HomeMy WebLinkAboutR-417939170
160
0
Q N
V 150
tI� 140
W
130
N
V 120
LOW PT STA: 23f32.50
SEE PLAN VIEW
FOR PUBLIC VS PRIVATE
HIGH PT STA: 21*66.98
LOW PT EL: 151. .
CONVEYANCE SYSTEM
ELEMENTS
HIGH PT EL: 1
8.09
PV/ STA: 23f 15..
.
PV/ STA: 21 f
.29
PVI EL: 150 57
.
.
PVl EL: 159.
,
0
60.00, vC .
.
. . . .
. . . . . . . . .
. . . . . . . . .
. . . . .
SSD=NIA
. . . . . . . . .
REQ D SSD 7.319
= 168'
.
N
(LIGHTED ROADWAY)' h
PROV'D SSD =
168'
�W
Vc�a mm
��
WW
U�
mm
WW
o
PROPOSED GRADE,
OF ROAD
Q
EXISTING GRA
E, � OF ROAD :
Q W
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. .
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.
. . . . . . . .
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% . . . — —
_ . _ _
— — = =
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3
�3Sf� 12" PVC 0 B 9343'
0.0321
24.8LF .
z F 12 PVC .
. . . . .
. . . . . . . . .
. . . . . . . .
. . . . .
>2" P��00209
V
740
OAF"
. . .
138.6LF
.
0 8$F8B j
N h
. . . . . . . . .
0. o
Pl/C
0. 0085
h ^ .
0 -0 9449.0. 0440
. . . . . . . . .
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cV W CN W W
W W
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PROPOSED GRADE,
(DESIGN SPEED = 25 MPH, OB✓E
HOR/Z. SCALE- 1 "=2
T HEIGHT = 2)
.
EXISTING GRADE,
'
OF ROAD (TYP)
�' OF ROAD (TYP.)
o
VERT. SCALE- 1 "=10
N
. . . . . . .
. . . . . . . . .
. . . . . . . . .
. . . . . . . . .
m
I
Z8 m^
N h
20+00
130
SEE PLAN VIEW FOR PUBLIC VS PRIVATE
CONVEYANCE SYSTEM ELEMENTS
120
110
20+50
21 +00
21+50
l
22+00
22+50
23+00
EXISTING GRADE � OF ROAD
PROPOSED GRADE, f OF ROAD
100 Vv o v�-
Q � � m m � m 5.62%
�
�
11 CPV12 �
7
90 .67%
52
EP
528F
8 8
L/ 12"
�8?.3Fa0641 ^ z
3 F >2 PVC " �g79G
0
0 0�F 12 PVC 0 0829 ao�, T
0.1185 � �h53.3LF %,-� �^ �NN
SO _
W Oo
WW
70
MW WWW
It It A
60
(DESIGN SPEED = 25 MPH, OBJE67 HEIGHT - 29
ALLEY
EXISTING GRADE, PROPOSED GRADE, HOR/Z. SCALE- 1 "2 '
OF ROAD (TYP) OF ROAD (TYP.) VERT. SCALE. 1 "=10
N, N ^ ^ g N
pj N,
30+00 30+50 31+00 31+50 32+00
1 1 CONSTRUCTION RECORD DRAWINGS
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
. 12, PVC ®- ,
0.0547
117ILF
190
.f
170 170
160 160
150 150
140 140
130 130
120 120
23+50 24+00
130
120
�o
110
0 100
o �
g 90
1W
.�a a
32+50 33+00 33+50
.f
70
34+00
SEE PLAN VIEW FOR PUBLIC VS PRIVATE
CONVEYANCE SYSTEM ELEMENTS
EXISTING' GRADE;
OF ROAD
i
W-j
Qj
QN
. / o0
W o/
o�
o
j o
� � LA
o
•� �, Q ^I^ ;
<r PROPOSED GRADE,
OF ROAD
10.00%
170
160
150
5�12„PV�v
140
0 Op o
��,��W
1+
130
N
W W
�L44
120
(DE 576N SPEED = 25 MPH, OBJECT NEIGH
= 22
ALLEY2A
EXISTING GRADE,
OF ROAD (T
P.)
HOR/Z. SCALE.- 1 "=20'
PROPOSED Gfi
4DE,
VERT. SCALE- 1 ` 10'
OF ROAD (
.)
�
Of
I ASBU/LT NOTE I
THE ASBU/L T /NFORMA T/ON DEPICTED ON THESE
PLANS /S BASED UPON FIELD SURI/EY
INFORMATION PROVIDED BY CORE DESIGN AND
SUPPLEMENTED BY S/TE CONTRACTOR,
GOOOFELLOW BROTHERS, ON ✓ANUARY 29TH,
2024. GOODFELLOW BROTHERS INDICATES THAT
THE DATA PROVIDED TO CORE DESIGN
ACCURATEL Y REPRESENTS FIELD CONDITIONS ON
THE DATE OF THEIR SURI/EY. 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.
M E M 2/ 1 3/24 H H H SURVEYED: SCALE:
LENN R. SPRAGUE P.L.S. �Rn�- AD 1 1981ffm% CITY 0 F
AS NOTED HORIZONTAL- NAD 1983/1991
DESIGNED: AS
HEA l/R/N
DRAWN: RENT 0 N
MARY MOORE ONE INCH DATUM
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
HOLL/ HEA VR/N SCALE NOT ONE INCH ACCORDINGLY
BY DATE APPR APPROVED:
HOLL/ H. HEA VR/N P. 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 91-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
RSWDM CHAPTER 4, SECTION 4.2.1. AND TABLE
4.1.1.A2.
�pK INS h,
o wAsyfF CIVIL ENGINEERING
y Z z LANDSCAPE ARCHITECTURE
'Con PLANNING
99 DESIGN SURVEYING
ti
IONAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
2/13/24 R-417939
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CANOPY
4196 LINCOLN AVE NE, RENTON, WA 98056
ROAD & STORM DRAINAGE PROFILES
(ROAD A, ALLEYI & ALLEY2A)
M
O
0
N
v
PC
1
O
Z
DATE: CT
211JI24 V
FIELDBOOK:
PAGE:
DRAWING NO:
C4.22
SHEET: OF:
39 107
CONSTRUCT/ON RECORD DRA WINGS