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� " " - - _ -TOP.' 185.0 � \ , I � \ EX TREE o
\ >5 STRUCTURE SETBACK WETLAND D - 3.a \ TO BE SAVED
- - TOE. 182.0 \ \
/ / \ \ \ \ \ \ I \ \ FROM SENS/T1Vf AREA. SEE _ - \ / - \ \ _ (TYP)
�O
/ / \ \ \ \ \ \ WETLAND MITIGATION PLAN. - - �OfZ 176.0 I \ I O
/� - 8.0 \ TOP-188. 4
TOE- 168OO \ 7.9
TOP- 1TOE. 180.5 O
76.0 O
OIP.•-W7.0 0.
TOE�6.Y ! \ \ T 168 0 2.0
0.TN
TOE. 167.0 - \
\ - _ 10' MAX HEIGHT CUT REDI-ROCK WALL. \ \ TOP. 178 0 _ ! \ \ -190- -
TOP. 167.3 TOP. >75.0 8 V
> o / _ �` \ \\ \ - \ \ \ \ SEE DETA/L BY OTHERS, SHEET C3.32. \ \ -,TOP- 179.0 9.3 _ - _ TOE 1702 � s.7 TOE. 15M 8.0 TOE.• 1670
o ! \ \ TO : 169.7 , TOP. 178.4 \ _ _
TOP. 175.8 \ ��1801-- � - - _ - � OE.• 171.5-
/ TOE.•166.2-----�----�-_- - \� 7.9TOP.•171.5
�•' - \ �� / 7.3TOP. 171.7 _�-- ---- \ - T.0E.363.�
>v ,v TOE- - - - I I I \ I I I I \ / \ - - - -
� I � - \
WETLAD C \\ _�_ �.� �PA0166.4 \ _
PAD 164.8 PAD 164.E \ PAD 166.8 PAD 167.5
\
17
PAD 163.7 \ \ \\\ \ r PAD 167.7
11
- - - - - - - - \ \ \ TOE.• 163. 150
- - - - - DECORATIVE STAMPED CONCRETE
-160- _ \ Aso - 3 PEDESTR/AN CONNECT/ON AND TRAFFIC
\ 150
TOP.• 150.0 -
/ 6.6 TOE. 143.4 \ - - - \ \ - / CALMING FEATURE. SEE LANDSCAPE
PLANS FOR SPECIF/CATIONS. AD 146.4
pPA0145.4-- Q
/ ! PAD >46.8 - - - _
8 MAX HEIGHT CUT ROCKERY WALL. _ • � 'PAD 144.8,� "' \4' •° • � Q - v�. � / / / / • • - •• �' .�• a _ so
�� l/ - e v v - -
/ q SEE DETA/L BY OTHERS, SHEET Ca3.32. _ . • ° �, PAD 147.8 -
TOP- 1482
� O
7OR..• 14717 ` / \ \ � \ _ \ 'r/-� 43 00� \ � ALLEY \41 �
--150 �16p�
wr
TOP- 4447 - �
2.5 144 - / :/ •I� ap• av . \�. a !F
+
o -� I �-_ - �.-•-: � � '• .- PAD 145.E \ ,.,p,. /. /1 / -L-
--- p PAD 146.E _ J W
144.5 \ �II \ �� � / T0�• 141.0
\ PAD 147.5 PAD 148.5 .. ,__ 1.0
-/ - - - -.- TOE.• 14,0 0 _cr
` \ PAD 143. 4 \ -"- - - - PAD 149.2 / - - CONCRETE DRIVf_WAY PER p -
/ C.O.R. STD PLAN 104.3 / ,._:,.~;<•: O
- \ \ 4 MAX. HEIGHT FILL KEYSTONE WALL. SEE \ = • ;, ~'' '' ` O
/ (TYP) SEE SHEET C3.41. / .150-
\ _ TOP. 142. 0 (' a :.�; .:.:;, ;....>, . x ;.:: P i
/ 140- ASPHALT THICKENED EDGE TO I� \ � 140_ DETAIL BY OTHERS, SHEET C3.32. INSTALL DOE.• >40.0 2'0 � � • •-• di
BE INSTALLED A T END OF ALLEY HAND RAIL ALONG TOP OF WALL PER C. O. R TRA CT B p� W
TOP. 142.0 (OPEN SPACE
2 TO CONTROL DRAINAGE. _ STD OTL H024. HANDRAIL REQUIRED ONLY 3.0 ) � � .�, ;X•�4,,�.: �.:;:4 •; � •••. a •� ,«•;•r:.+= y �' :; / (�
/ / \ _y..
\ � SEE DETAILS SHEET C3.31. \ \ WHERE WALL IS GREATER THAN 30 /N HEIGHT -
UP: 139.0 �- � � wxt••• ,:,•,, , p
\ / / RAISED CROSSING
\ TRACT C - _ \ - 54 TOE• 140 0 � ��z •� w��� ��•.,.:r°'�-• N,
/ - - E SECTION
/ 'fit
- .v.
__(OPEN SPACE) / _ - 13a�,. �/ _ J �`.:...,. i`,..',,.•._>*`./.. �°. •'a SHEET C3.35 _
PAD 124.5 -PAD 125.6 PAD 126.6 _ - PAD 1275
\ PAD 129.2 _ _
I / \ PAD 123.4 \ L134
CONCRETE S/DEWALK PAD 122.3
PER C.O.R. STD PLAN201 (T)P). - --- \ \ _�-- ---- a 0 132 °:
SEE SHEET C3.42. \ \ _ -'� \ - o - - - - - - / o
7 / .., '•• TRACTF
i ° CONCRETE VERTICAL CURB & �..- - - - - ° a p a ? y°� - - i -- - -140- ( )
_ v p a vo v p f / OPEN SPACE
GUTTER PER C.O.R. STD PLAN 2� \ p a �. ��_a: p per'- �� o _ - --- --- /136.01.0-
101 (TYP) SEE SHEETC3.42.
- - -o 00 - --- - /
�TOP.•114.0 - ,ate N\ \ -------------- - _ 1
- �k \
_ _ _ L E 3 -
roE>� - - - --� .ti° ROAD, --'' _--/
PROPERTY _� / _ \ \ \ ti --= -' _ ---- 135.71
LINE (TYP) TOP. IIJ5 - - / i' \ \ \� \ � 15+� _ � �
- - - - - -
TOE.
- - 1S � u"0'
5.5TOE,108.0 // '` 0_ •oTOP.\ 4 /�
6'MAX HE/GHT CUT ROCKERY WALL. - - /� \ \\ \� \�130� __---__- � �--- --- --13 ---- --_ // _--- 12�
SEE DE TAIL BY OTHERS, SHEET C3.32. 132.
135.5
-120
TOP.•1w-,- : 1320 =
IJO
_ ° � - _ - - - - - •' _ 10 MAX HE/GHT FILL
v REDI-ROCK WALL. _
ATTACHED SIDEWALK FROM _ - \ - - - - -
STA 13+08- 14f12 y�-�-�`\ \• a °�"--- _ - - - --_-- - -' - -��/ PAD 127.8 �� I PAD 128.1- --SEE4.5,10.�5 PLANTER
_ a 122.05 =
- y - CONC. SIDEWALK AND STAIRS WITH REDI-ROCK WALL
PAD 117.9 PAD 120.1- PAD 122.5 / - - � HAND RAILING PER C.O.R. STD DTLS - - - - DETAILS BY OTHERS,
- ti _ - _ PAD 124.8 PAD 127. > SHEETS C3.32 AND C3.33.
\ \ \� \ \ - - - / / H023 & H024, SEE SHEET Ca3.43 (TYP) 118.00
'� - \ \ PAD ilk I \ 120
LINCOLN AtlE NE
SOIL AMENDMENT
SOIL AMENDMENT SHALL BE INCORPORATED FOR ALL
DISTURBED AREAS NOT COVERED W/TH HARD SURFACES,
PER C.O.R. STD PLAN 264.00. SEE SHEET C3.43.
ASBU/LT NOTE I
THE ASBU/L T /NFORMA T/ON DEPICTED ON THESE
PLANS /S BASED UPON FIELD SURVf-Y
INFORMATION PROVIDED BY CORE DESIGN AND
SUPPLEMENTED BY SITE CONTRACTOR,
GOODFELLOW BROTHERS, ON ✓ANUARY 29171,
2024. GOODFELLOW BROTHERS INDICATES THAT
THE DATA PROVIDED TO CORE DESIGN
ACCURATEL Y REPRESENTS FIELD CONDITIONS ON
THE DATE OF THEIR SURVf-Y. CORE DESIGN HAS
REVIEWED THE /NFORMAT/ON PROVIDED FOR
GENERAL CONFORMANCE W/TH THE DESIGN
CONCEPT, AND TO THE BEST OF OUR
KNOWLEDGE THE /NFORMA T/ON /S /N
ACCORDANCE WITH THE OBSERVED FIELD
CONDITIONS.
SEE SHEET C3.01
LEGEND
PROPERTY LINE
100 PROPOSED CONTOUR
- -100 - EX/STING CONTOUR
OOOOOOO ROCKERY RETAINING WALL (6' MAX HEIGHT)
REDI-ROCK RETAINING WALL (10' MAX HEIGHT)
D
o EX TREES TO BE SA VED
V\\
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.
SCALE: 1" = 20'
0 10 20 40
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
11 CITY OF
'� RENTON
Iftow
Planning/Building/Public Works Dept.
�pK INS h,
o wAsyfF CIVIL ENGINEERING
o• z LANDSCAPE ARCHITECTURE
ZPLANNING
99 �.� DESIGN SURVEYING
ISTER �
IONAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
2/13/24 R-417921
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CANOPY
4196 LINCOLN AVE NE, RENTON, WA 98056
GRADING PLAN
O
DATE: CT
211JI24 V
FIELDBOOK:
PAGE:
DRAWING NO:
C3.02
SHEET: OF:
21 107
CONSTRUCT/ON RECORD DRA WINGS