HomeMy WebLinkAboutR-407217DocuSign Envelope ID: 6EECF5B6-602A4E4A-B436-A317AA638878
DocuSign Envelope ID:6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 6EECF5B6-602A4E4A-B436-A317AA638878
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UNDISTURBED
NATIVE VEGETATION
UNDISTURBED NATIVE SOIL
I
OPTION 1 - NO DISTURBANCE
PLANTING BEDS TURF (LAWN) AREAS
3"•4' ARSORIST 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")
2', 4', 9', 12'. OR 24'
ONE #3 BAR HOOP FOR 6m HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
N3 BAR EACH CORNER
#3 BAR EACH SIDE
TOP AND BOTTOM
#3 BAR EACH
CORNER IS' (MIN.
#3 BAR HOOP
SEE NOTE 1
rPUBLIC WORKS
- DEPARTMENT
ONE#3BAR
ACROSS BOTTOM
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
RBINPORCEO OR PLAIN
CONCRETE
1r
ALL METAL PIPE
15•
CPSSP',
STD. SPEC. 9-US20
12'
SOLID WALL PVC,
STD- SPEC- S-05-12(I }
I5,
PROFILE WALL PVC,
STD, SPEC- 9A5.12(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 y95. SO(9)I,
OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE
INCHES PER FOOT SHALL BE USED WITH THE MINIMUM
REWIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST
BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE
KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE 7O 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
IF- KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2"
MINIMUM TO 2-Y 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 SE 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 GRCUTED FULL AFTER THE
INLET HAS BEEN PLACED- USE GROUT TYPE 2 FOR
NON -SHRINK APPLICATIONS IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-20-3(2)-
6. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR
IN ACCORDANCE WITH STANDARD SPECIFICATION 0-04.3.
THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL
JOINTS, RINGS, RISERS, AND FRAMES-
S. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTEL 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 NOTE0. ❑RAWING 1$ NOT TO SCALE (NTSI
STD. PLAN - I00.30
ATPWVED;
CONCRETE INLET GAZ 9/28/2018 1
DATE
DocuSign Envelope ID: 6EECF5B6-602A4E4A-B436-A317AA638878
PLANTING BEDSIUNDISTURBED UNDI5TLI RBED TURF (LAWN) AREAS,
VEGETATION, SEE NOTE 1 SEE NOTE 1
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
DF 9.5, FOR A SETTLED DEPTH OF V
I- SUBSOIL SCARIFIED 4' BELOW
SUBSOIL SCARIFIED 4" BELOW - ^ h %� .� �'. COMPOST AMENDED LAYER
COMPOST AMENDED LAYER (ir E3ELOW SOIL SURFACE)
(IZ' BELOW SOIL SURFACE) �,. ;/ -y/
OPTIONS 2,3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND
PLAN I ING BEDS T URF(LAWN) AREAS
3'4" ARBORIST
WOOD CHI P
MULCH, SEE STD -
PLAN 2$2.60
6"IMPORTED
TOPSOIL MIX
(COMPACTED
DEPTH)
SUBSOIL IS
SCARIFIED 8"
BELOW IMPORTED
TOPSOIL MIX
t� PUBLIC WORKS
,11 DEPARTMENT
12'
OPTION 5 - IMPORTED TOPSOIL
:45 AP
GRASS: SEED OR SOD
NOTES:
1. AREAS OF HD DISTURBANCE TO BE FENCED
AND EXSTING VEGETATION AND SOIL TO BE
PROTECTED FROM CONSTRUCTION IMPACTS-
8'IMPORTED
TOPSOIL
GENERAL NOTES;
fGOMPACTIECTEO
DEPTH)
1, TO MEASURE SETTLED DEPTH, WATER SOIL
SUFFICIENTLY TO FULLY SATURATE WITHOUT
CAUSING EROSION
SUBSOIL 15
2. COMPOST TO MEET STD. PLAN 262.&0.
SCARIFIED B'
BELOW IMPORTED
3- COMPACTION OF TOPSOIL (WHERE REQUIRED)
TOPSOIL MIX
TO BE 7O 85%OF STANDARD PROCTOR,
4. SEE CONSTRUCTION PLANS FOR SPECIFIC
PROJECT REQUIREMENTS-
IJNLES$ OTHERWISE NOW D. ❑RAWI NCB 1$ NOT TO SCALE (NTSI
STD, PLAN - 264.00
APPR D'
SOIL AMENDMENT SECTIONS GAZ 9128/2018
•rwm�c+nm,�,�.iaior ❑ATF
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. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax. • (509) 674-7419
:45 M
CATCH BASIN FRAME AND VANED
GRATE PER STD- PLAN 204.00
RECTANGULAR OR CIRCULAR ADJUSTMENT
SECTION (TWO SECTIONS MAX.)
MORTAR, (TYP.), SEE NOTE 5
4' MIN.
28• MAX.
IV MAX.
FLAT SLAB TOP
4W. 54', 60', 72-, 84',
98', 129' OR 144•o
SEE NOTE fi, TYP.
15' MAX. FOR
MAINTENANCEISEIPARATE
S DR
ER
I
1"MIN.
4
2-5' MAX. 1
REINFORCING STEEL, (TYP-)
12'MAX-
GRAVEL BACKFILL FORPIPE ZONE
1rBEDDING PER WSDOT STD.
SPECIFICATKN SECTION 9.03.12(3)
INTEGRAL SASE
PRECAST
PRECAST WITH RISER
NOTES:
I- 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 T
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 9-04A
6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE
CONNECTOR (KOR-NSEAL 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 AI RECTION5.
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 JOINT'S SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
• PUBLIC WORKS
y11 DEPARTMENT
SHACKLE RODS
1
1
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER
MIN. WALL
THICKNESS
MIN. BASE
THICKNESS
MAXIMUM
3CNOCKOUT SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
48'
4"
6'
36"
8"
54•
4.5"
8"
R2"
8'
6p"
5'
8'
48"
B"
7r
6'
8"
60'
12'
84'
8,
Ir
72'
12'
96'
1 8'
12,
84"
12,
120"
l0"
121,
96"
12'
144'
12"
12'
10S•
12'
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
CONCRETE
ALL METAL
GPSSPI
SOLID WALL
PVC
PROFILE l IALL
PVC'
48"
24'
30"
24"
90'
30"
54"
39"
36"
3W
36,
36"
60"
36"
4T
36•
42"
1.
72'
42"
54•
4Z'
48"
48"
84'
S4•
69•
54"
48'
48'
98"
69'
72'
80'
48'
48"
120,
6fi"
84"
60'
48,
48"
144'
78"
9fi"
6W
'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05-N9
'STD. SPEC. 9-0S.12(1)
'ETD. SPEC. "S-12(2)
CATCH BASIN TYPE 2
STD, PLAN - 201.00
GAZ 9/28/2018
DATF
TYPE A BLOCKING
� 5 J
TYPE B
+ PUBLIC WORKS CONCRETE BLOCKING
FITTINGS
OR VERTICAL STD. PLAN - 330.3
DEPARTMENT
MARCH 2O10
D D.
WA
_-7
4021
1 AS-BUILTS
NO.
REVISION
:45 A
%E1
4" FLAT FACE GOTHIC
9CIA 4"
8-1316'DIA
CI CI &178'DIA
10-112' DwSCREW fRLLENNEROj W1E1AN3HR8I6'DIA(1) OPEN P{CKHOL5+8'
ON A 8' DIA BOLT CIRCLE
PLAN VIEW FRAME SECTION COVER SECTION
CAST I RON FRAME AND
COVER, SEE NOTE 3-I-
I I
Q�L1111TE
8' GLA3ASPHALT, S
PAVED AREA (TYP.)
12, EXTEND CLEANOUT RISER
T ABOVE DESIGN PONDING
ELEVATION OR PER PLAN -
DESIGN PION DING
ELEVATION
- 4" COMPACTED SAND OR
GRAVEL BACKFILL FOR DRAINS
PER WSDOT 9-N-12(4) []�
FERNCO GASKETED
QUIK CAP OR SIMILAR
r4" STREAMBED COBBLES
/ PER WSOOT 9A5-11(2)
CLEANOLPT RISER, SEE NOTE 2 -✓ _
CLEANOUTRISER, -_T-
SOIL TIGHT 4V BEND SEE NOTE 2
WYE
SOIL TIGHT �T7TWT7T�
COUPLER
f
UNDERORAIN, FOOTING '
DRAIN COLLECTOR, OR ,
ROOF DRAIN COLLECTOR .,
PIPE. SEE NOTE 1 CLEANOUT RISER LOCATED WITHIN
BIORETENTION PONDING AREA
4-,
TO OVERFLOW .--
STRUCTUREOR-.:.-'*.:`,•Essy
STORM MAIN
'.'. MECHANICAL PLUG OR
CONTINUED CONNECTION
TYPICAL CLEANOUT CONFIGURATION
NOTES:
1. DIAMETER TO BE &INCHES MINIMUM PRIVATE. &INCHES MINIMUM PUBLIC- UNDERDRAIN PIPE PER STD- PLAN 262.101.
2. CtEANOUT 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- 90367549801 OR APPROVED EQUAL- COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKEO'STORM'-
4. FOR CLEAHOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA. POUR 8" 7HK:K, 2'xZ SQUARE CONCRETE
COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.NO 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- CLEANOLITS SHALL SE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES.
2. ALL FITTINGS SHALL BE $014, TIGHT-
S. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF SIORETENTION PONDING WHERE POSSIBLE.
4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, U NLESS OTHERWISE APPROVED BY THE CITY-
LINLESS OTHE RWISF NOTf D, ❑RANI NC IS NOT TO SCAL I (NTSI
STD, PLAN - 226.00
PAPPROVED'
PUBLIC WORKS DEPARTMENT STORM SYSTEM CLEANOUT GAZ 912812018
UR
DATI
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ALLOW GAZ 9 r ill�if� I
SURVEYED:
SDM
DESIGNED:
EDM
DRAWN:
TLK
EDM
03/19121
SDM
CHECKED:
EDM
BY
DATE
APPR
APPROVED:
NEM
: 4 5 AP
Know what's below.
Call before you dig.
SCALE:1988
VERTICAL: NAVD
HORIZONTAL: NAD 1983/1 991N.T.S CITY OF
%R]
17
RENTON
ONE INCH DATU M
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
v /
O
O
0MI
J
IN COMPLIANCE WITH CITY OF RENTON STANDARDS (0
W
Q
O
SAPPHIRE ON TALBOT
CONSTRUCTION DETAILS
DATE:03/ 1912021 =
FIELDBOOK: N/A
PAGE: NIA CL
DRAWING NO:
18615
SHEET: 18
OF: 19
R-407217