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4'-0"
LINE POST 2-3/8" DIA. (TYP), END
CORNER POSTS 3" DIA.
8'-0" MAX.
TOP & BOTTOM RAIL
1-5/8" DIA.
FABRIC 12 GA CORE
11 GA BLACK VINYL
COATING (10 -MIL).
5-1/4 x 3/4" BANDS
& STRETCHER BAR
AT END & CORNER
POSTS
1 /4"x 3/4" FLAT
STRETCHER
CHAIN LINK FENCE
NOT TO SCALE
12"
16"
�\ zo°
28.. 12" \
2,. 18"
1. PROVIDE CAST IRON FRAME & GRATE.
� I �
2. AREA DRAIN SHALL BE USED IN NON
VEHICULAR ACCESS LOCATIONS.
AREA DRAIN -TYPE 40
NOT TO SCALE
i
y
CITY OF RENTON COMMENTS
NO. I REVISION
5�
FRAME AND VANED GRATE
#3 BAR EACF
CORNEF
18" MIN
#3 BAR
HOOP
S--
6" OR 12"
loop
iT
TWO #3 BAR HOOPS
FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
#3 BAR EACH
CORNER
#3 BAR EACH SIDI
#3 BAR EA(.,. I .
SECTION B -B
CATCH BASIN -TYPE 1
NOT TO SCALE
30"
SURWYM.
DESWIIEo:
R. ELANGOVAN
RE 5/13/15 WJ F °R""' F. KATONA
C44ECKM1N. FIERST
BY DATE APPR :
S. COMFORT
� 000°0°0°00°0°00�
; //�/moi;
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
NOTE:
1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN
THE PRECAST BASE SECTION, FIBERS (PLACED
ACCORDING TO THE STANDARD SPECIFICATIONS), OR
WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE
INCHES PER FOOT SHALL BE USED WITH THE MINIMUM
REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST
BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE
KNOCKOUTS.
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN
20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2"
MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP
BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF
THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP
WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE
LOWEST PIPE INVERT SHALL BE 51
.
4. THE FRAME AND GRATE MAY BE INSTALLED WITH THE
FLANGE UP OR DOWN. THE FRAME MAY BE CAST INTO
THE ADJUSTMENT SECTION.
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF
1:24 OR STEEPER.
6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
BASIN HAS BEEN PLACED.
PROVIDE HYDROSEEDING
PER HYDROSEEDING
NOTES NOT SHEET C3.2
PROVIDE TOP SOIL PER
SPECIFICATION 32 92 00
TILL UNDERLYING SOIL
PRIOR TO TOPSOIL
INSTALLATION
NEW LAWN DETAIL,
NOT TO SCALE
SCALE:
AS NOTED
OW INCH
AT FULL SCALE
IF NOT ONE OM
SCALE ACCOWNI
BID SET
SAL
• • IM1163%
W=199,
DATUM
U 15002051
Checked for Compliance to City Standards
CITY OF
MU
RENTON
Planning/Building/Public Works Dept.
29010
REGI STER�� ■
SSNNAL �
NOTICE T A C O M A - SEATTLE - SPOKANE - TRI -CITIES
ALTERATION OF THIS DOCUMENT SHALL MAUI THE
PRDFESIDNAL SEAL A10 SIGY►M E. PUMTION OF
1HS ooaUME>n DOM DOME FOR IISE
`
RrcHTs w R THIS DOCUMENT � 2215 North 30th Street, Suite 300 Tacoma, WA 98403
orMloRSNP
NO 5 NO O BE USED FOR WARMMOR ` 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
AOOIIION TO THAT PROS= OR FOR ANY OM PROSECT.
MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL X11 JUNE 2015
PORTABLES pmt.
RENTON SCHOOL DISTRICT Pte:
aawwc NO.-
C3.3
aC3.3
NOTES AND DETAILS SHEET: OF:
6 6
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