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POWER <br /> <br />SEE SHEET 9 OF 9 FOR <br />TYPICAL SPACE LAYOUTS, <br />DIMENSIONS & UTILITY <br />SERVICE LOCATIONS. <br /> <br />I <br />0 <br /> <br />TYPE <br /> <br />POWER-- <br /> <br />EXI S T. <br />BUILDING <br /> <br />WALL <br /> <br />ABBREVIATIONS <br /> <br />A.C._ ASPHALTIC CONCRETE INV. INVERT <br />ASSY. ASSEMBLY L _ LENGTH. LINE <br />BO. BLOW OFF M.H. MANHOLE <br />C.B. CATCH BASIN M METER. MAIN <br />CB.C.O CATCH BASIN GLEAN OUT P.V.C. POLYVINYL CHLORIDE <br />C.L. or ~ CENTERUNE p.p. POWER POLE <br /> <br />DE DUCTILE IRON P.L oFI~___PROPERTY LINE <br />E.G EXIST. GRADE / GROUND R RADIUS <br />E.OP., E/P__ ED~ 0~ PAVemENT R.W. a~ R/W EIGHT=OF-WAY <br />ELEV ELEVATION SAN,S. or S.S,__SANITARY SEWER <br />EX. or EXIST__ EXISTING S SLOPE <br /> <br />FT. FEET STD. STANDARD <br /> <br />FF. FINISH FLOOR STM.DRN. or S.D.--STORM DRAIN <br /> SERVICE <br /> TOP OF CURB <br /> TYPICAL <br /> WATER MAIN <br /> <br /> \ \ <br /> <br /> \ \ <br /> \\ <br /> <br />\ <br /> <br /> \ <br /> <br /> \ <br /> \ <br /> <br /> \ <br /> <br />S 00'21'50" W <br /> <br />POWER <br /> <br />10' CONST,EASMT. <br /> <br />50' ACCESS EASEMT. <br /> <br />/ <br /> <br /> LJ <br /> <br />EXIS TING <br />BUILDING <br /> <br />:XIS K IRRIGATION <br />WELL & PUMP <br /> <br />ENCE <br /> <br />~ t t <br /> <br />__!__0' CONST. EASEMENT <br /> <br />S 00'21'50" W 4.38.96' <br /> <br />PRIVATE <br /> <br />BAR~E~ <br /> <br />WIRd FF'-CE~- ~' <br /> <br />N 00'2 E 1009. <br /> <br />ACCESS ROAD <br /> <br />L <br /> <br /> W/2-#4 BARS IN <br />2ND. COURSE FROM THE TOP <br />& @ 4' O" O.C. VERTICALLY. <br /> <br />BARS @ 32" OC <br /> <br /> "x16" BOO YORK SPLIT <br /> FACE. BOTH SIDES <br /> <br /> W/2-#4 BARS IN <br />2ND. COURSE FROM THE TOP <br />& @ 4'-0" O.C. VERTICALLY. <br /> <br />MAINT. <br /> <br />CORNER, END~ <br />AND GATE POSTS <br />TO BE ~O. 4O <br /> <br />tO'- MAX, <br /> <br />STRETCHER <br />BAR <br /> <br />t t <br /> <br />40' ] <br /> <br />/ <br /> <br />600' MAX. RUN <br /> <br />--TOP RAIL <br /> <br />UNK FABRIC <br /> <br />~ t <br /> <br />IRACE RAIL <br /> <br />30' <br /> <br />ioc <br /> <br />F.G. FINISH GRADE <br />F.H..__ FIRE HYDRANT <br />F.M. FORCE MAIN <br />G.V. -- GATE VALVE <br /> <br />SYMBOLS <br /> e BLOW OFF ASSY EX. <br /> ~ BLOW OFF ASSY. PROP. <br /> <br /> [] CATCH BASIN EX <br /> [] CATCH BASIN PROP. <br /> [] CATCH BASIN CLEAN OUT EX <br /> · CATCH BASIN CLEAN OUT PROP <br /> <br /> O CLEAN-OUT EX. <br /> · CLEAN-OUT PROP <br /> ~ FIRE HYDRANT EX. <br /> ~ FIRE HYDRANT PROP. <br /> [~ GAS VALVE <br /> <br /> CENTERL INE <br /> GAS MAIN <br /> DITCH CL. <br /> - -- POWER LINE <br /> -- -- -- SANITARY SEWER EX. <br /> ~ ~ ~ SANITARY SEWER PROP. <br /> <br />SVC. <br /> <br />TYP. <br /> <br />(~ GATE VALVE EX. <br />0 GATE VALVE PROP. <br />(~) MANHOLE STORM DRAIN EX <br />t~ MANHOLE STORM DRAIN PROP <br />~) MANHOLE SAN SEWER EX. <br />(~ MANHOLE SAN. SEWER PROP. <br />[~ METER ASSY. EX. <br />[] METER ASSY. PROP <br />· REDUCER / INCREASER <br />F~ 3/4" - 1" WATER METER EX. <br />I 3/4" - t" WATER METER PROP <br /> <br /> STREET LIGHTS <br /> <br /> --STORM DRAIN EXIST. <br /> ~--STORM DRAIN PROP, <br /> TELEPHONE LiNE <br /> WATER MAIN EXIST. <br />..... WATER MAIN PROP. <br /> <br />L-~A <br /> <br />#4 BARS @ 16" O.C. <br /> <br />C.M.U. <br /> <br />(ISTING GROUND <br /> <br /> ~OURED IN PLACE <br /> CONCRETE BASE <br /> <br /> BARS @ 16" O.C <br /> <br />3" CLR <br /> <br /> 4" OF 1"-0 CRUSHED ROCK <br />OR STABLE SUBGRADE. <br /> <br />MASONRY WALL - TYPICAL SECTION <br /> <br />NTS <br /> <br />CONCRETE ~ <br />FOOTING <br />(3000 P.S.L) <br /> <br />12' <br />MIN. <br /> <br />omit truss rod at ~d <br />and comer poata. <br /> <br />CONCRETE <br />FOOTING <br /> <br /> ;YMMETRICAL ABOUT POST FOR <br />INIERMEDIATE END POST <br /> <br />MIN. <br /> <br />WIT,T,TAM I. PETERSON <br /> <br />ENGINEERING CONSULTANTS <br /> 4300 CHERRY AVE. NE. KEIZER, OR. 97303 <br /> (503) 390--74-02 FAX ~ 390--746] <br /> <br />INC. <br /> <br />NOT FOR <br />CONSTRUCTION <br />UNLESS STAMPED <br />APPROVED <br /> <br />CERT. EXP JUNE 30,2000 <br /> <br /> ~ANGES OR MODIFICATIONS <br />OR REPRODUCTIONS ARE TO BE <br />MADE TO THESE DRAWINGS <br />WITHOUT A WRITIEN <br />AUTHORIZATION FROM THE <br />ENGINEER WHOSE STAMP <br />APPEARS ON THESE DRAWINGS <br />DAl~ OF RECORD - <br /> <br /> SITE/X/SCALE: 4{) <br /> <br />Design: P.LV.M. <br />Drown: T.A.K. <br />Checked: w. LP. <br />Dote: 3-2-99 <br />Scole: ~ SHOWN <br />As-Built: <br /> <br />MIN. <br /> <br />', 9g <br /> <br />981 <br /> <br />CHAIN LINK FENCE DETAIL <br /> <br />Z <br /> <br />MAPLE , ill/z,, <br /> ~ iL OC~ <br /> <br />BROOMING DIRECTION <br /> <br />XPANSION JOINT <br /> DRIVEWAY <br /> <br />'FLAN~4'3' W~DE~tAX. YOR COMMERCIAL ORIVEWAy <br /> <br />NO]ES: <br /> <br /> ~' with,n Cope ~im,t~ion~ shown, ~juat ex,s~ng driveway--not <br /> <br />STANDARD DR!~.~s. WA V DETAILS <br /> <br />Drowing Number <br /> <br />Sheet Number <br /> ~ of ~0 <br /> <br /> <br />