HomeMy WebLinkAboutR-422918A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
DocuSign Envelope ID. 6EEC.F5BB-602A-4E4A-B436-A317AA838878 DocuSign Envelope ID: 3B1BML)3-7EOA-476C-AD63-4329FFEOC108 DocuSign Envelope ID. 6EECF5B8-602A-4E4A-5436-A317AA638878
PIPE ZONE BEDDING AND
BAOKFLL. SEE NOTE 4 -
FOUNDATION
LEVEL -
FOUNDATION TLATERIPL,
IF RC-0UIRED, SEE NOTE 5
TRENCH WIDTH,
BETE NOTE 3
PIPE 26IE BEDDnMG AND SPAN
BACKFILL, SEE NOTE
d T}
1
RISE
FOUNDATION
LEVEL ---------- V//z I.- I I
r FOUNDATION MATERIAL, 8"
OFREQUIRED. SEE NOTE,
MID FINE NOTES:
1. PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE
CONSTRUCTION IN AN EMBANKMENT_ FOR PIPE CONSTRUCTION IN
A TRENCH, THE HORIZONTAL LIMITS OF THE PIPE COMPACTION
ZONE SMALL BE TIME WALLS OF THE TRENCH.
2, DD IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR T41C
OUTSIDE SPAN OF PIPE -ARCM.
3 SEE STANDARD WSDOTIAPWA SPECIFICATIONS SECTION 2-094 FOR
TRENCH WIDTH.
4. PIPE PONE BEDDING AND DACKFILL MATERIAL SHALL OE PLACED IN
E- LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY.
3 EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SAIL AND REPLACE
WITH FOUNDATION MATERIAL CLASSAOTB PER STANDARD
WSOOTIAPWASPECI ICATIDNS SECTION 9-D3.17.
GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9A3-12(31)
OR MAINTENANCE ROCK 4 W SD07 W3.9(41)
NINIM/UN
ALLOWED IN ZONE 1
PIPE TYPE
COWER CFTI
PUBLICi
_
PRIVATE?
_
OF THE APA7
CORRUGATED
STEEL PIPE
2.0
YES
YES
YES
SPIRAL RIB STEEL
PIPE
2.0
YES
YES
YES
PLAIN CONCRETE
PIPE 4Kp1
2.0
NO
YES
NO
REINFORCED
CONCRETE POPE
1.0
YES
YES
NO
(RCIP)
CORRUGATED OR
SPIRAL RIB
2.0
YES
YES
NO
ALUMINUM PIPE
DUCTILE WON PIPE
1.D
YES
YES
YES
CIRCULAR PIPE
DIATlTEB
MNNUM INISTAN00
BETWEEN BARRELS
12'T'Q 2N'
12,
Ar TO 90'
DLAMI i A
10T TC71IT0'
4B"
FIFE -ARCH
SPAN
MINIMUM DISTANCE
BETWEEN BARRELS
19- TO 36,
1 Y
43' To 142'
SPAN 13
14E TO 12V
4IF
UNLESS DTHERW 1SE NOTED, DRAWNO IS NOT TO SCALE INTS)
STD. PLAN - 220.00
PUBLICWORKS PIPE ZONE BEDDING AND A'�R
DEPARTMENT COMPACTION - RIGID PIPE GAZ 9/29/2018 I
Ftw+r weroarru DATE
DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108
2' MIN. CLEARANCE TO
ANY PORTION OF FLOW RESTRICTOR
TEE INCLUDING ELBOWS
REMOVABLE WATERTIGHT I
COUPLING OR FLANGE 2" MIN. A I
ELBOW RESTRICTOR,
SEE DETAIL AND NOTE 10
6" MIN.
2' MIN,
6" MAX. -�
PLATE WELDED TO ELBOW WITH
ORIFICE AS SPECIFIED, SEE NOTE 3
ELBOW RESTRICTOR DETAIL
ELEVATION PER PLANS
12" MIN. UNDER
PAVEMENT
16" MAX.
6" MIN.
ELBOW RESTRICTOR,
SEE DETAIL AND NOTE 10
PIPE SUPPORTS, SEE NOTE 6
1." D
MIN.
AD
a�ISOMETRIC
OUTLET PIPE, SEE
NOTES 1 & 5
INVERTAND
ELEVATION PER PLANS
12" SECTION OF PIPE ATTACHED BY
GASKETED BAND TO ALLOW REMOVAL
WELDED RESTRICTOR PLATE WITH
ORIFICE DIA AS SPECIFIED, SEE NOTE 10
ADDITIONAL LADDER RUNGS (IN SETS) TO
ALLOW ACCESS TO TANKS, VAULTS
WHEN CATCH IS FILLED WITH WATER
rl
.- / II
�'/ /ANGLE AS /
-\ I✓ NECESSARY, /
SEE NOTE
PLAN VIEW
FRAME & SOLID COVER MARKED "DRAIN" WITH
LOCKING BOLTS PER STD. PLANS 204.40 AND 204.50
VERTICAL BAR GRATE FOR
SECONDARY INLET
=SIGN WATER
SURFACE
HANDHOLDS, STEPS, OR LADDER
- 12" (TYP.)
- 2' MIN.
SEE NOTE 9 (TYP.)
FA4_/_
INLET PIPE
2'
MIN.
SHEAR GATE WITH CONTROL ROD FOR
CLEANOUT/DRAIN (ROD BENT AS REQUIRED
FOR VERTICAL ALIGNMENT WITH COVER)
2
PER STD. PLAN 237.30
MIN.
12"
NOTES: SECTION A
1. USE A MIMIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN.
2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW.
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. FRAME AND LADDER OR STEPS OFFSET SO:
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE.
C. FRAME IS CLEAR OF CURB.
5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/411.
6. PROVIDE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM T-O" VERTICAL SPACING).
7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN.
8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER.
9. 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.
10. IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 237.00
Ro PUBLIC WORKS FLOW CONTROL STRUCTURE -[AB71M1�I by:
I DEPARTMENT RESTRICTOR TEE Martin Pastucha 8/13/20
Vkz1V�)BMe}9D... DATE
41
z
:4S aN
0 1 8:
SEE Non 4.
LIMIT OF PIPE ZONE -7
PIPE ZONE BEDDING NNQ T
BACKFILL, SEE NOTE 5 / T
/ IV
FOUNDATION
LEVEL -
FOUNDATION MATERIAL
IF REQUIRED. SEE NOTE 6
FLEXIBLE PIPE
Ind GRAVEL BACKFILL FOR PIPE ZONE BEDDING M500T8-0.12(3))
OR (MAINTENANCE RACK IWSDOT 9L43.914)I
FUrXIBiE PIPE NOTES:
1, PROWIQE UNIFORM SUP"T UNDER BARRELS.
2. HAND TAMP UNDER HAUNCHES,
3. DIRECTLY OVER PIPE, HAND TAMP ONLY.
4, SEE STANDARD WSDOT/APWASPECINKATIONSSECTI9M2-09.4 FOR
TRENCH WIDTH.
4, PIPE ZONE BEDDING AND BACKFILL MATERIAL SHIALL BE PLACED INS•
LOOSE LAYERS AND COMPACTED TO 957 MAXIMUM DEMSITY.
6, EXCAVATE UNSTABLE NWATERIAL DOWN TO FIRM SOIL APID REPLACE WITH
FOUNDATION MATERIAL CLASS A OR B PER STANDARD %NSDOMAPWA
SPECIFICATIONS SECTION 9-M.17.
PIPE TYPE
MINIMUM
COVER. OFT)
PUBLIC]
PRIVATE?
ALLOWED IN ZONE 1
OF THE APAT
LINE CORRUGATED PCLYETIHYLENE PIPE ILCPE)
WI)
YES
YES
YLS
CORRUGATED POLYETHYLENE PIPE ICIPEI - TRIPLE WALL
21)
YES
YES
YES
POLYVINYL CHLORIDE PIPE(PYCI
30
YES
YES
YES
SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HOPE)
2,0
YES
YES
YES
POLYPROPYLENE PIPE (PPI - DUAL WALL
2,0
YES
YES
YES
MINIMUN DISTANCE.
DILEIETER
BETYNEEN BARRELS
IZ'TO 44'
IZ'
90"TOW.
DIAMETERI3
17I'To 140"
48'
UNLESS OTHERWIISE NOTED, bRAW INC. iS 140T TO SCALE IN I sI
ApmtL STD, PLAN - 220.10
+► PUBLIC WORKS PIPE ZONE BEDDING AND 111TJGI4af
DEPARTMENT COMPACTION - FLEXIBLE PIPE Aartin Pastucha 8/13/20a
°'e'uselsuuo DATE
DOWNSPOUT SYSTEM, SEE
ARCHITECTURAL PLANS
NEENAH CASTIRON DOWNSPOUT
18
SHOE. COORDINATE WITH ARCHITECT BUILDING WALL,
FOR SPECIFIC MODEL TO BE USED. FOUNDATION, AND FLOOR
CONNECT INTO 4" PVC TO COLLECTOR SLAB. SEE STRUCTURAL
a
FINISH GRADE
(VARIES, SEE PLAN)
d
q 4
WYE ALONG ROOF DRAIN
LINE (SIZE TO MATCH ROOF
DRAIN WITH ADAPTER TO
MATCH DOWNSPOUT) SEE
PLAN FOR LOCATIONS
4 Q Q
/ ad O Q
4
a a
a
INSTALL 3/8" THICK X 4" TALL
EXPANSION JOINT MATERIAL
BETWEEN VENEER AND
PAVEMENT/LANDSCAPE SECTION.
4 d O
d O
d O d
900 BEND FITTING
45 BEND FITTING
4" x 8" REDUCER
TYPICAL DOWNSPOUT CONNECTION
a --
I V SCALE: N.T.S.
• Call 811
• ® two business days
before you dig NO.
REVISION
FRAME AND VANED ORATE
4', K. 12-. OR 2P
ONE 93 BAR HOOP FOR F' HEP3KT
INCREMENT (SPACED EDUALLY},
SEE NOTE
RECTANOULAR ADJUSTMENT SECTION
�s
4�V A �
93 SAR EACH CORNER I IA. I
*3 BAR EACH SIDE Y�
i•
MS BAR EACH WAY
(PRECAST BASE 8ECTION
NJ BAR HOOP
IU BAR EACH
CORNER IV MIN..
SEE NOTE I
ALTERNATIVE PRECAST BASE SSCTION
L► PUBLIC WCIRKS
�I11 DEPARTMENT
SURVEYED:
DESIGNED:
DKM/RJJ
DRAWN:
KLK/DKM
CHECKED:
DCD
BY DATE APPR APPROVED:
DCD
PIPE ALLOWANCES
MAXIRWN
PIPE MATERIAL
INSIDE
DIAMETER
1r
REWORCED OR PLAIN
CONCRETE
ALLMETALVIPE
1V
CPSSP',
12-
STD. SPEC. 941520
SOLID WALL PVC.
STD. SPEC. 945.12(1)
1 �,
PROFILEWALLPVC,
STO. SPEC. 9-OE.1212)
iB-
'CORRUGATED POLYETHYLENE STORM
SKEWER PIPE
NOTES:
1. AS ACCEPTABLE ALTERNATIVES TO THE REEUU7 SHOWN
IN THE PRECAST EASE SECTION, FIBERS IPLAOED IN
ACCORDANCE WITH STANDARD SPECIFICATION
9 &SQ91). OR WARE MESH HAVINGA MINIMUM AREA OF
D.12 SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED RESAR SHOWN IN THE
ALTERNATNE PRECAST BASE SECTION. WIRE MESH
SHALL NOT BE PLACED IN THE KNDI:KOUTS, AS AN
ACCEPTABLE ALTERNATIVE TO THE REAR SHOWN IN
THE RFCTANGULARADJUSTMENT SFCTION, WIRE MFSM
HALVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOTMAY BE USED
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20- KNICCKOUTS SHALL HAVE A MALL THICKNES$
DF 2' MINIMLIM TO 2.5' MAXIMUM. PROVIDE A 1.5'
MINIMUM GAP DETWEEN. THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
FILL THE GAP WITTH JCINT MORTAR IN ACCORDANCE WITH
STANCIARD SPECIFICATION 11.144,3
I THE MA:UMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE IWUERT MALL BE $ FEET
4_ THE FRAME AND {IRATE 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
I H24V OR STEEPER_
8. THE OPENING SHALL BE MEASUREDAT THE TOP OF THE
PRECAST BASE SECTION.
T ALL PICKUP HOLES SHALL BE GROUTED FULL AFTERTHE
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
NQNSHI INK APPLICATIONS IN ACCORDANCE WITH
37ANDARDSPELNFICATION 9.20,N2l,
8 ALL GRACE RINGSAND CASTINGS SHALL BE SET IN
MORTAR IN ACCCRDANCEWATH STANDARD
SPECIFICATION li-W,3 THEM APPLY MORTAR TO INfiIDE
AND OUTSIDE OF ALL JOINTS, RINGS. RISERS, AND
FRAMES.
9- MORTAR SMALL BE HIKED AND APPLIED PER
MANUFACTURER'S DOWGTIONS.
10.. FRAME SHALL BE ADJUSTED TO PAVEMENTGRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH,
11 ALL MORTAR JOINTS SMALL RE TRIMMED FLUSH AND
REMAIN VISNLE UPON COMPLETION,
LNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE 4WM)
STD. PLAN - 200.00
APPR 0:
CATCH BASIN TYPE 1 GAZ 9/28/2018 1
DATE
:45 AI
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B4WA817AA63887B
FRAME AND (VANED ORATE
CLEAN ESURFAZE UNIFORM C BOTTOM AREA.
PROVIDE UNIFORM CONTACT, THE SURFACE
AREA. OF THE BASE SECTION MUST BE
MORTARED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION. ADJUSTMENT SECTION
I
I
I
I
I
I
I
I
� II�II�II� II�II� NIB III III ��
NO7'E81
1 THE COWER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL ORADE'UNTIL THE FINAL ELEVATION DF THE PAVEMENT, GUTTER,
DITCH, OR SIDEWALK IN. WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PEAMISSICN THEREAFTER IS GNIEN. BY THE ENGINEER TO
MORTAR IN PLACE IN ACCORDANCE WITH VYSDD7fFPWtA STANDARD SP€C1FiCA.TION 7-05.3.
2, SHIM5 SHALL NOT BE USED TO SET FRAME TO GRACE. THE USE OF SHIMS IS PROHIBITED
3, ACONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRIC155 PRIOR TO PLACEMENT.
4, ONLY BYAPPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TOCREATE A RUNNING BOND OR K BOND.
5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR_
BMORTAR SHALL MEET THE REQUIREMENTS OF AYSOOTIAPWASFANDAR❑ SPECIFICATION 9,04.3.
T, PICK ILIF7NG HOLES ARE TOME GROUTED WATER TIGHT USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN AOCOROANCEVATH STANDARD
SPMFICA71ON 9.20 3(2}
B. MORTAR SHALL 13E MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS.
B, FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF
SUFF4CIENT LENGTH.
10. ALL. MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION.
LNLLSS 0THLRWISEI10TLb. DRA.WNC IS NOT TO SCALE414TS)
STD, PLAN - 202.00
P WORKS no
CATCH BASIN INSTALLATION
ii� DEPARTMENT GAZ 912812015 I
Gwelc.rn.r.errn DATE
:45 A
14
sitts&hill
D C. O ilum
CIVIL I STRUCTURAL I SURVEY
4815 CENTER STREET I TACOMA, WA. 98409
r f 1 V PHONE: (253) 474-9449 I FAX: (253) 474-0153
A ` http://www.sittshill.com/
r
A 46449 or Project No.: 19480 Project Mgr.: DCD
° C1SiEYt t'w�' 1,yi
Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
R-422918
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ENJ
LOPMENT ENGINEERING
anders 05/08/2023
SCALE: DATE:
VERTICAL: NAVD 1988
• BROTHERTON BUICK-GMC - RENTON
AS NOTED HORIZONTAL: NAD 1983/13/1991 CITY OF
FIELDBOOK:
RENTON PAGE:
• ONE INCH DATUM DRAWING NO:
AT FULL SCALE Planning/Building/Pubic Works Dept. IF NOT ONE INCH GRADING AND STORM DRAINAGE DETAILS C3.3 B
SCALE ACCORDINGLY (PRIVATE AND PUBLIC)
SHEET: OF:
18 29
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