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SEE PLAN VIEW FOR PUBLIC VS PRIVATE
LOW PT STA: 61*66.98
.
CONVEYANCE SYSTEM ELEMENTS P14 STA
60*52.00
LOW PT EL: 125.5
. .
PVl STA: 64f66.44
. PV/ E
: 136.60
PV/ STA: 61 *38. 6
PVl EL: 139.14
.
50.
0' VC
PI/l EL: 123.60
50.00' VC
So
- NIA
109.00' VC
.
(APPROA
HANG I/VT'X.�'
SSD = N/A
EQD SSD 4.749 = �161
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(L/GHTED ROADWA
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EXISTING GRADE, OF ROAD
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3.58%
2
002 ._
12"PVC B8248•
21.509
PROPOSEGRADEOF ROAD
36
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(DESIGN GPE
= 25 MPH, OB✓ECT HEIGHT = 2J
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. . . . . . . . .
. . . . . . . . .
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ALLEY3
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EXISTING GRADE,
PROPOSED GRADE,
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ORIZ. SCALE. 1
•� .� .� .
OF ROAD (TYP�
�' OF ROAD (TYR)
h ep
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RT. SCALE. 1 =10
60+00
SEE PLAN VIEW FOR PUBLIC VS PRIVATE
CONVEYANCE SYSTEM ELEMENTS
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EXISTING GRADE,
OF ROAD •(TYP)
60+50
A
PROPOSED GRADE
OF ROAD (TYP.)
61 +00
3
61 +50
40+00 40+50 41+00 41+50
STANDARD NOTES
ASBU/LT NOTE �
THE ASBU/L T /NFORMA T/ON DEPICTED ON THESE
PLANS /S BASED UPON FIELD SURI/EY
INFORMAT/ON PROVIDED BY CORE DESIGN AND
SUPPLEMENTED BY S/TE CONTRACTOR,
GOOOFELLOW BROTHERS, ON ✓ANUARY 29TH,
2024. GOOOFELLOW BROTHERS /ND/CATES THAT
THE DATA PROVIDED TO CORE DESIGN
ACCURATEL Y REPRESENTS FIELD CONDITIONS ON
THE DATE OF THEIR SURI/EY. CORE DESIGN HAS
REV/EWED THE /NFORMAT/ON PROVIDED FOR
GENERAL CONFORMANCE W/TH THE DES/GN
CONCEPT, AND TO THE BEST OF OUR
KNOWLEDGE THE /NFORMA T/ON /S /N
ACCORDANCE WITH THE OBSERVED FIELD
CONDITIONS.
1. ALL STORM FRAMES SHALL BE VANED GRATES
PER C.O.R STD DTL 204.2 UNLESS OTHERW/SE
NOTED. SEE DETAIL SHEET C4 J7.
2. STORM FRAMES WITHIN SAG CURVES AT LOW
POINTS SHALL BE 91-DIREC77ONAL VANED
GRATES PER C. O.R. STD D7Z 204.3. SEE DETAIL
SHEET C4.37.
3. P/PE MA TER/AL SHALL CONFORM TO THE 2017
RSWDM CHAPTER 4, SECTION 4.2.1. AND TABLE
4.1.1.A2.
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
8/
62+00
62+50
HIGH PT STA:
1t99.23
HIGH PT EL:
49.06
PV/ STA: 41
95.34
PV/ EL: 14
.41
50.00'
L% = 158'
REQ D SSD (3.34
PROV'D SSD
211'
N�
.
NW�
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(DES/GV PEED = 25 MPH,
~ OB✓EC HEIGHT = 2)
HORAZ SCALE' 1 A 20'
. . . VERT. S ALE 1'=10'
h �
42+00
1 1 CONSTRUCTION RECORD DRAWINGS
F.ITS"M •►
63+00 63+50
EXISTING GRADE., OF ROAD
. . . . . . . . . . . . . . . . . . .
PROPOSED GRADE, OF ROAD
. .
-2.449
° 6bt 1LF 0.0063 571LF
_g BB6cr iziF 12" PVC
i — O % O
ad ao
Z h • �. �. Z
N
64+00 64+50
65+00
SEE PLAN VIEW FOR PUBLIC VS PRIVATE
CONVEYANCE SYSTEM ELEMENTS
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42+50 43+00 43+50 44+00 44+30
M E M 2/ 1 3/24 H H H SURVEYED: SCALE:
LENN R. SPRAGUE P.L. S. �Rn�- AD 1 1981 CITY 0 F
AS NOTED HORIZONTAL- NAD 1983/1991
DESIGNEDHOLZI HEA VR/N
DRAWN: RENTON
MARY MOORE ONE INCH DATUM
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
HOLL/ HEA VR/N SCALE NOT ONE ACCORDINGLY
BY DATE APPR APPROVED:
HOLL/ H. HEA VR/N P. E.
m 0
QV _
cW^
L
. \ A .
(DESIGN SPEED = 25 H, OBJECT HEIGHT = 2)
ALL Y3
HOR/Z. SC E. 1 "20'
. . . . INERT. SCA E. 1 10'
170
160
150
120
110
65+50
160
150
140
130
120
66+00 66+50
�pK INS h,
o wAsyfF CIVIL ENGINEERING
o, z LANDSCAPE ARCHITECTURE
ZPLANNING
99 DESIGN SURVEYING
1
IpNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
2/13/24 R-417940
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CANOPY
4196 LINCOLN AVE NE, RENTON, WA 98056
ROAD & STORM DRAINAGE PROFICES
(ALLEY2 &ALLEY3)
N
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0
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DATE: CT
211JI24 V
FIELDBOOK:
PAGE:
DRAWING NO:
C4.23
SHEET: OF:
40 107
CONSTRUCT/ON RECORD DRA WINGS