HomeMy WebLinkAboutR-406807A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
\ o ( CB M � \ USED OIL TANKS
\ R/M.•21.00
\ 1E(NW)4'PVC20.01 (2)BLi
O BTU 17.56 �b
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\ Cv OG CB
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co ® '� SE 4'PW 19.63 %IM.21.74 \ j \
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i E(NE)8'PVC.18.82 / ti 00 1E(NE)6 �G'P.20.03 \ \
O \ BP: 7+32.10 r(SW)8'PVC:18.80 / 0SW) 4 P:19.93 \ \ \
\ CB BTU=18.60 / , i ti M.18.5201
\ R/M.•22.01 / - 9
0 /E(SW)8'PLASTIC:18.86 R j i / / WATER SHUT OFF /
w IE(NE)8'PVC:18. / , I \ / �o VALVE
c�1E(W)8'PVC 18.71
\ Sp BT . 10E 1 CB
\ W/ SOL i / y� \ J, \ \ \ RIM.•23.90
l \ 22
lE(NE)4'lP.22.45
5' CPEP ti / / \ i \ 1F(NW)6'PVC.•2216
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PROPOSED 12"SDCO
\ FENCE RIM TO GRACl)DE
Z \\ X � ��\ \ \ ���/ IE=28.91
Jp END PAVING AND CURB WORK AT
f �\ \\ o ��\\ PROPANE TANK \ 1g \ STATION=14+75.00
X CB
LUz� ` ` 1SPh� RIM.•21.2
�\ <\ \ F o 1-STORY STEEL / \ lE 20.14 \
LU\ \ �� ry o BLD6 15801 SO /RO�b'CP.•20.04
�\ `\ ` RAISE MH LID TO GRADE FT � \ 1E6 W)6'PVC20.04 \
CONNECT TO EX CB
IE=18.00 12" (IN)SE BTM.18.54
\ \ IE=18.00 18"(OUT)NW C113#61 CB TYPE I
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RIM=22.52
IE=18.17 8"(IN)SE
IE=18.1712"(OUT)N 12g2 f
P� / ijA \ \ SDMH(5v
O ` \ '\ �1E(SW)8 ADS 19. ti ti PS 22\ \ o ASPH
o `\ ` lE(NE)8'lP ELB iz ti i
\ BTM.• 16.36
�\ / ^ APPLY ECO - MIX HYDROSEED
ASPH �S \ \ / \\ ON ALL 3:1 FILL SLOPES - - -
cn '
REMOVE THRU-CURB FRAME 19 LF 8" DI @ 0.6% Aso \ \ \
:� o \ /
AND GRATE & REPLACE WITH ASPH N s \ �P
NEW STANDARD FRAME WITH �o s o \ `
o `� \ `\ 22.45 1E sE)6 ADS: / os GG�NEG(/ \ NOTE: /
ADA HERRINGBONE GRATE �, ��,�G»��,-
\ B( S G / PROPOSED STORM WATER /
ADA RAMP \ EG F�GN CB SYSTEM IS PRIVATELY \
'� 21.70 \ `\ CB RIM•20.82 �CB OWNED AND MAINTAINED \
SEE DETAIL \. \ RIM.•20.88 EX CB TYPE l /1E(SE)47P:19.61 \ RIM.•21.27 \
CVO 1-C2-12-1 \ `\ 3c' LE(SE)6'PVC:19.53 W/ SOLID LOCK/N lD IE(W)8'CP:19.41
\ 22.4 / 1E(NW)6'CP.•I9.I9 RLM 22.10 BTM.19.37 BTM
<. \ CONNECT TO EX CB
C I 21.60 \ \ lE(NE)6'PVC.19.13 /E 18 NE 15 CPEP I
V 21.66 G \ � - IE(SW)12ADS:18.88 18.20 SW 15" CPEP IE=19.41 8"( U )N PLACE ADDITIONAL
CB#C1 CB TYPE I-L BTM.•17.79 /E 18.00 N 18" CPEP / ��
�► I� STRUCTURAL FILL SOIL AT BASE
H RIM=21.99 1.70' O �V�y `\ +\ 22.38 - - - - �
W IE=18.1912 (IN)SW - \ 22.64 CONNECT TO EX CB \ OF SLOPE TO ELIMINATE LOW
= IE=17.6918"(IN)SE � �o\\ IE=18.36 8"(IN)SW RIM.-21.12 F 8' D� @ 0.9% \ \ / POINT AS NEEDED TO PREVENT
IE=17.6918 (OUT)NW \ / / IE=18.36 8"(OUT NE IE(SE)fi CP.•19.08 / \ PONDING AGAINST SLOPE
22.54 ) / � � /
17 F 12 \ lE(NE)8 ADS O j �� � SEf SD
W \ D I BTM.1 ASPH C�
W
2217 RIDGE LINE / ( W)4'PVC ELBOW.•20.78
/ \ 22.72 BTM.• 18.38
/ / \
LU GPS / / EX 22.10
00,
dill \ / !/ No �\ CB#A8 CB TYPE I
/ 6" DOM Sr1C WATER MFTF = O E E \ RIM 22.52 �
V �/ 6 -OR STD PLAN 32C \\ \P ' 9+43.28 IE=20.47 12"(IN)S o0
/ ADA RAMP SEE DETAIL \ IE=20.42 12"(OUT)N 'A
ADA
38 LF 12" DI @ 3.9% \ Mid: 12+97.92
i
/ EX 18" PSE BYPASS CB#C2 CB TYPE I \
STORM SYSTEM RIM=21.96
CB#A5 CB TYPE I IE=19.6712"(OUT)NE-
RIM=21.45 1 CARTRIDGE STORMFILTER \ \ Mid: 9+88.65
IE=19.5012"(IN)SE SEE DETAIL (� 31 LF 12"
IE=18.4512"(OUT)N C`210 DI @ 0.7% 3 PC: 12+23.01 / 26
4 CARTRIDGE STORMFILTER 9�F72 \ 11+00 12+00
SEE DETAIL 107 LF 12" DI @ 0.8%
C-211 . a....: ;.:" @0 \ : 10+34.03 10+50 23 11 +50 2 to
llWl� . . . . . . . . \ S o
41 LF
- - - - - - - - - - - - - --. :' _` i 12 D/@ 'L5
10% LIMIT LIMIT 12" DI Cq0.6% 92 LF 12" DI @ 0.5%
4.
- - - - - - - - - - - - - -
B#A CB TYPE
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0 0
Ll ITLIMIT LI ITMEMO 0_- �__
RiM=22:07-now-L4M -� �� I - - - - - - �MF��- -- - - -- - ��-t#hAFT-Ldto41T # -
INJ
IE-17.4718"(IN)NW CB#A6 CB TYPE
IE=17.5712"(IN)S RIM=22.11 30' DRIVEWAY APRON CB#A7 CB TYPE I TW=23.50 p - CB#A10 CB TYPE I B
AND CONCRETE PAD BW=23.00 o o CB#A9 CB TYPE I TW=24.10 TW=25.10
W/ SOLID IE=19.71 12"(IN)S RIM=22.26 g ^ BW=23.00 RIM=24.24 BW=23.00 TW=25.55
SEE ENLARGEMENT CONTRACTOR TO RAISE RIM TO °° RIM=23.18 IE=21.44 12"(IN)SE BW=23.50
LOCKING LID IE=19.71 12 (OUT)NW C-212 IE=20.01 12 (IN)S `IE=20.9812"(IN)S IE=21.4412 (OUT)N
IE-20.01 12"(OUT)N GRADE AND INSTALL NON-SKID LID m W W - - "
RIM=23.45 IE=20.9812"(OUT)N
Legend
' PROPERTY LINE GRAVEL 12" D/ W W WATER MAIN
` ASPHALT PAVEMENT 1 ! 1 t 1 ! 1 ! ROCKERY WALL F�FDC0 Pl o WVM FH/FDC/PIV/VALVE
0 10 20 40 CONCRETE PAVEMENT 8" SD @ xx% STORM DRAINAGE PIPE ® 63PM WATER VAULT/METER CONSTRUCTION RECORD
iiiGRAVEL O YD/CO/CB/CB 2/MH This construction record drawing is a copy of
COUGHLIN PORTER LUNDEEN and has been
SCALE 1 =20' CONCRETE RETAINING WALL m e ❑ O STORM FILTER CB verified invert and rim elevations of the storm, sa
main systems. Field verified invert and rim elevat
CONCRETE CURB SANITARY SEWER KLB CONSTRUCTION IN JUN
The on -site private storm drainage facilities and
D. Bj�� sewer systems were installed in accordance with
jy FLUSH CONCRETE CURB SANITARY MHICO the documented field revisions and functi
7 o y RECORD DRAWINGS 07 08 22 SURVEYED:
SCALE:
2 VTENW HORIZONTAL- NAD 1983/1991
COUGHLINPORTERLUNDEEN DESIGNED:
As SHOWN CITY
�+ Transportation Engineering NorthWest DRAWN: VR
RENT
Q 33708 STRUCTURAL CIVIL SEISMIC ENGINEERING
1�� �CISTIV Transportation Planning I Design I Traffic Impact & Operations PRW ONE INCH DATUM
11400 SE 8th Street, Suite 200, Bellevue, WA 98004 CHECKED:
S/0NAL /^n Office (425) 889-6747 801 SECOND AVENUE, SUITE 900 (206) 343-0460 BSB AT FULL SCALE Planning/Building/Public
/ /fSEATTLE, WA 98104 www.cplinc.comIF NOT 0
Project Contact: Elyse Stemmler, P.E. N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
Phone: 425-250-5004 TBB
*RKAVENUE CVNSION PROJEC OO BUILTBY THE
CI . SHOWNFOR C)
-' EF RENCE�CONLY. P U
1 -
-
A _--- 1
-
TENSION PR
OWN FOR
RE ENC-E
T LU, \� \� �� �� PI: 15+00.22
WIRE Ue
STAT =15+ .22
PT: 14 5.86 31.90 ��;�\� �\ TEMP ARY 1. -1 W N .
� \ \� ♦ \ FIN PAVI CV
WIRE Ei�� \�( SHAL BE CO D BY T Cl Co
C 31.36 \ ` \ �� EL=32.18 O
/ 41 LF 12" \�� ��\�� - Ci
PVC 3.7% \ � � \�� V\
r ' \\� �\ CB#A14 CB TYPE
id: 14+ 4.34 = \,a. �� ; \�\ \ RIM=31.18
IE=27.38 12"(IN)NE
IE=27.43 12" OUT W
\ 40 LF 12"\\ice /
/ PVC @ 3.1 % I
N EVEL PAD FOR
FUTURE DESIGN - WOOD PP
-' BUILD SIGN (UNDER ELEVATION OF TOP WIRE. 51.6
"' a SEPARATE PE ELEVATION OF BOTTOM WIRE: 50.6
PRC:13+72.82
\ I
CB#A13 CB TYPE I
RIM=30.25
�. IE=26.20 12 (IN)E II 8' SECURIT p
\ E=26.2512 (OUT)W FENCE ✓�
• \ I
- I
2$ CB#Al2 CB TYPE I I
\o RIM=28.44 I o
IE=24.4412"(IN)E \ I GRAY m
IE=24.3912"(OUT)W d
CENTERLINE OF I
ROAD DESIGN \\
27 PROFILE \
OWER POLE N
ELEVATION OF TOP WIRE: 86.7' \ \
ELEVATION OF BOTTOM WIRE. 64.7' \
CB#A11 CB TYPE I \ \ \
RIM=25.98 \ \
IE=21.8812"(IN)E \ \
IE=21.8812"(OUT)NW \
CB#D1 CB TYPE I <
RIM=21.82 \
CONNECT TO EX \
8" STORM DRAIN \
�LI ....
W=24.50 ® g J
W=24.00 b' \
ADDRESS: 737 LOGAN AVE N Z
OWNER: THE BOEING COMPANY 0
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R-406807 x
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS w
DRAWING >
a cad file prepared by Q
edited to reflect field
nitary sewer and water
ions were obtained by
E 2022 Q
public/private water and
the approved plans and
on as intended.
DATE
OF PARK AVENUE NORTH EXTENSION 04/30/2021 0
RENTON, WASHINGTON FIELDBOOK:
O N PAGE:
DRAWING NO:
works Dept. ROADWAY GRADING AND DRAINAGE PLAN C-201
SHEET: 0F:30 O