3322 BROADWAY 2022 COMPASS HEALTH Plans 2025-09-26

ii: '45)o Q SECTION 29, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M. W Z co Up N N O L� � IL o Q NOTES MCKOF SMOOTHTROWEUD (�NOTES 1 EQUALS WIDTH OF DRIVEWAY AT PROPERTY UNE. SIDEWALK PERIMETER AFTER 1. DETECFABLE WARNING PATTERN AREA SHALL BE 4) 0.N .2 8 3 ` BROOM FINISH YELLOW IN COMPLIANCE WITH WSDOT/APWA Na 2. 3/8"WIDE FULL DEPTH EXPANSION JOINT. LANDING 4'X 4'MIN A, I STANDARD SPECIFICATION SECTION 8-14.3(3). W N EXIST SIDEWALK 2%GRADE MAX N N 3. 3/8"WIDE FULL DEPTH EXPANSION JOINT IF AN DIRECTION 2. CURB RAMPS SHALL NOT BE POURED INTEGRAL C y _ EXISTING NOTE I ABOVE IS 1TOR GREATER. WITH SIDEWALK AND SHALL BE ISOLATED FROM TYPE EXISTING ADJACENT SIDEWALK BY A 3/8"FULL DEPTH >+�+ CURB SMOOTH TROWELED 22 4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY PERIMETER AFTER fo EXPANSION JOINT. V Fn 7 4 SHALL BE SURFACED WITH ASPHALT OR BROOM FINISH TMIN I2'MIN O CONCRETE. 1.-�p9 '�L 3. POUGUTTRED INTEGRAECnON L WITH PM ENT GU NOT BE I I POURED INTEGRAL WITH ADJACENT GUTTER IJ� \ 5. THE DRIVEWAY RAMP INCLUDING WING RAMPS SMOOTH TROWELED Z SECTIONS AND SHALL BE ISOLATED BY 3/8"FULL W e Ol SHALL BE CONCRETE COMMERCIAL MIX AS PERIMETERAFTER DEPTH EXPANSION JOINT. CALLED OUT IN WSDOT STANDARD BROOM FINISH SPECIFICATIONS,AMIN OF 6"THICK AND PLACED ~sl 4. CURB RAMP AND GUTTER SECTION AT CURB RAMP r 2 8 ONAMIN IMUM OF 4"CRUSHED SURFACING S 1 2 MAY BE POURED AS AN INTEGRAL SECTION. s 5 BASE COURSE COMPACTED TO 95%MAXIMUM DENSITY. \�fy S. STYP TAND I INTEGRAL CURB AND GUTTER PER CRY 9 v'Y � STANDARD DRAWING 307. 38 6. MAINTAIN I/2"UP ATGUITER. \ O 6. FOR RETROFIT INSTALLATION SAWCUT AND REMOVE PORTLA D,OR 97209 SUITE 300 PORTLAND,OR 97209 \\� � 7. FOR CURB DETAILS,SEE STANDARD DRAWINGS EXISTING SIDEWALK,CURB AND GURERSECTION 503.245.7100 307-309 O ALONG NEW EXPANSION JOIN LOCATION.SAWCUT EXISTING PAVEMENT AS REQUIRED FOR FORMING S. DETECTABLE WARNING PATTERN AREA. 6'MIN 6'MIN OFNEW CURB AND GUTTER.PATCH PAVEMENT AS 15055TH AVE,SUITE 300 6 \�� -REQUIRED FOR COMMERCIAL DRIVEWAYS WITH S 10%Mu 4'MIN RAMP 1096MAX 5 REQUIRED. SEATTLE,WA 98101 YIELD OR STOP CONTROL O 3 7. FLUSH WITH GUTTER(NO UP PERMITTED) 206.576.1600 -NOT REQUIRED FOR RESIDENTIAL DRIVEWAYS. 3 SURFACE SHALL BE YELLOW IN COMPLIANCE WITH WSDOT/APWA STANDARD SPEC SECTION A B. AMIN OF 4'OF THE RAMP WIDTH MUST FALL 1014 HOWARD STREET 8-14.3(3). WITHIN THE CROSS WALK SERVED BY THE RAMP. SAN FRANCISCO,CA 94103 EXIST CROSSWALK SEE MONOLITHIC g ALL JOINTS SHALL BE CLEANED AND EDGED WITH STANDARD DRAWING 721 9. THICKEN EDGE TO FULL DEPTH OF ADJACENT CURB 415.252.7063 CURBAND AN EDGER HAVING A3/8"RADIUS AFTER FINAL SECTION. ®ANKROM MOISAN ARCHITECTS,INC. PAVEMENT SIDEWALK BROOM FINISH IS COMPLETED. PLAN H„ 6'MIN. 6'MIN. 3k � CL RAMP PE MAX4'MIN RAMP PAVEMENT- 6 2%MAX 4 PAVEMENT - 2.MAX 4 1:125LOPE M LANDING - 0 ` (I L 2 •••••• MONOLITH IC CURB A 7 S 7 AND RAMP L • 4"MIN CRUSHED EVERETT PUBLICWORKS I a� -mil13_ CITY OF EVERETT 3 SURFACING WpgKINOTON DEPARTMENT S 1---7 4 2 „� PUBLIC WORKSDEPARTMEIIf C MPASS SECTION A-A SECTION B-B BASE COURSE == m- ti I TYPE A-1 CURB OPTION MONOLITHIC CURB OPTION 0�]I1072022 �, a� s�d"� m""`�M1M°"' -t- 09]21720111 CEMENT CONCRETE SECTION A-A DETECTABLE WARNING PATTERN "�"'i DRIVEWAY RAMP TYPE-1 315 TYPE B CURB RAMP 319 Health NOTES NOTES LET U S FINAL101NMUST BE SAWCUT 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE 1. AS ACCEPTABLE ALTERNATIVES TO THE RERAR RAPHALTA AND PATCHED WRHTEMPORARY PIPE ALLOWANCES EXISTING ASPHALT ASPHALT AT THE END OF EDEACH WORK DAY,UNLESS SHOWN IN THE PRECAST BASE SECTION,FIBERS CONCRETE ASPHALT COXISTIN THICKNESS PERMISSION IS GRANTED TO DO OTHERWISE BY THE MAXIMUM (PLACED ACCORDING OR TO THE W EMESH HAVING STANDARD TO MATCH EXISTING THICKNESS CITY ENGINEER. PIPE MATERIAL INSIDE MI III MAREAOF0.12 SQUARE EXISTING CEMENT DIAMETER SHALLB USED WITH THE MINIM MREQUIRD SHALL BE USED WRH THE MINIMUM REQUIRED PER FOOT eve opment partners CONCRETE 2. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE REINFORCEDORONCRET 12" RERARSHOWN IN THE ALTERNATIVE PRECAST BASE 6'MIN'.'�.. SAWCUT ORUNE DRILL UNDERLYING CONCRETE PERMANENCY PATCHED WITHIN WEEKS OF PLAIN CONCRETE SECTION.WIRE MESH SHALL NOT BE PLACED IN THE 6"MIN CEMENT CONCRETE TO COMPLETION OF WORK WITHIN ROADWAY AREA. FRAME AND VANED GRATE ALL METAL PIPE 15' KNOCKOUTS. MATCH EXISTING THICKNESS 'CPSSP 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER 3. CEMENT CONCRETEAS CALLED GN WSDOT 12' COMMERCIAL MIX AS CALLED OUT IN WSDOT (WSDOT STD.PEC.9-05.20) THAN 20".KNOCKOUTS SHALL HAVE A WALL 6"MIN CRUSHED SURFACING TOP COURSE STANDARD SPECIFICATIONS. T SOUD WALL PVC THICKNESS OF 2"MINIMUM TO 2.5'MAXIMUM. SDOT STD.SPEC 9-05.121 26' PROVIDE A I.V M I N I MUM GAP BETWEEN THE SEE STANDARD DRAWING 614 PROFILE WALLPVCKNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. SDOTSTD.SPEC.9-05.122 AFTER THE PIPE IS INSTALLED,FILL THE GAP WITH EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE gs' 'CORRUGATEDPOLYETHYLENE WSDOJOINT T1PECIIFICATIONORTAR IN ORDANCE 9-04.3.. wfIHSTANDARD STORM SEWER PIPE 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5.5'. FINAL JOIN MUST 2",4%6%12"OR 24" 4. THE FRAME AND GRATE MAY BE INSTALLED WRH BE SAWCUT THEFLANGE DOWN,OR INTEGRALLY CAST INTO THE ADJUSTMENT SECTION WITH FLANGE UP. ASPHALT EXISTING ASPHALT PLAC MENTCPATTCCH TO BE) 5. THE PRECAST BASE SECTION MAY HAVEA ROUNDED CONCRETE 1"THICKER THAN PREVIOUSLY EXISTED FLOOR,ANDTHE WALLS MAYBE SLOPED ATA RATE AR HOOP FOR 6"HEIGN OF 1:24 OR STEEPER. INCREMENT,SPACED EQUALLY 6. THE OPENING SHALL BE MEASURED ATTHE TOP OF RECTANGULAR ADJUSTMENT SECTION THE PRECAST BASE SECTION. 6"MIN 6"MIN CRUSHED SURFACING 7. ALL PICKUPHOLESSHAU.BE GROUTED FULLAFTER TOPCOURSE THE BASIN HAS BEEN PLACED. SEE STANDARD DRAWING 614 EXISTING ASPHALT CONCRETE OVER PREPARED GRADEFINAL $ TMUST BE SAWCUT #38Aii EACH CEMENT CONCRETE(8"MIN) CORNER T CORNE AC EXISTING CEMENT REPLACEMENT PATCH TO BE 18"MEN 3 CONCRETE I^THICKER THAN PREVIOUSLY EXISTED PAVEMENT #3 BAR HOOP I �� I f #3 BAR HOOP WSDOTSTD PLAN B-5.20-01 ACCEPTABLE SUBSTITUTE N 00 6°MIN •• 6"MIN CRUSHED SURFACING CITY OF EVERETT I - %' CITY OF EVERETT - rn g TOP COURSE PUBLIC WORKS DEPARTMENT #3 BAR EACH SIDE PUBLIC WORKS DEPARTMENT Q ^1 SEE STANDARD DRAWING 614 ^•�� a` ,s 1 #3 BAR EACH WAY •. � x`u ,;u uau -% as/2612017 ALTERNATIVE PRECAST BASE SECTION a�]30772017 Q y PRECAST BASE SECTION x F EXISTING CEMENT CONCRETE OVER PREPARED GRADE PAVEMENT PATCHINGDETAILS 326 (SEE NOTE 1) CATCH BASIN TYPE 1 402 d I j x U W 0 W x J ' F- NOTES 291/4" 2/8 NOTES In Q Q CATCH BASIN FRAME AND 15/8" 7/8" 3/4' 1. THISFRAMEISDESIGNEDTOACCOMMODATE W VANED GRATE OR 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4-OR 2WX24"GRATES OR COVERS AS SHOWN ON x MANHOLE RING AND COVER LESS. STANDARD DRAWINGS 409,410 AND 411. Q Q 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY 2. BOLT-DOWN CAPABILITY IS REQUIRED ON ALL 5 cn BE SLOPED TO FACILITATE CLEANING. FRAMES,GRATES AND COVERS UNLESS SPECIFIED 0 N SECTION RCINGULAR CIRCUADMILAR MEN m Q OTHERWISE IN THE CONTRACT.PROVIDE 7W0 HOLES ADJUST ORCIRCULAR 3. THE RECTANGULARWITHFRAANGE UP OR DOWN. BE INTHEFRAME THAT ARE VERTICALLY ALIGNED WRH 0 04 d ADJUSTMENT SECTION FRAMELEDWITH THEAST INTO THUPORDOWN.THE THE GRATE OR COVER SLOTS.THE FRAME SHALL O N FRAME MAY BE CAST INTO THE ADJUSTMENT ' ACCEPT THE 5/8"-11 NC X 2"STAINLESS STEEL N FEATSEAB TOP i SECTION. BOLT-DOWN HOLE TYP w RECESSED ALLEN HEAD CAP SCREW BEING TAPPED, �• CM f fNC, OR OTHER APPROVED MECHANISM.LOCATION OF m M U PIPE ALLOWANCES 4. 2 MINIMUM TSSHA "MAXIMUM.AVE A PROVIDE KNESS F DOWN DETAIL ANDSOL BOLT DOWN HOLES VARIES BY MANUFACTURER. 2"MINIMUM TO 2.5"MAXIMUM.PROVIDE A DOWN DETAIL AND NOTE 2 CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER 1.5"WALMIN ID TH GAP BETWEEN THE KNOCKOUT 2 3. REFER T(2WSD DESIGN CONSTRUCTION STANDARDS SOUD PROFILE WALL INSTALLED, OUTSIDE E THE PIPE.AFTER THE 9-05.15(2)AND DESIGN CONSTRUCTION STANDARDS DIAMETER METAL PIPE IS INSTALLED,FILL GAP WITH JOINT A A AND SPECIFICATIONS SECTION 4 FOR ADDITIONAL BASIN CONCRETE ALL CII.) WALL pWy MORTAR IN ACCORDANCE WITH WSDOT REQUIREMENTS. STEPS 1. 2C 30" 24• 30' 1. STANDARD SPECIFICATION 9-04.3. REVISION DATE REASON FOR ISSUE LADDER 54" 30' 36" 30• 36' 36" 5. CONCRETE STRUCTURE SHALL MEET THE 2�2• 1 12/15/21 50%CD'S LADDER REQUIREMENTS OF AASHTO M399. FRAME CAST INTO SEE TABLE 60" 36• 42• 36" 1. 42' 6'OR 12"PRECAST 2 7/12/22 GMP SET W MORTAR TYP 72" 42" Se 42' 48' 48" 6. FOR MANHOLE COVER SEE STANDARD DRAWING DETAILS ADJUSTMENT 3 12/12/22 REVISE PER COMMENTS 610 AND fill.REFER TO DESIGN AND SECTION. �z 84" 54" 60• 54' 48' 48" CONSTRUCTION STANDARDS AND SEESTANDARD 96" 60" 72" 1. 1. 1. SPECIFICATIONS SECTION 4 FOR ADDITIONAL DRAWINGS 4014 �< a CORRUGATED POLYETHYLENE STORM SEWER PIPE,WSDOT REQUIREMENTS. 402,403ADJUSTMENT �f O r STANDARDNDADPLAN. 7. STEPS PER STANDARD DRAWING609. FOR ADJUSTMENT FLANGE O rIt FLOW b. WSDOT STANDARD PLAN 9-05.12(1). FLOW Rio �_ c. WSDOTSTANDARD PLAN 9-K12(2). SECTION DETAILS UPWARD STAINLESS STEEL FLANGE UP RECESSED ALIEN �O Y1 Hq O CATCH BASIN DIMENSIONS L s/811NC 2� pQ�F � spy 2: MINIMUM TOP $ REINFORCING CATCH MAXIMUM y ,•,�� STEELTYP BASIN WALL BASE KNOCKOUT DISTANCE DIAMETER THICKNESS THICKNESSSIZE BETWEEN GRATE 33745 KNOCKOUTS �p 12" 48" 4' 6" 35" 8" 1 gQ'13T£T`� 241/4" ' PRECAST O'RING • 60" S. 8" 42" 8" SEPARATE BASE INTEGRAL BASE S. 8" �" !IF(�/L///L///Ly,�JII ANY ,1� $ 72" 6- 8' 60" 12' THICKNESS OF PRECAST PRECAST WITH RISER 84• 8' 1. 72• 12' FRAME ADJUSTMENT (48"TO 72"ONLY) GRAVEL 96• B" 22• 84^ Iz• Q I FLANGE DOWN SECTION MCKFILL FOR WSDOT SID PLAN CEPTABLE CITY OF EVERETT PIPE MIFf� 12, BEDDING SUBSTITUTE EXCEPT ALL STEEL RCC65ED ALIEN BEDDING WSDOT STD PLAN S-10.20-01 ACCEPTABLE SUBSTITUTE 4 DETAILS SCREW USTBESTAIN STEEL 0 STANDARD DETAILS CITY OF EVERETT CITY OF EVERETT PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT xy SEPARATE BASE GRAVEL RACKFILIFOR '^"^""" w�,""'^ ffl6]%2017 ' SECTION A-A BOLT-DOWN DETAIL ,� 'y CAST-IN-PLACE PIPE ZONE BEDDING •" sm "� (SEE NOTE 2) �, vs 'E` '""`T"""'" 1I]30 M6 CONSTRUCTION 3$ CATCH BASIN TYPE 2 405 RECTAN GULAR RS RE,RAME 406 DOCUMENTS DATE PROJECT NUN BE= 12.12.2022 21-056 NUMBER C5.02 RMORK\PROJECTS\2021Q1-056 ANKROM COMPASS HEALTKCE0WG\SHEETS\C5.0 COE DETAILS.DWG 12/122022 uxa,.euaxaowaazcmnisxr®mzz av xu<xaw snssoauas wc.