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A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
e END OF CURB , WL5) a SD•;��
(v "D.
RIM=22.06 IE=19.91, 8 D.I. N p2 s cnU��0 ��'a �i ti`�As
N IE=16.44, 6"PVC E x 2 titi' - SIDEWALK CURB CORNER . 1� ss I N:174,393.93 P�
IE=16.36, 6"PVC W N:174,368.55 $ T _ _ N:174,366.09 ����'�� E:1,2979595.31 END OF SIDEWALK ="
s 297,509.10 ss ' 12 %s
CURB 0-ARKIN�" N:174,344.69 a E:1,297,507.35 SE;,1, ' - ❑� 18 sA N:174,388.56
Nt CURB 23- E:1,297,481.28_ _ - _ ' CURB CORNER - _ - - - - - - - NG"
N:174 330.08 o so. CURB >s�� �' _ - oHP - E:1 297 596.51
E:1,297,379.01 N:174,333.00 so' a1 a - -' W N:174,361.93 ' N-174,370.58 ° ° CURB CORNER
N E• 11297,382.08� sD - N:174,361.83 E:1,297,529.11 \ a y 7.5' N:174,377.04
w in P, _e - W E:1 297,477.44 E:1,297,515.67 ° y y yyy -
L N:174 355.26 _
I DRIVEWAY ENTRANCE 3? ° ` �E:1,297,448.17 ° 6 W y Y y y y E:1,297,583.00N/OIL WATER SEPARATOR
N:174,340.47 - w a ° y y y A(� y y y y y y -CURB �IVhL)LE TO OPEN 2 OUTER LIDS
N:174,339.16 - E:1,297,382.26 6 °- - TYf �y r N:174,359.26 '8 _
o E:1,297,376.40 N: 174,345.44 - ASPHAL / - - - y y y y y
SIDEWALK CURB N:174,347.04 E:1,297,450.37- 9 ' y y E:1,297,586.99 FLE=21.78
JP N:174,341.62 V _ - 'o E:1,297,411.53 CURB 3 a ° 9' ° a6' I ' y y y y U JF' Uh VLRT. TEE=21.55,
E:1,297,362.28 _ _ s N:174 345.83 °° y y y y - y y JI BOTT. OF VERT. TEE=18.58, 12 PVC W
y 8 _ y IL. TOP OF PIPE=20.9f, 12"PVC E,
ss E:1,297,412.96 1 y y y y y y y CURB TO MEASURE IE
MATCH EXISTING ss y y g y >
SIDEWALK ❑7 12 ° y 15 1 y y y y y y 9 y' y 4 I R=10' y N:1 29754.68 )F STR 9.98
CT.=
o N:174,336.26 � a � ° crQ � y y y -_ 1E�y� y-y y y y 5° °9 1 5 R=S, y y .:: U E:1,297,589.38)F STRUCT.=17.53
E:1,297,_363.48 0 y y y y y y y y y y y y y y y a PARKING
CURB ° 5i 5 DA PARKING STALL STALL TYP.
N:174 330.48 6' - CURB 5 - I (TYP.)
1
4 I 8 1 ADA NO PARKING ZONE T"ZZ40402755
E:1,297,362.01.1 ° 8 y y _ N:174,348.63 �-� 8 I CURB
30 PARKING ti- ')PERTIES LLC
> P ,MATCH EXISTING-, y y y y =' R=1.5' �c E:1,297,506.87 I 11 I I I N:174,351.27
y y y } 17 1 T+ I STALL 1 y E:1,297,590.62
s 9 -� PEDESTRIAN y y
2 �' �I y I R=3' \ �5 9 CROSSING 1 5 �_ CURB 8 y y
w -r-�. ° ° - 2 N.174,348.27
61 1 II 1y 120' \ r E:1,297,518.74 y
1 , , i A
so 13 I R=4' 1 \
Fo �2- � 22.93 x , 2 „ yl I I \ SIDEWALK 10
N:174,321.86 213 - - - - �- - -CURB J y yl
N:174,343.41
ti . - - _ __ 5
x PAR ING E:1,297,411.32 CURB
I N:174 319.65 u E:1,297,514.18\ y
ASPHALT k 8 1' \ STAL (TY .) I SIDEWALK I E:1,297,503.79
n ° I N:174,316.99 CURB
-8 1 8 W i \ U I I E:1,297,406.20 N:174,317.60
03 �y I 17 E:1,297,505.74 y
2 yI I \ CURB CORNER 5 LANE STRIPE
y1 1 I \ I N:174,349.95 CURB CATED R'0 TON
8 I cn 10 E:1,297,512.73 N:174,260.32 - �8 VACITY OF REN68
I � [� E:1,297,537.90 L��--PER NANCE #46 p313
CURB SIN I I o I �R NO 1g9j0j1%
N:174,228.94 y ° a o, I- I 8 y 4 y REC.
E:1,297,378.01
�- y CURB CORNER
ly I SIDEWALK CURB
8.02, 12"CPP S i yR y N:174,271.70
CURB y N:174,264.75 N:174,258.41 �" y 2so¢ E:1,297,588.71
7 12 CPP W I E:1 297,404.95 y J y
N:174,246.96 y I E:1,297,536.33� �....1
E:1,297,360.01 I I _
CURB 10' BAY y y I BUILDING CORNER '� y v, BIB
SE
= 12.36 N:174,242.08 y 1 R=2' I N:174,265.34 CURB - y W I
E 1 297,354.89 y i- END OF CURB E:1,297,380.46 _ ' N:174,258.05 CURB" y y z
FORCEM,..:. i I N:174,229.74 'E:1,297,536.33 y PARKING
N:174 256.00
E:1,297,379.60 _ � E:1,297,538.28 5 TPN 33410402935
CURB R=4 ' RI 5 END OF CURB/BUILDING CORNER y y ST�LL (TYP.) BALLESTRASSE
y z ROY+RE*+GLORIA
N:174,218.13 N:174,217.35 1
E:1,297,366.27 , I y y
297,379.31
1, y E:1, � 20
y
8
I
m C) J
C) CURB 1 y ly y BUILDING CORNER y
N:174,210.84 y y y y l' N:174,216.65 y
E:1,297,359.45 -W y \ E:1,297,408.80 I '
El
y
F.F.=24.04
o kQp -R=L 75'
2
CURB
I I END OF CURB I R=3' / .` 23
STORM CATCH L I I y y
N:
N:174,206.77 174,206.36 BUILDING CORNER
TYPE I E:1,297,361.80 1 I, I E:1,297,379.04 N:174,165.89 CURB CORNER
RIM=23.66 N:174,192.58
IE=19.65, 12"CPP N I I / E:1,297,502.11 y y y y y
cr-I - i y y y y y y y y y E:1,297,554.76
IE=19.76, 12"CPP E I ` BUILDING CORNER I 4 y y y
IE=19.76, 12 CPP S Q r, BUILDING CORNER y y
IE=20.38, 6"PVC W o I �- N:174,164.16 1 N:174,161.99 ; j y y I CURB
Q) / I I ( E:1,297,407.54 E:1,297,498.01 1 y N:174,192.99
/ I I y E:1,297,537.77
CURB CORNER I
N:174,165.54 � y
> - SDI - I TYPI)1 4 �1 E:1,297,378.56 / a� - - �q0" CURB
y CURB CORNER / 1 I I 8 - N:174,190.06
STORM CATCH BASIN I I 20' y I N:174,144.74 / PARKING STALL 8 CURB E:1,297,534.70
TYPE 1 ASPh 5 I N:174,165.79
RIM=22.55 I y /E:1,297,383.07 10' 19 (/TYP• I E:1,297,534.15 _
IE=20.28, 6"PVC W � U 1 I y PAINT CORNER � � CURB R=5 �
IE=20.02, 12 CPP N I \ l 1
F N:174,162.31
13 [ y N:174,144.17 1 ��� E:1,297,532.63
o I 7 I y E:1,297,407.06 CMU ENCLOSURE b G
N:174,136.37 PAINT CORNER
CURB CORNER PARKING STALL (TYP.) 5 ' y y I- J E:1,297,416.89 N:174,142.20
y 8 - - E:1,297,489.04
N:174,110.38 c„ j) I I \ y I_ J ; 12" R=285.6' i E:1, 297,376.74 I y r-
y \ I
CURBz I 13 I_ J I 1
N:174,110.76 / 1 8 y oCD
\
E:1,297,360.01 y 13
CURB R=2' I y y y y <, I- W IN l y, CURB
N:174,108.86 5 y ?� , N:174,114.70
E:1,297,356.70 y y y. y y y y y 8 \I "WATER iWE E:1,297,493.17
CURB !l11 y /n. 8 s� RED "H R=20'
N:174,103.23 R_7 7 x 21 CURB
E:1,297,356.56 Q N:174,106.23
711 2 CMU ENCLOSURE CE:1,297,480.86
13 PER ARCH. PLANS L LL Q.
HALT CURB CMU ENCLOSURE, » '`� e` ` •
N:174,096.06 RKING
E:1,297,363.39� - CURB R=2' N:1297,4.51 oR)
CURB E:1,297,415.81
N:174,095.74 N:174,100.62 CURB 0.�
o�
r' 96
FE:1,297,376.89 E:1,297,382.01 N:174,090.03
- -23 R=5 E:1,297,408.31
TELEPHONE -
RISER , _ A!� NORTH
VH01 F
HORIZONTAL CONTROL/SITE PLAN (PRIVATE) HORIZONTAL SCALE: 1"=20'
20 0 20 40
SCALE: 1"=20'
SURVEYED: SCALE:
VERTICAL: NAVO 1988 •
DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 CITY OF
DKM/RJJ RENTON
• Call 811DRAWN: /
KLK DKM
ONE INCH DATU M
• ® two business days CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
DCD you dig APPROVED: IF NOT ONE INCH
before
y g N0. REVISION BY DATE APPR SCALE ACCORDINGLY
DCD
LEGEND
PROPOSED FEATURES -
ASPHALT PAVEMENT
CONCRETE
CAST -IN -PLACE CURB
X X
CHAINLINK FENCE
- - - - - -
GRADE BREAK
W
LANDSCAPING PER L1.00 AND L1.1C
GENERAL NOTES
1. SEE APPLICABLE SITE PLAN AND PAVING NOTES ON C2.2C
2. SEE L1.0 FOR PROPOSED PRIVATE LANDSCAPING RESTORATION. EXPOSED
SURFACES WILL BE COMPOST AMENDED PER DETAIL 200/C2.3C
3. ASPHALT PAVEMENT MARKING PAINT SHALL COMPLY WITH WSDOT
STANDARD SPECIFICATIONS 6-07 AND 9-08
4. ALL RADII DIMENSIONS ARE TO THE FACE OF CURB, WALL, FLOWLINE, OR
SIDEWALK, UNLESS OTHERWISE NOTED
5. CATCH BASIN STENCILING SHALL BE APPLIED AT ALL CATCH BASINS (WITH
A GRATE) IN PAVED AREAS PER CITY OF RENTON REQUIREMENTS
6. WHERE CONFLICTS OCCUR WITH PLACEMENT OF NEW FACILITIES, THEY
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BY THE
CONTRACTOR, AND WILL BE RESOLVED BY THE ENGINEER
KEY NOTES
1� INSTALL ASPHALT PER 201/C2.3C
INSTALL ASPHALT PAVEMENT JOINT PER DETAIL 202/C2.3C
3� INSTALL CONCRETE PAVEMENT PER DETAIL 203/C2.3C WITH 1' TROWELED
GRID AS SHOWN IN PLANS
4� INSTALL WHEEL STOP PER DETAIL 204/C2.3C
B� INSTALL PAINT MARKINGS AS NOTED
-SEE DETAIL 205/C2.3C FOR NO PARKING ZONE MARKINGS
-SEE DETAIL 206/C2.3C FOR ADA PARKING STALL MARKINGS
-SEE STD PLAN 127/C2.5C FOR PEDESTRIAN CROSSING MARKINGS
INSTALL ADA PARKING SIGN PER DETAIL 207/C2.3C
INSTALL CHAINLINK FENCE PER DETAIL 208/C2.3C
R____:�:_ INSTALL CAST -IN -PLACE CURB PER DETAIL 220/C2.4C
INSTALL CONCRETE SIDEWALK PER STD PLAN 102/C2.3C
10 INSTALL CONCRETE ISOLATION JOINT AT BUILDING PER DETAIL 221 /C2.4C
11 INSTALL STRUCTURE PER STRUCTURAL PLANS
12 INSTALL TYPE 1 CEMENT CONCRETE DRIVEWAY ENTRANCE PER STD PLAN
104/C2.5C
13 INSTALL VEHICULAR SWING GATE PER DETAIL 209/C2.3C
14 INSTALL CURB AND GUTTER PER STD PLAN 101/C2.5C
15 BIKE RACK PER ARCHITECTURAL (MINIMUM 7 STALLS)
16 INSTALL CRUSHED SURFACE TOP COURSE AS NEEDED. FEATHER TO MATCH
EXISTING.
17 INSTALL ROLLED CONCRETE CURB PER DETAIL 211 /C2.3C
�DC 40sitts&hill
4 C rJ1 CIVIL I STRUCTURAL I SURVEY
4815 CENTER STREET I TACOMA, WA. 98409
V PHONE: (253) 474-9449 I FAX: (253) 474-0153
http://www.sittshill.com/
Project No.: 19480 Project Mgr.: DCD
46449 4
Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
SIpNpL 1��
4M. R-422935
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Wanders 05/08/2023
BROTHERTON CADILLAC - RENTON
HORIZONTAL CONTROL/SITE PLAN
(PRIVATE)
DATE:
FIELDBOOK:
PAGE:
DRAWING NO:
C2.00
SHEET: OF:
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