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RECORD DRAWING MAY 2024 <br />a� <br />O <br />O <br />Y <br />D <br />V) <br />Q <br />J <br />i <br />V) <br />O <br />(D <br />O <br />0 <br />O <br />n <br />V) <br />N <br />E <br />O <br />O <br />a <br />Y <br />U <br />U <br />O <br />UNDERGROUND UTILITY NOTE <br />Underground utility locations shown hereon are based <br />upon surface indicators. No underground location <br />service was utilized for their location. The use of this <br />map for their exact location is not warranted. Prior to <br />construction user should call the utility location service <br />at 1-800-424-5555 48 hours before construction. <br />3/8" FULL DEPTH EXPANSION <br />JOINT 30' MAX INTERVAL MATCH <br />CURB FULL DEPTH JOINTS <br />V-GROOVE CONTROL \ <br />JOINT 1/4" DEEP 6" \ <br />FROM FACE OF CURB <br />V-GROOVE CONTROL JOINT <br />1/4" DEEP 5' INTERVALS <br />BETWEEN FULL AND HALF <br />DEPTH EXPANSION JOINTS TYP - <br />MONOLITHIC CURB & SIDEWALK <br />A PORTION OF SECTION 18, TOWNSHIP 28 NORTH, RANGE 05 EAST, W.M. <br />3/8" HALF DEPTH <br />EXPANSION JOINT <br />15' INTERVALS <br />BETWEEN FULL DEPTH <br />MONOLITHIC <br />THICKENED EDGE <br />NOTES <br />3/8" FULL DEPTH EXPANSION <br />CURB AND SIDEWALK <br />1. SIDEWALKS SHALL BE A MINIMUM OF 4" THICK, AND <br />JOINT 30' MAX INTERVAL <br />HMA OR 6" <br />SHALL BE COMMERCIAL MIX CONCRETE PER WSDOT <br />1" R <br />STANDARD SPECS, WITH AIR ENTRAINMENT (MIN 4.5 <br />V-GROOVE CONTROL <br />CONIC <br />2% MAX <br />%, MAX 6.5 %). <br />JOINT 1/4" DEEP 5' <br />PAVEMENT <br />r- <br />INTERVALS BETWEEN FULL <br />2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL <br />AND HALF DEPTH EXPANSION <br />- 1 <br />GENERALLY BE PLACED TO MATCH THOSE IN <br />JOINTS TYP <br />1 0° <br />° <br />ADJACENT CURB & GUTTER (WITHOUT PLANTER <br />3/8" HALF DEPTH <br />4 CRUSHED <br />°'` <br />\ <br />STRIP).MAXIMUM SPACING OF 30 FEET, FINAL <br />EXPANSION JOINT <br />SURFACING <br />// <br />000`j�� <br />//��� <br />SPACING DETERMINATION SHALL BE DECIDED BY THE <br />15' INTERVALS <br />. - <br />BASE COURSE, o=°o��' <br />- - <br />INSPECTOR IN THE FIELD. <br />o`er <br />COMPACTED 8 <br />12 "" <br />BETWEEN FULL <br />TO 95% MAX <br />3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN <br />�As DEPTH <br />DENSITY <br />95% OF MAXIMUM DENSITY. <br />MONOLITHIC CURB <br />4. SIDEWALK SHALL BE AT LEAST 6" THICK IN DRIVEWAYS <br />& SIDEWALK SECTION <br />AND BEHIND ROLL -CURB (STANDARD DRAWING 308). <br />TYPE E-1 CURB <br />TYPE E-1 CURB & SIDEWALK <br />3/8" FULL DEPTH EXPANSION <br />JOINT 30' MAX INTERVAL MATCH <br />CURB FULL DEPTH JOINTS <br />V GROOVE CONTROL JOINT 1/4" <br />DEEP 5' INTERVALS BETWEEN FULL <br />AND HALF DEPTH EXPANSION <br />JOINTS TYP <br />3/8" HALF DEPTH <br />EXPANSION JOINT <br />15' INTERVALS BETWEEN / <br />30' FULL DEPTH JOINT <br />5. <br />THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A <br />PER PLANS <br />TRANSPARENT CURING COMPOUND COVERED BY <br />6' MIN <br />WATERPROOF PAPER OR PLASTIC SHEETING IN THE <br />1" R <br />EVENT OF RAIN OR OTHER INCLEMENT WEATHER. <br />2% MAX <br />CURING TIME SHALL BE FOR A MINIMUM OF 72 <br />- <br />\\��\\ _ <br />HOURS. <br />\\�\i\\� .°... °..°..° °°°° ° <br />6. <br />ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN <br />EDGER HAVING A 3/8 RADIUS AFTER FINAL BROOM <br />FINISH IS COMPLETED. <br />HMA OR CONC <br />4" CRUSHED SURFACING <br />PAVEMENT <br />BASE COURSE, <br />7. <br />SIDEWALKS ARE 6' MIN WIDE OR AS APPROVED BY THE <br />COMPACTED <br />CITY ENGINEER. <br />TYPE E-1 CURB TO 95% MAX DENSITY <br />8. <br />FOR REPLACEMENT PROJECTS, CURB REVEAL SHALL <br />MATCH EXISTING REVEAL, WHICH MAY BE LESS THAN <br />TYPE E-1 CURB PLANTER STRIP & <br />THE STANDARD 6". NEW CURB SHALL MATCH <br />DIMENSIONS AS SHOWN IN STANDARD DRAWINGS <br />3/8" FULL DEPTH EXPANSION IIInPIA/A I V Q[:rTI(1NI 307-309. <br />JOINT 30' MAX INTERVAL <br />V-GROOVE CONTROL <br />JOINT 1/4" DEEP 5' <br />INTERVALS BETWEEN FULL <br />AND HALF DEPTH EXPANSION <br />JOINTS TYP <br />3/8" HALF DEPTH <br />EXPANSION JOINT <br />15' INTERVALS BETWEEN <br />30' FULL DEPTH JOINTS <br />TYPE A-1 <br />CURB & GUTTER <br />TYPE A-1 CURB & SIDEWALK <br />6.5" <br />5.5" <br />1/2" RADIUS <br />2% <br />D/W <br />CUT <br />M <br />1" RADIUS <br />1" RADIUS <br />6' MIN <br />COLD JOINT (SEE NOTE 7) CEMENT CONCRETE <br />2% MAX SIDEWALK <br />HMA OR CONIC <br />PAVEMENT io <br />°..... <br />--------. <br />TYPE A-1 4" CRUSHED SURFACING BASE <br />CURB &GUTTERS\���\ COURSE, COMPACTED TO 95% <br />MAX DENSITY <br />SEE STANDARD <br />DRAWING 307 TYPE A-1 CURB & SIDEWALK SECTION <br />MATCH EXISTING CURB <br />REVEAL, SEE NOTE 8 <br />REPLACED PAVEMENT NEW ` E V E R E T T F <br />WASHINGTON <br />__ CURB <br />_ - - City Engineer Sec[ion Manager CAD Manager bra <br />EXISTING --- TO HOOD TOMHOOD PAULWILHELM <br />TITLE <br />PAVEMENT =-- CEMENT CONCRETE CU <br />REPLACEMENT CURB DETAIL SIDEWALK DETAIL <br />N <br />v v v v v v v v v v v v v v v v v v v v v IV <br />vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv <br />vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv <br />vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv <br />vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv <br />vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv <br />v v v v <br />SEE NOTE 9 <br />24" <br />TYPICAL SECTION <br />NOTES <br />1. FORMS SHALL BE TRUE TO LINE AND GRADE AND <br />SECURELY STAKED. <br />2. HALF DEPTH, 3/8" x 1-1/2", EXPANSION JOINTS <br />SHALL BE PLACED ON 15-FOOT CENTERS. <br />3. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED <br />ADJACENT TO CATCH BASINS, INLETS AND AT POINTS <br />OF TANGENCY ON STREETS, ALLEY AND DRIVEWAY <br />RETURNS. MAXIMUM SPACING SHALL BE 30 FEET. <br />PRE -MOLDED JOINT FILLER SHALL BE 3/8" WIDE. <br />4. ALL JOINTS SHALL BE CLEAN AND EDGED. <br />5. CONCRETE SHALL BE COMMERCIAL MIX AS CALLED <br />OUT IN WSDOT STANDARD SPECIFICATIONS. <br />6. STEEL FORMS MUST BE USED ON TANGENT <br />SECTIONS. WOOD FORMS MAY BE USED ON CURVED <br />SECTIONS. <br />7. FINISH SHALL BE LIGHT BROOM FINISH. <br />8. THE FINISHED CURB SHALL BE SPRAYED WITH A <br />TRANSPARENT CURING COMPOUND AND COVERED <br />BY WATERPROOF PAPER OR PLASTIC MEMBRANE IN <br />THE EVENT OF RAIN OR OTHER UNSUITABLE <br />WEATHER. CURING TIME SHALL BE A MINIMUM OF <br />72 HOURS. <br />9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN <br />OF 4" OF CRUSHED SURFACING BASE COURSE. <br />TITLE <br />TYPE A-1 <br />CEMENT CONCRETE CURB & GUTTER <br />PAWMENTT <br />14 <br />ALTERNMEROADWAY5ECT= STANDARD ROADWAY SECTION <br />R <br />1' MIN 5' h.+ILM1f <br />IF USED)I� OD <br />2�', MAX � 2:1 <br />-�. STRIP 2% h'1 AX <br />2"s; MAX9FfILL <br />JGLIT - �U <br />6% <br />CIM BASE <br />COURSE 64-22 MIN 4" CRUSHED SUR.FACINS <br />PG L;4-2 <br />3" CL i/2", BASE COURSE <br />3" ATB 4" COMPACTED DEPTH HMA Ci 1/2-, <br />PG 64,22, 2 UIFTS REQUIRED <br />4" CRUSHED SURFACING BASE COURSE 4°' SHED SURFACING BASE COURSE <br />4" GRAVEL BORROti4i <br />CONSTRUCTION NO!TE5 <br />RIGHT-OF-WAY REQUIREMENTS <br />'HO RT PLAT ACCESS STREET 50' <br />LOCAL ACCESS A <br />- 60' <br />LOCAL ACCESS B <br />60, <br />f <br />IPAVEMENTWIDM <br />SHORT PLAT A= <br />STREET = 12' <br />LCIM ACCESS A <br />- IA' <br />LOM ACCESS B <br />y 16' <br />(D <br />CO NCR ETE CURB AND <br />6 UTTER TTPEA-1 <br />SEE STD DWIS 307 <br />EX <br />EX <br />TY <br />CL <br />C <br />6' MIN. <br />PAVEMENT 2% MAX <br />SECTION A -A <br />TYPE A-1 CURB OPTION <br />CEM E NT CONCRE`,,ITE SI D E SE E <br />0 <br />STANDARD DRAWING 312 <br />E' AMEN DE D SCSI L: ISO u BAC KFI LL PER SAND <br />IDRAI NS (WSDOT STD 9-03-13)- 40% MM POST.. <br />* pH RANG E S.S - 7.0 <br />% PASSI NG i2100 SIEVE <br />� 9-1.2% ORGANIC MATTER <br />*2INCH/Hlt t►+11N LONG TERM HYDRAULIC <br />NDUCTIVIITY PER ASTMI ID 2434 AT 83; <br />COMPACTION <br />*COMPOST SHALL BE FROM A <br />DEPARTMENT OF E COLCIGY PERMITTED <br />COMPOSTIIG FACIUTY_ <br />Note: <br />Cement concrete curb shall be constructed with air entrained <br />Concrete Class 3000 conforming to WSDOT Std Spec 6.-02 <br />2'R Chamfer, Full Depth expansion <br />joint, premolded joint filler per <br />WSDOT Std. Plan F-80.10-04 & <br />F-30.10-03 29 <br />8 <br />�0.5" R <br />Per Detail \ <br />TYPICAL SECTION <br />CONCRETE RIBBON 50 <br />SCALE: NTS <br />RECORD DRAWING <br />This Record Drawing has been prepared, in part, based on <br />information gathered during construction and historical <br />documents. Although the information and this drawing are <br />based on the best available information, no presumption <br />s regarding the drawing's accuracy. <br />Or5/03/2024 <br />gned By Date <br />TYLER FOSTER, P.E. <br />Print Name and Title <br />PAVEMENT <br />6' MIN. <br />2% MAX <br />(VOTES <br />1. ALL MATERIAL DEPTHS ARE COMPACTED <br />DEPTHS. <br />2. IN WIDENI NG AREAS.,THE EXISTINGJPAVEMEN <br />EDGE SHALL BE -CUTTO LEAVE'AJOIN <br />POINT- ANYTRAFFIC STRIPING RE1 C VED OR <br />DAMAGED DURING WIDENING 'WGRK SHALL BE <br />REPLACED IN KLND OR AS DIRECTED BY THE CITY <br />ENGINEER. <br />3. COMPACTION TESTS ON SUBGRADE AND TOP OF <br />ROCK WI LIL 18F REQUIRED. THE NUMBER OF <br />TEM SHALIL>I€EATTHE DISC RElTON OF THE CI TV <br />INSPECRRAUTESTING SHALLBETHROUGH A <br />LICENSED=ING LABORATORY- THE <br />M I N I M UKII COMPACT ON SHALL BE 95% OF <br />MAXI M U MA DENSIIY FOR 'BOTH SU BGRADE AN C <br />TOP OF ROCK. <br />4. ADJUSTMENTOF CATCH BASIN LIDSIDIR GRATES: <br />N1ONUMENTS>`ASES, VALVE BOXESrETCSHALL <br />BE THE RE9KMIA LITY OF THE CONTRACTOR OR <br />DEVELOPE& <br />S. ROADWAY SECnON MAY BE PROPOSED WITH <br />SLBMISSION Of SUEISTANTIATING ENGINEERING <br />DATA, CALIFORNIA BEARING RATIO [CBR}, ETC. <br />TO SUPPORT THE ADJUSTMENT. THE PROPOSAL <br />MUST REAPPROVED BY THE CITY ENGINEER. FOR <br />D ESIGN PURPO SES, THE MINIMLIMTHIICKNESS <br />OF HMA C11-1/2", PG 64-22 SHALL BE <br />COMPACTED DEPTH. COMPACTION Si BE AN <br />AVERAGE OF ` 1% OF RICE DENSITY. <br />PUBLIC WORDS -VE-A TT <br />'IAFI� DEPARTIYIUi' <br />0 NOTES <br />1. <br />EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. <br />2. <br />3/8" WIDE FULL DEPTH EXPANSION JOINT. <br />3. <br />3/8" WIDE FULL DEPTH EXPANSION JOINT IF <br />NOTE 1 ABOVE IS 15' OR GREATER. <br />4. <br />WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY <br />SHALL BE SURFACED WITH ASPHALT OR <br />CONCRETE. <br />5. <br />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" THICK AND PLACED <br />8 <br />ON A MINIMUM OF 4" CRUSHED SURFACING <br />BASE COURSE COMPACTED TO 95% MAXIMUM <br />DENSITY. <br />6. <br />MAINTAIN 1/2" LIP AT GUTTER. <br />2 <br />7. <br />FOR CURB DETAILS, SEE STANDARD DRAWINGS <br />307-309 <br />W <br />8. <br />DETECTABLE WARNING PATTERN AREA. <br />- REQUIRED FOR COMMERCIAL DRIVEWAYS WITH <br />YIELD OR STOP CONTROL. <br />- NOT REQUIRED FOR RESIDENTIAL DRIVEWAYS. <br />- SURFACE SHALL BE YELLOW IN COMPLIANCE <br />WITH WSDOT/APWA STANDARD SPEC SECTION <br />8-14.3(3). <br />EXIST <br />MONOLITHIC 9. <br />ALL JOINTS SHALL BE CLEANED AND EDGED WITH <br />CURB AND <br />AN EDGER HAVING A 3/8" RADIUS AFTER FINAL <br />SIDEWALK <br />BROOM FINISH IS COMPLETED. <br />°°°°°° MONOLITHIC CURB <br />AND RAMP <br />4" MIN CRUSHED <br />SURFACING <br />SECTION B-B BASE COURSE <br />MONOLITHIC CURB OPTION <br />E V E R E T T PUBLIC WORKS <br />WAS H I NGTON DEPARTMENT <br />Adjust grading to ensure flow <br />will not be blocked (soils -2-3" <br />min below curb opening). <br />Erosion protection using fabric <br />or rock. (8" Rock chip specified <br />in Road Sections and <br />Bioretention Detail.) <br />INTERCEPT CHANNEL CROSS SECTION <br />Create 1/2'' deep <br />'intercept channel' at <br />expansion joint <br />(a minimum every 10') <br />LID Flow Thru Curb STA Begin <br />denoted on Road Plan. <br />10' min spacing to LID Curb <br />STA End notation. <br />PERSPECTIVE <br />7 LID FLOW THROUGH CURB <br />SCALE: NTS Land Technologies, Inc. <br />45' Bevel (typ) <br />LL <br />Cement <br />Concrete Curb <br />& Gutter per <br />Detail 2 <br />Expansion joint <br />'IT <br />N <br />0 <br />N <br />I <br />to <br />LU <br />(.) <br />1 <br />01 <br />01 <br />- <br />11109 <br />Sz <br />0 <br />o <br />L1J <br />U <br />o <br />Z Cy) <br />` <br />N <br />2 <br />C>, N <br />a� Q <br />o�1 <br />Q >� <br />L0 <br />UJ <br />~ C'7 <br />0 <br />ob Q <br />00 <br />i r <br />log <br />Zo <br />7 <br />Or5/03/2024 <br />N <br />L Q w <br />d J <br />u-i <br />Q z > Q > <br />O <br />LU CIO > O C) O <br />C) m ~ w w <br />U LU z Q z <br />LU <br />w C <br />0 - <br />U � � Q V-) Q <br />0 = < CL U w p CID <br />w U Q cn w Q <br />i <br />F- <br />07 <br />W <br />LID <br />W <br />C'3 <br />Z <br />00 t< <br />v I 0 LL <br />00 <br />o, _ <br />Q rr <br />• n-1 Z <br />W } <br />(D 00 <br />= I <br />a� <br />w = <br />LL1 z <br />V) <br />> O <br />Q F- <br />-C C6 <br />T <br />U o0 <br />o, F- <br />U <br />W <br />LL <br />O <br />Z <br />O <br />O <br />IZ <br />a <br />N <br />U00 <br />o� <br />J Q <br />J � <br />= O <br />o <br />0 cc <br />0 <br />0 <br />O <br />� 3 <br />D <br />(D <br />ULU <br />U O <br />CID <br />IL� <br />SHEET <br />C17 of C27 <br />24x36 <br />REV1122-047 <br />P W 2303-015 <br />