HomeMy WebLinkAboutR-3923180
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-� TRACT hAl ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH ST
� WETLAND BUFFER
FOR
20 ALONG TRACT LINE.
SEE MITIGATION QTURA
0 10 20 40 p / PLANS FOR DETAILS. i /L AT TIFFANY PARK
momm
% mJ� WETLAND E �' I PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21,
as CATEGORY 3
SPECIAL NOTE I'. TWP.CO CO C
23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASH�INGTON EX. MONUMENT. CONTRACTOR TO NOTIFY j �.� TRACT B. R M=400.90 i CO R M=406.90 RIM=410.90 "
SURVEY DEPARTMENT PRIOR TO CONSTRUCTION I 1. / IE=397.90 (6") I RIM=403.3 IE=403.90 (6") IE=407.90 (6")
TO FILE A DNR PERMIT FOR REMOVAL AND.. ! i� 400 90 I IE=400.300(6 )403 406 90 4 0.
REPLACEMENT OF MONUMENT. �/ CO ' .30 CO 10
\ �G �S'• �' RIM�400 90 I RIM=410 90
KEYNOTE:
SPOT ELEVATION AT
O1 BACK OF WALK, CENTER
OF DRIVEWAY.
lil CONNECT WALL DRAIN
BEARING PAD TO STORM LINE.
Co
RIM=414.70 ELEVATION (TYP.)
IE=411.70 (6") CO
CO RIM-418.20
r RIM=414.70 IE=415.20 (6 )
IE=411.65 (6") CO
CO 414.70 A RIM=418.20
RIM=414.70 1E.=415.15 (6��)418.20 it 425.60
,cam �•.. ✓i �� - I " IE=41 1.55 6( ") i
IE=397 80 (6") I i IE=407.85 (6 i -
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407.60
BEGIN TAPER'
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409.87 :
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p ..-' EX. CB ' 5 0 / w W �/ .
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.. W,- o \ \ \ 8" SEWER \\..
Q ■ -1 EX. 8" SS 2 o \ \ P
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W EX SSCO 2 F 3 ('I' -
Z'
CB$4
76 LF 18" LCPE
CB�kS
cEM 2
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----
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■ REPLACE EX. CURB/GUTTER/
I EX. CATCHBASIN
I �
\
DRIVEWAY AS NEEDED
IAND 8" STORM TO
BE REMOVED
--.-
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■
2
TRACT A
��
FULL
BEGIN TAPER
MATCH EX.
STA. 10+50.01, 21.50' LT
REMOVABLE BOLLARDS
STREET
AND RT END TAPER
SEE DETAIL SHEET 42
OVERLAY
415
410
405
Efl
395
375
370
4
.4 /..
401.69
�403.36
•RIM 401 00 I I R M=403.94
IE=397:.95 (6") 401.00 '.. Q0 IE=400.20 (6") 404.30
CO RIM=403.90
RIM=401.00 IE=400.40 (6")
IE=398.00 (6") \\--BEARING PAD
ELEVATION (TYP.)
■
-------
1
---
/
o_■
oT0
1
-
-'
O
c� ■
1
LOW PT STA
= 10+00.00
o+
0 1
1
r
PVI STA =
11 +00.00
■
PVI FLEA/
= 3M.03
� ■
1 Lu_/
K =
8.57
ww1
LL_
200
VC
!
■
HSD REQUIRED
= 169.7CO
o
o00
HSD PROVI
ED = 171.4
■ W
EXISTING GRADE
/
■
1
Q
r-
PROPOSED GRADE
00 0
@CENTERLINE
�/
@CENTERLINE
o^
1
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212
1.00%
1
�3 LF 30" LCPE
■----------f-
EX. 8-WATER-R-
-
2
=
■
'„ TORM�
�X'�
EX. 12" STORM
EX.
STOR
8" SEWER
■
a
2
Cam. TYP
1 PUBLIC
■
" SEWER
-- -
_
STA. = 10+
2.54, 12.17', LT
RIM =
398.89
_
1
IE _
(6" 396.59
1
(PUBLIC)
IE _
24 LF 12"
„N)
(12 S) 396.17
I @ PUBLIC
■
71 0.5
5& LF 18" LCPE @ 6:9�£
■
CBM2 TYP
2-726 PUBLIC
STA. = 10+
2.54, 12.17', RT
1
4
TCB*5,TYPE
1
EX.
CB N
2-48' PUBLIC
EIM=-
12" N4 394.86
STA
= 9+44.26, 5.07', LT
STA. _ 1 A+64.56,,
14.16', RT
10+21.76
IE _
(30" E) 392.71
1
RIM
= 396.63
RIM = 397.33
397.20
IE = 395.3
(6" S)
a
IE =
390.92 (12" W)
IE
= 383.5-3
(18" SE) 383.38
IE _
(30" S) 392.89
m
1
a IE =
390.92 (10" E)
IE
= 383-53
(18" W) 383.40
■
CBt4 TYPE 2-48' PUBLIC
EX. CB
STA = 9+48.78, 14.75', RT
STA. = 9
F85.65, 1.80', LT
M= 397.06
SE 18TH
STREET
EXISTING
;
W/ BI-DIRECTIONAL VANED GRATE
E396.31
392
16 (10"
W)
RESIDENTIAL ACCESS
@
CENTERLRNDE
IE = 383-96 (18" E) 382.96
IE = 392
63 (12"
NE)
HORIZ. 1 "=20'
- VERT. 1 "=5'
25 MPH DESIGN SPEED
PROPOSED GRADE
1
a
IE = 383-09 (18" W) 382.96
IE = 392.18
(12"
S)
@ CENTERLINE
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DRAINAGE NOTES:
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
CITY OF RENTON, NAVD 88
BENCHMARK
FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONC
INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857
EL=413.38 (JUNE 2013)
FOUND MONUMENT IN CASE BRASS PIN IN CONC INTX SE 158TH
ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE
2014)
2 REVISED PER CITY COMMENT
1 ASBUILT
NO. REVISION
12+00
/ CBI15
.24 LF i 12" 'LCPE
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407.01 �r..
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RIM=407.00 ee-
411:70")407.70 RI 96CO.�E=403.20 (6
\ \.
RIM=407.00
co
103.50 (6") RIM 41073
4�
415
425
410
420
405
415
400
410
395
405
390
400
385
395
380
390
375
370
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414.80 n1
'�l r
r�RIM=415.80
CO IE=412.80 (6")
415.80
RIM=415.80
IE=395.96 (6")
CO. 418.80
RIM=418.40
IE=415.40(6")
W o� ■� N
OW qq
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` 421.30
.60
CO
RIM=422.30
CO 422.30 IE=419.25(6")
RIM=422.30
IE=419.30(6")
'
1E=396.50 (6Q
C°
+
HIGH PT STA
= 14+54.13
HIGH PT ELEV = 423.36
PVI STA =
13+54.13
u
PVI ELEV
= 418.36
■
m
■
200'
VC
!
EXISTING GRADE
SSD REQUIRED
= 169.7
1
@CENTERLINE
SSD PROVIDED
= 321.5
_--------
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-
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+
- /
■
C4
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Lii / /
PROPOSED GRADE
Ln
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m
@ CENTERLINE
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1.00%
153
454
D/
LF 30" t£-PE
1.00%
@ $91sf (PUBLIC)
■
� LF
30" LCPE @ $% (PUBLIC)
C0144 WE-1-54' TYPE 2
CM
TYPE I (PU
■
�NIANFKXE (PUBLIC)
STA = 12+95.40, 12.17', RT
RIIA
413.29 413.40
■
-EXISTING
GRADE
RIM = 41:3.29 413.38
IE
= 411.13
(6" N) 410.98
@
CENTERLINE
IE = 394.74 (30" E) 394.75
■
PROPOSED GRADE
IE = 395-7i (6" S) 409.71
2
LF
12" LCPE @ &.-2-2 r
PUBLIC
2.63%
'
@CENTERLINE IE = 394.74 (30" W) 394.8500
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UTILITY CROSSINGS
IE 12" SD=395.98 IE 12" SD=409.86
1 T/P 8" W=394.98 3 T/P 8" W=408.86
QIE 12" SD=395.29 Q IE 12" SD=408.96
T/P 8" SS=390.87 T/P 8" SS=393.00
SURVEYED:
BCE
DESIGNED:
BJT
BK
1/20/1 8
BJT
DRAWN:
RAG
BK
11/2/18
BJT
CHECKED:
RAG
BY
DATE
APPR
APPROVED:
BJT
SCALE:
HORIZ: 1 "=20'
VER: 1 "=5'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
13+00
SE 18TH STREET RESIDENTIAL ACCESS
HORIZ. 1 "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEED
VERTICAL: NAVD 1983
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
RENTON
Plonning/Building/Public Works Dept.
425
420
NO PARKING SIGN INSTALLED PER
0 DETAIL ON SHEET 45. PARKING
WILL BE PROVIDED ON THE
OPPOSITE SIDE OF THE STREET.
ElROAD NAME SIGN INSTALLED PER
DETAIL ON SHEET 45.
NOTE:
EXACT LOCATION AND NUMBER OF SIGNS TO
BE CONFIRMED WITH CITY INSPECTOR PRIOR
TO INSTALLATION OF ALL SIGNS (TYP).
SITE PLAN KEY MAP a
EXISTING SIDE SEWER CROSSINGS
NOTE: SIDE SEWER CROSSINGS PER
POTHOLE INFORMATION PROVIDED
BY CONTRACTOR.
T/P 18" SD=384.61
1 IE 6" SS=387.71
IE 6" SS @ MAIN=387.59
SLOPE=1.40%
A=3.10'
T/P 18" SD=384.90
2VIE 6" SS=388.28
IE 6" SS @ MAIN=387.89
SLOPE=3.99%
A=3.38'
CONSTRUCTION RECORD
415 DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A
COPY OF THE APPROVED CONSTRUCTION
DRAWINGS PREPARED BY BARGHAUSEN
CONSULTING ENGINEERS, INC AND HAS BEEN
410 EDITED TO REFLECT ASBUILT CONDITIONS. THE
INFORMATION PROVIDED ON THESE RECORD
DRAWINGS IS A COMBINATION OF FIELD
SURVEYED INFORMATION AND DOCUMENTED
FIELD REVISIONS.
405 .� T A� k
o Z
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400 4,423 p ��
�FSS�NALIE�NG���
11/2.0/201
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APPROVED BY DATE
APPROVED BY
DATE
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APPROVED BY
DATE
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APPROVED BY
DATE
ROAD AND
DRAINAGE PLAN AND
PROFILE
D 1 /20/2018
ASBUILT
- ALLURA AT TIFFANY
PARK
FIELDBOOK
MAINVUE WA LLC
PAGE:
DRAWING NO:
,
1110112TH AVE NE, SUITE 202 �!
BELLEVUE, WA 98004 SHEET: Jw OF ww cd
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IRI 31912131118