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DocuSign Envelope ID: 6EECF5B6-602A-4E4A-8436-A317AA638878
DocuSign Envelope ID: 6EECF5B6-602A4E4A-B436-A317AA638878
DocuSign Envelope ID: 6EECF5B6-602A4E4A-B436-A317AA638878
0
2', 4', 9', 12", OR 24"
l<
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EOUALLYI,
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
#3 BAR EACH CORNER
#3 BAR EACH SIDE
TOP AND BOTTOM -
03 BAR EACH
CORNER 18" (MIN.
43 BAR HOOP
/
- e
I
L
G
I
/
ONE #3 BAR
ACROSS BOTTOM
PRECAST BASE SECTION
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
UR PUBLIC WORKS
DEPARTMENT
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
CONCRETE
12,
ALL METAL PIPE
15"
CPSSP',
STD. SPEC. 9-0520
12"
SOLID WALL PVC,
STD. SPEC. 9-05.12(1)
15,
PROFILE WALL PVC,
STD.. SPEC. 9415.12(2)
15'
*CORRUGATED POLYETHYLENE STORM
SEWER PIPE
NOTES:
1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN
THE PRECAST BASE SECTION, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION 9-05. M9)I,
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
19. 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 RAVE 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 9-21) 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.
UNLESS OTHERWISE NOTED, DRAWING I$ NOT TO SCALE (NTS)
STD. PLAN - 2D0.30
ATPROVED�
CONCRETE INLET GAZ 9/28/2018 1
DATE
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
UNDISTURBED
NATIVE VEGETATION
UNDISTURBED NATIVE SOIL
3"-4' ARBORIST WOOD CHIP MULCH,
SEE STD. PLAN 262.60
3"OF COMPOST INCORPORATED
INTO 5" OF SITE SOIL (TOTAL
AMENDED DEPTH OF 9.5", FOR A
SETTLED DEPTH OF 8"J
PLANTING BEDSIUNDISTURBED UNDISTURBED TURF (LAWN) AREAS,
VEGETATION, SEE NOTE 1 SEE NOTE 1
0
OPTION 1 - NO DISTURBANCE
PLANTING BEDS TURF (LAWN) AREAS
GRASS: SEED OR SOD
UNDISTURBED NATIVE SOIL
GRASS: SEED OR SOD
1.75" OF COMPOST INCORPORATED INTO
6.25" OF SITE SOIL (TOTAL AMENDED DEPTH
OF 9. 5, FOR A SETTLED DEPTH OF II
:45 AP
SUBSOIL SCARIFIED 4' BELOW
SUBSOIL SCARIFIED 4" BELOW
'��// / ;�I.
COM POST AMENDED LAYER
COMPOST AMENDED LAYER
-�'.� � - -F
(1 T BELOW SOIL SURFACE)
(12' BELOW SOIL SURFACE)
--I
12,
OPTIONS 2,3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND
PLANTING BEDS TURF (LAWN) AREAS
7-4-ARBORIST
I
I
li
WOOD CHIP /'
II
/I'f,ll� III}ii,1, GRASS: SEED OR SOD
MULCH, SEE STD.
D• lid
PLAN 262.60
_
NOTES:
1, AREAS OF NO DISTURBANCE TO BE FENCED
AND EXISTING VEGETATION AND SOIL TO BE
I I
PROTECTED FROM CONSTRUCTION IMPACTS.
6" IMPORTED
�
TOPSOIL MI %
IF I I- I- ITT- - TOPSOIL MIX
I �I I -1
GENERAL NOTES:
A4 (cgPAcrEo I I
I - I I•- I I II II- I I -- (COMPACTED
DEPTH)
6" 1�11II II Ii (III III DEPTH]
1TO MEASURE SETTLED DEPTH, WATER SOIL
SUFFICIENTLY TO FULLY SATURATE WITHOUT
CAUSING EROSION
_ I /J%.`
-1 / • SUBSOIL IS
2. COMPOST TO MEET STD. PLAN 262.60.
�j�,
SUBFIED6" '^r
, \� SCARIFIED 8"
\!`/ / BELOW IMPORTED
3. COMPACTION OF TOPSOIL (WHERE REQUIRED)
SCARIFIED 6' _ •.�
? - \ �. TOPSOIL MIX
TO BE TO 85%OF STANDARD PROCTOR.
BELOW IMPORTEDTOPSOIL
MIX
4, SEE CONSTRUCTION PLANS FOR SPECIFIC
12' I
PROJECT REQUIREMENTS.
OPTION S - IMPORTED TOPSOIL
UNLESS OTHE R W 15E NOTED, DRAWING IS MOTTO SCALE (NTS)
STD. PLAN - 264.00
PUBLIC WORKS
APPR D;
SOIL AMENDMENT SECTIONS
GAZ 9/28/2018 1
, DEPARTMENT
DATE
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. ■ Cie Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419
:45 M
1
CATCH BASIN FRAME AND VANED
GRATE PER STD- PLAN 204.00
RECTANGULAR OR CIRCULAR ADJUSTMENT
SECTION (TWO SECTIONS MAX.)
MORTAR, (TYR), SEE NOTE 5
4' MIN.
28" MAX. 16, MAX. FLAT SLAB TOP
72',
Ia', 54",0'
4"
98", 120' OR 144"
C
SEE NOTE 6, TYP.
15' MAX. FOR
MAINTENANCE
STEPS OR
LADDER
L-
�o
MIN.
"q" RING' Z'
2.5- MAX.
REINFORCING STEEL, (TYP.)
MIN-
12-MAX.
1Z-
GRAVEL BACKFILL FOR PIPE ZONE
12'
BEDDING PER WSDOT STD.
SPECIFICATION SECTION 9.03.12(3)
s"
s•
SEPARATE BASE INTEGRAL BASE
PRECAST
PRECAST WITH RISER
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 AMC 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 25" 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.
S. 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 DIMENSIONS
CATCH BASIN
DIAMETER
MIN. WALL
THICKNESS
MIN. BASE
THICKNESS
MAXIMUM
KNOCKOUT SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
4r'
4..
6"
1.
8.1
4.5"
8•
42"
8"
a%'
S'
8'
48"
a"
72'
6'
81
50,
12'
84-
8•
12-
T2•
12'
OW
1 8'
12,
84'
12'
120"
10^
IT
1.
12'
1""
12"
12"
106,
12'
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
CONCRETE
ALL METAL
GPS5P'
SOLO WALL
PVC'
PROFILE WALL
PVC'
1.
24'
3T
24'
30•
1.
1.
1.
36"
3D,
36,
1.
1.
1.
42'
36'
42'
42"
72"
42"
54"
AT
48"
48"
84•
1.
BO•
54'
48'
48"
96"
60•
7T
60'
48'
1 48"
12T
1.
84"
60,
1 48'
1 48"
144'
1.
96,
60'
1 48'
1 48-
'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-DS-20)
'ETD. SPEC. 9-05.120)
'STD. SPEC. 9-05.12(2)
UNLESS OTHERWISE NOTED, DRAWING I$ NOT TO SCALE (NTS)
STD. PLAN - 201.00
AOWI%6 R.
PUBLIC WORKS CATCH BASIN TYPE 2 PR
U DEPARTMENT GAZ 9/28/2018
DATE
SHACKLE RODS
TYPE A BLOCKING
� s J
TYPE 8
CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3
PUBLIC WORKS FITTINGS
DEPARTMENT
8 MARCH 2O10
�e
39374 IST � � 1 AS-BUILTS
S�IONaL N0.
0311912021
REVISION
:45 A
M.d 34" FLAT FACE GOTHIC
p00
9" DIA 5
��
0 STORM 0 4"
❑0O0
0❑
"MD
DIA
4,15*
0-112" D(2) "! l6 SS SOCKET HEAD CAP DIA
(1)OPEN PICKHOLE I.. SCREW (ALLENHEAD) WIWSHRS
ON A 8' DIA BOLT CIRCLE
PLAN VIEW FRAME SECTION
CAST IRON FRAME AND
COVER, SEE NOTE 3 -
8' CLASS
Aqg�
SPHALT. SEE NOTE 4
CLEANOUT RISER, SEE NOTE 2
8-13l16' DIA
PAVED AREA (TYP. )
12-
EXTEND CLEANOUT RISER
7 ABOVE DESIGN PONDING
ELEVATION OR PER PLAN FERNCO GASKETED
QUIK CAP OR SIMILAR
DESIGN MINDING
ELEVATION
4" STREA.MBED COBBLES
PER WSDOT 9A3.11(2)
4" COMPACTED SAND OR
GRAVEL BACKFILL FOR DRAINS
PER WSDOT 9-03-12(4)
SOIL TIGHT 45'BEND
WYE
SOIL TIGHT
COUPLER
�{{\
UNDERDRAIN, FOOTING
DRAIN COLLECTOR, OR "'•3'l,
ROOF DRAIN COLLECTOR 'i•1
PIPE. SEE NOTE 7
TOOVERFLOW--
STRUCTUREOR -
STORM MAIN \
v ` MECHANICAL PLUG OR
CONTINUED CONNECTOC
TYPICAL CLEANOUT CONFIGURATION
CLEANOUT RISER,
SEE NOTE 2 -
CLEANOUT RISER LOCATED WITHIN
BIORETENTION PONDINO AREA
NOTES-
1. DIAMETER TO BE &INCHES MINIMUM PRIVATE. &INCHES MINIMUM PUBLIC- UNDERDRAIN PIPE PER STO. PLAN 262.10.
2. CLEANOUT RISER SHALL BE SAME SIZE AND MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE.
3. FRAME AND COVER SHALL BE EJ PRODUCT NO 00367549BOI OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT. MARKED'STORM'-
4, FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF SIORETENTION MINDING AREA. POUR 8" THICK, 2'xZ SQUARE CONCRETE
COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI.
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 SIORETENTION MINDING WHERE POSSIBLE.
4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, U NLESS OTHERWISE APPROVED BY THE CITY.
UNLESS OTHERWISE NOTED, DRAWING I$ NOT TO SCALE (NTSI
D. PLAN - I26.00
URJPUBLIC WORKS AaPRovcO
DEPARTMENT STORM SYSTEM CLEANOUT GAZ 9/28/2018 1
DATE
f1".-V.I�II f-INMt.1mID
I L. - -• _ _ =L h L I; .!-_ MA!L�I'_1.L _ .:t-0:. =H:L E I'. I �L L'
--.`. nr --1- --n . .. L-n1
SURVEYED:
SDM
DESIGNED:
EDM
DRAWN:
TLK
EDM 03119121 SDM CHECKED:
EDM
BY DATE APPR APPROVED:
NEM
L
r
:45 AI
--HI.• ��•RLrM'�Z
SAN ITARY'1R APVHOU SN�4 �'.► G V-11/2011 1 :12 #q
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- - - OWN
Know what's below.
Call before you dig.
VERTICAL NAVD1988 CITY OF
N.T. $ HORIZONTALNAD 1983/1991
V ]
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
0
0)
`l
IN COMPLIANCE WITH CITY OF RENTON STANDARDS o
SAPPHIRE ON TALBOT
CONSTRUCTION DETAILS
co
Q
z
0
L^Wr/
=
DATE
0311912021
CA -
CA -
(JJ
FIELDBDGK: N/A
PAGE NIA
DRAWING NO:
18615
SHEET: OR
18 19
R-407217