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20250822_PLN1388_AsBuiltDrawings
SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON JENSEN 4 �� e �0�y>r oe waN/�O`T Oda a N DOFF Rec/sTrsE°. RECORD DRAWINGS ��'°'ALY -2 j PROJECT LEGEND AND ABBREVIATIONS �� ENGINEER s srAMP EXISTING SYMBOLS DESCRIPTION ABBREVIATIONS CITY OF ARLINGTON, SNOHOMISH �' R I 6 OUNDREBARW/ A GPM GAS PA MARK COUNTY, WASHINGTON • FOUND REBAR W/CAP CB CATCH BASIN - - o EXISTING CORNER MONUMENT AS NOTED IE INVERT ELEVATION SO STORM DRAIN Q STORM MANHOLE SS SANITARYSEWER o SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE �T Q SEWER MANHOLE C CEDAR 1� PVC POLYVINYL CHLORIDE PIPE �, VICINITY MAP ❑ CATCH BASIN FOUND REBARW�AP REBARW/YUNE.FENCE GN CPP CONCRETE PRESSURE PIPE CORNE0°I2ncOr(t7 of CORNERrvuNE.FENCE LrrH9Ar m IRRIGATION CONTROL VALVE pp POWER POLE \ FODNDR CORERENDFECEP CORNER CORNER SCALE:NITS o f'SV OF CORNER00875500099900 FIRE HYDRANT TER TO BE REMOVED 04'(NJs Or(Ni oPCORNFR __ __ __ Enl POWER TRANSFORMER EX EXISTING \ '� N39`O49T 696 LOT 83 WATER METER RIW RIGHT-OF-WAY k SURVEYINFORMAT/ON \ as 00893800000500 > pg WATER VALVE PLAT OF Lu zo OPENspATE/ � JENSEN LEGAL DESCRIPTION SIGN POST \ STORMWATER( a LIGHT POLE \ TRACT997 1 2 1 3 1 4 FARM LOT8 I LOTS,JENSEN SNOHOMIISHCOUNTY WASHINGTON THE PLATRECQRDED UNDER RECORDING NO. rn DIVISION I I 9904155006,INSNOHOMISHCOUN7YWASHINGTON TELCO RISER V I g, 3 I PLAT OF CONIFEROUS TREE \ a,. A.F.#9904155006 JENSEN SITUATEIN THE COUNTY OF SNOHOMISH,STATEOF WASHINGTON. FOUND REBARwmAPSTAMPED FARM VERTICAL DATUM °1271c¢I'NR a O VOY OF DIVISION AA VD PROPOSED STORM SYMBOLS PROPOSED WATER SYMBOLS \, \ a FOUND ASEDCONC =NGW29J o �NB7 3 D 40' 80' FOUND CASED CONC MON W/1-i/2'BRASS DISK&PUNCH DOWN 02'. SYMBOL DESCRIPTION SYMBOL DESCRIPTION -- � � �� DRIVER Accesslunu A.F.#9904155006 uLEVr 14728' FOUND DEBAR WiCAPSTAMPED °g. I ELEV=T4728' [ SD CAP C WATER CAP 72716°ATCORNER TRACT 999 I PERGPSORSERVATION 0 TYPE 1 CATCH BASIN,GRATED LID ► CONCRETE BLOCKING LOT 27 /FDUNDCABFDCONc MON w/rBRass018Ke PUNCH e LOT7 BASIS OF BEARING (] TYPE 1 CATCH BASIN,SOLID LID / 1125°BEND A o0w,vo5'a17FD3-2N924 LOT 26 Off, �o - PLAT OF OPEN SPACE I PER THE PLA70FJENSEN'S FARM DIVISION3AS RECORDED UNDER SNOHOMISH COUNTY 47 TYPE2CATCH BASIN,GRATED LID 22.5°BEND STORMWATER PLAT OF RECORDING NO 9904155006,THE MONUMENTED CENTERLINE OFJENSENS FARM L4NEAS THE N w JENSEN PLAT OF -- c w TYPE 2CATCH BASIN,SOLID LID 45°BEND FARM JENSEN TRACT 998 JENSEN BEARING OFN493406'W,AS SHOWN HEREON c ® - FO MPEDE12R6'ATP FARM c > I� so°BEND DIVISION FARM \ s7AMPE0.12ns•ATcoRNER EQUIPMENT&PROCEDURES Q a BEEHIVE MANHOLE COVER 3 DIVISION DIVISION LLI METHOD OFSURVEY: • SQUARE YARD DRAIN VALVE A.F.#9904155006 �. 3 ✓ 3 A� f SURVEVPERFORMED BYFIELD TR4VERSEANO REAL TIMEKINEMARCGPS • ROUND YARD DRAIN HYDRANT ASSEMBLY \A.F.#9904155006 y l A.F.#9904155006 f POSITIONING UTILIZINGTHEHxGN SMARTNETNETWORK � � � o LOT 25 INSTRUMENTATION: 2 o • STORM CLEAN OUT BLOW-OFFVALVE / \y LEICA TS16ROBOTIC ELECTRONIC TOTAL STATION (O LEICA VIVA GNSS GS08 RECEIVER o�CC STORM PIPE REDUCER PLAT Op FOUND CASEDNUN 06'.MITE 329244$S DISK IL •�5A LOT ALL EQUIPMENTHASBEENMAINTAINED INADJUSTMENTTOMANUFACTURETTS A JENSEN sau"cHGowNos.visnEDazD2a \ AIR-VAC ASSEMBLY SPECIFICATIONSAS REQUIRED BYWAC332-130.100 PROPOSED SEWER SYMBOLS FARM / ^, `9y PLAT OF PRECISION U) B WATER METER \ DIVISION el \� JENSEN MEETS OR EXCEEDS STATESTANDARDSSETBY WAC 332-130.080 THROUGH SYMBOL DESCRIPTION \ t 332-130-110 WATER PIPE . 3 �O' FARM [ SEWER CAP A.F# DIVISION 9904155006 p `�\ \ REFERENCES H • SEWER CLFANOUT LOT 24 A.F.#9904155006 RI) PLA T OFJENSEN FARM DIVISION 3-A.F i9904155M O SEWER MANHOLE PLAT OF LOT 7 \ SURVEY NOTES W SEWER PIPE / JENSEN \ `\ THIS SURVEVHAS BEEN PREPARED FOR THEEXCLUSIVE USEOFPAR77ES WHOSE NAMESAPPEAR [\ FARM FOUND EDNC MON. PLAT OF HEREON ONLY,AND DOES NOTEXTEND TOANYUNNAMED THIRD PARTIES WITHOUT EXPRESS DIVISION / W12•BR4SSDISK&PUNCH RECERTIFV77ONBY THE LAND SURVEYOR OFRECORD. '^ DOWN 0.6!WIITED32 24 JENSEN Vi 3 i FARM BOUNDARYLINES SHOWNAND CORNERS SETREPRESENTDEED LOCATIONS;OWNERSHIP LINES \04155006 / DIVISION MAY VARY.NO GUARANTEEOFOWNERSHIPIS EXPRESSED OR IMPLIED.THISSURVEYWAS /V 3 PERFORMED WITHOUT THEBENEFITOFA TRREREPORTANDDOESNOTPURPORTTOSHOWALL W / 904155006 \ EASEMENTS,RESTRICTIONS,RESERVATIONS,AND OCCUPATION WHICHMAYENCUMBER TT.EOR \/ USEOFSUBJECTPROPERTY. FOUND CASED CONC MON \\ A A Wi2'BRAS VISUED PUNCH ``\ O OOWN05.Ul$l1E0323-24 r, / � V a a 29 m EARTHWORK QUANTITIES CONTACT LIST TABLE OF CONTENTS PROJECT INFORMATION 0 4 STRIPPING: 200 CY DEVELOPER: CIVIL ENGINEER: I COVER SHEET TAX PARCELS: 00893800000500 f'I d1 V 9 INFIL IRA TION GALLERY SECTIONS SITEADDRESS: 7917 JENSEN FARM LANE CUT: 400 CY CORSTONE CONTRACTORS,LLC SOLID GROUND ENGINEERING JNDITIONS MAP(NOT INCLUDED) FILL: 400 CY c/o LAND PRO GROUP 8105166TH AVE NE AND DETAILS ARLINGTON,WA98223 �i Z z NET: 0 CY(CUTIFILL) 1051520TH ST SE,SUITE#202 REDMOND,WA 98052 3 TESC PLAN NOT INCLUDED STE AREA: 13,674 SF (0.31 AC) �j ( ) 1011 NOTES h DISTURBED AREA: 16,979 SF (0.38 AC) EXISTING ZONING: PHI(RESIDENTIAL HIGH CAPACITY) [1 W F LAINTACT:MAR VILLW GTON98258 CONTACT,TOM1-8324,PE a rFsr.nlnrFS Anln nFrAns inlnrINCLUDEDJ 12 SANITARYSEWER PLAN USE: 4TOWNHOMES THE ABOVE QUANTITIES ARE FOR PERMITTING PURPOSES.CONTRACTOR TO VERIFY, CONTACT:MARK VILLWOCK PHONE,(425)281-8324 BUILDING SETBACKS: 10'FRONT PHONE:(425)231-2718 EMAIL:ta8bott@soiidgroundpnw.com 5 HORIZONTAL CONTROL PLAN 13 SANITARY SEWER PROFILES z EMI mvIIlwock@Iandprogrp.wrn 5'SIDE G Z 6 ROAD AND GRADING PLAN 14 SANITARY SEWER DETAILS 15'REAR I" GEOTECHNICAL ENGINEER: LANDSCAPE ARCHITECT: 7 STORM DRAINAGE PLAN 15 WATER PLAN WATER: CRY OF ARLINGTON RECORD DRAWING DISCLAIMER Z 04 TERRA ASSOCIATES,INC ORIGIN DESIGN GROUP SEWER: CRY OF ARLINGTON 12220113TH AVE NE,STE 130 1031185TH AVENUE NE 8 ROAD AND STORM DRAINAGE PROFILES 16 MAILBOX PLAN(NOTINCLUDED) POWER: SNOHOMISH PUD THESEPLANSARERECORD DRA WRNGSAND THEINFORMA TION SHOWNACCURATEL Y 0 LL KIRKLAND,WASHINGTON 98034 SNOHOMISH,WASHINGTON 98290 GAS: CASCADE NATURAL GAS REFLECTS EXISTING FIELD CONDITIONS AS OFXXXX-XX THIS RECORD DRA WING HAS F s CONTACT:CAROLYN DECKER,PE CONTACT:KRYSTAL LOWE AND SECTIONS TELEPHONE: COMCAST BEENPREPARED,INPART,BASED ONINFORMATION PROVIDED BY THE GENERAL PHONE:(425)821-7777 EXT 103 PHONE:(425)346-1905 CABLE: COMCAST CONTRACTOR.UNDERGROUND PIPING ISASSUMED TO RUN STRAIGHTBETWEEN EMAIL cdecker@terra-associates.com EMNL,k stal@ongindesigngroup.com SCHOOL DISTRICT: ARLINGTON SCHOOL DISTRICT N016 SURFACESTRUCTURESANDATA CONSTANT GRADE.THOSERELYING ON THIS RECORD �1 € rY DOCUMENTAREADVISED TO OBTAIN)INDEPENDENT VERIFICATION OF ITS ACCURACY. 0 FIRE DISTRICT: NORTH COUNTY REGIONAL FIRE AUTHORITY AIRPORT PROTECTION DISTRICT:SUB-DISTRICTC SURVEYOR: RECORD DRAWINGS PACIFIC COAST SURVEYS,INC. DRAWN BY: KMA P.O.BOX 13619 MILL CREEK,WASHINGTON 98082 PROJECT FILE NO.PWD 3608 CHECKED BY: TPA CONTACT:DARREN RIDDLE,PUS AS-BUILT DRAWING APPROVAL DATE: 5.21-24 PHONE:(425)512-709 FAX:(425)357-3577 ACKNOWLEDGMENT JURISDICTION:CITY OF ARLINGTON EMAIL Barren@pcsurveys.net , THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A JOB NUMBER: 24-0041C RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SURVEY DISCLAIMER UTIL17YNOTE , SIGNATURE APPEAR ON THIS SHEET ASSUMES PULL AND COMPLETE cs RESPONSIBILITY FOR THE ACCURACY FULL AND va-0 1 9 THE TOPOGRAPHIC SURVEY WAS PERFORMED BY PACIFIC COAST SURVEYS. THE CONTRACTOR SHALL VERIFY THE Be. _ _ ______ L• SOLID GROUND ENGINEERING ASSUMES NO LIABILITYAS TO THEACCURACY LOCATION OF ALL EXISTING UTILITIES PRIOR TO ary Eng;nee.,CTty of Arlfngta 1 OF 1V AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND BETWEEN ANY CONSTRUCTION.AGENCIES INVOLVED WHATIS SHOWN ON THEPLANSAND WHATISNOTED IN THE FIELD SHALL BE NOTIFIED WITHIN A REASONABLE SAFETY IS IN YOUR HANDS. DATE._ SHOULD BEBROUGHTIMMEDATELY TO THEATTENRONOFTHEENGINEER. TIME PRIORTOTHE START OF CONSTRUCTION. EVERY DIG.EVERY TIME. SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON N P. A �O oe vusu. oaa FOUND REBAR W/CAP STAMPED ' \ \ B ssszi � "12718"02'(E)OF CORNER APPRDXIMATECENTERLINE N=434649.13 00875500099900 Lo noNOFExisnNc GAS uNE S/oNAL 2 ` \ \ E=13253M.82 REBPRWicarE.PENCE 1 o� wnvcoNrEacr EcoROEo F 0 20- ID PROPERTY LINE.FENCER' AT \ \\ or M OF HEW ENDFENcCEE — zo'REAR BsaL CORNER -- uNOERn.Frlavns2 -- ENGINEER'S STAMP ` \ Nl''1N)s 02(WI OF CORNER N89°0449E 136.98' _ _ 30.99' — _---_ —— N=43,10 32 --- E_1325576 _ _ --— — — — —+---- 008938000 _ o o ao' _ ___ ________ _� __ OPEN SPACE/ STORMWATER `♦ TRACT 997 I I LOT IS 1,911SF PROJECT INFORMATION ` N=434615.23 \ 1a FRONT BSBUPUE ffi Try 2 $ 4 $'� TAX PARCELS: 00893800000500 \ E=1325363.71 2,443SF 2,080SF 11 2,080SF 2480SF � FA PLAT Im , SITE ADDRESS: 7917 JENSEN FARM LANE \ I I I �g JENSEN FARM \ s \ I a DIVISION 3 SITE AREA: ARLINGTON,WA9822313,674 SF (0.31 AC) A.F.#9904155006 EXISTING ZONING: RHC(RESIDENTIAL HIGH CAPACITY) O USE: 4TOWNHOMES BUILDING SETBACKS: 10'FRONT LU 5'SIDE BSBL 5'SIDE O 10'PUE I I 15'REAR — — — — — — — — — N=43456649 WATER: CITY OF ARLINGTON ♦ '9 �.r9 \ E=1325524.14 SEWER: CITY OF ARLINGTON ♦ \��'�' \ POWER: SNOHOMISH PUD &0v _ 2�q1, — -al FOUND REBAR W/CAP STAMPED o 8P •1znF.D.rINI&o.v- FCORNER GAS: CASCADE NATURAL GAS �2 ACCESSNTIUTY / A' -- -- TELEPHONE: COMCAST 948 SF `` \ N=434577,05 ` \ DRIVER TRACT 999 11 00 ,' $ CABLE: COMCAST o i \\ E=132541483 Q. \—� Qig SCHOOL DISTRICT: ARLINGTON SCHOOL DISTRICT N016 ♦ \ END DRIVE FIRE DISTRICT: NORTH COUNTY REGIONAL FIRE AUTHOF STA 11+09.80,DRIVE AIRPORT PROTECTION DISTRICT:SUB -DISTRICTC a LOT27 \ \ pk sa FOUND REBAR WICAP STAMPED \ \ � C '12716'ATCORNER \ �p6" PLAT OF / WISEFOU S DISK PUN H WISE OISK8 PUNCH \ \ JENSEN FARM DOWN 05.VISITED 3-2924 \ ° Zg�fi •'� OPEN SPACE i zo DIVISION 3 \ ` SRACT 198 rn A.F.#9904155006 LOT26 \ T�30SF�98 0 C 3 PLAT OF \ JENSEN FARM \ ' LOT 7 'o N E \ 10'l1rILl7YE4SEMEMPER PLAT OR � DIVISION3 \ ` FOUND REBAR W/CW STAMPED M 0 A.F.#9904155006 ` \•127 6•ATCORNER PLAT OF EE � `� N=a34s1es3 � JENSEN FARM o E=1325483.36 ` \ DIVISION 3 c/7 A.F.49904155006 FOUND CASED CONS.MON. W/2'B 06.DISK PUNCH DOWN 0,8.VISITED 3 29 24/ \ LOT 25 i 0 a / \ 0 PLAT OF 4° / ♦ \ I—IPI /\ JENSEN FARM _ `\\ LOT / \ DIVISION 3 / �� � � \ 0 z\ A.F.#9904155006 \` \ PLAT OF JENSEN FARM W 0 DIVISION V A.F.#9904155006 LOT 24 �/ \ LOT 7 ♦\ `\ p'I \ , , \ \ ° PLAT OF v PLAT OF FA JENSEN FARM / FouNDCASDISK& MOH. JENSEN FARM `♦ \ ♦♦ U 06'W12'BRASS 3 a24 BUNCH DOWN \ r� z DIVISION 3 A 0s'vSI VISITED DIVISION 3 IGI A.F.#9904155006 A A.F.#9904155006 \ EH�.I 0 o / /•/�\\ ♦ FOUND CASED DISK FH ` \�DO BRASS DISK O F7i z DOWN 0.6'.NSITE F�i RECORD DRAWING DISCLAIMER z THESE PLANS ARE RECORD DRA WINGS AND THE/NFORMATION SHOWN ACCURATELY 0 REFLECTS EXISTING FIELD COND177ONSAS OFXXXX-XK THIS RECORD DRA WAG HAS F c BEEN PREPARED,IN PART,BASED ON INFORMA TION PROVIDED BY THE GENERAL B CONTRACTOR.UNDERGROUND PIP/NG/SASSUMEDTORUNSTRAIGHTBETWEEN SURFA CE STRUCTURES AND A TA CONSTANT GRADE.THOSE RELYING ON THIS RECORD �1 R DOCUMENTARE AD VISED TO OBTAIN INDEPENDENT VERIFICATION OF/I$ACCURACY. 0 RECORD DRAWINGS DRAWN BY: KMA PROJECT FILE No.PWD 3608 CHECKED BY: TPA AS-BUILT DRAWING APPROVAL DATE: 5.21-24 ACKNOWLEDGMENT JURISDICTION:CITY OF ARLINGTON THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A JOB NUMBER: 244X141C RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND �y SURVEY DISCLAIMER UTIL17YNOTE , SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE HC-01 RESPONSIBILITY FOR THE ACCURACY THEREIN. THE TOPOGRAPHIC SURVEY WAS PERFORMED BYPACIF/C COASTSURVEYS. THE CONTRACTOR SHALL VERIFY THE BY.. _ SOLID GROUND ENG/NEER/NGASSUMES NO LIABILITYAS TO THEACCURACY LOCATION OF ALL EXISTING UTILITIES PRIOR TO ary Eng;nee.,city of A6l;ngta 5 OF 16 AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND BETWEEN ANY CONSTRUCTION.AGENCIES INVOLVED WHATIS SHOWN ON THEPLANSAND WHATISNOTED IN THE FIELD SHALL BE NOTIFIED WITHIN A REASONABLE SAFETY IS IN YOUR HANDS. DATE_ SHOULD BE BROUGHT/MMEDIATELY TO THE ATTEN77ON OF THE ENGINEER. TIME PRIOR TO THE START OF CONSTRUCTION. EVERY DIG.EVERY TIME. SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON N �o oTWA ADA RAMP NOTES 5= 1. MINIMUM 4X4'LANDING NOT TO EXCEED 2%RUNNING OR CROSS SLOPE. 2. All SIDEWALK RAMP SHALL NOT EXCEED 833%WITH 2%MAX CROSS SLOPE. UNLESS OTHERWISE NOTED, \ fss/ONAL 3. All SIDEWALKS SHALL NOT EXCEED 2%CROSS SLOPE. 8�2 \ _ aPPROXIMA OCATIONOECEmING GA ENGINEER'S STAMP 4. ALL CURB ELEVATION ATFLOWUNE UNLESS OTHERvISE NOTED, \� — 00875500099900 REEFFEREONCEDNHERcOFE `\ \ WAVCONTRACTRECOHOED 5. GB:GRADE BREAK \ ONDERAFN1491152 UP:LOW POIM 2 __ __ HP:HIGH POINT . \ � __ BC:O OF CURB A\ — 0 20' 40' TC TOP CUR BOTTOM BW: TTOM OF \ \/ \ _ __ — —— — — — —-�——— EENCE COB (MO ———— — — — — NJ:TOPOFWPLL yyx \FC:FLUSH CURB PROPERTY LINE �oPEN� cr D I LEGEND MG:MATCH EXISTING GRADE V A - e I I s � / \ACEIST997 IIIORMWATER SYMBOLSSYMLS DESCRIPTION LOT 6 STORM MAIN PIPE v A SEWER MAIN PIPE CID ROAD AND GRADING NOTES ��D. v r ,�,; A,' b 50 �� P. - I 182.88 P 27 3;;2.;8 I T,---- PLAT OF RATER sERVICE PIPE o �w� �� PAD=131.74 L PAD=131.42 PAD=131.61 PAD=131.75 JENSEN FARM I ---------- DRAINPIPE � 1. AIIDISTURBEDPERv1WSAAEASTOBEUNDERLNNWIIHBMPT5.13S01LS. "\ � `� ` / o a ` NO OPIGNAGEING I A.F.#90IIVII14055006 LOTS 2. ALL OVERHEAD URLUIESARETO BE PLACED UNDERGROUND. \ ` Q` I\ I C PHALT PAVEMENT w 3. PLLWPIIS OVFR46 REWIRE ASEPARATE BUILDING PERMIT `\ / / 2"GRIND AND OVERLAY n_ WALLS OVER 4. ALL TRENCHESINR ADWAYEFALLPROTECTIONFENCINO _ — — I _ I— — — — — f/ JENSEN FARM INFILTRATION 5. ALLWALLSTO BE2 OR LESSATTERMINATION, F, CONCRETE PAVEMENT N 6. ALL TRENCHES IN ROADWAYAREAS SHAllBE BACKFILLED AND PATCHED WITH \\\� �b � � I I GALLERY TEMPORARY ASPHALT AT THE END OF EACH WORK DAY,UNLESS PERMISSION IS �DISIq 10 PUE I I 'NO PARKING"SIGN UNLESS o GRANTED TO DO OTHERWISE BY THE CIn ENGINEER PER ODASID DTL R-140. ��Ne I— — —132sa I DIVISION OTHERWISE NOTED 7. PLLTEMPORoAT'PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED ,32.ss w A . �V �� >� B12 132.30� 13z% BIKE PARKING SEE A.F.#9904155006 ��• t3,e3,320 WITHIN 2 WEEKS OF COMPLETION OFWORKWIIHIN THE ROADWAYAREA PER �� �� ,sve DETAIL AND DETAILS COASTDDTLR-140. NOTES AND DETAILS \ �5% D IVEA AccessNnun„ F LOW POINT \ TRACT 999 s2.T4 ,3iw lr . I MONUMENT TO BE RESTORED AEIER INSTALLATION \ 191b3. ,SLOPE TO DRAIN OF WATER SERACE LINES PER STANDARD DETAIL TO CB-1 LOT27 _ 13zz0 SPOT ELEVATIONS z o RESTORE TRENCHING AND PAVEMENT PER sTANDARDDETAIs. P \ / WERE NOT AS-BUILT PLAT OF A RESTORE CURB AND GUTTER AND SIDEWALK 8 t `1 // 13285 ,♦ LLI Q JENSEN FARM PERSTANDARDDETAILSRITDII111 TYP ,' I 3 �, / OPEN SPACEISTORMWATER I Z3 a DIVISION 3 �> TRACT 998 0 In o A.F.#9904155006 LOT26 �� �\ � / � 0 In E PLAT OF GRIND ANDOVERAY,TYP �� �� LOT JENSEN FARM INSTALL WSDOT PERPENDICULAR CURB � �?�;� 10LMLITYEASEMENTPERPIAT (n DIVISION3 RAMP PER STANDARDPLANF40.15-04. \ \ PLAT OF A.F.#9904155006 SIDEW8.33% LK WITH MAXROSHALL CROSS \ / 8.33%WITH 2% AX CROSS SLOPE. �� � \ JENSEN FARM ` \ DIVISION 3 RESTRIPECROSSWAIXTO ��� A.F.#9904155006 MATCHEASTING �04- LOT25 5 / Q PLAT OF JENSEN FARM �b ` \ LOT \ DIVISION 3 A.F.#9904155006 / /�/ \. / PLAT OF JENSEN FARM DIVISION 3 V \ A.F.#9904155006 a Pi LOT24 LOT U dl z PLAT OF r PLAT OF Z W [O-F JENSEN FARM JENSEN FARM O DIVISION 3 A DIVISION 3 O A.F.#9904155006 A A.F.49904155006 z RECORD DRAWING DISCLAIMER z r, P4 THESEPLANSARERECORDDRAW/NGSAND THE/NFORMATIONSHOWNACCURATELY O REFLECTS EXISTING FIELD CONDITIONS AS OFXXXX-XK THIS RECORD DRAWNG HAS F c BEEN PREPARED,IN PART,BASED ON/NFORMATION PROVIDED BY THE GENERAL ul B CONTRACTOR.UNDERGROUND P/P/NG/SASSUMEDTORUNSTRAIGHTBETWEEN 9 SURFACE STRUCTURES AND ATA CONSTANT GRADE.THOSE RELYINGONTHISRECORD 04 R DOCUMENTARE AD VISED TO OBTAIN INDEPENDENT VERIFICATION OF/I$ACCURACY. 0 RECORD DRAWINGS DRAWN BY: KMA PROJECT FILE No.PWD 3608 CHECKED BY: TPA AS-BUILT DRAWING APPROVAL DATE: 5.21-24 ACKNOWLEDGMENT JURISDICTION:CITY OF ARLINGTON THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A JOB NUMBER: 24-0041C RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND , SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE 6 SURVEY DISCLAIMER UTIL17YNOTE RG-01 RESPONSIBILITY FOR THE ACCURACY FULL AN. THE TOPOGRAPHIC SURVEY WAS PERFORMED BYPACIF/C COAST SURVEYS. THE CONTRACTOR SHALL VERIFY THE Br. _ _ ______ SOLID GROUND ENGINEERING ASSUMES NO LIABILITYAS TO THEACCURACY LOCATION OF ALL BUSTING UTILITIES PRIOR TO City Engrn—CTty of ASLrngta 6 OF 16 AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND BETWEEN ANY CONSTRUCTION.AGENCIES INVOLVED WHATIS SHOWN ON THEPLANS AND WHATISNOTED IN THE FIELD SHALL BE NOTIFIED WITHIN A REASONABLE SAFETY IS IN YOUR HANDS. DATE_ SHOULD BE BROUGHT/MMEDIATELY TO THE ATTEN77ON OF THE ENGINEER. TIME PRIOR TO THE START OF CONSTRUCTION. EVERY DIG.EVERY TIME. SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON N se• A WASUiO>� \ \\ CBRIM=130M SS/ONAL G 1-TID ` \ I- � IE I7 PVCISE(=126.39 IE I7 PJC(SVJI=12638 ` \\ SDCO-TA __ 4RE PROXIMATECENTERLINE \ - 00875500099900 anoNGFExisnmcGAS uNe ENGINEER'S STAMP \ \ \ l FERENCED IN THE RIGHT OF \ SDCO.6A vcONnWCTREcoREED s \ R�OF DRAIN CONNECTION DERAEH1491152 INFILTRATION GALLERY A,SEE �- _ __—_—— —DETAILS ON SHEET SD-01 4 _ — — — —— \ — YB-1 0 20' ao' n6,v"v, r�rrsa"�N=434629.57,E=1325414.10 `m M 1-131- - — — — —— \Ncecaa.o7' OFJ—— — — — ——— —— \ \ I PROPERTY LINE �w 10' 1 OPEN SPACE/ ( LOT 6 STORMWATER TRACT 997 `l) I 14 LP i sD 2 I ID3 I 4 � � r e aw I -iS2.58 I 1 PLATOF z b I PAD=131 74 PAD-131.42 PAD=131.61 PAD 131.75 I JENSEN FARM o ro �� DIVISION 3 LLU soco-TB soco-sB I soco-5B A.F.#9904155006 o � I w \ 0'P E CB RIA7=1D.9T IE12'PVC(NM=12609 IE 12'PVC(Sq=126,03 IE12'PVC(SW1=12621 G � O ACCESS/UTILITY tt oo , � ' TRACT 999 soco-3B INFILTRATION GALLERY B,1 DETAILS_ON SHEET SD-01 W N CB 1 PERKFILTER Z 0 / WI OPENGRATE v A >m / + �'� ` �\ W s3 soco-213 1 o STA 10+33.08,1.29 LT r OPEN SPACE I SDCO-1 B 0 In RIM=131.31 -�� SDCO-4A STORMWATER IE=129.7 TRACT 998 6(90)E 88 LF U SB-�-P.97% \ . EE LOT27 31LFesD@1.e1% _a soco-aA LOT 7 CR RIM 13333 \ 10 LMLITYEASEMENTPER PLAT IE 12 PVClM41 12T.,6 \ \ PLAT OF LOT26 z'wc(Sq=, 24 \ PLAT OF IE6"CPP(NE)=127.63 „JENSEN FARM PLAT OF soco-2A V JENSEN FARM DIVISION 3 1 \ Z DIVISION 3 ``\ I \ A.F.#9904155006 / JENSEN FARM I ��`� A A.F.#9904155006 DIVISION 3 socolA a A.F.#9904155006 / /r / SAWCUT LINE TYP \�•`w so a;"�� / / / �' �� GRIND AND OVERLAY,TYP ��1 �� V / W '�� CB RIM1321T / C E0 ' IE,2'PYC(M-17T0T IE I2 PVC(SE)12609 / / I B'PVCISWFt26.62 LOT25 / PLAT OF s v / JENSEN FARM LOT 9 DIVISION 3 �� \ A.F.#9904155006 / `' \ / PLAT OF A \ \ \ \ JENSEN FARM DIVISION U \ <\ \ A.F49904155006 a � CAUID NOT ORE 04 / O / LOT 24 \ \ U \ LOT7 \\ E . z z PLAT OF �/ r PLAT OF \ EFj W F JENSEN FARM / / JENSEN FARM \\ z DIVISION 3 i DIVISION 3 \ A.F.#9904155006 A.F.#9904155006 �\ \ S U W H RECORD DRAWING DISCLAIMER z I� P4 THESEPLANSARERECORDDRAW/NGSAND THE/NFORMATIONSHOWNACCURATELY O REFLECTS EXISTING FIELD CONDITIONS AS OFXXXX-XK THIS RECORD DRAWING HAS E c BEEN PREPARED,IN PART,BASED ON/NFORMATION PROVIDED BY THE GENERAL B ul CONTRACTOR.UNDERGROUND P/P/NG/SASSUMEDTORUNSTRAIGHTBETWEEN SURFA CE STRUCTURES AND A TA CONSTANT GRADE.THOSE RELYING ON THIS RECORD 04 H DOCUMENTARE AD VISED TO OBTAIN INDEPENDENT VERIFICATION OF/I$ACCURACY. 0 RECORD DRAWINGS DRAWN BY: KMA PROJECT FILE No.PWD 3608 CHECKED BY: TPA AS-BUILT DRAWING APPROVAL DATE: 5.21-24 ACKNOWLEDGMENT JURISDICTION:CITY OF ARLINGTON THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A JOB NUMBER: 24-0041C RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SURVEY DISCLAIMER UTIL17YNOTE , SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE DR-01 RESPONSIBILITY FOR THE ACCURACY THEREIN. THE TOPOGRAPHIC SURVEY WAS PERFORMED BYPACIF/C COAST SURVEYS. THE CONTRACTOR SHALL VERIFY THE Br. _ _ ______ SOLID GROUND ENGINEERING ASSUMES NO LIABILITYAS TO THEACCURACY LOCATION OF ALL EXISTING UTILITIES PRIOR TO City Eng;n—CTty of AHrngta 7 OF 16 AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND BETWEEN ANY CONSTRUCTION.AGENCIES INVOLVED WHATIS SHOWN ON THEPLANS AND WHATISNOTED IN THE FIELD SHALL BE NOTIFIED WITHIN A REASONABLE SAFETY IS IN YOUR HANDS. DATE_ SHOULD BEBROUGHT/MMEDIATELY TO THEATTEN770NOFTHEENGINEER. TIME PRIOR TO THE START OF CONSTRUCTION. EVERY DIG.EVERY TIME. SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON SY• A o oe vusu,88o \3 140 ��gSOgAa7• 1 1 ssszi XASIONAL 25 < 8' 20' o � w ENGINEER'S STAMP ZI �Fu0 Ji o 135 FINISHED 3ADE AT DRIVE IL TRACT TRACT E0� EXIE TING GRADE AT DRIVE 4 TRACT I 10, PVMT CL Pm PIT I w Z U) - W Pg97gS 1.51.5%� I `.5% v�\�S VA'VA'�VA �V AA A�V 130 g A/jA� 130 U Sv:v!vvrvv:vv�v�;�vvv�v wvv�w�����w;<v�!v:v�Yv� o ^ v�:�A yii ii INFILTRATION GALLERY B, SEE SHEET SD-01 FOR DETAILS CB-1 PEAKFILTER 3"CLASS B ASPHALT(2 LIFTS REQUIRED) o 4"ATB WI OPEN GRATE 2'MIN CRUSHED BASE COURSE R COMPACTED SUBGRADE TO 95%MAXIMUM DENSITY {F}2gg�-(g�)-E POPOSED SANITARY STA 10+33.27,1.29'LT SEWER SYSTE RIM=131.31 DRIVE SECTION c (STA 10+28.50 TO 10+61.161 E=129.82 TWO)E N a� SCALE:1"=5 125 125 cmZ o C > W s 3 Z3 c 7 O o E TRACT TRACT 2W MAX(WIDTH VARIES,SEE PLAN) .O TRACT (n 10 PVMT CL 10, 9'MAX PVMT WMT PVMT )WIDTH VARIES,SEE PLAN I SDOO- .^^T SDCO 4A STA 16 L L 120 STA 10+6 8,'1 50 RT 120 I I L T{g7FS I 1.5 � I Epp'\ES IIE=1229.2.200(60) E A7 V[^�] 15� E=12920(600)) E 4 U) 1114 rn0 0 0 �U 3"CLASS BASPHALT(2 LIFTS REQUIRED) 4E� o 4"AT8 VJ 2"MIN CRUSHED BASE COURSE DRIVE A COMPACTED SUBGRADE TO 95%MAXIMUM DENSITY H:1=20' 115 115 DRIVE SECTION (STA 10+61.16 TO 11+09.80) { SCALE:1"=5' 9+50 10+00 10+50 11+00 11+50 12+00 V 04 I� P4 0 .94 .94 z z c C pq 0 H 0 W z RECORD DRAWING DISCLAIMER z r� M THESEPLANSARERECORD DRAWINGSAND THE/NFORMATION SHOWNACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OFXXXX-XK THIS RECORD DRANM OG HAS 0 c BEEN PREPARED,IN PART,BASED ON/NFORMATION PROVIDED BY THE GENERAL p B CONTRACTOR.UNDERGROUND PIP/NG/SASSUMEDTORUNSTRAIGHTBETWEEN SURFA CE STRUCTURES AND A TA CONSTANT GRADE.THOSE RELYING ON THIS RECORD 01 R DOCUMENTARE AD VISED TO OBTAIN INDEPENDENT VERIFICATION OF/I$ACCURACY. 0 RECORD DRAWINGS DRAWN BY: KMA PROJECT FILE No.PWD 3608 CHECKED BY: TPA AS-BUILT DRAWING APPROVAL DATE: 5.21-24 ACKNOWLEDGMENT JURISDICTION:CITY OF ARLINGTON THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A JOB NUMBER: 24-0041C RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SURVEY DISCLAIMER UTIL17YNOTE , SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE PR-01 RESPONSIBILITY FOR THE ACCURACYFULL ANTHEREIN. 9 THE TOPOGRAPHIC SURVEY WAS PERFORMED BYPACIF/C COASTSURVEYS. THE CONTRACTOR SHALL VERIFY THE BY.. _ SOLID GROUND ENG/NEER/NGASSUMES NO LIABILITYAS TO THEACCURACY LOCATION OF ALL BUSTING UTILITIES PRIOR TO ary Eng;nee.,city of A�l;ngta 8 OF 16 AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND BETWEEN ANY CONSTRUCTION.AGENCIES INVOLVED WHATIS SHOWN ON THEPLANS AND WHATISNOTED IN THE FIELD SHALL BE NOTIFIED WITHIN A REASONABLE SAFETY IS IN YOUR HANDS. DATE._ SHOULD BEBROUGHT/MMEDIATELY TO THEATTENTIONOFTHEENGINEER. TIME PRIOR TO THE START OF CONSTRUCTION. EVERY DIG.EVERY TIME. SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON �O oe WASUi SDCO-4B �5p SDCOI SDCO-5A STA.,n1^+71.12,v 99ART 2(y ., .�.,_�,..." ",�;i ,,,, IE=129.05(6"0)SW SDCO-3B ydy ssszi �, IE=128.39(6"0)E RIYA�9GAB om RFD�po �a IE=128.39(6"0)W / 3' T T 3' IE=128.50(8"0)E STA 10+71.12,0.99'RT STA 1A+7A.a3,:.S"o DT @SSTONALGN 5 IE=128.44(fi"0)W 2 IE=128.39(6"0)S IE=128.44(6"0)S RIM=132.20 IE=129.17(6"0)SW N=434632.68,E=1325393.79 N=434632.77,E=1325400.79 OPEN SPACE/STORMWATER 14 LF 6"""""��" � STA 10+75.63,4.96RT ENGINEER'S STAMP RIM=132.19 DRIVE A RIM=132.14 ,9 PERFPVC RIM=132.34 TRACT999 11 w E 1A£.3AA.» SDCO-4A STA 19"vRNd�"-1v8P",5B"o 6'RT SE � SDCO 28 � u -. - - -- IE=12920(6"0)W -- L o 5' 10 N=434632.58,E=1325386.T3 IE 12920(GO)SW RIM=130.50 / i IE=12920(6"0)NE o,, A Y ' � STA 132.4 13,6.92'RT STA 10+61.87,11.50'RT OPEN SPACE/STORMWATER PERFfVC 7LF&G RIM=132.06 RIM=132.40 SDC01B --'`4 LF 6' STA'6+A4^ 'PAS" TRACT 997 7 LF 6° ram-PERFPVC o RIM 3 \ � 6 - / LEGEND \ ." """ ," I PERFPVC - � -_�� '." �°"_��"" IE-129.61(60)SW 14LF6 PERFPVC o \ 1°�"�°� � �L _ STA 10+84.63,12.89'RT SYMBOLS DESCRIPTION V) 16 LF 6 PERFPVC _ - � ""„V„ 1 CON REDUCER PRIOR TO _ STORM MAN PIPE \ _I 1_ i "• I Bx6 RIM=132.46 z \ _ CONNECTION TO SEW O � . o 24 OF 6 PERF PVC 6�f-6"PERE PVG 61 --- ---- \ - � 6 LF 6'PERF PVG DRAIN PIPE \ o 2 PERFPV I,- STORM CLEAN OUT Lu zo / SDCOI n_\ 21LF6' T i" SDCO-7B w PERF PVC� r� NOTES A_•^•^^ r ,w�, A - �11' I IE=12920(6'0)NW ,_-ERE FIVE. , };BE6"P�G / 1. SEE SHEET DR-01 FOR CB AND YARD DRAIN LOCATION pMq-}3gsg _ it IE=129 20(6'0)BE 6 LF 6'PERF PVC 14 LF 6 PERF PVC AND ELEVATION DATA. IE=12823(60)IN \ _ ii I , IE=12920(6'0)NE ..,"„"""",„,,, 2. LONG-TERM INFILTRATION RATE USED TO SIZE 1 INFILTRATION GALLERIES A AND B WAS 2.0 INMR. \ L. 14 LF 6 PERF PVC m N=43461647,E=1325387.01 _ STA 10+6638,15.4T RT \ CONTRACTOR TO CONFIRM FIELD INFILTRATION RATES o RIM=130.50 \ _� _ - SDCO.5B RIM=132.07 \ PRIOR TO INSTALLATION, 7 N-4S;w"o 76T�32',401 , 3. ALL INFILTRATION GALLERY PERFORATED PIPES TO BE SDCO-2A SDCO-1A LAID AT O%. IE�12920 60 NW "°A " °"� �'�=g� \ c c_ N-434608.78,E-1325401.11 - of R g tea`' SDCO 6B I RIM=132.09 (0) IE 129.20(6"0(NE J ( ) STA 10+75.38,23.40'RT / (D " "OAIE=129.20(6"0)NE \ RIM=132.07 / S Z o IE-12827(60)N \,r - I STA 10+70.88,19.43 RT \ d w C N=434611.35,E=1325394.08 RIM-132.07 ", """gym,. LL Q RIM=131.95 "C 6LF 6PERFPVC > 3 a Z3 c OPEN SPACE/STORMWATER \ O 0 E kxx \ - TRACT998 \ `v -a 0 PLAN VIEW INFILTRATION GALLERY A PLAN VIEW INFILTRATION GALLERY B EXISTING GRADE AT O TEST PIT 3 LOCATION EXISTING GRADE AT it APPROXIMATE TEST PIT 3 LOCATION �4 APPROXIMATE 22.00' EL-131.00 20' EL=131.52' O PLANSDC ABOVE SDCOPLAN ABOVE E PLAN ABOVE FOR RIM TOP OF GALLERY ELEVATIONS FINISHED FOR RIM FINISHED GRADE=132.20 ELEVATIONS FINISHED GRADE=131.50 TOP OF GALLERY _ _____________ ______ LU COVER EL=131.20 �'__ _ ___��,q . ____ 1.0'COVER EL=130.50 INTAKE-1,IE=129.20(6.0) Fi e o A 2.B DEPTH 2.0'DEPTH BOTTOM OF GALLERY ,G,1/,/, W EL=128.00 BOTTOM OF GALLERY INTAKE-1 EL=129.20 `777, rn - IE=128.00(8"0) WRAP IN MIRIFI 16ON FABRIC OR EQUIVALENT. ~ NATIVE UNDISTURBED 6"PERF PVC PIPE=129.20 - SOIL WRAP IN MIRIFI160N FABRIC OR EQUIVALENT. 2'OVERLAP MINIMUM ON EDGES. 2OVERLAP MINIMUM ON EDGES, 6"PERF PVC PIPE 1.5-2.5INCH DIAMETER CLEAN STONE, NATIVE UNDISTURED SOIL 1.5-2.5INCH DIAMETER CLEAN STONE, IE=128.00 40%VOIDS OR EQUIVALENT 40%VOIDS OR EQUIVALENT 0 - -------- ------- 5.2'SEPARATION FROM BOTTOM OF 5.5'SEPARATION FROM BOTTOM OF SEASONAL HIGH GROUNDWATER TABLE FACILITY TO HIGH GROUNDWATER TABLE a SEASONAL HIGH GROUNDWATER TABLE FACILITY TO HIGH GROUNDWATER TABLE APPROXIMATE EL=124.00' APPROXIMATE EL=122 5G SECTION A-A SECTION A-A a? 0 .94 EXISTING GRADE AT EXISTING GRADE AT V H� TEST PIT 3 LOCATION TEST PIT 3 LOCATION 14 APPROXIMATE APPROXIMATE M h EL=131,00' 28 EL=131.56' 18.00' HF� W 0 PIN TYP SEE z �Hs1 PIN tj Z ABOVE FOR RIM FINISHED GRADE=132.20 0 ELEVATIONS TOP OF GALLERY �/�' �/ 'S''S" 1�O''ICOVDRGRADE=131.50 - - --�--� -�- - -� -� -- 2.0'D°EPTH VER TOP OF GALLERY EL=131.20 a EL=130.50 RECORD DRAWING DISCLAIMER W r' Phi INTAKE-1,IE=128,00(6'0) 2.5'DEPTH BOTTOM OF GALLERY THESE PLANS ARE RECORD DRAWINGS AND THE INFORMATION SHOWNACCURATELY O LL EL=129.20 BOTTOM OF GALLERY INTAKE-1,IE=129.20(6"0) REFLECTS EXISTING FIELD CONDITIONS AS OFXXXX-XK THIS RECORD DRA WAG HAS BEENPREPARED,INPART,BASEDON/NFORMATION PROVIDED BYTHEGENERAL (~ EL=128.00 .�;>� 6'PERFPVC PIPE-129.20 U1 WRAP IN MIRIFI 160N FABRIC OR EQUIVALENT. CONTRACTOR.UNDERGROUND P/P/NG/SASSUMED TO RUNSTRAIGHTBETNEEN WRAP IN MIRIFI 160N FABRIC OR EQUIVALENT. 2'OVERLAP MINIMUM ON EDGES. SURFACESTBUCTURESANDATA CONSTANT GRADE.THOSE RELYING ON THIS RECORD �4 €� 6=128.PVC PIPE m 2'OVERLAP MINIMUM ON EDGES. NATIVE UNDISTUREDSOIL DOCUMENTAREADVISED TO OBTA/N/NDEPENDENT VERIFICATION OFITSACCURACY. Q IE=128.00 ----- --------_ 1.5-2.5INCH DIAMETER CLEAN STONE, NATIVE UNDISTURBED SOIL 1.5-2,5INCH DIAMETER CLEAN STONE, 40%VOIDS DR EQUIVALENT RECORD DRAWINGS 40%VOIDS OR EQUIVALENT SEASONAL HIGH GROUNDWATER TABLE 5.2'SEPARATION FROM BOTTOM OF DRAWN BY: KMA 5.5'SEPARATION FROM BOTTOM OF APPROXIMATE EL=124,00' FACILITY TO HIGH GROUNDWATER TABLE SEASONAL HIGH GROUNDWATER TABL PROJECT FILE No.PRO 3608 E FACILITY TO HIGH GROUNDWATER TABLE CHECKED BY: TPA ' APPROXIMATE EL=122.50' SECTION B-B DATE: 5.21-24 AS-BUILT DRAWING APPROVAL SECTION B-B ACKNOWLEDGMENT JURISDICTION:CITY OF ARLINGTON THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A JOB NUMBER: 24-0041C RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SURVEY DISCLAIMER UTIL17YNOTE , SIGNATURE APPEAR ON THIS SHEET ASSUMES PULL AND COMPLETE SD-01 RESPONSIBILITY FOR THE ACCURACY THEREIN. THE TOPOGRAPHIC SURVEY WAS PERFORMED BYPACIF/C COASTSURVEYS. THE CONTRACTOR SHALL VERIFY THE Br. - - ------ SOLID GROUND ENGINEERING ASSUMES NO LIABILITYAS TO THEA CCURA CY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CityEngrn-CTtyofA�Ifngta 9 OF 16 AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND BETWEEN ANY CONSTRUCTION.AGENCIES INVOLVED WHATIS SHOWN ON THEPLANS AND WHATISNOTED IN THE FIELD SHALL BE NOTIFIED WITHIN A REASONABLE SAFETY IS IN YOUR HANDS. DATE._ SHOULD BEBROUGHT/MMEDIATELY TO THEATTEN770NOFTHEENGINEER. TIME PRIOR TO THE START OF CONSTRUCTION. EVERY DIG.EVERY TIME. SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON CITY OF ARLINGTON GENERAL CONSTRUCTION NOTES CITY OF ARLINGTON STORM DRAINAGE NOTES5 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THECITY OF ARLINGTON PUBLIC 1. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS AND CITY �O�E OF wngy7pa WORKS STANDARDS AND SPECIFICATIONS,AND THE CURRENT EDITION OF THE WASHINGTON STATE DEPARTMENT STANDARDS AND SPECIFICATIONS,ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER,THE CITY OF TRANSPORTATION(WSDOT)STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION. ENGINEER,AND OTHER APPROPRIATE PUBLIC AGENCIES, A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. 2. ALL PIPE MATERIALS SHALL MEET THE REQUIREMENTS OF THE CITY STANDARDS AND SPECIFICATIONS,ACCEPTABLE STORM DRAINAGE GRADES LESS THAN 8% LANDING WIDTH W® 2. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO OBTAIN A GRADING PERMIT,RIGHT-OFWAY PIPE MATERIALS INCLUDE CONCRETE,PVC,HDPE,AND DUCTILE IRON,CORRUGATED METAL PIPES(GALVANIZED ALUMINUM OR STEEL) sbszl PERMIT,AND UTILITY PERMITS,FROM THE CITY.ALL REQUIRED PERMITS FROM OTHER AGENCIES MUST ALSO BE ARE NOT ACCEPTED BY THE CITY.ALL PIPE JOINTS MUST HAVE GASKETS AND SHALL BE WATER TIGHT UNLESS OTHERWISE DIRECTED 15'MINIMUM s VARIES ��,o RecTS21 OBTAINED BY THE DEVELOPER/CONTRACTOR. BY THE DDIN c/L D fssIONIC 3. PRIOR TO ANY CONSTRUCTION ACTIVITY,THE DEVELOPER/CONTRACTOR SHALL ATTEND APRECONSTRUCTION 3. PIPE BEDDING MATERIAL SHALL BETS/8-INCH MINUS CRUSHED GRAVEL FOR ALL PIPE TYPES,EXCEPT DUCTILE IRON.BEDDING MATERIAL 2z 2%� PAVEMENT OR SHOULDER SLOPE � t 2% CONFERENCE WITH THE CITY.THE CONSTRACTOR SHALL SCHEDULE THE PRECONSTRUCTION CONFERENCE BY FOR DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS OF THE CITY'S STANDARDS AND SPECIFICATIONS(CHAPTER 4). CALLING(360)403-3500.PRIOR TO SCHEDULING,THE CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL FOR 4. ALL TRENCH BACKFILL IN AREAS OF PAVEMENT OR STRUCTURAL LOADING SHALL BE COMPACTED TO AT LEAST 95%OF THE MAXIMUM - SIDEWALK ° ENGINEER'S STAMP THE TRAFFIC CONTROL PLAN,CITY PERMITS,TEMPORARY EROSION AND SEDIMENT CONTROL PLAN, DRY DENSITY.ALL OTHER AREAS SHALL BE COMPACTED TO AT LEAST 90%OF MAXIMUM DRY DENSITY. Plvor PowT A 5 VARIES PERFORMANCE BOND,COPY OF OTHER AGENCY PERMITS,A COPY OF THE CONTRACTOR'S LICENSE,AND PROOF 5. ALL PIPE SHALL BE PLACED ON STABLE EARTH.IF IN THE OPINION OF THE CITY INSPECTOR,THE EXISTING TRENCH FOUNDATION IS OO OO O3 PIVOT POINT B OF INSURANCE COVERAGE. UNSATISFACTORY,THEN IT SHALL BE EXCAVATED BELOW GRADE AND BACKFILLED WITH GRAVEL BEDDING MATERIAL TO SUPPORT THE CEMENT CONCRETE cuae&currER 4. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE ON THE JOB SITE WHEN CONSTRUCTION IS IN PIPE. 4"CSBC PROGRESS. 6, LOT DRAINAGE SYSTEMS,STUB-OUTS AND ANY DRAINS BEHIND THE SIDEWALK MUST BE INSTALLED AS REQUIRED PRIOR TO SIDEWALK 1'GRAVEL BARRow (CURBED SECTIONS) 5. ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS.ANY DEVIATION FROM THE CONSTRUCTION STUB-OUTS SHALL BE MARKED WITH A 2"X4"WITH 3 FEET VISIBLE ABOVE GRADE AND MARKED"STORM°.LOCATION OR AS APPROVED BY APPROVED PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER,THE CITY ENGINEER,AND OTHER AND DEPTH OF THESE INSTALLATIONS SHALL BE SHOWN ON THE AS-BUILT PLANS SUBMITTED TO THE CITY. THE CITY ENGINEER APPROPRIATE PUBLIC AGENCIES. 7. ALL CATCH BASINS SHALL BE TYPE I UNLESS OTHERWISE SHOWN ON THE PLANS AND APPROVED BY THE CITY.THE USE AND 6. ALL OF THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN THE PLANS HAVE BEEN ESTABLISHED BY FIELD INSTALLATION OF INLETS IS DISCOURAGED. SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE AND 8, ALL CATCH BASINS WITH A DEPTH OF 5 FEET(RIM TO INVERT)OR GREATER SHALL BE TYPE 2 CATCH BASINS EQUIPPED WITH 3/4-INCH NOT NECESSARILY COMPLETE.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY DIAMETER SAFETY MANHOLE STEPS OR A MANHOLE LADDER PER CITY STANDARD DETAILS. TYPE OF ACCESS ACCESSING LANDING WIDTH W(D ACCESS GRADE D THE ACCURACY OF ALL UTILITY LOCATIONS. 9. ALL GRATES SHALL BE MARKED"OUTFALL TO STREAM-DUMP NO POLLUTANTS'.ALL SOLID COVER SHALL BE MARKED"DRAIN",ALL 7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION AND SHALL CATCH BASINS AND MANHOLES SHALL BE EQUIPPED WITH LOCKING FRAMES AND LIDS OR GRATES PER CITY STANDARD DETAILS. GRADES 8%AND OVER RESIDENTIAL(URBAN) NON-ARTERIAL 15' t 15%MAX. CONTACT THE UNDERGROUND UTILITIES LOCATE SERVICE(1-800-424-5555 OR 811)AT LEAST 48 HOURS PRIOR TO 10,ALL GRATES LOCATED IN THE GUTTER FLOW LINE(INLET AND CATCH BASIN)SHALL BE DEPRESSED 0.1 FOOT BELOW PAVEMENT LEVEL. CONSTRUCTION. 11,THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE,INLET AND CATCH BASIN FRAMES AND GRATES/COVERS TO 15'MINIMUM (URBAN) ARTERIAL is' t 77 MAX. IMUM CID 8. INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE ACCOMPLISHED BY REPRESENTATIVES OF THE CITY OF GRADE JUST PRIOR TO CURB INSTALLATION AND/PAVING. c/L coMMERCIAL/INDUSTRIAL NON-ARTERIAL 30' t a%MAX.. 27 27 ARLINGTON.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE 12.ALL RETENTION/DETENTION FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO,OR IN CONJUNCTION WITH,ALL 9 INSPECTIONS,ALLOWING PROPER ADVANCE NOTICE.THE INSPECTOR MAY REQUIRE REMOVAL AND REPLACEMENT CONSTRUCTION ACTIVITY,UNLESS OTHERWISE APPROVED BY THE CITY. coMMERcuL/INDusTRIAL ARTERIAL 30' t 5%MAX. OF ITEMS THAT DO NOT MEET CITY STANDARDS OR WERE CONSTRUCTED WITHOUT INSPECTION. 13,DETENTION/RETENTION PONDS WITH SIDE SLOPES STEEPER THAN 3:1 OR WITH A MAXIMUM WATER DEPTH GREATER THAN 3 FEET w z 9. THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALL TIMES BY CLEANING WITH A SHALL BE ENCLOSED WITH A VINYL COATED CHAIN LINK FENCE. SWEEPING AND/OR VACUUM TRUCK.WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR 14,BIO-FILTRATION SWALES ANDIOR FILTER STRIPS SHALL BE CONSTRUCTED,BEDDED OR SEEDED AND IN OPERATION PRIOR TO,OR -' APPROVAL FROM THE CITY INSPECTOR. SODDED IN CONJUNCTION WITH,ASPHALT PAVING.THE VEGETATION IN THE BIO-SWALE MUST BE WELL ESTABUSHED BEFORE PAVING y 10. THE CONTRACTOR SHALL MAINTAIN TWO(2)SETS OF"ASBUILP PLANS SHOWING ALL FIELD CHANGES AND BEGINS. NOTES: MODIFICATIONS.IMMEDIATELY AFTER CONSTRUCTION COMPLETION,THE CONTRACTOR SHALL DELIVER BOTH 15,STORM WATER RETENTION/DETENTION FACILITIES,STORM DRAINAGE PIPE AND CATCH BASINS SHALL BE FLUSHED AND CLEANED BY 3"ATB 1'GRAVEL BARROW COPIES OF RED-LINED PLANS TO THE CITY.THE CITY WILL FORWARD ONE OF THE COPIES TO THE DESIGN THE DEVELOPER PRIOR TO THECTY'S ACCEPTANCE OFTHE PROJECT. 4"CSBC OR AS APPROVED BY Di SEE STD DETAIL R-180 FOR CURB DETAILS. ENGINEER. 16,WHEN INFILTRATION FACILITIES ARE CONSTRUCTED,COMPACTION OF SOIL IS NOT ALLOWED,AS THE DESIGN IS BASED ON NATURAL THE cln ENGINEER m O2 WHEN ACCESSING SHOULDERED ROADWAYS, MAINTAIN SHOULDER SLOPE TO SOIL IN THE ORIGINAL LOCATION.VEHICLES SHALL NOT BE DRIVEN OVER THE INFILTRATION AREA DURING CONSTRUCTION. PIVOT POINT A. o 17,IF THE CONTRACTOR ENCOUNTERS GROUNDWATER OR SOIL CONDITIONS DIFFERENT FROM THAT SHOWN IN THE PLANS DURING 3O ACCESS POINT GRADE SHALL BE MEASURED FROM PIVOT POINT B. INFILTRATION SYSTEM INSTALLATION,THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR. ® LANDING WIDTH W MAY BE REDUCED SUBJECT TO APPROVAL OF THE CITY ENGINEER. NOTES: SO A VERTICAL CURVE SHALL BE CONSTRUCTED TO TRANSITION THE LANDING TO THE ACCESS APPROACH. THE VERTICAL SEPARATION BETWEEN THE CURVE - 1. COMPACTION TESTS ARE REQUIRED. THE NUMBER OF TESTS TO BE FIELD DETERMINED BY THE CITY AND A 10-FOOT CHORD OF THE CURVE SHALL NOT EXCEED 3.25 INCHES INSPECTOR. ALL TESTING SHALL BE PERFORMED BY A LICENSED TESTING LABORATORY.MINIMUM (WHERE D IS POSITIVE)OR 2.00 INCHES(WHERE D IS NEGATIVE). (D COMPACTION SHALL BE 95%MAXIMUM DENSITY OF BOTH SUBGRADE AND CSBC. C Z o co 2. GRADES B%AND OVER REQUIRE 3"ATB.COMPACTION SHALL BE AN AVERAGE OF 92%OF DRY DENSITY. c j 0' w L> c0 1Ty avrt DBPART'NSNT OP PDBLIC PORR3 STANDARD DETAIL 1TY O °� DPPART1fPNT OP PDBLIC 1IORR3 STANDARD DETAIL Z3 � C �' win -nro>w STANDARD DETAILS NUMBER 'A P Nn�YNN STANDARD DETAILS NUMBER O o E ALL{FEATHER SURFACES FOR a t R-050 s 4: n ACCESS POINT GRADES R-090 EE B�ING,�O UTILITY ACCESS �tI G O O U7 FINAL JOINT MUST 1/2"x 4"FULL DEPTH EXPANSION JOINT EVERY BE SAW-CUT SAW-CUT OR LINE DRILL 2"MIN ASPHALT 30'.ALIGN EXPANSION JOINTS UNDERLYING CONCRETE CONCRETE &DUMMY JOINTS IN CURB V-GROOVE EXISTING ASPHALT WITH JOINTS IN SIDEWALK 1/4"DEEP CONCRETE (TYP) A K�h V-GROOVEZiMAXDEEP EXISTING CEMENTS CONCRETE (TIP) )y5 DUMMY JOINT ' ,j_ 1 8� -� �� COMPACTED SUBGRADE CDF OR COMMERCIAL CONCRETE S - p 15'C/JOINT1.4 �� PER NOTE 2 /Yp 15 C/C r ® 1/2"x 1 1/2" V! e'R �®� ®® DUMM S'I Cl/C �4.I) PARKING W EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE 3_,4R FIRE on COVER PLAN z PLAN ASPHALT CONCRETE(4"MIN) COVER REMOVED COVER SECTION FINAL JOINT MUST REPLACEMENT PATCH TO BE 1" VARIES BE SAW-CUT THICKER THAN PREVIOUSLY EXISTED 1/2"x 1 1/2" FULL DEPTH CUR B&GUTTER LANE (1-1/2",2"OR 3') \ EXPANSION JOINT EVERY 30 AN 10-1/2" PL VIEWS 9 1/2 12 COMPACTED SUBGRADE 2"MIN 5-1 4"R EXISTING ASPHALT PER NOTE 2 V ASPHALT CONCRETE 4-3/4"R 4"R CONCRETE 5'TYPICAL .l (SEE NOTE 7 BELOW) ALUMINUM SIGN PLATE 1/2"x 1 1/2' I.� I� e" EXISTING ASPHALT CONCRETE OVER PREPARED GRADE DUMMY JDINT z% _ SIDEWALKcoNCRE E 9� TYPE 1 CURB&GUTTE SIGN POST ARD SEE STD DETAIL R-110 4 ISO 1' I.� � EXTENSION SECTION CEMENT CONCRETE(8"MIN) Y�\ FI y REPLACEMENT PATCH TO BE 1" V' d 9' FINAL JOINT MUST THICKER THAN PREVIOUSLY EXISTED 2"CRUSHED SURFACING V \- TOP COURSE,COMPACTED F� F� BE SAW-DDT "NO PARKING-FIRE LANE" 1r_I z 3 4' TO 95%DENSITY MONUMENT CASE h 2 R NOTES TYPICAL SECTION SIGN DETAIL H W EO.I �+ 2-1/2"CIA DOMED 1.MONUMENTS IN NON-PAVED r� oCONCRETE BASE BRASS CAP PREPS SHALL BE 3"ABOVE GRADE. EXISTING CEMENT NOTES: NQTTQSCALE 0 1ti V o (CLASS 4000) 2.ALL MONUMENTS SHALL BE CONCRETE 12 _ COMPACTED SUBGRADE PRECAST GONG WITH REBAR AND PER NOTE 2 1. SIDEWALKS SHALL BE A MINIMUM OF 4"THICK,AND SHALL BE CLASS 3000 CEMENT CONCRETE,WITH AIR rl 1.4 2-1/2"DIA BRASS CAP. ENTRAINMENT(MIN 4.5%-MAX 6.5%). 12FMIN y8 REBAR 3.MONUMENT CASE AND RISER 2. FULL EXPANSION JOINTS SHALL GENERALLY BE PLACED TO MATCH THOSE PLACED IN ADJACENT CURB& RECORD DRAWING DISCLAIMER Z SECTION SHALL BE CAST IRON PER GUTTER,WITH MAXIMUM SPACING OF 30 FEET,FINAL SPACING DETERMINATION SHALL BE DECIDED BY THE ASTM-A46,CLASS 30,WITH EXISTING CEMENT CONCRETE OVER PREPARED GRADE INSPECTOR IN THE FIELD. THESEPLANSARERECORDDRAWINGSANDTHE/NFORMATIONSHOWdACCURATELY 0 BITUMINOUS COATING. REFLECTS EXISTING FIELD CONDITIONS AS OFXXXX-XK THIS RECORD DRA KING HAS F c 4.COVER SHALL BE DUCTILE IRON 3. suecaaDE SHALL BE COMPACTED ro NOT LESS THAN 9s%of MAXIMUM DENSITY. BEENPREPARED,INPART,BASED ON/NFORMATION PROVIDED BY THE GENERAL G CONTRACTOR.UNDERGROUND PIPING/SASSUMED TO RUNSTRAIGHTBETWEEN N� BO ca R55-06,WIR1 BITUMINOUS 4. SIDEWALK SHALL BE AT LEAST 6"THICK IN DRIVEWAYS. 4' a PRECASE CONCRETE COATING. NOTES: SURFACESTRUCTURESANDATA CONSTANTGRADE.THOSERELYING ON THIS RECORD MI MONUMENT 1.ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED WITH TEMPORARY 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED BY DOCUMENTAREADVISED TOOBTA/N/NDEPENDENTVER/FICATIONOFITSACCURACY. O 5.LEGEND ON COVER SHALL BE 6"SO (CLASS 4000) 1/8°RAISED INTERGRALLY CAST ASPHALT AT THE END OF EACH WORK DAY,UNLESS PERMISSION IS GRANTED TO DO OTHERWISE WATERPROOF PAPER OR PLASTIC SHEETING IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER.CURING FACE WI 1"HIGH 16"A MIN BY THE CITY ENGINEER. TIME SHALL BE FOR A MINIMUM OF 72 HOURS. RECORD DRAWINGS FACE WIDTH OF 3/16". 2. COMPACTED SUBGRADE MATERIAL SHALL BE PER SHALL BE OMPAT(3). 95 MINUS CRUSHED SURFACING 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER HAVING A 1 4 RADIUS. SECTION OR APPROVED NATIVE MATERIAL. SUBGRADE SHALL BE COMPATED TO 959>MAXIMUM DENSITY. /" DRAWN BY: KMA 3. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN 2 WEEKS OF 7. SIDEWALKS ARE TYPICALLY 5'WIDE,WIDER SIDEWALK MAY BE REQUIRED BY THE CITY. PROJECT FILE No.PWD 3608 CHECKED BY: TPA COMPLETION OF WORK WITHIN THE ROADWAY AREA. DATE: 5.21-24 „„E ,M„„-, „„� AS-BUILT DRAWING APPROVAL gy Op 08PART'MPN1'of PUBuO NO1D6 STANDARD DETAIL GlTY O� DSPART'I�Mf OF PUBLIC y0R83 STANDARD DETAIL O4Ty Off, DSPARTIeNT of PUBLIC NOR54 STANDARD DETAIL JURISDICTION:CITY OF ARLINGTON WE omipN STANDARD DETAILS NUMBER -� � STANDARD DETAILS NUMBER orrn STANDARD DETAILS NUMBER , ACKNOWLEDGMENT iHls AS PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A JOB NUMBER: 24-0041C SURVEY MONUMENT R-130 v� o ROADWAY PAVEMENT PATCH R-140 '+� o CEMENT CONCRETE SIDEWALK R-170 , RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND <IN6'� LYNG2 <IN6'� ® SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. DT-01 City Engineer,Ctty 0/AWmgt00 10 OF 16 SAFETY IS IN YOUR HANDS. DATE._ __ v EVERY DIG.EVERY TIME. SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON 4 e ABa Q Duo 2 - 1 B (OINSTALGET PAD,24EMENT) �O A�OF WASyj Qa 1/2-R 5.5' Q - - (ORINSTALL IN PAVEMENT) �qP P T�r>- 2% 1"R CAST IRON YANG 8 LOCKING NN'N0.M 'OLYMPIC FOUNDRY PA q> COM1 W7 DROR 31Z NOTES: QUALFRAME AND GRATE(OR SOLID COVER), _  STORMSEE APPLICABLE STANDARD DETAILS 1. CONCRETE INLET TO BE CONSTRUCTED INACCORDANCE WITH ASTM C478&C890 12' a d- d - UNLESS OTHERWISE SHOWN ON THE PLANS A A ENGINEERS STAMP daOR NOTED IN THE STANDARDSPECIFICATIONS.ALL CONCRETE SHALL BE D/W CUT 6 CLASS 4000. - - *SIZE AS NOTED ON -a 2. REINFORCING SHALL BE EQUIVALENT TO PLANS WELDED WIRE FABRIC(WWF)HAVING A - - MINIMUM AREA OF 0.12 SQUARE INCH PER - FOOT.WWF SHALL COMPLY TO ASTM A497.  - PLAN WWF SHALL NOT BE PLACED IN KNOCKOUTS. - _ - _ ono ono _ 2"X4"%8"SOLID BRICK USED FOR FINAL CAST IRON RINGBLOCKING 1 ADJUSTMENT TO GRADE,6"HIGH MAX. 3. THE BOTTOM OF THE PRE-CAST BASE - = CONCRETE PAD, SEE NOTE 9 SECTION MAY BE ROUNDED. - - 24•Tk, GOVER'OLYMHCOD7 D/T Y Yo (Ofl INSTALL COMPANM N0.M10W DR OR 18" 4. PRE-CAST SHALL FURNISHED = �I. Q IN PAVEMENT) EQUAL 0 z•, WITH OR CUTOUTS OR KNOCKOUTS.KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2"MIN. TYPICAL SECTION ALL PIPE SHALL BE INSTALLED IN FACTORY - \ PROVIDED KNOCKOUTS UNUSED KNOCKOUTS 4 2'-0" B 2 NEED NOT BE GROUTED IF WALL IS LEFT � T SECTION B-B l 1 INTACT. BOTT 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL MIK. AXAPIIOMERN 113�14' a_ Tle - PLAN • • 17MIN. RISERBMAx. 27 TO PIPE OUTSIDE DIAMETER PLUS CATCH O BASIN WALL THICKNESS.KNOCKOUTS MAY ED 8E ROUND OR"D"SHAPED AND MAY BE RISER SECTIONT• ON ALL 4 SIDES WITH MAXIMUM DIAMETER 3/4"NORMAL 8"PVC NOTES; �n OF 20 TO BAR SLEEVE MECHANICAL COMPRESSION DIEz0 TYPE PLUG WITH UP - 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 6. THE MAXIMUM DEPTH FROM THE FINISHED a 17' 7g, GRADE TO THE PIPE INVERT IS 5'-0". T flISEfl` 2. DUMMY JOINTS SHALL BE PLACED 15 FEET ON CENTERS.DUMMY JOINTS SHALL BE 1/2'x 1-1/2". 1/2"NORMAL PLUG UNLESS uVi +ANAL 7. THE TAPER ON THE SIDES OF THE 1/8" IYF TO BAR OTHERWISE NOTED 3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS,INLETS AND AT POINTS OF TANGENCY ON N ITR� PRE-CAST BASE SECTION AND RISER 2 1-3 4 WYE' STREETS,ALLEY AND DRIVEWAY RETURNS.MAXIMUM SPACING SHALL BE 30 FT.PRE-MOLDED JOINT SECTION SHALL NOT EXCEED 1/2"PER 'I 2 45°BEND` FILLER SHALL BE 1/2"WIDE AND CONFORM TO AASHTO DESIGN M213. FOOT. 3 4. ALL JOINTS SHALL BE CLEAN AND EDGED. 8. FRAME AND GRATE SHALL BE IN SECTION A-A - ACCORDANCE WITH WSOOT/APWA G 5. CONCRETE SHALL BE CEMENT CONCRETE,CLASS 3000. SPECIFICATIONS.MATING SURFACES SHALL NOTS: BE FINISHED TO ASSURE NON-ROCKING FIT 6. STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS.WOOD FORMS MAY BE USED ON CURVED WITH ANY COVER POSITION. ELEVATION SECTIONS. iD FOUNDRY NAME.THIS SIDE TO CURB W/ARROW AND(DI) ®LOCKING GRATE CASTED HOLES SHALL BE E FOR DUCTILE IRON SHALL BE EMBOSSED ON TOP OF CASTED TO ALLOW FOR TWO 5/8"DIA 9. FRAME AND GRATE MAY BE INSTALLED WITH GRATE WITH 1/16"RECESSED LETTERS. STAINLESS STEEL SOCKET HEAD CAP SCREWS 7. FINISH SHALL BE LIGHT BROOM FINISH. FLANGE DOWN OR CAST INTO RISER. SO THAT NO PART OF HEAD PROTRUDES B. THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND AND COVERED BY 10.EDGE OF RISER OR BRICK SHALL NOT BE O SEATING OF GRATE SHALL BE ACCOMPLISHED BY ONE OF ABOVE TOP OF CASTING. STORM SEWER CLEAN OUT WATERPROOF PAPER OR PLASTIC MEMBRANE IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. MORE THAN 2"FROM VERTICAL EDGE OF THE FOLLOWING:A.8 INTEGRALLY CAST PADS CURING TIME SHALL BE A MINIMUM OF 72 HOURS. CATCH BASIN WALL (1-1/2"x3/4"x1/8").B.MACHINE BOTTOM SURFACE QS GRATE TO BE USED WITH FRAME SHOWN IN N NOT TO SCALE OUTSIDE A 17"DIA. STANDARD DETAIL SD-090. C W N 9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN OF 2"OF CRUSHED SURFACING TOP COURSE. a 3O MATERIAL USED SHALL BE DUCTILE IRON PER ASTM-A536, O)N m 10.DUMMY JOINT 1/2"x 1 1/2"BETWEEN TYPE 1 CURB AND GUTTER AND THE SIDEWALK. PRE-CAST BASE SECTION GRADE 80-55-06.ALL CASTINGS SHALL HAVE A C > (MEASUREMENT AT THE TOP OF THE BASE) BITUMINOUS COATING. W =j INVERTED-U RAC KB INSTALLED > PERPENDICULAR TO WALL O`.Ty OA ovt DHPARTYHNT OA PUBLIC AORAS SiAN0AR0 DETAIL GL•Iy OJ, awE DSPARTYHNT OF E_AORHH STANDARD DETAIL Ol'Ty O,• drrt DHPARTYSNT OP PUBLIC AORx.R STANDARD DETAIL Z3 p Mrd,M P,n�]nM STANDARD DETAILS NUMBER M Nn�A STANDARD DETAIL NUMBER YORE ErmrA�a STANDARD DETAIL NUMBER 0.6,(z nI FROM RACKTO WAIL m Y rt n NA A Bn Mr sn AM • • m sLw snc • • wr sr sssc OR OBSTRUCTION,OR 12m(4 n) 'O v q CEMENT CONCRETE CURB AND R-ISO v q SD-�`Z� v q HE MSTREET CURB FACE co d W<IYGT� GUTTER TYPE 1 $<tY6T0 CATCH BASIN TYPE I �<ING'Lo STANDARD GRATE CATCH BASIN INLET SD-060 -O ___ __ O U) SITE SPECIFIC DATA NOTES. F----- -----i Stmdure ID ID j�,(j � ,,•� Ti Flow Rat1-)I�Ts) 0103 ds + uwx III r+PAcr o0 of e g Peak flow Ra[e(ctsl 1.3 Ns srnucTuaE esG MA%T Rim Elevation -432.9-f- 131.31 Arnss1u�MN EATERraaLE.Buow w I- i Pipe Pipe Pip. Invert IEPPI•as N Pip.Data Location Size Type Elevation DPEP urERx EARTH PREssuRE Frlw ounet xxx 8" PVC fiP9:BP- 129.76 E.No LATE ro aERXIH EE aF;E - EN ^Vf Inlet xxx N/A N/A N/A n No urE,w suRCHARGE EROM AD.MCENr a eMIDATa.wins.PIERS.aR Notes: PWxWTKMs. I••I R. ls'Q�r4CR ETE�n4�MOMMRMSSNE STRENGTH __ 0.6xl W(2A6 fl)PER BIKE LI PERFORMANCE SPECIFICATONS } ATm 11 s 111 REeAB.AsrMAa+son BIKE RACK DETAIL O A Treatment Flow Capaciiiea' s cEMENr-AsrMu+so sPECIFwAnox NJDEP 80%Removal,75 micron 0.054 cFs 6. AEWIREOIuoWABIESGIIBEARIxGPREssuur WA E000 GUILD-Ba PAVSPtiarus 0,030 Ch - Np PSE NOT TO SCALE'Conucl pecanle ra anemaove.•e COM MoRINSGRISRFACE IS PROvo=_o r P_EoAND LEVEL PER PR_ OPTIONAL INLET PIPE LOCATION.OR 9PECIFICATpNs). ALTERNATE OUTLET PIPE.TYP IS PLACES) 5-0 6. REPEPENCE STAWAPO. _ A.AsiMCB9R 5 4' 4'-4' 4' c. t s94a 1OT(3,3 fl) 4. OPTIONAL INLET PIPE LOGTION,OR r TYP lYPF OUTLET LOCATION ALTERNATEOURETPIPCAM(6 PLACES) ouM1ETR«Es wlu eE PAcrDnr coaEo cnsr •\ t7 RCS MAX. PER PL.wvcusroMER REouIREMErvrs-1 4WI 11.890 in) V E LEE--BE oxexGEo OF STEDEL DIAMETER a 6. MAwMCARMI WEIGRTICOMBINEERI=MDOr f7 GRTRIDGE eADCESSCOVER)=180. N ry A' oE, mNrecr«-lss �RMWA R. srRu�ttu�ouExsloxswnroio rvlcHre.a�EnsE o P4 RAsrRirrwE �j -C TF SECURELY FASTENEDTO O y 1 I CONCRETE PAD OR OTHER E.I V. 1 I ♦ d APPROVED SURFACE 4. 7-8' Z.G. � E �I O TYPICAL INVERTED-U Prl Pq F7-1 4 \L 1 ( \G_ 8Q 579 0^ RACK DESIGN z c L NOT TO SCALE Q ---- ---- 4' W H OUTLET LOCATION 24'X 24'TRAFFIC PATER PLAN VIEW RECORD DRAWING DISCLAIMER z I•� P4 I7pOPMA%_ PLAN VIEW ACCESS GRATE OR COVER(TYP2) COVER NOT seowN FOR CLARITY THESE PLANS ARE RECORD DRA WINGS AND THE INFORMA TION SHOWN ACCURA TEL Y O s 12.Pe.RfineAn REFLECTS EXISTING FIELD CONDITIONS AS OFXXXX-XK THIS RECORD DRAWING HAS F s CARTRIDGE 6'612'OPTIONAL RISER BEENPREPARED,INPART,BASED ON/NFORMATION PROVIDED BY THE GENERAL _ 4' (18-MAXIMUM STACK HEIGHT) CONTRACTOR.UNDERGROUND PIPING ISASSUMEDTORUNSTRAIGHTBETWEEN 14Es� -PRELIMINARY- SURFACESTRUCTURESANDATA CONSTANTGRADE.THOSERELYING ON THIS RECORD MI € r9cP MAX. NOT FOR CONSTRUCTION DOCUMENTAREADVISED TO OBTA/N/NDEPENDEAT VERIFICATION OFITSACCURACY. OUTLET PIPEMIN RECORD DRAWINGS _ 11.83' ." ° oIAQaIM I111hastructur DRAWN BY: KMA •. - PROJECT FILE No.PWD 3608 I CHECKED BY: TPA AS-BUILT DRAWING APPROVAL DATE: 5.21-24 PenFaNrc asN calm Basn JURISDICTION:CITY OF ARLINGTON 12"Camiaye , ACKNOWLEDGMENT 'e - - - 5' a THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A JOB NUMBER: 24-0041C • ��_' VENTED H000 • - ' e t - SLAB n.M RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND , DECK• A WEIR ASSEMetr ® SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE CH1REr DT-02 LEFT END VIEW ASSEMBLY ELEVATION VIEW EMBL RESPONSIBILITY FOR THE ACCURACY HEREIN. SSTAN DDECK (OPTIONAL WITH W OR 12'RISER) (OPTIONAL WITH 6"OR 12"RISER) S�ciLm DraMng 1«+ BY.- - - ------ CB-25102 _ City Engineer,City of Adingtan 11 OF 16 SAFETY IS IN YOUR HANDS. DATE_ EVERY DIG.EVERY TIME. SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON N 9 P' AB w^sui'�iO�r� \ \ 35MH RIM=129.62 � \ \ \ IE e•PVC(WI=12185 \ IE 3'FVCINE)=121 95 \ ydy ssszi „4�, S IE 6'FVCISEI=121.95 \\ \\ _ APPRpXIMAiECENTERLINE ��E,L RFG�TF'A�GtT IE3'FVC(SM-12195 \ - 00875500099900 LOCATION OFEXISRNG GAS LINE TONAL 25 \ \ REFERENCED IN THE RIGHT OF WAYCONiRACTRECORUEO �1 20'REAR BSBL UNDERQFi1491i52 '\ -- -- -- __ - _____ � _ ___ - ENGINEER'S STAMP -- �{ - -------- -- TM ssItEPEN PACE :41 ---- 0n AROPEarvRiNe of W \ \ N 10' 1 0 20' 40' NI \ !OPEN O I F 1 ISTORMWATER I \ TRACT 997 LOT 6 3 � 10 I0'raon-RSRURt 2 I 3 I 4 10 s �Ms FFE=131.50 A FFE=132,00 FFE 13250 I FFE=132,50 PLAT OF LEGEND w � I SSMH 1 I JENSEN FARM SYMBOLS DESCRIPTION \ I BT + a1 ssa °`�303 DIVISION 3 0 \\ ao \ 35 LF 8'PVC S 0 0303 A.F.#9904155006 LOT 8 STORM MAIN PIPE STA 10+58,40,7.12 LT I w 81,x8 45°WYE SEWER MAIN PIPE c/) pyx Q q, -. f_§slOE sseL PLAT OF WATER SERVICE PIPE w �� A I1o'ROE + I 8 SSMH2 JENSEN FARM DRAINPIPE o STA10+93A86.364T i VISIONS ASPHALT PAVEMENT A STA 10+93.68 5.51 LT A.F.D#19904155006 2 GRIND AND OVERLAY C o .�� ONCRETE PAVEMENT TILDY 11 99 INFILTRATION GALLERY DRIVER ACCESS/U "NO PARKING'SIGN UNLESS o TRACT 999 "' 1 OTHERWISE NOTED IFLOT 27 �a"Q�fi 8x6 45°WYE� PLAT OF V A��, :' i�� (D JENSEN FARM �< � s��x, � OPENSPACEi 1 c w DIVISION 3 LOT 26 ry�Q,� \ 'ToRMwnr9R oT rn 4 TRACT 998 a a A.F.#9904155006 " , � � w � PLAT OF � s ,I � ' LOT 7 JENSEN FARM raunNne4sEMENrvmPai � O o E DIVISIONS \ C7 d A.F.#9904155006 saLFa^Pvcs=o.om2 S \ PLAT OF EE \ snwcuruNE,vP JENSEN FARM SSMH RIM=131.37 ` DIVISION 3 Tn 7 \ GRIND AND OVERLAY,TYP E6 wcc�=1 9 ✓ \. A.F.#9904155006 IE B"PVC(NEI=123.�1EE T WCS)-=29,99 CONNECT TO EXISTING MANHOLE i LOT 25 p '` 04 � \ \ H�y PLAT OF JENSEN FARM / LOT 9 DIVISION 3 � .-\ /�. A.F.#9904155006 \ \ .\ \ PLAT OF W ` \ JENSEN FARM DIVISION3 A.F.#9904155006 / LOT24 , LOT ` \ P4 s "„�\ A 0 PLAT OF PLAT OF �I JENSEN FARM / JENSEN FARM \ \ \ SSMHRIM=133.24 1� / \ DIVISION 3 X DIVISION 3 \ Ea FVCwWR=123.1 \ I�1 Z / \ IE e'WC(SEI=123.41 O A.F.#9904155006 i A.F.#9904155006pq E z RECORD DRAWING DISCLAIMER z I� P4 THESEPLANSARERECORD DRAWINGSAND THEINFORMATION SHOWNACCURATELY 0 REFLECTS EXISTING FIELD CONDITIONS AS OFXX)X-XK THIS RECORD DRAWING HAS 9 SEWER SIDE SERVICE TABLE(NOTAS-BUILTI BEEN PREPARED,IN PART,BASEDONINFORMATION PROVIDED BY THE GENERAL ca CONTRACTOR.UNDERGROUND P/PING ISASSUMEDTORUNSTRAIGHTBETWEEN SURFACESTRUCTURESANDATACONSTANTGRADE..THOSERELYING ON7HIS RECORD �1 E LOT/SSCO DIST TO SERVICE(FROM SERVICE LENGTH IE AT MAIN(Fn PAD/RIM STUB ELEVATION DEPTH(FT) SLOPE LT(7CUMENTAREADVISED TO OBTA/N/NDEPENDENT VERIFlCATION OFITSACCURACY. 0 NO. DOWNSTREAM MANHOLE) (LIL ELEVATION(FT) (FT) (� LDT.1 56.00 29.W 129.55 131.50 125.50 6.00 6.7% RECORD DRAWINGS DRAWN BY: KMA LOT-2 0.w ISM MIN 13 w 126.50 6.00 IM PROJECT FILE NO.PWD 3608 CHECKED BY: TPA ' LOT-3 2290 11.00 124.17 132.50 126.50 6.00 21.2% DATE: 5.21-24 AS-BUILT DRAWING APPROVAL LOT4 0.00 11.00 1N.52 132.50 126.50 6.00 18.0% ACKNOWLEDGMENT JURISDICTION:CITY OF ARLINGTON THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A JOB NUMBER: 24-0041C RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND , SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE 6 SURVEY DISCLAIMER UTIL17YNOTE SS-01 RESPONSIBILITY FOR THE ACCURACY FULL AN. THE TOPOGRAPHIC SURVEY WAS PERFORMED BYPACIF/C COAST SURVEYS. THE CONTRACTOR SHALL VERIFY THE Br. _ _ ______ SOLID GROUND ENGINEERING ASSUMES NO LIABILITYAS TO THEACCURACY LOCATION OF ALL EXISTING UTILITIES PRIOR TO City Engrn-CTty of ALlfngta 12 OF 16 AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND BETWEEN ANY CONSTRUCTION.AGENCIES INVOLVED WHATIS SHOWN ON THEPLANS AND WHATISNOTED IN THE FIELD SHALL BE NOTIFIED WITHIN A REASONABLE SAFETY IS IN YOUR HANDS. DATE._ SHOULD BEBROUGHT/MMEDIATELY TO THEATTENTIONOFTHEENGINEER. TIME PRIOR TO THE START OF CONSTRUCTION. EVERY DIG.EVERY TIME. SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON SP• A �O oe vusu. oaa XAS70NAL 25 LL I I c a a 1 ¢ ao � ENGINEER'S STAMP zTw ��° �'obi o O co - - U 6 G PROPO 3ED STORM DRAIN',E SYSTEM C 15 Cg,O C Z o u > 64 LF g"�lC S=0.0102 � W Q Z3a 7 O o E a O U7 w EXI TING SSMH SSMH-1 SSMH-2 W ST 22+74.72,4.W LT RI =131.37 nmr 182.00 FBI r~ IE=123.09(SO)IN NE - (60 BUT STA 0+93.8''5.51'LT N ICI STA 10+58.40,7.12'LT RIM 132.53 W O RIM=132.02 IE=1 4.51 ISO)OUT W �y IE=123.84(8" IN E [�^W. IE=123.74(8" OUTS L.I W z;g DRIVE A W H:1=20' v:1=r W 9+50 10+00 10+50 11+00 11150 12+00 V 8 a o .94 .94 z z 0 o o W z RECORD DRAWING DISCLAIMER z I� M THESEPLANSARERECORDDRAW/NGSANDTHE/NFORMATIONSHOWNACCURATELY O REFLECTS EXISTING FIELD CONDITIONS AS OFXX)X-X)(THIS RECORD DRAHMG HAS F c BEEN PREPARED,IN PART,BASED ON/NFORMATION PROVIDED BY THE GENERAL CONTRACTOR.UNDERGROUND P/P/NG/SASSUMEDTORUNSTRAIGHTBETWEENul SURFA CE STRUCTURES AND A TA CONSTANT GRADE.THOSE RELYING ON THIS RECORD 04 R DOCUMENTARE AD VISED TO OBTAIN INDEPENDENT VERIFICATION OF/I$ACCURACY. 0 RECORD DRAWINGS DRAWN BY: KMA PROJECT FILE No.PWD 3608 CHECKED BY: TPA AS-BUILT DRAWING APPROVAL DATE: 5.21-24 ACKNOWLEDGMENT JURISDICTION:CITY OF ARLINGTON THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A JOB NUMBER: 24-0041C RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SURVEY DISCLAIMER UTIL17YNOTE , SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE SS-02 RESPONSIBILITY FOR THE ACCURACY THEREIN. THE TOPOGRAPHIC SURVEY WAS PERFORMED BYPACIF/C COASTSURVEYS. THE CONTRACTOR SHALL VERIFY THE er. _ SOLID GROUND ENG/NEER/NGASSUMES NO LIABILITYAS TO THEACCURACY LOCATION OF ALL EXISTING UTILITIES PRIOR TO ary Eng;nee.,city of AHrngta 13 OF 16 AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND BETWEEN ANY CONSTRUCTION.AGENCIES INVOLVED WHATIS SHOWN ON THEPLANS AND WHATISNOTED IN THE FIELD SHALL BE NOTIFIED WITHIN A REASONABLE SAFETY IS IN YOUR HANDS. DATE. SHOULD BEBROUGHT/MMEDIATELY TO THEATTENTIDNOFTHEENGINEER. TIME PRIOR TO THE START OF CONSTRUCTION. EVERY DIG.EVERY TIME. SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON SY• A �O oe vusu. oaa NCO" 3/4"DR LIFT HOLE 1.MANHOLES BE CONSTRUCTED ACCORDANCE WITH ]. DEPTHS OVER MANHOLE BASE SLAB DESIGN 1/2"THICK WEBS AASHTO M-199(AGRA C 478)UNLESS SHALL BY OTHERWISE SHOWN SHALL BE DESIGNED BY A STRUCTURIL ENGINEER. LOCKING HOLE(NP)3 PLACES ON PLAINS OR NOTED IN STANDARD SPECIFICATIONS, 8 PLACES 55sEi 8.ALL INTERIOR AND EXTERIOR JOINTS TO BE GROUTED 3/8"HIGH CLEATS AND �O R 2.ALL REINFORCED CAST IN PLACE CONCRETE SHALL BE (SEE GROUT M AND CATONSH GROUT TO BE 1/IM LETTERS Z �F6 AD L Gt CLASS SHELF S NON-REINFORCED CONCRETE IN CHANNEL THIGH MINIMUM INSPECTED 3"EACH SIDE OF JOINT MINIMUM. _ `rfOA'AL Zy AND SHELF SHALL BE CLASS 3000.ALL PRECAST THEY MUST BE INSPECTED PRIOR TO BACKFlLL. 3•RAISED LETTERS - ry< " CONCRETE SHALL BE CLASS 4000. Q� V - 8 2Oi 9.CORE DRILLING ONLY,HAMMERING KNOCKOUTS WILL 3.PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS. NOT BE ALLOWED.KOR-N-SEAL FACTORY INSTALLED 2-5/i6"NP i 4.ALL BASE REINFORCING STEEL SHALL HAVE A MINIMUM BOOTS ARE ALLOWED. A �o u o 0 0- o�o� A w ENGINEERS STAMP YIELD STRENGTH OF 60,000 PSI AND BE PLACED IN THE 10.MANHOLES 5'-7'DEEP MUST BE FLAT TOPS. O�O O= 6•GASKEFED - UPPER HALF OF THE BASE WITH 1"MINIMUM CLEARANCE. CAP I CAST IRON LOCKING RR pl lr RING AND COVER S.CUTOUT HOLE SIZE IS U`� ONE SIZE LARGER p EQUAL TO PIPE OUTER 14°-1 e• 3/4"RIBS ��A O oho O THAN PIPE DIA.DIAMETER PLUS 6 PLACES �O Ge�O°O�Ju O°Oe� LABELED"SEWER" MANHOLE WALL RING AND COVER 1/2" CLfS$4000 w THICKNESS.MAXIMUM z SEE SS OW CONCRETE 30"SQ PAVED PIPE SIZE IS 12°FOR _ o�o�o o�o�o SURFACE 4''MArvHOLE,24'FOR >-ADJUSIMENT SECTION 0 O O 12"� SIDEWALK FINISH GRADE M°ry CAM"oST INCE _ oho- 3. UNPAVED AREAS BETWEEN LA Z4' '•(MEASURED ON THE Z INSIDE OF THE ' MANHOLE). MECHANICAL END PRECAST CONE MAIN 010.X 6"TEE - PLAN OF PIPE PLUG. T (ECCENTRIC UNLESS WITH FLG. (SEE NOTE 1)6.MANHOLE SIZE �� OTHERWISE SPECIFIED) CHERNE TYPE DEPENDS ON SIZES. LOCATON AND POLYPROPYLENE GROUT NUMBERS OF HOLES 2J-3/4" Tn STEPS PER SS-O50 z FOR PIPES.MANHOLE w 6"510E SEWER STUB DESIGN AND SIZE OR 54" 5/8" 26-1/2" WYE MIN 1$SLOPE SHALL BE APPROVED - (SEE NOTE 2) D DEDED D 0 AND WARRANTED E SEE NOTE 6 1/B" 26-1/4" f - - GO THE MANHOLE SUPPLIER. PRECAST RISER 23-3/4" - W SECTONS 6"TEST TEE WITH PLUG R" (REQUIRED IF THE SEWER MAIN a PAVED AREAS 4" IS EXISTING SEE NOTE 5) APPROVED WATER U I�.II TIGHT PLUG IUD S `SEWER MAIN A%.HOLE SIZE IS t2 w � GROUT SEE SS-040 FOR 48°MANHOLE 24° = WO FOR A&6 ABOVE) SLOPE=1/2"/FT(TTPJ 1]/8" NOTES 5 U 2 5 24" 5" 20"CONFSRTOCHCEHACNOWNNOO THESHE DA.P PE �� W PIPE NS DE REINFORC NG STEEL(FOR PRECAST efT 12"CAST IRON LOCKING RING AND COVER DIA. BASE WITH INTEGRAL RISER)..IS SO SECTION A-A IN/FT IN EACH DIRECTION FOR 48" OLYMPIC M1025 OR APPROVED EQUAL NO , MORTAR FILLET DIA.0.19 SO IN/FT IN EACH DIRECTION FOR 54"CIA. PRECAST&SE WITH INTEGRAL RISER NOTES. 1. AT THE CONNECTION TO THE SEWER MAIN AMAIN DIA.X 6"TEE IS REQUIRED FOR NEW SEWER MAINS "•° z CRUSHED SURFACING BASE COURSE 1. MANHOLE RINGS SHALL BE GRAY IRON CONFORMING TO THE REQUIREMENTS OF AASHTO M 105,GRADE 30B. AND A ROMAC TAPPING TEE OR CORE GRILLED INSERT-A-TEE REQUIRED FOR AN EXISTING SEWER MAIN. 54'DIA-6" 6"MIN.DEPTH COMPACTED TO MIN. NOTESi 2. INV PRESSURE TREATED MARKER POST SHALL BE PAINTED WHITE W0H BLACK LETTERS•SEWER LOT 54"DIA.-e° 6" 95%OF STANDARD OENSTIY 2. MANHOLE COVER TO BE DUCTILE IRON CONFORMING TO ASTM A536,GR 80-55-06 OLYMPIC FOUNDARY PART INVERT DEPTH". N0.MH30 OR APPROVED EQUAL. 1. CLEAN-OUT PIPE AND FITTINGS SHALL BE THE SAME MATERkL AS THE SEWER MAIN.PLACE BASE 3. LOCKING COVER TO BE USED IN ALL LOCATIONS.THE LID SHALL BE LOCKED DOWN WITH 3-5/3"S.S 2. A SANITARY TEL,SWEEP,OR STRAIGHT TEE IS NOT ACCEPTABLE. 3. 12 GAUGE WIRE SHALL BE CONNECTED TO PIPE AT INVERT AND WRAPPED AROUND MARKER POST.ECAST BASE SOCKET HEAD CAP SCREWS. Z O 4. DEFECTOR TAPE REQUIRED FROM SEWER MAIN TO MARKER POST. a NGOREINFOR SEPARATE BASE ONLY) 4. RING AND COVER SHALL BE TESTED FOR ACCURACY OF FIT AND SHALL BE MARKED IN SETS FOR DELIVERY. 3. SEWER STUB WILL BE EXTENDED 10'BEYOND PROPERN LINE AND 5'BEYOND UTILITY EASEMENTS TO C > PREVENT DAMAGE TO CLEAN-OUT AND MINIMIZE CONFLICTS WITH OTHER UTILITIES WHEN SERVICE TO Q? 0.23 SO IN/Fi IN EACH DIRECTION FOR 48"DR 5. TEST TEE SHALL BE INSTALLED AT THE SEWER MAIN WHEN A SIDE SEWER IS CONNECTED TO AN W > BUILDING IS ACCOMPLISHED. EXISTING SEWER MAIN. 0.30 SO Irv/Fi IN EACH DIRECTION FOR Sa"pw 5. ALL CASTINGS TO HAVE A BITUMINOUS COATING. "a G1Ty O� ovrt DKPAATMRNT OF PUBLIC WORKS STANDARD DETAIL GL'Ty 0,, 01^E DRPARI'dt61VT OF PUBLIC MORNS STANDARD DETAIL G1Ty O", 01^' Oxearsi'eTxN'L'OF euxuc nOxes STANDARD DETAIL 46"Pi; 01^' nxeaxrMKNF OF eUm.Tc nOxTLS STANDARD DETAIL Z3N�n� STANDARD DETAIL NUNBER �nV+"M STANDARD DETAIL NUMBER MM Mrovx'e STANDARD DETAIL NUMBER MM "mro>a STANDARD DETAIL NUMBER EMANHOLE TYPE I SS-010 Mq®o; MANHOLE COVER SS-03O y� o; SEWER CLEANOUT SS-080 SIDE SEWER STUB SS-090 ._tfNG'L Q (n CITY OF ARLINGTON SEWER SYSTEM CONSTRUCT/ON NOTES W a 1, ALL WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS,AND CURRENT EDITION OF THE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS,ANY CHANGES TO THE DESIGN REQUIRES CITY APPROVAL. 2, ALL MATERIALS SHALL CONFORM TO THE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS AND THE MATERIAL SUBMITTALS SHALL BE APPROVED BY THE CITY BEFORE SCHEDULING �z� THE PRECONSTRUCTION CONFERENCE AND BEFORE THE MATERIALS ARE DELIVERED TO THE JOB SITE.ONCE THE MATERIALS ARE DELIVERED TO THE JOB SITE THE INSPECTOR WILL DETERMINE IF THE MATERIALS WERE MANUFACTURED TO MEET THE REQUIREMENTS OF THE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS BEFORE THE MATERIALS CAN BE INSTALLED. r, 3, ALL SEWER MAINS AND SIDE SEWER STUBS SHALL BE FIELD STAKED FOR GRADES AND ALIGNMENT BY A SURVEYOR PRIOR TO CONSTRUCTION.THE CONSTUCTION STAKES MUST SHOW F�7 TOP 3 THE STATION AND OFFSET TO THE ALIGNMENT. MIN COMPACTION 4, THE CITY OF ARLINGTON WASTEWATER DIVISION SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP OR CONNECTION TO AN EXISTING SANITARY SEWER MAIN, hF7"1 FBI ssz OR CONNECTION. W MAX DENSITY 5, GRAVITY SEWERSLINCLUDING SIDE SEWERS,WITH 5 TO144 FEET OF COVER SHALL BE PVC ASTM D 3034 SDR 35.GRAVITY SEWER MAINS WITH LESS THAN 5 FEET OR GREATER THAN 14 FEET q OF COVER SHALL BE DUCTILE IRON PIPE CLASS 52,OR C-900 PVC.IF DUCTILE IRON PIPE IS USED FOR SEWER,THE PIPE INTERIOR SHALL BE EPDXY COATED(NOT CEMENT-LINED). BACKFILL 6, PRE-CAST MANHOLES SHALL MEETTHE REQUIREMENTS OFASTM C-478 JOINTSSHALLBE RUBBER GASKETEDAND GROUTED BOTH INSIDE AND OUTSIDE OFTHE MANHOLE PERCITYOF Vf� ARLINGTON STANDARDS AND SPECIFICATIONS.ALL LIFT HOLES CUT THROUGH THE WALLS OF THE MANHOLE SHALL BE GROUTED FROM THE INSIDE AND OUTSIDE OF THE MANHOLE TO BE MIN COMPACTION WATERTIGHT ADDITIONAL WATERPROOFING MAYBE REQUIRED, 90%MAx DENSITY 7. SIDE SEWER SERVICES SHALL BE PVCASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED JOINTS.SIDE SEWER CONNECTIONS SHALL BE MADE BY A TAP TO AN EXISTING MAINORATEEFROM A NEW MAIN 8, CONNECTED ABOVE THE SPRING LINE OF THE PIPE.WYES ARE NOT ALLOWED ON LINES 8"OR LARGER.SIDE SEWERS CAN NOT BE INSTALLED UNDER DRIVEWAYS UNLESS APPROVED BY THE CITY INSPECTOR, 9, ALL SEWER PIPE SHALL BE INSTALLED WITH A CONTINUOUS TRACER TAPE 24"-48"UNDER THE PROPOSED FINISHED SUBGRADE,OR AS DIRECTED BY THE CITY INSPECTOR.THE MARKER SHALL BE PLASTIC,NON-BIODEGRADABLE,METAL CORE,AND DETECTABLE,WITH BACKING MARKED"SEWER" U MIN 10,SIDE SEWERS SHALL BE INSTALLED BY THE DEVELOPER AND COORDINATED FOR CLEARANCE WITH POWER,GAS,TELEPHONE,CABLE,AND OTHER UTILITIES.SIDE SEWERS SHALL BE A Fa MINIMUM OF 10 FEET BEYOND PROPERTY LINES AND 5'BEYOND ANY EASEMENT, 11.THE SEWER PIPE SHALL BE INSTALLED STARTING FROM DOWNSTREAM OF THE POINT OF CONNECTION ON THE EXISTING SEWER OR FROM A DESIGNATED STARTING POINT,THE SEWER PIPE ZONE MIN COMPACTION PIPE SHALL BE INSTALLED WITH THE BELL END UPSTREAM. 90%MAx DENSITY 12.ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED BY OSHA AND WISHA. 13,TO PREVENT WATER OR DEBRIS FROM DISCHARGING INTO THE CITY'S EXISTING SEWER SYSTEM,THE CONTRACTOR SHALL I INSTALL A PLUG IN THE CONNECTION MANHOLE OR AS DIRECTED BY THE CITY INSPECTOR,THE PLUG SHALL NOT BE REMOVED UNTIL THE SEWER IS ACCEPTED BY THE CITY, 0 6" 14.ALL SEWER LINES SHALL MAINTAIN A MINIMUM OF IO FEET HORIZONTAL CLEARANCE AND A MINIMUM OF 18 INCHES VERTICAL CLEARANCE FROM WATER LINES,SEESTANDARDSAND A MIN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND ALTERNATIVES. U a BEDDING 15,PIPE BEDDING SHALL BE IN ACCORDANCE WITH THE CITY OF ARLINGTON STANDARD AND WSDOT STANDARD SPECIFICATIONS.3/8-INCH MINUS MANUFACTURED CLEAN PEA GRAVEL IS THE FF�j IF FOUNDATION MATERIAL I I MIN COMPACTION THEE FOUNNDATIION MATERIALS AS WE BEDDING MATERIAL.ALL LL AS PLACE SHALL EMENT NTE LAI DAOND COMPACTION OF REQUIRED BEDDING MAN A PROPERLY PREPARED FOUNDATION.TH TERIAL TO UNIFORM GRADE SO THAT THE ALL INCLUDE NECESSARY LEVELING OENTIRE F THE TLENGTH OF HHE PRENCH BOTTOM OI E WILL BR THE E OF F� O AS REQUIRED I I 90%MAx DENSITY SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. H Ei + IL--_---�I� 16,THE CONTRACTOR SHALL COMPACT TRENCH BACKFILL WITHIN THE CITY RIGHT-OF-WAY TO AT LEAST 90%MAXIMUM DRY DENSITY FROM THE BOTTOM OF THE TRENCH TO A DEPTH OF 3' 0 0 BELOW THE SURFACE.THE TRENCH BACKFILL MUST BE COMPACTED TO AT LEAST 95%MAXIMUM DENSITY WITHIN T OF THE SURFACE.ASPHALT MUST BE COMPACTED TO MEET THE Z SCCIION REQUIREMENTS ON THE PLANS,ALL COMPACTION TESTS ARE AT THE DEVELOPER'S EXPENSE. W I„I-E RECORD DRAWING DISCLAIMER z I� 04 Nam[ THESE PLANS ARE RECORD DRAWINGSAND THEINFORMATION SHOWNACCURATELY 0 1.ALL BACKFILL MATERIAL SHALL BE PLACED IN 4.COMPACTION TESTS SHALL BE AS REQUIRED BY THE REFLECTS EXISTING FIELD CONDITIONS AS OFXXXX-XK THIS RECORD DRAWING HAS F c LIFTS NOT TO EXCEED 12 INCHES BEFORE CITY ENGINEER,BUT IN NO CASE LESS HAN 2 TESTS BEENPREPARED,INPART,BASED ONINFORMATION PROVIDED BY THE GENERAL COMPACTION UNLESS AUTHORIZED BY THE CITY EVERY 200 FEET OF TRENCH(ONE AT SUBGRADE AND CONTRACTOR.UNDERGROUND PIPING ISASSUMEDTORUNSTRAIGHTBETWEEN ca ENGINEER DUE To THE CHARACTER OF THE ONE AT 50%OF TRENCH DEPTH). SURFACESTRUCTURESANDATA CONSTANTGRADE.THOSERELYING ON THIS RECORD O 5.IN-PLACE DENSITY AND MOISTURE CONTENT WILL BE MATERIAL AND THE COMPACTING EQUIPMENT. DOCUMENTAREADVISED TOOBTA/N/NDEPENDENTVERIRCATIONOFITSACCURACY.2.MECHANICAL COMPACTION OF BACK FILL DETERMINED USING NUCLEAR METHOD,ASTM RECORD DRAWINGS MATERIAL SHALL NOT BEGIN UNTIL THE DEPTH 2922-71, 0 922-71 OF COMPACTED BACKFILL MATERIAL IS 2 FEET Fm$ ABOVE THE TOP OF PIPE, 6.LABORATORY MAXIMUM DRY DENSER AND OPTIMUM DRAWN BY: KMA MOISTURE CONTENT WILL D DETERMINED USING THE CHECKED BY: TPA D.EACH LIFT SHALL BE MECHANICALLY COMPACTED ASTMMODIHED PROCTOR METHOD IN ACCORDANCE WITH PROJECT FILE NO.PWD 3608 TO THE REQUIRED OFDENSITYBACKFILL PRIOR TO PLACING ASTM 0-155]. `yrn SUCCEEDING LIFTS OF BACKFILL MATERIAL. DATE: 5.21-24 J.BEDDING MATERIAL SHALL BE$§"MINUS. AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT JURISDICTION:CITY OF ARLINGTON G�Ty O+ ow: DKPARTYRNT DF PDBuc MaRKs STANDARD DETAIL ja THIS AS-BUILT PLAN SHEET MAS BEEN REVIEWED AND ACCEPTED AS AJOB NUMBER: 24-OD41C �n�A�. STANDARD DETAIL NUMBERRECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND�'e " TRENCH SECTION SS-12O SURVEYD/SCLA/MER UTILITYNOTE SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE SS-Us� LING't RESPONSIBILITY FOR THE ACCURACY THEREIN. a 3 THE TOPOGRAPHIC SURVEY WAS PERFORMED BYPACIF/C COASTSURVEYS. THE CONTRACTOR SHALL VERIFY THE Br. _ _ ______ SOLID GROUND ENGINEERING ASSUMES NO LIABILITYAS TO THEACCURACY LOCATION OF ALL BUSTING UTILITIES PRIOR TO ary Eng;nee.,city of AH;"gta 14 OF 16 AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND BETWEEN ANY CONSTRUCTION.AGENCIES INVOLVED WHATIS SHOWN ON THEPLANS AND WHATISNOTED IN THE FIELD SHALL BE NOTIFIED WITHIN A REASONABLE SAFETY IS IN YOUR HANDS. DATE._ SHOULD BEBROUGHTIMMEDMTELY TO THEATTENTIDNOFTHEENGINEER. TIME PRIOR TO THE START OF CONSTRUCTION. EVERY DIG.EVERY TIME. SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON N sY• A �O oe vusu. oaa CITY OF ARLINGTON WATER SYSTEM CONSTRUCTION NOTES @s``ONAL 20, 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS AND CURRENT EDITION OF THE CITY OF ARLINGTON 8/ STANDARDS AND SPECIFICATIONS.ANY CHANGES TO THE DESIGN REQUIRE CITY APPROVAL ENGINEER'S STAMP 2. ALL MATERIALS SHALL CONFORM TO THE CITY STANDARDS AND SPECIFICATIONS AND SHALL BE APPROVED BY THE CITY _ _ APPROXIMARFCENTERUNE PRIOR TO DEUVERY TO THE JOB SITE.MATERIAL SUBMITTALS ARE REQUIRED AND MUST BE APPROVED PRIOR TO - - 00875500099900 LOCARONOFEXIS➢NG GAS LINE SCHEDULING A PRE-CONSTRUCTION CON FRERNCE. REFERENCED IN rDERiGNrGE 3. WATER MAINS SHALL BE CEMENT-LINED DUCTILE IRON PIPE CLASS 52 UNLESS OTHERWISE APPROVED BY THE CITY. \ E]Icv \ za BEAR BSBL WAYRONRRAo9R5CGRDED 4. ALL SERVICE LOCATIONS SHALL BE FIELD APPROVED BY THE CITY PRIOR TO INSTALLATION. Ilk ICV -- -- -- --- 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE UNDERGROUND UTILITIES BY CALLING ONE-CALL UNDERGROUND E��° _ _ ——- 0 20' 40' UTILITY LOCATOR(1-800-424-5555)48 HOURS PRIOR TO CONSTRUCTION. 6. ADEQUATE TRENCH SHEETING ANDIOR SHORING SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED BY OSHA AND — FENCE caR a r WISHA . .-�\ --_ —_—�_--� ---- -- - OF --- 7. THE PIPE SHALL BE INSTALLED BY FOLLOWING THE FINISHED GRADE PROFILE WHEREVER POSSIBLE THE DEPTH OF fff\ - It"d COVER SHALL BE TYPICALLY 36 INCHES(3FEET)AND MAY BE UP TO 60 INCHES IS FEET)WITH THE APPROVAL OF THE CITY \\-L \ s�sioease. I7 I N aAoaERrvuNE I LEGEND ENGINEER WATER MAINS UNDER THE STATE(OR COUNTY)HIGHWAYS SHALL MEET THE MINIMUM COVER DEPTHS ----- --�= i hg L REQUIRED BY WSDOT(OR SNOHOMISH COUNTY). A F SYMBOLS DESCRIPTION OPEN SPACE, I 8. PIPE JOINT DEFLECTIONS SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURERS RECOMMENDED MAXIMUM 7� BTORMWATER I STORM MAIN PIPE DEFLECTIONS.BENDS MAY BE REQUIRED TO MAINTAIN PROPER WATER MAIN ALIGNMENT WITHIN EASEMENTS OR PUBLIC \ TRACT 997 ( LOT 6 Tn RIGHT-OF-WAY. \ SEWER MAIN PIPE ZO 9. WATER MAIN SHALL NOT BE PLACED UNDER SIDEWALK,CURBS,GUTTERS,OR ANY PERMANENT STRUCTURES WITHOUT 10'FRONTBSBUPUE j \ 2 I 3 I 4 ' PLAT OF WATER SERVICE PIPE ll THE PRIOR APPROVAL OF THE CITY ENGINEER. /� \ E> 10. NO CONNECTION TO THE CITY WATER SYSTEM IS ALLOWED UNTIL THE NEW CONSTRUCTION PASSES PRESSURE AND JENSEN FARM ----- DRAIN PIPE Lu o PURITY TESTS AND HAS BEEN APPROVED AND ACCEPTED BY THE CITY. P \ DVSON3 ASPHALT PAVEMENT 11. PRIOR TO MAKING CONNECTIONS TO THE EXISTING SYSTEM CONTRACTOR SHALL FIELD VERIFY THE LOCATION,DEPTH ° I 3/4-WATER \ % 2"GRIND AND OVERLAY AND MATERIAL OF EXISTING WATER MAINS AT THE POINT OF CONNECTION. �\ d \ SERVICE,TYP A.F.#9904155006 LOT ///\\\\\\�/ N CONCRETE PAVEMENT \ \.. 12. ALL WATER LINES SHALL BEAMINIMUM OF IO FEET HORIZONTAL CLEARANCE FROM SANITARY SEWERS.WHEN WATER 0 LINES CROSS SEWER LINES,THE MINIMUM VERTICAL CLEARANCE SHALL BE 18INCHES. ' \ z ``�a \ L5 SIDEBSBL PLAT OF INFILTRATION GALLERY 13. TO FILL THE MAIN FOR FLUSHING,PRESSURE AND PURITY TESTS,THE CONTRACTOR IS REQUIRED TO USE AN APPROVED V '�- I I I JENSEN FARM 'NO PARKING"SIGN UNLESS METER AND DCVA.THE HYDRANT SHALL REMAIN IN THE FULL OPEN POSITION TO PREVENT BACK-SIPHONAGE THROUGH I. j DIVISION OTHERWISE NOTED THE DRAIN HOLE.AFTER SUCCESSFUL TESTING,THE CONTRACTOR WILL TIE INTO THE EXISTING SYSTEM,USING o �\ — DISINFECTED SLEEVES AND SPOOL PIECES. A.F.#9904155006 14. THE CONTRACTOR SHALL CONTACT THE CITY FOR VALVE OPERATION,ONLY AUTHORIZED REPRESENTATIVES OF THE CITY \ CAN OPERATE VALVES IN THE CITY WATER SYSTEM. \ 47 R- np 15. THE CONTRACTOR IS HEREBY NOTIFIED THAT,SINCE FILLING AND FLUSHING WILL BE DONE THROUGH A -- CROSMONNECTION CONTROL DEVICE,LOW VELOCITY FLOWS MAY BE ENCOUNTERED,THEREFORE,EVERY ATTEMPT \ \, gIVE A ACCESSIUTILITY 1, SHALL BE MADE TO KEEP THE PIPE CLEAN DURING INSTALLATION.THIS MAY INCLUDE SWABBING THE PIPE WITH A — S ' ACT 999 CHLORINATED WATER. �✓ TR I 16. THE CONTRACTOR SHALL PERFORM TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL,DUST CONTROL,NOISE W N CONTROL,AND TRAFFIC CONTROL AS REQUIRED BY THE CITY OR OTHER APPLICABLE AGENCIES. 17. CUTTING AND PATCHING OF ROAD WAYS SHALL CONFORM TO THE REQUIREMENTS OF THE RIGHT-OF-WAY PERMIT OF THE \ ti��J;ts� - c: rn CITY OR OTHER APPLICABLE AGENCY. \ e / W Q 3 18. ALL IN-UNE PIPE JOINTS SHALL BE RESTRAINED WITH FIELD LOCK GASKETS. E 19. ALL FITTINGS SHALL BE RESTRAINED JOINTS AND HAVE THRUST BLOCKING. OPEN SPACE) LOT26 I Out STORMWATERo TRACT 998 .0 i PLAT OF \' ... a LOT 7 %0 JENSEN FARM V� i 10VRLIi EASEMENTPEFPl T DIVISION 3 V A v PLAT OF A.F.#9904155006 1 JENSEN FARM` \ SAWCUT NE,YP DIVISION 3 Z TAP EXISTING MAIN FOR NEW SERVICES.CONTRACTOR /T�\ GRIND AND OVERLAY,TYP \ TO ORDER LOCATES PRIOR TO EXCAVATION AND 1 'I' J / Y A.F.49904155006 i i) CONNECTION. y, TABLE IS cONONNECRON TYPE PIPE TYPE DIRECT TAP SADDLE 10 n PLASTICDI X X 6 TRP HOLE AD x LOT25 • N PIPE TO BE CL 52 OR GREATER M+ / \ \ D e"OR URGER � � T PLAT OF JENSEN FARM ' _ ` LOT 9 i DIVISION 3 \ A.F.#9904155006 \ \ \ PLAT OF ° =I' \\ \ \ JENSEN FARM p W m EXISTING FIRE S /\ SEE NOTE 10 8I w / / HYDRANT \\ s \1 \\ DIVISION 3 04 A.F.#9904155006 04 \ \ RT1 s LOT7 \\ \\ \\ \. ICI I`d h \ \ S z H \/ PLAT FA z, NOTES AND MATERIALS: J r / OF JENSEN FARM \\ �\ Q QI 1"CC SERVICE SADDLE W/DOUBLE STAINLESS STEEL STRAP OR DIRECT TAP CC THREAD COW SEE TABLE / DIVISION 3 \ y, 1.4 ABOVE' A.F.#9904155006 W Ia Q2 1"BALL VALVE CORPORATE STOP CC X COMPRESSION WITH KEY FACING UP,MUELLER OR FORD ONLY. / / \ \ S \ RECORD DRAWING DISCLAIMER z I� \ \ ` THESEPLANSARERECORDDRAWINGSAND THEINFORMATIONSHOWNACCURATELY LL Qj 1"POPE CTS CLASS 200 HIGH SERVICE PIPE(200 PSI RATING)WITH STAINLESS STEEL STIFFENER AND 0 10 GAUGE COATED COPPER TRACER WIRE WRAPPED AROUND THE PIPE AND ATTACHED ON BOTH ENDS. \ \ REFLECTS EXISTING FIELD CONDITIONS AS OFXXXX-XX.THIS RECORD DRA WING HAS L BEENPREPARED,INPART,BASED ONINFORMATION PROVIDED BY THE GENERAL C'• c © FOR METER. A 1"METER,A 1"COMPRESSION ANGLE METER I3I"METER x 5/B"METER IS REQUIRED. FOR X / +` \ CONTRACTOR.UNDERGROUND PIPING ISASSUMEDTORUNSTRAIGHTBETWEEN LOCKAEB•,A 1"COMPRESSION ANGLE METER BALL VALVE z 1"METER IS REQUIRED.BALL VALVES ARE / \ \ N� SURFACESTRUCTURESANDATACONSTAMGRADE.THOSERELYING ON7HIS RECORD MI 05 METER SHALL BE INSTALLED BY CITY OUTDOES DIVISION AT OWNER'S EXPENSE. DOCUMENTAREADVISED TO OBTAININDEPENDENT VERIF/CATIONOFITSACCURACY. 0 © METER BOX SHALL BE MIDSTATES PLASTICS 1324-12 W/SOLID DI LID WITH 1 3/4"HOLE FOR TOUCH READ PAD(TRIP). RECORD DRAWINGS DRAWN BY: KMA Q7 5/8"z 3/4"METERS REQUIRE A 3/4"ANGLE METER CHECK COUPLING x 5/8"METER WITH A 3/4"MIPT PROJECT FILE No.PWD 3608 CHECKED BY: TPA rym z i"COMPRESSION ADAPTER. 1"METER REQUIRES A i"ANGLE METER CHECK COUPLING x 1"METER, OB 1"COMPRESSION x FIK ADAPTER WITH 1"PLASTIC PLUG. AS-BUILT DRAWING APPROVAL DATE: 5.21-24 DQ EXTEND SERVICE PIPE TO-BEYOND PROPERTY LINE AND AN ADDITIONAL 5-BEYOND EASEMENT UNE. , ACKNOWLEDGMENT JURISDICTION:CITY OF ARLINGTON @ METER LENGTH BLANK STUB. THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A JOB NUMBER: 24-0041C RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE .... SURVEY DISCLAIMER UTIL17YNOTE ® RESPONSIBILITY FOR THE ACCURACY THEREIN. WA-01 Q1TY p DEPMTI�.7'De 1NIDTNC IIDIMe STANDARD DETAIL env.. STANDARD DETAILS NUMBER THE TOPOGRAPHIC SURVEY WAS PERFORMED BYPACIFIC COASTSURVEYS. THE CONTRACTOR SHALL VERIFY THE Br. - - ------ c 5/8" a 3/4" & I" SOLID GROUND ENGINEERING ASSUMES NO LIABILITYAS TO THEACCURACY LOCATION OF ALL EXISTING UTILITIES PRIOR TO ply EngrneeO Gty of AxRngta 15 OF 1V v ! W-040 AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND BETWEEN ANY CONSTRUCTION.AGENCIES INVOLVED <!np'Cp RESIDENTIAL WATER SERVICE WHATIS SHOWN ON THEPLANSAND WHATISNOTED IN THE FIELD SHALL BE NOTIFIED WITHIN A REASONABLE SAFETY IS IN YOUR HANDS. DATE'_ SHOULD SEBROUGHTIMMEDIATELY TO THEATTENTIDNOFTHEENGINEER. TIME PRIOR TO THE START OF CONSTRUCTION. EVERY DIG.EVERY TIME.