HomeMy WebLinkAboutR-392317co
co
O
0
W
v
rr
a
w
z
z
ua
Ld
LL
0 LL
a
a
a
J
J
a
I
I
I
I
X
z
0
0
z
Y
Q
m
0
U
L9
r7
v
0
N
O
N
N
E
a�
0
0
In
0
I
E
ry
I
Ln
O
L-0
In
0
Ln
Ln
O
10
1-1
V3
0
0
0
Li
EL
Z
Lu �;
i�
V�r
n�
�� V
0 10 20 40
Kamm
I SITE PLAN KEY MAP N
INTERSECTION
SE 18THvSTv STA: 4+32.00
SEE SHEET 38 FOR
INTERSECTION AND
SIGNAGE DETAILS.
CUT IN TO EXISTING 18-
CONIC. STORM PIPE AND
INSTALL NEW TYPE 2
CATCH BASIN
�-•
l
K? R
375
370
W
ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH STREET
FOR
SPECIAL NOTE:
PAVEMENT RESTORATION PER THE CITY OF RENTON
ALL UPt.44 AT
TIFFANY
PARK
TRENCH RESTORATION &STREET OVERLAY
REQUIREMENTS (C.O.R. MUNICIPAL CODE SECTION
9-10-11) WILL BE APPLICABLE ON ALL FRONTAGE
PTN OF THE W1/2 & SE1/4 OF THE SE1/4
AND PTN OF THE NE1/4, OF
THE SW1/4 OF SEC. 21,
STREETS. (SUBJECT TO FIELD SPECIFICATIONS BY THE
TWP. 23 N., RGE 5 EAST, W. M. CITY
OF RENTON KING COUNTY STATE
OF WASHINGTON
INSPECTOR). SEE DETAIL SHEET 44
KEYNOTE
QCONTRACTOR SHALL POTHOLE
SPECIAL NOTE:
EXISTING UTILITIES PRIOR TO
FX_ MONUMENT_ CONTRACTOR
TO NOTIFY
' R
TOTAL WIDTH VARIES 29'-33'
5' VARIES EX PAVEMENT VARIES 15' VARIES 5' 3.5'
SIDEWALK 0 5' 1 5 �, 0.5 PLANTER SIDEWALK
�qR/Fs� Q I
�> _ T VARIES VI 2�--
S = _ —-----------------z---------7
t = T — -----
-__________________
KEYNOTE: FULL STREET GRIND
CURB RAMP NUMBER SEE AND 2" OVERLAY
SHEET 38 AND 37 FOR
GRADING DETAILS.
SF 18TH ST
NOT TO SCALE
----'- EX. WATER METER
TO REMAIN
-1 .. — --- --- I TO REMAIN—/ - -E---- ---- ------ 1
IE 18" SD=380.49 w I EX. WATER METER
T/P 8" SS=378.84 U- EX. SSMH CA REMOVE AND REPLACE TO REMAIN 6
EX GAS MAINJ LOCATED IN KIRKLAND AVE SE EXISTING CURB/GUTTER/ EX. WATER METER I
RIM=381.59 DRIVEWAY AS NEEDED �� TO REMAIN EX. LIGHT
N IE = 366.18 (8" E) EX. 6 SIDE SEWER LOCATION PER POTHOLE TO REMAIN
IE = 365.89 (8" NW)
�� SPECIAL NOTE:
EX. MONUMENT. CONTRACTOR TO NOTIFY
SURVEY DEPARTMENT PRIOR TO CONSTRUCTION
TO FILE A DNR PERMIT FOR REMOVAL AND
REPLACEMENT OF MONUMENT.
401
u
J
—
— — —
Zia
039
—
—
TELECOM MUNI
ATION
18- STORM
A
— — — —_
— —
— —
_ _
_—_
_
_
M
—
—
3
_
_
—
0
-
-
„-
_
„
-
-
-
-
-
— —
-
RIM
49
LT
-
PUBL.ICi
_
-
_
_
-
„
„
-388.09390
-
IEl
_
I %ADW. 1 1
ga-to3
PUBLIC
-
=
-
114 ,
IN I
I Win,
RT
IW SOLID
D
-
-
_
RIM_T.Q
7
1
RIM_)G
J87 74„
IL
01
92
379.
3
„IE
„
371
„
I-
00
N
r-
00
Cl!
r
00
00
r-
00
O
00
DD
00
00
c0
00
00
O
0)
00
Ln
m
00
O
O
rn
N
N
rn
r7
O
�
rn
1n
rn
O�
"t
OTC
Ln
rn
O
Ln
rn
O�
In
OTC
N
c0
rn
�
Q0
0�
36
4+00
EXISTING SIDE SEWER CROSSINGS:
NOTE: SIDE SEWER CROSSINGS PER
POTHOLE INFORMATION
PROVIDED BY CONTRACTOR.
18" SD=382.68
T/P 18" SD=383.14
OT/P
IE 6" SS=383.05
O
IE 6" SS=385.54
IE 6" SS @ MAIN=382.40
IE 6" SS O MAIN=385.48
SLOPE=6.96%
SLOPE=1.07%
A=0.37'
0=2.40'
18" SD=382.89
T/P 18" SD=383.80
OT/P
2 IE 6" SS=384.67
4
IE 6" SS=386.84
IE 6" SS Q MAIN=383.94
IE 6" SS @ MAIN=386.24
SLOPE =7.68%
SLOPE=8.00%
A=1.78'
A=3.04'
5+00 DRAINAGE NOTES: 6+00
1. STORM DRAIN (SD) SHALL BE LCPE UNLESS
NOTED OTHERWISE.
2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE
ANCHORS PER COR STD 221.30, SEE DETAIL
ON SHEET 45, ARE REQUIRED EVERY 50 LF.
NOTES:
1. CATCH BASIN GRATES TO BE STANDARD LOCKING
VANED GRATES UNLESS OTHERWISE SPECIFIED.
2. CATCH BASIN OFFSETS MEASURED TO CENTER
OF GRATE. NOT CENTER OF STRUCTURE.
VERTICAL DATUM 7+00
CITY OF RENTON, NAVD 88
BENCHMARK
FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC
INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857
EL=413.38 (JUNE 2013)
FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH
ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE
2014)
2 REVISED PER CITY COMMENT BK 1/20/1
1 ASBUILT BK 11/2/11
NO. REVISION BY DATE
SURVEYED:
BCE
DESIGNED:
BJT
BJT DRAWN:
RAG
BJT CHECKED:
RAG
APPR APPROVED:
BJT
SCALE:
HORIZ: 1 "=20'
VER: 1 "=5'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
8+00
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE
APPROVED CONSTRUCTION DRAWINGS PREPARED BY
BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN
EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION
PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION
OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD
REVISIONS.
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
- RCITY OF
RENTON
Plonning/Building/Public Works Dept.
• 11
CITY OF RENTON
E�)EPAFiTMENT OF PUBLIC WORKS
i
)
i
i
5
EX. 6" SIDE SEWER
LOCATION PER POTHOLE
,p 4 423 p ��
F6l
ss%NA L
11/zo/zos
2
(n
ui
c, U
O
N
Z cn
J
G_ J
W
z
x
z
W
N
,z
J
Q
r-10
O
N
N
N
00
Z
U of
Z
00
N
CO
r-
00
j
w
Z
CN
Q
I
I
w
U-1
in
in
Z_
0 Z
u7
~
N
��
in
N
I--,�
in
Z -
W %
W
N
00
Z
1-1
N
N
J
ll;�l °
J
.Q L1
i Z
APPROVED BY DATE W
�R 0
APPROVED BY DATE
v
APPROVED BY DATE bA CONSJ
APPROVED BY DATE v
ROAD AND DRAINAGE PLAN AND PROFILE D 11 /20/2018
ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK:
PAGE:
MAINVUE WA, LLC DRAWING N0:
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004 SHEET: 17 OF:68
ffimmmmmmm