HomeMy WebLinkAboutSWP2703645.9SURVEY COORDINATE POINTS
1,184999.9883,1311342.8972, 420.76, ALN
2,184990.1104,1312758.7527, 418.51, APKS
3,185148.5973,1312767.3522, 404.80, AH TS
6,185003.436,1311367.817,410.00,ABM#806
8,183691.463,1311377.397,411.28,ABM#1848
13,184990.1005,1312758.7522,418.50,#2CHK
14,184926.78,1312694.16,415.86,DMH
15,184975.24,1312677.36,413.56,DCB#15
16,184972.47,1312692.87, 413.95,DCB#16
17,185022.20,1312722.26,411.56,DP1-TRASH
18,185025.71,1312711.29,413.38,PDA-PAR
19,185034.28,1312700.09,413.56,PDA-PAR
20,185115.47,1312746.67, 397.78, FTOS- CELL1
21,185111.18,1312753.78,398.06,FTOS-CELL1
22,185123.58,1312755.6 3, 397.71, FTOS- CELL1
23,185124.06,1312747.92,398.02,FTOS-CELL1
24,185126.79,1312742.81, 399.28, WWS- CELL1
25,185113.56,1312743.39,399.34,WWS-CELL1
26,185106.89,1312755.06,399.38,WWS-CELL1
27,185126.87,1312760.53, 399.28, WWS-CELL1
28,185129.97,1312756.27, 399.30, WWS-CELL1
29,185065.58,1312733.69,405.85,PAR
30,185070.33,1312 721.9 3, 406.55. P AR
31,185094.28,1312732.87, 402.53, P AR
32,185086.23,1312744.07,402.74,PAR
33,185095.94,1312753.25, 400.05, FSW
34,185070.47,1312750.15, 402.20, FSW
35,185044.24,1312740.97, 405.14, FS W
36,185059.86,1312762.31, 405.68, FTB
37,185081.34,1312774.38, 405.45, FTB
38,185105.44,1312777.40, 405.50, FTB
39,185126.51,1312780.43, 405.48, FTB
40,185143.79,1312779.52,404.58,FTB-BERM
41,185150.44,1312779.66,404.64,FTB-BERM
42,185253.26,1312720.75, 412.29, ATB
43,185220.99,1312690.95,413.90,DCB#1
44,185171.31,131276 0.38, 398.17, FTOS-CELL2
45,185171.20,1312749.60, 398.29, FTOS- CELL2
46,185215.93,1312750.73,397.83,FTOS-CELL2
47,185216.58,1312762.94, 398.06, FTOS- CELL2
48,185218.81,1312766.02, 398.77, WWS- CELL2
49,185220.66,1312750.39,398.80,WWS-CELL2
50,185194.82,1312743.79,398.82,WWS-CELL2
51,185168.57,1312747.14, 398.72, WWS- CELL2
52,185168.93,1312762.81, 398.81, WWS- CELL2
53,185194.35,1312766.42, 398.74, WWS-CELL2
54,185181.05,1312785.12, 405.50, FTB
55,185205.19,1312785.24, 405.49, FTB
56,185228.78,1312784.84,406.19,FTB
57,185241.47,1312767.82,405.51,FTB
58,185242.42,1312747.92, 405.80, FTB
59,185229.72,1312729.34, 406.08, FTB
60,185213.94,1312722.29, 406.02, FTB
61,185220.73,1312727.73,404.31,DAD18?
6 2,185183.12,1312721.6 7, 406.05, AH B 406.0
63,185168.55,1312722.47,406.55,AHB406.61
64,185153.08,1312721.76, 405.84, FTB
65,185152.31,1312729.25,404.45,FTB-BERM
66,185152.26,1312747.97,404.53,FTB-BERM
67,185145.03,1312748.33,404.40,FTB-BERM
68,185145.09,1312729.24,404.28,FTB-BERM
69,185145.25,1312722.05, 406.00, FTB
70,185135.22,1312735.96, 401.47, FGS
71,185134.37,1312766.53, 400.90, FGS
72,185125.21,1312719.93,406.66,FTB
73,185105.23,1312723.10, 405.78, FTB
74,185092.52,1312723.07, 405.56, FTB
75,185073.21,1312721.19, 406.84, FTB
76,185163.71,1312737.11, 401.51, FGS
77,185162.91,1312767.82,400.73,FGS
78,185047.30,1312690.73,413.64,DMH
80,18506 7.78,1312739.38, 404.38, WWS
81,185054.49,1312741.56, 404.38, WWS
82,185052.70,1312747.37, 404.38, WWS
83,185073.18,1312768.29, 404.38, WWS
84,185096.60,1312772.22, 404.39, WWS
85,185142.50,1312776.93, 404.37, WWS
86,185048. 80,1312754, 55, 406.18, FGS
87,185042, 54,1312745.92, 406. 00, FGS
88,185040.92,1312734.36, 405.96. FGS
89,185048.15,1312737.58,404.91,FGS
90,185052.13,1312729.41, 407.27, FGS
91,185053.65,1312759.32,406.34,FOS
92,185066. 26,1312769. 54, 405. 77, FGS
93,185073.71,1312733.02, 404.38, WWS
94,185083.18,1312728.50, 404.38, WWS
95,185099.63,1312726.59, 404.37, WWS
96,185099. 22,1312722, 46, 405. 96, FGS
97,185083.15,1312722.30, 406.08, FGS
98,185091.62,1312733.69,402.81,FOS
99,185079.79,1312745.56,402.88,FGS
100,185072.17,1312747.17, 402.73, WGS
101,185065.68,1312747.92, 403.12, WGS
102,185073.53,1312757.80, 402.86, WGS
103,185087.12,1312764.32, 402.86, WGS
104,185138.05,1312770.01, 402.53, WGS
105,185139.94,1312732.97, 402.75, WGS
CITY OF RENTON POINT NO.
806. FOUND A 2" DISC WITH
PUNCH MARK ON A 4"X4"
CONCRETE MONUMENT IN CASE
AT THE INTERSECTION OF NE
10TH ST. & UNION AVE NE.
N 185, 003.436
El311367.817(FT)
CITY OF RENTON POINT NO.
1848. FOUND A 1-1/2" FLAT
BRASS DISC WITH PUNCH
MARK ON A 4"X4" CONCRETE
MONUMENT IN CASE AT THE
INTERSECTION OF NE 8TH ST.
& UNION AVE NE.
N183691.463
El 311377.397(FT)
NE 19M STREET
S89°27'04"E 1391.00' (M)
o
N
w Z
to 0
0
0
N
0
0
z
NE 8TH STREET
"AS -CONSTRUCTED" SURVEY
405
18"ADS PIPEIE-404.31CB#1, TYPE 2, 48" 400
RIM ELEV. 413.90, 36 LF-18"ADS PIP 399il)ll)�
I.E.(E) ELEV. 404.32 398LE.(\ �ELEV. 404.52 ( / / ORTH
� 11
I Lo I o/ CO oo o GRAPHIC SCALE
j _t I 0 '� `�' 0 I 20 0 20 40
(IN FEET)
I
398 1 inch = 20 ft. \- I 400 I i LEGEND
SET HUB/TACK ON
TOP OF BERM
FOUND CASE MONUMENT
w ❑ SET HUB/TACK
TOP BERM EL.404.5 C�7 ® SET MAG NAIL
\\ - \ F
\ (M) MEASURED
— 1 (C) CALCULATED
T 0
J I 400 I
399 SD CB/MH
� I � TOP OF WATER
f-\ \ /� QUALITY EL. 405.76 BASIS OF BEARING
398 J lI/' THE CENTERLINE OF UNION AVENUE NE BETWEEN CASE
MONUMENTS AT THE INTERSECTION OF NE 8TH ST.
I `�0 COR 1848 AND NE 10TH ST COR 806 WITH A
COMPUTED BEARING OF NORTH 0°25'06" EAST 1312.01'
BASED ON WSP NORTH ZONE NAD83/91..
\FIELD SURVEY NOTES
�l
1
\ f 1) PROJECT BENCHMARK: EAST RIM OF CB# 15 WITH
QD , \ AN ELEVATION OF 413.56 NAVD88 AS SHOWN ON
6 \ DWG. C-2 OF THE CONSTRUCTION PLANS
APPROVED 6/27/13. CHECKED AGAINST CB#16
AND OTHER SDMH SHOWN ON SAME DWG. SHEET.
2) FIELD SURVEY PERFORMED OCTOBER 9 & 18,
2013, WITH A WILD T1000 ELECTRONIC THEODOLITE
CB, TYPE 2, 48" �� I AND D15 DISTOMAT USING TRAVERSE AND RADIAL
RIM ELEV. 413.64, �<v �x SURVEY METHODS. INSTRUMENT CALIBRATED ON
I.E.(N) ELEV. 405.56 X I BASELINE APRIL 2013.
c� I3) ALL MONUMENTS NOTED AS FOUND WERE VISITED
C6 ON OCTOBER 9, 2013.
un
I w
ID
® N
OVERFLOW STRUCTURE, 48" DIAM. r°o7
OVERFLOW ELEV. 411.56 + z DETENTION POND VOLUME
CELL 1: 14531 CF
CELL 2: 21419. CF
— — — — — — — I SET MAC NAIL IN TOTAL POND VOLUME: 35950 CF
---\�------------ EXPANSION
CB#15, PROJ. BM JOINT 0.4 S. OF
RIM ELEV. 413.56 BACK OF SW
(PLANS AND MEASURED)
0 CB#16,
RIM ELEV. 413.95(M)
SDMH,
RIM ELEV
RIM ELEV
415.89 PLANS)
415.86 M)
CITY OF RENTON
NE 10TH STREET DETENTION
POND RETROFIT
"AS -CONSTRUCTED" SURVEY
OF WASy
tic
�Q = 0 2
24288 Az
S T O'
S/NIA LAND 5J
D=364509
A PORTION OF THE NORTHWEST QUARTER OF
THE NORTHWEST QUARTER OF SECTION 10,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
JOHN M. LAURITZEN. PLS
1311 S. MAD" ST.
TACOMA. WASHI NGTON 98405
(253) 720-1715
TOPOGRAPHIC SURVEY FOR:
CCT CONSTRUCTION, INC.
CCMpuw BY: A& DATE 10/21/'13 PROJWr NO.
DRiIM Br: A& 2013.06
CHOCKED W. A&
FTELD BOOK REiERDICE'. COMPUTER FN.E: SHEET
98-8 apropcb/2013.08 1 \ 1
wA