HomeMy WebLinkAbout25 Standard Details25. Standard Details 1
SE 172nd STREET
GREEN STORMWATER INFRASTRUCTURE PROJECT
SWP-27-4037
STANDARD DETAILS
FACE OF CURB
6 112' '
1/2" R. 1" R.
1:24
t
TOP OF
112" R. ROADWAY
I
V
ED
T
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 1f2"--
FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:12 1:24
TOP OF
112" R. ROADWAY
1
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
w '
PREMOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
6" CEMENT CONCRETE
112" R. 1"R. SIDEWALK RAMP
VARIES
OR LANDING
FROM !
6"TOO S
s"
T
318" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
6 112" '
FACE OF ADJACENT CURB
SEE DEPRESSED CURB DETAIL THIS SHEET
114
TOP OF
1/2" R. ROADWAY
2"
i
T
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
1 P2' R.
FACE OF ADJACENT CURB I
GUTTER SURFACE
u
6 112" 1"
1' R.
FACE OF CURB
1" R.
8 114"
1" R.
CEMENT CONCRETE
i TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing.
2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler.
3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2
TOP OF
ROADWAY
STD. PLAN — 101
a PUBLIC WORKS
CEMENT CONCRETE CURBSDEPARTMENT
NOfE2 X3/8 -R X 5/8"D DUMMY JOINT
I I
I I
3/8- PREMOLDED JOINT FILLER (TYP) I
F V— 5 _
PLAN VIEW
FACEOF
FRAME
A GRATECURBI_S FRANE60RATE
6 1/2"
IL•
13"
51 2" 1• (
I.OB')
FRAMEANDGRATE-NOTndwosa
1/2" R. 1' jR MATCHROADWAY Iry DDRB AND DUTIERSID rlEh1
SLOPE
TOP OFI
1R2EOE69
ROADWAY
D'
D D D
D.. D.'.' ADJUSTMENT SECTION -NOTINCLUDED
D' e' INCURSANDOUTIERSIDIIEM
CATCH RUN -NOTDICL DED
D •'••' - INCURSANDOUTTERSIDREM
SECTION O
GENERAL NOTES:
1. The Intent of this design Is to facilitate the removal'
of a catch basin with minimal disturbance
of the curb
x .i-
2. The expansion joints of the - i .
I. adjacentsidawalkshall
be adjusted to be In
line with these curb
expansion joints. j I sI
SEE NOTE2
CEMENTCONCREIE
CURS AND ODTTER
I
ISO 2IC VIEW
CEMENT CONCRETE CURB
SM. PLAN — IMA
PUBLIC WORKS PRO D: INSTALLATION AT
DEPARTMENT
CATCH BASINS ADA
CEMENT
SEE NOTE 31
CEMENT- DEPRESSED MONOLITHIC
CONCRETE - CURB 8 CUTTER
SIX -WALK j j (SEE DETAIL MS SHEET)
TYPE C213 - ISOMETRIC VIEW
COMMERCIAL, WITH BUFFER)
NOTES
1. When a driveway width exceeds 15 feet, consbud a full depth
expanslon joint with 3f8' Joint filler along the driveway lane lines
see std. plan 102). Construct expansion joints parallel with the
centerline as required at 15 maximum sparing when driveway
Widths exceed 30'.
2. See std. plan 102 for sidewalk details.
3. Curb and gutter shown, other curb designs may be specified.
See std. plan 101 for curb details.
4. Not used.
5. The engineer will design all driveways to Include elevations at all
points marked with symbol "X'. All elevations are at the back of
Curb top on uphill side.
6. Not used.
7. For Driveway Widths see DRIVEWAY STANDARDS
See NOTE 10). The expansion joints (see end. plan 102) shall be
spaced as shown In the corresponding leamViic New.
8. Slopes shall comply with sections 8303.21 or R303.2.2 or
R303-2.3 of the Revised Draft Guidelines for Accessible Public
Rigbtsaf=Way of Nove uba 23, 2005 (PROWAO).
9. Curb returns for any Type C -MAX Driveway maybe approved on
a case-by-case basis,
10. STREET STANDARDS= Renton Municipal Code (RMC)
Tide IV Development Regulators
CHAPTER 6 STREET AND UTILITY STANDARDS
Section 4.6-060 STREET STANDARDS
DRIVEWAY STANDARDS = Renton Municipal Cade (RMC)
Tice IV Development Regulations
CHAPTER 4
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS
Section 4 -4 -ON PARKING, LOADING AND DRIVEWAY
REGULATIONS
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FACE OF ADJACENT WF®
DEPRESSED CURB DETAIL
AT RESIDEMW. ORCORBBK.YAL DRIVEWAYS, AND ALIEN'S
DdvelNay Example: TYPE C11 B
R=Rlisd, d, C.CwwnwdAl 1NurtofLAIW. _----
MA)(x lwne Comm q
a=b,(Pia tNSw;l 3an1F41e Buffer -
PUBLIC WORE' CEMENT CONCRETE DRIVEWAY
STD. PLAN - 104.2
DEPARTMENT ENTRANCES - NOTES AND DETAILS A11f'— //
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g®g PUBLIC WORKS
DEPARTMENT
TYPE RIB - ISOMETRIC VIEW
RESIDENTIAL. WITH BUFFER(
CEMEM CONCRETE
CURIAGU TER
INE NOR 31
CEMENT CONCRETE DRIVEWAY
ENTRANCE - TYPE RIB
For NOTES STD. PLAN 104.2
STD. PLAN - 104.3
PL[rCill
Gregg Zimmerman, Public Warks Administrator
6AW
t3EEWTEI SEE WYE II
lavPAVED
DRAEWAY REWIRED
SY EYPMGLN Awi ILYF.1
SEE STO PUH 1111 CECDsE
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SE NOB
g®g PUBLIC WORKS
DEPARTMENT
TYPE RIB - ISOMETRIC VIEW
RESIDENTIAL. WITH BUFFER(
CEMEM CONCRETE
CURIAGU TER
INE NOR 31
CEMENT CONCRETE DRIVEWAY
ENTRANCE - TYPE RIB
For NOTES STD. PLAN 104.2
STD. PLAN - 104.3
PL[rCill
Gregg Zimmerman, Public Warks Administrator
ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK
MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT
INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
M-3.10 LEFT TURN CHANNELIZATION
M-3.20 LEFT-TURN CHANNELIZATION REDUCED TAPERS
M-3.30 LEFT-TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES
M-3.40 TWO-WAY LEFT-TURN AND MEDIAN CHANNELIZATION
M-3.50 DOUBLE LEFT TURN CHANNELIZATION
M-5.10 RIGHT TURN CHANNELIZATION
M-9.50 BICYCLE LANE SYMBOL LAYOUT
M-9.60 SHARED - USE PATH MARKINGS
M-11.10 RAILROAD CROSSING LAYOUT
M-12.10 ROUNDABOUT PAVEMENT MARKINGS
M-20.10 LONGITUDINAL MARKING PATTERNS
M-20.30 LONGITUDINAL MARKING SUPPLEMENT WITH RAISED PAVEMENT MARKERS
M-20.40 LONGITUDINAL MARKING SUPPLEMENT WITH RPMS ~ TURN LANES
M-20.20 PROFILED AND EMBOSSED PLASTIC LINES
M-24.20 SYMBOL MARKINGS ~ TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS
M-24.40 SYMBOL MARKINGS ~ TRAFFIC ARROWS FOR LOW-SPEED ROADWAYS
M-24.60 SYMBOL MARKINGS MISCELLANEOUS
LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE
MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS
WITH SPEED LIMITS OF 30 MPH OR HIGHER, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC
WORKS/TRANSPORTATION.
SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS
WITH SPEED LIMITS OF 25 MPH OR LOWER, WHERE MINIMUM REQUIRED LIGHTING LEVELS ARE NOT MET AND/OR
WHERE CITY OWNED STREET LIGHTS DO NOT EXIST, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON
PUBLIC WORKS/TRANSPORTATION.
PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE
MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF HYDROCARBON
THERMOPLASTIC, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
THERMOPLASTIC SHALL CONTAIN 3M 50/50 WET/DRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON
CONCRETE, PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL
WEATHER TAPE 380AW SERIES, OR APPROVED EQUAL.
SPEED CUSHION CHEVRON SYMBOLS SHALL CONSIST OF 3M STAMARK ALL WEATHER 380AW SERIES TAPE.
LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR
UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
LONGITUDINAL PAVEMENT MARKINGS WHERE ALL MARKINGS ARE TO CONSIST OF RAISED PAVEMENT MARKERS
SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED,
LONGITUDINAL LANE MARKINGS SHALL FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING
SUBSTITUTION W/RAISED PAVEMENT MARKERS.
PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE
LESS THAN 50° F.
DocuSign Envelope ID: FFA9ADCA-D050-445F-B750-15F9271FC791
4/4/2024 | 4:24 PM PDT
1 1 VARIES 1 1
MIN MIN MIN I MIN
SPECIAL NOTE: T < }
x , 4
IN THE EVENT TRANSVERSE PATCHES EXIST I ;
WITHIN THE AFFECTEO STREET, THE LENGTH I I
IOFTHEPATCHSHALLBEEXTENDEDTO
INCLUDE ANY EXISTING PATCH WITHIN 10 j
FEET OF THE EDGE OF THE PATCH REQUIRED iFORTHENEWCROSSINGANDANYf . .
SUBSEQUENT PATCH EDGE WITHIN 70 FEE7
OF THE EDGE OF THE SECOND PATCH AND
SO ON UP TO A TOTAL OF 300 FEET. I FACE OF GUTTER OR
i I EDGE OF PAVEMENT
k -=f--
a ;
TRAFFIC FLOW
2" HMA I r a d` i
i
CENTER LINE ORILANELWE
2" TO 8" HMA i
I
6.5' MIN.
2" DEPTH OF
PLANING OR SAWCUT AND REMOVE
VARIES: 6.5' MIN.
DEPTH OF EXISTING PAVEMENT
MIN I MIN
VARIES {
MIN I MINI
2" SAWCUT AND REMOVE
OR PLANE, SEAL WITH 2" - 6" MIN. HMA (SEE NOTE 2)
AR-4000W
EACH SIDE)
6" CRUSHED SURFACWG TOP COURSE (CSTC)
2" HMA 9-03.9(3)) PER WSDOT STANDARO
SPECIFICATIONS, COMPACTED TO 95% MODIFIED
PROCTOR.
SAWCUT AFTER BACKFILL
EACH SIDE)
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
9-03.19), GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO 95%
MODIFIED PROCTOR.
WIDTH OF TRENCH AS RE UIRED BY SIZE OF PROPOSED
IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4)
PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING. MATERIAL- SEE STANDARDNEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1.
STANDARD SPECIFICATION 7-08.3(1)B
TRENCH WIDTH
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR
p - 110
PUBLIC WORKS
FLEXIBLE PAVEMENT OR RIGID F'}'R 'E;D
DEPARTMENT u j,.,,
PAVEMENT WITN OVERLAY
r
T
VARIES: 4.5' MIN.
LANE LINE
MARKING SAWCUT AFTER BACKFILL
DEPTH OF EXISTING PAVEMENT
2" - 6" HMA
5EE NOTE 2) EDGE OF PAVEMENT, EDGE
OF CURB & GUTTER, OR
MIN. MIN. CENTER OF LANE MARKING
2" HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE
CSTC) (9-03.9(3)) PER WSDOT STANDARD
2" SAWCUT AND REMOVE SPECIFCATIONS, COMPACTED TO 95%
OR PLANE, SEAL WITH MODIFIED PROCTOR
AR-4000W
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
9-03.19), GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO
WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95 MODIFIED PROCTOR.
PROPOSED IMPROVEMENT (SEE WSDOT
STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS
ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD 5PECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT:
WSDOT STANDARD SPECIFICATION 7-08.3(1)B * FOR STORM AND WATER PIPE, PER STD PLAN 220.0
FOR SANITARY SEWER, PER STD PLAN 405
TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SAND WITH 95
PASSING A #4 SIEVE AND LESS THAN 5 PASSING
A #200 SIEVE
NOTES:
1. WHEN EXISTWG PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED
TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND
FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH
USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER.
2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS
SHALL BE HMA CL " PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6".
RESIDENTIAL ACCESS STREETS - HMA CL " PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LESS TNAN 4".
3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR
SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB &
GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND
OVERLAID WITH HMA.
4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE
REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT.
5. IF TRENCHING THROUGH EXISTING DRNEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
BE REPLACED TO MEET ADA STANDARDS.
TYPICAL LONGITUDINAL PATCH
S"PD. PLAN - 110.1
PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR P1'R ;1;D
DEPARTMENT
RIGID PAVEMENT WITH OVERLAY
o
LANE ] LAt E LANE i
f
t ii
1 :
f I
f
l
j 4
INITIAL 2" DEEP SAWCUT OR GRIND, AND
LIMIT OF FINAL OVERLAY. GRIND AND PAVE
r FULL STREET WIDTH OVERLAY REQUIRED.
J 'r
t
1 J
f/
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t(. p_.
2:
t -, / . -I / t'
If
r .. }t ,
1
i f 1` I
t f
EDGE OF EXISTING PAVEMENT
11
EDGE OF TRAVELED LANE (EDGE STRIPE)
t
VARIES: 4.5' MIN. (SEE STD PLAN 110.1)
f
I
CENTER OF ANY MARKED LANE LINE,
PROVIDE NEW CHANNELIZATION AFTER OVERLAY
F
t1
i r SECONDARY FULL DEPTH SAWCUT FOR
4 PROPOSED TRENCH
t
f
I
INITIAL 2" DEEP SAWCUT OR GRIND, AND
f LIMIT OF FINAL OVERLAY. GRIND AND PAVE
FULL STREET WIDTH OVERLAY REQUIRED
CANE LAtV LANE
r ___ _0
i __
FOR TYPICAL SECTION AND NOTES SEE STANDARD PLAN 110.1
3TD. PLAN - 110.2
PUBLIC WORKS REQUIRED SAWCUT, GRIND AND ppR' 'I,D:
DEPARTMENT OVERLAY FOR LONGITUDINAL TRENCHES Q -
DocuSign Envelope ID: 9D9B0DA8-0385-4664-AE66-57BFF1561D7F
7/27/2022 | 5:44 PM PDT
DocuSign Envelope ID: 9D9B0DA8-0385-4664-AE66-57BFF1561D7F
7/27/2022 | 5:44 PM PDT
BAND -
OR
MOUNTING ON EXISTING
METAL POLE OR LUMINAIRE
MIN.
NOTES
1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE
CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE
CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS
THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST
CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE
ASSEMBLED.
2. A 2- (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2
1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE
SUBSTITUTED. SEE CONTRACT PLANS.
3. PERFORATED SQUARE STEEL POST SHALL MEET THE
REQUIREMENTS OF WSOOT STANDARD SPECIFICATION 9-06.
4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS 9-06 AND 9-28.
EDGE OF TRAVELED
ROADWAY
90-F,3C
FOR REFLECTORIZED SIGNS: MOUNT
FACING 3'(degree) OUTWARD IF SIGN
IS WITHIN 30 FEET OF ROADWAY
SIGN FACE ORIENTATION
BOLT STOPGN POST
TYPE ST -4 SIGN SUPPORT
OST SUPPORT — 2.25"
HOT—DIP GALV.,
ANCHOR
ON CRE 1E
MOUNTING ON METAL POST
SIGN MOUNTING ON SINGLE STD. PLAN- 129isPUBLICWORKSMETALPOSTAPPROVED: tiZ + DEPARTMENT (
ADOPTED ( /V
nerc
SIGN POST
s
LOWER SIGN
e
5/16" (IN) CORNER BOLT
IN) POST SUPPORT OR 3/6' FLANGED
SHOULDER BOLT NTH
NUT AND WASHERS
2 REQUIRED (TYP.)
BOLT STOPGN POST
TYPE ST -4 SIGN SUPPORT
OST SUPPORT — 2.25"
HOT—DIP GALV.,
ANCHOR
ON CRE 1E
MOUNTING ON METAL POST
SIGN MOUNTING ON SINGLE STD. PLAN- 129isPUBLICWORKSMETALPOSTAPPROVED: tiZ + DEPARTMENT (
ADOPTED ( /V
nerc
DocuSign Envelope ID: B16CE03A-ED99-4F11-B559-FEB382C92BFB
7/30/2018 | 4:09 PM PDT
PRECAST BASE SECTION
SEE NOTE 1
NOTES:
1.AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
IN THE PRECAST BASE SECTION, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED.
2.THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5"
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-04.3.
3.THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET.
4.THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN.
5.THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF
1H:24V OR STEEPER.
6.THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
7.ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
NON-SHRINK APPLICATIONS IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-20.3(2).
8.ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND
FRAMES.
9.MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
10.FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
11.ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
FRAME AND VANED GRATE
RECTANGULAR ADJUSTMENT SECTION
34"
24"
30
20
5"
5"
1", 2", 4", 6", 12", OR 24"
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
PIPE ALLOWANCES
PIPE MATERIAL
MAXIMUM
INSIDE
DIAMETER
REINFORCED OR PLAIN
CONCRETE
12"
ALL METAL PIPE 15"
CPSSP*,
STD. SPEC. 9-05.20
12"
SOLID WALL PVC,
STD. SPEC. 9-05.12(1)15"
PROFILE WALL PVC,
STD. SPEC. 9-05.12(2)
15"
CORRUGATED POLYETHYLENE STORM
SEWER PIPE
26",
S E E N O T E 6
22SE
E
N
O
T
E
6
3"4"44"
21" MIN.4"
MI N. (T Y
P.)3 BAR EACH
SIDE 3 BAR EACH
WAY 3 BAR
EACH CORNER 3
BAR EACH CORNER
18" MIN.3 BAR
HOOP ALTERNATIVE PRECAST BASE
SECTION CATCH BASIN TYPE
1 STD.
PLAN -
200.
00PUBLIC
WORKS DEPARTMENT APPROVED:
DATEGregg Zimmerman Public Works Administrator UNLESS OTHERWISE NOTED, DRAWING
IS NOT TO SCALE (NTS)DocuSign Envelope ID:
6EECF5B6-602A-4E4A-B436-A317AA638878 9/28/
REDUCING SECTION
36
20
40"
24"
6"
8"
8"
12"
4"32",SEE N O T E6
28
SE
E
N
O
T
E 6 4"
MI N. (T
Y P.)44"
2"PRECAST BASE
SECTION SEE NOTE 1
ALTERNATIVE
PRECAST BASE SECTION NOTES:1.AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
IN THE PRECAST BASE SECTION, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.
12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED
REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT
BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE
REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING
A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED.2.THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 26". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE
A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF
THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3.3.THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE
INVERT SHALL BE 5'.4.THE FRAME AND GRATE MUST BE INSTALLED
WITH THE FLANGE DOWN.5.THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR,
AND THE WALLS MAY BE SLOPED AT A RATE OF
1H:24V OR STEEPER.6.THE OPENING SHALL BE MEASURED AT THE TOP OF
THE PRECAST BASE SECTION.7.ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED.USE GROUT TYPE 2 FOR NON-SHRINK
APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION
9-20.3(2).8.ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO
INSIDE AND OUTSIDE OF ALL JOINTS,
RINGS, RISERS, AND FRAMES.9.MORTAR SHALL BE MIXED AND APPLIED
PER MANUFACTURER'S DIRECTIONS.10.FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A
STRAIGHT
EDGE OF SUFFICIENT LENGTH.11.ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH
AND
REMAIN VISIBLE UPON COMPLETION.
FRAME AND VANED
GRATE
RECTANGULAR
ADJUSTMENT
SECTION
34"
24"
30 20 5"5"1", 2", 4",
6", 12", OR 24"ONE #3 BAR
HOOP FOR 6"
HEIGHT INCREMENT (SPACED
EQUALLY),SEE NOTE
1 3 BAR
EACH CORNER 18"
MIN.3
BAR HOOP
PIPE
ALLOWANCES
PIPE
MATERIAL MAXIMUM INSIDE
DIAMETER
REINFORCED
OR PLAIN CONCRETE 18"
ALL
METAL PIPE 21"CPSSP*,STD.
SPEC.
9-05.20
18"SOLID WALL PVC,STD. SPEC. 9-
05.12(1)
21"PROFILE WALL PVC,STD. SPEC. 9-
05.12(2)
21"CORRUGATED
POLYETHYLENE STORM SEWER PIPE
TWO #3 BAR HOOPS
3 BAR EACH SIDE
3 BAR EACH WAY
3 BAR EACH CORNER
CATCH BASIN TYPE 1L
STD. PLAN -
200.
10
PUBLICWORKS
DEPARTMENT APPROVED:DATEGregg
Zimmerman Public Works Administrator UNLESS OTHERWISE NOTED, DRAWING IS
NOT TO SCALE (NTS)DocuSign Envelope ID: 6EECF5B6-
602A-4E4A-B436-A317AA638878 9/28/2018 |
4"25"PRECAST
BASE
SECTION NOTES:1.AS ACCEPTABLE ALTERNATIVES TO THE REBAR
SHOWN IN THE PRECAST BASE SECTION, FIBERS (
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.
50(9)),OR WIRE MESH HAVING A MINIMUM AREA OF 0.
12 SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED
IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE
TO THE REBAR SHOWN IN THE
RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT MAY
BE USED.2.THE KNOCKOUT DIAMETER SHALL NOT BE
GREATER THAN 18". KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2"MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5"
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE
OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE
GAP WITH JOINT MORTAR IN ACCORDANCE
WITH STANDARD SPECIFICATION 9-
04.3.3.THE MAXIMUM DEPTH FROM THE FINISHED GRADE
TO THE LOWEST PIPE INVERT SHALL
BE 5'.4.THE FRAME AND GRATE SHALL BE INSTALLED
WITH THE
FLANGE DOWN.5.THE PRECAST BASE SECTION MAY HAVE A
ROUNDED FLOOR,AND THE WALLS MAY BE SLOPED AT A RATE OF 1H:
24V
OR STEEPER.6.THE STRUCTURE OPENING DIMENSIONS
SHALL BE MEASURED AT THE TOP OF THE PRECAST
BASE SECTION.7.ALL PICKUP HOLES SHALL BE GROUTED FULL
AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE
2 FOR NON-SHRINK APPLICATIONS IN
ACCORDANCE WITH STANDARD SPECIFICATION 9-20.
3(2).8.ALL GRADE RINGS AND CASTINGS SHALL BE SET
IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-
04.3.THEN APPLY MORTAR TO INSIDE AND OUTSIDE
OF ALL JOINTS, RINGS, RISERS,
AND FRAMES.9.MORTAR SHALL BE MIXED AND
APPLIED PER MANUFACTURER'
S DIRECTIONS.10.FRAME SHALL BE ADJUSTED TO PAVEMENT
GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH
PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE
OF
SUFFICIENT LENGTH.11.ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH
AND REMAIN VISIBLE
UPON COMPLETION.FRAME AND
VANED GRATE RECTANGULAR
ADJUSTMENT SECTION 4"
MI N. (T
Y
P.)26",SEE N O T E6
22
SE
E
N
O
T
E 6 SEE
NOTE 1 ALTERNATIVE PRECAST
BASE SECTION 3 BAR
EACH SIDE TOP
AND BOTTOM 3 BAR
EACH CORNER ONE #
3 BAR
ACROSS BOTTOM 3
BAR EACH CORNER
18" (MIN.)3
BAR HOOP
PIPE ALLOWANCES
PIPE
MATERIAL
MAXIMUM
INSIDE DIAMETER REINFORCED
OR
PLAIN
CONCRETE 12"ALL METAL
PIPE
15"CPSSP* ,STD. SPEC. 9-
05.
20 12"SOLID
WALL PVC,STD. SPEC. 9-05.
12(
1)15"PROFILE
WALL PVC,STD. SPEC. 9-05.
12(
2)15"CORRUGATED
POLYETHYLENE STORM
SEWER
PIPE
34"
24"
30
20
5"5"1", 2", 4", 6", 12",
OR 24"ONE #3 BAR HOOP FOR
6" HEIGHT INCREMENT (
SPACED EQUALLY),SEE
NOTE 1
CONCRETE INLET STD. PLAN -
200.30
PUBLIC
WORKS
DEPARTMENTAPPROVED:
DATEGregg Zimmerman Public
Works Administrator UNLESS OTHERWISE NOTED, DRAWING IS NOT TO
SCALE (NTS)DocuSign Envelope ID: 6EECF5B6-602A-4E4A-
B436-A317AA638878 9/28/2018 | 9:45
2' 11-1/2"
2' 2"4-3/4"4-3/4"
2' 7"1' 10"
4-1/2"
4-1/2"
DRA I N
3' 4"
3'
3' 6-1/4"
1' 11-1/2"
2' 9-1/2"2' 5"
6"
8"
3' 8"
5-1/2"
6"
5' 5-3/4"
ONE #4 BAR HOOP
4s EACH SIDE OF OPENING
CONVERSION RISER
Ø 2'
6"
8"
CONVERSION RISER
ADJUSTMENT RINGS
CONVERSION RISER
STD. PLAN - 200.40
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DEPTH: 3.52' TO IE OUT
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
NOTES:
1.NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS.
2.THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE
SLOPED TO FACILITATE CLEANING.
3.THE RECTANGULAR FRAME AND GRATE MUST BE
INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE
CAST INTO THE ADJUSTMENT SECTION.
4.KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2"
MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP
BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE
PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3.
5.ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET
IN MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3.
6.WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE
CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE
ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO
AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF
THE SAME MATERIAL AS THE CONNECTING PIPE.
7.MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
8.FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
9.ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
CATCH BASIN FRAME AND VANED
GRATE PER STD. PLAN 204.00
RECTANGULAR OR CIRCULAR ADJUSTMENT
SECTION (TWO SECTIONS MAX.)
MORTAR, (TYP.), SEE NOTE 5
FLAT SLAB TOP
SEE NOTE 6, TYP.
REINFORCING STEEL, (TYP.)
GRAVEL BACKFILL FOR PIPE ZONE
BEDDING PER WSDOT STD.
SPECIFICATION SECTION 9-03.12(3)
INTEGRAL BASE
PRECAST WITH RISER
STEPS OR
LADDER
4" MIN.
16" MAX.28" MAX.
48", 54", 60", 72", 84",
96", 120" OR 144"
12" (TYP.)
24"
MIN.
12" MAX.
1" MIN.
2.5" MAX.
12"
6"
15' MAX. FOR
MAINTENANCE
SEPARATE BASE
PRECAST
O" RING
12"
6"
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER
MIN. WALL
THICKNESS
MIN. BASE
THICKNESS
MAXIMUM
KNOCKOUT SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
48"4"6"36"8"
54"4.5"8"42"8"
60"5"8"48"8"
72"6"8"60"12"
84"8"12"72"12"
96"8"12"84"12"
120"10"12"96"12"
144"12"12"108"12"
PIPE ALLOWANCES
CATCH BASIN
DIAMETER
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
CONCRETE ALL METAL CPSSP 1 SOLID WALL
PVC 2
PROFILE WALL
PVC 3
48"24"30"24"30"30"
54"30"36"30"36"36"
60"36"42"36"42"42"
72"42"54"42"48"48"
84"54"60"54"48"48"
96"60"72"60"48"48"
120"66"84"60"48"48"
144"78"96"60"48"48"
1 CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20)
2 STD. SPEC. 9-05.12(1)
3 STD. SPEC. 9-05.12(2)
CATCH BASIN TYPE 2
STD. PLAN - 201.00
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
NOTES:
1.THIS FRAME IS DESIGNED TO ACCOMMODATE 20" × 24" GRATES OR COVERS,SEE
STANDARD PLANS 204.10, 204.20, AND 204.30.2.
BOLT-DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS,
UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME
THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.THE
FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN HEAD CAP SCREW BY BEING
TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT-
DOWN HOLES VARIES BY MANUFACTURER.3.
REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS.
GRATE
FRAME
SEE
NOTE 2 RECESSED
ALLEN HEAD
CAP SCREW 5/
8" - 11 NC x 2"SECTION
A DETAIL
TOP
ISOMETRIC
VIEW BOLT-
DOWN HOLE (TYP.) ~ 5/8",11
NC, SEE DETAIL AND NOTE 2 29
1/4"25
1/4"SECTION
BOLT-DOWN DETAIL 24
1/4"SEE
DETAIL 3/
4"4
1/2"1
5/8"2
1/2"1
5/8"1
1/4"3/
4"7/
8"1/
8"ARECTANGULAR
FRAME STD.
PLAN - 204.00 PUBLIC
WORKS DEPARTMENT
APPROVED:
DATEMartin
PastuchaPublic
Works Administrator UNLESS
OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)DocuSign
Envelope ID: E212B987-C626-4330-A5D4-D055A0107AF9 10/
19/2022 | 2:52 PM PDT
NOTES:
BOLT-DOWN SLOT DETAIL
SEE NOTE 1
SECTION A
TOP
SECTION B
SECTION C
1.BOLT-DOWN CAPABILITY IS REQUIRED ON ALL FRAMES,
GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED.
PROVIDE TWO HOLES IN THE FRAME THAT ARE
VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.
THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER
APPROVED MECHANISM. LOCATION OF BOLT-DOWN HOLES
VARIES BY MANUFACTURER.
2.ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN
LIEU OF THE RIB DESIGN.
3.REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR
ADDITIONAL REQUIREMENTS.
4.FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD
PLAN 204.00.
24"
1 1/2"
3"
R26", SEE NOTE 2
BOLT-DOWN SLOT,
SEE DETAIL AND
NOTE121/2" DIA. HOLE
1 5/8" MAX.
4 3/4"1 1/2"
3"
R39", SEE NOTE 2
1 1/2"
1/2" DIA. HANDLE
3/4" DIA. HOLE
5/8"
3/4"
4"
3 1/2"
5"
1/2"
3/4"
1 1/4"
5/8"ACB20"
ISOMETRIC
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
RECTANGULAR SOLID METAL COVER
STD. PLAN - 204.10
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
NOTES:
ISOMETRIC
SECTION B
TOPFOUNDRY
NAMEDIFLOW
SECTION A
1.BOLT-DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM. LOCATION OF BOLT-DOWN HOLES VARIES BY
MANUFACTURER.
2.REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
REQUIREMENTS.
3.FOR FRAME DETAILS, SEE STANDARD PLAN 204.00.
FLOWFLOWBOLT-DOWN SLOT DETAIL
SEE NOTE 1
1/2"
3/4"
1 1/4"
5/8"
BOLT-DOWN SLOT,
SEE DETAIL AND
NOTE 1
20"
5"
5"
5"
3"
1"
3"
5"
5"
5"
DIRECTION OF FLOW
24"
7 OR 8 EQUAL SPACES
1 5/8" MAX.
A
BOUTFALL TO STREAM DUMP NO POLLUTANTS
3/8" RECESSED LETTERING
RECTANGULAR VANED GRATE
STD. PLAN - 204.20
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
ISOMETRIC
NOTES:
SECTION B
TOPFOUNDRY
NAMEDIFLOW
SECTION A
1.BOLT-DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM. LOCATION OF BOLT-DOWN HOLES VARIES BY
MANUFACTURER.
2.REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
REQUIREMENTS.
3.USE ONLY IN SAGS ON VERTICAL CURVES.
4.FOR FRAME DETAILS, SEE STANDARD PLAN 204.00.
FLOWFLOWBOLT-DOWN SLOT DETAIL
SEE NOTE 1
1/2"
3/4"
1 1/4"
5/8"
BOLT-DOWN SLOT,
SEE DETAIL AND
NOTE 1
20"
5"
5"
5"
3"
1"
3"
5"
5"
5"
24"
1 5/8" MAX.
4 EQUAL SPACES 4 EQUAL SPACES
A
BOUTFALL TO STREAM DUMP NO POLLUTANTS
3/8" RECESSED LETTERING
RECTANGULAR BI-DIRECTIONAL
VANED GRATE
STD. PLAN - 204.30
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
COVER SECTION VIEW ASTM A48 CL35B00371780MO/
DA/YR X3717C1PTEON
BOLTING DETAIL GASKET
GROOVE DETAIL FRAME
SECTION VIEW
COVER
BOTTOM
VIEW
PLAN VIEW DRAINIFCOMADEINUSA EJIW DUMPNO P OL LU T
A
N
T
S -
DRAINS T O S T REAMR
E
N T O N NOTES:1.ALL COVERS SHALL BE LOCKING
LID PER EJ
No. 3717C1 OR
APPROVED EQUAL.1/2"
LETTERING BOLT HOLES - 3 PLACES
EQUALLY SPACED 120° APART ON 23
1/16" DIA. B.
C.1 1/4"
LETTERING 1)
1" DIA.
PICKHOLE
25" DIA.3/
4"1"2
1/
2"8 3/4"TYP.)
3) BLT SOC. (ALLEN HEAD)5/8"-11
x
1.5
SS RUBBER WASHER 5/
8"25 1/4"
DIA.26 1/2" DIA.23
3/8" DIA. CL
OPEN 27 5/16"
DIA.34 1/
8" DIA.1
1/16"6"1/8"
1/4"
1 1/16"R1/8"
1/4" DIA. NEOPRENE GASKET
STORM
ROUND FRAME AND COVER
PUBLIC)STD.
PLAN -
204.
50PUBLIC
WORKS DEPARTMENT APPROVED:
DATEMartin Pastucha Public Works Administrator UNLESS OTHERWISE NOTED, DRAWING
IS NOT TO SCALE (NTS)DocuSign Envelope ID:
3B1B34D3-7E0A-476C-ADB3-4329FFE0C108 8/13/
FLEXIBLE PIPE NOTES:
1.PROVIDE UNIFORM SUPPORT UNDER BARRELS.
2.HAND TAMP UNDER HAUNCHES.
3.DIRECTLY OVER PIPE, HAND TAMP ONLY.
4.SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR
TRENCH WIDTH.
5.PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 6"
LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY.
6.EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH
FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOT/APWA
SPECIFICATIONS SECTION 9-03.17.
SEE NOTE 4,
LIMIT OF PIPE ZONE
6"
O.D.
6"
FOUNDATION
LEVEL
PIPE ZONE BEDDING AND
BACKFILL, SEE NOTE 5
FLEXIBLE PIPE
PIPE TYPE
MINIMUM
COVER (FT)
PUBLIC?PRIVATE?
ALLOWED IN ZONE 1
OF THE APA?
LINE CORRUGATED POLYETHYLENE PIPE (LCPE)2.0 YES YES YES
CORRUGATED POLYETHYLENE PIPE (CPE) - TRIPLE WALL 2.0 YES YES YES
POLYVINYL CHLORIDE PIPE (PVC)3.0 YES YES YES
SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE)2.0 YES YES YES
POLYPROPYLENE PIPE (PP) - DUAL WALL 2.0 YES YES YES
DIAMETER
MINIMUM DISTANCE
BETWEEN BARRELS
12" TO 24"12"
30" TO 96"DIAMETER / 3
102" TO 180"48"
GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3))
OR MAINTENANCE ROCK (WSDOT 9-03.9(4))
FOUNDATION MATERIAL,
IF REQUIRED, SEE NOTE 6
PIPE ZONE BEDDING AND
COMPACTION - FLEXIBLE PIPE
STD. PLAN - 220.10
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEMartinPastucha
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 3B1B34D3-7E0A-476C-ADB3-4329FFE0C108
8/13/2020 | 8:48 AM PDT
12" MIN.
6" MIN. , SEE NOTE 4
EXISTING PAVEMENT SURFACE
SURFACE RESTORATION AS
SPECIFIED IN CONTRACT DOCUMENTS
CRUSHED SURFACING TOP COURSE" PER
WSDOT STD. SPEC 9-03.9(3), "BANK RUN
GRAVEL FOR TRENCH BACKFILL" PER
WSDOT STD. SPEC 9-03.19, OR "GRAVEL
BORROW" PER WSDOT STD. SPEC 9-03.14(1),
COMPACTED TO 95% OF MAXIMUM DENSITY
BENCH AS NEEDED FOR
SHORING SYSTEM WHEN
DEPTH IS 4' OR GREATER
PIPE ZONE BEDDING AND BACKFILL
PER STD. PLANS 220.00 AND 220.10
PIPE
NEAT LINE TRENCH
UNPAVED AREAS PAVED AREAS
SEE NOTE 1
NOTES:
1.SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR
MEASUREMENT OF TRENCH WIDTH.
2.EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD
DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC.
3.MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS
DETERMINED BY PIPE MANUFACTURER.
4.IN PAVED AREAS, IF PIPE HAS LESS THAN 3' OF COVER, USE "CRUSHED
SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE.
5.SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
SEE STANDARD PLANS 110, 110.1, 110.2, AND 111 FOR PAVEMENT
RESTORATION REQUIREMENTS
CRUSHED SURFACING TOP COURSE" PER
WSDOT STD. SPEC 9-03.9(3), COMPACTED
TO 95% OF MAXIMUM DENSITY
TYPICAL TRENCH AND BACKFILL
STD. PLAN - 220.20
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
TYPICAL CLEANOUT CONFIGURATION
GENERAL NOTES:
1.CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT
EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN
OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES.
2.ALL FITTINGS SHALL BE SOIL TIGHT.
3.CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE.
4.CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY.
DESIGN PONDING
ELEVATION
SOIL TIGHT 45° BEND
EXTEND CLEANOUT RISER
2" ABOVE DESIGN PONDING
ELEVATION OR PER PLAN
4" STREAMBED COBBLES
PER WSDOT 9-03.11(2)
SOIL TIGHT
COUPLER
UNDERDRAIN, FOOTING
DRAIN COLLECTOR, OR
ROOF DRAIN COLLECTOR
PIPE, SEE NOTE 1
WYE
MECHANICAL PLUG OR
CONTINUED CONNECTION
FERNCO GASKETED
QUIK CAP OR SIMILAR
CAST IRON FRAME AND
COVER, SEE NOTE 3
CLEANOUT RISER, SEE NOTE 2
PAVED AREA (TYP.)
TO OVERFLOW
STRUCTURE OR
STORM MAIN
CLEANOUT RISER LOCATED WITHIN
BIORETENTION PONDING AREA
NOTES:
1.DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10.
2.CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE.
3.FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1PT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR
DRAIN".
4.FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR
AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI.
CLEANOUT RISER,
SEE NOTE 2
FRAME SECTION
10-1/2" DIA
4"
5/8"
9" DIA
15" DIA
8-1/8" DIA
8-13/16" DIA
5/8"
COVER SECTION
MADE IN USA
1"
PLAN VIEW
PROD NO.3/4" FLAT
FACE GOTHIC 2) 3/8"-16 SS SOCKET
HEAD CAP SCREW (ALLENHEAD)
W/WSHRS ON A 8" DIA
BOLT CIRCLE 1)
OPENPICKHOLE
12"12"4" COMPACTED
SAND OR GRAVEL BACKFILL
FOR DRAINS PER WSDOT 9-03.
12(4)8"
CLASS "B"ASPHALT, SEE
NOTE 4 STORM
SYSTEM CLEANOUT STD. PLAN -
226.00
PUBLIC
WORKS
DEPARTMENTAPPROVED:
DATEMartin Pastucha Public
Works Administrator UNLESS OTHERWISE NOTED, DRAWING IS NOT TO
SCALE (NTS)DocuSign Envelope ID: 3B1B34D3-7E0A-476C-
ADB3-4329FFE0C108 8/13/2020 | 8:48
CURB, CEMENT CONCRETE MOUNTABLE
LANE MARKERS, TYPE No.2
USE 12 FOR s 15' DIA.
USE 16 FOR - 20' DIA.
USE 20 FOR : 20' DIA.
THROUGH JOINTS:
USE 4 FOR < 20' DIA.
USE 8 FOR ? 20' DIA.
5"
TYP
10
PLANT MATERIAL
TREE PLANTING:
USE 3 TREES EQUAL SPACED FOR >15' DIA.
USE 1 TREE, CENTERED FOR <15' DIA.
OBJECT MARKER,
SIGN CODE, W -81(P4-12)
2-#3 BARS
TYP. BETWEEN JOINTS)
3-#3 CURB DOWELS
TYP. BETWEEN JPOINTS)
PICAL TRAFFIC CIRCLE
CURB, CEMENT CONCRETE
MOUNTABLE (DOWELED)
LANE MARKER, TYPE No.2
1" :NDI
EX. CONC. OR
ASPH./CONC.
PAVEMENT
CONCRETE PAVEMENT
3 BARS
3 CURB DOWEL
TREE PLANTING TYP.
2' 1' PLANT MATERIAL
4" 5" -
PLANT MULCH(2")
TOP SOIL (3")
1 3:1 SLOPE
FILL, MATERIAL
AGGREGATE TYPE 10
3 BARS J / 6 .REMOVE PAVEMENT
3 CURB DOWEL `
LINE DRILL
TYPICAL SECTION
LANE MARKER, TYPE No.2
CURB, CEMENT CONCRETE MOUNTABLE
SEE TYP. SECTION
ABOVE FOR DIMENSIONS.
TYPICAL SECTION
NOT TO SCALE
nwr NAKAF- "ni5 CP PArF-1-101,
TRAFFIC CIRCLE
lTY p ADOPTED
VOA CITY OF RENTON
STANDARD PLANS
IV TT0 LST DATE:04/04
nwr NAKAF- "ni5 CP PArF-1-101,
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BEHIND CURB
MAILBOX PLACEMENT. SECTIONS
eNeOx S101 1,1A OR] (TYPU
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NOTES:
1. An mfu.hble platform may be used In Ocu of Cha platform design shown on
Rtis nlan. Adjustable platforms must fit Ue bracket design drown on gds plan.
required. required. seeeresulted for all single post inslellalfons. Field adtag may be
2. A Type 2 support is requlmd when 2 of more mares em to be Installed on
one support A meKimum of 6 mailboxes may be installed on a Type 2 suppartSeeStd. Spec. 932.7.
3. Attach as crews r box to a steeligsstwhit two 170 Muller Clem stated
lag both m
aFie
7refnlholesinspf box
mai n the Newspaperepamorotlwmust• M& affiM beyond the tramof the
4. rng of mallson mounting holes varies among manufa haves. AttachmentoMemailboxtogreWatlortnmayrequiredMingadddionalholesthroughthe
mallbai to at the platform
S. Comer the maiDox on the plaUpm to ensure apace far Ne msExar door.to
open and to albw spam far Igshging the fostoem.
S. A Socket endSnoring system may be 6ubsgWteci M fieu of me =IL
twist Dlate assemb for single steel posts shown on this plan. The socket and
wedge anchoring system shag meet NCHRP 360 cash teat afteria. Anb-teht
replatesanot mqu tar wood post insfagatans.
EcmmwcoxmucP
SEE DETAIL. aEaaET+7
e _ eiEELPoSi. WpODPoIIi-oq z*^^ .. t ..__ ...,.,,, .. _.._ _
OP110R . OPTKIN I ., , . .. (PItOPpre'GRYDtlIONIIROMIO DODARE
TYPE ISUPPORT r. ., -- • ,,. ,. - TYPE 2SUPPORT
r -
MAILBOX SPACING DETAIL ” -:. $APTED
oeks Inu"rauu nw.r r: .
an'
T`04 j "rf« -n .s`3.:•
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TON
LANS T
151099!2002, --
20-/-
WOOD POST FASTENERS
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a1DWACOESS
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p sEs NOTE s) q
INSTALLATION
ALIGNMENT DETAIL
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BAACThT RYPa
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w
rna•No1E frYPa
b melw,Ecma eyrDK tiN-
p` DD.NBINO
EXPIRES MAY,$.2W
IWDOD POST
ISEESID.SPEC.o-zaup)1 MAILBOX1Tle'NOFf1EliCWIP
2sYASNERaA INSTALLATION
aNrvrxtsrnATB
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m.]LOCN1Mf9GYP/ em..p.we...-....r..... TYPE"1'S'TYPE'2"' SEE
f
nr(e MCLANP,,
STANDARD PLAN.. H-12'.
PE,
DaaFlaMFn ,
VADOP `
A`S CITY OF RENTON
WOOD PO8TASSEMBLY DETAIL
SEE 67EEL POSTASSEMBLY DML °i ^N• '„°.11 w
STEEL POSTASSEMBLY DETAIL I tf, STANDARD PLANSTµ
toRDEra)sNorsnwAllL.-Lp,STDATE 05/09/2002=_
PSP PAOfiHO2H'
4 - Tom^.^^^_..
Y,
q
v—ml qK J
NIIFRECLYP
FRONT VIEW
TnP ow.) -\ +
BOTTOMVIEW
SNOW GUARD DETAIL
nGIE tON
7 WEDwummYETI!
Zlo1•d
SECTION OA
TW
2W 2W
TOP VIEW
0
malawl
0
I
I
ISOMETRIC VIEW
W' _H ...F -r. _.__.._.. ..
MAILBOX a PLATFORM DNENSIONS -
w2no2mm+soxs Pu,raau auwsroxs
W L W N
1 1P ntn' B +r P' P
2 u n +2 W1 m• +r +•
TOP VIEW
L ` ` (IYP4 mr-w
ISIDEYEN
PLATFORM DETAIL
TnP UWL(iYPJ
I
FRONTVPW
7 rN
END VIEW
TYPE 1 S TYPE 2 _ -,-
STANDARD PLAN.H•12..
ET+ovamaE,s `
ADOPTED
eT CITY.OF.RENTON' r--
O oT STANDARD PIANS - • .`
o+ . LASTDATE 05(09!2002.
SP PAGE=HO29
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FRONT VIEW
TnP ow.) -\ +
BOTTOMVIEW
SNOW GUARD DETAIL
nGIE tON
7 WEDwummYETI!
Zlo1•d
SECTION OA
TW
2W 2W
TOP VIEW
0
malawl
0
I
I
ISOMETRIC VIEW
W' _H ...F -r. _.__.._.. ..
MAILBOX a PLATFORM DNENSIONS -
w2no2mm+soxs Pu,raau auwsroxs
W L W N
1 1P ntn' B +r P' P
2 u n +2 W1 m• +r +•
TOP VIEW
L ` ` (IYP4 mr-w
ISIDE YEN
PLATFORM DETAIL
TnP UWL(iYPJ
I
FRONTVPW
7 rN
END VIEW
TYPE 1 S TYPE 2 _ -,-
STANDARD PLAN.H•12..
ET+ovamaE,s `
ADOPTED
eT CITY.OF.RENTON' r--
O oT STANDARD PIANS - • .`
o+ . LASTDATE 05(09!2002.
SP PAGE=HO29
(MKMXEPP]WMKRIHF]67GSXX>IPPIV
(EXI
(EXI
HORIZONTAL BEND VALVE ANCHOR PLUGGED TEE
TEE OFFSET PLUGGED CROSS
VERTICAL BEND ALTERNATE
VERTICAL BEND
PLUGGED CROSS
PLUGGED END FOR
FUTURE EXPANSION
DWG. NO.
CONCRETE BLOCKING
DETAIL
W-1A
Gregory G. Hill, P.E.
GENERAL NOTES:
PIPE SIZE
MINIMUM BEARING AREA (SF)
·
·
·
FITTING
DWG. NO.
MINIMUM BEARING AREA
DETAIL
W-1B
Gregory G. Hill, P.E.
GENERAL NOTES:
PIPE SIZE
REQUIRED LENGTH (FT) OF RESTRAINED JOINT PIPE
·
·
·
·
·
·
DWG. NO.
RESTRAINED PIPE LENGTH
DETAIL
W-1C
Gregory G. Hill, P.E.
ROADWAY WITH CURB AND GUTTER AND/OR SIDEWALK
ROADWAY WITH DITCHES
DWG. NO.
TYPICAL ROADWAY SECTIONS
FOR RESIDENTIAL SUBDIVISION
W-2
Gregory G. Hill, P.E.
ROADWAY WITH DITCHES
ROADWAY WITH CURB AND GUTTER
DWG. NO.
TYPICAL ROADWAY
SECTIONS
W-3
Gregory G. Hill, P.E.
FIRE HYDRANT LOCATION
FIRE HYDRANT ASSEMBLY
IN CUT OR FILL
DWG. NO.
FIRE HYDRANT ASSEMBLY
ROLLED CURB
W-4
Gregory G. Hill, P.E.
IN CUT OR FILL
FIRE HYDRANT LOCATION
FIRE HYDRANT ASSEMBLY
DWG. NO.
FIRE HYDRANT ASSEMBLY
VERTICAL CURB
W-5
Gregory G. Hill, P.E.
DETAIL
FIRE HYDRANT ASSEMBLY
FIRE HYDRANT LOCATION
IN CUT OR FILL
DWG. NO.
FIRE HYDRANT ASSEMBLY
COMMERCIAL
W-6
Gregory G. Hill, P.E.
IN CUT OR FILL
FIRE HYDRANT LOCATION
FIRE HYDRANT ASSEMBLY
PLAN VIEW
FIRE HYDRANT IN FILL
FIRE HYDRANT IN CUT
DWG. NO.
FIRE HYDRANT ASSEMBLY
GRAVEL SHOULDER
W-7
Gregory G. Hill, P.E.
DWG. NO.
A/C WATER MAIN REPLACEMENT
@ WATER MAIN CROSSING
W-12
Gregory G. Hill, P.E.
VALVE MARKER POST BLOW-OFF ASSEMBLY
MARKER POST
VALVE BOX PROTECTIVE PAD
DWG. NO.
VALVE BOX PROTECTIVE PAD
AND MARKER POST
W-13
Gregory G. Hill, P.E.
DWG. NO.
VALVE OPERATING
NUT EXTENSION
W-14
Gregory G. Hill, P.E.
PLAN
ELEVATION
DWG. NO.
WATER SERVICE CONNECTION
ONE INCH
W-15
Gregory G. Hill, P.E.
SINGLE SERVICE
DWG. NO.
METER SETTER
DETAIL
W-16
Gregory G. Hill, P.E.
SINGLE SERVICE
PLAN VIEW
DWG. NO.
INSTALLATION DETAIL FOR NEW
SERVICE TRANSFER TO EXISTING METER
W-16A
Gregory G. Hill, P.E.
SO OS CREE
K
W
A
T
E
R
&SEWE R DI ST
RI
CT
DWG. NO.
4", 6" OR 8" TEMPORARY
BLOWOFF ASSEMBLY
W-17
Gregory G. Hill, P.E.
RAVEN LID N1324BLKWAT WITH SOOS CREEK LOGO
RAVEN PLASTIC HDPE METER BOX NO. RMB132412-SWM-W
DWG. NO.
HDPE METER BOX
FOR 1" METER
W-18
Gregory G. Hill, P.E.
DWG. NO.
METER
INSTALLATION
W-19
Gregory G. Hill, P.E.
PLAN
ELEVATION
DWG. NO.
WATER SERVICE CONNECTION
1-1/2 INCH AND 2-INCH
W-20
Gregory G. Hill, P.E.
ELEVATION END VIEW
DWG. NO.
1-1/2" & 2" METER SETTERS
(ALTERNATE NO. 1)
W-21
Gregory G. Hill, P.E.
END VIEWELEVATION
DWG. NO.
1-1/2" & 2" METER SETTERS
(ALTERNATE NO. 2)
W-22
Gregory G. Hill, P.E.
ELEVATION END VIEW
DWG. NO.
1-1/2" & 2" IRRIGATION METER
SETTERS (ALTERNATE NO. 1)
W-23
Gregory G. Hill, P.E.
END VIEWELEVATION
DWG. NO.
1-1/2" & 2" IRRIGATION METER
SETTERS (ALTERNATE NO. 2)
W-24
Gregory G. Hill, P.E.
PLAN
ELEVATION
BY-PASS DETAIL (BRASS PIPE)PIPE SLEEVE DETAIL
DWG. NO.
DOUBLE CHECK DETECTOR
BACKFLOW PREVENTION ASSY.
W-25A
Gregory G. Hill, P.E.
GENERAL NOTES:
VAULT SIZES
PIPE SIZE
MATERIAL LIST
DWG. NO.
DOUBLE CHECK DETECTOR
MAT'L LIST AND GENERAL NOTES
W-25B
Gregory G. Hill, P.E.
DWG. NO.
LOCKING FRAME & COVER
DETAIL
W-25C
Gregory G. Hill, P.E.
PLAN
ELEVATION
PIPE SLEEVE DETAIL
DWG. NO.
3", 4" AND 6"
METERS
W-26A
Gregory G. Hill, P.E.
MATERIAL LIST
METER SIZE
GENERAL NOTES:
VAULT SIZES
DWG. NO.
3", 4" AND 6" METERS
MAT'L LIST AND GENERAL NOTES
W-26B
Gregory G. Hill, P.E.
DWG. NO.
LOCKING FRAME & COVER
DETAIL
W-26C
Gregory G. Hill, P.E.
ELEVATION
PLAN
DWG. NO.
3" TURBO
METER
W-27A
Gregory G. Hill, P.E.
MATERIAL LIST
GENERAL NOTES:
PIPE SLEEVE DETAIL
DWG. NO.
3" TURBO METER
MAT'L LIST & GENERAL NOTES
W-27B
Gregory G. Hill, P.E.
DWG. NO.
2" AIR/VACUUM
VALVE CHAMBER
W-28
Gregory G. Hill, P.E.
PLAN
ELEVATIONEND VIEW
DWG. NO.
PIPE ANCHOR
DETAIL
W-29
Gregory G. Hill, P.E.
PLAN
ELEVATION
DWG. NO.
SACK SLOPE
RETAINER
W-30
Gregory G. Hill, P.E.
FILTER FABRIC FENCE NOTES:
6' MAX
POST SPACING MAY BE
INCREASED TO 8' IF
WIRE BACKING IS USED
2'
-
0
"
MI
N
12
"
MI
N
FILTER FABRIC JOINT,
SEE NOTE 2
FILTER FABRIC
2" x 2" x 14 GA WIRE OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED
FILTER FABRIC
BACKFILL TRENCH WITH
NATIVE SOIL OR 3/4" TO
1-1/2" WASHED GRAVEL
WRAP FABRIC
AROUND TRENCH
MINIMUM
4" x 4"
TRENCH
2" x 4" WOOD POSTS,
STEEL FENCE POSTS,
REBAR, OR EQUIVALENT
1.FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER
POSSIBLE.
2.FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH
OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER
FABRIC SHALL BE SPLICED AT POSTS WITH A MINIMUM 6-INCH OVERLAP. USE
STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS.
3.INSTALL FILTER FABRIC ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS.
4.INSTALL THE ENDS OF THE FILTER FABRIC FENCE TO POINT SLIGHTLY UPSLOPE TO
PREVENT SEDIMENT FROM FLOWING AROUND THE ENDS OF THE FENCE.
5.FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR
USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY
STABILIZED.
6.FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL
AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS
SHALL BE MADE IMMEDIATELY.
7.WHEN SEWER SERVICES CROSS FILTER FABRIC FENCE, SERVICE TRENCH, DITCH
SECTION, AND FILTER FABRIC FENCE SHALL BE RESTORED IMMEDIATELY.
8.TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL MEET OR
EXCEED ALL APPLICABLE PERMIT REQUIREMENTS. ADHERENCE TO THIS DETAIL
DOES NOT RELIEVE THE CONTRACTOR FROM PROJECT PERMIT REQUIREMENTS.
DWG. NO.
FILTER FABRIC FENCE
W-31
Gregory G. Hill, P.E.
DWG. NO.
TYPICAL UTILITY / WATER MAIN
CROSSING
W-32
Gregory G. Hill, P.E.
TRENCH WIDTHS
NOTES:
DWG. NO.
TYPICAL TRENCH DETAIL
W-33
Gregory G. Hill, P.E.
TRENCH WIDTHS
NOTES:
DWG. NO.
TYPICAL TRENCH DETAIL
(OUTSIDE ROADWAY)
W-34
Gregory G. Hill, P.E.
DWG. NO.
VERTICAL REDIRECTION
OF SCWSD WATER MAIN
W-35A
Gregory G. Hill, P.E.
DWG. NO.
HORIZONTAL REDIRECTION
OF SCWSD WATER MAIN
W-35B
Gregory G. Hill, P.E.