HomeMy WebLinkAboutR-381243P.I. STATION DELTA RADIUS TANGENT LENGTH
SHAT 2+74.86 13°56'32" LT 50.00' 6.11' 12.17'
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FILE NAME c:\pwworking\nai\schmidalld0321992\C8811—DE—PVD02.dgn J.
TIME 5:29:28 PM REND N STATE FED.AID PROJ.NO. �`�S . ` I V C� PLAN REF NO
DATE 6/5/2019 10 WAS �� � � �/I
PLOTTED BY schmidal _ I-405 / SR 167 INTERCHANGE PVD02
DESIGNED BY N. SCHRADER REV 1 - RF10358 06/05/19 JOB NUMBER I' DIRECT CONNECTOR
ENTERED BY N. SCHRADER REV 0 -RELEASED FOR CONSTRUCTION 03/13/17 Washington State SHEET
47019 0 331
CHECKED BY A. SCHMIDTMAN REV B -FINAL REVIEW 12/20/16 CONTRACT NO. LOCATION NO. g�1'Sill I Department of Transportation OF
PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 10/10/16 S 0N.AI' �\
REGIONAL ADM. L. ENG REVISION DATE BY ca811 P.E. STAMP BOX DATE DATE S. $$
P.E. STAMP BOX °ATE PAVING DETAIL - S14TH STREET
GENERAL NOTES:
1. FOR RIGHT-OF-WAY LAYOUT AND INFORMATION, SEE APPROVED
RIGHT-OF-WAY PLANS.
2. UTILITIES NOT SHOWN FOR CLARITY. SEE EXISTING UTILITY
PLANS.
3. BARRIER AND CURB CALLOUTS ARE MEASURED TO THE FACE
OF BARRIER, OR CURB.
4. ALL DRAINAGE AND UTILITY STRUCTURES WITHIN S. 14TH
STREET SHALL BE ADJUSTED TO FINAL GRADE.
5. ALL ITS BOXES WITHIN S. 14TH STREET SHALL BE ADJUSTED
TO FINAL GRADE. SEE ITS PLANS FOR ADDITIONAL DETAILS.
6. ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN
BUILDER'S OPERATION SHALL BE REPLACED AT NO COST
TO THE CONTRACTING AGENCY.
7. SEE SITE PREPARATION PLANS FOR PAVEMENT SAWCUT AND
REMOVAL LIMITS.
14ST 14+12.83, 6.00' LT
PAVEMENT ANGLE POIN'
DAV 1+65.34 0
14ST 14+70.421
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CONSTRUCTION NOTES:
30 CONSTRUCT CONCRETE BARRIER TYPE 2 PER
WSDOT STD. PLAN C-8.
32 CONSTRUCT BOLLARD TYPE A PER CITY OF
RENTON STANDARD PLAN H021.
38 CONSTRUCT HMA TYPE 1 CURB PER WSDOT
STANDARD PLAN F-10.42-00.
ATKINSON
AUG 05 2019
RELEASED FOR CONSTRUCTION