HomeMy WebLinkAboutR-417922EX TREE o
TO BE SA VED _ - _ - - _ _ _ _ 15 STRUCTURE SETBACK FROM _20p
vi i(TYP) l - - _ - - - - - - SENS/T/I/E AREA. SEE WETLAND \ 9�� -o - \ - - \ \
�i TOR-4884 -1-- y \--- 190-_- _MlT/GAT/ON PLAN. _
O 7.9 TOE 180.5 / - - - - _ _ , / \ - - - - 10' MAX HEIGHT CUT
- - - - - - e- - ' / - - - _ \ - / ' REDI-ROCK WALL. \ /
P. 170.0 / - - - - _ _ _ _ - STEEP SLOPE \ \
d' TRACT C / TOP. 183.0 - - _ 15 SETBACK / \ � \
0 / / �" 3.2 - / - -�- 180---- \� \ \/ \
T •168.0 e -� �' �---------- ___ - T8PL1767 _ _ _ - \ SEEDETA/LBYOTHERS
(OPEN SPACE) - _ _ T6E-17 2 - 2.7 - - - - / / / -_- - \ \ SHEET C3.32. -
/ \ i -
WL_190-- - �� /� 10P.• 182.1 TOP.• 182 8 - � � ' - - -TOP-- TfBU 2T11P.�78?J 4 > / � TOR- 174. 0
\ / - - - - - -TOE r,Xj TOE- 174.9 - - - - / / / - TOE 4764 - - - T0�1�3,,4 / / > � - \ / _ TOE. 1710
-780
---I'/ _-- PAD 174.0 / -� -\- 0. 169.0 ✓ /
_PAD 1711 PAD 1732 / \ \ _ \ \
_ PAD 176.2
�� r PAD 175.9 /� --- I- - � `-/
186.0
PAD 170.E
l -
_I PAD 171.5 I PAD 171.0. r-- �PAO 166.8/ PAD 166.0 _ \PROPERTY -18o-186.
-
O TOE.• 1:8� / / --� /--\ _� // -- - / ,. ��_ L/NE(TYP)
.37
PAD 158.2 PAD 158.E - / ��60 T : �56. o
_ - - - \ PAD 159.5 PAD 159.0 PAD 154.8 ,PAD 154.0 �.'154.8� \
PAD 151.1- CONCRETE I�ER77CAL CURB & y PAD 153.2 --PAD 154.0' \ _ y -'-156.2.•' \ GUTTER PER C. O.R. STD PLAN y
101 (TYP) SEE SHEET C3.41.
TE DR/V£WA Y PER
CONCRE-�--SEE p. -'I a° • --160,
SUPLAN104.3(TYP).
\ \ J I l
SHEET C3.41. /A - _ .CONCRETE SIDEWALK \ _ . • a .� °: e . - - - \\ \ \
PER C.O.R. S7DPLAN T)P.
/ j . > , ,. - �' ' a SEE SHEET C3.41. / \
TYPE B PERPENDICULAR CURB -y y %. d, ./// /� \ � .a. °. ..°..•v • \ _ •tea. ° ° .•��.. 0 . a p ° ° v - °.��`'O' •'v •°�- JI
O -' y d ° o a °� / // /> �' a• __ p' a . v .. .. \ \ \/ / w ° c v / ° p °_ ° ° / \ ° p a a .' b. v ..v °. a. p. ° ° v/ '
RAMP PER WSDOT 570 PLAN
1q4 �// _�_-- / - - J/ --\_// ° `:1p i .a �•�'. a F-40.15-03(TYP) SEE SHEET \ /
-W---- - °.:o °a / C3.41. J
19+ Oi/ - - _ 00 \ - \----------
22F0000
L 150-
V.
ROADA
_ _ ---
;�=``' . • a RAISED CROSSING • - - - _ \ - - .. -- - -- - - � . a \
SEE SECITON ON - PAD 147.0 - _PAD 146.5
SHEET C3.35 - _ 140
PAD 1491 PAD 150.E PAD 152.0 ® \
a - - - PAD 14_7.8 - ��I 1 -PAD 156.2
\ PAD 153.4 \ PAD 154.9
_ - - - - - 54 PAD 157.7 151.4 PAD / F \
4' MAX. HEIGHT FILL \ - _ \ \ - \ \� r- PAD 152.1 PAD 152.8
TOR- 137.0 - - KEYSTONE WALL. SEE DETAIL \ \ _ \ \ -
_ _ A BY OTHERS, SHEET C3.32. \ \ GR%ND-Pc-
OkRLA Y
- - - - INSTALL HAND RAIL ALONG 150 / J
_--� _-- TOP.•_U" -- TOP OFWALLPER C.O.R57D \ 140 \ �/ 144
150
TRACT F TOE 136.0 OTL H024. HANDRAIL � \ \ � � � 148
(OPEN SPACE) r y REQUIRED ONL Y WHERE WALL \ \ \ --22 O
TOP. - 137. 0 - - - - - y y y /S GREA TER THAN 30" IN
/ TOE: 136. 0 1.0 - HEIGHT. 28
- PAD 126.5 . \ �0\ \ � ' \ 140 PAD 139.4•
I
/ - - - - PAD 127 0 - � - � \ � "`j _ \ \ 1S PAD 140.1 PAD 140. 8
- - a PAD 127.8 \ \ PA _
PAD 129.1 A `PAD 130 6 D 132.0 „� p \ - I / /
-- - --- _ \ a \ _ I PAD 133.4 PAD 134.9 \ PAD 136.2' a. , -
LLE 3 _T:T�-- --- - _ - p p a.
\ - a -�• a PAD 137.7 ,a ° a• -
TOP. _
OTOE. 12 4 /-- / / ti_----- -120- OI.O _ \ i- \ _ �'r°\ 60�\ \\ Ntl
o. raj o
- - - \ - -
(NGPA) \ \ \ / u� ---
10' MAX HE/GHT FILL - - TOP. 1 9,2 \ TOP. 125. _ ^ ?o \ \ \ \ \ \ 1 40 \ \ \ \ / / C.ONCR 7F PLANWAY PER
104
REDI-ROCK WALL. - - E 1 .5 - - TOE 118.0 7 TOR- 126.5 - � I ITOP. 129. � \ \ \
s.1 g \ \ \ \ \ (TYPE SEE SHEET C3 41.
SEE 4. 5; 6; 7. 5; 9' & _ - - - _ _ TOE.• 118. 4 \ T E. 122.2 -
6. ° I Q \ \ \ \ \ °
i \ \ \ \ TOP.- 131.0 6 \ PROPERTY 40
REDI-ROCK WALL - - - - _ _ \ TOE. 128.4 � LINE TYP \
T0�-126.0 TYPE 3> BEAM GUARDRAIL � � � \ ( J � \ I I CONTRACTOR SHALL FIELD F/T
_ PROPOSED FINISH OR/l/EWAYOROP TO ALIGN W/TH
1 DETAILS BY DINERS, 74 TOE- 118.E _ - - PER WSDOT STD OTL C-20. >0-06, \ \ � \ � � � \ \ � � \ \ \ j N '�'= t�o
SHEETS C3.32 AND C3. 33. - SEE SHEET C3. 42. \ \ 1 74 3.1 \ \ \ \ \ \ \ \ \ \ z I GRADE CONTOUR EXISTING DRIVE TO PARCEL 3345700019
`(EYMAP W
LI/VCOLN AIiE NE
SOIL AMENDMENT
SOIL AMENDMENT SHALL BE /NCORPORA7FD FOR ALL
DISTURBED AREAS NOT COlfRED WITH HARD SURFACES,
PER C.O.R. S7D PLAN 264.00. SEE SHEET C3.43.
ASBU/L T NOTE I
THE ASBU/L T /NFORMA T/ON DEPICTFD ON INESE
PLANS /S BASED UPON F/ELD SURVEY
INFORMA77ON PROVIDED BY CORE DESIGN AND
SUPPLEMENTED BY StTF CONTRACTOR,
GOOOFELLOW BROTHERS, ON ✓ANUARY 291E-1,
2024. GOODFELLOW BROTHERS INDICATES THAT
THE DATA PRO WDED TO CORE DESIGN
ACCURATFL Y REPRESENTS F/ELD CONDITIONS ON
THE DATF OF THEIR SURVf-Y. CORE DESIGN HAS
REWEWED THE /NFORMA T/ON PRO 1/DED FOR
GENERAL CONFORMANCE W/TH THE DESIGN
CONCEPT, AND TO THE BEST OF OUR
KNOWLEDGE THE INFORMATION /S /N
ACCORDANCE W TH THE OBSERVED FIELD
CONDITIONS.
SEE SHEET C3.04
LEGEND
PROPERTY LINE
100 PROPOSED CONTOUR
- -100 - EX/STING CONTOUR
Oo0o0oO ROCKERY RETAINING WALL (6' MAX HEIGHT)
REDI-ROCK RETAINING WALL (10' MAX HEIGHT)
D
EX TREES TO BE SA l/ED V\\
1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE:
LENN R. SPRAGUE P.L.S.
DESIGNED:
HOLL/ HEA VR/N
DRAWN:
MARY MOORE ONE INCH
CHECKED: AT FULL SCALE
HOLL/ HEA VR/N SCALE NOT ONE INCH ACCORDINGLY
NO. REVISION BY DATE APPR APPROVED:
HOLL/ H. HEA VR/N P. E.
�ppK INS h,
wAsyfF CIVIL ENGINEERING
ov�P o, z LANDSCAPE ARCHITECTURE
Z• PLANNING
99 DESIGN SURVEYING
IS f..
1
IONAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
SCALE: 1 = 20' 2/13/24 R-417922
0 10 20 40 IN COMPLIANCE WITH CITY OF RENTON STANDARDS
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
VERTICAL' NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
CANOPY
4196 LINCOLN AVE NE, RENTON, WA 98056
GRADING PLAN
N
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O
J
V
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Nc
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DATE:
211JI24 Q
FIELDBOOK:
PAGE:
DRAWING NO:
C3.03
SHEEP: OF:
22 107
CONSTRUCT/ON RECORD DRA WINGS