HomeMy WebLinkAboutR-417213@ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.
These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group Land
Development Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.
These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmental
agencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.
29 v4•
RECESSED ALLEN
HEAD CAP SCREW
5/8•-11NCx2-
GRATE
FPANE
SECTION BOLT -DOWN DETAIL
SEE NOTE 2
24 1/4*
1
-{S\ SECTION A <>
~ `SEE DETAIL ISOMETRIC VIEW
/ \
/ 718
f I 1r4" NOTES:
1 . THIS
4117 1 SEE STANDARD PLANS 204. 0, 204.20.^204. AND 204.40.'�ES OR COVERS,
•�.I ,2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED- TWO HOLES IN THE
FRAME THAT ARE VERTICALLY ALIGNED WITH HE PROVIDE
E OR COVER SLOTS.
3/4' / THE FRAME SHALL ACCEPT THE 61r-1 1 NC x 2* ALLEN HEAD CAP CREW BY
BE NG TTAPPED OR OTHER APPROVED MECHANISM. LOCATION OF
\ / BOLT -DOWN HOLES VARIES BY MANUFACTURER.
\ 2 117 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
\ DETAIL REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTSI
STD. PLAN - 204.00
1. DEPARTMENT PUBLIC WORKS RECTANGULAR FRAME D GAZ 9/28/2018 1
DATE
DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOCIDB
�1
ETERMG
)LT HOLES - 3 PLACES
LA I LLY SPACED 12V APART ON
1N6- D0. B.C.
SKID GROOVE PATTERN
DIA. PICKHOLE
{�- 2S DIA
a;4-
I 83r4' I
(TVP.)
COVER SECTION VIEW
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
5f8•-11 x 1.5 SS RUBBER
WASHER
EON BOLTING DETAIL
114' r 1 1116'
1/Ir 11
R1/8•
26 trr ow.
251/4 DA. GASKET GROOVE DETAIL
F
DIA. NEOPRENE GASKET
16
6'
.3,fi
23 3/8' DIA. CL OPEN
275116'DIA. SKID GROOVE PATTERN DETAIL
34 v6• DIA
FRAME SECTION VIEW
NOTES:
1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1
OR APPROVED EQUAL.
2. HIS COVER SHALL ONLY BE USED FOR STRUCTURES
WITHIN PRIVATE DEVELOPMENTS OUTSIDE OF PUBLIC
RIGHT-OF-WAY.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 204.40
PUBLIC WORKS STORM ROUND FRAME AND COVER
DEPARTMENT (PRIVATE) Aartin PastuchW13/2020
u "" wFD9884 w9D_. DATE
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
24"
1
a
2 11'7 DIA. HOLE
A /
�QpQ
' Qapapa
apapopa
���Q�pQpQ
Q Q
Q�Q� pQpQ
J
TOP m
ISOMETRIC
A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,
TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON
DRAINAGE NOTES AND DETAILS
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 1Sign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
I
I
I I Vz„
BOLT -DOWN SLOT, I I4'
SEE DETAIL AND
NOTE 1 I 1 1,14•
I
I
I �T�
I T I
I I
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
L � 3"
R26, SEE NOTE
4 314" 1 VT
L SECTION B
T 3'
r R3�OTE 2
5„
NOTES:
3112'
r 314"
1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES,
GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED.
i 518•
PROVIDE TWO HOLES IN THE FRAME THAT ARE
VERTICALLY ALIGNED WITH HE GRATE OR COVER SLOTS.
THE FRAME SHALL ACCEPT THE 518'-11 NC x r ALLEN
4"
Vq'
HEAD CAP SCREW BY BEING TAPPED, OR OTHER
DIAHOLE
APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES
VARIES BY MANUFACTURER.
2" DIA. HANDLE
1 V
2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN
SECTION C
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.
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 204.10
PUBLIC WORKS
_.
71�
RECTANGULAR SOLID
METAL COVER9/28/2018
1
2=z
DEPARTMENT
Iftw
DATE
DocuSign Envelope ID: 3BIB34D3-7EOA-476C-ADB3-4329FFEOC108
1/2• LETTERING
BOLT HOLES-3 PLACES
EQUALLY SPACED 120` APART ON
23 1/16" DIA B.C.
RENTO
l
D� RAIN �
(1) V DIA PICKHOLE
PL Au �jjr�v114-LETERING
25- DIA.
314-
I 2 1/2'
I 8 3/4"
(TVP.)
COVER SECTION VIEW
COVER BOTTOM VIEW
(3) SET SOC. (ALLEN HEAD)
5/e--11 x 1.5 SS RUBBER
WASHER
EON BOLTING DETAIL
26112" DIA.
25 114" DIA.
174' DIA NEOPRENE GASKET �'114'
f'`
R1/8"
518" 23 318• DIA, CL OPEN
GASKET GROOVE DETAIL
27 5l16' DIA.
34 vB" DIA.
FRAME SECTION VIEW
NOTES:
1. ALL COVERS SHALL BE LOCKING LID PER EJ No, 3717G1
OR APPROVED EQUAL.
UNLESS OTHERWISE NOTED. DRAINING IS NOT TO SCALE IN I
STD. PLAN - 204.50
= PUBLIC WORKS STORM ROUND FRAME AND COVER
011,%DEPARTMENT (PUBLIC)ENMIr.EqP91
artin Pastucha8/13/2020
149D._ DATE
Abbey Road Group
Land Development
Services Company, LLC
2102 E MAIN AVE, SUITE 109
PUYALLUP, WA 98372
P.O. Box 1224, Puyallup, WA 98371
(253) 435-3699, Fax (253) 446-3159
:45 AN
1 8:48
I I
I I
IOLT-DOWN SLOT, I
LEE DETAIL AND I 112
IOTE 1
1114'
I � I
I I
I I
BOLT -DOWN SLOT DETAIL
L _ _ _ SEE NOTE 1
SED LETTERING
5'
5'
ISOMETRIC 5
20"
5 5
24'
I-� 7 OR 8 EQUAL SPACES "
5'
1 DIRECTION FLOW I 3'
1 518" MAX. J }T
SECTION A SECTION B
NOTES:
1_ BOLTEDOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
HE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. HE FRAME SHALL ACCEPT THE 5W-11 NC x 7 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.
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 204.20
PUBLIC WORKS RECTANGULAR VANED GRATE PR
"` DEPARTMENT GAZ 9/28/2018 1
DATE
DocuSign Envelope ID: 6EECF5B6-602A-0E4A-B436-A317AA638878
#6 BARS 0 7' SPACING
12"ITVPJ
20"x24•, 24" DIA.,
48-
W DIA., OR 54"
MAX,
DIA. HOLE
�6
z" (TYP.)
12"
s
IT T_
1"MIN.
2112" MAX,
84" or 96" FLAT SLAB TOP
PREFABRICATED LADDER 12"
M.N.
#5 BARS Q 6• SPACING
T_
STEP 912 MAx.
20"x24'. 24" DIA.,
48• DIA.. OR 54"
DIA. HOLE
L� 2- (TYP )
I
_ 24"
MIN.
1" MIN.
8
2 112" MAX.
72" FLAT SLAB TOP
Ir MIN.
24' 47 MAX.
rd
#4 BARS 6' SPACING
20'.24' OR
MIN.
�-
LY
4W MIN.
TYPICAL ORIENTATION
24"DIA. HOLE
iI�-2•ITYP)
FOR ACCESS AND STEPS ECCENTRIC CONE SECTION
8 1" MIN.
2 1!2" MAX.
46", W, or 60" FLAT SLAB TOP
A0.
1C 34"
y s yI
ONE #3 BAR HOOP FOR 6' 1
\�lC HEIGHT INCREMENT(SPACED T �I
EQUALLY), SEE NOTE 1 I 1
1•.2-.4'.6•.
2 OR 24-
ONE #3 BAR HOOP FOR 6-HEIGHT
NGREME14T(SPACEDEQUALLY), CIRCULAR ADJUSTMENT SECTION
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
NOTES:
1. AS AN ACCEPTABLE ALTERNATIVE TO REBAR. WIRE MESH RAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT MAY BE USED FOR ADJUSTMENT SECTIONS.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DS STD. PLAN - 204.60
IN
• PUBLIC WORKS MISCELLANEOUS DETAILS FOR
A PR�AZ
1
DRAINAGE STRUCTURES
9/28/2018 I
DATE
�I
if-
la
Flow
OUIFALLT087Rca"
WNP
NO POLLUTANTS
THE CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL EXISTING UTILITIES PRIOR TO ANY
CONSTRUCTION. AGENCIES INVOLVED SHALL BE
NOTIFIED WITHIN A REASONABLE TIME PRIOR TO
THE START OF CONSTRUCTION.
CALL BEFORE YOU DIG (811)
WWW.WAS H I N GTON811. COM
I
I
\ I I
BOLT -DOWN SLOT,
SEEDETAIL AND y4.
NOTE 1
I
1 11P
I �T I
i'
I I
I BOLT -DOWN SLOT DETAIL
L -__SEE NOTE'
TOP
m
316" RECESSED LETTERING
TT
5'
5'
ISOMETRIC 20"
5'
5'
24'
I-� 4 EQUAL SPACES �- +- 4 EQUAL SPACES �-
I 3'
1 5rB" MAX. J T
SECTION A SECTION B
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 5/8"A 1 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 GAZ
PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL P
:45 '1� DEPARTMENT
VANED GRATE 9/28/2018 1 :45 AN
iwex, am,,,,,onxoDATE
SECTION 4.2 PIPES, OUTFALLS, AND PUMPS
FIGURE 4.2.2.A SCHEMATIC REPRESENTATION OF PIPE/CULVERT DISCHARGE PROTECTION
r, (:I-IANNFI
45 AN
12/12/2016
CITY OF RENTON REDLINES 3.18.21
HJ
4/16/2021
GH
SURVEYED:
L. WALKER
SCALE:
CITY OF RENTON REDLINES 5.24.21
HJ
5/27/2021
GH
DESIGNED:
J. BROWN
CITY OF RENTON REDLINES 7.21.21
HJ
7/27/2021
GH
DRAWN:
H.JASTRZEMBSKI
ONE INCH
CHECKED:
J. BROWN
AT FULL SCALE
IF NOT ONE INCH
N 0.
REVISION
BY
DATE
AP P R
SCALE ACCORDINGLY
APPROVED:
G. HULSMANN
PLAN
NTS
PLACE ROCK V ABOVE CROWN
BOTH SIDES OF CHANNEL FOR "A" < 8'
-ONE SIDE OF CHANNEL FOR "A" > 8'
�1' MIN. _IF
_1 I,
-I
71 DISCHARGE PIPE
i L
FILTER FABRIC
LINER UNDER 1' OR 2'
ROCK ROCK THICKNESS
SEE TABLE 4.4.1.A
SECTION A -A
NTS
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
QUIRED DIMENSIONS
8' FOR ROCK LINING
B 12' FOR RIP RAP
SEE TABLE 4.2.2.A.
NOTES:
1. ROCK TYPE = RIPRAP
2. THICKNESS= 2 FEET
3. WIDTH = DIAMETER + 6 FEET
4. LENGTH = 12 FEET
5. HEIGHT = CROWN + 1 FOOT
6. RIPRAP SHALL BE REASONABLY WELL GRADED WITH GRADATION AS
FOLLOWS:
MAXIMUM STONE SIZE: 24 INCHES (NOMINAL DIAMETER)
MEDIAN STONE SIZE: 16 INCHES
MINIMUM STONE SIZE: 4 INCHES
NOTE: RIPRAP SIZING GOVERNED BY SIDE SLOPES ON OUTLET CHANNEL IS
ASSUMED TO BE APPROXIMATELY 3:1
2017 City of Renton Surface Water Design Manual
4-32
9 C TY OF
RENTON
Planning/Building/Public Works Dept
R-417213
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING SURFACE WATER UTILITY "
NJanders 12/20/2021 J Farah 12/20/2021
DATE:
M E I L I N VIEW 11 /24/2021
1833 NE 12TH ST AGE °GK P
RENTON WA 98056 PAGE
7 DRAWING N0:
DRAINAGE NOTES AND DETAILS I SHEET:13 OF: 19
T
N
U
N
L.L