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A PORTION OF THE NW 1/4 iOF SECTION 19, TOWNSHIP 23 NORTH, RANGE 05 EAST, WLM., KING COUNTY, WASHINGTON - -
TYPE II
C:) I RIM-20.31
i I IE=14.71, 12"CMP(E)
C) I IE=14.52, 12"CMP(N)
1114.66, 12"CMP(W) I __ I ss
Q I LADDER SOUTH ss i ss so
w I so ss ' ss / � so so - -
STORM CATCH BASIN � �� � 2 q.•$ A��� " _ so '
TYPE II J L so -
RIM=18.98 so °
IE=14.98, 12"CMP(W) - _ -
IE=15.18, 12"CMP(E) I ��!, I - AA _ p
i L � I STORM CATCH BASIN
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00
I - o TYPE I PROPOSED FEATURES- r
" I I RIM=19.86 (�
E-- I - - 7 R-_5' I IE=15.56, 12"CMP(W) LANDSCAPING, SEE SHEETS 1-1.0 & L1.2 FOR PLAN
4
IE=15.66, 12"CPP(E) NOTES AND DETAILS
R=5.5' � � ..•.x.�.� 10. IE=15.66, 12"CMP(S)
99, I • • •'• I MEDIUM DUTY ASPHALT PAVEMENT. SEE DETAIL
STAB`S A� 9 T •�•; : ::•;•; APPROX. LOCATION 01/C2.3
_ I a OF RECORD STRUCTUHL
nn' PLN 7 so C;� CAST -IN -PLACE CURB
� NOT LOCATED FOR
THIS SURVEY
1 �.'.'.'. i SITE SIGNAGE
Q'. F ....�,.... ... .
ss so - o - �:'�� - ACCESSIBLE PARKING SYMBOL PAVEMENT MARKING
I
_ -I \.... .:: _ I SEE DETAIL 05/C2.3
QLPROPERTY so SD 0 ��� - - - _ - - _ - - :: I POB POINT OF BEGINNING
Q - CORNER POB so _ - - _ - - _ _ - N _ - - '.......\'.- g ....I.... I o
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.so _- - _ o_ .I:.....
_ _ _ -23- �.......
-24- R=50' .I
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TPN 3340404785
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LEGEND
9- _--_ __--_ _� - --_ _ -_ - -__- I-_ - :::::�::::: I GENERAL NOTES
�' ' ' ' ' ' I 2� I I I 1. SEE SHEET CO.1 FOR SURVEY INFORMATION.
6 `" - - - - - .5.'.'.' m CN 2. SEE SHEET C2.2 FOR SURFACING NOTES.
3. ALL RADII DIMENSIONS ARE TO THE FACE OF THE
g� .:5..... 4 - - _ - ' - \ ..... . . :. \ \ \\ \ I :fl:.. I CURB/ASPHALT/FLOWLINE, UNLESS OTHERWISE NOTED.
I' '� • v
0 SD\ \ \ \ \ ) • • •I N I I 4. COORDINATE WITH GRADING AND DRAINAGE ON SHEET C3.0.
..i...... 7 3 R7-8
Sp ' \ \ \� \' I I :.:�:.:::: o TPN 3340404705 5. AMEND ALL DISTURBED SOILS IN LANDSCAPE AREAS AS REQUIRED PER
I:'.':I:... : 5cn
- / (18 x12) I1 S� 29' \I R=3 R=24 .::'�'..'. DETAIL 03/C2.3
L...... I...... 3 R7-8P \ ti .I.....
L .. (18"x12") I 6"x12" I I S R=3' :.:.�....
R7-8P ( ) SID o
:'I':': 8 (6"x12") I I 2 °I\ $ �:.....f.....a o1� KEY NOTES
\ .......... I \ 0 SD \ o / F1�ZE A / \ .... j.... f::. I 2 co
.'.'...- 6 S° MEDIUM DUTY ASPHALT PAVEMENT TO BE INSTALLED PER DETAIL 01 C2.3 M
SjP�� S AZ g' - 99 x 2 / \ / - A� ..•�•....�• .. I o INSTALL SIGN PER CITY OF RENTON STD PLAN 129 (DETAIL 07/C2.3), C)
.'..'.i.'.'.4.' SD \ \ 11 I R-5 :'�.'.. i.'.' 1.....�.....: SIGN TYPE & SIZE PER PLAN O
...:.C.:..I.... \ \ \ , _ �r / _ - ' X by \ / :..:'j':':'�':� j'.'.'.L'.. 00
-b _ /�_ - - _ - \ , j...:I.::I: t..:...h.: I 3� INSTALL ACCESSIBLE PARKING SIGN PER DETAIL 08/C2.3. r
:•�•'•'•f• \ \\ \ - - X = 99 - - - ' _ - \ I. I 9�. • • I. . N 4 CONTRACTOR TO INSTALL WHEEL STOP PER DETAIL 06 C2.3
LL 1SA
_ - - 20 \ • •I• • •�• • 5 PAINT 4" WIDE WHITE PARKING STALL LINE 2 COATS
\ - - -26- / d° 0 \ I SHOEBOX LUMINAIRE ON POLE. LIGHT POLE LOCATED AT THE NORTHEAST
I 11 8 'I. . ... I CORNER OF THE SITE IS TO BE INSTALLED WITH MOTION ACTIVATED
FLOODLIGHTS. INSTALL PER ELECTRICAL DESIGN BUILD PLANS.
� 1 0 / / / - _ - _ � - - \ \ ��.'.-�-....G . I 9 g1 19'�) N ; 19 g1 STORM CATCH BASIN
(TYP.) / _ - -� JI - 7� PAVEMENT JOINT, INSTALL PER DETAIL 04/C2.3
1\ - 2�0 �, \ J.. • • • . I RIM=19.67
�X_ / w_ i... �... IE=16.32, 24"CMP N r 20" P:� INSTALL CAST -IN -PLACE CONCRETE CURB PER DETAILS 02/ C2.3
....'... 2 \/ X /L� V / I L..?. o - IE=16.52, 8 CPP, S 1
�•.. R=5'
... •'. F1`�ERRA _ I I 1g °� - X i 9 ADA PARKING STALL PAVEMENT MARKING PER DETAIL 05/C2.3
/ 4. .
"11
................ /.....�....'.'.'.'.'.'.'.'.'..1'�..'.'I'.'. I ' S� 65 �O
I•'• �� _ _ _ 1 /� -� % �/ 1.. •'•'.. ' '''''.= 22 0 19' 19 10 BEVEL END OF CONCRETE CURB AT 45' ANGLE TO MATCH TOP OF
j... - / \............ ............'.'.' ...'.'.'.'......'.'. .' ' g5 PAVEMENT.
+ `. °
... - _. -'�................................'..��.'. 9 I _
2 _ ......... .....
I... 6 1 8 .................'.' : ....'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'I'..' 9_�`.'.'.'.'.'.'.'.'........ _ - 0 -�E T.B.M.
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5 x 1g5 P MAG NAIL
�............. .................. X pH `....... \...... ��. / ....Q ..............� �...................... ............
21- - fl' g50 N: 174051.16 FOUND MONUMENT
...... �.. L...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.... ..................... _ _ ` °NP-� 1 E. 1295963.41' +
.' g 8 \.'......
.. .�..... '.'.'.......�............................................... I K / 4 X4 CONCRETE
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s..��LE. 19.80...............°HPW1 TH PIN
- - - - - - DOWN 1.2' FROM SURFACE
--22- 2.....
_ I'....
\.'.'.'.'. . .... l'.'.'.'.'.'.' '.'..� = 1 \ �'° 20' -B4 05/18/17
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....... .. .'. \ �� LH o cv o .'.I...... 10 O P I / n-
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dow = �� DEDICATION otip
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.°� 30794 w�
(30" 00" °�' ��GISTEg�°
CD I _ _ 2° _ °NP' - _ _ w - W \ N PR �SSIONAL E��t
11/09/2018
I� _ w _ ST
--w-- w 12TH �� R-402708
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
, + A 6 0
84L CONCRETE N��2, n� �1 DEVELOPMENT ENGINEERING
N - 1295760.59 DRIVEWAY (54F ,a bbannwarth 11 /13/2018
w _ w -�'q EL 190G NAIL APPROACH r
1
NORTH
E.- 1295760.62
N: 174009.87
I, HORIZONTAL SCALE: 1"=10'
I 95760.6
ELEV. 19.34 HORIZONTAL CONTROL/SITE/PAVING PLAN (PRIVATE) 10 0 10 20
FOUND MONUMENT I x 1g 6� °�Q SCALE: 1"=10'
CONCRETE WITH PIN SURVEYED: SCALE: DATE:
DOWN 0.9' FROM SURFACE X1g" VERTICAL: NAVD 1988 z
- / AS NOTED HORIZONTAL: NAD 1983/1991 WSADA PARKING LOT -
05/18/17 I C T Y O E
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DESIGNED:
K H PAGE: FIELDBOOK:
DRAWN:
RENTON oC
JMW ONE INCH DATUM V410v DRAWING NO:
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. HORIZONTAL CONTROL/SITE/PAVING PLAN (;2.0
MBK IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY (PRIVATE) SHEET: o OF:KH 25 CJ Q
C/ /