HomeMy WebLinkAboutR-400512PROJECT
CIL R/W
LO PROJECT PROJECT 27'
O CIL R/W CIL R/W
O 36.8' 27.6'
........................:........................:................................................:........................:........................:.......................:.......................:......................... ....... .................... ............... .. ..... ..................... ..................... ..................... .................... ..................... ...........
i ""CONCRETE'VERTI'CAt'CURB.. """" "'CON'CRETE'VERTICAL"CURB.....
O AND GUTTER:PER STD. PLAN 101 AND GUTTER PER STD. PLAN 101:
CONCRETE VERTICAL CURB: i
i FINISHED GRADE
Q AND GUTTER PER STD. PLAN 101 I I FINISHED GRADE
EX GROUND
W 30 I EX GROUND 130_ _ 30 I EX GROUND I - - 30 - l 30 30 30
:........................:........................:................................................:.......................:........................:......................:...�.....-........:................................................:........................:.....................:...............................................:....................:........................:............................................... ..................... ........ .............. .......................:................ �..................
---------- ----- - -
- -- ----- ----- -----_-_ ---- - - - -
- ---
34.7' ----- 38.4' 29.6'----
lirr/i Vi1. • lC—L 1. Y✓
O
10 10 10 10 10
J
W
o Road Section (Sta 10+50) Road Section (Sta 1 1 +00)
SCALE: 1 "=10' SCALE: 1 "=10'
I-........................:........................:........................:........................:........................:........................:........................:........................:...................... ..................... ..................... ..................... .................... ..................... ..................... ..................... ..................... ......................
O
PROJECT
_ 50 50 50 CIL R/W 50
27
O PROJECT
CiL 27' RIW
40 40 40 I EX GROUND 40
T
:........................:........................:................................................:........................:...............LAND
. .. .-C......:........................:........................ :........................ ........................ :................. ...... :................ ....... .... CONCR!<..E.VEFtT1CAL.CU.Rl3.............. ..... :........................
O CRETE V€I�TICAL CURBLL GUTTER PER STD. PLAN 101: AND GUTTER PER STD. PLAN 101 FINISHED GRADEWFINISHED GRADE3 0 I ND 3 0 3 0 3 0
,....................-.-.-..-.-- -. ....... ......................
30.8' _ \.....
J771-
��
- 1.6'
20 5.3 20 20 -- 20
.................. ..................... ..................... .................... .......... - .................. ........... ............. ......................
Z EX. 10" WATER MAIN EX; 10" WATER MAIN
PER SURVEY SHEETS PER SURVEY SHEETS
W C3-0U AND C3-004 EX 48• SD EX 72" SD C3-OO AND C3-004
APPROX 1E=20.45 APPROX. 1E=20.45 EX 72" SD
EX 48";SD APPROX. 1E=20.05
W 1 0 1 0 10 APPROX: 1E=20.05 10
:........................:........................:........................:........................:........................:........................:....................... .................... ..................... ..................... ..................... ......................
O
0- Road Section(Sta 12+50 Road Section(Sta 13+00
SCALE: 1 "=10' SCALE: 1 "=10'
................................................................................................................................................................................................................................................................................................................................................................................................................................................................. .
0
Q
>
W
J:................ ........:........................ :........................ :........................ ......................... ......................... ......................... ......................... ......................... ......................... ......................... .................... .................... ..................... ..................... ..................... ..................... ......................
O
m
CONSTRUCTION RECORD DRAWING
This construction record drawing is a copy of a cad file prepared by
COUGHLIN PORTER LUNDEEN and has been edited to reflect field
verified invert and rim elevations of the storm, sanitary sewer and water
main systems. Field verified invert and rim elevations were obtained by
KLB IN AUGUST 2019
The on -site private storm drainage facilities and public/private water and
sewer systems were installed in accordance with the approved plans and
the documented field revisions and function as intended.
CENTERLINE GEOMETRY INFORMATION
COUGHLIN
PORTER
LUNDEEN
Call before you
D�g.8-1-1
or1-800-424-5555
UNDERGROUND
SERVICE (USA)
RECORD DRAWINGS
NO. I REVISION
M.
SURVEYED:
DESIGNED:
ALC
DRAWN: LB.J
CHECKED: BB
DATE APPR APPROVED:
TBB
Road Section (Sta 1 1 +50)
SCALE: 1n =10'
50
PROJECT
27'
CONGRETE-VEk TICAL-CURB-----
F
AND GUTTER PER STD. PLAN 101:
FINISHED GRADE
9.4'
20 20
EX. 10: WATER MAIN
PER SURVEY SHEETS
0-00.' AND C3-004
10 10
PROJECT
CIL
40 5' BIKE
................. :........................ .......1.1. •LANE.....:. ,........1T.LANE ..:.......LANE....
� IFINISHED 30
GRADE
4.5' I 13.7'
20
....................................................
EX. 10" WATER VAIN
PER SURVEY SHEETS
0-003 AND C3=004
EX WALL
10
Road Section (Sta 13+50
SCALE: 1 "=10'
PROJECT
CIL
11' LANE
30
2 4�i EX WALL
20
....................................................................
EX. 10" WA MAIN
PER SURVEY SHEETS
C3-OO AND C3-004
10
SCALE:
5' BIKE iT
11' LANE LANE SHE
FINISHED °
GRADE
I"
Road Section (Sta 14+00
SCALE: 1 "=10'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL- NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
z
..............................
EX 48" SD
APPROX. IE=20.74
R/W
I
I
I I
............:..................
EX 72" SO::�
APPROX. lE.--20.74
EX GROUND
................�.... :.... ..
Road Section (Sta 12+00)
n �
SCALE: 1 =10
SPIRAL NAIL PER HILFIKER
SHOP DRAWINGS
A
I -ELF - CONCRETE BARRIER
TYPE SINGLE SLOPE.
REFER:TO STD PLAN
DETAIL. TW=32.5
r LWB HILFIKER
161KUCTURALEARTH
WALL. AT LWB
Wj
W
i
H
•
T
U
N
00
O
O
O
..... ................ ................. I
LZ
��........-.........:........................:........................:........................:........................:........................ O
PROPOSED J
A�7L• W
IE=„ •, •/.OF18.78 STREAMBED SEDIMENT WITH >
EX 72" SD '.4" STREAMBED COBBLES PER
SPIRAL NAIL PER HILFIKER
SHOP DRAWINGS i
EX GROUND —
CONCRETE BARRIER: i 40
TYPE SINGLE SLOPE: i
.............................. ..........................................................:........................ ......................... :.......
................. W
REFER TO STD PLAN: is U)
DETAIL. i Q
i
`LWBHILFLKER TW=32.5 / /
STRUCTURAL EARTH - - - - - - 30
WALL AT: LWB - -
rn
0% CITY OF
E."RI RENTON
Planning/Building/Public Works Dept.
--- z
--- 20 W
---
................................................................................................................................................................. .
W
STREAMBED SEDIMENT WITH O
4" STREAMBED COBBLES PER 1 0 WSDOT STD 9 03.11(1) n
............ :........................ :........................ :........................ :........................ :........................
:........................ C
G
0
Q
.........................................................................................................................................:........................ >
R-400512 W
J
IN COMPLIANCE WITH CITY OF RENTON STANDARDS D
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m
z
O
C�
z
LAKE WA BLVD IMPROVEMENTS DATE: 09-03-2019 U1Q
PHASE III FOR SOUTHPORT DEVELOPMENT nELDBOOK:
PAGE: S
DRAWING NO: I 1 I
C3-220
ROADWAY SECTIONS SHEEN OF.29 Q