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1 2 0% 10f49.. , 700' RT \\ I
10*62. 77, 13. 00' T 6776 C�
TRACTA \� 68.69 (PT) \ 10f4 12, Abe' R
(STORM/OPEN SPACE \ 68 \ 67.61 PT
I
66.61 \ \\ 2.0% \\ \ass`
67.05 (3/4 d) 68 4�1 �68.61
6 I ,� 8 69.28 6 \
68
69996652
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66.,z 68.48
sr 67.70
69.25
,j 66 450.., . JJ ' • :e \ ��A o 66T97
a 67.88
l
66(1/2 d) � 6918
19 66.22
w � i 68.06 / 69
6 Y moo. FLOWLINE' (j/2 d)
ELEV (TYP) 69.11
94f36.88, 16.00 L T o
/� 69.11 (PC) N
1 0 65 48 (CONSTRUCTION
93f 41.14 16. 00' L T 0 CENTERLINE)
' �`0 93f 91.75, LINCOLN A VE NE _ �[
(CONSTRUCTION
64.88 (PC) 10f o0.00, ROAD A � O \ CENTERLINE) LINCOLN A VE NE z
0 100+0� - CONSTRUCTION \ ^
CENTERLINE
I 94+00
I
GRADING DETAIL #1
SCALE 1" 10'
�6
88.96 3of50.50
g2 _---
__ --- - - - - _88.80
o.o% Y ��
88.96 � o
87.45 � 88.92
°
_ ° 86.18
'AO 88.17 ° 85.87 X
ao ° v ,
/ 88.00 g0 87.05 ° \
° \
/ 86.91 86.03 a \
�0 85.94 - \ \
- 85.77
/ FACE OF \
12f 04. 68, ROAD A = CURB ELEV \
30f00.00, ALLEY I (FL0KINE)
/, (TYP)
76.28.
\
70f55.50
76.04
76.28 �° 5
65
AGN 75.91
80
----- �p ° 76.66
\ 76.51
9 ° / 6/ \
° 74.94 / / 9 9
a 74.87 / VARIES
\ \ 76.63 74.23 PER \
11f09.03, ROAD A = 76.25 �74.07 PROFILE \ \
- - - - - 121 f 45.32 a 1774.02`\ /¢
a \ NORTH VAUL T ACCESS ROAD / 74.54 -7 111
\
74.37
11f07.37, \
75.74 \ ROAD A
75.57 �70f00.00, \
° 74. 63 73. 7 VAUL T ACCESS ROAD \ \
°
° \ � 74.46\ � tk 'Xo 3\ \ \ \
76.29
- \ 76.42 \ �°� 73.35
\ \ 75. 94 / 75. 08 ° � FLOKINE
73.52 ELEV (TYP) �
74.79
�° -75.15 \
�0. 73.85i \ \
\ \71.56 �¢ ss\ g1 ° 73.84 11 \ \
NORTH VAUL T o �71 / 73.37
��; 9•� 121f7.83
ACCESS RD - 07408
\ 1 \
120f80.23�� I 2% ' \
71. 41 !� 0 °
o I \
TRACTA �� \
(STORM/OPEN SPACE 68-
GRADING DETAIL #2
ASBU/LTNOTE
THE ASBUILT INFORMATION DEPICTED ON THESE PLANS IS BASED UPON FIELD SURVEY
INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR,
GOODFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOODFELLOW BROTHERS INDICATES
THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD
CONDI110NS ON THE DA TE OF THEIR SURVEY. CORE DESIGN HAS REWEHED THE
INFORMATION PROVIDED FOR GENERAL CONFORMANCE N4TH THE DESIGN CONCEPT, AND
TO THE BEST OF OUR KNOWLEDGE THE INFORMATION IS IN ACCORDANCE N4TH THE
OBSERVED FIELD CONDITIONS.
SCALE 1 "=10'
GRADING DETAIL #3
SCALE 1 `10'
x.
° '' �• . •
?t-o
\ a
-_ "138.21
rn �
17*65.13, CAD A
60f 00. 0 , ALLEY 3 S 13804 FACE -
�OF--144--'137.17
/ 139.98 a
CURB ELEV I37.34
(FLOWLINE) I36.47 _ _
(TYP) X I36.30 ° a 138.42 -
140.05
/ ,- ---� -1 `9 % /
DEPRESSED/ �0
DRI15' LONG
� 6ROP a 137.55 -\ SIDEOZA--RAMP
-140
/ 138. 49 (SCOPE=10. 47.)
136.68
136-s
136.68 '
/ 137.62
/ 136.75 ��'� 136.26
-!-� 136.75
VARIES PER
PROFILE
- 1' LONG \ o --132
a 3/bEWALK &)f 0 00 -4
- - - - RAMP 136.10
--
1 1 CONSTRUCTION RECORD DRAWINGS
NO.
REVISION
GRADING DETAIL #4
'"' ""' `' ' ` ' ' " " ' LENN R. SPRAGUE P. L. S.
DESIGNED:
HOLLI HEA VRIN
DRAWN:
MARY MOORE ONE INCH
CHECKED: AT FULL SCALE
HOLLI HEA WIN IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
HOLLI H. HEAVRIN P.E.
-Ise- �o_,
cy - 14450
-�
40f42.37
401 4.
7 �9
0
_
144.30
a
144.62�
_164- - 144 50- a °
°
a
_
162� '43.77
144.39
-144.87
-
143.11- a
143.70
�- a
RpAD
---
�
.0�
143.98
_---
143.21 �-A
143.81
143.08
- `4
����-
14325
156
FACE OF
- -
143.08
CURB ELEV
142.60
'
-
_ - 142.43
154-
-(LOWLINE
-
18+51.36, ROAD A =
40*00.00, ALLEY 2
GRADING DETAIL #5
SCALE 1" 10'
GRADING DETAIL #6
SCALE: 1" = 10'
0 5 10 20
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
HORIZONTAL- HAD 1983/1991 ' CITY OF
R
RENTON
DATUM
Planning/Building/Public Works Dept.
SCALE 1 "10'
�ppK INS h'
o wAryf• CIVIL ENGINEERING
o• z LANDSCAPE ARCHITECTURE
Z' PLANNING
99 DESIGN SURVEYING
ISTER ',��v
IMONAI 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
2/13/24 R-417927
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CANOPY
4196 L/NCOLNAVENE, RENTON, WA 98056
GRADING DETAILS
1
�.
O
Z
DATE. R
2113124 V
FIELDBOOK:
PAGE
DRAWING NO:
C3.34
SHEET: OF:
27 107
CONSTRUCT/ON RECORD DRA WINGS