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10.19, 4.80' R (SMI THERS)
a. +08.13, 5.79' R (TRACT "G')
X371.43 r 363.14(S),363. i
464.. z (-_rr r
.40 T 363.07 (N) (AB)
JIT T
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SE 1/4 SECTION 31,
TOWNSHIP 23 N, RANGE
5
E, W.M.
VUECREST ESTATES
& VUECREST
l/
SHORT PLAT
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19
20
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32
31+00 6, rr rr w 32 8.�5
� TRACT�G � _ � —
9d // F
30+00 30+40 30+80 31+20
VERTICAL DA TUM:
NAVD 88 PER CITY OF RENTON VERTICAL CONTROL
HORIZON TA DA TUM:
NAD 1983/91 PER CITY OF RENTON MONUMENTS.
UTILITY CROSSING NOTE:
rN
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
OUTILITY CROSSING, REFER TO C31 FOR DETAILS
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
31+60 32+00
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.
1 CITY COMMENTS, REVIEW 1
2 CITY COMMENTS, REVIEW 2
3 CITY COMMENTS, REVIEW 3
4 CITY COMMENTS, REVIEW 4
5 MYLARS
6 DRAFT AS—BUILTS
N0. REVISION
5
390
a A44
4
° SSMH 2
STA. 13+82.70, 4.80' R (SMITHERS) SSMH 12
STA. 40+09.38, 5.50' L (TRACT 'H) STA. 41+73.40, 5.5 L
° I RIM 3?6-967-374.78 RIM -e6-1: X1-384.18
8" lE IN 365.68(S), 365.69(E) 6" lE IN 4'Z6.06 (E) 74
8 /E OUT 365-66 (N) 365.55 8" IE OUT 8 ()„
14
y
L
.' d
13
— 41+00
166 IF
TRACT rrHrr,�° &
12
390
380
370
360
�IN
PVC
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STA. 30+53.07, 5.50' R
SSMH 11
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RIM x372.64
STA. 31+75.31, 6. 3'
8" lE IN 1- (E) 365.06
RIM 374&5fr378.3
o
8" lE OU T46 0. 9; (W)365.02
6" IE IN :9
8" IE OUT (�
370
30+00 30+40 30+80 31+20
VERTICAL DA TUM:
NAVD 88 PER CITY OF RENTON VERTICAL CONTROL
HORIZON TA DA TUM:
NAD 1983/91 PER CITY OF RENTON MONUMENTS.
UTILITY CROSSING NOTE:
rN
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
OUTILITY CROSSING, REFER TO C31 FOR DETAILS
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
31+60 32+00
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.
1 CITY COMMENTS, REVIEW 1
2 CITY COMMENTS, REVIEW 2
3 CITY COMMENTS, REVIEW 3
4 CITY COMMENTS, REVIEW 4
5 MYLARS
6 DRAFT AS—BUILTS
N0. REVISION
5
390
a A44
4
° SSMH 2
STA. 13+82.70, 4.80' R (SMITHERS) SSMH 12
STA. 40+09.38, 5.50' L (TRACT 'H) STA. 41+73.40, 5.5 L
° I RIM 3?6-967-374.78 RIM -e6-1: X1-384.18
8" lE IN 365.68(S), 365.69(E) 6" lE IN 4'Z6.06 (E) 74
8 /E OUT 365-66 (N) 365.55 8" IE OUT 8 ()„
14
y
L
.' d
13
— 41+00
166 IF
TRACT rrHrr,�° &
12
390
380
370
360
�IN
NQl
�^
�$
�M
N�
��
��
d
��
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�N
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°�°cd
mai
�O
30+00 30+40 30+80 31+20
VERTICAL DA TUM:
NAVD 88 PER CITY OF RENTON VERTICAL CONTROL
HORIZON TA DA TUM:
NAD 1983/91 PER CITY OF RENTON MONUMENTS.
UTILITY CROSSING NOTE:
rN
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
OUTILITY CROSSING, REFER TO C31 FOR DETAILS
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
31+60 32+00
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.
1 CITY COMMENTS, REVIEW 1
2 CITY COMMENTS, REVIEW 2
3 CITY COMMENTS, REVIEW 3
4 CITY COMMENTS, REVIEW 4
5 MYLARS
6 DRAFT AS—BUILTS
N0. REVISION
5
390
a A44
4
° SSMH 2
STA. 13+82.70, 4.80' R (SMITHERS) SSMH 12
STA. 40+09.38, 5.50' L (TRACT 'H) STA. 41+73.40, 5.5 L
° I RIM 3?6-967-374.78 RIM -e6-1: X1-384.18
8" lE IN 365.68(S), 365.69(E) 6" lE IN 4'Z6.06 (E) 74
8 /E OUT 365-66 (N) 365.55 8" IE OUT 8 ()„
14
y
L
.' d
13
— 41+00
166 IF
TRACT rrHrr,�° &
12
390
380
370
360
�IN
NQl
�^
�$
�M
N�
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d
00
of
40+00 40+40 40+80 41+20 41+60
NORTH
GRAPHIC SCALE
0 10 20 40
AS -BUILT
1 INCH = 20 FT.
HORIZONTAL "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS,
0 2.5 5 10 ELEVATIONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS,
ACCURA TFL Y REFLECTS EXISTING FIELD CONDI T7ONS AS DETERMINED
1 INCH = 5 FT. BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE:
VERTICAL 111212018.-
MAJ
/12/2018."MAJ 03.22.16 MAI SURVEYED: SCALE:
siS VERTICAL: NAVD 1988
DRAWN: DESIGNED: C T Y 0 E
MAJ 06.06.16 Mai AS NOTED HORIZONTAL: NAD 1983/183/1 991
MAS 08.25.16 Ma' Mai RENTON
MAJ 10.21.16. Mal
YLP ONE INCH N'���
MAJ 12.06.16 MAJ CHECKED AT FULL SCALE DA Planning�Building�Public Works Dept
MAJ 01.04.18 MAJ IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
BY DATE APPR MAJ
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
VUECREST ESTATES & VUECREST II
�( SANITARY SEWER PLAN AND PROFILE
UPJ
U15007217 / U15007232
DATE:
09.28.15
FI ELDBOOK:
PAGE:
DRAWING NO:
C29
SHEET: OF:
29 33
DRS PROJECT N0. 12102 R--qRQ77Q
S-389710