HomeMy WebLinkAboutR-422910WALKWAY
G) N:174,339.41
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(�J SANITARY SEWER MANHOLE ti`L 1I 297120.93 3 0
TYPE ll CURB AND GUTTER END I U)
O' RIM=21.49 N:174,337.07
IE=14.65, 8 PVC N E:1,297,115.87n�.4
t IE=14.75, 8"PVC E
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N:174,274.83
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E:1,297,061.59 " '� N:174,262.56 l
tit ' E-11297,065.41 *- 2
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N:174,263.88 6 SD CID„ SD N tio9
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9404079012 WALKWAY E I
OR, NOT FOI N:174,260.02-28
02,18'CP° I x 3 „
E:1,297,059.53_ CURB AND GUTTER START '7
-17.46, 1 CP N:174,270.86
WALKWAY 17.35, 2"CIA E:1,297,112.691
N:174,258.70 �•
CATCH BASIN�� TWALKWAY TEL . nl
E:1,297,064.36- 1 N:174,263.03
RIM=20.93 E:1,297,111.44 3
IE=18.16, 18"CPP N
IE=18. 33, 12 "CPP E l xOblobIE=18.19, 18"CPP Wa
STORM CATCH BASIN
TYPE I
RIM=20.48
IE=19.30, 8"DI S
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STORM CATCH BASINI
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RIM=21.65 �, � � �
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IE=18.54, 12"CPP NW I N:174,150.84
E:1,297,108.57
STORM CATCH BASIN I I 0 PARK
TYPE I
RIM=20.62 a x
IE=19.03, 8"DI N
IE=18.69, 12"DI SE I x
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IE=18.70, 12"DI NIN 1 `�
STORM CATCH BASIN
TYPE I U
RIM=23.25
IE=17.89, 12"CPP N g1 X 1 x l j
IE=17.86, 12"CPP SW 0. II _
SANITARY SEWER MANHOLE I Q
TYPE II
RIM=22.92
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S.W. 13TH ST,
JHIRDAVE
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STORM CATCH BASIN I �'
TYPE 1
RIM=22.71 0 56
IE=16.69, 18"CMP N x
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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
1 ASPHALI
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4 " i SS as ;:; •.. / 1 2 RIM=23.23
6 ss 15>' MA IE=17.07, 6"PVC E
2 PLE
IE=17.01, 6"PVC S
SS Ss :.a ,G E Ap�E15" MAPLE ,24 I 'IE=17.19, 8"PVC W
Ss ' ....:..., �14 M _ NO PARKING
22 / T23"�NO PARKING" _ VACATEDYR. RENTON
CIT10
ORPERDIN NCE199606140284
z4.o4 L° ' REC.
STORM CATCH BASIN
TYPE I
HORIZONTAL CONTROL/SITE PLAN (PUBLIC)
SCALE: 1 "=20'
• Call 811
• m two business days
before you dig NO.
REVISION
SURVEYED:
DESIGNED:
DKM/RJJ
DRAWN:
KLK/DKM
CHECKED:
DCD
BY DATE AP P R APPROVED:
DCD
TELEPHONE
RISER
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
T VVIY IiI\L IL
161 /CI STA RS TO
II BA EVE-N T
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
TT
I BAl
RETAINING
WALLS
DRAIN
1 N�
WA TEA
T� 1
STAIRS
\ _ BASEMi
I ACCES:
YARD �2c
DRAIN
EXI S i
I I BUILL
I /
0�/
x
�1 N0 PARKING"
,14
i
NORTH
HORIZONTAL SCALE: 1"=20'
20 0 20 40
C TY OF
RENTON
Plan ning/Building/Public Works Dept.
LEGEND
PROPOSED FEATURES -
ASPHALT PAVEMENT
CONCRETE
CAST -IN -PLACE CURB
X X CHAINLINK FENCE
- - - - - - GRADE BREAK
GENERAL NOTES
1. SEE APPLICABLE SITE PLAN AND PAVING NOTES ON C2.26
2. SEE L1.0B FOR PROPOSED PRIVATE LANDSCAPING RESTORATION. EXPOSED
SURFACES WILL BE COMPOST AMENDED PER DETAIL 200/C2.3B
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
7. ALL DAMAGED CROSSWALK AND STOP LINE PAVEMENT MARKINGS NEAR
PROJECT SITE SHALL BE REPLACED WITH IN -KIND HOT EXTRUDED
HYDROCARBON THERMOPLASTIC MATERIAL
8. SEE WSDOT STD PLANS F-40.12-03/C2.3B, F-40.15-04/C2.4B, AND
F-40.16-03/C2.5B FOR CONSTRICTION OF SIDEWALK RAMPS TO 12TH ST
AND MAPLE AVE.
KEY NOTES
1� INSTALL ASPHALT PAVEMENT PER 201 /C2.3B
2� INSTALL ASPHALT PAVEMENT JOINT PER DETAIL 202/C2.3B
INSTALL PAINT MARKINGS AS NOTED
3� -SEE DETAIL 203/C2.3B FOR NO PARKING ZONE MARKINGS
4� INSTALL CAST -IN -PLACE CURB PER DETAIL 204/C2.3B
S�INSTALL CURB AND GUTTER PER STD PLAN 101/C2.4B
INSTALL CONCRETE SIDEWALK PER STD PLAN 102/C2.4B
7� INSTALL SIGN PER STD PLAN 129 AND G136/C2.4B
INSTALL STRUCTURE PER STRUCTURAL PLANS
CONTRACTOR TO PROPOSE ROCK WALL MATERIAL TO ARCHITECT FOR
APPROVAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS
10 INSTALL 2' WIDE DETECTABLE WARNING PATTERN PER WSDOT STD PLAN
F-45.10-03/C2.3B
11 CONTRACTOR SHALL COORDINATE WITH UTILITY PURVEYOR TO LOWER
FRAME AND PROVIDE NON-SKID LID AT COMMUNICATIONS VAULT.
PROPOSED RIM ELEVATION LISTED ON C3.1B
sitts&hill
D C. O
pF w��r CIVIL I STRUCTURAL I SURVEY
4815 CENTER STREET I TACOMA, WA. 98409
f 1 V PHONE: (253) 474-9449 I FAX: (253) 474-0153
` http://www.sittshill.com/
46449 Project No.: 19480 Project Mgr.: DCD
S�oNnt 6�G� �n Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
M
T-422901 R-422910
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Wanders 05/08/2023
BROTHERTON BUICK-GMC - RENTON
DATE:
FIELDBOOK:
PAGE:
HORIZONTAL CONTROL/SITE PLAN C2, 1 B
(PUBLIC) SHEET: 10 OF:29
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