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POINT LAYOUT TABLE CURB 3
CURB AT D21 & D23
4 :•
STATION
OFFSET
DESCRIPTION
RADIUS
1
36+66.63
61.91' LT
PC
2.00'
2
1 36+68.67
60.00' LT
PT
3
36+81.53
60.00' LT
PC
2.00'
4
36+83.57
58.00' LT
PT
5
37+10.07
59.50' LT
PC
2.00'
6
37+12.11
61.50' LT
PT
7
37+46.03
61.50' LT
PC
2.00'
8
37+48.07 1
59.50' LT I
PT
I A 4%1r I\i T! Ir AA\®
MA ICH EXISTING.
�5 CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN F-10.42-00.
�6 RECONSTRUCT HMA DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24.
U7 RECONSTRUCT CEMENT CONCRETE DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL,
SHEET 24.
RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY PAVEMENT DETAIL AND HMA
WEDGE DETAIL, SHEET 24.
O9 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F-30.10-01 TO MATCH
EXISTING CONCRETE WALKWAY.
12 ADJUST MONITORING WELL TO FINAL GRADE.
16 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F-10.12---02.
18 CONSTRUCT CEMENT CONCRETE SIDEWALK PER VETERINARY CLINIC PROPERTY RESTORATION
DETAIL, SHEET 206.
20 PAVE AGAINST ROCKERY.
21 CONSTRUCT ASPHALT RAMP AT DOORWAY PER DETAIL, SHEET 207.
GENERAL CONSTRUCTION NOTES
1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS.
ADJUST ALL SURFACE UTILITIES TO FINAL GRADE.
CONTRACTOR SHALL NOTIFY BUSINI'mSS OWNERS AT LEAST THREE DAYS PRIOR P")
PERFORMING WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT,
CONTRACTOR SHALL COORDINATE WITH BUSINESS OWNER AND SCHEDULE WORK
WITHIN THE TEMPORARY CONSTRUCTION EASEMENT AROUND SPECIAL BUSINESS
HOURS.
5. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS; ANDTEMPORARY EROSION AND
SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS
69-79.
6. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION PHASING PLANS, SHEETS
37- 54.
7. THESE SHEETS CONTAIN BACK OF SIDEWALK LAYOUT POINTS AND WORK 'TO BE
COMPLETED BEHIND THE SIDEWALK. FOR TREATMENT OF ROADWAY FEATURES SEE
ALIGNMENT PLANS, SHEETS 81-91.
8. FOR WATER SERVICE CONNECTIONS, SEE WATER PLANS, SHEETS 132-141.
9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM DRAINAGE
PLANS.
10. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS AND PROFILES SHEETS
208--216.
11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS
164-173.
12. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER
URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269-281. a
13. FOR ALL LOCATIONS WHERE THE BACK OF SIDEWALK IS NOT DEFINED IN THE
POINT LAYOUT TABLES, THE TOP BACK OF" SIDEWALK SHALL BE CONSTRUCTED AS
DEFINED BY THE ALIGNMENT PROFILES (SHEETS 93-103), TYPICAL SECTIONS
(SHEETS 19-23), INTERSECTION CURVE DATA TABLES (SHEETS 81-92), AND PLAN
DIMENSIONS SHOWN.
14. CONTRACTOR SHALL ENSURE FINAL GRADE OF COMIMERCIAL HMA MAINTAINS
POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURES,
PROPERTY RFSTC)R®TInN I i=ru=mn
COMMERCIAL HMA PAVEMENT AREA
CEMENT CONCRETE SIDEWALK AND/OR PAVEMENT
PROPERTY LINES
SAWCUT LINES
RIGHT OF WAY LINES l F
FeC17AAGTIT I IAICC T=IAIA i
CATEGORY
SHEET
_
RIGHT OF WAY PLANS
EXISTING CONDITIONS
13
SITE PREPARATION & TESC PLAN
75
ALIGNMENT PLAN
_
87
ALIGNMENT PROFILE
99
DRAINAGE PLANS
110 _ x
DRAINAGE PROFILE
120,121�
WATER PLAN
138
WATER PROFILE
152
JOINT UTILITY TRENCH PLAN
170
JOINT UTILITY TRENCH PROFILES
__
186
PROPERTY RESTORATION PLANS
-
CHANNELIZATION & SIGNING PLAN
223
ILLUMINATION PLANS
234
IRRIGATION PLAN
288
LANDSCAPE PLAN
300