HomeMy WebLinkAboutR-392312RETAINING WALL LEGEND
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ASBUILT DETAILED GRADING PLAN
ZOIZ
OLOCK+LOAD RETAINING WALL. SEE PLACEMENT
DETAIL SHEET 16.
WALL NOTE
TW- /963�TOP OFWALL ELEVATION (TYP.)
TW-0.5
RA
U
AT
TIFFANY PARK
BW=396.2
O DETAIL SHEETCKERY 16.RETAINING WALL. SEE PLACEMENT
EXPOSED HEIGHT OF WALL (TYP.)
^�
E
O 'W z
h
i ii/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
REINFORCED CONCRETE WALL. SEE DETAIL EXPOSED BOTTOM OF WALL ELEVATION (TYP.)
Q
'� z
�
PREPARED BY OTHERS.
W
TWP. 23 N., RGE 5 EAST W.
M. CITY
OF RENTON_ KING COUNTY STATE OF WASHINGTON
O 25 50 100
TW=45.5
BW-438.1
TNT--4 \
BW=439.0
`` �-,,,\
m ^
_
\ TTRACT
i14�442.6
0
BW=44oT 2.3 TRACT F ...... `
TW=442.5
5s TW=444.6 W=439.8 2'7 .OPEN SPACE'--,` `
-'-° y .• ELEVATION (TYP.) BEARING PAD
31 BW=439.0. . - T\ A&\. \ \ SPECIAL NOTE:
_
T ,
439 BW-439 � PAP?� `
4�
8.•1. TW 444.6 4 8 �
= s `\ BUILDING PERMIT. THAN
NHEIGHT OFHROCKERY REQUIRE
WALL IS MEASURED
TW 442.0 .... �WALLS TALLER 3.O sW 0 ;;
_ _ `
/ _
42
0 0 - 8 `
� 4390 22 ! ROCK TO THE
0 0 , % OF BOTTOM
OF THE
HEIGHTBOFERETAINING WALLIS32
\� v, 439:00 rw=aaz.2 1s
TW
BW 4 '
VIS:• _ _ B FROM THE BOTTOM OF FOOTING TO THE 0
- O Tw-aao.o 34 �, 44 UPp
. ' ` O to 439.80440.30► 4 _ OF WALL.
8
. a :. • 4 RES�pf \ `� �� BW-439.0
Q
TW=430.8 / NTl ti `: \ 2
6.0 BW=424.8 „ ACL'E TW=440.0
.. .2
SEE P o \ 4 ` _
S"EET� A p P P \; o \ TRACT G / \\
CONTI FO p I� \ nWIDE PAVED / C ITI AL AREA
NUAT/ON R 13 55 / / _ �:PE ESTRIAN PAT��I
56 434.10 `�`� 53 / p -- _ o tpER ETAIL SHEET 45. .... \ i
_ .. 35
433.90
9.3 TW=a3a.1 433.10. 433.60 i R. .' ,� - - �_ _ p /� �\
442.50
BW=424.8 52 , - __ �\l'• -/� 36
TW-435.0 433.60 ,.. O C I \ \ \
Tw=a3a.1 - 11 0 / 51 P O _ _ ✓ ` 442.80 37 " <- -- 456
9.3 9 3 W-424.0 TW-434,6 10 0 t44 - _ _ _ TREE PROTECTION ^
TW-434.1 BW=424.8 - - / / ♦ \
BW=424.6
BW=424.8 TW=434:6 / 434.70 / P _, / 443.00 FENCE. ��
�36 ��� BW.=a25.6 9.0 50:' ; ♦. - _ 38'. .: �,,
q36 / 436.10 o� / \
�� , ♦ 443.00
49 P
•
TW=434.1
\j _ 10.1 TW=434.9 10.3 / TW=437.1 10.0 437.40 / BEARING PAD OPEN
.. 39
5 N� `` �`O BW-424.0 BW=424.6 TW-434.6 �32 BW-427:1 dQ O P 444.00 0 E S.
V - s o Tw-a3a.a �V! o LEVATION (TYP.)
�N ' .....g30... 9.4 / 438.40. ► 4Z - / o
5� I .. 60 , BW 429 47 P ►
ON ♦ 6
TW 43 1 4 0 1 � 9.4 a.d 439.40.
/ TW-435:7. � Sr
AO 428 424.00 424.6 62
s s �l eW-a31.o
�O 59 �... 425.60 / / TW=437.1.. BW=432.9 7:5 1 P \ \ TW-440.1
6
P 425.10 �v / BW=429.0 8.1 ' .. 428 �Af}' \ BW-439.6 0.5
/ 63 / _ . / 27 / 90 \ p TW=441.4 0.5�
42
/ TW-438.4 S / _BW=440.9
1 43 441.30 NOTE:
`A� 440.80 l TW-443.3 3 5
P l b BW=439.8
_ I TW=4ais / 1 T 7 SHARE A
464 v rw-a s.a TW-AA'? 3 r LOTS 3 , 38 & 39 S E SINGLE 20 WIDE
4 )
A� \ B = I R BW=437.8 4'0 BW=a37s = DRIVEWAY ENTRANCE TO PROVIDE ACCESS VIA
/ / / W 43 .9 \
N 4650 0 \ . SHARED DRIVEWAY TRACT P.
N / / / Tw-442.6 10
I
BEARING PAD po ..I o...., \\ o ............ _� i I i BW-432.6 .0
\ _
SHARE A
TI TYP o o / / I I 434 .. ""410' " BOTTOM FACE OF WALL 3 LOTS 75 76 77 AND 78 S E SINGLE 20'
66 . •
ELEVATION (TYP.) i �`10 w , 432.90� I \ TW=440.8 ) ,
l`�
. . •. `..' .. •°. •.... CV � / \ ��i �>, : - • 05 WIDE DRIVEWAY ENTRANCE TO PROVIDE ACCESS
A ^ P l CONBRACTO E �ORTSO B
BW=a40,3'
THAT VIA SHARED DRIVEWAY TRACT Q.
rw=aaz.3 4400 TW=440.0 ENCROACHMENT DOES
\:. BW=433.3 9.0 TW=442.3 0.5
p / _ 10.5 BW=439.5 NOT OCCUR ONTO THE
86 1g32 Bw=a3i.a TRACT I 4) SEE SHEET 44 AND 45 FOR DRIVEWAY ENTRANCE
P 436.80
124.90 P o D�' �� PEN SPACE NEIGHBORING PROPERTY DETAIL.
TW=425.9 20 .. ...... P / O _ , , _ �30 17451 DURING CONSTRUCTION.
\ \ BW=416.0 _ 20 l `RESIpENTiq \ I o0 p T.W=436:7 _ \ _ W=4 7. TW=441.5 3.5 A ,
\ / 1 / 0 \\ s iQ(' p.. , 10.7 BW= 6 0 3 8 6 i BW=438.0 /3 5)
l l CES i •' .. 42 8 Bw=431 3 OF I DRIVEWAY VEWAY D FROM ADJACENT TH PER RMC. �IPROPERTYSEPARATION @
/ P / - -
,\ \ \\ \\ >• 424.30 425.30 �_ � � TRACT P
\..\ \ � . • P 72 / / > : Q � �4 °: TW=436.7 � PROPERTY LINE.
0 69 BOTTOM FACE OF WALL SHARED UTILITY
\ \ \ ' 85 �� 423:50 4, \ 1a.�. TW=437.8
8 / / �� BW=426.035.703.5 /
_ ) SAFETY RAILINGS SHALL BE REQUIRED WHEN THE
�, - - ; `\ i 426.50 / P BW=434.3 TO BE LOCATED BY ACCESS TRACT
424.00 \ TW=425.3 8 2 / / i P TW-434.0 2 Q
`rw=az5.o \ W=417.1 TW=426.3 9 z / 68 ✓ P � ' .0 CONTRACTOR SO THAT
6
\ \ \ \ s.o \ \� TW=417.1 / TW=430.3 �j� BW=426,0 o BOTTOM OF A ROCK WALL, RETAINING WALL OR
\ ( , 67 13.3 w=a33.o is 1 435:00 ' ENCROACHMENT DOES '
TW=427.5 427.80 / ✓ Bw=an.o BVJ_414 9 �. �. 4 SLOPE IS 30 INCHES OR MORE BELOW THE
125 - i ►�'3� N NOT OCCUR ONTO THE
BW-415.0 / - TRACT J FINISHED ELEVATION OF A SIDEWALK OR OTHER
\\ \\ _ - Tw=4za.e ' ' �' `'' NEIGHBORING PROPERTY
P 1 / / / 429.30 TW=434.0
\ \ � TW=430.3 19.0 � i ., �
84 9 9 / BW=415.4 14 9 Bw 5 3 18 O TW=434.3 .x ! i i 1 O TW=427:0 - OPEN SPACE PEDESTRIAN FACILITY.
BW=416.3 i TW=426.7 \ '. 4� Bw=4ia.9 �
. ♦ \ Bw=a2s.o DURING CONSTRUCTION.
TW=430.3 46 3.5
,\ \ \ \ 422.60 � ♦ .� / 1 TW=424.5 7.4 \ / BW=417.712.6 /.� 18.0 TW=434.2 irk♦ 425.00 Q BW=423.5
\ \\ \\ \ TW-423.6 �' ► -' - / ► =430.3 r BW=416.2 TW=425.0 RESIDENTIAL CURBCUT DRIVEWAY TYPE R1B TABLE RESIDENTIAL CURBCUT DRIVEWAY TYPE R1B TABLE
- TW=424.5 \ TW-426.3 I J 15.8 ` \ BW=421.5 3'5 DRIVEWAY DRIVEWAY
\ \ \ 7.6 \ 11.3 BW=414.5
\ \ \ BW=416.0 1 , 0.5 \ TW 422.9
\ \ P BW=424.0 % 1 \ SW= 415,0 \ TW=426.0 i
\. \ \ \ �' 1 1 a / / 3 J. \\ 10.4 BW=419.4 3.5
\ \ i - 18. i \� TW=430.3 15: y BW=415.6
\ \ \ \ 83 : i \\X- BW=415.2 STATION STATION
\ \ �w 41 s.1 o LOT NO. ROAD NAME WIDTH LOT NO. ROAD NAME WIDTH
\ \ ' .. 76 \\ 4.1 W=416.3 / 7 ` N
\ \\ \ \. ' 420.10 �' �': o� J' 414 \\ B =416.2 1 I �l � � � � � TW=424.0 �y �
416 00 \\\ I I �/ / 7.5 BW=416.5 TW=420.3 31 STA. 20+79.52 SE 18TH STREET 16 62 STA. 22+67.22 ROAD A 16'
\ \ TW=421.L � � � � \ \ I � �I � BW=416.8 3.5
5.1 \\ i' 4:1 TW=419.1 \ I TRACT ��� �� BOTTOM FACE OF WALL 32 STA. 21+51.52 SE 18TH STREET 16' 63 STA. 22+95.22 ROAD A 16'
\ \ \ \ 4 74 T =415.0 I L CRITICAL AREA
TRACT Q TO BE LOCATED BY
P ��� \1 413.60 \\ d, /��� CONTRACTOR SO THAT 33 STA. 21 +94.52 SE 18TH STREET 16 64 STA. 23+97.22 ROAD A 16'82 T A
\ 417.60 �/ 1 SHARED UTILITY/ \ �6 ENCROACHMENT DOES 34 STA. 22+44.52 SE 18TH STREET 6 65 STA. 24+25.22 ROAD A 16
TREE PROTECTION \ 9� \\ `ACCESS TRACT \` NOT OCCUR ONTO THE 16' Q 4
FENCE \ c V' \ '\ 35 STA. 24+81.05 SE 18TH STREET 66 STA. 24+90.22 ROAD A 16 ✓
off, \1 ¢12 1 sJ, \ , \ G� �, NEIGHBORING PROPERTY c `` __ o Z
75 / ^/ \ \ VV DURING CONSTRUCTION. 36 STA. 25+09.99 SE 18TH STREET 16' 67 STA. 23+79.46 ROAD A 16'
411.50 // p , z
a \\ TRACT S l ' Q37* STA. 25+60.58 SE 18TH STREET 20 68 STA. 23+51.46 ROAD A 16'
���/ 7.3 Bw= 11. 415.10 0� /�� �1 1 Tw=a16.1 \\ OPEN SPACE •. k * 20' ° 4,423
J�j 38 STA. 25+60.58 SE 18TH STREET 69 STA. 22+79.46 ROAD A 16 �' O
BW=415.0 `,
1 \ �' -a < 39* STA. 25+60.58 SE 18TH STREET 20 70 STA. 22+51.45 ROAD A 16' �FSS G\�
\\ TW=419.7 .4 7 � ��NA
' \ 77 \ BW=415.0 0 . 40 STA. 24+86.80 SE 18TH STREET 16' 71 STA. 21 +45.14 ROAD A 16'
g .. 10 // : i p \\ 414.00 O� 16' , 11/20/201 E
80'. 4 41 T 4+ H T T +
lj S A 2 66 83 SE 18T S REE 72 STA 21 15 00 ROAD A
'•. TW-416.1
�
Bw=aos.o
I
/
►
411.50
,
TW=413.6
74
E BW=406.2 .
o`?
P
\♦
TW=412.5
4.6
BW=407.9
TW=418.9
st.
��
TW=413.6 4.2
\
\ ' /
♦
TW=415.0
7:1.
3.9
BW=415.0
4Q$\ .( S-
4�
;. ..
\\
BW=407.9
79 416
TREE PROTECTION KEYNOTE:
8.0 TW=413.6
BW=405.6/
O�
TRACT
I
-
5�1
406.90 �.
PROPOSED TREE TO BE SAVED. FOR EXACT DETAIL AS
OPEN SPACE/
TO WHICH TREES ARE BEING COUNTED AND THOSE
T 5 71
LANDSCAPI
4 /0 .
WITH POTENTIAL FOR SAVING AND NOT BEING COUNTED.
-a13
-
P
TW-410.0 z 1
BW=407.9
PLEASE REFERENCE THE TREE RETENTION PLAN ON
\
¢o�
SHEETS 64 THROUGH 66.
4Q6
406.
(D TREE PROTECTION FENCE*
\ °
\
0.2 BW=403.0
' ®
oo
/
�'
�\ j DRIPLINE DELINEATED BY WFCI (6' MIN)*
TW=405.6 /
zs
\ °. /
Bw=403.0
\
��
*NOTE:
0.0 BW=402.6
/
PER THE TREE PROTECTION PLAN/REPORT PREPARED BY
406.
WASHINGTON FORESTRY CONSULTANTS, INC. (WFCI), DATED
08/16/17, THE DRIPLINE IS A MINIMUM OF 6UNLESS
NO PARKING SIGN INSTALLED PER
DETAIL ON SHEET 45. PARKING
P� WILL BE PROVIDED ON THE
OPPOSITE SIDE OF THE STREET.
60' SPACING ON CENTER MAX.
STREET NAME SIGN INSTALLED PER
❑S
DETAIL ON SHEET 45.
NOTE:
EXACT LOCATION AND NUMBER OF SIGNS
TO BE CONFIRMED WITH CITY INSPECTOR
PRIOR TO INSTALLATION OF ALL SIGNS.
VERTICAL DATUM
- - .... OTHERWISE DELINEATED BY YOU. ALL TREES TO BE
SAVED ARE REQUIRED TO HAVE A 6-FT TREE PROTECTION
- FENCE (CHAIN LINK) INSTALLED AROUND THE DRIPLINE AS
VERIFIED AND APPROVED IN THE FIELD BY THE PROJECT
ARBORIST. ENCROACHMENTS UP TO 20% OF THE DRIPLINE
oo ARE ALLOWED AS APPROVED IN THE FIELD BY THE
PROJECT ARBORIST. PLEASE REFERENCE THE APPROVED
TREE PROTECTION PLAN/REPORT PREPARED BY
WASHINGTON FORESTRY CONSULTANTS, INC. SEE SHEETS
CITY OF RENTON, NAVD 88 67 & 68 FOR DETAIL.
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) 2 REVISED PER CITY COMMENT
FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH 1 ASBUILT
ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) N0. REVISION
PROPOSED:
ASPHALT
CONCRETE SIDEWALK
CONTOURS
- - - -530- - - - -
EASEMENT
PROPOSED MONUMENT
O
FENCE
EXISTING:
SURVEY MONUMENT (AS
NOTED) 6�
BENCHMARK
SECTION CORNER (AS NOTED)
FOUND REBAR/CAP (AS
NOTED) •
MAJOR CONTOUR
""""•530..........
MINOR CONTOUR
.........532..........
BUILDING
EDGE OF ASPHALT
SURVEYED:
BCE
DESIGNED:
BJT
BK
1/20/1 §
BJT
DRAWN -
RAG
BK
11/2/18
BJT
CHECKED:
RAG
BY
DATE
APPR
APPROVED:
BJT
42
STA. 23+40.30
SE 18TH STREET
16'
73
STA. 34+49.18
124TH PL SE
16'
43
STA. 23+12.30
SE 18TH STREET
16'
74
STA. 34+77.18
124TH PL SE
16'
N
= c� u
44
STA. 26+36.47
ROAD A
16'
75*
STA. 35+73.18
124TH PL SE
20'
:D z W
45
STA. 26+09.85
ROAD A
16'
76*
STA. 35+73.18
124TH PL SE
20'
W
g N
46
STA. 25+79.75
ROAD A
16'
77*
STA. 35+73.18
124TH PL SE
20'
a
w
16
X l<
47
STA. 21 +46.29
SE 18TH STREET
78*
STA. 35+73.18
124TH PL SE
20'
w I` a
48
STA. 21 + 18.29
SE 18TH STREET
16'
79
STA. 36+47.18
124TH PL SE
16'
o
Q iv j N N z
49
STA. 20+46.29
SE 18TH STREET
16'
80
STA. 34+88.29
124TH PL SE
16'
�of
0 0000 N r- z
50
STA. 20+ 18.29
SE 18TH STREET
16'
81
STA. 34+38.29
124TH PL SE
16'
00 cl� z
N I I w W
51
STA. 19+46.29
SE 18TH STREET
16'
82
STA. 34+ 10.29
124TH PL SE
16'
Ln Ln c� z
52
STA. 19+ 18.29
SE 18TH STREET
16'
83
STA. 33+38.29
124TH PL SE
16'
N N z -
�-• •-• W W``
Ln Lo
53
STA. 18+32.70
SE 18TH STREET
,
16
84
STA. 33+ 10.29
124TH PL SE
16'
/
N Z N N J
00
54
STA. 18+03.43
SE 18TH STREET
16'
85
STA. 32+41.47
124TH PL SE
16'
Y
55
STA. 17+ 13.48
SE 18TH STREET
16'
86
STA. 32+ 13.47
124TH PL SE
16'
56
STA. 16+84.21
SE 18TH STREET
16'
N 0 ' 3N,, .
59
STA 31+6326
124TH PL (Zr'
16
CITY
OF RENTON
60
STA.
21+48.99
124TH PL SE
16'
EDEPAFiTMENT OF PUBLIC WORKS
61 1
STA.
21 +76.03
1 124TH PL SE
16'
SCALE:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 Cl T Y OF
RENTON
ONE INCH DATUM
AT FULL SCALE Plonning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
APPROVED BY
APPROVED BY
APPROVED BY
APPROVED BY
DATE
DATE
2
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DATE O
DETAILED GRADING PLAN D 1 /20/2018 m
ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: O
PAGE:
MAINVUE WA, LLC DRAWING N0:
1110112TH AVE NE, SUITE 202 LL!
BELLEVUE, WA 98004 SHEET: �� OF ww U
IRI-131912131112i