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CONCRETE BLOCKING SI➢NO PROCEDURE
A 9EBEBAL
The amount of aancrsts regained to anchor hodxontd
bands, twos, and dead ends depends on the etmgth
of the sot. The methods of packhq kxxhonets to Beep
the *Int =,*Ue Is sham In ngure 1. The area
In sguane feet of concrete rdtkh ymust bear agalnet
tthe side hrust In°f the trench ispounds shaim In Table bl by�thegsofe
t=load of the l as shown In Table 2.
B. co
1. The °izMy Dproeeduro Is for horizontal or
derrrwad ithmet only.
Z Height of the thrust block must be squd
to fa lees than 1/2 the depth from the ground
surfer to the lu bass.
3. The thrust block bearInq taco Is approximately
reetcrhgalar.
4. The Mae b e�ddnq hall be °s per APWA
0. ,S.YII S@Mb.Sso 4.
d - Outside Diameter of Pipe In Feet
T - Thrust In Pound° at the FNUrr{tqq (Table 1)
SBL - Soh Bearing Load In Pounds/sg. Ft (Table 2)
h Dof Tranrh in Feet
W VA1gth of Trench In Fast
A - Area of Concrah which must bear against the
Side of the Trandh In W. Ft
Hm - Maximum Height of the Thrust Block In het
Do - Depth of the orsh ru ThN Block
to Bearing Surface In Feet
Ion - Maxknum Length of the Thrust Block In Fast
GROUND SUFACE
h `� d
Hm-- 2
BLOCK BASE
Dc
D. CALCULATION m n.TION EQUATIONS
W
1. Area of Concrete (A) - Thrust In Pounds _ T
Safe Bearing Load In Pounds4 Ft �C
2 Madmum Height of Thrust Block (Hon) - Depth of Trench In Feet h
eL - 2
With of Trench h F..t) -
3. Depth of Concrete Thrust Block - Outsde DkmNr of Ppe In Fee) _ W-d
2 2
4. Maximum Length of Thrust Block (Lm) - Area of Connate _ A
Maxknum Height Hm
A ReWind Amount of Connote (Cu. Yd.) - (Heght x Depth x Length) x O037D4
- (Hon x 1m x Do) x 0.03704
E EX&MEL
1. Boobi-
Cdculati°n of the amount of concrete required to block a 90' band in an Y
- Go to Table Z• Table 2 aMs the *a% hearing load for
sand and growl: 3,0001bs./sg. ft.- Go to Flquro 1: flguro 1 iadkxrtee the poeitlan of the concrete for bbckng the 90' bend.
- Go to the paeUone of the project and find
depth of tranM h - 4 het
- Width of tnenah M - 3 het
With the above aseemblad Information,
we proceed to the Mal calculations:
Area of Concrete (A) - Thn1°t - 2y360 - 7.12 eg ft.
Bearing Load 3.000
- Maxhnum Height of Thrust Block (Hm) - Depth of Tren2ch In Fast
2 - p -2.0 tL
- Depth of Concrete Thrust Block (Dc)
- With of Tranah In Fast (W) - Outside Diameter of Pipe (d)
2
3-0.75 -1.13R
2
- Maximum Length of Threat Block (Um) - Arm of Concrete
Height of Concrete
A _ 7.12 _ 3,56 fl
Hm ZO
Rewksd Amount of Concrete - (Height x Depth x Length) x 0.03704
Hm x Lon x Da) x 0.03704
Z0 x 3.56 z 1.13) x 0.03704
- 0.30 .. yd.
raw c ,
SW
pp51 f°
Thrust at Fittings
in Pounds
Ter
90'
45'
22-1
11-1/4
Dead Ends
Bend
Band
Ban
Band
Y
300
Z120
35,.000
1.630
630
430
e
300
388,,,780
y72,70
4910
10
7 470
750
B'
.TROD
151700
,100
21,380
d g550
5,8B0
4020
10"
tY
275
250
21 620
U930
30,570
48,000
166,,540
25.fi50
68,,430
13,260
4,330
6.780
14'
250
46,200
M370
35,340
18,030
0.240
16"
t6"
225
20D
45,250
50.900
64v000
72.000
34.620
38.940
17.650
1060
9 050
Wino
20"
20.
200
20D
SZUO
90480
8888,,900
48,080
24,520
12,560
30'
200
141370
127.980
19pp,,9B0
8899,,200
104150
M320
55,140
18,100
28.280
36"
200
20�,SB0
287,�0
155,740
79,400
40.720
TABLE 2
The eeh b-bg loads gluon In the foibwInq table cre for
harlmntd thrush when the depth of much over the pipe
a.oeeds 2 feet
Soh Sewing Load
.AIL Lh. nee Se. F!
m°O ° 1,0 p 'y
Sand 2 000
Sand d Qaval
CAP
22-1/20
450BEND
TEE
11-1/40 900BEND
FIGURE 1
NOTE: FOR CONVEX VERTICAL BENDS BLOCKING
SEE APWA STANDARD PLAN NO. 73.
C.I. water main; the normal operating p-re In the pipe will be 65 pal and the eel °^ 3•�
condition In the area Indicates canal and gravel. Sohn d D onsl Cwmented elth Clay 10 CONCRETE BLOCKING SIZING PROCEDURE
Z �Y ADOPTED
Mn muck to peat all throsb andl r nestraIned by pIr or ��� CITY OF RENTON
- Madmum tasOnq propane (Sr Table . - 05 L - 0.75 R tk rods to calk foundationsnwith
or by ramf sufficient
of muck U T
- Go to diomelar of S pis - 9.05 In. - 9.05 2 ar ppesaatt and rraseisarmant wNh ballast of auflkHnt
- Go to Table 1: The
taWng pressure o1 ]00 � wee stabiny to reeit thNsh. ♦� I�
that the thrust an a 90' brd 1. 21�360 pounds. I
STANDARD PLANS
LST DATE: 12/96
12/96 REFORMAT TO 11"x17" IDCV DRT
3 B 95 CORRECTED COLUMN HEADINGS DCV AG DATE I REVISION I BYAPPR DWG. NAME: BR26 SP PAGE: B085
085 CONCRETE BLOCKING SIZING PROCEDURE
U --
PROPERTY LINE
0 FUTURE
6" BUILDING SEWER PIPE r� - BUILDING SEWER
L
Z 2"x 4" STUD SERVICE MARKER PAINT UPPER
7TEE WITH 6" SIDE OUTLET -' I PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
w AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER o 0 EXTENDED TO THE TOP OF THE STUD.
a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
60" ALLOWABLE MAX.
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
V�
1:3:5 MIX G
CONCRETE 1 LE G�NN
BLOCKING �P 2`' PN e�0
MAN Py (20
GON 2% MIN SLOPE
HORIZONTAL
A A
PLAN VIEW
\\wA�TERJ/
VALVE BOX LID WITH EARS
IN DIRECTION OF WATER
MAIN AND WORD "WATER"
CAST INTO IT
SEE DETAIL
El
nV1
SECTION A -A
2" SQUARE
OPERATING NUT
4-1/4" DIA.
1/8" MIN. THICKNESS
2 PIECE CAST IRON VALVE
BOX, RICH-SEATTLE TYPE
OR OLYMPIC FOUNDARY 1" STEEL
LENGTH AS REQUIRED
1/8" MIN. THICKNESS
/ 2-1/4- INSIDE MEASUREMENT
2-1/4" DEPTH
VALVE OPERATING NUT
EXTENSION
T3"
38" MIN.
WIDTH /
62"
I
24"
VALVE MARKER POST
WHITE POST
VALVE OPERATION NUT EXTENSION NOTE: VALVE MARKER NOTES:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT VALVE MARKERS SHALL BE EQUAL TO
IS MORE THAN THREE (3) FEET BELOW FINISHE=D CARSONITE UTILITY MARKER
GRADE. EXTENSIONS ARE TO BE A MINVALVE MARKER POST TO BE USED FOR ALL VALVE OPERATING NUT EXTENSION
ONE SFOOT LONG. ONLY ONE EXTENSIONSION OF
TC MAIN LINE VALVES OUTSIDE PAVED AREAS
BE USED PER VALVE. AND VALVE MARKER POST
NOTE: ALL EXTENSIONS ARE TO BE MADE OF ADOPTED c;crrY OF RENTON
STEEL, SIZED AS NOTED, AND PAINTED WITH
TWO COATS OF METAL PAINT. �I N STANDARD PLANS
LST DATE:12/96
12/96 Rehrm°t°d to 11'xl7*. 01,V DRF
10/S/6 Fed te Dcv Ac
DATE REVISION BY APPR DWG. NAME: BR46 SP PAGE: B090
090 VALVE OPERATING NUT EXTENSION
AND VALVE MARKER POST
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFILL MATERIAL
(SEE NOTE 5) -�
CONCRETE CLASS C
(SEE NOTE 8)
C
FOUNDATION LEVEL �1
(CLASS yA`DESIGN) -r
�- W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFILL MATERIAL
(SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) LIMITS OF PIPE ZONE
1 D„
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING, THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFILL MATERIAL.
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED,
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4" MIN.
1/41.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.
-
BEDDING MATERIAL
* A = 4" MIN. 27" I.D. AND UNDER
FOR FLEXIBLE PIPE
B
6" MIN. OVER 27" I.D.
(SEE NOTE 7)
PIPE BEDDING FOR SANITARY SEWER
FOUNDATION LEVEL
A
c�0 F�RENTON
�I ��
STANDARD P11tN9
(CLASS F DESIGN)
NSO� LST DATE:
BEDDING FOR FLEXIBLE PIPE
4-4-97 Corrected note 4 DCV DT
2-21-9t Revised not 4,5,7,a a Added note 6 KJ ---- DWG. NAME: BW18C SP PAGE: BO
DATE
REVISION APPR
_4BY
PPE
BEDDING
FOR SANITARY SEWER
07�
_
OPTIONAL
NOTES:
1. When the driveway width exceeds 15 feet, construct a full
DRIVEWAY
depth expansion joint (see Standard Plan F-3) with 3/8" joint
(BY OTHERS)
filler along the driveway centerline.
CEMENT CONCRETE
2• Construct expansion joints parallel with the centerline as
CURB &GUTTER
required at 15' maximum spacing when driveway widths exceed
(SEE NOTE 3)
30'. See Std. Plan F-3 for sidewalk details.
CEMENT CONCRETE
PEDESTRIAN CURB (TOP.)
3. Curb and gutter shown, see the Contract. Plans for the
RAMP WITH 12H:1 V
curb design specified. See Std. Plan F-1 for curb details.
SLOPE (TYP.)
4. Avoid placing drainage structures, junction boxes or other
CEMENT
obstructions in front of driveway entrances.
CONCRETE
DEPRESSED
SIDEWALK
CURB & GUTTER
5. When driveway approaches are constructed in a commercial zone,
(SEE NOTE 3)
the concrete driveway entrance shall be thickened from 6 inches
to 10 inches. This includes concrete approach Types 1-4,
sidewalks constructed behind the driveway apron, and the curb and
TYPE 1 ISOMETRIC VIEW
gutter associated with each driveway approach.
SEE SHEET 3
6" SIDE OUTLET TEE
SEWER MAIN
6" MIN. SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
STANDARD SIDE SEWER INSTALLATION CEMENT CONCRETE
(SEWER MAIN TO PROPERTY LINE) SIDEWALK
NOTE: ADOPTED
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY �'� CrTY OF RENTON
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD PLANS
F O LST DATE: 12/96
to 17 9 Edited note. DCV AG DATE I REVISION DWG. NAME: BR39 SP PAGE: B078
BY APPR
0�8 STANDARD SIDE SEWER INSTALLATION
DRIVEWAY
(BY OTHERS)
(SEWER MAIN TO PROPERTY LINE) U
13"x24' PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
INC. BCF SERIES MSBCF 1324-18 WITH 1.75' THICK DUCTILE
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, OTY
PMYAIE
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
INC. MSCBC-1324-R WITH READER UD AND 1-5/8' DRILLED PFING
RPNG
JOINT INLET WITH LUGS. 5-1/4- MAIN VALVE OPENING. TWO 2-1/2-
HOLE FOR TOUCHREAD PIT UD (SEE DETAIL A -A)
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
W W
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
IN UNIMPROVED RIGHT OF z
4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
WAY INSTALL METER BOX AT
PROPERTY LINE WITH 12"
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
W LONG COPPER TAILPIECE. W
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
9' MIN SIDEWALKPAINT
12" MAX
APPU20VED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS
FINISH GRADE
`
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
z s TOUCHREAD WATER
Z. METER TO BE
is
18" TO 20" BEHIND BACK OF
12'
38' MIN COVER 0 SUPPLIED BY THE
CURB OR 12" BEHIND BACK OF
SIDEWALK THAT IS ADJACENT TO
CITY
COPE 'K' SOFT
COPPER TUBING
i
N""8
CURB TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
22-1/2
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8' TOP SECTION
4.875" x 5" STORZ WITH REGULAR BASE SECTION LENGTH TO MT. VALVE NUT
EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090).
NEW DUCTILE
IRON
MAX
WATERMAIN
MIN 2' j RAISED PAVEMENT MARKER TYPE 88
IF SERVICE LINE TO HOUSE IS 3/4'
OR 1'
A8 STIMSONITE TWO-WAY BLUE.
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14-33 OR 44 FlDT PLUG
x COMPRESSION COUPLING
42' MINy __ i- CONCRETE BLOCKING
LOOP DOWN TO CENTERUNE
OF WATER MAIN TO PROVIDE
SLACK IN COPPER SERVICE COPPERSETTER FOR 5/8%3/4" METER: FORD
LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR
MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP. FORD TAPERED THREAD COPPERSET IER FOR 1" METER: FORD VBH72-15W-44-44G, OR
(CC). QUICK JOINT McDONALD BRASS: 21-415WCOQ44, OR MUELLER: 1-B-2470-2
(3/4' F100D-3-G) OR AY MCDONALD 4701Q BOTH INLET AND OUTLET WITH PACK JOINT WTH GRIPPER.
(1" F1000-4-G) OR AY MCDONALD 4701Q PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK
VALVE ON OUTLET. ALL PACK -JOINT FITTINGS SHALL BE WITH
QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TD OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
A- A DRILL 1-5/8' DIA. HOLE FOR AMR
(AUTOMATIC METER READ) TOUCHREAD DEVICE
L _ 2-1/2" MIN. FROM NEAREST
r AND FRONT EDGE OF PIT LID
I
TYPICAL
RIB
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE I
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
3 /4" 8c 1 " WATER SERVICE
MAIN UNE TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESIDENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
16" x 8" x 4' 2-3/4' COR-TENSTEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
MININUM CONCRETE
BLOCK UNDER
HYDRANT -1/2 YARD WASHED DRAIN ROCK (3-TO 3/8") MIN.
1' ABOVE BOOT FLANGE. PLACE B MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
MIN 3' RADIUS LEVEL ALL GROUND
MIN 3' RADIUS
1 4.875' x 5'
�6 1 STORZ
ONE MAN ROCK
1
6p
FILL
CUT HYDRANT LOCATION IN CUT OR FILL
FIRE HYDRANT ASSEMBLY DETAIL
CEM. CONC.
CURB &GUTTER
(SEE NOTE 3)
DRIVEWAY ENTRANCE
SIDE SLOPE (TYP.)
DEPRESSED
CURB & GUTTER
(SEE NOTE 3)
TYPE 2 ISOMETRIC VIEW
SEE SHEET 4 It1on of Note 5. Note an detail
DATE I REVISION
N.T.S.
TESTING DETAIL
. , O NEW D.I. WATER LINE
TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING
TAPPING GATE VALVE (FL XMJ) 1-BUND FLANGE ON TOP WITH 2" TAP AND 2' PLUG
TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-BUND FLANGE ON BOTTOM
AND 2-INCH BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2`TAP & 2" BLOW -OFF
CONCRETE BLOCKING TEMPORARY BLOCK
Z
a
3
0
FINAL CONNECTION DETAIL
Z
NEW D.I. WATER UNE
AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF
AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
WATER CONNECTION DETAIL.
WET TAP
CEMENT
CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2,
Sheet 1
tiRY p
ADOPTED
V\� n
♦(
CITY OF RENTON
-
�&
STANDARD PLANS
N i O�
LST DATE: 04/04
DWG. NAME: F004 SP PAGE: FOOD
MIN MIN MIN MIN MIN
2" CLAS
* 2"
CLA
CLA
R 346806
RE CG; ;: ;WpED f APPROVAL
gy; DOW.
by: � Date.
By: Pate
OF CURB OR
OF PAVEMENT
2" CLASS ' B'
;ENTER LINE OR
ANE LINE
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN MIN MIN MIN MIN
*ACP CLASS 'E' OR 'B'
6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO
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6.5 MIN.
2" DEPTH OF
ROADWAY CENTERLINE
C
G
U
GRIND OR SAWCUT AND REMOVE
\�Y O ADOPTED
v
LULL
z
♦-
ul
CITY OF RENTON
♦I�
Of
STANDARD PLANS
U
(
N S O LST DATE: 12/96
* SEE DWG# HR-05 FOR MINIMUM STANDARDS
DATE
10/20/2008
DATE
REVISION BY APPR DWG. NAME: HR-23 SP PAGE: H032A
JOB NO.
i4� TYPICAL
PATCH FOR FLEXIBLE PAVEMENT
N.T.S.
DWG NO.
SHEE-
g OF
U)
_J
W
C)