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VUECREST ES TA TES
015007217
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
SE 1/4 SECTION 31,
TOWNSHIP 23 N, RANGE
5
E, W.M.
VUECRES T ESTATES
& VUECRES T
l/
SHORT PLAT
VUECREST II SHORT PLA T
015007232
UNPLATTED
/ 12 - -
TRACT'A" (0� N
MN Z SENSITIVE AREA/NGPA AFF % 11
r\Pi t8,412 S.F. O 0j 25.82' 60.00' 60.00' -
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m JEEP / 01 _ _ _
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8.22 , /' / F J F - J
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.44
9 / I NI 7 I NI 6 I
7,559 S.F. p 7,56J S.F.
58.21A4 L
8
/ z / 17,046 S.F.
O L ------------J L -----J L -----J
202.02'
I LOT A
•I//
- - 60. DO' - 60.00' -
r -----J r-- -�
I I I I
I I I I
I I I I
NI 5 I NI 4 I
p
7,568 S.F. �' 7,5 7J S. F.
L -----J I L- J
60.00' 1 60.00'
LOT B
KING CO. BLA
NO L94LO141
RF -r Nin QFr)117nRiF,
102.44'v
CITY OF RENTON CONTROL POINT NO. SCALE
1872, FOUND CONCRETE MONUMENT
WITH BRASS PIN, DOWN 1.1 IN 1'=500'
MONUMENT CASE
SECTION SUBDIVISION DIAGRAM
AS -BUILT
"7 CERTIFY THAT THE INFORMA110N SHOWN HEREON WHICH WAS
AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS,
DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS
EXISTING FIELD COND1 T10NS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DA TE- 1/12/2018."
•I
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
1
CITY COMMENTS,
REVIEW 1
2
CITY COMMENTS,
REVIEW 2
3
CITY COMMENTS,
REVIEW 3
4
CITY COMMENTS,
REVIEW 4
5
MYLARS
I
6
DRAFT AS-BUILTS
N0.
01.04.18
REVISION
UNPLATTED
SE 186TH ST.
- -60.00' -60.00' -
r -----J r -----J
I I I I
I I I I
I I I I
NI 3 NI 2
N 7, 577 S.F. w 7,581 S. F.
�I I vl I
I I I I
I I I I
I I I I
L -----J L -----J
60.00' 1 60.00'
UNPLATTED
VERTICAL DA TUM:
'R 2 I-- •
'Q
TRACT B
TRACT C
47.75"
I
I
I
II
MAJ
DESIGNED:
M
8, 925 S.F. I
M AJ
10.21.16.
MAJ
DRAWN:
YLP
MAJ
I
I
I
L
I
JI
01.04.18
'R 2 I-- •
'Q
TRACT B
TRACT C
NA VD 88 PER CITY OF RENTON VERTICAL CONTROL
HORIZON TA DA TUM:
NAD 1983/91 PER CITY OF RENTON MONUMENTS.
BENCHMARK:
1. CITY OF RENTON CONTROL POINT NUMBER 1872:
FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S.
192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET.
2. CITY OF RENTON CONTROL POINT NUMBER 1227:
FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78
FEET.
BASIS OF BEARINGS•
N20'09'04"W BETWEEN THE MONUMENTS FOUND IN PLACE AT CITY OF RENTON HORIZONTAL CONTROL
POINTS 1872 AND 1227.
MAJ
03.22.16
MAJ
SURVEYED:
SJS
MAJ
06.06.16
MAJ
DESIGNED:
M
hW 08.25.16 MAJ
M AJ
10.21.16.
MAJ
DRAWN:
YLP
MAJ
12.06.16
MAW
CHECKED:
MAJ
MAJ
01.04.18
MAJ
APPROVE
BY DATE APPR
Q
FREDRICKS PLACE
VOL. 169, PG'S. 30-36,
OREC.
NO. 9406211158
I
NA VD 88 PER CITY OF RENTON VERTICAL CONTROL
HORIZON TA DA TUM:
NAD 1983/91 PER CITY OF RENTON MONUMENTS.
BENCHMARK:
1. CITY OF RENTON CONTROL POINT NUMBER 1872:
FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S.
192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET.
2. CITY OF RENTON CONTROL POINT NUMBER 1227:
FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78
FEET.
BASIS OF BEARINGS•
N20'09'04"W BETWEEN THE MONUMENTS FOUND IN PLACE AT CITY OF RENTON HORIZONTAL CONTROL
POINTS 1872 AND 1227.
MAJ
03.22.16
MAJ
SURVEYED:
SJS
MAJ
06.06.16
MAJ
DESIGNED:
M
hW 08.25.16 MAJ
M AJ
10.21.16.
MAJ
DRAWN:
YLP
MAJ
12.06.16
MAW
CHECKED:
MAJ
MAJ
01.04.18
MAJ
APPROVE
BY DATE APPR
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
DRI VEWA Y TABLE
LOT NO.
DRIVEWAY (� STA.
1
24+49.58
2
24+18.59
3
23+29.58
4
22+98.58
5
22+09.58
6
21+78.58
7
21+18.58
8
19+73.01
STATIONING IS ALONG FLOWLINE OF CURB
MONUMENT STATIONING SCHEDULE
0 19+07.89 (SE 186TH ST)
Flo] 19+43.32 (SE 186TH ST)
11 20+29.56 (SE 186TH ST)
12 20+63.67 (SE 186TH ST)
13 25+32.83 (SE 186TH ST) = 51+88.57 (102ND AVE SE)
ADA RAMP TABLE
RAMP NO.
RAMP (2 STA.
1
51+51.07, 11.00' L
1A
51+50.88, 18.57' R
2
14+10.06, 13.00' R
3
14+10.06, 13.00' L
0 RAMP NO.
STATIONING IS ALONG FLOWLINE OF CURB
ADA RAMPS PER WSDOT STD. PLAN
F-40.15-02 & F-45.10-01
SEE DETAIL, SHEET C10
MEASURED ALONG FLOWLINE OF CURB
NORTH
GRAPHIC SCALE
0 20 40 80
1 INCH = 40 FT.
RECOMMENDED FOR APPOVAL
Date:-
Date:-
Date:-
Date:-
DATE:
ate:Date:Date:Date:
DATE:
C TY OF VUECREST ESTATES & VUECREST II 09.28.15
FIELDBOOK:
R E N TO N PAGE:
HORIZONTAL & VERTICAL CONTROL PLAN
DRAWING NO:
Planning/Building/Public Works Dept. a C4
U15007217 / U15007232 SHEET: 4 OF 33
DRS PROJECT NO. 12102 R-389754
R = 15.00'
CR -1
4 = 25'50'2,9.4
L = 6.77'
R = 25.00'
CR -2
4 = 11724'1.2"
L = 51.23'
MEASURED ALONG FLOWLINE OF CURB
NORTH
GRAPHIC SCALE
0 20 40 80
1 INCH = 40 FT.
RECOMMENDED FOR APPOVAL
Date:-
Date:-
Date:-
Date:-
DATE:
ate:Date:Date:Date:
DATE:
C TY OF VUECREST ESTATES & VUECREST II 09.28.15
FIELDBOOK:
R E N TO N PAGE:
HORIZONTAL & VERTICAL CONTROL PLAN
DRAWING NO:
Planning/Building/Public Works Dept. a C4
U15007217 / U15007232 SHEET: 4 OF 33
DRS PROJECT NO. 12102 R-389754