HomeMy WebLinkAboutR-417941SEE PLAN VIEW FOR PUBLIC VS PRIVATE
170 CONVEYANCE SYSTEM ELEMENTS M
SEE PLAN VIEW FOR PUBLIC VS PRIVATE O O
CONVEYANCE SYSTEM ELEMENTS Q 1OO 1OO O
O ......... ......... ......... ......... ..... .... ......
O Q � O
W v W O
160INZ Q N
N 90 90 V
(zj
m0 Off^ C�� m .
o^ on
c5N•,
150 — __--
m o Q o 10.12% p 0440 PROPOSED
. Q �, o <r p - - CENTERL/NE . . . . . . . . . . . . . . . . . . . . . . . . . o o c� g, 76q 700 12'" PVC_ - 0 GRADE 80 . . . . . 0 �. . -- 80
Q W ors 9.64% __--- :__ - -399%
o �;w 4F 12" PV0 ___----
. . . . . . . . . . . . . . . . . . . .
140 ^ ^ . . . . . _ . . . .
. .
m o 0 0 12 0 3 W
V O
70 7o N
Q Q 3.s4� -- _ �' . . . . L L N
. . . . . . . . . . . . m ' - `�,� °v° � VAULTACCESSA O
cyl �� WW 0
130 066 - v ^ ^ HOR/Z. SCALE. 1 "20'
� o - . PROPOSED NORTH W VERT. SCALE.• 1 =10 .
�, EXISTING GRADE �)�
. . . . . . . . . 18 6I,F Pvc p �o >:
� � � , , - ; , cV CURB FLOWLINE � �
TO REMAIN ^ 320
o o^d
120 0 0 0, N . . . . . . . . . . . . . . . . . . . . . . J
O � ® v
o 65.29- 2" PAC h 3 80+00 80+50 80+86
— —�^
51.9LF D/
CI` 110 . . . � 12 _ . . . . . . . . . . . . . . . . . . . . . . .
nl . . . . . . ®aIJ18 � � � W W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Vo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
100 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M
SEE PLAN VIEW FOR PUBLIC VS PRIVATE V O
. � � CONVEYANCE SYSTEM ELEMENTS ^ Q O
L ^ W Q
N N 90 PW STA: 120*63.00 � 90
V � QZ ^ ^ (J EX/STING GRADE o
90 . . . . . . . . •. PV/ EL: 69.74 c� o <, o
o, co co OF ROAD (TYP.) HOR/Z. SCALE 1 "-20' PROPOSED PROPOSED m m iy
►� ►� T0: REMAIN . . . . . . . . 50.00 VC ^�
0 0 0 Ft 0KINE ELEVA TION CENTERL/NE ELEVA TION
VERT. SCALE >-10 oOrn o O �j �rn
�o �
�:�00�ck
� BAN
o w0 m Iw\ °j •� h .� 80
SO ^� NN N h N NZ
w w w w
cy 56,
70/0 1.409
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 mm
SEE PLAN VIEW FOR PUBLIC VS PRIVATE
110 CONVEYANCE SYSTEM ELEMENTS
PW STA: 70*67.00
PW EL: 76.27
50.00' VC
100
ve
o
A
�m
J�
WW
go
czjh
. o✓ .
�o
80
II �
3 6q
r1da;77.J5
299
g8.OLF
2.0 Z.
B 6 ..7LF
70 24"D
W "�^ IN 1w
70
.i �
Q 110
m h
W ^ h
o�
W 50
100
XISTING: GRADE, OF ROAD
PROPOSED GRADE, OF ROAD
90
STANDARD NOTES
9
--------------- ----
-----------------------
9.41E
. . . . rv�N
. . . . . .
Ise-9Lf 24" PVC
9 R LW H 0.0096
„ �
(TO VAUL T�QL
N
SzN
60
N W
W^W
70+50
VAUL TACCESS OAD
HOR/Z. SCALE- 1 "=2 '
VERT. SCALE- 1" 10
h
71 +00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
r"^
0 0
71 +50
EXISTING GRADE, PROPOSED GRADE,
OF ROAD (TYP.) OF ROAD (TYR)
a
72+00
1 1 CONSTRUCTION RECORD DRAWINGS
on m0 b
.0 •►
72+50
1. ALL STORM FRAMES SHALL BE VANED GRATES
PER C. O.R STD DTL 204.2 UNLESS OTHERWISE
80 NOTED. SEE DETAIL SHEET C4.37.
2. STORM FRAMES WITHIN SAG CURVES AT LOW
POINTS SHALL BE BI-DIRECTIONAL VANED
GRATES PER C.O.R. STD DTL 204.3. SEE DETAIL
SHEET C4.37.
3. P/PE MA TER/AL SHALL CONFORM TO THE 2017
70
RSWOM CHAPTER 4, SECT/ON 4.2.1. AND TABLE
4. t t /12.
72+75
I ASBU/LT NOTE I
THE ASBU/L T /NFORMAT/ON DEPICTED ON THESE
PLANS /S BASED UPON FIELD SURVEY
INFORMATION PROVIDED SY CORE DESIGN AND
SUPPLEMENTED BY S/TE CONTRACTOR,
GOOOFELLOW BROTHERS, ON ✓ANUARY 29TH,
2024. GOOOFELLOW BROTHERS INDICATES THAT
THE DATA PROVIDED TO CORE DESIGN
ACCURATEL Y REPRESENTS FIELD CONDITIONS ON
THE DATE OF THE/R SURVf-Y. CORE DESIGN HAS
REV/EWED THE INFORMATION PROVIDED FOR
GENERAL CONFORMANCE W/TH THE DES/GN
CONCEPT, AND TO THE BEST OF OUR
KNOWLEDGE THE /NFORMAT/ON /S /N
ACCORDANCE WITH THE OBSERVED FIELD
COND/T/ONS.
M E M 2/ 1 3/24 H H H SURVEYED: SCALE:
LENN R. SPRAGUE P.L.S. VERTICAL* AD 1 1981ffm% CITY 0 F
AS NOTED HORIZONTAL- NAD 1983/1991
DESIGNED: AS
HEA l/R/N
DRAWN: RENTON
MARY MOORE ONE INCH DATUM
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
ROLL/ HEA VR/N IF NOT ONE INCH
BY DATE APPR APPROVED: HEA VR/N P. SCALE ACCORDINGLY
ROLL/ H. .
50
NORTYVAULTACCESSROAD
HOR/Z. SCALE- 1 "20'
VERT. SCALE- 1" 10'
120+50 121+00 121+45
�pK INS h,
o wAsyfF CIVIL ENGINEERING
y Z z LANDSCAPE ARCHITECTURE
PLANNING
99 DESIGN SURVEYING ti
IpNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
2/13/24 R-417941
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
O
DATE:
CANOPY 211JI24 V
4196LINCOLNAVE NE, RENTON, WA98056 FIELDBOOK:
PAGE:
DRAWING NO:
ROAD & STORM DRAINAGE PROF/LES C4.24
(NE 40TH ST, VA UL T A CCESS ROADS) SHEET: 41 OF, 107
CONSTRUCT/ON RECORD DRA WINGS