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= 12.36
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STORM CATCH BASIN
TYPE I
RIM=23.66
IE=19.65, 12 "CPP N
IE=19.76, 12 "CPP E
IE=19.76, 12 "CPP S
IE=20.38, 6"PVC W
STORM CATCH BASINfi
TYPE I
RIM=22.55
IE=20.28, 6"PVC W
IE=20.02, 12"CPP N
A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY WASHINGTON
SIDEWALK CURB LEGEND
N:174,393.93
RIM=22.06 "D. o �a _, �� so.; e �- E:1,297,595.31 ' PROPOSED FEATURES-
IE=19.91, 8I. N �02 ti s so __ w � s v 2�As
IE=16.44, 6"PVC E x ti' so ° _ w - i'
IE=16.36, 6"PVC W AS HALT w �`L� 12 g�. AS =� ASPHALT PAVEMENT
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„NO PARKING" _ a i I / ss I _ - - - - - 16 GAS - HP
o� w 12TH ' _ - CONCRETE
23 a so. _ - - �N_ _ s GAS - aHP' CE ' „NO PARKING"
- a S ■ " " ss �' 14 - GA LINK FEN CAST -IN -PLACE CURB
BP wisp i ,w -,-w SS �22� _GAS 75 CHAIN -
a - 2� -
eP� 23 - x,STORM VAULT W/OIL WATER SEPARATOR �CX CHAINLINK FENCE
S9 SS-
- w - - -� 3 LIDS. UNABLE TO OPEN 2 OUTER LIDS
_w=----22--- - 55� � o � E GRADE BREAK
ASPHALT 2 TEL RIM=24.08
TOP OF BAFFLE=21.78
- SS -� / / TEL L L ° • • LANDSCAPING PER L1.0C AND L1.1 C
ss L ;I. U TOP OF VERT. TEE=21.55,
s �22 z BOTT. OF VERT. TEE=18.58, 12 PVC W
Xssir ' QE - ti� TOP OF PIPE=20.9f, 12"PVC E,
UNABLE TO MEASURE IE
ti15 L / WATER LEVEL=19.98
4
TE4EL _ _ / Q BOTT. OF STRUCT.=17.53 GENERAL NOTES
TE4EL
2`6 L 213 I 1. SEE APPLICABLE SITE PLAN AND PAVING NOTES ON C2.2C
x tip. 22 I I \ \ I // o� TPN 3340402755 I 2. SEE L1.0 FOR PROPOSED PRIVATE LANDSCAPING RESTORATION. EXPOSED
75• AZULq PROPERTIES LLC I SURFACES WILL BE COMPOST AMENDED PER DETAIL 200/C2.3C
�n S (IS (]S as QS S I ; ; \ \ \\ o / I 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
\ ---- 0 /
\ �----------------- o \ /I I SIDEWALK, UNLESS OTHERWISE NOTED
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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
\ I SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BY THE
\ I I / \ CONTRACTOR, AND WILL BE RESOLVED BY THE ENGINEER
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VACATED R'R W'
�' - ' NTON -
S 8 PER C TY 0 #4668 13 KEY NOTES
�RDINA 1997071503
- REC. NO. _ ' 1� INSTALL ASPHALT PER 201/C2.3C
/ 24
INSTALL ASPHALT PAVEMENT JOINT PER DETAIL 202/C2.3C
Cn
2s0¢ 3� INSTALL CONCRETE PAVEMENT PER DETAIL 203/C2.3C WITH 1' TROWELED
GRID AS SHOWN IN PLANS
HOSE
I BIB 4� INSTALL WHEEL STOP PER DETAIL 204/C2.3C
too \ o I
y;l` I 5� INSTALL PAINT MARKINGS AS NOTED
\ Y TPN 334I0402935 I SEE DETAIL 205/C2.3C FOR NO PARKING ZONE MARKINGS
\ z BALLESTRASSE -SEE DETAIL 206/C2.3C FOR ADA PARKING STALL MARKINGS
\ ? ROY+REi+GLORIA -SEE STD PLAN 127/C2.5C FOR PEDESTRIAN CROSSING MARKINGS
B� INSTALL ADA PARKING SIGN PER DETAIL 207/C2.3C
INSTALL CHAINLINK FENCE PER DETAIL 208/C2.3C
\ / \ I I I INSTALL CAST -IN -PLACE CURB PER DETAIL 220/C2.4C
I ;..
\ / RD fig•.: I INSTALL CONCRETE SIDEWALK PER STD PLAN 102/C2.3C
TT 10 INSTALL CONCRETE ISOLATION JOINT AT BUILDING PER DETAIL 221 C2.4C
INSTALL STRUCTURE PER STRUCTURAL PLANS
INSTALL TYPE 1 CEMENT CONCRETE DRIVEWAY ENTRANCE PER STD PLAN
104/C2.5C
INSTALL VEHICULAR SWING GATE PER DETAIL 209/C2.3C
35"
14 INSTALL CURB AND GUTTER PER STD PLAN 101/C2.5C
15 BIKE RACK PER ARCHITECTURAL (MINIMUM 7 STALLS)
/ \\ CIN a21 a21 aiI 4� - - - _ 40„ 16 INSTALL CRUSHED SURFACE TOP COURSE AS NEEDED. FEATHER TO MATCH
�. � - EXISTING.
7&8" OAK - 17 INSTALL ROLLED CONCRETE CURB PER DETAIL 211 /C2.3C
42"
"WATER LINE"
3 I -
Sp J SD RED "HAZARD"
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HALT _ x tititi "NO PARKING"AOP ;
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1196
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TELEPHONE
RISER
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HORIZONTAL CONTROL/SITE PLAN (PUBLIC)
SCALE: 1"=20'
SURVEYED:
DESIGNED:
DKM/RJJ
• Call 811 DRAwN. KLK/DKM
• ® two business days CHECKED:
DCD
before you dig NO. REVISION BY DATE APPR APPROVED:
DCD
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUV
NORTH
HORIZONTAL SCALE: 1"=20'
20 0 20 40
CITY OF
R
RENTON
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Planning/Building/Public Works Dept.
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46449 4
SSf�NAL
sitts&hill
I
CIVIL I STRUCTURAL I SURVEY
4815 CENTER STREET I TACOMA, WA. 98409
PHONE: (253) 474-9449 I FAX: (253) 474-0153
http://www.sittshill.com/
Project No.: 19480 Project Mgr.: DCD
Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
R-422936
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Wanders 05/08/2023
BROTHERTON CADILLAC - RENTON
DATE:
FIELDBOOK:
PAGE:
HORIZONTAL CONTROL/SITE PLAN C2. 1 C
(PUBLIC) SHEET: 10 OF: 9
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