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LEGEND:
o�SEWER CLEANOUT
PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTION 18, TOWNSHIP 23 N. RANGE 5 E W.M.
BLAKEY TOWNHOMES
TOP SE FLANGE
PATCH CONCR&TgA-,,
AT UTILITY TRENCH
PER COR FD05.1
ASPHALT CONCRETE VMTPAVEMENT
IX I
REPAIR. MATCH PVMi ECTION\DTII\ II
RESTORATION W/ IN THE ROW
SHALL MEET THE COR TRENCH
RESTORATION STANDARDS MON i e
CEMENT CONCRETE
TRAFFIC CURB PER
WSDOT STD PLAN
F-10.12-00 a
MATCH HEIGHT OF
EXISTING CURB
IE 24.15
55 LF 8- SO
RIM = 26.90
MOVER ON 50117H
lE 12'AOS W = 20.65
/E 12'AOS f = 22.52
lE !2"AOS 5 20.94
CB
RIM = 2657
lE 12'AOS f = 22.57
PERFORATED DOWNSPOUT CONNECTION
SEE DETAIL C.2.11A
Ex �C9 - - -
RIM 26.99
r
J
N
AD = 2Z60
L
/ADDER LA
RCL *OF COURIER
lE 12' CNP NW, SW, SE, NE = 7295
/E 12"PIPE N, E W = 0+/ -(AS 8/LTJ N 89'4710' E _
SyyHJ15.87'
M = 27.68 S 6th St
DER ON NORM
12 E -W, 8" PYO S
RO = 21.16
L 08
RIM = 27.04
1E 12' CAII = 21J9
1E 6' PIC S = 24.34 N 81 E - 119.95'
RIM 27.1
17 3rd St
10T 1
IE 24.3 (8-
E&SW) IN&OUT
_
EX CB-
Kl q• H005E
RIM 27.0
C1TY OF PENTON SURREY
RL/A 2697 \
1
4 EX
CONTROL MON N0. 1140
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C. 178,048.990
L- I
E 1,299,198120
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V
APPROVED BY DATE:
9
If 9
BLAKEY TOWNHOMES
'
604 MORRIS AVENUE S
w
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.o
D
\
FOUNP 8RASS CAP WITH PUNCH
MARK /N CASTING (12/06/06)
j CB
C17Y OF PENTON SURVEY
CONTROL MON N0. 1898
if 17 MP NE = 24.18
N 176,J6782
f 1,299,159.285
I7[
L J
I j
TOP SE FLANGE
PATCH CONCR&TgA-,,
AT UTILITY TRENCH
PER COR FD05.1
ASPHALT CONCRETE VMTPAVEMENT
IX I
REPAIR. MATCH PVMi ECTION\DTII\ II
RESTORATION W/ IN THE ROW
SHALL MEET THE COR TRENCH
RESTORATION STANDARDS MON i e
CEMENT CONCRETE
TRAFFIC CURB PER
WSDOT STD PLAN
F-10.12-00 a
MATCH HEIGHT OF
EXISTING CURB
IE 24.15
55 LF 8- SO
RIM = 26.90
MOVER ON 50117H
lE 12'AOS W = 20.65
/E 12'AOS f = 22.52
lE !2"AOS 5 20.94
CB
RIM = 2657
lE 12'AOS f = 22.57
PERFORATED DOWNSPOUT CONNECTION
SEE DETAIL C.2.11A
Ex �C9 - - -
RIM 26.99
r
J
N
AD = 2Z60
L
/ADDER LA
RCL *OF COURIER
lE 12' CNP NW, SW, SE, NE = 7295
/E 12"PIPE N, E W = 0+/ -(AS 8/LTJ N 89'4710' E _
SyyHJ15.87'
M = 27.68 S 6th St
DER ON NORM
12 E -W, 8" PYO S
RO = 21.16
L 08
RIM = 27.04
1E 12' CAII = 21J9
1E 6' PIC S = 24.34 N 81 E - 119.95'
RIM 27.1
CITY OF RENTON
10T 1
IE 24.3 (8-
E&SW) IN&OUT
SM CB TYPE i
Kl q• H005E
RIM 27.0
IE 24.7 (8-
E&W) IN&OUT
1
4 EX
275
I�
n
?3z
z
$
APPROVED BY DATE:
9
If 9
BLAKEY TOWNHOMES
'
604 MORRIS AVENUE S
'� ili�9 :,i��:� - ••Iii;
,
HIM = 26. 6
1E "AX
W=
LITCHFIELD ENGINEERING
x d
Call Working Days Before You Dig 29478 12840 81ST AVENUE NE 4 REVISED PER CRY COMMENTS
1-800-424-5555 s701f
AA f3l A Kirkland, Washington 98034 3 REVISED PER CITY COMMENTS
Itilities Underground Location Center 9' (425) 821-5038 FAX (425) 821-5739 2 REVISED PER CITY COMMENTS
(ID,111T,ND-OR,WA) STAMP NOT VALID 1 SUBMITTED TO CLIENT
UNLESS SIGNED AND DATED
N0. REVISION
113 LF 8- SO 0 1% MIN-/
(DS CONNECTION)
FOOTING DRAIN CONNECTION
PMtA M TVPF 0 - da'
IE 24.3 (4' NE) IN
IE 23.6 (8 (' N,E) IN
IE 23.6 12- SW) OUT
DoT 4
(8- W) OUT
FOUND TACK 1N
LEAD /N GISTINO
(12/Ds/os�
M v�lo�a I
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N
h
16'
NNS
h $oo
3
�I
�I gI
GRADEPP-CEMENT CONCRETE PAVEMENT
MATCH
AT EX ALLEYar 1 1 1 REFER
ZalF ... WmIiml L \ 1 1WGS 1.
..... STAMP/SCORING PATTERN
lie: e::l.: I&.;�`,.. • ...........I
EL
n Iy-■
-FLOWCONTROL
OF PERMEABLE
PAVEMENT 1 PARKING
AREAS ONLY
¢ [
RIM 27.4
IE 243
1�iwsucj 1.0% -
CONNECT SO TO IX CB-c4Q6 DWLJ-
IE 23.45
(1F CaUDInw BF SDG6 13
Awai 6OMAACTt>2 Shh"L
N
I
_ Sou_th 7th Street
FOUND BRASS CAP WITH PUNCH
IhWR' IN CASTING (12/06/06)
1,o5T"`'` AND' IMPORTANT NOTE:
"'rype i c8 PIER
Caa pmemwI THE PROJECT SHALL COMPLY TO THE
CITY OF RENTON'S TRENCH RESTORATION
AND OVERLAY REQUIRMENTS
1-=20'
KAL 4-1-14 KAL awxe KAL
ac ea
KAL2-3-13 KAL TICAL
P O qE MQ
BY DATE APPR I A`P-•e�!",
DATUM
MINERAL SITE NOTES:
TOTAL PROPERTY AREA: 9,598 SF
AREA OF WORK: 9,598 SF
APPROXIMATE EARTHWORK QUANTITIES:
CUT VOLUME: 350 CY (INCLUDES STRIPPING)
FILL VOLUME: 120 CY
TYPE AND LOCATION OF FILL ORIGIN TO BE DETERMINED BY CONTRACTOR FROM
AN APPROVED SOURCE. DESTINATION OF SOIL REMOVED FROM THE SITE SHALL
BE DETERMINED BY THE CONTRACTOR AND SHALL BE AN APPROVED SITE.
THE QUANTITIES SHOWN ARE PRELIMINARY ESTIMATES ONLY AND INTENDED FOR
MUNICIPAL PERMITTING AND REVIEW FEES. THE CONTRACTOR SHALL IGNORE THESE
QUANTITIES, THEY ARE EXCLUDED FROM THE BID DOCUMENT INFORMATION. THESE
VOLUMES SHALL NOT BE USED BY THE CONTRACTOR AS A BASIS FOR ANY
CONTRACTUAL INFORMATION. THE CONTRACTOR SHALL PREPARE THEIR OWN
EARTHWORK QUANTITIES BASED ON THE INFORMATION PROVIDED IN THE CONTRACT
DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS, SPECIFICATIONS, AND
THE GEOTECHNICAL REPORT.
SD CAPACITY CALCULATION:
100 -YR PEAK FLOW RATE: 0.12 CFS
6 -INCH PVC PIPE 01.0% CAPACITY = 0.65CFS
PERMEABLE PAVEMENT NOTE:
PERMEABLE PAVEMENT - 4' POROUS ASPHALTIC CONCRETE OVER 6' MIN THICKNESS
FREE -DRAINING SAND OR GRAVEL BASE
FREE -DRAINING BASE SHALL HAVE LESS THAN 5% FINES (MATERIAL PASSING /200
SIEVE BASED ON THE FRACTION PASSING THE 14 SIEVE)
POROUS CONCRETE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT
A MINIMUM RATE OF 10 INCHES PER HOUR IMMEDIATELY AFTER THE SURFACE HAS
BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES COMPLIANCE WITH THIS
MINIMUM SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT.
5D PIPG PS& t.oA. 15-705 656B cop-2.011DA&AMM &I
-r* x4sAjbm-2OM9 ezrnmN) rea )-Inas /til lgz.eo.
GRAPHIC SCALE
20 0 10 20
SCALE IN FEET
CITY OF
RENTON
Planning/Building/Public Works Dept.
R-316004
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CITY OF RENTON
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APPROVED BY DATE:
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APPROVED BY DATE:
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APPROVED BY DATE:
9
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BLAKEY TOWNHOMES
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604 MORRIS AVENUE S
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CITY OF RENTON
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APPROVED BY DATE:
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APPROVED BY DATE: e 1
GRADING, DRAINAGE & PAVING A ¢"7
CT)-. 12-�76Qo`I`
CITY OF RENTON
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APPROVED BY: DATE: Z
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APPROVED BY DATE:
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APPROVED BY DATE: e 1
APPROVED BY DATE:
9
If 9
BLAKEY TOWNHOMES
X72-3-13
604 MORRIS AVENUE S
RENTON, WA 98055
.o
GRADING, DRAINAGE & PAVING A ¢"7
CT)-. 12-�76Qo`I`