HomeMy WebLinkAboutR-417920SEE SHEET C3.02
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PAD 115.
PAD 113.5 - 110/^---
10, --110
2.5 TOP.• 102.8_ / / / / / / _ - \ PAD 111.2 \ \ \ \ 9 \ \ - 10 ° 109.99 L , 7 15' STRUCTURE SETBACK
TOE' 102.3 / / / `/ / / � W
•O• � ,100 v •
/
/
PAD 108.1
41,
/ I
CONCRETE SIDEWALK I / j / / / / /gp� / -I TR. `(
PER C.O.R. STD PLAN 201 (TYP). / 1
(OR SP.) 7- \
SEE SHEET C3.4>. _ I� • • $ / 94 � /
CONCRETE VERTICAL CURB &
Wo FROM SENSITIVE AREA.
\ \ \ \ �;a ' v AREA."PAD 1075 107.50� � , SEE WETLAND MITIGATION
' W
\ \ _PAD 100.1 PAD 102.5 b ! - / a a _ - PLAN.
\ a PAD 97.9 ` ^ ° - a / � PAD 104.E - / --PAD � � -
\ ° \ I \ ,� p . , . , vA / v ; 6 MAX HEIGHT FILL ROCKERY WALL �o 01
\ PAD 95 7 � �� v IN/TH FALL PROTECT/ON.
-SEE DETAIL BY OTHERS, SHEET /
\ PAD 935 �- \ \ \ 32+00 \ •��Lfi'1 / / o�� a a C332
JJJILOO
o
`. \ ✓ \ °° / / TOP.• 107.0
PAD 91.2�� \ \ - �• ' - - _ - - -100- ca- TOE._1025 4.5
\ / e °•v 101.97/ /
0 98
\ 00\\ - \ -PAD \ \/PA/D 1033 10054..20\� 8.PAD 100.6 - TOP.1
PAD 105.E
_ -
T___15-1
PAD 94.9 .s \ / 15 TOP103710 .06 / / STRUCTURE SETBACK =
FROM SENS/T114E AREA. o
SEE WETLAND U177rdTION PROPERTY
GUTTER PER C.O.R. STD PLAN / / / / \ - - \ \ / \ \ ( - - - - 100 , / / PLAN. �� \
101 (TYP). SEE SHEET C3.41. - _ / 1 / / s1 / - \ PAD 91.8 \ ~ \ g W. 5� \ o� LINE (TYP)
/ \ \ \ \ \ - - 9/ �9 EX GROUND
✓/ \� _ �-`'__ / / �° CONTOUR TYP - \
I / - - - \ - ✓ \ - - PAD 91.3 STA/RSSW/TH HAND D (TYP)
o \ \
g8 \ / PAD 86.2 - -PAD 88. 6 go
93.6 / / RA/LING PER C.O.R. STD
go ° - --1 \ 86 \ PAD 82.9 - - _ - , �\ `- - - - PROPOSED FINISH
/ / / 89 50 I DTLS H023 & H024, SEE \ \ \
PROPERTY / /\ / \ _ ° �; . \ TR• .I / GRADE CONTOUR /
LINE (TYP) ' a \ \ \ I J SHEETC3.43(T)P) --
/ \ / /� i . \ \ \ \ (OP S) \ \ \ \\ \ \ \ \ (TYP) / / SLOPE ARMORING
INSTALLED \ \ \
\ PAD 79.8'
x \ 0°i ,� \ \ ° v a\ ,� • \ ARMORED SLOPE AND
l000,_ • - _ DITCH INSTALLED
\
AUL T CCES RD - ASBUILT
TO BE SA 14E0 - - / \ / 86 _ _ � \ \ � �� \ .� / \ .a Y° _ �� so- _ - 91.15 .9217 / � \ .
/ \ \ a \' 71 PER CONTRACTOR / / a / \
- _�,
(TYP) / \ \ _ 8 o - \ � KEYSTONE WALL I ° ' TRACT G �\ �\ \ \
G, _ - - - - ELIMINATED, EX NGPA 1 \
/ /� GRADES AND air
( ) �,• \ zo \\\
GRADING AT 2.• 1 w z
WE a ♦ 1
ELIMINATED NEED. .�'hc FL
PROPOSED - - \ - - \ ° \ °-� \ \ \\ \ / / t 0 '
fY , o \ \ / //T // TnA/C IA/A//
/ 10 UTILITY ESMT ° �g0� \ / TRAC D i ��-,T€-Y��„�..n� , �A, _ ��'- •'�--�,Ef�3;
TYP -
. j /\ _ n [+ e-ce Here// nV "�.;"- ' � �pp,�O_�
(TYP) �- \ .v 'q / \ \\ \(A li J 1 / i T// [Y/rrT /�7 77 I.._ir. i� t /Vr. /U./
I 1
TRACTjPA
-
/ 0� (STORM/OPEN CE) - \ \ \ \ i
_ \ . � � TRACT H
\ \ \ PEN SPA / ✓ ..�
/ f TOM SPACE) BO ,
- ` -
\v v
Zq
\ EX SHED / - � � . ' \\ \ n -' ;, 97+23.62, 16.0' L T'
v
\ APPROX ° / / / - \ o \ \ \ \ I `� / _ I ¢� _ 78.90 (MATCH EX.)
\ _ _ _ - - - - - �\ ,, • ° TYPE B PERPENDICULAR CURB / / / / !� _ - 77.73 1 97+03.00,
RAMP PER WSDOT STD PLAN / / ' / - 97�0
16.0 L T
1�T1RAN$lTlb ' / �E�& -F- 78.22
26 f / \ pp v \ \ F-40.15-03 (TYPE SEE SHEET C3.41. �9P--� _
..7Tt99-�6-� 96193. 00 I
IVORTf-1/I 96 �pu �c $ 78.05 I 97+03.00 _
EX GARAGE(APPROX
/ \
�, / / � � 78.38
LOCATION) _ _ _ 1 \ •• . �'f / o�
�� I ` \•'. -- era...;. ,� / i / INSTALL 4
95+30.00 \ WHITE STRIPING 16
ANSITION
\ - :v _ >• / 72.68 �L - - - - - - - J - - FROM STD. 29 FROM CONSTRUCTION
° a;\ \ " . T'�; •- /� / 1 I ROAD SECTION ` CENTERLINE
95f20.00
ss 72.35 - _ EX \ < \ 0 \
• v .J x'e;7.>r; >,,.ti. ,y...;.,, r I ^�i9 p / / r _-__ TELEPHONE o� �\-
10' TRANS177ON �. / - - \ \
/ y a a ° : �.t�$.,. �...,.. \ g5 / / �� ` RISER 1 l \
° \ \ �� \
I TO STD. 2% ,,.:° a N -�/ / -- _ \
- - �' / \ / / r EX POWER POLE \ \ \ \ \
_-----------` °. ROADSECT/ON * / 0 7�03
/ / / / WEST SIDE ROAD CROSS SLOPE \ \ \ \
/ 61470.00 �ti✓ 927L60.00 /NCOLNA I/ ' NE �`° / o""- / 72.23 fYA�CH EX51JNO) TORSTAIES B97-fOJ ELTEVAT/ONS \' PROPERTY \
- 61.81 \ off \ i �
/ 6 - >o EX POWER / / / ALONG CONSTRUCTION CENTERL/NE LINE (TYP) \
00 - 10 ` --I - - o - o"P POLE / / SHALL BE ESTABL/SHED PER
93f 0 0 94+0 _ - ✓ / ROAD PROF/LE. EX/STING EDGE \
BLOCK RETAINING 59.0 TOE. 58,9- 6 0 h o \ \ C, OF PA l4EMENT SHALL BE MATCHED. \
WALL I TOP. s✓�B 3 r 4.8'
-zzz - TOE.• 3�,r CONSTRUCTION CENTERLINE / -
TOP.•-
r - - - - (R. O. W. CENTERLINE NOT SHOWN) N
��pK I S h�
- - - - -° - TOE 5� _ �\ �Ho Ho - - dHo DECORAT/1/E STAMPED CONCRETE` / �,• ' 0 wAsyr� CIVIL ENGINEERING
- _ /L AMENDMENT
� SEE LANDSCAPE PLANS FOR SPECIFICATIONS \ f - / j / SO/L AMENDMENT SHALL BE INCORPORATED FOR ALL w'�P Z Z LANDSCAPE ARCHITECTURE
PAVEMENT EDGE TAPERS -� - / / / DISTURBED AREAS NOT COVERED WITH HARD SURFACES, PLANNING
WEST SIDE ROAD CROSS \ FROM 16.6' AT STA. 91+96.97 �' / , / PER C.O.R. STD PLAN 264.00. SEE SHEET C3.43. 99 DESIGN SURVEYING
SLOPE VARIES BETWEEN TO 16' AT STA. 93f67. 45. sTERF •� �
STA. 91f96.97 TO STA. 92+60. NAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
CENTERL NE SHAZL BE ESTABLISHED SCALE: 1 " = 2 O R-417920
PER ROAD PROF/LE. EXISTING EDGE r LEGEND 2��3�2�
OF PA VEMENT SHALL BE MATCHED. I I
PROPERTY LINE o 10 20 40 IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBU/L T NOTE
THE ASBUIL T INFORMA TION DEPICTED ON THESE
PLANS /S BASED UPON FIELD SURVEY
INFORMATION PRO14/DED BY CORE DESIGN AND
SUPPLEMENTED BY SITE CONTRACTOR,
GOODFELLOW BROTHERS, ON ✓ANUARY 29TH,
2024. GOODFELLOW BROTHERS INDICATES THAT
THE DATA PROVIDED TO CORE DESIGN
ACCURA TEL Y REPRESENTS FIELD CONDITIONS ON
THE DA TE OF THEIR SURVEY. CORE DESIGN HAS
REVIEWED THE INFORMATION PROVIDED FOR
GENERAL CONFORMANCE WITH THE DESIGN
CONCEPT, AND TO THE BEST OF OUR
KNOWLEDGE THE INFORMATION /S /N
ACCORDANCE WITH THE OBSERVED FIELD
CONDITIONS.
100 PROPOSED CONTOUR EX TREES TO BE SA VED
- -100 - EX/STING CONTOUR
Oo0o0o0 ROCKERY RETAINING WALL (6' MAX HEIGHT)
REDI-ROCK RETAINING WALL (10' MAX HEIGHT)
1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE:
LENN R. SPRAGUE P. L. S.
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORS ONE INCH
CHECKED: AT FULL SCALE
ROLL/ HEA VR/N SCALE NOT ONE INCH ACCORDINGLY
NO. REVISION BY DATE APPR APPROVED:
ROLL/ H. HEA VR/N P. E.
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
CITY OF
11;� RENTON
Iftow
Planning/Building/Public Works Dept.
CANOPY
4196 LINCOLN AVE NE, RENTON, WA 98056
GRADING PLAN
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DATE: CT
211JI24 V
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PAGE:
DRAWING NO:
C3. OZ
SHEET: OF:
20 107
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CONSTRUCT/ON RECORD DRA WINGS