3003 W CASINO RD 2018 BLDG 40-05 Plans 2022-12-06

CONCRETE DOME FILL PIPE WITN ASPHALT PAVING SUBGRADE NOTES: AWCUT EXISTING ASPHALT CONCRETE MIN. 2500 PSI CONC PAVEMENT. APPLY LIQUID 1. SUBGRADES TO BE PROOF ROLLED TO IDENTIFY ASPHALT & SAND SEALANT TO NEW ASPHALT (WSDOT HMA CLASS 1/2") - SOFT OR UNSUITABLE SOIL. PROOF ROLLING SURFACE OF JOINT 2" MAXIMUM LIFT THICKNESS � 6" SCH. 40 STEEL PIPE SHOULD BE ACCOMPLISHED WITH A 12 TON MATCH EXIST. GRADE PAINT TRAFFIC YELLOW VIBRATORY ROLLER MAKING SYSTEMATIC PASSES. NEW CRUSHED SURFACING BASE COURSE TACK COAT FACE OF » PAVEMENT PER DETAIL (WSDOT STD SPEC 9-03.9(3)), COMPACT 3/4" HIGH DOME 2. IN AREAS OF UNSTABLE AND/OR UNSUITABLE CUT AND EACH COURSE 12 MIN C532-1 TO AT LEAST 95% OF MAX DRY DENSITY FINISHED GRADE SUBGRADE SOILS ARE OBSERVED, THESE SOILS (WSDOT STD SPEC 5-04.3(4)) OVERLAP �� (ASTM D1557) ADD TIONA�OVER CEXCAVATION IMAYBE REQU RED. � X 3. THE OVER-EXCAVATION MUST BE BACKFILLED WITH _ Z ° 1-1/4" MINUS CRUSHED ROCK. THE MATERIAL EXISTING ASPHALT PAVEMENT � � / � COMPAC EDE 0 A� FIRM AOD NON YOILDING AND BE , �. /i,// a // ,/� /� I � a I I � CONDITION BY A COMPACTOR APPROVED BY THE w z O OOO OO O�O O O OOO � �� d CONCRETE BASE GEOTECHNICAL ENGINEER. E X I S T I N G A G G R E G A T E B A S E OO� � O��OO�� 0 0 0� O O O�OO O��O G O��O O��O O � /� I � % M I N. 2 5 0 0 P S I 4. I F I T I S D E T E R M I N E D B Y T H E G E O T E C H N I C A L O O � � O�O� ��O� ��OD ��O� ��O� ��O �� 2 8 D A Y S E N G I N E E R T H A T A D D I T I O N A L S U B G R A D E S T A B I L I Z A T I O N �O O �O O �O O �O�O �O�O �O� M � ( I ° � IS REQUIRED, THE SUBGRADE SHOULD BE COVERED / / / / / / / / �/ / / / / �j� /� WITH MIRAFI 180N OR EQUIVELANT. GEOTEXTILE � �� / SHOULD BE PLACED WITH A 12" OVERLAP AND ALL �� WRINKLES REMOVED. �V��yV��/��/� //�/, //�//� /�. /,,//,/� � % � '% 5. AFTER PROOF ROLLING, THE TOP 12" OF THE �� EXISTING UNDISTURBED SUBGRADE OR a a ENTIRE SUBGRADE SHOULD BE THOROGHLY NEW AGGREGATE BASE NEW STRUCTURAL FILL, //��j�� COMPACTED TO A FIRM AND NON-YIELDING TO MATCH EXISTING BASE TO AT LEAST 95% OF MA�MDRYTDENSIIY 12 / CONDITION TO AT LEAST 95% OF MAX DRY DEN NOTE: (ASTM D1557) SITY (ASTM D1557). 18" DIA. 6. THE SUBGRADE SOIL SHOULD HAVE ADEQUATE CONTRACTOR TO VERIFY EXISTING PAVING SECTION AND MATCH IF GREATER THAN SHOWN. FILL VOID MOISTURE CONTENT (WITHIN t2% FROM OPTIMUM) - AT THE TIME OF COMPACTION. TYPICA� TIE- INTO EX . ASPHA�T � ASPHA�T PA�EME�IT DETAIL 2 BO ��ARD - EMBEDDED � 3 SCALE: N.T.S. C220-32T C532-1 SCALE: NOT TO SCALE C220-32T C532-1 SCALE: NOT TO SCALE C220-32T C532-1 CONCRETE SIAB PER STRUCTURAL. � SEE S506 � FINISH GRADE _ � ° a 2 PAVEMENT PER DETAIL a a � o O o� C5�� a � a �� O �O � � 6" CRUSHED SURFACING BASE COURSE o O� o O OO �\��\� (WSDOT STD SPEC 9-03.9(3)), COMPACT � �OOoO�OO� O //�jj\ � TO 90% OF MAX DRY DEN511Y. � O �� / �� EXISTING UNDISTURBED SUBGRADE OR . �� \� NEW STRUCTURAL FILL, COMPACT �\ '�\i�� '�� '�\ TO 90% OF MAX DRY DENSITY. PLACED IN NO MORE THAN 8" LIFTS (ASTM D1557) - 8" MIN ASPHA�T CONCRETE TRANSITIOf� 4 SCALE: NOT TO SCALE C220-32T C532-1 � OFFMAN ISSUE FOR PERMIT N G I N E E R S _ 1101 2nd Avenue,Suite 400�Seattle,WA 98101 ° ph 206.623.0717�fax 206.624.3775 '� ' coffman.com � ci LASTWG creativity�resu�ts I relationships � r SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DAT SUBTITLE CURRENT REVISION SYMBOL DATE � � � I-• ACCEPTABILITY M. BOSILKOV 03.05.18 - 777X PALLETIZED RACEWAY TOOLS W4975102 CEI AH 01.12.18 �,S�oF WAstit THIS DESIGN AND/OR CHECKED CIVIL SECTIONS AND DETAILS W5240458 — 03.05.18 � ��P�' :--•. SPECIFICATION IS APPROVED ANGHAZ RN 03.05.18 SHEET � � BOE,�� -`� APPROVED BY DEPT. DATE J. BOVINGTON 03.05.1$ TITLE 777X PALLETIZED RACEWAY TOOLS CHECKED C 5 3 2 1 � C 45458 � APPROVED S I TE 40� 1 D JOB N0. COMP N0. , '��STER�� w W5240458 � � ��SSIONAL E�� APPR VED DWG N0. � CIVIL MASTER EVERETT, WA 40—YD—0532-1 �i�i�n�a �