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STRETCHER BAF <br />(TYP) <br />STRETCHER <br />BANDS (TYP) <br />k, <br />II 3P-2" <br />H. <br />HMA CLASS 4" PG 64-22 <br />(WSDOT STD SPEC 5-04) <br />3 <br />10 CRUSHED SURFACING <br />n 0 <br />�e 00 0 C!, (WSDOT STD SPEC 9-03.9 (3)) <br />0 o <br />o <br />la 0 <br />0 C7 z 1/211 R 1" R <br />0 szop <br />0 F F <br />XN� x fl <br />44F <br />SUBGRADE PREPARED IN 6 <br />ACCORDANCE WITH GEOTEXTILE <br />RECOMMENDATIONS OF THE FILTER FABRIC <br />GEOTECHNICAL REPORT, DATED "MIRAFI 140N" OR <br />JUNE 22, 2016, PREPARED BY APPROVED EQUAL <br />EARTH SOLUTIONS NW, LLC. <br />GRAVEL. BACKFILL <br />ON -SITE ASPHALT PAVEMENT PAVEMENT <br />Q0 FOR DRAINS <br />NTS0 ae <br />FOOTING PER <br />STRUCTURAL DRAWINGS <br />PORT LAND CEMENT CONCRETE I Q,V <br />811 <br />4" PERFORATED PVC DRAIN <br />(WSDOT STD SPEC 5-05) <br />PIPE WITH PERFORATIONS DOWN. <br />PROVIDE CLEANOUTS @ 100' <br />5" <br />3 MIN. <br />eQ MAXIMUM SPACING. <br />0 0 <br />0 <br />CRUSHED SURFACING <br />TYPE E-1 CURB NOTE: <br />6" (WSDOT STD SPEC 9-03.9 (3)) L-1 �5L_m I N . THE FOOTING DRAIN SHALL DISCHARGE <br />TO AN APPROVED DRAIN SYSTEM. <br />77 7 77 `N\ <br />SUBGRADE PREPARED IN <br />X� <br />ACCORDANCE WITH <br />RECOMMENDATIONS OF THE <br />GEOTECHNICAL REPORT, DATED <br />JUNE 22, 2016, PREPARED BY TYPE E-1 CURB FOUNDATION DRAINAGE <br />EARTH SOLUTIONS NW, LLC. COE STD DWG #305C NTS <br />NTS <br />-CEMENT CONCRETE PAVEMENT <br />__Q <br />NTS <br />b. <br />4 <br />©0 C' <br />ql,- <br />000 00 . <br />000 0 <br />c <br />o <br />0 0 0 <br />0 <br />00 0 it! o 0 <br />PORTLAND CEMENT CONCRETE <br />(WSDOT STD SPEC 5-05) <br />WITH BROOM FINISH <br />—CRUSHED SURFACING <br />(WSDOT STD SPEC 9-03.9 (3)) <br />SUBGRADE PREPARED IN <br />411 <br />ACCORDANCE WITH <br />X, <br />RECOMMENDATIONS OF THE <br />GEOTECHNICAL REPORT, DATED <br />JUNE 22, 2016, PREPARED BY <br />EARTH SOLUTIONS NW, LLC. <br />CEMENT CONCRETE SIDEWALK <br />NTS <br />ATTACH CHAIN LINK <br />FABRIC TO TOP RAIL <br />A D BOTTOM RAIL WITH ,,Nr. I �.j i m <br />HOG RINGS AT 15" MAX <br />CENTERS. (TYP) <br />3/8 " TRUSS <br />ROD ASSEMBLY <br />Il <br />10" DIA CONC <br />BASE (TYP) <br />u <br />NTS <br />NOTES: <br />1. BRACE AND TRUSS ROD REQUIRED AT <br />GATES AND SIDE OF ALL CORNER POSTS. <br />2. FENCE AND APPURTENANCES TO BE <br />GALVANIZED PER SPECIFICATION 323113. <br />3. SEE THE SITEWORK SPECIFICATIONS FOR <br />UTILIZATION OF STEEL FENCE TIES <br />-10'-0" MAX <br />TYPICAL TRENCH SECTION <br />COE STD DWG #614 <br />NTS <br />NOTES <br />1. %'= rvlAXfMUM)AQDTH OF TRENCH. FOR PIPES 15�" <br />OR LESS IN MA W=40". FOR, PPES 18" OR GREATER <br />\N=15 X i.D,+ 18". PIPE MUST BE CENTERED IN <br />TRENCH, <br />2. ALTERNATE SLOPING TRENCH WALL TO N4 EET <br />O.S.H.A. REQUIREMENTS iINC SLOPES STEEPER7HAN <br />1:1 EXCEPT FOR ROCK). <br />3. SUITABLE NATIVE MATERIAL OR IMPORTED GRAVEL <br />BORROW AS DIRECTED. CONIPACT TO 9058 <br />MAXIMUM DENSITY. <br />4. FOUNDATION GRAVEL IF REQUIRED, BY THE <br />ENGINEER TO REPLCE UNSUITABLE MATERIAL, <br />SMALL BE FOUNDATION MATEMAL CLASS A, B OR As <br />APPROVED BY THE ENGINEER, <br />-5, FOR ADDITtONAL CC M PACTION EN FORNIATION SEE <br />STANDARD DWG 615ti <br />6: IF DIRECTED BY THE ENGINEER THE TOP THREE TO, <br />FIVE FEET OF BACKFILL SHALL BE IMPORTED GRAVEL <br />BORROW OR SUITABLE NATIVE MATERIAL <br />COMPACTED, TO 95% N41AXIMUM DENSITY. <br />7'e SEE CITE' OE EVERETT STANDARD D,WG 316, FOR <br />PA'v'EMENT PATCH: DETAILS. <br />& VERTICAL TRENCH WALLS WITH SHORING TO <br />CONFORM TO 0,S.H,A, REGULATIONS, <br />9. SUBGRADE OR GROUND SURFACE M NON -PAVED <br />AREAS. <br />10. EXCAVATED NATIVE IVIATERIALOR STD CKPI LED <br />BACKFILL N14TEMAL. <br />lt 17OR ALL TRENCHING TRANSVERSE TO THE ROADWAY <br />BACKPILL ABOVE THE Pf,�E ZONE SHALL BE <br />CONTROLLED DENSITY FILL. SEE SECTION 3-9.6 & <br />3-20.1 OF THESE STANDARDS. <br />111 FOR LITILITYCLITS SUCH AS, GAS, TELEPHONE, <br />POWER, AND CABLE TVLON13I71JDIINALTO THE <br />ROADWAY, BACKRLL SHAD BE CONTROLLED <br />DENS17YFILL, SEE SECTION 3-9.5 OF THESE <br />STANDARDS, <br />le <br />N"&X <br />A D,t SYSTEMS <br />EXPANSION <br />NAVIX PROJECT NUMBER: 50-474-002 <br />PROJECT ADDRESS <br />�s 0 <br />1112oS2e 7 <br />Imm <br />REVISIONS <br />REV ISSUED FOR: DATE <br />I CITY PERMIT 09.13.17 <br />NIZIF I �� <br />it 00,jl[lh <br />"11V; all; 0 <br />Aw, m <br />