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NE 16TH ST
20
EMERGENCY ACCESS
EASEMENT REC. NO.
20051201000097 I
25' REAR YARD
SETBACK (TYP.)
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ACCESS EASEMENT REC. in
NO. 20060914001333 N O
21 N87'49' i "W 330.64' 0 22
CR -
V 1 • • X
SE 114 SECTION J., TOWNSHIP 23 N, RANGE 5 E, W.M.
� � I
PRPN/ AR TYPE B
MAER RANCH
CURB RAMP. SEE DETAIL
ON S EET C7 (TYP.)
10' SLOPE & TEMPORARY
CONSTRUCTION EASEMENT REC. I
NO. 20060808001642 U')
�_3 I t I
2 -
_k46 90.34' `
V` 89.68'4
A I �-- 25- R:�. w--
DEDI CA TION
STREET SETBA K
24 25 25+49.
-ADA COMPLIANT SIDEWALK
TIEDOWN RAMP, SEE DETAIL
SHEET C7
to
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rs�IL=3960(TYP.)
00 R125.00'
L_34.60 N
9,848 SFR=2�.00I o
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30' FRONT YARD I I 9,150 S F.
I SETBACK TYP. CIOI I
-1' T5.OD' J v
5'-SIIIE�'ARD� (- - - - - - N
-1
I SETBACK (TYP.)I ' o I I N
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72
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2
I I I I 8, S F 050 I ^ TRACT
8,050 S F.
, I -I-
�s.5o I I AIt
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26.50'
I ( I I STORM
LI DRA/NAGE
7T5Z70"- 10,496 S.F. I
1-13 UNIT (TYPE IV)
N.D. C.B.U. MAILBOX
N. D. C. B. V. L OCA TION
SEE DETAIL SHEET C7
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31.50'
toI-
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REC. NO. 7609140487 I
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2
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15' EASEMENT
REC. NO.
20140306000025
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Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
�g A. JOU
WASNI�G,�f
'0� HOLDINGS LLC
TABLE
FOUND STONE MONUMENT
R = 25.00'
'► ' I
'
MONUMENT CASE
w
CONSTRUCTION
R = 25.00'
E. QTR. CORNER
I
I
.�
FOUND STONE MONUMENT
I I
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0
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,
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8,075 S.F.
I
13.00' R
5
LO
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8,115 S. F.
N. LINE SE. 1/4, SE 1 /4o
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SEC. 3-23-5
• v
I
I
I_ - -
y
3
v
• ccs
L J
SEC. 3-23-5
-a
I I
WITH PUNCHED BRASS PLUG,
L 12
I
�
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148.81
12+67.79,
I I
11
4'
•, I
I
I 4
I I
11 +22.39,
VER TI CAL DA TUM:
I
10 I
I
10, 985 S.F.
I
i NA VD 88, PER CITY OF RENTON VERTICAL CONTROL.
TRACT "A" (MA/NTANENCE)
10, 769 S.F.
I
I
I
w
C15
10 UTILITY
1. CITY OF RENTON CONTROL POINT NO. 1845. SE. CORNER SEC.
3-23-5. FOUND CONCRETE MONUMENT W77-1 PUNCHED BRASS PLUG,
C16
DOWN 1.7; IN MONUMENT CASE. ELEVATION = 467.76 FEET.
EASEMENT
26.5----77.98'----�
904547"
16.50'
I I
I
IN
L
MONUMENT CASE. . ELEVATION = 327.71 FEET.
L-
--------
BASIS OF BEARINGS:
I
N87'49'01 W 1311711 All
I
I
I
®
-'70 r I
1-13 UNIT (TYPE IV)
N.D. C.B.U. MAILBOX
N. D. C. B. V. L OCA TION
SEE DETAIL SHEET C7
I
. I
I I
I
31.50'
toI-
I
M I
N
I
. w
I
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r ^ 30' INGRESS, EGREES,
� I
V� UTILITY EASEMENT
REC. NO. 7609140487 I
IW z
.- 3
2
C!�
G
o I
.I
. I
I I
15' EASEMENT
REC. NO.
20140306000025
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
�g A. JOU
WASNI�G,�f
'0� HOLDINGS LLC
I
I v
I
IDEED NO.
7207120398
I
00
II
I
I5' WATER MAIN
ASEMENT REC. NO.
\ 6261949
I�
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� RS�
DEED NO
6468344
1
01
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C.O.R. PT #2097---,..,,'
TABLE
FOUND STONE MONUMENT
R = 25.00'
'► ' I
'
MONUMENT CASE
w
CONSTRUCTION
R = 25.00'
E. QTR. CORNER
9 I
SEC. 3-23-5
.�
FOUND STONE MONUMENT
5
. ' o
10, 073 S. F. I
N. LINE SE. 1/4 SEC. 3-23-5 2
N
co
13.00' R
5
LO
N
N t(0
N. LINE SE. 1/4, SE 1 /4o
N
SEC. 3-23-5
z
N87'49'01 "W 991.91' ""-
C.O.R. PT #1845
NE. CORNER---.-/
14+74.75,
SE. 1/4, SE 1/4
FOUND CONCRETE MONUMENT
SEC. 3-23-5
-a
I I
WITH PUNCHED BRASS PLUG,
L 12
13+ 7J. 75,
13.00' L
DOWN 1.7_, IN MONUMENT CASE
148.81
12+67.79,
I
11
N08'05'21 "W
12+36.06,
NAD1983/91 PER CITY OF RENTON MONUMENTS.
12
I I
11 +22.39,
VER TI CAL DA TUM:
13
C13
10+91.39,
i NA VD 88, PER CITY OF RENTON VERTICAL CONTROL.
TRACT "A" (MA/NTANENCE)
9,982 S F. I
23+54.83,
BENCHMARK:
TA TION/NG IS ALONG FLOWL/NE OF CURB
C15
18.59
1. CITY OF RENTON CONTROL POINT NO. 1845. SE. CORNER SEC.
3-23-5. FOUND CONCRETE MONUMENT W77-1 PUNCHED BRASS PLUG,
C16
DOWN 1.7; IN MONUMENT CASE. ELEVATION = 467.76 FEET.
25.00
904547"
C17
I I
I
IN
.J
MONUMENT CASE. . ELEVATION = 327.71 FEET.
L-
BASIS OF BEARINGS:
N1'25'28"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF SE 1/4, SEC. 3-23-5
I
I
I
I
I
NORTH
26.5q'
GRAPHIC SCALE
i •
0 25 50 100
\\
O
I
MYLAR
cn
07.13.15
9,982 S. F.
N
SCALE:
VERTICAL- NAVD 1988
t42.-60
w
N
�. :; •
I
z
16
'Qso,so.
1, 731 JS.F. GROSS
88 S F. NET
18,
h
W8
(�O
�4.
i
5 I
Ns
N
(
,§,/311 S. F. GROSS
W
8,594 S.F. NET I
I
119
I
IN87'49
01 W 8Q
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IDEED NO.
7207120398
I
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II
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I5' WATER MAIN
ASEMENT REC. NO.
\ 6261949
I�
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� RS�
DEED NO
6468344
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C.O.R. PT #2097---,..,,'
TABLE
FOUND STONE MONUMENT
R = 25.00'
WITH FAINT X, DOWN 1.7', IN
'
MONUMENT CASE
w
CONSTRUCTION
R = 25.00'
E. QTR. CORNER
N o
SEC. 3-23-5
.�
FOUND STONE MONUMENT
o cv
NTH FAINT X
z
N. LINE SE. 1/4 SEC. 3-23-5 2
N
co
13.00' R
5
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N
N t(0
N. LINE SE. 1/4, SE 1 /4o
N
SEC. 3-23-5
z
N87'49'01 "W 991.91' ""-
C.O.R. PT #1845
NE. CORNER---.-/
14+74.75,
SE. 1/4, SE 1/4
FOUND CONCRETE MONUMENT
SEC. 3-23-5
14+04.75,
% AS NOTED HORIZONTAL: NAD 1983/1991
D.R. STRONG DESIGNE MAJ
CONSUL TING ENGINEERS DRAWN:
c
ENGINEERS PLANNERS SURVEYORS ONE INCH DATM
CHECKED: AT FULL SCALE
kw IF NOT ONE INCH
620 - 7TH AVENUE, KIRKLAND, WA 98033 N 0 . R EV I S I 0 N BY DATE AP P R APPROVED: SCALE ACCORDINGLY
O 425.827.3063 F 425.827.2423 kw
URB RETURN
TABLE
RAMP NO. RAMP
R = 25.00'
6.00' TEMPORARY
A = 112'18'39„
1
I N
CONSTRUCTION
R = 25.00'
CR -2
A = 23'4'26"
EASEMENT
L = 10.07'
3
w
CR -3
A = 90045'47"
I
N
12+61.91,
13.00' R
5
LO
N
16+16.26,
49.88' R
6
O
z
15+90.58,
65.96' L
C.O.R. PT #1845
100.26
14+74.75,
13.00' L
FOUND CONCRETE MONUMENT
NO 1 '25'12 "E
14+04.75,
13.00' L
WITH PUNCHED BRASS PLUG,
L 12
13+ 7J. 75,
13.00' L
DOWN 1.7_, IN MONUMENT CASE
148.81
12+67.79,
I
I
I
I
I
HORIZON TA DA TUM.-
UM:NAD
11
N08'05'21 "W
12+36.06,
NAD1983/91 PER CITY OF RENTON MONUMENTS.
12
L 16
11 +22.39,
VER TI CAL DA TUM:
13
C13
10+91.39,
i NA VD 88, PER CITY OF RENTON VERTICAL CONTROL.
TRACT "A" (MA/NTANENCE)
C14
23+54.83,
BENCHMARK:
TA TION/NG IS ALONG FLOWL/NE OF CURB
C15
18.59
1. CITY OF RENTON CONTROL POINT NO. 1845. SE. CORNER SEC.
3-23-5. FOUND CONCRETE MONUMENT W77-1 PUNCHED BRASS PLUG,
C16
DOWN 1.7; IN MONUMENT CASE. ELEVATION = 467.76 FEET.
25.00
904547"
C17
i 2. CITY OF RENTON CONTROL POINT NO. 2097. NE. CORNER SEC.
3-23-5. FOUND STONE MONUMENT WITH FAINT X, DOWN 1.7'.
IN
MONUMENT CASE. . ELEVATION = 327.71 FEET.
BASIS OF BEARINGS:
N1'25'28"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF SE 1/4, SEC. 3-23-5
I
I
I
I
I
NORTH
GRAPHIC SCALE
0 25 50 100
1 INCH = 50 FT.
MYLAR
1 `P
07.13.15
SURVEYED:
SCALE:
VERTICAL- NAVD 1988
% AS NOTED HORIZONTAL: NAD 1983/1991
D.R. STRONG DESIGNE MAJ
CONSUL TING ENGINEERS DRAWN:
c
ENGINEERS PLANNERS SURVEYORS ONE INCH DATM
CHECKED: AT FULL SCALE
kw IF NOT ONE INCH
620 - 7TH AVENUE, KIRKLAND, WA 98033 N 0 . R EV I S I 0 N BY DATE AP P R APPROVED: SCALE ACCORDINGLY
O 425.827.3063 F 425.827.2423 kw
URB RETURN
TABLE
RAMP NO. RAMP
R = 25.00'
CR -1
A = 112'18'39„
1
L=49.00'
10+95.15,
R = 25.00'
CR -2
A = 23'4'26"
11+26.15,
L = 10.07'
3
R = 25.00'
CR -3
A = 90045'47"
4
L = 39.60'
DRI VEWA Y
TABLE
RAMP NO. RAMP
L O T NO.
1
DRI VEWA Y q STA.
1
2
10+95.15,
13.00' R
2
1 10+19.21,
11+26.15,
13 00' R
3
L4
12+32.59,
13.00' R
4
3.73
12+61.91,
13.00' R
5
N71 '32'36 "E
16+16.26,
49.88' R
6
L8
15+90.58,
65.96' L
7
100.26
14+74.75,
13.00' L
8
NO 1 '25'12 "E
14+04.75,
13.00' L
9
L 12
13+ 7J. 75,
13.00' L
10
148.81
12+67.79,
13.00' L
11
N08'05'21 "W
12+36.06,
12.99' L
12
L 16
11 +22.39,
13 00' L
13
C13
10+91.39,
13.00 L
TRACT "A" (MA/NTANENCE)
C14
23+54.83,
11.50' R
TA TION/NG IS ALONG FLOWL/NE OF CURB
ADA
RAMP TABLE
RAMP NO. RAMP
STA.
1
23+ 73.81,
11.50' R
2
10+ 19.21,
15.52' L
3
1 10+19.21,
20.44'-R
O 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 C7
MONUMEN T STA TION/NG SCHEDULE
01 21+91.51, 0.72' L (NE 16TH ST.) = 9+99.28 (ROAD A)
Q 12+22.22 (ROAD A)
0 12+42.96 (ROAD A)
® 13+ 43 23 (ROAD A)
5❑ 13+63.98 (ROAD A)
NO TE:
10 STREET SIGN PER CITY OF RENTON STD. PLAN G013 SEE SHEET C7 FOR DETAIL SEE SHEET C17
FOR LOCA TION
DRAWINGS NOT APPROVED
FOR CONSTRUCTION UNLESS
STAMPED OR SIGNED APPROVED
BY THE REVIEWING AGENCY
CITY OE
RENTON
Planning/Building/Public Works Dept.
UNE TABLE
z
UAE
Lm7H
BEMM
Ll
380.64
N87'49'03 "W
L2
222.94
N01 '25'12 "E
L3
100.26
N08'05'21 "W
L4
497.60
N01 '25'12 "E
L5
3.73
N88'40'40"W
L6
5.25
N71 '32'36 "E
L 7
85.04
N87'49'01 "W
L8
166.57
NO1025'12"E
L9
100.26
N08'05'21 "W
L10
180.91
NO 1 '25'12 "E
L11
24.01
NO 1 '25'12 "E
L 12
1.93
NO 1 '25'12 "E
L13
148.81
NO 1 '25'12 "E
L 14
100.26
N08'05'21 "W
L 15
185.21
NO 1 '25'12 "E
L 16
147.80 1
N87'49'01 "W
DRAWINGS NOT APPROVED
FOR CONSTRUCTION UNLESS
STAMPED OR SIGNED APPROVED
BY THE REVIEWING AGENCY
CITY OE
RENTON
Planning/Building/Public Works Dept.
R-383503
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: Date: i ` (r
BY: Date:
BY: Date:
BY: Date:
MAERTINS RANCH I 01.20.2015
HORIZONTAL AND VERTICAL CONTROL PLAN PAGE:
ORAWMG N0:
C3
PERMITS: U15-001308, 615-000196 SHEET: J 2 OF: 20
DRS PROJECT N0. 14103 IAI-ININININIAIA
D
z
CURVE TARE
z
CURVE
LENGTH
RADIUS
DEL TA
C1
20.75
125.00
9'30'34"
C2
20.75
125.00
9'30'34"
C3
6.90
20.00
1904645"
C4
9.01
25.00
20',38"24"
C5
49.00
25.00
112.18'39 "
C6
22.90
138.00
9'30'34 "
C7
18.59
1 112.00
9'30'34 "
C8
13.53
25.00
31@00'10"
C9
48.70
45.00
62000'20"
CIO
13.53
25.00
31 '00'10"
C11
33.50
25.00
76'47'13"
C12
120.62
45.00
153'3427"
C13
33.50
25.00
76'47'13"
C14
22.90
138.00
9'30'34"
C15
18.59
112.00
9'30'34"
C16
39.60
25.00
904547"
C17
10.07
25.00
2J426"
R-383503
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: Date: i ` (r
BY: Date:
BY: Date:
BY: Date:
MAERTINS RANCH I 01.20.2015
HORIZONTAL AND VERTICAL CONTROL PLAN PAGE:
ORAWMG N0:
C3
PERMITS: U15-001308, 615-000196 SHEET: J 2 OF: 20
DRS PROJECT N0. 14103 IAI-ININININIAIA
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