HomeMy WebLinkAboutR-41793819
SEE PLAN VIEW FOR PUBLIC VS PRIVATE
CONVEYANCE SYSTEM ELEMENTS
130
120
110
LOW PT STA:
f24.36
LOW PT EL:
67.06
PV/ STA.- 10
45.56
PV/ EL: &
.56
58.00'
ROADWAY)
SSD = N/A (LIGH17ZD
Q
h
z
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0
0�
mm
21.6LF
4
z`�F 12"
CPEP
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PEP
12"C
50
N
�o
10+00
SEE PLAN VIEW FOR PUBLIC VS PRIVATE
CONVEYANCE SYSTEM ELEMENTS
170
160
150
140
130
W
O�Q 120
Q
W
vJ
110
100
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10+50
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11+00
24.
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12" PVC
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8.� pVC
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11+50
EXISTING GRADE, PROPOSED GRADE,
OF ROAD (TYP) OF ROAD (TYP.)
12+00
(DESIGN SPEED = 25 MPH, OBJECT HEIGHT = 2)
ROAD A
OR/Z SCALE- 1 =20'
RT. SCALE- 1" 10'
O
ni � of
O O
12+50 13f00
PV/ STA: 14*31.65
PV/ EL: 116.21
100.00' VC
PRO VD. SSD = 190'
i
'=
i.4100
i ! %12" PVC 0 23&F
zF 12" PVC1706
I 35.31E o" PVC 0.0366
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o �
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0.0516
64.4LF „
-6*F 12 PVC 0
237
'#F 12" PVC
0
0.0471
h
d' °j•
EX%STING GRADE f OF ROAD
i
130 0
PROPOSED GRADE, OF ROAD 0
�
N
120 0
,,
V
°
-118.7LF
0.0074
�
4451<F 12 PVC 0
W
m
W
110
Q
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4.
100
M
^ ^ ^
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N
90 O
J
80 v
70
60 M
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50 H
o h N c of d i
13+50 14+00 14+50 15+00 15+50
. . . . . . . . . . . . . . . . . . . 170
PW EL: 143.21 PV/ EL: 151.39
. 70.00' VC 80.00' VC .
RAISED PEDESTR/AN CROSSING, SSD = N/A (LIGHTED ROADWA Y) REO D SSD (10. 869) = 179'
. SEE DETAIL SHEET C3.35 h PROV'D SSD = 179' h
. EXISTING GRADE, h
PVI EL: 139.80 �o : OF ROAD N . o 160 (y
25.00 VC `� �' � °j PROPOSED
� RE0 D SSD \, _ �' OF ROD v
. PV/ STA.- 1 f97.85 0, Q : m � - ----- W W V
PV/ EL: 30. 00 Q �, (10. 869)=179 L o . � - . -
c PRO o - - � � � . o . �, �, C
00 �� SSD=196'. °� �d �I
SSD = N%A (LIG D ;ROADWAY) R o o , 10 5� 0.0704 .a-a0.03 1150
. . . . . . . . . . . . . . . . o ^ oo '' -� . . . . . �'' ' . 4 47.2„ pur. @
. ao d (/j
'� / n 12� PVC 0 25.5LF F 12 PVC I , '
I fi6i6� I .
�' W
U r 140
0 �� o�.
i10.869
. . . . . . . . . . . . . . . . . -� -\ OQ o0 00
7 � . . . . . . . . . . . . 111111
01341 2O�.
L E' , , Q,j - 130
165 Z1F12" PVC 0 V
. . . . . . . . . . . . . . . . . . . . . . zttk . .
5.18x
23.
LF7%A�F 12 PVC
20.8LF
z 12
PVC
0
�-118 7LF 0.0074
42.7LF
0.0063
tWF 12 PVC 0 r
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. . . . . .
. . . . .
. . .
. .
. . .
. . .
cis
EXISTING GRADE,
PROPOSED GRADE,
OF ROAD (TYP)
OF ROAD (TYP.)
16+50
17+00
L
N
16+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
120
110
(DESIGN SPEED = 25 MIN, OBJECT HEGHT = 2)
RO D A
HOR/Z. SC E 1=20'
. VERT. SCA E 1=10' . . . . . . . . . . . . . . . . . . . . . . 100
-'4 obi
1 1 CONSTRUCTION RECORD DRAWINGS
� ASBU/L T NOTE �
THE ASSUIL T /NFORMA T/ON DEPICTED ON THESE
PLANS /S BASED UPON FIELD SURVEY
INFORMATION PROVIDED BY CORE DESIGN AND
SUPPLEMENTED BY S/TE CONTRACTOR,
GOOOFELLOW BROTHERS, ON IANUARv 29TH,
2024. GOODFELL OW BROTHERS /NDICA TES THA T
THE DATA PROVIDED TO CORE DESIGN
ACCURATEL Y REPRESENTS FIELD CONDITIONS ON
THE DATE 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 NFORMA T/ON /S /N
ACCORDANCE WITH THE OBSERVED FIELD
CONDITIONS.
M E M 2/ 13/24 H H H SURVEYED: SCALE:
LENN R. SPRAGUE P. L. S. HORIZONTAL- "A"D 19/1
AS NOTED HORIZONTAL NAD 1983/1991 CITY OF
DESIGNED:
HEA VR/N RENTON
DRAWN:
MARY MOORE ONE INCH DATUM
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
HOLL/ HEA VR/N P.SCALE NOT ONE INCH ACCORDINGLY
BY DATE APPR �PRavm:
ROLL/ H. HEA VR/N E.
STANDARD NOTES
1. ALL STORM FRAMES SHALL BE VANED GRATES
PER C. O.R STD DTL 204.2 UNLESS OTHERWISE
NOTED. SEE DETAIL SHEET C4.37.
2. STORM FRAMES WITH/N SAG CURIES AT LOW
POINTS SHALL BE B/ DIRECTIONAL VANED
GRATES PER C.O.R. STD DTL 204.3. SEE DETAIL
SHEET C4.37.
3. PIPE MA TERIAL SHALL CONFORM TO THE 2017
RSWOM CHAPTER 4, SECTION 4.2.1. AND TABLE
4.1.1.A2.
�pK INS h,
o wAsyfF CIVIL ENGINEERING
o. z LANDSCAPE ARCHITECTURE
Z' PLANNING
DESIGN SURVEYING
ti
IpNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
2/13/24 R-417938
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CANOPY
4196 LINCOLN AVE NE, RENTON, WA 98056
ROAD & STORM DRAINAGE PROFILES
(ROAD A)
DATE:
2113124 V
FIELDBOOK:
PAGE:
DRAWING NO:
C4.21
SHEEP: OF:
38 107
CONSTRUCT/ON RECORD DRA WINGS