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BOLT -DOWN SLC
I DETAIL AND NOT
1
� 2 tl2"
�-11-��--
- — a
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5"
411�
�3/4" 314"
5/8"1 114"
I--- 3/4" DIAM. HOLE
1/2" DIAM. HANDLE
EECrION O
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
SECTION O
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
STD. PLAN - 204.10
PUBLIC WORKS RECTANGULAR SOLID
+ � �
DEPARTMENT METAL COVER MARCH 2O08
FN.�O
RECTANGULAR SOLID METAL COVER
NOT TO SCALE
LETTERING. SEWER (SEWER)
STORM (CO)
RAISE - 1/2" WIDE BORDER
112"
10"
g„
8-3/4"
1-1/4"
1 /2 1-2"
3000 psi CLASS C
CONCRETE (TYP.
1
NOTES:
1. PIPE MATERIAL AS
SPECIFIED BY THE ENGINEER.
2. PIPE DIAMETER AS SHOWN
PER PLAN.
STORM CLEANOUT
NOT TO SCALE
0
0
a�
NOTICE
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE
AS BUILT PROFESSIONAL �� AND SIGNATURE. PUBUFROM RESERVED
ED
OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
Know what's below. ONNERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE
Call before you dig. ONLY FOR THE PROJECT ID IN 1TITLE BLOCK
FOR R
AND IS NOT TO BE USED FOR REPAIR,, R REMODEL OR
ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT.
AHBL PROJECT 2170057.10
4 DSLOT - SEE
ca D AND NOTE 1SEE DETAIL
U
0O 1" OPENING P.)
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LL
OUTFACE TO STREAMO O DU P D POLLUTANT
3/8" (9mm) RECESSED
TOP LETTERING
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.
Fog,
VNVI4�
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ISOMETRIC
PUBLIC WORKS
DEPARTMENT
1/2" [13mml LETTERING
BOLTHOLES - 3 PLCS EQUALLY SPACED 19^
APART ON 231/16" (586mm) DIA B.C.
T
RENTON
AHEAD OF�THE
CURVE
PF-W T C
DRAIN
(1)1" (25mm)
DUI PICKHOLE
1 114" [32mm] LETTERING
PLAN VIEW
25" DIA.
[635mm] [2
[25mm]
[19
[79mm]
8314" 21/2"
1222mml [84mm]
f TYP
COVER SECTION VIEW
26 112" DIA
[673MMI
251/4" DIA
[641mml 1 1116"
[27mm]
1/4" (Bmm) DIA
NEOPRENE GASKET
1 6"
1 I `1
3/8" DIA CL OPEN
[16mm] [594mm]
27 5/16" DIA
[694mm]
341/8" DIA
[867MMI
FRAME SECTION VIEW
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
5f8"-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
114" 1 1/16"
[6vve] [27mm]
13MMI
V8'
[R3mm)
GASKET GROOVE DETAIL
NOTES
ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C1
OR APPROVED EQUAL.
Y STD. PLAN - 204.40 v�� �o�
• PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLAN - 204.50
RECTANGULAR '' +7� J� DEPARTMENT
HERRINGBONE GRATE MARCH 2O08
MARCH 2O08 �'c�N•S0$
RECTANGULAR HERRINGBONE GRATE
NOT TO SCALE
N
12" CPEP
EXISTING 12
4-3/4"
6" PVC
—PLUG TO BE SEALED IN
SAME MANNER AS MAIN
SEWER JOINTS
DER
EXISTING 6"
PLAN AT ELEV 417.5 TO 419.1
q_LADDER
122'
PLAN AT ELEV 414.0 TO 415.1
CB-14 PLAN
SCALE 1 "=5'
'\> of WASHING
co To
W .
2 AS-BUILTS
.o ..)
hE418T0EC TACOMA SEATTLE SPOKANE TRI-CITIES 1 REVISED PER CITY COMMENTS
GIS
�sSIONAL 2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO. REVISION
253.383.2422 TEL 253,383.2572 FAX www.ahbl.com WEB
CPEP
STORM ROUND FRAME AND COVER
NOT TO SCALE
SURVEYED: FOLLANSBEE
DESIGNED:
B. SCHEND
DRAWN'
F. KATONA
ONE INCH
BJS
10/08/18
SMC
BJS
7/7/17
SMC
CHECKED: FIERST
W.
AT FULLS
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED'
S. COMFORT
VERTICAL: NAVD 1988
HORIZONTAL NAD 1983/1991
DATU M
20" x 24",
24" DIAM., 48" DIAM.
OR 5C DIAM. HOLE
2' (TYP.) �•�-
12 I
1' MIN.
1/r MAX.
84" or 96" FLAT SLAB TOP
#5 BARS @ S" SPACING
20" x 24",
24" DIAM.., 48" DIAM.
OR 54" DIAM. HOLE 2" (TYP TYPICAL ORIENTATION
L FOR ACCESS AND STEPS
to 1" MIN.
21/2" MAX.
72" FLAT SLAB TOP
#6 BARS @ 7" SPACING
z�
#4 BARS @ 6" SPACING
20"xA"OR4 ,
2C DIAM. HOLE
2" (TYP.) .. I 48" MIN.
6U 1 I� 1" MIN.
2 1/2` MAX. ECCENTRIC CONE SECTION
48", 54", or 60" FLAT SLAB TOP
12" (TYP.)
v
1r
PREFABRICATED LADDER
12MI
ai
STEP
i 34"
OR IZ' l
:., 4
7�ONE #3 BAR HOOP 4„ l ,
ONE #3 BAR HOOP FOR 6"
TWO #3 BAR HOOPS FOR 12" t 5
CIRCULAR ADJUSTMENT SECTION
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 o STD. PLAN - 204.60
PUBLIC WORKS MISCELLANEOUS DETAILS FOR
DEPARTMENT DRAINAGE STRUCTURES MARCH 2O08
F p"q0
MISCELLANEOUS DETAILS
FOR DRAINAGE STRUCTURES
NOT TO SCALE
RECORD NOTE 10/08/2018
AHBL CERTIFIES THE ACCURACY OF THESE
AS -BUILT DRAWINGS WHICH ARE COMPRISED OF
APPROVED ENGINEERING PLANS AND
CONSTRUCTION CHANGES PROVIDED BY THE
CONTRACTOR FOR THE PROJECT KNOWN AS
LINDBERGH HIGH SCHOOL PARKING LOT
IMPROVEMENTS. BASED ON THE STANDARD OF
CARE AND EXPERTISE THAT IS USUAL AND
CUSTOMARY IN THIS COMMUNITY FOR
PROFESSIONAL ENGINEERS IT APPEARS THAT
WORK WAS COMPLETED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED CIVIL
ENGINEERING PERMIT DOCUMENTS.
+ CITY OF
RENTON
Planning/Building/Public Works Dept.
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R-395912
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IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
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LINDBERGH HIGH SCHOOL
DATE:
06/08/2017
PPAAGE: GE: OK.
SOUTH PARKING LOT IMPROVEMENTS
RENTON SCHOOL DISTRICT
DRAINAGE NOTES & DETAILS 2
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