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,.>_,..4,.g 7.,,, '*---''' <br /> • <br /> „7,..:. _•-•,:. _ : ---1----74 <br /> #4 REBAR AT 18" <br /> O.C.E.W. :._ c <br /> es <br /> w CURB FACE/ <br /> EDGE OF PAVEMENT <br /> .co :• ' .: '.? INLET . E S i ?' '1' N <br /> CONCRETE SLAB <br /> � . ...,. ..•.. .. .... ...,. ..•.:.., .;.. TE Civil Engineering <br /> co w ,., ::4: �.••! .:14 ;••• 4.7.0:• •.. , CLASS II AGGREGATE <br /> .•=�•��•'''{ •e*.• "e.`,"•' % " BASE COMPACTED TO..•.� ...�.•• .:l:f'�:•�. ..� •,•,• �►� FLOW -� FLOW <br /> LI��I' f ri �I �J r i� <br /> STREET,SUITE 115 <br /> �I�I�I�I��t�/�j�/��j�f� MINIMUM 95% RELATIVE <br /> VANCOUVER,WA 98683 <br /> /�/�/�/�����/�/�/�/�/��� COMPACTION. <br /> 4 f4.4•*•4•4•���•��4.4• Ph.214-705-3179 <br /> N ���/���/�������/1��/���/��������/��/��f��� SCARIFY (ScRECOMPACT <br /> P ACT <br /> '//''/' � '''f''''''/�/� John Measels, R <br /> ��%�%�%��%1%��%�%�%�%�%1�%�1%�� TOP OF SUB—GRADE TO PE <br /> ENGINEER <br /> RELATIVE SANDBAGS <br /> SPILLWAY, 1-BAG HIGH 2-BAGS HIGH <br /> TYPICAL PROTECTION FOR INLET ON GRADE apky <br /> .,. <br /> #,"1/444:24004, <br /> 45iONA1 <br /> HEAVY DUTY CONCRETE PAVING SECTION <br /> Seal NOVEMBER 5, 2020 <br /> NO SCALE <br /> x <br /> 4" CONC. SLAB OVER COMPACTED FILL <br /> • NOTES: <br /> 6 X 6, W-1.4 X W-1.4 W.W.F. CENTERED <br /> 6" IN SLAB. 1. INTENDED FOR SHORT-TERM USE. s <br /> Al TOOLED SCORE JOINT 2. USE TO INHIBIT NON-STORM WATER FLOW. <br /> 1% MIN. <br /> TOOLED EDGE 3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP. <br /> 1% MAXI 6" OR PER PLAN 4. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETED. <br /> 5. NOT APPLICABLE IN AREAS WITH HIGH SILTS AND CLAYS WITHOUT FILTER FABRIC. <br /> 1C- E° - )es--X --XF • sue ' <br /> •.Al ° e. A.0 PAVING OR CONC. PAVING WITH <br /> : • <br /> EXPANSION JOINT, AS OCCURS <br /> i d <br /> \ b . <br /> A. Ylo !' #4 CONT. T. & B. 4 STORM DRAIN INLET PROTECTION <br /> i <br /> ►� i <br /> :'w/ NOTES: NO SCALE <br /> • • 1. EXPANSION JOINTS 0 40'-0" MAX. <br /> 3" 2. CONTROL JOINTS • 10'-0" MAX. <br /> 6" 3. WHEN ADJACENT TO CONCRETE SLAB CONTINUE <br /> SLAB JOINTS THROUGH RAISED CONCRETE WALK. <br /> 2" THICK SAND OR 4. ISOLATION JOINT AND THICKENED SLAB EDGE <br /> 1/2" DRAIN ROCK MAY BE SUBSTITUTED FOR EXPANSION JOINT. <br /> z <br /> 0 <br /> 7) <br /> w <br /> 2 RAISED CONCRETE SIDEWALK <br /> NO SCALE <br /> SEA <br /> LILFTS COAT PER LOCAL DOT <br /> < \ ; <br /> _I "4" ?/ <br /> SPECIFICATION <br /> ASPHALTIC CONCRETE IN 2 <br /> o aaaaaaa <br /> Y <br /> o <br /> v) esegossel/Poes01 4aIrae %ii:1i CLASS II AGGREGATE BASE <br /> L•� L• • I • <br /> N �o.��0 �'0 ��%ooki �*�' COMPACTED TO MINIMUM 95% <br /> V AV.1:0 AV.0:0 RELATIVE COMPACTION. <br /> .•40 I.40 Icy' I.40 <br /> / -t W�It�/`�//���I`•�•••0I�� <br /> N � �����%��%��*.*�%��%.#.44 SCARIFY Sc RECOMPACT TOP <br /> /�I/�I///�I��%/�%/�%/��%/��%/��%/��%j`1 OF SUB—GRADE TO A MIN. <br /> 0 OF 90% RELATIVE Q <br /> o NOTE: > <br /> in• <br /> 1. APPLY A "TACK COAT" OF ASPHALT TO VERTICAL FACE OF ALL ® "1"CURBS, GUTTERS AND STRUCTURES BELOW THE PAVING SURFACE. <br /> 2. BASE COURSE: THE MAXIMUM AGGREGATE IS 3/4" AND THE MINIMUM <br /> w LIFT SHALL BE 2". W O 0 CV <br /> Q 3. FINISH COURSE: THE MAXIMUM AGGREGATE IS 1/2" AND THE MINIMUM CC L. O <br /> LIFT SHALL BE 2". LO z < <br /> CC <br /> o L ..6 <br /> OU <br /> n CICpC U � w <br /> 3 ASPHALT PAVING Q C T Cr <br /> ,• <br /> Z NO SCALE <br /> m Q rn > <br /> Q <br /> w <br /> a <br /> 0 <br /> z <br /> W <br /> a <br /> a <br /> D <br /> 0 <br /> 1 <br /> r <br /> 0 <br /> Q <br /> I- <br /> ix <br /> > Project Number <br /> 0 <br /> 0 <br /> B PW20038.0 <br /> z <br /> U <br /> Sheet Name <br /> ro <br /> co <br /> 0 <br /> N <br /> , DETAILS <br /> m <br /> Q <br /> O <br /> w Sheet Number <br /> ff <br /> w <br /> Q 11 <br /> nf, =_. 111 <br /> n <br /> / <br /> PLOT DATE 11/5/2020 <br />