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r, SW 1 4 SECTION 9, TOWNSHIP 23 A RANGE 5 E, W.M.
N 9
oFOUND STONE MONUMENT WITH
M LEAD AND TACK IN MONUMENT THE PINES
I FOUND 4-112"0 CONCRETE CASE, DOWN 2.2' A T THE
MONUMENT WITH LEAD AND TACK INTERSECTION OF MONROE AVE (TO VERTICAL DATUM:
IN MONUMENT CASE, DOWN 0.4' THE SOUTH) AND NE 12TH ST.
NA VD 88 PER CITY OF RENTON VERTICAL CONTROL
AT THE INTERSECTION OF MONROE (STA. 6+69.57)
I AVE AND NE 10TH ST.
(STA. 2J+32.62) BENCHMARK:
Q „ 1. CITY OF RENTON CONTROL POINT NUMBER 1889, FOUND 'PK" NAIL 225 FEET± EAST OF THE
M FOUND 4-112"0 CONCRETE INTERSECTION OF NE. 10TH STREET AND OLYMPIA AVE. NE. IN AERIAL PANEL, ELEVATION = 42793 (�
W MONUMENT KITH LEAD AND TACK FEET. 0)
I- N IN MONUMENT CASE, DOWN 0.5:
AT THE INTERSECTION OF MONROE 2. CITY OF RENTON CONTROL POINT NUMBER 1843, FOUND CONCRETE MONUMENT WITH 1/8" BRASS Ln
AVE AND NE 97H ST. PIN DOWN 1.1' IN MONUMENT CASE AY THE INTERSECTION OF NE. 12TH ST. AND MONROE AVE. (TO THE
N (STA. 25+87.93)
NORTH), ELEVATION = 425.15 FEET. 0
BASIS OF BEARINGS: 0
I N06 00'14'E BETWEEN CITY OF RENTON CONTROL POINT NUMBER 102 AND NUMBER 1843
- - LOT CONFI GURA TION NOTE:
— LOTS 3, 8, AND I3 WILL PROVIDE A 25' FRONT BSBL, LOTS 5 AND 6 WILL PROVIDE A 15' FRONT BSBL
UJ UTILIZING (3) A FRONT YARD SETBACK VARIATION TO SATISFY THE LOT CONFIGURATION REQUIREMENT
LJJ €
FOR R-8 ZONING PER RMC 4-2-115, SECTION E. REQUIREMENTS.
z i l 30
n ( _'
DRI VEWA Y TABLE
LOT NO.
DRIVEWAY C STA.
1
11+2774
2
11+55.74
3
12+50.02
4
12+78.02
5 & 6
13+95.33, 48' L '
7
14+79.50
8
14+85.78
9
14+22.14
10
13+94.14
11
12+99.86
12
12+71.86
13
11+77.58
14
11+49.58
TRACT D
10+88.94
ADA
RAMP TABLE
RAMP NO. RAMP q STA.
1
28+69.04, 22.61' L
2
28+68.97, 21.85' L
3
10+44.83, 14.76' L
4
10+45.06, 12.2 1 ' R
5
13+81.05, 24.08' L
6
14+09.69, 2390'11
S,Uul ar.
iI 5, 002 S.F. �X RAMP NO.
s° L - - _ - I I I I STATIONING IS ALONG FLOWLINE OF CURB
77 7-7i -- L-------- ----- --J I -------- ---- I I J L ADA RAMPS PER WSDOT STD. PLAN
t. -----
----J 5
C)
C)
0
I--- - 1 - -- - - - - F-40.15-02 & F-4 .10-01
I
SEE DETAIL, SHEET C8 MEASURED ALONG FLOWLINE OF CURB
63.80' 61.14' 61.14'
61.14'61.14' 61.14°
61.14' 62.30'
N88 36'41 "W 498.65'
t 30 ilz
I
I
a _
0 18 -INCH CONCRETE RIBBON
0 o ON NORTH SIDE OF
�o O
+ HAMMERHEAD
0
o
N
� 20.00'
N(RTH
o0 5.00 GRAPHIC SCALE
R,2 20' FRONT 0 20 30 60
YARD SETBACK
o I a
z o
(TYP�.)I 1 INCH-
30 FT.
5' SIDE YARD
R-3927-03
�
SETBACK (TYP.) C
� FOUND 4X4 CONCRETE FOUND 4-112"0 CONCRETE ." � \ I� I I APPROVED r O R CONSTRUCTION
o MONUMENT WITH LEAD AND MONUMENT WITH LEAD AND TACK �� \/ p I I APPR
ml TACK IN MONUMENT CASE, IN MONUMENT CASE, DOWN 0.4: I / p
Q \ �, I I SUBJECT TO ERRORS AND OMISSIONS
DOWN 1.1' 16 NORTH OF THE AT THE INTERSECTION OF MONROE
INTERSECTION OF MONROE AVE o AVE AND NE 87H ST.
° AND NE 7TH CT, ON THE( ap STA. 32+22.57) - --�1- - 15+00 I
% CENTERLINE OF MONROE AVE. - -
BY. DATE.
(STA. 33+30.64)
FOUND 1-112" BRASS DISKIN 45.00' - - 112.95' 20' REAR BY: - DATE:
Q / YARD SETBACK
CONCRETE MONUMENT WITH X o
AND PUNCH IN MONUMENT CASE, N a (TYP.)
' a BY: BATE:
3 DOWN 0.7. AT THE INTERSECTIONg
OF MONROE AVE AND NE 4TH ST. 7-= , ' a < 777
a .AS BUILTa�s .
O
7�
L
p (STA. 59+67.37)bi
16 NO AS -BUIL T /NFORMA TION ON THIS SHEET. � BY: DATE:
"I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS HAMMERHEAD DETAIL _ TYPICAL BSBL z
0
0
0
0
0
N
w
a
z
DRS PROJECT NO. 16007
R = 35.00'
CR— 1
A = 88'30'41 "
L = 54.07'
R = 35.00,
CR -2
A = 114'29'08"
L = 69.94'
R = 15.00'
CR -3
A = 23426"
L = 6.04'
R = 25.00'
CR -4
A = 90 00'00"
L = 39.27'
R = 25.00'
CR -5
A = 90.00'00"
L = 39.27'
I--- - 1 - -- - - - - F-40.15-02 & F-4 .10-01
I
SEE DETAIL, SHEET C8 MEASURED ALONG FLOWLINE OF CURB
63.80' 61.14' 61.14'
61.14'61.14' 61.14°
61.14' 62.30'
N88 36'41 "W 498.65'
t 30 ilz
I
I
a _
0 18 -INCH CONCRETE RIBBON
0 o ON NORTH SIDE OF
�o O
+ HAMMERHEAD
0
o
N
� 20.00'
N(RTH
o0 5.00 GRAPHIC SCALE
R,2 20' FRONT 0 20 30 60
YARD SETBACK
o I a
z o
(TYP�.)I 1 INCH-
30 FT.
5' SIDE YARD
R-3927-03
�
SETBACK (TYP.) C
� FOUND 4X4 CONCRETE FOUND 4-112"0 CONCRETE ." � \ I� I I APPROVED r O R CONSTRUCTION
o MONUMENT WITH LEAD AND MONUMENT WITH LEAD AND TACK �� \/ p I I APPR
ml TACK IN MONUMENT CASE, IN MONUMENT CASE, DOWN 0.4: I / p
Q \ �, I I SUBJECT TO ERRORS AND OMISSIONS
DOWN 1.1' 16 NORTH OF THE AT THE INTERSECTION OF MONROE
INTERSECTION OF MONROE AVE o AVE AND NE 87H ST.
° AND NE 7TH CT, ON THE( ap STA. 32+22.57) - --�1- - 15+00 I
% CENTERLINE OF MONROE AVE. - -
BY. DATE.
(STA. 33+30.64)
FOUND 1-112" BRASS DISKIN 45.00' - - 112.95' 20' REAR BY: - DATE:
Q / YARD SETBACK
CONCRETE MONUMENT WITH X o
AND PUNCH IN MONUMENT CASE, N a (TYP.)
' a BY: BATE:
3 DOWN 0.7. AT THE INTERSECTIONg
OF MONROE AVE AND NE 4TH ST. 7-= , ' a < 777
a .AS BUILTa�s .
O
7�
L
p (STA. 59+67.37)bi
16 NO AS -BUIL T /NFORMA TION ON THIS SHEET. � BY: DATE:
"I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS HAMMERHEAD DETAIL _ TYPICAL BSBL z
0
0
0
0
0
N
w
a
z
DRS PROJECT NO. 16007