HomeMy WebLinkAboutR-410902LEGEND
m
0
LEGAL DESCRIPTION
EXISTING
PROPOSED
DESCRIPTION
THE NORTH 2 � ACRES OF THE SOUTH EAST QUARTER OF THE
SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5,
PROPERTY LINE
TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY
WASHINGTON.
x�o�C
GROUND ELEVATION
so.so o.so
(M: TO MEET EX
EL)
EXCEPT THE EAST 30 FEET FOR ROAD.
�-se
O
CONTOUR
ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST:
DIRECTION OF
SURFACE
�
DRAINAGE
AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE
�o-SD-
f_SD-
W
OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER
- ♦
STORM SEWER,
MANHOLE
RECORDING NO 8906291184:
& CONNECTION
INSPECTION CHAMBER
SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF
0 B
CATCH BASIN -TOP & SIDE INLET
WASHINGTON
0
O
LAWN BASIN(D)
BY DEVELOPER
DETECTABLE WARNING SURFACE
SLOPE TREATMENT
5-0" 14'-C
1.5% GRADE BREAK
5.0%_
LANDING CURB RAMP4t
SECTION A -A
N.T.S
GRADE BREAK
COUNTER SLOPE
2.0% MAX.
TOP OF ROADWAY
DEPRESSED CURB AND GUTTER
SEE STANDARD PLAN F-10.12
�la��i>I/13��4'L1:]PI@[e>�YIJ:]yTil7
CROSSWALK
DEPRESSED CURB AND GUTTER
CEMENT CONCRETE
PEDESTRIAN CURB
CURB RAMP
GRADE BREAK
FACE OF CURB
CROSS SLOPE 0.8
CEMENT CONCRETE
SIDEWALK
N0T1011tiP►[y IN41aa01la 611N TOItii11N
CURB RAMP WIDTH 5-0"
LANDING TO MATCH
0 TOW 66.40 (TOP OF RETAINING WALL
z BOW 65.50 (BOTTOM OF RETAINING WALL
W SIDEWALK LETDOWN DETAIL - A 106TH AVE SE
SWALE N.T.S
-W •- - -.ter._,_ HYDRANT
SEE DETAIL-C TREE PROTECTION FENCE PORTION OF THE NORTHWEST 4, SECTION 5, TOWNSHIP 24 NORTH, RANGE 5 EAST. W.M.
I ® PROPOSED RETAINING WALL
5� SEE DETAIL -A PROJECT ARBORIST SHALL INSPECT ONSITE TREE PROTECTION
AND PROVIDE MEMO OF FINDINGS PRIOR TO COMMENCEMENT
U KO 26 0 b drop' p0 6p�1 tk5p tl50 �b0 Ob OF CONSTRUCTION. PROJECT ARBORIST SHALL BE ONSITE TO
' �� b`L Db01 00 pub MONITOR CONSTRUCTION ACTIVITIES THAT MAY RISK INJURY TO
�b0 ro �b0 b0•� OFFSITE TREES ALONG NORTHERN BORDER (TYPICAL)
0 �5�6 bpi 0� O p�rop1 D�bO �` b TOW=463.85 198TH ST SE �� b
T �b 0 N105� ��° �b Nb0 b� �b0 0� Ix60 BOW=463.40 12" PVC b1 O 0 ro 0 �b2$ O pb� 2 AR �' C OTTO N W DOD
- 2 Z p`L b0� p b0 p5 p n0 pub STM MAIN b1b1�pL �? ti b� `L�bti EDAR lo.
N b bb CURSESSO
/(-4;��t> 4 13 ��° 462.57 �b �`�° M3 b
N 4 OTTO CEDARN.
64.37
106TH AVE SE TACTILE WARNING STRIP
462.1 EXISTING DRIVEWAY
64.3 ' ' ' ' 62.20 CROSS SLOPE 2.0%
I-o
xx
S�oAF�'o CROSS SLOPE 1. m I
464.26 srs � � 8 aZ. 19-V U
0i LLJ
Q to
= cn 5'- ` �1
463.45 .a 10 19
63.40 � o ^0
��•�� 463.19 ` V
. c9 . 0- c9 463.17 PUBLIC ROAD LO
TACTILE WARNING STRIP '') �"� ��• 0
p 9 0
TACTILE WARNING STRIP
106TH AVE SE TEMPORARY ASPHALT SIDEWALK LETDOWN TEMPORARY ASPHALT SIDEWALK
DETAIL - B
LETDOWN DETAIL - C 106TH AVE SE
N.T.S N.T.S U
NKIN O-)
N
(470. 0 0� 0
24 CEDAR R TWIN b 2 2L�_"N
3' CINDER BLOCK WALL^0
463.00M D�b�� ° A " DARE pro 3. g Nb 3 ebb AR ti ��° 1 �'I ��°��� pb�' b �48" MAPLE QUA 1�� 0
110
`L �b� NCO �bN �b5
_ 0 1 00.00 1 +5Q.00 2+00.00 2+ 3+00.00 3+50.00 nt, I 4+00.00 4+ .00 I +50.00 6+00.0 r� .00 6+8 .0
�. �b � ebb • 4c-
5+00
_ _ _
------SD----------463.26-- -63.41 ------ -- - ------------ 464.00 -- -- 64.10-------------------- --- --- 465.24 "p� No �66 -J O� �_� _FT
64.86
63.
y .- �, -- SD
�,. :'e
1
i� i•' b
;� 46 2 46 5.0
� r� ( 'S',1• _ .12 64 '
18 b �< 3. � 46 ��;�
44 92 1 7 3. 3. 4. � 63 02 46 46 6
4 3.0 3 4 Sk .4 46 463 ''
ro
q' ,• ',t i In' •Ni ,I�
,'',-'.:,•s;' �'---- /:,, . •' 463.0 4
<463.99 I tkN $ 4/I + ++++ +++++++• ++++++• ++++++++ + + +'++ 471.10
+63.3 3.43 63.5 64.0 64.2 64.8 465.7 ++63.26./+++++464.4664.1 65.3
W
464. 9 5 Nb� I �� 0 464.76 I / .+: a H 0
18" A Df +«+++F I 00
- - - - - - - - - 467.38M ,+++++ p 0
o 64.76 464.12 464.25 464.42 466.1 43" COTTO o0D '•+•� r
�o b 1 +++
464.76 464.20 464.20 1 464.58 464.45 464.4 464.76 4 .70 465.70 67.70 - - t
5 2 464.58 465.70 +++++++T �1 '11
I OW _465.4 00 ' 'WO FENCE Dc6 %+++++$ �I D
OW=465.4 + + +
OW=464.1 OW-464.8 b� " R 18" COTTONWO +.++ +J
1I8" COTTONWOOD + ' } EXISTING
24" A D RI-N,++++LOT 1 T 2 LOT 3 LOT 4 LOT 5 L T 6 �i,++++�+++++t� ROCKERY TO
5 �b +BE REMOVED
TORM DRAIN Ow 466.20�b512" corroNwooD �+++
RACT (A) ow= .1 ���' rkb b °c6 TRACT B +++++�: -
AV AG - ( ) +++ a
_ 66.20 � 5 f �� 1 I - I I +1 +;+;
OW=466.20 I 6 _ 5 f _ 464.90M 5. + + +++
I Q IA 12" COTTONWO
OW=464.2 4 �` $ 1 I �b - 6� +++++++}
W �b<k9 �b� 24" COTTO OOD_ 17" CO0 o0D TWIN +++++++$
1 _ _ +++
I 1 +++++++
PROPOSED UNDERGROUND
+ +++++
W I �� COMBINED DETENTION WET o61 'N OD 20" c rroNwo + + ^\ 01
Q VAULT WITH MIN. 1'-6" f 466.22 465.80 50 I 'I °� ' '++++
I 46 . 466.20 6.68 Q 466.00 65 465.00 „
TOPSOIL COVER 1 465.45 465.40 24 18" COTTONWOOD 2 CO
co 3'- 0 _------- --- LZ ++++++'t �1
o I 465.50 466.22 10" FIR b � �` 2 ' COT NW oo ° + + .t+
�b� 467.70 OW-467.20 b � 465.85 Nb5 465.50 4 .00 1 '6 TTONWOOD ' +++++ +
24 COTTONW00� 8
467.70 OW=465.5 24" ALDER T 1 bb 24" COTT N, +;+++++ +I 0
�+++++++
0 � 'I 65.7 � O 10" FIR 10 FIR b � � _ 'I .
I 5 5 r I rob rob' Nbb bb Deb 6b bc� • �ro5 Gj $ +++++, ++ ++ 45_•
[x D� fx Deb +++ ++r++
24 OOD
466.00MRnw=OW=467.80NDL�COTTONW
=aF4 (467.0�OMY/�4
64.37M M M 7650M0�
�5 1550�/pb�'n WET VAULT CORNERS ALLOWED INSIDE I'rLHIV JI�HLC. I =LV J�
5' SEE SHEET 12 ELEVATIONS:467.7 THE TREE DRIPLINE NO GRADING IN TREE b o I
I FOR COMBINED (TYPICAL) PROTECTION AREA. PROTECTION AREA (TYPICAL)
` ' ' ' ' G DETENTION/WET
VAULT DETAILS NO GRADING IS PROJECT ARBORIST SHALL
REVIEW ANY DEMOLITION OF
ALLOWED INSIDE ctNGH
PROPOSED RETAINING WALL, � a4
SEE DETAIL-B MAX HEIGHT=3.5' THE TREE EXISTING SIDEWALK AND v WAT
REPLACEMENT CONSTRUCTION
MAX. OVERALL HEIGHT OF
THE FENCE ON TOP OF
RETAINING WALL IS 6' TOP RAIL
POST TO BE INSTALLED
OUTSIDE OF THE DRIP LINE
TEMPORARY CHAIN
LINK FENCE
BOTTOM RAIL
D/W CURBCUT TABLE
LOT
STATION CENTER
OF DRIVEWAY
DRIVEWAY WIDTH
WET VAULT
1 +39.58'
1 6'-0"
1
2+13.41'
1 6'-0"
2
2+49.41'
16'-0"
3
3+61.41'
16'-0"
4
3+97.41'
16'-0"
5
5+09.41'
16'-0"
6
5+45.41'
16'-0"
TYPICAL DETAIL OF TREE PROTECTION FENCE IELEVATION INFORMATION ON THE PLAN
PROJECT ARBORIST SHALL BE ONSITE TO VERIFY TREE PROTECTION AREA. -a
PROTECTION FENCING PLACEMENT AND HEALTH OF 41773 f.
PROTECTED TREES PRIOR TO THE COMMENCEMENT OF`�ecss4%,r
CONSTRUCTION ACTIVITIES. PROJECT ARBORIST SHALL
MONITOR ANY EXCAVATION AND ROOT PRUNNING WITHIN
THE DRIPLINE AREAS OF ALL RETAINED TREES, ONSITE R-41 0902 �
AND OFFSITE.
I
THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL IN COMPLIANCE WITH CITY OF RENTON STANDARDS u�
EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION.
AGENCIES INVOLVED SHALL BE NOTIFIED WITHIN A 0
REASONABLE TIME PRIOR TO THE START OF DEVELOPMENT ENGINEERING
CONSTRUCTION. CALL 48 HOURS IL
z
Michael Sinnn 03/30/2023 W
BEFORE YOUR
DIG CALL 811 Q
N.T.S
SURVEY BENCHMARK
CITY OF RENTON BM 1852, BRASS DISC IN CONIC SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS
NAVD 88 = 454.769 FEET
CITY OF RENTON BM 2110 - 1/8" BRASS PIN IN 3" CONIC MON IN CASE AT THE SI OF SE 176TH ST AND 116TH
AVE SE PUB ELEV = 448.162 NAVD88
SURVEY
CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859
CONSULTANT
MAINLAND ENGINEERING CONSULTANTS CORPORATION
UNIT 206 8363 128TH STREET
SURREY, B.C. V3W 4G1
TEL: (604) 543 8044 FAX: (604) 543 8104
EMAIL: CIVIL@MAINLANDENG.COM
5.
REISSUED FOR REVIEW
SGC
2023/03/14
AB
SURVEYED:
SURVEYED
SCALE:
AS SHOWN
1988
HORIZONTAL: NAD�9 3/1991
DATUM
CITY OF
� R E N TO N
•
Planning/Building/Public Works Dept.
MADUENO SHORT PLAT
19805 108TH AVE SE RENTON, WA 98055
GRADING PLAN
DATE:
2023/03/14
�
U
�'
4.
REISSUED FOR REVIEW
SGC
2022/12/02
AB
DESIGNED:
EM
3.
REISSUED FOR REVIEW
MK
2021 /04/14
AB
FIELDBGGK
2.
REISSUED FOR REVIEW
MK
2020/06/19
AB
DRAWN: MK
ONE INCH
O
I L
DRAWING No:
2
1.
ISSUED FOR REVIEW
MK
2019/11 /19
AB
CHECKED: RM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
N0.
REVISION
BY
DATE
APPR
APPROVED:
AB
SHEET.
2_OF_42
El-