HomeMy WebLinkAboutR-385303CP1 N1 ° 15' 08"E 10 00
2657.36' CP6
STA: 10+00.00
N=165330.94
E=1305670.61
BEGIN 116TH AVE SE
CONSTRUCTION CENTERLINE
MFE
mr-
I
2923059086 2923059097
11526 SE PETROVITSKY RD 17445 116TH AVE SE
BLAYLOCK GERALD T+ KELLY C KASTNER ETHI R
STA: 10+73.30
BEGIN PROJECT LIMITS IE 12"CB RIM=422.42
CMP(N)=416.82
IE 12"CMP(S)=416.92
CB RIM=433.42 CB RIM=424.19
IE 12"CMP(E)=430.52 IE 12"CMP(N)=419.39 LU
C14
11 +00 0
-- 12 i 00 N 1° 46' 18"E 13+00 L 1 1 q
1300.00' -�
RIM N4(CL LID)
0 D DIP-UNABLEABLE TO OPEN
INV 8"(N)=425.5' CB RIM=434.55
PER ASBUILT INFO IE 12"CMP(N)=42[95
I
2823059048 I I I
11602 SE PETROVITSKY RD 2823059057
REILLY M J M 17450 116TH AVE SE
SSMH RIM=411.42(CL LID)
IE CL 18"CHAN.(E,SW)=392.22
CB RIM=409.04
IE 18"CMP(N)=405.64
IE 18"CMP(SW)=405.54
12"CMP OVERFLOW=407.74
116TH AVE SE
15+00 16+00
I 1
I V L
NOT FOUND
SSMH RIM=411.86(CL LID)
SSMH RIM=419.54(CL LID) IN 15"(E,W)=368.6
IE CL 8"PVC CHAN(N,S,SE)=405.34 SDMH RIM=418.29 INV B"(N,S)=39fi.85
INV 8"(S)=407.0 24"CMP(N)=409.04 PER ASBUILT(39-8)
INV 6"(N)=402.0 IF_E 12"CMP(S)=413.69 SDMH RIM=414.04 CB RIM=409.82
PER ASBUILT(39-13) I I IE 24"CMP(N)=409.04 IE 24'•CMP(N)=405.72
OVERFLOW=411.54 IE 24"CMP(SE)=405.67 I I
IE 24"CMP(S)=409.04
IE 24"CPEP=403.91
IE 24"CPEP=405.36
SAMORA SID 7938400110
116TH AVE SE
2823059062 I ROBBINSOGEORGE A+LINDA D
17442 116TH AVE SE 11
LE SON TRUONG
I
7938400090
a 17408 116TH AVE SE
MARSHALL EUGENE D
2823059056 I I 9
1.7428 116TH AVE SE 7938400100
BOUTON DEBRA A 17420 116TH AVE SE
HANSEN RODNO G+DEBRA S
2680650000
11500 SE 173RD ST F-
GAINSBOROUGH COMMONS
M�
CB RIM=410.18
IE 18*CMP(N)=407.78 CB RIM=412.00
IE 18"CMP(S)=407.78 IE 18"CMP(N)=409.10 e�
IE 12"'MP(W)=407.78 IE 18"CMP(S)=409.00 CB RIM=416.86
IE 18"CMP(N)=413.76 CB RIM=423.95
R IE 18"CMP(S)=413.71 LU IE 18.CMP(N)=420.95 CB RIM=427.9
�/� IE 18"CMP(S)=420.9� IE 18"CPEP(N)=424.4
�i IE 18"CPEP(S)=424.4
IE 18"CPEP(NW)=424.7
116TH AVE SE
17I 1R+nn
R/W
CB RIM=411.62
IE 24"CPEP(N)=408.02
IIE 24"CPEP(S)=408.02
7938400070
17322 116TH AVE SE
WATERS BOBBY C+ELSA
L 7
I
I
7- �IM=415.55
IE 24"CPEP(N)=411.65
SSMH RIM=412.83 IE 24"CPEP(S)=411.65
IE CL 8"PVC CHAN.(N-S)=402.38
I PER $SBN ILS(=39940
I
7938400060
17314 116TH AVE SE
OWNER BRIAN E
6
L1
I 7938400050 IL17240
7938400040
[17248 116TH AVE SE 116TH AVE SE
VU TIEN H+NGAT WOOD ROBERT J
THI LAI+VAN 4
5
20+00
OHL
L.. - - I _. _..
R/_
CB RIM=410.33
IE 24"CPEP(N)=406.58
IE 24"CPEP(S)=406.58
7938400080
17400 116TH AVE SE
HADFIELD PETER
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2923059143
17223 116TH AVE SE
L FENNELL TODD C
STA: 21 +94.00
END PROJECT LIMITS
0
0 CB RIM=429.56
0 IE 18"CPEP(N)=425.41 CB RIM=432.71
0 IE 18"CPEP(S)=425.36 IE 18"CMP(N)=429.01
IE 18"CMP(S)=429.01
R/W
oW DCP3
21+00 2+00
• �_ 23+00 N1 ° 46' 18"E CP2
1359.95'
RIM=424.60 :E I I
IE 24"CPEP(N)=421.00 CB RIM=429.92
IE 24"CPEP(S)=421.00 IE 24"CPEP(N)=425.32
7938400030 IE 24"CPEP(S)=425.32
17236 116TH AVE SE 7938400010
STEVENS D W I 17224 116TH AVE SE
3 7938400020 I ROLAND CALVIN+
17232 116TH AVE SE MARY JEAN 0
COLLODI FLORIO+PATRICIA 1
I I 2 I I
POINT NUMBER
NORTHING
EASTING
ELEVATION
DESCRIPTION
CP1
162674.22
1305612.54
497.08
704-55.1 MIC
CP2
167989.62
1305752.85
459.08
704-55.2MIC
CP3
166635.89
1305684.34
435.45
704-55.3MW
CP4
165363.76
1305641.18
447.93
704-56.4MW
CP5
165533.46
1305702.72
432.51
704-56.5MW
CP6
165330.94
1305670.61
448.16
704-56.6MIC
CP7
165849.24
1305704.25
410.06
704-56.7MW
CP8
166136.40
1305709.26
413.73
704-56.8MW
CP9
1 166432.67
1 1305717.14
1 429.56
1 704-56.9MW
R/W STA 00.00
CB RIM=43196 CB RIM=432.95
P.
1= 1YCPE 4IE 1(N))=429.95
N=166630.32
IE 24"CPEP(S)=428.26 IE 2"CMP(S=429.45 E= 1305710.80
IE 12"PVC(E)=428.86
SSMH RIM=4OPEN END 116TH AVE SE
UNABLE )= OPEN
INV B(BUILT(36 CONSTRUCTION CENTERLINE
PER ASBUILT(39-15)
2823059124
17200 116TH AVE SE
U S POSTAL SERVICE
KCSP 185006
SURVEY MAPPING NOTES:
HORIZONTAL DATUM: CITY OF RENTON-NAD 83/91 PER CITY OF RENTON CONTROL
NETWORK. HELD CONTROL POINT NUMBERS 1863 AND 1868.
1863 N=167,989.62 FT. E=1,305,572.848 FT.
1868 N=162,674.21 FT. E=1,305,612.473 FT.
VERTICAL DATUM: CITY OF RENTON-NAVD 88 PER CITY OF RENTON CONTROL
NETWORK. HELD BENCH MARK 2110
2110-MONUMENT AT INTX OF 116TH AND PETROVITSKY RD
ELEVATION=448.16 FT.(HELD)
1863 ELEV.=459.077 FT.(HELD)
ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED.
THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED
ON FIELD OBSERVATIONS TAKEN IN AUGUST 2015, UNLESS OTHERWISE INDICATED.
WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING
EQUIPMENT AND PROCEDURES: (A) 1" TRIMBLE S6 SERIES ELECTRONIC TOTAL STATION
AND A FARRO 3D SCANNER, MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER
W.A.C. 332-130-100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN
W.A.C. 332-130-090.
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES
NOT PURPORT TO SHOW ALL EASEMENTS.
THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES
LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN
HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE
ENGINEERS, INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR
ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE
AND LOCATION PRIOR TO CONSTRUCTION.
CALL FOR LOCATE: UTILITY LOCATION SERVICE: 811
SURVEY NOTES:
SEWER INFORMATION WAS GATHERED FROM ASBUILT PLANS FROM SOOS CREEK SEWER
DISTRICT. REFERENCE PLANS DATED AUG. 1979, SHEET B-89, 2 OF 6.
CASCADE SEWER DISTRICT BY WILLIAMS ROTH & ASSOCIATES.
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An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 1 f. 425.827.5043
Civil I Structural I Planning I Survey
www. paceengrs.com
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SCALE: DATE:
AS SHOWN 8/26/16
Z DESIGNED BY: CHECKED BY:
TIC RN
JOB NUMBER
0 2D 40 80 15465
MERTZ. SHEET:
Scale In Feet
0 10 20 40 CALL BEFORE C1.02
HORIZ. YOU DIG 811
Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 3 OF 20