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Home My WebLink AboutApproved Fire Plans LEGEND A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s PROJECT BOUNDARY S - --- ZONING LINE EXISnNGeU/[D/NG W PROPOSED R/W LINE PROPOSED PAVED AREA 'a - - - - EXlsnrvGR/WUNE AQUIFER RECHARGE/ z)11hPI Nf, 3 u 1/4 SECTION LINE PROPOSED SIDEWALK WELL HEAD PROTECTION SLOPE ANALYSIS LAND DISTURBING AREA SITE AREA ANALYSIS LL EXIS77NG PARCEL LIVE Slopes vary across the site.Slopes typical) from flatto n: O Z C0 ACTIVE OPEN SPACE Low,Over 100 y range Total Site Area 190,958 sf(4.38 ac) Project Site Area 147,330 sf (3.38 ac) W. anon St.^ '`Q rJ 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 Access Tract 56,939 sf (1.31 ac) - E (- N CNO Land Disturbing Activity ° -L-JI`T_II O D� lT -'-'-'-'-'-'-'-- EX/SANG M VEMEN7 EXIS7/NGPOWERPOZE Norma Loom; There are no indications of unstable slopes on the site. Conceptual Area of 146,070 sf(3.35 do) Area in Unit Lots 70,164 sf (1.61 ac) W.Jensen St. PROPOSED CONTOUR MAJOR X EXIS77MGFENCE Hydrologic Soil Group:B/D Disturbance z N Q P Area in Open Space Compact Fill Area}0 95%Modified Proctor Slope analysis based on T.I.N.triangle p f the LiDAR surface: 20,226 sf (0.46 ac) +� Q N PROPOSED CONTOUR MINOR geso slopes Tracts ° o Site Grading v, 77 ------- EX59NG CONTOUR MAJOR Total 147,330 sf (3.38 ac) ------- EXISTING CONTOUR MINOR • DESIGN SANITARY SEWER CLEAN-OUT Range Areas90,958fl Percent Cut 0 cy o /n. 0%-15% 190,958 sf 1 W.W% Fill 8,989 cy C)O CLEARING LIMIT EXlS➢NGHYORAM IMPERVIOUS AREAS r' o W `pT'o IS%-20% 0st 0.00% ^~ SITE c') 55 PROPOSED SEWERLINE B ® DESIGN/EXISTING WATER METER 20%-25% Osf 0.00% New Pavement Area 41,697 sf (0.96 ac) b � � w PROPOSED WATERLINE ■ ❑ DESIGN/EXISTING TYPE 1 CATCH BASIN 25%-33% Osf 0.00% (14 33%-40% Osf 0.00% New Driveway Area Osf (0.00 ac) a;m OD Q so PROPOSEDRZINE INE DESIGN TYPE 2 STORM MANHOLE 40%+ Osf 0.00% New Roof Area 51,756 sf (1.19 act 2041h St.N.E. - ss---ss- EX/S7/NG SEWERL/NE O Total= 190,958 sf 100.00% --w---w---w-- EXIS71NG WATERL/NE • DESIGN YARD DRAIN CLEAN-OUT New Sidewalk Area 10,067 sf (0.23 ac) 2 --So---So-- FX/SHNGSTORMUNE (2.376 �a ' Total Impervious Area 103,520 sf ad) a \ £o VEGETATIVE ANALYSIS \ J EXISTING 14 s ' /\--J\r-= -\ [4 e rc l� \v ^✓) - / /"_ 1//s`^ -.r -- L I j Pasture 129.814sf (2.98 ac) 88.11% o Vi 3 ---- �"!=-_�1ro \\ Existing Pavement 17,516 sf (0.40 ac) 11.89% 'p 6! -_-__-------126- �� --_ ------- \P --_---------) -_ - -- y-�_ \6\ Lana Area: a3s 5 1 z974 VICINITY SCALE z000 / B /\ r PROPOSED _ Q V xr O ------ - __ scared 10 f (1.0 ac) % AP F 3 -- LEGAL DESCRIPTION -------- --------- Ex,75'ROW 'J /l �� -1� ` I Building&Pavement Areas 93,453 sf (2.15 ac) 63.43% G Q ---_ __-- / \ ( TRACTS A AND B CITY OF E RRECOR I BOUNDARY LINE 0221ADJUSTMENT006,Ai z $ State Route 9 - / f Sidewalk Areas 7 s 3 6.83% - ,AND - �- -------------------� Total 1 ,330 s ( 8 ) 100.00% F 1006 f 0.2 ac 1 58 RE RDED UNDER RECORDING NUMBER O1 150 b �' I A$REVISED BY AFFIDAVIT OF CORRECTION RECORDED UNDER J '-• 4] f 3.3 ac RECORDING NUMBERS 201404150636 AND 201411050281,RECORDS O � SNOHOMISH COUNTY,WASHINGTON,BEING A PORTION OF THE ------- 6------------- - -8 --+T_ ERT4-FN NOTE P31 $QOUTHEAS QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST __ __y 1 EAST OF THE W.M.,IN$NOHOMISH COUNTY, NOTE:The extellsjonofiMe-___________ __ _ - may' \� --�N �^ i- WA HINT N, MIXED USE VILLAGE CENT O __ _ = (AMC 20.110.014(c)(3)) NORTH,RANGE STHE SOUTHEAST QUARTER OF SECTION II,TOWNH T�? wafer lire -ffQm the Tee ---- ---__ _ `�--=��'->--_�s_�,_L,_,_,_,_ -'- - ER S.FOS 1 . BUILDING SETBACK NON E%CLUSIVE EASEMENT FOR ACCESS AS MORE PARTICULARLY SET IS IndepOnCJep}Ond effntirey- Ice,°fS/ad, ------- ------- - '- _ _ ,_ Density:Dwelling units/acre 15 du/acre FORTH IN THAT DOCUMENT ENTITLED'RECIPROCAL ACCESS EASEMENT' \ / Access 0S.R.9,e N hed fiomi765I-----___ - _------ ]--� s '- _-0--- J� -- /301- Maximum Building Height 3 stories RECORDED JUNE 20,2017 UNDER RECORDING NUMBER 2017MOO752 - separate from}heViarmony f \ boundayoto perry byd°men/ -- --- �� -�'- ->- �,_ _ \II b'High Pressure�aslJTalrt.------___ ------ _at Aflin } h¢IVIIReimfll.2a N ry -----___ -'\_ Minimum Front trre t Setback 0 it > � recoo'ed vnde,A.f.N 114027E SITUATE IN THE CITY OF ARLINGTON,COUNTY OF$NOHOMISH,STATE OF O �' No- Contractor shall coordinate with ---------____�___---_--_ -- - Er 7�'RD1Y-- / Minimum Side Street Setback 0 ft 'Pea¢TcaEa 2 __�-- _ _-- - WASHINGTON. a Tom". n Cascade Na Gas before \ / -- iya - r` )3p \ Minimum Main Building 'de Setback 0 1 Fss/pNALtcy� tuna T SI e} f -� construction 6'Board Fence along L Tbe°!mope \ --12 Minimum Accessory Building Side Setback 0 It -i/ 6 - �� - DATUM&BENCHMARK / - _ __- 124 L4 East Property Line le Red striping with stenciled red \ \ 0810712025 levers,"No Parkin Fire Lane"(typj \ / PARKING SETBACK 9 NAND 88 NGVD 29=NAND 88-3.72) �kP iedED/Mry rip 11 _ \ \ /i Front Setback 40 ff from ROW I EOSeryenl djo llo;,e-I 1_26 - _ - - - -- \ Side Street Setback min 6 ft,max 10 ft -TT'eSi9.9� BENCHMARK: \ \\� s ✓ / I I Side Setback 0 ff 1 SNO.AS CONTROL PUNCH 9 \ \TG. S.R.9 •o r I: \ o g _ y I o �s� \ 1 Rear Setback 5 ff TOP 3"BRASS DISK WITH PUNCH MARK IN CASE, L1i \ \\5t sv / / I f-2 DOWN 126IN TURN LONE CENTER 204TH ST.NE.,ISO FEET WESTOFS.R.9. \ veL-,■AG�i.as04eare719-�_, I I LOt26 -- _ _ f Y I - 7,11 / ELEV.=126.92J IM I __ _114-. IM BASIS OF BEARINGS:�IYII J ire ROTATED TO THE SOUTH LINE OF THE SOUTHWEST QUARTER IN$plil-Roll I I O 25 - - �M 1 r - 88-37 33 W PER SNOHOMISH COUNTY CONTROL HOLDING FOUNDI I L } v' / MONUMENTS Fence / P ISW,,SE 7/4Secdon/I subec! `i . d \ SURVEY NOTES, " de,AFN 1157911,Un-able - \ Ee Ex, t )L \ UI II I °n Boundary Line Table 1. Boundary andutlres are per NCs surveying,LLC Survey has beenw) e �. j Lot 36 I Yoreaddumenr,snnn-rr 1 RQ' R9 mousearia rotated to stare Nane Coate nate56ysopndi�I(\ SS 9 \ 1 /i a L°t 47I41 B[AAf.N 27140221.fb76 0 fi Eh °- I 1 -/ ` g 2, ExistingDs onrours are Snohomish Count Lldar Consortium. w u O O O O :�2 f & I 1 Lot 35 .. Lot 46 I v d Lot 58 3 N 94ol�crose J\ l bn\ 33"W Per y O w >>>>m Lo134 �,,., / Line# Len }h DirectionU 3 w,n,n�n _ r I I Lot 23 1 •\ 1-. I\\\ &\i J / / 1 /I V I i 1 l 1 Ll 40.03 N86°37 North County RFA Q e JTTFBENC' AFK L] 372.40 NOY 42 1 T E p nvrnovco 1 , 128 I I I Lot22 I ._•'• a I j s o cp na ❑.PPnnw°sn°rine�,En I 1 / 11 25'Pavement Lo}45 I a I Lot 57 \�\" 4' /° / ° u o Foremen byd men/ ` 2J19 201 i21 I 9M SA: E aaceac xnn acaria.n I I II L3 391 93 S83°25 44 � L'e\ ' I I /I I I I ndwA.FN Ora, I a 311.05 S03 22 31 W 1.7' ddd6J�rrr W s LS 111,12 N88°37 33 W Lot j �I I 70/7oG�t7757 Net Sou/lr/30 of me Y �oA - / !lhe Easl l8 fl I �i 2 Lot 56 TractC 5 dgtlbyQC. d r Y.4 L6 275.23 S03°4217W °.w.._..-� ( I I I I o�'/d e` / I I( Fre v �- I• / 66,890sf A.Ey.7/7✓Bs4 - ire N z / LOt 20 1 12^ A - +.• I I lot V 97.30 NO3°42l7F O \ I1 �I m� 41 1 Lot 32 2 - I / / Bartell Dru s I ( fw m n /`)I i\ I I I /a=1NI I r I LOt 43 I J1,� I• 8 g LS 322.36 S88°37 33"E 'r++u wre,,..� Q i _Lot 55 �Y / 310511tn3a41-tp ! l �-. h f RRAmnglsn,IIC t�� •�; ^ L9 4.a2 sos°2s ar'w PROJECT INFORMATION .� If 7413204M St NE Tax Parcel Numbers 310511-003 040.00,310611-004-007-00 O L. / Arlington,WA 98223 •�' / / Il L10 30.21 584°33 19"E Total Area 190,958 sf 14.38 ac) Q m M Lo�54 / Exsrng Zoning CC-Commercal Corridor I ) Y I I LOt 18 1 i I / L71 28.60 NOS°26 34"E Existing Land Use Vacant -< Q i Lot 30 I g / (,'�,ya 1 // 1 - lu I I I --. Proposed Land Use MUI1 Famly Residential Townhouses Q q _ ;!I- 1 Lot 41 I II I I !/ / i l: I 1 / u2 z7A9 589°15 I4"E In 3 II �. I Lot 77 LO}29 i i 116 I Lbt 53 i 11 // l\-,\ L13 524.35 NO3°22 54'E N O I I II LOt40 I II ,�•:. / L) L14 10.01 S88°19'58"E LOCAL SERVICES O r- I Lot 16 I F - 1 'P valOe I �-- -�i �� 1 / Sewage Disposal: City Of Arington `p I I r 1 Lof 28 I I o iUO 1 L75 679.49 S03°22'31"W Water Dsir ct City Of Arlington Ri \II /I I p 11 I I Lot 39 i I' I E.30'Access Easemenhb Exlsfing FneHd nY l School Dsfi ct Arington Dstnct#16 ^w I -/ I�I 7 J I; I •- LOt)5 i I Ct 9 I I Lqt 51 --�13 Pavemyie 11 documenYrecaded vnd F�6 P,X slnon f/ La F re D strict: North County Regional Fire Authority = ,n LOt27 \ 67 I Su/ A.FN 2017063G9752 � ALA �en - '��/ 2 Post Office: S Arlington 0 `-'33 Electric Snohomsh PUD I E snn e'AFN h Sheet List Table Phone zply o Z L0138 I 1 9H�nY 2p�4020401 l Cable ZPIy Z Lot 14 I �� e Lot - Top-op, / _i__ .- Sheet Gas Cascade Natural Gas 1. Q Sheet Title I iz4 / q A v U'Jl br n�je EOSe - / Number a 00 ~11 ota9 1pe0fsb� / Comfirucron.C24 CONTACT PERSON SITE ADDRESS w I i I I ( - e II \ / FN 99/B0,?090Sn 1 l < rl H 35,954�Vafe VbVe � - r{� amD rn Fa m 1 / \ pq W LO/ l \ Cl C'vl Site Plan Merle Ash Land Technologies Inc Arlington,WA 98223 Ln i 17 204th Street NE Split-Rail e I I - - _ - - A t/IUQ e r ) 2 188203rd Ave NE ence I ryI/I --- _ _ +------=4_i L__-_ _L .271 S57 gY �124- 11 Topo! { / C2 ConsiructionNotes Arlington WA 98223 OWNER -� ° {{{ Sbpe I• a ( C3 Clearing&TESC Plan 360.652.9727 y.com 4Harmo 012148t at h St SE,Arlington #0 / mede@landtech�y.com Prop sed 1T +'!0'mde Ser'erbsemenl -- roc - ------ - I l� I C4 Grading Plan Mill creek,WA 98012 U �\ FireH dram tJy¢vmenlrecwded 3 _ U lrl ' ,rde,A;F,N 207Baao90sse / 29,979sf I 4i . . y \ rl 1 ii S C5 Grading Details J 'I/ `o ° o 'o `o - I e h +" I yYll'_ g• l�1 ENGINEER APPLICANT o R 'o N t y EX.10'sIaml Lka/no9e r a a°„_ -.1 o°J. p _ _ - _ l / t4 Cb Site Cross Sections-A,B&c Land Technologies,Inc. Harmony at Ad'ngton LLC. Q Pavement -rT��`=Oseme}11perA.F.N i_ it l 2n Tyler$.Foster,P E 4012146th$f$E,PMB#30 C 3 201B.ih3090S57 1 / \ C7 Site Cross Sections D,E&F 13,-Payment l- 18820 Sid Ave NE Mill Creek,WA 98012 Q - 122 _ 122 3 C8 FrontageImprovements Plan Arington,WA 98223 -- 0 Provemen 360.652.9727 tyler@landre<h-y<om CERTIFIED EROSION CONTROL u C9 West Asle Plan and Profile - dg r12a��a i I• SURVEYOR SPECIALIST - E - v122 - '- � I l r CIO Entrance and Private Drive All Plan and Profile o IenecBon� _ Sound Development Group,LLC. BYK Construction I/^ 1'- - J, - �_ -J ` -` -�' _- --- -si _ - L 4th Sr.1 5 =103+09701/ C1l Private Alley Plan and Profile STA 15+00 to 18+30 Jay Standish,PLS Anna Hackett,CESCL#I7ff3a77 V 1 I A L, _ A 0000 -111 Cleveland Aveca U /.I T- 1�'C-<_-__<- - _- - _ r N is - 98273 A98284 e �n s ss P O.Box 1705 .,702 Metcalf Sr,Suite A is----- ` 29 RO D d afion sn_ -� est 0+ C7p Private Alley Plan and Profile STA 18+301021+60.31 Suite 202 Setlro Wooley,W Q � _ ----- , r> m.l.g _ _ _ r Mr.Vernon,WA Anna l4BYI( w•" / / /- �, n ---- \� - 40'Access Tract cd� sme C73 Road Details 360.404.2010 AnnaH@BYKconsirucrion.com f / II I lE"'30 Sonil PIICO14 _ l Pe,BS / � \I p A.F.N.911 104E yptr E� RoadB Ex.30'/n�ss, -- - -------__ -120 -- _ - �__---- 0 C74 Srarmwater Marra ��_ _, a_ 010 deduntle Bement Overview Plan ___ _ �on� -)°nod8 U7!r/ierE emen/ --__- L --- _ '`- 45p-r- CITY OF REVIEW TON °ve,o ?0- 3/05/IIgJ-0,27,27 \<f ---- �, 1 T 1k �rB J C75 Srarmwater Management and Profiles C \ b d dedunder �perA.FNa9)f2�sss---- Mutt UJr nTer.[[c Fr.Is'cwam^ \ \`7 ��-F-=_-_- 1�-�L' •00 l �� f CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT C -�-uR _ \✓ 7415�pe r 1 5 R0 2Die93ca}if'n: \ O op of5/a s-Y� �� C16 Srarmwater Management Details A.;N� S9314-^ __ nxa/ded _* q e' Ex.30'Acce sr Eare°menls �\ N (^ THIS PLAN SHEET HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE P Er.lS'permanenlBz'cess _Ar/hglo2 WA 9B723 Ex.17'lemp conshuchbn easemenlper r-----I / byd umenl2corded S�J,,I �� C17 Water Plan WITH THE CITY OF ARLINGTON CODES AND ORDINANCES.CONFORMANCE OF THE 1 / \ / 1 / 1 menlperBSPrecr --�P dedund 2071071A,[gS I / untlerA.F.N 70170.53G59157 \ -vZS DESIGN WITH ALL APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE ROVV D�d,Cafio l �i�- ;� C78 Composite Utility Plan RESPONSIBILITY OF THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE `e Kun• Contractor shall maintain access to all Businesses 3sq.tt O N�'� $ APPEAR ON THIS SHEET.ACKNOWLEDGMENT OF CONSTRUCTION DRAWING REVIEW (Starbucks,Walgreens,Plumbing/Dow Company,etc.) ,pia C79 Sanitary Sewer Plan DOES NOT IMPLY CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRED a ARCHAEOLOGICAL RESOURCE DISCOVERY: AIRPORT PROTECTION DISTRICT--SUB-DISTRICT at all times or provide detour ` 8� 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, �" / m R C20 Entry 8 Private Drive Akle Sewer Plans and Profiles CALL AT LEAST 2 SS OF 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 R \ a:3'^ ACQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS AND/OR 'I 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 Archaeolo d Historic preservation DAHP p p y p p y p l\ SHEET ry. po gy on ment an I I Sub-districts A,B and C seeking a land Use Of building permit of Under taking BEFORE YOU DIG / /. / 1 m $ PROJECT APPROVAL jHPAj,WSDOE NOTICE OF INTENT(NOIj,ARMY CORPS OF B g B P B C22 Private Alley Sewer(North)Plan and Profile C 1 of C24 and all concerned tribes must be contracted for any issues involving Native substantial reconstruction shrill dedicate an avi dtion easement oust their < I I f // � ENGINEER$FILL PERMITS AND THE REQUIREMENTS OF THE ENDANGERED SPECIES ACT. American sit es.0 project activities expose human remains,either in the form property to the City of Arlington. 1-800-424-5555 0 40' By C23 City of Arlington Water&Sewer Details of burials or&plated bones or teeth,or other mortuary items,work in that area CIVIL SITE PLAN In addition,language shall be placed on the face of all residential subdivisions C24 Lighting Plan 8Y: DATE 22x34 must be stopped immediately.Local law enforcement,DAHP,and affected within the Airport Protection District notifying owners or possible affects from o - DEVELOPMENT SERVICES MANAGER tribes must be immediara Contacted.no additional excavation may be aviation activities. Cale:1=0' ` undertaken until a process has been agreed upon by these parties,and no The language of the easement and notice shall be as provided by the Airport,as THESE APPROVED CONSTRUCTION PLANS EXPIRE AFTER 18 MONTHS FROM THE DATE P W D#3985 i exposed human remains may be left unattended. approved by the City Attorney and recorded with Snohomish County. SHOWN ABOVE OR UPON EXPIRATION OF PRELIMINARY FIAT OR SITE PLAN APPROVAL. A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s s LEGEND W - i Boundary Line -------------- Existing Path Design Path Design Right-of-Way Line Design Building -w- Design Wafer Line Design Area of Disturbance O U Existing Right-of-Way Line Existing Building -w---w- 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 0 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 Existing Power Line Existing Road Centerline Tr Design Drainage Basin co Existing Power Symbol ,x. Road Drain Dispersion Site Benchmark ------- Design Swale Line - � T *-- Existing Telephone Line w/100'Flow Pafh < Existing Benchmark - Existing Ditch line Existing Telephone Symbol 1 i Design Edge of Asphalt Design Sanitary Sewer Line Existing Gas Line 0 Existing Edge of Asphalt --ss---:s- Existing Sanitary Sewer Line Existing Gas Symbol a = 0 T �3 NGPA signs = 0 Design Sidewalk � O Design/Existing Sanitary Sewer Manhole Existing Flow Path 'a F 3 Existing Sidewalk • O Design/Existing Sanitary Sewer Clean-out Existing Tree Drip Line p < 0 Design Driveway Line/Hatch ss Design Sanitary Side Sewer SJ a F ER S.FOS ADA CONSTRUCTION NOTES: WAS 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 the Washington State Department of Tmrsporfafion(WSDOT)Standard Specifications for road,bridge,and municipal constmction.A copy of these documents shall be or site during construction. 2. Maximum slopes shown on the plans represent the maximum allowable slopes permitted by current ada requirements.The B a Contractor shall take into consideration construction tolerances when placing sidewalks to insure maximum sloe are not responsibility o eoper/Contrac}or to obtain a grading permit,d hf-of-wa f,and atilt permits,from the ES a cure E G p g slopes 2. Iti,the solar brit of Dev p ypermi utility S/ONAI EN 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 0810712025 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 locations of the existing atilitie,how,in the plan,havebeen 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 Wendy 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 workwill be accomplished by representatives of the City cf Arington.it shall be the Contractors 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 Contractorshall 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 of city for,the existing french foundation is unsatisfactory, construction completion,the Contractorshall 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 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 to 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 priorto,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 Slap.,fee than 3:1 or with a maximum wafer depth ter than 3 feet shall been.1i O Z pon pass per 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. 6 Z 12. Bio-filtration swat.,and/or filter strips shall be conshucted,bedded or seeded and in operation pd.,to,or sodded in conjunction Q O with,asphalt paving.The vegetation in the bill-,wale 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 April 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 facilities are conshucted,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 c,ntracfo,,h,ll 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 provide adequate storage capacity,and shall be cleaned out entirely once the site is stabilized.If the permanent U a CONSTRUCTION SEQUENCE facrd is Itimmely function asanlnflitm n,y,tom.thefacilityshallnotbeuseda,atemporarysettlingpush. 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 stantlartls. protect.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 structures 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 cladding 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 shall,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 Bioretention systems may need to be plastic lined and protected until site is completely stabilized.Ensure bioretention soil CONSTRUCTION DRAWING APPROVAL SHEEP CALL AT LEAST 2 media dnd underlying layers meet minimum specifications.Vegetation shall be established and vigorous prior to introduction of stormwater to system,regardless of time of year. THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED C2 C2 A 19. Ensure that the permanent drainage system is complete and functional. PER THE CONDITIONS ON THE TITLE SHEET. of V BU$I N E$$DAY$ 20.Remove any temporary sediment controls when permanent drainage is complete and erosion measures are in place and 22xaa BEFORE YOU DIG functional.Add topsoil to planting areas.Plant areas in accordance with landscape and wetland mitigation plans. BY; 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 Arington approval. DATE: i THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s BMP'S(to be applied as appropriate) --- - - _ 1 - BMP's: C1o1 Preserving Natural Vegetation W a N ----_-__ - -I C102 Buffer Zones t ------ a C103 High Visibility Fence-____-__ Boundary Line Table e ty -------' _ _ _ C105 Stabilized Construction Exit i 1 C10] Stabilized Parking Area _------ Line# Length Direction C12o Temporary&Permanent Seeding u.i U ----- 101 Mulching --_-`-"--------- Ll 40.03 N88°37'33M1N Z CC122 Blankets Cl)23 C1 Plastic Covering MIA CVC n --��- C12 /C tin 5 Tarsailingomposg N Surface Roughening t2 372.40 NO3°42'I7'E O aD -'�--}- C130 P N T-_ - / L3 391.93 SaW 25'44'E C140 Dust Control 31 Gradient aces Z Q P -------__- _ 'T}\� //\��✓�_ \ C150 Materials on Hand _ IA 311.05 S03°22'31'W 1 3 -- —------_ _ _ State RO(�fe(J �, �� \ �-„�T� /- C 151 Concrete Handling 04 -----_ - - a C153 Material Delivery,Storage and Containment � `O -- -.Z y a_y y C160 Certified Erosion&Sediment Control Lead O O __________\ ------__- - > yyy - \ � L6 275.23 503°42'I T'W _ \ K-11 Conveys nce and Treahnent BMPs - ---------x --- _----- -- L7 97.30 NO3°42'I T'E COO nercePtor Dike and Swale �p (") ---726-- ---__------ -------- yyy Laity yiy LB 322.36 S88°37'33'E C203 Channel Lining _ _-aaaaaa> y> i C203 Water Bars Q -- ---- --728728-- __ '>-i>->->_yiyy 1 C204 Pi Slope Drains Q Access to SR 9retficled/rom Eotl -------- -- y a a y a - Pe Pe \ n N boundaryalpope/y bydocumen/ ED - _ 26-_-_ ------ __ 7 Check an \a \-b �15F 128-�\\ \\1 --/? /\2A reu' edund�wAF.N I/40278 __--------- ----------� ill 28.60 NOS°26'34 E Cp3 Triangular Slit Dike -126-- __ Spreader utlet tection in 49 Sit ence L12 27.49 $89°15'14 S ✓\I�\ _ —�- ___a___ \\ L4 --------------- --- - --- - -`_ L73 27.49 NO3°22'S41E C234 Sed ettated Strip Protection ent Ll$- \ \\\ ry\ oeerbn Pnthhg/he by0O0-vvd um9en/ I --j II M N M --- --- L74 10.01 S88°19'38' C235 Straw Wattles�P J s / - _ / _ -__p___ _ E ap __ "' \M-- - -- -_ ----- -- - a --- LIS o �,,�4V' L\ " \\` \--126----J I 0 I'I jl I 101 e UhGNJMP EatemenlrM/ocenlla - \ Conf actor shall locate antl — - —- - _ - - -= - - - - - - 2 O \ \ / I I II Area of Disturbance(typ.I I_ - \ \ \I f I / I I I II the er/MyR,gh/-or-VMo�nS.R 9 I place Higl1-Vis fencing along 1\ I I undeiA.GN..8 NOWU29 _ ter and gasimainbefore F ; \ J c�itZfconFiruFtona \\\V A I - -I�I IN I(i I --I24- \ r/I 0 _I I� II \\S11 / 2 SEI/4J son//tub/ecr /� Vf )AV \V I roeuo Ernbas-1 c�c, j Rs FO under1oloeume i na b I a 1 czFp \\ / I III I LUAA.fNzvlaozz/rau I Y I i Il l lnler p� 5 ' Prate non r O R pEa O� \VV I it I ,.,� .'SIONAL 128-- I I III I /l I I wz l I I\ \111 -126-_- 0810712025 /__ 111 Fence// /I I l I Temporary A CONSTRUCTION SWPPP JI I I I silt F \ 1 I ryp / II I Y The 13 elements that are part of a Construction SW PPP are as follows: 24'AccessEotemennby Y I \ I / I I / / I / j I —-- __ \\ cumeN/eco dedundeC I •-I \ 1. Mark Clearing Limits:Prior to clearing or disturbing the limits must be marked.This tQy y AF.N 2017AaV7,,V ) elements part of most normal construct on f the first steps. I �I �I ----— - — _�. Traci c/ 2 to.smiftion mods d eAoaeme I�amod ofpreventing trance an hd ma otransport e ns rto m I v---- �z2� ----- Y ,d, on I a of lagns rsediment o al astapbilzearotne ��,e$t o \ I I I I II. gravel construction en propose geo-textile fabric r I k, 66,89900 under the rock.Note.a heel wash is required for plans that propose winter grading. y jl I I a, 310517 -t;4/-L'D 3. Deta n Flows Based on a downstream analysis it may be necessary to detain runoff from J 0 m Z Z Z Z I I III' \ i ^ RP/An'n/an,LLC a site under construct on It may be necessary to construct and use a detent on pond to w sa'z 0000 Y � I ^ 74232 4/h S/NE control flows during construction. Anngi WA P822S r + / 4. Install Sediment Controls:If there is runoff from the construction site,sediment shall be a U 0m rc Q removed from the water.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 there are time periods of allowed exposure that depend on the season.Groundcover 3 p Ex.30'Accev�emenh both temporary d t need to be part of the construction 1opo�Siit Fence I \I I �^ porary an permanent pa pans. sal C23 I tl I Tempos StockpileArl by umenlreca�d (to be re oved prior 7 „ I underAF.N 10/706300752 6. Protect Slopes:Cut and till slopes need to be protected from erosive flows and I1i building onstructlon)q _ _ _ _ _ concentrated flows until permanent cover and drainage conveyance systems are in M 'Q III I L� place. O o a� ( —- 7. Protect Drain Inlets:All storm drain inlets require protection from sediment and silt laden } T II doss wasps. � 3� Prd�brvaf,n of Native Stabilize Channels and Outlets:Temporary and permanent conveyance systems shall be p OZ 1 I I Veg tation Ityp.1 I /\ stabilized to prevent erosion during and after construction.Culvert outlets require rn II j II / \\ Construction access shall be O protection. Q - / I 1?z limited along shq d b""d of Q i C101 I I Ii / \ neighboring business tluring i - 9. Conhal Pollutants:The plan shall show how oil pollutants,including waste materials and / a2 7� ryry I I d I constructio until necessary. Y r---—- Z Z I \�I �v e c- c - equipdemoment, debris will be handled.This includes maintenance t construction 3 equipment,fertilizers,application of chemicals,and water treatment systems. � m O / \ I�/ I I \ OQ� 10. Control De-Waterin The water from de-waterin t f trenches,vaults and 0 ` II II g: g system or Y 1 // foundations shall be discharged into a controlled system. 4T E4 o In I/ I II III I /� / \�\Ex.12'%nn Ovi qe Earemenl 11, Maintain BMPs:The plan shall provide for inspection and maintenance of the planned w Z _ ,>r,�q(Bg30 ,f and Installed construction BMP,as well as their removal at the end of the project. _ �n Q r I I I I ill -�I�P.P!i l ^p J / I I /, 12. Manage the Project:The plan shall outline how the site shall be managed for erosion Z L rPd control and identify the management team.It needs to cover phasing,training, a / �— pre-construction conference,coordination with utilities and contractors,monitoring and I \I I I ' I / 29,979 s O N/ reporting.It shall provide for notice of problems,revisions during construction and O N Storbucks - - contingency planning.One of the most important elements in the management of the Q W project is planning f.ra.mingeraies based an the risk of exposure during phases of the 31()31 Qf400 > development.It is essential that planning is ongoing throughout the life of the project. _y W 1} /I \ \\\ I \ I/✓ I I bydoctnh@n/Tecwded I y T / 13. Protect on Site storm runoff water management BMPs for from roofs and other hard 1� ^) [.\ y I I \ 11 I unde/A.FK?0{803(KYJ y /0'Jfoim Off"geE remenl/ surfaces.On-site Stormwater Management BMPs shall be protected at all times during V Temporary em the constructor Semen p g pot ry n _ process This may mean that storm 1 management BMPs c will be Z ( 1 I I Constructor - I / installed towards the end of the construction process t d sltaYon and compaction. Enhance �'� �1 � C10 11 Ex.0 Dych Ex 30mg—, st Ex.Top Oilch R d&Uh/r/ietEatemen/ I \ \ _.,�- 1 { i Y J o W J P J ___ ! -�� __ Y — -- u �J e° 1 / I r I E 30"So�larySewerE men/ �TJ - y y' y> �29 ROW Dedlcahon n --ss---- [ [ T aaLi> i Pro —u PN91/rk7/o4S8 x / Posed Silt -_--_ - �'---'-s- >->->_> o ° contraetorshallmantanacaess' _\ �' � a>_�� m-' � ` �-`_s Q �.�_ C233 1 /1'lbven;A/ ---------------- -- - - - > a brducumenl cold �%--is _ �_ tty �i 17 Eg U 'to.II Businesses jStarbucks, ' n .C/L lk/cA Ex.IS' enlacrest �> —-- -=�Lys_ 7[E5300712 E pp�a errIs __ _ U / Walgreens,Plumbing/Door I \ -/ -_ menlper L$ A �,�L\ i=',j-->- - �.r — 40 R �.7lon Ex.30'Acc�E emen/s __ ___ss__ Q __ �P�' under102107165[b1 a _ 1 CampanVetc.I at all times or ( E. /n,�esc E,q eu R da�u° 1 1 - - -- -_x- ---- ' rJ Da — � 0 v i provide detour f 'acrouondun�Apd,hyJ' - Area of CIOl�ance(typ) / T --_r;_ -_ems ;_ __---- ----� °� o T r rec una ...3or4asa7aa�_Z-_ l ------_Y_-- .� ------ � >_> '--------- — a—— - O 1--- ------- E.u'c�aR/reotem� � I v� \ /-J�'i >a 202107 !j� von a2 ----/--->>-��20, ---------- l \ cy> ------ - --- --- x ° nememenl 1�-----� \ �\ L t �� c 31osi/-di3a33� -- _- E.rrre P.c $:.s \ \ h J \ / MUBOIPrz�evhei CCC \ I \ - -&fP dundey / Contractor shall maintain access to all Businesses o I 74/s2o4i sxNE / _ r 2ovon \ (Starbacks.Wal Plumbing/Doorcom \ i \ ng/on I A 98223 i I, —__—__—__—__— ploAdle detour PanY.etc.) r at all times or It > CLEARING&TESC PLAN Scale:1"=30' E CONSTRUCTION DRAWING APPROVAL SHEET THIS PLAN CALL AT LEAST 2 AN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. C3 of C24 BEFORE YOU DIG BY: 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE: THIS APPROVAL VALID FOR I8 MONTHS P W D#3985 A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. to s r doe w -- a 1 ,---- ----------- X - / \ w --_ - /y `/ / O Z Cl) _---- - - _ � �- �- 'T'__'� �/`�� -(� �i^ r\"�--� �-�-_--� � �o•cal Z NQP LL>L�yi1 -----_--- --__ a �_.� I _ 10 LO a� _____________________ _ -------------------- _ _ -126 _ _ __ ______________________________ _728 _ > ---- - ^ b'Board F e along East Property Line \\La State \�-/ _ � J A \• \- _/ II --- --- _ _ _ - _ sidewalk - ------------ m ---m I I I - '"� �ti Y_ m -� -=�ree39 - _ _'--c - =R_�_ _ — _ _ — r\_i \\ e o L77 ni \ \\ o i b 11 1 / I I II I 07 v v A VA\\1j1 •y�� I I IU N - - 5'Side`N®Ikbl -: I e z / I \ Split-Rail / I I 2511 \ J/lolreaddocumenlJ r • _- -sY Fence 4 IIII Lot O Lo137 Lot Lot 24 I Lot36 Lot47 Lot Lot 59 a:/v S�nPE semen/son \I J� o 23 0 -ice nsroe o�ncrunn9 AI E.1s' \ ass' Lot35 h a Y � mcoiEocmry. Row Rower v I � Lot 46 h / � -� Y c edunderAE,v I � of, I / 8 - r e nose 1 \ \ I \ I ryl I III n 1 c7 Lot 58 Y - e Fss'Cca*��G2 /i I Lot 22 it 77 00 �L l'lb"' I I ONA�E Lot34 G \:. Y \ Lot 45 I - - / 2 0810712025 Lot 57 Lot 21 v 1 v Lot 33 - g 1,-'^ E.2k'AccesrEoremennay I 00OZ v Lot 44 docorken/,ecwaeo uvder R F > Lot56 �', A..N20n0e30o7sz ,vom70'offi�/n3o'rn'esw 1 // vvs ,>roee'dddbl es II N n I Lof 20 _ - a, Tract CRg� / F.N.2n4&4 I ��nl Lot 32 - a 66 / I I \ A I I I II Lot 43 /�� 9b e jI �� lilt IF Lot 55 ( Dr LW 3/asi/- v II i t /I III I; Lot 19 rQ Lot 31 l RR/A�pglaa[[c / / w u z o 0 0 0 V 11„ II Q I _ A12310smsi NE / I Lot 42Oi QQ»»y //I I I°�1� � I /N:r "ihh-•c' a � rs4 I / / �I ! I 6 ' Lot 18 L ot30 a � > 1^ � L I 1IF. 11 0o io I nLoi 41 I `v I 'A ' f_.e / Lot 17 o 2s Lof 29 D11-1 8 16 00 Lot 53 ¢ I� a° III Up- - - - - - - - \ Lot 40 � 1 ILof 52 1 / C I / I - I Y ---- - - -� } N z II .. Loi 16 G -� - Y -_----- 1 O �� LDr28 I $ dols o 1 a� of S l docnmemec aednnd E.e'a d anon t /l 1 /I III III e la Loi39 25, I I1,�Ex.30'Acres�emennby 4 � it �,j" / � 1 It I bl I Lot 15 act9 Pavement °y AccesrEaremen/ __ _ I � o O /lit i I� dll�l 1 Lot 2J/\\ 3367- G O A.FK �1s1 A.F.N 20/BOCO2 I1/ 20170b7 �0 TI "xl / v I Lot 38 \ .�_ I . Q ?i I� I \ r---- �. z LO}G4 724.60 I Lot\50 2 72p y I I O Lo 49 �2 t r / I �x/o'smm,aom y c emen/ A � � � o z0 Pavemenr8 exn✓omoo o eEoemen/ L e 11 ( I /IA II T}n 99 - 9 / pe,AFN20/Ba407/,SS7 ^O I 35.954sti�° � EZ Y�`— +l Private _ �- 8 •I ; 1 0 Z A oN2O O O O -- /=----------I -II �� FFF Fence / Dnve �- / _ O 11 I�I A II I V / /I Inter ecNon �- -/- TractD en Q h/I P vote Alle,sTA-21+ 31 In rsecnon II1I 3iasT� 3-0sa� -__ - --I r � H mate Dr e A,STA 9+90.24 ntersecN n / YI �7 T Starbuc.ID' �� Y ,^ / I _122 II -- '- m GF=723.40i En}ranc ,STA=20 89.00 / I1 2 V I 4 1q fr \ \ I I I1 0 o `0 25'Paye t Private rive A,ST +91.08 /? 4 y �'�,T / i Y I o I Y y � ) I Z_ y I o n Private ley,Su 1s+oo.00 I� _ n g `o Y �a s^ Q GF=123.50 d '�y p A.E.r'101,WOPOS37 Y �� Y r --<-� - �f?4,�i n West E 1 Ais/e v l 7�7�s��b„y De z9'Row --on aloo-n t oo co L2 \ �.a__,_a _ _ / _ -- - - - - - - --ss- 'u I� 1 A / III ( / / E..m'ma u Eyreg Rooda s --- _ < _____ _ _ __- --- l en/pe. _ Ex.30'A em K �/ r II \ \ I '-__oy ocrv.Ltond�lStm3enl 1 Intense it --- _--------�-�' aa��>�i>-`!-__-�__-__-_ �102/O7/ a9s Y I 1 I ) <� es4rd'eCuvdecA.Eh?OL✓ 13at29_ West Aisle,STA=4+99.92 _ __ rrrlll 0 /\ l E.30'rngett Egrett R de UJ»/ier ---1-Entrance,STA=20Dt00.00 3/O57/-A93-033-A9 I +09.70 � Ex.Is'cu/Q/A/earem \ T a Q / rceea.FB97/10 zs `E./ra anen/acce�eoremen/ - d��alPo e�c �e P \ f� a, h =a Pe \ � es}Aisle,ST 0�00.00 O ANhg/on WA➢6113 --__-__-__- •.;.Y . ? - -- 5 o h \ \ \ _R- - t I 0 30' 60' GRADING PLAN LAND DISTURBING AREA SITE GRADING o �' Scale:l"=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 CALL AT LEAST 2 Land Disturbing Activity PER THE CONDITIONS ON THE TITLE SHEET. (� of V BUSINESS DAYS Conceptual Area of 146,070 sf(3.35 act _ BEFORE YOU DIG Distarbance s2x3a BY: 1-800-424-5555 DEVELOPMENT SERVICES MANAGER DATE: 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 - CJ 8 O w C0 Z(V CJ O O n�aN S Q3LO rLandin Width W O g 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 orflow,,g of sediment onto -2% Pe O 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 4-1'1 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 sublet}to approval of the engineer in lia ordance with Section 1-05 of these standards. O act Provide washetl Gravel 5.A vertical curveshall be constructed to hansition the lantling to the access beefBack for Coected ed by _approach.The vertical separation between the curve and a to-foot chord-•Quarryspellsor me curve s�all�o}exceed 3.2s manes Twnere D is posieyel or 20o inanes § Native Soil as tlirentetl or n BMP C207 1min.12"}hlckl gineer If permanent seed required, "spU Iwhere D is negativel. § seed per detaQ 6.Grade across rural landing may be±5%. § N See Text Section 2-07 ( I Cover w/3" 3 0 0 \\�� \;\\�\\�\\��\�\\�\\�\\�\\\,�\,� \\ - Shipplart from vares straw mulch a m 1smm.Cut-off Sew le Nea �� structural pad area/ TYPE ING LU rEniranc a r o d in RESIDENTIOAL IURBANI NONCARTER AL WIDTHIWS A�15%MAXDE Exist Fh�ainn Link Filte yb2'Itren h8"min. 1.5:1 mcix � `fN�-` '} ,15':1 max1.5'NP. � 1ne mn RESIDENTIAL(URBAN) ARTERIAL I5' ±7%MAX. 2x2 wood posts,standard orILL IIfLJ,IT C1j ply' : d,Y l - r so•forstes<1 o acre better for equivalent) . \,; rvR S.FOS RESIDENTIAL(RURAL) ALL SO ±15%MAX. SECTION /\\/�' \\/\\/\\ -L\- pFwAs �' COMMERCIALANDUSTRIAL NON-ARTERIAL 30' ±8%MAX. ELEVATION COMMERCIADND S RAl ARTERIAL 30' ±5%MAX SECTION ' ` STABILIZED CONSTRUCTION ENTRANCE ACCESS POINT GRADES �� SILT FENCE BMP C233 \ SOIL FILTER DAM _ze / SCALE:STABILIZED Adopted from.19 SMMW W Vol.2,Fig.1.2 L SCALE:nh --- J SCALE:n}s Per 2019 SMMW W Vol.2,Ch.4.2 '"F SCALE:l -- �y�� / FSS/ONALENG 0810712025 ar:z0:z Jom zzzzt Ouz 0000— au3w 0Y<< >m au000� �a Lo a 0 P¢} 0O Q oM � ?x Q iz 3 � y0 E s z O fn ny J_ = Q BMP C200 BMP C200 ^z LU 4•min width Riprop O Q For new mad crossings or BMP C240 berm top for>5%linear slopes, U line w/4"-6'• Level Bottom quarry spells 1' Q (n 1'Min. min thickness \�\�\ ��\�\. 3'j 3.5'm n tea tl'Max. 3L Z/mo 5 LU 5.0'max L 06 \/// Existing GeotexHle Level Bottom � 'T Gmundline 1.5'Sediment Storage I 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 U SCALE:n}s Per SMMW W Vol.2,Ch.42 SCALE:nts per 2019 SMMW W Vol.2,BMP C240 0 U m E Q s U Q a T C� C 0 E CONSTRUCTION DRAWING APPROVAL SHEET THIS PPSHEET HAS BEEN HE CONDITIONS ON REVIEWED TIT AND APPROVED PER H C C of C24 BY: 22X34 DEVELOPMENT SERVICES MANAGER DATE: i THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s W - CJ o ----- e—� Z Cl) k r N �a0 of 37 of 48 > P of 36 of 47Cf h c t 35 13 of 46 V10 West Aisle Private Drive A li 1 Tract 999 Unit 12 Tract 999 Unit 14 Unit 15 Unit 16 Unit 17 Unit 18 Unit 19 Unit 20 Unit 21 Unit 22 Unit 23 Unit 24 Unit 25 Unit 26 Tract 995 $ ROW Highway 9 1. i , i W of 33_ o a Ili I °FF3120143 L Il �; oQ III 'oi 42 160 160 ' -I 150 150 1 I' i''�� 140 140 4 ° 130 s rtace 130 -- ----- - s 70 10 KEY 105 105 0 -a -100 mr SCALE I_ n S!! wR nn 2! ° nn nn nn LERS,.FOST 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 s "� S/0 rfl� ESNA�E�O 0810712025 a Private Drive A Tract 998 Private Alley °`.� Highway 9 Tract 999 Tract 999 o ROW R seat 160 160 ar�0� 150 150 Jom zzzzJ Ouz 0000- u3w�titi�m Parkin Pa ing O i Q Q w>>> 140 140 auooa 130 xisling De ign Surfa a 130 3 ce 120 a ___ _ _ _____- _____________ _____________ _________ 120 w 10 110 } aZ 3� 105 77 1 105 o Q oz _ °M 0+00 0+50 1+00 1+50 2+00 2+50 3+100 3+27 B-PROFILE SCALE:Horz 1-20' 3 11:1)Vert I•=20' °o 0 dS Private Drive A c 2 Q Tract 999 Hi hw 9 ^O West Aisle ' 9 ay z 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 61 Tract 997 o ROW 01. N o a 2 Z Q Q 160 160 U Lu 150 150 N 140 4o J O U ce J U 130 D sign surf ice 1 1 130 3 LL `o __ H a ___ ____ ____ ___ __ _ ____ _____ ____ ____ _____ _ ____ ____ ____ _____ ____ ____ _______________ ________________ _: U N ____ ____ __ 120 — 20 2 10 10 V Q d 05 05 Ld N HN N N NN HN NN HN nN n 0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+38 E C-PROFILE SCALE:Horz 1-20' p:11 Vert 1"=20' = S E CONSTRUCTION DRAWING APPROVAL SHEEP THIS PLAN CALL AT LEAST 2 AN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. C6 °f C24 BEFORE YOU DIG BY: 22x34 N 1-800-424-5555 DEVELOPMENT SERVICES MANAGER P W D#3985 DATE: i THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s a c Private u Traci Private Alley Traci Private Alley Shared �* "� - _ - — — w Cl)Unit 23 Unit 35 Unit 46 Unit 58 Drivea T _-�-r J Z N 0 997 Tract 999 998 Tract 999 Tract 999 a° F of 37 N Or 46 a N t 36 0147 F = Q p^, 160 160 - I \ III Loi3 of 45 y b Q 3 h �10 O 150 150 or3z f; W `o> of 43 y M I E of 31 of 42 ON 140 140 of 30 spur-ail / I o or 411 I i I � E� � �Q Fenc 1 ill of 28 0t 39 E 130 130 jll of 27 - of 38 — _ 7-77 7777- 49 ____ ____ _ 1za ---- 120 I D f - -- s - -- -_ _ 4 � J Exisli gs"f— L O 105 105 rM 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+69 F-PROFILE SCALE:Hoa 1'=20' KEY = I1:11 Vert 1"=20' Q F SCALE I"-100 FOST i c Private 0 zc Trac Private AlleyPrivate AlleyShared ' FssRecar �� Unit 17 Unit 29 Tract 998 Unit 40 Unit 52 ry ONAIE a 997 Tract 999 Tract 999 Drive 4 Tract 999 a 0810712025 160 160 150 150 R 140 140 � eo� Split-k I Q a O Fence m 130 1 1 1 1 1 1 esigns race 130 u z z z z z J 0000- w yyy��u3w�---m ist"g Su a e 110 110 3 105 105 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+76 O a Z E-PROFILE SCALE:Hoa 1'=20' 3 F p a 1 Vert 1-20' op Q °M � ?x Q i2 3 �O y0 s C - 06 c �O �.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 0 - � O Z 160 160 a O 150 150 W N t� 0 40 40 U O Wlit-Rail J FenceSp J P d 130 Deign Su na e 130 3 U a W 120 _____ ____ ____ _____ ____ ____ _____ ____ ____ _____ __— -- - -- - - ____ __-- _____ ____ - - 120 O to H U ling Sum e u 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 D-PROFILE SCALE:Hoa 1-20' p:1t Vert V"20' E CONSTRUCTION DRAWING APPROVAL SHEET T 2 CALL AT LEAS THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. C7 of C24 BEFORE YOU DIG BY: 22x34 N 1-800-424-5555 DEVELOPMENT SERVICES MANAGER DATE: i THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s W t a a a h � o 0 0 J - N —� � a Lot 1 // v 1 r wT a IBC o / o c m m o I I u LLI ,.� u W� -v I I I 122 I I .........y.�.�. 29 RO :. '+�G'f 99 3 P Dedcatia I Q 3 cL Ip::: R -- — — ---- — -- — -- — — I I V 10 ilI � 12z = — I - - -- -� - - ------ - _ -- - -- I W 6 /J - ° I O g CO 23.5] / z4.15 q 24172 � zs.10 •2. CV Private Shared five —__— ad Q w �Iiva,eShored Dive,STA- 42 \ \ / 12s.1s 125.17 24.5 124.s1 — ------- —_1 Intersection I IY _ Private Dnve A STA= /> P - -- --—--—-- ProPose3l3'-—--—--—-- 'le - 124.35�i I I Q a0 Vest Ai ,iA=3+05.95 Pavemen} is/ngOnveACC __ Private Share ^�-- I__ EL=/7369 11477 -------\\ z �e'S 30+OB.0lL` I IY 3 -�- ____-— j -—8 EC=12V& EL= E /'^ �`�--— EL=/7531 EC=/2538 EL=17S37 EL=17484 8 Y �� / I K=/2536 �I I 1 K=12✓15 'EL=174A3 s I I - �Y EasemenlgeiAFN �? Ex,74'AccexrEotemenhbydocumeN— _r __E h1VLRavemen/ 1 J s -- --�--' s � rero dedunde/AFN 1017 751 I�I h / EX.TOGB7 - - -- �R z1r3W a y °e ---- ---- ---�� i71 and..... - r y� y I.: -- --- - --- ---w w Qa`w w--- - o CD o w/-/7B y I s me/b C. / o c"/� � s1 I dacumentrec eb e b documenl2cony(/� I I I and A.F.N70170G7�/S7' _ _ _i�lv�y'i>_ i�ia YtQp-1 3 i O it Ip STOP `. FRONTAGE IMPROVEMENTS PLAN a 20' 1. -+DER w FAST Scale:V=20' A 1 726 �y ,PFG TEREa 2 Brvoing 2o.es rocs.99b•'•'•'•'•'•'•'•'•'•'•'•'•' C \ 28'Total Pavement 08 07/2025 Q 1 I`\ 123.67 Exiringl6'AcresrC-bsemenJ \ Vertical Curb CLL CangrluhhalJanlshaBbet/dper WSOOTS-Q7.3 120.92 7121.15'•`•'•' a 123.09 - 5' Tucked w/CJJ-/teo/W/AR4GmBondt \ 123.87 a Sidel—I 9'Ex4/ingP Emenl IJ'Exk%ngPovemen/ 121.70 •21.78 \ I /S'EceMgPavemen/ 3/'Exh/ngPovemen/ Q 20 _—__— \��_ -�----12 4,04 ,�2�V$'�� Ei�,✓%nig,./Cib°//ilo/bei13 mVi/oveid//e di,P/aivm�en �A•% 1123.27 � -- AA,/AV A/V/,A/,A/.A A/>VAlV V�/.�/.�/.��✓i•/i✓/7/7/iA t� —16 --4 A 1 71 ,II"! 123.62 s'ciasse 6"Crushed Base 1234a �. N�tnV w m D -Z \ p) OOOO I � b•min Cement Concrete Iry ��m Z Z Z z Private --— -—--—- _ \. 2°min.Crushed surfacing W 3 w o 0 0 0 ox<aw»>Shared ---- -- -- Tap Course,Compacted Shared Private Drive a Dnve Private Shared Drive \ to 95%Density IrvP) oP Private Access Speed 3mph' Sta:31+70 to Scale:l"=5'5' 3 SOUTHWEST INTERSECTION SCALE:I-10' SOUTH INTERSECTION NOTE:All ramps to be compliant SCALE:I—10' 1 NOTE:All ramps to be compliant with ADA Standards. with ADA Standards. 0 P¢} oO Q aM � ?x Q i2 3 CO Z C 4T RO a- 140 140 ^O Z Infers Ilion Intersection z LL W st Aisle A=3+05.95 Private Shared Drive STA=30 5.49 O Private S jared Dive STA=30+00.00 Private Drive A STA=8+00.1 10 2 O 11 30-- 130 Q ExishngJ xace CCLC F�LUt� v 120 _. - - - - - - - - - - - - - -- 120 U V J o Q Ea:JOCBJ 3 O Rin-/7380 O � E 110 110 LL = E Q s° Q U 100 00 C 29+90 30+00 31+00 32+00 33+00 33+84 PRIVATE SHARED DRIVE-PROFILE SCALE:Horzl"=20' (2:1)Ver,1^=10' E CONSTRUCTION DRAWING APPROVAL SHEET THIS PLAN CALL AT LEAST 2 AN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. C8 of C24 BEFORE YOU DIG BY: 22x34 N 1-800-424-5555 DEVELOPMENT SERVICES MANAGER DATE: i THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s t�r�l m A.FN .;�`' Z 95f y �, 1-2eiavJazv -� - 7 a : \I III I I I ti Y doc.umenleeceowredredosuenmdee�nAFr.N y lk i-ii- Zm I wZ a�rop S dw N20 S CND nu y/� I O� �O� I N N � s � I ° C e e -•• 122 i� ti so\ Existin95frSwale to be ntainetl P Pro sed 5`Sidewalke .,Truncated Dom Q 9 N p -'d T ProQbs&d 5'$i�ICwalk Lo R20' 1typ.all A 6" ow LID Fl -Thru Curb to permit --« - - -- - - - - -- -- --- - - - - -- - 120^"`120� 120 120 / -Jn _ cro nsi DA :tormwarer pa:sage ro swage 8 ssv-&2 W S J�- - - - - - -- - - - -s - -"<- JJ,4/N.EX1 I�; 2 s Exist'J30 Acc E ls-111 br 8 Saw Cut Line' PG 0 Proposed P ad2r dcm =dud 0 201mrsz �e ee - - - - -�- 1 aovem n `� P vem r 8 L L L7 JJMN-ExJ I West Aisle,STA=4+99.92 SSMK-1 L2 _}- - _- -_ _ - - -- --------- �- -_-�- --, ...... ____-I in I20_________________ ✓B'=Manhn/e - Enfrance,STA=200+00.00 qg^_Saddle Manhole Fx.Ispermanenloccess earemenl � -------------- 122 120.. _--r...'---r..120 120..'---m"720 r Monu er COA R-130 ------ ---------- --ncY Overflow flow -- --------------- ----------- 3/0S//-LQ7-037-69 X ------�glprecaaYedunder20710716500r 1 e'Sharetl Drive,STA=30+00.00 0 2 I O We 20 y Ex.30/ogress,Egmu RoadB MU80JHapeniei LLC E./scu18lgeatemen/ 0, �J O UNOhesover,ociou ondun Emerge a —Fx 30/ngrest EgestR d 74/S2047h A NE 91 e byd umenlrecardedund r po nt S re srormwater design e UAO Eosemen/per Adngla2 WA 9822,1 - _ O L__—_ AF 1U4053OS29 _—_ gq 4K�ss $Cale:I"==0�� O _—__—_relwsnn lDD�nfiltraLon. __ __—__—_ A-Pnr —__—__—__—__— __—__ _—__— _—__—__—__ o�s > 8 Ex./7/emp.consfiuclion eatemenlperRfPmcwdedunder2 L-------------------- -- -- -- -- -- --—--—--—--—--—--—--—--—--—--—-----------� --—--—--—--—--—--—--—--—--—- — _ s WEST AISLE PLAN J •SAWCUT NOTE: _ �� 'I .,1-��RS"FOcTF,p'. Neat line cut,clean heat and tack edges with _ s sealer CSS-1 and seal with AR4000 and sand.Saw E Mh gam AccessEoremenl cut shall be 1-ft minimum inside the existing edge now thru Curb LID Flow Thru Curb,10-fl O.C. of paVement.4-ft minimum paved section - __ 5' c/L s 5' required.Feasible saw cut location shown on plans. -' -_ It se"4,"wasecilon &ocellBocell Sitlew Ik ( I ay /03+ODl3 300'L/ `O-ngl�{ S/ONAL12.s'Pro,led Pavement 12 5 Proposed Pavem nt CIS 2� — � -_ ✓N- � _ -. \\/\\/ I 6 LIDFlow TinuC b1 p rmt ADA comp)ant O8/O7�ZOZS /\/\/\/j\\j\/\j\�\\jr\\j\� \\i\\��\ \��\� srormwater passage �rOSSsvaLk ramp/ i ssv.[.a �"S \\j\/\/\\�, T m nCrushedSurfacingFkhling27/ / /' Top Course,Compacted I Pavemen/ Ex.30 AccessEdsemenlpe/ r ro 9-Density typ) I WeS/AtSle BSPmrn/dedunder .r 204th SL NE,STA=103+09. R 3"Class B T2 Lifts Required) 6"min.Cement�oncrefe I1yp1 201/O716SL'OS ` West Aisle.STA=0+00.00 4minT2"Crushed Base Course I -1---—-- I West Aisle i-- -_---- ------— — wOA Local Accessi'Publi Road _-_--+- ��s_> t� `. Design Speed 20 mph' N y Sta.3+30ro6+50 ROAD HORIZONTAL CURVE TABLE I z z z z. saale:l"=s wuz 0000- Curve# P.I. Radius Arch Length Delta P.C. P.T. Tangen O i< """- ¢w>>>m Cl 13+16.461 165.00 48.24 N4°40'12.16"W 2+92.17 3+40.40 24.291 a U u Q C2 12,68.231 165.00 48.24 N4°40'12.19W 2+43.93 2+92.17 24.291 3 a 50 50 C: M c O aZ Inters cilon InfersecXo < C � 01 West A=0+00.00 West Aisle STA= 00.00 °` o Oz 140 Entrance ST =200+00.00 Private Shared Drive S A=30+00.00 Q rn � ¢x Q i Z PVI=6+08.90 3 EL=121.002 - N Len=100.0' + O h- Lu K=23.12 J 13 r S rl e 6 End w _ d N 30 ,Q O ILLJ 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 F O Q IT DI Water Main 12"DI ater Main SIP-Ex3 204LF8 PVC S-0003 143LF8"PVC S=0.003 SSP Ex2 A 381 LF 8"P C S=0.011 - �Jl CL W ° J JJMN-EYJ SSMH-1 SlMH-FX1 U a 4B"Monhu/e rol:dLid 48"Saddle Manhole Solid 49"ManholerolydLid J Q - WVAM/e d'99,98/39'Rll West Aisle 4194.8018 v A�Rt1 We/ 3sS20v(/2S'R/J I - Rio=12178 Rim=12101 1Rrr,=/7141 100 3 N /E/B•N/In=11s21 IT Is'NIin=114-51 lE/B-N/m=na12 _ LU /E/B"r/ouY-I/SJI IE 18"El_t= 4.11 95 IE l9i'SI out=n4.51 5 U 3 7+20 7+00 6+00 5+00 4+00 3+00 2+00 1+35 K Iz:11 v WEST AISLE-PROFILE en rl r•=1o' A T Lid 15 2 E CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. C[�" of C24 BEFORE YOU DIG BY: 22x34 N 1-800-424-5555 DEVELOPMENT SERVICES MANAGER DATE: i THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 A PORTION OF SECTION 1 l,TOWNSHIP 31 NORT H,RANGE 5 EAST,W.M. to -124 124 s N V Lot14 Lot 49 ,F� �V I/ wM FIRE LANE 9h II n aarrse II iav ee Ad,I FTv, V _ CO-4 NO PARKING Entrance 00 TOW AWAY _ Split 14 at 999 >3ZONE 35,954 If Q 20' c POLf m -- -- - P ------ a10 P� n ---__--------- ' a A885+ O3Q0+5.49 SSP3 W `a O 00 Q I` I Inlirl SMH-3 I 48'-Manh le / 00 Pri ate Drive A,ST 10+59.43 g^_Manhole Proposed Fire y lrant IntersecNon LID wThru C ::':•.. NO PARKING- rya P ate Alley,STA=1+60.31 Private Drive A,STA=8+91.08 y;•> ` 49 FIRE LANE DETAIL ,� � y < directed�o� Y R Prlvafe Alle,STA=IS+00,00 I �- Par Ili ... /Iryry i M o. m 25'Pd ntl h v M cN -\` :•;sb:•:'•' \/^ __.- J 0 0 o N o `o `o 0 0-0 `o h•`•`9X _____ a It V, 0 o Y 20.90 \ 1 I 11 Y 120.82 - E I r` � ... Y I � �• \ � SMH-1 3 ss _�__�_ • - - 46-Satltlle Manhole 120,94 Y __- - _ __-__- 3 8 1J E s"crF10 est Aisle =-- r, sIn erfet Ion -120- Y �II E/7tZal7CB sV 71,7 �� west Aisle,sTA=4+99.92 �I .� 77 - .i120 -- 2 Y 5 _ __ _ _ _- PRIVATE DRIVE A&ENTRANCE PLAN 0 20' 40' 08/0712025 Y Scale:I r=20' z�1 o/Joinlrho//be Sete WJOOTSX,? Flow-fhru Curb v T kedgsw/CJT-Iseo/W/ARW0X,,dsnnd,� I Biocell G/L III Sidewalk C/L 5' opose pose Vertical Curb - Drivewa per Plan Sall Ik� a. Concrete Ribbon Vertical Curb �N �I 12 5 Pr d Pavement 12 5 Pro d Pavement C n 2% 2% / /\�Y --100 Proposed Pavemen} 10.0'Proposed Pavement �To , 121.11 /\\//\\ 2% 2% \ z\\ !C\Nsned/su acing �\\//� tzo.90 Top course,compacted ,/i.G./i,/i,/i,/i,/,/,/,/,/✓,/i./i,/.�//1/(/�L�✓,a//�� ..//�1/�/i. mom �iv�;v Y to 95%Density tone Z'min.Crushed Surfacing w u Z Z Z Z Z r 6^min.Cemenf rare l,ypl Private Drive A Top course,compacted 0 0 0 0 Entrance 3"ClassB 2Lifrs) u3 Avi V5 m Y Local Access 6"Crushe`J Base Local Access 3"Closs B(2 Lifts) to 95%Density(,Yp) 0 m rc Q w w w w Design Speed 20 mph' Design Speetl 20 mph' 6"Crushed Base 6"min.Cement Concrete(typ) a U m rx Q IY 21.24 1 - Sta:200+00 to 200+90 St,:8+00 to 11+20 Scale:1-6 Scale:1'�5' SOUTHWEST INTERSECTION SCALE:1-10' 3 140 40 IntersecNon w Private Drive A STA=9+01.05 Inive A'Non IntersecNon Private Alley[A=21+60.3T_ Privar Drive A STA=9+000 Pill riva Drive A A-1STA5+0 00 En}r nee 5TA=200+g9.00 Privat Alley STA=IS+00.00 ^O NOTE:All ramps to be compliant a LL P P � Low point O with ADA Standards. - - 1 m Sta=8+26.19 g^ 30 3 LL >W 30 Design Ground W 5;W a O O Q rn� a 0.50% -0.75% _0.509_- A S .0% Q Z Z Q_ _ 120 20 J` m O Q SD-11 N br'sing S,/ce SSP-3 SSP-5 O t� _67 LF 8'PVC S-0.005 101 LF8"PVC S-0.005 CC Z �O Q ti IL 110 10 48"Manhole Solidlitl 48"Manhole Solid Lid 48"Manhole Solid L. ^O W Private Drive A 10+54.66-2.6'LII Prvate Drive A 9+g7.53[-_6'Lt] rivate Drive A 8+86.92[2.5'L11 O Rim=122,76 - Rim=122.42 Rim=122.98 IE(8"E in=115.59- IE(8"N)in=115.13 IE 8"E)in=115.73 O Q IE(8"N)In=115.59 IE(8"S) 15,13 IE(8'S)In=115 73 0 1 IE(8"S)out=l 15.49 IE(8"WI out=115,03 IF I,N)out=115.63 oo ¢ \w 11+77 11+00 10+00 9+00 8+00 7+50 LLJ H PRIVATE DRIVE -PROFILE SCALE:Horz1"-20' Q .Q (2:1)Vern 1 10' J J � Infers cfion Intersection ¢ West Aisle A=4+99.92 Entrance STA=??? O Q m Entrant, Private Drive A 5TA=9+0.24 $a 130 - 130 v Q 8 Design Ground > W o L1.J 50% t Q U w 2.00% Q Z m ---- - 120 - --- 120 O Z F ibngJT re C CC w -. L 110 110 = nuance 00+08.8 [5Y I m=121.1 > (8"E)In 114.61 E 100 (8"S)o t=II4.51 100 PLAN DRAWING APPROVAL SHEET CALL AT LEAST 2 0$ THIS AN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS _ _ PER THE CONDITIONS ON THE TITLE SHEET. C10 of C24 BEFORE YOU DIG 199+50 200+00 201+00 201+39 BY: 22x34 N 1-800-424-5555 DEVELOPMENT SERVICES MANAGER 4�. < ENTRANCE-PROFILE SCALE:Horz 1"=20' DATE: PW D tt'785 (2:1)Vert 1"=10' THIS APPROVAL VALID FOR I8 MONTHS N A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s ---- s -— Type--__ 1 file STA 18+30 To 2p+ 0. Lot 7 — — -- — --- — — — — — 124 -- — — — --- -- — 'I r z I FIRE LANE j a r Z N Q NO PARKING '� / +' I r Q 3 Lo TOW AWAY of 6 j V ZONE � I�a a)'O Ce 0.g CO o o o 4 Lot 5 + - 00 CB-Type-I IC I II aD I Y. CB-Typ �/I III I / II r Z NO PARKING- 'I l 0 I r 49 FIRE LANE DETAIL Lot 4 I9 ° • R20 Y r J 0 ---- ---------- ----------- I Imersecnon l Drive A,STA=8+91.08 ivare gey. tt PC en,ent �-- - �ne be"-M nssn o a I Foerd Qip128 vC 8 Lot 3 en o � - ,11 G.1 SDC0-143 SDCO-147 1 1 N 6°-Cleanaat a ! I I r i 1 Lot % I .- ��I I I r a RS FO V P Lot 0 0 0 `o 0 PRIVATE ALLEY PLAN-STA 15+00 TO 18+30 0 20' 40' 0 '�aaTrxE° Scale:1"=20' ESS�ONAL ECG 0910712025 CA /olufina/lanlsha//bes Wiper W.fDOTS-0J3. Tockedges w/CSJ-IseWW/AR4LLb�sond Concrete Rib Concrete Ribbon Dnveway R idden D—Y Pavement 12.5'Proposetl Pavement h y < 0� Private Alley 3"ClassBl2Lifh) Jom Local Access 6"Crushed Base U u Z 0 0 0 0 Design Speed 20 mph' Sid:15+00 to 18+30 U 3 iu y y y Scale:1'�5' O u Q a UDC u� �Q 3 a 140 140 Inters coon - C ,n Private Alley TA=17+83.81 0 a O Z Private Drive STA=8+91.08 0 n e,= ) + 130 8 n o - m 130 ° 00 Od Design Ground'A 11Y 5 l 5 J Q 6- 5; S i O n 2.00% 2.— -0.50% 0.50% -D50% o.SD% Q w� � --- ---Main ---- 12"Dl Water ' 0 y C m R O ----------------------------------------------------- yy 12 Exis/ng Su oce SSP-6 D E `Z 266 LF 8"PVC 5=0.008- SDCB-172 SDCO-147 0`OG fn w < CB Type-I 6"Cleanout MPT PVC Plug O� sid grate,Sid Private Alle}H]+46,88[10.8'Rtl N_Q fTl ^O 110 Private Ale 16+50.00 0.0' Rim=125.02 11 H Z I S H-5 Rim=124.69 LE(6"W)in=120.00 D= L1..I _ SSMH.6 4 Manhole Solid Lid IE(8"N)out=121.90 48"Manhole Solid Lid Q ETn O J o -Pr ate Alley 14+97,33[4.0'Rf] - Private Alley 17+58.05[10.7 RtlR-12 ~ Q O Ri =122.98 E(8"E)in=11573 - IE(8 W4.94 IE CL 8: in=115.73 IE(8"W out=117.]] _ QI 100 IE ^ Z r n^ N^ N^ ry^ N^ =14+50 15+00 16+00 17+00 18+00 18+50 Q U PRIVATE ALLEY-PROFILE SCALE:Hoa 1"=20' J Z (2:1)Vert l"=10' J Q Q 3 O U W Qno x U-1 i Q Q CC � C 0 E CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THE CONDITIONS ON THE TITLESHEE. Cl at C24 BEFORE YOU DIG BY: 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE: i THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s II 1 o o ` 0 o \\ o 0 �995 ° W a o 0 o Lot 12 II u l A UL i u° I A it II A 'I I I u A Z N I I I N I N I \ \ I I I W n 0' z N Q o Loi 11" I I i I N I AI I Infenectio 1-- ------ ----------- ----------- ————— --Pro —d ------a ---------- ----------- -----` N C LO I a Private Drive A,STA=10+59.43 0 pose N I O Fire Hydrant I MH-4 '00 1 W L � I Private Alley, 8 25'Pav ent I 8 48 a hole 6I _r ~ M 7 I Lot 10 I I T _��— o TT a ,r A lip — 04 O I o SP 4 Iad °53�'= ----- - -- _PrivateAlle he* ^°Q " I 1IIII Lot 9 I "1 / R20' i 'I A I IQ R20' llk, I� M /ry M ry s Pe t / I Fnrd M Fence II o Lot 8 `o o `o 0 0 0 0 0 0 o i/ II o e \�o _ ) �I u 1 I - I / 1 / I I II 'o 1 122... I I s i III Entrance --- - - -- - --- - -- -- - --- -- --- - - I _ C 1 -- RS FO�Sri`t 9540 J i H E SEE SHEETPrivqtelAllQy Tract99 in rofle-STA 15+00ITol18H30 I11n11 nn 13367sf Fs.p _ PRIVATE ALLEY PLAN-STA 18+30 TO 21+60.31 D 20 �. Scale:1"=20' �SSRONAL ENG C/L [oluhr/JoinithoMbe re Wiper WJOOTS-03.3 r aedger/crs/rro/W/AR4AN/andmnd 0 8 /0712025 Concrete Ribbon Concrete Ribbon Driveway Driveway 12.5'Propose d Pavement 12.5'Proposed Pavement 2% 2% seat e Alley o Local Access Privat 3"Class B f2 Lifts) O 6"Crushed Base <r Design Speed 20 mph- w m N y Sta:18+30 to 21+60 O 0000 Scale:1"=5' w u3iu�titi�� o..<Q»»� auoo�� < C La a a O s} (70 3z Q Q °M _ N Q LU< O > �3 O 1 40 O r- c') FIRE LANE + NO PARKING o 00 Intersection I w Private Drive A$TA=10+$9.43 TOW AWAY 6 LF 12"DI Q 2 Z Private Alley STA=17+79.72 �_ I ZONE �o t- 13 Design Ground j w O W a >w >w I 2 J a <mallo . - - LL 0.50% -0.87% l2 I -050% 2. -0.50% --------------------------------------------- _ ____ _ _ T42 LF 12"DI O NO PARKING- Es gSu�ce _ SSP-4 I FIRE LANE DETAIL F 265LF8"PVC S=0009 z _ SDCB-17 I J CB Type 1 l y J Z 11 10 a Q SSMH-3 Private A ley 20+1 a0010.0'] 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{-4 � IE 18"S) t=121.90 Private Alley 18+97 71 13 0'Rt) I +D r u Rim=122.76 Rim=125.22 I OO LD 7 U IF(B"E)in=i 15.59 IE Ia"W)out=118.00 .� 71 J v IE 18"N)in=11559 I- O-ay CS J 1 Do 5 m 00 Q Q ag oD_ Q K — r� r� ryN ryN rn W ryN ~ 22+10 22+00 21+I]D 20+I]D 19+00 18+00 Q PRIVATE ALLEY-PROFILE ° SCALE:Herz 1"=20' p N (2:1)Vert I"=10' C W ` 1 E CONSTRUCTION DRAWING APPROVAL SHEET THIS PLAN CALL AT LEAST 2 AN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. C12 of C24 BEFORE YOU DIG BY: 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE THIS APPROVAL VALID FOR I8 MONTHS P W D#3985 A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s W_1/2'.x 4•FULL DEPTH a EXPANSION JOINT EVERY _ m 3u 'PAN EXPANSION J01 5.5' U xix� k DUMMY JOINTS E CURB V-GROOVE 1/2•R W 3 O= N WITH JOINTS IN SIDEWALK 1/4'DEEP 2% O (`7 �o W ww LANDING WDTH WO v-cRoovE (TW) t'R J Z N o N 0 5 VARIES 1/4'DEEP CO I\ •4o D 3• DUMMY 1IN7 Z c Q P u w i PAVEMENT OR SHOULDER SLOPE t 29 MAx S. OA D5MMYCOIM 6• 1'R !n oN /2 x, ,/2 °A - ---= Q 3 Lo u �zoJzm PIVOT POINT A :.:SIDEWAII( 5 D DUMMY JOCINT 12' 1 2• ° d. 4 VARIES /�C < AA 4 p g < a o w 0 O3 PIVOT POINT B D/W CUT a 6.5" 6j W M x a m o a m CEMENT CONCRETE CURB h CURER C4 4 JII�JII� o w 131 �p < (CURBED SECTIONS) Go Q w -oE w� a W yZ. 03 1/2'x 1 1/2' FULL DEPTH CURB R GUTTER ova o p a z �� w � EXPANSION JOINT EVERY 30' 000 o�ao SEE NOTE 9 o t• 1 'o a o PLAN VIEWS tB M i w ZO i m TYPE OF ACCESS ACCESSING LANDING WIDTH W ACCESS GRADED J s'TYPICAL IYPIM SECTION a RESIDENML(URBAN) NON-ARTERIAL 15' } 15%MAX. 12'x 1 1/2• (SEE NOTE]BELON) N G ON O a O DUMMY JOINT 2% CEMENT CONCRETE O m w O VCCC ~w a 3O 1° m FF RESIDENML(URBAN) ARTERIAL IV is 79 MAX. - SIDEWALK - 0 f B z TYPE 1 CURB h GUTTE SEE SIO DETAIL R-110 p COMMERCIAL/INDUSTRIAL NON-ARTERIAL 30' } 8%MAX. ''' e D O 0 COMMERCL60NDUSTRIAL ARTERIAL 30• 3 5%MAX. 0 ■jW < 1 V m ab ¢ 2•CRUSHED SURFACING NOTES: O u w a i o o TOP COURSE.COMPACTED < z � =o �w g� TO 95%DENSITY 1. FORMS SHALL MI BE TRUE TO LINE AND GRADE D SECURELY STAKED. i J 2. DUMMY JOINTS SHALL BE PLACED 15 FEET ON CENTERS.DUMMY JOINTS SHALL BE 1/2•x 1-1/2. E m NOTES: TYPICAL SECTION rc < ? !q NOTES: 3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS,INLETS AND AT POINTS OF TANGENCY ON 0 o rc E+ O1 SEE STD DETAIL R-180 FOR CURB DETAILS. STREETS,ALLEY AND DRIVEWAY RETURNS.MAXIMUM SPACING SHALL BE 30 FT.PRE-MOLDED JOINT w o m 3 w 1. SIDEWALKS SHALL BE A MINIMUM OF 4'THICK,AND SHALL BE CUSS 3000 CEMENT CONCRETE,WITH AIR FILLER SHALL BE 1/2•MIDE AND CONFORM TO AASHTO DESIGN M213. ��RF w'nSOSP WHEN ACCESSING SHOULDERED ROADWAYS,MAINTAIN SHOULDER SLOPE TO PIVOT POINT A ENTRAINMENT(MIN 4.5S-MAx fi.SS). u w G 8 4. ALL JOINTS SHALL BE CLEAN AND EDGED. oy - 99 gF a 2. FULL EXPANSION JOINTS SHALL GENERALLY BE PLACED TO MATCH THOSE PLACED IN ADJACENT CURB @ • O �'i �03 m k�N O ACCESS POINT GRADE SHALL BE MEASURED FROM PIVOT POINT B. GUTTER,WITH MAXIMUM SPACING OF 30 FEET,FINAL SPACING DETERMINATION SWILL BE DECIDED BY THE 5. CONCRETE SHALL BE CEMENT CONCRETE,CLASS 3000. rn O m� INSPECTOR IN THE FIELD. _ Vw z�� om S. STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS.WOOD FORMS MAY BE USED ON CLAMED yy ® LANDING WIDTH W MAY BE REDUCED SUBJECT TO APPROVAL OF THE CITY ut ; IFS y]g ENGINEER. 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95X OF MAXIMUM DENSITY. SECTIONS, Io o 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 UGHT BROOM FINISH. IFS$/DNA Y1G�� m is�o o'A'r° THE ACCESS APPROACH. THE VERTICAL SEPARATION BETWEEN THE CURVE s. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED BY 8. THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND AND COVERED BY Fo u �wF 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 OTHER INCLEMENT WEATHER.CURING WATERPROOF PAPER OR PLASTIC MEMBRANE IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. wow y�� r (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. 0810712025 z Uso n€mxo - �oy'.I�^ 6. ALL JOINTS SHALL BE CLEANED MID EDGED WITH AN EDGER HAVING A 1/4'RADIUS. S. ALL CURB AND CURER SHALL BE PLACED ON A MIN OF 2'OF CRUSHED SURFACING TOP COURSE. 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. pp S ,TY p ms DBA611mF1'0!PUBLIC"m STANDARD DETAIL It V O mrt DI�ARTWIXf Ol PUBMC yORm STANDARD DETAIL Y'EY p mx ARP RN®VP 0!PUBMC WU8® STANDARD DETAIL 1t vuK DID'/BTI�lT Ol PVBMC yORm STANDARD DETAIL STANDARD DETAILS NUMBER ° '" Art ••mn. STANDARD DETAILS NUMBER U30-i.; � anvx,. STANDARD DETAILS NUMBER oN ••mn. STANDARD DETAILS NUMBER ®; TYPICAL ROADWAY SECTION R,-010 ®; o ®• CEMENT CONCRETE CURB AND R-180a LOCAL ACCESS STREET ye< ,No ACCESS POINT GRADES R-O90 CEMENT CONCRETE SIDEWALK R-170 *,Q n'R GUTTER TYPE 1 p!WO < O Jom zzzzJ "'u Ouz 0000- 3w� � oy<aw 1"6 .lam 2 4 2 a000uw \ 2 SEE / DETAIL ♦ 4 BELOW 7 AVM A0 JHOIN RF 2 w w / 3 5 a C Zm�w Y 2 3 5 2 `� 5 W W F a .2 1- O_ — a� x� . N <x / \ 2 / 74• .r a Wmrn a� mt2�;Q; ?*• / 2 �•'W Jr 2m � 0�00 Q 2 ` 00 xaa a 0 1 1 SEE z • \,(/ Q z z CEMENT yJ BELOW 2i• CONCRETE \ SIDEWALK R=30' J V� p z O CEMENT CONCRETE Z ^w R-30' � TYPE 1 SIDEWALK / TYPE 1 CURB h GUTTER CURB a ^O 12' 12 i�l ', iD .O V) Q < LIJ 1/2•LIP yM 0 2 I / 1/2'UP 2 z Q V/ R-3O v U ry � rc V R CURB ANJ11 aMSMONTA� O y DE F L5 Q Y_ 3H �� m J CURB TRANSITION DETAIL W 5 c0i$cio MY J NOTES: NOTES: .. .o N W O 3 o Q WIDTH OF DRIVEWAY AT PROPERTY LINE. O1 WIDTH OF DRIVEWAY AT PROPERTY LINE. y = O2 1/2'WIDE FULL DEPTH EXPANSION JOINT. O 1/2"WIDE FULL DEPTH EXPANSION JOINT. W.Iwil p rc V U Q FULL DEPTH EXPANSION JOINT IF lO IS 15'OR GREATER 4 Q DRIVEWAY TO BE SURFACED WITH ASPHALT OR CONCRETE. O FULL DEPTH EXPANSION JOINT IF tO IS 15'OR GREATER. p ®DRIVEWAY TO BE SURFACED WITH ASPHALT OR CONCRETE. U Q DRNEM'AY 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 8"THICK IN RESIDENTIAL AREAS,8'THICK IN COURSE COMPACTED TO 95Z MAXIMUM DENSITY. COMMERCIAL AREAS,AND IS TO BE PLACED ON A MINIMUM OF 2"CRUSHED SURFACING TOP COURSE COMPACTED TO 95R MAXIMUM DENSITY. {V mA DIDLRTW6xT 0!PUBMC ImBb9C'% D!PDBMC Wm(0 O ,Sy p u DPAREI�NT 0!PDBMC WDBm STANDARD DETIL ♦ O DARD DETAIL O STANMRDC STANDARD DETAILS NUMBER " ormrnN STANDARD DETAILS NUMBER .•nn. STANDARD DETAILS NUMBER CCEMENT CONCRETE DRIVEWAY APPROACH R_220 ; CEMENT CONCRETE DRIVEWAY APPROACH R-230TYPE I yTYPE 2 a<o PLANTING STRIP R-26O = E CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 THIS PLAN SHEE HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. C13 O1 C24 BEFORE YOU DIG BY: 22X34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE THIS APPROVAL VALID FOR I8 MONTHS P W D#3985 A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H------------------- s i -------- 0 __ Z a�30� ------------ LO ---- __ ---------- ---- _ v ---�\ h -'�� T — W �� \---- ---__ -------_ L>_ _ g 03 - -1 ------ 04 -- ------__ >-L 1 I \ ----------- - ------128- ooQ _ -)-- Q oD ---- L---- -- nd aeNlmve- a- -a \ State _ \ _ b `-� Li �___a___ o- p-� 72 4 6'Tall Board z _ 4 _�2L4 Fence - M Lot 26 ( �� . -r 8 _ "� o — IIF IIIr CB-TYPe-I � L9��V A II AV h�A �� Lo}25j Lot 37 ;� - Y I _ I I. } Lot24 � I: I� Lot60 I /%•/ 3 \� V / I ERS FOS - � I: Lot 36 - II 'I � 1 I v / ,•�� r / 1V �.I /\ VA ��V Al a• I I 'j� I I Lot47 I 23 Lot I I� Lot 59 1 / 1 I I -i ./' n1s'on each yzs' Ex 3s' Lot3b p, 9 � E Necmcd/F ty, "I ROW ER'jI II I Lof 22 p Lot 46 s FN 9ialnaose u 3 J/1fBENCNMARK 2r" \ V I V\ r 1 I e 17 oo Lot 58 Jno.ea.eonlroi FJSRee¢,��G` 1' I \ \ I 128- I , I I / r 3105JIfl/07/70/➢/ LO}34 I _ 3f- hJ/.Nf ltb+00 I ONAL 1 ' I Lot 45 I 0910712025 Lot57 it _ AF.K 101\063tb757 •a - �Lo121 I II Lot 33 I i v - oo.oz 1 v Lot crag Ira I I O'0/1 � f mo- - form 9 I gs shall I. i \ � I/Ihe W",1W'o/ R V I ,' I I I =- �---__ hlws vnom Lot56 I I; I TraetC / --€aserevymeswUs� I �h / - AFN2/74841 r I I I I s by I i - I 66,890 sf/ .recce n/ oeededbY lIT _ Lot 20 � 5D 12 - � / �e meat Borten I, 32 L Lot fl. 9/an/�dv4/a �F o \ I I e I �- I I I SD�12s I' I -\ CB-Type-I Bubble a Lot 43 f Rol ron[[c -Bubble-Up ! Lot55 wr�0� B Id Ash 92 WA3Af723 / _ I 0 m _i�i di v ot19 I ,I aeoi Pert ;� / •. 0000� d''��f1Z r lean dra' ck.B /�\I p��Q))»N ( / I � I � I Qy' Lot 42 I fro \I I I v 2c Lot54- auoo��e, { I z 1 ad I. Lot 18 I, Lo130 I dl � � � •� / !:. / :`�� I Lot 41 I 16 I Ir 1 �ry + 16' Iot53 u� -- °.�• AI // .II /II 11�n1 �oa A $12a'' ultlngDrancll r "YI Lot29 pert Ppe an o csedeof Lot 40 III a to cleandrainck BMP Lot 52 / C Lot 16T512Alrm Lot2s etennan �9 i, 1 �dO1S� o� ' r11 / O cle Emergency ? Lot 9 d I I I- �- Ir.,, � Q fff 1 e low of 51 - -- Ex.30 Ace Eotemenh E.6 P ee:monAcce O \ / Lot 15 t 6 I vct 9f _� brdocumemrecaded Eoremen/oe,AVN __ _ �, - (V •� 0 0 Lot 2T\ 3,367tf and AfK 70170Q]001S7 Z l l I I c16 l / v v -- 'I Q 2m804o2vam I rn� 7— if I Lot 38 \ �� I/��';. Q c Q Lof14 _ �I I ,1 'U. 3 I 31vsn-azt-af7-a2 Cl v _ I l \ I2a� oII� _�124 - - ---�- - - -�=- Lam • m > I crJ/n1ermennac I I I I I / \ v` -`I < < n O r W _ 741➢AXh S1.NE / SPllt-Rail �q�O I era CNo 1 Lot 49 \c c A,1%91o2 WA 98223 1 Tra 99 E tra ce. TA 200 89. I _ � s�w,naan seEosemen/ 1 \ _� I R 2 LU _ _ 000�1 I o© A�>?a � 1 ---------III-~""" _ ,1 74' � � LO/ �=F T_ ---S - 'J� M d u rre rod ^O r \L v 1 I I \ I \ IMersec Ion — ,� _� PIPatE �� S5 —__I�/T underAfN7a 9,9 sf � // �i O Pdvar Drive A, TA=1o+s.43 --- _-- �-� _ O_� � � � � I /I I n Pri ate Alle STA=21+(t).31 I I "I _T T! 3------------- _I----> _-- I _ I_a r W/ I w�I Y In rsecNon / V a o 0 0 h �I ^ Private IIey,STA 15+00.00 �e[;;;�;, sly �.T / r o•� rI I LU LU o \ /?' L1 .7-'✓✓✓/I I� \ ?2� II o \�/ 1221 I I A \ �I I 9 elorerentlon cell °ai s ° �`o $ 8 eloreremion cell q6 y / E.1vSl oohoyeEoremen/ i_ r .�..- Y ,I Q c s Bolan ° o �� Z' % A.Rp�zv/e03o9vss� T� Z�� + g ra n Coll ton sysfe I Y Pe/ omposetl of erf p pe a d backfille 16 12 z - -'� T r Q .� wncI k.BM P T510Alfy) C16 C16 Em :$?:6::: 2. �_ _ fIA r �� I U El ergency a�L> > >_> nt dlon W Overflow T �� I \ 204th St I� 37 z 0 09.70 1, > p� ! w > ,T��_ -- -�_> - Wes},pl le, = 00.00 Q _ n 2 Aisle ----- -- <- -< �-< ---13-n--4==�-- -- - - � _�_ - IorySewerEwemenl I � /.yp F.N911rA2104f8 -- - -- - _ -_ _ owoedloano�- 8_ .'f --r- I \ �<<-- = o �L> -- -- --- -- - -- �T�� - - E0 I Q Q' "" ( I/ ore / Ito -_ 1zo -\� - --_ l emenl - -- --- -- -- --- ��-I reuaynaRoodau(N 1 �- I RE.3ounone:E.renen _ - 120 -10 '-'_'_>_>_ >_ �-�----- 22021m' I n �I r x �ntr,,e en overflow - ---- r -� 137Rff(-003-v47-A9 FI\ I II I a,\ .� gencY-\R_utd \ A.FN 891/70vs55 Y 99 /✓ >, ��y I I J ss � I155 '_� Blorerennon Swale system to ro uryonNrttc ppa 1 IMerzecNon --- ___acceptsrormwater sneer now lrom� - \ �\-y �y I/`qs� I las E.1rcNBNlreor /Aeresa / >,_ 1 o I I\A2. wa/cezz3 II III \ l -- ot� --�-- n an (rand-6onorEr rrooes2vz1 nes�2s \0 '_a / / \ -`_ �W est Aisle,STA=4+99.92 phP �--s --— _—__—_ 'aa"edrr v / trance=STA=2�:oD.Qo__--- E arvr-ecydo��zv2issn/ __--_\ __-__--I Y _, F v S _ ___ .ems 1 srv�ao ------------ A �� E,:3oAoce.�Eoemenm e Per \i /miAroos b oocomen/recoared A v one,A.FNza/7asxn7sz 310S11-0030300 r Ti STORMWATER MANAGEMENT OVERVIEW PLAN E 0 30' 60' CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 �' THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS Scale:1--30' PER THE CONDITIONS ON THE TITLE SHEET. C14 at C24 BEFORE YOU DIG BY: 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE: i THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s ---------- W Lot 9 - % e A//e - f - ------ w -- I z� �aN Lot$ a r I / >Q 3�o, J o �I /- �n� i �I � Q� R '0 o Y m m m I 0 1.7 ' / P Ij I D/ / a o o � c I Ir5 I _ 'I Entrance--- ---- �/1I1 v / sD-12D o // co v l i Z -— ss I SDC ce-type-1 _ / r j —I", a - - J [ Tract ' - _ 35,954 sf -- T _ v I -I raft 998c6-73 - r ^' 3.367sf •GTS..... .. B-T f w 124 � I _ a �I I Lot? • �� o e •�A o Q -- -- --JwL- - -- --- -- -- --12a - -- -- -- - : o 'C �Ia I r [ 12'-Standpipe SDCB-1 1 I I CB-Typ-1 Bubble Up I r Lore I SD-12s I r Dedi a M v v d d N�sc 1 i � I O ill O O O O O I O O O II 11 Lot 5 SDCB-14 r „ L II I 3 - �1 I I CB Type 1 r 0 30' 60' S ONA �2 STORMWATER OVERFLOW PLAN AND PROFILES 0910712025 Scale:1"=30' 150 150 �h at ao 140 <ro� om West ZZZZ u3w uuz 0000_ "' � � Aisle °=`<w»>m auoo.� < 130 130 Proposed Proposed Design Ground Bio-Cell Bio-Cell 99 99 E sh g,r ce as as 120 SDCB-181 M O Z CB Type-I SDP-14 0 a Solid Lid.Sid 46 LF 17'SD Q 55 LF 12"D 5=0.50% i 5D-11 Private Alley 21+30.22[-65.8'Lt] S=0.005 00.11B:120.47,Sta:9+92.16(27 Rt] Rim=122.93 110 IE 17 E in=120.47 110 Q m M DO (17 WI out=120.47 SDSP-11 SDCB-12 SDCB-13 SDCB-14 J 12"Standpip CB Type-1 Bubble Up CB Type-1 CB Type- Atrium grate, Atrium grate,Sttl std grate,Sttl std grateISid - Q Z Z Private Alley 0+90.901-77.0'Lt] Private AIIey 20+09.48[-77.3'L Private Alley 18+32.58[-9.4'Lq Private Alley 17+86.89[-9.1'Lfl 3 O Rim=122.35 Rim=122.00 Rim=124.64 Rim=124.49 y O IE(17'W)ou 120.68 IE(12"E)in=120.00 IE(ITS)in=122.19 IE(17'N)out=122.42 O n_ 98 IE(8 N)in=120.00 98 Z ^8 mg e� ^o Q =� - =gj - - _ 0+00 1+00 2+00 3+00 4+00 4+37 z0 Q OVERFLOW STORM-PROFILE SCALE:Horz I'�20' J (2:1)Vert 1-10' O CL 3 Length&Width per Plan O (min.com.I.Fve floor area=700 sf) J 1 W Year storm ILL a he an w/Compost w 7I — --ss�i: ss "Clean chip,coarse V-Max P550 Turt Reinforcement or equivalent d I W I U `o sediment filter N rl I r I ~ LO13 Bio-Cell Seed Mix 0.5'Freeboard — O c _- �. .41'• J a`a i II LU Lot 2 b p.� 2 > Zvi Native or CC I 6"Gr el[21&f3] Sructural o L E I I r t 1 506 „� I I " Subgrada to ba scarified to a depth of at least lot prior tol J INI Lot 1 / \ Ir_ y e �� c gravel placement.Do not smear surface.Contractor to Q : O / \ I O /O consult with Geotech to ensure gravel connects with clean Bioretention Cell to consist N C�®�IB14 recessional autwash sands further excavation may be 00 of materials specified in ��1�' ecessary ntl subgratle backFllled with imported clean sand. CI6 Bioretention Cell Materials, d n I 2 / Geotech to provide written acceptance of Bioretention cell O N 122 Typical Section Detail £ systems.•,`: I 1. / Bioretention Cell I I SCALE:NTS -_ CALL AT LEAST 2 p I I :<•:>::•;:•::::<?'�: '•;:>:E.. ' - -- - -. BUSINESS DAYS = 77 BEFORE YOU DIG - 1-800-424-5555 i I fr-- _ - E J/ r w w w \ _ __\ �� / CONSTRUCTION DRAWING APPROVAL SHEEP 0 I r �1Y7✓zTte Strare n -` / THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED C 15 l-.L4 v Ir _ PER THE CONDITIONS ON THE TITLE SHEET. of /-�r� v r __ ___i_ ® 22x34 k - - BY: DEVELOPMENT SERVICES MANAGER DATE: THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s au 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: 1. Maximum length of trench is too tees from inlet sum - � midin d stock the duff la d}o t designated,controlled area,not Two acceptable criteria for Bioretention Soil Media(BSM or CAS): flow will riot be blocked g is any areas requiring grading remove an pie yer an topsoil on,i a in a2. Minimum s a n between trench outer edges es is 4 feet. (soils opening). min below cur a adjacent to public resources and critical areas,to be reapplied to other portions of the site where feasible. • Default Bioretention Soil Media 3. Fiber fabricPequ eft over the drain rock gra JUY-yYUJa' V • Custom Bioretention Soil Mix. I/2" o enin Erosion pnOf O W u Soil quality:The resulting soil should d conducive to the Nee of vegetation to be established.All areas subject to clearing and r g)' Trenches s Co�cled tli that have not been covered b surface,incorporated info a tlraina facility d as structural fill L ° 3" protection Using fabric or q. Trenches should be constructed at the end of the 1'Min back9// Z o-) grading y imraimm t sudrainage y or engineers be 11 Default Bioretention Soll Media 29 rock. develo t construction, i N or slope shall,at project completion,demonstrate the following: Design Criteria for CYSIOm Bior@f@MiOn SOiI MIX@s Projech development Fri/Fabric N • A to la th a minimum or tier content of fen t d ht in lantin beds,and 5%or Her Projects which use the following requirements for the bioretenfion soil media 5. Avoid smearing soil surface at bottom of french. O 5 O n pso yer vn gancma percen ryweg p g genic ma which prefer to create a custom Boretenion Soil Mx rather than BIO-SWALE Smearin be corectedb k 1 tIl onten}(based onaloss on'gnrfon}es})in turf areas,and apH from 6.0 to 8.0 or matching the pH of the anginal do not have to test the media for its saturated hydraulic contlucfivity n the default requirements above must demonstrate "a\ Smearing yra rig or too ling. {I`r-6"m'iinn C"n9/dw C P N using qu remen .4.�. //\ s;k.kA 6. Trenches may be located under pal it a small 1 6"HexWe undisturbed sal.The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of compliance with the following criteria using}he specified test y•: ,;; /\\//\/ \�\'�� Z fill Q P f f dments needed to meet the cntem.Subsoil,belawthe topsoil Ia hould be scanfed of least 4 Mineral Aggregate method: firth /\///\///\//�//\//s yard dra n or catch basin wdh grate covers placed of /c'dPlPe incorpora'on o amen pso' yer s Percent Fries:A ran f 2 to 4 t the#200 sieve s ideal and \��%�%��%�\�\� � �\ 1\�a\v�\' the end of the trench p pe such that ovenlow would 2'min - CV inches with some incorporation of the u material to avoid stratified la above o percent passing ur ♦ Q rpora upper ma yens,where feasible. out of the catch basin at an elevation at least Features Lr3 fines shouldASTM above5 percentfora properfunctioningspecification 1'min � C`O • Planting beds must be mulched with 2 inches of organic material. cording to ASTM D422. • CEC 25 meq/100 grams of dry soih 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 • 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 far"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 mother content and after the �M 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 D2974[Standard Test Create 1/2"deep drainage systems.This is intended to prevent saturation �24"min A primary screen. I.R. O 2.Compost used in bioretenfion areas should be stable,mature and denied from yard debris,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 N Method for Moisture,Ash,and Organic Mather of Peat and failure. 00 Q organic materials that meet the intent of the organic soil amendment specification.Biosolids and manure composts can gradation coefficients: expansion joint How it works aD g p p pas 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 hi her in bicavailable has horns than compost derived from d or plant waste and therefore are not allowed in Coefficient of Uniformity =D60/DI0 equal to or greater than 4,and (a minimum every 10') ( I The steep angle of primary screen bioretenfion areas due to the bill f exporting bio-available phosphorus in effluent. • Coefficient of Curve Cc-D30 2/D60 x DI ter than ore I to 1 ' 2-5 percent fines Passing the 200 sieve;TMECC 04.11-A clean RR ballast,or meet WSDOT Sid spec 9-03.12(5) poor ni o Po g p p I I ) )Brea qua Gravel Bacilli for D II -Setback Note: enables the action of iz a water to wash 3.The tom t must also have an or matter content of 35%to 65%,and a carbon}o nitro ratio below 25:1. and less than ore Measured(initial)saturated hydraulic conductivity of less than 12 rywe s pas genic ma gem ra anal below 3. the screen and minimize maintenance.A 4.The carbon wlanos regio.may be as high as 35:1 for plantings composed entirely of plants native to the Puget Sound The .Wi h iodi t is often supplied as enough adequate inches bLyo f Granular ul D Sol,(Standard Test Method for Cement SIZING CRITERIA: All setbacks subject to geotethnital approval. Lowlands re ned.With compost this blend provides enough fines for adequate Permeability of Granular$oils(Constant Head))a}85% Concrete Curb BMP Ts.lOA Roof InflMation trench systems shall be secondary stainless steel screen keeps region ee sized 30-LF 1,0000 mono d to the trench. mosquitoes and vermin out Of downpipes. J • Calculated amendment rates may be met through use of composted material meeting there h above;or other water retention,hydraulic contlucliviN within recommended range(see compaction per ASTM D ISs7(Standard Test Method s for &Gutter per per p conveys y g i os g requirements below),pollutant removal capability,and plant growth characteristics for Laboratory Compaction Characteristics of Soil Usin Modified Detail 2 clean,n shall ensure bench Medium connects ati With the removal a ter secondary organic materials amended fio meet the carbonA nitrogen ratio requirements,and not exceeding the con}aminanf 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",gift 6" Tiench ti4ed w7h I-%" aggregate gradation below,those soils may be amended rather than ASTM D 2434 When Measuring Hydraulic Conductivity for �" 9ex p o/eft log"C/eon�9l when rainwater is not beingcollected. y Implementation Option', 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 be applied to vary the r 0 Percent Passim 10'min House o Option 1 is only applicable to sites that have the original undisturbed soil native to the site.This will most often be forested Sieve Size g angle of which the elliptical primary land that is beingleft undisturbed in the current t. 3/8" 100 conductivity is determined by applying the appropriate 2'min O proiec screen faces to 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 a o tW < P 9 9 P #40 75-90 g Expansion joint Sokpolid debris.After observing the performance f!• < a. Scarify subsoil to a depth of one foe}. 1140 28-40 If compost Is used in creating the custom mix,if must meet all of ln4Yo/ion C pppp pnd p Q b. In planting 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 arborsf wood chi bark mulch,or compost mulch to planting beds after final planting. Infiltration rates for the InHlal placement of Bioretenton l 4 CI6 connections achieved. J <Apply p,coarse pas p g p g. SCALE:Nis Land Technologies,Inc. Length as required (Altemahvely,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 lOawatpoul to meet min floor area above,as determined by a licensed engineer,geologist,landscape architect,or other person as approved by City of Callon Exchange Capacity ensure vegetation survival. t7velf/w Installation Arlington). Compost to aggregate ratio:6Q65 percent mineral SaGd�ppe lobe uredlrom The Leaf Beater®is usually mounted ER S.FOS aggregate,35-40 percent compost. SPECIES WGT/PERCENT sPiarbaock for�/ion to lrenan directly under the roof gutter,however it .,-k�,01 r Option 3:Disturbed Soil. can lee mid-mounted on a wall fio make it Organic matter content:5-8 percent by weight. Primary Option-for Cegs/Swales YwdCB Stockpile existing topsoil during grading and replace b following the Stockpiled topsoil must be amended if needed sump w/Liu' easier to access for cleaning. to meat the organic matter and depth requirements by following}he procedures in option(4).Remove forest duff layer Cation Exchange Capacity[CEC)must be 5 /prod'12"oepM amended 5 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 So. mores ''PT 799 M croclover' 216s per 1000 sf sWy d/lyp/ The Leaf Beater®range includes three the above specifications do not have to be ' I+IPJw variants and connects with PVC and - weed baler lava table from nursery supply stores)}hat sheds coo store yet allows airflow meeting - 4 } "`.�; P+ "'�i°. metal downpipes: 4 tested for CEC They will readily meet the minimum Option 4:Import topsoil mix with 10%min soil organic matter content. CEC. secondary Option-for elo-cells 12 ✓/\//v/ .smoa/h berwjaia //\//\//� 1.For rectangular downpipes-2'x3 Ef'�'cnTrxE°G Import topso I nix of sufficient organic content and depth to meet the organic matter and depth requirements. Compost 2.For round downpipes-3"and 4"round. S/aNAL EM To ensure that the 3SM will support healthy plant growth and root development,contribute to biefiltrafion of pollutants,and not restrict PT 769 R&R Eco-Turf Mix with Microdma 5-71bs per 1000sf Appzx 5a, infltration when used in the proportions cited herein,the following compost standards are required. S Min -/21-H 0810712025 NOTE:All yards,landscape areas,or disturbed areas to receive f t inches of Compost Amended Soils Guatro Tetraploid Sheep Fescue meeting the criteria of BMP T5.13.Careful removal of 9 inches of the onsi}e Fares}Duff**could meet Meets the defininon or'composred materials'in wAC 173-354220(including contaminant levels and other standards),available t6°min enemetn this requirement if property protected and cared for duringthe Construction Process. online at http://www.ecy.wa.gov/programs/s Wa/organics/soil.htmi Bari Perennial Ryegrass _ * nition testing off Or anlc 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 =/ H —Ignition 9 9 P Y Min I'above Seasonal 24 independent soils lab. blip://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 tunic of other li d or to as defined in WAC waste. Type 11 as APR'oreo8"A?" Type III",including iconsumer food waste,but not including biosolitls,may be substituted for recycled loot waste.T II and IV ry ption-forswa and may be required to bridge connection- • 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 bbretentort fac'Ites or rain gardens �j B 12 CASoepM Stable p m PT 870 Clean Water Services Low Grow Swale Mix 7lbs per 1000 sfow oxygen use and con generation)and mature(capable of supporting Plant growth)by rests shown below. s s critical � DOWNSPOUT INFILTRATION TRENCH -�� ••� to lan}su cess naboreteni on sal nixes /*)l1�11 P c Turf Type Tall Fescue JVJ w m Moisture content range Aside s 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 n accordance with the U.S.Composing Council Testing Methods for the Examination of compost and Composting" 0000 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 _ Creeping Red Fescue O 3 now use these tests. RainHarves}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 Parkway North Drive a O n 0 rr w a,Q Ate", dix of the Low Impact t Technical Guidance Manual for Pu fSound igrass CUmming,GA30040 appen pat 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 sf Tel:770-889-2533 Coin CIS Amended Soils the pH or,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 p NOTE:Any substitutions must be approved by Design Engineer before any hffp://www.rainhorvesi.com/ 3 J I J --- biorerention area. app specification,. /filtration/pre-fltmfon/downspout-filrem.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 of 40%(TMECC 05.07-A) Downs out DebrlS Screen 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 ---- C: m • Maturity greater than 80%[TMECC 05.05-A"Germination and Vigol') race specified forthe seed mix being spread.Hydro-mulch at the rate of 50 0 a Z• Stability of 7 or below(TMECC O5.08-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 toile may be cleaned of.11 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 Suzundppe w/12'V L o 0 a (Seed by ProTime comes pre-coated.) DeGmtcreen rig ol4'=B"Rrpop,/2"min Q m Bioretention Soil Media s oe/�28 wpm - SOURCE:Pro Time Lawn Seed,Portland Oregon 503-239-7518 SCALE:Nis ---- ww.ptlawnseed.com Atrium Glole Q <i �� PondTaP oeWssaeen R-ol'iid 3 J z.Uniformly tied coarse aggregate wsooT s 9-03.1 4 C'croshetl Bioretention Cell Seed Mix /P� / / i a �,�,o -NOTES 310 SCALE:NTS 6"min ��1.soils per Bioretention Soil Media detail.Mix to be certified norruplacement.Compact to 80%ASHTO proctor. n P ygra ggregae pet (� washed ston AASHTO size number 67,(or equivalent) max WL 3�� max WL £Z W [36 Uniformly graded coarse aggregate wih a wash loss of no more than 0.5%,WSDOT spec 9-03.12(5)Gravel Backfill for Drywalls,(or equvalent) --- - -- - �/ /\ _ / CC r C I46Fne Sand WSDOT spec 9-032(I)Grad rig for Surface Finishing applications.'or equivalent f - J � Q Cut IE to 12"S/and-pipe Where lining is required,bind 12 min ih'ckstle-wall liner" r••Fac ea Lnng per DOEVS - downstream CB shall outside of storage volume area(in surounding soils).Liner not 4.4.3 compacted fill or clay I be he less than the e•e.n; �' ///// 72 Oul/e/Ppe = �' Z Flier Sand Specfratnn Table to be installed above pond bottom elevators liner, I Z inn ink,compact 95% ax WL in north cell / T.\\l ^O w u S.Si... Percent 2 F ne Sand[4]and Compost [Most f ns fie soils n lower area m \\\/ / O number Passng Sdeslopas (70%sand,30%Co post by volume) meet th specification] -I p4 9S 100 P plan& Recreation G mbric Vmax P550 // LIJ �/� tl fa Is A i R /7"90°Ben ' v All ftt rigs to be glued #8 7o-100 (S B fenYgn, T_ for specfcatonL 12"S/ondppe 12"O'haiRpe / Q or restrained. v #30 25-7s � d"min MicWronC Q as0 9-30 �s{ttJ S�^,-!,-t C A S M �{�i '.i �!�\\. 12"Tee 6"/IMck Cana. supP0.7Pad Z #100 c2 v„ 5"'� "";<S'` R.. tupPalPad < #20o a .j. T Standpipe Overflow o !I NOTE: `''J SCALE:NTS --- Clem o 4x8 Sand SpeclBwtlon Table This Plan demonstrates one pass ble connection scenario LL,[ Ilmm for footing drains.Alternative connections are possible. U p Us sieve Percent structural R cc Beds rt� o Number Pessing slope(typl -� A u.`r Subgrcdato be scarfied fio a Roof drain ns may t f made to concrete storm structures 6"min die J m Q 3/8" tan ��`./�\\' depth ofatleast 1-H to Roof drains may not Flow into or back-up into footing drains. Cleanout Q �j E Bioretention Soil Media ItI P prior grave Smr,al pe >� w pq a-fin q,FImr5antl placement.Do not smear surface. 6"min die Clean-out O 3 a #g o-10 6"Sand(See Spec Table) Stand- 2"4x8 Send pipe as needed #1po -.56'Rock e'clean,uniformly graded coarse aggregarelz] 'From Yard Wyet Yartl ote2 O O IS #200(wet sieve) o-o.s Footing system .- I Drain or Wyetie-in - o � E Downspout 4"-4",4"-6', (as req'd: /��\` Bioretention Cell Materials Specification-Typical Section cenneafie° 4°-B°4"-,2") Q .1 SCALE:NTS Footing From PH., Q i Drain o' CLEANO IT Downspoat ul Da Removable cover[1] 65 Removable 6"Clean-out Plug[4] NOTES: Connection Connection Cast iron or HD polymer tin and TABLE-1 PVC Sleeves 1. Required if any Cleanout/standpipe falls within a pavement section 0C C P Y 9 or adjacent to pavement. Pavement cover per Table-2.See note 11] Riser Pipe Ring&Cover s seve 2.Ring and cover must be rated HS-20 if used in paved areas.See 'Fain Prior ° Dia tin) Did (in) Dia(in) }able for sizes and recommended parrs.Equivalent or higher grade Downspout arts may be used. 6,8,orrd Tee 6 10 12 P Y Connection Roof Yard system 0 3.Cover for shall read"DRAIN"or St blank(no label). CALL AT LEAST 2 =8 12 12 low 'From Foot rig Drain 3000 PSI coot. � 4.All bolts shall be 5 8"-11 nc 304 Stainless S}eel socket Allen head. '! /15.6"Clean-out Plu /Cheme 6"Ori Original Gripper � ) q ) orConnecton BUSINESS DAYS collar,cos}in / g,( g' per PN:27 261 ore uiv a .Sirucfural� \ ,`\/\\� 6.Cover to be flush or 1"max below rode n landscape areas. FIOw a plathic min Soils %`�/`/ \ 5"min depth ri p DROP CONNECTION BEFORE YOU DIG / /� P 7.Riser fio 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 Part-No Description Dsgn-Load Rating HDPE Wye,or Tees may be used for footing drain 6"Wye fio E Dia in 6",8",or 12" CONSTRUCTION DRAWING APPROVAL PVC Sleeve,12'min Riser pipe w/ systems.Flow from Roof System shall not backflow Roof-Yard SHEET length.See Table 1. removable plug 6" Carson,HDPE 910 9"Dia 10"-lee 30016/sf Ped to footing drain system. system THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED SECTION 8" Fibre a coin osite FL-08 9"Dia Valve box,1T'-lee 8,000 lb/sf Ter-8 F� PER THE CONDITIONS ON THE TITLE SHEET. C 16 of C24 8" H-serms,�polvmer 910 9"Did Valve box,l O'-deep 15,0001b/sf Ter-15 ROOF DRAIN CONNECTIONS DROP CONNECTION START Traffic Rated Cover Cover 8" H-Series,polymer 910 9"Did Valve box,10'-des 22,500 Ib/sf Ter-22 BY, 22x34 J SCALE:NTS ___ 12" Carson,plastic 1419 14"x19"12"-tlee 3001b/sf Ped 7 n Downspout Connections DEVELOPMENT SERVICES MANAGER 1 12" S nenech,coin osite Duo-13x24 13"x24"box 12"-des 1S,0D)Ib/sf Ter-15 I L SCALE:TINS --- P W D#3985 DATE: THIS APPROVAL VALID FOR I8 MONTHS g A PORTION OF SECTION 1 1,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. s b"Hi h Pressure Gas Main.Conti s be shall coordinate _ _ CITY OF ARLINGTON 'w h y \ \ -- ` with Cascade Natural Gas before conshUcfion o a L4 Pee- 1 7 WATER work sha))be in accordance pact he approved changes current a Y, a a a a a + a i _a ----a-_a -a a - - - - a a WATER SYSTEM CONSTRUCTION NOTES: L15 c- dity approval. Ni l --` edition on of the o a pprove pans an _ _ a---a fArlingtonStandardsands ca ohs An an o edesignre after t a---� �m a---r—m I - - --- -- --�p ' -�- 1 �14 01- --- --- -6 -I- ��- -�- --- ]9 LF 14"D -- -- -- a---a �ro��g764 LF 1Y Dl -_- 1- ate Alley 7 52[86 Rt] 2. All materials shall q i � \ e M---I I Tee / ------- ---m m \ --��- ___ 61E Q''Dl-__ _ - I-1ThrZ' Blocking(W'FLI) JI and ometlbey the city to delivery to the j Pb site.Maternal \ /y Y [ ] r - ---_- - -- \ - m �__ ---- - -- V z specifications shall be lJJ V \ \ I r12"DI Tee MJxF9[8 _ Q e r m ere �m - �r m 3. Water and b shall be cement-lined ductile iron pipe class 5al submittals are required -13-/ I r nl n --3 12 tDI Tee (MJxFLxFL) J) I I Tee _-_ LL O -- 8 Private Alley IS+25 13 Rt I_ approve y city. Prior to scheduling faction conference. Z N \ -_J V fi 2 unless otherwise \ See separate ware desg pas Thrust Blocking W-160 i Private Alley 18+33 12 Rh m y [ ] nnP N \,e76--for north extension of 12"HDPE g I ) 1"Water Meter ervlce __ y [ ] + �, 7��I-12'k6"DI Tee[MJxFLxFL] __` rV 1 r 4. All service locations shall be field approved by the city prior to installation. Q \ II -1-12"DI Tee(MJXFLxFL) LLF �r 25 LF 4'DI 1"Water Meter$e ce �u P water main creek crossing from Tee. / (typ.)ICOA W-040) 2-12"Gate Valves(FLxMJ) > \ II III I Lot 26 2-12"Gate Valves(FLxMJ) '© } 1 COA W-40 Existing Tee 5. It is the contractors responsibility to locate underground utilities by calling one-call CV / I-6"Gate Valve(FLxMJ) (yp'1 I 1 I underground utility t 1800-424-5555 48 hours to construction. Q LO \ I I 1-12"x4"Reducer FL) - - - _ Lot bi Contractor shall remove groan N locator(- I prior �- -126 / I 1� aI 2 I-eler Reducer(FL) blind flan e, a} /, Meter Service Manifold I \ B drat g an g s provi y V p' 4 Meter Service Manifold '\II / I� - 9 st e 6. Adequate trench sheeting WI and/or shoring hall be dad b the contactor as NOTE:The extension of the / I P- I 1-4"Gate valve IFL) Private Alley 17+63.7[29] / required by OSHA and WISHA. L .0 �I I _I-90°DI Band(MJ) _ _- - 5-`valve,and install: � water line north from the Tee N I I III I 1-90°I Bend 11 1-4"DI Cap(MJ) �_° - 1-5y"Hydraene W-O70 _- t `TTee W( ) 7. The pipe shall be installed by following the finished grade profile wherever possible. O _ is independent and entirely ( I I 3 1 r of cap(MJ) 1-12^xs•DI T �M1xFL� r 2"x8"Increaser FL Cl) _ p Y I rI ThNs}Blocking(W-160I 1-6"DI Gate Valve FIxMJ \ Private Alley 17+50[83 Rt] ThNs1 Blocking( 160) The depth of cover shall be typically 36 inches 3 feet se crate from the Harmon I III I I Thrust Blocking(W-160) I 1 ) P YPica Y 1 I,and maybe up to 60 inches CV p y I I I Lo}37 II 6 LF 6"DI Spool r I 1-12'DI Tee(MJxFLxFL) IS feet)with the approval of the city engineer.Water mains under the state for od Q I\/ a}Arlington Civil Permit. 1 I Lot 25 IQff 48 Hydrant Pad IW-027) , 12-12'Gate Valves(FLxMJ) county)highways shall meet the minimum cover depths required by WSDOT(or III I "War Meter Se ice l Irngation Meter Se I(COA ) 60 Snohomish Count \ I I III Guard Post[W-030] r 1-12'Blind Flange(FL) Y) Q / I Ityp.)(COA W 40) w/DCVA behind(C 090) Blockin W-160 I Thrust Blocking W-160 91 ] 9 I 1 8. recominr deflections shall not exceed one-half of Pipe manufacturer's z �� ✓ II �_ / / III I 1"Water Meter Service 'I ? ommended maximum deflections.Bends may be required to maintain proper (tYp. COA W- I rr I water main alignment within easements or public right-of-way. J / 3 J 9. Water main shall not be placed under sidewalk,curbs,gutters,or any permanent J I ILot 24 Lot 36 Lot 47 \ structures without the prior approval of he city engineer. I I Lot 59 10. No connection to the city water system is allowed unel the new construction posses a \ \ I I 3 pressure and purity tests,and has been approved and accepted by the city. II 33 oo 0 ° 11. Prior to making connections to he existng system,contractor shall field verity the z 3 a q ' location,depth and maternal of existing water mains at the point of connection. p r O \,yy� \ ) I I I Loi 23 j j Lot 35 j Lot 46 h Lot 58 A / \ 12. All water lines shall be a minimum of 10 fear nonzomal clearance from- -e sanitary �(��' I 'o sewers.When water lines cross sewer lines,me minimum vertical clearance shall ll be O W s 'I )..- - C- 18inche,. 6 W a \ \ I I II 1 U 13. a fill the main for flushing,pressure and Panty rash,thema contractor is required to use a an approved meter and DCVA.The drain remain in the full open position to i i I I 3 Private Alley 20+07.5 1771 I- I II prevent backr tie into the through the drain hole.After nfecte sleeves resting,the - I Lot 3a ^ c --_ I A \ I I 1-8"DI cage Valve(.J.FLI LO}45 Lot 57 III _ -i �. 14. The contactor shall contact tho system,y fe valve sin ire io tart authorized spool Pieces. 1-Sy'H -i- wilier into the existing using disinfected sleevesan 61 Spool DI Tee MJxFL I 1 III I I I Hydrant Pad 1W 0201 I II E 14m n/�a d dunde,y v Ii I" r 15. The contractor e city for valve operation.Only ihorzea vIA. � 1za-- I I 1ErDl ) I Y Presentatsesof the oN operate cityk O`. -126--J III / / - ss Conn tor's hereby notified that since filling and flushing will be done through a \ I Guard Post lW-0301 I docu e ` act on control device,low velocity flows may be encountered Therefore, /I 3 Blocking IW-1601 Lot 33 I v ,- +term+shall be made to keep the Bunninstallation.rh s ma 2 1 I r{ A.FK M17063007S2 1 incl de swabb'n the rh keep th edpe clean gy /-124--- III I / I 'III I i' Lot2t 1 vvv I Lot 44 II Lot 56 ° include s pPew _ _ - - agencies. ntoa+or shall perform temporary soil erosion and sedimentation control,dust 5 r a 16. Thoeco �I / / III I IIII ------ 1 00 OZ \\ Iw>iI hoLno se control,and traffic control as required by the city or other applicable 0� I 1 "-------------- -- - °e _ _ °f - 11 III r 6 p permit loin city pp agency. F c61ERm 02 17. Cutting and patching of road ways shall conform to the requirements of the SS/ONAI E� -- \ -___ " 3, � right-of-way 'r of the }her applicable a \ I u ,�it 18. All in-Iine"Beim joints shall be restrained with field lock gaskets. 0810712025 J! Lot 20 Lot 32 1 Lot 43 I Lot 55 I -s�. �I ,ry 19. All fittings shall be restrained lornrr and have thrust blocang. II r NOTES: \ s y \ I j I II I II rt Ba ldina Hean Lot 31 r on�1 li I 3 Lot 19 � I LO}42 Lbt 54 > ,- / Bartell Peak Root Height:39'-Sse O U III I I I. // DIU91 Max Eave Height.28'-45'' 0 O win a stones maximum 204 o m I I l I I I � I-�a v � I I+ �,I� I I � I I 1 I � 3/as/1-o03-oblcn �iv M I i r✓ RG/N Z Z Z Z 11 I 3 7473041hJ/NE w u Z 0000 I / III a Lot30 1 Lo}41 v I O I A g/o2 WA➢8728 u 3 w---v-m Is Lot 18 J ILot 53 ��< L i �I I I I 1e oo i1 auoo��a - �V �^ 4 > I /---t22----_ I I " Lot 29 Lor 40 1 III Lot 17 1 I � I I LOT 52 I �-_ -4-_' --�-<-��-� I I I mm do15 O I 0 N Z 1-- ---- 3V A—f-nsemenn a \- III I 1 Lot 28 I Lot 39 -\ I 1 bydo.. 1—ded a i I Lot 16 I Lot 51 a uoodA.F.N 20170,1 7-12 C o0 it I 11III11 j T v� a8 Tract 99 I II I, Y Lot 271 _____-_--, Lot 38 \r r a YY Q z 2 \ / III II I IIIII Lot 15 I p Loi\50 _ Existing Hydrant _ 3 O�� 1 Water Meter Service III PI it I ' I II II I� I"Water Meter Service i� C p I I 11 II fl III " i p.)ICOA W-04o r by I Icon w-040) (ty )Lot 14 Lot 49 V 1 �' \Ex.72'Jlf,mrn 9e Easement ^O 0 o Z i 2a P vote A,S A=9+0.24 a \. \ Tee Ii III �2 / O Q / e i Private Drive A 11+37[8 Rt] I p `1 Tin tYY� '}'�1 U L , e Bend 8+12 r` 1-12'X6"DI Tee IM1%FL%FL) / E}r A=2 +89.0H00 ( P a n -__- -_ /-- 35,954 sf O __-_ __ __-__-__- -I 1r8 k8"D Cut-I a W-2 J I I T' ate Valves (Manifold 1 I I4 I yr-- a �r �T ss ��4�»II///--- �r �r �T ST / m3Z f'D c 2 Gate Valve(FLxMJ] Y I Gore Valve(FLxMJ) I -g- ------7- - 8-- I`I---------��- _ __ 1-,8'k4"Reducer IFL) e� O O w Mere Service + I ~� ter- re J oEls pIi I I y' < I ----- - nr1 ss - Re-B/7Ve-f� lov d W-160 _�_>_y _�__ /i 1-6'k4'Reducer(FLxMJ] 1 / 3 I In}! eCllOn� Q Thrust Blocking(W-160) lsr i I nI_ 1 p PriVale-5hared D vB�STA=30+85.49 Tract D ], / /�I' I �---- ,J\C( '1 TdQc 29,979 sf > / I ry e Dri�'e A,STA=+ 00 Interseetlo U Infers cHon J 1 I x � Entrance zoa7o.1 19 I � Starbucks _J o 1 ) Private Alle STA=15+00.0 i ,, 'mdewe'rEt I 310S11-003-054-00a rivate Drive ,STA=8+91.0 �. I I \ Privet Drive A,ST =10+59.43 1-SIY'H dranr w-010 Y• gemen � a Privet Alley,STA= I+60.31 I 74 LF 8°yOl Spool ] 13 V eydocunfem /bed �, C 3 nde A.FA 2ara03 II/� Hydrant [w o20] - ° y / o I l " Guard Post[W-030] - Fx.!0'J1Cnn�i \ /�r T 1 / o o• BlockingW-160 y rro e 1 ] v n I I. I 9 E feme�l / TT /. n III ll ll�I Ic M O O O 0 I 3 0 O O j O O 0 qN Y II -_I11 ^\� �AF.N10JB0,3pPoSf1 32 O 3 as ("Water ter Service 1"Wat Meter Servic I I IIIII I by l 1 CIA W-040) L I IN I(COA w-040 _ v e r I _ L II 3- - G♦-@r5B L r �i ---- � " CALL AT LEAST 2 — A- \ I s Wes}Alsle STA�05.9E o �-_fi-' \ \� --- --------- 1,?0— in 3 1�gH I - I Pnva}�Sh edDrlve,STA-30+00.00 BUSINESS DAYS " v « \ om = tea- - _ «-c-<-<-<-<--«-«-<-<-<--«-I -«-< -«-<-<-«-<--<-« -<- selac __s __ __c-<--«��-<- _ _ _ ss__-_ -__ __- _-atio ss---ss _ss-__ss la_ __ �__ __��-- BEFORE YOU DIG _—__ g$q E� n II ss,l $ 1 800 424 555E R gh he E temenl —-- West Aisle N,�1700SSf _ _ _ _ _ _ _ x x`°_ CONSTRUCTION DRAWING APPROVAL Tee - "- ->�-\ THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED T� �s U7— —r_�_ _ SHEET _s_s_�_L�_- �__>_�_�_L�_`x_s_�_L s-a_T�150LF1T'DI' - - - - 0-----` I- 1 PER THE CONDITIONS ON THE TITLE SHEET. Cl7 C24 West Aisle 3+18 6 Lt } of Tee = \ --7771 - z ,-__-_ - Intersection Tee L2 -- - -- - 1-1 Z'G DI Tee(M1xFLxFL) v West Aisle 6+50[-5 Lt1 -\ry0i 'I20,10'' vry0 We$}Aisle STA=4+99 92 West Aisle 4+79[-6 Lr) / �1-12"Gare Valves(FLxMJ)/ 22x34 a BY:1-12"DI Tee(M1xFLxFL) - 1-12'k8"DI Tee(MJ%FL%FL) 1-1 Z'Blind Flange(IL) I ` -_ 0 20' 40' DEVELOPMENT SERVICES MANAGER ° WATER PLAN 2-12 Gate Valves(FLxMJ) 2-1 2"Gate Valves(FLxMJ) 1-8"Gate Valve(FLxMJ) \ /Ir 1-12"DI Blind Flange(FL) ill __________-__-__-__-__-__-__1-8"Dl Gate Valve(FLxMJ) _ /__ThNsf Blocking(W-160) V scale:)"=20' DATE: PWD#k398$ i Thasf Blocking W-160 __-v`\_____-�_-__-_ -N g( ) Thrust Blockin w-1 6011 1 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s Privy Gate Valves 7 IS Rt 1 --�- - ----\Private Alley Y I I /,/ wafer man creek cross design plans W ` J 1 __ J i Tee x tlran See separate water r --- Alle 20+07 77 Rff � _ for north extension of 12"HDPE 1-12"DI Tee MJxFLxFLI I 1 -' Hydrantr-O n from Tee. f/ Llj rt 1-6"Gate Valve Service /I I ✓ I '�-------------.11M-6'x4'Redu err(FLxxMMJ) )__-_-__ �, (, / \ 1 YI\ /('1 Hydrant P.d(W-02F)LxMJO) / T I / - lrIIf•-+__,I e r v - Thrust Blocking( 160) - - - (r/ � I / T - Guard Post IW-0301 Ns}Bloc ng(W-60) --------- ---- -- - y � QCn � Th K 1 _ G >-� -�JJ�TI-e1e2"DI Tee IMJxFLxF LI II �`I`1-'1 V f x �nJ, ,I I --------'a D-I— — _-'e_- --»�- -- _---- - ------ --%-�'-- --- - -•--—° -- r—°—---- °--'II°< °�II--�---- - - -- - -- - - -- - Teharust Blocking(W-160 1 ~N 5 ,0 Tee Alley 19+09[84 Rff 0 M 99 L F 17 West 1-12 DI Tee(M1xFLxFL) 2-12"Gate Valves ) 3-12'Gate Valves FLxMJ) 00 Q 112 DI Blind Flange(FIL) Thrust Blocking(W-160) Z ( I I I Lot 13 / I 11) � � � T I v h •o � m o. o I � - w m v �n I � I'� s IY A I d 7 do 0 0 0 0 0 0 I I o o 0 0 0 "' as a�4i995 ':' 3 a I Lot 12 i dal �� + �I o - _ Lot 11 0' I r I a I e Pin ate Intemectlo A,STA=10+59.43 L 1-- ------ -Proposed I T I / - a / y r 1 r I� I O Fire Hydrant 120 o Private DAlleill STA=21+60.31 _ --------- R wnsH CT6, NORTH WATER LINE PLAN 11 bfs'PfGnrER�aG� 140 140 II /I °NALE �I 0810712025 C 6 Board Fence 130 J 130 o = a min,a max cover Ityplr ol --------------- ------------------------ ---------------- 148 LFTT'Dl-- 1 a r O 120 120 I Jom See W17Water Planfor wsU 0000� �1 fitting specifications U 3 w�n�n�n-� INLJI 6LF 12"DI Om a Qw»>�9 g aU 0u� �Q 110 110 1 I I 3 I � 105 105 i I w C Pza 0+00 1+00 2+00 3+00 3+98 — ai NORTH WATER LINE-PROFILE Profile follows pip,-merii- SCALE:1-1-20' p ', o - 3� Structures and stationing are per alignment named. (2:1)Vert 1-10' I! 3 H •- '0 1I11 , L o Z i Q cM 11 3 Q Z Z y O LLJ II o 3 -z �0 O 3 [L 130 130 0 12 e II O Z 3'min,5'max Cover(tvp) I I u II i IIu O Q ____________ _ ___________ _ Z b 12 64 LF 2"DI Q 20 142 L112"DI u �120 t T, I I 751 � I See separate water design plans I la rI F— for north extension of 12"HDPE I a a U Q 110 water main creek crossing from Tee.— 110 I I a ul I u J m 1. 105 105 III II 3 -15 1 a � 3 0+00 1+00 2+00 3+00 3+25 III Q o Z. EAST WATER LINE-PROFILE Profile follows pipe centerline. SCALE:Hor,T'=20' e I 1 Shuctvres and stationing are per alignment named. (2.1)Ved 1=10 _1 1 III y K 0 20' 40'o C� Scale:I"=20' C E CONSTRUCTION DRAWING APPROVAL SHEET THIS PLAN CALL AT LEAST 2 AN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. C18 of C24 BEFORE YOU DIG BY: 22x34 N 1-800-424-5555 DEVELOPMENT SERVICES MANAGER DATE THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. s -------------------------------------- to a - �_`�--- _ a__1e.o. i _a_ __o___e___a___a___e___a __o�_a_ _p___o___ ___ ___ ___ _ _ _ _ ___ __ ___p___a______o___ ___ ___ _ ___ ___ __a___ __ __ RDSANDSPECIFICATIONS.ANY CHANGES nq-o --a---o---o- a o 0 0 0 0 ` CITY ION ORFTHIE CITY OF I ACCORDANCESTA WITH APPROVED PLANS,AND CURRENT a DI w \ N __ _ __-_____-__-__ ---------tr{raft-99`----------- --- -__- -__-__-__ TO THE DESIGN REQUIRES CITY APPROVAL. -__-__---w--- - --_ _grmy 9y7 __ r_ RENT 6,144 I II 2. ALL SPECIFICATIONS AND CONFORM TO THE CITY OF ARLINGTONAPPROVED BY THE AND ,.,� U m � SPECIFICATIONS AND THE MATERIAL SUBMITTALSSHALL D APPROVED BYTHECITY BEFORE Q _ _ SCHEDULING THE PR B SITE.ONCE THE CONFERENCE AND BEFORE THE HE JOB ARE Z N ----------____ -____ -------------- - I r m - DELIVERED TO THE JOBSITE.ONCE THE MATERIALS ARE DELIVERED TO THE JOB SITE THE (V \ >\ O r --- - m INSPECTOR WILL DETERMINE IF THE MATERIALS WERE MANUFACTURED TO MEET THE ODn _ \\ I I --- ' - I rl✓ to Alle __---, 8 _ v REQUIREMENTS OF THE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS BEFORE O O`N THE MATERIALS CAN BE INSTALLED. z >'P mSDCB-14 � � I 3. ALL SEWER MAINS AND SIDE SEWER STUBS SHALL BE FIELD STAKED FOR GRADES AND 9 J I I / I I III I j Lot 26 I I�SSMX-4 CB _© CB-Type-I T SSMH-6 I r ALIGNMENT BY A SURVEYOR PRIOR TO CONSTRUCTION.THE CONSTUCTION STAKES MUST Q N m --Manhole 1 SHOW THE STATION AND OFFSET TO THE ALIGNMENT. \ I I I 48"-Manhole - - Lu� -� Lot 6 e, --126--__ / I I FF=125.25 19+08 I I Iinfliflift knk 1 _ 4. THE CITY OF ARLINGTON WASTEWATER DIVISION SHALL BE NOTIFIED A MINIMUM OF 48 V () ' 12.7 If I I �\-- I / _ _ HOURSH ADVANCE BALL B OR CONNECTION ETIME AN EXISTING SANITARY SEWER ■a■ / III I Dep1h5f1 I I - I p - n -- -- MAIN.THE SEWERS, INC SHALL SIDES WE S,THE TIME TO O14 FEET OF OR CONNECTION, I ( I 3 I I 19+10 -- /i-� 5. GRAVITYSEWERS,INCLUDINGSIDESEWERS,WITH 5TO 14 FEET OF COVER SHALL BE PVC � 0� -124---__ J 1 I I ' 12.41f II( 1 r \ 1'( Nc� ASTM D 3034 SDR 35.GRAVITY SEWER MAINS WITH LESS THAN 5 FEET OR GREATER THAN 14 04 I I I FF=125.25 Depth Sift I Lot 37 I i v I / FEET OF COVER SHALL BE DUCTILE IRON PIPE CLASS 52,OR C-900 PVC.IF DUCTILE IRON 00 Q / I III L0125 I Lot 48 11 I r P B PIPE IS USED FOR SEWER,THE PIPE INTERIOR SHALL BE EPDXY COATED(NOT FF=125.60 Lot 60 CEMENT LINED). 0 \ I 19+27 I FF=125.60 17+32 II 17+34 I 12.0 If ,I 12.0 If FF=125.60 I I 6. PRE-CAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C-478.JOINTS SHALL BE Depth Sft 12.0If I ,I Depth SR i RUBBER GASKETED AND GROUTED BOTH INSIDE AND OUTSIDE OF THE MANHOLE PER CITY Depth OF ARLINGTON STANDARDS AND SPECIFICATIONS.ALL LIFT HOLES CUT THROUGH THE I \s I'll 19+29 v WALLS OF THE MANHOLE SHALL BE GROUTED FROM THEI ASIDE AND OUTSIDE OF THE I \\ / II \/ / III FF=125.25 12.0If, 12.0If 1 II 3 �� MANHOLETO BE WATERTIGHT.ADDITIONAL WATERPROOFING MAYBE REQUIRED. J \ ( I I I (II I Lot 24 79+45 Depth 5fr Lot 36 Lot 47 Depth 5f1 I \ r 7. SIDE SEWER SERVICES SHALL BE PVC ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED �I I Lot 59 19,45 FF=125.60 FF=125.59 17+14 -/� JOINTS.SIDE NEW MAIN CONNECTED ED ABOVE BE MADE BY A TAP LINE O THE EXISTING WYE MAIN E Y 1 FF=125.60 D2.0 ept -/ Y TEE FROM A NEW MAIN CONNECTED ABOVE THE SPRING LINE OF THE PIPE.WYES ARE y 0 \\ \I / IIII I I Depth Sfr F NOT ALLOWED ON LINES 8"OR LARGER.SIDE SEWERS CANNOT BE INSTALLED UNDER p \ \ I I 19+q7 I I I 17+12 / I I C DRIVEWAYS UNLESS APPROVED BY THE CITY INSPECTOR. 1h5tt II II 11.91f / III 3 °v a 8. ALL SEWER PIPE SHALL BE INSTALLED WITH A CONTINUOUS TRACER TAPE 24"-48"UNDER 0\I ry I 1 1 I Depth sH I LO}23 I LO}35 LO146 , I Depth 511 ° I n.%/ \ THE PROPOSED FINISHED SUBGRADE,OR AS DIRECTED BY THE CITY INSPECTOR.THE / I 1201f '^ 12+096 I Lot 5$ e °° e . a a - MARKER SHALL BE PLASTIC,NON-BIODEGRADABLE,METAL CORE,AND DETECTABLE,WITH a O // leanou} Depth 5fif l 17 III FF-125.60 r I o 7-- 00 BACKINGIDE SEW RS SHALL "SEWER". 19+63 FF-125.60 O FF--125-58 r \�' _ FF=125.00 De0 pf55ff al 6uiltlin9.S-0BO IfyP Iq N II FF=125.60 I I 3 --_---_- 9. SIDE SEWERS SHALL BE INSTALLED BY THE DEVELOPER AND COORDINATED FOR F 1 ul �P CLEARANCE WITH POWER,GAS,TELEPHONE.CABLE,AND OTHER UTILITIES.SIDE SEWERS < 16+94 SHALL BE A MINIMUM OF 10 FEET BEYOND PROPERTY LINES AND 5'BEYOND ANY i 11 If I � \ EASEMENT. Lot 22 1 Depth Sfr 10134 I Lot 45 Depth Sff 1 II ,.` \ 10. THE SEWER PIPE SHALL BE INSTALLED STARTING FROM DOWNSTREAM OF THE POINT OF J a �19+81 1 ,I 16+7g Ex.14'ACCtSY tUsemenh by I� \ CONNECTION ON THE EXISTING SEWER OR FROM A DESIGNATED STARTING POINT,THE E \ / 120 FF=125.60 FF=125.56 III J I I I I 12.0 If documen/mco/dedunde� v ^ \ SEWER PIPE SHALL BE INSTALLED WITH THE BELL END UPSTREAM. De th 5f1 oli 11. ADEQUATE TRENCH SHEETING AN D/OR SHORING SHALL BE PROVIDED BY THE I Depth Sfr AF.K7a77 7 I CONTRACTOR AS REQUIRED BY OSHA AND WISHA. �R S.FOS,T 111 J I III // 12.0 If \ I II 11 bq f6 III ° / 12. TO PREVENT WATER OR DEBRIS FROM DISCHARGING INTO THE CITY'S EXISTING SEWER 1J 4 aF wAs�N rF,P I I ----126-- I / �3 /FF=125.00 Depth If r u\ SLde Sewer Lot 33 I Depth Sft Ilk SYSTEM,THE CONTRACTOR SHALL INSTALL A PLUG IN THE CONNECTION MANHOLE OR AS .124--- I I / per«era11 Itypl LOT 44 n II FF=125.60 1 v °. I / DIRECTED BY THE CRY INSPECTOR.THE PLUG SHALL NOT BE REMOVED UNTIL THE SEWER IS III Lot 21 19+99� FF=125.60 In 16+60 I II LOT 56 r / ACCEPTED BY THE CITY. 12.0 If -- - I� N FF=125.5] Depth Sfr II 11 P.r C connections at the main(typ.) I2.0 If �I _d a- / 13 ALLSEWER MINIMUM LINES 18HNCHES VERTICAL CLE MINIMUM ARANCE FROM WATER HORIZONTAL LINES.SEE CLEARANCE TANDARDSAND 00 OZ Ih 5fl \ Per COA Srd,Wye's shall be used for side Iw° 24 I A / AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND ALTERNATIVES. R�gTa _ 2 I 1 I r - !I .N / 14. PIPE WSDINGSHA STANDARD IN ACCORDANCE WITH THE MINUS ARLINGTON CLEAN Fs5/ONAL ECjO -- -- o �' I A / AND WL OT ISTHEQUIRESPECIFICATIONS.TERIAL-INCHIPESH MANUFACTURED PROPERLY GRAVEL I$THE REQUIRED BEDDING MATERIAL.ALL PIPE SHALL BE LAID ON A PROPERLY Bartell / 08/07/2025 PREPA RED FOUNDATION.FTHEF SHALL ITION MATERIALS ECESSAS LEVELING OF THE NTTRENCH 9 I 23If I I V I 4e� _' ��95/ BOTTOM FACTION OF REQUIRED FOUNDATION MATERIAL TO WELLAS GRADE SO THAT AND I L014. \I 123Ir /Lp COMP ACTION OF REQUIRE WILL BE SUPPORTED MATERIAL TO UNIFORM GRADEDENSE UNYIELDING THE / ( I Lot 20 I Lot 43 I I De�tnsfr Lot 55 I -- „-� 3ms/1-oa9-aq- 1 FF=124.60 FF=124.85 \\ I I FF=125.25 I 1 I I �nl ,pO/Adnglo LLC ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED BY A UNIFORMLY DENSE UNYIELDING I I / I 20+32 I 20+30 SDCB-14 I FF=12s.60 ° j I 74732a41/r�JY.NE BASE. I , I I'll I II I I III 1201f I 1201f CB-Type-1 Bubbl Up 16+30 I I$ I a �' q giu2 LUA 9ffi77 15. THE CONTRACTOR SHALL COMPACT TRENCH BACKFILL WITHIN THE CITY RIGHT-OF-WAY p I '\ I 'I 1 II I I III De rh Sfr Depth Sf} 12.0If , o I I 1 --� / TO AT LEAST 90%MAXIMUM DRY DENSITY FROM THE BOTTOM OF THE TRENCH TO A DEPTH h N \ I I Depth 5H OF 3'BELOW THE SURFACE.THE TRENCH BACKFILL MUST BE COMPACTED TO AT LEAST R 2.0 If 16+28 ?U 1 I I _ w�, 95%MAXIMUM DENSITY WITHIN 3'OF THE SURFACE,ASPHALT MUST BE COMPACTED TO VI k ryi o c I I o$ 12.O If 12.0 If I N n I �,.. / MEET THE REQUIREMENTS ON THE PLANS.ALL COMPACTION TESTS ARE AT THE FF=124.60 1 Depth 5ft Lot 31 Lot 42 '^ I C d t Depth Sit o, ,I Lb154 / DEVELOPER'S EXPENSE. d p Lot 19 I FF=124.11 16+12 \I I e I 20+50 =1zs.2q =,zs.bo 0 0 ') I lzolr IOC I I I a I I 12.0 If I / wm I oaf I i I De th Sfr ern se � I \ I v A o+sz I0 Sewer 0 d N 6+10 1 1 a w u z o 0 0 0 a U G FF=124.60 2.0If Easeme d I 01f 1 I p >, n l , a Depth ILot53 1 a, Di�a��ww� Lo}30 1 I u Q w v,vi v5 De th sn Lo}41 III a u o o.w o, a _� 20+66 FF=124.85 FF=125.25 15+94 6 00 =125.60 3 1221f _ De rh Sfr 1201f I II 1 1 v I - i I ) \II H 2O+68 DeP15+922.0 If 1 4 10'Sewer I A I __- \ \1 FF=124.60 a Depth Sfr LOt 29 _ DePrh SR II Easement r I 122---__ 1 Lot 17 Lot 40 Lo}52 r I. I' \ I + 3 I 20+86 FF=124.85 FF=125,00 1 ,I 15+76 I FF-125.60 _,22-- olf I 20I1 dolls o II I / 1 ' oepm se I Depm srr H- I Per COA Sid,Wye shall be used for side I I 15+74 I [ I (!) Z 1 I'I I zo+ea ewer onnecti.Fsarthemain(tyP.l I I O P 1 z.o n.9lf __ �32'Aeee E remenn FLot 1 60 Depth Sfr v c Lot 28 SDSP-11 LO}39 I Depth Sfr \ I by d umenlre ,ded Q i I I I I LO116 +02 FF=124.85 12"-Stand ipe I FF=124.98 II FF LOT 51 3 undevA.F.N2a/7a63Gi2751 / I I 4 `� I 15+58 I ,I FF=125.60 I .- O 00 Lz° z. If 12.0 If N o z I LOT 15 „ I DI21rh04fr FF=,24 I\\\ -__________,i LO}38 Depth SHH �tr III L }\50 A I' Q m M p I11 ; p IIf F-t 15 h De m s F=1 4. \Y a v Q i z I I I III IIII II ' II II 21+22 '85 I FEE 124.97 I 15+40 3 I I FF=125.60 \� III / I I II 1 I 3 II I 2.O If I f' 12p 0 - / I III II, II IIII DethSit f / 1 DePrh Sfr Y _ -I - c-<- O r� I / 1 III II II 1 I IIII' 11.oti i 124 ,II 1260If �� 11 C /� R° 1 / I /II /li II N II FEE 124.60 Deft Sift F I I I I III Depth SH FF125.60 2, `\I // _� ^2 Z 1 3 I Propose I / i II L0149 \ I *\Ex.72'Jl�mDainogeEaremen/ ^O J / i I III Lot / " f~\ -,EN�o/�a�095�U o Fre HYdr t / rL Do 0BID I26 I .��, ,,00 / / L.L.IV /' I 48"-Monhole SSMH-5 1 Tra D 3 I - I I a 48MX-3 10'Sewer SSMX 10'Sewar / m Y LL a_ I ( - j N _ I •-Manhole E s 1 qg•_ le Private Dnve A 48^�nannole 9,79s to N qu I I\ � ,r I I I r- -�--- ----7-- �-1_a emen ---- _ ------------g-- `---Lasement--�-- -- ----, I � � Sta bucks /\ i ,rye y _ - _ ----- ----- - --------- - -- - - -<i-<� 3ms/1-003-as4-oa el6 LF a•Pv S--o.o03 » sP � �� -�2aPv - I III <<�SPT" SSP-3 101 LFI_PVC s=o.00s- ----- --I - ---- --- -I 7 I s rT1 _- << Q __-__- 1.5If31 -__-__- -__ L I �II <'r It 11+05 10+70 10+68 10+33 9+46 9+12 9+'0 8+75 8+73 I VI U 9.5 if 9.51f 9.5If 9.5If I ° I T 9+48 9.5I1 9,5If 9.5If 9.5If 9.5 it 8+55/ SS X I r<! J o Z I 9.5If 9.5If 9.5I i ! J �l I / Depth 5fr Depth Sfr Depth 5ft Depth 5fr Depth Sfr Depth Sfr Depth Sfr Depth Sfr Depth sH 48' ? r Depth 5fr Depth Sift Depth SIT Dapih Sift t I 9 I f, I I Private a'I < bydocu�en/re weed s I I \I h I Private Dri a A,STA=84 408 I'ry -'' }� and A.en�larBP o�svzs�y,J O Private Alk y,STA=15+00 00- O Ra U II o I ^ �n a _ a I i_ A/^� ��•, U 1/, I m II I�/I _ o 0 0 0 5 C I N , a o `o `o 0 o FF=123.40 FF=123.40 FF=123.40 FF=123.40 a i„U FF=123.50 FF=123.50 FF=123.50 FF=123.50 FF=123,10 FF=123.40 FF=123.40 I N d I FF=123.50 FF-12150 \ I II 3 'J/ bagel U I \ \ I I fff I 0 S w r W m , r IX A.F.K 1(7�803090Sf7�\\ Q _ vv v I'll vI i Illj I I 1, �^ o , II r 1 I„I NII 3 0 ae - \ t IT i onlractorforotateMH �I I CALL AT LEAST 2 = - =y- E hng u._� �� e nd N o/>0 = __ 29'R---ation-�glN.- i- BEFORE YOU DIG �n---„--*„--ni��' �� - R da71477,n� ------- - -I-� � --------- - -- -------- - - - - 3 $ 1-800-424-5555 -,A.F.N B9/IZGmsSs weft le T N'/ E - �_i��i�i�_>__p >_s_>_s_ _ -� ==sue'=� -_ --- CONSTRUCTION DRAWNREVING EWED AND SHEET THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED C 19 a1 C24 /- N.Ea3 --1 _ l ".slonho/e -120---- � SSMH-1 PER THE CONDITIONS ON THE TITLE SHEET. 48"-Saddle Manhole / BY. 22X34 0 20' 40' DEVELOPMENT SERVICES MANAGER a SANITARY SEWER PLAN _ -__1_--__-__- - Scale:1'-20' DATE PWD#3985 ------- ----- _ _ /-_-_ ------- ------ i � ,--_i��.--.�.-.---YrT�T��"-c ----------- - - f THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s I _ it II'li I I II te Pror—os ed Sa.S �E1o•sew_enr __SS—MHl}}s.B�_—I1N I InIt erseIIIc III IIitII Ii co—n 1 0�M0 Saou Lot 14 Lot 49 (V CDN r .1 N eon = 3} 2 ODD0Ol 0 Q hPY hancenSTA=200+39 0 35.9a99 -6 `O _osemeni Private Drive A __—__—__--_as—eme_ Ujoe _ 3 MH - -- -- __ 00Q Pm f Dve A,STA-0+59.43 48•-Manhole STA=8+91.08 z Priv lle 1 6fe A STA=2 .31 PrvateAlleySA=15+00.00 In Eeclion wat.Sh Fire Hydrant Private Drive +00.00 J Vsement b h + O -^0 -0 .0q o .n° z -0 I: 1 'o I � I I I I Imo__—' � u W J a s-:«-;-:-s ---_°--- De ------ stAise------ -5------------ 3 - 5`We st Aisle.SETA=4+99.92 _ ` 8 _ En once,STA=200100.00 _ _ `S = ) l-.— — � � � SSMH-1 ` i 48•'-Saddle Manhole / PRIVATE DRIVE A SEWER PLAN 0 20' 40' 0810712025 140 Scale:TWO Priva e Drive A RR M seat 130 130 g>-.� ar�0� Design Ground 0 m i�i of v O-' 0000 wzzt - ------------- - - -- ---------------- o!��a w w w w 120 120 �unw ExirhngJ ace SSP-8 SSP-3 SD-11 SSP-5 SSP-7 � 53 LF 8"PVC S=0007 67IF 8"PVC =0.005 101 LF8"PVC S=0005 44 LF 8"PVC S=0.006 ; Q 110 0 SSMH-8 SSMH-3 SSMH-5 48'Manhole Solid Lid 48"Manhole Solid Lid SSMH-] 0 N Z N 48"Manhole std grate O Private Drive A 11+07]2[-25'Lil Private Drive A 10+54.66[-26'Lt] Private Drive A 8+86.92[-2.5'Lil 48"Manhole Sid grate — a w Rim=123.02 Rim=122.]6 Pill Private Drive A 8+43.18[-25'Ltl a>: J IE n S)ant=l 159] IE[8"EI In=115.59 IE[8"EI In=115.73 Rim=121.97 3: [L IE S:N)in=115.59 IE 16 S)in 115.73 IF(8"N)out=116.00 0 O 100 IF(g'11 dut=11149 - 100 Q a <y IL 95 95 Q V 2 12 Q 0+00 1+00 2+00 2+85 N ` Profile follows pipe centerline. SCALE:Holz 1•� �O Q SSHM 3 TO 5-PROFILE Structures are per alignments named. CS w (2:q Vert r•=1o• = J �o w ao Entrance 40 w o LU w N w 130 130 J to Design Ground Q LU 3 ____________ U -" 120 120 J o' a LEri7vg,ro�ce C ; o LU SSP.2 77 LP 9 PVC S=0.006 U Q a - E 0 0 Q CS Uf CL SSMH-1 SSMH-2 R 48'Saddle Manhole Solid 48"Manhole Solid Lid I y V Entrance 200f08.89 IS.1'Rt) Enhance 200+8SA2[2.]'Rt1 Q W Rim=121.01- Rim=122.42 La IE[8"N)in=114.51 IE 1tr N)in=11S.13 IE[8"SE:in=119.61 IE 18"SI in=115.13 100 = - 100 O ~ E w L 95 95 = y 0+00 0+97 SSMH 1 TO 2-PROFILE Profile follows pipe aenfedlae. SCALE:Hon,T'=zo• E Structures are peralignments named. (2:1)Vert 1'=10' CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. C20 at C24 BEFORE YOU DIG BY: 22x34 N 1-800-424-5555 DEVELOPMENT SERVICES MANAGER DATE: i THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s w w �II Tii rd99 8 � 122 "" Proposed I I III Yr WO u Fire Hydrant L Lot a- r C') 124 I Z I I Iza / 3 ; I I r � 0j N(V a = NQa 10'Sewer r >3 Easement / I I I Y Q LO Loth i � i I / I � � r V E �� eoo t l Y W 0�� M M a j a a I r o c M 1 0 0 o o 04 0 Q Lot 5 I 1 I I + r W I ' I ii T z J LOt 4 I I v SSMH 6nh _ Easement d I I I I Y Y a l l I II i t I Y yea O I Pr Paae DAlrlive A,ASTA5rva i enf -- ---- — -�----s-s— s --ss----a—--- -s------n--- - 0O 25 oLo3 a 16 - 0 O / Pro d I / 11.HYC�ant Lot 2 I s i 1 � r t I I I , J z.��971 Lot 1 0 0 0 `o 0 0 `o a 5 O I Y .P. r 5 s PRIVATE ALLEY SEWER(SOUTH)PLAN 0 20 40 01 � �0�� Scale:I"=20' ESS/oNAL 08/07/2025 140 140 Private Alley R s°i eat 130 130 g p Design Ground Q} O JOm ZZZZJ r ___ Exitbng Suloce� ____- _- �H.L -- OO Ow«0wOntiti� 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(8"S)in=115.73 •` O J 1W IE 8" oJ—tu-]15.63 100 Q m^; - Q Q rya CL 90 90 O s^ Z -- R o Z 0+00 1+00 2+00 2+84 = Q J SSMH5-PROFILE Profile fial pipeaentedne. 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 Q a Q Lid C� CL C E CONSTRUCTION DRAWING APPROVAL SHEEP CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. C21 of C24 BEFORE YOU DIG BY: 22x34 N 1-800-424-5555 DEVELOPMENT SERVICES MANAGER DATE: i THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s ,IL, at�r�995 I L a Ii I rill 1 y° � o o `o `0 0 o o � 0 0 0 0 o i fl sfa u 1 II 1 a 1 Lot 12 w \ a Z N Easeme III ProPosetl Lot 11 I I 7?a Fire Hydrant / �'I Z a--le--ss--_----_--_T II i j I I --- -------- Q QC� PNL 257emeni 6ate 10'Sewer W -10+59.43 ria Alley STA-21+60.31 ment Private Alley Eae Lot IO T 00 ____ ___________ — -------------- -_ Z MLor9 O I b `o o `o 0 0 o o Iry I 4� I'I Lot I »� I O — ° o ° J� III o e �', o ��z �D l a I I to'sewer // +! I l II p ~ —122 3 Easemen / N �mx z_ , I I � I -- ----- - - --- --- -- -- - -- - --- -- - -- 1z4=1z4- - - --- -- - -- --- ---' 'I I II I I I Trec;t 122 sSP-2_ 536,9s 2 raft 998 - Ih e1+\.�� A OcrFP fl rl r� ae67sf . . _ — PRIVATE ALLEY SEWER(NORTH)PLAN o zo' 40' Scale:1"=20' ,SRe0NAEpEo�02 08/07/2025 140 140 Private Alley 130 130 g�eo� Design Surface a} O om Z Z Z Z Existing Surface ----- J } f___________________________________ w u Z 0 0 0 0 --------- - u 3 w ti ti-_______ _____ _ 120 o w »»m 120 ___SSP-4 0 U Q 265 LF 8"PVC`- 3 110 110 w SSMH-3 SSMH-4 48"Manhole Sold Lid 48'Manhole Solid Lid ,n -Prl t Alley 21+62.65 1-4.9 Ltl P. Iley 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 0) <F W �Nl in=115.59 100 - = 100 •` o O J Q rn� U- <i O Q W ZZ W 3 9 90 T 0 'oq O Z 0+00 1+00 2+00 3+00 3+14 Z SSMH 3-PROFILE Profile follows pipe centerline. SCALE:Herz 1••=20' _ Structures are per alignments named. 12:11 Vert I'�70' ^O Q 0 IL O = H ¢ Qi 3 O Z W W JW J N Z 3 0 d J U Q :2 W U Q e- T W E E CONSTRUCTION DRAWING APPROVAL SHEEP CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. C22 of C24 BEFORE YOU DIG BY: 22x34 N 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE THIS APPROVAL VALID FOR I8 MONTHS P W D#3985 A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H s NOTE: - 1.MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WITH 7.FOR DEPTHS OVER 25'MANHOLE BASE SUB DESIGN t AASHTO M-199(ASTM C 476)UNLESS OTHERWISE SHOWN SHNL BE DESIGNED BY A SIRU--ENGINEER. a ON PIU NS OR NOTED IN STANDARD SPECIFICATIONS. 8.ALL INTERIOR AND EXTERIOR JOINTS TO BE GROUTED U 2.ALL RDNFORCED CAST IN PLACE CONCRETE SHALL BE (SEE GROUT SPECIFICATIONS). GROUT TO BE 1/2' O W ol CLASS 100D.NON-REINFORCED CONCRETE IN CHANNEL THICK MINIMUM AND 3"EACH SIDE OF JOINT MINIMUM. Z(h AND SHELF SHA BE CLASS JG00.ALL PRECAST THEY MUST BE INSPECTED PRIOR TO BKFlLL. N STAINLESS STEEL 1 x ~ CONCRETE SHALL BE CLASS 4000. (V OAAIP r 3.PRECAST BASE5 SHNL BE FURNISHED WITH CUTOUTS 9.CORE E AUUANILLING ONLY,HWMERING FACTORY IN WILL CD IYTSEAALKOR-N-SEAL FACfOFIY INSTNIID O 0�N 4.AU.BASE REINFORCING MELL SHALL HAVE A MINIMUM Q P FLEXIBLE / yM� �z 6"GASKETED YIELD STRENGTH OF 60,000 PSI AND BE PLACED IN THE 10.MANHOL6 5'-J'DEEP MUST BE FLAT lOPS. STAINLESS STEEL BOOT / el CAST IRON LOCKING CAP UPPER HALF OF THE BASE WITH I'MINIMUM CLEARANCE +� 1 N EXPANSION RING / RING µD COVER Q LY) �O ONE SIZE LARGER 5.CUTOUT HOLE SIZE 5 -6 `O THAN PIPE DIA EOVAL TO PIPE OUTER 14'-18 10 5' DIETER PANS d / CLASS A. LABELED"SEWER" OLE WALL U CONCRETE 30'SD pgVEp V I 1 THICKNESS.MAXIMUM SEE SASH-030 ` ~ cM SIOEN'NX FINISH GRADE 12°I SURFACE /�ILIVI PIPE SIZE IS 12'FOR Ir i L� 48 HOLE.24'FOR �.`�ADJUSIIIENT SECTION C Go 3- UNPAVED AREAS MINIMUM DISTANCE Q CD / BETWEEN HOLES IS 24' .(MEASURED ON THE Z V INSIDE OF ME MAIN DTA X 6"TEE Y2 MECHANICAL END M NNO E). PRECAST CONE z OF PIPE PLUG. (SEE NOTE 1) WITH FLG. `" (ELLENTRIL UNLESS / g 2 OR O - CHERNE TYPE 'n� 6.MANHOLE SIZE - OMERW6E SPECIFIED) DEPENDS AM 5126, J GROUT LOCATION PAID 6"SIDE SEWER STUB D O FOR BPIPES �MANHOLE u F HOLESPOLYPROPYLENE 4 MIN 1X SLOPE WYE DESIGN µD SIZE x STEPS PER SS-O50 Q (SEE NOTE 2) D O $HALL BE NWROVID OR 54' W SEE NOTE 6 O - - - - - ------ ----- - AND WARRANTED er - °o° THE MANHOLE y�--IF Imo' SUPPLIER. I PRECAST RISER p O SECTIONL 6'TEST TEE WITH PLUG L�f/ S O ° (REpUIREO IF THE SEWER MAIN Q Y ° 5 EXISTING SEE NOTE 5) APPROVED ATE PAVED AREAS MAX.HOLE SIZE IS 12' `• SEWER MAIN FOR 48'MANHOLE 24' cRa11T SEE i MR W MANHOLL.(SEE SLOPE-1/z'/Fr(1W) 12 NOTES 5&6 ABOVE) 20" _ CONSTRUCT CHANNEL AND E SHELF TO THE CROWN OF THE u PIPE 12"CASTIRON L00aNG RING AND COVER i HINDE j s j RBNFORCING STEEL(FOR P. NOTg., OLYMPIC M1025 OR APPROVED EQUAL W` INS IN EACCH DIRIND ECT10NRMRI45'5 SO 1+1'c0 T WAs�GoF.�i mum m DLA 0.19 SO IN/ IN EACH gREOION FOR 51°DW 1. AT THE CONNECTION TO THE SEWER MAIN A MAIN DMA.%6"TEE IS REQUIRED FOR NEW SEWER MAINS .n' NaM: AND A ROMAC TAPPING TEE OR CORE DRILLED INSERT-A-TEE REQUIREDPRECAST RISE WTDI INTEGRAL RISER FOR AN EXISTING SEWER MAIN. ., 5 '• ` CRUSHED SURFACING BASE COURSE Oj PVC SIDE SEWER.FOR REMAINDER OF PVC SERVICE SEE 55-O9E. 2. 2.4 PRESSURE TREATED MARKER POST SHALL BE PAINTED WHITE WITH BACK LETTERS"SEWER LOT/ NOTES: 48'DA-e' ""'"'` 6'MIN.DEPTH COMPACTED TO uIN. INVERT DEPTH' 1. CLEAN-OUT PIPE D FITTINGS SHALL BE THE SAME MATERIAL AS THE SEWER MAIN. 54'OM.-8' �B° SS/�NAL E� 95X Of STANDARD DENSITY STYLE CB TAPPING SADDLE OR APPROVED EQUAL ON ALL PIPE. �E g0O 2 O f^ IIG Oj CORE-DRILLING WITH INSERT-A-TEE MAY ALSO BE USED ON ALL PIPE. 3 AND. 12 GAUGE WIRE SHALL BE CONNECTED TO PIPE AT INVERT µD WRAPPED AROUND MARKER POST. 2. A SANITARY TEE,SWEEP,OR STRAIGHT TEE IS NOT ACCEPTABLE. SEPARATE CAST N PLACE BASE OU SEPAFATE PRECAST BASE ®CORE DRILL EXISTING MAINLINE PIPE PER MFG'S SPECIFICATIONS. 4. DETECTOR TAPE REQUIRED FROM SEWER MAIN TO MARKER POST. UTILITYQ$/Q]/ZQZ$ S. SEWER STUB WILL BE EXTENDED 10'BEYOND PROPERTY LINE D 5'BEYOND UTILITY EASEMENTS TO RDNFORCING STEEL FOR SEPAIMTE BASE ONLY) PREVENT DAMAGE TO CAEµ-OUT AND MINIMIZE CONFLICTS WITH OTHER UTILITIES WHEN SERVICE TO O 35'MIN.45'MAX. 5. TEST TEE SEWS M INSTALLED AT THE SEWER MAIN WHEN A SIDE SEWER IS CONNECTED TO AN BUILDING IS ACCOMPLISHED. 0.2J SO IN/fT IN EACH gRECDON MR 48'DR EXISTING SEWER MAIN. 0.30 54 IN/fT IN EACH gRECiION FOR 51°ON y NA1t DEPARIM I'DP PUBLIC"m STµDARE DETAIL ♦t "IOU DIQIRI'l�Tl W POBLIO TW1Rd STANDARD DETAIL S aM[ DIp4RORM DP PUREED"m STµ0AR0 DETAIL ♦'EYT O "IOU DIQARI HINT a PUWMC 110® STµM OETAL p Wnlm. STANDARD DETAIL NUMBER ;;.� STANDARD DETAIL NUMBER WmmM STANDARD DETAIL NUMBER Q WmY+� STANDARD DETAIL NUMBER h NEW SERVICE ON EXISTING MAIN SS-10� v�®ot SIDE SERER STUB SS-O9� v�®ot SEWER CLEANOUT ,SS-�$� v+®� 1fANHOLE TYPE I SS-(I1D <MWO'E <MWO'E <MWO'E <MWO'E C O U Qa�O� JOm ZZZZJ Vuz COCO. "u3w> s-T MVO HYDRANT REGARD sro.DUTY LOCK O u n a w>>>< INSTALLED PLUMB.SEE REQUIRED IN RURAL OR ISOLATED a o=u NOTE 1 LOCATIONS IF REQUIRED BY CITY D ENGINEER TABLE 1.1 CARRIER CASING PIPE CONNECTION TYPE SEE NOTE 4 4-1/2'PUMPER PIPE TYPE DIRECT TAP SADDLE 3 PIPE O PORT,SEE NOTE 3 DI X 6 TRP HOLE BREAKAWAY BOLTS VALVE BOX PER AC X w AND BREAKAWAY 3' STD PLAN W-190 DI• X X g OPERATING ROO SEE NOTE 9 5 m GUARD POST CONCRETE PAD COUPLING 2" •DI PIPE TO BE CL 52 OR GREATER 3 Q Z SEE STµBWD µD 8"OR LARGER. ] a SPACERS-CALPICO BRAND OR DETAIL N0.W-020 --- O PLACE END SPACER EQUAL MIN.8'WIDE 36" "- MAX.OF V FROM CARRIER PIPE SHALL BE CENTERED CONCRETE PAD FLANGED TEE FL L o Z END OF CASING IN PIPE CASING SEE NOTE 6 LENGTH VARIES(24'MIN) TAPPING TEE(FL)J JI Q m N �') MEGALUG RETAINER 4 J END SEAL 12'MAXIMUM •a: _ W <i �/ BETWEEN SPACERS ENO SEFL 24" GLANDS EBA4�10fi SEE NOTE 10 �l Lu CARRIER PIPE - •y..- / 2 t SHACKLE RODS ® ® 22�. p LL.I MIN. SEE NOTE 5 10' °FIELD H J GASKET CASING DO NOT FILL VOID I 24' •.� ' EUAN�UNDISTURBED CONC6BLOCK 6'CEMENT UNED DIP 8°RESIUENT SEAT GATE 3 = ^'^ LLI EACH JOINT TYP. VALVE(R.MJ),MUELLER,MH 1 (n CASING SPACERS SHOULD BE I GUARD POST A. 1 2 CY W/MJ RESTRAINED JOINT ^O / OR APPROVED EQUAL SPACED A MAXIMUM OF ONE FOOT "\ 3g' WASHED ROCK SEE NOTE 7 9 FROM EACH SIDE OF JOINT SEE NOTE 1 1-1/2"MINUS O W NOTES: o W 1. HYDRµTS µD ALL MATERIALS SHALL CONFORM TO AWWA STANDARDS µD SHALL BE OF STANDARD �"AND • 2 LLI MANUFACTURE(M&H 929 RELIANT OR MUELLER SUPER CENTURION 250 ONLY). Q Q ELEVATION PLm 2. THE CENTER OF THE HYDRANT SHALL BE 3'FROM FACE OF CURB.IF THERE IS NO CURB.THE CENTER OF Q 1'CC SERVICE SADDLE W/DOUBLE STAINLESS STEEL STRAP OR DIRECT TAP CC THREAD CORP SEE TABLE CARRIER PIPE DIAMETER 4" 6' 5' 10" 12" HYDRANT SHALL BE 3'FROM RIGHT-OF-WAY AND A MINIMUM OF 5'FROM TRAVELED LANE. 1.1 ABOVE. a - CASING DIAMETER(MJ/MEGALUG 14" 16" 18' 20" 22'• 3. ONE 5'TO 4-1/2"PUMPER PORT W/N.S.T.AND STORZ ADAPTER ASSEMBLY.PUMPER PORT TO BE FACING Q 1'BAIL VALVE CORPORATE STOP CC X COMPRESSION WITH KEY FACING UP,NUELIFR OR FORD ONLY. Z STREET OR ROADWAY FOR THE FIRE ENGINE ACCESS. JOINT CARRIER PIPE) O v QJ 1'NUPE E HIGH SERVICE PIPE(200 PSI RATING)WITH STAINLESS STEEL STIFFENER AND 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 CD 1-7/4"OPERATING NUTS. 10 GAUGE COATTEDD COPPER TRACER WIRE WRAPPED AROUND THE PIPE AND ATTACHED ON BOTH ENDS. F- 5. PROVIDE GUARD POSTS FOR VEHICULAR TRAFFIC PROTECTION IF REQUIRED BY CITY ENGINEER PER STD. 4 FOR 5/8"1K3/4"METER,A 1"COMPRESSION µGLE METER BALL VALVE x 5/8"METER IS REQUIRED. FOR ( U "" SPACER BAND WIDTH 8' 8" B' 8' B. DETAIL W-OJO. O 1'METER,A 1"COMPRESSION AN METER BALL VALVE x 1'METER IS REQUIRED.BALL VALVES µE J Z °n LOCKABLE. ° •USE 24"DUCTILE IRON PIPE 6. INSTALL 3'x3'x4'CONCRETE PAD(3000 PSI)AROUND HYDRANT IN UNPAVED AREAS INCLUDING PUNTER 4 J 3 STRIPS.COMPLETELY SURROUND HYDRANT W/FULL DEPTH OF CONCRETE PAD WITH 1/4"JOINT MATERIAL Q5 METER SHALL BE INSTALLED BY CITY UTILITIES DIVISION AT OWNER'S EXPENSE. Q 3 BEFORE PLACING CONCRETE. Q o © METER BOX SHALL BE MIDSTATES PLASTICS 1324-12 W/SOJD DI UD WITH 1 3/4"HOLE FOR TOUCH 7. HYDRANT RUN TO BE 6'CEMENT UNED DUCTILE IRON PIPE CUSS 52 WITH RESTRAINED JOINTS(MEGALUG READ PAD(TRIP). U LL NOTES: OR APPROVED EQUAL).HYDRANT RUN LONGER THAN 50 FEET SHALL BE 8'DIA.OR URGER. _ NOM. 8. X.GALV.SHACKLE RODS WIR7 THE EYE BOLTS AT BOTH ENDS REQUIRED FROM VALVE 1b HYDRANT. 07 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 µD APPROVED B1'CITY ENGINEER. 1. GUARD POSTS SHALL BE e'LONG,6'DIAMETER,CONCRETE FILLED CLASS 52 D.I.PIPE OR x 1"COMPRESSION ADAPTER.1"METER REQUIRES A 1"µGI_E METER CHECK COUPLING x 1"METER. o r 8'LONG 8'DIAMETER REINFORCED CONCRETE PAINTED WITH TWO COATS OF HIGH GLOSS U 9. FIRE S SHALL BE PLANTED WITH TWO COATS OF HIGH GLOSS EQUIPMENT YELLOW'RUST-OLEUM' 8 O 1"COMPRESSION x FIPT ADAPTER WTIH 1'PLASTIC PLUG. 2. CASING SHALL BE SEALED AT BOTH ENDS. CATERPILLAR YELLOW(RUST-OLEUM)TYPE PLANT. TYPE PLANT. U 3. PIPE CASINGS SHALL EXTEND 6 FEET BEYOND THE EDGE OF PAVEMENT.IF THE RIGHT-OF-WAY Q EXTEND SERVICE PIPE 10-BEYOND PROPERTY LANE AMIDANADDITIONAL 5-BEYOND EASEMENT UNE. IS NOT OWNED BY CITY OF µLINGTON,PIPE CASING SHALL EXTEND 6 FEET BEYOND 2. TOP OF GUARD POST SHALL BE LEVEL WITH TOP OF OPERATING NUT. 10.INSTALL 24'x24'x4'CONCRETE PAD(3000 PSI)AROUND VALVE BOX AND 48'x48'x4'FOR MULTIPLE VALVE T RIGHT-OF-WAY. BOXES IN UNPAVED AREA. ® METER LENGTH BLANK STUB. a `qy Inc DRPMBTYIIIT OP PUBLIC UOR69 STµDARD DETAIL v _ NnImII STANDARD DETAILS D1gAR1'1®RT OF PUBLIC RORRS `qy sl4 DBPAATI�IT OF PUBLIC IIORL4 4 NUMBER O TY + WI4 D�MR(YRIT 0/PUBLIC(NUBS - _ -LARD DETAIL ♦ SfµDARD DETAL ♦ O STANDAAO DETAIL Wnlm. STANDARD DETAILS NUMBER ^my STANDARD DETAILS NUMBER v ,� Winne STANDARD DETAILS NuueeR g FIRE HYDRANT ASSEMBLY W-01� •®� INMm WATER LINE CASING DETAIL W-23� v®� PD2E HYDRANT GUARD POST ®! W-040 P2M/40'EO �2fWpt A<JnO♦Q RESIDENTIAL WATER SERVICE E CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. C23 O1 C24 N BEFORE YOU DIG BY: DEVELOPMENT SERVICES 22x34 MANAGER 1 800 424 5555 DATE: i THIS APPROVAL VALID FOR 18 MONTHS P W D#3985 A PORTION OF SECTION 11,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. to-------------- s - -` _ --------- --------------------- --- --- --`-,----------------------- ---------------- ----- y �� ` W O 7�T/ �T - Z Cl) gT� — T State Route 9 `c`a I1- c v ti J o O "N — Z a)Qo^. ------ ------- -- i-===== ___ -��-------_�- SO ----- ----------------------- �1 - -- --� 128 ---L-1---- _ _ >_>_>_ _ --- -- ------ E - --- ----- -- - 726--------------------------------------------- _ ROW� 2M _ l Toe olS/oPe Access la SR 9reshicledham Ens/ / / \ / boundary olProPedY by dacumenl ------------------- \ 00 Q Toe ofsloo` / J - \\ I \ eco/ded underA FN 1/40278 \ \ Q L4 ---`-��u lop alJ%ape-_ —ter a t-a a e--\a---� e'I N6 2a -a a \ i- ------�rr��;ass-=— --- -- --- _ - a -- I CB-Tyr > V� v^\ n/odncemmmel I I / I � �i- � ee'•-Man M/zq- o ca-Tvpel =..:,��, M � � IP+ IFIjr` esleryR('g7J-a{-wsY I illl I I— _� IC •IcMs� s M�c-e llc e I O �� Mo/g/n J/.'9 I I / 1• I Ai Lot 26 ' -Q - ssMe-6 I Lot bl - 111 _ A s' E.37, S o s o -- 11�� II -_x J//7,SE//4Stt'lonl/sub/ec/ \ �Rg7W F 10 RQW Ce T \ See separate wafer design plans p ypeJl - I I �^.a� ' under FNe1157911.0 ob/e � I Conl -// O W a for north extension of 12 HD. V V AA __-- 1 'I I - I. Lot 37 I eoddocomenl,rnnwn on #3j jo7/7a19/V / V I I NI Lot 25 Lot a erAAeN 2o/4o771S6C6 a > water main creek crossing from lee. \ \ \I \ IIII% I Lot 60 E V l t V L9 l' I�� tLL.t2 4 s Lot36 Lot47 Lot59Is o0 ,IA/a J P3 ��'� Lot 35 l Lot 46 I I I 1 Lot 58 a I, xti6�-s � eecadedundedA. a I �I I l" v �,i 111111 I I A \�L s / / I I 1 li I I24 �v Lot22 II Lot 34 Lo}45 E� qby documeN •� �'n!lneE S"ffi&"/5e Ir Js1 \ \ I 1 I Lot 57 eoo�" deIA.FN Ear p e Sou1h.�B o 3 ____- III Z I I Ik I' I 1I I 1{� J CN9 ','VcY -dr I ONA \ \ y \ \;��i'- I r I r I I I See Elech cal Des gn Plans 7�17 �757 OCO 31 I I g8107/2025 1 1 II d / A.% 7174BS4 1 \ I \ \ \ 1' _I f � ` by rh f secondary dry / l )1 1A \I��i /� _- IIII Lot II I utirN fr:+tonand - I r' I I I Lo}44 II I location.All conduit lines Tract / i Lot 21 I I I I I. II II Lot 5 r „ 890 e I IN earf�Dn1 shh 1 A 1 I } Lot 3/1AT7;n 3oa/-00 / / -..•�' /-� I Lot 20 Lot 43 Lot 55 nn eorANrgroa f I 1 11 I I / o w 1 I 6 I', I. i,• 25 d 747�2a4mJ/NE / A �, Cs-12 _ _I I � A�glo2 WA 9B773 \ C d t v I \ 1IIII�'t � i � lid �� PetBoeelauP t / ! A\ / A wro� 1v Lo}31 Lot 42 1. '" / I� Lot 19 �° IY Ldt 54 o m z z z z 1 fl I I B7 1(3 II / '�• A l "O'u3 0000� LotOoLot 30 41 Uo 16 �ot 53 a mu,mu,�w ow ¢ 1 I — - ry• \ / Lot29 Lo}40 API I �) e SPdesman I �1 A l �I t I Lot 17 �� IILoi 52 I - - -- a AccesrEosemen/ 3 doss �o ❑ � Ex.3a AccessE emenabY � � / � 1, w 4a7o4ol I � documen2011 rdedunder ❑ A.F.N.7017053L'0757 I W Z Lot 16 Lof 28 sosP-n Lot 39 Sots �- --- vI\v ) 1 Ij 11 III I o0 1 Iz°-srandpiPe Ir I _ - d a Z I V I I II it J TPI/Sti- _LEI _ <z �) I L.t2/ _ 3, sf Y zz ' I S 1 I I ' Lot\50 - —�- C F f b \ I I d Lot 15 PUD clearance n II o - -f= - - �- omen T O •� °Oz aeaearance � � -- ��2 _ ` �/� PB1a�vsolBosa .£s y� Q °'� In'olrape \ / seePUDPlansfordrvmlN aal a \ ( I 1 I li a ` / \ / consrn,cronontllocaron 74' Q do I Lot 49 ^Za I I\ I semen/ Junction Boxes and conduit I '.••�•.: z 3 �I I .12sb \ / Inasarea Tit ! F T I TJ-Pe J C m m Jr, �� Z--- y Q Vat STA + 00 29,979 Bf Interse •On SSMH-S a i4 Intersection SS H-5 , �3 >1 III Y I ••.. 48"-Manh le ae° a Hole +. �� I 0 t \ I Private rive A, TA-10+5.43 Pri ate Drive A,STA=+91.08 i 'r':#:' utility / III 1. F- a I w .:;;�o See true ion and location. do �^ Priva eAlley, TA=21+0.31 I I Pr vote Alley,STA=1 +pp,UO _ ,l construction and localon �J Q J Junc Boe and-ndu} / a- lines are approximateU 0 o o o o o ~� I->��,I�I I �^ I V ❑ � W Y'( 1- � , J - �� — --- ��- O p22 _ 122- -- ---- - -- 122� — <- —1_ CCL / a 3 O120 - _ _ -- -- SS-P--rx-2e� uExd 3e0r AA.fc�K('e7ss0Eseme Is g-- ��07)ptyq�pp5nd<er I � .a J b O/7Q3Q2751 3 o a . est Aisl \ -. _� ssMH-1 ----------- ---- -s`f �> �> v / �� _ - - --' ----- - _ _ \ 12o t2o l '_---_----------�--------I `LT�o/7m� ----rvn�J�Pe-c--==� iaA' o L2 _ E / I 1 1 1 / �i I �, -29 - v^ v " West da .F'mi-g»l Intersec tion 310 asln°raoPm ean essa,gu MoaIeA.F.K 91/00/64s6 / fnManee;STA=200+0000 — d d e7a z-ali p_ __�—>__A hg WA9a9223 Intersection byFpee�d A Wes}Aisle,ST3+059 1, v_ \:•a.�YE.3 0' 30 � ------------n -a - - --- Private Shared Dnve,STA-30+00.00 Now ERm H oo ea r n 20✓h4 All QO n ruA 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 PER THE CONDITIONS ON THE TITLE SHEET. C24 of C24 BUSINESS DAYS By; 22.34 BEFORE YOU DIG DEVELOPMENT SERVICES MANAGER < 1-800-424-5555 DATE: PWD#3985 THIS APPROVAL VALID FOR 18 MONTHS