HomeMy WebLinkAboutD-357056CONSTRUCTION NOTES
0
LO
M
M
r`
N
(L
i
o
8.0'
F� 2"
SW 7�-Sal POWELL AVE SW TO LID AVE SW
STOf01 SYSTEM IPROvow MUCT
>X
FUNDED IRY CITY OF RENTO&,SIJRFACk WATER UTILITY
I I -
PROJEdT MANAGER: 0,4 AND CONTACT INFO) , , - I
CONSTRUICTION'C,DNTRACT AMOUNT:(awarded aift
\
CONTRACWR;,(fiame & contact info)
SCHEDUII.'(month/year to month/year)
1.0'
4'XW 1/2" EXTERIOR PLYWOOD
r
3
(SMOOTH BOTH SIDES, ABX)
DIAGONAL BRACE
DF STD & 7 BTR, TYP
DF S
o
a
4"X4"X14' VERTICAL POSTS
TREATED, TYP
DETAIL 1
PROJECT SIGN C1
SCALE: NTS
MANHOLE RING LADDER, TYP
AND COVER
TOP SLAB
� a' I coIm*
d
o
�
d
2%
TYP
27
CV
y
1
CHANNEL AND SHELF
DETAIL
2
CHANNELIZED MANHOLE
-
SCALE: 1/2"=l'-O"
NOTES
1. PAINTING. THE FACE AND EDGES OF THE 1/2 INCH
PLYWOOD SIGN BOARD SHALL HAVE ONE PRIME COAT
AND TWO COATS OF EXTERIOR ENAMEL. THE POSTS,
BRACES AND BACK OF SIGN BOARD SHALL HAVE
ONE COAT OF PRIMER AND EXTERIOR ENAMEL.
THE BACKGROUND COLOR IS WHITE.
2. LETTER TYPES. THE LETTER TYPE SHALL BE SOLID
HELVETICA MEDIUM EXCEPT THE LOGO WHICH WILL
BE PROVIDED BY THE CITY. ALL LETTERS AND
NUMBERS WILL BE BLACK.
3. LETTER SIZE. 4" LETTERS ARE 1/2" WIDE; 3"
LETTERS ARE 3/8" WIDE; 2" LETTERS ARE 1/4"
WIDE.
4. BOTTOM OF LOWEST SIGN SHALL BE AT LEAST 7.0'
ABOVE FINISH GRADE. FOR 2 OR MORE SIGNS,
BOTTOM OF LOWEST SIGN SHALL BE AT LEAST 6.0'
ABOVE FINISH GRADE.
5. SIGNS SHOULD BE MOUNTED ON POST IN A WAY
THAT THE OUTSIDE EDGE SHALL BE AT LEAST 24"
FROM THE PROJECTION OF THE FACE OF CURB.
6. ALL SIGNS SHALL BE MOUNTED ON NEW POSTS
UNLESS OTHERWISE SPECIFIED.
7. SIGN LOCATIONS SHALL BE APPROVED BY CITY PRIOR
TO INSTALLING.
MANHOLE RING ® LADDER, TYP
AND COVER
TOP SLAB
d d
7.0'
d
d
KNOCKOUT FOR
d
2-36" I.D. STEEL PIPES
M
k3- g�
d
d d d
36" STEEL PIPE J b
DETAIL 3
DUAL PIPE KNOCKOUT FOR MH5, MH6, MH7, MH8, C6
AND MH14 AT 2-36" STEEL PIPES
SCALE: 1/2"=l'-0"
Louis Berger
'ZONALG
520 Pike St, Ste 1005, Seattle, WA 98101 - 206.453.1043
12.0'
6" MAX =0.50" 36" PIPE (GRADE 50 AND GRADE A36)
DETAIL 5
WELDED STEEL PIPE JOINT C3
SCALE: 6"=l'-O"
20'f 14'f 13't
NORTH CURB I I SOUTH CURB.
+a
2" GAS -RELOCATED
2" GAS I���CAUTION
18" NIPPLE
18" EACH SIDE 18"
PROFILE %1
GAS LINE RELOCATION - STA 22+10 C4
SCALE: 3"=1'-O"
MANHOLE RING ® LADDER, TYP
AND COVER
TOP SLAB
a d a
a d
7.9'
d
KNOCKOUT FOR
d
2-36" I.D. PPP SD
M
.a
d Q O
Q d
36" PPP SD J 0 b
DETAIL 4
DUAL PIPE KNOCKOUT FOR MH1, MH2, MH10, C6
AND MH11 AT 2-36" PPP PIPES
SCALE: 1/2"=1'-O"
REVISION
30
25
20
15
1
N
�
J
rn
U
�
I �
rn
z °O
�
O
aw
X Z
+ w z
<
EXIS
ING
O
x
V vi
Vl N
¢ J
:M U
W
' '
�
_
EX 8" C
NC SEWER
ADAP
ER
COUP
ING, TYP
EXISTING
8" CONC
SEWER
3
NEW
O" SO
Iff
-0+10
AS NOTED
cx JF/JE/RL
ASG 9/22/2018 MSG ABG
ASG 4/18/2016 MSG
BY DATE APPR
0+00 0+10 0+20 0+30
PROFILE A
SSMH2 CS
HORIZ SCALE: 1"=10'
VERT SCALE: 1"=2.5'
CITY OF
DATUM =� RENTON
Planning/Building/Public Works Dept.
O1 MANHOLE TO BE PER WSDOT STD PLAN B-15.60-01
EXCEPT CHANNELIZED AS SHOWN.
02 INSTALL A TRANSITIONAL SHELF AND CHANNEL TO CONNECT
TO CHANNEL AT 60" SD SIDE OF THE MH.
(DREMOVE EXISTING SEWER MH AND 8" CONC SEWER AS
NEEDED TO INSTALL NEW 60" SD.
O ORIENT LADDER LOCATION A DISTANCE OF APPROXIMATELY
1/3 MANHOLE DIMENSION CLOSER TO 60" SD TO MAXIMIZE
SHELF WIDTH AT ACCESS POINT. OBTAIN ENGINEER
APPROVAL PRIOR TO SETTING FINAL ORIENTATION.
2 1 0 2 4
6"=1'-O"
Scale Inches
6 3 0 6
3"=1'-O"
Scale Inches
2 1 0 2 4
1/2"=1'-O"
Scale Feet
2.5 1.25 0 2.5 5
1 "=2.5'
Scale Feet
10 5 0 10 20
1 "=10'
Scale Feet
AS -BUILT
-40 0+50
rECOMMENDED
R APPROVAL
E)4L 1
SW 7th ST, POWELL AVE SW TO LIND AVE SW os/2s/2o1s
STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2
MISCELLANEOUS CIVIL DETAILS AND SECTIONS C8
12 20
D- 3 5 1 7 0 5 F6