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EXTRUDED ASPHALT CONCRETE SECTIONS
<br />N.T.S. (CITY OF EVERETT STD. 310)
<br />FLAT SLAB TOP
<br />NW 114, SE 114, SEC, 30, T.29N., R. SE., W.M.
<br />SNOHOMISH COUNTY, WASHINGTON
<br />NOTES
<br />CATCH BASIN FRAME AND
<br />/ VANED GRATE OR
<br />1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR
<br />/ MANHOLE RING AND COVER
<br />LESS'
<br />2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY
<br />BE SLOPED TO FACILITATE CLEANING.
<br />RECTANGULAR ADJUSTMENT
<br />/ SECTION OR CIRCULAR
<br />3. THE RECTANGULAR FRAME AND GRATE MAY BE
<br />/ ADJUSTMENT SECTION
<br />INSTALLED WITH HE FLANGE UP OR DOWN. THE
<br />FRAME MAY BE CAST INTO THE ADJUSTMENT
<br />SECTION.
<br />STEPS OR
<br />LADDER
<br />TABLE
<br />r-- MORTAR TYP
<br />a FLOW
<br />f
<br />FLOW
<br />X
<br />C+
<br />REINFORCING
<br />�N
<br />STEEL TYP
<br />N
<br />.N•i
<br />12"
<br />...
<br />"O"" RING
<br />-
<br />+a
<br />SEPARATE RASE
<br />INTEGRAL BASE
<br />PRECAST
<br />PRECAST WITH RISER
<br />(48" TO 72" ONLY)
<br />GRAVEL
<br />BACKFILL FOR
<br />MORTAR
<br />12"
<br />PIPE ZONE
<br />FILLET -
<br />BEDDING
<br />SEPARATE BASE
<br />GRAVEL BACKFILL FOR
<br />CAST -IN -PLACE
<br />PIPE ZONE BEDDING
<br />PIPE ALLOWANCES
<br />CATCH
<br />PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
<br />BASIN
<br />DIAMETER
<br />CONCRETE
<br />ALL
<br />METAL
<br />CPSSP
<br />(a)
<br />SOLID
<br />WALL
<br />PVC b)
<br />PROFILE
<br />WALL
<br />PVC (e)
<br />48"
<br />24"
<br />30"
<br />24"
<br />30"
<br />30"
<br />54"
<br />30"
<br />36"
<br />30"
<br />36"
<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 />54"
<br />60"'
<br />54"
<br />48`
<br />48"
<br />96"
<br />6W
<br />72"
<br />1 60"
<br />48"
<br />48"
<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 HE
<br />PIPE IS INSTALLED, FILL THE GAP WITH JOINT
<br />MORTAR IN ACCORDANCE WITH WSDOT
<br />STANDARD SPECIFICATION 9-04.3.
<br />S. CONCRETE STRUCTURE SHALL MEET THE
<br />REQUIREMENTS OF AASHTO M199.
<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 />a. CORRUGATED POLYETHYLENE STORM SEWER PIPE, WSDOT REQUIREMENTS.
<br />STANDARD PLAN 9-05,20. 7. STEPS PER STANDARD DRAWING 609.
<br />b. WSDOT STANDARD PLAN 9-05.12(1).
<br />c. WSDOT STANDARD PLAN 9-05.12(2).
<br />CATCH BASIN DIMENSIONS
<br />CATCH
<br />BASIN
<br />DIAMETER
<br />WALL
<br />THICKNESS
<br />BASE
<br />THICKNESS
<br />MAXIMUM
<br />KNOCKOUT
<br />SIZE
<br />MINIMUM
<br />DISTANCE
<br />BETWEEN
<br />KNOCKOUTS
<br />48"'
<br />4,"
<br />6"
<br />36"
<br />8"
<br />54"
<br />4.5",
<br />8"
<br />42"
<br />81,
<br />60"
<br />51°
<br />1 8"
<br />1 48"
<br />81,
<br />72"
<br />61'
<br />8"
<br />60"
<br />12"
<br />84"
<br />8"
<br />12"
<br />72"
<br />12"
<br />96"
<br />8"
<br />12"
<br />1 84"
<br />12"
<br />2 CATCH BASIN TYPE 2
<br />C4 2 N.T.S. (CITY OF EVERETT STD. 405)
<br />EX
<br />EXIST'
<br />CURB
<br />NOTES
<br />1, EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE.
<br />2, 3/8" WIDE FULL DEPTH EXPANSION JOINT,
<br />3. 3/8 WIDE FULL DEPTH EXPANSION JOINT IF
<br />NOTE 1 ABOVE IS 15' OR GREATER.
<br />4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY
<br />SHALL BE SURFACED WITH ASPHALT OR
<br />CONCRETE.
<br />S. THE DRIVEWAY RAMP INCLUDING WING RAMPS
<br />SHALL BE CONCRETE COMMERCIAL MIX AS
<br />CALLED OUT IN WSDOT STANDARD
<br />SPECIFICATIONS, A MIN OF 6`" HICK AND PLACED
<br />ON A MINIMUM OF 2" CRUSHED SURFACING
<br />BASE COURSE COMPACTED TO 95% MAXIMUM
<br />DENSITY.
<br />6. MAINTAIN 1/2" LIP AT GUTTER,
<br />EXIST MONOLITHIC
<br />CURB AND SW
<br />` MONOLITHIC CURB
<br />&SW
<br />2" MIN CRUSHED
<br />SURFACING
<br />SECTION A -A SECTION B-B BASE COURSE
<br />USING TYPE A-1 CURB USING MONOLITHIC CURB & SW
<br />CEMENT CONCRETE DRIVEWAYRAMP-TYPE 1
<br />N.T.S. (CITY OF EVERETT STD. 315)
<br />1/2" R 1 R 1" R MONOLITHIC THICKENED EDGE NOTES
<br />S[dpE _ 3f8" FULL DEPTH EXPANSION CURB AND SIDEWALK 1. SIDEWALKS SHALL BE A MINIMUM OF 4" HICK, AND
<br />� -
<br />�RI 6 b 3/8" FULL DEPTH EXPANSION 1"' R SHALL BE COMMERCIAL MIX CONCRETE AS CALLED
<br />4 L i 6VE JOINT 30' MAX INTERVAL
<br />V - 5� DP�NP to I I- ° JOINT
<br />FULL DEPTH JOINTSMAX INTERVAL MATCH V-GROOVE CONTROL HMA OR CONC 6°" 2% MAX (MINOUT I4,5 %, MAX 6.5 N WSDOT STD 5%tl;CS, WITH AIR ENTRAINMENT
<br />-i _ I JOINT 1/4" DEEP 5' PAVEMENT _ - -
<br />° I ' 3/8" HALF DEPTH INTERVALS BETWEEN FULL 2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL
<br />EXPANSION JOINT AND HALF DEPTH EXPANSION ` ' GENERALLY BE PLACED TO MATCH THOSE IN
<br />ip n is'INTERVALS JOINTS TYP +
<br />,�\/ �, ADJACENT CURB & GUTTER (WITHOUT PLANTER
<br />° BETWEEN FULL DEPTH STRIP). MAXIMUM SPACING OF 30 FEET, FINAL
<br />��ac 3/8'° HALF DEPTH " 1 SPACING DETERMINATION SHALL BE DECIDED BY THE
<br />d EXPANSION JOINT INSPECTOR IN THE FIELD.
<br />PAVEMENT - - _ _ ° W INTERVALS
<br />BETWEEN FULL 8 12° 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN
<br />DEPTH _- 95%OF MAXIMUM DENSITY.
<br />d, V-GROVE CONTROL �!y� MONOLITHIC CURB 4. SIDEWALK SHALL BE AT LEAST 6" THICK IN DRIVEWAYS
<br />JOINT 1/4" DEEP 6"'%' `"yq AND BEHIND ROLL -CURB (STANDARD DRAWING 308).
<br />FROM FACE OF CURB & SIDEWALK SECTION
<br />S. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A
<br />PER PLANS TRANSPARENT CURING COMPOUND COVERED BY
<br />8" { 6" I WATERPROOF PARER OR PLASTIC SHEETING IN THE
<br />V-GROVE CONTROL JOINT 1J4" a�,,��F' ' S' MIN EVENT OF RAIN OR OTHER INCLEMENT WEATHER.
<br />DEEP S' INTERVALS BETWEEN 1' R 2% MAX CURING TIME SHALL BE FORA MINIMUM OF 72
<br />FULL AND HALF DEPTH -+-" HOURS.
<br />EXPANSION JOINTS TYP MONOLITHIC �� e
<br />CURB & SIDEWALK ✓ % 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN
<br />TYPE E 1 CURB d \\\ \. , ! r� Know what's b@IOW.
<br />EDGER HAVING A 3/8„ RADIUS AFTER FINAL BROOM
<br />TYPE E-1 CURB TYPE E-2 CURB TYPE E-1 CURB & SIN HMA ORCONC 2" CRUSHED SURFACING FINISH IS COMPLETED. Cull before you dig.
<br />-
<br />PAVEMENT BASE COURSE, COMPACTED 7• SIDEWALKS ARE 5' M E WIDE, EXCEPT 6' ALONG
<br />TO 95°% MAX DENSITY ARTERIALS, IN COMMERCIAL CITY ENGINEER.
<br />ER. DR AS UTILITY CONTLICT NOTE,-
<br />3f8'° FULL EXPANSION APPROVED BY THE CITY ENGINEER. /�
<br />JOINT 30' MAX INTERVAL MATCH TYPE E-1 CURB CA UTION.
<br />CURB FULL DEPTH JOINTS 8. CURB REVEAL MUST MATCH EXISTING TOP OF CURB
<br />TYPE E1 CURB PLANTER STRIP & FOR REPLACEMENT PROJECTS. THIS MEANS THAT HE
<br />-
<br />V-GROVE CONTROLJOINT 1/4" DEEP FULL CURB IS PLACED IN AS SHOWN IN HE TYPICAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
<br />2 3/4" 6" 2 3/4 2 3/4" 6" 2 3/4" 5'INTERVALS BETWEEN FULL AND 1f2 FULL DEPTH EXPANSION SIDEWALK SECTION SECTION BUT THE ASPHALT STREET WILL FACE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES
<br />HALF DEPTH EXPANSION JOINTS TYP JOINT 30' MAX INTERVAL OF CURB SO LESS THAN 6" MAYBE REVEALED. WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE
<br />UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION
<br />V-GROVE CONTROL S'MIN PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY
<br />Q.4 3/8" HALF DEPTH JOINT 1/4" DEEP S' cold JOINT LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING
<br />qExPaNsIONJOINT INTERVAIsBETWEENFULLCEMENT CONCRETE UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
<br />15' INTERVALS BETWEEN AND HALF DEPTH EXPANSION 2°% MAX SIDEWALK
<br />1" -R 30' FULL DEPTH JOINT JOINTS TYP HMA OR CONc • --- - VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID
<br />PAVEMENT UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE
<br />m 3/8" HALF DEPTH 4° 4.,3 , q
<br />� • �;.. � �"�"""" UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.
<br />a ° . EXPANSION JOINT 2" CRUSHED SURFACING BASE IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT
<br />° a a 15' INTERVALS BETWEEN TYPE A 1
<br />COLD JOINT �2� 30' FULL DEPTH ao1Nr5 CURB & CUTTER ��-� � COURSE, COMPACTED To ss°i WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS
<br />CURSTANDARD
<br />&TTE MAX DENSITY PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />SEE° f . d DRAWING 307 2c„ d 4 MONOLITHIC CURB & SIDEWALK SECTION
<br />,a
<br />111/2" CITY OF EVERETT
<br />CITY OF EVERETT �
<br />` �`� Pusuc waRxs DEPARTMENT
<br />err PUBLIC WORKS DEPARTMENT �p
<br />TYPE & " vn" rti " "nau ewwe «"was 04%Z6/2017
<br />Qouaw« ca+m er o.e CURB &CUTTER
<br />RYAN SA55 TOM WOOD p,�wE� u� 04f26j2017CEMENT CONCRETE CURB & }
<br />TYPE E-B CURB TYPE E-4 CURB TYPES E-1, TYPE A CURB & SW 312
<br />E-2, E-3 & E-4 D3®9 SIDEWALK DETAILS
<br />rr_hA9:KIT !'rm R1:Tt: f I IRR 2. m ITTGk
<br />4 CEMENT CONCRETE CURB & GUTTER
<br />C4.2 N.T.S. (CITY OF EVERETT STD. 309)
<br />NOTES:
<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 />5,5"
<br />SHALL BE 3/8" X 1-112 ".
<br />1/2'"R 1 "R
<br />3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS AND
<br />2%
<br />AT POINTS OF TANGENCY ON STREETS, ALLEY AND DRIVEWAY RETURNS.
<br />p
<br />MAXIMUM SPACING SHALL BE 30 FT PRE -MOLDED JOINT FILLER SHALL BE
<br />0
<br />3/8" WIDE AND CONFORM TO AASHTO DESIGN M213.
<br />O
<br />1.,R 4. ALL JOINTS SHALL BE CLEAN AND EDGED.
<br />° p
<br />1/2%Fr 5. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED OUT IN WSDOT
<br />STANDARD SPECIFICATIONS.
<br />1/2" °
<br />°
<br />p " 6. STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS. WOOD FORMS
<br />°
<br />p °
<br />a ° MAY BE USED ON CURVED SECTIONS.
<br />6.5"
<br />°
<br />°
<br />> p ° 7. FINISH SHALL BE LIGHT BROOM FINISH.
<br />D/W CUT
<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 />SEE NOTE 9 SHALL BE A MINIMUM OF 72 HOURS.
<br />24" 9. ALL CURBS AND GUTTER SHALL BE PLACED ON A MINIMUM OF 2" OF
<br />CRUSHED SURFACING TOP COURSE.
<br />6 TYPE A-1 CEMENT CONCRETE CURB & GUTTER
<br />C4.2 N.T.S. (CITY OF EVERETT STD. 307)
<br />CEMENT CONCRETE CURB & SIDEWALK DETAILS
<br />N.T.S. (CITY OF EVERETT STD. 312)
<br />REQUIRED NOTESTOR STORM DRAINAGEPLANS.'
<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 2" COMPACTED DEPTH CLASS B ASPHALT
<br />PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE
<br />PROJECT. 4" COMPACTED DEPTH CR, SURFACE
<br />TOP COURSE
<br />4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN
<br />EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND 6" COMPACTED DEPTH GRAVEL BORROW
<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 />7 TYPICAL PA VING SECTION
<br />C42 N.T.S. (CITY OF EVERETT STD. 3-5.2)
<br />
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