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Home My WebLink About20260814_PWD3985_Signed As-Builts LEGEND A PORTION OF SECTION 11,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. PROJECT BOUNDARY ------ to I R --- ZONING LINE I EXUANGISUZOING --- m I W_ PROPOSED R/W LINE PROPOSED PAVED AREA Y1)m PI - -- - EXISTWO Ill � AQUIFER RECHARGE/ SITE AREA ANALYSIS 1/4 SECTION LINE PROPOSED SIDEWALK WELL HEAD PROTECTION SLOPE ANALYSIS LAND DISTURBING AREA Project Site Area 147,330 sf (3.38 at) _ O w EASEM PARCEL LINE LOW,Over 100 Slopes vary across the site,Slopes typically range from flat to Total Site Area 190,958 Sf 4.38 ac Area in Access Tract 56,939 sf U.31 ac) W. orlon St.^ p Z O') ACTIVE OPEN SPACE ( I N ------- EASEMENT LINE 5%.Average slope is roughly 2%.Site slopes generally downward -y ------- BUILDING SETBACK ALLAN BLOCK WALL SOILS from the East to West. Area in Unit Lots 70,164 sf (1.61 act r ° l� I O 00 Land Disturbing Activity w.yen:en St. s `- O.N ----------------- EXLSANG PA kEMENr EXISANGPOWERPOLE Norma Loam; There are no indications of unstable slopes on the site. Conceptual Area Of 146,070 sf(3.35 ac) Area in Open Space 20,226 sf (0.46 ac) n PROPOSED CONTOUR MAJOR X EXIS77MGFENCE Hydrologic Soil Group:B/D Disturbance Tracts �. N Q P PROPOSED CONTOUR MINOR Compact Fill Area to 95%Modified Proctor Slope analysis based on T.I.N.triangle slopes of the LIDAR surface: Total 147,330 sf (3.38 act CV ------- U69MG CONTOUR MAJOR Q AS-BUILT LEGEND Site Grading 2' 11 !' < CI ------- EXISpNGCON70URMlNOR • DESIGN SANITARY SEWER CLEAN-OUT Range Areaisfl Percent Cut 0cy IMPERVIOUS AREAS m V -2 O 0%-15% 190,958 sf I0000% Fill 8,989 c 41,69]sf (0.96 act P O O CLEARING LIMIT -b EX157/NGHYORANI so AS-BUILT STORM LINE I5%-20% 0sf 0.00% Y New Pavement Area e SITE a W °'M ss PROPOSED SEWERLINE B M DESIGN/EXISTING WATER METER a AS-BUILT STORM CATCHBASIN 20%-25% osf 0.00% New Driveway Area osf (0.00 ac) � O 25%-33% Osf 0.00% ,o04 w PROPOSED WATERLINE ❑ DESIGN/EXISTING TYPE I CATCH BASIN ss AS-BUILT SEWER LINE 33%-40% osf 0.00% New Roof Area 51,]66 sf (1.19 ac) :m 00Q so PROPOSED STORMLINE O AS-BUILT SEWER MANHOLE 40%+ 0sf 0.00% 204fh St.N.E. °0 - ss---ss- EX/SANGSEWERVIVE O DESIGN TYPE 2 STORM MANHOLE w Total= 190,958 sf IODJOD% New Sidewal k Area 10,067 sf (0.23 ac)) Q AS-BUILT WATER LINE - -w---w---w-- EXISTING WATERL/NE • DESIGN YARD DRAIN CLEAN-OUT a s 103,520 sf (2376 m o -0 AS-BUILT WATER HYDRANT,METER,VALVE Total Impervious Area ac) a' z -- --- -- E657TINGSTORMLINE OAS-BUILT SWALE TOP&TOE VEGETATIVE ANALYSIS =-\ 1 J / EXISTING 14 - ' Pasture 129,814 sf (2.98 uJ 88.11% �)\�,��C/` --=- -- S� .w I{r \1 Existing Pavement 17,516 f (0.40 ac) 11.89% O _ __ _--_ ^ - - A - - CIR ----`--- _--_- �_ _<�/~ T7Bi"� \ PROPOSED _ �\ VICINITY MAP SCALE I"=2000' Qom, r --- - I 86 Landscaped Areas 43,810 sf (1.01 at) 29.74% ° H � ----____ / LEGAL DESCRIPTION 8 -- --t _ E75'ROW J /l 4 ` \ Building&Pavement Areas 93,453 sf (2.15 ac) 63.43% Q - -------__ `-__^ i / 1^\ ( TRACTS A AND B CITY of NUMBER 201402 BOUNDARY LINE ADJUSTMENT IDAVIT.RECORDED s z __ .9)3te ROUtCJ \°+0 7' r� Sidewalk Areas 10,0675f (0.23 ac) 6.83% UNDERECORDED UNDER DING ERRECORDI 201 NUMBERS 14 I50636AAS REVISED 201 41 1 0502 OF CORRECTIONOF - R 8 RECORDED UNDER RECORDING NUMBER$201404150636 AND 201411050281,RECORDS OF J Total 1 , ( 8 . WNHIP 31N E5 EAST H H xi 47330s f 3.3 ac) 10000% $NOHOMISH COUNTY,WASHINGTON,BEINGAPORTION OF THE SOUTHEAST QUARTER OF THE � $OUTOHWES RTH,RAN OF W.M.,IN SN MI i QUARTOER OFiHE$C'pUTHWE$TOQUARTER OFTHEO OH S�COUNTY,WASHINGTON: TER OFSECTION 11,i 7' - - --- MIXED-USE VILLAGE CENTER T4-F NOTE NON-EXCLUSIVE EASEMENT OR Access As MORE PARncuLARLY SET FORTH IN THAT - _--- _ _ \-- +T_,_ (AMC 20.110.014(c)(3)) "- NOTE:The eX}ZI1510nOf t}ie------__ _- -- _-__ \ � �-� RECORDING NUMBER 201]6 752 CE$$EASEMENT RECORDED JUNE20,201]UNDER^ �-� DOCUMENT ENTITLED"DEC AL AC � pE cTo� p no -fnQph the Tee t--__ --_-- �\V\ -�- BUILDING SETBACK is separate den}Ond�nTirldly- \ / 1ce o!Slope - ------ `- Density:Dwelling units/acre 15 dU/acre SITUATE IN THE CITY OF ARL NG ON,COUNTY OF SNOHOMISH,STATE OF WASHINGTON. water line --------"----______ \ Access to S.R.9resficYedha - --___------ ----------____--L>-_-__ �✓��.� ) Maximum BuildingHei eight 3stories - p from}heWarmony / boun,4ducfpropeny bydocumenl --- ----0--__---------_-____ \ --'3v'-- Minimum Front Stret Setback Oft DATUM&BENCHMARK rsvze _a}Adin�} h¢IVIIReimFt128 N b"High Pressure�aslJTairt.-----____ ----_ ------ _ q recoAed vnoerA.f.N 114027E y I 1 \ Contractor shall coordinate with ---------____�___-__ -_ E 75'RDUy -- \- / \ Minimum Side Street Setback 0 ff DATUM: of�'rTD.40 G Cascade Natural Gas before T -----____ - \ /'_--`---128- r-L ).9p�\ Minimum Main Building Side Setback 0 ft NAVD 88(NGVD 29=NAVD 88-3.72) S3/ONALEN construction 6'Board Fence along L I olSlope \\ - 12 _ !-�^- Minimum Accessory Building Side Setback 0 ff a--'la - --- _ 12� je L4 East Property Line g4"Red striping with stenciled red / 6y \ \ BENCHMARK: / p PARKING SETBACK SNO.CO CONTROL#3105J19 08/OS/ZO26 \ \ _ letters,No Parking Fire Lane(typl \ / TOP 3'BRASS DISK WITH PUNCH MARK IN CASE, o -..:. IndRDXMry Mp 1 ;: - __ \ \ [/'� Front Setback 40 ft from ROW N TURN LANE CENTER 204TH ST N E 150 FEET WEST OF S R 9 EdseTenl dj 11 me -- _ 17E• M - - - - -- Side Sheet Setback min 6 ft,max 10 ft EL =126.92 - - - - r000lsipe �'�.i \ Side setback ON \1 \Rl rgin SR➢ 1 / I \ _J - � _ _ _ : � y _-o - �C�= _\ 1 Rear$efback 5ft BASIS OF BEARINGS: \ \I vne[,AG�i/Zsx4LYJ�➢v_r I T'1f'f f ROTATED TO THE SOUTH LINE OF THE SOUTHWEST QUARTER N 88-37-33 W PER SNOHOMISH @ Y I/ COUNTY CONTROL HOLDING FOUND MONUMENTS. N Lot 26 - �- oN V •'�\ \\(I --J24-/ �I II � � HraHydarn� SURVEY NOTES LO} Lot 61 n n1 M I - 1. Boundary and utilities are per NCS Surveying,LLC Survey has been moved and rotated N M \ \ \s Split Rail I I 25 I. ^ I /� to State Plane coordinates by Sound Development Group V Cak FenceJ / Lot 37 I � 'i -SI/1 SE 1/4Sec,,,II sob/ect iA� A z. Existing contours are per Snohomish County Ldar Consortium. ? \ (i II ,/ Lot48 - I to Rua EasemenYreoorded l 3 under A FN 1157➢I/Un-able A E E 1 O Q IJ \\(\VAVAs, •1�I31 LOt24 LOt60 I �/� to-old coument,rnownon �RQW� RgW'l Boundary Line Table RECORD DRAWING AUGUST2026 36 I au A.F,v zal4onlsme v / m z z z z ti Lot 47 - Lot 59 a E Iv'SM,Eo en15'on eocn °�- l I _/ V Line# Length Direction w u z O O O O e mcaiFoouly, �, AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT u 3� A ti ti 94g111LY158 3 l/ Oi<�»»°n Lot 35 I 1 bn �( Ll 40.03 N88°3T 33'W THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS RECORD DRAWINGS.THE 2-O o o \ \ \\\\ i 1 •' '�' Lot 46 I - _ 1�eEA'C R� LICENSED DESIGN ENGINEER W HOSE STAMP AND SIGNATURE APPEAR ON THE SHEET ASSUMES FULL \ I i Lot 22 111 LOt 58 I l Sno.Co. hd L2 372.40 NO3°42'17"E -1ze- I i r`;^\ • I k3/Q5J1➢/QQs/mly/ AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. \\ 11 ( II, /h 5/N4S7A:IOps00 L3 391.93 S83°25'44"E x 0$-14-2026 Lot 45 'Q I I BY: J DATE: 3 >/ = III II /LOf 21 - - Lot 57 Esuemenl{byoocumenl / ( I L4 311 G5 S03°z2'31"W CITY ENGINEER y L� - -arils, IdIAFN 'i0 �v� w v a` oo+ Lot 33 �l 2v17vro7s2 Ne omn ao ol�e ww� o Ls a53.5z Nea°a7'33'w l 1theE sl lB nn z THESE RECORD DRAWINGS ARE SUBMITTED FOR REVIEW A TRUE COPY OF THE CITY OF Lot 44 _ Lot L / ol a R L6 z7523 so3°42 n'w ARLINGTON APPROVED CONSTRUCTION PLAN N D FOR APPROVAL ON DATE:5/05/2026. m c9 Lot 20 ` L ..12^'A:-- ( -------_a '• o 66,890 sfg sechO �4suc� L7 97.30 NO3°42'17"E 0 �¢ \ (I\ III �1 - f BY:PROFESSIONAL ENGINEER/SURVEYOR DATE:O8/OS/2026 - t`- II\\ 11 I 1 I /+.4, -,..i LOt 32 _ 1 t I f' 0 / Bartell DLv 5 I �''T n S LB 322.36 S88°37'33'E � < r 310511-00-041-LY) 1 I w 3 II �I _ - Lof43 _ _ \Lo}55 I;'f i� / RPiAnnglon,LLc '� ;.�:. ^ L9 aa2 sos°zs•bl'•w PROJE TINFORMATION .E o T LO}19 (• I t. -_ II •I'i V / 7473704M 51 NE 0/ / ) Tax Parcel Numbers 310511 003-040-00,310511-004007-00 O Z .Mi I LOt 31 Adnglo2 WA 98223/ 33 19E / . Total Area 190,958 sf(4.38 act QL°t42 Existing Zoning CCCommercal CorridorI Lot m m I \ I! I Lll 2&60 N05°26'34'E Exst rig Land Use Vacant < <_ -1 Lot 30 1 / I Proposed Land Use Multi-Family Residential Townhouses Q Z Z I Lot17 1 Loi29---- Lot _I'a••c � Lpt53 / / Q -�� \V // > L12E 3 �122- f _ 25'P vet 5 / \ L13 524 35 NO3°°22 54'E O II 122--- - III ate- _ Lot )- t a --- L/ Lls 67949 so°2z�E LOCAL SERVICES 0 C I\ Sewage Disposal: City Of Arington ^ P E Lor 16 00 I Loi 28 dots --- w water D smct City Or Arl ngton r \I\ /I II pp 'I, ------ _ I I� E30'Access'EasemenhbA- ExulmF Hdrnl I School Dsinct Arlington District 0 ^W Z L J I Y ,� L0139 Lqt$1 -- 13 Pavement documenYrecorded under Ped sh/on / Fire Dsh ct: North County Regional Fire Authority = m Q LOt 15 ❑ F�6 00 y Post Office: Ad ngton / \ - n AFN 20/706300757 �AL� men - Z I Eleeinc Snohomsh PUD J E,san9�elry�onr erAFN / o IZ Lot 0 a Phone:l Daly o L13 Lor 38 l 20 eg4o2v4m Sheet List Table - jpo{S/oor, - _I__ g - Sheet Number Sheet Title Gas: cascade Natural Gas O t__ O- / = II - I 5.5i I \ O � -"agey / As-Built Construction:C24 I II �ei 1I - I14 � Toe o/SbPe oseme - _ o / I/l 11 'I r I Lot ��Y .1o/ao3v9azn Inc _ - �// ve'gF,v n ' I j c1 A B hc'vlsrePlan COLanNTACT PERSON SITE ADDRESS ; --F_ _-__ �xvateDEiveA 600 I { -' - ��Tf orm0,n Eo m E r\ l 24' LU( - Merle Ash Arlington,WA 98223 VL� I � C2 �.otir NOTINCLUDED Ave.NE --Iq�- L L !'- ss7e �1z4 rPo{ l - NBngtorn,WA98223 OWNER U 124 \ \ \ pe I a�/ Harmony of Arlington LLC. J � '� ____�T"�'--°A:r• NOTINCLUDED radingmede@landtech�y.com 37, Prc� ed` r105b Se xrFncemenl nOC I I s � C4 As-Built GFeell Plan Y.com Mill Cre4012 ek,WA 98012#30 /R �\ I �/ N p Nc�'� 5� Fire H'tlrant , tiydxvmenlrecorded /� 29,979 sf 4 I �•. CS NOT INCLUDE[) - U m /I(l),f) \ II I o �o _ ^ , and 1F,.y2olaaao9osse it ENGINEER APPLICANT J s % 3 i 3 / r ate,^ C6 As-Built Site Cross Sections A,88C J P ` \ I O O p Tio \ \ _ /Elv 51-Drainoge Land Technolo' I Harmon tAHn t LLC.p N / Easeme 1perA.F.N - 2 C7 As Bu It S to Cross Sechons D,E 8 F i S.Foster,P Es nc 4012 148fh St SE PMB#30° 00 ~O -- L, Pavement` 2018p309US57 ,_ Ii. 13 Pavement__ � - 1 O I m \g 18820 Bid Ave NE M'll Creek,WA 98012 0 3 124 - CB As-Built Fronts Improvements Plan \ _T9o'Is = -- ___� L I 9e provemen Arlington,27 98223 - c f 3rlingt60 Arlington, m y- - C9 AS BU It West A sle Plan and Profile le y nn ry �landreanwa CERTIFIED EROSION c10 As-Built Entry and Private Drive Aisle Plan and Profile SURVEYOR CONTROL SPECIALIST E T I Man-fitn I / Ci l As Built Private Alley Plan and Profile-STA 15+00 to 18+30 Sound Development ndish,P. Group,LLC. Ann Construction Kett CESCL#17tt3a77 Q s - 1 4fh St.NE, 103+09:701 Cl2 AB Private Alley Plan and Profle-STA 18+30 to 21+60.31 P.O.Box 1705-111 Cleveland Ave.,702 Metcalf St Suite is location m - .'IF,, ?^�-<12p_- __ -- - 55 - 1�0a00.00 Suite 202 Setlro Wooley,WA 98284 Q U J. �--__<_ D __ 1 -__ _ I C13 -Ar9uBfRead-BeiaBr NOT INCLUDED Mt.Vernon,WA 98273 425.610.5059 1 1 / / - M - _ 29 RO - e 30 -_ _- es}A'sle,5 360.404.2010 Ann6H.5059 nsirucfion.com h I III I /E, '`SpnilorysewerEos en - _ IIIII L$ \ _ _ - 40'Access Tract / c me -- ---::- C14 As-Built Sformwater Management Overview Plan ,gyp E. \I^ pdrAF.N➢/1001oa58 1 E3g' gels e - -- __- __-_ pe BSP.eca dedund r-- y Ess Egr�s,Road 8 _ _ --' _ C15 As-Builts Stormwafer Overflow Plan and Profiles 0 a ll ( \ \ �� I?�nad8 U1/rlesE emenl 31Q511 ----�_ __ _ ------_- - __-_ - CRY OF ARLINGTON i I � hGhes over ocro - L'03-032[0 \� --^- --I \ `�^ .00 C b do dedunder A.FN 891tZd 55---__ MUB OJp EIscNBb^p `7 I 1 C16 As-Built SfornNuter Management Details CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT C �_u2;er#r`e�gor ` \ i4Ts -TrOW1 rBS ROW Dlledica}ion: \ ---Fovoi o= - \ i ` P 1 I / A.N30tkO51.A9314-= .1 /nF-----__�-___c d durp17oj165a25 11293.93 sq.ff oyy}Lr��L F I.- CI7 As-Built Wafer Plan THIS PUN SHEET HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE -_-_ ArSnglon WA 98223E 12'lemp.conshuclipn ewe * / byd umenlreco d d / t I R° n / WITH THE Cltt OF ARLINGTON CODES AND ORDINANCES,CONFORMANCE OF THE 0 Ex.15'permonentbz'cesr -- -_-___yfP/ menlper i---1 0 \._-_ C 1 / I / / 1 e semenYperBSP2cao'ed dedunoer2]_2)_p7)65Lq_5I / underA,F.N 7017063Gb151 \ •l ) a'/ CI8 As-Built North Wafer Plan and Profile DESIGN WITH ALL APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE ROW,DQdICa110 15- RESPONSIBILITY OF THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE Contractor shall maintain access to all Businesses 35q.ff CI9 As-Built Sanitary Sower Plan APPEAR ON THIS SHEET.ACKNOWLEDGMENT OF CONSTRUCTION DRAWING REVIEW (Starbucks,Walgreens,Plumbing/Door Company,efc.) 'nMapiN ap DOES NOT IMPLY CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRED a ARCHAEOLOGICAL RESOURCE DISCOVERY: AIRPORT PROTECTION DISTRICT--SUB-DISTRICTC ot all times or provide detour ` czo Entry Dtldve Aisle Sewer Plan and Profiles V OTHER COUNTY,STATE OR FEDERAL PERMIT REVIEW AND APPROVAL.THE PROPERTY > If of any time during construction archaeological resources are observed on COA 20.38.090 NOLIC¢CO FULUre OWn¢rb. 30 E. ✓ 8 OWNER AND LICENSED DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE CALL AT LEAST 2 Meow R S C21 As-Built Private Alley Sewer(South)Plan and Profile c the project site,work shall be temporaHly suspended of the location of In order to mitigate impacts to the Arlington Airport,and to provide notice to / \ \ >�' ACQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS AND/OR E discovery and a professional archaeologist should document and assess the future property owners,all property owners within the Airport Protection BUSINESS DAYS / I / r)S AUTHORIZATIONS WHICH MAY INCLUDE BUT ARE NOT LIMITED TO,WSDFW HYDRAULIC discovery.The Department of Archaeology and Lion DAHP BEFORE YOU DIG !� / \ 'Tim - C22 As-Built Private Alley Sewer(North) and Profile PROJECT APPROVAL HPA,WSDOE NOTICE OF INTENT NOI,ARMY CORPS OF SHEET ry. po gy on preservation( I Sub-districts A,B and C seeking a land use or building permit or under taking / / I 8 r I I I I ando I concerned tribes must be contracted for an involving Native g , / ENGINEERS FILL PERMITS AND THE REQUIREMENTS OF THE ENDANGERED SPECIES ACT. /-�7 Of /'°r),f y issues invo g substantial reconstruction shall dedicate an avi ation easement over their < I I f / C23 OT INCLUDED l-.I C24 American sites.lf project activities expose human remains,either in the form property to the City of Arlington. 1-800-424-5555 AS-BUILT CIVIL SITE PLAN 0 40 C24 As-Built CompositeUfilityPlan of burials or isolated bones or teeth,or other mortuary items,work in that area In addition,language shall be placed on the face of all residential subdivisions BY: DATE: 22x34 must be stopped immediately.Local law enforcement,DAHP,and affected within the Airport Protection District notifying owners or possible affects from o DEVELOPMENT SERVICES MANAGER Tribes must be immediately co ntacted.no additional excavation may be aviation activities. $Cale:1"=40' ` undertaken until a process has been agreed upon by these parties,and no The language of the easement and notice shall be as provided by the Airport,as THESE APPROVED CONSTRUCTION PLANS EXPIRE AFTER 18 MONTHS FROM THE DATE P W D#3985 exposed human remains may be left unattended. approved by the City Attorney and recorded With Snohomish County. SHOWN ABOVE OR UPON EXPIRATION OF PRELIMINARY PLAT OR SITE PLAN APPROVAL. A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H ------ W R / �\cb•ae\ r i ------- \ g -------- Fx.75'ROW l L> -1 f U �T �-� ---------------- - / / /'� O -- 1� Z Cl) } O �aN /- s = - ¢ .N ---------- ----`----- `t<__- '-��!`� ^�Is -T��- - o V < c LO 10 __ - ---- --'___ - _ '� R -��- • �o ----- --- -----_-_---_-_-_ ��i- O C __ - 00 ___-126_--__ --728- \ I \ -- -----_ \ 6'Board Fence along /�5----- �.�\ f Property Line \\�-/ `\�- _�\ \�1 }zt J M== � State Route 9 \\ C ---- \_--_1 ---------____ _ _ _ A \ _ - sidewalk -L--M--I- -'--ate- --�..r Lot26 7 T7r' --- SSideµ'a1k61; l Lor 25 - sl/1 SElLli,S non 11 IS Fe Rail 1 \ v A V � Fence,� II �- II . � A it � /oreoddocumen/,r°w � � v / Lot 37 Lot 24 , Lot 48 L�SP$� Lot36 Lot47 Lot59 I - 1 "/ ( \ I .1 \,�\ �� /,� Lot23 E./an/doi°nE/nsn9n I I_\Erlys' \\ E<3s'_j _ I_ - o 0 n I A,, ) // 'I o - T mc°iFcmy. 1 Row ,eow II li g- Lat35 �� edondeAFN 01 o 46�� Lot 58 b e o e nose 1 Fss as,E�°��e Lot 22 00 L 1 '� • oNn E /h� Lot 34 0910512026 Lot21izz Lot 45 Lor57 I v Lof33 1,-�,^ evzb'AccerEoemenaby �0 / I a OZ \ Lot 44 I Nor/h 10'01/5e°u/h 30' LO}56 d Af.N z017069007S2� f °ndeAA.rN 217saseN I Jw I N In o I N N 12.76 ne .L TraciC / -' u k / - II II 1 I 1 III Lot 1 �Ae 1 1 I d 66,890 sf/ Lot 32 1�. = j� ` Lot 43310511-0�3-041-� zzzzt I l I Lot 19 a..2�mn[[c o 0 0 0 l 4. A 4.6 742310,WA P92 U3w ntiti tim Lot 31 ,?, I I I ��Ann9✓n WA 93n3 �.',� / ..!�. 1 p��'1 0 y Q a>>>> Lot 42 > 1- 154 - / / III vy auoo� �a Ij 1 / � I Lot18 r / '/°� Lor30 0010 1 ti-A $ 11 I 3 Lot 41 16 00 �0153 f.. ,� / I III d oaaw I 1 Lot 17 ry o° `= �zs Lot29 v11 - - - - - - - - I I a I Pavement r Lot ao 4 or 52 } / 0 z � I Lot 16 e 8 r -- I - - - I' O <a y Ili /I III M, � d , 1z Lot 1 B � dots\ � -�-- � d <,E.30'Ao°erEoemennby 4 i f o-/ 1 /I III P, it 11 I 13 B 124.12 B6 B Loi 39 2s L t 51 L- - d enmen/,e<d d�nd E.e'aed rm / / ry I :/ III q li Lot 15 P /\\ -----_-2 Pavemen} O A.F.N 20170d10,I ❑ _ 1 q I N \ Q A.FK ZO/S00O2090 I m Z (II -- Lob'27 \ �� II z Lot 38 Ld5o \ , I ¢ - - - - -- - - - <_ Lotc.F,=124.7s {- � r - Irl I ssldew I I / Lo}49 \��/zd - - ---- -- - -- --- --- - - --- --- - f- 0 H z0 Pavement E.21✓s a°n°eErement �.1oJmmo°n 9ecbemen/ \ } E g o \x 9 / �A N.201eMWH7 ��-�^ I O Z �'4 e ! I - f d01803090f5� w 2a' 00 sot 2 m Q I I I Split Rail J $'vateD7iveA o CL Fence /i a r�-r- �- - "C,^e I nl \I ecNon i Tract J- 29,979sf O O O O O O > / i310SNLRl-054Ip --0 _____ __-____/ 1_a Trot 999 a' �r � - -- O 70 O O;_----' � -�-� 11 ' I �• rc Z / I \ - I /// P vote Allel,STA=21+'0.31 1z1.se •I 37 Osf I p mate D'e A,STA 9+90.24 1 SCar6ucks En}rant ,STA=20 89.00 ntereec n / 1 I a 0 / -1221 I //i o o. GF=124.40 Y Private rive A,ST +91.08 I .1 Q Cv �/I ` III `o g o 0 0 zs a a�am Privare Iley.sTA is+oo.o I // 0i g GF=124.40 lij cF=i24so ° ° o `o CeBF;r 121. B III h GF=124.50 \:-_- „-_ptvA.F./'z01803090,f7 I J -�\ � T 720.95 AB _-_- - _ 9 -- _ 9 _ -- --- 20.92 AB 12 - L_ -_-_�� _ I \ - a - - 121.oz 0.31 AE -L _ _-_/L6 -�_� / 1 I a7.1-'" 3 120.J6A 1_\ J. } I Q cesrEoremenhl I, 7 _ _--, �eStAlSle 9plJoq�7rny3ewerEaremen/ � _�� _- - � -_�11 -__-__-__-__-o_--_-_-_____ __ �• - -- - - � __- O A.FN9110070>SS 9_aowoedioaOon I _ _ L2 - _--- E�ss n e _ -{ t -- ---__-__- / Ex.30'Acces(fnremenlper E.3ov,quE�e,:fao°dau� r � ------------ -------- 0o eo I Q i _ ° t°2d�e Eroten 1 imersedio - y ---- - -- a are wo°onoA Q r I1 /\ verve AEry2aR�3aJuaner --��-€n rant West Aisle, e STA zoo ao.ao 31os11-vo3v33vo ---r \J-\ eci ---- _----- ---�i - �5_ ----- zo2 �s_ s TA,1a3+o9.70 �__-x- rceL.l�Fys91 � `\ zv2iviier�s�� ----- ---- few dn�oer '� Pi a°fw,ee _;� 1 -i htAisleS h EE E - - --- -------- - J _-- --- - - A1sle s o0 /a/lie°rem y - / r °�__�� 04 es TA,1 f+ O co -1---__-_ A,nn9mn,WA 9szz3 E.121P v.°onrm enan e°rement L�--- -araree de°'nn1 2v21onafovs� ---- ..I i = S ��•> f/ l (�v -------------- v 1 AS-BUILT GRADING PLAN so' RECORD DRAWING AUGUST 2026 LAND DISTURBING AREA SITE GRADING Scale:1"=30' € AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT Total Site Area 190,958 sf(4.38 acq cut 0cy CONSTRUCTION DRAWING APPROVAL SHEET Fill 8,989 cy THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED A CALL AT LEAST 2 THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS RECORD DRAWINGS.THE Land Disturbing Activity PER THE CONDITIONS ON THE TITLE SHEET. C4 of C24 LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THE SHEET ASSUMES FULL Conceptual Area of 146,070 sf(3.35 act BUSINESS DAYS THESE RECORD DRAWINGS ARE SUBMITTED FOR REVIEW A TRUE COPY OF THE CITY OF BEFORE YOU DIG AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. Disturbance ARLINGTON APPROVED CONSTRUCTION PLAN N FOR APPROVAL ON DATE:5/05/2026. BY: 22x34 N 1-800-424-5555 BY: 9aNtBS�C Ke{G4 DATE: 08-14-2026 DEVELOPMENT SERVICES MANAGER CITY ENGINEER BY:PROFESSIONAL ENGINEER/SURVEYOR DATE:08/05/2026 DATE: PWD#3985 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 11,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. to a _ m � s Q m ------- w -------- * J ZN 04 NQa Ilx1 < Lo 3� West Aisle Private Drive A �, Highway 9 I I'i j y t Tract 999 Unit 12 Tract 999 Unit 14 Unit 15 Unit 16 Unit 17 Unit 18 Unit 19 Unit 20 Unit 21 Unit 22 Unit 23 Unit 24 Unit 25 Unit 26 Tract 995 ROW �M o I a o Q 160 160 Ili Id:� it i I 150 150 tao tao — ae 130 s rtace 130 ____ _____ ____ ____ _ _ ____ _ __ _ ___ 0 ssnysue ce '- _--- Q ii 110 KEY 105 105 -a mr mm < SCALEI100 o _< '-♦ -- FRS Fps.. w an wn `rn 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+37 i A-PROFILE SCALE:Horz I"=20' (I:I)Vert F"20' _ OeSS ONA�NG�2 08/05/2026 rn c Private Drive A Tract 998 Private Alley Highway 9 a Tract 999 Tract 999 ROW ti n N N y �ni k O 160 160 argOg ,Q 150 150 Jom zzzzt Uuz 0000 u3w�titi�m Parkin Par mg O i rc Q w>>> 140 140 auoo��ie ir¢ ce � 130 130 3 :nns Delgnsorta e m ---- --- a C: 7 0 a 0 0 ai 105 105 3 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+27 Q B-PROFILE SCALE:Herz 1'=20' 3 05 (1:1)Vert I"=20' o 0 m O Q Private Drive A s = ^m Tract 999 9 Highway 9 o Z West Aisle Unit 49 Unit 50 Unit 51 Unit 52 Unit 53 Unit 54 Unit 55 Unit 56 Unit 57 Unit 58 Unit 59 Unit 60 Unit 61 Tract 997 9 y 0 O Unit 1 ROW o Tract 999 � F F_ a0 U Lu 160 160 N t� N 0 150 150 0 U d 140 140 J ce F_J � a N 10 130 D sign Burr ce 130 0 J_ _ ___ ____ ____ _____ _—_ __________ ____ _ ____ ___ u Ion ----- --- ---- ____ _____ ____ ____ _____ __ _ ____ _____ _ ___ ____ _____ ____ _ --- --- irHn95wf ce 120 Q Q Q 10 0 Q i 105 105 0+00 0+50 1+00 1+50 2+DO 2+50 3+00 3+50 4+100 4+38 C-PROFILE SCALE:Hoa r'=20' 11a)Vert l•=20' = S RECORD DRAWING AUGUST 2026 AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT E CONSTRUCTION DRAWING APPROVAL SHEEP THESE RECORD DRAWINGS ARE SUBMITTED FOR REVIEW A TRUE COPY OF THE CITY OF THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS RECORD DRAWINGS.THE THIS PLAN SHEEP HAS BEEN REVIEWED AND APPROVED r'f CALL AT LEAST 2 ARLINGTON APPROVED CONSTRUCTION PLAN N FOR APPROVAL ON DATE:5/05/2026. LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THE SHEET ASSUMES FULL PER THE CONDITIONS ON THE TITLE SHEET. C6 of C24 BUSINESS DAYS AND ""�/COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. 22x34 BEFORE YOU DIG BY:PROFESSIONAL ENGINEER/SURVEYOR DATE:08/0512026 BY: _�R4stBYJC Kcwy DATE:08-14-2026 BY: N 1 800 424 5555 CITY ENGINEER DEVELOPMENT SERVICES MANAGER DATE: i THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 A PORTION OF SECTION 11,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H W_ Private Unit 58 Unit 35 w Tract Unit 23 Private Alley Tract Unit 46 Private Alley Shared _y -- — O - Z Cl) g 997 Tract 999 998 Tract 999 Drive _k N li J N Tract 999 F w r O �aN Z a Qo 160 160 I - +� >3 N \ iliC10 t: o so so d fl. W � :a'o 140 140 I04 Split-ail I F 1 E 00 Q 130 __130 I 120 ---- 120 D E�srgsu.�ce no no - os 10s �a a� ag �� - -----�_-- _--_— 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+69 --—--—--—__—__ F-PROFILE SCALE:He,1'=20' KEY s I1:11 Vert 1"=20' J SCALE I"=100 ERS Fps c Private �Trac Private Alley Private Alley Shared �FSFFas,E��eF. t Unit 17 y y Unit 29 Tract 998 Unit 40 Unit 52 SioNA�E 0 997 Tract 999 Tract 999 Drive Tract 999 08/0512026 160 160 150 150 N o N N Q 140 140 g o u Spill I Q a g O g C Fence m 130 esi9n s rtace 130 u z Z Z Z Z 0000 wL I— _111— :4 yy- --------- ---- --- --- --------- - -- - -------- - -- ---- 20 xisNng Sul ece 110 10 3 r 05 105 21 0+00 0+0 1+00 1+50 2+00 2+50 3+00 3+50 3+76 O a E-PROFILE SCALE:H—1"=20' <i 0:1I Vert 1"=20' 3 `0 z Q Om Q <= IL m >' ^ O 05 C: T 1. L. C s p �r Tract Entrance �, Unit 13 Unit 12 Unit 11 Unit 10 Unit 9 Unit 8 Unit 7 Unit 6 Unit 5 Unit 4 Unit 3 Unit 2 Unit 1 Tract 996 Tract 997>; Z 997 Tract 999 �$ o O 0 o U 60 60 Lu < to N 150 150 Tn a O w 140 140 U o Split-Rail J Fence J 130 De ign Surla a 130 P N 3 0 120 --- --, -- ----- ---- ---- ----- ---- ---- ----- ---- ---- ----- ---- -- - -- - - --- ---- ----- ---- ---- ----- ---- ---- -- 7�05 120 O m 0 THESE RECORD DRAWINGS ARE SUBMITTED FOR REVIEW A TRUE COPY OF THE CITY OF � U pp nngsun e ARLINGTON APPROVED CONSTRUCTION PLAN N FOR APPROVAL ON DATE:5/05/2026. N 110 10 BY:PROFESSIONAL ENGINEER/SURVEYOR DATE: OS/OS/2026 Q Q <" 105 Q =R - RECORD DRAWING AUGUST 2026 T 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+85 AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT O 51-PROFILE SCALE:Holz 1"=20' THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS RECORD DRAWINGS.THE '- I7:11 Vert 1"=20' LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THE SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. _ BY: ,LamwX KW DATE:08-14-2026 CITY ENGINEER E CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. C7 Of C24 BEFORE YOU DIG BY: 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE: i THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 h AS-BUILT LEGEND A PORTION OF SECTION 11,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H so AS-BUILTSTORM LINE \ ❑ AS-BUILT STORM CATCHBASIN AS-BUILT SEWER LINE I I I 3 Lot 1 Q AS BUILT SEWER MANHOLE I u' "T-_ / I h no a I W / o 'a `o h o w AS BUILT WATER LINE i \ I - ( 1/ 'Tmy / j o `o o O o a Cl) AS-BUILT WATER HYDRANT,METER,VALVE I I I J -___'_-'- - .N. - ,. I II Qj� AS-BUILT EDGE OF PAVEMENT LINE I I \ ---722 /� I N a,N AS-BUILT CURB LINE I I/i ryI 29'RO - :120, -_ a / I >I I' Z a�Q o'er. 3 AS-BUILT SWALE TOP BTOE r /) Detl catio R I I I i u +� Q 3 LO r cf 121 16 122 - - I O C AB I e tbn ev 124.19 AB 24.13 24 I _--_-25.10 _-- 125 15 -- - - __f 00 Q -Pnvate-Steered Dfv,STA- ST2 (14 \ \ / Izs 17 Iza.Sl 1 r _ Prr e e �f e Er-17s37 ---- Intersection I i � ' Private D --` w� ` /�4 lard V -------_ __ - -- -ve A,STA- W.W ry Vat S est Aisle,TA=3+05.95 n ` 1 PPavement .9 - - PrivateShare sle 30W0A0-, _1_ Exsr/h OmeAAe CZ / \ li 3 __-__-i_� - __�_;-17369 / EL=17A76 IK=/1G71 EC=/1J36 EL=/2J38 EL=11S37 EL=11J84 1' 1 ^' 1 /J Ex. L)o/no e 1 �` 8 K=12C15 EL=17403 - v EosemealperAEN r N re AccesrEoremenhby dociime¢J_ _ __E hg46'PovemenJ / l J - ryh // I c4oidedundAFN 101706,r0B7J1 Q'TOCBJ I L 6 1 Iw -(fir-- - 3 - °- -- - - 13eB �II '< ` i 1 E�/"a,W/=17071 1 W 3 dent2ceb'und by documenliecoiderJr, -_-___-___-_- j33�' G III O A.E.N701706300 1Qp4 C I z AS-BUILT FRONTAGE IMPROVEMENTS PLAN 0 20' 1. ER s Fos Scale:1"=20' II 1. IQ1.6• .•.•.•.•.•.•. ---�-1 I OTe��itS�G� I 6 20g6 h1.5 MCf 8A6. , \ Bhg ONALEN 2 Total Pa 120.84i I a 8' vement 0910512026 I :.. f� I F43i2 E?Jing16'AccesrEaremenl I I• B'• \ 123. 123.63 Vertical Curb CALongiluhno/Jahlrho//be �dper WSOOIS-OJJ' 120.92A 2 123.13 a 5' Ixkedges w/CSS-/red W/AR4000onds'and •.16 AB•• `, I Size, 9'E ilhgPovemen/ IS'ExirHngPovemen/ •121.21 AB _- n 1 \ I 3.42 AB /S'FxShsgp emen/ 31'Exishng Povemenl N 2% 13' d Pavement % 2 122.17 -_-- -- __ -- __ O N N 23.32 AB `: r\. p In - O rrr � 3V 'VAi��iA�i�Ai�A��A��A�rVA��AVA.��A��A��V/�/.��/✓i✓�/i�/ �/ /i,/. 1 N r 1 121.13AB 121.16AB 121.73 -__ AB-__-__-_1__ - ` �3. - �f�/ ,�j �i 1i./�./i,/i../i,G,/i,/i,/n/,/✓,/ 3'Class B(2 lifts)r r F'ti gCub/lo be iemo✓ed/ 6"Crushed Base w m Q -N env I CD 1I --- --------- -_ -- _ 6"min.Cement Concrete I p) ova o»oPrivate u3wo»o 2"m in.Crushed Surfacing Shared m Top Course,compacted a w Private Shared Drive A \ to 95%Density Ityp) Shared Private Drive - Drive ---- Local Speed 20 ess Design 1p70t 3 mph' Sta:31+70 to 5' 3 I __ _ _ � scale:r�s' � g 00 I SCALE:1" 10' I I I PRIVATE SHARED DRIVE/ NOTE:All ramps to be compliant w PRIVATE DRIVE INTERSECTION with ADA Standards. 1 C: M� I 1 ------ ---- ------ <z 0 P¢ ax .0 Q a Z J 1 I `m CL y O s 4iz I I AB g o ZZ LU 1I I I � 140 140 Infers clion Intersection 120.95IAB W st Aisle A=3+05.95 Private Shared Drive STA=30 5.49 z O Private S.red Dive STA=30+00.00 Private Drive A STA=8+00.1 10 rc O 141.16 B 1 AB 121. AB 130 - 130 a I .80 I I j 1 I I I _;i ExishngS oce 1 w --------------------------------------- WEST AISLE/PRIVATE SHARED SCALE:I-10' - Q - DRIVE INTERSECTION NOTE:All ramps to be compliant With ADA Standards. 120 - 120 _j Z E J J O a v C ; ILL EF.racea p Rm=/2380 a J 110 - 110 O m m Q a Q a Q u 100 100 C 29+90 30+00 31+00 32+00 33+00 33+84 PRIVATE SHARED DRIVE-PROFILE SCALE:Horzl"=20' (2:1)Ved 1^=10' RECORD DRAWING AUGUST 2026 E CONSTRUCTION DRAWING APPROVAL AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT SHEET CALL AT LEAST 2 THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS RECORD DRAWINGS.THE HIS P AN SHEET HAS BEEN REVIEWED AND APPROVED at C2 A C8 PER THE CONDITIONS ON THE TITLE SHEEr. CJ LV BUSINESS DAYS THESE RECORD DRAWINGS ARE SUBMITTED FOR REVIEW A TRUE COPY OF THE CITY OF LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THE SHEET ASSUMES FULL ARLINGTON APPROVED CONSTRUCTION PLANS NE FOR APPROVAL ON DATE:5/05/2026. AND I,,COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY; 22x34 BEFORE YOU DIG BY: 7atrteYX fCBIG� DATE:08-14-2026 DEVELOPMENT SERVICES MANAGER 1 800 424 5555 BY:PROFESSIONAL ENGINEER/SURVEYOR DATE: OS OS/2026 CITY ENGINEER DATE: LL��j THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 11,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. __�__-__ EIO JIoim�in 9e -____-__ I i emen/gerA.FN I W c Z,•95+ 2BIOJ7 VV o 0 U ° Sta1' cks - Z '/{ 3105A v PA LLI u Ex 10L JewerEl emen/by Rl l C0 ,\, I documen/recordedund AF.N Proposed 5 ft Sidewalk ---- __ - ___ I Z N W _ 201B030R SSB t6 - oNo V 11 b 9 9 > = NQ^IN d P ° . P.op setl 5`Sid alk° b ' ' s&d 5'$idewalk ' ° av . II Truncated Dom a I 10 .. LO 120� 120 " Icro all A 3 120 ss"_. ss n9sl DA 6 LID Flow ihru Curb fo penn't I� � wa er Passagessage to�wale JJP-Ex1 '� ss -s:=--n_=-�+'---.s-- _° -__-_ _ _ __ __-__ JJMN�FX2 -- Pro d 25' ---JB" har- / s S J 3 __-__-__-_ w ad nl - n_ West isle P. ens - Saw Cur Line' ewal d u A.F.K _ C2 S le removetl,curb not Paveme Exirhh 30 Acceu Eosemenhb P� �� I hg i Proposed 25' I � .sgavel k antl e�rin9 701706300752d y �Q rec Pavemen} 8 +� _ T�- _ - � 7___._ ent J-__-__-__-__-__ Q I pa e I __- ______ _-_ -__-_ _- n in sue.. _ M r� M m 120 _ r�r�-a_�, Z L7 JJMN"b West Aisl,STA-200-00.2 S8"-S. L2 ------------------------------ 49 4B'=Monha/e Entrance,STA=200+00.00 qg^_Saddle Manhole Fx./Jpeimanenloccerr easement i ------------------ J '12222 190 +120 120 iM Monum er COA R-130 I ______ __________ I. ____-_war low --- __________nPer_9_ _p Ex.30/n F reu RoadB numen ___________ r Intc{rsectlon g ss g A-FV.-B91h'IA9555------ Mud 0./0V ernes LLC --- E.IScu18!//earemen/per BJPrecoNedunder207107165005 S Scale:U 40 310S11_002_W_0 We r Aisle,STA=3+05.95 U/UNetover ociou andunder Emergency overflow ` r Prrvhte shared Drive,STA=30+00.00 0 2 0 I � Ex.30/gren,E reu Road 74/52041h SINE -bydacumenlrec,VS29_er pant.Site stormwater design eUlAHlet Easement Ading/a2 WA 98223 L------- geNza4ouds ---------e-s 100%inllltratio,,.-- -- ----------- ---------------- -------------- ----------J "�D�� Q o I T- , Ex.12/e17p.conshuc9an eatemenlperRfPrec dund 102/O7/CS00J �� Q ----------- -- -- -- -- -- -- -- -- ------------------------------ -------------------------------- _ 6 ----------- u WEST AISLE PLAN •SAWCUT NOTE: ��-I��EOF A�;uy'STF Neat line cut,clean heat and tack edges with Sealer CSS-1 and Seal with AR4000 and sand.Saw - Er@hhg3o Access£semen) cu}shall be 1-f}minimum inside the existing edge h - ------4'�A oompl onr Flow ihru Curb uD How Thm Curb,last o.C. of pavement.4-ft minimum paved section - O c osswalk ramp s' c/L s' required.Feasible saw cut location shown on plans. - - - -- - _ 4v 4B onno soidud I �, -,i,� �1 F1')T IISltlewalk - < l- l "�III Ul 204 JJ N 103+0y43 300'U 110c"I Exbti gxithhg Pven ° 123 1 23`r1 AB 12A 10 Ai$ a a' /E/81N/h=0➢.6P I eSS1 12s'Proposed Pavement 125ProPosetl Pavem nt >. / ' 124.03A 124.30 AB . O ONAL 2� }_Mm A� - -_ 00 £01 0810512026 6 LID FI ih Curb to pensGf A -�4�Y�� i��i��i,✓i�,✓i�/i�✓�/i�/iF/i�/i��,��/T,%i;✓�/i�/i�/ .!�ii�////✓�ci��iA/� - r%�� mrshdSurfa Surfacing Ex_30 A--LfI-_e_n/pe__�_°pO ll'Eaubhg Type Int sectio nCompacted ro95% West Aisle BJPreded und E,STA=103+09 CRequlr ) 6 min. emen�oncrste(}YPI 20210716505 STA-7+00,00 nm'n.2"Crushed Base Course @ON NON lOB West Aisle .. U Local Access)'Public Road -----+-____------------ �- ,' °.`.i Wmgog Q Design speed 20 mph' -------- - �Fi oiv Sta:3+30ro 6+50 ROAD HORIZONTAL CURVE TABLE I ----_ r I I J a m z z z z scale:)"=s wuZ O000- Curve# P.I. Radius Arch Length Delta P.C. P.T. Tangent 0.< ¢>»> a U��u� rQ Cl 3+16.46 165.00 48.24 Ne 40'12.16'W 2+92.17 3+40.40 24.291 C2 2168.231 165.00 148.24 1 N4e40'12.laW 2+43.93 2+92.17 1 24.291 3 a 50 50 M Nz us 0 a¢ ¢x Inters Pcilon Intersecfio 1 C 3 a I West Aisle A=4+99.92 West Aisle STA= 05.95 •` `o z 140 - Entrance ST =200+00.00 Private Shared Drive S A=30+00.0040 Q rn Q <2 m W PVI= 0 N EL=121.0021.002 O +- Len=100.0' + n 13 �� K=23.12 °' o 3D 0 `Z r E'h 9 End of Proposed >w _ E sQ 0 � 1 6 ry N Pavement Design Surface to folio existing S U In ground at centerline >w >w = �I 4.33� Design Surface p --�Z% Z 120 - U� 12"DI Wafer Main - 20 O Q 12"DI W ter Main �ll J 204 LF8 PVC - _ kJ ¢ IV, CL P-Ex3 SSP-Ex3-a 381 LF8"P C 5=0.011 W J SSP i10 10 Q 3 t JJMN-FrJ SSMH-1 JJMN-FX1 _ U N 49"M11h11e Jo%dLid 48"Saddle Manhole Solid 4B'Manhole JoldLid J m WW WerlAh/e 6199981d P'F/j Wesr Aisle 4+14.8018.9'R1] Wes/A�3sS20,1125'R/j 10 Rim=/247B Rim=+�,e+12117A6 rem=12[41 00 3 H 1E1BN/1n=11521 IE Is'NI m�;a-sF 114.66 AB lE/B N/m=na 12 J u IE 8"E In 1+trbF 114.75 All /E B"J ou/=1/407 d /E/B"J/oW=/IS II IE(a out-+H,51-114.66AB 3 9 is - E fn Q Q ¢" 7+20 7+00 6+00 5+00 4+00 3+00 2+00 1+35 K WEST AISLE-PROFILE SC A I2:11 ven r•=1o' T AS-BUILT LEGEND N _ S so AS STORM LINE RECORD DRAWING AUGUST 2026 ❑ LT:TO R ORM CATCHBASIN v AS-BUILT SEWER LINE AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT > Q AS-BUILT SEWER MANHOLE THESE RECORD DRAWINGS ARE SUBMITTED FOR REVIEW A TRUE COPY OF THE CITY OF ARLINGTON APPROVED CONSTRUCTION PLANS N FOR APPROVAL ON DATE:5/05/2026. FEI HIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS RECORD DRAWINGS.THE w AS-BUILT WATER LINE NSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THE SHEET ASSUMES FULL CONSTRUCTION DRAWING APPROVAL o -�EB � AS-BUILT WATER HYDRANT,METER,VALVE SHEET BY:PROFESSIONAL ENGINEER/SURVEYOR DATE: OS/05/2026 AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED �� C24 CALL AT LEAST 2 AS-BUILT EDGE OF PAVEMENT LINE .s ��//�� G BUSINESS DAYS AS-BUILT CURB LINE lop YENLBYx �81419 DATE:OS-14-2026 PER THE CONDITIONS ON THE TITLE SHEET. of BEFORE YOU DIG CITY ENGINEER 22x34 o BY: N AS-BUILT SWALE TOP BTOE 1-800-424-5555 � - DEVELOPMENT SERVICES MANAGER DATE: i THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 A PORTION OF SECTION 11,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. AS-BUILT LEGEND H so -BUILT STORM LINE yyy,I L L �yI ❑ AS-BUILT STORM CATCHBASIN d --V --- --- I �\ -i24 AS-BUILT SEWER LINE FIRE LANE Q F d a ssld w$ik y / g ♦ ---------- .� N 12a s .-. O AS BUILT SEWER MANHOLE I� rhI �. I Lot 14 Lot 49 ep / O w NO PARKING I ---- ----- B > I M w AS BUILT WATER LINE I II ttl ry ° TOW AWAY �� -- J c� -1-[B p4 AS-BUILT WATER HYDRANT,METER,VALVE t -- I / �r I �I' - ZONE t Rlo' / I ed Rzo' TY � ®I \I a c^N AS-BUILT EDGE OF PAVEMENT LINE I U'Ji Pn ate Dr ,STA=9 90.24 AS-BUILT CURB LINE II Imo- a'S'SAiewalk E ran 200+8 W 1 �E U E � Split u � 01- R20' v ' >Q 3� __ PvateDriveA_�_- AS-BUILT S WALE TOP&TOE Fe ve21'meT Pavement--_ ----20•Pavement / M ec I Q 10 h i RII SSP-5 _ _ _ _ L �F _� /III fe ared TA=8+00.00+85.49 H NO PARKING j ---- - Mannole ---- - - ---- --- - a `-- i 00 00Q FIRE LANE DETAILI i 124 R / In rsection smH3 Tre}d 9 ., a8-Man 1 I j IIt TA 10+59.43 8^_Manhole 37t 0 f --Proposed Fire dram Intersection .. Pose Y DwThmC \ ` P'ate Alley,STA= + p' , Y• Prlvafe Dr ve A STA=8+91.08 *� 1 22 II I Private Alley,STA 15+00.00 13 y ^i 1 tlirearetl to L P Pol w, `v 2' entl W:� I J I q 1 4 e - n_ _ L \ I I /�� `o `0 0 0 o `o `o c�,i 3 a `0 ' 121.15 AB \ Is\�If i III 77 - R:1:.•-i.:.o 3 I ; e` \\\\�. -.O O 14832 I I I tjN I I� ry`�__:•::: � III `ss \� O � o I 845 0+4 0 C7 121.24 11 I 124 124 124 � 3 I I 122 122_ I I ,r I EntlaClCe-- j �,__ 3 a8 saddle Mannole _ __- --- a -_ -_ _ _ -_ ---- --- - -- --- I Izo I II e �uvz oFP. 5 J -- _ --- est Aisle Inerset Ion r�� o \ Z.i120.-_120---�\ West Aisle,STA=4+99-92 / / i I OFS ONGST64'-pNG?4' 11I I PRIVATE DRIVE A&ENTRANCE PLAN / 0 20' 40' 0810512026 ' _72 AB Scale:I"=20' +2F20 [g/uo/Jaintshd/ 1WARW"WdO d.J3 I 121 Flow-thm Curb C/L 5' Tockedg"w/CSS-I sea/W/AR4p%O ondsond 13 F00 / a a o Biocell �Sidewalk� C/L 5' I 1210,Bo w 121.63 AB per Plan Vertical Curb 2-ft Concrete Sidewalk Nh Ribbon Vert cal Curb O O i 1 121 B 's I AB 12.5'Proposed Pavement 12.5'Proposetl Pavement �% TownhomeIn n 2% "�///j/�/ Founda}'on IR-10.0'Proposed Pavement 12�0'Proposed Pavement 2% N N �k O \ \\ \ 0 z\\\rd\/C\m'sned surfadn 1 Driveway scALE:r'=10 � g SOUTHWEST INTERSECTION 3"Class B I2 Lifts) op Cou e,Compacted 3'Class B 2 Ltts 2"min.Crushed Surfacing J m z z z z 4"Crushed Base to 95%Densily t I I g 6"min.cement o'nperete t Private Drive A 4'Crushed Bose To Course,Compacted w u 0 0 0 O d Entrance OR p) Pu 3 w ti ti Local Access Local Access OR to,95%Density(typ) O i<�1 1 7 j m 1-I/2'Class B HMA <w w Design Speed 20 mph' 2"ATB Design Speed 20 mph' 1-1/2"Class B HMA 6"mn.Cement Concrete Ityp) a U 0 u rr Q NOTE:All Standards. romps}a s. compliant Sta:200+00 to 200+90 4"Cmshetl Rock Base St,:8+00 to 11+20 2.ATB p Scale:1"=5' Scale:I'�5' 4-Crushed Rock Base with ADA S}dndards. 3 140 40 m Intersection 8 PVT=8+54M o w Intersection Intersection Private Drive A STA=10+59A3 EL=123.550 Private Alley[A=21+60.31 Privet Drive A STA+89.00 Privet Drive A STA15+0.08 m_ Len=20.0' m e0 W En}r nce STA=200+g9.00 Privet Alley STA=IS+00.00 K=5.22 � d w j w Low Point O < J Sta=8+20.00 8 n } °�`¢ W 1 ++ s1L-gt3g E1=122.65 30 < O ± 0 5 EL=122.585 m .R >w Design Ground 11 w Len=20.0' m 5"' ` O Z .K=375 U Q rn a c ---- -- _ a > OJb% - 0 0 -1.09% 50% 100% __---___---_.._---_ _ ------------ ------ __-- -0.50% _Q _ _ <ui 2m Z 12 20 `m o -So-11 m F Z Eisfinvso��-e 67 LF 8"PVC 5=0.005 101 LF8"PVC 5-0005 O t 66.90 All - SSP-3 -00051 101.47 As SSP-5 -0.0045 AB y w 4i O Q E �W CL LU 11 -r- 10 = `� J 48"Manhole Solid Lid 48"Manhole Solid Lid 48"Manhole Solid L' 0 Private Drive A 10+54.66-26 Ltl Private Drive A 9+87 53[-3 6'Lt] Private Drive A 8+86.92[2-5'Ltl Q Rim=+2, 123.31 AB Rim=249. 12304 AB Rim=+2343123.57AB o IE 18"E in=+i5-54115.72 AB IE 18"Ni in=+TS-}'115.29 A8 IE 8"Ei in=H-_ 1,1,1.84 AB rc W IE IS"N)In=++534115.72 All IE(8"SI in=✓-FS+-3-I15.29 AB IE(8"S)In=++5-7-3-115.84 AB a IE S S)out--++594115.63 AB IE 18"W)out=++5-, 115.19 AB IF(8"N)out=+F5:63115.75 All ¢ �/ 00 Q H Cs w 11+77 11+00 10+00 9+00 8+00 7+50 ; PRIVATE DRIVE A-PROFILE SCALE:Hoz1"20' (z:p Vert r�10' U Q' 0 J J °J CL Infers clion Intersection 3 Q West Aisle A=4+99.92 Entrance STA=200+g.00 8 O Z Entrance ST =200+p0.Op Private Drive A STA=9+0.24 130 80 �w 130 RECORD UILT DRAWING O `AUGOWLE ACKNOWLEDGMENT Design Ground p Z Z.00% THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS RECORD DRAWINGS.THE Q o d 2.42% LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THE SHEET ASSUMES FULL m LU ------------- 2. ---- - - ---- -------- --- AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. Q--------------- w 120 "- 120 BY: _�tLiYGbY�C .�1' DATE:08-14-2026 Lid ssPa CITY ENGINEER Fs�9ruo�e O 00 o 77.49 AB -]-7-LF 8"PVC S=BOB6 0.0057 AB v 110 _ 110 THESE RECORD DRAWINGS ARE SUBMITTED FOR REVIEW A TRUE COPY OF THE CITY OF = 1e Mannole Solid ARLINGTON APPROVED CONSTRUCTION PLANS NE FOR APPROVAL ON DATE:5/05/2026. Entrance 200+08.89 15.1'Rt Rim=+9te+121,17 All BY:PROFESSIONAL ENGINEER/SURVEYOR DATE: 0810512026 5; in=+M-S+114.66 AS IE 18"EI In=++4G+114.75 AB E 100 IF 18"5)out=H95F 114.66 AB 100 CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 0$ o HIS PLAN SHEETHAS BEEN REVIEWED AND APPROVED I BUSINESS DAYS _ _ _ PERTHECONDITIONSON THE TITLE SHEET. C10 at C2" BEFORE YOU DIG 199+50 200+00 201+00 201+39 BY: 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER ENTRANCE-PROFILE SCALE:11-1"=20' DATE: P W D#3985 12:1)Vert 1"=10' THIS APPROVAL VALID FOR 18 MONTHS --- z A PORTION OF SECTION 11,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. r H B°Bpe C d SEE SHET Private 1' W N . I .. ... AT 0.3 } w Lot 7 I I LJ I Z r> -- - - - -- -- 124 -- - � ® S I I NN NO PARKFIRE ING a w/i >3 a ' .�. N TOW AWAY of 6 , i ! 10 ZONE a Q e Q e Q Q e oo I I �° 0 o s `o o `o `o `o `o I o `o 0 0 `a M I� a 1i� I Lot 5 1 SDCB-14 4 I II I Co _ p a CB-Type-I II C I II �I a Z NO PARKING- -- - _ __�_-____-- L-- ' Al1zs.7 e C 3^ 125.64 p 60%A FIRE LANE DETAIL Lot 4 O R20' r a J IntemecHOn _ Private Drive A,STA=8+91.08 I _ I I _ I/y II 6'Board 2. B WAS I 1.40%AB 1z5.25 en B i/i 3 Private Fce 4a" ale 2e' o ent 8 private Alle I 8 --_�-- 48°-m nhola I 3 ° u I� Lot 3 mr�s 125.3 AS � O - --- -- a I� � --- �o DCO 1 3 S' Cleanouf I- ry _ ,25.71 A 1.20% B 125]�4B s Lot 2 I , I I; o v�i h I s� w -lam E°F AsyyLc T��, Lot l / A Ir-- o /�� 0 0 0 0 0 0 0 0 0 0 ' PRIVATE ALLEY PLAN-STA 15+00 TO 18+30 0 20 40 I Scale:I"=2o' PRIVATE ALLEY EAST INTERSECTION SCALE:I°=10' ssioNn EN 2on97wm i�m�snaree 0810512026 - --------------- ---- -� p teo/edM WSDOT.f-03.3 C/L Taak edger w/Cssv tea/ _ W/Ak✓OOO ondtand _I _i �T at aoa Concrete Ribbon Concrete Ribbon 37,2301f Townhome Townhome 4, Found 2%'Proposed Pavement Foundation O N anon 12.5'Proposed Pavement 12.5 a _ N __ 124.30 AS 0' 1'Dnvewa\/ \,\ \ \ \ \ \\•�/ ��\��/�\/ way g t C ��ff 3"Class 2 B Lift,) 6 a �' 4"C ushe�Base w m O C ,23 5AB Private Alley OR __�_ 3.07 AB_ .<0%AB Local Access J O m Z Z Z Z Design Speetl 20 mph• I-1/2'Class B HMA w u 3, 0000 Sta:15+00 to 18+30 2"ATB U 3 w a - LLLJJJ 4"Crushed Rock Base 4. 40:62 AB .20%A d U Q QQ Q 123.29 A '.3�B 124.1 AB Scale:1"=5' ce 124.51 AS o.60%AB 1124.54 n I ° WO 4 ° O� Lot 7 O P Q 00 ENTRANCE/PRIVATE DRIVE A INTERSECTION SCALE:1=10' c o O oz AB 124.91 A Q m Q 123.86 A m 7.66%AB 14U 140 Q= � Infers coon Q m 124, AS ° Pnva}e Alley TA=15+00.00 z 3 Lo 123.96 AB - 30%Ae 124.74 AS Private Dnve STA=B 91.08 O O O° < a 8a 8 f Q 8� o £z to AS 130 - Tg _ 130 RI 4 Design Ground >N - r �Y1 N �g > >N � ^w d d e 2.00% 0.91% _ 0,50% 0.50% -__ - - - - --0-. - 0.50% ______________ OU) 0 JL a _ ______ ___ - - 12 DI Water a < H i D o _ ^120 12t = IL _ SSpm6VC - _ _ 1 W D T ¢ Q 265.66 AB�66 LF 8"PVC S-BBBB I ��Z . 0.0076 AS SDCB.172 SDCO`4] --�Ff1 Z te Q S'Manhole H-5 16'W11n-1f F209F>VxxxPipu.A Rf] j M H ------ 110 Pr ate Alley 14��9]L3314.0'Rfl EaBtN o6utd2=2A72AB199 AB Eimo=+35:Bi-Yxxx7+rx AS 46,88 I108B 5$ �_-_ _--_--- �� 11mD Q --1� MH-6 f.J 2 J 4 Manh le Solid Li ff1 / \ N IL RI =}23 123.57 AS R�ma=+ 125.O6 A8 110]'Rtl '0 J P } IE 18"W1 out=+F]Ff 117.87 AB 3 W IE 8"E1 in�+5]-3115.84 AB (p J D c a a IE 8' in=+`L] 115.84AB a 100 a - 115 75 AS 100 O Q a $-A Lu 14+50 15+00 16+00 17+00 18+00 18+50 o Q a" PRIVATEALLEY-PROFILE SCALE:HoaV 20' m 1 124.00 A (2:I)Vert 1"10' U Lid 124.03A 24.05 B RECORD DRAWING AUGUST 2026 0 a AS-BUILT LEGEND AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT n m _ THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS RECORD DRAWINGS.THE so AS-BUILT STORM LINE S = Q LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THE SHEET ASSUMES FULL ❑ AS-BUILT STORM CATCHBASIN AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. 124.11 A 1.W%AS 24.16 1 ss AS-BUILT SEWER LINE BY: ,./ N V �,�y DATE:08-14-2026 "= R AS-BUILT SEWER MANHOLE ENGINEER ✓ PRIVATE DRIVE A SOUTH INTERSECTION SCALE:110' CITY ENGINEEREER (�g w AS-BUILT WATER LINE E CONSTRUCTION DRAWING APPROVAL -�® D4 AS-BUILT WATER HYDRANT,METER,VALVE SHEEP CALL AT LEAST 2 AS-BUILT EDGE OF PAVEMENT LINE HIS PLAN SHEEP HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS AS-BUILT CURB LINE THESE RECORD DRAWINGS ARE SUBMITTED FOR REVIEW A TRUE COPY OF THE CITYOF PER THE CONDITIONS ON THE TITLESHEE. Cl of CZ4 ARLINGTON APPROVED CONSTRUCTION PLAN NP FOR APPROVAL ON DATE:5/05/2026. BY: 22x34 BEFORE YOU DIG AS-BUILT SWALE TOP&TOE DEVELOPMENT SERVICES MANAGER 1-800-424-5555 BY:PROFESSIONAL ENGINEER/SURVEYOR DATE:0810512026 DATE: PWD#3985 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. AS-BUILT LEGEND so AS-BUILT STORM LINE ❑ AS-BUILT STORM CATCHBASIN AS-BUILT SEWER LINE li I I y 0 0 0 `o o = 0 \ 0 0 0 0 o I 'n ss Lot 12 II V AS-BUILT SEWER MANHOLE l I \ O LD w AS-BUILT WATER LINE I \ II \ Z Cl) tB N AS-BUILT WATER HYDRANT,METER,VALVE aD n AS-BUILT EDGE OF PAVEMENT LINE I I O a N I I I Proposed AS-BUILT CURB LINE � I Lot 11 II i 10' Fire Hydrant // I' II \� = N'P dir AS-BUILT SWALE TOP&TOE t§ [ I _ _ •O . Q 9 N RI 11 Inrer,eaHq L i--o -- -=- =----- -- ------ - --- -- --- - --------- ----------- - 'I o LO Pnvate Dr ve A,STA I+$9,43 Pnvate Alley,STA 21+ II 1I 1�'I1 i X 03 1 MH-4 I I II I I IIIlI I p .0 25'Pa 1 Lot 10 C<M 4 O s Pivte 11 OD Q t 23 Lot 9WNW R20' =J T 6'Board y Fen- Lot 8 N 0 0 0 0 0 ` 20 -FO I 124 I p [e W ' I II i Entrance titi _ - --- - --` `---` -- ° ---- - - ----- -- z 31s r�eAlle ��Earw F I EE 'I -"--"' •• '° I ee }p�a roflle-STA15+0 VJ Ll lJ�I �S T H $lE SEE SHEET P,iv ll • � n O o�B+SOY _ o � I!-f----- r,rinfn Intl � � .5, - � _ -.- -- - I m --I � .PIS 1 I PRIVATE ALLEY PLAN-STA 18+30 TO 21+60.31 0 20' 40' Scale:1"-20' 20%A I I 124.13 A 124. L gN/ino/loin/Ao//beS-od a CA Pe/WSOOTS-0 3.Tack edges a w/CSJ/seWW/AR40�ondt� 0810512026 Concrete Ribbon 6 Townhome Concrete Ribbon Townhome Foundation 12.5'Proposed Pavement 12.5'Prot1d Pavement Foundafion 124.06 A 2% � N h \\ � 'Dn \ \/\way123.BB A3"Class B(2 LB+S)4"Crushed Base -�Private Alley Local Access /2"Class B HMA w m g g i�i 8i v Design Speed 20 mph- 2.AT' 0 m Sta:18+30 to 21+60 4"Crushed Rock Base V u Z Z Z Z Z r I Scale:1"=5' 0000 I RECORD DRAWING AUGUST 2026 D�0 r�rc rQ AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS RECORD DRAWINGS.THE 3 I LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THE SHEET ASSUMES FULL r AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. w BY: ,�LLWGBY.2C(vm�y DATE:08-14-2026 u+ -" ------------- C ITY ENGINEER C M[7 M z 00 a� O THESE RECORD DRAWINGS ARE SUBMITTED FOR REVIEW A TRUE COPY OF THE CITY OF 3 I ARLINGTON APPROVED CONSTRUCTION PLAN N FOR APPROVAL ON DATE:5/05/2026. Q o z 0 N 23.74 AB BY:PROFESSIONAL ENGINEER/SURVEYOR DATE:08/051 202 6 `a O �3 O I•ti 123.64 A 5.74E '�+AB 124.20 AB 0 9~ + ti q 12. Aea. I 00 FIRE LANE E z .20%AB s.4s a o I NO PARKING 123.63A 123.6?AB 124.17 Al AB I TOW AWAY = ZONE o N 3o PRIVATE DRIVE A NORTH INTERSECTION SCALE:1°=10' 14 InfereeaHon 40 o W rc J Pnvate Drive A STA=10+59.43 I a O Private Alley STA=21+60.31 I a �o gw 1LF 12"DI cim - I Q a 3 >- Design Ground N 30 NO PARKING- Z a a d I FIRE LANE DETAIL Q v d --- --------------- d 2. -2.00% ----------------- - - om o -0.87% - `o - ___________o __ I(/1 3 J Q 12 20 C 3 a E, 9fCe 265 LF 8'PVC S=0.009 I+ f 264.93 AB- SSP-4 -0.0097 AB O . a } o SDCB.17 I O N Cl) o Q n 11 CB Type Dm 10 LU SSMH-3 Pnvate ley 20+10.00[0.0'1 SSMH-4 W> H U 48"Manhole Solid Lid Rim 124.24 AB 48"Manhole Solid Litl a= d Q Private AIIey 21+626$[-4 9'Lt) IE(8"S) t-12W0121.95 AB Pnvate AIIey 18+97,71[30'RtI -0 M > Rim-+2336123.31 AB Rlm=+25?2125.18 AB O m IE(8"D In=++S.d4115.72 AB IE(8"W)cut-1-8 118.28 AB =' IE(8"N)i n-++5,54115.72 AS m 0 IL 1 Do E m 22+10 22+00 21+00 20+00 19+00 I8+00 PRIVATE ALLEY-PROFILE SCALE:Hors V=20' > (2:1)Ver+1°=10' E CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. C12 of C24 BEFORE YOU DIG BY: 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. AS-BUILT LEGEND _ o so AS-BUILT STORM LINE ----- L - ---- El \ W a ❑ AS-BUILT STORM CATCHBASIN -------_---- a J _ AS-BUILT STORM CLEANOUT -_^ X LTSEWERLINE - AS-BU I h _ss a / - F Z Cl) Q AS-BUILT SEWER MANHOLE _ -T� /\ /^ �� - \� -- `- -/� N w AS-BUILT WATER LINE -- ----------_-__ $ � ��'. - � /--�/ \ a ❑PN h AS-BUILT WATER HYDRANT,METER,VALVE ..................... -- ---_ ---__----_- ��_ V 6 c'o --_ ---\ ------- -------_ - - ��_. W 6 - --- --- \ edr --___126-----AmuoSR 9rerhrc/edhemEor ae brmen/ State -------- - E.7sro1 00 _- Q ---- --- L1 124- \ kj -k---c-/ k _ 241124- _ 6'Tall Board \\�-// '� \�) \ � z j L-ml _�-__- _ _ __ _ _ L4 rFennce �I 130 Is — — — Lot 26 +�- `_ ------ -- --- --- --- -__ -__ -__ - ----- - - / ` a _ _ AB _ �1 M�__IIIII� IIIF IIIIIr Jlplyplr IIIIIIIBr` ' - - - - j _ 0 tl "AB CO Lot 61 A C7 L�\V A II 1ot25 Isl, - c�Typel s i4 � � � �m -�m � � � \\� � �T Lot 37 Lot 48 I II Loi 60 �L I , Lot24 1 it I `' s, Lot 36 Lot47 _ - = R - o Lot 23 �'1 Lot 59 r' /soneoch aE..zs.I l d I � E El' 1 taiPo�rrry. I cow Aow i Lot 35 3 RN.940//AVH _ \1 ivy \ i A\ I A Lot46 v ooa Lot58 -- e e e e o 0 o I� mmNCc�I9k - 728-- I II /� Lot 22 I I IA. A,' �alovr9/o1/1or9/ `ssaze p,NFAVI 0 Op Lot 34 I e.1s A c E &br: I Lot45 1 1I I Lot 57 docu / .ded nd j� /� n• 1. I I Lot 21 ] 1 at A.FN 17063007s1 / I �' II -\ I A II 08/05/2026 1 1 z2 -- 1 ooloz I v Lot33 trod 61r I -}}Ir-,vnfrrro'ofine�Oum 3v'I f Lot44 a egie l-di II �;, Q n/mew,ffi J �I \ y y I( - }---- _ - - form n s a d Lot 56 \� I ABCoI cony y ' I•. TractC / - o'oymeswUi 66,890sf/ ;�� tcoor oeN,2,by - -- - - es41 ♦ \ I I / N Loi20 I - D-12n - 82a _ -IJABCdpr SDce B SD-12a -;tl I I B• alos-�l-orl-ov U m o \ I I I II I a CB-b1.-1 bble a Lot 43 ,� I RPrMin lon rlc Q / / t Q N --Bubble Up CB I 7413141h J/NE I ) B ltl gD�ArTcr�llecron ri '�— I \II II lI / II fi�gg.. I Lot 19 I ( pt mcompo dof perf.r � �'.�.II Angry WA 9B713 •.'�/ Lo}31 �ean drai a vh 'I f7 I i�i di v Lot 42 avI i Lot18 � as �1 / �I� / I 1 u3w0000� m� dl I l o I I - y ..� oi� »a »� auoo��-o,a Lot41 16+00. clb Llo}53 I� •�t 1 // BUItlng8ron Collection I I / \. - 'n'a 0 1 I sedeor I Lo129 1 J Pe Pe and bock F / rn klean arc k.BMP :t Lot 40 1 of 52 _ 'I _ _ w I LO}16 TS.IOA 1NP) �� '• it oo I� �) g eiirennon c s -��i 'dolS� a - - - - - ---- -- rip / I I ency Lot 39 'I � Ex.30 Ac euEoremenh / I M Z� vertlow 1 Lot 51 I _ -_- Ex.6'Pedesfion Acce \ / I 0 `'I brdoc menlrec e d E remen/aerAEN _ } a,x u derAFN 1v170aV,7s1 1o1do4v1o40/ -- N ¢x Q L427 �r - A vJ' �' �� 'I/' .0 �p J Lot 38 1 1 Loi\50 7,-- --__---_--_- L --_--__ - I /•' ` `e z >� I ' Lot 14 i • I - Q m� > 1\ 310s11-003-031-X (l \- _ I.� �l AB C� _ -i24- Ong_ - _��lza=- - T- - -—7 '. Q2 Cr1MV6rhnenb QC ( / W 74r9704/hS/NE i Ia Spfr-Rail I I r-II rya �O I BCO Lot 49 /�' 11 duo I ters di y e O A�glon,WA 98773 ) \ Fence I r i J i A ++ � hQ �- 0 / Abed �rE JwmoronageEosemem } F I O LU na ce. TA zoo �0001 } f a r_ AF.N 1------vR2f57 / r 0 r to s m 1 / z4' v col ` N AO d u /.ec e d Tact •�.. I r I - a � " i - - I f� �71 O 0//0 F �o LU -° -i 1 0_Pl'Y`VatC- �, I 9��_— b- J underA.EN zv g•g sp Inimsec Ion Z \ III Pmat Drive A,"TA- } Trot 99 l� AB CO s: I Pit a}e Alley STA=21+(131 37, f „s 1 In rs+91 08 3 +91.oa / r 'a2 �T / I I '� I� � I I ;I Private Iley,STA 15+00.00 -j / i� IJ o,.•I a w / 2 I �1 ✓ IW I` \ \ 11' o Q �17L \ I a O _ N / E.10'Jloima ho Eoss'7 I - Z k v 9 Posed Dr O Bioretention Cell - r p/1018Qt090ss7 j\ Ij Broretention Cell 9 all,Collecforf sysre O LIF_ --- _ o posed of pert p pe and backfilled 16 12 :y 3 n _ � I C 124 t �l _ x^, ^ i - - _ _ f r lean dre�n rock BMP 22 �5 OA f( C16 C16 F m rgency - ��24-__ t \ 2.\ roP o/4 ' J.' I I —_ Ll U w 204}h St'1 ST�zO'09 F J m Q , _QEPN t Aisle I 8 202s o ,I _L I� �\ we�r,p Ie, _ oo.00 a - c 3 n T .70 _ w oetl�conon O n o I I _---- _ E.3v'AkeuEosemen� - --- --- -- ----`- _ 0 �nN N I '�9 uEg eu ROod&Ulrr 120 - - 720 �,�120 - ice_____-_- -__-__ r E. rosr �r - I _-- - -=1ep�-- - ---- aelsrPrecreduneer o v) m m v n andundey<bytla,<'rn/ _________-_ __�__-__-__-_ NI =li _ _ o�ec'°c AoodeunmerE.remen/ - - _---- --_- - zolio7ips00S ;F deduna PAFf.'N 1oKPs13QS1Q_ - \ --- / _ -- ----�ry°-------i -- _ - - _ I --__ p A.E.N 89111005Sf Q J 3rasr-t-0v3-04z-av \ 1 / I n,\ kmergency O�ernow kre. --__-__ sr:em u an ronac �° I -- Bio eret ao w Ter:heel now o-o �� oze/Ave. I I I \ / l \ _ n P Patl _ IMerseelfon -__ acceP Ex./s'cuJ86// Z¢ q \R - \ -att as tt edsor.arer rt BSP \ i % _ I\�' I DO WA P9223 I ( `' \ l/\ \\J/ -- --�_ -_-- -_ West Aisle,STA-4+99.92 Pr'°b €i ace_CIS-I recce d', toll .�\r�` �7 I \ Y I / 1 L l J/ • r p trance,-STA=Zoo+m.4o_--- - E./z'�P.con hollwn eareme„/per ------,I \ / E.30'AcceuE emenN ` \ ,' `�-----I a, I F O Q J L] r N / o \ \ o eE,rs'Pem onenlocceu ------_- ------d--ndzazlana a s / N o I / l ` emen/Pe�BJPrecoMed I \/ bydocumenliecorsfed \ \ e ------ -------- and A.E,N1vO063007sz v,` v E n end 1ollonAsoos vn L � �I O AS-BUILT STORMWATER MANAGEMENT OVERVIEW PLAN 0 30' Scale:1"=30' ' RECORD DRAWING AUGUST 2026 E CONSTRUCTION DRAWING APPROVAL SHEET AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED 1 1 CALL AT LEAST 2 THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS RECORD DRAWINGS.THE PER THE CONDITIONS ON THETITLE SHEET. C 1 4 at C24 BUSINESS DAYS LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THE SHEET ASSUMES FULL THESE RECORD DRAWINGS ARE SUBMITTED FOR REVIEW A TRUE COPY OF THE CITY OF AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY: z2x3a BEFORE YOU DIG ARLINGTON APPROVED CONSTRUCTION PLAN N FOR APPROVAL ON DATE:5/05/2026. DEVELOPMENT SERVICES MANAGER 1-800-424-5555 BY: lx KeG� DATE: 08-14-2026 BY:PROFESSIONAL ENGINEER/SURVEYOR DATE:OS/OS/2026 CITY ENGINEERGINEER DATE PWD#3985 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 11,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. AS-BUILT LEGEND hI N so AS-BUILTSTORM LINE I //-i i \I - - - - �. E ❑ AS-BUILT STORM CATCHBASIN i Lot 9 (� - lIVBjE AAlAS-BUILT SEWER LINEAS-BUILT SE WER MANHOLE /7"A II I TI - �� -AS-BUILT WATER LINE I v I - s Z M BE Z AS-BUILT WATER HYDRANT,METER,VALVE I I I -- ---- II C-4 I Lot 8 211 _,I I O Off.cN 1 11 I �. NQa �I / ° i o 'i= // II /I V o'o e 4 I' s 07 ] / SDSPA I O 2 M M r /' N I. I 2 ao-rr / Ir'-sr d SD-12n I N o o +/ oD Q III Enk'an 17 I n pipe 76.73 LF SD AB I 15 - [ __ _ _ __-.r I SDC- \ 5=0.0275 AB I I - --- _ j J - T- S CB I I I -iYp I// 'vI Lot '_0 ODD 0 O O i __124 ® 0H 3 I 3 I q ryb a I SDCB-1 /I- 3 I 6 z Lot 6 -,u CB-Type-1 Bubble Up i I I � M e v v e v I v o 0 0 0 0 o N o 0 0 `o `o e Dedl ah d 1 SD-l2s f op6 w Fes; Lot �11 it 77.97 LF SD AB I II °2 �1,'II IJIgf, 5=o.0276 AB SDCB-14 I 3 I I c8 Tvpe I I 13 oeT6�V�2 60' SS�ONAIEN AS-BUILTS STORMWATER OVERFLOW PLAN AND PROFILES 08/0512026 Scale:I"=30' 150 150 NO � N N _ gve-or 140 140 argOg ,Q Jom Z Z Z Z West uuz COCO_ wu3."L Aisle auoow'"�a 130 rBio-cell not built per Design,LT cannot verify functionality of stem 130 PBio Cellar PBio Cellar 99 Design Ground CI5 99 Bio-Cell Floor Elev=123.8 AB E s/fig Sum ce r CIS __________________________ _______________ _ ___- ---- -- - --9ioteM Hoor Hewi2079A6 .4 '-- 120 0.0209AB AB 120 113.61 C N Z SDCB-181 CB Type-I SDP-14 - rn¢ fn SD-11 0.0048 AB Solid Lid.Std 45.8A db LF12'SD ai LU 55.75 AB 55 LF 12"D Private AlleYl721U.�0 [-65.8'Lr] S=B.6B5 0.0045 AB 3¢ _ ovNef III:+2B:#7,Sta:9+92.16(27 Fit Rim=123.60 120.51 AB ` O o ILL 110 120.24 AB IE 12'E 20.47 in=1 110 O m� IE(12'W[out=120.47 SDSP-11 SDCB-12 SDCB-13 SDCB-14 - 12'Standpip CBTYPe-1 Bubble UP CB Type-1 CB Type-I a= Atrium grate, Atrium grate.S}d star grafe,5tar to grafe,57d < Z Z Private Alley 0+90.901-77.0'Lt] Private Alley 20+09.48[-77.3 L Private Alley 18+32.58[-9.4'Lt] Private Alley 17+86.89[-9.1'Lt] ?� Rlm=1223514.24AB Standpipe raised to 124.24 Rim=fiPYbD123.21 AB Rim=F24-64124.65 AB Rim-124.49124.53 AB y0 Z IE(12'W[ou 121.82AB IE 112"E]in�2B.9D 119.84 AB IE 112'S1 in=122:+4112.22 AB IE(IT'N[ou122-42122.43 AB O S 4 AB 100 IEI8"NIin�26.eB119.B4AB - 100 4iO Z 988 v mg IE 112"W[ouf=119.84 a� o 98 RI W 0+00 1+00 2+00 3+00 4+00 4+37 o > OVERFLOW STORM-PROFILE > o SCALE:Horz I'�20' (2:1[Vert 1-10' O O J 11 a Length 8 Width per Plan w (min,cumulative floor area=700 sit a 100 Year storm O + 2 Fine Sand w Com ost �� p THESE RECORD DRAWINGS ARE SUBMITTED FOR REVIEW A TRUE COPY OF THE CITY OF � Lot 3 '� tl enf filter rse V Max P5501brf Re'nforcem-torequvolent ARLINGTON APPROVED CONSTRUCTION PLANS FOR APPROVAL ON DATE:5/05/2026. n H "TT OS Freeboard J o a T� �BO Cell Seed M \ �1.. -..Js l e e r r Spill d [7�5 P ar �'VIviAY BY:PROFESSIONAL ENGINEER/SURVEYOR DATE: OS/05/2026 a I Lot 2 I i\�\/\\�\/\\� i �t t %\�/�\i//\\\i/ RECORD DRAWING AUGUST 2026 \\��\\�\\\ U I vv/ vv/ vv/ 6 Grayelp]a[31 Natveorr �/ AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT C_ 0 I stI THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS RECORD DRAWINGS.THEsoils _ I I 1 LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THE SHEET ASSUMES FULL Q N a I / <\ a, o Subgrade to be scarified to a depth or of least I-ft prior to AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. Lot] / - I n gravel placement.Do no}smear surface.Contractor to Q / ir' a / consult with Geotech to ensure gravel connects with clean Bioretention Cell to consist BY: .�AFNGB'Y.2t:( DATE: 08-14-2026 13 i recessional outwash sands.further excavation may be 100 of materials specified in CITY ENGINEER �' m Is I titi access, tl sub grade backfilletl with imported clean sand. ry an gra po c16 Bioretention Cell Materials, 124 - '7y // Geotech to provide written acceptance of bloretentionsystemsll Typical Section Detail 15 fin.,..., ; ( \ Bioretention Cell Soils,composition,and v CALL AT LEAST 2 ` I atcrglfq... o-cells�L 7 7 SCALE:NTs construction of all bi g 3l :ek1a¢arxa t��av c R a. _. notvertBed,As. BUSINESS DAYS = i I I i BEFORE YOU DIG 1-800-424-5555 -- CONSTRUCTION DRAWING APPROVAL SHEET 0 THIS PLAN SHEEr HAS BEEN REVIEWED AND APPROVED C 15 C24 -_ - PER THE CONDITIONS ON THE TITLE SHEET. of ®� BY: DEVELOPMENT SERVICES MANAGER uI / DATE: PWD#3985 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H Design Criteria: Adjust grading to ensure Installation Criteria for NPGIS Infiltration Trenches Soil Retention:The duff layer and native topsoil should be retained in an undisturbed state to the maximum extent practicable.In BIORETENTION SOIL MEDIA PROCEDURE NOTE: I. Maximum length of bench is too tees from inlet sam - din d stock the duff la d to t designated,controlled area,not Two acceptable criteria for Bioretention Soil Media(BSM or CAS): flow will not be blocked g P any areas requiring gra g remove an pie yer an topsoil on si a in a2. Minimum spacing between trench outer edges is 4 feet. o (soils-L5"min below cur • Default Biorefenfion Soil Media it adjacent to ublic resources and critical areas,to be reapplied to other portions of the site where feasible. 3. Filter fabric required over the can rock nor to i 1 P PP P q P 12" opening).Erosion w Soil quality:the resulting soil should be conducive to the type of vegetation to be established.All areas subject to clearing and I Custom Bioretention Soil Min. ! backflling. � Co�c/ed di that have not been covered b surface,incorporated info a drains facility d as structural fill L ° 3' protection using fabric or q, Trenches should be constructed at the end of the 1'Min backRO I''�i Z C0 grading y impervious sudrainage y or engineers Default Bloretentlon Soil Media 29 rock. develo 1 construction. / N orslope shall,at project completion,demonstrate the following: Design Criteria for Custom Bioretention Soil Mixes Projects development Fid Fabric' C-4 • A to la }h a minimum or liter content of fen 1 d ht in lantin beds,and 5%or tter Projects which use the following requirements for the bioretention soil media 5. Avoid smearing soil surface at bottom of trench. O OD n psoi yer wi ganic ma percen ry weig p g ganic ma which prefer to create a custom Biorefenfion Soil Mix rather than BIO-SWALE Smearin be corrected b k f f II onten}jbased onaloss on'gnton}es})in turf areas,and apH from 6010 80 or matching the pH of the ong nal do not have to test the media for its saturated hydraulic conductivity using the default requirements above must demonstrate - \ Smearing by rig or too ling. 6"min >"9idor P undisturbed soil.The topsoil la hall have a minimum de th of eight inches except where free roots limit the depth of m Hance with the following \ 6. Trenches may be located under pavement'f a small {I{- 1 6"9enGe pm layer sP 9 P p Mineral A to o p g criteria using the specified test W •f //\y//\////////- yard tide n or catch bas n with to covers laced of peT/ed a',a P incorporaron of amendments needed to meet the criteria.Subsoils below the topsoil layer should be scarifed at least 4 ggregg range o percent passing method ^s' � � �\�\��,�\\ ,\0\�\� �\\�\,\\,�' the end of In hencn pe such p 2 min p� Q 3 cal inches Win some incorporation of the u material to avoid stratified la Percent Fries.A ran f 2 to 4 f the a200 sieve s ideal and pi h that overflow wouldLO rpora upper ma yens,where feasble' lines should not be above 5 t for functioning specification occur out of}he catch basin of an elevation at least Features 'a percent proper g speci cc 1'min ♦� C-`O • Planting beds must be mulched with 2 inches of organic material. according to ASTM Daz2 CEC 25 meq/100 grams of dry soil;USEPA 9081 INTERCEPT CHANNEL CROSS SECTION tie foot below that of the pavement,and in a location Integrated Flow directional gutter outlet V -6 O • Quality of compost and other materials used to meet the organic content requirements: ggrega • H between 5.5 and 7.0 which can accommodate the overflow without creating Grain Rxk which directs the flow of wafer from the A le aggregate p 9 t 1.The or a omen}for"re- oved"amendment rates can be met only u compost the com ostsignificant }t wnhillpropertiesgutters onto an adLS}able elliptical H g c ti BMP y sing comp 9 P The aggregate portion of the BSM should ngwell-graded.According to 5-8 r or Her content before and after the a drainage adverse impact o downhill or g 1 p for Biorefenfion BMP T7.30 percent organic maC M specification [ 1,ld Win the compost may dean,food biosolitls other e. ASTMDationS8tem)),wellonof Soihfor Engineering Purposes(Unified Soil saturated hydraulic conductivity test;ASTM D297415fantlartl Test rceptel/2"deep of the pavement subsisinfended event ssafuration �24"min�l primary screen. O_ 2.Compostusedin bioretentionareasshouldbe stable,mature and derived from yarddebris,wood waste,or other Classification System)),well-graded sand should have the following Method for Moisture,Ash,and Organic Matter of Peat and 'iniercexchannel'nt lathe pavement subgradein the event of system toQ organic materials that meet the intent of the organic soil amendment specification.Bland t s and manure composts can gradation coefficients: expansion joint failure. How it works CD g phosphorus compost yard p . Y[ )e Other Organic Soils) 45°Bevel 1}yp) 7. Drain rock to be I-1/2"}0 3"clean drain rock no fines). SECTION Q be re her in areas ue t hop horns than com t denied from d or Ian}waste and therefore are not allowed in Coefficient of Curve(C Cu=D2/1)60 qua)to or than a,and (a minimum every 10') ( I The Steep angle of primary Screen bioretention areas due to the bill f exporting bio-available phosphorus in effluent. • Coefficient of Curve Cc=D30 2/D60 x D70 ter than ore I to I ' 2-5 percent fines passing the 200 sieve;TMECC 04.11-A . clean RR ballast,or meet WSDOT Sftl spec 9-03.12(5) possibility o po g p p ( ( ) )Brea qua Gravel Backfill for D II "Setback Note' enables the action of iz a water to wash Z 3.The compost must also have an organic high as 3:1 fair la tangs 65%,and a carbon to nitrogen ratio below get and less than or equal below 3. Measured(inhour;))satuSTM D 24 hydraulic conductivity of less than 12 rywe s the Screen and minimize maintenance.A 4.The<arbon to wlands mrsono may be as high as 35:1 for plantings composed entirely of plants native to the Puget Sound Thea d.With compost omposttis often supplied a hough-graded unity or nchesper hofGra ASTM 2434(Standard Test Method for Z SIZING CRITERIA: All setbacks subject to geotethnital approval. fill Lowlands re ned.With compost this blend provides enough fines for adequate Permeability of Granular Soils(Constant Head))a}85% Cufb BMP TS.lOA 0.00i InflMation trench systems shall be secondary stainless steel screen keepsg1Oesee shred 30-LF 1,0000 motto d to the trench. With the e5 and Vermin out of downpipes. JCalculafetl amentlmenf rates ma be met throw h use of com tetl material meefin there h above;or other wafer retention,hydraulic conductivity within recommended range)see ompaction per ASTM D 1557(Slandartl Tesf Method s for er per p conveysy g pos g quiremen c clean,n shallensurebench Medium connects ati Wifethehe Leaf a ter secondaryt I tied}o meet}he carbon to nitro } t g below),pollutant removal capability,untl plant growth characteristics for Lgbomtory Compaction Characteristics of Soil Usin Modified organic mn arise amen gen ra io requiremen s,and not exceedin the contaminant limits g clean,native sand meeting Medium Sand gradation Screen,the Leaf Beater is ideal for Use eating design guidelines and objectives.Where existing soils meet}he Effort).Also,use en Meauring Recommended Procedures foritlentifietl in cable 224B,Testing Parameters,in WAC 173-350-220. m purely a5 a debris removing device evenaggregate gradation below,those soils may be amended rather than ASTM D 2434 When Measuring Hydraulic Conductivity for ,%cbrepe,f sled JdJ"C/n0 in Rock when rainwater is not bein collected.Implementation Options: importing mineral aggregate. Bioetention Soil Mixes. ropeg Option 1: eavenafive soil undisturbed,and roteet from com action durin construction. General Guidelinefor Mineral A re ate Gradation Design gong-term)sotaroted hydraulic condacriviry of more RooJDown poutp P 9 RR R wFour settings can be applied fo vary thethan 1 inch per hour.Note:Design saturated hydraulic 10'min House Option 1 is only applicable to sites that have the original,undisturbed soil naive to the site.This will most often be forested Sieve Size Percent Passing angle of which}he elliptical primary O 0andthat isbein IeH undisturbed in the curent t. 3/8" 100 conductivity is determined by applying the appropriate 2'm' " '�: pg proiec screen faces to adjust for various aion correction factors as explained above under V O lion 2:Amend disturbed soil according to the following procedures: 95aoo °Demm�inin Biorefenfion soil mix infiltration rate" PERSPECTIVE L sum / intensities of rainfall and amounts of P 9 9 P a10 75-90 g Expansion joint Jahp!d debris.After observing the performance H 3 a. Scarify subsoil to a depth of one foot. #40 25-40 If compost is used in creating the custom mix,it must meet all of A+hoh'on Capppe end C < b. In planting beds,place three inches of compost and till in to an eight-inch depth. a300 4-30 Cleanout as Ranch of the Leaf Beaters,the screen can be s the specifications listed below for compost. PLAN 12 e d for z c. In turf areas,place two inches of compost and till in to an eight-Inch depth. a200 2-5 /' ,t` Curb Intercept Channel Detail r Q adjusted until the best operating setting is 6 d. A Two to four inches of arborist wood chi Infiltration rates for the initial lacement of Bloretenllon C16 connections Apply p,coarse bark mulch,or compost mulch to planting beds aver final planting. P I Y SCALE:Nis Land Technologies,Inc. Length as required achieved. ¢ (Aliemahvely,disturbed soil can be amended on a site-customized manner so that it meets the soil quality criteria set forth Compost to Aggregate Ratio.Organic Matter Content Soil Media is to be within 6 to 12 Inches per hour to RoalPownspoN to meet min floor area � above,as determined by a licensed engineer,geologist landscape architect,or other person as approved by City of Cusi Exchange Capacity ensure vegetaton survival. Installation „ alingionl Compost to aggregate rate 60-65 t mineral OveF/ow The Leaf Beater®is usual) mounted pos ggrega percent ',bll Mppe lobe ured/rom Y F.RS FOS r 35 4D percent t SPECIES WGT/PERCENT SpiarnBbck aggregate, percen compost. forte Iron to/rench can be under the roof gutter,however it .yam Ear wnsyw T�, Option 3:Disturbed Soil. can be mid-mounted on a wall to make it Stock le existing to during din d replace it to planting.Stockpiled to must be amended if needed Organic matter a Capacity 8 percent t be>weight. primary Option--JorBbretentbn Cegs/Swales rYo/d CB y pi g topsoil g grading eq p prior p g. u topsoil $OII3 not verified,AB. p w/(/ll easier to access for cleaning. to meat the organic matter and depth requirements by following the procedures in option(4).Remove forest duff layer Cation Exchange Capacity l NoteEC)must be>5 TopsaY.'17"oep/h amended lu h and fopso I and stockple separately n an approved locaton prior to grad ng Cover soil and duff piles with woven m'll'equ'valenfs/100 gdry sal Note Sol mores ''PT 799 M croclover• 216s per 1000 sf a/Wrd//YP/ The Leaf Beatern range includes}else ' weed border ova)able from nurse 1 that sheds m tore t allows a'rflow meeting the above specifications tlo not have to be variants and connects with PVC and - I ryith10 amp) os ye L>--2-z✓'- metaldown es: lasted for CEC They will readily meet the minimum - \ PP <v Option 4s Import topsoil mix with n0%min depth to meet maned content. c6c. secondary Option-for Bro-rens 12"✓i�/;, .rmaa/hbendjainlr /\//� 1.For rectangular downpipes s-2'x 3 Ni6� Import topsoil nix of sufficient organic content and depth to meet the organic matter and depth requirements. Compost )needed ,//\\//\\j 2.For round downpipes-3"and 4"round. NA,.. To EN To ensure that the BSM will support healthy plant growth and roof development,contribute to biofilt ation of pollutants,and not restrict PT 769 R&R Eco-Turf Mix with Microclove 5-71bs per 10i AppoxE/ev infiltration when used in the proportions cited herein,the following E Min g compost(including cop are required. 08,10512026 NOTE:All yards,landscape areas,or disturbed areas to receive 18 inches of Compost Amended Soils Quatro Tetraploid Sheep Fescue meeting the criteria of BMP T5.13.Careful removal of 9 inches of the onsite Forest Duff**could meet Meets me definition or'composted materials'in WAC v3-35422o IJndudmg contaminant levels and other standards),avertable 18"min Fme meth this requirement if property protected and cared for duringthe Construction Process. online at http://www.ecy.wa.gov/programs/swfa/organics/soil.html Barfield Perennial Ryegrass _ q f p i PROFILE s n A110 v _ **Ignition testing of organics shall confirm that forest duff meets BMP T5.13 Specifications by an Predated of a composting facility permitted by the WA Department of Ecology.A anent list of permitted facilities is available or Min I'above Seasonal =I2B-JI independent soils lab. http://www.ecy.wa.gov/programs/swfa/com t/ Eureka II Hard Fescue p pos High Greunwaler Table - N' Note:Grading with Heavy Equipment may render this layer unsuitable. the compost product must originate a minimum of 65 percent by volume from recycled plant waste as defined in WAC 173-350-100 Microclover Geofech shall confirm trench bottom - O N a T I Feedstocks."A maximum of 35 t b volume of other approved or to as defined in WAC 173 350-100 as connect,with clean outwash sand.imported as'Type percent by pp may organic tin Infiltration benches A dSeed untl may be required to bridge connection N oP e 'T a III",including osiconsumer food waste,but not including biosolitls,may be substituted for recycled loot waste.Type II and IV ri O YP 9 P 9 Y Y P YP Serondory Optionn-forswales between hencn bottom and native sands. not Verified,AB. U 4 c+i N feedstocks shall not be used for compost going into bioretention facilities or rain gardens � U t C U k h B I2"CASdepM Soils not verified,AB. PT 870 Clean Water Services Low Grow Swale Mix ]His per 1000 sf U -0-< _ Stable(low oxygen use and CO2 generation)and mature(capable of supporting plant growth)by tests shown below.This s critical 0• ----- __-_ n Ianipa<<eppnoboferenronpolmxep OWNSPOUT INFILTRATION TRENCH -'- p Turf Type Tall Fescue *1�'1 g o g Q .. ., ��"S si Moisture content range no visible hee water or dust produced when handling the material. �v`p "ITS per 2019SMMWW of 3,3.1.1,Hg 3.3 ¢a ' < • Tested in accordance with the U.S.Composting Council Testing Methods for the Examination of Compost and Composting" Perennial Ryegrasses J m Z Z Z Z (TMECC),as established in the Composting Council's"Seal of Testing Assurance"(STA)program.Most Washington compost facilities Creeping w s< Creeping Red Fescue U 3 } use these tests. RainHarves}Systems,LLC p i¢ AmendedJ'ob/o be L No/r've subsoils \ \� • Screened to the size gradations for Fine Compost under TMECC test method 02.02-B(gradations are shown In the specification In an Colonial Ben 6075 Parkway North Drive a U 0 0 t Q ) din/o tub-to/ dix of the Low Impact t Technical Guidance Manual far Puge!Sound tgrass Cumminkg GA30040 appen pat pmen ) H between 6.0 and 8.5 TMECC 04.11-A If the H falls outside of the acceptable ran y Then overseed with*'Minod-ar at 1 Ib per 10i Tel:770-889-2533 • p ( ). prange,if may be modified with lime to increase � Compost Amended Soils the H or iron sulfate plus sulfur to lower the H.the lime or iron sulfate must be mixed uniform to the soil to use in the Fax:770-889-2577 p p p yin prior 3 Cl�] p NOTE:Any Substitutions most be approved by Design Engineer before any hffp://www.rainharve5l.<om/ J I J - bioretention area. r SCALE:NTS -- are allowable but must be pre-approved. e-approv these specifications.Substitutions /filhation/pre-Tliration/downspout-filters.asp fin • Manufactured inert content less that I%by weight[TMECC 03.08-A) a allowable but must be pre-approved. w • Minimum organic matter content of 40%(TMECC 05.07-A) DOWnS outDebrisScreen '^ • Soluble salt content less than 4.0 mmhos/cm RMECC 04.14A) APPLICATION:Evenly disperse seed mix by hand-operated Spreader at the SCALE:NTS ---- C m @ • Maturity greater than 80%(TMECC 05.05-A"Germination and Vigor') rate specified forthe seed mix being spread.Hydro-mulch at the rate of 50 O a a • Stability of 7 or below(TMECC Cl"Carbon Dioxide Evolution Rafe") Ibs.per 1000 sf ever the seed.Hydroseed tanks and equipment to be } • Carbon to nitro ratio TMECC 04.01'Total Carbon"and 04.02D"Total K'eldahl Nitro f less than 25:1.The C:N toile may be cleaned of.11 prior seed and other materials before use. nitrogen ( 1 gen"1 o Y 3 Q up to 3sa for plantings composed entirely of Puget sound Lowland native species and up to 40:1 for coarse compost to be used as Full Emergency BIG-RETENTION CELL a surface mulch(not in a soil mix). (S Microclover must be coated ate Rhizobium leguminosarum by Trifolii.** i Jirmundpipe w/I2",d ` o z (seed by ProTime comes pre-coated.) Outlet Standpipe green h9o1J"B"Rr-P,12„min Q m J Bioretention Soil Media Seeoe;or2e dam -o Q SOURCE:Pro Time Lawn Seed,Portland Oregon 503-239-7518 SCALE:NTS ---- ¢_ ww.ptlawnseed.com Aft-bao Gro/e Q m �\ P dTop Po .screen "dial 3 W 1.Sls Bioretention Soil Media detail.Mix to be certified 1 1/ o \ Bioretention Cell Seed Mix (Ase / /P met% ,m,O p NOTES I] per prior opacement.Compact to 80%proctor. I V I SCALE:NTS --- 6"min I21.Uniformly graded coarse aggregate WSDOT spec 9-031(4)C crushed washed stone AASHTO size number 67,(or equivalent) max WL 3" max WL � ,_ ~ i3].Uniformly graded coarse aggregate w th a wash loss of no more than 0.5%,WSDOT spec 9-03.12I5)Gravel Be ll for Drywalls,(or equivalent) �- -- 7do,,,t,e,, --- --- - --- T'/�/\ [41.Fne Sand WSDOT spec 9-032(1)Grating for Surface Finishing applcafons.or equivalent f %- O LLJ Where lining is required,bind l T min ih'ckstle-wall l'ner" N gPer , OutletIF fo 11"S/end-ppe 1 �, -\/ �U °"Fact Lnn DOEVs - shall out de of storage volume area(n suround rig so Is).L'ner not 4.4.3 compacted Ill or clay n the ",�a R�'!' ;_i////j 11 OuNelPrpe = ^m WFilter Sane 5 ecifddinn Table to be installed above pond bottom elevation. liner,12'min ink,compact 95% -- cell \\\P proctor j / ou S.sieve Prcent T F e Sad[4]a d Compost [Most of ons to so Is n lower areanumber Passrig ptl pslaains, (70%so d30%Co post by volume) meet thsspec fcaf-- /�/j/95100 & A l R 1 f b Vm P550 "� ' ~70.100 d t o pe 17"90°B r>�' All fit rigs fo be gluedL B t ran T f Eee f f L /7"S1 rid-- A /eq / 1 or resha ned Q a16 40-go / L a <C a30 25-75 _ ✓\\. 6 m%lhk'kConC a50 5-30 '" 1 I2"T 6 it Mick cant. suppa//pad o xzoo c1 �� SL43 Y; - �T�T Bioretention Cells t�OdpOO W Ir r / not verified,AB. ''` SC Standpipe Overflow Q> NOTE: I/ ALE:his --- > 4x8 sand Speclfent Table This Plan demonstrates one possible connection scenario I:1 min for footing drains.Alternative connections are possible. C U.S.sieve Percent structural Rocc Buda r Connections ma be made to concrete storm stmctures. 6"min die _J o L q Number Pessing slope Ityp) -� Sub de to be scarified to a y _J °J 3/8" 100 SAS\ '�` de 9h of of leas}1-H to Roof drains may not Flow into or back-up into footing drains. SO ,ut Q Bioretention Soil Media[1] P prior grave Smi,al 1pe 3 p10 9a 4"'Im'5andl 6'min din Cleari O 3 O also o-o.s f Placement.Do not smear surface. y ° aloe(wet sieve) o-0.5 b"R 4x8 Santl b"Sand[See Spec Table) Stand-pipe as needed a N 6"Wye to 6',8°,or 17' THESE RECORD DRAWINGS ARE SUBMITTED FOR REVIEW A TRUE COPY OF THE CITY OF 2 Rock.a'clean,uniformly graded coarse aggregatel2] U J 'From vain system ARLINGTON APPROVED CONSTRUCTION PLANS NE FOR APPROVAL ON DATE:5/05/2026. H Footing Wye tie-in _ o N /7 tin\ Bioretention Cell Materials Specification-Typical Section Connection [a Q 44412") BY:PROFESSIONAL ENGINEER/SURVEYOR DATE: OR/OS/2026 Q Drain sp mq'd:4"- 'Fro m Downspout 4" lib SCALE:NTS --- Footin RECORD DRAWING AUGUST 2026 QD. Q i Drain CLEANOUT Downspoutold Removable 6"Clean-out Plug[4] Removable Cover[1] NOTES: Centred Connection AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT Cast iron or HD polymer din and TABLE-1 PVC Sleeves 1. Required if any cleanoui/standpipe falls within a pavement section THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS RECORD DRAWINGS.THE O P Y 9 or adjacent to pavement. C Pavement cover per Table-2.See note 11] Riser Pipe Ring&Cover s eeve 2.Ring and cover must be rated HS-20 if used in paved areas.See 'From Prior LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THE SHEET ASSUMES FULL C a Dta tin) Did(in) Did(in) }able for sizes and recommended pans.Equivalent or higher grade Downspout AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. O1 arts may be used. 6,8,or.12 tee 6 o z P Y Connection Roof Yard system ��f�� 08-14-2026 / 8 12 12 3.Cover for shall read"DRAIN"or be blank(no label). law *From Fooing Drain BY: ,1Asxeill KhUg DATE: _ 3000 PSI conc. 4.All bolts shall be 5/8"-11 nc 304 Stainless Steel socket IAllenJ head. or Downspout CITY ENGINEER a collar,cast in /'\/i�jT.j� _ 12 12 18 5.6"Clean-out Plug,Cheme 6"Original Gripper PN:2700261 ore uiv zSfnicfural< //V/,F g.( 9 PP q 1 ry°h, q �� \\\\ 6.Cover to be flush 1"max below grade Connecron place.8"min landscape areas. DROP CONNECTION Soils / ////; 5"min depth 7.Riser to be pluggedd at all times during andd after construction ythickness A coarse sand TABLE-2 RING AND COVERS activities. Rock-bed •NOTE: or pea gravel Riser Mfg,Material Part-No Description DSgn-Load Rating HDPE Wye,or fees may be used for footing drain 6"Wye to E Did in 6",8",or 12" CONSTRUCTION DRAWING APPROVAL PVC Sleeve,1T'min Riser pipe w/ systems.Flow from Roof System shall not backflow Roof-Yard sHEEr length.Seri 1. removable plug 6" Carson,HDPE 910 9"Dia 10"-des 300 lb/sf Ped to footing drain system. system CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED SECTION a" Fibre a composite FL-08 9"Dia Valve box.1T'-des 8,0001b/sf Ter-8 F� PER THE CONDITIONS ON THE TITLE SHEET. C 6 of �24 /\ a" H-series,"polymer 910 9"Did Valve box,IC?deep 150001b/sf Ter-ls ROOF DRAIN CONNECTIONS DROP CONNECTION START BUSINESS DAYS Traffic Rated Cover b" H-Series,polymer 910 9"Dior Valve box,I 31'-de.p 22,5001bAf Ter-22 BEFORE YOU DIG By: 22x34 J SCALE:NITS 1T Carson,plastic 1419 14"xl9"12"-des 300IWO Ped Downs out Connections DEVELOPMENT SERVICES MANAGER a --- 12" s nerte<h,com osite Duo-13x2a 13"x24"box 12"-des 15,o0D Ih/sf Ter-ls 12 SCALE:TINS --- 1-800-424-5555 P W D#3985 DATE: THIS APPROVAL VALID FOR 18 MONTHS I \ b"High Pressure Gas Main.Contractor shallcoordinare A PORTION OF SECTION 11,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.Meend D=Y.3'AB3LF is"DI Tee D�2.3'AB L15�- D=2.8'AB Private Alleyv+s [BSRt]____ CITY OFARLINGTON \ TeB _ with Cascade Natural Gas before conshucrion __ L4 existing 6"Waterman _1-41 I Alley 17+52[e4 Rt] I-12"xb"DI Tee(MJxFIxFL)-- WATER SYSTEM CONSTRUCTION NOTES: y N \ \\ \\ Pr12'tDl Tee M1xFOLxF9L Rt] v / -- - 10'COA Water Easeme -- --- - -- --- fo be abandoned 1 212"Dl Bentl(MJ(MJI I -a-� a --Meter Gal. .ValvManifod '--o--IAny Pprove P P y e - e -o -°-� .2 Block nav W-(160MJI e---e---e---e---a---e---e---a--- -a�--e --o--_e_ - -- - --- --- --e--' - Blocking--_ _ Mete14�4r Service FL a Standards and Spec yc gas gnrequr,city eapifpionof the ciN of Arlington ry l I I DI a 1 Ifications h to the val �__ \ 91 I + / lWreV01Ne 2 ry �--- I------ -� - - ------- ,--\ -- -- ---- 60 LF 1-- AB-F� rid(MIJ)I All materiallha ernaccor toth iysaana tl ep,,i cre tit 11 LF DI AB \\ sk 79 LF 12"D AB __ MJ 1-N'Di Blocking( W-160 p Iheduldeliv job site.Maley t bards and f f ons and shall be prior to city o \ \ / - -- -/-- -- - --_- ___ \ -- --- 6OI --- ---m___ __ M---M--- -� F�-ni A6b.19- M-- _ 16 LF 4"DIA Thrust Cap I --_- -I 3. Water mains shall ductile iron pipe class and must be approved y' O ZM e to the b s lal submittal --- m m M m mM ` scheduling onfe N\ \ - ---- 2 unless otherwise a d b the city. N ee - + _° _ILL O L___ 8 Peuate Alley 18+25 B 3 Rf I '____ g 4. All service locations shall be field approved b the tit See separate water design I-12'kb"DI Tee MJxFLxFL 1 I ovate Alley 18 35 13 Rr y I 1 r - I b from ate 8 M y \ i30- 1 Tee D 2.8 AB I __ _I / 1 O Private Alley 19+71 93 Rt n I ] T D-1.6'AB pprove y y prior to installation. O P N plans for north extension of j ( ) / I 1 Wafer Meer eNIC r P Y 1 + 7 1 12 x6 DI Tee IMJxFLxFLI a 4e 8 alv 5. It is the contract......' ponsibility to locate underground utilities by calling one-call underground utility Q 16 6"DI Gate Valve IFLxMJ) I r-_1-12'x6"t Tee e(FL) v 12'HDPE water main creek - / 3 (typ.)(COA W-0401 ( ) I 23 LF 4", 25 LF 4 DI 1-6"Gafe Valve(FLxMJI 1"Water Meter Sery B L 12" I ,`" p g v locator(1-800-a24-55551 48 hours prior to consrructlon. j P Cro55in from Tee. 6'k4"DI Reducer IFLI I IV I I 1-17'Gafe Valve IFL) -© (tyle.)ICOA W-0 01 Existin Tee I n8" 3 N g P I I Meter Service Manifold B g Q I-q"DI Cap IMJ) Lot 26 1-b"Gafe Valve(FL) - - - - I Contractor shall remove 6. Adequate trench sheeting and/or shoring shall be provided by the contractor as required by OSHA LO \ Thrust Blocking W-160 a -1-6"x4"Reducer(FL) it and WISHA. ♦� `a 9 1 I I I 1 1 Meter Service Manifold 1 x droll D=3.2'AS / blind flange, V NOTE:The extension of the I' ry 1 1-90°DI Bend IMJ) -1 O _/ / 11P I 1-6'kb"Reducer(FL) I Private Alley 17+63.7[29] / __ _ 7. The hall be installed b followin the finished de file wherever ble.The de lh of cover L wafer line north from the Tee v I I I 1 I 1-90°DI Bend IMJ) --__----_ -_-__-__ -Th USDflglockingJ(W-1601 I- 1-5,"Hydraene W-O70 ----- -- - -Bend D=1,3'AB shall beefypically 36 tins under fefeet), stated may be upgin 60 iP se, feet)wit m the inim la-d with depths ~ �M ®� p( ) pe s ra p 10 is independent and entirely - ( I II 1 I r 1-4'DI Cap(MJI 1-12' DI Tee�MJxFL� f \ \PTlvale AIIey 17+49[90 Rif engin Water ma' for county)highway, p O t Thrust Blocking(W-160) 1 1-6"DI Gate Valve IFlxMJ) I-45°12 in x 12 in"DI Bend MJxMJ required by WSDOT for Snohomish County). N separate From the Harmony __ I I ( I / 6 LF 6"DI Spool I Blockin W-160 OO Q s a}Arlington Civil Permit. -- -- I I II LOt 25 I Hydrant Pad IW-0201 9( I B. Pipe joint deflections shall not exceed one-half of pipe manufacturer's recommended maximum OD 1"Wafer Meter Sery ce 1"rogation Meter Se (COA - ) I 60 deflections.Bends may be required to maintain properwafer main alig,mentwithin easements or Q L' Guard Post[W-030] \\ 1 I Ift.)(COA W 40) Lot 48/DCVA behind(C -090J I I Blocking[W-160] public right-of-way. 1"Wafer Meter Service L II 3 9. Water main shall net be placed under sidewalk,curbs, tiers,or an t structures without gutters. ypermanen Oyp.J ICOA W-040 I --- the prior approval of the city engineer. / I 10 No cannecton to the city water system is allowed until the new construction passes pressure and J Lot 24 I Lot 59 \ 1 purity tests,and has been approved and accepted by the city. I Lot 36 Lot 47 III 11. Prior to making bons to the existing t < is cognac g system,contractor shall field verify the location,depth and N 3 ! material of existing water mains at the point of connection. O ^\ \ I 12. All wares lines snail be o minimum of fear horizontal clearance from sanitary sewers.When water p \\ \1 m a I' 1 � s a a y o line:crass line:, e minimum vertical clearance Snell be 1e inches. o e o `Jb \ I i I I I I Lot 23 I II Lot 58 -- -\ 13. To fill the main for flushing,pressure and purity tests,the contractor Is required to use an approved ° = O Lot 35 NOTE:Wafer Service lines should _\_ _ meter and DCVA.The hydrant shall remain in the full open position fo prevent back-siphonage ma 17 00 I \ through the drain hole.After successful testing,the contractor will tie into the existing system,using 0 � disinfected sleeves and s maintain 5'horizontal separation from r i /�. - � 3 drainage system,as well as meet _ - = III pool pieces. C 4 vertical separation a,crossings III I 3 14. The contractor shall contact the city for valve operation.Only authorized representatives of the city Lot 2 D=2.9'AB Hydrant bar nt Lot 34 IIII Lo157 II II n operate valves n the city water system / Lot 45 I I5. The contractor s hereby notified that sbe e filling andd Th..far be done through a cross connection II'I T di a control deice,loan during flows may this encountered.Therefore,every attempt shall be made to -128_ Private Alley 20+07.5[88] I -1 o c keep the pipe clean dunng'ns7allal'on ih s may include swabb rig the pipe with Chlorinated water. 1 1', 1 1 11 I 1-5,vHdranr Iw010 -°I yy I o 1 _-- J I tan LF8 DIS020I Ex.76'Acceu Hsemenh by " r $g0'$3 16. The contractor shall perform temporaryso1ecity andseamecable control dustconhol,hall .y ofwg5 T�, 111 / III /I � I I /� Hydrant Pad 1W 0201 I I I I I document/ecwdedund " { �e�� onfrol and traffic control as secured by the cryor other applicable agencies. i b 1 L Guard Post 1W 0301 AFK7v17v63vv757 o"c 17 Cutting dpatchingf road wit hall conform to the re f f the n ht-of-wit it of the -124--- I I / gait o ways quremenso g vperm Blockin IW-1601 Lot 56 g I \ I II cty or other applicable agency. I v Lot 33 Lot44 " M 1 00 OZ. \\ L I Bartell 18. Allin-line Bell pp,pints shall be restrained with field lock gaskets. 11 1 /Tee D=3.1'40 I I _ _ _ I III 11 /Pr vote DriveAll+qO[157 }] I "r � x -- - -- ----- D 8 19. All fittingshall be restran joints and have thrust blocking. / 1 II 1 / 112k8 DI Tee(M1XFL) / ----- x I �I i s ed on kin �FS`S�NA�NG� d N s IA"Dl Gate Valve lFL%Mll / I1 I _---------- -- ` _ _ _ �`9 r +\'-- Yam- II I 6 Thrust Blocking IW-I601 I I -- _ " THESE RECORD DRAWINGS ARE SUBMITTED FOR REVIEW A TRUE COPY OF THE CITY OF OS/OS/2026 1, ARUNGTON APPROVED CONSTRUCTION PLANS N FOR APPROVAL ON DATE:5/05/2026. 20 Lot Lot ss I=° I il', BY:PROFESSIONAL ENGINEER/SURVEYOR DATE: 08/05/2026 Lot 32 I I Lot 43 RECORD DRAWING AUGUST 2026 In N AS DRAWING APPROVAL ACKNOWLEDGMENT r Lot 19 y L6t 54 p r o I I li �I Lot 31 1 / THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS RECORD DRAWINGS.THE \ a r Lot 42 o Q I I I I �°:a„�- I i 1 � I I I 31 X A I / LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THE SHEET ASSUMES FULL wm _ J \ 1 I / ~6,v II 3 1 +�,I 1 1 I I 3-- / AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. U o z z z z z \ I OS-14-2026 "u 3..o 0 0 0 (I / '�G I 111 jl j I I BY: _9At9•ceyX lCBuy DATE: I x• sit oi�'"»»m / I II IIII / 11 / 1 11 j Lot 18 Lot 30 Lot 41 16I W III I Lot 53 CITY ENGINEER D o o a ---722 AS-BUILT LEGEND \' Lot 17 Lot 29 w ,a "" NNN YYY 1\ Lot 40 I 1I �do�s I O� y�\ AS-BUILT WATER LINE � N z i I sd I 11 TI I "I -r,356 f- F.3v'AccesrE emenn IF g AS-BUILT WATER HYDRANT,METER,VALVE a I \ I 1 '- by documenlrecorded ------- AS-BUILT WATER EASEMENT Sx I \ I I I I1 Lot I6 it \Lot 51 3 and AFN7a1w63ams7 C 3 I I d I I a N 1 Lot 28 Lot 39 I - I ss AS-BUILT SEWER LINE 1 i I R 00 IL \ a ` `oz O AS-BUILT SEWER MANHOLE Q p1�I II I l I L - ___-__�.----------- ------- AS-BUILT SEWER EASEMENT c sD w m\ 1 I III 1 II ; I I li I Lot 27\ � -_------� \\ I I AS-BUILT STORM LINE / 1 I III II I II II Lot 15 # 1 H- I LOTI50 I \ 3 Existing Hydrant ❑ AS-BUILT STORM CATCHBASIN O \ I I o Patn 6 Lot 38 I v o0 a _ _ �- C \ I II II Surfacing r I I I per detail I I I = _ O I I I 1 NOTE:Depth noted on plans.to fop of `z / 1 I III II it I 11 Water Meter Service I"Wier Meter Service i� gn surface. I II I yp.l(COA W-040) valve nut from Desi rt Ri Np.I('i0 -040) \�7rr�n a novecoe en1 o Lot 49 eK7o1eR809v-- -- _ NOTES: Q ------- �'" _ Banding Height o IL I Tee D=8.1'AB / li i-I� IrI{1I P Vafe A,S A=9+0.24 / e Driv.♦8+72 / Peak Roof Height:39'-5J' ¢ \ { H I Private Drive A 11+48 8 Rr 1 j 124 I '- '+' E franc A=2 +89.0 �I 1 1 8'k8"D Cu✓ t-TT e(12 a LLJ (. I I 1 2d ] Bend �/ Mqx Egve Height:28'-4 ¢ � I-12"X6"DI Tee IMJxFLxFLI 0 g I 2-12"Gate Valves(FLXMJ) ' L DI AS I LF rlbi 1� 318"Gafe Valve(FLxMJI Q I I-6"Gafe Valve IFLMJ) i - -- -p �- I-_-- -_ _ _ _ IS 3-Stories maximum >3 I 1 - ---- I3 P v k4'Reducer(FLI �� 0 /\ Meter Service Manifold 1 _ _ I �I =�- / king --- ---- I 1-6"W"Reducer(FLXMJ) i g Iw-16o1 1 3 I ecllon \\ i Thrust Blocking w-16o li - - --_-- _ _ li e-Shared Drive,STA=30+85.49 Traci D / 1 91 I / -�-_ � Existing "Blow-0ffr be rem�ved ' ; yin a Dri�'e A,STA=81'(p 00 29,979 ks " m I,I ntersecho I I 1'I / Infers cHon T c9 9 I x dram D70.1 If 91 iza / --_' slar03 O-W J - N if , I I Private Drive ,STA=8+91.0 I 31asn-ao3-as✓-vv Q Drive A,ST =10+59.43 a f P Entrance zoo+7o.1 19 / 11 r � P ls'coA war�rl \ / l 1-5.'Hdranr[1 010] Private Alley,STA=15+00.0 / i 1 . 'mdeJewe�a amen) / Q Easement / Privaf Alley,STA= I 74 LF B yOI spool I a \ bydoeu�rlemmco nr°d / 3 HydrantPaa[W-020 ] -- < l . / Oa 'Pi, Guard Past[W-030] �'- 1n Blocking IW-1601 ke II 3 h n h v c7 N rnN I --_ '�N/�\ - 1018p30Sm5t1 0 0 0 0 toot CA Wall,r z 1 Easement \ \ I"Wafer ter Service A,Built ter II 1"Wat Meter Servic( \ fly ( OA W-040) Easemen t I (fy I(COA W-040 \\ m a IYP) �I w s _ _ _ 3 -1�Gferse L r (( P - -----=�----\ I -- ---- - -- - --- - 122 - -_ - - -- 1- 1- '- -- - ----, - -------------- - - o� -- - � �� 4A \ I -- - -- -- - -- - - ---- Wes}Aisle STA= 05.95 C+ LEAST o �--fiPrivate edD>ive,STA=30+00.00 BUSINESS DAYS __ ___SaPa__a',�o _• _"_.====-u===n==='- __-___- __-__---_--_-__----------- --�__-- -- ---n= -____--- ---_ _ - �-- - = BEFORE YOU DIG ---------------- ---------------------------- - __ __ =y_ E„eb9 �op E.�o'onm sew E:e en1 „- ss- _______ �u � - n1r 3 - -- ---- --- -- ---- --- ; $ 1-800-424-5555 ase I -�r/A,. m�--.a - ,� ��- --- - - - - - - --- - / Ra&UbGflelEosement E L� _ _ e A._FN7lyass5 _25' _ _ _ West Aisle - CONSTRUCTION DRAWING APPROVAL -_ \ _ - T� Paveme r -L �� -T-�_ _ -__ --- � =-=-_Cross D=1.6'AB SHEET f 1B0 LF i2"oL ABA--- - ----------- ------ ------------T ---- ------ ------------------------- - ----------160LF12"Ut-A - --------------- 0 --- West Aisle 3+181-6 LA -- -- -_-------------- THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED �� A Tee D=2.39'AB - M 1-12'k12"DI Cross(FLxFLI PER THE CONDITIONS ON THE TITLE SHEET. of V I I ( -1 - -- Tee D=1.2'AB L2 + West Aisle 6+62 I-5 Lt] ,Vtiav 1-12"Gate Valves(FLxMJ) 22x34 o __ Flange I _ �.�__ ___________-__��____\ry____ _ _.�82D Gafa Vlavlve l(F�cMJ)I-__-__-__-____ _______ `/ ' 0West Aisle 4+81[-6 Ul'^ �1-12"DI Tee(FLxFLI 2-12"Blind Flan Tee(MJxFLxFL) ge(FL) r BY: r 2-17'Gare Valves IFLXMII _ 1-12"x8"Reducer IFLxFL) \ Ir- 0 20' 40' DEVELOPMENT SERVICES MANAGER a AS-BUILT WATER PLAN C 7'DI Blind Fla FL ] 8"Gate Valve(F xMJI \�I DATE: < - - E�tance SIA 200+0000 _Y_. I Seale:,"=20' PWD#3985 1 Thrust Blocking(W-160) �� / Thrust Blockin W-160 -------�---- Thlusr Blocking(W-160) i THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 11,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H 'v Drive I ] ��ti- -___----- Hydrant water cheek crossing I / Tee D=5.1'AB D=2.9'AB ---- - W ` \ 9 See separate water design plans i ( I -` ------ ---- 1-8 DI Gate Valve FLxD 0) �8"x6" �'/ 'I I1-8"DI Tee MJxFLxFL JI i Pn ate D'e A 11+48 8 Rt Private Alley 20+07[88 Rt] �✓ _ nTee B�BBBB a 1-12'DI Tee(MJxFLxFL) / r/ y w Shoe-" �� ng from Tee. Private Alley 19+11 93 Rt U y 1-6 z4 Reducelr(FLxM ves J) ��' _,�� \ - Hydrant W1LF D=3.0'AB / �•/ Ir, extension 31 (ThBus}Blfockal9es Q W 1 1-6"Gate Valve FL%MJ I \ Meter Service Manifold i� _ p ( I I Z Cl) —1 L. _________________ -� Y ( ) J� ��_ I __ ___ FLxM -- --- - --Th king(W-1601 ------ ( � ��J-� /� -1/i.'I/C _ Guard PosllW-030 i 57:� _ - - ___ o ` i �O.N NSt BOC _ _ r _ _r w _______ng(W I60 _ _I Thrus loc --------- O Q P / --------_ _ L Tee D=2.39'AB � ' __ .I ------ ----- _ ---`�� =___--- 'Tee D=2.8'AB i Q3c�I \ West Aisle b+621-5 Ltl ��, i �/ i-1 _- Y _ \ � J/ ____ __T__ _ ________ _ ____ _ ___________-__ I-12 to AlIeY19+10 FL)Rtl II 10 i _ �,:t _ ___ __ _ _ _ Priva 1-12"DI Tee(MJxFLxFL) I / - f .�' - G Tee MJxFLxFLI I -r1 1T DI BInd FlangN 2-12'Gate Valves e(LxMJI / ---- - - _ ice' - L3 I _ Y . yy e�-a ili V &12"Gate Blocking (W I60) I li W L O O / +CS yy ��-� - -�� Thrust Gate es :LX1 5,0 Thrust Block'ng(W-160) 1 /� - - -` O ��_� 00 ° ° I ' ° — P � 1 z w Lot 13 J 10 0 0 0 0 `0 0 o o \ 0 `o 0 0 0 I ?o i Lot11 d to r IIL vote Alley'STA=21+0.31 --- o Esc..^,{,^♦-------- .,----- dtn teDr A 59.43 FeesraI o P _ NORTH WATER LINE PLAN I � asvae �, 140 140 IIII oeSS/ONAI_ ' II 08/0512026 C II 6 Board I� I J it�[[GGGppp"��N Fence 130 t 3'min,s max cover INPI o 130 I Ia _ ---- - - ---------------- ---------------------------------------------------- --------- gQ a rPlan i i N �____ gmirr,YmaAcove�INPI _____ - See 120 LF 12"DI AB 148 LF 12"DI AB - 121 LF 12'DI AB 120 l for fitting speceficationsll g O g Q w m :... along East Run J O m z z z z wuz 0000 ��I� u3wunni>>>> 1 11117 DI Oi QQ»»y 110 110 I � 3 I N 105 105 �I w 0 z 0+00 1+00 2+00 3+00 3+98 s; NORTH WATER LINE-PROFILE Profile follows PIP,a,nt,dm,. SCALE:Hoe I"=20' ll c 3 Structures and stationing are per alignment named. (2:1)Vert 1"=10 h li 3 •- O 1 ` O n /7 Q asLU I '3 z 02 3 4i z R4 II 3 ^w z 2 '^m Q 130 130 _ ---''I I O Z z S min,5'max Cover(typ) I u Q �. __I p ______ _ 1 , CL 152 LF 12"DI AB 79 LF 12"DI AB 60 LF 12"DI AB L.I..I 120 b LF 12"DI 120 I- LI u I_ AB 9Yq{ Q I III � 3 See separate water design plans I NI I = for north extension of 12"HDPE i !tj' 110 -wafer main creek crossing from Tee. 110 I J P _ O 105 105 O 3 3 - - v J _ I I O rn lZ 0+00 1+00 2+00 3+00 3+25 Ili Q N a" EAST WATER LINE-PROFILE Prometouow, temne. SCALE:Hor,T'=20' - III II� Q Q pipe cen (2:1)Ved 1"=10' _ U Shuctures and stationing are per alignment named. 0 20' 40' C0 15 Scale:1"=20' C AS-BUILT LEGEND y AS-BUILT SEWER LINE RECORD DRAWING AUGUST 2026 Q AS-BUILT SEWER MANHOLE AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT E w AS-BUILT WATERLINE CONSTRUCTION DRAWING APPROVAL SHEET -b-® D44 AS-BUILT WATER HYDRANT,METER,VALVE THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS RECORD DRAWINGS.THE THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED O �n�I 24 CALL AT LEAST 2 THESE RECORD DRAWINGS ARE SUBMITTED FOR REVIEW A TRUE COPY OF THE CITY OF C7 ET LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THE SHE ASSUMES FULL PER THE CONDITIONS ON THE TITLE SHEET. of BUSINESS DAYS ARLINGTON APPROVED CONSTRUCTION PLANS N FOR APPROVAL ON DATE:5/05/2026. AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. is BEFORE YOU DIG ��/ zzx34 z BY:PROFESSIONAL ENGINEER/SURVEYOR DATE: 0810512026 BY: ,�A'WGB'Y'x"""� DATE:08-14-2026 BY. DEVELOPMENT SERVICES MANAGER El 1-800-424-5555 CITY ENGINEER PWD#3985 DATE: THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 11,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. a a ---___ CITY OF ARLINGTON SEWER SYSTEM CONSTRUCTION NOTES: W - --- --- -- ---a-- -- --- 1. _w __ __ ___ ___ _ 0 1.ALL WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS,AND CURRENT -- p-- a -a-- a--- - - - --�--- --- --- -- ---a -- ,- -- -_ _- Ui EDITION OF CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS.ANY CHANGES n a a s N \ I �- --htr -- -- -_ _ _ _ - -_ -_ -- - TO THE DESIGN REQUIRES CITY APPROVAL. '¢ _-_L -__ -_ _-_ ATERIALS HALL RDS tm m 0 2. ALL SPECIFICATIONS AND CONFORM TO THE CITY OFARLINGTON APPROVED BYTHE I W SPECIFICATIONS AND THE MATERIAL CONFERENCE SHALL AND BEFORE BY THE CITY BEFORE 0 \ \ -=JISCHEDULINGTHE PRBSITE.ONCE CONFERENCEANDBEFORE THERE JOB SITE ARE Z04 _ I I - - -- -- -- --- --- DELIVERED TO THE JOBSITE.ONCE THE MATERIALS ARE DELIVERED TO THE JOB SITE THE � (V I _--YII I PII to Alle F INSPECTOR WILL DETERMINE IF THE MATERIALS WERE MANUFACTURED TO MEET THE O 700n /- L_ - 8 _---- REQUIREMENTS OF THE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS BEFORE CT C-4 T- -_ I V V 1 THE MATERIALS CAN BE INSTALLED. Q Q1SDCB-14 3. ALL SEWER MAINS AND SIDE SEWER STUBS SHALL BE FIELD STAKED FOR GRADES AND U SSMH-4 _ -© m T CB-Type-1 I I SSMH-6 I ALIGNMENT BY A SURVEYOR PRIOR TO CONSTRUCTION.THE CONSTUCTION STAKES MUST Q C11 \ I I Lot 26 OS I 46"-Monhole CB - - - - -�I 48"-Monhole SHOW THE STATION AND OFFSET TO THE ALIGNMENT. 'a � - LO 126---_ I I / I _ 19+06 I y -- LOT 61 --_ly // `_ 4. THE CITY OF ARLINGTON WASTEWATER DIVISION SHALL BE NOTIFIED A MINIMUM OF 48 V � e I ------ ° Iry !_\ _ HOURS IN ADVANCE OF A TAP OR CONNECTION TO AN EXISTING SANITARY SEWER L 0Q _ FLot 2 25 I 19.9 AB+2ilf I I FF-125.63 1 _-- _ a - I W Depth t GRAVIHE INSPECTOR TY SEWES,INCSHALLREPRESENTS,THE 5TO14 FEET O COVER NEC SHALL BE H () ( .AB19 1 ---__- \ /,/i 5. ASTM D 3034 SDR INCLUDING SIDE SEWERS,MAINS WITH 5i01THAN FEET OR GREATER T PVC CN 124------ l l 3 19.3 AB+2-4-I I 1 I 10.21f AS ASTM D COVER SDR 35. BE DUCTILE SEWER MAINS WITH LESS THAN 5 FEET OR GREATER THAN 14 00 III j FLot 225 Depth 3f I I I II Depth 5.7 AS I � / I FEET OF COVER SHALL BE DUCTILE IRON PIPE CLASS 52,OR COATED PVC.IF DUCTILE IRON �Q Lot 25 5.2 A 25 AS FF=12s.60 FF=125.60 I `^R 3 PIPE IS E USED FOR SEWER,THE PIPE INTERIOR SHALL BE EPDXY COATED(NOT 9+25 LO}37 LOt 48 17 3 A I 1]+8+47 AS Lot 60 CEMENT LINED). 0 11 i-?-BIT 9.7AS FF=125.60 I 6. PRE-CAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C-478.JOINTS SHALL BE If 9 AB 18.1 AS 12BIf I I 3 RUBBER GASKETED AND GROUTED BOTH INSIDE AND OUTSIDE OF THE MANHOLE PER CITY �, 1/ ) �_ _ ePth Sft 5.7 AB I 5.3 AB De th 3f1 F Depth 5ft 5.9 A8 OF ARLINGTON STANDARDS AND SPECIFICATIONS.ALL LIFT HOLES CUT THROUGH THE /3 Y 9+�q.31 AB I 1]+ WALLS OF THE MANHOLE SHALL BE GROUTED FROM THE INSIDE AND OUTSIDE OF THE II FF=125.25 If 9.3 AB 183 AS } glr' I II I III 3 MANHOLETO BE WATERTIGHT.ADDITIONAL WATERPROOFING MAYBE REQUIRED. J Lot 24 19+43 I I ePih 3. FF=125.60 FF=125.60 Depth Sfll I II LO}$9 \ 7. SIDE SEWER SERVICES SHALL BE PVC ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED - \ �\ 194 qB+?-Blf 5.7 A8 5.5 Atli 17+}+17 A8 JOINTS.SIDE SEWER CONNECTIONS SHALL BE MADE BY A TAP TO AN EXISTING MAIN OR A r I , I Lo}36 I Lo}47 11 FF=125.60 TEE FROM A NEW MAIN CONNECTED ABOVE THE SPRING LINE OF THE PIPE.WYES ARE y 3 I eP}h51}5.4 AB o DO ALLOWED ALLOWED ON LINES 8"OR LARGER.SIDE SEWERS CANNOT BE INSTALLED UNDER O 50 AB19 I I j7+i?II AB / -' DRIVEWAYS UNLESS APPROVED BY THE CITY INSPECTOR. O f10.0 8. ALLSEWER PIPE SHALL BE INSTALLED WITH ACONTINUOUS TRACER TAPE 24"-48"UNDER J De ih 5f I d 9 0 pp THE PROPOSED FINISHED SUBGRADE OR AS DIRECTED BY THE CITY INSPECTOR.THE O Lot 23 5.1 A8 I ePth Sit ✓ 61 AB FF=125.60 I 15.]AS Lot 58 / \ MARKER SHALL BE PLASTIC,NON-BIODEGRADABLE,METAL CORE,AND DETECTABLE,WITH \\ I I Y LO}3$ FF=11 0 16+98 B I _ 2 FF=125.60 BACKING MARKED SEWER". C7 f 9 qg LOT 46 18.9 AS H4-BIfI. 17 W III ) --- \ 9. SIDE SEWERS SHALL BE INSTALLED BY THE DEVELOPER AND COORDINATED FOR \ \I i - / / / \ I ep}h Ni 57AB lea out Depths I I III-��I III �� CLEARANCE WITH POWER,GAS.TELEPHONE.CABLE,AND OTHER UTILITIES.SIDE SEWERS Q +6567 Agg,, n 16+ 1' I SHALL BE A MINIMUM OF 10 FEET BEYOND PROPERTY LINES AND 5'BEYOND ANY i z \ ti \28 l l II FF=125.00 If 9.2 AB•t Bulltlm9,S-Oa0 INP 18.7 AB i291 �I I 3 IVI- 11 \ EASEMENT. 6 ' Lot 22 I epth3ft AS Depth SH I 79 AS FF=125.60 I 11 \ BE( / 79 II 1.. S' 10. THESEWER PIPE SHALL EXISTING EWER OI FROM A DOWNSTREAM STARTING OF THEPOINT. TH -�-¢ �1Y FF=125.60 FF=125.60 6.2 AB I II 16+96 Ex.24'A141 emenhby Imo' \ CONNECTION ON THE EXISTING SEWER OR FROM A DESIGNATED STARTING POINT.THE I III j ?Q.2 AB i-iB Lot 34 LOT 45 1 II f 10.8 ABdocumenlreco�dunder I \ SEWER PIPE SHALL BE INSTALLED WITH THE BELL END UPSTREAM. \ _----128-- / De th I bxpih Sft SJ AB AF.N 2017063 l {-� I 1I. ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE III r / I / 84 AS 19+ I \ CONTRACTOR AS REQUIRED BYOSHAANDWISHA. I J III �I / 20.2 AS+Rei I I 16+76 AS '' y i J \? \ I I _--126-- / / Depth 5ft AS I I li I 12. TO PREVENT WATER C DEBRIS FROM DISCHARGING INTO THENECTI EXISTING SEWER I /I FLot 210 Depth N I u / SYSTEM,THE CONTRACTOR SHALL INSTALLG PLUG IN THE CONNECTION MANHOLE OR AS y 'tle Sewer I I I Depth 5ft FF=125.60 I I a f-° ' 124--- I I / Lot 21 5.2 B I erdetail(typ) 6.1 AB I-'. / DIRECTED BY THE CITY INSPECTOR.THE PLUG SHALL NOT 8E REMOVED UNTIL THE SEWER IS 1 FF=125.60 FF=125.60 b q I Lot 56 I ACCEPTED BY THE CITY. I/ / IT I I I / 9+99"(�B Lo}33 In 16+ I / If 10.6AB If LO}44 II I, 13. ALL SEWER LINES SHALL MAINTAIN A MINIMUM OF I O FEET HORIZONTAL CLEARANCE AND \ _ 18.7 AS+2&I P° A MINIMUM OF 18 INCHES VERTICAL CLEARANCE FROM WATER LINES.SEE STANDARDS ^2e 00 OZ th 5ft 6.3 Af8. Depth 5f1 Per COA Std.Wye's shall be used forside I ^ / t� ---- ____ - - --I __ 124 _ __ connections at the main Ityp.l �1 1- ° / AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND ALTERNATIVES. 0TpyF,O �F' 124__- -- \ -4 --_P I --sewer con �11 ILJI �' P / 7q. PIPE WSDINGSHALL BE DRIN ACCORDANCE WITH THE MITY OF NUSARLINGTON NUFACTURED CLEAN FSS7ONALENK' AND WSDOT STANDARD SPECIFICATIONS.3/8-INCH MINUS MANUFACTURED CLEAN PEA '+ T ' - / GRAVEL IS THE REQUIRED BEDDING MATERIAL.ALL PIPE SHALL BE LAID ON A PROPERLY 12 - I Barrett 0810512026 124 - / PREPARE OR THE TATIOF THIS SHALLITION MATERIALS ECESSAS LELL ASP OF ACE ETRENCH II / II I I 1II I I I 116+§(q9 AS I I I q DN$5/ BOTTOM FACTION OF REQUIRED FOUNDATION MATERIAL TO WELL GRADES THAT THE CB-Type-1 Bubble I 1 f9.9 AS COMPACTION OF REQUIRED BEDDINGMATERIAL TO UNIFORM GRADE SO THAT THE FF=24,85 ^ II 1y5ff M qs Jlos/1-0R7-0¢9-00 1 I I rl I I I I Lot 31 B 29 AS I I FF=125.25 I I o II 4F9 A@ FF=125.60 I .. VI NP/A�nglo�CZE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED BY A UNIFORMLY DENSE UNYIELDING LOt 43 32 I 762320d7hh Sl N BASE. FF=124.75 20+ o+50 Lot 32 I I a 1.° V II W^ 16+86 \ 15. THE CONTRACTOR SHALL COMPACT TRENCH BACKFILL WITHIN THE CITY RIGHT-OF-WAY \\ I I I II I I I II 18.2 AS+ I I If 10.5 AS I 20 AB+?.el I _ A�n97o2 A 98123 N T, Depth Sf efath5ft 6.3AB I 5.4 AS Depth 5ft TOATLEAST 90%MAXIMUM DRY DENSITY FROM THE BOTTOM OF THE TRENCH TO A DEPTH �NN \ I I I II II II t +3�34A I I I I, OF3'BELOW THE SURFACE.THE TRENCH SACKFUL MUST BE COMPACTED TO qT LEAST N N 27 ABI6 U I=t °; 95%MAXIMUM DENSITY WITHIN 3'OF THE SURFACE.ASPHALT MUST BE COMPACTED TO N f 10.2A8 I 20.3AB+2BIfII 1 I a / s` O/ I FF=124.75 MEET THE REQUIREMENTS ON PLANS.ALLCOMPACTIONTESTSAREAT THE y ylk Lot 19 4 I ePih 6S AS FF=124.85 FF=125.25 Depth Sft ti L�}54 I / DEVELOPER'S EXPENSE. 5.5 AS 16++213 AS I I �a o I li 20 I Lot 31 l Lot 42 I FF=125A0 9 U '+29If 11.5 A B I g O g C I j1 11 II / 'ouw I I I; 19.9Ae99Bi I �a I l y1 L 'Is�ihSfl I II I I � / wm �ivM> SS AS 20 I tti H -Ly-16+}g08 AS Z Z Z Z m I 1O'Sewer I 0000� V FF=124.75 20 AB I asement 3 elf 10.6 AS U 3 - Depth 3f FF=124.85 I 5.s,1'ODep}h5H O °n, I Lot 18 5.9 AS N I 64 AB FF=125.25 6.2 AB a U rc Q I / 1 I I I 20+66- IFF�25 60 I LOT 30 Lot 41 15+ 16I 00 3 10.4 AS I 19.1 AS+2-ef I - / I I III }h Sft 6.7 AB 5.8 AB Depih3 I I /III I / 11 ilo.agB l ABIs �A IITIO'Sewer I I ; 3 19.5 AB I-F:BI I _ AS-BUILT LEGEND aT FF=124.75 r1 e th Sft Easement I I 122---_- I I P FF=124.85 v Depth 5f --_ II I LO1 17 9 AS 20 84 I 6.4 AS I cl FF=125.25 5.1 AS 1 II 15+76 AB 1 Lot 52 _ Lot 40 If 10.3AB Idols ss AS-BUILT SEWER LINE L _-122 I Lot 29 I FF=125.60 AS-BUILT SEWER MANHOLE / I Pth3fl 6.5 AB I. h 1 IS I I i I I 1 111 1 B Dept Per COA Std.Wye's shall be used for side 11 I \/��J7\� I O m C0 I p 89 AS 20+ I 1 5+}72 AS I UI � AS-BUILT SEWER SERVICE 0 'v¢ I I p 11 i 111 192AB �I sewer connections at the main(typ.) I I If 10.1 AS 1 I } aQ I I 6 11'pN1NN II FF=124.75 I d I __ __ Ex.3o'AccexEoremen7 -__-___ AS-BUILT SEWER EASEMENT \ I I DepthB OO AS FF=124.85 SDSP-11 I FF=125.25 5 11 ePth 6.3 AS \\Lot 51 ; w 3 Lot 16 5.5 AB I 12'-Standp pe I ubydocume201701 d d I I� LO}28 Lot 39 15 I II FF=125.60 � 1 derA.FN 20/70b700751 AS-BUILT WATER LINE � ,¢O II N I I a0 ¢ f 10AB 18.8 AB+2BI II \ ti 1 U d I IT g AS-BUILT WATER HYDRANT,METER,VALVE o z it 11 I I II I\ 111 I Pih Si16.5 AS AS-BUILT WATER EASEMENT Q old 1. III II II I I 21+8+06AB I n9 AS '8 SS AB75 14 15+4B41 AS \ r-II----- r AS-BUILT STORM LINE Q V_ 6.1 AS ePih Sft 6.8 AB so I I I II 11 I FF-124J5 I h Depth Sft I I 18.2 AB i?BI I I \ ' ; AS-BUILT STORM CATCHBASIN z� Lot 1$ 21 21 W 6.3 AS FF-124.85 =O}38 I / ❑ I ____------- FF=125.25 Depih SH I it LOtp50 I 1 III jl I 3 II Ij I 20.1 A8130! �'' Loi 27 1I I� If 10.2 AS FF=12560 \A I Or\� - = � mO I I II I De th J - _0 0 Z I I 25 AS 21 24 I I 15+38-36 AS lz\ C / I I III 1' II I II li 20.4 AB+?eI _ 11 If 10.5AB - /� C O Q 1 11 I I li FF-124+75 Depm5f H I V IA II epth5ft FF=125.60 II /I II I 4 II Lot 14 6.7A I s 1 11 6.8 AS LOT 41 I Ij I I Fire drat \ \Ek 77'SI Oro/noge�emenl O W I j 72q i 'I I / " f~V per�,nEK2we03o90sn--- - __ z 1 I I III I / III 1�� / �---1'______\I. � / I 1 000001 01 �" �I�� T"°79S a �' b ' I 1 SSMH-3 IUSewer y 10'Sewer l j I I 48MManhole I I SSMH- SSMH-5 I / "` I II Ili I 3/05181-003-0 S / n 1 ------_- I LFB"PV S - r- �-Manhole I Easement _ 'C - _53.21 AB - -��--_____ T nAR -__ _ Nate DnVee 0.0 AB _ _ _ / 1 I VI Pr 1, __ _ � -__- �l�r- T J L 4�8--__--_�T- iEx 10'J __ _ _ IS"-Manhole Easement qg _ _ la.rewerE:emenl 4iFSPr-- z I II--- tiydosmen„e`dd RECORD DRAWING AUGUST 2026 i SSP-3 o.005I AB a LF 8"PV S EBBS f l i u derAF �PIB030905 B z tr -t O 10,47 A �THESERECORD DRAWINGS ARE SUBMITTED FOR REVIEW A TRUE COPY OF THE CITY OF N I I )I 11+B504 AB ., .. 56 AB I ARLINGTON APPROVED CONSTRUCTION PLANS NE FOR APPROVAL ON DATE:$/OS/2026. 'V` n Oa AB11 9.OAB9&f 931f9.9AB 13.4 AB93If If I 9.1 AB%If 9.5If AS 9.3 AS 9-SIf 11 1 AB I li / f AS 9.5If Depth SH Depth 5ft Depth 5H 9SIf 8.6 AS I I I 8.6 AS Depth 5H Depth 511 Depth 5ft Depth Depth 5ft 931f3.5 AB qg III J Depth S1 4.8AS 4.8A BDepth 5ft 'I Depth 5ft 5.5 AS AS AS 5.8B 5.9 AS epth5ft I " -� BY:PROFESSIONAL ENGINEER/SURVEYOR DATE: 0810512026 mI \II 4.7 S1� 1 AS Intersection Iry`v 13 \ II _ - 0 3 m In Private AlIe A.STA=8+9 a� III - AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT LJ Q Private Alle,STA=15+00.0 _- - - o o. I l I ,a h v w - a I --- \ -_ _ THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS RECORD DRAWINGS.THE •- E /w I III Ili o 0 0 0 0 I i 3 0 `o `o `o o `o t N I I��,/E.7a`a+�?,-- - ry° a ,�, o/page fir.?gym S LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THE SHEET ASSUMES FULL Q d a perA.f.N. AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. '0 FF=124.40 FF=124.40 FF=124.40 FF=124.40 FF=124.40 FF=124.40 W I FF=124.50 FF=124.50 FF=124.50 FF=124.50 FF=124.50 FF=124.50 FF=124.50 ~o I /BOJ090357 \ q 08-14-2026 u I \ \ I I s w r I LL I II \ BY: /AF4tAYx(CeGG� DATE: Q IF II 1 III ` I _ ��. CITY ENGINEER \ I I < r 3 l N o � r \ i s I 1 124 10 124 �, --- Q I N a O I -- -- - __ - - -��I - -JIL oniractor to rotate MH CALL AT LEAST 2 =122 � 1 ihh9 x. ni/o meo7 SS/.EksS.--.�-s-cwKr �unYrGl`�Aa['/)leQf-:r_ ____sF.39'Mgreusf9/eus== t __ - - per ------- - -- - _ e 1 800 424 5555ono'a di SSMMEXI v and-AFK 20MOS13529 29'RO ARN.991120SS5 West e El - _ CONSTRUCTION DRAWING APPROVAL SHEET THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED �� V ��A Mx-F.x3 --S PER THE CONDITIONS ON THE TITLE SHEET. of - - --Z --_ SSMH-1 + I3"Manho/e T\ )\ .i120.- i 48"-Saddle Manhole / 22x34 0 20 40' BY: DEVELOPMENT SERVICES MANAGER AS-BUILT SANITARY SEWER PLAN ---_ -_--_- _--_- Scale:V�20' DATE: PWD#3985 - ----- ---- ��iti f��rT�T��'^[ - ----------� - _ - f THIS APPROVAL VALID FOR 18 MONTHS h AS-BUILT LEGEND A PORTION OF SECTION 11,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. h AS-BUILTSEWER LINE r .I W Q AS-BUILTSEWER MANHOLE AS-BUILT SEWER SERVICE II II I 1 II �i I I II - I II' tilt I �/ u ------- AS-BUILT SEWER EASEMENT I 11 N Ij Ili h I II till LU AS-BUILT WATER LINE II I 1 I; I Lot 14 I; I I IIII Loi 49 III '� h / O Z Cl) ® Z AS-BUILT WATER HYDRANT,METER,VALVE 04 ------- AS-BUILT WATER EASEMENT 1 I II ----, III I �� I III li / r__-III-- --\__- 5"0"- so AS-BUILT STORM LINE �I Q O^. I me e�ton a o 0 0 0I 11 �Io 'II > ❑ AS-BUILT STORM CATCHBASIN = - j j Priv to Driv A,STA 9+p. �� I Q ewer I Enhance,STA=200+89.0 I�- 1)... M '0 I ISSMH-N Easement I /UR_ P1[vate Drl VeA 10' wet Ia / II I 'a `O ---LA --- ---syl�-- -__-__ __ __ __ an- __-__-__-__Ea -- - - - �� V C I ter- SP- � 10 l MHJ- 'q 04 O ---- I3 I Cry II ection h TrI Intersection Rf II Q clt 9 1 I '-Manhole ZPriv371 0 f Private ADlmley,S AT=A5=+8+9,1.008 0+59.43 toDy,A Proposed rivate Share I ST= y\ Fire Hydrant Private Drive .00 __- I °' mE se ill I l i `o 0 0 `o `o o en o o o o 0 0 0 1 11'1 i'II 4 W 24 s 1 -- - ----1 --- --- ---- ----- - - - - --- ----- - --- ----- - -- -- - - - - ----- 6 , II = � I - I IL 1 I t 120 1 1j _______ I \ __ lam_-�_ CSC AISIe- _-- ` SSMH.1 =d 48"-Saddle Manhole S/ONAIEN PRIVATE DRIVE A SEWER PLAN 0 20' 40 0810512026 140 Scale:14 20' Priva e Drive A 0 a NO � N N p 130 130 argOg ,Q Design Ground w m N y JOm ZZZZJ Uuz 0000- U314J n'o -- ---------- --- -- O w Q >>>> --- - -- ------ x o_a w a 20 120 Exu/ngJ' ce SSP-8 SSP-3 LSD-11 SSP-5 SS1-7 � 53.21 AB 53 LF 8"PVC S=A9970.0064 AB 66.90AB d LF8"PVC =0-8960.0051 AB 101,47 AB+9+LF 8"PVC S-a9 OZ047 AS .2AS-4 LF 8"PVC 5=9.9960.0071 3 H m 110 SSMH-b SSMH-5 110 m SSMH-8 48'Manhole 48"Manhole Solid Lid SSMH-7 w 48"Manhole sttl to 48"Ma hole SoOd Litl Private Drive A 8+86 92-2.5'Lf 0 Q grate I I 48"Manhole,td grate - a Q Private Drive A 10+54.66 I-2.6 Lt] Prvate Drive A I I+07.72-2.5'Lt Rim=+23F3123S7 AB J_ ] Rim-+2356123.31 A8 Private Drive A 8+g3.181-2.5'Lt] Q i Rim=12576123.73 AB IE 8"E in=H-S:'.}t 115.72 AB IE(8"E]in=H 57-3715.84 AB Rim=+?w7122.91 AB Q LL IE IB"S]ou+=++5?F 116.06 A8 I I IE 18"SI In=H3:7�115.84 A8 IE 18"N]ou1=1+699116.15 AB •- .O O I00 IE(4"W)IN=116.16 AB IE IS"N)in=+1539115.72 AB IE IF Nl out=++5-63115.75 AB 100 EL � Q 2 u 95 95 0 0 0+00 1+00 2+00 2+85 r o Z Profile follows pipe centerline. SCALE:He I'�20'rz J SSHM 3 TO 5-PROFILE Structures are per alignments named. V.rt 0 40 140 0 LU Entrance w Q w J 130 130 N Q 0 Design Ground LL.I d ----------- - U .Q 120 120 Q-------------- Q E�s�ng,ru.�oce C 3 o SSP-z �O w H 77.49 A THESE RECORD DRAWINGS ARE SUBMITTED FOR REVIEW A TRUE COPY OF THE CITY OF Q ARLINGTON APPROVED CONSTRUCTION PLAN vN FOR APPROVAL ON DATE:5/05/2026. e° 110 110 d ssMx-t SSMH-x BY:PROFESSIONAL ENGINEER/SURVEYOR DATE:08/051 202 6 Q CL R48"Saddle Manhole Solid 48"Manhole Solid Lid '�yy U Entrance200+08.8915,1'Rt] Enhance200+85.4212.7Rt1 Q W IEN)in-44-4 14. RIS!N)1.-1543-1123+04 8 RECORD DRAWING AUGUST 2026 IE 18"N)in-i+4-5i 114.66 AB IE 18"NI in=115+3115.29 AB IE(8"E)in=FH41-114.75 AS IE(8"5)io=+15-F}115.29 AB 100 = = too AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT O THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS RECORD DRAWINGS.THE W LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THE SHEET ASSUMES FULL 95 95 AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. _ BY: DATE: 08-14-2026 - '- CITY ENGINEER y 0+00 0+97 SSMH 1 TO 2-PROFILE Profile calla'":pipe aenrerime. SCALE:Ho¢ E Structures are per alignments named. 12:11 VeH 1"=10' CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. C20 of C24 BEFORE YOU DIG BY: 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE: i THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 AS-BUILT LEGEND A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. ss AS-BUILT SEWER LINE ----- _- 4-14� TI'aCi - J / _! I W w `71 o w w Q AS-BUILT SEWER MANHOLE w II, ` i zil 5,356 sf — [ AS-BUILT SEWER SERVICE I 11 122 I i I ------- AS-BUILT SEWER EASEMENT Proposed 11I -- Fire Hydrant W w AS-BUILT WATER LINE 124 I Z CO Lot 7 , / I III ® g AS-BUILT WATER HYDRANT,METER,VALVE I 124 / ®E3 _ s i I I 04 ------- AS-BUI LT WATER EASEMENT II ® I I 70�, N Z N Q I",10'Sewer 3+1 >3 Lot 6 Easement I I Q L0 d 1 I - V -p �`0 NII M M Q o c v v o e an B I Ci lu 0 0 �_ 00 + I W ~ 10 m Lot 5 00 Q N N 0 li T = I I I I I Lot 4 I 0 I v l I SSMR bn 9 0 10'Sewer I 48- ho I InlersecNon I Easement _ �° ,I j ( I tli 3 -- vote 3leY.$TA48N+00 00 06 L- ---- -- ---- 25 Pavement--l--g�— -—5--��±---A ef' o o pOSe Flre HYdra f I I I 6 / I me SO I I I e ---- �z7 "I RvwnsOST Lot o o�� o 0 0 0 0 `o `o `o 0 PRIVATE ALLEY SEWER(SOUTH)PLAN 0 20 40 Scale:1"=20' 0810512026 140 140 a Private Alley N o � N N 130 Design Ground 130 argog Q Jom zzzzt -___ x0¢wwww 120 120 SSP-6 a 265.66 AB266 LF 8"PVC S=99B80.0076 AB ?� H m 110 110 SSMH-5 SSMH-6 N 2 L1..1 48"Manhole Solitl Lid 48"Manhole Solid Lid Privote Alley 14+97.33(40'Rt[ Private Alley 17+58.06[10.7'Rt] 0 a¢ J Rim=+2345123,57 AB Rim=+ 125.06 AB ¢ r O IE(8"S[in=HS�]-}111584 AB IE(B"W)ouf=+>777-117.87 A6 ` oO 100 IE IE 8"N out=W.EJ 115.75 AB 100 D_ Q ¢ ZZ Z ,^ o Q 90 a 90 r z Q D- 0+00 1+00 2+00 2+85 = " SSMH5-PROFILE Profiletoowspipeeemenm ¢e. SCALE:Ho1°=20' z u Structures are per allgnments named. (2.1)Vert 1 10 _O O to v a N Lu 3 w w U J J J a J 3 Q a O w THESE RECORD DRAWINGS ARE SUBMITTED FOR REVIEW A TRUE COPY OF THE CITY OF U Q ARLINGTON APPROVED CONSTRUCTION PLANJ15GI FOR APPROVAL ON DATE:5/05/2026. = E Qo BY:PROFESSIONAL ENGINEER/SURVEYOR DATE:08/0512026 '0 U Q a J RECORD DRAWING AUGUST 2026 m AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT O v� THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS RECORD DRAWINGS.THE Q LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THE SHEET ASSUMES FULL Z} AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. 2 BY: �p,IYGCy,JC`�"' DATE: 08-14-2026 CITY ENGINEER E CONSTRUCTION DRAWING APPROVAL SHEET THIS PLAN CALL AT LEAST 2 AN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. C21 of C24 BEFORE YOU DIG BY: 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE: i THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 A PORTION OF SECTION 11,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. AS-BUILT LEGEND AS-BUILT SEWER LINE III i- —_ h ^ a• o—a— i7, Q AS-BUILT SEWER MANHOLE III Ali 1 �0 i W F AS-BUILT SEWER SERVICE III o O o O o o o \ o 0 o O o I I a Lot 12 III A I �\ ------- AS-BUILTSEWER EASEMENT II I II I li \ W AS-BUILT WATER LINE �~ 1 III I \ 1 I u \ Z N 03 Z AS-BUILT WATER HYDRANT,METER,VALVE Ea m \\ I I I \\ a0 n (V ------- AS-BUILT WATER EASEMENT III 1 III (IIIIIlI I fI I L IPnritvearsteec A tilleY•STA=21+0.31 IIH1I �I--SS�__r---__T-- .,G-__-___-___-�__-___--N__-_- ____-_-_2-5'- _-__-_ - Proposed Fire Hydrant t = �Q3._ P.o AS-BUILT STORM LINE Lot 11 El AS-BUILT STORM CATCHBASIN I Q on 10— — --- Pavement O O wr ~ Ease ate Alley Ali s EamLOf 10 I I _ O �M SSP4 ODQ s - ________ } N 1 46'- ole Lot 9 11 -Ma 48"-Ma 48" nhole N / J I l III Lot 1I M ill / 1z III e zo •r /� o -1� `0 0 0 0 o il� I o 0 0 0 0 I o o LEI I I e Io'sawer Easema N SSMH-2 NI - IlI1iI1tI1 SI I M'-S11 a-d1 _ 1IlIIl1s 11 I_ _ 12-4 124 �.S:F -hole S.FO 122 122 I IIII -----------II I roc Inn 5356 0 20' 40' PRIVATE ALLEY SEWER(NORTH)PLAN Scale:1"=20' oFs ON�ANG`'� 08/05/2026 140 140 Private Alley a NO � N N 130 E/1imp,r ce 130 Design Surface1/119p/pl cenfe4ne all pipe centerline 0 r0m ZZAS V w u Z ---------- -- --- u 30000 w ti ti --------------------------------- ' __________________________________._ $o-u pi�Q W W W W N 120120 SSP- a-000 a,< AB�S LF 8"PVC S�eeB9 0 3 110 110 w SSMH-4 48"Manhole Said Lid 48"Manhole Solid Lid �nvate AIIey 21162.651-4.9'01 'vote Alley I O N Q J im=+?3-36123,31 Al Rim=1353?125.18AB } PQ IE(8"E)in-H359115.72 AB IE(8"W)oLt-t B 118.28 AB Q IE(8'N(In�+5-59115.72 AB 3 Q O 100 - - 100 •` o 0 Q rn W Q m z z� Q � a0 90 90 ° z O r� Q C z �O J 0+00 1+00 2+00 3+00 3+15 Q n W CL SSMH 3-PROFILE Profile follow:pipe centerline. SCALE:Harz 1^=20' _ `� _ Structures are per alignments named. (2:1)Veli I'�10' O '_ O DL ¢ O a 0 Z W W J W 3 J P J J Q 3 Q a 0 LLJ THESE RECORD DRAWINGS ARE SUBMITTED FOR REVIEW A TRUE COPY OF THE CITY OF U Q ARLINGTON APPROVED CONSTRUCTION PLAN N FOR APPROVAL ON DATE:5/05/2026. - E cs BY:PROFESSIONAL ENGINEER/SURVEYOR DATE:0810512026 Q Q a ~ RECORD DRAWING AUGUST 2026 Lid AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT O m THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS RECORD DRAWINGS.THE o LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THE SHEET ASSUMES FULL Q AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. _ BY: -9-X(Ci DATE: 08-14-2026 CITY ENGINEER E CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED rT BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. C22 of C24 BEFORE YOU DIG BY: 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE THIS APPROVAL VALID FOR I8 MONTHS P W D#3985 h AS-BUILT LEGEND A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. so AS-BUILTSTORM LINE o AS-BUILT STORM CATCHBASIN ss AS-BUILT SEWER LINE O AS-BUILT SEWER MANHOLE AS-BUILT SEWER SERVICE ---—--- AS-BUILT SEWER EASEMENT -�T� r ��-� -I Tr--, �=-, �t \ r J• 7'Tr-- �- -I��-� Cl) T^ - - State Route 9 $ �. `�`� 11 c J � w AS-BUILT WATER LINE `� -' „ - N a0 AS-BUILT WATER HYDRANT,METER,VALVE -- `\ O '<o- -_____- AS-BUILT WATER EASEMENT _ _____________ \\�--\^-./^�-� ---�")--` >3 P ^ -------------- _ bOc --------_--__--------------------------- __- -------- --- --- ------------- ---- - _-' -Fasl A o�� M cmnl 00Q lAFI aiw2/ reotskpe _� �_L4 _ _ _ _ _ _ _ __ —�� \ 1 ` y __ __ t a \e-- J- ° --=- ---- a a a a a 1 4 a a I Ll - 12d m m II J- I I J\ \\ 1-4 �-- _{vl ulndreeuordo.docI urnenslB;M fl own na �i m m _ �m. m �, \-\ -•I\a\1Grp1 ' I {II� rp y_�F�Oz �o 4e•-Ma � CB-TYPe-I E.3}'od/ahenllo me � oR9 Lot 26 onhoI LOT 61 io 3 RL7 See separate wafer design plans Cnti for north extension of 12"HDPE Nl 1 h Lot 60 n701M0771Water main creek crossing from Tee. 7 Lot 48 9L O II 3 Lot 24 Lot36 Lo}47 o0 6 'I Lot 59 00 \� I p I' I I o�ooEanngN m 1Fbn Lot 35 Lot 46 � � � �tiy�-vA eco edo \ - \ p /,I 1 a• 171 Lot 58 I Lot 22Lotforemen bid com�, e saomboJe sae�✓rt �I o f,,�� o��, F 7 S rA I I 57 Boo , E nd n Io\ � of �I - I i" recce atlas NA I I 160 Lot 34 Lof 45 L a.Ca zo,raoo�s7 edebbr "P' See Electrical Design Plans \ A F./)<'7/74854 ;I �$/OS/2026 by others for secondarydry utilNconstmc}on end / ------- I -- T Lot 21 II Lot 56 ioc a All conduit lines Tract L l 1 I/V A II'/ //� —ly �I - 00 vLot 33 - - Lot 44 pp mate 66,890 sf/ 0 sarr��/(spy DN/ .•,�/ / {� N N N r :a I \ II \ \ I / a` I / I I I CB_yype-1 Bubble Up LOt$5 I c7 I Lot 20 ,12 2a4m"NE u Lo}43 i �� I . _ A,7�gLon,wA 9Bn3 �'� // ;•� \ ,o I g �a� V� 111VA 111I'I Lot 19 Lot 31 Lot 42 1: Lo4 54 q I I U z z z z z I'�" 1 31 00,.E -:� 'I• \ L Hu 3 0000� F / auoorl��a Lot 18 Lot41 ,61 �0}53 I\ Ex e a d sman I Vl 3 m 122- 17 Lot 40 1 Lot of 52 1 _ 2z—— Lor z9 dO1S o C� ACeeuE�emen, I ��j �� 3o Acce�E remenvbY ❑- 4oza4o/ I l+ I ,\\ I docomenl dander ❑ - AFN70noa 17063 om Lys Lot lb lit oo I 1LOt 28dPIPe Lot 39 L\o151 L /� �_ '__-__ -{u "� 0 a¢ Uv �l A jI\ �� III i� IIAI J r3---- --- - rvo/moos �_�_ LEI '� '°_ �C� <Q Lot 15 z PUD ns w1 �I Lot\50 - ---- -_-_ _ �- f �p `o°z 0 27 s-kefno oSla— =f= --__ E m'slam��n ge men) ` rn w EEpprr \ l per N20,B03090F9 Q 7eofsrope \ / SeePUDPlansfordryurlty zoL <i construction and location. Lot 14 , Lot 49 n `� / \ / u d 00 89. nneB a�-s a-aP nPdr oawamndau leq z ,S = Dry �r Ii 7s7o4p• I_w- �- QOf Q_j o CL jf P va�5hared Driv Z \ --�-5----- - L-------- - •Kat2-Bl�i� - O i P vateDSive A,5TA=8+00.00 / 29,979sf Q•, _ l r Intense Tra In c8on SSMB-3 t 99a ter eetlon S 17 3 I II I J aa'-Mann Ie I it Private rive A, - 37 sfl 48 annals I o 12a Prig ate Driv A,STA=+91.08 ?;:� See PUD Plans for dry unrN / -il Private Alley, TA=21+0.31 E '" prvate All y,STA=1 +Op,00 I ,l consrlucrion and location. / i Ir p LU lines are Boxes and condo t'C _ H M a � _ ��!`Imes are approximate � ,,\ _ _ __ _ J.'' it -;-�-, 1 ❑ a rn 0 `o 0 0 d a o 0 0 0 0 0 o n zz. --_'-� rpntnoe - / \1 \ -I-u- I 0 Ex! O +'\ \ - 107803 w m l I \ - F __--- ` - 3 I -- --- - apemen r - -�-----�-- - 122 — — 6==-- 3 3 \ J o U 120 wl L I g SSP Ex2 \ � J P J .SSP_&3s________ ___ __may.___ _ ___ ___ ___ _ __ _ _ _-_ii_>-ss-_-r= _-______.____ _ _._ __ _____. g a E.30'Ac)'ersE ems is _ x.BJP� dedundEr a _ ___ P 9 _ _ _ _�_�-_ — _ __ss _::--ss _ s by doc�enlrecorded � ss s -zr - s " _ s 1 /ems m �'rdge -ss-�.(�}-s:---:r---ss I-- s- +'� eSt AIS a 29'RON Dedication m under A.N 10/70Qi00751 70210Y11 5d25 y [ID - Izo - SSM H- - - - L20 Izo - _ �------ i --o---�-��a- _-TopolJ/pg E.3o'v Egeu Intersection 3msn 003OX-003'so/m _ l l C ( A.FN 91/0 0104 56 ^'L-� V RocdG ualJet Easement West Aisle,STA=4+99.92 M(/80lPope/et CLC \ \ \ I ( \I J I f I bet -- u r•aa'1°.weu-Eer��d&- --—o�r,i.Ft✓-891�7ao5ss--—-fnManee;-STA=200+00.00 g WA 98723 recorded ender \ /!�,—__ ouei edun- — _—__—__—__—__ _ 10WeS�A 51e,STA3e05 95 �IEk..30' RO O hh N77m r ,ocror M/n toa \ R`AGT7�130.fffi"-�--� � __J`__—__—__—__—__. _ < 131�,yyJp¢l 01P_00 I \J/ l /\ \`/ �� I I Private Shared Drive,STA=30+00.6C / / -I ROW / E _ 1LNen NI//tLC a??7ak.hb=eiAxe. 1 � � A / � // 11121 ruA 9Bn3 i I \\ � 1 ) � 0 30' 60' AS-BUILT COMPOSITE UTILITY PLAN RECORD DRAWING AUGUST 2026 Scale:I"=30' E CONSTRUCTION DRAWING APPROVAL AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT SHEET THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED �� V A THESE RECORD DRAWINGS ARE SUBMITTED FOR REVIIIIIJJJJE��W A TRUE COPY OF THE CITY OF THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS RECORD DRAWINGS.THE CALL AT LEAST 2 PER THE CONDITIONS ON THE TITLE SHEET. Of ARLINGTON APPROVED CONSTRUCTION PLAND FOR APPROVAL ON DATE:5/05/2026. LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THE SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BUSINESS DAYS BY: 22x34 r BY:PROFESSIONAL ENGINEER/SURVEYOR DATE:08/0512026 08-14-2026 BEFORE YOU DIG DEVELOPMENT SERVICES MANAGER a BY. CITY ENG ATE:G NE R DATE. 1-800-424-5555 D THIS APPROVAL VALID FOR 18 MONTHS P W D#3985