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CONCRETE SHALL HAVE <br />MIN 28 DAY COMPRESSIVE <br />STRENGTH OF 4000 PSI <br />a <br />RIM ELEVATION <br />vzi PER PLANS <br />0 <br />�n <br />"_MIN, L UNDISTURBED <br />SUBGRADE <br />TYPE 1 & 1L <br />TYPICAL CATCH BASINS <br />NOT TO SCALE C`04 <br />TAP BOX <br />6„ (SIZE PER ELEC DWGS) 6„ <br />l / 10" THK. 3" CLR (TYP) 4; <br />FRAME AND GRATE <br />PER WASHINGTON D.O.T. <br />STANDARD PLAN B-2O <br />OR AN APPROVED EQUAL <br />UNLESS OTHERWISE NOTED <br />6" RISER SECTION <br />(AS REQUIRED) <br />12" RISER SECTION <br />(AS REQUIRED) <br />GROUT PENETRATION W/ <br />NON -SHRINK GROUT <br />OUTLET PIPE PER PLANS <br />PRECAST BASE AND <br />RISER SECTIONS SHALL <br />BE CONSTRUCTED IN <br />IN ACCORDANCE WITH <br />ASTM C478 <br />6" COMPACTED BEDDING <br />ASPHALT <br />PAVEMENT <br />y' SUBGRADE <br />I> <br />\ ASPHALT PAVEMENT OR <br />PAVEMENT PATCH (SEE <br />TYPICAL DETAILS) <br />BACKFILL MATERIAL PER WSDOT <br />9-03.14 SELECT BORROW COMPACTED <br />DETECTOR TAPE _ TO 95% OF ITS MAX UNIT <br />WT AS DETERMINED BY <br />ASTM D1557 <br />WSDOT 9-03.16 THERMO- <br />PLASTIC PIPE BEDDING �\N�± — - <br />COMPACTED TO 95% <br />OF ITS MAX UNIT WT <br />AS DETERMINED BY / 12" r O.D. r 12" <br />ASTM D1557 PIPEI�MIN. <br />NOT TO SCALE C504 <br />7' HIGH, 2" MESH, 6 GAUGE CHAIN —LINK <br />FENCE W/1'x(3) STRAND BARBED WIRE <br />W/3"OD SCHED 40 STEEL LINE POST <br />W/TOP BAR TENSION WIRE <br />TOP TO BE FLUSH <br />WITH TRANSFORMER CURBING <br />BACKFILL OR NATIVE MATERIAL \ ` #4 Q 12"oc EW <br />PER SPECIFICATIONS COMPACTED J y" CLEAN ROCK <br />TO 90% OF ITS MAX UNIT WEIGHT <br />SUBSTATION PAD DETAIL <br />NOT TO SCALE C504 <br />EXISTING PAVEMENT <br />STRUCTURE <br />0 <br />U <br />EXISTING 13.8 KV N <br />ELECTRICAL POWER z <br />CONDUIT <br />%\ z <br />18„ <br />NEW DUCTILE IRON (TYPICAL) �o u <br />PIPE (SIZE VARIES) z <br />Yz" CLEAN ROCK <br />ASPHALT <br />PAVEMENT <br />8"0 ID CAST IRON <br />RING &COVER <br />2'-0" SQUARE <br />3000 PSI CONCRETE <br />SUBGRADE <br />COLLAR <br />Io <br />z <br />THREADED PLUG <br />BACKFILL MATERIAL PER WSDOT <br />9-03.14 SELECT BORROW COMPACTED <br />v <br />TO 95% OF ITS MAX UNIT <br />DETECTOR TAPE <br />WT AS DETERMINED BY <br />ASTM D1557 <br />FIBER JOINT PACKING <br />\ <br />1/2 PIPE O.D. <br />i <br />WSDOT 9 03.15 <br />3000 PSI ENCASEMENT <br />SEWER PIPE <br />1/4 PIPE O.D. <br />RIGID PIPE BEDDING <br />MIN 4" THICKNESS <br />(4" MIN.) <br />COMPACTED TO 95% <br />OF ITS MAX UNIT WT <br />AS DETERMINED BY <br />PIPE <br />40" MAX <br />ASTM D1557 <br />MIN. <br />SEWER PIPE <br />TYPICAL_ TRENCH SECTION FOR RIGID PIPE <br />NOT TO SCALE <br />CLASS A (3/4") — AIR —ENTRAINED PORTLAND CEMENT <br />CONIC WITH COMPRESSIVE STRENGTH OF 3000 PSI <br />WITHIN 4 DAYS. MATCH DEPTH OF EXISTING <br />CONCRETE CURB CONCRETE PAVING. <br />1" CHAMFER (BOTH SIDES) STEEL REINF (SEE TABLE BELOW) <br />MATCH EXIST ASPHALT <br />THK W/ CLASS B ASPHALT <br />CONIC PAVING (MIN. 4" THICK) <br />VA17/7w, RUBBER ASPHALT FILLER <br />18° <br />BACKFILL OR NATIVE MATERIAL \ —(2) #5 CONT. (TYP) <br />PER SPECIFICATIONS COMPACTED J <br />TO 90% OF ITS MAX UNIT WEIGHT <br />SUBSTATION FENCE & CURB <br />NOT TO SCALE CC04 <br />MOUND CONCRETE <br />4"0 SCH 40 PIPE <br />FILLED WITH CONCRETE <br />PAINT WITH ONE COAT OF <br />PRESERVATIVE PAINT PRIMER <br />SERIES 28-54 AND ONE FINISH <br />COAT PRESEr PAI <br />SEER ESO 10 (SAFETYTIVE YELLOW)T <br />ORISCTING O CRETE ASPHALT PAVEMENT <br />\7 <br />I z <br />N � <br />v D CONCRETE <br />_p._.. 0, <br />TYPICAL INSTALLATION @ 13.8 KV UTILITY CROSSINGS <br />NOT TO SCALE <br />REVISION BY APPROVED DATE <br />STALL 113 TRAILERS 1243685 TLF 01.27.23 <br />14"0 <br />MIN <br />BOLLARD <br />NOT TO SCALE CC04 <br />CC04 <br />REVISION <br />Ill <br />EDGE OF BLDG OR FENCE <br />T <br />EXIST ASPHALT <br />C504 <br />—JOINT SEALANT PER <br />TECHNICAL SPECIFICATIONS. <br />STEEL DOWEL (ASTM A615, <br />GRADE 40) FOR DOWEL SIZE <br />AND SPACING SEE CHART <br />BELOW, FILL WITH HILTI <br />"HIT HY-150". <br />o EXIST CONIC PAVING, <br />-- � DEPTH VARIES <br />BASE MATERIAL — <br />2" TOP COURSE, <br />BACKFILL MATERIAL PER 4" BASE COURSE <br />SPECIFICATIONS COMPACTED TO PER SPECIFICATIONS <br />95% OF ITS MAX UNIT WEIGHT COMPACTED TO 95% <br />12" 12" 6" OF ITS MAX UNIT WEIGHT <br />NOTE: <br />CONCRETE CONTRACTION JOINTS ALONG WIDTH OF PATCH SHALL MATCH EXISTING <br />CONCRETE JOINTS, SAWCUT GROOVE, AND FILLED WITH JOINT SEALANT. <br />REINFORCEMENT, DOWEL SIZE AND SPACING <br />SLAB DEPTH <br />DOWEL <br />TOTAL DOWEL <br />DOWEL SPACING <br />DRILLED <br />SLAB <br />"D" <br />DIAMETER <br />LENGTH <br />CENTER TO CENTER <br />HOLE SIZE <br />REINFORCEMENT <br />(INCHES) <br />(INCHES) <br />(INCHES) <br />(INCHES) <br />(INCHES) <br />5-6 <br />3/4 <br />2'-0" <br />12 <br />7/8 <br />#3 0 10" OC EW <br />7-8 <br />1 <br />2'-0" <br />12 <br />1 1/8 <br />#4 0 12" OC EW <br />9-11 <br />1 1/4 <br />2'-0" <br />12 <br />1 3/8 <br />#4 @ 10" OC EW <br />PLUGGED END <br />(IF END OF LINE) <br />SEWER PIPE WYE <br />TYPICAL CLEANOUT <br />NOT TO SCALE C`04 <br />CONSTRUCTION NOTES FOR CONCRETE PATCH <br />1. DOWEL ADHESIVE: THE ADHESIVE FOR BONDING REINFORCEMENT <br />AND THREADED RODS TO EXISTING CONCRETE SHALL BE HIT HY-150 <br />ADHESIVE AS MANUFACTURED BY HILTI FASTENING SYSTEMS. <br />DRILL HOLES AND INSTALL ADHESIVE AND DOWELS OR THREADED <br />ROD IN ACCORDANCE WITH THE ADHESIVE MANUFACTURER'S <br />RECOMMENDATIONS. <br />2. JOINT SEALANTS FOR SAWED CONSTRUCTION JOINTS: JOINT <br />SEALANTS SHALL MEET THE REQUIREMENTS OF AASHTO M173 <br />CONCRETE JOINT SEALER, SEAL TIGHT SAFE SEAL 3405. <br />3. JOINT SEALANT FOR OTHER CONCRETE CONTROL JOINTS: JOINTS <br />SHALL HAVE A 3/4" THICK PREMOLDED FILLER CONFORMING <br />TO THE SPECIFICATIONS FOR "PREFORMED EXPANSION JOINT FOR <br />CONCRETE PAVING AND STRUCTURE CONSTRUCTION" AASHTO M213 <br />EXCEPTING THE REQUIREMENT FOR WATER ABSORPTION, WHICH IS <br />DELETED. THE JOINT ABOVE THE FILLER SHALL BE SEALED WITH <br />A TWO—PART URETHANE JOINT SEALER CONFORMING TO ASTM C920 <br />FOR USE IN VEHICLE TRAFFIC AREA. DIMENSIONS OF SEALER <br />SHALL BE IN ACCORDANCE WITH THE SEALER MANUFACTURER'S <br />RECOMMENDATIONS. <br />4. CLASS A (3/4") AIR ENTRAINNED PORTLAND CEMENT CONCRETE <br />WITH COMPRESSIVE STRENGTH OF 3000 PSI WITHIN 4 DAYS SEE <br />TYPICAL CONCRETE PAVEMENT SECTION THIS SHEET FOR <br />REINFORCEMENT. <br />HARD NOSE POLYCAST <br />OLLARD SEE TYPICAL PATCH FOR CONCRETE OR ASPHALT PAVEMENT 600 TRENCH DRii4 <br />DA0670 <br />'AL DETAIL NOT TO SCALE C504 END CAP <br />HY <br />HARD NOSE POLYCASTV.600 TRENCH DRAIN A � (TYP (N. BOTH SIDES) <br />N N DA0638 <br />5 1/2" 6" PVC FITTING <br />0 <br />24" 24" <br />\/\DA0633 5 1 /2 <br />TYPICAL BOLLARD PLACEMENT DETAIL �� NSTALLATION CHAIR 6" PVC BOTTOM`' ------'') <br />#4 REBAR <br />(TYPICAL EVERY NEW HYDRANT & P.I.V.) °a a EVACUATION <br />INITIAL POUR \� °O a °a 4" MIN. <br />a �0 BE DEVELOPED BY -------- <br />THE SLAB �DESIGNER <br />TRENCH DRAIN CONNECTION DETAILSGB� <br />NOT TO SCALE C504 <br />14" <br />MIN. EXCAVATION <br />WIDTH (TYP) <br />STANDARD TRENCH DRAIN INSTALLATION �a <br />NOT TO SCALE C504 <br />DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br />!"SIT FIL N I ACCEPTABILITY KEVIN TERRELL 6.20.08 <br />THIS DESIGN AND/OR CHECKED SECTIONS AND DETAILS c243sas 01.27.23 <br />SPECIFICATION IS APPROVED SHEET <br />-AB"W"rw" ® CHECKENGINEER e STALL 113 TRAILERS C 5 04 <br />APPROVED BY DEPT. DATE DAVE DORIVIER 6.20.08 <br />CHECKED <br />APPROVED 45-YD <br />JOB No. C243685 C <br />APPROVED CIVIL MASTER EVERETT, WA DWG NO, 45—YD—0504 <br />WAS C500.DWG THEN C509.DWG <br />