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A PORTION OF THE NW 1/4 OF THE SW 1/4 AND A PORTION OF 11-E SW 1/4 OF THE NW 1/4 OF SECTION 12,TOWNSHIP 28 NORTH,RANGE 4 EAST,WM-SNOHOMISH COUNTY,WASHINGTON <br /> POST MOUNTED <br /> ADA SIGN PER <br /> PAVEMENT NOTES ALL ACCESSIBLEJr DETAIL THIS SHEET <br /> SIGN <br /> AGE SHALL BE 6,,1. MAZER AL T9CKNE OI IS COMPACTED DEPTH APPLIES TO PDA SECTIONS BLUE MTI WHNE <br /> LLI cHS SATS MI BE2. SUITABLE ONSITE D SOISHALL BE FREE ME TS INET E MATERIALS ANO MAY BE USED TDR WHITE,DOUBIMSUBBASE PROMDm SOkS MEET REOUIREUENIS IN THE PROLECi'S SPEdFlCATgNS. .. CAAIED.uNIMUM <br /> POST(2 NNEL ' nyIWSTRO<E YAM TO <br /> 3. FON PREPARLTION OF INNFEMwT AS6ANDDA L E PLACED MM N 12 INCHES OF BORADE TUT`^TR =I I —_,I I -,Q <br /> AREASATE BE <br /> PAVED(NULL AREAS AND AT O THE UPPER 8 INCHES AT R3L'S IN ALL LBShT) c <br /> AREAS TO RE TORED SHOULD BE COMPACTED T)AT LEAST SHOULD95%B rf THE ELOINA. S MAXIMUM <br /> BELOW T PROCTOR DRY LD BE C IMPAC EO T5JAAL95%BE NON ATIDIAL FILL PLACED USE 6'PIPE BOLLARD I MN.MIH. I F ^ <br /> BELOW THIS LEVEL SHOULD BE COMPACTED TO AT LEAST 95S OF THE MATERIAL'S MAXIMUM DRY ELLED W/CONCRETE <br /> HAL CA AND PAINTED rR t,7 <br /> ♦. ALL COMPACTION ON SMALL BE IN ACCORDANCE MIH THE WSDOT STANDARD SPECIFICATIONS.SECTION '" YELLOW I NLA xHw ACCESSIBLE PARKING SYMBOL _ any app I. <br /> 2-03.304)D. SIGN IS IN PAVED AREA LOCATE AT EDGE OF PARKING SPACE UNLESS ((`�\�I I n!(�i\.O � �' <br /> OR SIDE'W'ALK • ACCOMPANIED BY'VAN'LETTERING �l�Vl"`--"' ���JJ"`Q. <br /> /Q. \� <br /> 5. IF ALTERNATIVE PAVEMENT SECTION MTI A.T.B.IS USED DURING CONSTRUCTION ANY FAKED AREAS � I I r I I = 2 <br /> THAT SHOW CRACKING UNDER EQUIPMENT SHOULD BE REPAIRED ONCE HEAVY CONSTRUCTION SLOPE TOP F• BREAK AWA! <br /> TRAFFIC HAS CEASED AND PRIOR TO PLACEMENT OF FINAL LIFT OF HMA PAVEMENT. - OF CONCRETE O <br /> CHANNEL POST <br /> 6. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3) PMRNG STALL Mlw PPE BOLLARD <br /> OF THE LATEST EDITION OF THE WSDOT STANDARD SPECIFICATIONS. GRADE S NOT REQUIRED. NOTES: ACCESSIBLE PARKING STANDARD <br /> 1.SEE SITE PLAN FOR TOTAL LAYOUT. SYMBOL PER DETAIL 90-DECREE' pp <br /> ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 9-02 OF THE 35W P.S.L 2 MESE DETALS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. THIS SHEET. SPACE � <br /> J LATEST EDITOR OF THE WSDOT STANDARD SPECIFICATIONS.THE MIXTURE SHALL HAVE A MINIMUM P.C.<ONCRE 3.ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS OTHERWISE INDICATED. <br /> MARSHALL STABIMTY OF 1.000 POUNDS.AND THE SURFACE COURSE SHOULD BE COMPACTED TO A - 4.ALL SIGNS SHALL COMPLY WITH US DEPARTMENT OF TRANSPORTATION. <br /> MINIMUM OF 96%MARSHALL DENSITY(ASTM SPECIFICATION D 1559). FEDERAL HIGHWAY ADMINISTRATION'S'MANUAL OF UNIFORM TRAFOC CONTROL , <br /> DEVICES'.LOCAL CODES AND AS SPECIFIED.MOUNT SIGNS TO WALL IN _ <br /> B THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE MTI CONCRETE i-6 ACCORDANCE MTH MANUFACTURER'S INSTRUCTIONS. <br /> FOR PAVEMENT SECTION 5-05 OF THE LATEST EDITION OF THE WSDOT STANDARD SPECIFICATIONS u <br /> TIE MIXTURE SHALL BE DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PE POST MOUNTED ADA SIGN 8 8 S <br /> AT 28 DAYS MTI A 41NCI MAXIMUM SLUMP. ACCESSIBLE PARKING O <br /> 1 9. CONTRACTOR SHALL PROVIDE A PRIME COAT AND TAC(COAT TO FACE OF CURB WHERE CURB H15 5 <br /> CONTACTS ASPHALT •. <br /> HMA cuss 3' It <br /> (wsoor SID SPEC s-a) _--I B'�„ <br /> 2' STANDARD DUtt) <br /> 3'(HEAVY DUTY) a.j <br /> CRUSHED SURFACING - a h N ' <br /> 4'(STANDARD DUtt) (WSOOT STD SPEC 9-039(3)) <br /> 6'(HEAVY DUTY) <br /> ' .SUBGRADE PREPARED Ix R.h^' ""1"W 1"N'K, <br /> ACCORDANCE LITH • 41Is <br /> RECOMMENDATIONS R TRE W F•'i' ,• 17t1 t4 i Yr•W..wAs.Witis q�.. �MT <br /> GEOTECHNICAL REPORT.DATED METH PEiR PLAN ii '€ I =.4- ,=',1: iS <br /> FEBRUARY 22.2016.PREPARED 2' 2' Y Y Z'f Y 2' 2' Y g F-a�T'— � - IIncrie .yy� 9 <br /> BY TERRA ASSOCIATES.INC. Y 2 e r�v ,},. A NAyH1 ` g <br /> ON—SITE ASPHALT PAVEMENT Y�YI 1 g 1r.0,...i HIS A <br /> 1111111 'I' <br /> DHEA OPUMNsnC N <br /> .""A"".'"'":,....-.,,,,,.., <br /> .rBME Macer �''ht'r 1 Fp-SEI 11 <br /> PORTLAND CEMENT CONCRETE ■ <br /> (WSOOT STD SPEC 5-05) y�,i f1, Y - ! s Q <br /> 5 `L r,-1„N�'.' ' 'M.Y.S^ivl�\' S`` - �s^7y�.N ' q <br /> 6 _ M1j" .'T. w.wmR.m X- 4.4' rad..-r uc rF� k k e> ' S g i <br /> CRUSHED SURFpgN9 \ ,w <br /> (wsooi sro sPEc -039(3» ; k r qr . .�-.. <br /> PEDESTRIAN CROSSWALK j W�R. w S �4 <br /> 'Ii'-.-SUBGRADE PREPMED IN NTS O 1::-:t._ .L_.... '4'1 sm..v <br /> ACCORDANCE MTI Am�rna'v ....egg.. <br /> RECOMMENDATIONS OF THE <br /> EOTECNICAL REPORT.GATED y- <br /> + � <br /> FEBRUARY PREPARE) <br /> BY TERRA ASSONATES.INC. <br /> IxA.p.o.r wmrarr0u Rp,B,. t9q !Il <br /> il <br /> CEMENT CONCRETE PAVEMENT T yJ ) <br /> E ommW uw� ,. • ;Ker41�i�11 \ {` 9 / ' IH' <br /> NTS O '( \ / _.Iwsils Y Q(:_i <br /> $ ro" t d�., It�l .1 t'1 <br /> t[ WWF J �.. WWI OUNUIRAIL <br /> PORIIAND CEMENT CONCRETE i._} I r�i �m� JL4` AMm (MIS <br /> — / (WSDOT Sro SPEC 5-05) ...{.... Anac.R Aawr,ra, sWUMM MAN naas W <br /> 1R'• NTH BROOM FINISH oar Is•M¢r <br /> 1. <br /> _•11... W.,w)I a <br /> CRUSHED SURFAGNN r_Y TWEET nImKRRAST RLWVAMR L 411..................... t <br /> (WEOOT SID SPEC 9-03.9(3)) _I U <br /> /I�'—�BGRAOE PREPARE)IN W <br /> CCCRDANCE MTI <br /> \. ... ..." RFEELOUMMENYIDCAAL REP a P,THE ARE c QQQQaZ <br /> t Q J <br /> T FEBRUARY .2016.PREPARED p <br /> BY TERRA ASSCATES.INC V, Q <br /> 473 <br /> 6 CEMENT CONCRETE SIDEWALK O 3 W <br /> 03 <br /> 6'SELECT SURFACING O <br /> AGGREGATE(PER WSDOT SID <br /> L SPEC 9-03-9(2))OR 2'-4' JJJ <br /> QUARRY SPALLS <br /> AAENHOAED%IAOABRIC. <br /> j IIIr0ID EWIVAL£NT. <br /> ®li COMPACTED SUBGRNDE 311 <br /> TEF ' 101, <br /> GRAVEL POND ACCESS ROAD Knowwhat's below C-1'2 <br /> cd N.T.S 4 Call ktorem <br />