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FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M do H 929,
MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL 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 STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON
OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563
DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY
RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED.
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.
4.875" x 5" STORZ 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).
MAX 4� RAISED PAVEMENT MARKER TYPE 88
MIN 2" _ AS STIMSONITE TWO-WAY BLUE.
42" MIN
CONCRETE BLOCKING
BURY
MAIN LINE 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
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
111=01-M
1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETH
YLENE FILM AROUND TOP AND SIDES OF GRAVEL
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
MIN 3' RADIUS LEVEL ALL GROUND
MIN 3' RADIUS
4.875' x 5"
/ STORZ
ONE MAN ROCK LT
6 V,
'1 r1 i i
CUT
HYDRANT LOCATION IN CUT OR FILL
FIRE HYDRANT ASSEMBLY DETAIL
ADOPTED
CITY OF RENTON
Standard plans
LST DATE:04/04
DATE REVISION BY APPW DWG. NAME: BR24 SP PAGE: B102
SIDEWALK DRIVEWAY OR ALLEY
CONSTRUCTION ALL 90°TURNS SHALL BE ACCOMPLISHED
NOTES AND DETAILS / BY.MEANS
SHALL AND
ACCEPT BLEWO
7 NOTES:
4 CLEANDUT WYE WITH 1. Prior to installation of a sanitary sewer connection,
EXPANSI❑N J❑INTS
5 S' RES SEE NOTE 2
�Cj�S IS, MI^MIN T A LJ
U ' 6' MIN \ o
3/ EXPANSI❑N tilA TO S 0 M VA) UX
2Sy J❑INTS yAkAk, 1'� U w¢
SEE NOTE 2
1 SEE NOT
SIDEWALK 1D„T / 6" RESIDENTIAL
18" 10 COMMERCIAL OR
INDUSTRIAL
CURB AND GUTTER
ALTERNATE 1 A SEE DETAIL "A"
WHEN THERE IS A PLANTING STRIP 10"
3/8" EXPANSION
J❑INTS
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3/8" EXPANSI❑N
J❑INTS
SEE NOTE 2
L 4„
EXPANSION J❑INT
DRIVEWAY OR ALLEY
S-
��� SIDEWALK
SHOWN HOWEVER,
OTHER CURBS MAY
BE USED (SEE SECTI❑N A -A
STANDARD PLANS)
SCORE LINE
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- 18„
DETAIL A
APPROACH WITH
M❑N❑LITHIC CURB
SEE NOTE 5
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ALTERNATE 2 a"
10"
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WHEN SIDEWALK IS NEXT TO CURB
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N❑TE CEMENT CONCRETE DRIVEWAY
1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C, THEY SHALL OR ALLEY APPROACH
NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL EXTEND 2-1/4" DEEP.
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2.1/2" THRU J❑INTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH,
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3, CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED Y O ADOPTED
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4, ALL J❑INTS SHALL BE CLEANED AND EDGED. v A IBM CITY OF RENTON
5, APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE POURED
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INTEGRAL WITH STANDARD CURB (SEE DETAIL "A"), Standard plans
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6, SUBGRADE C❑MPACTI❑N SHALL BE 95% M❑DIFIED PR❑CT❑R. LST DATE: 12/1s/s1
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DATE REVISION BY APPR'D DWG. NAME: FR01 N SP PAGE: FC06
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CEMENT CONCRETE APPROACH FOR
DRIVEWAYS AND ALLEYS RAISE-1/2"
WIDE BORDER
NOT TO SCALE
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TOP
OF
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EL=
19.00
TOP
OF
ROCK
EL.=
18.50
BOTTOM
OF
ROCK
EL=
18.0
22' MIN
FLOW DEPTH=0.2' MAX
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7 �o
6" MIN. DEPTH, 2"-6" DIA.
QUARRY SPALLS
OVERFLOW SPILLWAY DETAIL
NOT TO SCALE
NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. ALL JOINTS SHALL BE GROUTED.
5. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC-CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
6. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C-443.
7. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
8. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL.
ADJUSTING RINGS OR -
BLOCKS AS REQUIRED.
24" x 6" FRAME AND LOCKING LID
PER DRAWING BR29.
4" MIN. TO 12" MAX.
.•'•
ADAPTOR COLLAR
+
PRECAST VALVE
'
8" OR 12" •'
16"
i'
CHAMBER CONE
RUBBER GASKET
PIPE
31" MIN. TO 48" MAX.
R.C.P. OR EQUAL ►:
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A 6" MIN,
48"
SANITARY MANHOLE EXTRA SHALLOW TYPE C
ADOPTED
POURED IN
PLACE BASE
O CITY OF RENTON
Standard plena
IST DATE: 12/15/91
EE
DATE
REVISION
BY APPR
DWG. NAME: BR38 SP PAGE: B073
WEB 8 PL.
FRAME (NON -LOCKING)
COVER (NON -LOCKING
as°BEND AND PLUG. = a side -sewer permit must be purchased from the City of
Renton Public Works Department.
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2. Types of pipe and fittings that can be used for sanitary
w w w sewers shall be approved by the Department of Public Works.
CI 0 o Rubber or neoprene gaskets as specified by the manufacturer,
X a a shall be used on joints.
HOUSE HOUSE HOUSE HOUSE
3. A minimum grade of 2% (1/4" per foot) must be
maintained with 4 pipe. In the event a 2% grade
cannot be maintained. The owner must grant a
glade release to the City and then can install
66 pipe at a grade of T%.
4" SEWER P4NI
4" SURFACE
4" SEWER PIPECLEANDUT WYE 4. For inspection of side sewer, Call 24 hours
in advance 277-5570. Site must b r
,r 4" BEND AS REQE a e ready for inspection
THAN 45 BEND). 4" CLEANDUT 4" SEWER PIPE, SEE NOTES 2 AND 3. and representative on site when inspector
CHANGE IN DIREC► WYE WITH PLUG MINIMUM LINE SIZE FOR OTHER THAN arrives at appointed time. Side sewer and stub
WILL REQUIRE A 3'-0" MIN. SINGLE FAMILY IS 6" shall be tested er Cit s ecifications.
CLEANDUT WYE4" TEST TEE WITH P, PPLUG FACE UP Make the connection a thehouse. Do not backfill
PROPERTY LINE(TYPICAL) PROPERTY LINE the ditch until approval Is given by the inspector.
Final approval will be granted after the existing
6' MIN. `B 6"x 4" REDUCER septic tank has been pumped out and filled with sand.
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5. Install side sewer with 2' minimum cover. 18"
P cover is allowed at the house if outlet is shallow.
,x,, MAIN SEWER LINE w w w
- --�Z- -- -- 6. If side sewer stub is not available. The owner shall
be responsible for its installation. The side sewer
TYPICAL BUILDING SEWER INSTALLATION PLAN shall be a minimum of 6 in size. If tee is not
available, the main sewer line must be tapped
4" SOIL PIPE IF THE BUILDING SEWER IS LOWER THAN THE thru a Cast iron saddle. All work within
street right-of-way shall be done by a licensed
a in 4" CALDER COUPLING z ROADWAY ELEVATION, BACKFLOW PREVENTION and bonded contractor.
0 o OR EQUAL TO FIT
x DEVICE SHALL BE INSTALLED EQUAL TO TYLER
2-84
Q f " 7. All work shall be accomplished in accordance
in •Z• �o SURFACE CLEANDUT i 4" CALDER COUPLING with the Wa hinggton Industrial Safety and
o 4"x 4"x4" WYE j q OR EQUAL TO FIT Health Act. NISHA)
SURFACE CLEANDUT 8. All trench backfill for side sewers in
4"x 4"x4" WYE
4" PIPING the public right-of-way shall consist of 5/8"
minus crushed rock.
4"x 4"x 4" TEST TEE
FACE UP AND PLUGGED 4" PIPING
w A w 9. All building sewer and side sewers shall have
4" NIPPLE N bedding in accordance with drawing BW18C or
�i ti 6"x 4" REDUCER m BRO9 as applicable.
Y 6" COUPLING TO FIT
END 6" PIPE
w o A REMOVE 2"x4" STUD AND CAP OR PLUG PLAN
ow I I ON END OR EXISTING 6" SEWER PIPE. BUILDING DRAIN
a AND INSTALL BUILDING SEWER COUPLINGS, FOR Low HOUSE TYPICAL BUILDING SEWER (SIDE SEWER(PROPERTY
REDUCER, TEES, AND BENDS AS REQUIRED.
I LINE) TO BUILDING CONNECTION) INSTALLATION PLAN
PRQ+ERTY LINE
w I [---SEE SIDE SEWER DETAIL
o? 3 6" PIPING TO 6'-0"
F y w BEYOND PROPERTY LINE ADOPTED
w 6" SIDE OUTLET TEE CITY OF RENTON
o W I I SEE NOTE 6 SEWER MAIN
CALL FOR LOCATIONS BEFORE YOU DIG ,p ' Standard plans
PLAN 48HR LOCATORS 1-800-424-5555 N LST DATE:12/15/91
BUILDING SEWER
INSTALLATION
DATE REVISION BY APPR DWG. NAME: BR35 SP PAGE: B082
x 3" x 3/8" NON-SKID PATTERN CAST INTEGRAL ON TOP
�26-3/8"��
25-va"
2a" 1„
T "
E-1-1/4" L 3/4"
I_23-1/4"--
33-1/4"
SECTION A -A
)
FOR 5/8"-11 N.C. x 1-1/4"
A S.S.
s/e"
SOC, HD. CAP SCREW (3 REQ'D.)
B
�1/2" TYP. TYP. NON-SKID PATTERN
1" SEAT
1-7/8" TYP.
o
25"
SECTION B-B
2" RAISED LETTERS AS
REQ'D. SEE NOTE No.3 BELOW
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (TYP.) ON 23" B.C.
DRILL AND TAP 5/8"-11 N.C. 1-1/2" CORE(TYP.) (LOCKING)
ON 23" B.C(TYP. 3 PL.)
FRAME (LOCKING) COVER
MANHOLE FRAME AND COVER
NOTES,
1. FOR NON -LOCKING USE ❑LYMPIC FOUNDRY No. MH 30 OR EQUAL,
ADOPTED
2. FOR LOCKING LID USE ❑LYMPIC FOUNDRY No. MH 30 D/T OR EQUAL.
♦®♦ CITY OF RENTON
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),
Standard plena
SANITARY (SPECIFY "SEWER"), DR WATER (SPECIFY "WATER").
LST DATE: 12/15/91
DATE REVISION BY APPR
DWG. NAME: BR29 SP PAGE: B074
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
EQi
CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
6" MIN NOTE:
6" MIN IN UNIMPROVED AREAS POUR V-0" THICK
2'-0" SQUARE CONCRETE, CLASS 3000,
PAD AROUND RING AND COVER.
IN ASPHALT ROADWAYS RESTORE AROUND
CLEANOUT RING AND COVER AS REQUIRED
BY STANDARD DETAIL DRAWING BR36.
R-3ZO�o//
CONCRETE
CLASS 3000
12" B
FIBER
PACKI
45" (1/8)
PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN -OUT
IN SAME MANNER AS
rr,i' I I MAIN SEWER JOINTS.
.r• _ - e s,1 ADOPTED
COPY OF RENTON
3taadnrd plena
LST DATE: 12/15/91
DATE REVISION BY APPR DWG. NAME: BW18B SP PAGE: B076
24"x 24" COMM CLS CONCRETE
BLOCK POURED AROUND
CONNECTION TO MAIN
BACKFILL MATERIAL
(SEE NOTE 5)
CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVEL
BACKFILL MATERIAL
(SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6) -
FOUNDATION LEVEL
n LLU W J I NLL I UXK )DL
6" ON 6" Y BRANCH
NOTE
DU NOT USE WITHOUT WRITTEN
APPROVAL OF THE WASTEWATER
UTILITY.
NOTE
TO RAISE TO GRADE USE STANDARD G" SEWER PIPE
LONG 6" 1/8 BEND
STANDARD 6" [IN B" TEE
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TO SEWER MAIN
ADOPTED
CITY OF RENTON
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Standard plans
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LST DATE: 12/15/91
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DATE REV SION BY APPR
DWG. NAME: BR08 SP PAGE: BO81
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W (SEE NOTE 4) LIMITS OF PIPE ZONE
NOTES.
0
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
6t'.
2. HAND TAMP UNDER HAUNCHES,
1-
3, COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY.
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4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
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F
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
THE PIPE ZONE WILL BE THE ACTAUL TRENCH WIDTH, EXCEPT FOR CLASS A
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''.(CLASS'
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18".
0)
T
A•'DESIGN)1v I
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
L
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
N
BACKFILL MATERIAL.
_0
�W (SEE NOTE 4)- LIMITS OFF PIPE ZONE
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
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7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
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STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
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B. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
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(CLASS B, C, D, ➢ESIGN)
BEDDING FOR RIGID PIPE
I--W (SEE NOTE 4)-ice LIMITS OF PIPE ZONE
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.
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■ A = 4" MIN. 27" I.D. AND UNDER CV N Z 0
BEDDING MATERIAL 6" MIN. OVER 27" I.D. �^` 1- , �` w C
FOR FLEXIBLE PIPE B c J CV z CJ EN J 6
CJ EN
(SEE NOTE 7) . 0O Li
PIPE �
PIPE BEDDING FOR SANITARY SEWERS �.
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FOUNDATION LEVEL Ucn_
A ADOPTED Qt�^ _ o
CITY OF RENTON
(CLASS F DESIGN) Standard plain �
BEDDING FOR FLEXIBLE PIPE 2-21-91 REVISED NOTES 4, 5, 7, 4 8 KU LST DATE: 12/15/91 �Ny )
ADDED NOTE 6. O
DATE REVISION BY APPR DWG. NAME: BW18C SP PAGE: B077
72 "'�
/DNA L ECG\
PIRES 9/23/05
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By: Date: '
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By: Date: I . , �� a G 0�
By: Date 0
By: Date CITY OF RENTON o
7 REWrSEO PER ASBIJILT CK AS 6�1�05 E>EPARTMENT OF PUBLIC WORKS T
6 ADDED HANDRAIL AND LANDSCAPE NOTE PER CITY BW DKB 11/09/04
5 REVISED PER CITY REVIEW COMMENTS PRA DKB 10/27/04 z
4 REVISED PER CITY REVIEW COMMENTS KIB DKB 9/22/04 100
3 REVISED PER REVIEW COMMENTS LK AS 8/01 /04 DESIGNED AS O
DATE 8/1/04 FILE NO.
2 REVISED PER CITY REVIEW COMMENTS BSW AS 2/12/04 DRAWN BDK -
1 ADDED FIRELINE TO BUILDING BW AS 1/19/04 CHECKED AS SCALE 1 A=40' FIELD BOOK PAGE
NO. REVISION BY APPR. DATE APPROVED
- o;RECT01 o= Pusuc WORKS SHEET Q9 OF♦6
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