HomeMy WebLinkAboutR-416618(01
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45'
0) 33' TO FACE OF CURB
a 28't TO FOGLINE
9
SAWCUT EX PAVEMENT
EX PAVEMENT
0.90' COMPACTED DEPTH HOT MIX ASPHALT (HMA CLASS 1 /2" PG 58H-22)
0.35' COMPACTED DEPTH CRUSHED SURFACING BASE COURSE
COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS
PER STD. SPECSR-169 ROAD SECTION AND PAVEMENTO WIDENING WIDTH 04.
EQUIRES A
CURB INLET CONNECTION MINIMUM OF 40" FOR COMPACTION.
1 "=5'
8' PLANTER
12" DI
EX PHONE AND
GAS LINE
CURB INLET BOX PER
STD DETAIL 200.30
ON SHEET 21
�z AS -BUILT WA-169 FRONTAGE IMPROVEMENT PLAN
cif
OF
3 �� ELLIOTT FARMS
z.s' R/w oeoicnrw'�' PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M.
s• wn�k CITY OF RENTON, KING COUNTY, WASHINGTON
- VARIES
TYPE 2-48" CB
W/SOLID LOCKING LID
Jaf
L�.10-
N
PO
6 Cif
U7 U
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XA
0 10' 20' 40'
SCALE: 1 "=20'
C) EX GAS LINE '
G- - - - - - - - - - - - - - - - - - - - - - - - - - -■
Q SAWCUT EX PAVEMENT 5-FEET FROM NEW FACE - 0 _ _ _ o - _ WA-169 _ o
OF CURB AND REMOVE EX ASPHALT TO EDGE42 -
OF PAVEMENT. RECONSTRUCT NEW SHOULDER o 0 0 0l
PER THE ROAD SECTION ON THIS SHEET
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ STREET-LIGH-TS. SEE. -
ILLUMINATION _ T
EX POWER MANHOLES EX PHONE RISER TO BE CONTRACTOR SHALL PLANS
END STREET IMPROVEMENTS NEW LOCATION OF
O - - - - (TO REMAIN) - - - RELOCATED AS NEEDED FOR EX UNDERGROUND - - POTHOLE EXISTING UTILITIES LUMINAIRE POLE AND PREPARED BY TENW - ■
STA 105+93.50, 28.28 LT (RELOCATE AS NEEDED) CONSTRUCTION OF SIDEWALK PHONE AND POWER AND NOTIFY ENGINEER OF gE p EX DRAINAGE DITCH 1
J EX FOGLINE M - -ANY CONFLICTS. _
z EX DRAINAGE DITCH EX 18" CULVERT EX EDGE OF (TO BE REMOVED) W
J amp' Y g (TO BE REMOVED) I EX GAS LINE (TO BE REMOVED) EX FOG LINE PAVEMENT \ 91.90 1 O co
J CL
---- -- -- - -- ----- --� ..
w EX EDGE OF a -- ---------- - - - - --------�------------ ---- ------ --------------- - - - - -- -----1 + - N
PAVEMENT Wool u - - T - - - O P oc ?
T T T T T T T
co
------------� --- --- ---=- - - -- m -- _T- - �----- - --- --- - - --- ----- ---- _ ------------F-7
- - ----- ---------------- - -__92 --=- - -- -- - -- -- -�- -- --�--- --- - - T - ---------
92 O
T ^
% L Dr r r r T - ' w
EX 18" CULVERT 12" I- - --a- -- -- -- o _-_.� . -� T - _- == L 2'� =�--a _.-.-. -- .�=o .. o =
(TO BE REMOVED) - - --- -� - ------ w - __, _ `o ,- ��
-■ _ - -
---- ----
18" OUTLET C6 --- -- ----- J
ri --15trtF to-S6--Z----------- ----- STA: 103+61.33 1 » SD �36-�E�8" SD-------------
STA: 105+99.72, 49.73' LT F- S� - STA: 104+64.42 - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - 94 - - - - - - - - - - V
I STA: 105+67.42_ �- _---��_a ---------�--_=_=__94---- OFF: 41.09'LTT-------------------- cn---------STA: 102+58.36 ------
IE=87.8f WITH DEBRIS -- - - ti - - OFF: 41.09'LTT- -- - -
°�-OFF: 41.09' LTT _ - _ - - ^'- N - - P(OH) - - - - P(OH) P(OH P(OH) 96 - PcOro - - - OFF: 41.09' LTT PcoH,
BARRIER AND 12' LONG X - - -� - Q
,9�,� - 3 WIDE BERM I w--Wf6E���3ERM
6' WIDE X 1' THICK ROCKuj CC
LINING USING»-8" _ �T P i� --------------�------------------ ----------94------- - - - - - - - - - -------------- --� ------_________ _____ �__ -
27
QUARRY SPALLS PER SPEC - 94-- N CB#34 f o N 9 =�� _ _ _ _ _
- d ° _ _------- ■
ON THIS SHEET - ° _---------------------------------- ----
----- - - - -
---
EX POWER ESMT ° �N d n °-.� .a - �,X,, -LX ---- .- . . q .: ° ° d
» EX POWER POLE
EX PHONE CABINET / � EX POWER POLE EX FENCE AND GATE EX 12 WATERMAIN
(TO REMAIN) EX PHONE CABINET (TO REMAIN) FINISHED GRADE
EX PHONE RISER (TO REMAIN) EX CABLE MARKER (TO BE REMOVED) CONTOURS /T� or���i
EXISTING (TO REMAIN) (TO REMAIN) ROCK LINING SHALL BE QUARRY SPALLS WITH GRADATION AS FOLLOWS:
CONTOURS
95................................................ .
.a
1: 4 LF -18" S D 0 $39�iir-
............. ............
....
18":OUTLET IE=87.80 f
CBM' CURB IN
85 :................ ,
W/VANED GRATE
STA' = 105+86.12, 32:25`, LT
RIM = 90:43
IF = 88.43 (12" S)
1.15%. . ".
17 LF 12 DI :0 -1-.90%=
............................................................
75
PASSING 8-INCH SQUARE SIEVE. 100%
PASSING 3-INCH SQUARE SIEVE: 40 TO 60% MAXIMUM
PASSING 3/4-INCH SQUARE SIEVE: 0 TO 10% MAXIMUM
RIPRAP SHALL BE REASONABLY WELL GRADED WITH GRADATION AS FOLLOWS:
MAXIMUM STONE SIZE: 24" (NOMINAL DIAMETER)
MEDIAN STONE SIZE: 16 INCHES
MINIMUM STONE SIZE: 4 INCHES
..................................................
EXISTING GRADE AT:
CENTERLINE P1PE
...............................................................................:.................................................
. . . . . . .
.
.............. ... ....................... .
. . . . . . . . .
. . . . . . . . CB#34,; TYPE 1, ; (PRIVATE) :
W/VANED: GRATE
W/STANDARp GRATE
STA. := 104+36.12, 32.25% LT
. . . . . . . . . . . . .
. . . . . . . STA = 104+39.41, 74.32',• LT
RIM = 91.07 .
. . . . . . . . . .
. . . . . . . RI:M 91.50 . .
IE: _: 89:.07: (12» :S)
,. . . . . . . . .
-
CB#36 TYPE 2 48
. . . . . . . _
IE . . 12 N 89.19
(. ).
-
CB#33 TYPE 2 48. .
.....................
MI/SOLID LOCKING LID:....:....:....:...:....:....:....:....:....:....:....:....:...............................................
W/SOLID LOCKING LID
STA•. 105+86.12: 49.73 .LT . . . . . . .
(PRIVATE) 25 LF 12" SD .0 1.44%
. . . . . . . . . . . . . .
,
STA.._ .104+36.1.2, •49.73 : LT
,
RIM;=;.fr791.47 . . . . . • • • • •
„ 0..899'
• • • • • • • • . . .17. LF. 12. DI 6 �.99% .
RIM = 91.8r2-92.07 ;
IE = 87.85 (18" E) . . . . . . . . . .
. . . . . . . . . . . . . . . . .
IE• _ 88.30. (1.8" E) -
IE 88.26 (12." �f) .
. . . . . . . . . . . . . .
IE.=:8&.90. (1:2":N):
IF - R7 AS (1R" uil
IE' = 88.90' (1.2» S)
EX 18" :CULVERT
(TO BE REMOVED)
...........................
150 LF '18' SDI
'4)
UTILITY NOTE:
DEVELOPER AND ENGINEER TO COORDINATE
WITH THE UTILITY COMPANIES FOR RELOCATING
OR REMOVING EXISTING UTILITIES AS NEEDED.
CONTRACTOR SHALL POTHOLE EXISTING
UTILITIES AND NOTIFY ENGINEER OF ANY
CONFLICTS.
- . . . . . .
. . . .
--
. . . . . . .
---.. -`.
.
...
.
..................
i 90
--.
. . . . . . . 8- -SDI A 30%
CB#27 TYPE 1
w
. . . . . . .
...
29 CURB INLET
1N/STANDARD GRATE :
�
1
COM TYPE 1 (PRIVATE)
W/VANED. GRATE ....................
STA_ = 102+01.17, 73.23 ,
LT., w
85
WMTANDARD:GRATE :
STA. = 102+86.12- 32.25', LT
RIM = 91.65
Z
STA = 102+85.75, 75.98', LT
RIM: _. 91..70.
IE 89.52 ;(12;" S)
. -
J
RIM: = 91.50
IE 89.70 (12" S)
IE = 89.52 (12" NE)
I =
IE 89.51 (12" N)
17 LF 12" DI ®�-98 0.78.E
U
„ 1.389
:26LF12 SDO
..... .............................................
CBt30 TYPE 2-48' :
• • • • • • • •
:................................................
• . H
1 Q 80
.....................................................
(PRIVATE) :
W/SOLID LOCKING LID
. . . . . . . .
.
.
. . . . . . . .
STA 102+86.12, 49.73', •LT .
. . . . . . . .
RIM: _92.4592.74
. . . . . . . .
IE=88.75(18"E.) . . . .
. . . . . . . .
. 1
. . . . . . .
IE - -89.53 (12." N)89..58.
IE =-89.4)G- 12'' S 89.12
75
IE = 88.30
(18" W)
IE
88.75 (18
)
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106+00
WA-169 PROFILE
H: 1 "=20' V: 1 "=5'
SURVEY DATUM
105+00
GRADE AT FLOW LINE
EXISTING GRADE AT FLOW LINE
HORIZONTAL DATUM: VERTICAL DATUM:
HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE
RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF
WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON
OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS
CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING
BEING S86`32'23°E. 98.199 FEET(NAVD88).
104+00
1 1 RECORD DRAWINGS AS -BUILT
2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1. 2022
NO.
REVISION
MTS 4/ 15/22 BJT SURVEYED:
MTS 6 21 22 BJT gym,
MTS
WAINN. KLB
CHE�MTS
BY DATE APPR APPROV .BJT
Ste: PLAN: 1 "=20' VERncru_ NAw tee
PROF: H 1 "=20' HORRONIAL• NAD''�'
V1 "=5'
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
102+00
CITY OF
RENTON
[;R
Planning/Building/Public Works Dept.
WA 169
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SITE PLAN KEY MAP ,
NOTES:
1. ALL CATCH BASIN OFF -SETS ARE TO
CENTER OF GRATE ( NOT CENTER OF
STRUCTURE).
2. ALL STORM DRAINAGE PIPE SHOWN ON THESE
PLANS AS "SD" SHALL BE LINED CORRUGATED
HIGH DENSITY POLYETHYLENE PIPE SMOOTH
INTERIOR UNLESS NOTED OTHERWISE ON THE
PLANS.
-3. TALK
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ssIONA L 06/21/22
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R-4166181
IN COMPLIANCE WITH CITY OF RENTON STANDARDS rn M
AS -BUILT WA-169 FRONTAGE IMPROVEMENT PLAN
TRIPOINTE
(425) 455-2900
15900 SE EASTGATE WAY. SUITE 300
BELLEVUE, WA 98008
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DATE
6/21/22
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FIELDBOOK:
PACE: