HomeMy WebLinkAboutR-3657261 2 3 Ii 5 0 7 E:3 4 Wo 11
Approved by: Date:
Approved by: Date:
Date Plotted: 4/18/2013 12:10:58 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 — WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C200 By
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LEGEND
PROPERTY/BOUNDARY UNE
BUILDING FOOTPRINT 1
I; ASPHALT PAVEMENT C6.0 2
ASPHALT PAVEMENT - HEAVY DUTY C60
0 CEMENT CONCRETE PAVEMENT- ATE SIDEWALK
GRASSPAVE2
10 33
C6.0
EC
CURB TYPE CHANGING POINT
VC
IC INTEGRAL CURB 0C6.0 6
VC VERTICAL CURB C6.01
CG CURB & GLITTER C6.0
CAST -IN-PLACE CONCRETE WALL
SIGN7
C6.0
ARCHITECTURAL REMOVAL BOLLARD
SITE / SURFACING NOTES:
1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT
OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS.
2. CONTRACTOR TO REPAIR / REPLACE ALL EXISTING FACILITIES THAT ARE DAMAGED
DURING CONSTRUCTION TO PRE -CONSTRUCTION CONDITION.
3. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONING.
SHEET NOTES:
15
O1 4' WIDE CONCRETE PRIVATE SIDEWALK PER DETAIL CONSTRUCTION DOES NOT 3
NEED TO COMPLY WITH PUBLIC WORKS DETAILS AND IS NOT A PART OF THIS C6.0
REVIEW.
O2 ADA PARKING STALL, SIGN, AND STRIPING PER
DETAIL7
8
C6.0 C6.0
O3 3 STEPS: 6" RISE; 12" TREAD. REFER TO ARCHITECTURAL PUNS FOR HANDRAILLOCATIONSANDDETAILS.
O SINGLE SOLID 4' WIDE WHITE PAINT STRIPE
OPROVIDE CONTRACTION JOINTS IN PRIVATE SIDEWALK AT SPACING EQUAL.TO T 8
C6.0 C6.0
SHEET
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WIDTH OF SIDEWALK (6' MAXIMUM SPACING). CONSTRUCTION DOES NOT NEED TO x
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COMPLY WITH PUBLIC WORKS DETAILS AND IS NOT A PART OF THIS RENEW.
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2 STEPS: 6" RISE; 12" TREAD. Q
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O 18" TALL CAST -IN-PLACE CONCRETE WALL REFER TO STRUCTURAL PIANS FOR 0DETAIL w
O8 TRASH ENCLOSURE. REFER TO ARCHITECTURAL PLANS FOR DETAIL 0
OARCHITECTURAL REMOVABLE BOLLARDS. REFER TO ARCHITECTURAL PLANS FORQ
HANDRAIL LOCATIONS AND DETAILS. Q
10 TAPER CURB TO TO BE FLUSH WITH CONCRETE PAVEMENT OVER 5'. W V
11 ARCHITECTURAL STAIRS. REFER TO STRUCTURAL PLANS FOR DETAILS. Q Q
R-365726
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DATE: 10A5.12
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CADD FILE: 11677C2W.DWG
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