HomeMy WebLinkAboutR-406803A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
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\ lE(NE)8'PVC:18.82 / " v POOR 1�a 41 /E(NE)AP.•20.03 \ \ \ BL�D ARK AVENUE
O \ \ 1E(SW)8'PVC.•18.80 / 22. lE(SW) M.18.91 A ' \ "ZZ'ss \ \\ i > I TENBUIL PROJECT
i _� T BE BUI BY THE
�. \ \ �\ BP: 7+32.10 BTM=18.60 i IT . SHOWN FOR
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W SI \ END PAVING AND CURB WORK AT 6 \ SAG anoN 34.248
\� o PROPANE TANK \ NOT LOCATED AT PI: 15+00.22
X \ STATION=14+75.00 TIME OF SURVEY
ry 41 , COL ' n \ SID CB \ \ PT: 14+57.2 (16.5' LT) 10N:56.91
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)s'PVC:20.04 \ PT: 14+55.86 ` 0: 76°59'
/ �- - - SEE SHEET /
PM-01 FOR 1 WIRE ELEVATlON.84.75
SITE SIGNAGE R: 99' /
L: 100.82' I \
ti PSE STANDARD SECURITY
FENCE ALONG INTERIOR �: 58°20'57.5"
\ .. 2�&4 s
� X y1. SITE LIMIT. SEE DETAIL
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a \ \ �`� ` IF(NE)8'lP ELBOW- 19.12 MID: 14+14.7 (16.0' LT) R: 59' `
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\ C ` ♦. o� CB Rc R/M.•20.82 < CB \ \ `\ i m PT: 13+95.1 (2 6' RT� \
S RIM20.88 EX CB TYPE I /E(SE)4'lR 19.67 ` �' R/M.-•21.27 \ \ I \
1E(SE)6'PVC.• 19.53 LE(W)8 CP.• 19. 41
\ �\ W/ SOLID LOCKIN lD lE(E)s'PVC2o.27 \ PT: 13+72.2 (16.0 LT)
o /E NW 6'CP:19.19 BTM.19.37
o rn. o \ ( ) RlM 22.10 BTM 1952
\� ` lE(NE)6 PVC:19.13 IE 18 NE 15" CPEP I GRAVEL
lE(SW)12 'ADS 18.88 18.20 SW 15" CPEP
I- LE 18.00 N 18" CPEP
\ s R/M.-21.12
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/ �\ 1E(SE)6'CP:19.08 / / \ \ '�;� SD R: 71' / M' I PT:13+55.6 (22.0' RT) \
\ om k h BTY:I8 AD .O j �1.� ti sd L: 124.04 \
B7M.1 f / \ ASPH C A:100°05'46.5"
'A�\ \/ / / / \ ♦ BTM.W8438VC ELBOW.•20.78
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<\\ / ���/ \ - - -� // CENTER LINE OF ROAD
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DESIGN PROFILE
ol
0 0 6" DOMESTIC WATER METER \\ \ 1 1 MID. 12 96.5 (15.0' LT) / L/ 16 .51'
x
/ P: '20'14.3"
�CO�R. STD PLAN 320.4 W/ \ �\
IN, 1 22 / / ^� POWER POLE
ELEVATION OF TOP WIPE 86.7'
PC: 12+222 (140' LT) � ELEVATION OF BOTTOM WIRE:64.T
101
EX r✓0 -,/ �\ I�Iic�9 ..
+88.65 � � 00
IN, PT: N ° 0
10+34.03 / ��D.009 Mid: 12+97.92
86. 00, - 11+00 S14 3417E-188.98 � 1r`'0
' - - - - - - - - - - - - - - - - -
° 1� 50- MID. 12 89. (2.0 R )
/.. \ CV
llWl� . . .. - 9�:. • ,\ \ 2�2g STA 10+98.3 (28.7' RT) �' PC: 12+23.01
Y'. .. ..a: ab q./ s STA 11+02.2 (31.5' RT)
- - - - - - - - - -
�9 "- -'\e + - PC: 12+23.0 22.0' RT i s
r''�<>` ��------ -- ----- STA11 09.4(28.5 RT)---- ------(-- - -�i
LIMIT LIMIT - - - -
WMA
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•� +•.q•. .* -E_ E E E E 3- 3 3 _ 3 3 0'5' 3 3 3 31' 3 3-
104 O 0
LIMIT ......... ......... �.._� .LMA ..� - - - - - - - - IMi�-- - - -- - - T - - -- - - --� - �L
STA 10+89.4 (28.5' RT) CLF W/ BARBED wlRt STA 12+31.2 (29.1' RT) STA 12+56.2 (32.6' RT)
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6S� o Q SEE TYPICAL PRIVATE STREET ROCKERY
N SECTION ON SHEET C-201 SEE DETAIL ADDRESS: 737 LOGAN AVE N
m S����
m OWNER: THE BOEING COMPANY
Legend Notes
' PROPERTY LINE 12" Di W W WATER MAIN 1. ROCKERY STATION AND OFFSETS ARE TAKEN AT TOP BACK OF ROCK R-4 0
` LIMIT LIMITS OF CONSTRUCTION C-212
F
ASPHALT PAVEMENT FDC� P/to WV
�N FH/FDC/PIV/VALVE
PSE STANDARD SECURITY FENCING IN COMPLIANCE WITH CITY OF RENTON
0 10 20 40 CONCRETE PAVEMENT 8"S0 SD 8" SD @ xx% STORM DRAINAGE PIPE CONSTRUCTION RECORD DRAWING
PSE STANDARD SECURITY FENCING
CONCRETE CURB C )� ` L J � � ❑®OOO YD/CO/CB/CB 2/MH & LIMITS OF CONSTRUCTION This construction record drawing is a copy of a cad file prepared by
��- 55 AREAS OF OVERLAP COUGHLIN PORTER LUNDEEN and has been edited to reflect field
SCALE1 =20 EX CONTOUR (INDEX) „ verified invert and rim elevations of the storm, sanitary sewer and water
54 PROPOSED DITCH Call before you main systems. Field verified invert and rim elevations were obtained by
EX CONTOUR O KLB CONSTRUCTION IN JUNE 2022
55- - CONTOUR (INDEX) D g' 8- I - I The on -site private storm drainage facilities and public/private water and
or 1-800-424-5555 sewer systems were installed in accordance with the approved plans and
BWBRO�, 54� CONTOUR UNDERGROUND the documented field revisions and function as intended.
SERVICE (USA)
Q o RECORD DRAWINGS 07 08 22 SURVEYED:
SCALE.
T E N W HORIZONTAL- NAD 1983/1991
"��'°"`� NAVD 1985 PARK AVENUE NORTH EXTENSIO
COUGHLINPORTERLUNDEEN DESIGNED:
IWO As SHOWN WO CITY OF RENTON, WASHINGTON
Transportation Engineering Northwest DRAWN: RENTON
Q 33708 � STRUCTURAL CIVIL SEISMIC ENGINEERING
C1 ��O Transportation Planning I Design I Traffic Impact & Operations PRW ONE INCH DATUM
�SjONAL �� 11400SE8thstreet
ife20425) ,Bellevue,WA98004 801 SECOND AVENUE, SUITE 900 (206)343-0460 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. HORIZONTAL CONTROL PLAN OVERALL
OfficSEATTLE, WA 98104 www.cplinc.com IF NOT ONE INCH
Project Contact: Elyse Stemmler, P.E. NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
Phone: 425-250-5004 TBB
310
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IVA6
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WOOD PP
ELEVATION OF TOP WIRE: 51.6
ELEVATION OF BOTTOM WIRE- 50.6
I
I 8' SECURITY
FENCE
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DATE:
N 04/30/2021 0
FIELDBOOK:
PAGE
DRAWING NO:
C-002
SHEET: OF: 3 30 ' A
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