HomeMy WebLinkAboutD-364509SURVEY COORDINATE POINTS
1, 184999 .9883,1311342.8972,420.76,ALN
2,1849 9 0.1104,1312758.7527, 418.51, A P K S
3,185148.5973,1312767.3522, 404.80, AH TS
6,185003.436,131136 7.817, 410.00, A B M #806
8,183691.463,1311377.397, 411.28, A BM #1 848
13,184990.1005,1312758.7522, 418.50, #2CH K
14,1849 26.78,13126 9 4.16, 415.86, D M H
15,184975.24,1312677.36, 413.56,DCB #15
16,184972.47,1312692.87, 413.95, D CB #16
17,185022.20,1312722.26, 411.56, D PI -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 -CELL?
22,185123.58,1312755.63, 397.71, FTOS- CELL1
23,185124.06,1312747.92, 398.02, FTOS -CELL1
24,185126.79,1312742.81, 39 9.28, W WS - C E LL1
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 -CELL?
29,185065.58,1312733.69, 405.85,PAR
30, 185070.33,1312721.93,406.55.PAR
31,185094.28,1312732.87, 402.53, PAR
32, 185086.23,1312744.07,402.74,PAR
33,18509 5.94,1312 7 53.25, 40 0.05, FS W
34, 185070.47,1312750.15,402.20,FSW
35,185044.24,1312740.9 7, 40 5.14, FS W
36,185059.86,1312762.31, 405.68, FTB
37,185081.34,1312774.38, 405.45, FTB
38,185105.44,1312777.40, 405.5 0, FTB
39,18512 6.51,1312780.43, 405.48, F TB
40,185143.79,1312779.52, 404.58,FTB -BERM
41,185150.44,1312779.66, 404.64, F TB- BERM
42, 185253.26,1312720.75,412.29,ATB
43,18 5220.99,1312 690.95, 413.90, D C B #1
44,185171.31,1312760.38, 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, F TB
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, D A D 18?
62, 185183 .12,1312721.67,406.05,AHB406.0
6 3,18516 8.55,1312722.47, 406.55, A H B 406.61
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
74,18 5092.52,1312 723.0 7, 405.56, F TB
75,185073.21,1312721.19, 406.84, FTB
76,18516 3.71,1312737.11, 401.51, FG S
77, 185162.91,1312767.82,400.73,FGS
78,185047.30,1312690.73, 413.64, D M H
80,1 85067.78,1 312739.38,404.38, WWS
81,185054.49,1312741.56, 404.38, WWS
82,185052.70,131 2747.37,404.38, WWS
83,1 85073.18,1312768.29,404.38, 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
87,185042.54,1312745.9 2, 406.00, FG S
88,185040.92,1312734.36, 405.96. FGS
89,185048.15,1312737.58, 404.91, FG S
90, 185052.13,1312729.41,407.27,FGS
91,185053.6 5,1312759.32, 406.34, FG S
92, 185066.26,1312769.54,405.77,FGS
93,185073.71,1312733.02, 404.38, WWS
94,185083.18,1312728.50,404.3 8, WWS
95,185099.63,1312726.59,404.37, WWS
96,185099.22,1312722.46, 405.9 6, FGS
97, 185083.15,1312722.30,406.08,FGS
98, 185091.62,1312733.69,402.81,FGS
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
"AS- CONSTRUCTED" SURVEY
RI 'ELEV. 413.90
I.E.(E) ELEV. 404.32
I.E.(S) ELEV. 404.52
18 "ADS PIPE ��
IE- 404,31 400111
36 LF -18 "ADS PI / / �399 l II
398
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339 � �I�I
I I
l� 9 / I I
400 I
a TOP BERM EL.404.5
a
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I
I °a I 400 i I
J I 399 I
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CB, TYPE 2, 48"
RIM ELEV. 413.64,
I.E.(N) ELEV. 405.56 Q�
I�
w
CITY OF RENTON POINT NO. ® I N
806. FOUND A 2" DISC WITH
PUNCH MARK ON A 4 "X4" OVERFLOW STRUCTURE, 48" DIAM. I M
CONCRETE MONUMENT IN CASE OVERFLOW ELEV. 411.56 I z
AT THE INTERSECTION OF NE
10TH ST. & UNION AVE NE.
N185,003. NE 10TH STREET
E1311367.881717 (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)
S89'27'04 "E 1391.00' (M) I
- - - - - - - - - - - - - - -
CB #15, PROJ. BM
RIM ELEV. 413.56
(PLANS AND MEASURED)
CB 16,
RIM ELEV. 413.95(M)
U
I�
NE 8TH STREET
SDMH,
RIM ELEV. 415.89 PLANS)
RIM ELEV. 415.86 M)
CITY OF RENTON
NE 10TH STREET DETENTION
POND RETROFIT
"AS- CONSTRUCTED" SURVEY
HUB /TACK ON
OF BERM
OF WATER
ITY EL. 405.76
SET MAG NAIL IN
EXPANSION
JOINT 0.4' S. OF
BACK OF SW
�PE cf WAS/y,
y z
24268
Sc AF�� STERG'a_,`Q=
ORTH
GRAPHIC SCALE
20 0 20 40
(IN FEET)
1 inch = 20 ft.
LEGEND
FOUND CASE MONUMENT
❑
SET HUB /TACK
o
SET MAG NAIL
(M)
N
(C)
CALCULATED
C)
SD CB /MH
2
Q
w
°0
z
o
N
0
0
z
NE 8TH STREET
SDMH,
RIM ELEV. 415.89 PLANS)
RIM ELEV. 415.86 M)
CITY OF RENTON
NE 10TH STREET DETENTION
POND RETROFIT
"AS- CONSTRUCTED" SURVEY
HUB /TACK ON
OF BERM
OF WATER
ITY EL. 405.76
SET MAG NAIL IN
EXPANSION
JOINT 0.4' S. OF
BACK OF SW
�PE cf WAS/y,
y z
24268
Sc AF�� STERG'a_,`Q=
ORTH
GRAPHIC SCALE
20 0 20 40
(IN FEET)
1 inch = 20 ft.
LEGEND
FOUND CASE MONUMENT
❑
SET HUB /TACK
0
SET MAG NAIL
(M)
MEASURED
(C)
CALCULATED
C)
SD CB /MH
BASIS OF BEARING
THE CENTERLINE OF UNION AVENUE NE BETWEEN CASE
MONUMENTS AT THE INTERSECTION OF NE 8TH ST.
(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
1) PROJECT BENCHMARK: EAST RIM OF CB #15 WITH
AN ELEVATION OF 413.56 NAVD88 AS SHOWN ON
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
AND DI5 DISTOMAT USING TRAVERSE AND RADIAL
SURVEY METHODS. INSTRUMENT CALIBRATED ON
BASELINE APRIL 2013.
3) ALL MONUMENTS NOTED AS FOUND WERE VISITED
ON OCTOBER 9, 2013.
DETENTION POND VOLUME
CELL 1: 14531 CF
CELL 2: 21419. CF
TOTAL POND VOLUME: 35950 CF
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 TOPOGRAPHIC SURVEY FOR:
CCT CONSTRUCTION, INC.
1311 S MADISON ST. Oppylm g/; AL ME- 10/21/13 PRMM NO.
TACOMA, WASHN9= 98M MB 2013AS
(253) 720 -1716 FELD BOOK REFERENCE � Sl�1
5 as /23OS 1 1
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