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PAVEMENT <br />L-2" COMPACTED DEPTH CLASS B ASPHALT 112 R <br />4" COMPACTED DEPTH CR. SURFACE <br />TOP COURSE <br />6" COMPACTED DEPTH GRAVEL BORROW <br />TYPICAL PA VING SECTION <br />C4.3 N.T.S. (CITY OF EVERETT STD. 3-5.2) <br />D/W CUT <br />2 1/2" <br />1 1/2" R <br />(TYP 2PL) <br />1" R <br />(TYP 2PL) <br />10" <br />5" 2 1/2" <br />o rl o <br />II <br />Q : IIQ Q <br />J3 BARS -� <br />EXTRUDED CEMENT CONCRETE CURB <br />i�' <br />uul/_nl VVLU UUIIVI <br />SPACING OF ANCHOR BARS <br />AS SPECIFIED <br />SEE NOTE 3 FOR <br />ADHESIVE ALTERNATE <br />NOTES: <br />1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15'CLS. THRU JOINTS <br />SHALL BE PLACED ONLY AT POINTS OF TANGENCY ON STREET ALLEY AND <br />DRIVEWAY RETURNS AND WHERE THRU JOINTS OCCUR IN THE PAVEMENT SLAB. <br />2. CONCRETE SHALL BE CLASS 3000 OR COMMERCIAL WITH AIR -ENTERTAINMENT. <br />3. AT THE CONTRACTOR'S OPTION CONCRETE CURBS MAY BE ANCHORED TO THE <br />EXISTING PAVEMENT EITHER BY PLACING STEEL TIE BARS I FOOT ON EACH SIDE <br />OF EVERY JOINT, OR BY USING AN ADHESIVE. THE ADHESIVE SHALL MEET THE <br />REQUIREMENTS OF SECTION 9-26.1 OF THE WSDOT/APWA STANDARD <br />SPECIFICATIONS FOR TYPE II EPDXY RESIN. <br />� EXTR IIDEI� C�n�N�0��ONC�RET�ECU�RBT.S. (CITY OF EV <br />SECTION - <br />USING TYPE A-1 CURB <br />5.5 <br />LRj <br />" <br />2% <br />D p <br />Cp <br />D D <br />D <br />112" <br />6.5 " <br />p � D <br />SEE NOTE 9 <br />24" <br />1VO!ES <br />1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. <br />2. DUMMY JOINTS SHALL BE PLACED ON 15 FOOT CENTERS. DUMMY JOINTS <br />SHALL BE 1/2"x1-1/2". <br />3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS AND <br />AT POINTS OF TANGENCY ON STREETS, ALLEY AND DRIVEWAY RETURNS. <br />MAXIMUM SPACING SHALL BE 30 FT. PRE -MOLDED JOINT FILLER SHALL BE <br />112" WIDE AND CONFORM TO AASHTO DESIGN M213. <br />4. ALL JOINTS SHALL BE CLEAN AND EDGED. <br />5. CONCRETE SHALL BE CEMENT CONCRETE, CLASS 3000, <br />6. STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS. WOOD FORMS <br />MAY BE USED ON CURVED SECTIONS. <br />7. FINISH SHALL BE LIGHT BROOM FINISH. <br />8. THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING <br />COMPOUND AND COVERED BY WATERPROOF PAPER OR PLASTIC MEMBRANE <br />IN THE EVENT OF RAIN OR OTHER UNSUITABLE WEATHER. CURING TIME <br />SHALL BE A MINIMUM OF 72 HOURS. <br />9. ALL CURBS AND GUTTER SHALL BE PLACED ON A MINIMUM OF 2" OF <br />CRUSHED SURFACING TOP COURSE. <br />10. DUMMY JOINT 1/2"xl-1/2" BETWEEN A-1 CURB AND GUTTER AND THE <br />SIDEWALK. <br />/ 3 CEMENT CONCRETE CURB & GUTTER TYPE A-1 <br />N.T.S. (CITY OF EVERETT STD. 305A) <br />-:_....,.;....... �2"MIN <br />CRUSHED <br />SURFACING <br />BASE COURSE <br />.SECTION B- <br />USING MONOLITHIC CURS & SW <br />CEMENT CONCRETE DRIVE Y A_ TYPE-3 <br />N.T.S. (CITY OF EVERETT STD. 317) <br />NOTES <br />L. 1EQUALS WIDTH OF DRIVEWAY AT PROPERTY LIME. <br />?. 3/3" WIDE FULL DEPTH EXPANSION JOINT. <br />3. 3/3" WIDE FULL DEPTH EXPANSION JOINT IF [MOTE <br />1 ABOVE IS 15' OR GREATER, <br />WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY <br />SHALL BE SURFACED WITH ASPHALT OR CONCRETE. <br />>. THE DRIVEWAY RAMP INCLUDING WING RAMPS <br />SHALL BE CONCRETE COMMERCIAL rAIX AS CALLED <br />OUT IN WSDOT STANDARD SPECIFICATIONS, A MIN <br />OF 6" THICK AND PLACED ON A MINIMUM OF 2" <br />CRUSHED SURFACING BASE COURSE COMPACTED <br />TO 95% MAXINIUM DENSITY. <br />MAINTAIN 1/2" LIP AT GUTTER. <br />--- CATCH BASIN FRAME AND <br />VANED GRATE OR <br />MANHOLE RING AND COVER <br />RECTANGULAR ADJUSTMENT <br />SECTION OR CIRCULAR <br />ADJUSTMENT SECTION <br />F AT SLAB TOP - <br />PIPE ALLOWANCES <br />- - STEPS OR <br />LADDER <br />SEE TABLE <br />u <br />{MORTAR TYP <br />to <br />P FLOW <br />FLOW <br />X <br />2I yg a v---REINFGRCING <br />( - _ STLOYP <br />17� <br />"O" RING -'` Y,--��. <br />� x <br />SEPARATE EASE INTEGRAL BASE I <br />PRECAST PRECAST WITH RISER <br />(48" TO 72" ONLY) GRAVEL <br />v BACKFILL FOR <br />MORTAR 12„ PIPE ZONE <br />BEDDING <br />FILLET <br />�I I <br />SEPARATE BASE \- GRAVEL BACKFILL FOR <br />CAST -IN -PLACE PIPE ZONE BEDDING <br />3/4" DIA SMOOTH BARS WITH ENDS <br />CATCH <br />PIPE F/IATERIAL WITH MAXIMUIV1 INSIDE DIAMETER <br />BASIN <br />DIAMETER <br />CONCRETE <br />ALL <br />METAL <br />I _ <br />CPSSP <br />(a) <br />(a) <br />SOLID <br />PVC (b) <br />PROFILE <br />WALL <br />PVC(c) <br />_ <br />43" <br />74" <br />I 3v, <br />24" <br />30" <br />30" <br />5all- <br />3J���_ <br />36" <br />30 <br />,- <br />36 <br />60" <br />36" <br />42" <br />36" <br />42" <br />42" <br />72" <br />42" <br />54" <br />42` <br />48" <br />48„ <br />84 <br />s <br />60 <br />s "� <br />a" <br />4a» <br />96" <br />60' <br />72" <br />60" <br />43» <br />48" <br />a. CORRUGATED POLYETHYLENE STORM SEWER PIPE, VJSDOT <br />STANDARD PLAN 9-05.20. <br />h. WSDOT STANDARDS PLAN 9-05.12(1). <br />c. WSDOT STANDARD PLAN 9-05,12(2). <br />CATCH BASIN DIMENSIONS <br />CATCH <br />MAXIMUM <br />IMIINIIVIUiM <br />WALL <br />BASE <br />DISTANCE <br />BASIN <br />THICK'`JESS <br />THICKNESS <br />KNOCKOUT!BETWEEN <br />DIAMETER <br />512E <br />KNOCKOUTS <br />48" <br />4" <br />6" <br />3 n <br />8i� <br />54" <br />4.5» <br />81, <br />42"___[8„ <br />60" <br />5" <br />31� <br />48T8,l <br />72" <br />6" <br />8" <br />60" <br />12" <br />84" <br />8 <br />12" <br />1 72" <br />1 +2` <br />96" <br />8�1 <br />12" <br />4 CATCII BASIN TYPE 2 <br />C4.3 N.T.S. (CITY OF EVERETT STD. 405) <br />WELDED TO BAR FRAME <br />(MAYBE REMOVED <br />FLOW <br />PLAN VIEW <br />4" O.C. MAX <br />BAR SPACING 3/4" DIA BAR -FRAME <br />C <br />ENID VIES/ <br />"Xa" Af,,ICHOR STRIPS WELDED TO 3/4" DIA <br />BAR -FRAME (4 PLACES) SPACED UNIFORMLY, <br />1' %JIN /� FASTEN WITH 1/2" GALVANIZED OR <br />T NON -CORROSIVE BOLTS AND NUTS <br />l 3"-5" FOR 13" DIA <br />BEVELED PIPE 5"-S" FOR 24" DIA <br />PIPE COUPLING ENO? SECTION 7"-9" FOR 30" DIA AND GREATER <br />SIDE VIEW <br />6 PIPE AND DEBRIS BARRIER <br />C4.3 N.T.S. (CITY OF EVERETT STD. 416) <br />MOTES <br />1. NO STEPS ARE REQUIRE? WHEN HEIGHT IS 4' OR <br />LESS. <br />2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY <br />BE SLOPED TO FACILITATE ITATE CLEANING. <br />3. THE RECTANGULAR FRAME AND GRATE MAY BE <br />INSTALLED WITH THE FLANGE UP OR DOWN. THE <br />FRAME MAY BE CAST INTO THE A€DJUSThiENT <br />SECTION, <br />4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF <br />2" MINIMUM TO 2,5" MAXIMUM. PROVIDE A <br />1.5" MINIMUM GAP BETWEEN THE KNOCKOUT <br />WALL AND THE OUTSIDE OF THE PIPE. AFTER THE <br />PIPE IS INSTALLED, FILL THE GAP WITH JOINT <br />MORTAR IN ACCORDANCE WITH WSDOT <br />STANDARD ,SPECIFICATION 9-04.3, <br />5. CONCRETE STRUCTURE SHALL MEET THE <br />REQUIREMENTS OF AASHTO 1,/1199. <br />6, FOR MANHOLE COVER SEE STANDARD DRAWING <br />610 AND 611. REFER TO DESIGN AND <br />CONSTRUCTION STANDARDS AND <br />SPECIFICATIONS SECTION 4 FOR ADDITIONAL <br />REQUIREMENTS. <br />7. STEPS PER STANDARD DRAWING 609. <br />WSDOT STD PLAN B-10.20-01 ACCEPTABLE SUBSTITUTE <br />NOTES <br />1. CMP END SECTION SHOWN. MAY USE CPEP SMOOTH <br />INTERIOR. <br />2. ALL STEEL PARTS MUST BE GALVANIZED AND <br />ASPHALT COATED (TREATMENT 1 OR BETTER), <br />1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, <br />CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED, <br />TESTED, AND ACCEPTED BY THE CITY OF EVERETT. <br />2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF <br />EVERETT STANDARDS AND STANDARD SPECIFICATIONS OF <br />WSDOT/APWA. <br />3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN <br />OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR <br />CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR <br />VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO <br />ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING <br />UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR <br />SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES <br />REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER <br />PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE <br />PROJECT. <br />4, ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN <br />EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND <br />GRADE PRIOR TO STARTING CONSTRUCTION. <br />5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP <br />NO WASTE, DRAINS TO STREAM, LAKE, RIVER, <br />PUGET SOUND, OR WETLAND." CHOOSE APPROPRIATE FEATURE FOR <br />THE PROJECT. <br />NOTES. - <br />EXISTING SIDE SEWER AND WATER METER <br />TO REMAIN AND SHALL BE USED FOR THE <br />PROPOSED BUILDING. <br />= <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING <br />THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING <br />UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY <br />POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL <br />AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS <br />SHALL INCLUDE CALLING UTILITY LOCATE @ <br />1-800-424-5555 POTHOLING ALL OF THE EXISTING <br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO <br />PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. <br />LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS <br />ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION <br />AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD <br />OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT <br />ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR <br />TO PROCEEDING WITH CONSTRUCTION. <br />