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� � MAX. . <br /> DRAINAGE GRATE , 1. S1ZE �-IE BEI.OV� IN�.ET GRA�E DEVICE {BIGD� �OR TH� STORM WATER STRUCTCIR� 11' ! <br /> TRIM WIL�. SERVlCE. <br /> , � .� �, ,, . ,.�, <br /> • <br /> GRATE FRAM� �;= ' � 2. THE BIGD SNA1.L HAVE A BUILT--1N HlGH FLOW REI.I�F SYSTEM (4VER�'�.OW BYPASS). , <br /> � � <br /> f 3. TNE R�TRIE�AL SYS°�M MUST ALLOW R�MaVAL 0� TFiE BIGD �iTHOUT SPILLING THE <br /> � ,; - � �,s <br />_ SEDfMENT . �, . _ CO�.I�ECTED MATERlAL. ' <br /> AND D�BRIS , ' 4. PERFORM MAINTENANCE iN ACCORDANCE �TH VdSD�T STANDARD SPECIFfCAT14N <br /> �� q • <br /> s r -, � OVERFLOW BYPASS 8--01.3(15}. � <br /> � '' �8 REBAR X �,,0» L4NG (3 pER <br /> ' ,. ,. ' DRAfNAG� GRATE CURB SECTIdN} �LL. TOP �17H : <br /> " , ,,x� ..; � N RECI'ANGULAR GRAI� SHOWN --R TR VAL MAS�iC 0� C4NCRETE AFTER SETTING <br /> �; i� .; � f; <br /> �,��� E IE <br /> � �_ <br /> � ,, �x;,. . <br /> p BELOW INLET GRATE DEVICE BIDG <br /> , _ SYST�M (TYP,) � � <br /> � � �., , 1 �, �a� <br /> FILTERED � .r,, - <br /> w _ ,a �►, ,r <br /> : WATER �.. - : <br /> _ �� _ '» �,_�» �,��,> �» <br /> Y' r'-�'� <br /> . . . . . � . . . . . . . . S, . � . . . . . . . . . �� . . � . � . <br />' �... . . . . . . . . . . . . . . . . . . � . . . . '.. ' � . � �M' . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . � . . <br /> � . . . . . . . . . . . . . . . . . . . . . . . . � - . . � . . ' . _ . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . <br /> .�''/� �/ -, f � <br /> � _ � i <br /> R <br /> � . 1�s DIA. HOLE � .�.� „ �� " �r- r' , . <br /> ' �� � �, (TYPIGAL� 9� � <br /> _ � <br /> „ » � . <br /> , , , BEL.4W {N�ET GRA1E DEVICE �, <br /> a � (BIGD) OVER�LOW BYPASS (T'�':) , <br /> , f,a� , � � #3 QAR (TYP} <br /> �' a» �� a� . <br /> � � � � z _� �,_a» 1 _� <br /> , � T s <br />_ � t� ; d� ; � - <br /> - , � :: 4:. a : : <br /> - NoT To sca�� <br /> . <br /> = fNLET PROTE�TION 'PRE�AST C�N��E�fE UVHEEL STQP <br /> . <br /> - 1 , <br /> . . F'�1/�M��T' �ICJT�� <br /> 1. MATERIAl: TMICKNESS IS COMPACTED DEPTH. APPI.fES TO ALL. SECTIONS. <br /> j 2. SUITABL� ONS(TE S01l.S SHALi. BE FREE OF DELETERIOUS MATERIAI.S AND MAY 6E USED F�R <br /> SUBBASE PR01!lQED SQil.S ME�T REQUIREMENTS IN TN� PROJECT GE0IECHNICAL REPORT, <br /> � ', 3. FOR PREPARATION 4F PAVEMENT SUBGRAD�, AREAS ID�NTIFIED AS LQQSE �ILL SOIL SMALL �£ <br /> lMPROV�D BY REMOVING AND REPLACING WlTH STRUCTURAL �'!!.L OR SCARlF1(ING AND <br /> RECOMPACTING TNE ON-Sl1E SOi�. TO STRUCTURAL �lLL REQt1(�EM�NTS. IMPROVEM�NT SNOUI.D <br /> � OCCUR TO A D�PTH OF Al" LEASI' 12 1NCH�S �R THE MINIMUM DEPTH SP�CIFIED IN THE 6X6 �12.OXW2.0 IN�LDED �IRE <br /> GE4TECHNICAI: REPORT AND BE�4RE S`f�UGTURAL FiLL IS PL.ACED. 3.5" ASPNAl.T: 1/2-1NCH AGG�EGATE FABRIC, TERMiNATE MIN 1.5" �ROt� <br /> 4. THE TOP 12 INCFlES OF SOIL SUBGRADE BE�.OW �AVED AREAS SHALI. BE COMPACI'ED TO AT M{X PER 2Qi 2 WSQOT 9-0�.8(6), � ANY JO1NT OR EDGE <br /> L.�AST 95� OF TH� MATERIAL S MAXlMUM DRY DENS{TY PER ASTM D 1557. PG58-�22 OR PG 64-22 BINDER PER <br /> 5. PRfOR TO PLAC�MENT OF` FILI, QR PAVEMENT IMPRQVEMENTS; TNE EXP4SED SUBGRADE SHOULD 2p12 WSDOT 9-02.1{4) ' <br /> B� EVALUATEQ BY PROO�ROLLING WfTH A F'ULLY L4ADED pUMP TRUCK OR SIMILARLY HEAVY, � 5" �ORTL.AND CEMENT CONCRET� <br /> � RUBBER-TIRE CONSTRUCTI�N EQUIPMENT TO IQENTI�Y SOFT, LQOSE, OR UNSUITABLE AREAS. 6„ C�UShiED AGGR�GATE � ; : -. �: :.�� . . . . � (4000 PSI COMPRESSiVE STRENGTH <br /> , . . . PER �ISDOT STD SPEC 9-Q3.1 <br /> 6. CRUSM�D BASE COURSE MAT�R(ALS SHALL CON�ORM TO TH� REQtlIREMENTS OF SECTION BASE C�URSE PER 2012 . �;��"�:�."�' ,� � ) <br /> ; � . . . � .� . . � . . :. �. .. � .�� � <br /> 9-Q3.9(3) - AG�REGAT'ES FOR BALl.AST AND CRUSHED SURF'ACING, 'WITH TN� EXCEPTION UVSDOT 9-�03.9�3} � <br /> BY D Y YVElGHT PASSING THE U.S. I�dTE: ; NOTES: . . � . '� � .� � 6" CRtJSHED ROCK BASE COURSE , � <br /> 1'HAT THE AGGREGATE SHOULD NAVE LESS 7HAN 5� R ASPHALI� P�VEMENT S�CTION 15 � 1. CONCR�� �HAL�. BE FIB�R REINF'ORCED, �iR <br /> Q. STANDARD N0. 200 SIEVE ANR HAVE AT L�AST TWO MECHANICA��Y FRACTURED FACES. THE » (WSDOT STD SP�C 9-Q3.9t3)) <br /> _ �, IDENTlF'IED IS PRQVIDED AS A MINIMUM. 12 C4MPACTED SUITABLE EN`�RAINED, WlTH A MINIMUM MODULUS 4F » . <br />' �, AGGREGA� 6ASE SHOUL.D BE COMPaCT�O TO AT I.EAST 95� OF �'HE MAX. �F THE ASPHALT PAVEMENT SECTION SNALL I�ATERIAL OR STRUCTURAI. FIL�.. RUPTURE �Mr) o� �oo Ps�, A �4000 PSi 28 DAY - 12 COMPACTED SUITAgLE MAT�RIAI. 4R � <br /> "' TNEQRE�ICAL MAXIMUM DRY DENSITY (ASTM D 1557) �OR PG 58-22 OR PG 64-22.. MA1'CH EX PAVEMEN� �ECTION IF IT 1S t1N5Ul1'A�L� NATlVE MATERIAL STREIdGTH, AND A 15-F`OOfi MAXII�UM JQINT STRUCTURAL �(i.L. UNSUITABL� NATIVE ' <br /> � - �, 7. PERF4RMANC� �RADED ASPNAk.T B(NDER SNALL BE !N ACCORQANCE WITH WSDOT SECTION GREAI�R THAN THE DETAiL PRDi�D��. .� 5HAl.�. BE OVEREXCAVATED AND ; SPACING MATERIA�. SHAL�. BE OV�REXCAV�TEa <br /> 0 9--D2.1(4}. , REPLACED. SUBGRADE SNALL BE AND �EPLACED. SUBGRADE SHALL BE <br /> � `�' 8. ASPHALTlC SURFACE COUF�SE MIXTURES SHAII �� IN ACCORDANCE WfTH SECTION 5-04, 9-42, PR�PAREO IN ACCORDANCE 1MTH � PREPARED IN ACCORDANCE WITH THE <br /> Q AND g-03.8 �CASS �», OF THE WSDOT S�CANDARD SPECIFICATIQNS �OR ROAD, BRIDGE, AND : �` � : . .�� THE PR4JECT SPECIFICA�IONS T4 � :, � � � PRQJECT SP�CIFICATIONS TO ACH{EV� : <br /> � � MUNICIPAL CONS7RUCT10N. ACHPEVE 95� OF MAXlMUM DRY 95� QF MAXIMUM DRY D�NSfTY (ASTM <br /> � 9. TH� PORTLAND CEMENT COIdCRETE PAVEMENT MIXTIJRE SNALE. BE iN ACCORDANCE WITH D�NSITY (ASTM D1557} D�557� <br /> � AIR--�NTRAlNED CONCRET� �'OR PAV�MENT SECTl�NS 5-05 OF THE WSDOT STANDARD . . <br /> -� SPECIFICATiONS FOR ROAq AND BRIDGE CONSTRi1CTIQN. THE MIXTURE SHAt1 BE DESIGNED TO <br /> � � DEVELOP A MiNIMUM COMRR�SSlVE STRENGTH �F 40�0 PSI AT 28 DAYS WITH A 4 INCN : : : : : <br /> , o MAXIMUM SLUMP AND 3 TO �� ENTRAiNED AIR. AGGREGATE SHALL CONFORM T0 WSDOT ST�. ��p���T �f1V�DY1�N T , �CmH���L�� ��N���� P�V�M�l V� <br /> � SPEC. 9-q3.1{5}B, GRADING, FOR MAXlMUM NOMINAL SIZE OF 1 (N. �j` C S � : �. <br /> �, 11. C�NTRACTOR SHAI.L PROVIDE A TACK COAT TO FACE OF CURB WHERE CURB CO TA T <br /> C' ASPNALT. <br /> ' <br /> N, 12. 1N AREAS WNERE EXISTfNG PAVEM�NT IS TO BE REPl.ACED �MTH NEW PAVEMENT, THE EXlSTiNG _ _ ' _ <br /> � � PAVEMENT, BASE COURSE AND SUBGRADE SHALL BE REMOVED T4 TNE DEPTH SUFFICIENT TO ' � <br /> � C4NSTRUC7 TF{E N�W SECTI4N. AN OVERLAY OF TME EXlSTING PAVEMENT SECTION IS NOT AN _ _ <br /> ; ACCEPTABLE ALTERNAT(VE. � <br /> g 13. 5EAL ALL JOINTS W{TM CATfONIC EMULSIFIED ASPHALT PER WSD�T STANDARD SPECIFICATIONS . <br /> 5-04 AND 9-02. � �����V� <br /> � � i � <br /> s�'U��.l�� W CK5 D�F' FtTM�+��' <br /> ; � � �_;:�r _ <br /> � ` � <br /> � <br /> Q �„��� y-2--ZpIB �. <br /> •:;ITY�F EVERE7T R�VIEW�D FUR PERiNIT I <br /> � <br /> % _ <br /> Q <br /> ° � A ,�.__ r .:,. w_, � ;u_ ,,� ,.�... .., .,. r :,,� w ,.,£ :��:r �.� . � .� :�.� .., . _ <br /> _ , � , _. . .� � � . , � �- .�, �_, . .a, . , . �.� � . < _� �, �� .�2 >. ,„ ... , . �>.�._ Y��� ,,;�.,. „, v. � ,._ :�,k <br /> �' ... d. .�-�� .. . .£_ .., .., ..�: ... . ._...�. .33.. .... ,Y 2'i'. � . .i,,;. . d! �v . , ..✓ .. . . �.. f . ., r� F. t a..i. .,nt,.�n .a.. 2-. . . -.,r.�;'=v -w :'�:..� . . ....... <br /> . . . . ,<.s F. .... =`5' .6 'L .+^ . . �t'. �. ._� .. 6 .50- 1 .'Y"..f"r... 5. .er`i-�. i-. .... 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