HomeMy WebLinkAboutR-393037\` BOLT -DOWN SL(
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SECTION 1 A 1
5"
3 1/2"
1
3l4" 3l4'
4 3/4" DIAM. HOLE 1 1/4'
10 DIAM. HANDLE
SECTION CO 1
SOLT4DOWN SLOT DETAIL
SEE NOTE 1
SECTION0.
NOTES
1 Provide two slots in the cover that are vertically aligned
with the holes in the frame.Location of bolt -down slots
varies among different manufacturers.
2. Alternative reinforcing designs are acceptable in
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.
ISOMETRIC
~�Y o STD. PLAN — 204.10
PUBLIC WORKS RECTANGULAR SOLID
DEPARTMENT METAL COVER
MARCH 2O08
RECTANGULAR SOLID METAL COVER
(COR STD. PLAN 204.10)
NO SCALE
LEGAL DESCRIPTION
ONLY ONE OF THE LISTED TITLE REPORTS CONTAINED THE ASSOCIATED SUPPORT DOCUMENTS. DUE
TO THIS, NOT ALL EASEMENTS MAY BE SHOWN.
-PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS-700523-WA1 DATED NOVEMBER 3, 2014
LOT 11, BLOCK 7, RENTON FARM PLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF
PLATS, PAGE 97, RECORDS OF KING COUNTY, WASHINGTON.
EXCEPT THAT PROPERTY OF SAID PREMISES DEEDED TO THE CITY OF RENTON FOR RIGHT OF WAY
UNDER DEED RECORDED JUNE 7, 1994 UNDER RECORDING NO. 940607577.
-PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS-700528-WA1 DATED NOVEMBER 6, 2014
THE WEST 50 FEET OF THE EAST 225TH FEET OF LOTS 11 AND 12, BLOCK 3, SARTORISVILLE, ACCORDING
TO TH PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 7, IN KING COUNTY, WASHINGTON.
-PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS-700531-WA1 DATED NOVEMBER 6, 2014
THE EAST 75 FEET OF LOTS 11 AND 12, BLOCK 3, SARTORISVILLE, ACCORDING TO TH PLAT THEREOF
RECORDED IN VOLUME 8 OF PLATS, PAGE 7, IN KING COUNTY, WASHINGTON.
-PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS-700518-WA1 DATED NOVEMBER 5, 2014
LOTS 1 THROUGH 6 INCLUSIVE, BLOCK 7, RENTON FARM PLAT, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 10 OF PLATS, PAGE 97, IN KING COUNTY, WASHINGTON.
AS -BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERA710NaFTHIS DOQIYENrSHALLNVAlIDA1ETIE
PROFES90NAL SEAL AND SIGNATURE PUBLICATION OF
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOCI11E11TDOES NOT OEROGATEfRpIRESERVED
OINEIIP WITS IN R THIS DOCUIENT IS FOR USE
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY �YFOR THE PROJECT DENTIREDNTHE nTLEBLoac
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADORIDNTOTNArPRaECTaRFaRANroTNQtPRo�Ecr.
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NOTES
1. Provide two slots in the grate that are vertically aligned with the holes in the frame
Location of bolt -down slots varies among different manufacturers.
2. Refer to Standard Specification 9-05.15(2) for additional requirements.
3. The thickness of the grate shall not exceed 1 5/8".
4. Unless otherwise specified, vaned grates shall be used with standard frame
in the travel way, gutter or shoulder. vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
ISOMETRIC
SLOT - SEE DETAIL
AND NOTE 1
3/8" (9mm) RECESSED
LETTERING
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
~�Y o STD. PLAN — 204.40
PUBLIC WORKS RECTANGULAR
DEPARTMENT HERRINGBONE GRATE
MARCH 2O08
RECTANGULAR HERRINGBONE GRATE
(COR STD. PLAN 204.40)
NO SCALE
-PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS-700530-WA1 DATED NOVEMBER 6, 2014
THE WEST 50 FEET OF THE EAST 175 FEET OF LOTS 11 AND 12, BLOCK 3, SARTORISVILLE, ACCORDING
TO TH PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 7, IN KING COUNTY, WASHINGTON.
-PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS-700525-WA1 DATED NOVEMBER 3, 2014
LOT 13, BLOCK 7, RENTON FARM PLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF
PLATS, PAGE 97, RECORDS OF KING COUNTY, WASHINGTON.
EXCEPT THAT PROPERTY OF SAID PREMISES DEEDED TO THE CITY OF RENTON FOR RIGHT OF WAY
UNDER DEED RECORDED JUNE 7, 1994 UNDER RECORDING NO. 940607575.
-PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS-700529-WA1 DATED NOVEMBER 6, 2014
THE WEST 50 FEET OF THE EAST 125 FEET OF LOTS 11 AND 12, BLOCK 3SARTORISVILLE, ACCORDING TO
TH PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 7, IN KING COUNTY, WASHINGTON.
-PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS-700519-WA1 DATED NOVEMBER 3, 2014
LOT 7, BLOCK 7, RENTON FARM PLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF
PLATS, PAGE 97, RECORDS OF KING COUNTY, WASHINGTON.
PER FIRST AMERICAN TITLE INSURANCE COMPANY
_ 5
[ 4
3
2
If&
T A C O M A' SEATTLE • SPOKANE •TRI-CITIES 1
2215 North 30th Street, Suite 300 Tacoma, WA 98403 N 0
19253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB
RAMP REVISION
STORM DRAINAGE REVISIONS
CITY COMMENTS
ADDENDUM NO. 3
ADDENDUM NO. 1
REVISION
1/2" [13mm] LETTERING
BOLTHOLES-3 PLCS EQUALLY SPACED 120'
DRpI O APART ON231/16"(586mm)DIA B.C.
T
J F9
q 3
RENTON
AHEAD OF THE CURVE
DRAIN
(1)1' (25mm)
DIA PICKHOLE
1 1/4' [32mm] LETTERING
PLAN VIEW
25" DIA.
[635mm] 1"
[25mm]
[19mm]
F 63/4' 21/2"
[22�m1 [64mm]
TYP
COVER SECTION VIEW
26 1/2" DIA _
[673mm]
25 114" DIA _
[641mm] 1 1/16"m
[27mm]
1/4' (Bmm) DIA
NEOPRENE GASKET
6"
[152m]
5/8" 23 3W DIA CL OPEN
[16mm] [594mm]
275/16" DIA
[694mm1
34 1/8" DIA
[867mm]
FRAME SECTION VIEW
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
5A3"-11 x 1.5 ss
RUBBER WASHER
EON BOLTING DETAIL
[Bmm] 1 1/16"
[27mm]
[3mm]
1/8"
[R3mm]
GASKET GROOVE DETAIL
NOTES
ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRONWORKS INC. No. 3717C1
OR APPROVED EQUAL.
ti�Y,o STD. PLAN — 204.50
PUBLIC WORKS STORM ROUND FRAME AND COVER
DEPARTMENT
MARCH 2O08
STORM ROUND FRAME AND COVER
(COR STD. PLAN 204.50)
NO SCALE
#6 BARS T SPACING
20 x 24",
24" DIAM., 48" DIAM.
OR 54" DIAM. HOLE
12 �J
TL 1" MIN.
2 1/2" MAX.
84" or 96" FLAT SLAB TOP
ORDER NO. NCS-700524-WA1 DATED NOVEMBER 6, 2014
LOT 12, BLOCK 7, RENTON FARM PLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF
PLATS, PAGE 97, RECORDS OF KING COUNTY, WASHINGTON
EXCEPT THE FOLLOWING DESCRIBED PORTION:
BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 12; THENCE NORTH 00°55102" EAST ALONG THE
WEST LINE OF SAID LOT, A DISTANCE OF 44.98 FEET TO THE NORTH LINE OF SAID LOT; THENCE SOUTH
89°06'59" EAST ALONG SAID NORTH LINE A DISTANCE OF 6.02 FEET; THENCE SOUTH 04°43155" WEST A
DISTANCE OF 45.08 FEET TO THE SOUTH LINE OF SAID LOT; THENCE NORTH 89°06144" WEST ALONG SAID
SOUTH LINE, A DISTANCE OF 3.02 FEET TO THE POINT OF BEGINNING.
-PER FIRST AMERICAN TITLE INSURANCE COMPANY
ORDER NO. NCS-779077-WA1 DATED FEBRUARY 18, 2016
LOTS 1 THROUGH 10, INCLUSIVE, BLOCK 3, SARTORISVILLE, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 8 OF PLATS, PAGE 7, RECORDS OF KING COUNTY, WASHINGTON.
WJF
2/22/18
WJF
SURVEYED:
D. FOLLANSBEE
WJF
12/13/17
WJF
DESIGNED:
G. TAUSCHECK
WJF
4/21/17
WJF
WJF
3/17/17
WJF
DRAWN:
F. KATONA
WJF
3/1/17
WJF
CHECKED:
W. FIERST
BY
DATE
APPR
APPROVED:
S. COMFORT
#5 BARS @ 6" SPACING
2D" x 24",
24" DIAM., 48" DIAM.
OR 54" DIAM. HOLE
2' (7`
mU 1" MIN.
2 1/2" MAX.
72" FLAT SLAB TOP
#4 BARS @ 6" SPACING
20" x 24" OR
24" DIAM. HOLE [.._
2" (TYP.)
1" MIN.
2 112" MAX.
48", 54", or 60" FLAT SLAB TOP
TYPICAL ORIENTATION
FOR ACCESS AND STEPS
21 I
TA
VA
Z X
1. 48" MIN. I ..
ECCENTRIC CONE SECTION
R 12"
\k— ONE #3 BAR HOOP FOR 6" 1
TWO #3 BAR HOOPS FOR 12"�
RECTANGULAR ADJUSTMENT SECTION
1.0 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.
/Y 0
,
12" (TYP.)
v
6"
tr
12"
PREFABRICATED LADDER
12" MIN.
rn
STEP
34'
Ty
<�>ONE #3 BAR HOOP 4" "I "
�S+
CIRCULAR ADJUSTMENT SECTION
`''�► PUBLIC WORKS MISCELLANEOUS DETAILS FOR
•P!!DEPARTMENT DRAINAGE STRUCTURES
MISCELLANEOUS DETAILS FOR
DRAINAGE STRUCTURES
(COR STD. PLAN 204.60)
NO SCALE
CONSTRUCTION RECORD DRAWINGS
SCALE:
VERTIAAVAS SHOWN HORIZONTAL`" NAD U 983/111991 6� pal
+�,� , CITY OF
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
STD. PLAN — 204.60
MARCH 2O08
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICT
STORM DRAINAGE NOTES
AND DETAILS V
05/04/2017
PAGE:
DRAWING NO:
C7.14
SHEET: 4OF: 4 43
CV
CD
O
R-393037