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Home My WebLink AboutCivil Plans - Harmony at Arlington (2025-08-25) LEGEND A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s PROJECT BOUNDARY ------I EXIST/NG BU/LO/NG °• R ----- --- ZONING LINE ______ W 2 PROPOSED R/W LINE PROPOSED PAVED AREA 'a - - - - EXu'nNGR101 AQUIFER RECHARGE/ SITE AREA ANALYSIS zlll^PINE, u 1/4 SECTION LINE PROPOSED SIDEWALK WELL HEAD PROTECTION SLOPE ANALYSIS LAND DISTURBING AREA Project Site Area 147,330 sf (3.38 at) ui EXISTNG PARCEL LIVE Slopes vary across the site.Slopes typical) from flatro n Z O') ACTIVE OPEN SPACE Low,Over 100 Y range Total Site Area 190,958 sf(4.38 act Area in Access Tract 56,939 sf U.31 act W. anon St.^ '`'' J N ------- EASEMENT LINE I_ 5%.Average slope is roughly 2%.Site slopes generally downward ------- BUILDING SETBACK ALLAN BLOCK WALL SOILS from the East to West. Area in Unit Lots 70,164 sf (1.61 act - E N C-4 Land Disturbing Activity81 O Q -'-'-'-'-'-'-'-- EXLSANGM✓EMEN7 EXIST/NGPOWERPOZE Norma LOOM; 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 act W.Jensen St. . C P PROPOSED CONTOUR MAJOR X EXIS77MGFENCE Hydrologic Soil Group:B/D Disturbance Tracts � O Q P PROPOSED CONTOUR MINOR Compact Fill Area}0 95%Modified Proctor Slope analysis based on T.I.N.triangle slopes of the Isurface: Total 147,330 sf (3.38 a<) 1 Q (V ------- EXIST/NGCONTOURMAJOR Site Grading 4, 7 J 10 ------- EXIST/NGCONTOURMINOR • DESIGN SANITARY SEWER CLEAN-OUT Range Arealsfl Percent Cut 0cy IMPERVIOUS AREAS /n -6 0%-IS% 190,958 sf 100.0% 41,69]sf (0.96 ac) a CLEARING LIMIT EX/5➢NGHYORAM Fill 8,989 cy New Pavement Area e= o W Iz 6 15%-20% 0sf 0.00% ^~ 1 i�'a 55 PROPOSED SEWERLINE 19 E3 DESIGN/EXISTING WATER METER 20%-25% 0sf 0.0% New Driveway Area 0ST (0.00 ac) b SITE O 25SI Osf 0.0% (14 w PROPOSED WATERLINE ❑ DESIGN/EXISTING TYPE CATCH BASIN New Roof Area 51,756 sf (1.19ac) g 33%-40% 0sf 0.0% a. od Q so PROPOSEDRZINE INE 0 DESIGN TYPE 2 STORM MANHOLE 4o%+ Osf 0.0% New Sidewal k Area 10,067 sf (0.23 act 2041h St.N.E. - ss---ss- EX/57/NG SEWERL/NE O Total= 190,958 sf 10.00% --w---w---w-- EXIS71NG WATERL/NE • DESIGN YARD DRAIN CLEAN-OUT 103,520 sf (2376 Z' -- -- FX,1SHNGSTORML/NE Total Impervious Area ac) a 0---a VEGETATIVE ANALYSIS & \ J EXISTING \ 14 s ' /\--J\'-= -\ [4 e rc l� \v ^✓) - _ / /"_ I//r`^ -.r ---_ I I Pasture 129,814 sf (2.98 ac) 88.11% o N 3 --- �"!=�_�1ro \\ Existing Pavement 17,516 sf (0.40 ac) 11.89% O 'p , __-- ---- B VICINITY M SCALE 1 z000 -126 1 PRO _ i�s =�>� Tz J B6\ \ Laral A 43810f (301 ) 00 0- Building O -- n teas s a-- `---_-- gape c z9.]4% MAP DESCRIPTION $ -------- t---_- E75'ROW ) /l i� I &Pavement Areas 93,453 sf (2.15 ac) 63.43% < ------_- i / 1 \I TRACTS A AND B CITY OF ARLINGTON BOUNDARY LINE ADJUSTMENT i Stale Route - _ 7s 3 - AND - Total Sidewalk 1 ,330s ( 8 ) 100.0% F Y^'0 ` A d 1006 f (0.2 ac) AS REVI,DBYAFFID AFFIDAVIT CORRECTION RECORDEDU DER J / /" I AS REVISED BY AFFIDAVIT OF CORRECTION RECORDED UNDER ¢ 47 f 3.3 ac RECORDING NUMBERS WASHINGTON, 150636 AND 20 PORTION RECORDS O -i- SNOHOMISH COUNtt,WA$HINGTON,BEINGAPORTION OF THE QUARTERSOFF HE SOUTRTER THF THE HEAST QUARTERTROF SECTION 11,TOWNSHIP 3I TER OF THE SOUTHWEST �R ---- ------1z6 --_-- ___ _ ,_�- MIXED-USE VILLAGE CENTER T4-F NOTE NORTH,RANGESEAsroFHEw.M.,INSNOHOMISHcouNrv. ��q AF�STF _ \\��-- (AMC 20.110.014(c)(3)) WASHINGTON; -�NOTE:The ex}ellsionofiMe------------------ - � �-,-�-_ L,_>_a_>_ >_ >_ >_ h p north-(rQm the Tee --- _-_-��---- �-�-,- _ - t---- - \ - BUILDING SETBACK NON EXCLUSIVE EASEMENT FOR ACCESS AS MORE PARTICULARLY SET is T - ---- separate fC)ep}Ond�ntirVy- \ / L)tea/S/a� -- ---- ---- '-'-s-'-=-`->_ >_i>_`>_ Density:Dwelling units/acre 15 dU/acre FORTH IN THAT DOCUMENT ENTITLED"RECIPROCAL ACCR$EASEMENT' water line --"----______ \ / Access h,S.R.Pre 1-ted fiomi76tl----__ -_ _-----_'--- ____-0 L �> �> > > J� Maximum Building Height 3 stories RECORDED JUNE 20,2017 UNDER RECORDING NUMBER 201706300752 p TIom}heViarmony f boundoryolpopetly byoocvmenl b'High PressumZ dslJTaIR.-----__ _ ----- --•1301-__.\ _a}Arlin} h¢IVIIReimFt12B N ry -- Minimum Front Street Setback 0 ft ssnc N N n recoro'ed vnderA.f.N 114027E -- -- SITUATE IN THE CITY OF ARLINGTON,COUNTY OF SNOHOMISH,STATE OF O, o- ,- Contractor shall coordinate with ------__�___---_-- - - �.7E -W -- / Minimum Side Street Setback 0 fr .vEagT o Cascade Natural Gas before ----------__�- \ -- r ! Minimum Main Building Side Setback 0 ft WASHINGTON. FJJ/ T / _--- 628-� \� 30�\ 9 ONAI construcion 6'Board Fence along L Tce olmape \ --/2 !- -m Minimum Accessory Building Side Setback 0 fi a}--,___1, _ -i/ - rib - DATUM&BENCHMARK _ 1 4"Red striping with stenciled red \---a-_ 24 L4 East Properly Line p 9 \\ M---M- 'T1 ��_ �- letters,"No Parking-Fire Lane"(typ) �� \ / PARKING SETBACK NAVD 88 NGVD 29=NAVD 88-3.72) 0812512025 »,dwrmrt_fip� I ( - _ A v 1/-' Front Setback 40 ff from ROW I -- Setback min 6 ft,ma\ \ Side Steet Seib x 10 ff BENCHMARK: S.R. urc- - / I - - --- ---may ll a -�T'aGt•9.9f -- _� Top atS/ope Y Pam./ Side Setback 0 ft 1 V I -'1 \ P S'B AS CONTROL PUNCH 9 \41 rg SR 9 / r I \ _J o g- _ �;?3�riI�R� - _-o �C�. 1 Rear Setback S ff TOP 3"BRASS DISK WITH PUNCH MARK IN CASE, n \LtT\\ �`vneL,AG�i aa24e4a719��, I / III Lot 26 1 - T,1f -- -- f (� DOWNI 6.92 TURN LANE CENTER 204TH ST.N.E.,I50 FEET WEST OF S.R.9. R '� � ELEV.=126.92 h 11 ` J II "✓� Fire HYdrant - __ _ _ _ /' \ 124 :\ I f Lat 61 M - - - \ BASISTA BEARINGS: Ri \ 1 + " I / _ ROTATED TO PER SNO HO LINE OF THE COUNTY CONTROL QUARTER HOLDING F L9 \II LOt 25 88-37 MONO 3 W PER SNOHOMISH COUNTY CONTROL HOLDING FOUND Split-Roll I � i LOf 37 � / � ^I-M_-_`1 \ m� � I `� MONUMENTS. \ \1 Fence/ / I SI/2SEI/4Se 10,n tubeot I\ \\ I Loi48 1 1 ovua E temenrre aided SURVEY NOTES o a 1 \ 1 Lot 60 Q 3 under A.F.N. ls79/l.u-oble \ E. E, t O i( \ vqA \ '�131 '•I Lot 24 I 1on Boundary Line Table 1. Boundary and utilities are per NCS Surveying,L-C\ r1 to rend document,shown R,�.s R W I Lot 36 II I e[AA.EN 27/4o221.fb76 1 Q"'\ 9 moved and rotated fo stare Plane coordinates by sound 47 I a / Development Grou z z z z r I f 0' n15'on P w u Z 0 0 0 0 i�((� Lot 46 I II L N 401110058J\a I l' �\ �/ h\/ Line# Length ° 2. Existing contours are Per Snohomish county Ldar Consortium. u 3' v,ti ti I 1 I Ivl d Lot 58 3 •.. ,..;:;• ..,.,L m'coiFocale / l \ Lx 40.03 I37' \ 1 128- I I ,.. Lot 23 1 „ I I \. -::.- - •e''° I a3/OSJ/9 2/2019 Direction O w »»m I I J - Ex 4'Access ' /�N Ll 40.03 N86°37 33 w m <w w w w v+ 22 I I JNFBENC ARK I wUt]�w��rcae< \ 11 I A I 126 I Lo134 S o Co/ rid t 17'E 111 II I 25 Pavement Lo}45 I ,I ( r� 1 100/h JIN�JTA:TQW00 L3 391.93 S83°25 44 E \ L \\I III rya II _ }21 I \ LOt 33 I Lot 57 Ease d ndwA FN.1 '� / ( ; I `g A 311.05 S03°22 31 W F < --- 100 \ I I :�-'' a Net! Soul,9/30 of West X L6 353.52 N88°37 33'W w \ I z N - \ Lo}44 1 rec 201706JX752 Tract C fine Eas118®an h �Q / La}56 Sec dgdbyQC. d Y:a L6 275.23 S03°4217W 66,890 sf A.Ey 2174B54 - � � z / LOt 2O 1 12^ A - I I I�`<� L7 97.30 NO3°42 17F O \ 11 uII m 1 ( I Lot 32 2 - I11, / / 2 } c,116 ao I II p L0143 I a I• / Bartell Drugs 1 (w T n g LB i 322.36 S88°37 33 E < \ If`' _ I \-Lot 55 / 310511003-041-00 1 RRArlrngton,LIC 'i �:. ^ L9 4.32 S05°25'41''W PROJECT INFORMATION .� a LOt 19 1 O L/{-�/1/(\Iv//II qPoI I II I.I/:I/I/\II/1.I,II IIIIIII I I�I IL///1 2--))I I`1-_ .II1 I1\)1r I2I 1• II II-- LOt LO - I L/ 10.01 588°1958E tax Parcel Numbers 310511-00 3 040-0 ,3 1051 1-04-007-0 0 0}42 Adnglo WA 98223 L10 30.21 84°33'19"E <Q 11 Exsrng Zoning CC-Commereal Corridor Exsr'n9 Land Us Vacant Ull 28.60 N05-2 QL0 Lot 41 1 „I'lII // / - /I I u2 z7A9 589°15 I4 E Proposed Land Use Mull Famly Residential Tovmhouses -122_ k `AIn Lot 17 LOt29 L13 NO3°22 54 E O e5 LOCAL SERVICES L14 lb Lot 2 Sewage Disposal: City Of Arlington 101 I6 LIS . Water District: City Of Arlington LOt39 ErJVAcEasementrb� NgFe School District: Arngton Dstnct 116 ct9 I L t51 3 love In dmnf riledndr Fire District: North County Regional Fire AuthorityII Lot 2% 1 .00 2 Post Office: Arlington 6 AFN 20170dR00752 I Mi3O_w �en / Electric Snohomish PUD ^O p Lot38 I i1 EsngiReeyd nY erAFN I/� h _ Sheet List Table Phone: zpry o Z Lot\� 70 B09020401 Cable Z ply F I Lot 14 I ' - polsmpe _i-- Sheet Gas Cascade Natural Gas Q 1"N_ Sheet Title Number 4 00 „00i / I ot49 / Toeofsrove` ` o'JY x ageEo�e ° Construction C24 CONTACT PERSON SITE ADDRESS < w Tel I I 'Y� I Y / r FN 201FQ3090S57 v l I < 9 It �e \ ��, \ Land Technologies Inc 7417204rh Sheet NE ~ vaseD q 7coo G.J 0 1: 2 CI all StePion g=i rive amo,n b me 24' r eo! Merle Ash Arlington,WA 98223 vJ I II Spl f-Rgil--r - - - �T�=�- _- - ,� •� 0 I~ 271 S57 i124 { J I C2 Construction Notes 188203rtl Ave NE J _ {i O �po! Arington wA98223 OWNER _ Pe a C3 Clearing&TES 360 652 9727 Harmon at Arlington LLC. Sb I• I a�(a C Plan made@landrechwa Y y.com 4012 148rh St SE PMB#30 C4 Grading Plan Mill Creek,WA 98012 U \\ // - - o azn I Fire H dranr / v umenlrecwded/- 2Y Y/ sf I 4 r �' a U 3 'yunde.lkE,N201003o90sse/ C5 Gradng&TESCDetails ENGINEER APPLICANT J P T IW I� A 1 v M 'l E/o'SI-0 m r I I{ age C6 Site Cross Sections A,B 8 C Land Technologies,Inc Harmony at Arington LLC. < Easeme}�1perA.F.N i- 2 i Ter S.Foster,P E. 4012 148th St SE,PMB#30 2vlBkw9vsn ,'gym ; C7 Site Cross Sections 188203rd Ave NE NOT Creek,WA 98012 Q Frontage Improvements Plan Arlington,WA 98223 -- 3 - J 122 Jy. TQoo CS 92.9727 a 3�r(dlandtechwa.cam U c9 WestASlePlanandPmfle ty v CERTIFIED EROSION CONTROL a��__� 'L \ _ •I: + I SURVEYOR SPECIALIST - E - 122 '-may I 1 I r CIO Entrance and Private Drive All Plan and Profile Sound Development Group,LLc. BVK Construction o m _ I I MnecRon� Q I I/-LY > s ` -` -k' - L .. 4}h Sr.NES 103+09701/ Cil Private Alley Plan and Profile STA 15+0 to 18+30 Jay Standish,PLS Anna Hackett,CESCL#I 7ff3a77 / r/e 1I4 P.O.Box 1705-111 Cleveland Ave.,702 Metcalf Sr,Suite A ua Aisle, /�0+00.00 C12 Private Alley Plan and Profile-STA 18+30 to 21+60.31 Suite 202n W 98273 Sedro Wooley,WA 98284 Q ^ 1 425.610.5059 II I l l- �, n - ---- A _- �\ _->_ ry 40'Access tract g cd� s me C13 Road Details 360.404.2010 A A naH®YKconstrucron.com f I II I /Ei?07enli Sewerlbt � .__-_ _ \I pdrA.F.N.PIICO1048 ptt E� RoadB E 0'/n�ss -- - '----__�120 Z > _s �- --- 01Oa�dSepduntle I C14 srormwater Management Overview Plan 0 / J/r'hes over o �Unde �l�nod8 U7TrliesE emenl 3/05T1 ' _ ->_i -T-- S m J C15 Srormwater Overflow Plan and Profles CITY OF ARLINGTON 0 c --__- _ ___-�_ _e�_ a> CC E Is'cwam^ \h \ 7de31 - I "4 CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT C dedunder pe A.FN�91t7d 55- --- MUBOJPro et.LLC / i \ I__-_ _ 0� 0� / ` \✓ - 7415�pe u / 12107/65G175i RO 29D3�93 satiff n: \ O ` op oc5/o - '`-Y� C16 srormwater Management Details I I / A.;N�t Z✓4-^ __ 4 7041h 517JF--'1--__(-__ nxa/ded - q e' >E 30'Ac es osemenls �\ N (^ THIS PLAN SHEET HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE P �'Jl\�.J \ N E 15'permanenlBZ'cess' _Ar/nglo2 WA 98223 E/7'lemp conshuchon easemenlper t---1 / byd ,v,,corded �� I n / C17 Water Plan WITH THE CITY OF ARLINGTON CODES AND ORDINANCES.CONFORMANCE OF THE I I \ I / / 1 menlperBSPreco _�P dedund 227)0714{gS - / unoerA.F.N 2717063C72757 \ l iv ) D f DESIGN WITH ALL APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE J Contractor shall maintain access to all Businesses ROVV D�dICa110 I Q N_?;� C78 North Water Plan and Profile RESPONSIBILITY OF THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE 1Starbucks,Walgreens,Plumbing/Dow Company,erc.) 3sq.tt '� $ APPEAR ON THIS SHEET.ACKNOWLEDGMENT OF CONSTRUCTION DRAWING REVIEW a ARCHAEOLOGICAL RESOURCE DISCOVERY: AIRPORT PROTECTION DISTRICT--SUB-DISTRICTC of all times orprovide,Plum gl g C19 sanitary Sewer Plan DOES NOT IMPLY CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRED V OTHER COUNTY,STATE OR FEDERAL PERMIT REVIEW AND APPROVAL.THE PROPERTY > If at any time during construction archaeological resources are observed on COA 20.38.090 Notice to Future Owners. .30, E / m R C20 Entry&Private Drive Aisle Sewer Plans and Profiles CALL AT LEAST 2 SS OWNER AND LICENSED DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE c the project site,work shall be temporarily suspended at the location of In order to mitigate impacts to the Arlington Airport,and to provide notice to / \ ROW RC \ a:3'^ ACQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS AND/OR discovery and o professional archaeologist should document and assess}he future property owners,all property owners within the Airport Protection BUSINESS DAYS / / ';n 8 C21 Private Alley Sewer(South)Plan and Profile AUTHORIZATIONS WHICH MAY INCLUDE BUT ARE NOT LIMITED TO,WSDFW HYDRAULIC discove The Department of Archaeology d Historic preservation DAHP p p y p p y p I\ SHEET ry. po gyon preservo ( I Sub-districts A,Band Cseekin gland Use Of building permit or under BEFORE YOU DIG / /. / r m $ s FIR 1HPA1, THE REQUIREMENTS INTENT ENDANGERED CORPS IE B g B P B C22 Pnvare AIIey Sewer INorth1 Plan and Profile C 1 of C24 and all concerned robes must be contacted for any issues involving Native substantial reconstruction shrill dedicate an avi dtion easement over their ( I I f // � ENGINEER$FILL PERMITS AND THE REQUIREMENTS OF THE ENDANGERED SPECIES ACT. American sires.lf project activities expose human remains,either in the form property to the City of Arlington. 1-800-424-5555 0 W. By C23 City of Arlington Water&Sewer Details of burials or!solated bones or teem,or other mortuary rams,work in rnar area language p CIVIL SITE PLAN 22x34 ry In addition,Ian ua a shall be laced on the face of all residential subdivisions C24 Composite Utility Plan BY: DATE: 08/26/2025 must be stopped immediately.Local law enforcement,DAHP,and affected within the Airport Protection District notifying owners or possible affects from o VELOPMEHT SERVICES MANAGER tribes must be immediately contacted.no additional excavation may be aviation activities. Scale:1"=40' ` undertaken until o 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 s � LEGEND W -------------- Design Path Design Path i L Boundary Line g g a \ ---- Design Right-of-Way Line Design Building -w- Design Wafer Line �� Design Area of Disturbance U O Existing Right-of-Way Line ---- Existing Building -w---v+- Existing Wafer Line X Design Temporary Silt Fence WZ C0 Design Major Contour Line -------------- Design Building Setback Line a -0 Design/Existing Water Hydrants Temporary Construction Entrance N - - - Existing Major Contour Line -sr- Design Storm Drainage Line 9 ED Design/Existing Water Fittings G### Existing Soil Log 00.N Design Minor Contour Line -so---,r- Existing Storm Drainage Line Design Drainfield ### BMP Designations Z N Q P Existing Minor Contour Line ❑ Design/Existing Type 1 Catch Basin X Design Fence Q h -- - Phase Line Design/Existing Type 2 Catch Basin X Existing Fence RG Designed Bio-Retention Cell V -2�O Or O Design Tract Line • O Design/Existing Storm Drain Clean-out - - - Existing Wetland Line/Hatch W ISM Design Lot line --- Design Yard Drain Line Design Buffer Line/Hatch ON Existing Lot Line ❑0 ❑ Design Yard Drain Catch Basin ---- Existing Buffer Line/Hatch 00 Q --- Design Easement Line • O Design Yard Drain Clean-out - - - Existing Section Line RG-L Designed Bio-Retention Cell Lined ------ Existing Easement Line Existing Section Symbol Z Design Shed Dispersion - Design Road Centerline < < < --onr---onr-- Existing Power Line Existing Road Centerline Tr Design Drainage Basin co Existing Power Symbol ,x. Road Drain Dispersion Site Benchmark ---------- Design Swale Line --�---*---*-- Existing Telephone Line w/100'Flow Pafh < Existing Benchmark -- Existing Ditch line Existing Telephone Symbol 1 0 Design Edge of Asphalt -ss- Design Sanitary Sewer Line -a---a- Existing Gas Line �, o 0 Existing Edge of Asphalt --ss---:s- Existing Sanitary Sewer Line Existing Gas Symbol 0 �I (2) (3 NGPA signs = "s Design Sidewalk G) O Design/Existing Sanitary Sewer Manhole -��.-.x'�� Existing Flow Pafh Existing Sidewalk • O Design/Existing Sanitary Sewer Clean-out �/�/�/ Existing Tree Drip Line p < 0 Design Driveway Line/Hatch ss Design Sanitary Side Sewer i J E RSFOS- ADA CONSTRUCTION NOTES: ''As��rFP. Thei NOTES:g notes shall apply to horoscope facilities within the public Right-of-way. GENERAL NOTES 1. Unless otherwise specified on the plans,or directed by the City Engineer,cross slopes of sidewalks shall be nominal 1.5%.cross I. All work and materials shall conform to the current edition of the City of Arlington Public Works Standards and Specifications,and slopes shall not be less than 1%nor exceed 2%. the current edition of}he Washington State Department of Tmrsporfafion(WSDOT)Standard Specifications for road,bridge,and nicipal constmction.A copy of these documents shall be on site during const--ion. E4 �� 2. Maximum slopes shown on the plans represent the maximum allowable slopes permitted by current ada requirements.The mu �E'v4'aaTfl�G= Contractor shall take into consideration construction tolerances when placing sidewalks to insure maximum slopes are not 2. It is the sole responsibility of the Developer/Cordmcmrto obtain a grading permit.III permit.and utility permits,from the ,f"ONAL E� exceeded. City.All required permits from other agencies must also be obtained by the Developer/Contractor. 3. Completed sidewalks or other horoscope elements that exceed maximum specified slopes or are less than minimum 3. Prior to any construction activity,the Developer/Conhacbr shall attend a pre-constmction conference with the City.The Q$/2512025 specified slopes shall be removed and replaced by the Contractor at the Contractors expense. Constructor shall schedule the pre-construction conference by calling(360)403-3500.Prior to scheduling,the Contractor must submit and receive approval for the traffic control plan,city permits,temporary erosion and sediment control plan,performance bond,copy of other agency permits,a copy of the contractors license,and proof of insurance coverage. CONTRACTOR NOTE: It is the responsibility of the contractor and construction manager to ensure that all conflick between plan sets are identified and 4. A copy of the approved construction plans must be on the job site when construction is in progress. resolved prior to commencement of construction activities. S. All site work shall be constructed in accordance With the approved plans.Any deviation from the approved plans will require prior N approval from the Owner,the City Engineer,and other appropriate public agencies. Ri CITY OFARLINGTON STORM DRAINAGE NOTES: 6. All of the location,of the existing tilitie,shown in the plan,have been established by field survey or obtained from available I. All storm drainage improvements shall be constructed in accordance with these approved plans and City Standards and records and shall therefore be considered approximate and not necessarily complete.It is the sole responsibility of the Contractor C O U specifications.Any deviation from these plans will require prior approval from the owner,the City Engineer,and other to independently verify the accuracy of all utility locations. appropriate public agencies. w m 7. The Contractor shall locate and protect all castings and utilities daring construction and shall contact the underground utilities i�i of v 2. All pipe materials shall meet the requirements of the City Standards and Specifcations.Acceptable storm drainage pipe locate service(1-800-424-5555 or 811)at least 48 hours prior to construction. U Z O O O O materials include concrete,pvc,race,and ductile iron.Corrugated metal pipes(galvanized aluminum or steel)are not r"U 3 ui t d b the City All t t have gasket, d shall be water fight unless otherwise directed b the City. 8. Inspection and acceptance of all work will be accomplished by representatives of the City of Arlington.it shall be the Contactors l0 i Q ----m accep e y y. pipe joins must gases an g y ty. a w>>> responsibility to coordinate and schedule appropriate inspections,allowing proper advance notice.The Inspector may require a U in m rr� �Q 3. Pipe bedding material shall be 5/8-inch minus crushed gravel for all pipe types,except ductile iron.Bedding material for removal and replacement of items that do not meet City Standards or were constructed without inspection. ductile iron pipe shall meet the requirements of the City',Standards and Specifications(Chapter 4). 9. The Contrail keep the on-site and off-site streets clean of all times by cleaning with a sweeping and/or vacuum truck. 4. All trench backfill in areas of pavement or structural loading shall be compacted to at least 95%of the maximum dry density. Washing of these sheets will not be allowed Without prior approval from the City Inspector. All other areas shall be compacted to of least 90%of maximum dry density. 10. The Contractor shall maintain two(2).is of"as-built"plans showing all field changes and modflicaflons.Immediately after r 5. All hall be laced on stable earth.If in the o f the city for,the existing french foundation is unsatisfactory, construction completion,the Contractor shall deliver both copies of red-lined plans to the City.The City will forward one of the w pipes p pinion o y inspector, g ry• copies to the design Engineer. then it shall be excavated below grade and boddilled with gravel bedding material to support the pipe. 6. Lot drainage systems,stub-outs and any drains behind the sidewalk must be installed as required prior to sidewalk 0 Z onshaction.Stub-outs shall be marked With a 2"x4"With 3 feet visible above grade and marked"STORM".Location and EROSION/SEDIMENTATION CONTROL NOTES: } a� depth of these installations shall be shown on the as-built plans submitted to the City. 1. Approval of the Temporary Erosion/Sediment Control(TESC)plan does not constitute an approval of permanent road or storm Q i drainage design. 6. All catch basins shall be type I unless otherwise shown on the plans and approved by the City.The use and installation of •- p inlets is discouraged. 2. A TESC plan meeting the DOE Storm Water Management Manual adopted by the City shall be submitted to the City for approval L Z prior to any work on the site.An approved copy must be maintained on-site and be readily available to the City Inspector aT their Q m 7. All catch basins with a depth of 5 feet(rim to invert)or greater shall be type 2 catch basins equipped with 3/4inch diameter request. '- safety manhole steps or a manhole ladder per City Standard Details. Q m 3. The TESC BMP',shown on the plan must be installed prior to all other clearing and grading activities,and in such a manner as to Z 8. All grates shall be marked"outfall to stream-dump no pollutants',all solid cover shall be marked"drain".all catch basins and ensure that sediment-ladden wafer does not enter the drainage system,leave the site,or violate applicable wafer quality Z 3 manholes shall be equipped with locking frames and lids or grates per City Standard Details. standards.maintenance,miaddement,and upgrading of the TESC plan is the responsibility of the Contracfor unfl all construction y O is complete and approved by the City. 9. All grates located in the gutter flow line(inlet and catch basin)shall be"flush"with pavement level. 4. The boundaries of the d-ring limits,shown on the TESC Ian,shall be clear) fenced or flogged in the field to starting C Z g p y gge prior g C 10. The Contracfor shall be responsible for adjusting all manhole,inlet and catch basin frames and grates/covers fo grade just prior to construction.No disturbance beyond the fenced or flagged clearing limits shall be permitted.The fencing and/or flagging shall O curb installation and/paving. be maintained by the Contractor for the duration of the constmction project. n w LU 11. All retention/detention facilities shall be installed and in operation prior to,w in conjunction with,all construction activity,unless 5. The TESC facilities shown on the plans are the minimum requirements for the anticipated site construction.During the construction = otherwise approved by the City period,these TESC facilities shall be upgraded and added to a,needed,for unexpected storm events and to reflect changed ^O O conditions,as required by the City. Z 12. Detention/retention Fords with side slopes fee than 3:1 or with a maximum wafer depth ter than 3 feet shall been.1i Z pon pes steeper p great.,with a vinyl coated chain link fence. 6. The Contractor shall provide the city a 24-hour emergency contact phone number of the Contractor's certified erosion control supervisor prior to starting construction. Z 12. Bid-filtration swales and/or filter strips shall be constructed,bedded or seeded and in operation pd.,to,or sodded in conjunction O with,asphalt paving.The vegetation in the bill- le must be well established before paving begins. 7. The TESC facilities shall be inspected daily by the Contractor and maintained as necessary to ensure continued function and operation. 13. Storm water retention/detention facilities,storm drainage pipe and catch basins shall be flushed and cleaned by the Developer 8. Between October I and Add 30.disturbed areas that are to be left unworked for more than two(2)days shall be immediately prior to the City,acceptance of the project. covered by mulch,sod or plastic covering.between may I and September 30,disturbed areas that are to be left unworked for 14. When infiltration toddles are constructed,compaction of soil is not allowed,as the design is based on naNral soil in the original more than seven(7)days shall be immediately covered by seeding or other approved methods. location.Vehicles shall not be driven over the infilhafion area during construction. ~ 9. Sediment deposits shall be removed from all Catch Basins,Pre-treatment/sediment Pond,and sediment Traps upon reaching a 15. If the contractor encounters groundwater or soil conditions different from that shown in the plans during infilhafion system depth of 12 inches. U 7- installation,the contractor shall notify the city inspector. 10. Any permanent retention/detention Tacitly used as a temporary settling basin shall be modified with the necessary erosion control J P O s shall ovide adequate storage capacity,and shall be cleaned out entirely once the site is stabilized.If the permanent U a CONSTRUCTION SEQUENCE facrd is pr Itimmely function a,aninfiitutian,y,tom.the facility shall not be used a,a temporary settling push. C 3 I. Arrange and attend a pre-construction meeting with City of Arlington staff,the on-site erosion control specialist,the design 71. Where seeding for temporary erosion control is required,fast germinating grasses shall be applied at an approximate rate of 120 O engineer,and owner. m 2. Contractor shall have a copy of the City design standards and all standard details on hand at all times. Ibs per acre. U 3. Identity clearing limits as required with flagging and/or temporary orange construction fence.Locate tree protection fencing 12. Where straw mulch for temporary erosion control is required,it shall be applied at a minimum thickness of 3 inches,or 3,000 - boundaries. pounds per acre. d 4. Grade and install construction entrance(s). 5. Place silt fence,straw bales,etc.as necessary to prevent sediment-laden runoff from leaving site. 13. Soil stockpiles shall be stabilized within 24 hours.When actively working with the soil stockpile,stabilization BY GROUND COVER U 6. Provide protection for existing offsite catch basins and other drainage facilities. BMPS shall occur at the end of each work day. Q U 7. Clear any vegetation on site.Complete mass grading.Stockpile top soil for redistribution to minimize export.Reconstruct sediment-trapping measures as grading progresses.Relocate surface wafer controls and erosion control measures,or install 14. Stabilized construction entrances shall be installed of the beginning of construction and maintained for the duration of the s site conditions change so as to maintain compliance with City of Arlington standards. project.Additional measures may be required to insure that all paved areas are kepi clean for the duration of the project. 8. Excavate and install central bioretention cell system and protect from future construction activities. 9. Excavate Storm infiltration trenches at level depth throughout site.Backfill with clean sand or gravel.Geotech to ensure 15. Maintenance and repair of TESC facilities and sfroctures shall be conducted immediately upon recognition of a problem or when O otrenches connect with recessional outwash sands. the TESC measures become damaged. 10. Grade and stabilize roads in conjunction with clearing and grading activity. ` n I I. Install/maintain temporary sedimentation measures. 16. Upon completion of the project,all bri shall be removed from the site and right of way.If bri are required to remain in 12. Install infiltration trench pipe distribution system in upper zone of pre-installed french. place for further protection,arahements for removal shall be made with the city inspector. 13. Install Water and Sewer. I4. Locate and excavate Bioretention systems and associated stormwater conveyance. 17. The duff layer and native topsoil shall be retained in an undisturbed state to the maximum extend practicable.All areas subject to 15. Locate and install townhome foundation systems following geotechnical engineers recommendations. clearing and grading that will not be covered by impervious surface,incorporated into a drainage facility or engeineered as 16. Install footing drain system,connect with downspout stub,and connect with infiltration trench pipe distribution. structural fill or slope shop,at the project completion,demonstrate the requirements established in T5.13 of the 2024 SMMW W post > 17. Final grade,construct and pave roadways. construction soil quality and depth. I8. Construct bioretenfion facilfies once site is predominately stabilized and no construction wafer will be introduced to system. E Biondention systems may need to be plastic lined and protected until site is completely stabilized.Ensure bioretention soil CONSTRUCTION DRAWING APPROVAL SHEEP media and underlying layers meet minimum specifications.Vegetation shall be established and vigorous prior to introduction THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED /� CALL AT LEAST 2 ofstormwatertosystem,regardlessoffimeofyear. C2 of C24 19. Ensure that the permanent drainage system is complete and functional. PER THH S�TITLE H BUSINESS DAYS 20.Remove any temporary sediment controls when permanent drainage is complete and erosion measures are in place and 22x34 BEFORE YOU DIG functional.Add topsoil to planting areas.Plant areas in accordance with landscape and wetland mitigation plans. gy; 21,Remove remaining temporary erosion control measures when danger of erosion has passed and site is stabilized with final DEVELOPMENT SERVICES MANAGER 1-800-424-5555 City of Arlington approval. DATE: 02/26/2025 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 s BMP'S(to be applied as appropriate) -_--- BMP's: C1o1 Preserving Natural vegetation W _ ---- C102 Buffer Zones a \ _- ------ n --_- C105 Stabilized Construction Exit �� Boundary Line Table clo3 High visibnityFenae - C107 Stabilized Parking Area ------- Line# Length Direction C120 Temporary&Permanent Seeding u.i U ---- C121 Mulching -_--`-"--------- C122 Blankets M Ll 40.03 Al Z C123 Plastic Covering J CV n --��- C125 Tarsailing/Composting N t2 372.40 NO3°42'I7'E O aD -'�--}- o C130 Surface Roughening P N T-_ - / L3 391.93 SaW 25'44'E C140 Dust Control aces Z Q P -------__- _ 'T}\� //\��/�_ \ C150 Materials on Hand _ IA 311.05 S03°22'31"W 1 3 -- —--- State RO(/fe(J �, -� �� \ �-„�T� T- C 151 Concrete Handling 04 --- -_ - - \/` "✓ � - --r-,-,- LS 353.52 N88°37'33"w C 152 SawcuHing and Surface Pollution Prevention -2 h >_> yyyyy �� _ o \ IJ ------ ---.---------__ - a C153 Material Delivery,Storage and Containment � `� __ -.Z y a_y y C162 Certified Erosion&Sediment Control Lead O __________\ -----____ - > yyy - \ � L6 275.23 503°42'I T'W _ Scheduling '0 -- K-11 Coneys rice e an d T ee BMPs C200 n ercePfor Dike and Swale 7 97.30 NO3°42'I T'E 0QN �oF p� i () ---726-- --- - -----_- yy LB 322.36 88°37'33"E C20 Cal Lig -728728- 1203 Water Bas EDQ ActoSR _-------- C204 Pipe Slope Drains by p Spreader, 128 I/40278 --- 30.21 p----- 0 i-gua Slit Dike C3 r L11 28.60 NOS°26'34 E et Protection44 Silt Fehae 34 L12 27.49 S89°15'14 Ji Strip a C235 SlrawWa le C24o5edlmenlaP 14 10.01 88-19'58-EM heb / O L S0w - 0E" \ '126 0 /0' Area of Disturbance fyp.I o-Vislencnthey9 Place Hi oa9eaalonng < neA.GN 830404A279 ter and gasmain before lefir.Qcon�uFfion <' - -124-- ----- - - :2 0 -/II II -\ rl N � \\ /�I/ II -I .' son/ltubxr \IIA ! ro eu1 Eotemenl.�wded j vi under o"la-1111.Un-ob/e Y V� ST /oreaddA A,.N. /;tnawnon I C ~•� dco �AA.ev zvlao2vrau ti zb Star Ihet I_ Prof.non E �GRT Rm ss/ONALE`'o r-126---I I III I/4� I! � p \ 0812512025 SlFen ery \ CONSTRUCTION SWPPP Silt Fence \ The 13 elements that are part of a Construction SW PPP are as follows: 24'A—Eosemen&by Y \ I / I �I II / / I / II I -—__— \\ cumenlrxo dedunder I •-1 \ 1. Mark Clearing Limits:Prior to clearing or disturbing the limits must be marked.This tQy y AF.N 2017LaV7,,V ) elements part of most normal construct on plans as one of the first steps. �R 22-\ // 2. Establ sh Construction Access:All emson control plans shall install a stabilizedcon TMCi L/ under.If a scan Note:ravel c l wash iruction en1mr-ce(or other s of entrance fe preventing sediment transport onto the d Q O U V mods).If a standard gravel construction enhance is proposed,use geo-textile fabric >.'V M I\ III 1 c I I 166 8 quire pans propose winter grading. II II II I _I Bade <m�0� r 4 1 -a[.. 310517 -t;4/-L'D 3. Detain Flows:Based on a downstream analysis if may be necessary to detain runoff from J 0 m Z Z Z Z FPIAdn/on LLC a site under construction.It may be necessary to construct and use a detention pond to w u z O O O O 74232 4/h S/NE control Flows tlurng construct on 3 ru:n:n:n:n m -�Anngi ,wA9szz3 oz<a»»� 4 Install Sediment Controls If there is runoff from the conshucton site,sediment shall be a U 0 m rc Q removed from the wafer.Note that the water quality standards must be met. 5. Stabilize Soils:All exposed and non-worked soil shall be stabilized by use of BMP's.Note Z / -_--- there are time periods of allowed exposure that depend on the season.Groundcover 3 q Q I I I L oposesiSiB Pence I 1 I Y Ex.30'A—EI I-1/1 both temporary and permanent need to be part of the construction plans. sal C23 I1-1 I Tempos StockpileA�a byoaumenlreca�d w (to be re roved prior t „ I undwAP.N 20/7WXZ,52 6. Protect Slopes:Cut and fill slopes need to be protected from erosive flows and building anshucnanl q _ _ concentrated flows until permanent cover and drainage conveyance systems are in C M 'Q j I� III I Place. O a } � --- - 7. Protect Drain Inlets:All storm drain inlets require protection from sediment and silt laden } T i III �II III �dols water. 3 Prd�brvaf,n of Native II r III \ L- 8. Stabilize Channels and DOW,:Temporary and permanent conveyance systems shall be °` p OZ I I—tioafion at iv 1 I /\ stabilized to prevent erosion during and after construction.Culvert outlets require rn VegII �I d II / \ Construction access shall be Q "- 1I i 12 limited along hq tl boundary of O protection. Q i neighboring business during 9. Control Pollutants:The plan shall show how oil pollutants,including waste materials and construcfio until necessary. Y r---—- y - Z Z a c- c - demolition debris will be handled.This includes maintenance t construction 3 OQ� - equipment, application of chemicals,and wafer treatment systems. � m O 10. Control De-Waterin The wafer from di-waferin f f trenches,vaults and O ` II II I, it g: g system or /# zz, / \ Y 11 / foundations shall be discharged into a controlled system. z o \ E go \�\Ex.22'1 nn Dv/qe Earemenl 11, Maintain BMPs:The plan shall provide for inspection and maintenance of the planned ^w Z — and installed construction BMP,as well as their removal at the end of the project. _ ,n Q Pul I 12. Manage the Project:The plan shall outline how the site shall be managed for erosion Tra control and identify the management team.It needs to cover phasing,training, p preconstruction conference,coordination with utilities and contractors,monitoring and 29,979 s' O N NZ reporting.a shall provide for notice of problems,revisions during construction and o tN Stothucks - - aontingenoy planning.one of the most important elements in the management of the < LLJ project is planning for contingencies based on the risk of exposure during phases of the / / \\ J1 � , development.It is essential that planning is ongoing throughout the life of the project. _y I��- I //� Ex./0'SA'eserkerE eme I I Iy aI 1�. / W bydoctnh@n1—ah"'d I y T / 13. Protect on Site stormwater management BMPs for runoff from roofs and other hard 1� ^) t.\ y I I \ \ I underA.FN?0{8030ft7 y /0'Jfoim Dom"ge�emen// surfaces.On-site Stormwater Management shall be protected of all times during V I \ I111 -- l '� A.f.N 201 557 gemen pro g TempoOrry �j y - / theconshucton This thatstorm 1 management BMPs will be Z process may Consfructon r I I - I \ ��-- __�? installed towards the end of the construction processt d sltation and compaction. Enhance I ✓ _ Top Doll Rand&ZINhIsf-11e1/ I s ^\ \ yy'�1 � s-��-.� IJ Y I a Y F.N J W o perA. J P J 3 r al ?��\e __� _'_�� _ _ _ I V z - n- -- ---s�= s --I -�_ - ---F V v '� E 30"So�lary3ewerE men} Tr- y -y y'-y'- �29 ROW Dedlcahon n --ss---- [ [ IJ /Perq.FNel/m/oue x\�/ProposeasnPence� uao.----_--- �_>�1 _��- o ° Contractor shall maintain access'�r ------------------- u 'to all Businesses IStarbucks, I\—--—_mil— C233 I /��T✓� / .C/[Olch Ex.IS' enlacrest Bare - - - --- Lam- 7g5300752 E �nr 00 coEO U / Walgreens,Plumbing/Door I �- -� ---- u A >-a >_> i �., 40 R lCOlon Ex.10'ACCP E emen/per -- ---ss-- Q a�R— nder2021071ASOS l v ✓ I Co at or ( Ex. Inm. E,", dB UJ--1 _ Area of Disturbance 1 /�, _ s-y > > j BJP mpanv.etcl axev.acrouondun�bYpa¢umenl -� 1 (YP) - �-- La- — - reruns V T od provtle detour I CI01 - �_ y a'�,'- -v y>- --_—__ ..PP14Af1.7Rs2�_Z—__— --f.__ y _- �v�, 1--------- T /� 1VJ -- — - �> _ 210� o __—__—__— Ex.1S'cul&Ci//eoremer�i' I \ ,y 1 '3 __ � c J i � \ L c 31osi/l ------------------ E./ram P.aonememeN -------1=----- \ :.s \ \ h J \ / MY&DJY LLC \ I \ -—-_—_&fP dundey / Contracfor shall maintain access to all Businesses ,1 \L y I r 74/s204/sxNE / I \ (stamaaks,wal Plumbing/Doorcom ^\ - I _ ng/on I A 98223 I r —__—__—__—__—__�I ✓ Prorvide detour PanY.efc.) -r at all times or CLEARING&TESC PLAN Scale:1"=30' E CONSTRUCTION DRAWING APPROVAL SHEET THIS PLAN CALL AT LEAST 2 AN SHEET HAS BEEN REVIEWED AND APPROVED j BUSINESS DAYS PER TH�STITLE HH CJ of C24 BEFORE YOU DIG BY: 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE: 08/26/2025 P W D#3985 THIS APPROVAL VALID FOR 18 MONTHS M A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. to s ---------------------------- — ---- c----------- I �� W t_ / � do eb -- --_------- X J / \ w - _ _ --- /y `/ / Z M _ �- �- 'T'__' /`�� -(� �i^ r�"�--� - -_--� o•cal /---- Y- Z NQP -----_--- -_-- --- a ---- �_.� I _ 10 LO -------_--- __ ` s a� _____________________ _ _ - aaa>-ai>i " _ _ _ -------------------- _ _ _128 _ East Property Line iong —_ La State Route 9 \ \ Cy /�\ \ \---' 1 r __ � M_ -^^- II =T �9 - _ -'- -a-- -a--- R_ � � — — '_r\-� \ .0 L11 \ I I I li _ C 'o 00 - —r- I _ _ _ M_ _ _ _ _ _ _ _ t0 a _-� - 12,if114'kh �� 'I Y -: I i I LO}25= JI/z,JE//4Jeclron l/r \ I Split-Rail I� Lot37 v )`_� 711 S2 11 \I \\ Fence P - I (7 --- a 1 ( / Lot 48 under aFN IIs79//. n oe� \ A\ Lot 24 \\ A / 1 �µ B.FOS O I 1 / I ��oFwAs,, Lot o, r Lot 36 A n ro 6' I I \ F / ^ \I I II Lot 59 E./0'J,nvE semE-h g \/ lII 'I I Lo123 I I -ice nsroe o/ancrusn9 al _ 'iys' \ �' Lot 35 � omoaiFodi/rr 1 Row Row Lot46 / -�� co edondrA.ry of G r � e el nose 1 F Reca,��z Lot22 00 Lot58 l\ aJ�oNA�E� Lot 45 I - - V / � '�1 08/25/2025 I �I I I Lot57 m j v / II I 'Lot 33 Lot 1 v 00 oz \\ Lot 44 " �2k•Aocerrcrne lser Nom/0'o/me oumJo'rn's\ \ I y I doc.ken/e o dednnde v F -----__- - AfN 20170690o7s2 me or/60'o7r e sw I N a / / I Lot 56 � h v4s lionlLoeeddarar�� Loi 20 ---- I �,.. a Tract C / 11de1A.EH 2174as4 I I m /I VA III III 1 1 �� Lot 32 66 p9��/ 7 Lot43 Ha/ie7j .. Lot 55 I Orugf / ,I w m O ...... Jlasn-0pJo4/-� // / '�;. I Z Z Z Z Lot 19 C Lot 3I 1.I �' Ra/Ad�vin[[c / / wuz0000 V Q - 742J o4msi HE '' / I 0 Lot42 m I I '! Ad✓b1WA9a22J / el'.. /^\ o�<Q»»N I l I I /NCI c O �L�t 54 / �I auoo��a Lot 18 I Y / ;-..r, 1 4 Lat3o� a '7 x. Ir 1 00 10 3 N n Lot 41 �oe4 Lot 17� 25 Lo}29O u 16 00 Lot 53 T7Pavement d ry Lot 40 ILot 52 C M c0 III I Lot16 Lar2s - - ---- - - - n ------ � L // aZ g — dO1S I o - E.6'a d smon o-I 1 /I III r ill f d II a Z of39 25 yot51 L- I eae'A S a eby ; 4' 3 1 IxI� � 2 oLot 15 Lot 27\\ act 9 Pam 3J67sf G A.FK 20170b�751 re ` me/ O AW 2,11"020W 7 I Lot\50 < } RLOI �'2p . -�/� - > r �- z O V2 Lot 49 _j'1? Cs r O/o'Jmmao y ce/ zoPaemenr8 omo9eEomen/9 ✓ oEaEN2oea0msn 35,954sf ')) ,--� I 24• oo z Split Rail � tit m Fence P1111e�n zn _a Z� ZQOO J STA=21+ =--------- Starbucl5 I r GF=123.40 STA=20 I 2 7 1r t Private rive A,ST +91.08 121 •\ �.T / r o-�, r ti ^ I Z y I on e Private oey.su 1s+oo. �~ GF= oo mil✓i �. 1 I GF=723.40 U b O O `t M N l7?� k �! / Y 11 lj o cF=lz3so ° ° o ° �- �Z - �� E./0s b n 9eE emen - �'< - --' 123.50 o �:�'�__ r 1 V 1 11 I w r a s 1 e A.R j 201J0J0snsr7 r I GF=123 _ .50 Z Erer A `\v I_ _\ - - Wes/ Fes,: -- -� �-ss---� s F� f fleett men - _ m V —�� 1 - �T �-_� a/sia — U_ I 1 � I 1 F.Jasrr}}/orys,,,ercnremm,/ `gyp• - � oo co o t eOx-L4pd59r --n�-- _arR r2nv2e/o0�ne.s.,se�n/sar E _- avzreo2c/ E o-�m-.e n-° - I ,..-•.Yr K rn Imsesedo -----ma West Aisle,STA=4+99.92 __ - 0-4-sfs.-Ni E,ntra ,51A=2D00.00 -A93-033-A9 sl69-1dJ»/elE _ -- ____ dd�4a1 Szm7 �c- �/ ud e,__- —- _\a A v2/anas�s A4hglon WA➢9229 _--_—x ----------- E.Ir� h,? SSTTAh I0rrrlllII 0+00.090.7 0 O` I -I I GRADING PLAN 0 30' bo' LAND DISTURBING AREA SITE GRADING o �' Scale:1"=30' E Total Site Area 190,958 sf(4.38 act Cut 0 cy CONSTRUCTION DRAWING APPROVAL SHEET Fill 8,989 cy THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED ^� ��A PERPER THS TITLE H CALL AT LEAST 2 Land Disturbing Area (� of V of 146,070 sf(3.35 act BUSINESS DAYS _ BEFORE YOU DIG Distarbance BY: 22x34 1-800-424-5555 DEVELOPMENT SERVICES MANAGER DATE: 08/26/2025 i P W D#3985 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s � W_ - CJ u O w ZN N O n�aN S Q3LO rLandi Width W O ng 5 Varies V 10 BMP C105 / W 0 0 �6 Pavement or ±2%max p M NOTES: snoulae s10 1. The entrance shall be maintained'n a condition that will prevent tracking orflowing of sediment onto _2% Pe O C public right-of-ways.This may require top dressing,repair and/or cleanout of any measures used to `Ll D pop Q trap sediment. O1 2 3 Pivot Point A Varies Q pp 2. When necessary,wheels shall be cleaned prior to entrance onto public right-of-way. Pivot Point A Cement concrete curb&gutter (curbed sections) 3. When washing is required,it shall be done on an area stabilized with crushed stone that drains into NOTES' an approved sediment trap or sediment basin. 1.See STD Dwg 4l'1 0 for Curb Details. FiltenrTafabric 2.When accessing shouldered roadways,maintain shoulder slope to pivot Filter fabric material in tenal J point A. continuous rolls.Use wire Ex.chain link fence to PLAN 3.Access t de shall be measured from t t B. nngs or zip ties to attach d silt film fabrics 6 Y point grace pivot point fabric to fence suupo �,a\ 4.Landing width W may be reduced subject to approval of the engineer in ordance with Section 1-05 of these standards. TIM 0 5.A vertical curve shall be constructed to transition the landing to the access Provide washetl Gravel L h.The vertical se Lion between the curve and a 10-foot chord beefBack iorcompactetl _approac pars § Native Soil astlirectetlby BMPC207ear -8"OuarrySpellsof the curve shall not exceed 3.25 inches(where D is positive)or 2.00 inches - engineer n ,Imin.12"}hi 6.ck) See Tr d Se ron2-07g may § -- — \ § P manentseed PeQdeta l ;8"rre a = O I re D' ga ive). If er a it uired,e rural landin be±5%.° m' 116in. ex coss vA�y yA��A.aV�V�\�\�aVwArV V;.A vS 1ppingsfromvare oRESIDENTIAAL CCESSI NACCESSIN AL LANDING A+ES NGARX DE \l structural pad arear ___________________ ury roof _____ r�iNPARTE min. D Ex st Chain ' T `SOrto Cut offSwale <e ICO acre RESIDENTIAL(URBAN) ARTERIAL WIDIS W 5 ±7%MA%. betterwood ed��atlselntandard or B by 12"tench 8"min. 1.5:1 mpx r;� �f ° E 15% Fence Filter Material in B" LI RESIDENTIAL(RURAL) ALL 5® ±8% MAX. l q I SECTION COMMERCIAL/1NDUSTRIAL NON-ARTERIAL 30' ±8%MA%. ELEVATION vA.�Av v/vAwAwA��\�V/V/VECTION � COMMERCIADINDlISTRtA1 ARTERIAL 30' ±5%MAX SECTION ' ` STABILIZED CONSTRUCTION ENTRANCE ACCESS POINT GRADES �� SILT FENCE BMP C233 \ SOIL FILTER DAM / SCALE:STABILIZED Adopted from.19 SMMW W Vol.2,Fig.1.2 L SCALE:nh --- J SCALE:nts Per 2019 SMMW W Vol.2,Ch. SCALE:nls -- 0 .v ? �/ Ffs/ONA�aO . OS/25/2025 ar:z0:z Jom zzzzt Ouz 0000— au3w Tract oyaQw»>m au000� �a Varies,per plan 2.0% Ti 3 Lo shall be placed and compacted in C h 2"Wood\Chl troll surfacin N O p 9 accordance with section 2-s(Method of the Z 6"Compacted Depth Gravel WSDOT/APWAspecificationsompact d 0 a Bonow or Pit Run Gravel Surtacing matum d shall be compacted or < 1 I / Trail Section 95%of maximum density(modified proctor). w/ SCALE:NTs -- Compacted drivable surface within watermain Q 0 o easement of Tract A =M min.10'wide. Q i2 3 � y0 E s z O fn ny J_ = Q BMP C200 BMP C200 ^ W 4'min width Riprop O Q For new mad crossings or BMP C240 berm top for>5%linear slopes, U line w/4 Level Bottom " quarry spells 1' Q 1'Min. min thickness LUss \�\ ��\�\. "'I 3.5'm n tea 0'Max. 06 \ \\\ \\\��\ \ Existing Level Bottom � 'T Groundline ln 1.5'Sediment Storage 1 ml'depth 2'4'Rock Discharge to stabilized Z "Min m,n. NOTE: 1'depth 2'-4"Rock conveyance,outlet or (, Q Trap may be formed by berm or by partial level spreader J o Q v3 or complete excavation J P C 1 TEMPORARY CUT-OFF SWALE L 1 TEMPORARY INTERCEPTOR SWALE 1 TEMPORARY SEDIMENT TRAP 3 (� J SCALE:nts Per 2019 SMMW W Vol.2,Ch.4.2 J SCALE:nts Per SMMW W Vol.2,Ch.4.2 SCALE:of per 2019 SMMW W Vol.2,BMP C240 U m E Q s U Q a T C� C E CONSTRUCTION DRAWING APPROVAL SHEET THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED C ��A V PER THS TITLE H J of BY: 22x34 DEVELOPMENT SERVICES MANAGER DATE: 08/26/2025 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 s W - CJ o _ w Q - O r� N I D 00 I4 N (I� � of 37 l of 48 -- � z Q a Ot 36 oT 47 Q 3 vN7 m S 14Ci! II j i 35 of 46 _ V c . West Aisle Unit 12 Private Drive A 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 Highway 9 I� Y of 45 a u t�,p a Tract 999 Tract 999 $ ROW of 33 o M 4 a I li of 320}43 a 12 N 160 0 160 1 ' T F i 29 'of 41 t L .`�t- z I I of 28 of 39 14- 4 150 150 Iq1 II `'Is ot27 - ot38 140 140 I ce .i V N 3 DI ,, �� 0 130 s rtace 130 20 la -- - -- 20 110 KEY 15 105 t7 oy or <g 2-1 I� �o R.wnsrC , SCALE I"-100' 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' 11:1I Vert V"20' - O 26 �W E R7 G? SS ONAIE� 0&125/2025 a Private Drive A Tract 998 Private Alley °`.� Highway 9 Tract 999 Tract 999 o ROW R seat 160 160 ar�0� 50 50 Jot zzzzJ Ouz 0000- "'u3w�titi�m Parkin Pa ing O i Q Q w>>> 140 140 auoo��ie ira 130 1 130 C""'9 De 1gn Surfa a 3 ce a _ _____ 120 w C ^� 10 10 } aZ 3� 105 05 o oz Q OM 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+27 B-PROFILE SCALE:Horz 1-20' 3 11:0 Verr I•=20' o 0 dS Private Drive A c 2 Q West Aisle % Tract 999 i z Highway 9 ^O 1 o Tract 999 Unit 1 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 bl Tract 997 o ROW N o a 2 Z a Q 160 160 U w 1so 1so N 1 ao 140 J O U ce J W U 130 D sign surf ice 130 C 3 w ce _ _ ____ ____ _ ____ N L - -_-_- _-6 stings M 120 N 10 10 V Q d D5 N HN N N NN HN NN HN nN n � 0-O. 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+38 C-PROFILE SCALE:Horz 1-20' p:11 Vert 1"=20' = S E CONSTRUCTION DRAWING APPROVAL SHEET THIS PLAN CALL AT LEAST 2 AN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THS TITLE H Cb Ot C24 BEFORE YOU DIG BV: 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE: 08/26/2025 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 s � W - c Private w u T Unit 23 Unit 35 Unit 46 Unit 58 raci Private Alley Traci Private Alley Shared �* - -- — — Cl) a T - - r Z N 0 997 Tract 999 998 Tract 999 DriveTract 999 a° F of 37 of 48 Co Q)000.N t 36 of 47 F = N Q 0 - 160 160 ' of 3 of 45 b ' Q 3 L04 o C�O 50 50 O i t of 32 of 43 I�' W �M I E I of 3t of 42 �` ON 140 40 f split-ail I _I o 30 0}4tI Eij 0Q Fenc 1 of 28 of 39 E 130 130 �:., of 27 - 0138 0 — _ 49 120 S E's1l gs"f ce O _ a 10 110 1 O 105 105 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+69 F-PROFILE KEY SCALE:Horz 1"=20' Il:l1 Vert 1"=20' _ J Q SCALE I"-100' w' O.FH ST 2 1`1 PrivateTracUnit 17 Private Alley Unit 29 Tract 998 Unit 40 Private Alley Unii 52Shared ``SS/o 997 Tract 999 Tract 999 Drive 4 Tract 999 a 08/25/2025 160 160 150 150 R 140 140 � eo� Split-k I Q a O Fence m 130 esigns rtace 130 u z z z z z J 0000- w yyy�4 - ------------- 0-.< -m is/rng Su a e 110 110 3 105 105 C 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+76 O a Z E-PROFILE SCALE:Ho,1'=20' 3 F 11:11 Vert 1"=20' op Q °M � ?x Q iz 3 �O y0 C s 06 -O c � �.Tract Unit 13 Unit 12 Unit 11 Unit 10 Unit 9 Unit 8 Entrance Unit 7 Unit 6 Unit 5 Unit 4 Unit 3 Unit 2 Unit 1 Tract 996 Tract 997 ^p 0 997 Tract 999 Q o 0 a - � O Z 160 160 a O 150 150 W N t� 0 40 40 U O Split-Rail J WFence J P d 130 Deign Su na e 130 3 U a W 120 _____ ____ ____ _____ ____ ____ _____ ____ ____ _____ __— -- - -- - - ____ __-- _____ ____ - - 120 O to H U ling Sum e U.2 110 10 Q o _ a 105 105 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+85 O o D-PROFILE SCALE:Horz 1-20' p:1t Vert 1"=20' E CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THS TITL PERE H C7 at C24 BEFORE YOU DIG BV: 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE: 08/26/2025 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 s J 'i Q;�lb II I' J a a I�2_ Lot 1 � a 0 0 0 �O � Z nfl 122 N II O 2 R f:...: -:::':iv. Z Dedcat J 3 Q(Pnny R _ I Q 3LO / z 10 I I �I� 22' — — �� - - -- -� - - ------ - _ -- - ---- 06 ` I r J 122 — -- - - -/ I o C� I I w w n -- -- q _ M Jr I I ] z3.57 / za15 2417s z5.10 04 Private Shared Dive — 25.,7 p /I. �rvaeShaedwwe-STA eC as _\ \ / ---- -------- 12s.1s za9 2as1 ' e oD Q Intersection I iY Private Drive-- -— -—--EL=/7369 />_ --—--—-- Pro.m.nt'-— --— _ __—_- 12435�i —- I I Q 00 2 A STA= .W M1 Exis/h O/NeA/s/e CC es,Aisle,iA=3+05.95 i I , Pavemen} .9 - Pnvate Share �6;5 30+OB.0lL` IY ��-- - ___--— EC=11471 / Z 3 8 EL-12426 EL=/1531 EC=/21 B� EL=11S37 K=124E4 8 Ti=12✓25 E=I7✓0 1 �� / I K=/2J36 1 ' �Y j __ Easemen/peiAFN �? Ex.24'A11—Fotemenhbydocument— _r __E hng46'Pa✓emen/ 1 s -- --�--i rero dedunde/A FN 70i17�06�i,W>,7_5-1 n - � 1G3B�7 17R -/10 lz',W/ 3 , IIII 00 O O od ,by w- -w 20) O �a0� 0r xl I 7017 12 tb a < STOP z6 i, �.a y l 3 I I .0 FRONTAGE IMPROVEMENTS PLAN a 20' 1. Scale:V=20' �o S.S S- 1 . 2 53726 E'�GRiER�G? 120.86 roci.99b•'•'•'•'•'•'•'•'•'•'•'•'•' C \ 28'Total Pavemen, 08/25/2025 123.67 Exiringl4'AcresrC-bw'emenJ \ Vertical Curb CLL CangrluhhMJahlshaBbet/dper WS[X7T3-Q7.3 120.92 7121.15'•`•'•' a 123.09 - 5' To 6eZ9w/CJS-/teo1W/A"0Xondso I 1\ 123.87 a Sidel—I 9'ExU/ingGo Emenl IS'Exk%ngPo✓emen/ 121.70 •21.78 \ I IxE-mg Pauemenl 3/'Exh/ngPo✓emen/ Q 2M_- 124,04 C 2$ 13'Proposed Pavemen, �� N II �.123.2] ... -, .. Vanes 2"T , -ts lv.n 14 —_--1 ----------��—\--I ��_, ----- _ sVsAel 2��uth Altb? � 123.62 Ems%gCbbeud/ dBase1234a �AA A�A/V, 122. /A/,A/.AA/>VA lVV�/.�/.�/.��✓i•/i✓��/�/�i�� g�o�tife�ag� tn\ pI ----- I 6•min Cement Concrete Iry ��m Z Z Z z Private --— -—--—- _ \. 2°min.cn,:ned sortaoms W 3 w 0000 ox<aw»> Shared ---- -- -- apcarse,campae,ed Shared Private Drive ap��< Drive Private Shared Drive \ to 95%Density IrvPI Local Access .`". Design Speed 70t 3 mph' Sta:31+70 to 3+40 � ____ S Scale:V"5' 3 SOUTHWEST INTERSECTION SCALE:I-10' SOUTH INTERSECTION NOTE:All ramps to be compliant SCALE:I—10' 1 NOTE:All ramps to be compliant with ADA Standards. with ADA Standards. 0 P¢} oO Q O1M � ?x Q i2 3 CO Z C 4T RO a- 140 140 ^O Z Infers Ilion Intersection z LL W st Aisle A=3+05.95 Private Shared Drive STA=304 35.49 O Private S jared Dive STA=30+00.00 Private Drive A STA=8+00.1 10 2 O ; 30-- 130 Q ExirhngJ xace CCLC F�LUt� v 120 _. - - - - - - - - - - - - - -- 120 U V J o Q Ea:JOCBJ 3 O Rin-/2J80 O � E 110 110 LL = E Q s s° Q u 100 00 C 29+90 30+00 31+00 32+00 33+00 33+84 PRIVATE SHARED DRIVE-PROFILE SCALE:Horzl"=20' I2:11 Ved 1^=10' E CONSTRUCTION DRAWING APPROVAL SHEET THIS PLAN CALL AT LEAST 2 AN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PERPERTHSTITLE H CS at C24 BEFORE YOU DIG BY:. 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE: 08/26/2025 1 THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 M A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s ce o 'a `o `0 0 2a 95f ---- _--_ _—__—_ yvA�y a �i '.y 'r 1-2eiavJazvcs d stag ok T�9 n 3/0SA -0sa-0v\, Yea — �J L7 �_,--�:�z ml O w a H documenlrecordedunderAF.N y,y a Proposed 5 ft S dewalk �� _I Z(V y I 10/803090SS8 `'`i s '• ''i i lbw - - \ 3 • �a0 Ir Iy 1Y' v '122 v --• 122 3 so\ Existin95f1Swale to be maintained Q� _—__ ——_ jddwalk•_rTruncated Dom LO -'d ProQbs&d 5'$i�ICwalk v, ° v . R20' u v e s - ---,-- • 120� 120 120 .. .. .. .. 120 ---r." _ I (typ.all A 6 LID Flow Thu Curb to permit � W ~0SI 3 ..� � I�--�- cross nssl srormwater passage to swore 8 ssv E.z_sss--cn-O--= --s-s-- ss r �"PEndivhenmge ln ��Pav eTm e ELkbHntg7�1�_>d_-"o�c�um��en�l recd und AFK=-� Sow Cul Line' P11-11 04 -—-- --—--—--—_ --------------- --- 00 Proposed 25' d2 zonavmrsl o�D e� Q -. , - - In ST - L7 JMNEx3 West Aisle sJAH- ___________ _______ __-------- aB'Manhn/e Entrance,STA=20+00.00 � Q M 48^-Saddle Manhole Ex.ISpermanenloccesseasemenl ----- 122 120.. _--r...'---r•..120 Menu er COA R-130 --—--— -—--—--—-- -—- —- -—- x -—--—-pe BS�recardedunder70710716500J PWe t elShared Drive,STA=30+00.0 I Y Monument per COA R-130 __ _ I Ex.30/ngrest Egmu Road& 120 MU&OJPrpC E/Scut&lgeatemen/ 0 0 20' 40' UNOhes over a—ondun EmergencyOverflow at low Ex.30/O—Fo E rest R d 71,g1 0 WA NE _ byd umenlrecarded9-- point.Site stormwaterdesign BU77hes Eosemenlper A�ngla2 WA 98223 r 10 e r' Q� L__—__—_ AF 1Va053OS29 _—__—__—_eeon 00�nfi1 alion.__ __ __—__—__—__ofq{ggf5_—__—__—__—__—__—__—__ _—__— _—__—__—__— $cale:l 0 ��I O Ex.l7lemp.consfiuclion easemenlperRfPmcwdedunder2 L-------------------- -- -- -- -- -- --—--—--—--—--—--—--—--—--—--—-----------J --—--—--—--—--—--—--—--—--—— — J WEST AISLE PLAN E �RS.AFOS- •SAWCUT NOTE : Neat line cut,clean heat and tack edges with _ s sealer CSS-1 and seal with AR4000 and sand.Saw g30 AccacEosemen/ cut shall be 1-ft minimum inside the existing edge How ihru Curb LID Flow Thru Curb,I Uft O.C. of pavement.4-ft minimum paved section — ii '-� " ° Y E Mh -Err - 5' CIL s 5' required.Feasible saw cut location shown on plans. -' -_ It a&4- - F e ze&ocellv� Bocell Sitlewalk G I� � 0➢6➢ S12.s'Pr2o%posed Pavement _ 125 Pro tlPa nt CIS — __p°S8 2% z _ 08/25/2025 r- - _ / / • 6 LID Flow ihru Curb t Penn t IADA comPl ant\ / / stormwater passage to swab Ik ramp� �/ 1/ i;/iA� .T in. redssv.czwz c ,Co surfacing E 's"g27 per Ytersecnon Top Course,Compacted I ro„e,,,e„1 E..lo Acce::Eo emenl !, to 95%Denslfy yItyp) I WP.S/AiSle 8SPmrnrdedunder .r 204th SL NE,STA=103+09. R 3"Class B T2 Lifts Required) 6"min.Cement l!Pc)rete)typ) 201101165195 ` West Aisle,STA=0+00.00 4min.2"Crushed Base Course I _ _ _ _ -J—--—-- I a, I wly West Aisle i-- -_---- ------— — wOA Local Accessi'Publi Road -----+- ---------------------- ��s->> .� wm�O� Design Speed 20 mph- Sta. 3+30to6+50 ROAD HORIZONTAL CURVE TABLE z z z z.. saale:l"=s wuz 0000- Curve tf P.I. Radius Arch Length Delta P.C. P.T. Tangent '000 �a C1 3+16.46 165.00 48.24 NO 40'12.16'W 2+92.17 3+40.40 24.291 C2 2+68.23 165.00 48.24 Ne40-12.10W 2+4193 2+92.17 24.291 3 a 50 50 C: M _ aZ c - O <� Inters ctlon - IntersecXo C 01 West Aisle A=0+00.00 - West Aisle STA= 00.00 °` o I40 Entrance ST =200+00.00 Private Shared Drive S A=30+00.00 40 Q rn � S x Q i Z PVI=6+08.90 3 EL=121.002 - N Len=100.0' + O h- W K=23.12 J 13 r Jurl e 6 End I w _ ,N 30 ,Q O LL J d n II Pavement Design Surface to folio existing ii ^U O ground at centerline :w i y 4.33% Design Surface O CL Z ___ ----------rtnv� 12 v� tz"Dl water Main_ 20 p Z 12"DI ter Main n Q P-Ex3 204LF8 PVC S-0003 143LFB PVC S=0.003 SSP Ex2 A 381 LF 8'P C S=0.111 - �Jl CL W J JJMN-EYJ SSMH-1 SlMH-FX1 U � a aB"Monhn/e slk/Dd 48"Saddle Manhole Solid 4B"A-lanho/e So%d[id J Q - WVA9/e d•9698/,?pwy West Aisle 4+94.80189'Rtl We/A�3sS20a112S'R/J J ate` too - 01-12178 Rim=12101 Rrr,=/7141 100 3 N /E/nS//ouY- O _ Ly/En i=1 1E - I/S IE 11 El ot=4.II E 9 4.51 9 5 U 3 7+20 7+00 6+00 5+00 4+00 3+00 2+00 1+35 K WEST AISLE-PROFILE SCALE: 1-20 Lid I2:11 ven 1•=10' T 2 E CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PERPERTHSTITLE H C7[[�� of C24 BEFORE YOU DIG By: 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE: 08/26/2025 1 THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 A PORTION OF N 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. to s Ij it --- L------------� I ` W t 124 24 j N e F l h 510de Alk e Lot 14 Q)� Lot 49 FIRE LANE ij I1 1 A R1o• .� �� I ec 1e' R2o / ® �ffn11 h C j a N NO PARKING j ��{II'-'�II PH are or STA=9 90,24 TOW AWAY _ 24 °S SbeWblk �I En rants, 200+8900 1 b�l 0 E \ a� z >'o� Split-R ilj - R2 9 ZONE ra t999 0 1 > Per ef I ' 35,954 If / , Q h20' _----- -- ---___ oP�ivateDnveA 36'Pavemen,-- - - - -- _ _ ____ c o e g -- ------ _ ecV a H P T ter'Pavement �r 7 O 3 \ m - s: fi - mare a'ed Fve,$ 30+85.49 O - G SSP-3 - R a --i Manhole-__ _ - _--__ _ __ ►� II 3 nl IIIF'are ive A.TA= g c)/t sP 5 <II'-'II'ly M ---- ----- - -- ---- -- _- O_ (14 t I�I SSMH-5 I� Q In rsec,Ion SMH-3 T •' 48'-Manh le / I II 1 Q 11 /� Pri ate Drive A,ST 10+59.43 8^_Manhole Proposed Fire ydrant IntersecNon LIDwThru C ::':•.. NO PARKING- I Pr ate Alley,STA=1+60.31 Private Drive A,STA=8+91.08 FIRE LANE DETAIL I�r I y < do-�r d�o� Y I R Prlvafe Alley, P. li _ry w o o. 25'Pq�e nr I.'; ^ �o �n v co w �\` i'gib:•]{' '�S\ J `o `o 6 0 o N o `o `o `5 0 0 `o :.'h•`,qe:•: H _.------- a; o W \ as r ^ 20.90 V �1 Y 1 III III ¢ V 11 a v -_ 120.e2 -d-c - -� :-�� <- << < s < < < < <z« .. 46-Satltlle Manhole V 120,94 IY -l- -- �' estAisle - -- --- ---- -- --- ---�-- �� Z erset ton -%y - -120�--120---� �� West L2 Aisle,STA=4+99.92 Y III Entrance <i \ i /� ESS�ONALE�G A� 5 PRIVATE DRIVE A&ENTRANCE PLAN 0 20' 40'� -�-- --- 0812512025 �J I Scale:l"=20• Flo- Curb C/L 5' Ta keedge wlCfS seoi w/�OX 3 11 Y Q per Plan Vertical Curb Sitlew lk Sidewalk hh 1 y� Concrete Ribbon Vertical CurbBill sy ------- Y ^ 12.5-Proposed Pavement 12.5'Proposed Pavement 2% Dnveway " III 2% - ,:.,.//////�//�� 10.0'Proposed Pave2�of 12�0 Proposed Pavement % 's R s121.1 ned Surfacing \//\\/\\/\\ 12o.90 Top Co.-,Compacted Y to 95%Densi,,vv tone 2"min.Crushed Surfacing w u Z Z Z Z Z 6"min.Cement rare 11yp) Private Drive A TOP course,compacted G O O O Entrance 3"ClassB 2Litrs) u3 m Y Local Access 6"Crushe�Base Local Access 3"Class B(2 Lifts) ,to 95%Density(,YP) m rc Q w w w w Design Speed 20 mph' Design Speed 20 mph' 6"Crushed Base 6"min.Cement Concrete(typ) a U m rr Q IY 21.24 1 __--- Sta:200+00 ro 200+90 St. 8+00 to 11+20 Scale:1"=5' Scale:1'�5' SOUTHWEST INTERSECTION SCALE:1-10' 3 140 40 IntersecNon w Private Drive ASTA=9+O1.05 In on Inte Alley[A=21--60.3T- PrivatePrivet Driveive A A rsecNon STA=9+02.80 Privet Drive ASTA=9+09.20 Entr nce STA=200+89.00 Privat Alley STA=15+00.00 C ^t0 NOTE:All ramps to be compliant � Low point Oa Z LL with ADA Standards. - - 130 m Sta=8+26.19 g^ 30 3 LL >W Design Ground W 5;W goo O Q F u a 0.50% -0.75% _O.SQ9_------------___ AS ___ .0% Q Z Z Q 12 20 J` m O Q so-tt � m EremgS/.. SSP-3 SSP-5 O t� _67 LF 8'PVC S- 005 101 LF8"PVC S-0.005 CC Z �O Q 110 ti 0 48"Manhole Satolid 48"Manhole Sold Lid 48"Manhole Solid L ^O W Private Drive A 10+54.66 I-2.6'Lll Private Drive A 9+87.53[-_6'Ltl rivets Dnve A 8+86.92[2.5'Ltl O Rim=122,76 - Rim=122.42 Rim=122.98 IE(8"EI in=115.59- IE(S"N)in=115.13 IE I8"E)in=11513 O Q IE(8"N)In=115.59 IE(8"S)in=115,13 IE(8"S)In=115 73 0 1 IE(8"S)out=l 15.49 IE(S"WI out=115,03 IF(8"N)out=115.63 00 ¢ \w 11+77 11+00 10+00 9+00 8+00 7+50 LLJ H PRIVATE DRIVEA-PROFILE SCALE:Horz'1"=20' Q 'Q (2:1)Vert I�10' J J Infers cfion Intersection ¢ West Aisle A=4+99.92 Entrance STA=?? O Q m Entrant STA=aaa Private Drive A STA=9+0.24 $a 130 - 130 v Q 8 Design Ground W o LU t Q U wLoon 2.- Q Z 20 - --- 120 O Z F ibngJT re C CC w -. L 110 110 = nuance?00+08.8i SY Rtl m=121.1 > (8"El In 114.61 E 100 (8"S)o t=114.51 100 CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 ry o$ m d n THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS NH N^ an PERTHH S TITLE H . CIO at C24 BEFORE YOU DIG 199+50 200+00 201+00 201+39 BY: 22x34 N 1-800-424-5555 DEVELOPMENT SERVICES MANAGER < ENTRANCE-PROFILE SCALE:Horz 1"=20' DATE: 08/26/2025 PW D#3985 (2:1)Vert 1"=10' THIS APPROVAL VALID FOR 18 MONTHS n A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s 3367:+ CRCppe ;M TC E SEE SHEET Pate All' I f riv ile-STA 18+30 To 211 (j LOT 7 -- - -- - )-- - - - - - - - --- -- - O M 1z4 - 124 5 i I I V Z N I FIRE LANE j a a r = N Q NO PARKING Q 3 N TOW AWAY Lot 6 j LO e V 10 ZONE I' B 00 yy+ ry it I yN M v e e o 1 'v v v v o o M a l r 0 a ' ' ` 04 a + 00 SDCB-14 I Q l Lot 5 I CB-Type-I l Q r Z INO PARKING- 'I f� I a^ FIRE LANE DETAIL Lot 4 I O --- — ---------- ------ — ----------- ----------- ----- Rzyo/r �i 1i Y I Private Drive A.STA=8+91.08 9 O___—y__— _—{ _—z____—_y _a -r _ __ J W Private I PrivateA eY• I __—_ __ __T__ __ _ _ _��- _—__ I I _ 48 le 5' a ent s private Alle I s 48"-M thole 1 I 3 6 Board 1 em o - ----------7 j l u Fence r r O Lot3 u i I o — --------- —------- __ II, I I 0 { " I R II I 0 F I I 43 -147 16-Cleof 6-0aot r LottIII II I l r J // a ��71 I I i� C ER wnFOS�1�— ---- --_ II, I I r e r �� $ �,, 1� oFp Lot I // _ o /`o 0 0 0 - PRIVATE ALLEY PLAN-STA 15+00 TO 18+30 0 20' 40' -' A 53J26 Scale:I"=20' ESSioNAL ENo 08/25/2025 CA Longl7uhha7lan1Aa77bes Wiper WSDOTS-03,7 T"*"e qes w/CS 1MC/W/AR4LLb ndrond Concreteriv,v Ribbj��osed Concrete Ribbon Driveway Driveway Pavement 12.5'Proposed Pavement h y 2% 2% �1a I am�0:z Private Alley 3"ClassBl2Lifh Design Speed 20 mph' ) Jom Local Access 6'Crushed Base U u Z 0 0 0 0 Sta:15+00}0 18+30 0 U Scale:1'�5' u Q a �0KK �Q 3 a 140 140 Inters coon - C ,n Private Alley TA=17+83.81 0 a Z Private Drive STA=8+91.08 O 0 n <= ) m gin r- -F 130 8 n o - m 130 ° 00 'A 11Od Design Ground Y 5 l 5 J Q 6- 5; S i O n 2. -0.50% 0.50% -0.50% O.SD% Q w 2 2,00% --- ---air ---- ----------------------------------------------------- --- -------------- tz"DI wafer ' y m O 120 12(� n 0 0 '^= Exir/ng Su oce SSP-6 D E ` 266 LF 8"PVC 5=0.008- - - W-Z O SDCB-172 SDCO-147 .` T w CB Type-1 6"Cleatout MPT PVC Plug O�N = �' N sid grate,Sid Private All,"7+46.88110.8'Rtl N_Q fTl ^O 110 Private Alle 16+50.00 0.0' Rim=125.02 11 H I S H-5 Rim=124.69 IE(6"W)in=120.00 D= O Lu _ SSMH-6 4 Manhole Solid Lid IF(8"N)out=121.90 48"Manhole Solid Lid Q ETn O J o -Pr ate Alley 14+97,33[4.0'Rt] - Private Alley 17+58.05[10.7'Rtl ~ 2 O Ri =122.98 E(8"E]In=115 73 - RIm=124.14 IE 8•'S)in=115.73 IE(8"WI out-117.77 _ QI 100 IF 9"N t=l 15 631C0 N f- N^ N^ N^ ry^ N^ Q 14+50 15+00 16+00 17+00 18+00 18+50 U 2:PRIVATE ALLEY-PROFILE SCALE:Hoa 1"=20' J (2:1)Vert 1"=10' J Q Q 3 IL O U W 15 U-1 i Q CC � C 0 E CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PERPERTH S TITLE H Cl °t C24 BEFORE YOU DIG BY: 22x34 N 1-800-424-5555 DEVELOPMENT SERVICES MANAGER DATE: 08/26/2025 i THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 n A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s • I II 1 `T' ° 0 \ o 0 0 0 c�}I 995 II t4�lsf� ° y II II u V N li I O �aN I a Lot n I i �I a Z ¢a I , II S ¢3LO I LO a I I Inter,earo IL _ i--o------ ----------- ----------- ----- ------ ------- 7 ---------- ----------- ------ � _ I I I �o 0 l a Private Drive A,STA=10+59.43 Fire H Brand ID I Private Alley,STA=21+60.31 I I� Ml e W L �.O Ids 8 25'Pav ent 8 48 anholebl _r ~ c) I� I Lot 10 a SP-4 I / 04 ob Private L019 Z Il A - Io T s c� c� oM m / ,o I I beaoaerd I� 3 $I 1 I�I ... — —,� _n_lI,'I nIuI r°I II 1 I lI aGn35,n95 4 sf//�_� • —/I //---8 -`- - -- - `.o.- ..a.. - -- — — -- - ---— - _- - 1 I 1 PII T1 tIIIIIII I °o F`S�SRR OSwN."AFsL"O�/c s s'G<i � p. 10 ,o M o oo o J° o Lot A o 122 Entrance Tract H E-SEE SHEET P ieA ofle-STA 15+00)1,To118t30>ract 99 1s367sf D 20 PRIVATE ALLEY PLAN-STA 18+30 TO 21+60.31 Scale:1"=20' C/L """`d`V1h&ber ldpe oegrw1CSS-1rw/ARraroandmd 0912512025 Cocreteb o _ Concrete Ribbon Driveway Driveway e 12.5'Pro d Pavement 12.5'Proposed Pavement pos 2% 2% seat Private Alley o Local Access 3"Class B f2 Lifts) O 6"Crushed Base Q r Design Speed 20 mph' w m N y Ste:18+30 to 21+60 O Z z z z z Scale:1"=5' w LCOOO 0y. Q< � auoo�� a C La a O as 3� Q •� `o Oz + ¢ °M _ N ¢ LU< O 3 3 H C TR O 1 40 O r- c'") FIRE LANE +o 00 Intersection I NO PARKING w Private Drive A$TA=10+$9.43 1 LF 12"DI I TOW AWAY = Q 2 Z Private Alley STA=17+79.72 �_ I ZONE �o 130- 30 O Design Ground j w ----------------- IF mNa - -- ---->--W----0-.5-0%------2. ---------0.50% >W ______ _ _ -p ---_ _ I 0 ---- ___________ 152 LF 12"DI 12 WJLL I 20 NO PARKING- Enr gSuff ce - SSP-4 Q FIRE LANE DETAIL F 265 LF 8"PVC 5=0009 1 z _ SDCB-17 I J CB Type 1 l y J Z 110 10 a Q SSMH-3 Private ley 20+10.0010.0'] SSMH-4 D O 3 J 48"Manhole Solid Lid Rim=124.9 48"Manhole Solid Lid I N= O — Private Alley 2.=02,65{-: � IE 18"S) t=121.90 PrivateAIIeY 18+97]I 13 0'Ril I°}�D r u Rim=122.76 Rim=125.22 1 0p N n=1 m U IF(8"E)in-]15.59 IE 1a"W)out=118.00 .� J v IE 18"N)i15..59 1_ O-ay J 1 00 5 m 00 Q Q ag So_ ¢ a W K — r� r� ryN ryN M F_ LO 22+10 22+00 21+00 20+00 19+00 18+00 Q PRIVATE ALLEY-PROFILE ° SCALE:Hon,1"=20' p > N (2:1)Vert l•=10' C65 E CONSTRUCTION DRAWING APPROVAL SHEET THIS PLAN CALL AT LEAST 2 AN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THSTITLE H C1L�S at C24 BEFORE YOU DIG BY: 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE: 08/26/2025 P W D#3985 i THIS APPROVAL VALID FOR I8 MONTHS A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s W - zo 1/2'x 4'FULL DEPTH 'n EXPANSION JOINT EVERY 'PAN EXPANSION JOI N% _ U DUMMY JOINTS IN CURB V-GROOVE 1/2•R O LLI WffH JOINTS IN SIDEWALK 1/4•DEEP a (TYP) 1•R Z N LANDING WIDTH WO V-GROOVE NVARIES 1/4 DEEPCDo (TYP) 1/2'xl-1/2' O�pl 1'R izm 2R MA% DUMMY JOINTyPAVEMENT OR SHOULDER SLOPE - e 15'C/C >1/�2 Lo �of 6 DWARM SJdC17C 12' a ]- a ' `O VARIES /C de 6'paw�RPIVOTPOINTBD/W CUT I �� Y a m < CEMENT CONCRETE CURB&CURER 4 JII-JII- ` O M 3 w �" a (14 (CURBED SECTIONS) r 00 Q CURB&GUTTER m 1/2'X 1 1/2' FULL DEPTH d z o w o EXPANSION JOINT EVERY 30' SEE NOTE 9 N� oz o w w z s o PLAN MEWS 18, N UN J o 1° wmr TYPE OF ACCESS ACCESSING LANDING WIDTH W© ACCESS GRADED 5•TYPICAL �� s z� RESIDENTIAL(URBAN) NON-ARTERIAL 15' f 15%MAX. 12•x 1 1 2 (SEE NOTE]BELOW) Vi } �� z Z5 d O O 1. o <? DUMMY J TNT 29. CEMENT CONCRETE O w^ RESIDENTIAL(URBAN) ARTERIAL 15' t ]R MAX. SIDEWALK a VCCC KKK o w F w E TYPE 1 CURB&GUTTE is r p m o w a�" a w o COMMERCIAL/INDUSTRIAL NON-ARTERIAL 30' f 8R MAX. SEE SID DETAIL R-110 - --�A - o O womw 0 � Y m u w o - � COMMERCIAL/INDUSTRIAL ARTERIAL 30' f SR MAX.all 2•CRUSHED SURFACING NOTES: K ~ i O rc 20 p<w TOP COURSE.COMPACTED- <? a 3 w TO 95%DENSITY i 1. FORMS SHALL BE TRUE TO LANE AND GRADE AND SECURELY STAKED. F J y m m rcw SECTION 2. DUMMY JOINTS SHALL BE PLACED 15 FEET ON CENTERS.DUMMY JOINTS SHALL BE 1/2"x 1-1/2. - <p 0&4 NOTES: w o z 3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS INLETS AND AT POINTS OF TANGENCY ON � r rc � w� i � SEE STD DETAIL R-180 FOR CURB DETAILS. NOT • STREETS,ALLEY AND DRIVEWAY RETURNS.MAXIMUM SPACING SHALL BE 30 FT.PRE-MOLDED JOINT 5.F w a y �^ 1. SIDEWALKS SHALL BE A MINIMUM OF 4•THICK.AND SHALL BE CLASS 3000 CEMENT CONCRETE,WITH AIR FILLER SHALL BE 1/2"WIDE AND CONFORM TO AASHTO DESIGN M213. w/+SOST e c�i c i q z O2 WHEN ACCESSING SHOULDERED ROADWAYS,MAINTAIN SHOULDER SLOPE TO ENTRAINMENT(MIN 4.5%-MAX 6.5%). LN<�q PIVOT POINT A. 4. ALL JOINTS SHALL BE CLEAN AND EDGED. oy Ci 99 G� 2. FULL EXPANSION JOINTS SHALL GENERALLY BE PLACED TO MATCH THOSE PLACED IN ADJACENT CURB& E 3 ACCESS POINT GRADE SHALL BE MEASURED FROM PIVOT POINT B. GUTTER,WITH MAXIMUM SPACING OF 30 FEET,FINAL SPACING DETERMINATION SHALL BE DECIDED BY THE 5. CONCRETE SHALL BE CEMENT CONCRETE.CLASS 3000. a U z rc 2 m n O INSPECTOR IN THE FIELD. _ K tx c z Z s-m 6. STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS.WOOD FORMS MAY BE USED ON CURVED ® LANDING WIDTH W MAY BE REDUCED SUBJECT TO APPROVAL OF THE CRY E ; y g ENGINEER. 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95S OF MAXIMUM DENSITY. SECTIONS. O O Q rc m 'o o e OS A VERTICAL CURVE SHALL BE CONSTRUCTED TO TRANSITION THE LANDING TO 4. SIDEWALK SHALL BE AT LEAST 6•THICK IN DRIVEWAYS. 7. FINISH SHALL BE LIGHT BROOM FINISH. FgS/ONA �G� -p THE ACCESS APPROACH. THE VERTICAL SEPARATION BETWEEN THE CURVE 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED BY B. THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND AND COVERED BY ON° p N w W AND A 10-FOOT CHORD OF THE CURVE SHALL NOT EXCEED 3.25 INCHES WATERPROOF PAPER OR PLASTIC SHEETING IN THE EVENT OF RAIN OR OTI1ER INCLEMENT WEATHER.CURING WATERPROOF PAPER OR PLASTIC MEMBRANE IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. 0812512025 .5 a p G w w z (WHERE D IS POSITIVE)OR 2.00 INCHES(WHERE D IS NEGATIVE). TIME SHALL BE FOR A MINIMUM OF 72 HOURS. CURING TIME SHALL BE A MINIMUM OF 72 HOURS. i p w n~m S 9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN OF 2'OF CRUSHED SURFACING TOP COURSE. c� p O v�i �3 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER HAVING A 1/4'RADIUS. 7. SIDEWALKS ARE TYPICALLY 5'WIDE,WIDER SIDEWALK MAY BE REQUIRED BY THE CITY. 10.DUMMY JOINT 1/2'x 1 1/2•BETWEEN TYPE 1 CURB AND GUTTER AND THE SIDEWALK. `�qY pA em pmAR=NT OF PURMC"m STANDARD DETAIL OItY pA ox DRPARTI�NT OP PURMC♦DRm STANDARD DETAIL G1SY p� em Dw RTKI NT OF PURMC 1T0R69 STANDARD DETAIL OtgY aAc D8/MI�iT OP PURMC►ORm STANDARD DETAIL R+ e.nvmw STANDARD DETAILS NUMBER maro» STANDARD DETAILS NUMBER mmn. STANDARD DETAILS NUMBER R Rmnw STANDARD DETAILS NUMBER ��eat TYPICAL ROADWAY SECTION R-0.0 ♦ t m v��• R +�• R CEMENT CONCRETE CURB AND R-1$0 ACCESS POINT GRADES R-090 CEMENT CONCRETE SIDEWALK R-170 ♦ Je o <rr0'D LOCAL ACCESS STREET CPrct <Jrvct iPNp'L GUTTER TYPE 1 Jom zzzzt Uuz 0000- "'u3w� � ou<aw»>m z auoo a z �� < 2 SEE / DErAIL �g� B a BELOW J\YJ"FN\' / AVM d0 1H91iJ F t 2 �Z= w 3 1 rng ez J 5 ♦ g W /2 ♦ ♦ U=sV w mzx ;;a �Z Z } 2 "\ 3 W Qm 3 < wo�� O 0 a� 5 ` 5 /� w F 2 < 7i• e W Wm In�.N ~aN m�N¢ Z 3: / \ / 24• / 2 �"�' JF i� 00 1w < 00 x<a o Loo m� a orc rY1 Te w,ow.. n _ S 2� < ?2 EE CEMENT ARL \�'I/ z BCONCRETE ELOW ?i• \Y� SIDEWALK 24. /// d z R=30 CEMENT CONCRETE ? R�JP TYPE 1 SIDEWALK Z / TYPE I CURB&GUTTER / CURB a ^O 12"12' r Yf J O Q < LL UP �2 I / V w z R-30' U g Q V R-30 CURB TRANSITION DETAIL F y < _r J CURB TRANSITION DETAIL w 5 00cio J c2> rc a NOTES: NOTES: z asa u, 3 o Ol WIDTH OF DRIVEWAY AT PROPERTY LINE. j 6 N w Zq = O2 1/2•WIDE FULL DEPTH EXPANSION JOINT. O1 WIDTH OF DRIVEWAY AT PROPERTY LINE. w ;O O J U O 1/2"WIDE FULL DEPTH EXPANSION JOINT. Iwi1 O3 FULL DEPTH EXPANSION JOINT IF lO IS 15'OR GREATER FULL DEPTH EXPANSION JOINT IF 1O IS 15 U 4 ® DRIVEWAY TO BE SURFACED WITH ASPHALT OR CONCRETE. O 'OR GREATER. Q x ®DRIVEWAY TO BE SURFACED WITH ASPHALT OR CONCRETE. U O DRIVEWAY CEMENT CONCRETE SHALL BE A MIN OF 6'THICK IN RESIDENTIAL AREAS.8'THICK IN Q COMMERCIAL AREAS,AND IS TO BE PLACED ON A MINIMUM OF 2'CRUSHED SURFACING TOP (�5 DRIVEWAY CEMENT CONCRETE SHALL BE A MIN OF 6"THICK IN RESIDENTIAL AREAS,8•THICK IN k�' COURSE COMPACTED TO 95%MAXIMUM DENSITY. COMMERCIAL AREAS,AND IS TO BE PLACED ON A MINIMUM OF 2"CRUSHED SURFACING TOP COURSE COMPACTED TO 95%MAXIMUM DENSITY. t axx D�ARTI�PI OP PURMC ROTtL4 t V aA� pRPARTYRff OF PpRLiC IIORm t u p�ARTI�PI'OP PUBMC RORm O 1 V O STANDARD DETAIL l O STANDARD DETAIL 1 V O STANDARD DETAIL LLL0° ° ° � Wnln. STANDARD DETAILS NUMBER ° '" M1 � RrnneN STANDARD DETAILS NUMBER ° o AH Wnln. STANDARD DETAILS NUMBER '- ®= CEMENT CONCRETE DRIVEWAY APPROACH R-220 ®q CEMENT CONCRETE DRIVEWAY APPROACH R-230 ®4 R-260 Q<rrvcto TYPE I 'P�trvcto TYPE 2 Qttrvcto PLANTING STRIP = E CONSTRUCTION DRAWING APPROVAL SHEET THIS PLAN CALL AT LEAST 2 AN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PERPERTH S TITLE H C13 O1 C24 BEFORE YOU DIG BY: 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER : 08/26/2025 i THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 DATE A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. 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TA 200 89. _ Es/ormao�n 9eE amen/ 1 \ _� I R � L--- _ 35.9 �o ��L I. i 0 - A.F�zalaazq�s� / \ ---------III�� Y ^w w —__— ��_ - - 8 ll -- M © � xlvou�reoe m ract g1 - - z4' �� eol Z �0 I�_ and TAFN zv 9,9 sf � p L/ \ Nf Pri Par DriAIIA TA=21+S .Al o _�-___ __ --r _ _� r -r 1Y-rT 3, �� "� II r ate evS (t)3 Intersection ,I11I�, - T� -----y 0 ---- _-- II r ` p W Private Dive A,STA=8+91.08 �rT lJ4'✓( I - m zz !N o o ° o 'o Private Iley,STA Is+oo.00 ':::. la T / u o r <w B'oretenton Cell 'al 3 O \ ram$' Bore}entton Cell CS y TT Fr./0'Sl�hoye Foremenl I- r BU Idn `" - T A.f 20180309Qf57 j� --I \� I• omposetl of err ppe a tl backffine _ 2 -ale_�._ - -I�� p��\ wrh clean dranrock.BM TS.l0A1fy) C16 C16 ::?:6::: 2, �_ T ___ fIA Ern r9encY �kr \ � aPol.��-�z-�-�T r-L;- -c-�-e-cRl-�-:-.h t T_ ) r ^ I J El -iza-' _ -®- nF r - =z-�m Ovenlowoy -- - ��-- - �_ > LQ + V M dlon � LU 72o t 20 -_r - - 204ih S}r•I 37z 0 09.70 1- _ nn o t ^Fzs e-c € ZIP 9/1601a4se -- - -- - _ -_ _ W oedlcano� 8_ .'f -�-�,-�_ I <<-- = o �T�-4 eo I � <v �_- ll ) \I v t Ex. '/igeuE9 uRoodBufl/lid:v- Ito E.3o 1zo 120 _ -_--- _� ^ ro7r.,a 'N�:ovrsess I` a daunine:E.remen/ y -- l -- r...-�z � - A.F.N.891120OSSS 3WA46 O,12-A9 I 1 I \_k o�ernow re. ---- _ - Btorerenflon swore:stem ro \j-\ \ \ - ro�Yuryonerac IMerzedion --- -__ as a r:rormwarer:Weer now tram 99 I 12 4z7!sN e�Ave. I I I ✓ l / \ -- _ d °ano Hsu aces cis EmeavedBeoeos Sara c a>_ I o \Ad, 1i,WA 932z3 I \ \ l �/ �o -�' i --i-\ -ott an Irorrd�onor,?r rr _ zvz1 nesazs \0 1 o a j C-_`_ .�"IWeSf Aisle,STA=4+99.92 -�_--------e I e trance=STA=2l:o0.00_---- E arv-eanv duh��2vziasn/ __-__ __-__--I y _, F v S Dams r srv�aro ------------ e Pe: \i une zo11m16S00S a oocomen 1701.4 7S \ v oneTA.FNza17as3cn7szY �, S 3/OS//-6030300 1 Ti STORMWATER MANAGEMENT OVERVIEW PLAN E 0 30' 60' CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 �' THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS Scale:l"=30' PERPERTHSTITLE H C14 at C24 BEFORE YOU DIG BY: 22x34 N 1-800-424-5555 DEVELOPMENT SERVICES MANAGER DATE: 08/26/2025 i P W D#3985 THIS APPROVAL VALID FOR 18 MONTHS n A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s T--�_ ] / ------ a } I l Lot 9 Alle s 1Lu j j j I j J j Lot - N ro �. NQa I I iv I a I " v I ` O O N m / � o M �n� , = Q � o I II04 Entrance -- - 1 v / sD-12D o ��/ 00 Q SDC- ) ss a ss ss CB-Type-1 / s I Tract +7 �{I a r II ---- Itact - w w Y O - z Lot 7 I QI I Q __ __ __ ___ _ __ ___ __ __ __124 _ __ __ __ _ p �1 j I Y I I"-Standpipe SDCB-1 = 3 41 0 CB-Typ-1 B,bbleUp - Lot 6 �. i �; _ ° E I II SD-12s 8 I T Dedi'a in Q a a � O O O O II o Lo15 1 �I SDCB-14 I 3 of CB-Type-I J U' 0 30 60 STORMWATER OVERFLOW PLAN AND PROFILES 0812512025 Scale:1"=30' 150 150 �h at 140 140 <} o� Jom J West zzzz u3 Buz G000_ "' w� � Aisle °=<<w»>m aunn. �< 130 130 Proposed Proposed Design Ground Bio-Cell Bio-Cell 99 99 E sh g,r ce as as ----- ---Will --________3gP-13_________________ < ________ _ ___ ________ SDCB-181 0 M O "Z CB Type-I SDP-14 0 a Solid Lid.Sid 46 LF 12'SD Q i L Private Alley 21+30.22[-65.8'Lt] S=0.005 55 LF 12"D 5=7,Sid OvBet IE:120.4].Sid:9+92.16[2]Rt] Rim=122.93 - '` O 110 IE 12 E in=120.47 110 Q m M DO IE(12'W)ou1=120.47 SDSP-11 SDCB-12 SDCB-13 SDCB-14 J 12"Standpip CB Type-1 Bubble Up CB Type-1 CB Type-I Q i L.L Atrium grate, Atrium grate.Std std grate,Std std grate.5ld - Q Z Z Private Alley 0+90.901-77.0'Lt] Private Alley 20+09.48[-]].3'L Private Alley I B+32.58[-9.4'Lt] Private Alley 17+86.69[-9.1'Lt] 3 O Rim=122.35 Rim=122.00 Rim=124.64 Rim=124.49 y O IF(12'W[ou 120.68 IE(12"E)in=120.00 IE(ITS)in=122.19 IF(12"N[out=122.42 O n_ 198 IE(8"N)in=120.00 98 z In ^o Q 0+00 1+00 2+00 3+00 4+00 4+37 zO Q OVERFLOW STORM-PROFILE 1 SCALE:Horz I'�20' J (2:1[Vert 1-10' O CL < 3 Length d Width per Plan O (min.cumulative floor area=700 si) J a 100 Year storm ILL d vlL= T ne Sandw/Compost Lu g Lot 3 O i Je : ss Clean hp rse V-Ma P550 Turt Reinforcement or equivalent a Bio-C 11Seed Mx 05 Freeboard j n sediment filter O U 31 ma � 1. .tip' J a tY O 3 QI 1 -� I5B t fi 5 IMF [1] 2 Lot 2 � b �,.l> � 2 r II I b S d Note31 or CC - 1,6"Gr vel I21&f3] Structural — o L E , 506 Q � '^ , / \ n o. O Subgrada to ba scarified to a depth of at least 14t prior to I F-I I I Lot] / \ i v —' co gravel placement.Do n,t,,e,,surface.Contractor to J Q O / \ Ir O /O ns`It with Geotech to ensure gravel connects with clean Bioretention Cell to ConsiSf N C esslonaI outwash sands,further excavation may be 100 of materials specified in I I t ry ecessary and subgrade backfilled with imported clean sand. CI6 Bioretention Cell Materials, y`� / n Geotech to provide written acceptance of bioretention cell O \ 1 122 — l-!2 Typical Section Detail systems.•,`: �� Bioretention Cell �I I •::::. :::. .;...•... g4::i;' r CALL AT LEAST 2 " � // h I� - i:::•:�i:•:ii:•i:�•MC2•�9�::•i ,., L 7 7 SCALE:NTS -- � S I :;>::•:>::•;:•::::<?'�: '•;:>:E.. - -- - -. BUSINESS DAYS = BEFORE YOU DIG ` - 1-800-424-5555 ---� - -- - E JY w w�w \ �<�\ / CONSTRUCTION DRAWING APPROVAL SHEEP 0 /I�° �l�✓zTte Sirarew n -` / THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED C 15 C24 U I IT _ PER THES ON T TITLE H of v _� h- � 3 -f __—_ I BY: 22x34 0 DEVELOPMENT SERVICES MANAGER tI i i I oa z6/2oas PWD#3985 1. DATE: THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s 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 Ian ih of bench is too tees from inlet sum - � din d stock the duff la d}o t cast r d,controlled area,not Two acceptable under'for Bioretention Soil Media(BSM or CAS): flow will riot be blocked g is n any areas requiring grading remove an pie yer an topsoil on si a in a gra a 2. Minimum s a n between trench outer edges es is 4 feet. m i n soils-I.5"min below cur spacing 9 9 adjacent to public resources and critical areas,to be reapplied to other portions of the site where feasible. i • Default Bioretention Soil Media i ( 3. Fiber fabric required over the drain rock to • Custom Bioretention Soil Mix. I/2" opening).Erosion prof O W u Soil quality:the resulting soil should be conducive to the type of vegetation to be established.All areas subject to clearing and p g)' backflling. Co�cled di that have not been covered b surface,incorporated into a draino facility d as structural fill L ° 3" pro action using fabric or q, Trenches should be constructed at the end of the 1'Min bock90 '" Z C0 grading y impervious sudrainage y or engineers Default Bioretention Soil Media 29 rock. deveId 1 construction, i N orslope shall,at project completion,demonstrate the following: Design Criteria for Custom Bioretention Soil Mixes Projects pm en Fabric N • A to la }h a minimum or matter content of fen 1 d weight in planting beds,and 5%or Her Projects which use the following requirements for the biorefenfion soil media 5. Avoid smearing soil surface at bottom of trench. O O n topsoil yer with organic ma percent dry weig p g organic ma which prefer to create a custom Bioretention Soil Mix rather than BIO-SWALE Smearin be corectetl b k t-tilling. content(based on a losson'gnton test)in turf areas,and a pH from 60 to 80 or matching the pH of the ongnd do not have to test the media for its saturated hydraulic conductivity n the default requirements above must demonstrate "a\ Smearing by taking or roe ling. {I`r-b"m'i�n 4"n9/dw C P N using si g qu tamer .4.�. //\ 6. Trenches may be located under pavement If a small 1 64H be a� undisturbed sal.The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of ompliance with the followng criteria using the specified test y•: ;' /\\//\/////. _ i fll Q P r f dmenis needed to meet the criteria.Subsoils below the topsoil la hould be scarfed art least 4 Mmemf Aggregate method: �r`\h /\///\///\//�//\//s yard rite n or catch bas n with grate covers placed of /c'dPlpe incorpora'on o amen pso' yer s Percent Fines:A ran f 2 to 4 f the#200 sieve s ideal and \/��/��/�%�%��%�\��/�\� /�� \ 1\�a\v�\' the end of the trench pipe such that overflow would satin T�`^J/ CV inches v41h some incorporation of the u feral to avoid stratified la range o percent passing ur ♦� a rpora upper ma layers,where feasible. out of the catch basin at an elevation at least Features LO fines should to notbe above5 percent fora proper functioning specification 1'min C`a • Planting beds must be mulched with 2 inches of organic material. cording to ASTM D422. • CEC 25 meq/100 grams of dry soil;USEPA 9081 INTERCEPT CHANNEL CROSS SECTION ne foot below that of the pavement,and in a location Integrated Bow directional gutter outlet V -6 O • Ju Quality of compost and other materials used to meet the organic content requirements: Aggregate Gradation • pH between 5.5 and 7.0 which can accommodate the overflow without creating k which directs the flow of wafer from the O 1.The organic content for"pre-approved"amendment rates can be met only using compost meeting the compost The aggregate portion of the BSM should be well- ded.According to a significant adverse impact to downhill properties or g gutters onto an adjustable elliptical H for Bioretention BMP T7.30 9grega po gra 9 5-8 percent organic matter content and after the C: specification ( ),Win the exception that the compost may have up to 35%biosolids or manure. ASTM D 2487-98(Classification of Soils for Engineering Purposes(Unified Soil saturated hydraulic conductivity test;ASTM D2974151antlartl Test Create 1/2"deep drainage systems.This is intended to prevent saturation 24"min�I primary Screen. O 2.Compost used in bioretenfion areas should be stable,mature and carved from yard cards,wood waste,or other Classification System)),well-graded sand should have the following 'intercept channel'a} of the pavement subgrade in the event of system CV Method for Moisture,Ash,and Organic Mather of Pear and failure. Q organic mat dais that meet the intent of the organic soil amendment specification.Biosolids and manure composts can gradation coefficients: expansion joint How it works oD g p p compost yard p . y(Cu )e Other Organic Soils) 45°Bevel(}yp) 7. Drain rock to be I-1/Tito 3"clean drain rock no fines). SECTION Q be higher in bioavailable hos horus than com r derived from d or plant waste and therefore are not allowed in Coefficient of Uniformity =D60/D70 equal to or greater than 4,and (a minimum every 10') ( I The steep angle of primary screen biorefenfion areas due to the bill f exporting bio-available phosphorus in effluent. • Coefficient of Curve Cc-D30 2/D60 x of 0 ter than ore I to 1 ' 2-5 percent fines passing the 200 sieve;TMECC 04.11-A clean RR ballast,or meet WSDOT Sm spec 9-03.12(5) possibility o po g p p ( ( ) )Brea qua Gravel Backfill for Drywalls -Setback Note' enables the action of iz a water to wash 3.The com t must also have an or matter content of 35%to 65%,and a carbon}o nitro rio below 25:1. and less than ore Measured(initial)saturated hydraulic conductivity of less than 12 rywe s pos organic ma gem ra equal to 3. the screen and minimize maintenance.A 4.The carbon to nitrogen ratio may be as high as 35:1 for plantings composed entirely of plants native to the Puget Sound The sand gradation below is often supplied as a well-graded off ty or inches per hour;ASTM D 2434(Standard Test Method for Cement $I ZING CRITERIA: All setbacks subject to geotechnical approval. Lowlands re red.With compost this blend provides enough fines for adequate Permeability of Granular$oils(Constant Head))a}85% Concrete Curb IMP T8.10A Roof InflMation trench systems shall be secondary stainless steel screen keeps rag an ee sized 30AF 1,0000 mono d to the bench. mosquitoes and vermin out Of downpipes. J • Calculated amendment rates may be met through use of composted material meeting the requirements above;or other waterretenfion,hydraulic conductivity within recommended range(see compaction per ASTM D 1557(Standard Test Method s for &Gutter per per p conveys y g pos g quiremen below),pollutant removal capability,and plant growth charactedsfics for Lgbomrory Compgcrion Characteristics of Soil Usin Modified Detail 2 Geotech shall ensure bench bottom connects with With the removal of the secondary organic materials amended to meet the carbon to nitrogen ratio requirements,and not exceeding the contaminant limits g clean,native sand meeting Medium Sand gradation screen,the Leaf Beater is ideal for use meeting design guidelines and objectives.Where existing soils meet the Effort).Also,use Appendix V-B,Recommended Procedures for purely as a debris removing device even < identified in Table 220-B,Testing Parameters,in WAC 173-350-220. m 6" 4",gid 6" Tiench Iced w7h I-%" aggregate gradation below,those soils may be amended rather than ASTM D 2434 When Measuring Hydraulic Conductivity for �" 9ex�pef oled to 9"C/eon D!,,6, when rainwater is not beingcollected. y Implementation Options: importing mineral aggregate. Bioretention Soil Mixes. W ape O Option 1:Leave native soil undisturbed,and protect from compaction during construction. General Guideline for Mineral Aggregate Gradation Design(long-term)saturated hydraulic conductivity of more RooJoown;ooul ? than I inch per hour.Note:Design saturated hydraulic FlOpw Four settings can the applied primary vary the r LLO Percent Passim 10'min House o Option 1 is only applicable to sites that have the anginal,undisturbed soil native to the site.This will most often be forested Sieve Size g angle of which}he elliptical primary land that is being left undisturbed in the current t. 3/8" 100 conductivity is determined by applying the appropriate 2'min O g proiec screen faces adjust for various Infiltration correction factors as explained above under 1 0 � s O tion 2:Amend disturbed soil according to the following procedures: #4 9s-too Determining Bioretention soil mix infiltration rate' PERSPECTIVE L Sam / intensities After rainfall and amounts of o tW < P 9 9 P #40 75-90 g Expansion joint Sokpolid debris.After observing the performance F < a. Scanty subsoil to a depth of one foot. 1140 28-40 If compost Is used in creating the custom mix,if must meet all of 7n6AYa/ion C pppp pnd p be Q b. In planing beds,place three inches of compost and till in to an eight-inch depth. #100 4-10 Cleanout,as rich of the Leaf Beater®,the Screen can in c. In turf areas,place two inches of compost and till in to an ei ht-inch depth. the specifications listed below for compost. PLAN 12 e d for i pos g p #200 2-5 Curb Intercept Channel Detail r d adjusted until the best operating setting is d. A two to four inches of arbonsr wood chi bark mulch,or compost mulch to planting beds after final planting. Infiltration rates for the InBlal placement of Bloretenflon l 4 CI6 connections achieved. ¢ Apply p,coarse pos p g p g. SCALE:Nis Land Technologies,Inc. Length as required (Alternatively,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 R lOawatpaul to meet min floor area � above,as determined b licensed en geologist,landscape arc person as approve y City o Cmi Exchange Capacity ensure vegetation survival. t°F by engineer geolo t landsca architect,or other rib Ci / Ovexf/w The Leaf Arington). Compost to aggregate ratio:60-65 percent mineral S1Gd/p/pe lobe uredlrom The Leaf Beater®is usually mounted ER S.FOS aggregate,35-40 percent compost. SPECIES WGT/PERCENT splarnaock for�lion to lrenan directly under the roof gutter,however it r Option 3:Disturbed$oil. can be mid-mounted on a wall to make it sm Organic matter content:5-8 percent by weight. Primary Option-for Cegs/Swales YwdCB Stockpile existing topsoil during grading and replace it poor to planting.Stockpiled topsoil most be amended if needed sump w/Lo' easier to access for cleaning. � to meet the organic matter and depth requirements by following the procedures in option(4).Remove forest duff layer Cation Exchange Capacity(CEC)must be>5 /pro✓'12"oepM amended lu - and topsoil and stockpile separately,n an approved location prior to grading.Cover soil and duff piles with woven m'II'equ'valenrs/100 g dry sal Note Sol mores ''PT 799 M croclover' 216s per 1000 sf Wy d/lyp/ The Leaf Bedlam range includes and - weed barter -r, iH -. iC variants and connects with PVC and (ova table from nursery supply stores)}hat sheds m tore yet allows airflow 9 specifications 4 �'J' �_ Lslli+'pyg v os meeting the Craves fcators do not have to be '� � " tested for CEC They will readily meet the minmum - mefaldoWnpipes: Option 4:Import topsoil ma with 10%min SOII organic matter content. CEC Seconds G Non- elo-cells 12 ✓G /.v/ aTn bend / / / 1.For rectangular downpipes-2'x 3 Q Import ro I mx of suff c ent or tent and de rh to meet the or tter and de th re ts. pas Secondary p �r /a/n / 2.For round downpipes-3"and 4"round. �SSRONA L�NO� po pso ganc con p ganc ma p quiremen Com t / )needed \ \ , To ensure that the BSM will support healthy plant growth and root development,contribute to blefiltrafion of pollutants,and not restrict PT 769 R&R Eco-Turf Mix with Microclove 5-71bs per IOOOsf AW-flev infiltrationh " when usetlin e rfions cited herein,the followin t standards are required. = 2-H NOTE:All yards,landscape areas,or disturbed areas to receive 18 inches of Compost Amended Soilspropo g compost quire Guatro Tetraploid Sheep Fescue StAin OS/25/TOTS meeting the criteria of BMP T5.13.Careful removal of 9 inches of the onsite Forest Duff**could meet Meets the 12 defini thtion a"composted materials'in WAC T13-350220(including contaminant levels and other standards),available 16"min mews/, this requirement if ro ed protected and cared for duringthe Construction Process. online at http://www.ecy.wa.gov/programs/s Wa/organics/soil.htmi Barfield Perennial Ryegrass _ * nition testing off Or anic shall confirm that forest duff eets BMP T5.13 Specifications b an • Produced at a composting facility permitted by the WA Department of Ecology.A current list of permitted facilities is available at S n PROFILE pp"b 9 =1 H —Ignition 9 9 P Y Min I'above Seasonal 24 independent soils lab. hitp://www.ecy.wa.gov/Programs/swfa/compost/ Eureka II Hard Fescue P High Grounwater Table 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 Geofech shall confirm trench bottom h y s'ype percent y volume approved organic was Microclover netts with clean outwash sand.imported �+ a T Feedstocks."A maximum of 35 }b lume of other li d or to as defined in WAC waste. Type 11 as App'are 8"A?" T III",including iconsumer food waste,but not including biosolitls,may be substituted for recycled loot waste.T II and IV ry pNon-forswa and may be required tobridge connection sy - • Type g pos g y y p ype serondo O les s between bench bottom and native sands. feedstocks shall nor be used bribe compost go rig nto bbretenton fac'Ites or rain gardens �j B 12 CASoepM PT 870 Clean Water Services Low Grow Swale Mix 7Its per 1000 sf dQ O U to ble plant woeygenuseandcongenmixes. and mature(capable of supporting plant growth)by tests shown below.msscritical DOWNSPOUT INFILTRATION TRENCH -�� ••� to Ian}su access naborefenr on sal tuxes /*)l1�11 p c Turf Type Tall Fescue JVJ w m O " Moisture content range no Aside ble free water or dust produced when handling the material NTS per 2019 SMMW W vol 3,3.1.1,Fig 3.3 � '/ _ .�.,0 • Tested in accordance with the U.S.Composing Council Testing Methods for the Examination of Compost and Composting" Perennial Ryegrasses w Z Z Z Z Z (TMECC),as established in the Composting Council's"Seal of Testing Assurance"(STA)program.Most Washington compost facilities _ 0000 Creeping Red Fescue U 3 now use these tests. Raintiarvest Systems,LLC p i¢ AmendedSolr/o be L Namesubsa7s • 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 Paray North Drive u-U 0 m rr w a,Q hXedin/o"bG i/s dix of the Low Impact t Technical Guidance Manual far Pu tSound [grass Cumminkwg,GA30040 appen pac Development ge ) �\ • pH between 6.0 and 8.5(TMECC 04.11-A).If the pH falls outside of the acceptable range,it may be modified with lime to increase Than overseed with**Microclover at 1 lb per 1000 sJ 1e1:770-889-2533 COm ost Amended Soils the pH cr,iron sulfate plus sulfur to lower the pH.The lime or iron sulfate must be mixed uniformly Into the soil prior to use in the Fax:770-889-2577 C( l']\ p NOTE:Any Substitutions most be approved by Design Engineer before any hrrp://www.rainhorvest-hr/ 3 J I J -_- biorerention area. app specification,. /filtration/pre-fltmfon/downspout-filters.asp SCALE:NTS • Manufactured inert content less that I%by weight(TMECC 03.08-A) alto i a le made that deviates from theses fications.Substitutions are allowable but must be pre-approved. w Minimum organic matter content of40%[TMECC 0e.07-A) Downs outDebriSScreen h • Soluble salt content less than 4.0 mmhos/cm(TMECC 04.10-A) APPLICATION:Evenly disperse seed mix by hand-operated Spreader at the SCALE:NTS ---- (_ m • Maturity greater than 80%(TMECC 05.05-A"Germination and Vigor') rate specified for the seed mix being spread.Hydro-mulch at the rate of 50 0 1 Z• Stability of 7 or below(TMECC 05.08-B"Carbon Dioxide Evolution Rafe") Ite per 1000 sf over the seed.Hydroseed tanks and equipment to be } • Carbon to nitrogen ratio(TMECC 04.01'Total Carbon"and 04.02D'Tofal Kjeldahl Nitrogen")of less than 25:1.The C:N rare may be cleaned of all prior seed and her materials before use. 0) <r up to 35:1 for plantings composed entirely of Puget Sound Lowland native species and up to 40:1 for coarse compost to be used as FUII Emergency BIO-RETENTION CELL -E surface mulch(not in a soil mix). **Microclover must be coated with Rhizobium leguminosarum by Trifolii.*' Outlet Standpipe Sw.oandwpe w/12',d o 0 a (Seed by ProTime comes pre-coated.) ;d,w,,t,,,, rig of4"-B"R1p_P 12"min Q mBioretention Soil Media oe1,728SOURCE:Pro Time Lawn Seed,Portland Oregon 503-239-7518 SCALENTSww.ptlawnseed.com AM-Glole QPondTap Oebissc2enPnd)go Z 3 J2.U forml ded coarse a 1 wsooT s 9-03.1 4 C'croshetl Bioretention Cell Seed Mix /Py / / i a �,�,o NOTES SCALENTS6"min1.Soils er Bioretention Soil Media detail.Mix to be cerfifietl riot to lacement.Com act to 80% tailor.�� n p ygra ggregae pac (� p washed stone AASHTO sze number 67,(or equvaleni) max WL 3�� ax WL Z W[36 Un formly gratletl coarse aggregate fh a wash loss of no more than 0.5%,WSDOT spec 9-03.12(5)Gravel Backf ll for Drywalls,(or equvalent) --- - _ -..- -_ CCr C[41.Fne Sand WSDOT spec 9-032(I)Gmdng for Surface Fnshng applcatons.or equvalent - JOuflef IE toWhere linngs requred,bind l n min thicksde-wall liner" ••Facl ty Ln rig per DOEVS - CB shall y _,� outside of storage volume area(in surrounding soils).Liner not 4.4.3 compacted Ill or clay be no less than the e•e.n; „ ///// 72 Oul/e/Ppe = �' Z Pillar Sane Spacfwt on Table to be installed above pond bottom eevaton procto2 mnihk,compact 95% ax WL in north cell / T.\\l ^O w U.S.save Percent 2 F ne Sand[4]and Compost [M t f ns to soils n lower area m \\\/ / 0 number -sing Side slopes (70%sand,30%Co post by volume) m ith specification] /�/j/ - LU p4 95100 P plan& recto G fabric Vmax P650 // 'r/� der Is Active R 12"W-Ben ' '' v All fittings to be glued p8 70-100 ($ B fenfgp T#16 -go _ for seeq fcgignL /Z"S/ondppe 12"OUNeIP/pe 1 / Q ,1� /� or rests red v #30 25-75 // ��/\/�� 6"min MicWronC Q - � Z#50 5-30 12 6/1Ack "Aac "K < #10o 2 5#zoo a Standpipe Overflow # f 3: fl NOTE: I/ SCALE:NTS --- 4xg Clem sand Sp,dfient Table This Plan demonstrates one possible connection scenario LL•[ I:1 min for footing drains.Alternative connections are possible. U p U.S.sieve Percent structural Rocc Beds rtT J o Number Pessing slope(typl -� A-u.`r Sub de to be scarified to a Connections may be made to concrete storm structures. 6"min die J m Q 3/8" 100 � �\'�'� depth of at least to Roof drains may not Bow into or back-up into footing drains. Cleanout Q �j E Bioretention Soil Media 11] P poor grave Sbnd-pipe >� w pq 90-10o q"niter5and placement.Do not smear surface. 6"min die Clean-out O 3 a #g o-10 6"Sand Spec Table) Stand- 2"4x8 Santl pipe as needed #1ao i-S 6'Rock e'clean,uniformly graded coarse aggregare[2] 'From 6 Wyet Yard or IZ U O w #200(wet sieve) o-o.5 Footing system .- Drain or Wyetie-in - o E Downspout 4"-4",4"-6', f) (as req'd: T��\` Bioretention Cell Materials Specification-Typical Section Connection 4°-B°4"-,2') Q SCALE:NTS Fooling Q i Da Drain o' CLEANOUT Downspoutoa 65 Removable 6"Clean-out Plug[4] Removable cover[1] NOTES: Connection Connection Cast iron or HD polymer rim and TABLE-1 PVC Sleeves 1. Required if any cleanout/standpipe falls within a pavement section 0C P Y 9 or adjacent to pavement. C Pavement cover per Table-2.See note Il] Riser Pipe Ring&Cover s eeve 2.Ring and cover must be rated HS-20 if used in paved areas.See "mom Prior ° Dia tin) Dia(in) Dia(Tin }able for sizes and recommended parrs.Equivalent or higher grade Downspout arts ma be used. 6,8,orrd Tee 6 10 12 P Y Connection Roof Yard system 0 3.Cover for shall read"DRAIN"or be blank(no label). CALL AT LEAST 2 =8 12 12 low 'From Footing Drain 3000 PSI coot. 4.All bolts shall be 5 8"-11 nc 304 Stainless Steel socket Allen head. '!�/c ra, %\ " '; 12 12 18 5.6"Clean-out Plug, 6"Ori Original Gri � ) q ) arcane Pion BUSINESS DAYS collar,cos}in / g,( g' per PN:27 261 ore uiv m .Sirucfural� \ ,`\/\\� b.Cover to be flush or 1"max below rode n landscape areas. FIOw q place.8 min Soils %`�/`/ \ 5"min depth ri p DROP CONNECTION BEFORE YOU DIG / /� P 7.Riser to be plugged at all times during and after construction y thickness A} } coarse sand TABLE-2 RING AND COVERS activities. *NOTE: 1-800-424-5555 Rock-bed or pea gravel Riser Mfg,Material Pan-No Description DSgn-Load Rating HDPE Wyes or lees may be used for footing drain 6"Wye fo E Dia in 6",8",or 12" CONSTRUCTION DRAWING APPROVAL PVC Sleeve,12"min Riser pipe w/ systems.Flow from Roof System shall not be Roof-Yard SHEET length.See Table 1. removable plug 6" Carson,HDPE 910 9"Dia 10"-rice 30016/sf Part into footing drain system. system THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED SECTION 8" Fibre a com osite FL-08 9"Dia Valve box.1T'-rice e,0001b/sf Ter-8 F� PER THS TITLE H C 16 of C24 8" H-seres,�polvmer 910 9"Did Valve box,I Of deep 150001b/sf Ter-15 ROOF DRAIN CONNECTIONS DROP CONNECT ION START 105 C Traffic Rated Cover 8" H-Series,polymer 910 9"Did Valve box,10"-des 22,5001IdAf Ter-22 By. 22x34 I J SCALE:NTS ___ 12" Carson,plastic 1419 14"x19"12"-des 3001b/sf Ped 1 7 n Downs out Connections DEVELOPMENT SERVICES MANAGER 19' S n-ra-1,com osire Duo-13x24 13"x24"box12"-rice 15,000Ib/sf Ter-15 I L SCALE TINS --- 02/26/20� PWD#3985 DATE: THIS APPROVAL VALID FOR 18 MONTHS g A PORTION OF SECTION 1 1,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.Bend 3LF 12"DI b"Hi h Pressure Gas Main.Con}rac}or shall coordinate Tee CITY OF ARLINGTON S n I \ \ \ Tee Private Alley I7+51[85 Ri]____________ L15 \ Private Alle 19+10 95 Rt with Cascade Natural Gas before conshucrion Private Alley 17+52[84 Rt] r_- \ \ y [ ]--� L4 Existing6"watermaln ____ _ I-I2"x6"DI TeeIMJxFLxFLL-- WATER SYSTEM CONSTRUCTION NOTES: a ( I vl / a a a a a a 10_COA Water Easeme ® I-I2 ( I _-y_ a --Meter Service Manifold '--o , city of Arlington Standards and Specifications.Any changes to the de: 3 1 45°12 DI Bentl M1xMJ _ _ Tee IMJxFLxFLI to be abandoned I ) __ 1. All work shall be n accordance with the approved Ions and current edition of the W t \ DI Gate Valve(FLxMJI I 3 12'Gate Valves I-Mil -a- a a a -- - -- '- -' ---o Blocking W 160 rite u a__�a -a\___a *- i_I - LF I 79 LF 14"D 1 I _ u 9 require i a �_ _- - _- city dbapproval}he c' 0 F\"\-\e o m91 I a6, s \ 6 I ---m --M-- M -_M- -M -- -- �7 60 LF 12'DI 14 LF 4"DI I-N,of Clop(MMIW-1601 _ 1 2. alnd mus�bsfiallfonefdOrm to thecitry tandaads ands 'fications and shall be VMTee IBlockn W-160 I I4-DI -- - --- - --- --- - \ F�'�L-__---M__ Thr st"Rocking FIL 3. and mustbeshallbecement-o schdulin aprsite.Maas Sal submirenare requiredpet-M, / _ __ _ 9 _� - pp o prpnor to scheduling construct on conference M pre J z N- � prat 2unless otherw se 'Private Alley 19+71[93 Rt]-n liII - T 4 _ aTea over a rig 8 approved by the c ty PNplans for north extension of J I 1 62Dl Gate Valve IFLxMJ) / li I"Water Meter ervlce .---1-1 T'x6"Date I Tee(MJxFILx L) 3 LF Ir `�' 35 LF 4'rD »_Pill 2"x6"DI Tee MJxF1LxFLtI __ 1"Water Meter Se Ice ^M 0 from ate separate 9 __ p 1-" I I a 4'e&pl g valy 4. All service locations shall be field approved by the city prior to installation. Q P 12"HDPE watermaln creek I-6'k4"DI Reducer(FL) / III 3 li Ilya.) ICO Lot 2�1 I l-1 T'Gafe Valve(FL) -© M Meter Service ManifoldLot P. (COA W-401 B L 12 I Coillhaaee shall 5 luntl he co ntr utility)responsibility to locate underground utilities CV y 1 hies by calling one-call Crossing from Tee. 1-4"DI Cap IMJ) /,f1-6"Gafe of (FLI i 61 800-424-5555)48 hours prior to construction. ♦ Q to Thrust Blocking lW-1601 In II ai, I "pre Meter Service Manifold 12 l bx4 of Bend x drard / V //' / 4 1-90°D Bend MJ I And flange, 6. Adequate trench sheeting and/or shoring shall be provided by the contractor as O NOTE:The extension of the - - / I'P `� I 1-6'k4"Reducer(FL) I ) Private Alley 17+63.1[29] / \ - 1 _14'DI Cap(MJ) -_, _ -- -- required by OSHA and WISHA. � L�.p wafer line north from the Tee N II I I 1-90°DI Bend(MI) 1-5y"Hydrant W-O70 _- Bend 1-4"DI Ca MJ Thrust Blocking(W-160) - I.12'k6"DI Tee{M"L - L ` c') is independent and entirely = < ,II [ I P I I 1 j \ ��Private Alley 17+q9[90 Rt] 7. The pipe shall be installed by following the finished grade profile wherever possible. r O separate From the Harmony _ 1 X I13 Thrust Blocking(W-160) 1 1-6"DI Gate Valve(FLxMJ) V 1-45-12 in x 12 in"DI Bend(MJxMJI The depth of cover shall be typically 36 inches 13 feet),and may be up to 60 inches N I I Lot 37 II 6 LF 6"DI Spool Y I Blocking(W-1601 IS feet)with the approval of the city engineer.Water mains under the state for 66 Q r at Arlington Civil Permit. -- -- I I Lot 25 IQff 48 Hydrant Pad[W-0201 " counNl highways shall meet the minimum cover depths required by WSDOT(or I 1"Water Meter Se ice l Imgation Meter Se i I(COA ) 60 Snohomish County). Q I Guard Post[W-030] r Ityp.)(COA W 40) w/DCVA behind(C 090) BlockingW-160 I I per join pipe I ] 8. Pi t deflections shall not exceed one-half of manufacturer's z �1 ✓ II �_ / / I 1"Water Meter Service V recommended maximum deflections.Bends may be required to maintain proper COA W- II ] r wafer main alignment within easements or public right-of-way. 4illill 9. Water main shall not be placed under sidewalk,curbs,gutters,or any permanent J Lot 24 I Lot 36 Lot 47 \Lot 59 structures without the prior approval of the city engineer. LpL.� I I I I I � 3 10. No connection to the city water system Is allowed until the new construction passes 4n pressure and purity tests,and has been approved and accepted by the city. = O 11. Prior to making connections to the existing system,contractor shall field verity the I location,depth and maternal of existing water mains at the point of connection. p r O � \ ) I i Lot 23 Lot 46 \ e v1b L Lot 35 t/ I I I I I I I I Lot 58 ),� o. 12. All water lines shall be a minimum of 10 feet horizontal clearance from sanitary i O NOTE:Water Service lines should sewers.When water lines cross sewer lines,the minimum vertical clearance shall be 0 W Q 1 1 A \ V / ) / /I I main 5 horiontal separationfrom n oo 1 ----- C- 18 inches. drainage system,as well as meret o F n U 13. To flit the main for flushing, < I JIIL g.pressure and runty rash,ma contractor required to use vertical separation at crossings IN III ; V an approved meter and DCVA.The hydrant shall remain in the full open position to i ent e through the n hole.After ul test Lot- Hy an\ L0134 LO}45 III n III LO}57 III III I 14. h e contractor r wilf shallhalll contact nto the city for vial egope anon.Only fauthor eeves d s e existing e Ir I a representatives of the city can operate valves n the city wafer system.authorized pieces. J \ / I Ex.14'AcceuE mmenh by I 15. The contractor is hereby notified that,s rice filling and flushinlg will be done through a {{ Private Alley 20+07 s IBBI A� I Hydrant red[W 0201 _ ,. II d umen/,ace d dund y J.i cross connect on control deuce,low velocity flows may be encountered Therefore, I JT III /I / Guard Past IW-0301 Lot 33 I 1{ A.FK 2017v63tb757 I .- every attempt shall be made ro keep}he pipe clean during inst, llafion.this may 2 _ -124--- III I / Blocking 1W-1601 \ I Lot bq v e - Ind de swabbing the pipe with chlorinated water. III -- - it N IIII Lot 56 III 'fr 16. The contractor hall perform temporary soil erosion and sedimentation control,dust , Private D'e A 1 140 157 } I I \ I.>I1 A control,nose control and traffic control as required by the city or other applicable I II i I � I I I I i II ' Tee / _-_ Oo OZ I � I -__-_ aes a nv 112k8 DI Tee(MJxFL)[ ] ----- -- - - - -�-- - I, d agenpatching Os R�STEB��r I F - I----__ 17. ^ghr o9 wa part ro the wa hsehaallc applicable the qu remen}s of the SS/ONAL EN' IA"DI Gate Valve(FLxMJ) / I I 0 -__-_ y Y Penn y or o pp gency. 1 - I .�3i1 08/25/2025 Thrust Blocking I W-I 601 I ' °f I \ u 18. All n I ne Bell pipe joints shall be restrained with field lock gaskets. Lot 20 � I Lot 32 I Lot 43 I I i I �� Lot 55 19. All fittings shall be restrained Joints and have thrust blocking. I r7I ].. it� I r IJ), / / 1 v NOTES: R� \ j 1 III -T eandina Heianr S \ o',I II: Lot 31 I Lot 42 1 q z e a t 1 11 I li Lot 19 Lb}sq > '- / Bartell Peak Root Height:39'-5z' O I li I IIII I I I. / DIUCJs Max Eave Height.28'-45' O I\ O w"ahin I QI 1 -- 3-Stories maximum s p a ve- I i I 32 Ov /31Qf//-v03-04/�IX1 JI l I I / I II u I I N 3 �/ erlan,1.- Jam z z z z I \ I � 74732v41hJ/NE w u Z 0 0 0 0 Lot 3o Lot alAMng/u2 wAsans Buildings exceeding thirty feet in height require o a a m Lot is °'� 6 00 Lot53 N 3 double check valve assemblies.Back-flow a O o o a I IIII / I / 1 11 I III I 1 preventer shall be located after the meter on J I I 1 11 p O 3 the customer side of the service.(Sec 4-1.18 a > Cross-Connection Control) /---122---- \ 1 A I I I Lott? Lot Lot I ,II Lot52 -- -4--a m�doIS � O Z sv'..-1 emenn I I Lot 28 Lot 39 Lat51 -- ---- 3 brdocumen/e need <x I I jl I a I, j Lot 16 j 00 1� I env A.F zv/7vsa7-1z o I I R II C 3 I I- � �I I II it 111 P I j 1 I Tract 998 -I-- I I ill __>v=,_.�L>,�._>y�-�>_��.>_>_� r 1I r I Lot 27 I\ 3,367' Q I III it II I Lot 15 1 I -----------I Lot 38 I \ \r 3 _-'y Existing Hydrant 3 I \ I I III I' II 3 I I II ryo- I p l Lot 50 --- � �F o Path II 6 I O�� - _�- - y O III II cs Surfacing II li 1 II I per detail II I� II ]' I I"Wafer Meter Service \ r - �� C �p / I I III 11 it fl 11 1"Water Meter Service \ A (typ.)(COA W-040) h IbPI(COA W-040) V 'i �y?_ // „O, Lot14 I,I Lot 49 V i � zI e of o sJ I� I �� inin / Inerse " / -�j, -e-io /r o Z i P vote A,S A=9+0.24 a Tee 11 12a Ilrr++�t rI}, �2 1Q�.4 1 8'kBeD rCut-I 8+1e W-2 J I Private Drive A 11+48 Ie Rrl I W E}rpp A=2 +$9,0 H U��I W�I 5 U I .�' ( 7 f`L Q I I )I I I L DI __- _�� -_ fir--�T- - 3f'0�YY�O ter--fir-__�T_ - LF 1'�I , 11!-�$I Bend I r 112 X6 DI Tee MJxFLxFL I I I 2-1 Z Gate Valves(FLxMJ) 1 Gafe Valve(FLxMJI ey O _ k4 Reducer(FL) O O � 1 16 Gate Valve FLxMJ I $ L_____ L__-__-__ L__ ,8 /\ I Meter Service Manifold I /I - - - --- -1 ) -- LLJ rx4 Reducer IF x60, 1 3 II s - es - a� v Exsrin "Blow-0ffr per ram ed Ix�ii Pva4e-Shared Dove�STA 0+85.49 x ,r ss f� s s a p \ I Thrust w-16o I / I --- -_-_-_-- ----- -----Q -- ----- Bfi�EA-- -Interseetio -- -- -- +I I 1 > - / s l I / I a I Tract D / I e Dri a A,STA=e+ 00 Iqc 29,9795f Infers cHon 5 dram i I A b > �! Starbucks J o [ I rivate,Drive ,STA=8+91.0 �' 31a511-vo3-054-av P Entrance 200-70.1 19 / \ r! J \I ts'con wet rl \ / Privet Drive A,ST =10+59.43 Private Alley,STA=15+00.0 / x 'Jidewe'rEgemen/ a I l I I-�"H dery[W 010] easement / Privat Alley,STA= 1+60.31 7a LF 3 yOI spool 1 a -1\ bydocunfem Hydrant unv A.FA zareo3 Guard w30] ` - ° y _1 / Guard Post[W-030] - �I h O a II _ F.1v'ro �1 a --i / / o o. lockin W-160 rro e I 9 1 ] � n I I I 9�eme�l / I/. n ill I I/I S 0 0 0 0 o II a o 0 0 - 0 0 0 rnN II--- I`d/�\� .o��a.ev2oiao.7v,tzss� ay, I --fir: C o m nz, 1 116 > 3 IL--�-' ��\ \ i` it + 10 EosOemenf - I"WaferJ( OAW-040) ter Service i,J Adjust hydrant 1"Wet Meter Servic (typ.) alignment to maintain y ](COn w-o4o a 5'setback from Lot 7. LI _ \ C i f 1 1�fnfersei <_z -Compacted drivable -- - --------- e s 1120 _ �- -STA - I 1 oS Wes}Aisle TA=�05.95 R 4 \ t2o� 10 min. 1 Privat�sn ed Drive,STA=30+00.00 BUSINESS DAYS surface within watermain _ _ ___ __ ___ ___ ___ ___ --��--- -- ---��_ -__��--- ---_ -_-- -_ + �-- - = BEFORE YOU DIG h easement of =SfiPOf firm -- ---- - --- -< «=< « / - > .. fi ati 9e n___ J__s pE<AeF lau I $ 1 800 424 5555 / min.10'wlde. I " v „R ausi>eETemenl We$tAiSle _L// N 89 12605SS 25' - P- t - - - - Tom- - x ��T�-a_�_ _ -x. _ _ O __ CONSTRUCTION DRAWING APPROVAL SHEET L '=Cross x-1B4�CF'12'DI'_"- �>_a_�_>__ 4eC'S_s _ x-x_'158 LF 17'DI x - - - - 0 - ,� �i - -"-�'-i'-` THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED r�,I__ _ West Aisle 3+1g s(Lf1 _ } PER THE CO SON T TITLE H C 1 7 of CLV -L7 1 Tee _ Z __--_ Tee L2 -- - 1-12'k12"DI CIv s((FLx r\West Ai51e b+62[-5 L1] ��'tiDi .1 0. 0 1-12"Gate Valves IFLxMJ) 22x34 20e(FLxFI_j12 y'>• West Aisle 4+79[-6 Lrl / x8r N - -/2-12'Gafli Valves i�-- --------------------------- _ --212"Gate eValves FFUMJ)) 2-12"Blind FlWe(FLxL) sv: v ange -1-12 DI Tee(MJXFLxFL) 1 a 0 WATER PLAN I I _ 2"x8"Reducer IFIxFQ I,\ I�- 0 20' 40' DEVELOPMENT SERVICES MANAGER a LAN C� 1-1 P'DI Blind Flan FL ] I 1-8"Gate Valve(FLxMJI \� DATE: 08/26/2025 E�tance SIA OM+0040 I ___________ __ __Y_. Scale: PWD#3985 i Thrust Blocking(W-160) / Thrust Blockin w-160 = Thmsr Blocking(W-160) THIS APPROVAL VALID FOR I8 MONTHS A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s Hydrant 8 o \B SYat H dra 8 a IY 1-12"DI Tee(MJxFLxFL) II 1 =�—_________— 1 y-�8 DI Tee MJxF water mainctreek cro design plans n / / \ 2n12'f Gate Valves FLxMJ — ————-------_ ne Alley 20i 07 LW-010 /8"x6" _i lrnsextension of 12"HDPE \\ \ r �I \ Tee See separate water y, )w Shoe-�' ing from Tee. f lJJ u° �\ — 8 DI Gate Valve(FLxMJI O Z M I / I / 1-6"Gafe Valve(FLxMJI �� 1-8' I / / Meter Service Manifold 1- "DI Spool 61 LF r _— \\ ( N ___ __ - - _ - v I _________ _ _ __ 1 b"x4"Reducer FLxMJI Hydrant Pad W 020) k�'"I � ( i N �i ,-�_------ king(W 1601 (C� �LJ�i /„�t/y��'I/w'I�G"t _,Guard PosllW-0301 41�1 _ _ � ` I � �O�.N Thrust Bloc_—__— _—__—__—_ Thrust Blocking /t ,�I T„I - — _ r� sf _ 3 r I�1 w � -- — ----------- ---- —y — — '� Tee __ 2 C 10 .� ( I I]) I --- �'— t- _ _ __ --- _— =_ _ - - IPd�ateAllev19+1o[95Rr] II c`( __�/__ ss yy F� —/ ——_—_ -_ -- ___ ----- ----—— IJ' 312 Glee I/esJxF FL)FI-X I UJ I \ \ —_7-11T'G Blinda s F(IxMJ // _ L3 �_ _- _�± �_ yy ______�——__�___ �__ 1 12„Gate Blocking (W I60) li 1-�O West Aisle b+62-5 Lt _ � _ _ _ / _ — �!' Thrust Blocking IW-1601 W 0 �M ( Thlusf Blocking(W-160) O Lot 13 J �I I I ti I 0 0 0 0 o i 0 �V 0 0 `0 0 ricYB95 DZ Lot 12 � °I I I 'o Lot 1 I I - � i 1 +1 I \ I (I r a I In ate DraPve A,STA=10+59.43 ' I O ----------- —e Hydrant tl Private Alley.STA=21+60.31 L 1-- O------ o ----------- ----- —Fir n I o ---- — ------- -----� I III x a r �G1 (f _11� I 1 �s e.,. _ wA'CS cTF NORTH WATER LINE PLAN p °� II # II ,I �6.SSRFGR7EREa�G? 140 140 I'II / ONALE ] #. 081 25/2125 C lF / I 6'Board Fence 130 J 130 3'min.E max Cover(IYp) �° -— ----------------------------- _ ---- --- --- I e � air mr,Y maTCoveFINPI--- LF 12"DI l20 148 LF 12"99 I\ O 120 I Jom See W17Water Planfor wuZ 0000� �1 fitting specifications U 3 w�'n'n�_n INL�I 6LF 12"DI O�¢Q»»"+ 110 110 I � 3 105 105 al w s}o0 0 P Q 0+00 1+00 2+00 3+00 3+98 I } ¢i NORTH WATER LINE-PROFILE Profilefall—pip.—Lame. SCALE:Ho,I"=2o' 3. Structures and stationing are per alignment named. (2:1)Vert 1"=10' II, 3 H •— '0 L o Z I i Q cM 3 Q Z Z3 y LLJ J LL Z �0 O II 3 p w [L 3 [L 130 130 --—1 a I 12 II O Z Sri 5'max Cover(hp) I I I Q _ O 152 LF 12"DI 79 LF 12"DI 60 LF 12"DI I I Q 120 11 CL J6 LF 12"DI 120 I 97 5 al LU See separate wafer design plans I e LLI I li for north extension of 12"HDPE II i U Q 110 water main creek crossing from Tee.— 110 I I.a III I J a II J 105 105 III I I O 3 -15 3 0+00 1+00 2+00 3+00 3+25 III •� o Z EAST WATER LINE-PROFILE ProtlefouowF pipe aemeriine, scALE:Vert 1"=20' UStructures and stationing are per alignment named 12:1)Vert 1"=10' K 0 20' I 40' C� Scale:1"=20' C 0 E CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER S TITLE H C18 of C24 BEFORE YOU DIG BY: 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE: 08/26/2025 i P W D#3985 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. s I �- �� \ •\ --_/;'--, / \ -------------- --------- H _ n I __b___a_ a___,m__ _a__�p.o� i _a- __ __ ___ ___ __ __ ___ ___ ___ ___ __ ___ ___ __ ___o___a___o___o--_ ___ ___ ___ ___ ___ --p___a__ 1. H THE APPROVE ICLANS,AND CURRENT __o�_a_ _p___a___ `a_ _a-m-a--_p-- nTN-I --a___a___a-__o -- -__a a a----__-_ CITY TION OFF THIE CITYBOF ARLNGTORN STANDARDSAN SPECII PLANS.ANY CH n / e___a___a_ a o m \ \ �r a - ---------tr{Paef-99nJ------ ---_ -_ - ----- _ TO THE DESIGN REQUIRES CITY APPROVAL. RENT _ -_IANGES -__-__-_� _ _ -__-__-__w___ __-__-__-_ _ _ -__ __ --- -Trc&997 __-__-__-__ � _t m m m - " 6,144 sf 2. ALL MATERIALS SHALL CONFORM TOTHE CITY OFARLINGTON STANDARDSANDBEFO E W u \ \ �- SPECIFICATIONS ANDTHE MATERIAL SUBMITTALS SHALL BEAPPROVED BYTHE CITYR Q I -_ ____----____ - v -v -v- -v SCHEDULING THE PRECONSTRUCTION CONFERENCE AND BEFORE THE MATERIALS ARE Z N ____- __-__-__-__-__ - _ r m__ __ DELIVERED TO THE JOB SITE.ONCE THE MATERIALS ARE DELIVERED TO THE JOB SITE THE - m INSPECTOR WILL DETERMINE IF THE MATERIALS WERE MANUFACTURED TO MEET THE �ODn to Alle�7 __-__, $ _ __ ^^,^� REQUIREMENTS OF THE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS BEFORE O O`N THE MATERIALS CAN BE INSTALLED. z Q P \ 2---- \\ ALL SEW ER MAINS AND SIDE SEWER STUBS SHALL BE FIELD STAKED FOR GRADES AND Q Lot 26 I �SSMX-4 CB _© CB-Type-I I ssmH.6 I ALIGNMENT BY A SURVEYOR PRIOR TO CONSTRUCTION.THE CONSTUCTION STAKES MUST Lo 48 I 48"-Manhole "-Manhole Lot 61 SHOW THE STATION AND OFFSET TO THE ALIGNMENT. e, a I / FF=125.25 19+08 I _ 4. THE CITY OF ARLINGTON WASTEWATER DIVISION SHALL BE NOTIFIED A MINIMUM OF 48 V I s-'--126-- _ I I I I I I I FF=12s.v / �„ 0 12.7 h5ft I - ----I-n -- - / f HOURS H ADVANCE S A TAP OR CONNECTION TO AN EXISTING SANITARY SEWER '- I Depth 5fl I \�------ -'n -_ _-_ --- - MAIN.THE INSPECTOR SHALL BE PRESENT AT THE TIME OF THE TAP OR CONNECTION. � H �M I 9+10 I r \ /3 5. GRAVITY SEWERS,INCLUDING SIDE SEWERS,WITH 5 TO 14 FEET OF COVER SHALL BE PVC CD 124'-- _ l 1 Y 13 I 12.4If 1 I '( Nc� ASTM D 3034 SDR 35.GRAVITY SEWER MAINS WITH LESS THAN 5 FEET OR GREATER THAN 14 04 _ I FF=125.25 Depth Stt I Lot 37 1 V I / FEET OF COVER SHALL BE DUCTILE IRON PIPE CLASS 52,OR C-900 PVC.IF DUCTILE IRON OD Q / I I III L0125 I Lot 48 ' 3 PIPE IS USED FOR SEWER,THE PIPE INTERIOR SHALL BE EPDXY COATED(NOT I FF=125.60 I III IJ+34 Lot 60 I r �p li QEMENi-LINED(. 0 19+27 I FF=12S60 I7+32 FF=125.60 I I 6. PRE-CAST MANHOLES SHALL MEETTHE REQUIREMENTS OF ASTM C-478.JOINTS SHALL BE 12.o If 1 II 12.0If z 12.0 If I 3 RUBBER GASKEfED AND GROUTED BOTH INSIDE AND OUTSIDE OF THE MANHOLE PER CITY Depth 5ft Depth Sf} Depth Sff OF ARLINGTON STANDARDS AND SPECIFICATIONS.ALL LIFT HOLES CUT THROUGH THE 17+30 I 1 -�� ° WALLS OF THE MANHOLE SHALL BE GROUTED FROM THE INSIDE AND OUTSIDE OF THE FF=125.25 12.0If 12.OIf 1 II Ii 3 -� MANHOLETO BE WATERTIGHT.ADDITIONAL WATERPROOFING MAYBE REQUIRED. J \ \1 ( I I Lot 24 Depth 5ft LOT 36 Lot 47 II \ r '' r 7. SIDE SEWER SERVICES SHALL BE PVC ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED t 9+as I Depth 5t1 I Lot 59 -� I �\ 12.0If FEE 125.60 I FF=125.59 17+14 JOINTS.SIDE SEWER CONNECTIONS SHALL BE MADE BY A TAP TO AN EXISTING MAIN OR I FF=125.60 '( Y TEE FROM A NEW MAIN CONNECTED ABOVE THE SPRING LINE OF THE PIPE.WYES ARE Dept y Deprh 5ft r r DRIVEWAYS ALLOWED ON LINES 8"OR LARGER.SIDE SEWERS CAN NOT BE INSTALLED UNDER Q I I I I F_ I I 17+12 / I I Y DRIVEWAYS UNLESS APPROVED BY THE CITY INSPECTOR. FEE 125.G0 t „ II 11.9 if / III °v 8. ALL SEWER PIPE SHALL BE INSTALLED WITH A CONTINUOUS TRACER TAPE 24"-48"UNDER Depth SH I 3 e . 0 Lot 23 I I Lot 35 Lot 46 I I I Deprn 5ft �../ \ THE PROPOSED FINISHED SUBGRADE,OR AS DIRECTED BY THE CITY INSPECTOR.THE Lo}5$ e. - MARKER SHALL BE PLASTIC,NON-BIODEGRADABLE,METAL CORE,AND DETECTABLE,WITH ° O I 19+63 FF=125.60 O FF=125.58 I r \�' 16+96 FF-125.60 _ ------ BACKING MARKED"SEWER". 12 o f v oo - - ---C--- ... a _ I I 12.0 If I 9. SIDE SEWERS SHALL BE INSTALLED BY THE DEVELOPER AND COORDINATED FOR F 5ft Depth Stt r i CLEARANCE WITH POWER, AND OTHER UTILITIES.SIDE SEWERS V" eanou} a P a o < \ \I 1 \ 19+65 16+9if I I I SHALL BE A MINIMUM OF 10 FEET BEYOND PROPERTY LINES AND 5'BEYOND ANY FF=125,01 at Builtlin9.5Ho80(typ ?Y 1 I I 1201f I 12.0If 1 II \ EASEMENT. _ I FF=125.60 I A J Depth 5ft L0134 I LOt 45 Depth Sft I 'I \ 10. THE SEWER PIPE SHALL BE INSTALLED STARTING FROM DOWNSTREAM OF THE POINT OF ¢ 12.0 081 I\ FF=125.60 FF=125.56 ' + II 1201f8 documen��mc0/3dedundey ( I \ 71. SEW R PIPE PE SHALL HS INSTALLED OR SOHORWGDSHPM A STREPROVIDEDGNATED TBV THING E CONTRACTOR\ \Yl - III )� De ih 5f1 Deprh Sfr AF.K7017 7 \ ,. Y - I CONTRACTOR AS REQUIRED BY OSHA AND WISHA. ER S.FOS 11 I I I /� 19+a3 I Ib+76 ��oewnsHr T \? I I _---126--J I ICI / �I I / 12.o If l 1 11.91f 12. TO PREVENT WATERAC DEBRIS FROM DISCHARGING INTO THENECTI EXISTING SEWER •� . c,F,p I I / Deprh 5ft d Sewer r a / SYSTEM,THE CONTRACTOR SHALL INSTALL A PLUG N THE CONNECTION MANHOLE OR AS /FEE125.00 s e Lot 33 Depth stt f i .124--- II / perijerall ltypl 'I FF=125.60 I '. / DIRECTED BY THE CRY INSPECTOR.THE PLUG SHALL NOT BE REMOVED UNTIL THE SEWER IS - I L0121-- 00 „ 19+9hfi FF=125.60 `P" o NI Fo125.57 2.Q III I I Per COA Std.Wye's hall be used for side1 ( a° / ACCEPTED BYTHECITY. - ^ - 1 13. ALL SEWER LINES SHALL MAINTAIN A MINIMUM OF IO FEET HORIZONTAL CLEARANCE AND - - 1 sewer A Std.connections at the main(typ.) 1 rr ell ^ / A MINIMUM OF 181NCHES VERTICAL CLEARANCE FROM WATER LINES.SEE STANDARDS Deprh Sfr Iw U' I -II SPECIE CATIONS FOR ADDITIONAL REQUIREMENTS AND ALTERNATIVES, 14. PIPED BEDDING SHALL BE IN ACCORDANCE WITH HE CITY OF ARLINGTON STANDARD O SS/ONA �O� - 124 - 12d I .�'- I A AND WSDOT STANDARD SPECIFICATIONS.3/8-INCH MINUS MANUFACTURED CLEAN PEA / GRAVEL IS THE REQUIRED BEDDING MATERIAL.ALL PIPE SHALL BE LAID ON A PROPERLY 124�ui.° Bartell / PREPARED FOUNDATION.TH IS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH 0�25/2025 124 9:� al I �1 16+q6 II V I `I �i BOTTOM OR THE TOP OF THE FOUNDATION MATERIALS AS WELL AS PLACEMENT AND Lot 32 I 1231f -v'p /Lp COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE Lot 20 I Lot 43 d 12,111 Lot 55 -- L.- 3ms1/-0030q'- \ FF=124.60 FF=124.85 FEE 125+25 ' „ 'I \ _ ,pO/Adnglo,LLC ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED BY A UNIFORMLY DENSE UNYIELDING SDCB-14 I FF=125.60 JI�IIL, I / I I 20+32 I 20+30 16+30 to v �.° V 747320d1/r JY.NE BASE I \\ 1 I i IIIII I it I I I II I 12olt I 1CTOR SHALL COMPACT TRENCH BACKFILL WITHIN THE CITY RIGHI 2olt CB-Type-1 Bubbl Up j Depth 5ft I III �J 11 I 3 Afingiu2 LUA 9ffi27 15. THE TOEAST90%MAX MUM DRY DENSITY FROM HE BOTTOM OFTHET ENCHTOADEPTH hchy 1 De th Sft Depth Sf} --^ OF3'BELOW THE SURFACE.THE TRENCH BACKFILL MUST BE COMPACTED TO AT LEAST �R -t yI 95%MAXI MUM DENSIY WITHIN 3'OF THE SURFACE,ASPHALT MUST BE COMPACTED TO V k FF=124.60 o 1201f 1 12.0 If N n II I a 1 / MEET THE REQUIREMENTS ON THE PLANS.ALL COMPACTION TESTS ARE AT THE �j I� o I Depth 5ft Lot 31 Lot 42 De rn se '" e, I o II P Lbt 54 / DEVELOPER'S EXPENSE. e 0 U 1 li LO}19 20+50 '^ I FF=124.85 FF=125.2q I FF=125.60 •1 / '� V O e` I z.olf `G Q II lzof oa I; ern se �' I De rn srr __ �;4 J 1V I. III / p-,ov li I w+sz 1 H 16+10 I I 3 a/ wiz zzzz o sewer O I o o o o FF=124.60 1z.o lr I Easement II lzolr I 1 Depth sn Lot 30 Lot 41 , Depth 5ft Lo118 p �' `" I I 'I p I Lot 53 al auoo��a 20+66 FF=124.85 1 FF=125.25 15+94 1 16I 00 II FF=125.60 i I / III 12z If De rh 5ft 1h5ft II I I 1 I I N 20+68 1 Depth 5ft i1 j I z 15+9z 10's- / - I \ FF=124.60 a Deprh 5fr Lot 29 12.0 If I 1 11.81f Easement I 122---__ I > I Lot 40 Depth 5ft I r I Lot 17 - FF=124.85 1 I II 15+76 I Lo}52 -_ -----� w(1 _ 20+86 oo I 122 I 1 I I 1201f I I II 72.01t IFF=125.60 II dOlS o I� I I I 1 111 Depth SH Depth Sft 11 r O N O I I I Per COA Sid,wye's shall be used for side ( I I I C!) Z zo+a8 -er onnectionsar the main(tyP.) 1 1 1s+7a I ins r I I I B 1 11 FF=124,6D 12.o 0 11.9if I ,-- --- Ek 90'Accett Eorementr \ D. 5fr c Lot 28 SDSP-11 LO}39 1 Depth 5ft \ - <i I I Lot 51 3 3 I I I � byd umen7recoNed I I I Lot l6 I 1z•-stand e FF=lzs.bo I 11 +02 FF=124.Bs P I FF=124.98 1s+se 1 ona A.F,v20o7s2 C a Lz° oe m sfr Depth 9B III �� - vim_y Q o I it II II _ \ /I III II I it II I 121 04 I I \ \ - -__________ 1 12.06 > III FF125.060 I 3 -__-YT- < a I I FF-124.60 ✓- De th 5ft LO}271 1 9 Lot 38 �'+9 11 \ \r r- Y Z \ / III III II II li LOT 15 FF=124.85 Depth 5ft I 15+40 I it 3 21+22 FEE 124.97 yv �a - r OO z.o a 22If - 1 / I III III 11 II 11 DernSfr I 1 �� 1 DeprnSrr I r -I O rz 1 II I olf 24 120If 'go N li Deft 6(1 I 1 Iq Depth 5' FF=125.60 2, \ / ^2 Z FF=124.60 I H �� I Lot 14 1 PFy r I Lot 49 / 1 Fro Hvdr t / i \ I \Ex n's1� oromoge�emenl p EN.2'01�0,�OWIE J U z 1_ / o o ww /' I 48"-Manhole 1 SSMX-3 10SS•-P--3 _ -_-S_MT-gS ssMx Private Drive A 48M ho e 2r9,979s ks- r NW __ _7 fi__ 1Easemen 48"- Storbuc v 6 LF B'PVS_000 '< 1051003-054LO / - 101 LF8 PVC 5,r=0.005 >< ---- -- -J <T, F_ 11+OS 10+70 10+68 10+33 1 1 9+46 9+12 9+70 ��7f15 8+73 U 07 9.5 If 0,70 10- 9.5If to+31 a 9+4a 9,5If 9,5If 9.5If 9.5Ifr9.5If 9.5If9.5 9.S I P < Deprh 5fr Deprh 5fr Depth Sft Depth5fr Deprh bfr Depth Sft Deprh 5fr Depth bH 48' ��2 L\ ' JDeprh 5fr Depth Stt Depth Stt Dapih Stt 'Sd �E menf C < < �, V bydoco�e„trecoed 3 }I .F.N-B018P 03�90J5�'y,J Private Dri a A,STA=B+'4I�08 u d A,"7 I o Private All y,STA=15+00 00- \, I - M - 1 o FF m aU III i I1 ` m` 0 0 FF123.40 FF=123.40 =123.50 =1a`2o3.50 o . 23.40 . = . . 23. FF=1240 FF=123503. FF=12350 - Ii' ge?s�men J/Ana U I \ \\ \ I I O S w r W I w I 1 r IX A.,-.IV,2I)KW3090Sf7�\\ Q t\ J I II N \ t o - ontractor to rotate MH Y -- -- --------------- CALL AT LEAST 2 = n \ I 122_c � BUSINESS DAYS fitting nilo menu _ SS/_Ern--�., -ss+vnuea ��in7abR° ,lleQt_^ - __-`:f 3�Or�re§rsz9 -c -- v-- -- _ __ _ _�-v _ __- e < v- v e ` ` _ g � -�= i "'I 31 BEFORE YOU DIG Q_ fin--- --- -_ .F c➢iw1 >_,_�_,_�_,_� a ia71�tF0OSSS -- -------- >_>_>_>_ - _ ---- 1-800-424-5555 F�pu�eB underAF.N.7 0/40513057 9 � 29'ROW Detli ation SSMN�EYS l r perA.F.K B9/I2GmssS west c le JB"Monho/e '"/ - a a y a- a--J y a _ s >_�_i/ - � - - - _ _ _ _ $ _� � �- CONSTRUCTION DRAWING APPROVAL SHEET i°i� �s_�s_ >_ �_�s_�>_i�_Ls_� _�s_i�_�s_�>_L - - ---- so THIS��s ` `- --- THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED C19 Dt C24 tl� H 3 _-1 - - - --2-120--- -- ssMx-1 - -- ^neonhoi , PER THS TITLE H V I 1 48"-saddle Manhole / Manhole pad per BY: 22x34 - SS-070 around 0 20' 40' DEVELOPMENT SERVICES MANAGER a SANITARY SEWER PLAN - _ SSMH in planter area DATE, oa/z6/20zs ------- ----- �---- 1 --------- _ --- ------- ------ _ soale:r'=zo PWD#3985 i - / _ ,--_i��.--.�.-.---Y�T�T��T^c --------- THIS APPROVAL VALID FOR I8 MONTHS A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s I IIIIII IIA, III - - - ` it I II li I I ili 1 I Ili � ill I l u° N li ill H 1 4 II III 1 �I10 w Lot1a �IIII Lot V II' �� J �cco it ill III / Ili / by_� W n II / �]I I � r---7Y'-'- I I ' Z rite won DODD �o�'4o �, �I� eme^+ �_ nhO1e Private Drive A E sem_�i Q Priv to Drly A,STA 9+0.2 Tra t 999 I 1 Entranoe,STA=200+89.0 m I II Ea ewer 5,954 $�SM�t -- —_—__ =III SSP-3 4 / I `/ 0 O� _— L --- - -- t-��- ---- — _ '�*-�7----i 1 /li au ,`C))'a ---- 3P a 1--------- - SSP __ - -�- s - n s' 3 L I M I H >7 I _ MFIJ 0 Q Intersec Y -L-- 1ihW-d- i _—__—_ 1 I h� --- SSMH-5 /t I ection y- 48"-Manhole private Drive STA=8+97.08 s` � Priv to Drive A,STA-0+59.43 I� I+ Pliv to Alley,STA=21 60.31 pose eY•S A=15+00.00 In E eeMon 1 -�a 1 I 1 Pro d iivate Share STA=3 rl li I Fire Hydrant v Pmate Drive +00,00 I Se enr n b "o 'l O O O O O O \ 11 a Ia 'o I r I \ 111111 ---------- -_ __ - _-- _ _ _ _ _ __ __ _ _ __ __ _ a ,12o�z - Iz2 lzo s J I JeER•w AFOST smemon __—__—__—__—__ __—__—__- 2 —ss III ss-�_5 W tAisle,STA=4+99.92 tA/SIB- i i i �_ 8 En a e,STA=200«00.00 �_- - s a - - - 6-'/ONAE• G� �! 48MSaddle Manhole —— — — —— — / SSONAI E� OS/25/2025 PRIVATE DRIVE A SEWER PLAN 0 20' 40' 140 Scale:TWO Priva e Drive A RR M seat 130 130 ar�0� Design Ground 0 m i�i of v O-' 0000 zzt u ---------- ------ ---- o_u o o o:a 20 120 ExirhngJ ace SSP-8 SSP-3 SD-11 SSP-5 SSP-7 � 53 LF 8"PVC S=0007 67 LF 8"PVC =0.005 101 LF8"PVC S=0005 44 LF 8"PVC S=0.006 ; Q 110 110 SSMH-8 SSMH-3 SSMH-5 48'Manhole Solid Lid 48"Manhole Solid Lid SSMH-7 0 Z N 48"ManholeA 1 grate O Private Drive A I1+0]]2I-25'Ltl Private Drive A 10+54.66 I-26'Lt) Private Drive A 8+86.92[-2.5'L}I 48"ManholeA 8 grate a w Rim=123.02 Rim=E)1. 1 Rim!Sj n-I Private Drive A 8+43.181-25'Ltl Q>: J IF I8"Slant=l 159] IE IB"EI In=115.59 IE 18"EI In=115.73 Rim=121.97 3: L.L IE S:N)in=115.59 IE 16 S)in 115.73 IF(8"N)out=116.00 O O 100 IF(g'-Slate=11s 49 = 100 Q rn <i IL 95 95 Q Z IQ Q 0+00 1+00 2+00 2+85 N ` Profile follows pipe centerline. SCALE:Hon,1'� �O Q SSHM 3 TO 5-PROFILE Structures are per alignments named. CS w �o CL ao Entrance ao o1. w 2 w N w 130 130 J to Design Gound Q LU 3 U ____________ -" 120 120 J < a Eri7v,g,rof ce C o ; 0 o SSP.2 � 77 LP 9 PVC S=0.006 U Q a - E ill0 0 Q CS Uf a CL SSMH-1 SSMH-2 R 48'Saddle Manhole Said 48"Manhole Solid Lid I y V Entrance 200t08.89 S.1'Rt) Entrance 200+85.42(2.7'Rt] Q W Rim=121.01- Rim=122.42 Lid IE(9 N)in=114.51 IE 18"N)in=11S.13 IE LT'E)in=11A.61 IE 16 S)in 115.13 100 = - 100 O ~ E w L 95 95 = y 0+00 0+97 SSMH 1 TO 2-PROFILE Profile follows pipe centeriae. SCALE:Hon,T'=zo' E Structures are per alignments named. (2:1)Vert 1'=10' CONSTRUCTION DRAWING APPROVAL SHEET HIS P CALL AT LEAST 2 AN SHEETHAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER S TITLE H C2 C2O of C24 BEFORE YOU DIG BY: 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER 08/2612025 DATE: i THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 n A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s IF�I Trod 998 W L017 122� I CJ III iv n m I Proposed I _-----'- r u Fire Hydrant LL I O I IY ZN 124 ' 124 � 5 i t I r � ��n I I II O �aN I Z �Qa I o'sewer 3+I 3 r >3 C� Easement L/ I I I Y Q (} Lot 6 I I 10 "II e1}III 11 r W �o M I v v v o v v v `o o o 'o `0 3 I Y od Q Lot 5 I 11 I I + I� r I ll I ii Tr Z Lot I i O � lOSewer 4M ahe Easement r S S a . I -,I Prvae Drve A,STA=8+91.p8 }__s_ --T Private Alley,STA=15+00.0 I 25'1aement g S-,�s g a n I I I I I p O Lot3 I ---��-------- - -------- -- -L/------- ---�--�� '� 'I 0 o F / pose Pro d _ I Y a I I / Fire Hydrant I Lot 2 r r f99r I• I I r e I I r , I II 2,75 i 1 1 1 r �R Wqq OST �,- 1J.E S crF,p \ I `o o `o `o o `o `o PRIVATE ALLEY SEWER(SOUTH)PLAN 0 20 40 qo Deco ��?�`m. Scale:I"=20' ESS/oNALE 08/25/2025 140 140 Private Alley R s°i eat 130 130 g p Design Ground Q} O JOm ZZZZJ r Exitbng Suloce� ____- _- �U3w---- O_O_OO -- ___ ___. - Ow«wntiti� 120 120 SSP-6 0 266 LF 8"PVC S-0008 3 a 110 SSMH-5 110 48'Monhole Solid Lid SSMH-6 O a Q 48"Manhole Solid Ltd Private Alley 14+91.33140'Rt7 Private Alley 17+5805[10.7'Rt] } RIm=122.98 Rim=124.94 <x IE(8"E)in=115.73 IE(8"WI out=117.77 W IE S S)in=115,73 •` O J 100 IE 8"N oJ�tu-]15.63 1 D0 Q Q Q rya � 90 90 O s^ Z 0+00 1+00 2+00 2+84 Q J SSMH5-PROFILE Profile fial pipeoentenine. SCALE:HoaV�20' o CL Structures are per alignments named. (2:1)Vert F"10' — O ::D a O t� Lu W J NJ P 3 W 3 O J U Q E W Qds a Q U 0� Lid C� CL C E CONSTRUCTION DRAWING APPROVALL2�234 CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PERPERTHSTITLE H BEFORE YOU DIG By:1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE: 08/26/202bi THIS APPROVAL VALID FOR I8 MONTHS n A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s I III �v a 11 a II1 t `o 0 0 `o `o 0 o o \ o 0 0 0 0 l T ac995 I ° A 1 Lot 12 u I A 111 V ui 1 III \ I A Z N I' m °I V IA III A �N Easee III \ \ O 00 O N Lot 11 I q I 7?a Fire Hydrant Ill, II III o \� Z >'P 1----d___________ _________________ ________ ________ _________ _________ —-----_______ ---------- ----------------- -------- nrmnf --- ------------ ------------ ---------------- ----------------- - ------- 25'Pavement / I O Private Dnve A,STA=10+59.43 10'Sewer 10'Sewer O II Private Alley,STA=21+60.31 1 T Easement s Pri ate Alley 8 r Easement II ~ �M Lot 10 ___55______ss SSP-1 _�_____ / o / 'I 00— / I � I u u ss z: a I I I I �Q I - - Z II Lot 9 / SSMH-4 48"-Ma ole I � � b `o o `o o _ o o i I o Lot 8 —122 o a lo'sewer Ease ¢ I I I N II 0 I III II _sA q-3 I I 48^ n o� SSP-2 n I Tract ----I 1 .•ER S FOST 35.9541f 122 122� II11 I� I bract 998 ° III T24 _ —y li s rlr-- -- nJnfl nrl 13367sf PRIVATE ALLEY SEWER(NORTH)PLAN o zo' 40' o Scale:1"=20' Fss oNA �G2 08/2512025 140 140 Private Alley 130 130 g�eo� Design Surface a} O om zzzz Existing Surface t----- J } f____ wuZ 0000� -------- ----- - 120 o w >>>>m 120 ____SSP-4 a U Q 265 LF 8"PVC`- 3 110 110 w SSMH-3 SSMH-4 48"Manhole Solid Lid 48'Manhole Solid Lid ,n -Pri t Alley 21+62.65 1-4.9 Ltl Pil 18+97.71 13. Rim=122.76 Rim-125.22 0 a Z IE 18"El in-115.59 IE 18"Wl oat=118.00 F W �N1 5.59 in=11 100 - - lOO •` o O J Q 1M - <i O Q uj W ZZ W 3 90 90 0+00 1+00 2+00 3+00 3+14 I�w Z SSMH 3-PROFILE Profile follow:pipe centerline. SCALE:Ho,r•=2o' _ Structures are per alignments named. 12:11 Vert F'10' ^O Q O IL O = H ¢ Qi 3 O Z W W JW J N Z 3 W 3 O d J U Q :2 W U Q a W E CONSTRUCTION DRAWING APPROVAL SHEEP CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PERPERTHSTITLE H C2Lr� at C24 BEFORE YOU DIG BY: o 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER 08/26/202b i DATE: THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s NOTES: - 1.MANHOLES TO BE CONSTRUCTED IN ACCORDMICE WTTII 7.FOR DEPTHS OVER 25'MANHOLE BASE SUB DESIGN t AASHTO M-199(ASTM C 478)UNLESS OTHERWISE SHOWN SHALL BE DESIGNED BY A STRUCTURAL ENGINEER. U a ON PUNS OR NOTED IN STANDARD SPECIFICATIONS. 8.ALL INTERIOR AND EXTERIOR JOINTS TO BE GROUTED U 2.AL REINFORCED CAST IN PLACE CONCRETE SHALL BE (SEE GROUT SPECIFICATIONS). GROUT TO BE 1/2" O W CLASS 4000.NON-REINFORCED CONCRETE IN CHAIN THICK THICK MINIMUM AND 3'EACH SIDE OF JOINT MINIMUM. Z(h AND SHELF SHALL BE CLASS 3000.NL PRECAST THEY MUST BE INSPECTED PRIOR TO BACKFlLL ++ N STAINLESS STEECLAMP 1 = K f< CONCRETE SHALL BE CLASS 40Dp. 9,CORE ORIWNG ONLY,HMIMERING KNOCKOUTS WILL i Q Cl IIYrr 3.PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS N�TBEARALLOWE�OOM�-N-SEAL FACTORY INSTAllEO O P N w 4.ALL BASE REINFORCING STEEL SHALL NAME A MINIMUM Q Q P FLE%ABLE / yI �z 6'GASNETEO 0 YIELD STRENGTH OF 60,000 P51 AND BE PLACED IN THE 10.MANHOLES 5'-7'DEEP MUST BE FLAT TOPS. N STAINLESS STEEL BOOT Il. CAR UPPER HALF Of THE BASE wITH t'MINIMUM CLFARAHCE. EXPANSION RING CAST IRON LOCKING / O RING AND COVER ONE SIZE URGER 5.CUTOUT HOLE 512E 6 '6 1-`O THAN PIPE DIAL EQUAL TO PIPE OUTER •_18• Q O 10' 5- DDIAMH ER PLUS t LABELED'SEWER" U L 'o CUSS 4000 OE WALL RING MID COVER ~O CONCRETE 30'SQ PAVED r I 2= PIPIEKSIZEES 15 2'FOR SEE SS__ NDC C M SIDEWALK FINISH GRADE 12' SURFACE L-f� L// MANHOLE.t \ I� 4584_MANHOLE 24'FOR TADJUSIIIENT SECTION •n° 3 UNPAVED AREAS NIMUM DI9 ANCE m Go BETWEEN HOLES IS INSIDE RED ON THE z v INSIDE OF THE z MAN DW X 6'TEE Y2 MECHANICAL END MAIIHOL£). -PRECAST CONE (SEE NOTE 1 OF PIPE PLUG. 44 ' WITH FLG. (ECCENTRIC UNLESS / 5 2 OR O3 - CHERNE TYPE B.DANHOLL SINE OTHERWISE SPECIFIED) J / D D DEPENDS 0 SIZES, u GROUT LOCATION AND POLYPROPYLENE 6'SIDE SEWER STUB FOR NUMBERS W4HOLE A - MIN 1S SLOPE - WYE DESIGN AND SIZE STEPS PER SS-O50 Q (SEE NOTE 2) SHML RAND SIZE D 18"""�" W A!D WARRANTED BY SEE NOTE 6 O - - THE MANHO`E _ SUPPLIER. I PRECAST RISER p O 6'TEST TEE WITH PLUG o SECDONS "{iii� 0 ° 4 (REQUIRED IF THE SEWER MAN IS EXISTING SEE NOTE 5) TIGHT PLUG ALTER PAVED AREAS z OF IAA%.HOLE SIZE IS 12' R 711 Z A SEWER MAIN FFOR54"•IMNHOLE.(SEE GROUT SEE SS-_ p 12' NOTES 5 R 6 ABOVE) SLOPE-1/2'M(TP) < 20' CONSTRUCT CHANNEL AND E SHELF TO THE CROWN OF THE ' %PE 12"CAST IRON LOCKING RING AND COVER REINFORCING STEEL(FOR PRECAST R$,FO NOTES: OLYMPIC M1025 OR APPROVED EQUAL /Ff D BASE W H IN EGPAL RISER)0.15 50 J E TwggH cT�� IN EACH DIRECTION FOR 48" 1 MORTAR FILLET - DIM,0.19 SO IN/ IN EACH DIRECTION FOR 54'OIA. - 1. AT THE CONNECTION TO THE SEWER MAIN A MAIN DW X 6'TEE IS REQUIRED FOR NEW SEWER MANS NOTES: AND A ROMAC TAPPING TEE OR CORE DRILLED INSERT-A-TEE REWIRED FOR AN EMEND SEWER MAIN. PRECAST WE WITH INTEGRAL RISER O /Y}CC -- CRUSHED SURFACING BASE COURSE j PVC SIDE SEWER.FOR REMAINDER OF PVC SERVICE SEE SS-090. 2. 2.4 PRESSURE TREATED MARKER POST SHALL BE PAINTED WHITE WITH BLACK LETTERS'SEWER LOT NOT ES: 4g"DM.-g" 6"MIN.DEPTH COMPACTED TO MIN. 1. CLEAN-OUT PIPE AND FITTINGS SHALL BE THE SAME MATERIAL AS THE SEWER MAIN. -O2 ROMAC STYLE CB TAPPING SADDLE OR APPROVED EQUAL ON ALL PIPE. INVERT DEPTH' S4"DN �g I.,_0 95JL OF STANDARD DENSITY "�F.f RcsTe6�G� 'P 3. . SIONAL EN Oj CORE-DRILLING WITH INSERT-A-TEE MAY ALSO BE USED ON ALL PIPE. 12 GAUGE WIRE SHALL BE CONNECTED TO PIPE AT INVERT AND WRAPPED AROUND MARKER POST 2. A SANITARY TEE,SWEEP,OR STRAIGHT TEE IS NOT ACCEPTABLE. SEPARATE CASE N PLACE B45E 4. DETECTOR TAPE REQUIRED FROM SEWER MAN TO MARKER POST. OR SEPAJMTE PREGASi BASE 08125/2025 ®CORE DRILL EXISTING MANUNE PIPE PER MFG'S SPECIFICATIONS. 3. SEWER STUB WILL BE EXTENDED BEYOND PROPERTY LINE AND 5'BEYOND UTILITY EASEMENTS TO REINFORCING STEEL(FOR SEPARATE BASE ONLY) 5. TEST TEE SHALL INSTALLED AT THE SEWER MAIN WHEN A SIDE SEMEN IS CONNECTED TO AN PREVENT DAMAGE TO CLEAN-OUT AN AND MINIMIZE CONFLICTS WITH OTHER UTILITIES WHEN SERVICE TO 0.23 SO IN/FT IN EACH DI O 35'MIN.45'MAX. E%ISTING SEWER M MAN. BUILDING IS ACCOMPLISHED. D.30 SO INM IN EACH DIRECTION FOR 48'DM RECITON FOR 5a'DW y G aAs DITPARTY6NT OF PUBW IIORX9 STANDARD DETAIL ♦'T V O 01W D�ARTYHlI OF PUBTJL 1I083 R O aU" DBPARTYINT OF PUBLC 1roRX9 ty WL4 D�ARTYHlI N PUBTJL 1I083 1 _ _ STANDARD DETAIL ♦ _ STANDARD DETAIL ♦ O STANOAED DETAIL p Q RnlmW STANDARD DETAIL NUMBER o '• Wnln� STANDARD DETAIL NUMBER Q RnImW STANDARD DETAIL NUMBER Q ° Wnly STANDARD DETAIL NUMBER h �®o! NEW SERVICE ON EXISTING MAIN SS-100 ''�! v SIDE SEWER STUB SS-090 v�®o! SEWER CLEANOUT SS-080 F�! MANHOLE TYPE I 53-OlU LFppt CING'� CCNG'L CING'L C O U Qa�� JOrn ZZZZ J "u3w> 5 STALL MVO HYDRANT REGARD STD.DUTY LOCK O u ED ED w>>><' INSTALLED PLUMB.SEE REQUIRED IN RURAL OR ISOLATED a U W.it Q NOTE 1 LOCATIONS 6 REQUIRED BY CITY g ENGINEER TABLE 1.1 CARRIER CASING PIPE CONNECTION TYPE SEE NOTE 4 4-1/2'PUMPER PIPE TYPE DIRECT TAP SADDLE 3 PIPE PORT,SEE NOTES h PLASTIC % 5 TRIP HOLE BREAKAWAY BOLTS VALVE BOX PER AC X w AND BREAKAWAY 3' STD PLAN W-190 DI• X % � Yn w OPERATING ROD SEE NOTE 9 COUPLING •DI PIPE TO BE CL 52 OR GREATER 5 3 O Z GUARD POST CONCRETE PAD 2 AND 8'OR LARGER. 7 - SEE"AND,IRD Q= SPACERS-CALPICO BRAND OR DETML N0.W-020 - PUCE END SPACER EQUAL MIN.8"WIDE 36' '- O MAX.OF 1'FROM CARRIER PIPE SHALL BE CENTERED CONCRETE PAD FLANGED TEE OR END OF CASING IN PIPE CASING SEE NOTE 6 LENGTH VARIES(24'MIN) TAPPING TEE(FL) Q m (� MP') MEGA LUG RETANER 4 jl n - J_ END SEAL 12'MAXIMUM 'a _ W <i BETWEEN SPACERS 24" GVJJDS EH44�106 Q ' END SEA_ O f•. ® \ SEE NOTE 10 OI - W O w CARRIER PIPE -11I-- I.. / 2 CO t Z _ _ I SHACKLE RODS 0 ® 224 C 4T O LL MIN. SEE NOTE 8 10' "FIELD LOK"GASKET CASING DO NOT FILL VOID 24 _ •'I°°� EARTH UNDISTREED CONC6BLOCK 6"CEMENT LINED DIP 6'RESIUE T SEAT GATE } _ ^'^ L.L.I EACH JOINT TYP. VALVE(FLKMJ),MUELLER,MH I Cn CASING SPACERS SHOULD BE GUARD POST ° 1/2 CY W/MJ RESTRAINED JOINT OR APPROVED EQUAL ^O SPACED A MAXIMUM OF ONE FOOT I 36•• 9 �1,,3%'Imo` WASHED ROCK SEE NOTE 7 O 0' FROM EACH SIDE OF JOINT SEE NOTE 1 1_1/2'MINUS NOTES: o w 1. HYDRANTS AND ALL MATERIALS SHALL CONFORM TO AWWA STANDARDS AND SHALL BE OF STANDARD NOTES AND MATERIALS: E_ W MANUFACTURE(M&H 929 RELIANT OR MUELLER SUPER CENTURION 250 ONLY). Q Q ELEVATION PLAN 2. THE CENTER OF THE HYDRANT SHALL BE 3'FROM FACE OF CURB.IF THERE IS NO CURB.THE CENTER OF Q ;.-,CC SERVICE SADDLE W/DOUBLE STAJNLESS STEEL STRAP OR DIRECT TAP CC THREAD CORP SEE TABLE CARRIER PIPE DIAMETER 4" 6' 8" 10" 12" HYDRANT SHALL BE 3'FROM RIGHT-OF-WAY AND A MINIMUM OF 5'FROM TRAVELED LANE. ABOVE. a - CASING DIAMETER(MJ/MEGALUG 14" 16" 18" 20" 22"' ROADWA 3. ONE 5"TO PUMPER PORT W/N.S.T.AND STORZ ADAPTER ASSEMBLY.PUMPER PORT TO BE FACING Q 1"BALL VALVE CORPORATE STOP CC%COMPRESSION WffH KEY FACING UP,MUELLER OR FORD ONLY. Z STREET OR ROADWAY FOR THE FIRE ENGINE ACCESS. JOINT CARRIER PIPE) O v Q} 1'HOPE AUG C TIED PP HIGH SERVICE PIPE(200 AR RATING)WITH STAINLESS STEEL STIFFENER,HAD STEEL CASING THICKNESS 0.25" 0.25" 0.25" 0.25' 0.25" 4. TWO 2-1/2"HOSE PORTS W/N.S.T.AND 1-7/4"OPERATING NUTS. 10 GAUGE COATED COPPER TRACER WIRE WRAPPED AROUND THE PIPE AND ATTACHED ON BOTH ENDS. � 5. PROVIDE GUARD POSTS FOR VEHICULAR TRAFFIC PROTECTION IF REQUIRED BY CITY ENGINEER PER STD. © FOR 5/8'X3/4'METER,A 1'COMPRESSION ANGLE METER BALL VALVE K 5/8'METER IS REQUIRED. FOR J 0 SPACER BAND WIDTH 8" 8" 8' 8' 8' DETAIL W-030. 1'METER,A 1"COMPRESSION ANGLE METER BALL VALVE K 1'METER IS REQUIRED.BALL VALVES ARE J 7- LOCKABLE. ° •USE 24"DUCTILE IRON PIPE 6. INSTALL 3'K3'K4"CONCRETE PAD(3000 PSI)AROUND HYDRANT IN UNPAVED AREAS INCLUDING PLANTER < J 3 STRIPS.COMPLETELY SURROUND HYDRANT W/FULL DEPTH OF CONCRETE PAD WITH 1/4"JOINT MATERIAL Q5 METER SHALL BE INSTALLED R✓CITY UTIUTIES DIVISION AT OWNER'S EXPENSE. 3 BEFORE PLACING CONCRETE. QQ o © METER BOX SHALL BE MIDSTATES PUSTCS 1324-12 W/SOUD DI LID WITH 1 3/4-HOLE FOR TOUCH LL 7. HYDRANT RUN TO BE 6"CEMENT UNED DUCTILE IRON PIPE CUSS 52 WITH RESTRAINED JOINTS(MEGALUG READ PAD(TRIP). U Agree NOTES: OR APPROVED EQUAL).HYDRANT RUN LONGER THAN 50 FEET SHALL BE 8"DIA.OR LARGER. o NOTES: 8. y"GALV.SHACKLE RODS WITH TIE EYE BOLTS AT BOTH ENDS REQUIRED FROM VALVE TO HYDRANT. O] 5/8•x 3/4•METERS REQUIRE A 3/4•ANGLE METER CHECK COUPLING x 5/8•METER WITH A 3/4•MIPT - o O 1. ANY VARIATION TO THIS DETAIL SHALL BE REVIEWED AND APPROVED BY CITY ENGINEER, 1. GUARD POSTS SHALL BE 8'LONG,6'DIAMETER,CONCRETE FILLED CUSS 52 D.I.PIPE OR 1'COMPRESSION ADAPTER.1'METER REQUIRES A 1'ANGLE METER CHECK COUPLING X 1'METER. Q r 8'LONG 8'DIAMETER REINFORCED CONCRETE PANTED WITH TWO COATS OF HIGH GLOSS U 9. FIRE HYDRANTS SHALL BE PANTED WITH TWO COATS OF HIGH GLOSS EQUIPMENT YELLOW"RUST-OLEUM" 2. CASING SHALL BE SEALED AT BOTH ENDS. CATERPILLAR YELLOW(RUST-OLEUM)TYPE PANE. O 1"COMPRESSION X FIPT ADAPTER WITH 1'PLASTIC PLUG. TYPE PAINT. U 3. PIPE CASINGS SHALL EXTEND 6 FEET BEYOND THE EDGE OF PAVEMENT.IF THE RIGHT-OF-WAY ID EXTEND SERVICE PIPE 10'BEYOND PROPERTY LINE AND AN ADDITIONAL 5'BEYOND EASEMENT UNE. k4' IS NOT OWNED BY CITY OF ARLINGTON.PIPE CASING SHALL EXTEND 6 FEET BEYOND 2. TOP OF GUARD POST SHALL BE LEVEL WITH TOP OF OPERATING NUT. 10,INSTALL 24'K24"X4"CONCRETE PAD(3000 PSI)AROUND VALVE BOX AND 48"v48"v4'FOR MULTIPLE VALVE T 1. RIGHT-OF-WAY. BOXES IN UNPAVED AREA ® METER LENGTH BLANK SEUB. a UJIN-i DBPARPIeNT OP PUBLIC y0RX9 STANDARD DETAILSTANDARD DETAILSD OF PUBLIC yORX3 q Ww DBPAAiYWiT OF PUBLC WORKS NUMBERTy Ww DHPAR(YWIS OP I-STANDARD DETAIL ♦ STANDARD DETAIL ♦ O STANDARD DETAIL STANDARD DETAILS NUMBER STANDARD DETAILS NUMBER wD Q '• WnIA� STANDARD DETAILS NUMBER FIRE HYDRANT ASSEMBLY w-0 1 WATER LINE CASING DETAIL W-230 ®r WNNW FIRE HYDRANT GUARD POST W-030 ®! MANY {�'-()¢0 �CCNGRO 'PC7N G♦O 4CINc'T� RESIDENTIAL.WATER SERVICE E CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED rT j /� BUSINESS DAYS PER THE S TITLE H CLJ o1 C24 BEFORE YOU DIG BY. 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE: 08/26/2o25 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 s ---_',-------------- - --------- --------------------- ------ --`------------------------- ---------------- ----- y _�'�� g ��T/ Cl) State Route 9 `c`a I1— c v ti J o "N - Z a)Qa ------ ------- -- i-===== ___ -��-------_�- - - __ ��\ Q -- - ---- ----- �1 - -- ----128 ---L-1---- _ _ > _->__ -- -- ------ E - -------- ---------------- -- --_ _____ _1726--------------------------------------------- _ ---------------- —— ------------------------------------------------------------------- \ / = � W o..... Access la JR 9iethicledham fnr/ � / / � \ / boundary olPrnPedY by dacumenl ------------------- \ - 00 Toe oJJ/ape / J \\ I \ eco/ded undefA FN 11J0278 \ \ Q M x-i --- oto wd&1al" [B.-Man r z s€��^ a IIIee i \ Mo9 J2 9 3 Lot 26 Ex. S Ex.3t i 0 nL -\ \ ` j I I - �E. - J1/7,JE!/✓Jecaon 11 sub/ec/ \ Fg1N� F R .. 0 s Jo PUD.fafeTeni/ecaded 1 / Ik 0 W a CB-Type-I See separate water design plans o \ under A.FN 1157911.U able Conl -/ W for north extension of 12'HDPE V A 1A 11 ---- 1 I I: Lo137 a ! /o eoddocomenh.rlwwn on #3j jD1/1a19/V / i-\ I I ry Lot 25 Lot 48 3 B(AA.FK 10IdD11TJCCN 3 water main creek crossing from lee. \ \ \I \ i I I' I ;I Lot 60 I I � _ L9 I:LL.t:2 24 I� :. - 10'JInPE'eLot I Lot 36 I' Lot 47� 3 Lo135 l LOT 46o/oncnrsn9H ymcolPdc � coy \ \ � I n, a Lot 58 & I �I, I h II E 2!'Acceu Lot 22 I-... I Lot 34 Lo}45 Ease/nen bydocumeN ededbrOCa s of eeca,e°�� / recordeo`nderA.FN. o e3ou7h.6D o/lhe, 1 J ; Lot 57 � ^ Z 1 I 1 p t EDo/lheE ITB®011heJ I` SS/ONAI E� See Elechcal Des Plans 1DT7C��751 �, er I) I I �8/25/Z�ZS by others for secondary dry AF 1/74B34 3 \ I 111 -- 'i� r I I of l ly c-st-ton and - I /� -- li Lot 33 II A 1/V A I I I� / li �I _ /Lai 21 I, I - Lot 44 1 II Lot 5 location.An rate lines T 89 s / onto 12r-- Iit 1 _ r Pn are• 66,890 s�f/ /` J Al serf / 9 . / I Lot 20 Lot 43 Lot 55 I'. I. i,•. 7s1B1o4 AN mJ�NE �� of 32 6 I a V ^ e"lAtine-A98723 1 1 I C6-12 I _J 9702 rope-1 Bubble UP 31 Lot 42 IIv•-� •/ / �ivMv Lot 19 Lot li II' Ldt 54 m z z z z I� I I I 31 I� .L. \ L °O,W 3�o Vi V5 N =�/ Lot41 �I llot53 auo �o Ia Lot 18 I 1 L - , I 1 -122.- .1 A Lot 29 Lot 40 I I - ^I _ Er e P oesmao lI - V l I -1�_- 1 `( Lot 17 �u Lot s2 - > dOlS o A�euE semen/ I',1 emen/sby cumen/recadedund r 401o4D7 I / A.F.N 101705.7Lb7J1 I LL! F' Lot 28 Loi 39 1 Lot 51 �i "�- \ I 0 Lot 16 SDSP-11 r P 1 oo I 12°-standpipe II, Q / Y O �l A II II II ��1 Lot 2 a, tst r�--- rPel�pe _ _L�y _ 3 � ot\50 --- -—�- <t I' Lot 15 az PUD�a°�s38i L �� - - T `o G c -e olearanoe -- �z soleosa yr Q Tce ONOP, 7 o �= - f`x ID'Jloim 'nays sbmcen .\ a O � z \ / ire See PUD Plans for dry utility ^ LD! Qd construction and location. 1s' II Lot l4 1 1 Lot 49 2^ �V I �aemen/ \ / Janson Boxes and candarl I �� Q z 1 1 to 110 I x I , 357 A / Ines are approximate'( rap of j �` yrp f ----- -- a / ni e,S =00 89.0 - _ V rA PN 1 \ Jape m 6110 3 lam 3 ;t ad/ 0 r Dnv A,ST 9+0.2 eJew E e E do x z \\\\ I) /( I i 1 - - _ .95 ___ �y 6-L�t•(� - -__-_ �I � I Ct10n un D 0 .b _____ ___-_ r Z va 5+> UQ.UQ 0 y 29,979 sf r uu Q $TA=8+ / j �^ = J CL Interse •on SSMH-3 1 14 Intersection ss H-s / /� a I >1a r�, / li °� o j it Private rive A, TA=10+5.43 4a"-Mann le I be^ annals Pri ate Drive A,STA=+91.08 / �tit: / ^I ( I \ I e .::;`'o See PUD Plans for dry utility r \ /.. II �I I I Priva eAlley, TA=21+0.31 I 1'" Pr vale Alley,STA=1 +Op,00 ,l constm,t on and Iocaton (/r - a �� I , JunclonBP.. ndcondut�.k� a area to 1 o 1 0 �� T- - - tl-s��- � I <�.' o 0 0 `o `o o `o o `o ` LL T aL6 ��>_>- a � to III SIN SS 22 --- -- --� CL ---�- T -- -- if - 120 120 r, ss - - S"--r�--r-"� OAI me is A�F�i s s /r :�- - -aa �- `.uYrxs,� - - �� -- ��{ g 8 a dcu Ire�aed g cesrPreerdedId Y C 3 U F/ '� Ex3 ��('essE tq i a 6dqeRO Detllcafion underA.PN 10170U]R9751 10710YI,bf005 " Q est Aisl __-_ "-f ___ - - ° I 1 Y V / I T 2 120 120 l --------17m ---- TPn�J/opp-�o-==,� i�\V; = o . v^ v Intersection Ex 9d'sonnarysewer1- 1 -_ 1 E ao'mg E u osn Do e aDD IperA.PN 9110010458 � ,y¢,I .u�g�f gaQda_ __ N.FIir-a9»aaus____fntranWest ee;-STA=200100 00 ._le,STA=4+99.92Moe alPope nes,Nc __-__ A A� r / ,I L I ) A ( I 1 c my aaimes 11e1 ecro dander - - elsaaa 9a�z3--- re d d de 1az a l �_ \i Y :a�Y cyoaomgprre edund r A A WA West Aisle,STPte---3+e05 95 <I 1� •. Ex 30' E O lOmnm �� ROO --' /---\ 1310STypg3-.2_10 I \ / / /\ \`/ �� I I Private Shared Drive,STA=30+00.00 W /� I lyd✓hrLnnNn��c 1 A n -y20 niloa ruA 98n3 i/ 1\ / r \ 3, �Lry S 0 30' 60' COMPOSITE UTILITY PLAN Scale:I"=30' E CONSTRUCTION DRAWING APPROVAL SHEET THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED CALL AT LEAST 2 PERTHH S�TITLE H . C24 of C24 BUSINESS DAYS By; 22x34 BEFORE YOU DIG DEVELOPMENT SERVICES MANAGER < 1-800-424-5555 DATE: 08/26/2025 PWD#3985 THIS APPROVAL VALID FOR 18 MONTHS