HomeMy WebLinkAboutTED4001773.1I%rile'(. �I�hb TFi� N 0
-- -- - -- Iv
G' PJ.� Co `f • r7o � 15. 7
AIM' 1�.20
13.14 I.E.= 14.39• ��on• 0 I,E•`w tk ��
a I to, 40 O /4,
►�c,K I � , � I s
i
p
1P
'� N� r uTY �avl;l� ANT
l� ao
3 I�•o° I�.ao __ Q
GIJFP., SI Dt, lb
WP�- I� �V I i . f� l/ w I`
GONG. Fr"TP1� l�F` I�,ho I t'fP II II
GOf.I'.3(WJL1 - a \ Ir, 40
4�
--
FINISH FLOOR 16.50
n 1
I+
3
w ► '
lbµ 0.40
I.�,sI'y,46 16-T/1� L U M f 71UMrF-l-,G
� Q 0 2�' 24 15 ��
GvN N EGT 1�1 ICE To G. f +
i
20 GoN N VT P*NSFOUT5 TO 8 pgpP N5 (TrT.) 12. (t I21 Nta I Vr !ON TW.,
-
cJ 0 �V7' Ilo. d0 ;ti. 40
o �
• 77
4 15.�0 IU.DOco
I 'Q s
Q ZOO'
I \�
10 of -- �xT;V It✓ED GUR P� C"f1'I'� q1,
/61 le,. S3 15.�Ic Ifs lo /. ,P��?
- r II ' 5. �0 12
l"✓'J IO2oLF . IZ o.M.P I,E12.�8 144. LF 1
I ;1 GrIP 2 40I.E.=
IrxIS..�. Llbil-I� q 5:o.tijo/. I(i.00 50.30'. Iti o_
e7,�N uaqt:1 U�' 1r::,,4o
T SII WPI-k �I� NCB. AFi�Iz \ I. - 13.1 - oc o
So
ILL
S O
,T, r0 F„,-s'f G Pam.
- W - - --
Is T,
LII-1121 Ib.81
-P LO E•'II-P�
�fl
I
3
Trl�l GPI ��V�M ANT ��GTIn�
J
�
U
1
LLL
20 24 4o 10
3
C�
Ii
C' I.
IS.q o
(�R` 15ao r, s li
\ i
-ti •\°
m0 ��I• E O � LOW
li 10 (a� I rA13
I,12.6o 3
" u�
11.10 11-Lo r�
E,X 6 GONG 'SIDEWAI.1-
L 1
J
SP t7 SP SO w sD 5D SD= - �D-
ft
LIND AVENUE S. W. Lucj+&c'Tr1 eH 0P
GENERAL NOTES 3�115To�M r°IP�,
1. All work shall conform to the Standards and Specifications of 5. All elevations shown are top of finish pavement.
the City of Renton or applicable APWA Specifications.
6° Elevation datum, per topographic survey by Harstad Surveying.
2. Catch basins shall be APWA Type I or as noted on the plans.
7. Commercial driveway sections and fronting curb to be 10" AS -BUILT per Section 7-4 Construction Manual f n�
3. Storm pipe shall be as follows: thick concrete per City standards. for Municipal Public Works Construction 1973
8" Ductile iron pipe, Class 50°
8" CMP, 12 gauge steel, helical with 2 2/3" x 1/2" 8. Curb shall be extruded concrete curb.
corrugations. ��/Gz _
12" Ductile iron pipe, Class 50°
12" CMP, 16 gauge alum. or steel, helical with 2 2/3" x By
1/2" corrugations.
Steel pipe shall receive APWA Treatment #1.
4. All roof drains must be connected to the drainage system.
D ate
IoIIG�USN�D �o� P-3v�
V .4 ...-1 1
I r�IGoyc ax.r� 1v�y
MaTe,rlal� �I�fi /
I. I/q" it - (00(ol • -Tlo *IUM
2. GaSKet - Glo5ed cell Neoprene ptr AST M
Gnem. re,;>l5tant (oil A grease) owne, re515tant - biel
to t 250° f=" Service ternpvxxture,
H - �604 AI of a l PSI uM
Glean 0uf Gam
5td g4Iv or
a I u m . �tcps
Pipe 3u pporf
ECOMMENO
I� II•�
RECOII mENDED
FOR APPROVAL I ��801� Ortf Ice. _
ro ve C/ 0 Rafe
Ian �
Ind 5oIId lidF-4
54j1 Flat top
__,m4cap. Gnaln Mack when
rate 15 down, fa5ten to f ram
21
�211 G.M.r
Ican-out gate,
— o
N
e
0
►�estr I�tor �• 8 t01
bj�) Ti f E :1T 5411
MODERN MANUFACTURING
RENTON, WASHINGTON
GRADING, PAVING and STORMS DRAINAGE PLAN
E0
f�FIVID EVFIfI� An,_ ASSOCIAjES, ..Inc
y..�
301 1167H FlVHIUE %E. F*LL(VUj4jjCj# VIII0500 206 4551557'
SCANNED MAR 2 8 ZWj