COPPERSETiER FOR 5/8'x.•1/4. METER:. FORD ..� II - ( ) 7 -BOND FIANCE ON TOP WITH 2" TAP AND 2° PLUG � .. ACP. CLASS E OR B
LINE TO METER. V8H72 -15W- 44-330 OR MDDONALD B ASS: 21 -215 0 0 33 OR '� - x TAPPING GATE VALVE (FL XMJ)
R OLQQ >a,. O �t TEMPORARY PLUG WITH 2 -NCH TA 1 -BOND FLANGE ON BOTTOM 2'r CLASS 'B' VJ
MUELLER: 3/4-8-2470-w2 OUTLET NGLE BALL VALVE ON INLET AND i. -0) 1 P 1 -P
SINGLE CHECK VALVE ON OU11ET „ 1. AND 2 -INCH BLOW -OFF. ASSEMBLY LUG(MJ) WITH 2-TAP & 2 BLOW -OFF. ... .... ... .... .
r� °L CONCRETE BLOCKING TEMPORARY BLOCK : 6 CRUSHED
CORPORATION STOP. FORD TAPERED THREAD COPPERSE711ER. FOR 1" METERe FORD N3H72= 15W -44 -440, OR „ �• MAIN LINE TEE. WITH 5 FLANGE SIDE OUTLET. * �r _ V J
�GC).° QUICK JOINT MoDONALD BRASS: 21-415WCW", OR MUELLER: i -B- 2470 -2 i?, s
3/4 ,F1OOG -3-0) OR AY MCDONALD 47010 BOTH INLET AND OUTLET WITH PACK JOINT MTN GRIPPER. 8" GATE VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT 2 TO 6 SURFACING TOP COURSE
(1° FIDOO -4-0) OR AY MCDO14AID 4701Q PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK W
CLASS 'E' CENTER LINE OR
VALVE ON OUTLET. ALL PACK -JOINT FITTINGS SHALL BE WITH 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FlT ' ' ' ' ' ° ' " ' '
QUICK JOINT. 76 x B" x 4" 2 -3/4" COR- TENSTEEL TIE RODS. SEE STD DETAIL FOR ITE RODS. z OR . . . . .° CRUSHED ROCK, O
LANE LINE
MINIMUM CONCRETE � CLASS +B' .. .. .
• ' ..•.. ,•.•,�. FLOWABLE FILL
NOTE:. BLOCK UNDER
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE HYDRANT -1/2 YARD WASHED DRAIN ROCK (3-TO 3/8 °) MIN. r
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON \I* ABOVE BOOT FLANGE. PLACE 8 MIL - 3 - .. . " .. .. AS REQUIRED BY ENGINEER.
BOTH SIDES OF METER BOX. POLYETHYLENE FILM AROUND TOP AND SIDES OF Q
GRAVEL: c
o FINAL CONNECTION DETAIL ~
zO FIRE HYDRANT ASSEMBLY '^ w
- A - TYPICAL PATCH FOR FLEXIBLE PAVEMENT v )
. - A .. DRILL 7 -5/8° DIA. HOLE FOR AMR _ - : - - , _ / E E F-
(AUTOMATIC METER READ) TOUCHREAD DEVICE LEVEL ALL GROUND LL/
-i- 6.5 MIN. WHEN PERPENDICULAR TO O
MIN S RADIUS LEVEL ALL GROUND 2" DEPTH OF ROADWAY CENTERLINE V V
L a 2 -i/2 MIN. FROM NEAREST IN 3' RADIUS Y W
AND FRONT EDGE OF PIT UD �`- �1 -. -�1r NEW D.I. WATER LINE - GRIND OR SAWCUT AND .REMOVE �'C ADOPTED: Z Q W -
r �.- --i- v O C)TY OF 1tENTON O W _W
1 4.875'x5" III I_ _
8 1
STORZ ♦ + J
STANDARD PLANS
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TYPICAL ONE MAN ROCK - O.. LW DATE: 12/96
Q. V
RIB � �
NOTE: i * SEE DWG HR -05 FOR MINIMUM STANDARDS - DATE 10/20/2008
#
THE 'tCENTER OF THE HOLE MUST BE AT LEAST .!° FROM 6 _ - DWG. NAME: HR -23. SP PAGE: H032A.
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE I DATE REVISION BY PR
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN FILL AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF
- ONE RIB. JOB AND CONNECT TO VALVE WiTH D.I. SLEEVE (MJ) & D.I. SPOOLS .NO.
CUT FINAL CONNECTION BY CITY FORCES 4 TYPICAL PATCH FOR FLEXIBLE P A VE M E N T
HYDRANT LOCATION IN CUT OR FILL DWG NO.
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106
3Z4 8c 1 WATER SERVICE CE B1 N.T.s.
ER S 102 FIRE HYDRANT ASSEMBLY DETAIL 15 WATER CONNECTION DETAIL SHEET
Z WET TAP 8 0 F 8
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