HomeMy WebLinkAboutR-408543o
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DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
I
I
112'
BOLT -DOWN SLOT, IyII
SEE DETAIL AND 34'
NOTE 1
I
I � I
I I
I I
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
ISOMETRIC
iF24"
4 EQUAL SPACES 4 EQUAL SPACES
1 5,'8" MAX. J
SECTION A
NOTES:
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 518"-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.
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 204.30
PUBLICWORI<S
RECTANGULAR BI-DIRECTIONAL
PPR D:
JL-�IINAF DEPARTMENT
VANED GRATE
GAZ9/28/2018 I
DATE
RECTANGULAR BI-DIRECTIONAL VANED GRATE
C5,4 NTS
DocuSign Envelope ID: 6EEC F586-602A-4E4A-B436-A317AA638878
SEE STANDARD PLANS 110, 110.1, 11 D.2, AND 111 FOR PAVEMENT
RESTORATION REQUIREMENTS
SURFACE RESTORATION AS
SPECIFIED IN CONTRACT DOCUMENTS
--- 12"MIN.--- EXISTING PAVEMENT SURFACE
Ii
-`-------r---------
M N. , SEE NOTE 4
t7
NEAT LINE TRENCH ��
'CRUSHED SURFACING TOP COURSE" PER
/ WSDOT STD. SPEC 9-03.9(3), COMPACTED
OF MAXIMUM DENSITY
"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 TD 95% OF MAXIMUM DENSITY
BENCH AS NEEDED FOR
SHORING SYSTEM WHEN
DEPTH IS 4' OR GREATER
PIPE
PIPE ZONE BEDDING AND BACKFILL
ie
PER STD. PLANS 220.00 AND 220.10
�- SEE NOTE 1 ►
UNPAVED AREAS I PAVED AREAS
NOTES:
1.
SEE WSDOTIAPWA 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.
1
MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS
DETERMINED BY PIPE MANUFACTURER.
4.
IN PAVED AREAS IF PIPE HAS LESS THAN T OF COVER USE "CRUSHED
SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE.
5.
SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NOT70 SCALE (NTS)
STD. PLAN - 220.20
[PR9/28/2018 I
GAZ
PUBLIC WORI<S
U'RDEPARTMENT
TYPICAL TRENCH AND BACKFILL
wrt.a DATE
TYPICAL TRENCH AND BACKFILL
:45 AN
:45 m
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
1/2" LETTERING
BOLT HOLES-3 PLACES
EQUALLY SPACED 120' APART ON
23 1/16" DIA. B.C.
RENTO
DRAIN
(1) 1" DIA. PICKHOLE
o
m nu um, 11/4'LETTERING
25' DIA.
314"
2 112"
COVER SECTION VIEW
26 1/2" DIA.
25 1/4" DIA.
114" DIA. NEOPRENE GASKET
1116'
6"
5; 8" 23 318" DIA. CL OPEN
.7 5/16' DIA.
34 1/8" DIA.
FRAME SECTION VIEW
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
518'-11 x 1.5 SS RUBBER
WASHER
EON BOLTING DETAIL
18"
R1/8'
GASKET GROOVE DETAIL
NOTES:
1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1
OR APPROVED EQUAL.
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 204.50
•�• PUBLIC WORKS ft�
"` DEPARTMENT STORM ROUND FRAME AND COVER Z 9/28/2018 I
DATE
STORM ROUND FRAME AND COVER
C5.4 NTS
DocuSign Envelope ID: 6EECF586-602A-4E4A-B436-A317AA638878
®r�,
4' FLAT FACE GOTHIC
9"DIA 4"
7
8-1/8"OIA1O-VTDIA(2) 318%16 SS SOCKET HEAD CAP 15" DIA(1) OPEN PICKHOLSCREW (ALLENHEAD) WNVSHRS
ON A 8' DIA BOLT CIRCLE
CAST IRON FRAME AND
COVER, SEE
E'� NOTE 3 I-
I I
'Qv
8" CLA55
ASPHALT, SEE NOTE4
ql�
CLEANOUT RISER, SEE NOTE 2
SOIL TIGHT 45' BEND
WYE
SOIL TIGHT
COUPLER
-\\\
UNDERDRFCOLLECTOR
G
DRAIN COLR
ROOF DRA
PIPE, SEE
t
TO OVERFLOW C
STRUCTURE OR -
STORM MAIN
PAVED AREA (TYP.)
12' EXTEND CLEANOUT RISER
2" ABOVE DESIGN PONDING
ELEVATION OR PER PLAN -
DESIGN PONDING
ELEVATION
4COMPACTED SAND OR
GRAVEL BACKFILL FOR DRAINS
PER WSDOT9-03.12(4) Q
��I I
CLEANOUT RISER,
SEE NOTE 2
- MECHANICAL PLUG OR
CONTINUED CONNECTION
TYPICAL CLEANOUT CONFIGURATION
-1 8-13116" DIA
518"
FERNCO GASKETED
QUIK CAP OR SIMILAR
4" STREAMBED COBBLES
PER WSDOT 9-03.11(2)
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 SIZE AND MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE.
3. FRAME AND COVER SHALL BE EJ PRODUCT NO.00367549BOl OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED'STORM'.
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.
GENERAL NOTES:
1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 1 DO
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.
UNLESSOTHERWISE NOTED, DRAWING IS NOT705CALF (NTS)
STD. PLAN - 226.00
PUBLIC WORKS APPROVED
DEPARTMENT STORM SYSTEM CLEANOUT GAZ 9/28/2018 I
DATE
STORM SYSTEM CLEANOUT
NTS C5.4 NTS
CPR o t errs
ENGINEERING PLLC
6413 Phinney Ave North
Seattle, Washington 98103
Ph 20b.59b.7115
Ld coterraengineering.com
2 DO
RECORD DRAWINGS
REVISION
:45 AN
:45 Ar
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
#6 BARS @ 7' SPACING
12" (fYP.)
20'x24", ZV DIA.,
46"
48' DIA., OR 54"
MAX.
DIA. HOLE
8'
f 2" (TYPJ
_L
-
9"
12
12 T_
1"MIN.
2 112" MAX.
84" or 96" FLAT SLAB TOP
PREFABRICATED LADDER 12"
MIN.
6"
#5 BARS @ 6" SPACING
STEP s vz" MAX.
20"x24", 24" DIA., Ix
48" DIA., OR 54"
DIA. HOLE
�+ 2' (TYP.)
24"
1"MIN.21/2"MAX.
MIN
72" FLAT SLAB TOP18"MIN.
021"
42" MAX.
#4 BARS @ 6- SPACING
-
20"x24"OR
26" DIA. HOLE
48' IN --�
TYPICAL ORIENTATION ECCENTRIC CONE SECTION
2" (TYP.)
FOR ACCESS AND STEPS
1"MIN.
8 2 112" MAX.
48", 54", or 60" FLAT SLAB TOP
S0 32
2R 2p. 34
5 S+
� 1", 2', 4', 8", 1T, OR 24" ONE #3 BAR HOOP FOR 6"
\Il , 5'
HEIGHT INCREMENT �.I
EQUALLY), SEE NOTE 1 'I
�S.
1"• 2", 4"� 6".
12", OR 24"
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY), CIRCULAR ADJUSTMENT SECTION
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
NOTES:
1. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF
0,12 SQUARE INCHES PER FOOT MAY BE USED FOR ADJUSTMENT SECTIONS.
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
"
Ds STD. PLAN - 204.60
. PUBLIC WORI<S
MISCELLANEOUS DETAILS FOR
APR
'�„ DEPARTMENT
DRAINAGE STRUCTURESAZ
9/28/2018
�reaw m"m.r DATE
art,aammrsr".a
MISC. DETAILS FOR DRAINAGE STRUCTURES
45 AN
DocuSign Envelope ID: 6 EEC F5B6-602A-4E4A-B436-A317AA638878
SEE NOTE 4,
LIMIT OF PIPE ZONE
PIPE ZONE BEDDING AND
'T
BACKFILL, SEE NOTE 5
f
6'
O.D.
FOUNDATION
LEVEL
6'
FOUNDATION MATERIAL,
IF REQUIRED, SEE NOTE 6
FLEXIBLE PIPE
GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3))
OR MAINTENANCE ROCK (WSDOT 9-03.9(4))
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 DR B PER STANDARD WSDOT/APWA
SPECIFICATIONS SECTION 9-D3.17.
MINIMUM
ALLOWED IN ZONE 1
PIPE TYPE
COVER (FT)
PUBLIC?
PRIYATE?
OF THE APAT
LINE CORRUGATED POLYETHYLENE
PIPE (LCPE)
20
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 (HOPE)
2 0
YES
YES
YES
DIAMETER
MINIMUM DISTANCE
BETWEEN BARRELS
12" TO 24"
12'
30' TO W'
DIAMETER 13
102" TO 180'
4B"
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 220.10
rr PUBLIC WORI<S PIPE ZONE BEDDING AND PPR "_
'�„ DEPARTMENT COMPACTION -FLEXIBLE PIPE GAZ 9/zs/zols I
DATE
:45 Ar
PIPE ZONE BEDDING AND COMPACTION - FLEXIBLE PIPE
C5.4 NTS C5.4 NTS
DocuSign Envelope ID;6EECF5B6-602A-4E4A-B436-A317AA638878
OPTIONAL PARALLEL TANK
r------ - - - - - - - - - - - - - - - - - - - - - -
- -
I
136"MIN.I
I\ I
H-1--J ( )
1
1 1
INLET PIPE
(BACKUP SYSTEMS,
�L-------------------------------J
ACCESS RISERS, SEE NOTE 4
�� i/
�TT� SAME SIZE AS INLET PIPE,
WHERE ALLOWED) I/ I
12" MIN. DIA
Ill
2-MIN.
I
I I
I I
ACCESS RISERS PER
FLOW _
A u�
OUTLET PIPE O
STD. PLAN 235.10
N�
O INLET PIPE
CONTROL
0
(FLOW THROUGH)
STRUCTURE WITH
SOLID LOCKING LID
36" MIN. CONNECTOR
PLAN
PIPE
TYPE 2REQUICATCHBASIN(CB)
"FLOW-THROUGH" SYSTEM SHOWN SOLID.
ED FOR FLO
DESIGNS FOR "FLOW BACKUP" SYSTEM AND
SYSTEM ONLY PER STD. PLAN 201.
PARALLEL TANKS SHOWN DASHED
FINISH GRADE
50' MAX. 100' MAX,
2" MIN. DIA. AIR VENT PIPE
ACCESS RISERS, SEE WELDED TO TANK (REQUIRED
STD. PLAN 235.10 IF NO ACCESS RISER ON TANK)
2' MAX
T MIN.
® 2' MIN.
SEE NOTE 10 DETENTION TANK
(TYPO � (SIZE AS REQUIRED)
.-Y 6" SEDIMENT STORAGE �-r FLOW
-�` 2' MIN.
2' MIN. 36' MIN. DIA, (T1'P.) SEE NOTE 10 (T1'P.)
CONTROL STRUCTURE (PROP-T SECTION A
SHOWN), MIN. 54- DIA. TYPE 2 CB
PER STD. PLAN 237.00
FLOW RESTRICTOR PER STD. PLAN 237,00
NOTES:
1. THIS DETAIL IS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGURATION WILL VARY DEPENDING ON SPECIFIC SITE CONSTRAINTS AND
APPLICABLE DESIGN CRITERIA.
2. MINIMUM TANK DIAMETER IS 36 INCHES.
3. METAL PARTS PREFERRED TO BE STAINLESS STEEL. ALUMINIZED STEEL, OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH
TREATMENTS 1, 2, OR 5.
4. ACCESS RISERS REQUIRED CENTERED NO MORE THAN 50 FEET FROM ANY LOCATION WITHIN THE DETENTION TANK.
5. H-20 LIVE LOADS MUST BE ACCOMMODATED FOR TANKS LYING UNDER PARKING AREAS, ROADWAYS, AND ACCESS ROADS.
5. BEDDING OF THE PIPE SHALL BE IN ACCORDANCE WITH STD. PLAN 220.00.
7. PRIOR TO STARTUP, DETENTION TANK SHALL PASS LEAK TEST.
8. PIPE MATERIAL, JOINTS, AND PROTECTIVE TREATMENT FOR TANKS SHALL BE IN ACCORDANCE WITH SECTIONS 7-04 AND 9-05 OF THE WSDOT/APWA
STANDARD SPECIFICATION.
9. ALL TANK ACCESS OPENINGS MUST BE READILY ACCESSIBLE BY MAINTENANCE VEHICLES.
10. 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.
11. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 235.00
Aou• " PUBLIC WORKS PPROVED.
`� DEPARTMENT
TYPICAL DETENTION TANK GAZ 9/28/2018 I
v"rt,aam"�vmr" DATE
TYPICAL DETENTION TANK
NTS
4/9/21
SURVEYED: -
DESIGNED: MB
DRAWN: MB
CHECKED: PA
BY
DATE
APPR
APPROVED:
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL, NAD 1983/1991
DATUM
:45 AI
CONSTRUCTOR
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED
UPON UTILITY AS -BUILT SURVEY
PREPARED BY DAVID EVANS &
ASSOCIATES, INC., DATED 3/23/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
+_ CITY OF
RENTON
Planning/Building/Public Works Dept.
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WU
R-408543ui
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
2
WILLOWCREST TOWNHOMES
EDMONDS AVE NE, RENTON, WA
CITY OF RENTON CML DETAILS
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DATE:
7/29/19 U
FIELDBOOK:
PAGE: O
DRAWING NO: J
C5.4 `J
SHEEP: OF,
21 35