600 10TH ST 2020-05-06 - Laserfiche WebLink

4. I , Qe® 00 0 0 0 1. FINISH GRADE 0 2. PLANTING SOIL O 1. CONCRETE PAVEMENT PER WSDOT 5-05 1/2" 3. EXTENT OF EXCAVATION 2. 6"CRUSHED SURFACING TOP COURSE PER WSDOT -1—. _OI 4. CEMENT CONCRETE SIDEWALK PER 4 _o- 9-03.9(3)COMPACTED 95% '�„[F WSDOT8-14 —' z a 3. 95%COMPACTED ENGINEERED FILL -x— JAWNW I' 0 5. 95%COMPACTED SUBGRADE OR 6" w 4. 6 X 6 WWM,PER WSDOT STD SPEC —+,.!! MIII CRUSHED 03 9(3)CO TOP COURSE PER El Q.,.*±60-/4N ., 1!_ 1- WSD079.03.9(3 COMPACTED 95% �.•ik.,,,\ • _ - I 5. 6"THICK CONCRETE PAVEMENT P''<. ., 1:1 MAX 6. #4 REBAR HORIZ.CONT. IP. r�� - 1 T �i�itL� �i� \\\ \12"\\�4" ,/\ _I 0 AOT INSTALL THICKENED EDGE ON ALL EDGES ', ' ` OF PAVEMENT. \ /\\/ //\/�\/�\ B. OFWSDOT SPEC=STANDARD SPECIFICATIONS FOR ROAD,BRIDGE& /\/A//\// / MUNICIPAL CONSTRUCTION,MOST \\ \\, RECENT EDITION,WASHINGTON STATE �\ A DEPT.OF TRANSPORTATION. OCONCRETE PAVEMENT WITH THICKENED EDGE O CONCRETE PAVEMENT SCALE: 1"=1'-0" SCALE: 1 1/2"=1'-0" D/4 Jy 3/8" O O 5. 6"FELT EXPANSION FIBER BOARD CONTINUOUS FROM ONE JOINT-SPACING NOTES: "r )" 2 \ PAVEMENT EDGE A. CONTRACTION JOINTS TO BE PLACED TO PRODUCE PANELS 2. JOINT SEALANT PER WSDOT STD SPEC 9-04.2,COLOR GRAY THAT ARE AS SQUARE AS POSSIBLE AND NEVER EXCEEDING A 3. BACKER ROD BELOW CAULKING LENGTH TO WIDTH RATIO OF 1-1/2 TO 1(SEE FIGURE 1 TO 24 Mir ,, 4. B"x 18'COATED DOWEL,36"O.C..PER WSDOT STD SPEC \\ 5-05.3(10) BELOW).30TIESTHS 706E HI SPACEDATDISTANCESINDICATED IN \ 5. SEALED TOOLED JOINT PER WSDOT STD SPEC 5-05.(8)C TOPLANS.JOISTHESLNB THICKNESS GREATER EADR THAN15 FT.IN 6. 95%COMPACTED SUBGRADE OR 6"MIN.CRUSHED QUISTH SPACING OADT ISTRANSFER DEVICESCSUCH •- -iY � 'csp • DOWELS STHEUSE N LOADAS gal j O O '4,414,14,,40 SURFACING TOP COURSE PER WSDOT 9.03.9(3)COMPACTED DOWELS OR DIAMOND PLANTS. eAt*, Nae ? - --2_Y• 95% B. IF CONTRACTION JOINTS ARE TOOLED THEY MAY BE TOOLED - •- 40,7 7. CONTRACTOR'S OPTION TO TOOL OR SAWCUT CONTRACTION INTO THE CONCRETE SURFACE AT THE TIME OF PLACEMENT. • A.CONTRACTION JOINT B.ISOLATION JOINT JOINTS,BUT ONLY ONE OR THE OTHER OPTION SHALL BE JOINTS MAY BE TOOLED INTO THE SURFACE(FIRST PASS) USED FOR ALL CONTRACTION JOINTS. PRIOR TO THE ONSET OF BLEEDING OR IMMEDIATELY WITH NOTES: THE FIRST PASS OF THE FLOATING OPERATION.THE LONGER A. ALL HAND TOOLED JOINTS TO HAVE BROOM FINISH.NO THE FIRST PASS FOR JOINTING IS DELAYED THE MORE 0 D° . T 1" SMOOTH TRO LED PERIMETERS PERMITTED. DIFFICULT IT WILL BE TO SHAPE CLEAN STRAIGHT LINE JOINTS. B. WSDOT STD SPEC.= SPECIFICATIONS FOR ROAD, TOOLED JOINTS TO BE RE-ESTABLISHED WITH EACH • SUCCESSIVE PASS OF FINISHING OPERATIONS. BRIDGE&MUNICIPAL CONSTRUCTION,MOST RECENT EDITION,WASHINGTON STATE DEPT.OF TRANSPORTATION. MN - 'c ��V S: 'Y�.I'�lY�i !f= � i fir. 1" #--1c . 8"- i 0 24" 24" FIGURE 1:JOINT SPACING IN FEET C.CONSTRUCTION JOINT MAXIMUM-SIZE MAXIMUM-SIZE • • SLAB THICKNESS,IN. AGGREGATE LESS THAN AGGREGATE 314-IN.AND 3/4-IN. LARGER Y4" y " • 4 8 10 © = I 5 10 13 pA, 6 12 15 WI 0 I' -e a r MINI 4 7 14 18 D- r / 8 16 20 i� \�" ^ ' �/ D..ENLARGEMENT 9 18 23 M 43 OF CAULKED JOINT(NTS) 10 20 25 APPROVED ...7., PAVING TS PUBLI WORKS DEPARTMENT j .0 SCALE: 1"=1,0" N DATE '(4I2— ,D CITY OF EVERETT REVIEWED FOR PERMIT 1 a a IF SHEET IS LESS THAN 22x34 i REDUCE SCALES ACCORDINGLY m i. PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO. CASCADE E. SCHMIDT AS NOTED L4.03 PEgl A DESIGN \/ DESIGNED DEDBY: WATERFRONT PLACE CENTRALE T DATE: 19, 2016 DIP No.COLLABORATIVE ", DRAWN BY: CHECKED 6Y: INTERIM PUBLIC ACCESS 6-8-001-02 LANosceIPEARCH11ECfuf�+uReAelot N OWE OF R. FINNEY L. LORRY -C �/ P.O.BOX 538 "'NNON�0N PROJECT O EVERETT, WA 98206 1402 3'°Ave.,Suite 415,Seattle,WA 98101 0 2/19/16 ISSUED FOR RID 44 CONSTRUCTION r. E�. APPROVED BY:CI JETTY LANDING IMPROVEMENTS NO. PA—BL-2016-02 DETAILS / (425) 259-3164 (206)628.91331 cescadadeslg ncolleb eom NO. DATE BY REVISION NO. DATE BY REVISION �rGie NO.x7.l 1 — — SHEET N0. 1D OF