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Home My WebLink AboutExhibit 7 - Preliminary Civil Plans I WX OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. T I7 PN<o Residential L I NOTE: Roundabout IS an n 2?QoSt Capacity(RL Clnterim Concept.Final Design is still in-works. f -- _� 23 Q LLi Found Concrete o --_- __ - __ Monument in - -- R - � a i 24 N oxr - caseYe Brass Pin 172nd&f„"NE-oHP - - - _ _ - d d pO I� z n UJ " 1 FEE 0 8 ,g 8 " o a �i e$� _ 172ndSt.N.E. E.r� w b n stNE _ 6 c 10 - _ `" r Found Concrete A� q ' be / �M.:�� 5 03 0 om "' j1 =a 8 o `" 8 0 - w ram' P ' --.< - v a,' S Monument in n. I p2 0)M C o 0 8 8 0 o S 8 "8 v h I Pro QCt O_ I caseYa"Brass Pin ,a I EE ° °8 - g.o_8 $q I��U��«I� U (I $fin ye Do 5 O O Om p 3 _ I5, K I Q sit d J o �'�rv,Jl 1�9, 26 25 F; Z = d o �L a o o m�3 0 � _J8 og °3 8 08 +$ n " a �„ - .� __ � T bes _J ryP i..i - -- �m 1 o °$ og og o$ p8 og S 8 g c 8 _ m�a y.ol9 sfl ..,�p6 _ m ro °O - 1 -ii 4li ,-I � �' r� M. a o" o" o$F°"' o;° o $ooM o8 08L O Snohomish County 0 R' -a- �� o o N i VICINITY MAP SCALE 1'=1000' v L 0 edu 6 29 51' o� -_ ° '" � 0 8 -- - I 3.boo r LEGAL DESCRIPTION o a 3 - , - - __ -- L �i- +�- KI---1 338 ro o mf e � ` __ z 6�6"i) `�' ° ° ": - Lot 53 31052600100200 S z _ 3 5002005-00 '� Ayry$ � o k all �� _ ��o I �'}"'t�-- _7- - ----- - o T.60.,st ,JYN'aguomi eofi lion LOT 1 OF LARGE TRACT SEGREGATION RECORDED UNDER RECORDING NO.9003160385 BEING A PORTION OF THE NORTHEAST 8J10/72n .. QUARTER OF THE NORTHEAST QUARTER OF SECTION 26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.; is '� � °Cot J2 Ai//nglon,WA 98223 �F. � �, � � �4p4 EXCEPT ANY POTION WITHIN COUNTY ROAD KNOWN AS 172ND STREET NE se 1 " °$ to T I o d 8 g e - _ 3.60o s� \406 SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON. b Ptl e 2 - --J ° �° "I I o 91OS26-01-017-0 o? "' N`P w o - t-i ='_ _l� .� _ 31052600102300 If Gregayd DeNOKem ` '.'{ - L ) _ e _ -- J _ __ 3.600 sf LOT 6,LARGE TRACT SEGREGATION RECORDED UNDER RECORDING NO.9003160385,BEING A PORTION OF THE NORTHEAST 0 0 00 9 I'3 f 7 _ 'a �^\K4 170117OA WAe.N.E. _ r. Fil.� k -- - J o sf O QUARTER OF THE NORTHEAST QUARTER OF SECTION 26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.,IN SNOHOMISH COUNTY, y II 6.vza i a > r I ---- -___ ro- , e0w � WASHINGTON, d o o � A�/ WA➢91/73/ ( ( m nw Z 0 JL 1 _. _ - /\\_ -. e n L 3.600 sf I CBl P12nnB eSS/ONALE�G o�/ ll 11 - __ _ G a I CIVIL SITE PLAN(EAST OF 79TH AVE.N.E.) o V Y -„ „ esidenti 4,00s sf o Neighbo (MPN) EXCEPT ANY PORTION WITHIN COUNTY ROAD KNOWN AS 172ND STREET NE. 0311612026 g 3600.st i lqj0 Zoning: 31052600102200 i � �z o Jtesi ial(IICraLow' Y' 0 4,005 sf J9 I O ,.I PARCEL A: CapaClt C LOTS,LARGE TRACT SEGREGATION RECORDED UNDER RECORDING NO.9003160365,BEING A PORTION OF THE NORTHEAST N 1°IO B H ty2i ,��, p a; Fire Hydrant ti r p QUARTER OF THE NORTHEAST QUARTER OF SECTION 26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.,IN SNOHOMISH COUNTY, s'/ -,`i ti�i f ^a 412 WASHINGTON; Eafthn Cot ' ua y�' PARCEL B: `C J 4107 f AN EASEMENT FOR INGRESS,EGRESS AND UTILITIES AS SHOWN ON REAL ESTATE CONTRACT RECORDED UNDER RECORDING U N o f r o o NO.9306040107 AND DESCRIBED AS FOLLOWS: Q.� THE EASEMENT 352.00 FEET OF THE WEST 898.00 FEET OF THE SOUTH 60.00 FEET OF THE NORTH 800.00 FEET OF SAID NORTHEAST w'm g SITE AREA ANALYSIS QUARTER OF THE NORTHEAST QUARTER OF SECTION 26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.; kWal N 6° 9 1" 52.5 zO�' `� tOj47 A �C`a zzzz� Grass Site Area of Pending Project 1,405,371 sf(32.26 tic) 100.0% ,2 /p✓ty s ^a - .Tfls6 4\ TOGETHER WITH THE EAST 60.00 FEET OF THE WEST 606.00 FEET OF THE NORTH 740.00 FEET OF SAID NORTHEAST QUARTER OF THE w"z 0000 Area to be Dedicated as ROW 238,935 sf(5.49 act 17.0% `��`" 6 ° D2�s -s 9g� o q , - - f ' 1 j /� NORTHEAST QUARTER; 0.< >>>>N Area'n Lots 642,328 sf(14.75 tic) 45.7% s °- 'S g ' 1Y e <w w w w Master Planned wenand a:Bwf s r r a U o o c,a Area n Tracts 524,107 sf(12.03 tic) 37.3% Enhancement �` " 'C ` g�iborh d MPN I EXCEPT COUNTY ROAD. Total 1,105,371 tF(32.26 tic) 100.0% � � � )� Planf'n9s q I I o =<O 4 � 3 owing: _ l�� C,qPq 'f ,A ' o,sue" o\� 31052600100100 dOntial(ultra OW SS \ 111 a I - - - - ^a a LOT 7,LARGE TRACT SEGREGATION RECORDED UNDER RECORDING NO.9003160385,BEING A PORTION OF THE NORTHEAST y IMPERVIOUS AREAS 3&WAJOBhIll Q New Road Pavement Area(Onste) 132,490 sf(3.Oa act 9.a% -.C.9paeity( Giege JJ1 + _ APFl. k,- y' by b QUARTER OF THE NORTHEAST QUARTER OF SECTION 26,TOWNSHIP 31 NORTH,RANGES EAST,W.M.,IN SNOHOMISH COUNTY, w I6H2f79/h Ave.N.E ) yW1181C(l C Bu t o b WASHINGTON; New Road Pavement Area(Dedicated Frontage) 16,730 sf(0.38 act 1.2% Ai�1 2 WA 98113 +Colegory/// Cre jnh� ,56� New Driveway Area 71,439 sf(l fia act 5.1% W land' f Plp p{a li q N¢ New Roof Area 299,21 sf(6 87 act 21.31, `(( $1 11 R,tor t'on qyo d EXCEPT ANY PORTION WITHIN COUNTY ROAD KNOWN AS 172ND STREET NE. R NewSdewalk Are:(O,stel 59,590 sf(137 act 4.2% o 1 \ +P s+" + �__ prl• N New S dewalk Area(Dedicated Frontage) 7,441 sf(0.17 ac) 0.5% 3 CC 1 / \qh, v O�1r416 31052100210100 a E. Total lmpe IV s Area 586,940 sf(13.47 act 41.8% �' See Soun lV eW Final J + _ �,i _ `(nr THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 25,TOWNSHIP 31 Q m Mitigation Plan l =l Z` / 6'� a D e pa NORTH,RANGE 5 EAST,W.M.,IN SNOHOMISH COUNTY,WASHINGTON; U z Total Impervious Area(Onsite) 562,769 at(12.92 ac) 40.0% - - \, - \ _ LAND DISTURBING AREA I ,I p + o Q EXCEPT THEREFROM ANY PORTION WITHIN 112ND STREET NE(SISCO HEIGHTS ROAD). 0 rn a Total Site Area 1,405,371 sf (32.26 ac) p + + + / a z 1051 / i ' caves_ t + .', ��0"o w 3 Land Disturbing Activity a. t + + f ` DATUM&BENCHMARK Q Area of Disturbance Onsite 1,064,703 sf 1 J A N Trac g-t ° c DATUM E. Area of Disturbance in 61,374 sf A gla WA 81 9z1,034 + ''p e ��o NAVD 88(NGVD 29=NAVD 88-3.71) N N Critical Area o g New Wei na 3Re Grading , Crean n q 5Q BENCHMARK � Cut 32,000 cy - _ +a \" k. \ 1 a76 �v VERTICAL BENCHMARK J P,O .� ° WSDOT BENCHMARK w Fill 6,000 cy -A O \ > 7. Q MONUMENT ID:3325 DESIGNATION:GP31531-162 NET 26,000 Cy l °64 + o+ E 1_ o THE MARK IS A WSDOT BRASS DISK CEMENTED PROJECT INFORMATION N TRACT DESIGNATION #a r/ �\ o INTO A DRILL HOLE AND SET LEVEL WITH THE O Z Tract 999-CAPA Open Space 321,03a sf(7.37 tic) 22.8% C=Y o CONCRETE SURFACE. Tax Parcel Numbers 310525-002-006-00,310526-001-0O1-00, z Q Fti >> ) (:( am ) �':<�<�< >j>j>�>>S��': °€ b� '. ,x IT IS LOCATED IN THE NORTHEAST QUADRANT OF .3 0526-001-002-00,310526-001-022-00, O J Tract998-CAPA Open Space a,174 sf(0.10 tic) 0.3% \ P )i CT�)�)�) j��) � o + o�o ryse�Tt^i'(� i THE SR 531 INTERSECTION WITH SIST AVENUE NE 310526-001-023-00 it D_ Tract 997 CAPA Open Space 10,266 sf(0.24 tic) 0.7% Clt OfAr C ] e V o o Tofol Area 1,405,371 sf 32.26 ac - $ �A' -n Z a+Isy31" -- 0 NEAR THE SOUTHERLY END OF ( ) Oa x SIDEWALK,11.1 METERS 1 80 DEGREES FROM THE GPP Designation RILL (Residential(Residential Ultra Low W ln1 ton �. - _ ()�� Ca act MPN Overlay H Tract 996 79th Private Road n Contract 7,290 sf(0.17 act e5% - _ ? '_ I U f' APPROXIMATE CENTERLINE OF 51 ST AVE NE. P YI Y ouanty r�� t3zs ' o ELEVATION=125.06' Existing Zoning RULC(Residential Ultra Low Capacity) Tract 995 Residential Usable Open Space,Stormwater Mgmt 12,567 sf(0.29 act 0.9% G -' � fATrlll C MPN Overlay J Tract 994 Residential Usable Open Space,Stormwater Mgmt 19,535 sf(0.45 act 1.4% Y x �d?o 1 z 1 - N89°1 U'07'W 330 86 5 �n o Existing Land Use Single Family Residential 1 1- e 4¢, 0 40 _ oP er l 2 '�/�' _sty 3 _ nis y,> a1o'se I a F,. 1` Proposed Land Use Single Family Residential Tract 993 ResldenCal Usable Open Space,Stormwater Mgmt 5,882sf(0.14 ac) 0.4% 0 1 7 02 ^-470` / pqy xz L�� ` b Numberof Lots 171 Lots Tract992-Residential Usable Open Space,Stormwater Mgmt 19,081 sf(0.44ac) 1.4% a R HethF Zoniv UI e = G \ Cr 41p ��SSS'''=yP 1( 5-007-OOX-Ot 6 lU Average Lot Size 3,7565f U 3 Tract 991-Residential Usable Open Space 1,758 sf iacul.ci 0.1% Q ndJ/K. (((( ( (((�� UJ 2r�the �qu�wh Tn - Smallest Loten 8 du/ac Tract 990-Residential Usable Open Space,Stormwater Mgmt 63,155 sf(1.45 act 4.5% /_6�ng/ A9312J' Qo pQ '�g3on 24n1n�.' UnwrMd&/e?' ` S Net Lot Density 8dU/aC g _ Tract989-ResitlentlalUsa61e0pen Space,StormwaterMgmt 2,362sf(O.OSac) e2% i''l n_ -77 TflbeS ��/ /hYWA➢8273 LOCAL SERVICES Q - Tract 988-Open Space 989 sf ID.o2 act 0.1% 0 100 200 Sewage Disposal: City Of Arlington Sewer Service N a3: = Tract 987-Open Space 2,989 sf(0.06 act 0.1% Wafer District; City Of Arlington Water Services i 6 Scale:1"=100' School District: Arlington District#16 Tract 986-Open Space,Stormwater Mgmt 5,987 sf(0.14 ac) 0.4% Fire District: North County Regional Fire O Tract 985-Open Space 1,280 sf(0.03 act el°/ Sheet List Table C23 ADA Ramps Plan I C48 Road C Sewer Plan and Profile Authority N m Tract 984-Open Space 3,609 sf(0.08 act 0.3% Sheet List Table C24 ADA Ramps Plan 2 C49 Road D Sewer Plan and Profile Post Office: Arlington Post Office cs Tract 983-Open Space 11,006 sf(0.25 act 0.8% Sheet Number Sheet Title C25 ADA Ramps Plan 3 CW City W Arlington Stantlartl Sewer&Water Details Electric: Snohomish County PUD > n Sheet Number Sheet Title Cl Civil Site Plan Phone: Ziply Fiber ?� Tract982-Open Space 1,216 sf(0.03 act 0.1% C26 Rood Details CSl Lighting Plan Cable: Comcast Tract 981-Open Space 1,216 sf 0.03 tic 0.1% Wl Wall Plan,Profiles and Section C2 Construction Notes Management( i C27 Stormwater Mana 1 Overview Plan Gas: Cascade Natural Gas/PSE' V) Tract 980-0 S C3 Existing Conditions Map pen pace 1,462 sf(0.03 act 0.1% W2 Wall Plan,Profiles and Sections C4 Clearing&TESC Plan C28 Stormwater Management Plan-West -Cascade Supplies the Gas to y Tract 979-Open Space 1,239 sf(0.03 act 0.1% C29 Stormwater Management Plan and Profiles-West 1 PSE Service Area CS Grading Plan Overview Tract 978-Open Space 1,219 sf(0.03 act 0.1% W3 Wall Plan,Profiles and Sections C30 Stormwater Management Plan and Profiles-West 2 C6 Grading Plan-Northwest Tract 977-Open Space 1,218 sf(0.03 act 0.1% C31 Stormwater Management Plan and Profiles-West3 CONTACT PERSON SITE ADDRESS CTTY OF ARLINGTON W4 Wall Plan,Profiles and Sections C7 Grading Plan-Northeast C32 Stormwater Management Plan-Southwest,Northeast w Tract 976-open space 7,796 sf(0.18 ad 0.6% C8 Grading Plan-South gem Land Technologies Inc. 8014,8118,8210,8326 CONSTRUCTION DRAWING REVIEW ACKNOWLEDGEMENT WS Wall Plan,Profiles and Sections C33 Stormwater Management Plan and Profiles-Northeast Merle Ash 172ad St.NE c C9 Wetland Creation Grading and Sections C34 Stormwater Management Plan and Profiles-Southwest A 18820 3rd Ave.NE Arlington,WA 98223 WITH THE CITHIS PLAIN HY OF ARLIINGTON CODES AND ORDINAEET HAS BEEN REVIEWED AND NCES.ED CONFORMAR GENERAL NCE OF THE Tract Access C70 Grading&TESC Details g Tract975-Private Road Trac[(maintained by the HOA) 16,169 sf(0.37 tic) 1.2% Cil Site Cross Sections C36 Stormwater Management Plan and Profiles-SouthwestB Arlington,WA 98223 APPLICANT DESIGN WITH ILTYO THELI APPLICABLE LAWSDE ANDREGULATIONS ISESTAM AND COMPLETE Tract 974-Future ROW Dedication Area 16,064 sf tic) 1.1% C37 Stormwater Management Plan and Profiles-SouthwesiC merIe2.9727 APPEARRESPONSI N TYS SHEET. LICENSED ACKNOWLEDGMENT CONSTRUCTION RAWIAND GNATURE x C72 172ntl S1.NE Frontage Improvements I MJS Investors Tract 973-Future ROW Dedication Area 222,871 sf(5.12 ac) 15.9% C13 172nd S1.NE Frontage Improvements C37 Stormwater Plan and Profiles-South meNe�andlechWay.COm 11400 SE 8th Street,Ste 200 DOES NOT TIMPLSHEET.APPROVAL FOR CONSTRUCTION ACTIVITIES THAT DRAWING REVIEW C38 Stormwater Management Detail) 0HERC COUNTY, CITYOR PERMIT APPROVAL.ATREPROQU ED C74 79}h Ave.NE Plan and Profile C39 Stormwater Management Details 2 Bellevue,WA 98004 OTHER COUNtt,STATE OR FEDERAL PERMIT REVIEW AND APPROVAL.THE PROPERTY AQUIFER RECHARGE/ C15 801hDr.SE&East Entrance Plans and Profiles 425.559.2726 OWNER AND LICENSED DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE WELL HEAD PROTECTION C76 715t$t.NE Plan and Profile I C40 Water Plan ACQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS AND/OR C41 Sewer Plan AUTHORIZATIONS WHICH MAY INCLUDE BUT ARE NOT LIMITED TO,WSDFW HYDRAULIC Low,Over 100 C17 171 st St.NE Plan and Profile 2 ENGINEER SURVEYOR PROJECT APPROVAL IHPAI,WSCOE NOTICE OF INTENT(NOI),ARMY CORPS OF SHEET C42 79th Ave.NE Sewer Plan and Profile CALL AT LEAST 2 C78 Road A Plpn and Profile I Land Technologies,Inc. North Peak Associates LLC ENGINEERS FILL PERMITS AND THE REQUIREMENTS OF THE ENDANGERED SPECIES ACT. / 7 C43 171 st St.NE Sewer Plan and Profile 1 C I of C51 SOILS C79 Road A Plan and Profile 2 Tyler S.Foster,P.E. Steven C.Berg,PLS BUSINESS DAYS Tokul Gravely Medial Loam; C20 Road B Plan and Profile C44 7 si St.NE$ewe Plan and Profile 2 18820 3rd Ave NE T7270 Woodinville Redmond Road NE, C45 Road A Sewer Plan and Profile 1 BY: DATE: 22x34 BEFORE YOU DIG Hydrologic Soil Group:B C21 Road C Plan and Profile Arlington,WA 98223 Suite 705 McKenna Gravely Sill Loam C22 Road DPlan and Profile C46 Road A Sewer Plan and Profile 2 360.652.9727 Woodinville,WA 98072 DEVELOPMENT SERVICES MANAGER 1 800 424 5555 Hydrologic Soil Group:D C47 Road B Sewer Plan and Profile ylef@land}eChway.cOm 206.601.4682 THESE APPROVED CONSTRUCTION PLANS EXPIRE AFTER 18 MONTHS FROM THE DATE 26-0104 Compact Fill Area to 95%Modified Proctor SHOWN ABOVE OR UPON EXPIRATION OF PRELIMINARY PIAT OR SITE PLAN APPROVAL. A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H LEGEND W_ Boundary Line Existing Path Design Path Design Right-of-Way Line Design Building -w- Design Wafer Line Design Area of Disturbance i O W Existing Right-of-Way Line Existing Building -w---w- Existing Wafer Line X Design Temporary Silt Fence Z C0 Design Major Contour Line -------------- Design Building Setback Line a -0 Design/Existing Water Hydrants Temporary Construction Entrance N - - - Existing Major Contour Line -so- Design Storm Drainage Line 19 ED Design/Existing Water Fittings G### Existing Soil Log Off.N Design Minor Contour Line -ro---,o- Existing Storm Drainage Line Design Drainfield ### BMP Designations Z N Q OP Existing Minor Contour Line ❑ Design/Existing Type 1 Catch Basin X Design Fence Z Q h -- - Phase Line 0 O Design/Existing Type 2 Catch Basin X Existing Fence RG Designed Bio-Retention Cell V 10 Or Design Tract Line • O Design/Existing Storm Drain Clean-out - - - Existing Wetland Line/Hatch W C))M Design Lot line -ro- Design Yard Drain Line Design Buffer Line/Hatch N O EE Existing Lot Line ❑0 ❑ Design Yard Drain Catch Basin ---- Existing Buffer Line/Hatch ED Q --- Design Easement Line • O Design Yard Drain Clean-out - - - Existing Section Line RG-L Designed Bio-Retention Cell Lined ------- Existing Easement Line Existing Section Symbol Z Design Shed Dispersion - Design Road Centerline < < < --onr---onv-- Existing Power Line Existing Road Centerline --- Design Drainage Basin Cv Existing Power Symbol L. Road Drain Dispersion Site Benchmark ---------- Design Swale Line --�---*---*-- Existing Telephone Line w/100'Flow Path r Existing Benchmark Existing Ditch line Existing Telephone Symbol 1 p 0 -ss _c___a_ �O Design Edge of Asphalt Design Sanitary Sewer Line Existing Gas Line � � CD o 0 Existing Edge of Asphalt --::---::- Existing Sanitary Sewer Line Existing Gas Symbol Cb o �I a (3 NGPA signs x Design Sidewalk G) O Design/Existing Sanitary Sewer Manhole -��.-.x-�� Existing Flow Pafh 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 �Q F ADA CONSTRUCTION NOTES: P oTwn'o 5 F S : �,E ADA NOTES: The following notes shall apply to hartlscape facilities within the public Right-of-Way. - I. Unless otherwise directed by the City Engineer,cross slopes of sidewalks shall be nominal 1.5%.cross slopes shall not be less than 1% _- nor exceed2%. GENERAL NOTES 2. Maximum slopes shown on the plans represent the maximum allowable slopes permitted by current ada requirements.The 1. All work and materials shall conform to the current edition of the City of Arlington Public Works Standards and Specifications,and Contractor shall fake into consideration construction tolerances when placing sidewalks to insure maximum slopes are not the current edition of the Washington State Department of Transportation(WSDOT)Standard Specifications for road,bridge,and SS/ONAL EN exceeded. municipal construction.A copy of these documents shall be on site during construction, 3. Competed sidewalks or other hartlscape elements that exceed maximum specified slopes or are less than minimum specified 2. It is the sole responsibility f the Developer/Contractor/Contractor to obtain a din t,right-of-wa t,and ufilit permits,from the 0311612026 slopes shall be removed and replaced by the Contractor at the Contractors expense. ponsi tyo per gradingway y City.All required permits from other agencies must also be obtained by the Developer/Contractor. 3. Prior to any construction activity,the Developer/Contractor shall attend a pre-construction conference with the City,The CONTRACTOR NOTE: Constractor shall schedule the pre-const-tion conference by calling(360)403-3500.Prior to scheduling,the Contractor most If is the responsibility of the contractor and construction manager to ensure that all conflicts between plan sets are identified and submit and receive approval for the traffic control plan,city permits,temporary erosion and sediment control plan,performance resolved prior to commencement of construction activities. bond,copy of other agency permits,a copy of the contractors license,and proof of insurance coverage. 4. A copy of the approved construction plans must be on the job site when construction is in progress, U CITY OF ARLINGTON STORM DRAINAGE NOTES: 5. All site work shall be constructed in accordance with the a d plans,An deviation from the approved plans will re 41`v Q N from the Owner,the City En Pprove p y pprove p quire prior I. All storm drainage improvements shall be constructed in accordance with these approved plans and City Standards and approvalty gineer,and other appropriate public agencies. U i specifications.Any deviation from these plans will require prior approval from the owner,the City Engineer,and other appropriate w m; public agencies. 6. All of the locations of the existing utilities shown in the plans have been established by field survey or obtained from available iv cords and shall therefore be considered approximate and not necessarily complete.It is the sole responsibility of the Contractor J O m Z Z Z Z 2. All pipe materials shall meet}he requirements of the City Standards and Specifications.Acceptable storm drainage pipe materials to independently verity the accuracy of all utility locations. w u 0000__ include concrete,pvc,hdpe,and ductile iron.Corrugated metal (galvanized aluminum or steel t accepted b the U 3 w ga pipes er )are no p Y 7. The Contractor locate and teat all least 48 d utilities during fraction and shall contact the underground utilities inn w w w m City.All pipe joints must have gaskets and shall be water fight unless otherwise directed by the City. pro castings an g cons groan a U O n locate service(I-BOP4245555 or 811)at least 48 hours prior to construction. 3. Pipe bedding material shall be 5/8-inch minus crushed gravel for all pipe types,except ductile iron.Bedding material for ductile 8, Inspection and acceptance of all work will be accomplished by representatives of the City of Arlington,if shall be the Contractors iron pipe shall meet the requirements of the City's Standards and Specifications(Chapter 4). responsibility to coordinate and schedule appropriate inspections,allowing proper advance notice.The Inspector may require 3 and replacement of items that do not meet City Standards or were constructed without inspection. 4. Al trench backfill in areas of pavement or structural loading shall be compacted to at least 95%of the maximum dry density'.All removal 2 other areas shall be compacted to at least 90%of maximum dry density. 9. The Contractor shall keep the on-site and off-site streets clean of all times by cleaning with a sweeping and/or vacuum truck. W Washing of these sheets will not be allowed without prior approval from the City Inspector. 5. All pipe shall be placed on stable earth.If in the opinion of the city inspector,the existing trench foundation is unsatisfactory,then 0 if shall be excavated below grade and backfilled with gravel bedding material to support the pipe. 10, The Contractor shall maintain two(2)sets of"as-built"plans showing all field changes and modifications.Immediately after ¢�¢ Construction completion,the Contractor shall deliver both copies of red-lined plans to the City.The City will forward one of the N 6. Lot drainage systems,stub-outs and any drains behind the sidewalk must be installed as required prior to sidewalk construction. copies to the design Engineer. 2 Stub-outs shall be marked with a 2"x4"with 3 feet visible above grade and marked"STORM".Location and depth of these o' installations shall be shown on the as-built plans submitted to the City. ¢O U 3 6. All catch basins shall be type I unless otherwise shown on the plans and approved by the City. CONTROL NOTES:.The use and installation of inlets is O ex discouraged. 1. Approval of the Temporary Erosion/Sediment Control(TESC)plan does not constitute an approval of permanent road or storm rn a drainage design. 7. All catch basins with a depth of 5 feet(rim to invert)or greater shall be type 2 catch basins equipped with 3/flinch diameter safety Q z manhole steps ore manhole ladder per City Standard Details. 2. A TESC plan meeting the DOE Storm Wafer Management Manual adopted by the City shall be submitted to the City for approval ui� 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 8. All grates shall be marked buffall to stream-dump no pollutants".all solid covershall be marked"drain".all catch basins and manholes request. ..0 shall be equipped with locking frames and lids or grates per City Standard Details. 3. The TESC BMP's shown on the plan must be installed prior to all other clearing and grading activities,and in such a manner as to U 9. All tes located in the gutter flow line let and catch basin hall be'Ylush"with t1-1. ensurethe sediment-1,ddenwaterduesn,t,nterth,dr,in,gesystem.1....the site,or violate applicable water quality o gra 9u (in )s pavement standards.maintenance,re icement,and upgrading f the TESC Ian is the res bill f the Contractor until all construction Pa P9ra go P Ponsi tyo ^Z ponsi 1 g a gra gra 1 prior omplef.and approved by the City. J 10. the Contractor shall be res ble for ad'usfin II manhole,inlet and catch basin frames and tes/covers to de'usf to curb is c �O I1J instatio llan and/paving. 4. The boundaries of the clearing limits,shown on the TESC plan,shall be clearly fenced or flagged in the field prior to starling ^w LU 11. All retention/detention facilities shall be installed and in operation prior to,or in conjunction with,all mnstrucfion activity,unless construction.No disturbance beyond the fenced or flagged clearing limits shall be permitted.The fencing and/or flagging shall W O be maintained by the Contractor for the duration of the construction project. otherwise approved by the City. p S. The TESC facilities shown on the plans are the minimum requirements for the anticipated site construction.During the construction Z 12. Detention/retention ponds v41h side slopes steeper than 3:1 or with a maximum water depth greater than 3 feet shall be enclosed with a period,these TESC facilities shall be upgraded and added to as needed,for unexpected storm events and to reflect changed 0 Z vinyl coated chain link fence. conditions,as required by the City. R O a 12. Bio-filirafion swales and/or filter stops shall be constructed bedded or seeded and in operation prior to,or sodded in conlunction with, 6. The Conhactorshall provide the city a 24-hour emergency contact phone number of the Contractor's cerfifieal erosion control asphalt paving.The vegetation in the bill- I.must be well established before paving begins. supervisor prior to starting construcfion. /T 13. Storm water retention/detention facilities,storm drainage pipe and catch basins shall be flushed and cleaned by the Developer prior to 7. The TESC facilities shall be inspected daily by the Contractor and maintained as necessary to ensure continued function and the City',acceptance of the project. operation. 14. When infltrafion facilities are constructed compaction of soil is not allowed as the design is based on natural soil in the anginal location. 8. Between October I and April 30.disturbed areas that are to be left unworked for more than two(2)days shall be immediately Vehicles shall not be driven over the infiltr fit-area during construction. .real by mulch,sod or plastic covering.between may 1 and September 30,disturbed areas that are to be left unwa k,d for Z Zm more than seven(7)days shall be immediately covered by seeding or other approved methods. g Q 15. If the contractor encounters groundwater or soil conditions different from that shown in the plans during infiltration system installafion, the contractor shall notify the city inspector. 9. Sediment deposits shall be removed from all Catch Basins,Pre-treatment/sediment Pond,and sediment Traps upon reaching O V - depth of 12 inches. 3 CONSTRUCTION SEQUENCE 10. any permanent mt,nFon/detention facility us.d as a temporary senling basin shall b.modified with the necessary erosion control >n 6 N I. Arran d attend a traction meeting with City f Arington staff,the on-site erosion controls list,the design me s,shall provide adequate storage capacity,and shall be cleaned out entirely once the site is stabilized.If the permanent Lj Arrange an pre-cons g wi tyo g specialist, gn facility i........ to ultimately function as an infiltration system,the facility shall not be used as a temporary settling basin. engineer,and owner. N U 2. Contractor have a copy of the City's design standards and all standard details on hand at all times. 11. where seeding for temporary erosion control is required,fast germinating grasses shall be applied at an approximate rate of 1200 CS 3. Identify clearing limits as required with flagging and/or temporary orange construction fence.Locate free protection fencing Ids per acre. boundaries. y 4. Grade and install construction enhance(s). 12. where straw mulch for temporary erosion control is required,it shall be applied at a minimum thickness of 3 inches,or 3,000 pounds 5. Place silt fence,straw bales,etc.as necessary to prevent sediment-laden runoff from leaving site. per acre. 6. Provide protection for existing offsite catch basins and other drainage facilities. c 7. Grade swales. 13. Soil stockpiles shall be stabilized within 24 hours.When actively working with the soil stockpile,stabilization BY GROUND COVER C p 8. Install Bridge system and enhance.Sewer boring and connection into site beneath stream. BMPS shall occur at the end of each work day. L 9. Grade and stabilize roads in conjunction with clearing and grading activity. 16. Install/maintain temporary sedimentation measures. 14. Stabilized construction entrances shall be installed at the beginning of construction and maintained for the duration of the 11. Clear any vegetation on site.Complete mass grading.Stockpile top soil for redistribution to minimize export.Reconstruct project.Additional measures may be required to insure that all paved areas are kept clean for the duration of the project. sediment-trapping measures as grading progresses.Relocate surface water controls and erosion control measures,or install new measures s site conditions change so as to maintain compliance with City of Arlington standards. 15. Maintenance and repair of TESC facilities and siract,re,shall be conducted immediately upon recognition of a problem or when 12. Locate and excavate Bioretention systems and associated sformwater conveyance. the TESC measures become damaged. 0 13. Install Water and Sewer. m 14. Final grade,construct and pave roadways. 16. Upon completion of the project,all bmp's shall be removed from the site and right of way.If bmp's are required to remain in c 15. Construct bioretenfion facilties once site is predominately stabilized and no construction wafer will be introduced to system. place for fudh.r protection,ananements for removal shall be made with the city inspector. Q Bioretention systems may need to be plastic lined and protected until site is completely stabilized.Ensure bioretention soil media a and underiying layers meet minimum specifications.Vegetation shall be established and vigorous prior to introduction of -c sformwater to system,regardless of time of year. CONSTRUCTION DRAWING APPROVAL 16. Ensure that the permanent drainage system is complete and functional. SHEET CALL ATLEAST2 7. Remove any temporary sediment controls when permanent drainage is complete and erosion measures are in place and THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS functional.Add topsoil to planting areas.Plant wetland areas in accordance with landscape and wetland mitigation plans. PER THE CONDITIONS ON THE TITLE SHEET. C2 of C51 17 18. Remove remaining temporary erosion control measures when danger of erosion has passed and site is stabilized with final City of 22x34 11 BEFORE YOU DIG Arlington approval. 1-800-424-5555 BY, DEVELOPMENT SERVICES MANAGER DATE: THIS APPROVAL VALID FOR 18 MONTHS 26-0104 A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. LEGEND Eou�WayLhe 1' �`� c� Ei:n gse�eon JY aoi I� � -.._.._ EauhngSeclianUne tII I \\ p \ �. _ \ �\., Exdhh R'h/-al-Wo Line I 6 ( 1 1 \\ \\ p'ti \ -/ \ I -J \ \ 9 o Y 1 ii I �� ,-N \`�^ Y \ ~ \ l > Ewhh L lL/ne ExishhgMonumen/ o ) n \ \\ -J "_ \-7 ( - I - 1 I f 1 \ ( - a g ® \ \ T I / / t r bog ------ EufngEosemenlue E/Jhgrype/CIheoun �I I kr I�o � /r 1 1 �.. �/ I � 11 � _ \/-,`_\�, •! ✓N✓/ / �) 1\ \1 T i/I � wr> - EauhngE 111111.9he O g n Exdhh Ede/At /1 S Ek/sN Son//o SeweiManho/e �d / ^✓ \I I /\ !�ti �O llSg: J. / J�-\ i- -- -i--- E.areg,aewa/k�� lg Enngw>-Nieonn 1 -�� I6Ito �I,I1 \_ 7 > /� 11 /' \ ��r..S��y �LA I \� .l\ \ J -----I E.are gMaw'-Con1 u.L)ne ® E nn g w>.n�>>� •a.l'�ltii 4'a - ._ _/ _/ I I _ L \beaPacrtY C v/ _ l _. \\\J ti 1 I r \\t( I } dj EwtngMi acoa�aLfe b .� q� � - _ - -/ r• / l` Il / /� „. I yP IIesL / .r �\ �-�3aa n - E hngS/-D-age LLne oa Eahng Wll FiMngr I EI r� -�!* �a�i y{I l( l / I I - - / \ _ I I l '\ / �� \�.\\Y I _ \ /f' .� j1 aql = N 3 0� ... - E hngC-kA; EnngrwerSY ani �:. '� --\ \III / / e // \/ /1 ( I / �,.r11 / l C-I \'`^� \ \ �t 1 r• ti 3 5 1t /-,-`� I > _. Ehngoahine I1 y,... I \\ \ I 1 1 nl/ �i/\� 40 if1 l ( -J ! -, t �_ / z0. 11�' t 5' I Q cal LO ___ E'hh9 SoralaySewerUne © Exahng re/ePhone JymLw/ x � o o I11 \ \ (� \I / \�/ p I 39 // t (\\ 1 \\ / C`O cv - g{ I I \ -, I li (�' 'S r µ\` \� / _ / 2-� / 1.� \ 't\ \ V w --+ Exdhn WolerLne - Nt I J - ,F _ X ExdhngEence � Exislhg Gos Jymbo/ I Il�� .. � "e -� - °-q4�J 'hp � _�` 1=1 I � �.7��W \ IN ��/ /^ �f - r, '� oar\_s �_ �T� � Ex�JS'ROW ��O w� � oxP---oxP EwhngPowerUne G### Exish gJo/Lo9 -- P� -!_o ( _2n(� 1�E. 941�v _ _ r�39nF - N / N89°75'3S"W 76d8B4 _ H �M 9 e Phone .: ...._ .. -... Exish" r/e Lne v Exahng - .. 1 .HP ��pp - :....� \ _ /�n O- a - Earhngr e o ° o =F =F f`=)= /G t /°— -�- - _ o- --p �— �— \ _ 172nd St.N.E. -_°__ y E hngLgh/ on"' Zd-- ( _ g_ `_ d Concrete b 00 Q Exkhhg Wehond ® 00 ExrshngMo/Lwx a\6 e�. - .� OBE n -_ - - _ _ _- _ - _ _ _ -_ - - - -- -- `�"f �w...Tst FouMonument in R I Q ' _ _ __ �`s� _ yp- __ _ w__.,,,� �N, �\l \ 1„1 I r case Ye"Brass Pin I Exisfin Tiees - ""�.l - _ •� 7 \ a Exkhhg wehond � XOi ( 9 ) - Rio 0�aoly \ \ \ \ �s I /-sD 'Gore seme'ni� s Err �� o; �� '� \ I \ I < z }o remain �" \ / / 'l++ Erm gwennd! �p, (Removed) 10 \ ` \\\ \ \ I I'rxtr 9 kJn tl r 1 `I A II,;cl / /' �erAFN 70170//B0429 (ro be removatll \ �` Y \ i -^392_ y \ l\Y-1 I Exisfinq Trees \ \ ( / / nest rr$deGo}Yr#ih)o' \ \ I Eahhg wet ndeuH ' (to be removed) \ \ e \\ \ \ \\ 1 o�a fella IErr,{g wr O ibe remo ea v v iA 7- 6 �7v v J v v { mmissigne 9 v� v v� v v v v v v oee'g�oe no�a=Co tl / o ;I vv of vI� 4 v /Y1/LLI EuhngwrndeuH l� A 334 A V A A AI \ �r^o v \ H p / O`��t P ParlDor{Rol�,) 1 I / /� t��r.^' ' v _ Il \ 3 IRemovedl \' o �FmhDg E ling P werBde 396� 1toberemoved) v 1 A)� o o _ A A V A .�A. /�tr�ba d�c� 6 d l�., Ln i t I I F 46 AphaBp m—y / \ �t_ a n g a>'ewar 9� ' / '}\r 1-4 I '` A r� e ��as a\Z \ \ \ \ \ t\ P rh r(�� / /n (to bee ovedl 1.I /Iro be Ermn Arou 1-•..., J:.. �. 9 \z z o J. t a P A A V A� .�-�Re11 � l_ r I I f"' I IJ� Eingr (D j �V decommss red g _ 4- y a u•�A ) x ty d/a \ \ \ \ eq rim J / I yro \ �r beramo�al / '- - -�: 0 m s o \o p,Q 4 \ \ \\L�-� 1 \\\\ \I )i I 3'.-001-073-00 I1I be removed �) per DOH Exahh �) \ ' 1 {`D II \ \ \ \ 1'I 1 (rYP) , 1 1 bnh g I v a- A N %/ regao-em 1 v (to be ramo�ad r--- V°° 29A \VA I II / mhn&Ke/Makes u Yb II / pb' 1 I � be'�o V• �� " I / Bna va dJi NE V �LYasterP/ d a xtv 1 1 V A 19111,WA98223 a°�-00 ° \\\\�A�1)\� �I V =-' / / E nJ Jn I II II 1 Ir l vil� a --1 a�i�p�menr I JCeiS6hoChao� N)P I v ) / / r t I 40 k,sTdenhalL/tralow ti� o A A v aongiawA9ME �4{� } dg P Y v eqa _;' jl f +_ I be ° toberemov d 1 p g eb rxrngH ke li-= �� / RS.Fp c peen}= vw- ° �, n. A s0�7educAp I I I P 9`\�d I I l w 1 I ahn m 9 �jraee+ernovedl f v v 6 S v� I I A w wltob dl �I / s- A l� �wA > gramov/ �` \ \, ti��• F�,' o Fzev9�zo i zf^ / / 1,P- /- 'PP ;� `aeoai>rt o 9)NE v 3 Y 1 I v n/ugn! be decommaoned �Ij/Ng[o2 WA fl�F.: `63 Z' \}\ i /(to 1*remo4edl I/ ` \-E h 9 Shed / r DOH Rulesl / 2251"W t19t.3' \ \ `` \ /Eg�vte / �" >`1 1 ;,/ \ \�_dP-0 __ -,�N Illr� -�/i s y / I y \ \ \u" \\\\- / / / fro be removea f�l \ I a WerX ti o I. r r r/^ J y f I\ !\ /I/,I 1 { / i /�� eve IS iY. �,i,I / 3/0J7E 00100100 0+l ° ) '•T406 l l eSS/ONALE�G x r' ) \ 1 )' / / 1/ 1 Jae S7 men 0 PohK/aAnne MOHhiat r,\ J I, / / O 8710/77ndJ/NE �LL 340- L+I^ \^\ j / /' / / {l / // / / 1 I \ /A / ArA/5/o2 WA 9871J 3 V \- -I \ \ 0311 2026 _ 31os2e aolaliavl/ I!>l(1 I j f I w{ ( (II �I? �`\ WeUah[r D r i / \ cregaraL>evro,r e `\ (•� \ / > S l 4 I! 1 V 1 I ,. + r by -r - �,{� - , 1701179MA✓e NE r \ 1 T/ I I \\ - _ x4n ��•-(`\�'s,// A 91,WA➢8273 r I I 1)\ I - \ 1 I Ij Erng We/%\ ) ro�fl d / jkl L 3/051S00200sao l ram_ o [�`roNi 1 I I� 1' t��deco'm'ss oned er DOH Rules ( �e l I P-22 y ,'L t / a yl r \ f 111 1 II I I 1 J n -1 - Jhogvv Eraevrmdb 9y'L' I// 1-�.�5'.. I \\ \ \ \° \ \ \ �`'li r- i"�� ____ 30 / B4/0 rJ1dJ/NE _ 'r/ 1 )1 /I I 1\ Iz I \ 1 L 7 1 `�£T---- - == ly= - \ O � Aging/o2 WA 98123 \ v I III' {I / di \ ` j✓ O I 3/0575�2ON� \Ntaste Plamed \ v n / 1� Il�rop�d/eR6r�nii:sbn 6 \ \ 11 A, L-I \ / 0/ y wiioma2 nl.Nf Ii �' -E _� I\ �� f' Eg \ i I FI .�v 1 / Ifs- I 83ze1�zdSiNE / I Neig bdrhood(MNI u �,+Tn7 r<�., / wrr�-6" II H oyrn11, B ° ,.�f rr,,,eh 1 'IYt ! ±�__ I902 ZOC�1�3GG p �Qw��' it / 2 -f R�st'dentiaiUtlAa�,ow w l \ � ':.1 10 A / 41r� O II �'� -\ l Ca aci t/L �.. Jom zzzz E.Gsa �)% Z-Al I( \\ \ \ \ era 9 Jh� -' 1 / / \ \ \ I `Pt3' ry w u z 0000 rre� 1/o (r � , 8P-za . Q w+'I ` Y \ Frog a, GP lc�edj ,%' \ \ xtL / / 1 a0oo� a 1r.I tam \hJ EsgAb&-Mamelt/' Removed wanap/ --E�3v'G 'NB 29 ,52.25' .�% - N �� Ero'evr� // �O )/ I g i �l'fastexP� r( o h PN` v 'T / 1 Ew�rm ^ i er�Lbo �V A t V�ti 1 1 pIV5,' T-d� �- T f f Bohm // I �{ Jdestikt,,.y�i z® r; 311"4110 ova o /,-.� I�I, �_.� i/ t / J---\ J/os2amro2v y\i t 1 1 1 \ ( / .\� l / o e\ ty Jl•,�1 '0 mg �/` 1 _ \•� G.egs./vani .� 1 1 \ � \ WedaAdG1' / _ ;a � l� ._x �-'o III" i Y t,> \ < l ♦ \ ) P egarA \ _ JI t/ '>�� to ¢" ( ) n11 psi J�rn� EaztJh /690579/h A✓e.KE \ � \ 5 C / Col // / - la r '-� «\��7 � Z �W/9 r1I11< Yedr/ Jp / "t ,i ire(` w0 /%/6f l r-� N (i i S J 1 I I /9 r',,G I„A tt,t, � ) / 7 a /r��•��•� v�A �� I °J l ( zV 1 J V o J A 'o� '�', I l yo-- '1 1 f�`- a� -'---�__,-� y\��1 vs �I S\1/ v I ) 3/os26-By/a2z-Bv �V �_2 io>>Jit -'1' C �z � Z Q r-___ - L �I 11(77—Aobe�_ l r.��---`l 3105t-011.�1=�IlA-� / Exishh9 \\ \�� ^54 J ) / � Arhrglo2 WA 98273 � \Ji?\r $f�_\/(��~ / \7 ^w -- -- � �� _ —4 - / v� idNo,!a Suson , ly® P(r •`y�\> r t z laszsTi11---'v� -I/ v V v_ 1 1 '�1 r v � ( \ f J)( F c I ( ArfaVan,WA 982231� ) ) r A` \ I / t l ) I g o o _';1 ° I,-`J l�J p •) r r \ �` /�-c-ErrnngHureiy \� �\ \�e 1 ( ( I 1 / \ \ I 1 \�rJ C� "J l> Jl E- 1d` zaiiotemen! f. 1 ",L/ ,I v A �V� ♦ I V 1 l I A 1 / " / �. °a21 E.Jo'aitmavhonEtenrenl �o r t° l (� A.EN noe020Jv2 \ V ) C V ?l u�s:ondoimyEaremen! J,° J�° / v )lu 11 Jlr / Sid / ti V r) A.ENnOe/801z¢9/erz9ozs9oxcoas119 �- / � h �/ r� Jv�v v ( \ �� A V Av .�5� / A:!, /� „J 1 A� ' 1 ° /�� U \`Itivilj\)`tollV< L�/ t�° � ({ice.+-ei�� o47 l �r q 7�Cit af4iin�on 1 /`� 1vI! �i �r 71J /// W 168thSt.NE� J I> (/Lh'ryofArlingtonl A) 1 ) 1� v-1\V J r1r� %'_ 007" z1 Tribes.-_ 3 X c 1 r tr ° e-° ...�� SNohomishCo�nry(J / LT-. A_. �_ t)t8 dr��•� _ N89°-_J r J LU • � 5til (/ l I \ 1\�,>> / \ L 1J S � .AA ( S -, a -r.\ o � / C \7 �` \ 1 dAAVIZ I f �a,v/�� rtt.,., um `,J �., (`a° 1 f�� ° U.�'1 (� Zoning: r( Cc��v)l ? V-e urlir�rr o �f r� ti t'��` 1 !1 V_ 'V !-r A �� t <�. 1 ° r'� ` ;o c/•a. Tribes r 1 > �.,. �� 1 C� �� 0 1 w AQUIFER RECHARGE/ A� \`� /m-0 �� _Zonvrp�� \^��V i k> o^fir cr�� _� �) f �vV_. u�l �� -I � C m s -. . rtb 3/oss - 1( ) /7A1B177MJ.NE ' WELL HEAD PROTECTION c Lour.overloo .Y _ ��e r�J3 �V �,� w csn3 r ry b..., r, n o sal-r�V A l S\l A V ° / �� a J i 7 c r'' a 1 �1\ XS \ cr / �- V IL A `ta YL l v 5, Lv �,I v �2 SJ /�� J v i„ .,��=.� � r� .. T _ r �v� �l-- / .�_ �, ._. -. _Dry ➢ 2� a h. 1 SOILS EXISTING CONDITIONS MAP (EAST OF 79TH AVE.N.E.) 0 100, zoo' T.WI Gravelly Medial Loam; Hydrologic Soil Group:B McKenna Gravelly Silt Loam Scale:1"=100' 0 Hydrologic Soil Group:D Compact Fill Area to 95%Modified Proctor a` 0 CONSTRUCTION DRAWING APPROVAL CALL AT LEAST 2 SHEET BUSINESS DAYS HIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED /-pry C51 PER THE CONDITIONS ON THE TITLE SHEET. l_.J of BEFORE YOU DIG BY: 22x34 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE: THIS APPROVAL VALID FOR 18 MONTHS 26-0104 °„P ° ° „P �A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. ° A ti — e r.... .,°:.. .,.-....: o -- ,n F_, :.: a"e�rr• � ' '"' - - — — — — „- ---„r-- o — — — — — Aar --- n ° " a ° °� ° / ° q _-61==a _ o�esyoP °nP- =°„P °nP B \ - \ ° /° P P " S o_o c _�_-_� ___ -_ o- a a __ /__ _ ogb f+oar opp I _—____-_ --- Ex.7v ROW \ o onP -_- o a o„P o onP how _ t 7 7- 7--— / - t-- - - - -� -�7Zndt.NE / - l - ° cam -- All a}grade curb inlet scuppers shall emPloY° - _ __ a filter fabric wrap fastened with sandbags I :9 BMP C220 for Storm inlet / // ` I \" = N Q P at the gutter.CESCL shall ensure no protection shall be / I�� \ \ o > N \ \\a Q F \ \ \ \ I I Exr�lhh ewo> _�_ _ I construction debris or silt-laden stormwafer installed at all curb inlets / Ex 1"g Orivewoy \ Lo \ \ "stin brivew Entra \ I I (}o Ike rr\oved)\ - - {,__ I >t ',(I I be introduced to City Bio-Swales.See DOE and CBS within 500-ff of f ' Ito be removed \ / ------ re C \ \ a \ to e majrltaine�til n1w \ \ I \ \ \ _ J I Se W Vol.11 C220 for detail options `�, - Construction Entrance. / / \ y�.1 \� ExkHng Ovvewoy -_ i C,p' \roa rc\con'structed. � Er Ang Wel'/ t I di� / „ \ _ Ito be removed) it I j W `p)lO A A T�I A A V A V I Exd6Ag Shed A I >l i- ( be de comm shone J I / i / - J7 s: ✓ 0 M \oo A V A be edAems 1 / Temporary I o / / i -� / .�'' p C \ v \ V V A mev 1 v V m * -- V Tem orory\ V A \ A hl / / s F, I I Construction / o / /...� / ti��a�`„ A V I ) ?i A� CV \ d v Ib Con ctiod \ A AV "�y� (D `p n �P 2a I I I I I ) Entrance / /® I `: ''-ri•"'- �.. a A fV A g Q / I / `.c==� Ex67ng House -/� r.. ntran a Cl \ �\ \ \ / / / I TemPore'y . J � f i\\\\ to be remo� \ w dii \ \ \ \ \ \ ,-''� \ \ fyi ` / -� I Amended Soils / �/ x I / 1 r n ,g =� ! , 1 \ A V A sA A v v V v I I / it / Stockpile Area / / I ��; /, _ �P / A #�i v = I \ 4 �� y�-- t \2 E `er V f+y- A ' Ek/s7Jn am (to be removed) �o e ( \ III•I .� 1 / ExisNngAr/ho/fodeway / Y� ,I Errvgoom�v/aereNe ( } G .I J o a"� V A V A A V �V�� A I /I IW ) I 1 . I / (to be filled) o \ \ \ \ \I Y be removed Ili-' \ / I Erirnn - ��QQey.� I I 9Tieer DTI s II \ \ \ \ \ - }o be removed \J $`b c \ �!,x \ \ \ \ \ \ \\h� \ \\\\� I\I P \ / I / I� INpI i( f / \ � (to be emoBed / ea °po V A I'I \--/-\ C O �to be removed pngr to C23 \ \ \ \ _.� \\ 1 ^` Stockpil66 Area / empor ry 9' / V A V A A \ VV AAA VA / / VVA\C•/ / ) / Ipuildin9¢onslrucYl n) / x i� / mr°I I IV yr\ °I sR ld-Rail I V A_ A V A 11�� V / I / /I;A / : - --� # _ y� I I:� I I v Fe'ce v �� I' / F_� - vv > s - 1Exss//ngG-ge Ito be removed), \ Ps Temporar,Silf Q $ I \\ Bk e / x Faring H ce y \ Ending shed I I b R S.Fp Hi R visibilriy fence \ I gll�vied)- _ I _�'- o bg Qved) 7--- / f S I I A\ I I (to be removed) I li N�gelre�foI F' 0 I I I I \ \\ 1 \ I 1 (tsbe Shed Ito be?emovedl �"t'.-'b".gde-�'/./m.l�isioned)' /1 °P-32 I rpp SII ce I Disetbrl I \ \ 1 \ \\ .` \ \ ___� \ \ I \ / _r P 2I\g°y e3 p tea•zn 2�4. V / I I \\ \ \ .� 43 J / / I \\ 9 g F NALE \ Itydl \ � ) ) l I I'L Exrrin Shed I �6 �eyy Y--_ I \\ (to be removed) I / N86e29'51"W/ 49.391 V A A A A /ExIsN Power&U filPo/e �_- dypeNs /I f / / / V A A V v :�/ / n_-III -V �/ - 03/162026 i / / \ \ \ to be r moved \ X ,:) I- / Temporary Stockpile Area 1 I \ ) J AFK 4z3ar75 1 / I \ l L \ 1 I 1 j \ { ) / / I oP I II '�/ to be removed Prior}o ,n \ I \y \ -At O° /' / �' (� v I / �eoi,so x3v�g u�.�ob� l em'eni Sl / / 1 I ( I l/� / // / / i l l I�� Ali - building construction) i. I A_ /�� _ -- Area of laU �o ��,v7z z (I // �v Disturbance I ��- A.FN 1z➢l'� /) ( / /f�/ l l I r� A I �IP'a (>vp) I / /// \ ( ) I I II ill I ,o I v o.w f g / !� ( 7 Il I II I I I ' � f' � III A I � / / � I� N�'� ��i I�IIIf�VI�I / / d / p o / wr�J CLEARING&TESC PLAN ^�-\ i� -- 13mz6-0or-anao \ j I \ I( / / �YefJaod6 / V \ a i T GegM 60eMo,fem / 1 1 l \ \ \ \ I I I W \I x/,q o . ) ill / \ S _tegoryW / II 2 K \ W z z z z z /70117➢/hAue NE ) l I \ i i L -I� } L \ r �I- /!/Osf�(to be filled) I P-22 li U 3 O O O O _ ! / Aanglon WA 9Bzsv I I I 1 I I I I I o \ 1 l i/ ( 3 '' 1 ,-O" \ - \ �'It /— I - I � r� u,<Q»»m CONSTRUCTION SWPPP � -_—�� / 13 elements that are part of a Construction SWPPP are as follows: Est w//y __ _ �- - \) ZII hobepe°mm oned) -� ----- The 3 1. Mark Clearing Limits:Prior to clearing or disturbing the limits must be marked. ( ) ) \ 1 \ \ \ \ 1 I I X I ® \ I Its This element is part of most normal construction plans as one of the first steps. \ \ I I ® \\ \ y \ \ t\ 11 I 1 I 1 \ I\I \\- I\ \ a I I ._�__ eremop l "k l' 2. Establish Construction Access:All erosion control plans shall install a stabilized V 1 \ / I ) o, A I 1 It be removed)I / P / construction entrance method of preventing sediment transport 1 I I ( I A I V A0 1 1 V A �\ �. _ ,J /!, / i \ onto the roads).If a standard gravel construction entrance is proposed,usei I I\ \) 1 \ I \ I \v CR3 \ \ 1 ,\ } y 1 k- / �/\ geo-}exile fabric under the rock.Note:o wheel wash is required for plans that ,.\�. I \ \ 1 / C10 \ \ \ 12kr \v Exging Grn✓ pl O \ I / -n \ propose winter radio / l I _ I (tob emove�t \� // 7 tl slit-R\QII o 3. Detain Flows:Based on a downstream analysis it may be necessary to detain / ,. \ C"leayw ( Fance � y \\ - / / � z runoff from a site under construction.It may be necessary to construct and use a detention pond to control flows during construction. / ) ,,\ 7 I 1 { \ \ \ Exhflng\O !/d/Rere:q / / , \ g \ \ •O m a I ( � v 4. Install Sediment Controls:If there is runoff from the construction site,sediment \ \\ 1 ) ( \ T\ `po�ory Silt \ // 1 I .DP-23 cp'F.`.1 <z NOTE j E nvla F ,3 shall be removed from the water.Note that the water quality standards must _ )I a 7 \ \ \ '�\ \ I be met. TESC shall be mo odified per site conditions, 1 p ' Vtslbijtiy Fence\ c / I / I 1 �` i 10 weather,and construction schedule. ILI+k\ \\ \ \ \ C10 \ \ \ I / -, It, / / \ I'L,.' 0 - CESCLshall have full control over TESC / I \ 1 \ \ \ / _-- FI a" 5. Stab lize Soils:All exposed and non-worked soil shall be stabilized by use of \ \ I \ \ \ I / / / I c ro methods to protect downstream properties. II BMP s.Note there are time periods of allowed exposure that depend on the ~\ ) 1 \ \ I f / I I / / � season.Groundcover both temporary and permanent need to be part of the A A A \ I Temporary 1 / ' J construction plans. Ad \ V 1 / /Amended Soils / I (D / / / l3 Arepof I :Temporary Re w�. / t / Stockpile Area / / w Q 6. Protect Slopes:Cut and fill slopes need to be protected from erosive flows - i \ I DisMtrba¢�g`\�Iu/��e\III 5j11 Fence w J and concentrated flows until permanent cover and drainage conveyance BMP'S(to be applied as appropriate) �) \I C2 (typj n V I 33 __' e / f- I / L O EL systems are in place. Vegetation � BMP's: C101 Preserving Natural `� - U �' \ lot I N 6 "W 35 25' clot / / I o N C102 Buffer Zones \ /( I / R' l 0 / 1 7. Protect Drain Inlets:All storm drain inlets require protection from sediment and C103 High Visibility Fence \� \ 1 \ I / (� I / / I I o W silt laden water. C105 Stabilized Construction Exit \ i ( ) ( -'P f 1 �L ,I ��-f L< a C107 Stabilized Parking Area �� l� / ) Q / 8. Stabilize Channels and Outlets:Temporary and permanent conveyance C120 Temporary&Permanent Seeding _ �,I \\I \ / ) \ \I 1 1 I a ff I / Q (D / 'I� systems shall be stabilized to prevent erosion during and after construction. C121 Mulchin \ 1 `\\ \ \ ( \ �^ l 1 p O \ v C122 Blankets Culvert outlets require protection. 3 C123 Plastic Covenng c12s Topsoiling/Composting \ I \ I (Masre P/an 1. 9. Control Pollutants:The plan shall show how all pollutants,including waste C130 Surface Roughening \\ \`s I \ I ( \ ~) / Split-Rail/ I ° - Ne}ghborood MPN /r Fence I Q - Q materials and demolition debris,will be handled.This includes maintenance of C131 Gradient Terraces I 1 /\ ) b t Y construction equipment,fertilizers,application of chemicals,and water C140 Dust Control \ ( ) ZoflIDg:\ \ ) \ \ �lJ- o (�efnPorarY g W treatment systems. C150 Materials on Hand \ \�r• // _ / ) �eside)vaa(Ultra w\ J C151 Concrete Handling `\ \S \ \ S / 1 Cos / I c 10. Control De-Watenn The wafer from de-watenn systems for trenches,vaults C152 Sawcutting and Surface Pollution Prevention \ y ( P ry l ) ( 't ) } +' + / 3 - g g y C153 Material Delivery,Storage and Containment \ \( \ 7 t \ \ \ `- (\ v 11 \ / �reUanL� /} e i `n 6 and foundations shall be discharged into a controlled system. C160 Certified Erosion&Sediment Control Lead I ,3rasle-Ovr-01v-�; \ 9 \ 1 -t` I - C C101 i N ( \ p Calegay/// l \ C162 Scheduling �\ \ \ Greg&l7/&un/ / S"I� � - O m 11. Maintain BMPS:The plan shall provide for inspection and maintenance of the Runoff Conveyance and Treatment BMPs \ 1 , /690579/hAue.KE / t V I / + WQ'lantl m \ \ \ -Ar&nglo2 WA 98'y" I F ,I1 1 llpn planned and installed construction BMPS as well as their removal at the end of C202 ChanneltLinDike and Swale \\1 ` ( ! / rl/ ( / % "1Plsantinys / + o the project. g \ l ( Il I / > n C203 Water Bars \ \� \ t \ I + + y Cif s t 12. Manage the Project:The plan shall outline how the site shall be managed for C204 Pipe Slope Drains C206 Level Spreader �- erosion control and identify the management team.It needs to cover C207 Check Dam I I ( { 1 f I/ \r - I - phasing,training,pre-construction conference,coordination with utilities and C208 Triangular Silt Dike contractors,monitoring and reporting.It shall provide for notice of problems, C209 Outlet Protection I I o m - \ 1 ` a revisions during construction and contingency planning.One of the most C220 Storm Drain Inlet Protection h n / / / / (- I T _ ' ,°„ important elements in the management of the project is planning for C233 Silt Fence o \ L 1 i contingencies based on the risk of exposure during phases of the C234 Vegetated Strip ` \ `-. (\ ( ✓\ I As + C235 Straw Wattles -fit \ \ \ \ S J I \� + +g o m 1 g development.If is essential that planning is ongoing throughout the life of the _ - v project. C240 Sedimen}Trap �� mil- L) LAND DISTURBING AREA A) 1 �v v (i � � o bo 20' v 13. Protect on-Site storrnwater mono ement BMP,for runoff from roots and other hard s,,0... a Total Site Area 1,405,371 sf(32.26 act On-site Stormwater Management BMPS Shall be protected at all times during the \ < construction This may that stormwater management will be ( T I ) r� Scale:I"=60' process. y mean gemen Land Disturbing Activity 1?/OS76 1-021-A u�j �� \ , / installed towards the end of the construction process to avoid siltation and Conceptual Area of Disturbance 1,064,703 sf �'- \ 1dHo/e-Q}OJuran 6eq�01 } I / Conceptual Area of Disturbance(Critical Area) 61,374 st !A F \ New Wetland I 1 compaction. My7S7➢ Aue.N ) \ \ I y % CONSTRUCTION DRAWING APPROVAL AQUIFER RECHARGE ConceptualAreaofDisturbance(ROWI 48.3G20 �1\ Ar/rg/onWA9822S ; I Creation ffi 1 \- THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED t SHEET CALL ATLEAST2 WELL HEAD PROTECTION Site Grading \\\ \\I I ( Buffer" l j I °° PER THE CONDITIONS ON THE TITLE SHEET. C+ of C51 BUSINESS DAYS ow.overloo c az000av . r/ V / 1 �<Creatio vB I ' ' 22x34 SOILS Fill 600ocy �� - A Plantings;; I er. s BEFORE YOU DIG Net 26.000 cy L\ \ ( \ DEVELOPMENT SERVICES MANAGER Tokul Gravely Medial Loam; 1 800 424 5555 Hydrologic Soil Group:B DATE: -�)�4 Compact Fill Area to 95%Modified Proctor THIS APPROVAL VALID FOR 18 MONTHS 26 A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H W U)so a w ¢ u° CC Z N 00 � $ Oc.Nz 3 Itll„ ItiI, , j pI ( g Ile, h - o IY -� - .N� I' I� I11 t \ /� vi "� .,��-� - ��" '�` `vv W o'M J _ \ cuY C� - r�r I c l l� _ _ � � _ _ __ �, v( a At o z-'� � - iV l \ 1 I 004 0 1-71 °� Ire II / w r 1 A� I �v ° 11�IItl IIv1 \-I C�i VT 1 ti o� e i - - o" maw - E.Boeow < o"P to ��', °� - t•. P� Ft�" i®9 F�I�P� F ...... ": y� 4\ J\ \ \ f az 1°• I o ot� I�ot h iL 179 017� 017 0�7 017 ot7 017 1 0 7 017 ot6 0716 016 016 ot6 Lof > "'"� a\ \oo\ 00 �,6Q0�,q00 ,�00 6019 ,ti00 ,600 ,6� 00 4.500 P �I4 OOs ,6001 ,600 00 ,600 ,600 ,600 ,600 0 ,600 ,600 600 ,600 ,600 ,600 ,500s 3q8: ,600 ,6W ,� \y\ \ - '� �Y'•�. F 3 376-.�'Itn L omA1 s as/z n �+p to NCIg!!bterPla IT�P ° �c,o \ a.•y \\12,P^f5 ( t9 c POW�.1G}u l•3I1�ck.� ofl0 600 600 600 III 0�6s 600 ,iW ,6001 ,600 ,600 ,600 tW Pt0 ,61 ,6001 ,6001 ,6�/t ,644 644 tl\ .6001 ,8001 Lt 19 4 +9 I °2 \^Jr 3h�mTn�te-p!/ndant Zrhnooii o.I 1 0 > �� ' �' I o ( -2 3/ores�( Basao vV A Resi4ential_UltraLp r I I' e5+ I na,, l 3,600sf I 84 172nd.fLy �('),, wA9$zzt_ qz Yr6p¢s�dcr¢y \\__ Mock 11 CAPA o 2 t3 Lo14 L ot� ot9 6111 of ot`I t113 t1 tl tl3 tI L13 L t11 t12 t12 t12 t12 t12 tl tl tll otl 404 �` s A�tle y_- 4,19 p 105 s ,60t .60 .600 .60 .600 .600 .60f .500 .500 600 .600 .610 ,642 42 .615 .dPO ,050 1 1 �3/](>/Z�Z6 r4117s 60� .6,.. - 049 - _ - 1 b,600 s1 r MATCHLINE-GRADING PLAN NORTHWEST n ° f I MATCHLINE-GRADING PLAN NORTHEAST GRADING PLAN SOUTH ,y L rs', / 3�4�4346 p�o N P Pa8 p P LL L 4060 GRADING PLAN SOUTH - - - - 3,60 sf p 113 13 n tl tJ tl tt tt 11 tt it �� `'may rf( �� 1 t� If yl •600 ,600 ,600 ,600 ,610 ,600 ,6( ,600 .600 ,600 ,600 ,613 38 8 3,600 s1 � e _ J f I --r` �� pried Gfaeik - aos S . 3/aszaoeo .n II I • I �� _ r�Bnr9mA, r e L a.600 ;i/ i Z AiingJo2 WA 98213 ) I \ 11 _ n�'9 398 L `••w 0 m _Z Z Z o NeighborTioad(MPVJ ` \ \ w u z o 0 0 0 Zoning- -" o o i "'>>>>m 8r JI~,, j,-- .�r._..��- •. t / A.ev,/lz3on _r 1 ( \ 1\l I t I• I S& -� II•-- --,•- - ae _ 1 �I ��`Resial e__�I a l ad ram- E.3o' arnron menu l l t l l s'sf Lot tss o a10 \ V 1 b (t l q t l n 6 r 16 1 r a.005 sr o 9 3,600 sf ,I Capac ty 1 \ GRADING PLAN OVERVIEW �3�a��uEyrP.gooduery'B�arenenr - li � � \ I �+ � ,y \� oso}r .�o .boo 1600 A.FK 71Gf[�fN7441M290jS�co,fA'ib/S17G2➢ .f->„\ 4 1 1 t $ \ _ _ _ .911 }16/i b"y. 40g otll�ytk otl d _ I�alo7sf •Aizl`` �. �l 0 \T i 12 of �oit2 o42�ot2 0�2 ot2 0 71 y s9 -�-� \CAPA •3ao ot2 t2 012 ¢a / 711- i ^ ,612 ,a01 ,601 01 .658 ,600 ,82d LO} \ 1 U 3z �594 ) l W 0. N b 'Neill/iG�oto?fd(al�Pt �� ]1 1 L z�1 ter, 4 I 3;991 r 132 of z>s9.1 r `In omn P�o sedrgvky 1 )Rea'fngV4�nd'LD\�-. \I\\`- ck GI\ ( 1 ; ( i,991 993 at �69 .190 J90 o13di< w 3 11 lin "`"4 �' z O i y r ` \ \�� (�_•( ) \ \ t 1\� 1 n�I I CA PA CAPA;� B f1 3,676 I ! , T � 1 +Q �� f - 310516001-0PD,'q�' ? 1 C I l` L ( ` ( •a�� + W d� of a2 ��,t r�st�r-•ay% we9i I(� 5Yc i ( i ii ("' // ++ ,406 �)�� , v��" 1 \ ) > RAsforal'ofy �( N 1 r +PI + �� )\...n / °/sc� O LU LU MATCHLINE-GRADING PLAN SOUTH z 1,o l J \1 �- ++ + o P I WETLAND CREATION GRADING AND SECTIONS 0 Tr999 + J P _ o< 7 ,, �( \I1 rJ� d CA PA sZ6=Bma2/ 1) 1 I Weill z LAND DISTURBING AREA NOTE h°tdHoieg mt V\A I Total site Area 1.405,371 0(32.26 aa) GRAPHICAL WALL SYMBOLS HAVE BEEN ADDED TO THE 3D - /BB2s�9v„a9e t V f ( I 1 1 g Crean Anngmn waroB�23\ \�,1 y V I V Land Disturbing ACNVHy SURFACE MODEL WHERE WALLS MAY EXIST TO THE MAXIMUM ( $ _ c� 1 v✓ / / o C '' N Q CL Conceptual Area of Disturbance 1,064,7oa sf EXTENT FEASIBLE. { •1 v y ) t t w +s, + V' I .�A { t o 1 Lw Conceptual Area of Dsturbance(Cnt cal Area) b1,374 sf DISCLAIMER:THERE MAY BE LOCATIONS WITHIN THE e, /�,� A �� A 414 �WetlunAB _ -� a �1 y/ °• •i��° T•po / li 3 1! a + 75 conceptual Area of Disturbance IRowl 48,302 sf WHERE WALLS ARE NECESSARY DUE TO PROPOSED GRADING WHERE 2D GRAPHICS ARE OMITTED.THESE AREAS MAY STILL t <f �! Cu"' 7REQUIRE WALL CONSTRUCTION. \ 1 1 \ �) �) ti ( + " 1 R/ti �-- 5 32,0)0 cy \ ], . / S� ( �• S.. Fill 6,000 cY 1 Net 26,OD0 cv \ �!\ �r°\ l \ \ \ s ? ao6 _ 'L,,., ` L\ �r Y > a ' tl �r ton a c AQUIFER RECHARGE/ a ' g/ �o N89°I0 07)' - / n s WELL HEAD PROTECTION `�� '1 " �. TIgY /l Iy'1`� \ l� ` I ° JJ T-�.�- Low,Over 100Tlr Lo " ...,J�•-1 \ (/ tiff -'1,-�t 1\ o l eo ^ram l/a' urArnr i�wTr�s7 �-de� t S"• " �\ SOILS I ( �. \ti e° 24XoBaa -ciz2 Imo. J untnnw�ct.a o 4.,- o - Tokulcra.•el Medial % / �-- \ ^• u � �� .y7/ Gravelly r., k r F x Hydrologic Soil Group:8 (� r < �'n l J ) -Y J ti 7 77_dsl 6/t J-ro rj !'T.S Ste• f y -�/ !,"`1 \/ I !v ) McKenna Gravelly silt Loam �'f l w A\ Q Hydrologic Soil Group:D \ r`f' \ t ' ( / ° ti T�( •- ` f<,� e s 2 S •\ rj Compact Fill Area to 95%Modified Proctor - 6S S`t �a� \3\ � ` Ly \ \ r. �r,f CONSTRUCTION DRAWING APPROVAL SHEEP CALL AT LEAST 2 G ^ y\ \ ^1' r v o~l J ( THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS`DAYS 'd14"\ 1 a 0r P ? \�� n tf ) �X r� r \l'`5 �� \�lo j �^k�'1� ` PER THE CONDITIONS ON THE TITLE SHEET. CS C51 of BEFORE YOU DIG BY: 22x34 1-800-424-5555 0 100' 200 DEVELOPMENT SERVICES MANAGER Scale:1"=100' DATE. THIS APPROVAL VALID FOR 18 MONTHS 26-0104 A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H W_ CJ g O w Cl) J ZN N �00 n �OWN H C0 Q3h CO _ _ -6 C"0 QCC W5,0 O O �C) zz 0N� w 00 z � J \ ( \ 1 \ s I\\ qt lZ-7 90 ,oz o 1 vas \ \ \\ \ \ wl I ' h �Q Lot 8�V A Lot 8a V \VLot 87 A\ \V Lot 86 II Let�S \V Lot 84 \V Lot 83 V Ld182 L t�I i/ Lot 80 li dot 79 Lot 78 Lot 77 S F \ $ \ 4.500 sf \ \3,600 sf 600 sf 3,600 If 3,600�f 3,600 If \ 3,600 sf \ 3,60Q If - 3,600 sf 4,500 If a0 500 sf 3,600 If 3,600 sf ER OS V v A / 7 399 I p' I 05-983 I - \ \ \ \ \ \ \\ PAD=364.00 PAD=368.00 f PAD=372.00 / P D=376.00 ll,006 sf PAD=382.50 PAD=385.00 I PAD=387 - -- / � PAD-342.00 PAD-344.00 PAD-348.00 PAD-352.00 PAD-356.00 PAD-360.00 I "41 03/16/2026 ma \ \ ViI ICI r - / I owoedrepnoB973 zz s7ilrF I I I a j I e vy' Phase 1 8 v IIIStStNE� \N1 I IV \ I j tQN \// zzzz z \ \ --roP3s7=- ---- -- -- \ 1- \ GT -I- I \-- - - --- - --- --- --1 w�z 0000t \ II \ TOP 342iOE 338\ \ \ i0E 355 \ 1- \ \ -_ I \\ I I U 3 u�n w�n�m V A V A \ RUOS\ V, A V A \ I I Oi<a T,T,ww� W a \ 2,342 \ PAD=357.00 PAD=360.50 PAD:=M5.00 PA\368.0\\\' I PAD=373.T I PAD=376.00 PAD=379.00/ PAD=380.50 1 PAD=382.00 PAD=385.00 I a U O 0 rt o:Q \ d l V A A V CdU983 Lot 90 ALot 91 V 1 Lot$2 \ A Lot A9 IV A A L t 94 1 Lot 95 Let 91 Lot 97 /Lot 98 Lot 99 "r w 1 x \ \ \ 350 \y� 3,989 sf _ �.600 sf \ 3.600\f \3,600\sf\\\ \3, 0 sf\ 3.600 0 3.60�sf 3.600 sf / 3.600 sf 3,6000 N 1 - \ 05-99 \ - \ \ \ \ \ \ \ \ \ / / 2 \ s67:f C@1989 y° Proposed Gr y \ \ \ I \ \ / N \ ro Block Biocell Elev. 1 I - i0E 338 I I 343.G0 \ TOP 357 Q r P p se Grav tY \ I /� /i 00 Ll O BI k Wall \ \ \ OP 380 U 3 II i TOF OEE 356. 1 \ 1 '1 �-i ~ TO ',y� pla 1 3 0 2 I of l I I Prro aid 1 \ 4\ \ \ \ L I u, / / I CL <z V it f�l 1 i3 try TOP 351 oE348 1 Roa D < / I po'f 1 N \\ / ' \ Lot 1 \ \ J n Z L u 909 If 1 \ - TOP 35 �' \PAD=352.50 ° Ilil:l EOJ3i42 posed Grav'1N - II T o Wall \ i \ PAD 354.00 PAD-355.50 PAD=359.00 PAD=362.00 PAD=366.00 PAD=370.00 I PAD=374.00 PAD=378.00 I f PAD=382.00 PAD=386.00 O a l Lot hv\ ;l v v v vv v v v 1 v 0 z0 4.1985P\ \ I 1 I I \ \\ \ \\ \ \ \ \ I \\ - O lot 3 Lot 41 Lof 5 I n Let 6 I Lot o\ \L�t 8\ I nl Lot 9 L-LGt 10 Lot 11 Lot 12 \ _ a V7 If I 3,600 If 3,6I80 sf I M 3.0 sf 3,600\f \ '�'� \ \3,61)O sf 1 1 3,600 sf 3,6\70 sf 3,600 sf ^9+ 4,049 sf \ Z r cr 7 \ Y 1 1 \ \\ \ m 00 sl Q JCIL^ ° \� 1 \ \ 05-98� - \ \ \ ` TOP 382 / a 989 sf� �'T. TE390_ a$ / 3 Q / TOP 35z / N86o 29'51 W 497.39' \ \ \ h N v /'I - \i - Proposed�1 Gravity \ tOP 370 \ \ \- / 05987 Pl 2 / >_ MATCHLINE-NORTHWEST � po' �340 / / 1 / 1 Blockwal \ �3e3 V A V A A \ / 2,616sf 'ATCHLINE-NORTHEAST O SOUTH / / �3bQ e� I A V A v v v vv_--- / SOUTH / > n rAQUIFER RECHARGE/ 0 30, 60' _ WELL HEAD PROTECTION GRADING PLAN-NORTHWEST Low,over 100 Scale:I"=30' SOILS S Tokal Gravelly Medial Loam; Hydrologic Soil Group:B McKenna Gravelly Silt Loam Q Hydrologic Soil Group:D Compact Fill Area to 95%Modified Proctor 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. C6 at C51 BEFORE YOU DIG BY 22x34 1-800-424-5555 , DEVELOPMENT SERVICES MANAGER f DATE: THIS APPROVAL VALID FOR 18 MONTHS 26-0104 H- H- A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H _ Up W ZZ CC O Uj Cl) w N Z J >0c 06 97 16,064 If 396 \ i__1T� W �� _ w w w 400 N • -�. __z o1 I:m1 0, � /II n 31�\ Dp I OD RU05-993 m I s.eaz sf \ 396 Hof 60 \Lot 59 3,600 sIf I I / Lof 62 - 3,600 s! osetl I I l Lot 78 I �1 77 L9t 76 Lot 75 Lot 74 ( Lot 73 I Lot 72 J Lai 71 Lot 70 Lof 69 �/1 68 Lot 67 Lot 66/ Lot 65 Lot 64 storm rer 600 sf s I 3,600 If 600 If 3�600 If 3,600 If 3,600 If 3,600 If 3,600 sf 3,600 If 3,600 If 3,600 If /3,600 sf 3.600 If 3.6fJ0 f 3.600 If 4,500 If I po / 398 / PAD=400,00 PAD=399.75 _ / O - � ,1I/ e PAD=393.50 PAD=394.50 PAD=395.50 PAD=396.50 / PAD=397.50 / PAD=398.50 PAD=399.50 \ PAD=401.00 PAD-40075 - -- _ d �L 0 C 1 - PAD=392.50 PAD=399.50 PAD=a00.50 j�AD=385.0)�- PAD=387�00 P�=388.501 1 PAD=390.00 P/-391.50= I - I \ I � 1 ----- -- -- - ---- - p 6\I/ O - -- -- - -�--- -- - - --/ ---- -- rf I Phase 1 �_b I -1 _1�A m i-1 1- /� -I ,b P -(i s-I i�+-i s N \�\ -� 400 8 5 8 A0 8 / 8 \ I L- 171stStNE q / v vI T � -I-I -- -- � � - - /- -� .\ i a019 sf^\ � � - -- ----- -- -I- -- i I - \-- - - / - --- -- t� '- -- - ^� III I PAD=401.00 II PAD=389.50 PAD=390.50 PAD=392.00 PAD=393.50 �PAD=394.50 PAD=395.50 rpgD=396.50 PAD=397.00 PAD=398.00 PAD=398.50' PAD=399.50 PAD=400.00 PAD=400.50 PAD=401.00 PAD=401.50 Po PAD=400.75 1 \I PAD=401.00 _� / n ty� ry' v v 0 I ,� a �a ,� / Lot 1p0 Lot 101 Lot 62 Lot 103 Lot 104 Lot 105 Lot 106 Lot 107 / Lot 108 Lot 109 t 110 Lot 111 Lot 11f2v Lot 113 Lot 114 Lot 115 3,800 ate^ 9 ,� / �' 3,610 If 3,600 If li h - II } °0 4,OSO sf 3,600 If sf 3,600 sf 3,600 If 3,600 If 3,6 If yY,600 If 3,600 If 3,600 If /3,600 sf 3,600 If 3,610ysf 3,644 If 3,644 If O Lot$6� qpD 11 0311&2026 o; // 47-'3,600sf PAD=ao2.00 v ^� ob a /1 k7u -/ \ - PAD=A02.50 \ III p Lot 55 $a2m 'Lb I I 394 398 400 1 2 3,600 If 394 400 � _402 �UU t ,Qc'S N j g90,� 392 394 �,59p 394 396 398 400 402 402 F- �2 /,r"SiN1 U i AQUIFER RECHARGE/ 394 _-- 00 es WELL HEAD PROTECTION t of s4 z z z z TOP 394 TOP 394 I I j L_ `TOP 400 TOP 401 TOP 402 TOP 402 1 I ''+ L w u Z 0000 Low,Over 100 3q0 I TOE 390 TOE 393 - TOE 397 TOE 399 TOE 399 TOE 400 3,600 If " °� ( l0 i Q F ti H ti ti m Ph e 2 - `�- <wwww� of 119 SOILS I Am1 I ( Lot I�5 Lot 13 Lot 133� Lot 132 Lot 131 /Lot 130- tot 129- Lot 128/ Lot 127 Lot 126 Lot 125 Lot 124 Lot 123 Lot 122 •Lo1�21� sr 4,050 sf `� -�\ 1 \ 600 O Tokul Gravel Medial Loam; / 3,615 sf a' _ 1 3 N / 4z If D-4oa.00 9 1 6,053 sl 3,600 3,600 sf 3,600 If ��II 3,600 If 3,600 If 3,6 0 If 3,600 If/ 3,600 If 3,600 If 3,600 If 3,600 sf 3.610 sf 3,642 If PA Hydrologic Soil Group:B p N I I Y / / I� - 1 1 McKenna Gravelly Silt Loam \ / / - r � \ 1i � Lo}53 I y Hydrologic Soil Group:D 00 81 \ \ / / - - - - - / III \ PAD=404.25 1 QV 3,600 Compact Fill Area to 95%Modified Proctor \ 3q'l \ PAD=394.00 PAD=395.00 PAD=396.00 PAD=397.00 PAD=398.00 PAD=399.00 PAD=400.00 PAD=401.00 PAD=402.00 PAD=403.00 PAD=404.00 PAD=404.50 PAD=405.00 PAD=405.25' PAD=405.G0 PAD=404.50 PAD=404.25 -I Ph -- ---- -- ------ -- -- -- -- - - - -- - -- -- -- - m / - a T Lot 52 � III 1I ¢a MATCHLINE-NORTH WEST / / --� G / // - - re I - 3,600 If MATCHLINE-NORTHEAST U 3z SOUTH / g / D / l 8 P / a 8 a�Oo Road C / 8 8 \ I \ - -- SOUTH rn a Lot 51.( �� CL - - - --i 1. 1 \ > z 0 0 40' 80, n GRADING PLAN-NORTHEAST o Scale:1"=40' C ^R J -2 ^w = 430 430 w 171st SiNE I Lot I ob Tract 9 6 Lot 129 oad C z p 425 a�1 m� 0 z 0 oW oW a 1 420 0_zl Cl_Zl 420 z o 415 IL z_ 410 410 s Bia-cell a am 986 3 Q _ ry 405 '^ 2.3'wall 0 ' V O m 0 400 1.3'Wall 1.'Wall _ ____ __________ _________ ____ ____ 400 rn m ____ __________ _ _________ ---------_ ____---_-_ --__ ____ ______---_ _-__-__- 0 1 n _________ g C m 395 y Individual Lot Rock 390 -Detention Chamber 390 _ Individual Lot Rock 385 Detention Chamber 380 380 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED / C51 BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. l of BEFORE YOU DIG 22x34 BY:, DEVELOPMENT SERVICES MANAGER f DATE: THIS APPROVAL VALID FOR 18 MONTHS 26-0104 A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H 3w W Q0 z z Z Cl) (V W (V Z O I, a, 2 Q Qeh 2 _/ -- - � o"o 1 , �- __ - -- --�- - ------ -- -- 1 --- -- - - -- -- - -- -- - - - -- -- r --- T 6 -- 0)'0 L i � - x MATCHL NE�N RT I z,b-'7 / / 1 '- - f v \ w g / - a- P£ \� 3 6�� A INI�-NORTHEAST 0000D Q - - Phase 1 - - - --B 8 - -� 8 noadc- - o - - o - -- SOUTH o 'I� 3,600 If s �3� I -- I I PAD=405.25 PAD=495.25 J I 1 PAD=406.50, 1 p 2 -- PAD=394.00 PAD=394.50 PAD=395.50 PAD=397.50 pAD=399.00 PAD=399.50 PAD=400.00 PAD=401.00 -PAD=402.00 PAD=403.50 1 PAD=40415 PAD=405.25 PAD=406.00 PAD=406.00 f pAD=405.75 I ^ pqD=406.00 CL '0 / a, / `v 00 t 61 / 1 / I Lot 152 Lot1411'53 11 y __ 1 O Lot 136 Lot 137 ,Lot 138 Lot 139 Lot 140 Lot V41 Lot 142 Lot I43/ Lot 144 Lot 145 Lot 146 Lot 147 Lot 148 L t 149 L'ot U50 fat I51 3,93v st o _ I m I 1 / /3,621 sf 3,600 sf \ _ - G 4,29!If 3,600 If /3,600 If 3,600 If 3,600 If 3,600 If 3,600 If 3,600\ I( 3,600 If 3,600 sf 3,600 If 3,600 If 3,613 If g 638 If 6�8 sf �K -1 Lot 50 f, l �a 3.600 If 16I C 1 V PAD Dzoo � a Z i----- ------ - ------ s - - ' 1- - i ' y ----- PAD 4oz5o 3z I - Lot 49 y o 3,600 If 11/ Ida J 392. ^ PrWce� P Biocell 0Eev. 398 T-BiocellEle � PhaseL 397.00 e119846 F� 1 Lot 48 of m 398 av ---� 4,005 sF --/ Bi I1 3600 11 __ 84a 404 ao" -- _ -- -- 1 1 \---�-��f -------� \---- TOP406, a.00 402.00PAD 40 II II II \ Z -- o I ---- I 1 I TOE 400- \- - ITOP 407 PAD 408.50 t• �F G cell R d I g \ I 7 1 v I T III h --- TOE 4001 TOE 405 I -- PAD=408.50 PAD=409.50 li O III S�ONALE� 1 55 f. y M I E T p06 or lss of 47 410-I 4,005 of 00 96 3.600 If I 03/16/2026 \ Lot Lc 170 Lot Lot 168 Lot 167 f 4,050 If ,600 If 3,600 If 1 3,600 If 1 II / 4 I I 'I jW7 \\\ j3 36]6 sf 37L2 sfLot63\, PAD=397.50 PAD=398.50 PAD=399.50 PAD=400.50I . . 3,911sfLO}461PAD=40700 / 3,600__-_ -Lor 161 TOP 409 I' 3,911 sr TOE 405 _---_-1 \•- 'I 11 \ PAD=410.25 W 1i w m ri y \ l 'hQb` ^' a / N / / i I� 1 \ 1 Lot 45 0000� \ t -nib per - _pq`--� _L PAD=409.25 II 'I 4,107 If U 3 - \ Lot 156 3,9 157 ` / I Lot 158 X 3,943 If 4,440 If \ _ �QII 11i [) Lo1160 3,943 sf �I PAD=4o9.2s PAD=4o9.2s 1 PAD=409.25 ' _ Lot 44 I W 1 \ 'PAD=390.5 \I AD=392.50\ PAD=394.50x PAD=396.50 PAD=397.50 PAD=399.00 PAD=400.00 PAD=402.00 I PAD=403.50 / ---- J \ Oa -"C --I- - -11 -- (�� 7 If PAD=41 I , \ -7 \ 1 of 19 A 1pr zo of 21 PAD 4os.00 ' a --- \ 4,44 sf 4 167 If L t 22 of 23 Lot 24 Lc 25 Lot 26 / / ,� u v A { 3,84o sf, 4 Lot 27 Lof 28 /. 1 \ 3,12 If bol If 3,601 If 01 If 3,658 If 3,600 If / T r, PAD=410.00 j w 1 �' �' 3,824 If Lo129 /c m °• Pr Posed v 1 4,1�oIf or 43 j, 3 G Bltick Wal � I I -` g \ I OP 392 O / 4,093IIt 8I ti I / p Is O m iLot � �____I ____I I________I I_ __- _I I_______ _ PAD=409.50 - $ x�3Pz m I I I tl TEJ79 /EJ90' , / / -� ,-_ 8 OPIf oSed PAD 7 / ! 0 994 Q 3 L "'fff 4oz 4oz Y� Grav' =409.5 _ _ f 1, 5 o w w N84 29'S1"W/ 352.2 I / iBl Wall / - of j0131 410 PAD=409.75 _ N PAD=410.00 PAD=409.50 PAD=409.50 � n iQ / Lot 32 `PAD=40a50 Lot 36 o. J -z = GRADING PLAN-SOUTH <\ 3.991sf o133 4,190sr Lot37 pqD=410.50 ; o LOf 35 4,190 If w 3,991 If Lo134 \ •11 3,769 sf Lo138 /� n \`� w O 3,735sr o C' 0 ¢ z IPAD=41\ I a I___ \\ I PAD=411.00 _ IL r I Lot 40 \ 3 \ I 408 �� 3,676 If l Z !) /� �L L6t 41 8 < \� �f 1 - \3.950 sf ,I 1 \ PAD=413.00 i 6 IaIE O m / '406 406 T - p \ i 1 coi -}- - I ' c v _ , V MATCHLINE-SOUTH _ WETLAND -9 a AQUIFER RECHARGE/ 0 40' eo' WELL HEAD PROTECTION Scale:I"=40' Low,Over 100 CONSTRUCTION DRAWING APPROVAL SHEEP CALL AT LEAST 2 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS SOILS PER THE CONDITIONS ON THE TITLE SHEET. C8 at C51 BEFORE YOU DIG Tokul Gravelly Medial Loam; 22x34 1-800-424-5555 Hydrologic Soil el oup:B BY: McKenna Gravelly Silt Loam DEVELOPMENT SERVICES MANAGER Hydrologic Soil Group:D DATE: Compact Fill Area to 95%Modified Proctor THIS APPROVAL VALID FOR 18 MONTHS 26-0104 A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M.In H ' 420 420 -- �� 4,742 / Existing 4 -.)25 Lot 26 h land Habitat it p Dc Design Surface(fyp} U -E ilbig,S ce/Np/ f �' 1 If 3.658 If /Lo127 ' /0128 I' i l `�`� < T" - -r W Refuge Island Bottom Cl) 410 - _ _ - 410 i a,8 sf i �I 4�0 If _ z / n i f Lob30 �' N Q P LO 400 400 8 «noo/ / J",: ; i� .� 81 I III 409.0 �6 oaf 31 -- - b O M 395 � 395 J // l / _ _ 00Q i 3,991 sf _ (�J d a m Lot 32' f II 1 Lot 36 ° 0+00 1+00 2+00 3+00 4+00 5+00 5+50 (J, / n // 3,P f III / z SCALE:Horz 1'�40' // �L /' oo '� // / / 3,993sf I Y \I �'' Lo}35 �r3 AA-SECTION (4:1)Vert 1-10' I{p M1z ' I! Lo 34 3,769 If / 4,190 sf 4,190 If J / / '' x/ 420 420 y "°r / I / CdV�B 'B!! I \ II 1 3735 s( Upland Habitat Existing 99 �O o / I - I ' I Refuge Peninsula Fxrs�gJ'T ce Ditch \I \ e ylle I / ------I__ _ II '�--�" o D o Bottom x I 611 CD 410 ------- _- �� - - -410 I I I i 1 i � r 1 d Design Surface(ryp) --- � < R'etl ° � - _ r ) 1 l ' co/�!� . �2 --- ------- -------- -------- - 17635 Retained! 400 400 \ /Wetla / / \ and \ ' 1 � II ° 3e / a c°Pvl7 �e°, » E wa°sr Y 390 390 m v o ozk O / 1 SS/ONALEC\ 0+00 1+00 2+00 3+00 4+00 5+00 5+50 / / -e----p-°- _------ _f--F-------------- ----- ---------------_---F 1--- 11 /1 03/16/2026 -------- _ ------ BB-SECTION SCALE:Horz l'=40 (4d)Vedr=10' F_ 7 420 420 o I a I ------ - Existing � �' I 1- ""*• E�rnhgJ�rei/ru' UPIand Habitat I a""""""" T I r Ditch ) _ _______ __/-_\____ __�- 1 I/ `/ � I I I _ ----_--------� ----_-------_--_--_--_--_--_--_--_d-_--_ -----<---- y -- _ i� »DesignSurface(}yp) iom 410 410 ~mo mQg Nm Island B zzzz wsn ood creation s r' � 0000� Oi<W�---°' Refuge klan -,mt. �� \ aUoo� �¢ - --- oat _ I a 11 � \ 1 I 1 ---�'---------------- _--------- ---t 40- --___- —_______- -----------_------- _—_____-_�__--__--__R--_e___--_9__--_�____--____-____--_"__-_ I \ 1 � �rn C 390 390 I pland _1 Pe insula ) Sm +00 1+00 2+00 4+00 5+00 3 00 e zr z 5+50 CC-SECTION SCALE:Hoar'=4o' \ I \ • I N `o M N 41 Vert 1"-to, ( \ \ 1 _}________ __7----- \ r' \ \ \ _�_____ _ \-2 Q Z O 420 420 \ / \ \Wetland crew ion ___),__ �:___ --_---- _-___________ __ ____ __ __ v \ bini _X- ---- --- --------- ---- - --.l.I etlanbs Car On g iF ~ \ \ W 55 are f ----------- \ \ �xisiing }tea t-_-- o wood debrisset at Ditch -- -- - - \ `7 \ \\ \\ \ \ \ \\ 406. -- ----- --.----- plancFHabifah---- -------- -'o -- W Natural Dam composed of Existing J 7ce//yp/ ( \ V A o ---------- large __ --F{ � p -o prescribed elevation b Biolo rst Bottom \ r / _ -- ____ .r5- __ � d00 Q 410 -------- -------- —�—�— " __ _-___\____ ________ ____ __ __ - - - \ \ \ \ R _ h � o� J --------------------- Design Surface_(yP) \ _<oe.o l ____�efufa\ Discharge e \ _ a0 _ _ B / « x72 p V ------ -------- -- ---- -a0 _r llIlI - j b e» ¢ Z » 0 400 O �ro 412»« 16a _Q\z _ -——- -- - « �IIIe F L e Natural Dam composed of large woody - ®as Z -° 390 390 I \ zae n g o�#1z5g ^° debts set at prescribed elevation by Biol Ist 2a ��II _ �---- »"" » / O l« \ 2 ¢80 » «,�° /- 711 ° 0+00 1+00 2+00 3+00 4+00 5+00 5+50 1\r / e 21 »r `�!`\\`1 z \/ N89° 0' m w V J zz18-a 2ez ° R Block Existing Ditch,Extend Peninsula \ v DID-SECTION SCALE:Horz 1"=40' r / -��1��» »z21D� \r 1z \ II 47273 2z a�z' rd zd9 earthwork to fop of opposing ditch bank �p / 3 � 0 14:11 Vert 1.�=10' / \`JC\ \� i�� \ J?L<--I L #72 «zze_ \ xze3 v o ! 3z `_- / N 6 420 420 J ( » - �•/ram J" > °'n. --V �- <- O Q �}�1I\�i v r-1 1V(�v\\�1 A��1 �vrI�A-\1A �\-•f f��1 1 l -1 am<u^Ar 1 t�J—(V( II}�A'\A \ � l7/� � / `.»z2:i,�_r r\ N—� U o"m Z' xnn Q istUpland Habitat Design Natural m composed of large woody V�\ � ( JSRefuge Peninsula k odebris s a} rescrbed elevation by Biolo J �� ' 3 1I ON 410 410 - --- n�N p� ( j JV q 3 0 40' 80' a 400 ------- 400 WETLAND CREATION GRADING AND SECTIONS Scale:1"=40' - 390 390 CONSTRUCTION DRAWING APPROVAL SHEET _ THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED CALL AT LEAST 2 PER THE CONDITIONS ON THE TITLE SHEET. C 7(� of C51 0+00 1+00 2+00 3+00 4+00 5+00 5+50 BUSINESS DAYS B. LLI EE-SECTION SCAL H—V=40' BEFORE YOU DIG DEVELOPMENT SERVICES MANAGER (4:1)Vert r'=10' 1-800-424-5555 DATE THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H W_ CJ g O LL M � Z(V BMPC105 �Lanai2%maax D varies 0j ao n iPivt 2%m p co �o,N NOTES: e = Q a 1. The entrance shall be maintained in a condition that will prevent trail orflowng of sediment onto 1^ D � Q 3� public right-of-ways.This may require top dressing,repair and/or cleanout of any measures used to `l�l trap sediment. 2 3 Pivot Point A Varies LO 2. When necessary,wheels shall be cleaned prior to entrance onto public rightof-way. A �curbetl seement ctions)curb a goner W o �M 3. When washing is required,it shall be done on an area stabilized with crushed stone that drains into NOTES: an approved sediment trap or sediment basin. 1.See STD Dwg 4l'1 0 for Curb Details. Filter fabric Q 2.When accessing shouldered roadways,maintain shoulder slope to pivot Hlterfabric material in material 00 antinuous rolls.Use Q point A. c wire Ex.chain link fence to 6" PLAN 3.Access t de shall be measured from 1 t B. rings or zip ties to attach rt silt flm fabrics point grade pivo point fabric to fence suppo b\ 4.Landing width W may be reduced subject to approval of the engineerin ,AQ.� accordance with Section 1-05 of these standards. Provide washed Gravel 49 'b y 5.A vertical curve shall be constructed to transition the landing to the access Backfll or Compacted _approach.The vertical separation between the curve and a 10-foot chord § Native Soil as directed by BMP C207 J 4"-8"Quarry Spells of the curve shall not exceed 3.25 inches where D is t 2.00 inches O (min.12"thick) ( negative). ( positive)or engineer. If permaneniS seed required, where D is QI d per detail 18 Typ. -\4 6.Grade across I landing may be±5%. i7 \ zj F� I' See Text Section 2-07 \ \ \ \ \ \ \ \\ \ \ \ / Srrippings from (vanes) Cover w/3" W i I5'm in. vA y yA,yA.yA,yA�yA�yA.yA A A,A,A /AA VA VA'H straw mulch �p o ---- - = LL cut-off le Near I 1 WIDTH W 5 D Exist Chain Link b IT trench g'min stmcrural 1 5d a^eaa N 1 5':1 max O O .y mi N - ---------Fenosis,standard or Filter Material in 8" ---/ / Pa LLLIJl " I'S'NP' TYPE OF ACCESS ACCESSING LANDING ACCESS GRADE :R' W e a Bu bottom oft=NN ` . RESIDENTIAL URBAN NON-ARTERIAL 15' +IS%MAX. r y, �, - 0 50'Tor slnes<I.O acre RESIDENTIAL(URBAN) ARTERIAL 15' ±7%MAX. 2"x2"woodp y g,'�-✓� 'fir Y. f F 3 LL RESIDENTIAL(RURAL) ALL 50 ±15%MAX. better for equivalent) p SECTION �/�\//�� A\ A VA�jA\ i z COMMERCIAUINDUSIRIAL NON-ARTERIAL 30' ±8%MAX. ELEVATION - COMMERCINUINDUSTRIAL ARTERIAL 30' ±5%MAX SECTION ' 1 Stabilized Construction Entrance Access Point Grades Silt Fence Detail BMP C233 1 Soil Filter Dam ERS,Fos 1 SCALE:nis Adopted from 2019 SMMW W Vol-2 Fig.4.2 l L / SCALE nts ---- J SCALE:nis er 2019 SMMW W Vol.2 Ch.4.2 `"F SCALE:nts i P �Y26 (V O`$/OL�G\2�v 03116/2026 BMP C200 BMP C200 For new road crossin 4'min width Riprap 1/2"Chamfer Minimnum of 2 galvanized BMP C240 bean top or stainless steel wood lag 1/2'Chamfer for>5%linear slopes,gs or bolts to firmly secure sign. quarry pas Level Bottom 6"line 11 6 II I' See recorded plat ('Min. m thickness s /\\%�\%\3/mok 3.5.. I� g\M z,/m CRmCALPREA PRO1R;nON AREA fSee orCAPAetl Plat for tCAPA U 0 ax T 5'-0"Max. restrictions. L To Pa nt Post White (Ma thews Acrylic Polyurethane ti y i \\ \ \ \ requivalent)w o \/\ \ \ \i\/\/\/\ \/\/ \i// with Black wm /// � \/\/\/\ \/\ /\ \_ rcvwesx lanann haractar height Existin \!\\!\\_ \/ a la e 1 - �/ \ Level Bottom \\'6" \/ Grounaline Lorin depth overflow -Z Z Z n I.5'Sediment Storage I'depth 2"-4"Rock Discharge to stabilized w O O O O "Min I'depth 2"-4"Rock conveyance,outlet,or 12NIV'Aluminum Sign w/White U 3 w�+�+V+5+m NOTE: spreader Reflective m ~ w w w Trap—may be formed by berm or by partial level pr 5'min. Back d.Install One Per 4'min. a U ze Q or complete excavation. Protected Pressure treated 2'X4"(NOM.)Wooden take,metal or fiberglass post. / C ` Temporary Cut-Off Swale Temporary Interceptor Swale Temporary Sediment Trap Dt Feature in a conspicuous place eail I (C—onite style I,ok provided it has an 3 4X4r J SCALE:nfs per 2019 SMMW W Vol.2 Ch.4.2 SCALE Iper 2019 SMMW W Vol.2 Ch.4.2 SCALE nts per 2019 SMMW W Vol.2 BMP C240 W anchor.) o den m T eated o w Magnetic locator pin(e.g., Magnetic locator pin(e.g., in pipe,rebar,20 penny nail,etc.) pipe,relo r 20 penny nail,etc.) Placed 8-12"from post along NGPA Placed 8-12"from post along NGPA Z I'ne. line. N¢ \ \\ Y //�\ Q O\Quick-set Concrete Steel anchor or /\y Quick-set Concrete Steel anchor orOjA similar anchor may be substituted for 1.5' similar anchor may be substituted for concrete on Type 2 signs provided it concrete on Type 2 signsprovided itfirmly anchors the post firmly anchors the post -Trail ali nmenf to avoid removal/dame a of Compacted native 6 Compacted native ¢3 9 9 ground material ground material significant frees and NGPA areas,cleared by hand TYPE 1 TYPE 2 0 H NOTES: NOTES: -0 a N T.-CTRA signs shall be placed no greater than 100 feet apart around the TTATA signshall be d no 1 than 100 feet apart around the h�Cedar Split Posts 10'0"O.C. t f the Critical Area Protection Area.Minimum t ers placed greater pa � ry perimeter erime er o placement I perimeter of one Critical Area Protection Area.Minimum placement -Z N Cedar Split Rails / shall include one Type I sign per wetland,and at least one Type I sign shall include one 7 I sign Hand,and of least one T I sign J O J p 6" \ shall be placed in any lot that borders the Critical Area Protecfion ape that per we Type gn _ Q approved y N biologist. shall, placed i otherwise any lot fiat bottlers the Critical Area Protecfion F 8'Max Cleared�j Area,unless entoth shall a d b the ppro biolo t. Area,unless entshalapproved b the County biologist. W I 2.A lacement shall ns subject to the a of Snohomish Count pprove y ty gis Sign p I approval y' 2.Sign placement shall ns sublet}to the approval of Snohomish County. a) � 3, Alpprovd a sign designs may be submitted to Snohomish County for Alternative sign designs may be submitted to Snohomish County for 0 w 5'Trail 3.All signs must be secure and permanent. approval. Q 3.All signs must be secure and permanent. ZO a a° LLJ p Type 1 CAPA Sign Detail o{ T e 2 CAPA Si n Detail F_ //� � Hillside Traverse slope V SCALE:nis (or approved equal) 8r✓ SCALE:nts loropproved equal) Surfac045 e Cleared of 6"Comp Depth Hog Fuel Limits Tail Cross Slope a Brush and Plan}Material (Wood Chips) 5%Grading Tie-in 1.5:1 FRONT ELEVATION Ground Line I t8"to 24" Surfacing Pin To Course where required V o o —A9"Initial Fill Depth w Split-Rail Fence Detail T Hog Fuel Path 7 SCALE:ITT, -- I V SCALE: 3 (D i N O m � m cs N U 2:1 5 1 N mOk, .5% 3.1^lax. �4"deep-3/8"Crushed chips a �\ i T Gravel Path Section I I SCALE:nk --- CONSTRUCTION DRAWING APPROVAL SHEET THIS PPSHEET HAS BEEN HE CONDITIONS ON REVIEWED TIT Ep SHEET.ROVED PER H C 1 O of C51 BY: 22x34 DEVELOPMENT SERVICES MANAGER DATE: 26-0164 THIS APPROVAL VALID FOR I MONTHS 4 A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. -- 6' H N aoo z I. 06� m� 06 7� 400 Lot 82 N a Lot 93 a Lot b 395 AE 390 a 390 u r m 385 - IL 5 O W m b o_ o_ o_ - ' ty�stSre w., III Z� 380 o D ' Gr and o 380 _ _ Phase 1 an s tir�� w �� gn 375 Block Wallw Fence w a T a �� —I — C Q 370 L Pr posed ravty 370 _ - - 3 P P. G m -_ --- _-_-- BlockWallwiFence a I. , . a _ 365 -� --_ _ " Q Intl v dual Lot Rock a en ion L Rock �v fI 1 SET ij LO � 1 Detention Chamber - Detention Cl.,amber / rn , _ _ 54 R 6 m �S 360 - In. dual Lot Rock 360 A - �0 xislingsu ace ----- ---- - - ---- --------- ---- -- Detenton chamber ----- ---- 3 ' R�,dc _ 53 �M 355 O 350 350 1 'I cl c., M v _ Ir 4 52' Q -30 20 -10 0 10 20 30 40 50 60 70 80 90 too 110 120 130 140 150 160 170 180 190 2. 210 220 230 240 250 260 270 280 290 3. 310 320 330 340 350 360 370 -- SECTION A-A(STA 3+75) aW. z 1155 47 i 45 CD L 0 435 Z, > r` .6 <6 tE o a e Lot 70 m d Lot 106 _ Lot 129 430 0 h ME Ph e 425 o .o w 420 - z 415 �.{pt°F wnsr'cTFp 410 40 Des n Grou d C 11986 Proposed 400 Wall Block 395 __ __ __ _____ _ __ _ __ ____ _____ ____ ____ _ __ __ ____ ____ - et Ch r '�(� _ fi P �- - - FSS/ONALE�G o Ind vdual Lot Rock v _ Individual Lot Rock Exis ng Sum c Individual Lot Ro k 390 —Detention Chamber Detention cnambWr MAP KEY 03/16/2026 385 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 Scale:1"=200' SECTION B-B(STA 9+70) m o6 Lot 14 _ Lot 16 d Lot 27 rn 430 0 1p la O I la o O I U Q N U ,u FO O r rO W. O ti U t = lC, F- 420 a r g Jom zzzz Design round „O,u 3" 0 0 0 0 410 U 3 L� s a U��KK irQ ---------- ____ ____ ____ ____ ___ -_-- ____4___-_ -_-_ _--- ----- __-- ---_ -__-_----- -__ 400 Exislin 5 oce H y 390 w 385 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 510 520 530 540 550 560 570 580 590 600 610 620 630 640 650 660 670 680 690 700 710 720 730 740 750 760 770 N z <X U 3z U rn`o M .O a 5 i � ¢z 3 � io 16 J O w N 4305 a otrance Phase 1 Lot 1 3 -Ph Lot 22 �'6 Lot 149 $ p Q 430 a o a la o f < 0 Dw aw a a ¢ W 425 - - a to 420 o= lb: b: t� o N 415 O 3 410rling5 a C 11986 Proposed Wi 405 ce Block Wall __________ _- -__-_ -- --_____ 0 ___ y c 400 _______ g � Lu _ m 395 - ---- ----' N V 390 n 6 =#1 >1 _ 385 C -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 m U cs SECTION C-C(STA 12+62) j Q 440 C i Lot 160 L 1 159 Lo134 N O N dl C� y a w w 430 C Ip- =1 u 420 S 410 - - - ¢` 400 CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 390 HIS PPERSHEET HAS BEEN HE CONDITIONS ON HE TIT AND HEE ROVED 1 1 of C51 17 BUSINESS DAYS 385 zz 3a BEFORE YOU DIG 500 510 520 530 540 550 560 570 580 590 600 610 620 630 640 650 660 670 680 690 700 710 720 730 740 750 760 770 780 790 800 810 820 830 840 850 860 870 880 890 By. DEVELOPMENT SERVICES MANAGER 1-800-424-5555 DATE: S THIS APPROVAL VALID FOR 18 MONTH 26-0104 PORTION O ON &2 TOWNSHIP 3 NORTH, RANGE 5 EAST W.M.a A POR F SECTION 25 6 T SH 1 N H oNP t ot, c oHr -oHr oHa oHr 1- p __ �P anPto �� 'ell c P a \ =�� _,- �\\oRP c P �g8\ oRP - H= NOTE: Roundabout is an o e / ke - _ l 4 aad - He �cp< P o-\ P -ode`-ear-ham_- H -tee �;=ol,E-� _\P�an.-E�.;4 ^o� gym- oBrP�oa� oar_Interim Concept.Final = H- �O \\ - I a �3 Desi n is still in works _ oRPz � = U ✓\E fli(gX J/a2�n/A' \_:- _ :.w. ! P7� '4T' - \ / uj �\ I / -F ,�!.- _!\ Erisl'JPo�w.wPo/e O a n \ \, '�___ -- o _,�-..\ zo-_` so /o - ___:o- _ __ xiflmg' F nlP -oHp_ onv Z(V \ Exd/h 1 __a_ __ _c__ __a__ c o W _ _ r onv a- ra- a / a -- a / a -- --- -so°aow ar e� c-- a -( a-- ,- --- 5 -t o oI - r _ x a -one ,N - L-- -- - - �92n� a -•--+ -/--�- - -e `cr--a-c- ''G --- -- kso/ ,6 +�`sr - �n1roa �- r hre rrr �aN e ,,yy M r --rxrt7m,� ---- ----- --- / a o c '- / I 3��ow arDE E h wn/_FRP IMersecndn / / Exaln9/IS' Po✓emerl/ c m \ Pn• ./- M £40'ROW _- 9 -97-e�- _o___ Q P =/P _ /� l / .. ,r�eild e / �& ^ o- l 1 Ertrnn IP' _ > 'S^ et. ST=118+2 3 '9 I� -s- -py�. qP'-=o___:o___so___ _ Lo / I a 791h A�.N.E.,STA=200�'S0.00 / SDCB-SD4 P emen/ExvAn /JO' l Tio✓e/Cane Q yD I CB-T Pe- h`l Tum one l l / xrslhg ll'Le/ E j"400+ =/ -.\. / TiovMLone it `3q0/ O //,� C lO Proposed - - d, ------ _-_ __- _- �. / m[one JI /801 S \ \ \ \ \ 17.5' I E ih/�g 35' ng a Pro g 13d wcut Line / I S `� �'o --- _ _ 17 S1.NE_Si Tioue/Can Propose Sawc r O 40'Ro0.v V l pos sl �/ I I e non w (V <"7 a d - __o--s-_ oo Q 15 P7an`f� - r - w - r Y �,h. wn w- w i w a °«.' ° angn- i 9 v 1 ti 974 m/ -� R36t�e w _ ° T- Ewstn Fre'F drool} erelocat�tl beh ntl stlewulk 19• n F CB-Tv \ 1 J� T -1 F p7 4 f �� /'c6 Type-I d4 p / 606 s Ow Dedication A A \ EB-rype-I _ - ssa J - V A ,o o seal Win AR4000 and sand Saw cut shall be 1 n ni n mum inside I \ \ \ W of \ •SAWCUT NOTE: I ` \ \ \ Neallne cur clean heat and tack edges wrh sealer CSsl and I I A I 12� Ili ��IC-" /II p- v a7. / A A A p C o I cry n -v theexsd.Showeotpesa pavement.bfrmnmampaveasearon / V ( - / V Ili a�l� I / / z of � \ I \ required.Show feasible cut locations on plans. 1 � � / y./ W \aw \ \ 3 V 1 C oL Lot _ / - o \ o }III \III Lot Lbt 85 Lof 84 L 183 :,I r:, Lot 8 Lot 80 / I I / a Fo I \ `o `\1\� \\� 1 � \\` � ` `\\ \ p�� - --/ - fJ � III � � e Lot 79\ Lbt 78 Lot 77 j Lot 76 Lot 75 3 L t 6� 172ND ST.NE FRONTAGE IMPROVEMENTS 1 Scale:1"=30' ER S. OS", ' M i ntersectlon Intersillon V 79th Ave N.E.STA=200+50.00 80th Dr.N.E.STA=400+00.00 W P �Iz- 6 nfersecBon yS/ONAL I 172nd St.NE STA=118+36.87 w 03/16/2026 390- 80th Dr.N.E.STA=400+00.00 Design Surface _ til 390 ---So-425 ExubngSu6oce __ --' o/ongroodCen/enrne '147 LT I Z D 5=-0.036 Q - O s-P-42A + 380 _ 5_-. 380 Q N ----� 95LF 1T'SD � cA wmg� Fom ZZZZ _-- Coc o C _ W wjz � - SDCB-423 SDCB-424 SDCB-425 u3w�Hti�� 370 -_- - Z 370 --___---- 17 nd St I'd 9rafe CB gon. CB Type-1 J a u n n rt o:Q ---_----- 172nd St.NE 118+3909 172nd t.SicNE s72ndtd St,NE = ___----- 5'Rtj 79 Ril 4.NE 119+27.61[20.6'R1] 172nd St.NE 120+74 47[20.6'Rf) __----- Rim=3]9.47 Rim=384.]4 Rim=389.52 U 3 IE(12"W)out=376 95 IE(1 T W)in=382.24 IE(12'W)in=387.52 - IE(12"E)out=376.95 IE(72"EI out=382.24 C 2 360 ` G 360 w along Pipe CIL _ - 0 z _ - ¢s 350 ___ - 6 350 U 3 z __---- 131 Lf 12'SD S=pp74 0 rna z N 340 '----- SDCB-504 39 LF�zao SDCB-506 ~ GB Type-1 sid rate SBType-I cl Type-] 340 W C �fO Z 172nd St.NE 11+23.05 td gratesttl id gratesid 'O. C 143.0'Rt) 172nd St.NE 113+51.59[I 6'Rt) 172nd St.NE 114+82.83 117.0'Rtl N G Rim=343.68 Rim=346.77 Rim=356.28 IE)1,2 NE)i 3 0.52 IE 112'E)in=343.88 IE(122'W)ou<353.63 J '-z LL.I �O IE 112"SI ou}=3 0S2 IF 112"SW)out=343.88 "w O 330 330 w �` 3 O < r 112+50 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 Er W E 172nd St.NE-PROFILE SCALE:Hon,r'=ao' a (3:1)Vert 1"=10' Q H E 7- 0 ILL_ g W Z C/L Q 3 &ROW 40'Row P L ROW t2 N N Eris'Ong MWow 5n#,g30'Ro I i a &,tiro 36'Go✓emen/ f-hng 17P emen/ 10'ROW Dedication 0 _."n"' rJhg &vJhg/JO' f_hng 17.5' Erising/3' f-11w/35' N 15' Vanes-15'Plan}er 5'Sitlewalk 2.0' o Z d'JdewWk men/ Tro NLane T Lone Tro✓e/Lone o N u 05'C rb 1 t &Gutter I C m C I "Sawcul Local 2% See Note /�a k am \ _ y w 3 p p Class t r�✓�. '/� / / T /� /� m Depth HMA CI II /� / y�/� ]� // / ./�]✓ / / /\ /./ it/ �f�lC� s C mP.eatd .T lA.T.B.I' 3 Cement pt y\ / ��]]r.�J��/7�� /J�. P .T J �Or match exsin 3 Com led Depth Crush / lL� C/�""""� / 3"Compacted Depth Crush Pavement Section, Surfacing Base Course Sur ing Base Course' whichever is greater. a 172ND ST.NE(SR 531) -SAW UT NOTE: (East of 79th Ave.NE) Neat line out,clean heat and tack edges with realer CSS-I and Collector Arterial Roundabout Entry seal with AR4000 and sand.Saw cut shall be 1-P minimum inside Design Speed 30 mph the existing edge of pavement.4-ft minimum paved section CONSTRUCTION DRAWING APPROVAL SHEEP Scale 1"=5' requiretl ee .Show feasible saw cut locations on plans. THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED n C51 Sta I I3+1010 116+00 CALL AT LEAST 2 PER THE CONDITIONS ON THE TITLE SHEET. L of BUSINESS DAYS By 22x34 BEFORE YOU DIG DEVELOPMENT SERVICES MANAGER 1-800-424-5555 DATE: 26-0104 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. In N `�1 r� / -� �__ � / I i�� -�l V /1 to a ) / / 'SAW UT NOTE: Neat line cut,clean heat and tack edges with sealer CSS-I and / Intersection - _ seal with AR4000 and sand.Saw cut shall be 1-ft minimum inside 2y� ^\ _on -o"v-'-ae° - _\ W L , I / ) the ex,t n d f t 4 ft minimum d section \ E72nd 1 Entrance,NE S STA"'"L 0 0 \ °HP -=-R" "v " W _ \ / g edge pavemen m pave as n ance, A=5"61 0 - _ required.Show feasible saw cut locations on plans ( E/ngyw�PWe _ - o� 'xisln9 PowevPo/e = 1 ^ /x.' " ��/ v �� `� , avol °/ l _ __ __ ____ Z Cl) �_ �/_ -..i r` 011 °He Eu°HP oHP oHP onP ` o P n / // l _�-- -_�nP °">� T E ry qb'J/C Le - - - --- -- - -- - - --- ,- N N °HIS- oHP �gJLv}� \oHP oHP -one oHP cHP oHP�- oHP oHv ---He oHP oHP "v - ° t o oHP- °- _ - - __ __ - _ -392 9 D0,N -onP -oHP loner ~r?Bv� --oHP oHP-- onP onP oHP onP -A --.HP---,HP OHP , / ___ vP onP \a"P� /�-+ Q I- _ oHP mn�/ oHP I oHe - ___one aoHP o one - _ Ex•/7 Ti✓/ --ROW ROW i-_ P oHP o"P one___o 11 0 PrE _ -_-_-_ ` 40'R �°HP- - -- v ExishhgFdge o!P emenJ"P Exirhh f Ln _ o /-394-� 12'Trav Lane ---- Exirhh9Ye//owJhip (V - o___s°- -so___'o_ _s°___s°_ -so=--ro 41 _ 9 9/e -_-_ = Q q>� �J LO Er/t9n943'PovemenJ ��\ e1 -6 C`O 3 G `5 E,c,'//' - Fxdhng Ye ' 39 1-11 N 12'TravelL //'love/Lane /D9b Exi h9 Trove/Lane u EN --_ -'° \�qh- '. _°'•1q1R'_T rca�ve_�_l L_a_'nee._�._'�I__"w_--__w-�-.De-Id/'lTg_roa__vtie_b__/P-C_o'sn._/en-_g'E__b-Ji_e_-" �w_P_o_ve me-n l- _-_ro_s_-_-_-�_S�_ _--____-______-____-_________-_--%__S_ - _ -_w__26-25- --_ _--_w______9_----_ -_�__--o-_____w_____-_________1__o_ ___ N QC M ro O ;awc 13'Tun L ROW OD- D w_ z W- 1!S SW ��I D tri vT -q .P..- Existin Frees . C Brant to be reloca+ed�fe i`n ewo CB T I - _-____I i__ �I Bn---- - _ w --- ----- I ° L r-- y � I _ I --- 111 e 7L.16 °W 3q6P `_ ^ LoLo}58Lo16C-J t 75 L t 74 ( Lot 73 Lot 72 Lot 71 Lot 70- Lo161 L T6$-\ /Lot 67 1 Lot 66 Lot 65 �` vko3' \ = 1 i P 60, 172ND ST.NE FRONTAGE IMPROVEMENTS 2 Scale:l"=30' F C)Aw pJ IntereecfionK� 172nd St.NE STA=125+65.32 V East Entrance STA=389+00.00 400 301FI __1. 400 W d JeN W long Pipe CL o g a ten n _ _________________ _ Sta 12s.2z / /an/O e OrMel/E.'38988 __ _____________________ O � ' 63 23 RI ______________ NAL _______ _____ 0 SDP-7M ------------ 03/1612026 -- -- ------- 0 li 390 y____�------�---_� 43 Ftz'SD 390 O O 380 ^ 380 t Q N 0 ti .t y wmg� , Jom zzzz Ly1 wuz 0000� 37 J Z _ SDCB-703 SDCSPe-? CBCType--? 370 O i< CB Type-1 std grate 5 B Ty d G Q[] Q = 172nd St.NE 125+84.05 ttl gmte,Std Solid Lid, U 136,1'St 172nd St.NE 126+23.73 118.8•Rq 172nd Si.NE 128+86.40[22 8'Rt] 1- Rim=394.18 Rim=394.65 Rim=392.10 3 Q IE 112"WI in=39203 IE(12-SW)in=391.82 IE 112'•SI in=390.36 r C IE 112"NE)out=39203 IE(12'E)out=391.82 IE 112"W)in=390.36 2 360 G IE(12"EI our=390.36 360 W 0 z N� 12 LF 12"SD 5=0.005 o'r Q¢ 350 350 U 3 0 SDCB-711 0 M s id B TYPe 0 O1 a grate,Sitl ._h N 172nd St.NE 128+98.06 122.8•R IQ Z Rim=392.32 3 N IE I12"W)in="0.30 340 - IE 1'•W = 340 „ Z IE(12"E)out=390.30 N U N WWC c G J 0 ; "w O 330 330 w O t2 3 0 12 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 129+40 p /WIC E 172nd St.NE SCALE:Hoa 1'=30' a (3:1)Vert 1"=10' H E Z O ILL 2 C/L C/L g W 40'Row 40'Row Z Ex.ROW -PIL-- ROW �s E 1 g40'Row Exlrhhg30'Row 10'ROW Dedication F ROW p L ROW Q Z t xvm �{ E-,6,g40'Row Exuhng30'Raw 10'ROW Dedication 3 27.5'Pavement SPIanter 5'Sidewalk 2.0' L� ✓o4etE-A gF-e-,t ✓met Ex/rhirgPovemenl I 27.6 Pavement Plonter S Sidewalk 2.0' L� 6 Q Exirhhg l/' Exhhhgl/' Enihhg 3l"Povemenl Fxlrlhg/1'Pouemenl I O 1im'e/Lone T e/Lone I I EniMg 6' F-Mg lT Erising/1' Fxu'hng//' N m T B Gutter I •Gdewo/k Trove/Cane T e/Cone T ve/Lane 0.5'Curb I po N "Sawcui Location I {IIILee &Gutter n t See Note I 'Sawcui Location I ?1 -_- h ole d3°Cpm.DernMMAapsil' i'L \/'J ;ryi i N / mm.6°C°mpaetedDepihAsphau � / Treated Base IA i.B.I'JJ �Or match exisiin9 3"CommeniedoDer}h Crush in.6"ComPacfed Depth Asphalt L\ \ 3' +C cre+e o f / ete y: p 3'ComPacfed Depth Crush Pavement Section. Sufacing aBase Corse / /\/�J /�/�. L /�� Treated Base IA.T.B.I' J -Or match existing 'Compacted Depth Crush Surfacing Base Course' whichever is /C/�Ji/- 3"Compacted Depth Crush Pavement Section, Surfacing Base Course greater. Surfacing Base Course' whichever is x •SAWCUT NOTE: greater. 172NDST.NE SR531 Neat line cut,clean heat and tack edges with sealer CSS-land "SAWCUT NOTE: 1 172NDST.NE SR531 Neat 11e cut.clean heat and tack edges Win sealer CSS-land Q Collector Medal seal with AR4000 and sand.Saw cut shall be 1-ft minimum inside 1 seal with AR4000 and sand.Saw cut shall be 1-ft minimum inside Design Speed 30 mph the existing edge of pavement.4-ft minimum paved section Collector Arterial the existin d f 1 4ft minimum paved section Scale 1"=5' required.Show feasible saw cut locations on plans. Design Speed 30 mph g edge o pavemen pave Sta 121+00 to 125+65 Scale 1"=5' required.Show feasible saw cut locations on plans. -L-1 Sta 125+65 to 128+90 CONSTR UCTION DRAWING APPROVAL SHEET THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED C 13 of C51 CALL AT LEAST 2 PER THE CONDITIONS ON THE TITLE SHEET. BUSINESS DAYS 22x34 ey BEFORE YOU DIG DEVELOPMENT SERVICES MANAGER 1-800-424-5555 DATE: 26-0104 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. a4o _ �� P�'a 1 .,336= W 89 r _ Tract 997 E.sa E. L I W / RUOS989 10,2660 (� a - I ROW R aron / �3 LiL ,,� N 0 / a o ---- 4 Sk-z o w I SDCB- SD / Type NS n 1 I / Pmp6sed 25' CB TYP 1 a 338 i - f_i / \ Z >Q P �346- 346 Ri�ht-of-waY 338 336 - 891 / -__ _ \ Q LO WIP) SDCB-503 III - - J R3 sc ' - CB-Type-1 ----'---�-TYPe-IPro(>osed 5'Lan a(Np) CB-Type- R25' 'R25' a SD-V9H91--- ----2 oo'+y / ■e■ �6 ar as Gat2me� ll-q 4 90'Gos�emee! r/ > T sD-so4 sD-so _ Tract 996 ti ti SDCB-502 W W AAFNPO-----i9l20/ ij CB-Type-1 / 01°31'i35"W 22.99 -7290sf v - p 444 S03°i28'17' Y .12' 20'Pp a nt Cl N / -I�-�O--O= 30/n €grew h/rly�emen/ (y / - ''T�"---- AFNnoeleolzo v osa9v�rc oo Q intersearwn �� / h Ave. i' i:ring_ 172nd Sl.NE,ST-113+70. 113 __ _ Gravel Dnvewa S 24 791h Ave.N.E.,TA=200+ .00 l ' SD l A9 / -- Posed 18' / in rsecnon T4 20'Ob"E 70.26' -- ce-rype-1 C38 --- ] \ R30 ih Ave.N.E.,STA=202+15.00 Pro tl 14' a nt Entl I 3 /Right-of-way / J pose 0 STA=202+60.01 Gravel Edge ro a' 3q� \ 2 / 171 sr St NE,STA=0+00.00 / Right-of-wa" / / 4 SSMH-23 / / / SSMH-2 53C0-076 f" taper to existing / 48-Manhol / / a' u' /' 48"-Manhole / e•-aeanoat driveway .340 79TH AVE.NE PLAN o 30' so' j= o oa%a✓es r Scale:1"=30' F 3 C a i z 370 370 - 3I 4 I EFL S.FOS- 360 Pv1=20+00.06 360 - - EL=3 3.291 Len 3' . K=237 PVI=203+26.74 EL=333.599 �'e q Len=200.0' eSS/ONALE�G K=23.88 350 350 0311612026 w U W En tl of 79th Ave NE +M M d Design Grountl o'�', Improvements 8 w 2.00% a � along road centerline 5 ------ _ _ > Taper to existing Concept Future d 340 -4.za gravel road.9% Road Profile for 79th 340 a/ong oadcenfenine 871P 1 z'SD s=o.o46 - v m ---- ° ---- ---- -------- Q I d 41 LF I2•'SD JOm ZZZZ" 330 CB-Type-I ssP-076 a 330 w U� 0000._ SSF-24 1 SUE"PVC 5=0.005 SD-502a 33 LF 8"PVC SOf-fXC-S U -Oi<aw»> 26 LF 12'S S=0.048 5=0.005 SOi-fXL-N a U 0 0n: Q 3 CE Type C Typ-1 BTyp.-I SDCB-Sol 99 320 C TYPe-1 CB Type-I BTYPe-1 CB TYPe-1 CB TYPe-1 C36 320 2 sic grafe,11d s1d grate,Std fd grare.sfd sic]grare•Sitl std grare•Sid W 79 h Ave.N.E.200+93.06 79th Ave.N.E.201+80.42 911,Ave.N.E.202+54.84 79th Ave.N.E.202+96.32 79th Ave.N.E.202+96.06]7.8'Rt] [-1.0•Lt] [-12.8'U] .13.2'Lfl [-13.1•Lt] Rim=331.02 (S' -343.68 Rim=339.60 im=336.58 Rim=333.75 IE(12E)in=329.00 ¢�¢ IE 12"NE)in=340.52 IE(12"N)in=336.49 E(12'NE)in=332.90 E(12"E)in=330.35 IE(6"S)in=329.50 N IE 12'•S)out=340.52 IE(122'S)our=336.49 E(12'N)in=332.89 IE(12"N)in=330.80 IE(b"N)in=329.50 2 310 - IE(12"W)1u1=330.35 - 310 rn r LF 12'SD S= Q seU 3z SSMH-23 SSMH-24 SSCO-076 0 7 48'Manhole 48"Manho 8"Cleanout rn a- 79th Ave.N.E.200+56.50[I.9'Rt] 79th Ave.N.E. 02+2181]4.0'Rill 791h Ave.N.E.202+56.89].0'Rf] 0 _2 Rim=343.3] Rim=337.92 Rim=336,70 Q z 300 .. - -_ IF(8"N)out=327.65 300 IF(8"NW]out=326.46 IE(8"S)In=327, f�-e` Z a F(8"N)out=3 .38 LLJ 295 295 J �p O 200+00 201+00 202+00 203+00 204+00 204+60 79th Ave.N.E.-PROFILE SCALE:Hors 1-30' U. p (3:1)Vert V"10' Z Z O Q 0 a Z 3 Q J V V Q Q W Z is, W Q o Q o g > i pP o0 P Q a o 3 < i 6 H y Property Line o O m O` !�J Future 60'RighM1ot-way m 0' 50'Right-of-way I � - I ° Q v Q 1 ROAD HORIZONTAL CURVE TABLE y�o C}i/r'L Future zs Right , m `' 25'Right-of-waY 17'Rightof-waY a Curve# P.I. Radius Arch Length Delta P.C. P.T. Tangent i -`;"-a F,t,re 14 Pa,en,ent a Cl 202+03.08 2000.00 67.90 S2°29'56.05'W 201+69.12 202+37.02 33.952 14'Pave enf--6'Pavement L w c II S a. 0-5' - 0 • 5� t a 0.5 i Sdewalk Landscape Land ape Sid Ik i 0.5 w 1 Temp.Gravel Shoulder, I a 0 I 2 bCurb 1-I/2 Clean Gravel, 6"Cur 2 x _____ C - 21-- 1 3"Class B 2 Lifts Re -�- � � � � � � 6"min.Cement Concrete t � - � ___�__� (typ) - --------- _ 6'min.Cement Concrete(typ) c 2"min.Crushed Surfacing Top aired ---___ CONSTRUCTION DRAWING APPROVAL SHEET Course,Compacted to 95% ( Required) Vegetated Shoulder for 2"min.Crushed Surfacing THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED CALL AT LEAST 2 Density(typ) 4'ATB flow attenuation from 6' Top Course,Compacted PER THE CONDITIONS ON THE TITLE SHEET. C 1 4 of C51 BUSINESS DAYS min.2"Crushed Base Course of pavement to 95%Density(typ) 79th Ave.NE Future Improvements for BY: 22x34 BEFORE YOU DIG Proposed Residential Street p DEVELOPMENT SERVICES MANAGER 1 800 424 5555 Neighboring Developments HIS APPROVAL VALID FOR 18 MONTHS f SCALE:1"=5' 9 9 p DATE: 26-0104 ION OF SECTION 25&2 TOWNSHIP 31 NORTH, RANGE 5 EAST, M A PORT 6,T H, R T,W H 384 6 a Lof 99 LLi 3aa, 1✓ I I a � _ I' 179 n V •o..-I- I ------ I ---�- z�1,I -384 _ 4 ma's r 01 N n J Phase 1 - --��I of„5 �' z Q -- x I� �R �� •1I a a e v�/moo,r2�� i ✓i 3\ a 48Manhole 382 I3 00_-6 S126 CT 4e0 4 j LO --- Pt 63iIn -382 - or 9e Y Easement--_ }I 3 A,P4O' Utilinty1 EaYpse) ase 1 M 10 inage d 13 NH �� (�'')05-983 5'LandscaPe 11YP1 , f - n'c��n�-n 360 Phase i ) l N/ze, 400 I p oDQ -- -_- - /3 C ,o - r I lase I a I I �, 396 398 OS-98 I R25' / f dry/Lot 114 Q 00 - �; f. - iv °II oc 7 1 _l I Y I o 380 1 3 Lot 97 \\ \� I � eT e a R25'� I R30 F 1 _ 363TOW(tYP) •� _ I n Intersection F-J IMersetflon J _ 8 24 Pa✓ement llYP) „� I I6,. 3. '•1 ( w 7 M C-TYP' l 5 00 3g0 _ _E�ast`Enfrance,Slo 1 +00.00 St.✓ Ce / w East nuance,STA 390+64.50 3 iln Oe antlscaPelYP R25 QP .y I. �\\ I R / R25' '-IN 1-as, O cs Ea _ 5 778 00 4 a V 9 M 5 Va_ I ) Lot 113 ee g Sidewalk $ \ II I I { 8 NI N p ` O$-974 O O Intenectl n a L L I ° = O o 172nd S1. E,STA 18+a5 N \ pe •'l M / p I 00 Both Dr SE,STAR +00. > 374 o .'• » _ 3] , I �� ____ Phase l a 9 , 3 I o v r �� --_ - _ ) W 6 _ _ W 7,796 rf 1 a a- � � OS-976 � _ \ _ � I l 1 �= I SS - --s74- 1 A 1- ) .1 - .1 ' o Lo164 3 Lost 1�2 > I Phase 1 v l -:I I I ; L ! I I - �3j1 Lof95 � = 775 001, li� IFRS Fps . d J I Lot 80 -3n \\ 376 EAST ENTRANCE PLAN 0 30' 60' yn 80TH DR.SE PLAN 0 30, 60' 420 sca420°=30 0 172nd t.NE 171stSt.NE ,e Inters coon Intersection Scale:l"=30' 172nd 51.NE A=125+65.32 pv1=390+20.00 171 st St NE STA=12+63.12 FSS10NgLE�Oi\� East Entrance TA=389+00,00 EL=399.597 East Entrance STA=390+64.5Q 40 172nd t.NE 171st St.NE 00 Len=60.0, I 0311612026 Inters ctlon _ Intersection PVI=389+57.00 K=8.28 PVI=399+08 91 410 _ '� 410 172nd Sf.NE A=118+25.36 171s}S}HE STA=5+04.21 EL=379.49 8 gi Q Q Both Dr SE ST =400+00.00 Both Dr SE STA=398+34.54 Len=60.0' 8 8 en=53.0' 171 K=21.20 K=5.33 390 5 w D w 90 d r 8 a tl1 Design Ground " >w �W iLlPVI=399+69.97 ^ z d Y^ j w along road d w a d EL=378.271 - m w m + centerline 2.00% _199%- M a o �n S U 11 Len=So.o' - a�+ +,^, 400 400 N K=33.33 w ,°.� Design Ground >w <w along road centerline PVI=400+00.00 - -2.00% 6I'S LEs/ngsurroce „ar d 38 - d n 0 -------SD 703 - • 9 odcen/one 0 m z of v __Q __ i - ZZZZ.. Nan io -----------------.50� -\ �- --SD=79-� �� 12 �� °3�-s - } ROAD HORIZONTAL CURVE TABLE _� 43 LE 1z°s s=000s w u� 0000 IZ„ L Y3- -Hti- = 3=0.046 390 -- ssP-17�a 390 o i�a w w w w m E tmngm�e Curve# P.I. Radius Arch Length Delta P.C. P.T. Tangent =1114a a G o o < SSP-1 0-4=1 o/ongrood nle�he S1 ICB-703 CB Type-I SSP-1a - C2 398+72.77 90.00 11.81 N7°15'39.12"E 398+66.86 398+78.67 5.915 Type-1 std grate,Std 37 3 =0.029 s grate,Std East Entrance 389+45.49 SSP-133(26) CB T C3 399+39.37 1196.43 121.31 N8`07'15.79"E 398+78.67 399+99.98 60.706 3Rt1 ~ YPe-1 380 94.26 CD-Typ-1 C4 389+00.00 200.00 0.21 SO°34'06.24"W 388+99.89 389+00.17 0.107 I-8.6'Ltl Rim- W 380 w SDCB-423 SDCB-422 SSMH-la SDCB-421 C5 389+40.00 200.00 0.12 SO°34'55.16"W 389+39.94 389+g0.06 0.059 112'W1 in=392.03 48MH 0 hole CB Type-1 CB Type-] 48"Manhole CB Type-1 SSMH-1 112 NE)out=392.03 SD 704 N sfd grate,Std sid gmte,Std 171s15t NE sfd graie,Sfd 48"-hoe 32 LF 12"SD S=0.007 R 360 - 80th Dr SE 399+45.63 80th or SE 399+29 02 5+12.10-61 9'Lt EO1h Dr SE 398+71.20 60 r- w 116.6'Rt] I-16.8'Ltl Rim=379.46 1-10.4 L11 18.8'Rt] Rim=379.47 Rim=378.01 IE(9 5)in=373.86 Rim=379.03 Rim=379 9 3 O N IE(12..W)out=376.95 IE 112'E1 in=375.3 IE(9 N out=373.76 IE I1T'N1 in=374.90 IE IS"E)In=74.30 370 370 U z L1.1 J IF(12"E)out=376.95 IE 112"S)out=375. IE Il2'S W)out=374.90 IF IS N1 ou=3I4.20 & tT,m a u o o •O p)a O SD-423 m w m M a a -2 35�O 37 LE 12"sD s=0.042 50 388+50 389+00 390+00 391+00391+15 � East Entrance-PROFILE SCALE:Hou 1"=30' z 13:11 Vert 1"=10' 16Q 400+50 400+00 399+00 398+00 397+85 N N Z 80TH DR SE-PROFILE SCALE:Ho,V"30' J n z Q (3:1)Vert F 10' N ^W Z 3 a a4 w Q O J zO F LU Qo 4 36'Right-of-way a U s CA Z 18'Rlght-of-way 18'Right-of-way { o 12'Tmvel Lane 12'Travel Lane Sidewalk I � ° O o O` 0.5'- I Sidew Ik __- �^ 0.5 r W 43'Right-of-woy p I a v cn Q a I IIIII� s cDrn �C�A b Curb I 8 V) 22'Rightof-waY 21'Righ}of-waY,° I 12% 2%�- _2%)1, I Q w r� w I '�' o 2% z 3 W LLJ 10.5'Travel Lane 10.5'Travel Lana 5 / O I Da Sltlewalk I ��/ '\ \ / ,: /A . O m 0.5'� s' ° os I 6'min.Cement Concrete(typ) 6" in../Cement Concrete(typ) N Sidewalk LandscoPe Lan ape 3"Class B(2 Lifts Required) o O I 2"min.Crushed Surtacing Top 4 ATB 2"min.Crushed Surfacing Top o Q O I Course,Compacted to 95% Course,Compacted to 95% > Q Density(typ) Density(typ) � b"Curb b"Cu min.2"Crushed Base Course I I East Entrance 2 2 Proposed Residential Street v) I SCALE:1"=5' C y 0 6"min.Cement Concrete(typ) 3"Class B(2 Lifts Required) b"min.Cement Concrete(typ) w f 2"min.Crushed Surfacing 4'ATB 2"min.Crushed Surfacing Top Top Course,Compacted min.2"Crushed Base Course Course,Compacted to 95% to 95%Density(typ) 80th Dr.SE Density(typ) Proposed Residential Street SCALE:1"=5' a CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 HIS PPERSHEET HE CONDITIONS ON HREVIEWED TITAND APPROVED C 15 of C51 BUSINESS DAYS 22X34 BEFORE YOU DIG BY. DEVELOPMENT SERVICES MANAGER 1-800-424-5555 DATE: THIS APPROVAL VALID FOR 18 MONTHS 26-0104 A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. to y8 u r A \ I\ \ ^ Lot 8� \ Lot 88 \Lo187 \ 1 Lot 86 I Lot B5 \ Lot 84 \ Lot 83\ LO 82 / L t 61 / Lot 80 I / I Lot 79 Lot 78 Lot 77 L6176 Lot 75 Lot 74 LU u/ 6 \ o o \ \I o R _ I / I n i / = W V vI v v O M IIJ Z(V 1 b o \ I $g \ \ \ \ I Mon\ \ \ \ ( W \ o 1 Si NE,STA 1 60.22 \ I I I 1 O OD n \ \ \ sT1=49 so ao v I 05-98' o. /^ \ _ r 11,006 sf 3'�,� leaoII I __24� - S7'tls N (V- OC S SDCB-4 Go Q LO ilev.3 03 C e-1 �O CB-TYP-I O '6 C.0 4343. 8 14 Ele'$6.09 SSi alk tyPl / _.2$ D -25 / r �M Sfa 2. }a=1�`02.5 Sfqq I+2 a=I 82.5 Sta=2+ 7 S =2+62.4 Sfa=3+ SD-403St 4.5 1 1 'gta 3+9. St=4 WDedi ti n973 22,871 Sta=6+3 Sfa 6+7.I I Sf 7+p8,2 Sfa]+58 Sta 88.1 W - '6 \ Elev 3 9. lev.34 6 w EIeV.3 6 \ ev. .6 35.68 8.52 Elev 6 EI 3 6.4 Elev.371 .37 31 w o I lev. 5 I EIew 387.10 EI .388.06 Elev.369. Elev 390.62 T \ rev. w3 �v v4' w w Z 00 Q �� Infersedlon A II L A 6°29 "E 00 .22• - _ - A S°q'S]"E 43.9 '^ I II 330`791h Ve.N.E.,STA= 2+15.00 1 a .R W _ _ _o W I_ 6_ _ _ '� Ca y \ SSMH-220 I SS-2 I SS-1 V1s1�NE,STA=0+00. \w 38_ \ \ SP-250 i I3 SD�dB-502 \ IS H-24 R yp- SDCB-431\ SDCB- 1 525 an P�( f +Q "-M 2 98M�rgle t Q Cc I O b(1 PI of L o � � aide I o & le asz .2 7s / 2 aew saga €I �7 igdge -- lo' 4a z 1\ \ � �. I I � � I IeroKn.n o \030 \ o III .'� p0I" 1 V A V A A A I I =tStNESTA-+o.z I / s �,y 8(Ith Dr SE STA 3 8 4.4 O \ \ /\I I M 1 I _� ase o S c II Floor £ j!4Y�i \ \\ / e- 34300 Lot 90 \Lot 91 \ 1 Lot 9,2 \ Lot\93\\ \ L 194 I Lo195 Lot 96 Lot 97 J Lot 98 Lot 99 a.� Lo1106 Lot 101 Lot p Q 30, 60, e 171 ST ST.NE PLAN STA 0+00-8+00 scale:1'=30' � w 'Y' 400 - -------- ------- Inf rsecHon Infe a.. 400 V PV1=4+40.05 171 st St1,E STA=5+04.21 171 st St NE STA=6+56.38 EL=376.364 80th Dr SE TA=398+34.54 Road A STA=16+00.00 I j 0.Len en=60' 0.3 = FSS1DgasTE> N�2a. ov on _ 03 026 390 --- �aU=6 ____ 3. 390 W s _ w 5w oa U n - _ 393 LF 1 T'SD 5=0.032 + 380 --- d _ - - 380 < 0 - "-- SD-405 _ 4.69 -_ 102 LF 12'-So S 5 o3a Infers coon Ekh7hgJ�ifare l -- SV A53 - --�T34 LF"PVC 5��02s S MH- 404 __ 791h Ave.N.E. TA=202+15.00 Oibnq+o dcerie0ine 0 3LF 12"SD S "Ma hole ? „a,'m 6+17.11111,RI 0 m 171 st St NE TA=0+00,00 - 1__--- -- ,,,se O O O O 370 -- --- R m=88.41 370 = U"'z -- -- ---- - -- - i (8'SI in=378.10 (� �U 3 w 0 0 0 0� Design round 18"E)in=378.00 x�Q w w w w�+ along road ce tedine IL 3"W out-378 00 CQ a U 0 0 0_o_ o:Q C E � SD-403_ 3 360 "sD 5`p 0� SDC-403 SDCB-404 SDCB-405 - 360 RT�-- CB type-I CB TYPe-I CB TYPe-I W PVI=0+46.64 9 gq% - // std grate,Std sftl gratcrStd std grate,Std ur y0 171 st St NE 4+67.40 171 st St NE 5+40.60[-13.2'Lt] 171 s1 St NE 6+42,78[-13.2'Lt] w VI=0+46.5 __ ----"--- 15P-1 CD Len=60.0' ____----"- PVC 5,00 [-13.2'Lt] Rim=38I in RIm=385.76 ¢ K=5.05 -- Rim= E)1 IE(12'EI in=377.77 IE(12"EI in=381.50 N R -".- \LF IF(12"E)in=373.20 IE(17'W)out=3]7.07 IE(12"S)in=381.50 - 350 o e v IE(12"NE)m-373.20 SS H-22 IF(12"WI out=381.50 350 Q �- -- 1E77' uT-373T2� 17 sf St E4+7.06 90' H-1 („) 3 Z n Ri =37].9 48 onhole Q uln v d�' _ 171sf St NE 5+1294 18.8 R11 O e� 4 > R1m-379 97 •O m w m E(8"E)In=37�_30 '-h d 1w IE(S'N)oul-�]4.20 � Qz 340 w � Z~ _- w 1 9 -2.00� a _ "- N - ' 502b N SD- SP-25 .'4-' S CB-1N J_ 7 LF 1T'SD NG S,p p7 C TYPe-1 J -z LL st 9,.te,Std O 330 t 1s151 NE t+9aas-1 a.i'L1L 330 w SD-3 =351.99 48'-Man "' 23111 'SD 170.08 (12"E)i=349,35 CL SDCB-431 (12"SW)out=349.35 0 CB TYPO-I Lj z0 sftl gra}e,Sid 35 LF 17'3D 5=0.064 r Q DCB-02a 171 st$1 NE 1+21. [132'Rt] SD-401 O o. Z - 320 Im= 3 320 � SS x-2s SDCB 401 171 s15 NE O+g0.09[-13.2'Lfl out=342.6 Rim=3 .90 48'Manhole CBTy e-I SD-4 2 J = SI I'll 12')ou1�35.35 - 171 st St NE 1+54,47[9 171N t te,51d SDCB-02b 26 LF 12"SD S=0.048 27 LF 2"SD S=0.005 Rim=348.29 I]Is11NE I+73J2[13S'R1] � CB Typ-I SDCB-432 IE(8"Sto In3929 Rim= 028 w o_ -310 Ridm-3 38d 171 st St NE I+27 339.29 IE(I2 NE)in=347.12 c 310 1715f 5 NE 0+41.14 13.1' f E(e Ej In=c gm e. CBType-I is iA��w�,y�aa io = IE(1t )EO+41.08 Rim=345.1] g z IE(12"W)out=334.08 IE(12"S)out=34.09 Q N 305 305 3 N -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 m - SCALE:Ho,I"=30' di 171 St St NE-PROFILE 50'Right-of-way (3:1)Vert I"=10' � n C N I cliL I - 25'Right-of-way .}. 2S Right-of-way -I 14 Travel Lane 14'Travel Lane _ OS' g 0-5' 0.5'i S' k Landscape _ - _ Landscape SI walk �0.5' 6 Curb F* ' J' " Curb 2 21. \\/\\\\ \ \ CONSTRUCTION DRAWING APPROVAL SHEET 6"min.Cement Concrete(}yp)) 6'min.Cement Concrete(typ) THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED C 16 C51 2"min.Crushed Surfacing Top 3"CIaSs B(2 Lifts Required) 2"min.Crushed Surfacing CALL AT LEAST 2 PER THE CONDITIONS ON THE TITLE SHEET. of Course,Compacted to 95% Top Course,Compacted BUSINESS DAYS By; 22x34 Density(typ) 4 Ase Proposed st.Re de ia E to 95%Density Ilya( - min.2"Crushed Base Course Proposed Residential Street BEFORE YOU DIG DEVELOPMENT SERVICES MANAGER SCALE:JIT=5' 1-800-424-5555 DATE 26-0104 21 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H -- \ L -- ---------- -------- W a � ---------- ;--------- ---------- �=y ,-------- �\�I� III I� �{ ------ 8 �� -� �� v ��II LL LU 2 __ RVOS- I Cl) W I ____ / -__ \ ` 396 / / _\Lbt 60 Lot 59 L.f58- _ �Ii it a CC0 n Lot 62 Lot 74 Lot 73 Lot 72 L�171 Lot 70 Lot 69 dot 68 Lo}67 Lot 66/ Lot 65 Lot 64 396 v +� / �. N Q P O l / / ��++pp aR, 06g I lil II IV// Q 3(V Cp Mai � �� Phase s 398 h. �� 0`p)� \�� Q S 8-655 • � fP�pIVem t Utlll B� CB-TYPe-I Elev.d00- l ev.39998_ ,15+85.18 EIev.400.58 EIev.400.43 SDCB-651 EI v.39286 EI .393.- `S1de k( EI- - '- I a 14+85� y-v,` a 15+p86 Z Lands a � so=G" Ele 3+98 4 .399.34 EI e Sa=13+48.8 Elev 9954 8.9 El. 399.79 /- p S89°15'33"E 135.O1T Sta 8. ro 0.406 51=8+38 2` Sta-8+68.1 a 9+18.1 Sta=9+ I b Sfa=9+ 2 Sfa=10+2 a=10+77.4 Sta=l I+o8,1 Sta=l I+58.1 S a=11+8].9 \ 1 EIev 3 0� Elev.390. 'EIev.39222 Elev.393.17 Ell,394.72 Elwv.395.52 Elev.3�.61 EIev.�,97.20 v.398.1 EIev.398+5� EIev.399.26 28 \�y� 3"E 1 - S86.29' E 7 7101' - -I - Pav etf .Tj - - - - C6 -I- ss ss s` SD-653 w I $ SIP u II I g $ �ROW7131 SC � y . 3 4\ 4» `3 SS-5 / 46 Man of SSP s<-r �'\ R25' \ O n n GIs14M 11 n n a i +854 Sf St-9+b% st La ds Pe(1Y fa-{0+46.4 St tp=11+ Sta-II s5 a=12+053 ,Sf6.5 SEI1 .a a=131. a 400.I1 _ - 37. ev.393.33 ) EI v.394.93 . EIev 7,Id EI8v.397. EIev 398.74 E(e6:$99'.2J EI v. EIev.40097 EIev.401.20 _y - ^ v'� OQC=9 O Lot 57 H S B-653 13P v 401.17 \ Y r F - z 1,171s s Ne.jSTA Iz+a.i I �I a> 0> oo e ) s z - � I to&am s - I \ v 9 \ �11 I 402 / Lot 117 1 I _i a I II FRS Fps Lot Lot 116 Lot 2 Lot 103 Lot 104 Lot 105 Lot 106 Lot/107/ / Lot 108 Lot 109 /Lot 110 Lot 111 Lot 11? Lot 113 Lot 114 N Q g� _-I f56A� d I "I I Y 0 171 ST ST.NE PLAN-STA 8+00 15+93 Scaler 60' "=3D' PVI=9+40.18 PVI=11+30.00 PVI=15+37.53 03/1612026 EL=395.753 EL=399.470 Intersection Intersection EL=399.115 V Len=100.0' Len=200.0'00.0' 171s1 Si NE STA=12+63.12 171st St NE STA=14+59.21 Len=200.0' $TA=15+g5.18 I— K=80.75 K=167.53 East Entrance STA=390+64.50 Road B STA=31+50.00 K=200.00 410 ,, EL=399.42 410 1 _ n r ys gin e Edge of Pavement u w W Ow 5w iI f/lbl d Design rOUnd = Type lll-Objecr Marke - U y d > b/bng bbdcenle n L along road c nterliIn >w ¢ a w N d a �e n a v 400 _ _ ._. ._.. .-v- 400_ _ _ m .96%} _ _ 56 LF 1T'SD S=0.005 64 LF 12"SD S-0.005 --'- - Go1]7L 12"SD s-0.005 _ pm Q 45 LF 12"SD ------ wuZ 0000� s=o.00s u3w�Hti�� oi�a»»� SSP-170 ¢ 390 r -- � -- --- ssP-17 _ 390 W S PVC 240 LF 8"f VC S=0005 393 F 1T'SDSP 15p32 0 LF 8"PVC 5=0.005 3 6 u CB YPe- - F 380 -- --- -- srd grare.srd 380 z Rim=399.10 N¢ IE(12"S1 1n=39688 R IE(12"WI in=396.88 rn H IE(12"NI out=396.88 ¢D: SD 3-653 SD-652 (� 3 Z CB Type-1 26 LF 12 SD S=0.019 0 370 ---- ____ __ __ __ sid graresid 370 SDCB-406T SDCB-656 SDCB-655 SDCB-654 {-1 2'R11 SDCB-652 CB Type-I CBT 1 CB Type-1 CB Type-I CB Type-1 Q Z Type- Ri =399.66 SS H-170 sfd grate,Srd sfd grate,Std sitl grare,Sid sitl grare,Sid -[E1 2'EI out=397.59 sfd graie,5rd '3 171 sf St NE 10+36.00-13.2'L+ 171 st St NE 12+9978-13 Lt 171 st St NE 13+6349-132'Lt 171 st St HE 15+39.5313.2'Rf 484-St NE [ Vlst It 12+d3.60 I-21.1'Lfl - ( ] - ( ] I ] rNE I5+71.74 I9.0'Rf1 � ZO Rim-397.36 Rim=400.04 Rim-399J2 Rim=399.63 Ri -39957 N I I - IE17E ou+-398.36 IF(1v W)- I W)in=397.76 IE(12"WIin=397.3] N ---- SSMH-15 IS 1T'W out-393.95 SSMH-16 _ IF 12"Wf in-398.08 IF 12' SSMH-17 _ Im= _ 360 48"Manhole 48"Manhole ( ) FWpt_ac��R 48"Manhole IE "WI ouf=391.00 36D n N 171sr Si NE 9+10.93[9.0'Ri] 171 sf It NE 12+11.13190'Rr1 II 18" 1R71s1 Si NE 14+.50.23[8.8' J n 2wN LL m399.67 O 1 in=386.96 EE8E)n388.56 IBB EI in=8 94CL EE8WE)o0=386.86 IE I=3899 Rm Rm IE IB WI out=389.84 O 350EE --- 350 0 Q 0 Z a: Q >$ S a Z 3 Ra ° Ra Q -_ 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+44 J SCALE:Horz I"=3P CL (3:1)Vert 1"=10' LL.I Z g N Z 3 F- i 6 to 0 m � m cs N 50'Right-of-way m C/L I N 25'Right-of-way 25'Right-of-way -' y I - I t I4'Travel Lane 14'Travel Lana m 0.5' I SidP-Ik Landscape Landscape SdMew Ik� 0.5' o I 6"Curb li 6'Curb � 12 / / / /�� . ROAD HORIZONTAL CURVE TABLE CONSTRUCTION DRAWING APPROVAL SHEET 6"min.Cement Concrete(typ) 6"min.Cement Concrete(typ) Curve If P.I. Radius Arch Length Delta P.C. P.T. Tangent THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED 1 7 C51 CALL AT LEAST 2 PER THE CONDITIONS ON THE TITLE SHEET. of 2'min.Crushed Surfacing To 3"Class B 2 Lifts Re uired 2"min.Crushed Surfacing c6 1z+3zn z000.o0 51.90 S87°14'33.15"E tz+t t.2z 1z+63.1z zsssz BUSINESS DAYS Cou se,Compacted to 95� ( q ) Top Cou se,Compacted 22x34 BEFORE YOU DIG Density} 4 ATB 171 St.St.NE to 95%Densit C7 12+85.34 2000.00 44.44 S88°37'21.29"E 12+63.12 13+07.5] 22.223 BY: tY I YP) Y(NAI DEVELOPMENT SERVICES MANAGER 1-800-424-5555 min.2"Crushed Base Course Proposed Residential Street SCALE:1"=5' DATe: 26-01 04 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H 0 w Cl) At.,: aab W w 04 MATCHLINF; + _ ` SEE SHE T C19 c 01 C4 ° 50'Right-of-waY ° - \\Lot 25 I >0, CV Q v Q 400 \\ -6 C`LO O 26 Rightof-waY 25'Right-of-waY a t v2 1 \ 06 +76.A " O� I Lot169 994 ---'I �400- ROAD HORIZONTAL CURVE TABLE ~ �c) a P rV.g 10'Travdl Lko 10'Travel Lane I \ O- yl s o-5 -� I 05, r I -- Curve# P.I. Radius Arch Length Delta P.C. P.T. Tangent 00 Q Sde alk Land p Land ape Ti2 i ._ Q� ` rj y \ `-- S}„ Lot 24 C8 18+32.84 3000.00 113.40 S2°25'04.72 W 17+76.14 18+89.54 56.708 Q 11 J - i. _ w C9 21+ 0 90.00 137.98 S42°35'03.8T'E 20+33.54 21+71.51 86.668 Curb 7' I _ ( �6"Cu i s� � - Oael li 20.2 - 2% 2% \ J 04 _ CIO 23+35.32 225.00 7.78 S85°30'49.65"E 23+31.43 23+39.21 3.888 \170 C12 25+13.32 165.00 150.32 S65°23'2076E 24+35.55 25+85.55 88.081 - GI2 26+74.43 165.00 163.05 S74°33'20.76"E 25+85.55 27+48,60 88.881 r b'min.Cement Concrete(typ) _ 97.3 1 C13 28+08.36 225.00 116.81 S87°59'33.19"E 27+48.60 28+65.42 59.756 yia 26 6"min.Cement Concrete(typJ ee 2"min.Crushed Surfacing Top 3"Class B(2 Lifts Required) 2"min.Crushed Surfacing Lot 23 1 C14 28+89.69 140.00 48.08 S63°16'53.82'E 28+65.42 29+13.49 24.277 e Course,Compacted}0 95% d 1 0 o Density } 4 ATB ROAD A Top Course,Compocted _ e Y(YP) S 2 CIS 29+19.80 90.00 I2.58 S57°26'S9.I T'E 29+13.49 29+26.08 6.303 = min.2"Crushed Base Course Proposed Residential Street to 95%Density(typ) _-_--_.396� - m o O�Nev. C16 29+71.71 U1.00 39.60 S56°19'18.04"E 29+51.85 29+91.45 19.856 SCALE:1"=5' Lot 171 9.6 -- 0 F 3 _ 96.37 C17 30+16.77 135.06 50.05 S61°48-16.21"E 29+91,45 30+41.51 25.317 p Q _ _-__-__ \I s a-2 Lot 22 i � � -- -- b- 1 - -- _ ------- - I I I' p -, � I . . 394 Propose nt _ _ Lot 76 °•I Lof'}00_ _ 'I - -- Lot 135 •I Lo 136 1 392 Ire a =6-_T - h •. , , .. 3 lease 2 1i i"� i�-t=T �C-'C9a11 St tlol�------- - �n \\ -390 - ,CCII�540 _ ,54,TYPe 2 Lot 21 11 '394- a. U�IevaG ` 1,218 sf _ 392 = 1------------------ IT 92+00, 0311612026 ' \ 1,219 ° :. 05-982 -_1,239 sf9 3 °Y/� d b e ____ - -392- Lot 77 DCB.411.. . -: SDCB-455. SS (tip) .. _ __ :• 2 95:30 CB-TYPe-1 CB-TYPe-1 YPe- e 5 Landsca a(+ypl e. 4 1 -- R25 CB-T 1 \ 48"-Man 0 Lot 20 -i- --390-- ISSt NEBSTA=6 56.381 SSMH-2 - Road A,sTA-16w000 Res_ T Phase 1-� 6o d \ _T M VM' // \°a, 1/-- u �N I a: �- s� � r: 1 '- - SO'ROW SSP i25�-ss � 48-A4enpel �,, \ I / _,s M _ obi o _ _ � - -�- G - n " f1 SSP-� 4 394 7 me^f-ftSPt•' /( _ b __ __ -388- s 3sa ca TYPd 1 .410 456 _ sta 19 Ia 1 - - _ot 78 `I 3 SDCB-410 DCB 454 5 tlscape z z z z '... B-Type-I• .a .. 6 ev.39:17 lev-29. ge66 3 �fr \ �O m Z Z Z Z� n :CB-TYP I' I, I/ SSdeWalk Y - A6°t - \ �� i UwZ 0000� 1,21E sf Intatl A STA 17+ IS+4yy\0\ N IYPI \ \� Lot 19 EI _ 5 _ _ a•a. _ Ti6-Eye I _ i .V _i i386' aU��Q H 94.8] ---- ----1 Roa 55+35 04 0 ----- �- '� � / � r" - ----------- A -- - --- �\ ---1 � -_-- v. 8.14 ------- H 39490 E Df195E3m -386 " i I -- a ___ m 3 ` _ - 4,n}.. / --- --384' to o I y \1 0}79 � I° a GL! - i� Lot 12 f� ��V I V �t1 \ � b_ _-- __ T -384-_- - - - s- - :. •'I J I OSr -� -382- cl¢ ROAD A PLAN-STA 0+00 23+0007 D Scale:1"=30' U 3 z Inters iction Intersection Intersection 0" rna 420 _- ------ A A- 7-.52 RaecL,44RB>- ----- 420 t s Road A ST=16+00.00 Road D STA=55+35.04 Road C STA=39+50.00 ¢z f7i-e� z 0 PVI=17+19.20 PVI=18+60.00 PVI=21+20.01 N "N EL=388.062 EL=395.102 EL=393.804 c°4 410 -------- Len=60.0' ----Len=20e.0' --- Len=200.0'_ 410 C: ^ W K=15.62 K=36.37 K=46.95 J -Z O -1 �U LL cW am a Sa % n O mM �^ Ln O OL nll -w -w -� w u ---u w u w n `> CL U `> ` �> 5 z 400 > ;� e dw 400 0 -- -------- along Road C en+erlline(typ) 0: <w ____ ___ O Z Q d a wdoa 12p"SD S=0052 3 0029 g _ n 2 7- -- SSP 7 �03 139 0 P-6___ _ SSP-5 1.16% 456___- 02B SD-410 98 v QQ O SSP-4 0 ' ------- 5=002 � 2PVC 5=0 41 5DC3-405 ]O SD _ V 58 LF 1 D 5= 05 - - -_ ypo-1 0055 S ¢ 380 =____ -127 LF 8 PVC f1f o _ _ 30+53.81[22 8' O rn SSMH-2 _ 7 N m U 48"-Manhole _ atT.00Cs ^' o L. SDCB-410 SDCB-411 SDCB-454 SDCB-455 SDCB456 SDCB-457 SDCB-642 SDCB-643 - D m 370 -370 sttl gra+e.S}d sitl grate,Sitl sttl 111a1e,5td sttl grate,Sttl sttl grate,Sid s}tl grate,S}tl _ std grate,5td oa sitl Or A te,Std N Road A 16+38.41 Road A 16+39.29 Road A 17+1.53 Road A 17+21.61 Road A 18+14,59 Road A 18+15.22 Road A 20+43.44 Rd A 20+43.05 = [I3 2'Rif I-13.2'Lt] I73.0'Rfl I-13.2'Lfl 113.1'Rfl I-133 Ltl - I-13.2'Lfl 113.1'R11 Rim=386.77 Rim=387.00 Rim=388.01 Rim=388.16 Rim=392.16 Rim=392.07 _ Rim=393.98 Rim=39398 y Z L IE[12"EI In=38432 IE 112"Wf ouf=384.45 IE(17'E)in= 4.25 IE(17'EI In=384.38 IE(17'EI In=389.40 IF L 2"SE[in=389.87 IE(12"WI In=391 85 IE 112"EI ouf=391.98 - m T `m IE 117'N)ouf-384.32 IE(17'S1 in= 4.25 IE 117'W[out=384.38 IE 117'N[ouf=389.0 IE(12"WI out=389.87 - IE(17 EI 1n-391.85 T r w IF 11 0 360 - 7� SSMH-3 MH-4 SD-643 SSMH-5 SSMH-6 =-4 360 26 LF 12"SD 5=0.005 27 LF 12"SD 5=0.005 qg Manhole 48"Manhole 26 LF 12"SD B®010(4Thole 48"Manhole T n CALL AT LEAST 2 Road A 17+36 46 -0'Rtl $D-457 Road A 18+54.7[6-0'Rt Road A 20+63.2$[11.3 J Road A 21+45.83[10.0'Ril T 6 Rim=388.80 26LF 12"So S=0018 Rim=393.41 Rim=394.06 Rim=395.16 -4 N BUSINESS DAYS IF[8"5)In=381 83 IE 18"SI In=384.6 IE I8"SEI in=385.95 - IE(8"E)in=388.50 A+ BEFORE YOU DIG Q IE(8"NI out=381.7 IE 18"E1 in=384.6 IE IS"N out=38585 - IE IB"NW out=388.40 0 3so IEIs-NIaal=3asb �O 350 1-800-424-5555 -a h a .3 o o< ry •`!h '^.m CONSTRUCTION DRAWING APPROVAL SHEET ^ ^m ^m ^m ^ ^n ^M ^M THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED% PER THE CONDITIONS ON THE TITLE SHEET. (J p of C51 0 15+50 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 Road A-PROFILE SCALE:Hoa 1-30' BY: 22x34 13:1I Vert 1"=10' DEVELOPMENT SERVICES MANAGER DATE: THIS APPROVAL VALID FOR 18 MONTHS 26-0104 A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. a ___ ________Lot Lot 163 ___ / e Loth6s 1 r ao;[e \ I ,I W r 166 I ] Lot 162 i/ oS Lot 156 I ' _ i I r r � r Lot 167 0 // U \V 1 /-Cot 157 �\ �, Lot as �� - If LLi u° ,6ro r Lot 168 I / Lot 161 I \ �I I_�:tl pry O Z M j Lot 169 --- / r A Lot 158 `,/ 1 N II _tCo �Wn 1 o'(V Phase I - ° \ z__ �Q \ - / Lot 159 \ / - 'ter --/, > Lot160 Lot 43 / Q 3 LO I � Sf- \ r ] l t / V R O 4ozpz n ar non ze+9s.oz / W 1 Sta�5+ R25 it _ l/r7,994 1/ M SS 24+9 t- 0)'a w EIev.408.7 _ i a=28+31 0 w R25' A+3_ O a=23+55.0 _ 96.03' �Q Elev.4 °B' EI v.400.56 .408.76 Q =zz+76.7 S 1 2 w .�, °a' w ( - �r RO A EI v.399.42 / -s S SS 25+ w RO ent -P-10 i�E'Z 25JT w410 R0 z w x 2+26. " 407 .. <." P. Ele. .8434 ass 3 •14'E 159 92 _ :: S 733 3SDCB- ' 6 - SSP-7 8 Manhole 4/p CB-1y 1 Cul-de sac C J 3 ter i +88 ks v.402 3T. � EIev.408. ROt1 �w �� 4 Sta:30+41 R 510 s CB-ripe-1 = o �Y O I b t\ �r •'E_F Y40860 �5�n' Iev�bk.EI v 408.45 op Lot 30 +� EIev 409� ��B08P EI 40910 1 -_ � . 4 \ Lot 26 -- - - 6 of 39 •� [ Lod s - I I Lot 24 t 31 r = rn I I I ( t r m r r rt 23 � T pL/o - r i I r Lot 32 Lot 34 Lot I . Lo133 _ _ /�. 0 30' 60' ROAD APLAN-STA 23+00-30+93 Scale:1"=30' 430 430 03116/2026 V Intersec on + Road A STA=8+95.02 ROOtl B STA=1+81,96 N W PVI=25+39.99 PVI=2fi 99.67 PVI=29+44.83 W F EL=4 .396 EL=409.62I 2 EL=409 Len=50.0' Len=100.0' Len=I50.0'.0' _ 420 �33.�T tiF1eBBe9� Pry 420 W W W o°'.n mo Oy m m U N m, N o do dm ci }m + Q = _n Grountl ] __ ________-_-_ w Nw i long Road Centerline(typ 410 V 6 d 0.51 R 410 Z Z Z Z 0000 a J _______ _____________ ------- __ 1. --_-3.76% ° --�--- S 1 -- -_---____ _ o/ong Rood Cenl ine/NP/ S _0 SSP-11 94 LF 8"PVC 5=0.10 3 400 SSP-8 �� 126 I F 8"P C S-0006 440 r " 191 LF 8"PVC S=000 I N Q W SDCB.602 SDCB-BP.S SDCB-801 ¢Z CB Type-1 CB TYPae-I a, S B-603 SDCB-802 CB Type-I CB a-1 std grate,Sitl s}d gr te,S}d sitl rafe,$itl oa 9-1- CBT e-I sitl 9rafe,Sitl 390 Rod A 24+31.66 [-13.7'L1] 113.1'R11 std grate,Std oaTF30+TGTT- - 390 � Q [13Ro A Rim.7'Lil 8 Rim=408.36 Roatl t30-O7.25 I-15.9'Lt] 3 0 Rim dRtl IE II2"$W)in=402.85 IE(12"N)in=406.38 [10.9'Rt] Rim=40982 U Z IE(12"S)out=406.38 Rim=410.10 IE I12"SW)in=407.92 O M IE I S)in=403,00 IE(12"N out=402.85 IE(I2"NE)out--408. IE(12"NE)out=407,92 •O pl a IE II"NE)ou+=403.00 S 2 SD-BP-6 Q Z 380 SD-603 SSMH-8 _ 48"Manhole ��S=S7.LB� 31 LF 12"SD S=0.005 Road A 24+7.56[3.0'Rt] 48"Manhole CB Type-1 SSMH-9 LF 12"SD S-.005 8 [ W �p Claonouf � O Rirn=407.20 RoadA 26+69.5110.4'Rf] sitl grafe,Sitl Road A28+3682 24 Rf 48MMd hole R-41od 27 30+5381 228' IE IS"SE in=3 8.80 Rim=408.50 Road A 27+15 56 Rim=40928 I Road A 29+65.OS 4.3 Rti IE(8"NW)out=4 .00 °< (V IE 18"Wf out 398�0 IE(8"E)in=400.15 Rim=4 8.36 IE 18"SE)1n=401.20 Rim=409.81 n IE(8"NW I out=400 5 IE(8"SE)In=402.10 _Z LL IE 112"S)out=406.51 IE(8"W)ou}=401 10 IE(8"NW)out=402.00 J P,0 J 370 370 LL n O _ - z CL Q 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 30+93 a 7- Road A-PROFILE SCALE:Holz 1"=30' Q a3 (3:1)Ved V=10' Z VQ VQ Q o b - o c, ROAD HORIZONTAL CURVE TABLE EL Q oo Q o Curve# P.I. Radius Arch Length Delta P.C. P.T. Tangent g 0 S o 0 4 S N O Q C8 18+32.84 3000.00 113.40 S2°25'04.72'W 17+76.14 18+89.54 56.708 Q Q a o 0 3-a a a o a o C9 21+20.20 90.00 137.98 S42°35'03.82"E 20+33.54 21+71.51 86.668 >n j Q O < O CIO 23+35.32 225.00 7.78 S85°30'49.65"E 23+31.43 23+39.21 3.888 Q m 50'Right-of-way _° " CI1 25+73.32 225.00 150.32 S65°23'04.97'E 24+35,23 25+85.55 78.085 � o C/L Q o 0 i C12 26+74.43 I65.00 163.05 S74°33'20.76"E 25+85.55 27+48.60 88.881 n 6 N I 0 25'Right-of-way 25'Right-of-way o C73 28+08.36 225.00 116.81 S87°59'33.19"E 27+48.60 28+65.42 59.756 D a D a I C14 28+89.69 140.00 48.08 S63°16 53.82"E 28+65.42 29+73.49 24.277 'I 8'Parking 10'Travel L ne 10,Travel Lane - I C15 29+19.80 90.00 12.58 S57°26'59.17"E 29+13.49 29+26.08 6.303 J O S Landsa ape 0 19'18.0E0.5' ' Lantl ap C16 29+7171 22100 3960 S56 29+51.85 29+91.45 19.856 C17 30+16.77 135.06 50.05 S61°48'16.21"E 29+91.45 30+41.51 25.317 C 6"Curb S k 2 N 77774,77 _ Concret7+yp�)6"min.Cementoncrete(tb"min.CementCONSTRUCTION DRAWING APPROVAL SHEET - 2"min.Crushed Surfacing Top 3"Class B(2 Lifts Required) 2"min.Crushed Surfacing THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED [� CALL AT LEAST 2 Course,Compacted to 95% 4"ATB ROAD A Top Course,Compacted PER THE CONDITIONS ON THE TITLE SHEET. C 19 of C51 Density(typ) min.2"Crushed Base Course to 95%Density(typ) BUSINESS DAYS Proposed Residential zz><3a BEFORE YOU DIG SCALE:1"=5' eY' DEVELOPMENT SERVICES MANAGER 1-800-424-5555 DATE: THIS APPROVAL VALID FOR 18 MONTHS 26-0104 A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. o _ r RU05-993 / r_________, ,__________I ,(__________I I__________, _ ------_I 19,53 M --------1 ---------- ----------I -----t---- -------- ---------I ---- -- Z c� /i � I � - J -(v I I I \ I'/ r N 1 I ' / �' I/ / v ` 'r v Z a Qa Phase2 = >3 Lot 57 `lot 56 Lot 55 Lot 54 Lot 53 Lot 52 Lot 51 Lot 50 Lot 49 Lot 48/ Lot 47 Lot 46 Lot 45 / \ V LO Lot44 r 4 1- �M or5a o �� ( qm o 00 Q 0 - n I IS 00 II \ til'oy E s 23 -- Lot 43 A CB-Type / Lot 59 / - / 9 R2 j Sta-32+05.3 Sta 32+45.21 Sta-32+77 St=33+252 sta=33+56. Sta=34+05.2 ta=34+35.1 S =34+g5.3 Sta I54 Sta-3 65.4 Sta 3s+95.4 Sta 36+453 Sa=36+4. \ y 3 / a / EIev.400.35 EIev.401.15 EIev.40. EIev.402.75 EIev.403.3 EIev.404.3S/ EIev.404.97 ev.406.09 Elev 406.78 / EIev 07.92 Elev.408.60 EIev.409.41 y / IntersecXo 1+ M �.+ h b y,M ro m O 14 9.21 tl°3d8:0 ."� �° 5' _ Road B,STA=31-50 -/ 8 H 8 8 8 /- v 8 �. - L 6 O / I SSP-1 / 8'Pave t _ gM / O wl R25' rs 4� :r s n ,s n ssss r n n : Ca.i�n ss( O SDCB-631 n $ Sta-37+ ^/ ° � R25' r S 4°EIev 409.33 0 a Y 9 iS/ I R2'i I/ 5 La' ntl cafe N r-- YYYddd 0 Perry b� / It ecl SDCB-474 q_\ SDCB-622 Ell dl 44W.05 �O- _ Pha$e 1 1216 sf ,yl 1462 sfRoad - Type-1CB-T 1 0 J - CB- - \ 0-19 - \ OS-981 o O _404____05980_____ _ 1_______ _\�_______YP _ __ / 8"- out ��------ Road B STA 47+646= -- O�- e o /-_ _ _ - e t , \1 \ I v R25' Q' t e ton i4100 I � I�' I' Lot nB I / soci-7 _ A li 3 Ro dn.sT�7.e�9>� Lo 61 -- - Phase 1 -- A Lot Lot155 f 7 00 �all53 I r •� ° - 1\\ r Lot 156 it 3 r` l 1 Lot 37 FSSrONAIEN�'? ROAD B PLAN c� 0 30' 60' 0311612026Scale:1"=30' 430 430 InfersecXon Inferse Xon Inlerseclion 171 st St HE STA=14+59.21 Road B STA 33+98.00 Road A STA=28+95.0 Road B STA=31+50.00 Road C STA 47+64.60 Road B STA=37+81,9 b PEL=40535.05 PVI=4 0.0543 PV7=37+37.00 U t Q N EL-405.223 E-I.I057 EL-60.97 i Len-60.0' Len=100.0' Len=60.0' - �N 8� o - wiz Zzzz� 4S Y U3 0000 Te +e ,*�v 11 w w U `> S ? 5 d a a d Design Groun d 410 > 410 3__ ---_ -__ -__- _ fxrsfing Sri, w +a n - �n ferhre i"w SSP 19 ____ � a ___2CD9--- _______________ - w ----- �' S0 LF 8"P 5=0.013 SSP-10 C') 400 - ¢Z s (I�SD-65 I _ Q SSP-18 -------- - - o•H 509 LF 8"PVC S=.024 U 3z L��= a) `o M 39D SDCB-474 - SDCB-622 390 O b,a SDCB-631 SDCB-6 2 SDCB-475 CBTYpo-1 CB Type 1 YPe- Q z _ .. std te,Std YPo rd testa SCL CB Type-I CBTYP 1 CBTYPe-1 9ra sid 9rate,Sid agra :3 ra grare,Sttl rd gat,Std rd grate,Sid Road B 34+25.1 I[I4.0'Rtl Road B 35+13. [-13.7'Ro d B 35+13.85[I3.7'Ri] Z O Rim=404.70 Rim=406.74 m=406.74 SSCO-19 SSMH-17 Road B 32+76.99[73.2'Rr] Road B 2+86.40[-13.2'Ltl Road B 34+24.72[13.7'Lt] SSMH-18 0 48"Manhole Rim=401.80 Rim=401.98 Rim=404.75 IE(12"E)in=401.61 IE T2"WI our= 4.74 IE(1T'E]in=404.60 48"Manhole 8"Cleanout - �+a Road B 31+58,8019 0'Rtl IE(12"E]in=399.45 IE(I ]out=399 38 IE(17-W)out=401 5 IE(IT WI out=401.61 E(1 T WI out=404.60 Roatl B 36+68.45[9 0'Rt] Road B 37+22.19110.3'Rt] °0 RIm=399.67 RIm=409.65 Rim=4094] �'� Ll.l B IE(8"S]in=389.14 - IEin=402.36 - J -2: LL IE(8"E in=389 94 28 LF 12"S 5=0.019 28 =.GOS 27 LF 12'SD s=0.005 IE(8"N)out=402 26 `4h' IE(8"W]ou1=389.84- w O 375 375 w o 31-00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 38+56 ¢ Z Road B-PROFILE Q SCALE:Horz 1"=30' 0. Q Q (3:1)Vert 1"=10' Z/ EL p J 001 Q o Q o e o 0 o e a o 0 8 0 DQ o DQ o P Q 0 0 3 O 0 50'Right-of-way >n r` I Q , '✓4 CA Q Q I m 5 25'Right-of-way 21'Righr-of-way I ROAD HORIZONTAL CURVE TABLE U 0 11 5• D a ;D a s I Curve# P.I. Radius Arch Length Delta P.C. P.T. Tangent C 2 0.5' 8'Parking 10'Travel L ne 10'Travel Lane 0.5' Sid alk Lantl pe Lantl pe Sidewalk _ I . � I CIB 36+85.45 90.00 37.46 S72°2959.25"W 36+66.45 37+p3,91 19.003 C� 'Curb O - 6"Cur 2% o 6"min.Cement Concrete t ` ' a (YPI 6"min.Cement Concrete(typ) 2"min.Crushed Surfacing Top 3"Class B(2 Lif}s Required) 2"min.Crushed Surfacing Course,Compacted to 95% 4"ATB Top Course,Compacted Density(typ) ROAD B CONSTRUCTION DRAWING APPROVAL SHEET - min.2"Crushed Base Course Proposed Residential Street to 95%Density(typ) THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED CALL AT LEAST 2 SCALE:1-5' PER THE CONDITIONS ON THE TITLE SHEET. C20 of C51 6. BUSINESS DAYS BY: 22x34 BEFORE YOU DIG DEVELOPMENT SERVICES MANAGER 1-800-424-5555 DATE: 26-0104 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26 TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H � I I e I - - p�.,L_� I�--.��.ti,; I✓/.�.. - _.-`t 'i==_�_�Y+ =o � Ala-�&5 ? - ice."-"'-II .I I� W P I / DJ 1 / / C V I. O •Cl) 0 8 ti Z 1 � (V m � 1 I Lo}1 9 1 --- w° Mj q Lot 13� Lot 134 Lot 133 I Lot 132 Lot 131 ^Lot 130 Lot l2� Lot 128 / Lot 127 Lot 126 Lot 125 Lot 124 / Lot 123 Lot 122 / I Lo}111 Lot 120 \ O S N �. NQo � -I Q3LO a m 1 3q1 i SDCB-45] I / / I � / --I / /, � �O ID DKt rage-b: 36'RQW.}yp) SDC I _ -- t-- r!v 10 L Cl) / CB-Type-1 _C i S.H.in i - a04 R25 Elev.4931.62 Eleav 49436 el. 95.59 EIev. 6.33 / E ev 19�56 EIev. 98.30 EIev. 99.53 SE El Elev. 01.50 lev. �.23 w Elev. 3.29 EIev.403.75 Elev. .21 lev. 1 w Ele w v' S 4036777 S102w 0. pe�l, w _ a b2. rod 362 CBi w 4. -> £ ad 8 STA 3+98.OU z w w w w S-471a - - - P- SDCB-473 / G19 r, o s g SSP-100 I 8 s ss ys ss RO (t SSP-101 ss$_A ss�_ss�y SS Al 473 N 4 o GB Type- 4R" le "EI 393.69 EIev.394.46 ss EIev.395.E EIev.396.43 EIev.397.66 Elev 398.40 \ EIev.399 6] EIev.400.37 Fd�" r:3 5S5 ]2 le Ele 404.23 v ,� Sta=46+61.1 Sto=46+91.0 R • P• R25' I o �IETZ03.S� D. I io=40t21 4: a 40 142 64. Sta=42+9 1=I u 404.35 EIev.404 4)4 = J CB 4 ev EIev 395.04 2] Hev 40095 g 4p4.7 SDC6s471 SD _ --I-S- -- ----- ---- SDCB-474 W z N r - Int4r o - CB-TYCe-i.'. _ _ _ _ __ C \ e CB-TYPe-I __ a oad A IB+490 I e /I a /'• ) - I_ o r O EI v. 2 r T I � r T i N _ '» Roar DTP. fY I I i p CV �t fat ' / �� e 2 I / A I F L / 1 \Lo1151 Lo1152 Lo111153 d Lof 1 i Lot 137 /Lot 138 Lot 139 Lot 140 Lo}1{41 Lot 142 Lot 1Q Lot 144 Lot 145 Lot 146 Lof 147 Lot 148 t 149 Lot L50 E � I �� o� �/ I/ / I I I 1 � � I i� I. � � I/ -- � I n,I� �•�� o RS.Fp .,� 1 ROAD C PLAN o 30' 60' Scale:I"=30' S ONAL� 420 Road ASTA=IS+49.01 PVI=44+70.00 PVI=47+19.04 Road ASTA=28+50.83 420 03/16/2026 EL=404.972 EL=403.720 Road C STA=39+50.00 Len=200.0' Len=60.0' Road C STA=47+64.60 K=67.47 K=27.47 PVI=39+81.84 EL=392.954 8 h °y'.n < Len=60.0' o$ d q m 410 K=1a.n o e ^v u + 410 "e'w Design Ground < a e a along road centerline n w " 6 w 5 uw nw dw m ri ExshngSun`oce d d 41 c'S w ±a aP o/angloodcenfedne _ _-0.5%_________- - 6__ ---- __7-99% w �w SID ________________•_ 1.68% ' __-_-___ SD-4]4 ___ __ 400 n ___ SD-473 0 p'� P I ----- SD-472 400 j w _ __________�>6'�- ---------- 02LF 12'SD 5=0.005 " SSP-102 5-0014 0 m Z Z Z Z SSP-101 19 LF 8:PVC S=00 SSP- 11 w U 3 3 0 0 0 0� 2.00%+ % - - _ - 225 LF I PVC S=0010 _ 0- 18 a U�Ort� �Q 390 P-too SDCB-471 SDCB-472 _ 390 3 a m J a grateIsta366 LF 8'PVC 5=0.025 YPe- r Roadgrat 43+1 to d.4'Sid CBType-I CBType-Isfdgrate y Roatl C 43+16.24[I0.1'Rtl Road C 45+17.72[71.2'Rf] sfd Brat 47Std+0 Road C 4]+50.69[27.1' ] W Road C 47+03.13-11.1'L} Rim=404.70 p Rim=400.98 Rim=404.31 [ 1 w IE(12"N)in=399.21 IE(72"E)in=399.82 Rim=403.61 IE 112"E)in=401.61 SD-458 IE(1I E)in=398.82 IE[12:N)in=399.82 IE]12'S)ouf=401.01 IE)12"W)oa1=401.61 ¢Z¢ 380 34 LF 12"SID IE(ITS)out=398.82 IE[ W)ouf=399.82 SD-473a 380 22 LF I T SD Sb.005 CB Typ58 SDCB-459 SD-471a r- <r CBType-I CB Type-I 22 LF 12"SD S=0.005 SDCB-4Ma SDCB-473 _ sfd grate.Sfd std gmte,Std SDCB-471a CB Type-1 CBType-I 30 Roatl C Road C 39+89.81[71.2'Rf] CB Sid grate,5ld sfd grate,Std U - ype-1 Road C 45+18.10[-11. Lt] Road C 47+03.00[71.0'Rt] O e� 39+86.82[-I1.1'Lf] Rim=C 39 sal te,Sttl Rim=39294 IE 12'N ouf=390.98 gra Rim=404.31 Rim=403.62 ma [ ) Road C 43+16.44[-12.1'Lt] 0 U IE 12'S in=390.67 _ IE(I2'S)out=399.93 IE(72"E)in=400.89 370IE(12 � Q Z anh le IE]1TNW)ouf=390.87 IE]12'S)ouf=399.32 SD-474o n 22 LF 12"SD 5=0.005 48"Manhole 48:'Manhole 48"Manhole IE[72"W)out=400.89 3 A 1+54,67[6.0'Rt] Road C 43+10.29[6. Rt] 22 LF 1T D S=0.005 Road C 45+35,28[6.0'Rt1 Road C 46+94,32[6.0'Rt] fPi-eP Z OF 393. Rim=400 92 Rim=404,44 Rim=403.73 C) S]in 384.66 IE IS E)In=39389 IE 18'E)in=396.15 IE B"W)out=39789 E)in 384A6 IF[8"W)ouf=393.]9 IE]8'W)out=39605 n LU N)o t=384.56 C: n J a 360 360 J Z _r Q ^w 0 39+20 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+7 p Road C-PROFILE SCALE:Herz 1"=30' O (3:1)Vert 1"=10' R Z a Q Z 3 Q J 1L 36'Right-of-way U C/L 18'Righfof-way 18'Right-of-ways g 1 Q O 0 0.5'1 lids all�{ 12'Travel Lane t 12'Trovel Lane sidewalk �0.5 i N ROAD HORIZONTAL CURVE TABLE o m Curve# P.I. Radius Arch Length Delta P.C. P.T. Tangent 6'Curb 6'Curb i as C19 39+75.29 1000+00 23.52 S87-12'40.99"E 39+63.53 39+87,05 11.761 I 2� 2% I S 2 C20 45+58.20 2247.74 106.79 S87°53'S4.98"E 45+04.79 46+11.58 53.405 7 7 /� 6'min.Cement Concrete(typ) 3'Class B(2 Lifts Required( 6"min.Cement Concrete(typ) 2"min.Crushed Surfacing 4"ATB T min.Crushed Surfacing Top Top Course,Compacted min.2"Crushed Base Course Course,Compacted to 95% to 95%Density(typ) Road C Density(typ) Proposed Residential Street SCALE:1"=5' CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 HIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED C21 C51 PER THE CONDITIONS ON THE TITLE SHEET. l-.L of BUSINESS DAYS BY: 22x34 BEFORE YOU DIG DEVELOPMENT SERVICES MANAGER 1-800-424-5555 DATE 26-0104 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H 30'Tract W \ \\ \\ \ I I \ min.24'Pa,vement s \ \ \ \ I \ CA v \ V A 12-Paveme la Pavement L >V A Lot 88 Lot 87 V Lot 86 Lot�5 _ g O V v \ 11 V A A A\ scum �santk °s Z Cl) \ \ \ \ 1 \ \ 0 CD O ROAD HORIZONTAL CURVE TABLE ono� Curve N P.I. Radius Arch Length Delta P.C. P.T. Tangent = N Q c- a1StSTAT94+ 02 ~ /\ C21 50+77.51 90.00 141.37 S41°29'S0.64"E 49+87.51 51+28.88 90.000 Q 3 Lo LN � _� � � \ VA �A �A �A \ \ 77�11.�� boo i,/�,/i,/i,/, /�./� /� // /\iA iA iA W C),a 3"C ass B(2 Lifts Required( 6"min.Cement Concrete(typ) C M 4'Crushed Base 2"min.Crushed Surfacing Top o= Gravel Borrow or as Section B(Drive Aisle D) Course,Compacted to 95% 00 Q \ \W \ \ Approved by City Engineer Proposed Drive Aisle Density(typ( SCALE:1"=5' sP-25 R \ soce-401 J o ] E ea z 'o I 1 AW � o I 4 � \ v v Ca \ \ I \ \ \\\\\\ I I I / z s Lot 90 A Lot 91 V 1 Lot R2 V LotA9 V A A\ L�94 ( Lot 95 Lot 9� Lo197 J Lot 98 Lot 99 r Lot 1 D =y:. y Aha 1 Bio-C.I,,EIOor qB3 Phase 1 °�i SDCBd51 � \ 8 Ha \ so +0 8p'u BCBp?-II \I \ \ \___ \ ,\ (\ 1 I\ \\ \ \/ \ I- / it // I/CB Tya.I SDC� SDCB- 43 CB-T 11 r LL.LL Pp� SDP-90 A I '3 \�;'1'•T�� '�,.w � �_d ( �r zo 0 I B T 1- 16 Ilh 6 'm p 8 ROW[ ) {616\s SP-8\\ \ W \ SB°29 1"E 406.1b / �i 8 's/ i-! 8 o II I 031I612026 (Y SSM11�28 u LI v.358.48 lev.360]8 EI v 5. v. 68.63 Elev. 3.98 EI v.377.1 El�v.382.54 Elev. 48 anhole I Sa=51+96.0 Sfa=52+26.0 Sta= 456. Std 9t Lot 1 \ Elev.358.56 Elev.360,86 eY:3 b6 Ele 327.7 EI 2. EI Y $. I 3 Ro v I IUD ir as ty v Lott/ \ \ 1 La 1 Lot 13� :.:.:. \ �\1 3 Lot 41 Lo�5 t 6 \ Lot \ \ \Ld`8 11 I ' Lot 9 1L 10 Lot 11 Lot 12 \_I -O al O I 1 > „O, O O O O I� v ROAD D PLAN 0 30, 60, E 3 Scale:1"=30' y w I ntersection PVI=54+85.99 Intersect.n 171 st c,t NE S',TA=1 160.22 EL=387.648 Road A STA=17+27.52 0 400 Road�-3ifP-d9* . ----10-RD, �toacJ•95FY., .84- 400 ¢� K=6.89 - nm -T T Q 72 �m U 3z _ U `o M 390 --- d -t.9 d 390 -0 m a 2. sx P IK==5224+.0199.50 o / __--- - DO-45 SD-C9 Cw O /ngo dC fe/in p Z f . ___ 2 jlD 32 L SD 0 _"S-DcS S=0.004 3 380 _ ___ - 380 N LL \OJT° 1581E 1T'SD SDCB-C9862 O LL > 5W O o � ia 370 - 370 z R =50+19.84 z L=349.529 a Q Len=60.0' K=17.14 Z 3 m In Ground cs3 Q J 360 F 35C Q IL w 22 LF 17 D S=.0]2 W j OUM g Q Ej c 4.5 - m Q a a 350 = - S5D=0-4.05129 _ SDCB-4 53 - SDCB-454 SDCB-455 i 3 200% 350 slotlagrate.S+td sid 9111,11 std RtlD5363,11[1I. Lt Road D 55+2.07[-11.0-Lt Road D 55+48.20[-5.9'Lt] O o, - - -- --- - ------S ---'- - Rim=374.37 Rim=388.01 Rim=388.16 -D 049 IE(17'E)in-370.51 IE 112"E)tn=84. IE(12"E)1n=384,38 a' SD-C 3 F 8"P C S-- IE(12"WI out�70 IE]12"S)in=54.2 IE(12"W)oat=384.38 o t 340 IE 112"W)o t=384.5 340 SD- 1.2 - 2 SD-90 N 5� y _ SDC-451 SDCB-452 :Bi pe-I CBType-1 a 48"Manh Ie SMB 26 sitlag ate.Sid std grate.Std w "M nhol - 330 3.3816.PignT353.0665TTT� 46" anhole R�54.1 3� IE im=3 0.72 IE(127 SE)in=348.61 Roa D 51+12d0[8 7'RI] IE(17'E)In=349S0 Roa D 54 64.85[7.6' ] Roa A 1 36.4 [9.0' t] IE I"E)in 339. E[8"E)in=42 22 1E(12"NW)oat=348.61 IE 8 E 3n8 345 87 IE(12'NW)oat=349.50 42.12 IE(8 NW)oat-345.77 IEm'N o t=38173 Q 320 320 CONSTRUCTION DRAWING APPROVAL SHEEP m m m m d m THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED CALL AT LEAST 2 49+00 50+00 51+00 52+00 53+00 54+00 55+00 55+90 PER THE CONDITIONS ON THE TITLE SHEET. C22 of C51 BUSINESS DAYS Road D-PROFILE BY; BEFORE YOU DIG C(3LE)Vert 1"=10' 22x34 DEVELOPMENT SERVICES MANAGER 1-800-424-5555 DATE: THIS APPROVAL VALID FOR 18 MONTHS 26-0104 A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. _17 to — 33 4z a W a9 as a7 ab a9 a4 1 2 — — — _ _—— 3 - > 4 i9 0 70 69 68 U 171StSt.NE O "' I97 98 s zN � � 11 11711 O �aN o °a Z 3a - - I = o Q N � a 03 0 6 c KEY MAP oa 12 'o 137 I o IY � I Uj oN c ,sF-17 I �Q Z Road A 1 4 prZ21 I J 43 44 N 3 o 33 34 x5 36 373 39 172nd - 1 172n St.NE I oa o < =_� A-a __ - u 344.�3 o ax.length° 73.95.85 i ® 1 Rws° r p o 2869 1.97% 37358 1 a I ; w___w___ ___ ___ __ _ w___w___w___w w �:. o o _ w ___ _ 4� 344.1 a ___ ___w___w___ w 0 — — e — ra:wnen app ing , 3 ® rn a SCALE V 200' P svze I 15-ft max length,the - OTe '�G516�G�� ' curb ramp may exceed EM -302% SS/ONALE� _ 8 3% �♦� 382 i 0311612026 I I � 382.71 ADA RAMP#1 SCALE V=10' W / / g �D OH Dti O378.10 379.89 u37 17 9 w � � O Q�»»°� --------- a ' o w w _ / wUUUQ Q ^GI9.62 II I i 3 / _ a n 379.2 II 378.OSI a 2: 9.49 ¢Z 378.3, I 378.41, 379.7I� 9.84 rn Q ADA RAMP#2 U 3 zo SCALE I"=10' a M .O rna _2 � Q Z z.lo 'Note:when applying 15 It max length,the c°a \� curb ra eetl C N J n 2 3383 OF .' u I U I I � — n 0 ax.lengih' w___ I I 336.1 w___w __w___w___w___ O w___w___ Q a p J 33. R a_ o N 338.08 — a CL L Q 2n St. Q 4 e s Q — 1715t t.NE \ .61 394.70 4.75 3 94 N N a 394.69\ a O a 394,25 C 394: 4.40 N m Q 394.3� r.RC'Ics a W 94.32 394.42 94.50 ?> V I 394.43� I y I394.81 94 88 5� y 337.72 39485 '94,77 — 7. o 33.1 15-ft max.length' I ADA RAMP#3 SCALE I"-10' 38.04 337.18 'Note:when applying 37 15-ft max length,the o curb ramp may exceed CALL AT LEAST 2 6' 83% CONSTRUCTION DRAWING APPROVAL SHEET THIS PLAN III AN SHEET HAS BEEN REVIEWED AND APPROVED C/-�r1ry23 of C51 BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. BEFORE YOU DIG BY: 22x34 DEVELOPMENT SERVICES MANAGER 1-800-424-5555 ADA RAMP#4 26 0104 DATE: SCALE 1"=10' THIS APPROVAL VALID FOR 18 MONTHS �P23 A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. _ -j7 H I - T - �5 _ t o II - - - - a7a.7d CL1 �w.z0 e � ]8.69 �e _ ee e� e e e w _ a 7y e4 e - ---3]8,48/ ti 01 °' "Note:when applying I f �endme 78.58 Q �e0.50 oorc length, thou exceed a d -- ------ -- ----- ao---- -- -- --Q- 191 9z 9 6 <171St St.NE < 7 w M . .378.83 o380. y \ "g 8.2 a d d d a p, p J " 76 O 7846 z 3802 NCV p p p zP. �j n I Q h drQ- - Ramp o Isft max.len 1 d d d d Isa -� C-9 ase 7e3a o ss5.14 - 0 o% d - KEY MAP �< 0a I � �6 a les Im iss i• u' as s a a � � Is 4e la uc la I iqv sc Is Is Iss ~ Y d p Q M p p I 50 I lV/ 4 d V a9 I 00 Q Road A 4 171stSt.NE 41 3 171stSt.NE prZz3 z4 I J LIJJJJ I N 7 0 60 I I o e o = ' o�m I F 3 41 I s z J.22% 388. �F 1.67% 5.87 38832 5�f max.length' I i d a d a a a. 4 385. 386.33 387.36 381�56 6>f __ d4 ° ° d 3a5eL� �.33 "Nofa. m wnenaPplvng SCALE a p a 88.10 Ise max length, e FSsioNA�E"�.. 386.13\ D386.54 ,�b 387.19ry curb ramp may exceed ADA RAMP#5 632 0 87.81 93% 0311612026 - -- 386.2� 38].1 / SCALE I"=10' --I --i ----- p86 53I 86,45 plying 87Note: hen 7 I38.71 I IS-k ma length,themax.le }h* ra p may exceed curb 11 p li 8.3% ADA RAMP#6 v SCALE I"=10' Q ti 41� 3 JOm ZZZZJ Ouz 0000- "'u3w� � oUC, 4 I aOoo�� ¢ a- a E 399.47 64% 9955 3 399 67 99.60 I U y 3 d N 49 39932 99,35 9 a 399.E 399,52 399.59 99.9 4 d rn r 399.64 W70 a a a -a a 3 0 9,70 399.79 .62 40036 400.43 �I•. JAY+`. p C O a a ,,, a s 0 m= 99 � 99 79 Q Z 399.83 99.9 -2.76% C, d a 56 699 399.70. d W 30 h o 3 -- a � - m Z� C: n J -Z 171 st St. ^w N Z o Q O J 0 N 171st St.NE Q Q a I .048% 399.68 0.]2% -O.Sq Q 99.90 3 E a d o a o d 0.34 N m Q d �o d o 0.8%I -3d8a%� d d d 0 n8 a.. 400.32 "400.17 a) n titiilt� dT --- -: .24 N 399.89 4 0.44 N 399.87 M se y ADA RAMP#7 ----- LL "=10' 39g 7p �00.50 400. SCALE 1 0O L,69 w 400.62 E 00.6115 I I ADA RAMP#8 Q SCALE V=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. C24 of C51 BEFORE YOU DIG BY: 22x34 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE: 26-0104 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H a9 -2=�- _ 7?�nfLs __ IY _-9�I 7o a9 as U 171st st.In I NE O d I J Z N n (V 404.O8 I 04.01 w O c,'N O o I Z 3> "Ioo. 39.84I 92.76 392,66 92.7a 403.80I 403.53 e�ei p I Q! 13c O O Q Lo Lo oa65 W04.11 KEY MAP 9 oa 10 p d �e a I I 92 38 403.77 403.61 s I 3 .88 39238 392.19 136 I3� lal a la la In la le ~ gM 1. 403,,75yy}4, _p 2 404.3 (14.40 It-_-_____ la I l4 Is Is tss sc 04 O C od 3 2.96I 392,55 392.33 2.48 03 v I \ Is a I O �Q I I71 lI la I laI la I 392.61 e laa laa 7 3.3� 93.25 One 1 4 4 a � I I Road A lal 392,63 a p L ______ ro spry Isv Is7 Isa 4 J d '-]50% 3 68 I LL I JI I � _ - 39276 '6 �3 32 o 60 p O ro a18 /yo Road C moo/ a 414, 8o e=s 'V 4 O.IF 3 s z 4 Road C I J 4 a ERs.F 4os- wa.76 2s4 p _ ��EUFwas T�, a 393.22 � 3,g 4 4 \S2a a pa o 90 A i SCALE I"=200 334 40465 404.28 404.46 47 1 50% 393.72 393.64 0 40476 -7' 517 O O0F3S1S/1O�(�N/sAv 2ze0 2NG6 6-14042 �d .66 i4.29 n 393.81 393.77 93.58 404.75I 404,67 1 v 393.96 393.89 a a 394.54 94.47 I`Note:when applying 'Note:when applying I 15 cur max length,the 15-ft max length,the curb curb ramp may exceetl ramp may exceed 8.3% a v C _ 1 ADA RAMP#9 ADA RAMP#10 w m g SCALE I'=10' SCALE I'=10' U�Z zzzz COCO a u3w� s oyo< a U��KK �Q "Note:when applying 3 15-ft max length.the / y curb ramp may exceed W 8.3% 409.77/ n 409.69 409.39 �¢ 409.30 r- _ 40 9.23 Qao z 15-ft max a 409.18 4 0 i p CL ¢3 9.08 409,27 a a Z lo p N m F09.76 ' 40926o n N a / J O p09A9 W �09.61 / O O - R IL 409.27 o N rC L RoadA 409.30 �\ o9 11 < 8 a v 9.56 \\� 3 o93a o� \ O m E p Q p N m Q cs Q 1 H d a 4 _ a 409.74 a 410.34 41 410.1� \0.42 a p p�� CONSTRUCTION DRAWING APPROVAL SHEEP CALL AT LEAST 2 ADA RAM #11 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED P BUSINESS DAYS SCALEI" PER THE CONDITIONS ON THE TITLE SHEET. C25 of C51 BEFORE YOU DIG BY: 22x34 1 800 424 5555 DEVELOPMENT SERVICES MANAGER DATE: 26-0104 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H IY 51 1/2"x 4'FULL DEPTH _ a EXPANSION JOINT EVERY '¢ E m u ]0'.ALIGN EXPANSION J01 U mo in tj SIDEWALK &GUMMY JOINTS E CURB '-GROOVE O W(`7 WITH JOINTS IN SIDEWALK + �o - LANDING WIDTH W® V-GROOVE ) i Z N o w m ROW $ VARIES 1/4'DEEP CD Z. p 3• 1/2M1-1/2T 'Q P N w o T y. DUMMY JOINT rcm m PAVEMENT OR SHOULDER SLOPE *2S MAX .rN 15'C/C >3 a a. zi o PLNJTER CURB OF 60 -2.0% �� p 1/2'x 1 1/2' Ln �o J - PIVOT POINT A SIDEWALK 5 DUMMY JOC CT -2 O`O 55 VARIES /�Cmi O rcrc a �� OI OO O3 PIVOT POINT B H- �M BULB O C 3 a ¢p Q CEMENT CONCRETE CURB&GUTTER N w So• (CURBED SECTIONS) Oo Q w rc w 0 w 0 3 CURB&GUTTER J ,$ m 1/2"x 1 1/2' FULL DEPTH d i o w o EXPANSION JOINT EVERY 30' z 1 l O <m d *s PLAN�1C1IJ RIC w Z.Z. w Z'° mmr TYPE OF ACCESS ACCESSING LANDING WIDTH W® ACCESS GRADEDwl 5,TYPIcM_ Ow O RESIDENTIAL(URBAN) NON-ARTERIAL 15, t 15%MAX. 12'x 1 1 2 (SC NOTE 7 BELOW) Vi :,I �3 Y. 5z3. DUMMY JOINT CEMENT CONCRETE O Y. n m^ SS RESIDENTIAL(URBAN) ARTERIAL 15' t 7%MAX. 2%— SIDEWALK e TYPE I CURB&cuTTE t' r o COMMERCIAL/INDUSTRAL NON-ARTERIAL 30' t 8%MAX. SEE STD DETAIL R-110 _�A -r p O w QOw DV �v COMMERCIAL/INpUSTRIAL ARTERIAL 30' 3= 5%MAX. 2'CRUSHED SURFACING 0 B� 3 O J Q Z �g TOP COURSE.COMPACTED < NTO 95%DENS" 0 J Q NOTES: TYPICAL SECTION arc J N - STEM rc i i h N o 40' (D SEE STD DETAIL R-180 FOR CURB DETAILS. S.F w m a O w �°'•' ti 1. SIDEWALKS SHALL BE A MINIMUM OF 4'THICK,AND SHALL BE CLASS 3000 CEMENT CONCRETE.WITH MR �.ER . 0S7' WHEN ACCESSING SHOULDERED ROADWAYS,MAINTAIN SHOULDER SLOPE TO ENTRNNMENT(MIN 4.5%-MAX 6.5%). 0 wP 8mQ�m PIVOT POINT A. qA G 99 2. FULL EXPANSION JOINTS SHALL GENERALLY BE PLACED TO MATCH THOSE PLACED IN ADJACENT CURB& �iU 0O ENGINEER.ACCESS POINT GRADE SHALL BE MEASURED FROM PIVOT POINT B. GUTTER,WITH MAXIMUM SPACING OF 30 FEET,FINAL SPACING DETERMINATION SHALL BE DECIDED BY THE a U c __ m INSPECTOR IN THE FIELD. • tt m d m © LANDING WIDTH W MAY BE REDUCED SUBJECT TO APPROVAL OF THE CITYJ �^ NJg 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95%OF MAXIMUM DENSITY. 1.S O5 A VERTICAL CURVE SHALL BE CONSTRUCTED TO TRANSITION THE LANDING TO 4. SIDEWALK SHALL BE AT LEAST 6'THICK IN DRNEWAYS, eSS/ONALV =p � LL THE ACCESS APPROACH. THE VERTICAL SEPARATION BETWEEN THE CURVE S. THE FINISHED SIDEWALK SHA BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED BY F u N w r 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 0311612026 °' a 0 G r m u P. (WHERE D IS POSITIVE)OR 2.00 INCHES(WHERE D IS NEGATIVE). TIME SHALL BE FOR A MINIMUM OF 72 HOURS. 0 cOi f. z m O v�i �3 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER HAVING A 1/4'RADIUS. w n 7. SIDEWALKS ARE TYPICALLY 5'WIDE,WIDER SIDEWALK MAY BE REQUIRED BY THE CITY. 5qY O °M DWABEI JRT OF PUBLIC"m STANDARD DETAIL 1SY 0 mK DlIPARi1DDiT OP PUBLIC"m STANDARD DETAIL 5'EY 0 °M DWARIMIDYT OF PUBLIC"m STANDARD DETAIL 1'EY '"` DllpARf'IDDiT OP PUBLIC"m STANDARD DETAIL STANDARD DETAILS NUMBER Q i° � maro» STANDARD DETAILS NUMBER ° a0 � e.nvmW STANDARD DETAILS NUMBER D nn�nw STANDARD DETAILS NUMBER v �N ®s TYPICAL ROADWAY SECTION R—OlO ®t Br TYPICAL CUL-DE-SAC R-070 ®t a ACCESS POINT GRADES R—O<JO s®L CEMENT CONCRETE SIDEWALK R-170 R<ANOt� LOCAL ACCESS STREET P<IrG'TO <lr G'CO +<lR0'�O Q}g Jom zzzzt Ouz 0000- Mu3w> o�¢aw»>° 2 4 2 1/2-R 5.5' • ,,. 2 �w w SC 4 3 2—1. 1•R �4� I/ DETAIL 4 'A .�N`-�� BELOW PPP"`'" / AVM A0 1HJ8 2 t Mwi ! Z 5 1 vg n O¢ \ /2 .r e m Y w mlz 2 O N¢Z d 3 z a de fi' 3 2 5 �� 5 e e m>or 3 Z� wo w= 0/W CUT o 6.5" _ 2 W¢ > o d m N¢ Z U g Z JII_JII_ �. . N oM 4 \ 2 02¢¢ nO Owrc. .O ma 1 m Kew... =� 000 000°° � 1• SEE CEMENT w ED CONCRETE z f z ? 3 SEE NOTE 9 BELOW 2 �J t � SIDEWALK 2t• � N y m 18' 1~il : N TYTnCAL SECTION R-3O CEMENT CONCRETE z J 4�O R-30' TYPE 1 SIDEWALKl w / TYPE 1 CURB&GUTTER I I / CURB 12' 12' 12' / 12' I I/ O R NOTES: �— a W 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 2 I / 1/2 UP ED w 0 2. DUMMY JOINTS SHALL BE PLACED 15 FEET ON CENTERS.DUMMY JOINTS SHALL BE 1/2'x 1-1/2". 2 1/2-LIP i R�30' U Q 3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS.INLETS AND AT POINTS OF TANGENCY ON / V ut r w g O STREETS,ALLEY AND DRIVEWAY RETURNS.MAXIMUM SPACING SHALL BE 30 FT.PRE-MOLDED JOINT V R�30' '��TRANSITION DETAIL w O Z V y FILLER SHALL BE 1/2-WADE AND CONFORM TO PASHTO DESIGN M213. r y Z s ¢ ED 4. ALL JOINTS SHALL BE CLEAN AND EDGED. CURB TRANSITION DETAIL w g v 00 g a 5. CONCRETE SHALL BE CEMENT CONCRETE,CLASS 3000. 90 DI9 Q o NOTES: NOTES: asa o 3 6 S EL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS.WOOD FORMS MAY BE USED ON CURVED SECTIONS. Oj WIDTH OF DRIVEWAY AT PROPERTY UNE. Oj WIDTH OF DRIVEWAY AT PROPERTY LINE. ¢ N CD 6 CD O N 7. FINISH SHALL BE LIGHT BROOM FINISH. O2 1/2'WIDE FULL DEPTH EXPANSION JOINT. O 1/2-WIDE FULL DEPTH EXPANSION JOINT. m y O U N m U 8, THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND AND COVERED BY O3 FULL DEPTH EXPANSION JOINT IF Q IS 15'OR GREATER 4 WATERPROOF PAPER OR PLASTIC MEMBRANE IN THE EVENT OF RAN OR OTHER INCLEMENT WEATHER. 0 FULL DEPTH EXPANSION JOINT IF(D IS 15'OR GREATER. > o CURING TIME SHALL BE A MINIMUM OF 72 HOURS. ® DRIVEWAY TO BE SURFACED WITH ASPHALT OR CONCRETE. © DRIVEWAY TO BE SURFACED WITH ASPHALT OR CONCRETE. (_ 9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN OF 2'OF CRUSHED SURFACING TOP COURSE. O DRNEWAY CEMENT CONCRETE SHALL BE A MIN OF 6'THICK IN RESIDENTIAL AREAS.8'THICK IN COMMERCIAL AREAS,AND IS TO BE PLACED ON A MINIMUM OF 2'CRUSHED SURFACING TOP O DRIVEWAY CEMENT CONCRETE SHALL BE A MIN OF 6"THICK IN RESIDENTIAL AREAS,8'THICK IN V) 10.DUMMY JOINT 1/2"x 1 1/2"BETWEEN TYPE 1 CURB AND GUTTER AND THE SIDEWALK. COURSE COMPACTED TO 95%MAXIMUM DENSITY. COMMERCIAL AREAS,AND IS TO BE PLACED ON A MINIMUM OF 2'CRUSHED SURFACING TOP COURSE COMPACTED TO 95%MAXIMUM DENSITY.I TT C `/BEY O� eirt ➢W1M'I NT OF PUBLIC BOBL4 6TANDARD DETAIL C�'TY pp erc DBPARI'NENT OF PDBUC 1TOR63 STANDARD DETAIL C1'LY O� errt ➢W1M'I®YT OF PDBUC BOBL4 STANDARD DETAIL Q1'SY O� °f'� DISPARIIRRT OF PUBLC 1N1R3 STANDARD DETAIL L w ,,, mnvms STANDARD DETAILS NUMBS MOB IDrt Brnro» STANDARD DETAILS NUMBER wB�� o.m� STANDARD DETAILS NUMBER XA'°T Brnro» STANDARD DETAILS NUMBER ®= CEMENT CONCRETE CURB AND R-180 ®; CEMENT CONCRETE DRIVEWAY APPROACH R-220 ®� CEMENT CONCRETE DRIVEWAY APPROACH R-230 ®� W zR<Jrcc° GUTTER TYPE 1 ��<trc'�o TYPE 1 'A<Jrc'co TYPE 2 +tPxG'To PLANTING STRIP R-268 a O CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 HIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED C2 L C51 PER THE CONDITIONS ON THE TITLE SHEET. l_.LO 0f 6. BUSINESS DAYS BY: 22K34 BEFORE YOU DIG DEVELOPMENT SERVICES MANAGER 1-800-424-5555 DATE: 26-0104 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H W_ CJ g O w Cl) 04 J zN ao 0 Zom 1 UQ = Q a Q 3c� Re'dential -p 10 Ca acity , o 0).o —a 72nd St.NE c r3 1 H —_ — a oo Q oHp p L f 79 019 of74 o ' f y y Ph Lot I ot6 16 0 ��I ? U05 Phase 1 of ofb. � e as N t:Detention Vault O r LLO 3,1 0000-sfx7 ff Deep -col t I I 4 of 9 - Cell ss y 1 7t5'1 St lV 0 } B'oreten}on Ce113.60Psf q 0 '"' 1 1 } t l f 10 15 ff BSM �S Phase 1 _ 9 flo os-fr sand esf old Northeast l� Deo t o r l s i veloped � ��1 � _ - 2 o ff oraval � 3_13Nacres Road D- sTo eG,9 Tres _ 4 3 sf BASIN 1 � Dev�lo y�r F c _ ^� ��-- o 136, i bt12 Loy 3 �r z n2' . a 1 � �b �' k'e 7i •f -_��— I � I fl. c r113 bf 12 � � 1 1 I of Ill� - -- ------ Phase 2 � I� — Bo rate ndon Ce112,800-sf total "gelyd DA�KE = -� O a 15-ftB$SM Air /01,wA 9a2z3 1 o3i l6i 2026 o� = os�m �� t� earetentancoozssl-�f f14 ---i--- o0 V 1S f}BSM }14 'tl4 Inc-y e _ v `>� a Well n-deep Ld}g�envauff [3H deep o �75��Sd q -- -- -I___ BSff�tl Cell4,080-sf� tl 115 t5 4pti s °' c 0.5 fi Sand 14 o w West 7,700 f z9 ff dee detention vauR 2 5 t Gravel T O oo`� behveen downspouts and collection system. 20.ff Gravel - o 2 0 2.0-ff Gravel r"\ u S. 1 2 acres C South as Q Developed BASIN B De -ZINC oo� N -y _� !_ Oe ..bpi 101,639 sf . �- J1c atlas a wr�� r f163 � I I A ° STORMWATER MANAGEMENT OVERVIEW PLAN ci f� - - ilb4 r'0a� "U'U3 0000� �. o �C g OU3" D T of lb r�� Al"eveloped BASIN q CC eo ri Pu 2.25 acres of 2 of oft of 27 i_ 98 003 sf r�L0 -� Soulhwest Gravel Detention Chamber ate P/ ed �� _ o ss Lof i 31423-sf z 9-ff Deep e' C7' .\ __ o in: • s Buffer N 1� ide ti w enf o13!'`f 3 Developed BASIN f 37 3:0 dddJJJ II - „ 1.36 acres f 3Bl a 0 O a it R C) a I / 59 557 14�1 N `o i — = Z Gl�g met/and + Ne e ff e b Q z J /d9057➢/hA .KE +Colegdy/// C eal"l 3 CL A9�n WA 9E72 Welland , I I R+ssfortlf"o + Pla ingi Zf Ro >� NO >< of 42 OI o a W Cgn$"� r Wenand A j J ^O ; o all 3 Ile, sur e o/ _ -r�k999 / % Ode • - O / 519 A✓e.N. ' //.� Z � Z c !P _ CAPA \ iPP P��O Lu New Wetand Creafialn I _ a' w �/ ✓ 0 `` a W a dB - P co o Q ECZ QtY w 1-- 0 c n d L011f1t AmTiU l�or7%ems//d uam Ti/be hC, �o 1,10. lar -s g O e > n Q' "✓o%eyFe d mc. o Dib'es u.r ownad� o•� C5 {� o U cv9as/�z N¢� Gi A�ngi n,wA �7 O Vso 0 a', 9 Q) o N to AQUIFER RECHARGE/ WELL HEAD PROTECTION Low.Over too o 100 200 SOILS - Tokul Gravelly Medial Loam; Scale:1"=100' Hydrologic Soil Group:B McKenna Gravelly Silt Loam Q Hydrologic Soil Group:D Compact Fill Area to 95%Modified Proctor CONSTRUCTION DRAWING APPROVAL SHEET THIS PL CALL AT LEAST 2 AN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. C27 of C51 zz 3a BEFORE YOU DIG By: 1-800-424-5555 DEVELOPMENT SERVICES MANAGER DATE: 26-0104 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H W_ CJ g O w Cl) 04 Z(V �aC'4 liQo, Q LO 10 'sate-v..loa M y2vE.ir --° \ -- �.\ / l / l� snce-cYlos l cs-rr 7 \ I/ �I -"I \ �..r CM B.ExIQB -YPe-1 / /I _ 90 SDce-os sate x/az - h e e - -:o �-� t--" / ` / I/ Sa°C�" /1 �/ / �I ca-T I l Car,o l ,-?secBM4�_7 n n'°�e'° sOv-a•10,`° °-, - / ( ( ce-ryae-I l ( r\ I\ " - a /\- cV e �° Jv n / CB-L e-1 - , M n'� N s �°_ -- r- -- _ / / �,� / 00 Q Q°v+' c /= --- \l 1✓ ;" \l - --�) C'' �% ��/ a oe v� 72, S T 1 y / �\ .. � _ _ __ ♦, I --- - ill-- 1 1V A\\\ �B°Iyp� ,�a _ _ - 1 - -i 172nd lI - -- �r I WW -, T i - 7ndSt. _ J 1,'s. Oz �, ✓\ Oi�a9 L0188\ \ '-lean Clea - B-3 'TVP$ � / � - �� --- - - - - f-.O 4.SW iSD -]9 O- 'SDCO-]6 w ` 4 ut Cle YPe -\ 600 sf 3.6005 �1' 3600� ^-0 a /I I L Cle 6"-Clean 16" - ..: O 1 Lo} 5 ) C&y I v I� o's°aaz s°dt°B-Y a.6o sf 1� Lof s,3 Loa ez I Locel /' I - 1ra° �I 179 a 6of 7B _9176 6Lof 75 t - & o I \ I \K D 89 COL89b 7 O - I/ I LOf 74 LO}72 tb Clean }SDOCO-69 SDC lean 6'-Clean DCO-65 SDCO.6 ¢ 1 E1-I --�fl I---- I I---_ti ----I ----- F 3 w \ P Lot 77 rysD2 I IDS-988 I ,�B-4D5 m o 731 sacLpT 68 Lo167 Lof6yclea ok m li o < i z w \ l2 A a�i.TY �' Lo}65 Lof 6 ° -I - � e- c pe- �- �- L4163 Lot 62 Lot 61 Lro160 Lof 59 _Lo}S8 B'orefent on Cell2,01-sf total -'/� - w n - _ " // - e 1 06 3,600 sf 3,600 If 3,600 s 3,bOU� 3,600 sf 3,600 s 054t Sand D.SH Gravel o .r soc6-sp I Lor 90 I I V A\I IA a$f�' I sD u �� CB-Typf 911 �326- C 'D� SI 3, / \ \SDCB-V98 B-T �.600ssf 3�1f 316 sll LOf 9'6 LO}97 f Lb198 /w l _ \ YSIEF� \2�v ` T B_Type_1I / ' 9 YPe- I � \\ OQ 3.600 sf 3:OO sf 3,600 sf /3,b00 sf 3,b00�t a Of 1J�'/0 �LO1101 � I s�� eSS/ONALE�G "' �i _ -Cle n C�-93 CO 94 , CO-98 D 0-96 SDCO.9 SDCO I 4.OSO sf LOiJ 02 LOf 103 Lot 104 / 5� 's Lof 105 m Lof 106 m/ 1 g LC 03/16/2026 - 3/aria Z A 19Boo / / ri 3,bG0 sf L 1110 4,( ld'Ihe9ev I t q9d1\ 1 `r, \ t - -- S - Q LI iTy sl 9 3BOO sf 3.bDO sf }f ,b00 sf 3600 s1 LOf ll'2 Lo}lld, LOf 115 LO}116 Lo11171 2a' reoe 3,600 Lo1113 3 B 9 1 DpT1J^ I I I\ �i'UGt 9<& `I , _ 0 - - _ - 3,61Q st 3,644 sf 3.644 If 3,610 sf 3,600 sf 3,800 0 \ a `j I_ � W[_ oft - h ca.vo- /I B 1.ierkLof k / \\ 7 700sf x9 1r deep detention yapn I ��i cocoa al r ` \\ 4Lo 84 �, \ I +-- t Lc regtion 179)IndividualdLot gravel I Tro[f 97 I 4 L t 3 /� '+- r '- L I I - \ 3,G L 9--- / I I detention 25 z4x3 ff tleep behveen 1 Lor�4 LO \ 1 -- - SDt -630 r Lof 9 \ _.._, 6' lean a ` tlownspouh antl collect on system. / �V - Borerenf on Ce113,600-sf __ - �. .1 7 sf LAf bl Lot 1 1.5 11 BSM / jIF J 1 os tr sand ;� - - - _ ,� LC C 6••_Clean�ut 3.60d sf I000 s I 13,�Sf10)s� 3.6�J0 sf Lat 1 I $ I m..si I / P 2.0 tr Gravel _ ° e-c lfl[ Y v � p � 1 3,6�0 sf L�f LOf 10 3.600 sf 3,600 sf 4,049 sf l 4,053 f M Lof 13 Lof 132 / 0 w'm iv y -- I J[/Td/// &T 1 3,60C�sf 3,600 f 3,600 sf I Fto'f Lor 12 Lof 126 Lot 125 / _ O w u Z O O O OLof 127 `� z z z z�_ __ , sf LOf 124 LOf 123 .'S� CN - _ -/ SDCB-4lh 3,600\f 3,600 sf LOY 122 LOf 131 O}12 F3�t. 119 Lot I1 m.6 w<w w�n ti ti m < C�3 _ _ n w w b n of�6\C\a au\�I aryout gl 378 / _ 4 eanoat SID4 agau dpa - r 3.blo:rl a u>,u>,u>,u>, 91 �n ' e 3 STB / o_uooa 6 pryl a.at 6 / I 1 ) 3,642 sf 3,642 sf 3.615 sf 0 f 4,060 sf SDCO.4leanout 6J Olean ut 6yCle 16D'CO-all f D� B I �pC 9 SUCO�10\SDCO-i �0ry 0. - d &TYP a SD 4]3al 6 3 STORMWATER MANAGEMENT PLAN-WEST I / e cB Pe Tn ^� w It w r4 - - n 1�02fC- :'. 36 0 I 1 I ot133 of137 Lb113a - \ V 4 203 If 3,600 sf /3,600 sf Lof 139 Lot 140 t - t DCB- ,6 41 _ 3,600 sf Lot 142 Lot 1 3 I B iYF I '- Lo B'orefenf on Ce115,08Ssf 3,600 sf 3,6< f A I Lot 144 LOf 145 a m 8ioretention Ce112,531-sf 3,601+sf 3,600 sf 3,6�46 LOf 147 Lai I ) 3600 sf LotIsf mw 3,61 3z -- 15 ff BSM 11 3,600 sf If Lot 148 i LO}J 50 L f I51 I' _ 1 \ \ II I If OSft Sand I 3,600 sf 3,613 sf 3 96 Lo}152 LO}r$3 0. 20 HGravel - _ 3,I538 sf JB sf 1 Oa O rn� -1=1_ I -- 1.SH BSM Biorefenr on Cell 4,080- _ - 2.5-f}S _ r- a 1Q L...`::- as e -- I - e I--- - _ ' 1 a z N N=4225740 � _______ -- N=422568.5 I I ` ...... O.S ff Sand ______ i__ _I 0�£ � Z~ W_ - 11 E=1325278.E O 1 I OZ 1.5 ff BSM beg Lot IF(12"SD)in-338.0 1325368.5 I ) I 1 7 I I �- - 2.0-ff Gravel / SDCB-622 1 n 3,6( N N z g0e, 88.0 - - - i 1 II I sl l / __7`�I ____�. / / LOf 154 f J p Q W I I - B-6 1 1 1 1 T]►1 _ - _- \ A04 k 4.005 sf p Lot n 3 nl of IA LOjY70 Lot 169 8 of 168 Si I 4,050 600 sf L01 167 I ~ 3,600 If 600 If [�Lct 1666O I / SDs I Cq / 3,60o sf 3.7�2 sf Lot 164 r ^ Lo}155 0 L1.J3,67E sf A lo Floor Elevation=33 fr _d e 1 1 f II 3.911 sf!s' ' D" 60 120' Df r p a 1 =azzsza.b Internal height=9 d40' L.LJ ; Scale:l"=60' 0. Q 1 =1325275.9 w W I I Bottom of Lid=339. I Z E 'I 88.0' - '� I Q 12,5671 1 5.00°' I (12"SE)out=330.50 I =422524:0 I Qi A E 1,325365.8- 1 g W 3 131 31.59 I 3 Q> I 62.23' W IE t6'"$D)In.338. I O 1 9 i N m 93.23' W' i o O 94.64' W w W I � I W .J i m I - AQUIFER RECHARGE/ J62.23' N=42 :3 y WELL HEAD PROTECTION i \\\ E= 86Y Low,Over100 1La SOILS Tokul Gravelly Medial Loam; x Hydrologic Soil Group:B I 1 I o McKenna Gravelly Silt Loam I I N-�2245 I c Hydrologic Soil Group:D I I ,E=1325338.8. Lot 1 Compact Fill Area to 95%Modified Proctor a----------------------- ----- - ----=------ ------9.02sf.------4 0 20' 40' CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 Scale:1"=20' THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. C28 of C51 BEFORE YOU DIG BY: 22x34 1-800-424-5555 DEVELOPMENT SERVICES MANAGER DATE: THIS APPROVAL VALID FOR 18 MONTHS 26-0104 A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH RANGE 5 EAST,W.M. IY --172_ndsr-N&_ W u° 188 s eo w -�w Cl) �--.a 24 divid Lot ck O ; L f 79 17 01 7 of 7 0 4 of 7 �°f Z o C-4 I� I I it � 598 ° t7 0}3 II -. loeb otb of6 ot6 c Q �O�N I - ,s m Lotf Loth oY6 016 ot6 ot6z < t 9 o _ w C LO 10 o ss U I by 90 ot9 oY9 of 9y 94 >99 f9�4at9 019 019 3 U_ �.. �^ - ~0.g gM II a ss I n c ha e -- D t 10 t,o i,D t,D o� a a z is I1 II�oY 4l of Sl of 6l ot8 ofI ot1 113 t13 P.ase 2 +112t,2�t12t12tl, ot �'� I � � �3 WFSiBASIN o STORMWATERKEY �_-_ - _ _ O�ik KE�T6ASIN__- i' -$�ah}dl-C cOt 41 Ipt 14I t,4 bt4 114 0�10 0'I 4Z--- Scale: 0aQiQ l"=100' � 'FPS.F0S -lV,�,oF wnsyB,oT+;�, 380 0, I 171 st.St.AE 05-67 Lot 89 Lot 88 Lot 87 Lot 86 L t 85 L 184 Lot 83 L t 82 Lot 81 Lot 80 380 y i a I H 370 ---- _ 370 NAL sD-80 0311&2026 40 LF 6"SD 5=0.005 -----' SD-81 360 360 IF Each Suf e 39 LF 6"SD S=0.005 $D-83 SDCO-BO - 6"Cleanout SD-84 MPT PV g,C Plu 6 ti U i 172nd 51.NE II+ O 350 - s6 o-az s o-et 350 w S.: Pr pose Vau _--"Design Surface SD-85 6" leanoutzzzz 6" leanout Rim=3]SJ6 J O m ong Pipe CL C Plug, VC Plug, IE(b"E)in=370.7 U U O O O O SD-C989 3 39 LF 6"SD S=0.005 172 d St.NE 116+39.1 17 nd St.NE 116+79.7 U 3 w N y y y 8 LF 12"SD S=0.065 - [49 Rtl [49 0'Rtl "W]out=3 .72 O i Q w SD-86 7.88 Ri -71.80 a U O O it it Q -- - I LF 6"SD 5=0.005 DCO-85 SD 0-84 SD 0-83 iE l E in=36264 IE "EI in=366.52 O SD-87 WI out=359.02 IE["Wf out=362.85 2 340 �D-B9� LF 6"S S�005 53 LF 6SSD 5=0005 40 LF 6"SD S=. 6"Cleanout 6"Cleanout 6"Cleanout 340 3 63 LF 6"SD S=0005 47 LF 6"SD PT PVC Plug, MPT PVC Plug, MET PVC Plug, Q 172nd St.NE 11+19.9 5 172nd St.NE 115+59.8 172nd St.NEI16+00.12 1 1 1 1F r Crossing Sewer [49.0'Rt] [49.1'Rtl [49.1'Rt] Vl ur + Rim=356.63 im=360.41 Rim=364.20 IE(6"EI in=351.8 IE(6"EI in=35494 IE(6"EI In=358.82 W Z 330 GOO.49a- Dco.w-- __ SD O-8 SDCO-86 IE(6"W)out=3 .38 IE[b"W]ou1=351.28 IE[6"W]out=355.14 Z 330 48"Type2 6"Cleanout 6"Cie anout b"Cleanout b"Cleanout 6" Iea ut 6"Cleanov} S 2 Solt Lid, MPT PVC Plug, MPT PVC Plug. MPi PVC Plug, MPT PVC Plug, M PV MPT PVC Plug, H Q N 172nd St.NE 113+94.09 172nd St.NE I 1 93.60 172nd St.NE 113+46.98 2nd St.NE 113+46.9] 172nd St.NE 113+99 54 17 ntl St.NE 1 I+39.9 172nd 51.NE 114+80 98 Q 3 O L1.,1 [I93.8'Rtl [130.5'Rtl [130.5'Ril [48.8-Rt] [48.8'Rtl I 9-Rt] 149.1'Rtl U ,7 > Rim=343.82 Rim=341.55 Rim=340.63 Rim=342.]6 Rim=345.26 Ri =349.00 7Rim=352.84 ap M IE(12"SEI in=338.50 IE(6"WI in=338.2 IE(6"N)in=339.05 IF(6"El in=339.46 IE(6"E)in=339.72 IE Lo�t3�33 IE(6"E)in=347.19 -� p °a L t 2 IE IE 6 W t34I CL 320�n "E 1= = IE 6Wut=339 2 - 3.4320 E 12 s�aT--338..->a = Js� SLsuI3444 ��317 317 z L% O a� Mm °m Mm Mm � � 3 0+00 1+00 2+00 3+00 4+00 5+00 6+006+10 J n Z CL _ SDCO 64 to Vault-PROFILE SCAL:Harz r'=ao' (3:1)Vert V 10' Z 3 0o OS-967 I 80th Dr.SE 105-974 Lot 79 Lot 8 Lot 77 Lot 76 Lot 75 Lot 74 Lot 3 Lot 72 Lot 71 Lot 70 Lot 69 Lot 8 Lot 7 Lot 66 Lot 65 Lot 64 o Q 4. o_ Q 400 --- ----- ------ ---- 400 oa c , CL a Z ------- � ------------- - SD-64 a _ ____ SD-66 SD-65 _ ,_ SD 7 S 0 005 40 LF 6 SD S=0 005 41 LF 60.005 W V Exrz19J�ldre ___ __ _SD-68 H F - - __ ___-- SD-69 41 LF 6"S 5=0.005 Q 390 �`- --- ------ '.-kF-6-S.-ir.a --- - - - SD-71 40 LF 6"SD S=0.005 390 _- c _ s-z 40 LF 6°sD s=o.aos Design Surface _ SD-73 40 LF 6:'SD 5=0.005 SDJq 40 LF 6" 5-0.005 g ` along Pipe CL SD-75 �S=0.005 40 LF 6"SD 5-0.005 P Q 3 -' SD-76 q0 LF 6"SD 5=0.005 3 Z SD-7 40 LF 6"SD 5=0005 Q -- -- --- --- -- 380 39 LF s's s=o.00s -- 380 >_ SD-78 H 51 LF 6"SD S=0.005 a' LU SD-79 N w 154 LF 6'SD 8=00b1 > R ~ o L o Cleanout 6 Cleanout 6'CIe na out 6 Cleanout 6 370 Y 5 Cleanout SDCO-65 DCO-64_ SDCO-79 SDCO.78 SDCO-77 SDCO-76 SDCO-75 SDCO-74 SDCO-73 SDCO-72 SDCO-71 SDCO-70 SDCO-69 SDCO-68 5DC0-67 SDCO-66 5 Cf0$$In $$P-la 6"Cleanout 6"Clean 1 6"Clean u} 6"Cleanout 6"Cleanout b"Cleanout b"Cleano 1 6" CeanoW 6" Cleano i 6" "Cleanout 6"Cleanout 9 MET PVC Plug. MPi PVC ug, MPi PVC Plug, MET PVC Plug, MET PVC Plug, MET PVC Plug, MET PVC P ug, MPT PVC Plug, MPT PVC Plug, MPT PVC Plug, MPT PVC Plug, MPT PVC ug, MPT PVC Plug, MET PVC Plug, MET PVC Plug, MET PVC Plug. O 172nd St.NE 118+74.06 172nd St. E 119+24.99 172nd St.NE 119+64.11 172nd St.NE 120+04.05 172nd St.NE 120+44.11 172nd St.NE 120+8q.01 172ntl St. 121+24.15 172nd St.NE 121+64.28 172nd St.NE 122+04.15 172nd St.NE 122+44,33 172nd St.NE 122+84,15 172nd St. 123+24.36 172nd St.NE 123+65,00 172ntl Sf.NE 124+_g2 172nd St.NE 124I44.93172nd St.NE 124+85,99 65 [48.]'Rtl [49.0-Rtl 148.9-Rtl [48.7'Ril 149.0-Rtl [49.1'Rtl I48 9'Rt] 149.0-Rif [49.0'Rtl 148.5-Rtl 148.4-Rtl I48.5'Rt] 148.7'Rtl I48.7'Rtl (48.8'Rtl [48.9'Rtl � Y E b"E8L3I6 56 Rim=365,0 Rim=366.61 E 16"El[n-38125 21 Rim=E89.63 1'in=384.74-E 16^E90^90 85 85 IE 16„Rim=392.0 E�16•'E9J.07=387�.8 E9J 1=388 86 3.99 Rim=39E15nW389.64 39 i--390 72 IE I6„E5.86 96.9 Rim-39 i=3E 8.07 E I6„E99.00-39>� 11Ei 6=399 0 393 47 Rim=399]8 fn 360 [A r �87IE E1 IE 16"W 1 out=393.67 360 a IE(6"WI out=376.56 IF(6"W)o t=376.81 IE(6"W)out=380.00 IE(6"WI out=382.04 IF(6'W)out=383.45 IE(6"WI out=384.94 IE(6"W)o t=386.05 IF(6"W)out=387.24 IF(6"W)out=38806 IE(6"W)out=389.06 IF(6"W)out=389 84 IE(6"W)0#39,192 IF(6"W)ou=392.00 IE(6"W)oA-392.92 IF S'W)out=393.37 CALL AT LEAST 2 BUSINESS DAYS BEFORE YOU DIG a 1-800-424-5555 350 350 a a _ CONSTRUCTION DRAWING APPROVAL SHEET THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED C^9 of C51 PER THE CONDITIONS ON THE TITLE SHEET. L 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+78 BY: z2x3a SDCO 64 to Vault-PROFILE SCALE:Horz I"=30' DEVELOPMENT SERVICES MANAGER (3:1)Vert I'�10' DATE: 26-0104 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H v V.lt top Length&W dth per Plan L-w �• u '[Cell 983&Cell 989 Total m n area 2,800 sfl I~ IrL' 1- R;.,ToprtLadd,, a.. -. 100 Yearstonn EL 33850 .. - .q..-_ CI '~ sediment f Iterco 0.5'Freeboard LU O z'Fine Santl w/Compost __ y can ch r/Steps 3 Iar 1. Ofi E1a 3360e All \ 1. C /\/\: -e -017 017 a 1 1 :v.[1. 7r ` \/j\ 5 98 �� 1 7 or 7 of 7 of b o}6 of 6 orb N'P 1 T 9 • 0.745"Orifice \\\i'\ \>°yt� -R�1 5 B 1 +� S I M tl 1 � � a=t9 - : ___ -_ t-.'� of b of b of 6 of b o}5 of 1 N LO sD V9892 w ,4, _ _ .�, - W //,� 10 ConhaI 6'Gr Native or Lol Sfir,I—and SimcNral C� SDCB-501 „ - - ,r --- s 3 6 Underdra n See Profile Bioretention Cell fo c�onsisf yP - I of 9 of 9$ of 9 - _ /. Conhol""to el[2]&13I SDCO 501 Riser for underdr o : of 9 of 9 �, _ - O Q Th 6 cle �- v C od 12" Supports 'r,S[. So Is d B i I I B T SD 9B9 }1 _. Y _ 171st t RU 5-'4� ( CO.5016 5 SD 94 f 10 -- _ _ _- //�_ a n RI pe and OY ma}ef o R 5P5%ClfeC/In \6'-clearuouf 6 ono 50 96 1 10 }1 D }10 ( I �T[ 00 connected, Bioreten}on Cell Materials, Illull� L 63DCB. B a9 .« .: - - - of 9 c. 3 tT O�tlet Shear gate - Typical Section Detail - YPe .ryp o12 Y *. Deo r «N leano ®ICI f Q- 1 t I1 tI1a � t10 Subgradetobescarf ed too cq-T •ioatlet Cell depth of atleastlkprior+ogravel RLREL=330.50' 24" r SCALE:I"=4' placement Do not smear surface J O f Mesh Screen 36 60 n t SDC 52 of 7 of 8 t 9 of 1 a}1 0}I daaw EL-32aM cawan zeal 6 R 05-989 Tract 959 I RU05-983 983 Rust Proot hardware - --- -� Resmct PI r m 12 Galy.or ( e/1989 Road D Cell 983 c3D -- - -_ __ _ _ _- _ -- - h t le3 1 12 t 7 2 }12 t 7 2 - shopolld fce 24" SS Cap j 2 i12 11 >t'7 O Diameter 1.669 I -- _ - -- z Exposed 983 Design1.1.ce II t, _--�_- ---- - B SIN e_ T 112 112 0 _ ,f 1'. �O SECTION THROUGH PIPES 35 - 50 iI \ i! ro t -- _ RbndC - A pF 3 V989ControlStructure II I � ---v9Es{- IP--- C� --- "",- ' STORMWATER KEY H f-I • - - - - SCALE:1"=3' - _ U 4' f74 114 t14 rl4 t14 r14 t14 f14 _ SDCB-430 c.. CB TYp,- SD.C983 i x 0 100' a F 3 40 I Scale:1"=100' 171 st StN I+18.09 It.:qIE9:+3a4z71.6[zl Li IEE(12 N)l-a41.00 2 E]n=341.00 3253N317=.74 2157Q.2E-13253 9..55�.=14 32�2255366 8E9 32 9.a q a2 5 9 6 N= 2564.0 E=1325427.3 30 4 - '�1 vSE SW.qF pc ay- .. e' 8 5 - • Po ��Structure Table Pipe Table 8 q E7-1325337.2 N=42�� "_'r �� + ,RU05-9 E=13 54SroNAL�G Structure Name Structure Details Pipe Name Detail Outlet 1+14 1+00 0+00 03�16/2026 SDCO SOto Rim=331.29 PERF-501b 15 LF 6'SO S=0.000 Outlet FE.329.50 W + W 6 Cleanout N=422515 7 C983 TO C989-PROFILE scALP:Horz 1-3o RU05-983 983 Lot 90 rod 959 MPT PVC Plug E 13252323 IS:11 Vert 1"=10' Ce11983 c3o Road D 4 540,, W 501b INV IN=329,500 360 360 360 360 13 1,41.6,° RU05- 9 Tract 959 QUO 983 1171st St along Pipe CL Ce119 Road D Cep 183 983 NE E%shhg a race +N,42!25 7.8 c30 029 pe CC �137P5 43... SD C9893 983 ExilJhq //ce Traci 996 RU05-989 Ce11989 8 LF 12 SD s 6.5% n P _-_ --42252�.o u SD-452 N-422524. 79th Ave.NE Oullet HE:338.00 C30 g,e CC W E= 5 0 N 350 350 350 ace 350 350 350 W W v -i Design pe,CL es gn u Biocel ev Biocell Elev. - E=1325427. along pe CL C80 along Pipe CL ,-'347.0 347.00 47 IF 17 SD S-0.019 3 O U W P �30=� SDP-91 N 9.. ........ Biocell Elev. Biocell Elev. __-- -- Crosaln W W W W E 1 2 J O`a Z Z Z Z 343,00 343.00 g41 33 LF 6"P O w u 0000 Vault 5-0.00 340 340 340 _ - LF ti'7 ssPa7 340 340 340 Ed 325 7 o 0>>>>m o>>a,o 340.00 - - ---- -�- --�-�--�-- 55 2D LFS72" SDCB-45 i SDCB-p452 <w w w w�+ at e- '" -"Vault 989 Vault 989 83 Sta:54434].00 Rid grate Sid w w E E sfiog s�ce Vwlt 9Proposed 7,700 Sf,9-fr + along Pipe CL ,""' )Cap Detention Vault C30 Sta:50+43.29 122 Lt] f'ad Dt50+71 65 3 SDCB C983 2 SDCO C9831 I 2 488:0 r R 353.06 132;qd�_3'' y Vault CB Type 1 6"Cleanout IE(12'SE]in=348.61 N-g22Q$3 N SD-V9B9 T 0 SD VY8S 2 331.00 Atimm Grote, MPT PVC Plug, IE 12'Nw 48,61 61 „E=13,g5 4 330 330 330 - Road D 50+3226 Road D 49l93 s6 330 330 ( ]o0 030 2t LF SDCB-pe9891 SDSP-V9892 a-I C30 Re,d D 50+30.49 37.0'Rt Ri'- S.00r 344.50 Rim 8 L] ��', S 0 Pe CB-i 1 12"Conhol5hu Lure im J4427 MP PVC Plug, IE 6 NE -344.50 IF 6'34].94 .r;o vi : R 12'S SDCB-C9892 CB I I-17.5 Lt] [-36. 4 AM1rum Grate, I I IE 6" ]in- ( SW)our=344.66 ^'� �'m m 0 20' N SDCB-501 Read D 49+83.74162.8'Rt] Rim 344.00 I" 1 ou- w B-T 1 Open Top, R ]" ]in-340.86 0+00 1+00 1+20 BIOCELLS DETAIL a s to SD- P. Scale:1'=20' 737.Ave.N.E.2 +93.61 IE(6"'NSE)In out-30 IE 3 O W IS LF b"Perf 5=0.000 f"NW]out=340.86 SCALE:Horz 1"=30' U .� SDCO-501D I-379'ul IE[1 z'Nw]oDr=aboso SDCB 452 to Cell 983-PROFILE 3 320 6"Cleanout 99 Rim=338.50 320 320 SD.C989 2 320 (3:1)Vert 1"=10' •� O e2 MP i PVC Plug, C38 IEflz'W)out=3 .50 15LF 12"SD S=0.135 0 m2 79fh Ave.N.E.202+81.53 317 317 Q Z LLI 112.4'Rt] ^�"�'. _Q a:� m� J Rim=330.64 M'y m m M LH f _ IF(6"S)in=329.500 U_ 310 310 0+00 1+00 2+00 2+51 .a O SDCO C9831 through SDCB C9893-PROFILE SCALE:Horz 1"=30' N Q 3 n (3:1)Vert 1"=10' J �-Z CL 0+00 1+00 1+68 390 390 Z 3 scALE:Hoa 1"=30' RU05-989 Road D Lot 90 Lot 91 Lot 92 Lot 93 Lot 94 Lot 95 Lot 96 Lot 97 Lot 98 Lot 9 Z SDSP V9892 to Outlet-PROFILE I (3:1)Vert 1"=10' O c 0O Z a %J ,rurl cc -_________ r g o ___- � J c 380 - 380 0. d a 1 5 8 . 41 LF 6S"DS-D99 I=c 5=0069 2:97" LJ LF6D E 72'Outlet6 OD4 SDCO-98 SDCO-99 w 370 - 370- D.95 4o LF 6"Cleanout 6"Cleanout v ^ S.O pqO MPsr St NE1ug. MPT PVC 5 40.28 171,t St NE1ug.5 81A0 g Q SDT PVC 96 4 LF 1112c'Rtl 11120 R+] Q Z 3 PLAN Debris Cage Design Surface SO SAO�09 Rim=382.00 Rim=385.00 3 Q PLAN ebris Cage along Pipe CL lF 6'So IE f6"E]in=375.47 IF Is"WI out=378.30 >n .9S A0 SDCO-95 IE 16"W]out=375.47 L ` - O N Riser To p Rim Top Riser io 360 lF6 SD S.0 MPT PVC PIu SDCO-96 SDCO-97 360 N m ELF 8.0 P 40 g. - LL1 EL=348.0 Rim Top 6"Cleanoof 6"Cleanout p EL=344.0 EL=344.0 50.91 Ott 171It St NE 4+19.60 MPT PVC Plug, MPT PVC Plug, o ~ 0.250' 0.160' 0.250' 401F65D S- Riirn2-976'00 I1112fO5tRNE 4+5959 11]Isi 5f NE 4+99.41 y Q L a _-_G „SO 17 CO1NE1339.18 PT PVC Plug. ORt] yr Ladder/Steps 0.160' IE(6"EI in-369.18 [ ] [12' Ladder/Steps SDCO-9 Rim- 379.00 Rm=380.50 - _ 6"Clean ut IE(6"WI out=369.18 _ _ C Riser b" e 350 Coll 989 SRO M IE(6'WI out-37218 IE(6"WI out=373.93 350 y <� CSo �- 5517 ___ 996___--__- 112.0 Riser C30 I]ls}5r 3+]939 6"Outlet [ R}I Ri =3 Ri 3. O Ou+let 12"Outlet Biocell Elev. ____ A Rim-368.00 Rim=373. V) ~ EL=344.50 Shear r 6"IhI.t Outllet 343,00 _"---- IF(6"EI 365.56 w (n f �g to EL=344.50 EL�4150 Shear 6"Inlet """" 0 SDCO-?, SDCO-92 IE(6"EI in=361.16 a ~ EL=340.50 6"Cleanout 6"Cleanout IE IC WI out=361.16 IE(6"WI ut=365.56 Control structure and - supports: 1z' comrolsm,an,re and 340 soeo-90 _. x 3"o.o9atzo.C.max. SUPPartR: Iz' 6"Cleanopr 340 CALL AT LEAST 2 vault 989 MPT PV'Out 7 st St NE 2+59.z1 Vlst 5t NE 2+99.19 BUSINESS DAYS rifice- It NE c ResMCOrorPla+ewi}h •clofh(S.f rd 3"x0.090E,2'OC.maz •< 12"Galv.or -•Rust-Proof hardware 6 IefIE:D33800% Rim41953.502+1332 IE 6,0i0'ISO R1i'2-E65'00 BEFORE YOU DIG EL-342.50 O fce 1 Rim-E In-353.22 IF Is'E)in=357.70 1-800-424-5555 Q R'Me h Screen- rdware EL-338.50 _ 24" 12"Galy.or ( 1 In d II d office SS Cap Galvan zed)b' Res7rict PI+ fh 24 cloth(SS or St.:114+56.26[26 Rt] IE(6'E]15 343.06 IE(6'WI out=353.22 IF(6 WI out=357.70 D meter 3 shopoll d fce SSC p Galvanzed 6 CONSTRUCTION DRAWING APPROVAL Exposetl D t r=3" ] IE 16"W]out=343.06 SHEET - All Exposed 330 330 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED SECTION THROUGH PIPES C3g PER THE CONDITIONS ON THE TITLE SHEET. CJO of C51 SECTION THROUGH PIPES "^ m '^ LLI 983Control Structure BY' OJ SCALE:1"=3' C989 Control StTUCfUre 0+00 1+00 2+00 3+IJO 4+p0 S+IJO 5+13 DEVELOPMENT SERVICES MANAGER - SCALE '=3' - SDCO 99 to Outlet-PROFILE SCALE:Horz I"�0' DATE: (3:1)Vert 1"=10' THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H Uj a Length&Width per Plan - 172nd St NE ` (Cell 986 min.area=3,600 sf) \/ U 100 Year storm L 189 ° LU 2 F ne Sand w/Compost s of 8 °}8 of 8 °}g O c) s'CI dhi coarse ors of8 Of8 ot8 Lot h J �N sedimentf`lytet-�y,i13h 1.y f.y1 s"7e15 B t h-n So.l rMeda.I1L N 05'Freeboard -- OD n ma n\7' � - a -C Ph 1 QL O 04 Phase 1 _ lif wl7lsrst 2'Gra 112]813] StrSo lsral 100 190Q of9 of9 tlo}9�o19q t9 019 o}9 rot9 s "''f--_L-"'P Lf] ju C gcIO 00$019 m }10 tl Y10 r-a ,;� _ �_ B ore}en}'on Cell to consist 1 1 `J�m �m �1 u 2 Y 10 SP t(10 3D3 011(1�)}10 }10 Y I 1 P f l I t 1 I 1 I l Y 1 I t 11 I l l of 11 Q f mete to Cell materials, R T terals specified mw 23 60nderdranl'I Prof le L 8 n n rials, alb 61 ,s.; �J w SDC 986 SD d SD3 Ol( ) 'i C3g for undertlra n slope and Typ COI Section Detail 6•- leanout connected sfruc}ures) Su am of t l as scarif etl to a I depth of nt least I-it prior to gravel Tract 997 °}3 014 ".' o _ -- r _ i e_ 5 -C9 1 placement Do not smear surface. SDCO-2 DCO SDC of b 6"- 3 }13 13 _ 3 t 1 as J 86 Ce11986 kl 6 Cleano --_I out b- 6- rr - SCALE: SDC 12 9 13 t 12 }12 Pt 12 F jt 12 I t 12 b L < SDCO-3a n ou -- o If �pf 12pb }12 f to }12 }11 Ot I1 W 3 6"-Cie snout -- 'I O QG SDCO-3 soco-4 SDCO-6 SDCO.B socoao 7 q 6•'Cleanout 6"-Cleanout6 Cleanouf 6"-Cleanout 6'-Cleanout 3 uncut r ,, � �---- 6"-Cleanout �� _ ��- _-- R-dC I = O 0 STORMWATER KEY a U - '- -- �I}14�rf 14 r174 }14� f74 bt 14-'bt �� I� 6 QU' 6" a --• 0 100' S Scale:1"=100' an RU05 986 Road A ,��,�-of w s0s?�;. 410 Ro d A I RU05-98 410 [10 Ce11986 10 Ce11986 Exrac9tc i,re Design Surta a along P'Pa CL 86 b/a.7V ripe CL Design Surface along Pipe CL rf sd�9S it reo/an9 PPe CL SD 632 �`g51E5� ?sv. 400 86- �2. - _-...... -_._ __ _- eia400 no V -400 l 00 tat Fes ENS tONAL Des 9n S rtacd __ - I C3 1 28 LF 12"SD .. along Pi eCL -_ --_-- -_ --f 1(A P181fA(T)__- -__ _. --- __.= 0311612026 ----- F-t --- ___ 5=0019 Man P" _ _ _Bocell Elev. C31 _ ___' ________ E -___ _ 86 -_ I a _ S9.C9861 1 _____ , Biocell Elev. I' . _______ ---- ------Biocell Flev. --��1 --- - --- --- PadR SDCB-631 SDCB-632 WI;,'. - -- 8locell Elev.. _ 89 LF 6 Outlet CB-Typ,-1 CB-Type-I 1111" 390 eoeell Hey �i ]rIIl 611_IIS sD-e 67 t(1)(7)--_ _____ ____ _ ____ _-__ _- 390 19 sD-F _ 90 SD- 1(1) 55 LF 6"Perf 5=0.005 C3a Outlet IE:399.45 S}a:32+76.99 113 Rt] -*----- ------ SD 861 __ 4 LF 6"PeA 5=0.005 32 LF 12"Sp 51LF erfS=0.012 V8 85 v N 5=0.004 q m 380 a sP-4ot 7 380 mr Me pipe an E56.4Cleanout 1+00 0+00 m z z z z- Atimm Grate. Sold Lid, Solidian Solid Lid,pipe Solid t-pope S2'St 1 i ) p 24) MPT PVC Plug, w>< ..O O O O SDCB-455 SDCB-C9862 SD P-401(119) SDSP-401(120) SDSP-401(121) SDSP-401(122) SD (23 SD ( SCALE:Horz 1"=30' U w='`-`--m Lid, id, Road B 32+76.95 CB 831 TO CELL-PROFILE p w< ��N CB-Typc-I 48"Type 2 12'Stantl 12'St dpipe 12"St d 12"Stand 12'Stand Ipe 12"Stand ipe �R}] (3:1]Vert 1"=10' w��Q w w w w lid Lid. Solid Lid, r1 0 0 0 s o:Q Rim=d01.00 Roatl A 1]+28.00 1 d B 32+51.78 Road B 32+5425 Road B 32+57.45 Road B 32+60.20 Road B 32+6656 Road B 32+71.23 IE(6"W)out=397.33 ]-44.1'Lt] ]71 2'Rt] ]669.5'Rt] [609.3'Rt] ]5542'Rt] ]409.4'Rt] [320.5'Rt] 370 4- - .ti- - -93-e� ,r-ysssrsas,� timr-yee-aa 370 3 IE 16"E)In=38450 IE("E)in=387.0 IE(6"E)in=388.00 IF(6"E)in=389.50 IE(6"E)in=390.75 IE(6"E)in=394.00 IF(6•'E)In=39600 ran 366 IE]12"W)out=384.50 IE$-W)out=38.12 IE(6"WI out=387.22 IE(6"WI out=388.30 IE(6"W)out=389.78 IE(6"W)out=391.48 IE(6•W)out=394.45 366 W ns W 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+60 _ sl a SDCO-331 to SDCB-203-PROFILE SCALE:Hoa 1=ao' 180°• } a z W N (3:1)Vert 1"=10' 12•'Outlet U 3 Pleta) 0 3 0 RU05-989 __rLot 9 Lot 10 05-978 Lot 1 Lot 14 Lot 2 OS-979 Lo}3 o Lot 5 Lot 6 Lot Lot 8 Lo} 5 Lot 390 CL <z v) -Soz � - 0 a LL- 33 aF 6'SD S=o.00s --- PLAN O SD-1 U 10 LF 6"SD 5=0.005 Debris Cag � c�n W SD-15 SD-!6 •- Z CL 38 --- 19LF-,c5D d LFb"SU-S�. r 'cr6-i-wBB` 80 J L Q Riser Top y - EL=389.50 ELRi389.50 p SD41 zO Z 39 LF 6'SD S=0.005 0 370 40 LF 6"SD S=0005 a W SD-9 Ladder/Steps ~ o- SDC -14 SDCO-15 SDI 16 Z -g 40 LF 6"SD 5=0.005 6'PC CPlug, M Cleanout 6"Cleanout LL1 3 PT PVC Plug, MPT PVC Plug. Riser 36 _Road 18+89.16-Roatl A 19+28.71 Road A 19+6886 60 Ri r W - --- -- --- - I ]II1. Rt] ]1122'Rt] ]111]'4. 12"Outlet 0�I� Design Surface along Pipe CL SU 7 Ei 6 4.02 RIm=385.68 Rim=384.64 Outlet LJ 40-Lf S SD 5=0.005 ( )In=380.30 IF(6"S)In=380.50 IE(6"N)out=380.70 EL=384.50 Shear � 6"Inlet g Q SD-6 IE(6" )out=380.30 IF(6"N)out=380.50 ~ ate EL=384.50 w 40 LF b'�S S-0.005 Conirol5hu Supported: 24" Z 3 S Q E -'� o9a 35 _ypb-- sD-5 ,_ 3'k0 ',2'O.C.max � C CC 1989 42 LF 6"SD S= MPT Plug, MPT PVCPlug, MPTOPVC Plu MPT PVC Plug, MPT PVC Plug, MPT PVC Plu M CO-13 5� Orifice 0 L SD-3 59 Lf 6"SD S=0.009 �r g' PT g. 86.02 Road VC Plug. EL=38250 I •C all or cloth rSS ohardware O al W ('Ig3 23 LF 6"SD Roatl D 52 93.90 Road D 53 34 14 Road D I3+74.05 Food D iq+13.46 �914 R'3 45 5 Roatl C 1 I8+ C 33 64 50 Rshonp tlnl�l'e orOfcs 24 P (zed)6' m W t. SD-3a- 5=0.009 - --_ - _ Ri 7o006402 RE6 E74rn368.65 RE 6 E8.037205 IEmb E820375.59 IF 6 E820375 5 REmb W6l1}375.80 RE26 S845,5 ] t - GP se Screen 4 -- -- - SDCO-a S P= D Ex tl _ --� - - ___ _ _ -- -- nout sfi� c bD ClOeono�6D ClOeanou} 6D COleanouf 6DCO-7 IE Ib" )ou1=360.83 IF 16 _ )n ) )n ou ( )'n 380.10 All N c 34 t - ti -- 62 F6'-5 5 MPT PVC Plug, MPT PVC Plug- MPT PVC Plug. MPT PVC Plug, MPTCPVCo t I W ( )out-364.22 IE(6"W)out=368.85 IE 16"W)out-372.24 IE 16 S)in=380 0 IF(6 NI out=380.10 C39 N yE __ �_ - 1�rs-wrou= -_- 40 SECTION THROUGH PIPES o C N V9t1/;'9$9.Pro Cd 7,700�f,9-ff �� Road D 51+03.41 Road D 51+31.91 Road D 51+7382 Road D 52+14.02 Road D 52 53.73 �C986 Control StructureContro Structure De¢II OCt daa V.ti t• [112.2'Rt] ]104.8'Rt] ]105.2'Rt] [105.0'Rt] [104.9'Rt] �L SCALE:I"=3' ---- O Rim=354.00 Rim=35550 Rim=35900 Rim=36200 Rim=366. w H SDCO-1 SDCO-2 IF(6"E)in=348 42 IE(6"E)in=349.97 IF(6"E)in=353.53- IE(6!'E)In=356.46 IF(6"E)in 60. Q 1n 3LEAS 2 3 pPV�P t ; u''} SDCO-3a IF 16"W)out=34].39 IE(6"W)out=348.96 IE 16"W)out .IS IE Ib•'W)out=35.73 IE Ib"W)0 1=35666 30 _____ SIDRoatl D 50+46.19 Road D 50+75.55 6"Cleanout 12 LF 6"SD S=0.006 [101.4'Rt] [1002'Rt] MPT PVC PIu CALL E SDAYS Rim= Rt] Rim=352.50 RoadD50+9.84 BUSINESS DAYS c IEI6"SE]in=338. IE]6'SE)in=343.04 ]119.BRt] BEFORE YOU DIG 4 IE I6'N)out=338.4 IE(6"N WI out=338.86 IF(6'1)1-4 8 1-800 424-5555 c 32 IF(6"NWI ou 343.25 20 CONSTRUCTION DRAWING APPROVAL SHEET THIS PLAN SHEEr HAS BEEN REVIEWED AND APPROVED C'j 1 at C51 M n m PER THE CONDITIONS ON THE TITLE SHEET. J > 7+58 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 ey: 22x34 DEVELOPMENT SERVICES MANAGER c SDCO 12 TO VAULT 989-PROFILE SCALE:Hoa 1'=301 (3:1)Vert 1"=19 DATE: THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H W_ CJ g N na�� a ) •r--aer -rra �+8 s--a'*r: = i O oho n 39.4 Z Q3Kv -I --a C'O W 0.°)r�i ....,: co n___ \ 3,IWsfx7Jideep II-V ( I CID 1 B-TYPCL-I ---fl ---- I Detention Vault-- Phase 1 RUoS 993 I z V LQI 63 Lot 62 Lo}61 Let 60 Lot 59 tnf58 R i li I 180-6 5.882 If 06. - 3,600 sf 3,600 If 3.600 sf 3,b0�s�f 3,600 sf 3.600, I tj !I I I I s RVj�H ST B N v 1 I III»`\ Floor Elevation=390.ft Internal height=7- I = ce- e-I so i s-e+ s -.sD-s I ceafx Top of Storage=397.89 44 O - CDo I O z ... I i I I o 0 SD-714 I = O n \\ 1 IE C12'SD)=390.89 1 �0 otJ / " II `l S'6000Sf of 108 Lot 109 L 1 110 LOt 111 / \ 0 L£ -4,019 sf l 8 3,6 SD-58 - 3,6W sf 3,6W f 6 sf LOt 1 Y2 LOt 113 Loi I1 3,6 0 Lof I16 Lot 117 T slxo-n I \1 Jr_ 1 _IE 29 �{Rq pn 3,600 sf Y 724 4 F Det r�TofRh f 3,61 sf 3,644 s! 3,644 sf 3,610 sf 3,6W sf 3,8W If 6 I 3,600 sf I I Lo I 'R) - 0 -'20' 40, {i,�,oF wns�tloTF�, Scale:1"=20' - - 2 3,600 sf u I 12 Lot 127 - I a"Ll1eanou 12'P�&61StONAL�G Lot 126 Lot 125 / Lof S4 w .12 3,600 sf 3,bW s! Lot 124 Lot 123 Lot 1223,600 If li v yo, 03/16/2026 / 3,600 sf 3,600 sf 3,610 If Ipt 31 Of 12 nlkl�'�9f Lat 11 � 8'S3,6420, 642 sf 3615 sf 4,050 sf 1 ^ 404 1 Y ~ spce-47 ST B / SS11 z@ , 1 Lot S3ean ---- ----- - _c�ye Pa - o Road - v of slePn uf1 U I so �6T7T''� E 3,600 sf \ U N -L _ems I � 1 o�3.86 Lot 137 L�1 138 Lot 139 _cB TY - vK Dce- s 406 o I/ 3,6W sf {3,6W sf Lof 140 Lot 41 Lo1142 / L 1��ean ut r- A w r I/ 3,6W sf Lot 1 1 •. B-1vP O 5 m "iv o5 v 3,600 sf 3,6 sf Lof 144 Lot 145 J r]m SDCO-f SDC 7 I 9 3,600 sf 3,60 s Lof 146 LOt 147 \ ( 3,600 d IP\I.. " out 1 3,6W sf Lo 149 ,L I - _ ^ ~W 6W 30613�$ 9 O � �\b UuZ 0000 ✓ leano r anoa / L,''LfEf 50 L f 151 a�ouf52 Lof 53 Lo lean ur U 3,;;n�n�n n m sf o 3,600 sf S sf 3�38 sf 31638 sf 3,621 s4 13�W sf 3,9317 - S 1140 WE 3 3,600 / I _ t I �,C p d U t)t)tt��Q i� _1 6••-C ea uT-- - - no 149' __ / --�an / 3,600 If m `Z° E .�. nbC.1153 n 4 Cel40 g N = 11 II Sf Y w aia SM - 7 1 I_--_- BDCB-e1- 4HGa=el Ph, seoG 6 ileanou ( G 1B 3,600 Sfean Ali \ In 80.it sate-dxx I Biorete-CeII 50 8isf I 11 1 II 11 1 B msmsaod II Barefeo--111l2.Mn.f .rr 2-Gravel I 1 I Sit BSM ¢B-i �. dD' 4,00554Clear 1 Z S,G-L 9 �A a LO 4F505 4,050at 7f Lo Y 0 Lot 169' of 168 s 0 Grovel o' L -3,600 Sf 1 1 rn 1 Is\ 1 36W If 3,600 sf 3600 If Lot 1b7 PLot l66 SDCO d I _ b /^ < H 1' 3,676 If ILoi 165 6 Cle 15�f y I _ U 3 Z � ( / qp 9 11 EST IN C 3,6W sf 3,7�2 sf LOt 164 I I _ III: q0 1 Lof 155 } - \ I t of t63 �`l SO ST BASTt� 4,00ssf o 9£ Lo14�/can o 1 _4i fil LU 3,600 If ✓ 0 lean /39I1 sf H. 1 ui 3 Q' 3 Sfan Ip spc / - "CIepP1 i IT t H LOt 4�l� T[ 0 O BT i Of 161 \ 1 / 3,600 sf V 911 sf iB00•HItr e` _ / I r"' N �+Sv z 1 I I o f Dco-1sr Id. \ --I t s`I \ 1 I I °v o z / o_z ro cleanaa cw� CI f / C 9R I ' xx., x no \ _ a•-aea oo li I J -z f) 4, 4 sf I v I Lof 160 Lo}15 Lot 15 Lof 45 1 Q W 1 7 Lot 19\ 5 -x '� _ 4,548 I o1159 3,943 sf \ \ 1 16 L}20 P e�f 22 3 601 sf 36}24 I I 742 If 943 sf 4,440 s /II p I of a� ( w \ Lo}z16' ou 6"Cled t Clea 6"CI of ) 4107 sf n1 4,�44 sf 4,67 sf L ] / > Z ISDC 99n.. dD0-V99 1 3.840�f L f23 Lo B� ) // /� ---_- I (1 �ry N CBl I Ina'•-ypB2 1 3,�12sf P Lo}/25 O i 601 If ~ S v997 __ " �____L �__i ✓_/___I L____I 3,658 sf J.o128 -� t 9 ��I _rd _ LSf 44 ' II O O }jz `I 3 I( p - ,n 3.b00 sf 3,824 sf Lo 29 �` - T''` 3,947 sf r \ I 3 r 1 Detention Chamber / - -_1_ / 4,093 sf \ T 1 ) ,a2anx9n Deep a)orzacoi-0zo-oo / l __ ____ soeo Lot 43 �. � Z 1,tste{PladnedNe�g6bodhood taros i4Are.Me !� s'- of .B I I• 3,966 If A �T i E u 1/Re�id�npat Ultra>f�olb Cap 'ty(ldtlL� \, �� (ti / ) �'--. /1,991 sf i -� _\ 9 99 ,F,t ✓,2 CL Z j/8 II 3,991 sf I �Lo1341 � I Lo135 4,190 s1� of 37 vy s I � L1..1 / I 1i 3,769 st 4,190 sf 1 Lot 38 +Ce A+ 3 STORMWATER MANAGEMENT PLAN-SOUTHWEST,NORTHEAST&SOUTH 1; III S BA 3,7W sf I i CD seaae4lil t a0719 - � � I O o Q _ I N Full Dispersion Q c38 Level Spreader + / I_ Lot 40 1 -414 > n Z IfYP) SDCB-E- `� 3,676 If . - AQUIFER RECHARGE/ /. �\\ /�-V ; O n' `- p I W WELL HEAD PROTECTION / / ; , 7113.950f 1 Q Low,Over 100 / V {_{��_��O� oy / Lot42 � t I\ i C7 Qi P �( J/ �,489 sf , 11 1� L t M A\0 1 \ SOILS O Tokul Gravelly Medial Loam; x Hydrologic Soil Group:B .e. ` McKenna Gravelly Silt Loam 1 1 , "�`7 a /�( J, V) Hydrologic Soil Group:D Compact Fill Area to 95%Modified Proctor F ,` p$ er , A PI'�' O I� f / CONSTRUCTION DRAWING APPROVAL SHEEP CALL AT LEAST 2 li '\ 1 I i - l I THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED 1 1 BUSINESS DAYS T cP,999 s I I ( I/'o PER THE CONDITIONS ON THE TITLE SHEET. C32 of C51 BEFORE YOU DIG LL '/ zz a4 BY: 0 60' 120' ® DEVELOPMENT SERVICES MANAGER 1 800 424 5555 26-0104 Scale:1"=60' DATE. THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H - SDCB.711 W Phase 1 SDCO 61 SDC -60 ce-rype-1 c Length&Width per Plan of b of b" o�� t 6 of 5 of 5 Structure Table Pipe Table - I�(Roadside cell min.area=XXXXsf) 'C 1 SDC 2 LL N im4219103]0 sediment Nl 100Ye Sstorm ,� DC B ¢out E=1326777,5 Pi Name Detail Outlet IE:408.40 2, 2"Fine Sand w/Compost 6-C nou aDOC¢ DCB pet O Z(`') StructureName Sfruc}ure Details Pip. N C nowt N trip. _ _ J MS CI a 43 SD-43 22 LF 4"SD5=o.005 N=421911.5 CI ter arse 410 410 _ _ C O]14a CBCTBpe-1 P I� Pi PVC Plug E-1326799.0 x SDCB'6� I_ SOCBr6 \\\ \ - �' fll n• O_ N ( )o SID 19 LF 4"SD S-0.005 N-421963.8 12 n 1 V 0 o J,." --- - - 9n g 7 33 _ & 6 � Q P IE 4 ut fD8.50 0 V 3.1 0.5 F b d IV 6 Outlet IE:408.30 I -I- _ 7 3 soco m Rm 41ozs u o- ,v LO N 4219606 E 1326815.2 0 0 T-I- -Clean t C 4 Cleanout E 1326796.E I--I�179 // �Ky't�, Desl Surface alon P CL °- t 1 }I 1 1 I1 11 I t -610 /\ .>°'�1 `Y-✓\ '15 Bo 1 f S IM d 1 "d��'� V I MPi PVC Plug =� t II fY ..`F� d o Lit=408.40 Outlet IE 408.2E b - s 400 -- 400 O IE(4') SD-45 17LF4 SDS-0.006 N-422021.2 i�//\// 6 v,°d..+ _- _ v.3980 0-55 anou W �M Rm=410.25 E=1326821.2 ��\\�\\�\\�\\/\\\ 0 ve 2&3 Natve or EI - r��r� � C ' 45 -422015.1 %///////////// Stnictural F/9J'"4 c.: - ,>is O_ - B I 0-56 4"Cleanout N L�,\�/ 100 -.___" __-Q o N Cle MP PVC PIu _ 6"Underdrain See Profile Sob p 8LF 6'Perf S5 Oallet Ill:407.90 �, o/ngPipe CL E-13268(14.2 / / ! _ 402 CO-54 OD Q g IE(4')ou1=408.35 SD-46 19 LF 4"SDS-0.005 N-422064.0 _ \\/\\/\\/\\/ �,yl.�ciJ✓fie"$1( �',,/-l.hi,.. \� C38 ��od04 Q � E-1326822.2 - \// \// 'Y Blf materials Cell to ConSiSf I 3 Rim=410.25 of materials specified in SDCO-714a I SDCB-714 12 r I t 12 SDCO-46 Outlet IE.407.25 Locking Frame&Cover 23 ( eiaretenilon Cell Materials, 390 6"Cleanout CB-Type-I 390 Z N=422004. for underdm in slope and I 4"Cleanout SD-47 19 LF 4"SD 5=0.005 N=422104.0 Rim Top EL=398.4 connected structures) Typical Section Detail g. MP PVC PW E-1326804.8 E=1326822.E PLAN C38 res) MPT PVC Plug, g IE I4Iou1=408.00 17 1st St NE 15+36 23 1 a SDCo 5 Outlet IE:406.40 49 Subgrade to be scarfed to a [18 5 Lt] I 404 n J R m=409.50 - depth of 1111,111 1 prior to gravel R m 398.61 soco 47 sD-4a 8LF4"SD5=0.005 N=42z141.6 Roadside Cell N 422095.3 C'71 placement Do not smear surface IE I EI out=395.25 I. 404- 4 Cleanout E 1326805.2 E=1326822.9 Riser Top SCALE:I"=4' MPT PVC Plug EL=396.89 ,•- y ; g E 4"out=407.35 Ladder/Steps 380 380 I ) Outlet 22180.E O SD-49 18 LF 4"SDS=0.005 N=422180.E 14 }IS otl f15 ofI 3, SDCO-not O SDCO-48 Rim=408.50 E=13268217 1.1"Orifice rim I `°" `°•' 0 r O N=422135.3 I O 4"Cleanout BEI=395.86 J'; SDCO.S E=1326805.E Outlet IE:405.00 17'lnlet 0+00 1+00 1+30 p =' O MPT PVC Plug ` is IE(4)out=406.50 $D-50 18 LF 4"$D$-0.014 N=422221.0 EL=394.91' Q V i Control E=1326823.8 Orifice SCALE:Horz 1"=30' B _9 0 F 3 Rim=4ozso struatoreond Roadside Cell-PROFILE 1 (3:1)Vert T'=10' SDCO-49 Diameter: N=422175.3 Outlet It:403.87 Elev:394.84' 16 SUPPorts 1 K no 1 Z Q 4"Cleanout 0 E=1326806.0 SD-51 18 LF 4"SD Sb.007 N=422259.4 I MPT PVC Plug Riser 6� SDCO-B P - IE(4')out=405.80 E=1326824.2 I A0B u 3 Rim=407.00 OUNe1It:40240 12'Outlet I Lot 155 �o F u 'Cleanout CO-50 N=422215.3 SD-52 19 LF 4'SD5=0.005 N=422300.3 Outlet 12"Inlet I SDCO 7 MP PVC Plug IE E-132=405.2s E=1326825.0 EL=390.89' Shear to EL=390.86' I _ n u {�-�Eor w4sS. 0", Outlet IE:401.35 24' gO 410 410 1 8 -4 y i Rim=406.0o sD-s3 19 LF 4!'SD 5=o.00e N=422342.s Lot 63 Lot 62 of 61 Lot 60 Lot 59 Lot 58 SDCO-51 E=1326825.0 RU05-987 1 I ' =422255.3 Orifice o}1 L 1 15 of 1 6 rra�tt 45 4"Cleanout }"Mesh Screen: I I I I I I IS SEGO-4 o E'-1 ut=fD.8 Outlet IE:400.33 EL=388.89' Rust-Proof hardware I "MPT PVC Plug I IE(4")oui=404.00 SD-54 18 LF 4"SDS=0.009 N=422380.E shop dlil Plate with cloth(SS or Design Surface of ng Pipe CL SD-714 E=1326825.5 shop drilled orifice 24" Galvanized)6" Rim=405.00 Diameter-1.14" 54 pose 400 _ 400 I -Cie n S NAL SDCO-52 - E.posed - N=422295.3 Outlet IE:399.00 ------ ------ ------------- -- 4"Cleanout __ ___ SE"63----- SD 2 --- E=13268(17.2 SD-55 19 LF 4"SDS 7.027 N=4224221 ": ___ SD-61 SD-60------- _ _ MPT PVC Plug ----SP 59----- - -St275±83.87 II-37 Lf] 1 - 0.3�1(✓202( IE(dyovt=402s0 E=1326825.8 SECTION THROUGH PIPES e 41 LF 6"sD 5-o.00s 40 LF s's s-o.00s 40 LF 6' Proposed 3,7tXYsf,- - 5 w u�o to ExirJhg Jr c SD 5=0.005 40 LF 6"SD 5=0.005 37 LF 6"SD 5=0.005 Q SDCO-53 Rim-404,00 Outlet IE:SKIS CB713 Control Structure 390 0 7hDeep I 4"Cleanout / 6P Clean an ut 6"Cleanout 6 1 pf3 Lof 4j}037 DCB-BOl N-422335.3 SD-56 19 LF 4"SDS 0.013 N=422462.0 SCALE:I'-3' Detention Vault I MP PVC PW E=1326807.E E=1326826.4 I I Dco-se - Q 390 i t 3a h B-Tvpe-1 g IE 4out=401.50 SDCO-63 SDCO-60 SDCO-59 S Outlet IE:397.60 6'Cleanout 6" leanout 6"Cle "Cleanout 10 LF 6"SD 5=0.5% I "\ Rim=403.50 SD-57 17 LF 4"SD 5=0.023 N=422494.2 MPT PVC Plug, MPT PVC Plug, MP PVC Plug, MPT PVC Plug, MPT PVC Plug, MPT PVC Plug, Outlet IE:396.29 I I SDCO-54 E=1326826.6 171st Si NE 13+32.03 I71s1 St NE 13+72.73 171 tSt NE 14+13.01 171 st St NE 14+53.08 171 st St NE 14+9.96 171 st St NE 15+30.20 Sta:15+39.75 36 Lt 4"Cleanout N=422375.3 [ ] I B-Typ U E=13268(1 [-34.0'Lfl [-34.2'Ltl (-3.2'Lfl [-34.2'Lt] [-34.3'Lt] [-34.2'Ltl I t 40 SD MPi PVC Plug Rim=400.81 Rim=400.59 Ri =400.20 Rim=399.97 Rim=399.76 Rim=399.5E IE(4)out=400.50 IE 6"E out=397.33 IE(6'W)tn=397.13 IE W in=396.93 IE(6"W 396.73 IE(6'W in=396.3 IE e'W tn=396.34 SDCB-713 I I v a_ 141 Rim=402.50 IE I6"EI out=397.13 IE("EI out=396.93 IE(6"El out=396.73 IE(6"El out=396.3 IE I6"EI out=396.34 n "CO-55 14 22415.3 380 - 380 I 0 100' w m g Q 4°clea Plug E=1326808.4 i STORMWATER KEY J o m ^z M v MPT PVC Plug IE(4)out=399.50 I Scale:1"=100' w u 0000 U3w�Hti�� »»m SDCO-56 Rim=402.00 0+00 1+00 2+00 12+97 a U it Q 4'Cleanout N=422455.3 oia I E=1326808.8 SDCO 63 to Vault-PROFILE SCALE:Herz 1-30' MPT PVC Plug IE(4")out=399.00 (3:1)Vr 1"=10' I 3 SDCO-57 Rim=40I.00 I I 2 N=422493.9 4"Cleanout 410 410 41 10 W MPr PVC Plug E=1326a09.1 171st St.NE R 05-987 W 172nd SG RUOS-87 � I 1st t. RUOS � IE(4")ou}=398.00 I I I I I I I 988 (0 a� £ ; �� Q Design Surface along Pipe CL rl I I rn r Design Surface clan Pi e cL I I o � --- -- op El v. 9. _ E/gJ rI 400 Ir _. " .O f LE lgS�ce 45 LF 12"SD Sb.005 26 LF 12"SD - -�]Of105Cd 3,/OO Sf,7ff Deep uo�e 'ath O o/n along PPe CC _ 5-0-019 OpCRTOp DetC11G0-➢_VAiltt gPpe CL � Q Z } iSSP-170 Bottom Elev.390.9 -- --' 106 LF 12 SDS 0.005 Q L Crossing Wafer 90°, ui O N 390 390 39 -- 4 �e=7t3- 90 _ C) LU SDCB-b SDCB-652 CB Type-I Id grate SD-51 SD-715 �+N J CB-Type I CB-Type-I 172nd St.NE 128+43.22 4 LF 12"SD 5=-23.6% SO-Fxl 53 LF 12"SD 5=4.7% ` 7C) cro 11 (151.8'Rtl Ou Ill:397.90 Inlet IE:39].50 cv'^ O R' 399,10 30ZF12"505=1.45 � r�of Sic 128+g3.24[I47 Rt] Sta:15+87.24[35 Rtl -2 IE 112'S)in=39638 01#WIE.389.88 I J O � IE(12"W)In=39688 S&,129.2763123R SDCB-713 713 "'w IL s IE 12"N out=396.88 SDCB-711 �n��T„e� SDCB-]14 714 z° 380 N 380 38 CB Type-1 srd rate sortl utl, c8 Tvpe-1 .18U - w n 172nd St.NE 12+98.06 CB Type-I SOIid Lid 171 st St NE IS+83.7 Atirum Grate, O Z 172nd St.NE 128+86.40 �n [22.8'Rtl [-36.5'Ltl 171s1 St NE IS+8384 22.3'Rr PLAN IE(12 ) I I Rim=398.4E [-18- 8. O Z O+QQ 1+OQ 2+QO 3+QO 3+17 IE(I Z W)In=39.30 Rim2S li0 IE(t2"5)in=394.9 Rim=398.13 R IE(12'W)In=39 80 IE(12"S i in 39 3E IE(17 W)in=390.6 IE(12"S)1n=395.00 Debris Cage O Z SDCB-654 to Outlet-PROFILE SCALE:Horz 7"=30' IE(12"El out=3 0.30 IE W)In=390.3E 6"W)in=395.00 a Q (3:1)Ved V 10' 37 _ 70 Riser Top EL=398.5 J o 36 SD -71 LF 12"SDS 0005 S 174 = �T34r0� 67 Rim Top EL 98.5 E Ladder/Steps L U 0 2+33 2+00 1+00 0+00 e tz' 8 W VAULT 987 TO OUTLET-PROFILE SCALE:Horz 1"=30' Riser a (3:1)Vert 1"=10' •12"Outlet 3 Q o3 420 420 Shear N 6 Lot 40 I Road A I RUOS-988 EL6395.0 . gd EOLI-395.0 O A l M 24 Cordol Structure and Supports: C U Eat lVrg,fu lace a+ L g p --- F Rust-ProofMhard(rware p 24° Resh'tlBEL=3 O.C.man. /on H eC[ Desi¢Soda 090 n 3'k0 9 oe-along ape L1______ ________ e o ^r es EL=393.0 � N L1J 410 _-- 410 1z'Galy.or ~ cloth SS or° actor to with Q Galvanized)6 SS Ca shop d orifice fn 28 LF 12"5D Exposed Diameter=XXX' S=00o5 All ` < SECTION THROUGH PIPES C39 400 SDCB-801 SD-801 400 l! l n� C714 Control Structure N 0 CB Type-1 std grate CB Type-I srd grte 21 a LF 17 5D S 2.7% / IVY $GALE:1"=i3 ---- Road A 30+0]25 Road A 30+14.11 OUNet IE:407. V) [10.9'Rt] [-153 Lt] Sta:30+14J 1 16 Ltl Rim=410.10 Rim=409.82 % IE p 2'NE)out=408 06 1E(12 SW)in=407.92 Q IE 172"NE)out=407.92 390 390 388 3$g CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 HIS PPERSHEET HE CONDITIONS ON HE TIT ED APPROVED C33 of C51 BUSINESS DAYS �` BEFORE YOU DIG 0+00 1+00 +26 By. DEVELOPMENT SERVICES MANAGER 22x34 1-800-424-5555 SDCB-802 to Outlet-PROFILE SCALE:It 1'=0' DATE: THIS APPROVAL VALID FOR 18 MONTHS 26-0104 A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. urH Lot BAST I �/ y Lot 143 Lot Lot Length B W dfh Per Plan Lot 144 Lot 146 Lof 147 so WE$ $IN rn t. W of 148 (Cell 984a mn.area 4,080 sf1�1 Lo1149 L i ILO Lot 151 Lot 152 Lo1153 obpb 4t• r 0 ear storm SD -145 SDGO-1 SDCO-1 DLO-14 p a M Fne Sand w/Compost f 6"-Cleal CleanLot; LLIUlf'CI hp,I T'Oufler se\ 1TIf 3:1ex - - - L 1 % -T a-I SDCOleanout 6"-leanou 6"-leanouf SDCOe153u CBjlyy M Z N Freeboard - 158�'f` -, te. V . a05 „4 i Lot, O �< //\ �. x c .. Z NQo� �" I s e t r S 1 M d 11] Lot 154 I Q 3 04 6'-ceanau 4oa c LO i b santl �� V PLAN Nor-or �.. � O Bh Debris Cag - - y��j �j 2 G [21&13] Sells100 Lot 166 Lot 165 Llean u G M B o ate tlon-Cell to consist I Lot 164 6 Cleanou of - Lot 155 (p� Riser Top 1 tit �k� .g -161 406 Lot, OD Q Rmi \ \ fi 1Sti{�a+s of materials specified in of 163 EL 4030 EL=4030 23 /t \\T S \ - �� / Biorefenflon Cell Materials, ,Lle I Q BD a38 forunderdrain slope and Typical Section Defail Lof 162 SDCO.1 Ob 3 0.25' connected structures] Subgrade to be scarifietl fo a ' S P- 0 _ - z 0.125' depth of at least I-it pd.,to gravel 2"-Stan iP Let 4 Cell 984a placement.Do net smear sortoae. -w of 161SD 9 - :I"=4' -- �$ r S C -157 J Ladder/Steps SCALE O4U - an ut 12' e 3 Lot 15 Lot 15 - Lot <�'3 w Lot I60 1157 lr�. -�Q Riser 0 \ 01159 O 60 1T DOW Outlet o.y / �^-�CD`- LLO EL=398 0 Shear 6"Inlet LOf 27 Lot 28 \4" \ \ y C mete EL=398.0 _ �. - 3 LOf 44 0tI" _)� O Lot 9 ` (' Control Structure and 12" \ - �410 0+ 0`�1 F 3 Sapp .C.r 3'k0.090,2 O.C. Of 30 W i z orifid .•}"Mesh Screen: _ �\ -JVUIf1 D/iJIIV Rustclot Proof nardwa.e STORMWATER KEY 0 60' i Rshop for Plate with 12, I2"Cap or,. cloth(SS or F shop drilled orifice SS Cap Galvanized)6" Diameter=0J5' ": Exposed Scale:I' 60 RS 0 ` Lot 51 Lot 152 Lot 153 ,,� oFw A st„cT�� SECTION THROUGH PIPES i l(o Ce11984a 41 De�gnsarfaoenng�,rooe 0 SCALE:1"=3' �o/on9PPeCL '---' - D,on9 PPe CL LLL 17 LF 6"SD n � ' 6'Cleanout SD-152 SD-153 'eSS/ONALENG' I 40 I SDco-15z 6 Clea5a 00 0311612026 6"Clean out b"Cleanouf Z026 MPT PVC Plug, MPT PVC Plug, Road B 35+04.60 Road B 35+04.52 [127.8'Rr] [87.8 Rt] Rim=405.25 Rim=405.25 IE(6"E)in=403.87 IE(6"m our=404.07 39 I IE(6"W)out=403.87 90 nd ^v ' N 422164.8 / II\ 1+23 1+T O 0 E12642Cell SDCO 1531TO 151-PROFILE SCALa+0-03 0'311 70 Z 1 1:)Vert 1"=10' �O`� ZZZZr N4221335 42 I 20 UW 3�A000m 0 Y'< w w aww � -' - - --2 5 �.. Lot Lot 151 i RU05984 > o_Uoo��o:a 149 1 M-422115.6 RUOS 984 Lot 145 265606 Cell 984a Lo 146 I Lot 147 Lot 148 I 3 J -�. a 41 410 41 ------ I xGhh Su o oon Prpe C 10 n D Surface along Pi CL Design Surface - Q w EHr gS cea/ongPrpe CL gn g Pe long Pipe GL I = Z t__ O ,LL, ,LL LL _ 43 LF�'$2 S DD0.` IF,5 Sa S=0.O w Lot 164 d., �SD-fi ----- Nag LL ___ �_ _________ _�9-Lf -' e.005- -Jg lF 0.005- SD-149 SD-150 - SO-622 rn F 7 J S 14] SD-148 20 LF 6"SD S=2.9% 132 LF 12"SD S=1.5% Cross ii Lot 163 E,�..6 4 40 400 40 .-g05-2i5-�ulfellEa 40T 00 3 O = '-' St.35+04.63[145 Fit Sta:35+26.32[I45 'z H =422064.) SD 45 SDCO.145 SDCO.14 SDCO-147 SDCO-148 SDCO-149 SDCO-150 SDCO-151 SDCB 622 SID 342SM 643e66. 35 F 6"SD S=0.5% 6"Cleanoutg 6"Clean g g g a MPT PVC M Cleanout CB Ty a-1 s d gra CB Type- MPT s}tl t O rn a O at b"Cleanout 6 Cleanout 6'Cleano f 6" Oo et IE:402.00 MPT PVC PIu PVC lu MPT PVC Plug, MPT PVC Plug, MPT PVC Plug, M PTPVC Plug, gae CL QZ N M�� Si:24+79 91 144 Lt[ ] Road B 34+95.88[374.7'Rt] Road B 3+96.25 Rood B 34+98.11 Road B 34+99.96 Road B 35+03.3J[213 4 Rt]Road B 35+04.9[I70.8'Rf]Road B 35+04.63[145.3'Rf R m-06.in _ :3 �1 R'm 403.50 [3700'Rt] [330.8'Rt] [290 4'Rt] Rim=406.00 R m 405J5 R m 405.50 IE(12'E)in=104.60 IE I I T'W] Z p 0 30' 39 rr4B2�7- �tirn-4ass� 90 39 �E-te Eroer--4es-6� - E{in=4e3-�e-- - 90 to 3 Cell 984a Detail E(b S)out-40217 6 E)in 402.20 6"E)in=402.39 IE(6 W)out=402.60 IE(6"E)out=40.41 E(6 W)n=403.28 H N P Scale:1"-30' SD-146 IE(6"W) t=402.20 IE LC W)out=402,39 IE 6"S]out=40328 ea J a 38 = 85 38 85 LL 3 v$ v v$ o2 a% CL 2+21 2+00 1+00 0+00 2+79 2+00 1+00 0+00 w LOT 148 TO C984A-PROFILE SCALE:Hoa r'=30' CB 662 TO C984A-PROFILE SCALE:Haa r'=30' 0 Z (3:1)Vert 1"=10' (3:1)Vert V 10' O Q 42 O Z RU05984 Lot 160 I Lot 159 I Lo 158 Lot 157 I Lot 1 b 20 a Q Cell 984a CL F- RUGS 984 Design Surface along Pipe CL Z m ____�o/ci;l-P-✓r';L�c___ 32 LF 6"SD 29D-1b8-- --gD 0 a - SD 50 L 6' 10 LL a 41 84. 10 41 C34 CeII 984 Enth gJu ce o/ngP' CL S=0.005 S- 5D 50 LF 6"SD S=0.005 ----- g W Cell 984b along gn S.dPipe CIL -- -- - a 5T----- SD-156 /I1 o alon9 Pipe CL _ ___ _- i0=15f -- Q lJ 3 983b __ _-_gto-c€IfLTev:402. N 0 40 -- i _0 ,., __ 00 4 00 O m Z n 40 12'SD --_- _. ---- SDSP-160 SDCO-159 SDCO.1 8 SDCO-157 SDCO-156 N d .. - SD-160 U Structure Table Pipe Table SD-C98 5 13 LF 12"SD 5=2.5% 12 S}ondpipe 6"Cleanout 6"Cleo out 6"Cleanout 6"Cleanout mo Outlet IE:402.0 Solid Lid MPT PVC Plug. MPT PV Plug, MPT PVC Plug, MPT PVC Plug, Rock Pad 44 84a SDCO-C984 6 Sfa:36+22.01 54 Rr Road B 37+42.18 Road B 37+4600 Road B 7+34.0 Roatl B 36+41 08 Road B 36+40.79 Structure Name Structure Details Pipe Name Detail Outlet SDCB-C9B4 5 Q> B Type-] PVC c !Clean 61 Rim 220B1.7 SD-161 12 LF 4"SD S=0.419 ON8�22091?30 39 Ad-Grate,(Y C gs57:92(1�pT-L}� RoPad A 25+59.47-146 2'Lf 90 39 -- �m0=S09 25 Ri j-El in 40� IEm2-El i 2 4 :� IEm5,E09n 4&00 Rim6=409125 H Outfall 1 p.) C38 6'Cleanouf Fi 228. Rt I _ 409. N a N=422p81.7 I_ 1 E15�I IE 6" - WI out=40625 b"Clean - Rim-403.00 16 1 90 y MPT PVC Plug E=1326395.2 E=1326402.0 Rim=403.00 IE(6"W)out=39882 IE(12"NE out=404.94 IE(6'W]out=405.601E(b W) u1=405.75 IE(6 W]out=406.00 C IE(4")out=406.92 IE(6"E)In=398.00 L >� OuBet IE:402.00 _ 38 $Rim=409 38 8$ . .m 6"Cleanouf N=422107.1 E=1326358.0 m 8 n m N E=.426352.9 m n e e o, ry g P i O MPTPVC Plug IE(4")our=406.67 OuBet HE 402.00 SD-163 12 LF 4'$D S=0316 N=422135.4 Rim=408.00 E=1326311.a 2+40 2+00 1+00 0+00 2+50 2+00 1+00 0+00 SDCO-163 N=422124.4 SCALE:Hoa V'30' SCALE:Hoa 1"=30' 6"Cleanout E=IS261S.5 oonet IE:4o2.0o CELL 984A-PROFILE LOT 156 TO BIOCELL 984A-PROFILE (3:1)Vert I"=10' (3:1)Vert I"=10' 3 MPT PVC Plug IE I4"lout=405.67 SD-164 14 LF 4"SDS9.192 N=422146.2 E=132627I.7 Rim=407.00 CONSTRUCTION DRAWING APPROVAL SDco-164 SHEEP - N=422135.9 ,t 6"Cleanouf THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED C'jY C51 MPT PVC Plug E')1326262.5 PER THE CONDITIONS ON THE TITLE SHEET. J of IE(4")out=404.67 CALL AT LEAST 2 BUSINESS DAYS BY: 22x34 BEFORE YOU DIG DEVELOPMENT SERVICES MANAGER 1-800-424-5555 DATE. THIS APPROVAL VALID FOR 18 MONTHS 26 0104 A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. 1 Lo}127 Lot 126 Lot 125 1 H a - - I�JLB�AS21�41 Lot 123 Lo}122 L,o}12120 Lot 119I, s ---------- ' w :•Doti --a --- - ,;'i,. Q Ili N 422179.8 -� r,`•` - - J Z N u N-422175.7 N=422174.7 `.ZDCB=47FI - --ss-_ `;- - _-- - .�- 404 1 6 00 04 n E 1. /yE=/1326144.1 - - _ _ - -- - Road w w--i a 422161.8 -."•E 1326130.7 �!�! "'" N 422167 3 Lot 137 Lot 138 Lot 139 �C / -- ss-� t 1 >Q P -- Q N E 926063."1 N4221"607 E-1 6 � 4." _ - _"_,� _ - - h at 14o WEST .N�422159.7 Lof 14110 E N-422152 Lof l42 �E�`1346 2: Lot 1431 Lot 144 � Lo114v Lof 146 SO SIN LL " +LL Lot 147 Lof 148 LSI 149 L}150 Lot I sl Lo}152 H113 ° � ��410 410 s0co-7 a 0 M Lot 143 a Lot 144 s co-14o soco- Ph e 2 1 04 h a cl u 4 clean ut �d 0o Q t Erb/ng,frnfdce � Desgn Surfae -123 SDCO-24 � �a k Q � 9P along PiQa L__ _ - 406 3 z t @ B Pe 1 Lot 169 400 400 39_4.392 ocelfF.len. D -C4 2. SDC0123 SDC0124 396 -- p Lot 168 6 Cleanout 6 Cleanout Lot 167 MPT PVC Plug, MPT PVC Plug, CB Type < S - 40? I LOf 154 Lof 166 Road A 24+31.45 Road A 24+37.02 G 406 ' Lor 166 I C Type-I 0 60 4 I-168.2'Ltl I I-168.3'Lil Ot 171 n �2 N 3 R m 401.00 I R'm 402.00 Lot 170 Lot 1 O 390 IE 6'SJ out=398.00 I IELL398.00 390 LOr I68 Lo}167 Lo1166 Scale:1"=60' �O , CD Cell 984b Detail o 1' I SD 16" Lor 16s iP _ $D-123 I 11 LF 6"SD 5=0.0]3 LOt 164 SDCB 470 � Scale:1"=30' 385 4 LF 6"SD S=o.084 I CBT e-1 385 0}163 T o g9 •STORMWATER KEY - Lot t62 F 3 1 s ee a z 0+00 1 0+97 •'"�T e of 161 - I w SDCo 143 to 144-PF$OFILE SCALE:Hoa 1"=30' ' 12 Outer 1 13dJ Vert 1"=1 o' �sD o so3- �. "• �.� Lc � 165^,% 6 CI 41 RU05 98 Lot 140 Lot 141 Lot 142 10 41 RUGS 984 I Lot 123 I Road C 10 •s'-aeo9 \ - m 984b 98ab i Lot 27 Lot 28 6"-CIe30 • .... I a our \'r css Cell cis I .'-�9 �e i ngPioe c7 I PLAN Cell l Jd SD-141 uoce Dsign 3�urfacealong Pipe GL Lot Debits Debris g 9846 a LF b°D s-o.00s Design surface 9Pe CL 984b qq r l 8 \ ' Cage d ngP J2 d 4=' et___ j_______-__- 00 40 -..._Rack Rod c3a --_ of 30 „\ :.° �cs1� �24. F ___ DCO-31 Riser TOP � FSSIONALE�G =0.005 40 LF 4"SD S=0.005 Outfoll(typ.) 9 - Rim top b"-Cleo EL=398.0 EL=398.0 SD.140 SD-142 SD-471 - ---- 03�]6/2026 0131 0.25' 0.125' /i or 32 SDCO-140 SDCO.141 SDCO.142 SD.470 SDCB-470 SDCB-471 �..1 3904 Cleanou 4"Cleanout 4"Cleanout 90 39 32 LF 17'SD S=0.5% CB Type-1 CB-Type-1 90 / Lo' Ladder/Steps MPT PVC PI g, MPT PVC Plug, MPT PVC Plug, Outlet 11:397.17 Stallgrate,St Road C 41+6.38 Road C 41+99.47 Road C 42+39.37 Sta:123+33.26[523 Rt) Road A 244 34.58[-165.8'Lt] 12, [106.9'RfJ [106.9'R}l [106.9'R}l Rim=d00.81 Riser U t Q N Rim=399.00 Rim=399.50 Rim=400.00 IE(12"N)in 397.17 �-U IE I,EI in=3 7.13 IE(4"E)in=397.14 IE l4"W)out=397.35 IE(6,NE)in 397.67 12"Outlet p t 38 IE[4"S)our 97.13 IE(4"W)out=397.14 80 IE 16"NW) 397.67 Outlet Q a g _ o P EL=392.5 w m Shear 6"Inlet n M y -gtlte EL=392.5 w Z Z Z Z Z 37 a 78 control sir<,amre and O O O O '? `�S suPPorts: 24" U 3 w�n rn sn in nM nM oP - o§ 3"4.090",2'O.C.mx. � wwwwQ 1+31 1+00 0+00 'e orifice a a, EL=390.5 'Mesh Screen: SDCO 142 TO CELL 9846-PROFILE SCALE:Hoa r'=ao• 1+75 1+00 0+00 Rust-Proof hardware (3:1)Vert 1"=10' Resirictor Plate with 24' 12"Gale.or -cloth(55 or 3 CB 471 TO CELL 984E-PROFILE SCALE:Herz 1"=30 hop d lled odfce SS Cap Galvanized)6" 13:1)Vert 1"=1o' Diameter I5 Exposed ¢ 41 RU05 984 10 All } n C39 m � SECTION THROUGH PIPES 0 eac s neennnq vecL ° C984b Control Structure 984b CkhM 1':/ / P SCALE:1"=3' --- = L1.J Cell984c c36 cis Ce119 46 _- Q -- 4 44 , Design Surface along Pipe CL _ 00 � 3 Z t�, __-- eocell Elev.397U -------- H- Length&W'tl}h per Plan Roc a Outfall lfy IMP ' �IC.11984b rrin area 2,531sf)� 'O rn L O --.--__ _ 100 Year storm t us 2'Fine5 dw/Compost ) <0 39 -- snce 90 a'a n p,coarse >` u, rn SD C9843 SDCO C9844 Sedimentfilr �- Z 3 40 LF 12'SD S=1. CB Type-1 C35 6"Cleanout - 16 L1J -O Outlet IE:392.50 At Grate. MPT PVC Plug _ tl 'Oro J m Sta:22+58.26[13 Lq Read A 22+58.261-13&7 Ltl Road A 24+23881-134.3'Lt] LL IE 17 W ma OS'Freeboard Rim 39800 Rim=39].50 Y n 2 O 3 IE(6 E)'n=39250 IE 16"W)out=393.35 k. 5' ' 1 lout=392.50 1'ri'4 7}'� 15 B tot S IM d Illti(Z J ^w 3 80 6� tl m Q $ "" Nat've or10 2.5'Gravel[2]&13] Structural 100 z Z So Is 0 2+31 2+00 1+00 0+00 '��' c36 i Bioretentlon Cell to consist C9844 TO CELL 984C-PROFILE scALE:Hors 1"=30' of materials specified in Oy Z (3:1)Vert 1"=10' T Noretention Cell Materials, Q Lot 165 Road A Lot 28 Lo 29 Lot 30 Lot 31 � L Typical Section Detail RU05984 Tor uoderalain slope ip eand pe an Subgrade}o be scarified to a Cell9841 surface connected structure:) de rn of ar least 1-rr r° ~esign �\ p prior grave Z al to a, l Ce11984b placement.Do notsmear surface. L1J O LF,• 0059 o Exirlitq slo"eo/n P eCt - --- - - 55 S_ 54 LF 6"SD 5=0.005 SCALE:1"=4 --- o L SD-31 ___ S=o 005 8 LLJ m 103 LF 12"SD 5-0.010 5=0.005 5-0.005 d0---- 400 -- SD-602 to C.ing W Aer- 0 Z crossing SDP-7 Q o CB Type-1 CB Type-I Ad grate CBT pe-1 std grate 6'Cleanout 6'Cleano t 6 CO-30 6'CO-31 N m U SDCB-601 SDCB-602 SDC-603 $DCO-28 SDCO-29 S Cleanout 6"Cleanout 5 o ` :td`d`C 4'5fd Road C 43+21]7 Roa C 43+0607 MPT PVC Plug, MPT PVC P 1. MPT PVC Plug, MPT PVC Plug, 0 LF 1 E SD 14.4% Road C 43+30.34 1262.2'Rt] 128 8'Rt] Road C 43+03.E0 Road C 43 31.96 Road C 43+8q.301328.2'Rr] Road C 44+29.60 m LU OUBet IE:401 81 1159.4'Rtl RIm=405 78 Rim=05 25 SD9.0'Rt] [311.8'Rt] Rim=409.50 [357.9'Rt] - V--I 390 ' - -etr:.,e--mm=4e. 90 IE T 7'S)in=401.81 IE(12'N)out=40785 IE II"NE)out=403001E 16"E)in=403.10 IE 16"EI in= 3.24 IE I6"WI out=406.sp IE 112 W)out=401.81 IE(6"N)our=403.10 IE I6"W)ou 1=403,24 3 o 38 85 0 3+46 3+00 2+00 1+00 0+00 O CALL AT LEAST 2 SCALE:Hoa,"=30' CB 602 TO CELL 9846-PROFILE BUSINESS DAYS N 13:1l Vert r=la BEFORE YOU DIG Q 1-800-424-5555 CONSTRUCTION DRAWING APPROVAL SHEET THIS PPSHEET HAS BE N HE CONDITIONS ON REVIEWED TIT AND APPROVED PER H C35 of C51 BY: 22x34 DEVELOPMENT SERVICES MANAGER DATE: 26-0104 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. - � Q Wa a P E,Y32588N1229632/~ \ 2?2039- ,8 n of 136 Lot 137 Lot 138 Lot l39 n � -122,893 E J325931 i,' - = Lot 140 Lot 141 Lot 142- Z u N5422061.3 i 13259147 - LL,. SDCO-1 Lot LU =1325800.E w\ E+1 24�,>32" . 5 Le O Z(V M LL' N,422171.7 LLN-4 17.3 1 -S1,X 6 4"-Clean ut Cp 2 422060.7 .-. €1325950.3 F=1326 2.0 - SDCB-C9B42 O C N 5680.8 N 4221'ba:d'- ..I.. - z Q P LLEI325441-3- 6 oufa q••.Clean - Ce11984c ei.g p xe'` >3 N - N-22167 i -- '6 LO `O 1 E=13260167 5 C b S bai F'.�F I,r+�� t O =925$,.3 137.3_.J;.- 1 29135 .- M Ph se 2 e g 00 =1 0 71 Lo1170 Lot 169 Lot 168 Q B m9 1 Lo1167 Lor 166 Lot 165 9 Loi 171 Lot 170 6 Cle oL SDS-V t \ I Lot 19 Lot 20 N'22. N=4221[7.4 \� - J E-1325 w _ r i Cell 984c Detail 0 Cle n r Scale:1"=30' tact 99 '3 o WILof 21 O Lot 19 Lot 20 leanou 6 Cle N=421 51.7 Lot 2 �- Lot 24 3 -CIcan Lot 22 6-Cle Loi 25e r 6 C no II E=1325812.8 DC ^' 3 p Lot 26 a Lor 27 p i z 977 Rockbed Detail 0 30' I RoadA I RUC5984 05984 Lot 136 0 7 Lot 138 Lot 139 48•-Type2 t pl Lot 28 L:,l- Ce 7 984c Scale:1"=30' 400 400 4 0 SDCBN997 p ,11111 'lp Cell along Ppe CL b sD- 98�a_ - -----ros ors a7 LF'soSs=o.00s ng 4o LF 4" Ds=o oos a�a40 LF 49sD s=o.00s STORMWATER KEY - WAsoca�� __ _ CB-Type-I S F 2 26 LF 12"SD 23 LF 1T S SD-136 5D-137 S 1-- SD 139 Scale:I"=60' 390 ExvnhgSu�ce _' _� 390 39 --- 90 a/owgP/Pe CC �FSIEF�G�� SSP- SDCO-136 SDCO-137 SDCO-138 SDCO-139 SStONALE SDCB-643 SDCB-642 4"Cleanout 4"Cleano t 4"Cleanout 4"Cleanout Length&Width per Plan CB-Type-, C3-Type-1 MPT PVC Plug, MPT PVC PI g. MPT PVC Plug, MPT PVC Plug. I~[Cell 984.min.area=5.085 sf)� 0311612026 Road A 19+57.35 Road A 19 58.70 Road A 19+59.90 Road A 22+44.55 100 Year storm [48 3 U) [-85.3-U) [125 5 Ul [-,64.8'Ul 380 380 38 --- - 80 2"H e Sand w/Compost IE[4 E)In=39205 IE 14"E n=92.24 IE(a E)in=392.44 IE(4'W)out=392.64 IE 14 S)our=39205 IE(4"W)ou-392.24 IE(4 W)out=392.44 s CI n ch,p arse 11 375 <8 _3275 37 8 75 d O bd d P 0+00 1+00 1+26 1+96 1+00 0+00 y/� 1min.�.� !p '. i t ti Sol M d H1 41 �r': CB 643 to Cell 984c-PROFILE SCALE ilea 1 30' SDCO 139 TO CELL 984C-PROFILE SCALE:Hoa 1=30' Naive or w S,g 13:1)Vert 1"=19 (3:1)Vert 1"=10' ci di v 2'Gravel 2&3 tural Strucp m II II Soils )DI Uuz 0000� C38 - k B oreten}on Cell to consist O i<Q w w w wof matenals specified N 3 Tract 998 I 05 997 I Roal I RUOS 984 jI B oreteni on Cell Materials, a O a 23 6"Undertlrain(See Profile 0 - W 0 for underdred stop ruares) LlogradeTypical Section Detail 3 connec depthtobe scarified tea depth of at least 1-H prior to gravel y gJudnced�gP ea 98ac Cell 984C placement Do notsmearsurface, w I _Ce11984c C36 984C " U ___ ___ ___1___ D€sign Since along PlPe-CL___-----.__--------- SCALE:I" Crakong__ Biocell Elev.3920 ¢� N - 8"Water ¢_ LU _________ -- SD-C9 42 SD V977$ 0 Crossing SSP-b ..� U 3z = 28 i2•SD 71 LF 12 Perf_5=0005 _ 135°'� 0 m� O bb4 ___ _____ SD-C9N41 SDCB-C 41 84C SDCO-C9842 12"Outlet � Q Z N 3 SD-V97 58 LF 12"SDS=0.5°k 54"Type 6"Cleanout 80 '3 SD-V997 T V997 Rock 997 01IE:388.00 Atirum G ate, MPT PVC Plug, C Z O Bottom Elev.380.0 She 120+18.89 632 Rt Road A +91.10-31.4'Lt Road A 19+64.77 H N L1.J Detention V Ulr C38 [ ] [ ] 3 Rim=393.0 [-61.5'Lit -a� J IE(6"N) =388c0 Rim=392.50 - V SDCB-V 997 SDCB-V9971 V97 SDSP-V9772 SDSP-V9773 IE(12"S )out=388.00 IE(6 S)out=388.53 N L.L CB Type-1 48"Type 2 12"Standpipe I 12"Standpipe J -Z O P �O s 7 Road A 20+98.79[SET RtI Road A 21+06.24 Road A 20+82.73[1.8'Rtl I Road A 20+87.63 3/L n w 99 Rim=379.83 [138.4'Rt) Rim=391,84 1 [26.6'Rfl Debris C�Ppj W IL C38 IE(12"E)in=378.07 Rim=390.29 IE(12"NE)in 387.1 1 Rim=394.5E IE(I?'N)in=380.00 IE(12"S)out=380. 1 IE T z'NE)in=387.71 O IE(6"E)in=387.50 I IF(6"NW)in=389.21 Z Riser Top Rim pIE(I TW)out=380.00 IE(6"SE)in=389.21 Structure Table Pipe Table EL=393.0 r Q 1 IF 12'SW our=387.71 0 11 6 8 3060 Structure Name Structure Details pipe Nam Deta,I Outlet a Z _ I SDCO-19 Rim SDCO SD-19 a 13 LF 6"SDS=0.039 OoNet IE:387.50 Q m w m 6"Cleanout N=421974.0 3+$Q 3+00 2+00 I I+QQ Q+QQ MPT PVC Plug E=1325820.2 Ladder/Steps IE(6"lout=388.00 C9842 TO OUTLET-PROFILE i scALE:Hoa I°=30' (3:1)Vert I"=10' Riser a L1--I a 1 e 410 1 410 0onet 12 outlet 8 L U as EL=M8.0 Shear 6"Inlet /11 3 Lot 17 I Lot 18 OS 77 of 19 Lot 20 I Lot 21 Lot 22 I Lot 23 o Lot 25 I Lo Lot 27 24•_le EL=388.0 3 lQJ Control Shuatore one o Supports: i - 3'k0.090,2'O.C.max. ° O N EL0"86.0 M OrH Rust Proof hardware m U N 400 --_- - C -- ------ SD-26 55 LF 6"SD S=-0.31 me with- 24' SS cloth(SS or n � Ras G PI r m -- p "..GaExposed lvaenixed 6 N N --- Design Surface along Pipe CL -- 5D-24 6SD 2S-0.029 40 LF 6'SD 3=-0.046 shop l�f 2.5'• 2 Cap o os d ) Y LLJ --- - -_ SD-23 40 LF 6"Sp S=-0.037 40 LF __ S 5 All a o Q '------- ----_--- --------- -- --- --- - S- - SECTION THROUGH PIPES SD-21 SD-22 _0053 C39 -Zrgl�ce SD-17 SD-20 42 LF 6'SD t •� n FA"SD S_0.019 390 34LF6"SDS=000531LF6"SDS-000 35LF6'SDS= -- 39Q C984.1ControlStructure 65 - S=0.017 SCALE:1"=3' --- 0 o SDCO-26 6'CO-27 O 6D CIOeanout 6Dd aeout S2'S Srantlp pe 6D CO aooW 6D CO anout 6D CO anout 6D CO anout 6D CO ar�ut 6D COleas ut 6"Cleanout 6"Cleanout p MPT PVC Plug, MPT PVC Plug, MPT PVC Plug, MPT PVC Plug, MPT PVC Plug, MPT PVC Plug, MPT PVC Plug, MPT PVC Plug, MPT PVC Plug, MPT PVC Plug, MPT PVC Plug, H Road A 20+39,95 Road A 20+64.97 Road A 20+87.3[26.6'Rtl Road A 21+13.58 Road A 21+29,34 Road A 21+57,86 Road A 21+94,89 Road A +34.79 Road A 22+74.99 Read A 23+14.82 Road A 23+71.1 I N [34.4'Rfl [34.5'Rt] Rim=394.5E [34.3'Rtl [34.4-FIT [34.5'Rtl [34.5-Rif [34.6'Rtl [34.5'Rtl [34.6'Rtl [34A Rtl 380 ttinr-s9e-et- +rase-s�- - ITr-s9s��--xsntss- .,---4ee:ai-�.r*I=tat-ems inr4e3-sue 380 1 IE(6"S)out=389.54 IE 16"N)in=389.37 IF(6"NW)in=3 9.21 IE 16 SE)in=390.52 IE(6"SE)In=390.88 IE I6"EI in=391.63 IE(6"W)out=393.88 IE I6"WI =395.3E IE 16"WI In=396.54 IE 16"WI In=39837 IF(6"W)in=400.07 o IE 16"SE)our=389.37 IE(6"SE)in=38 21 IE 16"NW)out=390.52 IE(6"NW)out=390.88 IE 16"W)out=391.63 IE IS"E)our=393.88 IE(6'E) r=395.36 IE(6"E)out=396.54 IE(6"E)out=398.37 375 1 7JI 375 CONSTRUCTION DRAWING APPROVAL SHEET v THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED S ' CALL AT LEAST 2 PER THE CONDITIONS ON THE TITLE SHEET. C36 at C51 0+00 1+00 2+00 3+00 4+00 a+s8 BUSINESS DAYS 22X34 SDCO 17 to 27-PROFILE SCALE:Herz 1"=30' BEFORE YOU DIG eY, DEVELOPMENT SERVICES MANAGER (3:1)Vert,'=1o' 1-800-424-5555 DATE: 26-0104 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H � w Lot160 Lot157 Lot - wsw Lot 158 Lot 45 r Lot 159 I li w Cl) N \ \ SD B-BP-6 — -— —- _ _ w e-I - /Ip Q II < LO `O 77 w TH BASIN / a' ✓� ' W t�� \ s ogM RoadA l ` 0000 Q Lot 43 / z 1Lot 31 w I. / J~� Lot 32 J Lot 33 1 Lot 36 Lot 35 I C a Lot 38 / 99 \ / V r0 \ / CSB Pro osed Level s Spread rTrench(typ.) /I �RS'FOS- 50. V I• 99 r 6� / �Qf 39 1s / I 9q SDCB-BP-3 cas �B-Type-I I 1 ��/r`�C 1z -414- 4 �— -- SsroNALE"G. 0311612026 CAPA00 � ° d Lot41 /406 99 Proposed lev O m 1 ;Sp aderTren ( .I v Lot 42Lt u u z o 0 0 0 au . o o �a 1 o ° i 1 I I a 1 o <oq Trad 9 St I % I 321,034 St ILL, 'UIL V III i(D / _ f O X J I N `o m rna 1 ¢z .1 I W Ih 3 J // STORMWATER PLAN 3 z W Scale:1"=30' 0 Z w Q O 42 420 z z Tract 999 Road A Lot 159 o Q o IL Design Surface along Pipe CL 410 0/o Pr e CC 410 O Z a W E -- ------------- 104LF12"SDS=0.005 - W - - -------- -- so-BPs-- --- CB g Q 3 400 400 3 Q i a CB —neeType-1 CB g,e-Ite. d g,t.1 CB Type-I m anetl gr te, sid grpte.Sitl tl grote.Sitl sitl grate.Sitl N W Road A 2 99.96 Road A 27+16.69 oad A 27+15.91 Road A 27+15.56[-13.2'Lit CS [I43.2'Rt1 [116.7'Rtl [3.1'Rt1 Cr°ssing SSP-9 Ri-40836 o IE 112"NE[n=404.99 IE[IT N[In=40587 ITN[ =40638 Crossing Water IE[I2"SW[ou1=405.8] [I2"S[out=40638 (n O 380 a8O w ~ :a CALL AT LEAST 2 2+33 2+00 1+00 0+00 BUSINESS DAYS BP 5 TO OUTLET-PROFILE SCALE:H 1"=20' BEFORE YOU DIG a¢ a [2:11 Vert 1"=10' 1-800-424-5555 CONSTRUCTION DRAWING APPROVAL SHEET THIS PER SHE CONDITIONS ON HHEET HAS BEEN E TITEDHEEROVED Cry? of C51 By: 22x34 DEVELOPMENT SERVICES MANAGER DATE: THIS APPROVAL VALID FOR 18 MONTHS 26-0104 ------------- A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. H BIORETENTION SOIL MEDIA PROCEDURE NOTE: NOTES: NOTES Two acceptable criteria for Bioretention Soil Media(BSM or CAS): I. Yard drains to be constructed from High Density Polyehiylene(HOPE)in accordance with ASTM C-14 otherwise See Plan Default Bioretention Soil Media shown on the noted in}he s f } Ill.Soils per Bioretention Soil Media detail.Mix to be terrified prior to placement.Compact to 80%proctor. Rock Chamber totals 3,423 sf footprint n • pans or no a peci ice ions. prin Uniform) graded coarse aggregate WSDOi s ec 9-03.1 4 C'crushed washed stone'-AASHTO size number 67,o valenr • Custom Bioretention Soil Mix. 2. Cutout hole size is equal to outlet }side diameter plus d drain wall thickness. 121. Y 9 ggreg p )) (r requ) ) L pipe outside p yard 3.Uniform) graded coarse aggregate. pet ()' rywe s',for equivalent) ,/X X\,\ ______________________________� II Uniformly ggrega e,with, loss of no more than 0.5%,WSDOis 9-03.125 Gravel Backfill forD II 3. Connection to outlet pipe to be mortared and made flush with inside of the yard drain wall 141.Fine Sand.WSDOT spec 9-03.2(1)'Grading for Sudace Finishing appl'carons or equvalent \/� Default Bioretention Soil Media 4. Cast ran bell grate Fit into bell recess and extends flush with face of bell The grate shall have slots(holes)that r,"Fac} L nin Levelin 4" LLI Design Cdterla for Custom Bloretention Soil Mixes Projects which arts}Lute so t o for drainage 1 otherwise se s red on the t a n the wnere ning is requ red,build t2 m n}nick side wall liner* v g per DOE V-5 4 g course: outside of Stara surrounding Liner not Projectsnohave t prefer to create a custom Bioretention Soil Mix rather than using the default s ecf cations.Inlet bell area shall be finished to assure non-rocking fit with an option. ge voume ore,(in surroun g soils). ompoll fill or clay - .,_". min ink g"'a" O Z C0 use the following requirements for the boretenton soil media percent pen area ge unless pet pans or noted 44.3 c do not have to test the media for}s saturated hydraulic conductivity P g y cover p to be msfalled above pond bottom elevation. net 12 Min fhk,compac195% uniformly graded requirements above must demonstrate compl'gnce with the following 5. Washed drain rack.finches minimum depth Filter Sand specHicaaon Table proctor. - N criteria using the specified test method 6. Vanes 12 inches for4 8 18 inches for larger 6"PVC Most of site soils in lower area 12'PerfPp - - coarse aggregate O 00 Mineral Aggregate pipe, gerppe Cap or us.sieve Percent 2"Fine Sand[41 and Campos} I .a - PN Percent Fines:A range of 2 to 4 percent passing the#200 sieve is ideal and 7. Special cast yard drain may be required for multiple pipe connections. plug Number Passing S de slopes (70%sand,30%Compost by volume) meet this specification] u c fines should not be above 5 r for a funcfon n specification • CEC 5 meq/100 grams of dry sal,USEPA 9081 8. Provide cleanout(per this detail)upstream of yard drain when grate to pipe IE is greater than 42" p4 95-1p0 per plan 8 -- - _ Q P percent proper g spec) details A f Recreation G ofabric Vmax P550 _ according to ASTM D422. • pH between 5.5 and 70 p8 70-1. \��\\\ _ (5 Bioretention ton fors�ecfcatonL r• Resery or Layer, (\( Aggregate Gradation 5-8 percent organ c matter content before and after the saturated NOTE: p16 4aea ��\/\ depthin clean Q LO The aggregate porton of the BSM should be well graded Accord ng to HDPE Wyes or Tees may be used for 6'm n did Clean-out p3o 35-7s //\//\ /, -2 hydraulc conducivey test,ASTM D2974(Smndard Test Method for Moisture, oaf/footn tltlran 1 with 8or less Standpipe \j/\\j/ y - -,� v J ASTM O M7 98(Classrcaton of Soils for Engineering Purposes(Unified Soil r g/yar systems w pipes psD s-3D // f 4'u. � %v v{ "-' L coshed,�j-1}" O Class"cations stem well-graded g Ash,and Organic Matter of Peat and Other Organic Soils) \\\\\ ly9 ,P}LIAR�BSMt f•;''`J 'y'' .+. System)), ded sand should have the following (e.g.drveways, //// 'z'„ L1 y, r unformly �! �`0 gradation Coen c rents • 2-5 percent fines passing the 200 sieve;TMECC 04.11-A p vved area)or local locations were surface wafers to be b Wye r Yard system p2p0 <3 / \\ $� u?x,^ i i� }; + / - �� graded � 0 C c') \z • Coeffcent of Unformty(Cu=D60/D10)equalto orgrearerthan 4.and • Measured(Infal)saturated hydraulc conducit ty of less than 12 inches collected.Clean outs required upstream of each Wye fie-in /// � ( I Ili II 12'• erf Pp� (V- • Coefficient of Curve(Cc (D30)2/D60 x D10)greater than or equal to 1 per hour,ASTM D 2434(Standard Test Method for Permeability of Granular Wye or Tee. (as regd 4 4",4-6", \ // rtlra n - 30mil PVC liner or OD Q Sail Constant Head at 85%com ton ASTM 01557 Standard Test 4-8',4"-I2' .8 Sand Spec fortiori Table \\\ e `_. requ volant.To Q and less than or equal to 3. ( )) pat per ( ) I:I mIn Top, The sand gradation below is often supplied as a well-graded utility or Method s for Laboratory Compaction Characteristics of Soil Using Modified U.S.Sieve Percent structural/\�j\ Roc Betl - - sides,and bottom; screened.With compost this blend provides enough fines for adequate Effort).Also,use Appendix V-B,Recommended Procedures for ASTM D From Yard From Yard Number Passing slope(typ] \�� Subgratle to be scarified too perSMMW1. �1 water retention,hydraulic conductivity within recommended range(see 2434 When Measuring Hydraulic Conductivity for Bioretention Soil Mixes. Drain Drain 3/8" 100 ��\ \/ .\,\a ��I ! \��. de ih of of least I-ff ,��/ VOI.V,Sec.1.3.3 i below),pollutant removal capability,and plant wrh characteristics for • CLEANOUT Biorenti n oil Media�l� P prior to gravel ��/ p gfO Design(long-term)saturated hydraulic conductive f more than 1 inch From Yard #4 W-100 placement.Do not smear surface. meeting des) defines and objectives.Where soils 4"Finer sand ./ vjv,AjA/A/Aj: e g design gut I g sot per hour,Note:Design saturated hydraulic conductivity is determined by Drain #8 0-10 }6"Send(See Spec Table) %�� %�/��/ J 1 tlation below,those soils ma be amended rather than 2 4x8 Sand Native fill soil aggrega a gra Y a the appropriate infiltration correction factors as explained above #10 0-5 �'� PPYn9 PproPnaor com t d Importing mineral aggregate. Gravel Depth 6 Filter.4v clean,uniformly graded coarse aggregatel2l �� ,/'�� pat e under"Determining e'oreteton soil mix infiltration rare. #100 o-os _ x2Dp)wet sieve) 0-D.5 includes Filter Reservor Layer.Crean crushed.2f I uniformly graded(Washed General Guideline For Mineral Aggregate Gradation • If compost is used in creating the custom mix,it must meet all of the drain rock)131 Specified depth includes Filter layer SECTION Provide Min 6"Separation between W 3 Sieve Size Percent Passing specifications listed below for compost. 6',8",or 12"Tee �\ Native Soils and Perforated pipe O 3/8" 100 vard system T/ nnl Bioretention Cell Materials Specification-Typical Section �- - #4 9s-100 F� I vv ____ lclr'1�\ V997 Rock Detention Chamber o o 1 I SCALE:NTS 7 7 - p #10 75-90 Infiltration rates for the initial O placement of Bioretention Flow SCALE:V-3' i #40 25-40 DROP CONNECTION ' #100 4-10 Soil Media Is to be within 6 to 12 Inches per hour to 6"Wye to 00 �y < #200 2-5 ensure vegetation sarvival. 6".e".or 12• SPECIES WGT/PERCENT frA ~ Yard system p Compost to Aggregate Ratio,Organic Matter Content Fow Primary Option-for Blo-cells B 7 z: Cation Exchange Capacity \ *RIPRAP:Crushed or Broken Rock meeting WSDOT • Compost to ratio:6o-6s }mineral DROP CONNECTION •*PT799 Microclover• 2lbs per 1000 sf 9-13.4(2)Class A"Well-Graded"(or equivalent) ` < pos aggregate percent aggregate,35-40 percent compost. o • Organic matter content:5-8 percent by weight. 2x4 Drain Marker painted GREEN stencil ---------4LA55 A--------- 10' a S.F Secondary OPtionfor Blo-cells A r Size[l]i Percent Passing ER OS • Cation Exchange Capacity(CEC)muss be>5 w/3"high WHITE letters"DRAIN". PP ox []i g _ __ ,�{pEor wA�veTF milliequivalenis/100 g dry soil Note:Soil mixes Provide Downspout Locate at pipe end. ---In Smaller - - P debris bonier PT 769 Rl Eco-Turf Mix with Microclover 5-71bs per 1000sf ),1 T �__ o-} 4p meeting the above specifications do not have to be (ty'p Note depth to invert w/indelible black ___18.000___t_-_100.000 2' 30"min tested for CEC.They will readily meet the minimum All homes) marker. Quatro Tetriploid Sheep Fescue ___36,o00i $0_95 min ___12.OQQ---- _50=8_0____ B CEC. Ban#eld Perennial R __5.000__7____15_50____ / Compost Contractor to Rim El:See Profile yegrass Riprap"(Rock Armour) pa 4.000 15 max. To ensure that the BSM will support healthy plant growth and roof development,contribute to biofiltration of pollutants,and not restrict infiltration when used in the proportions connect to Yard Eureka II Hard Fescue Optional SS/�2YS1E�aG�� cited herein,the followingt standards are d .s' Drain&Yard CB II)App,xrr a Size is determined by the Chanel bottom p ONAL of require following cdc lblion: L- alignment Microclover A • Meets the definition of"composted materials"in WAC 173-350-220(including contaminant levels and other standards),available online at � Plug 12"min to top Of Riser Size=(Length+Width+Thickneu)/3 Q,3/j$/2Q2( http://www.ecy.wa.gov/programs/swfa/organics/soil.htmi �' XA I SecondaryOptionforswales PLAN VIEW • Produced at a composting facility permitted by the WA Department of Ecology.A current list of permitted facilities is available at '-'`~r x"' * ':4'4"/6"Ca hffp://www.ecy.wa.gov/pro 18" •°z .,r p.Drill two 25 PT 170[Iean Water Services Low Grow Swale Mi. 716s per 1000 sf Riprap* grams/swfa/compost/ "X� `� * '1"die holes near C39 I'min above Swale bottom Riprap* t b f othero d or t defined in WAC 173-350100 os plant waste as defined in WAC 173-350-100 as Type Feedstocks."A maximum of 3s 2U j D` y� }op(Opposite sides) Turf Type Tall Fescue pipe crown and side slopes 1'min above • percenm y voume of must o pproved minimum c was a as t b volume from recycled Type III",including posiconsumer food waste,but not including biosolids,may be -IV,of BMP i', ,\ �. per Plan pipe crown The pos pro gna percent by yc r substituted for recycled plant waste.Type ll and IV feedstocks shall not be used for the compost going into borefenton facilities or ton gardens T513S Is To Cleanou}via Yard Drain Perennial Ryegrasses 12' L - �. • Stable(low oxygen use and CO2 general on)and mature(capable of support rig plant growth)by tests shown below.This 1,critical to plant success in,bioretention soil er' \ Conve ante 5y stem p / U " '' Creep rig Red Fescue ix N mes. • plan and profile ac- i v to • Moisture content ran a vs ble free wafer or dust roducetl when handln the meter al.g:no p g - "s. ! ` Colon al Bentgrass s 4"b"PVC Tee to 4"drain PVC or Finder rock -U " ° / / 1"mi thick Ri ra t • Tested in accordance with the U.S.Composting Council'Tes}ing Methods for the Examination of Compost and Composting"(TMECC),as established in the Composting 18"min HOPE DWV and drain under rock n p p* Filter fabric I"min thick Ripra ~U Council's'Seal of Testing Assurance'(STA)program.Most Washington compost facilities now use these tests. ( )y ItI Then overseed with under at l lb per 1000 sf (embed 6") under rock p* w m g _12' Dia Yard CB(concrete pipe or HOPE L (embed 6") ,i • Screened to the size gradations for Fine Compost under TMECC test method 02.02-B(gradations are shown in the specification in an appendix of the Low Impact N-12 ore equivalent)In accordance with Fine mesh Screen,1/10'f0 1/4" p m Z M v q ) rust- NOTE:Any Substitutions must be approved by Design Engineer before any application is SECTION A-A Z Z Z z Development Technical Guidance Manual for Puget Sound) ASTM C-14.Use Solid Lid.Lid at surface poex hardware Cloth. U sa'z z O O O O H between 6.0 and 8.5 MECC 04.11-A If the H falls outside of the acceptable ran 4"min explOSed height. made that deviates from these specifications.Substitutions are allowable but must be (OR POINT DISPERSION PAD) SECTION B-B 0 O 3 w • p (i ). Pfor it may be modified with lime to increase the pH or iron sulfate plus sulfur to lower or max 4"bury with location marker pre-approved. i Q Q w>1i>m SS straps/band clamps. me pH.meltmearhanrwmremDrtbemixedDnimrmlymmrnerailpdarmareinrnebiaretenfianare°. p RIPRAP PAD PIPE OUTFALL ARMOURING) auoo�ir ire Closed Bottom:HOPE Ca or 4"PVC cap bottom. • Manufactured inert content less that 1%by weight(TMECC 03.081 Grouted Base where indicated on APPLICATION:Evenly disperse seed mix by hand-operated Spreader at the rate specified 44 SCALE:NTS per 2019 SMMW W,VOI.V,Ch.4.5.2 • Minimum organic matter content of 40%(TMECC 05.07-A) site plan per lot forthe seed mix being spread.Hydro-mulch at the rate of 50 lbs.per 1000 stover the 3 • Soluble salt content less than 4.0 mmhos/cm(TMECC 04.1 O-A) 6"min Clean Rock for all others seed.Hydimseed tanks and equipment to be cleaned of all prior seed and other materials H • Maturity greater than 80%(TMECC 05.05-A"Germination and Vigor') SECTIONA before use. Q w • Stability of 7 or below(TMECC 05.08-B"Carbon Dioxide Evolution Rate") *'Microclover must be coated with Rhizobium leguminosarum by Trifolli.*' (Seed ' • Carbon to nitrogen ratio(TMECC 04.01"Total Carbon"and 04.02D'Total Kjeltlahl Nitrogen")of less than 2s:1.The C:N ratio may be up to 35:1 for plantings composed entirely vo f ro r0 YD rD by Irml a comes pre-coated.) C0 of Puget Sound Lowland native species and up to 40:1 for coarse compost to be used as a surface mulch(not in a soil ri r0 y0 Z � r SOURCE:Pro Time Lawn Seed,Portland Oregon 503-239-7518 www.ptlawnseed.com 50 N Yard Drain Cleanoul 4"/6"Tee Bioretention Soil Media seeclenaoutconfigurationh 1 YardDmi con eyeae Q a \�w7x f SCALE:NTS I opion) of System Pipe(pipe9s profiled -{ Q a T>LZove based on lot configuration) and des la don Ian 1 O 1 3 a p rk pion) Bioretention Cell Seed Mix 12" U z SCALE:NTS ---- Notched grade board" �QQ a O e e pi e r , See Detail Inset. p •O 2 a _ O.D. Design Criteria: 12'Dia Yard CB(concrete pipe or HOPE N-12 or 99,� 99�� QQ''�� 99�� -f Q Do Soil Retention:The duff layer and native topsoil should be retained in an undisturbed state to the maximum extent practicable.In any areas requiring grading remove and equivalent)in accordance with ASTM C-14.Use Solid O a0 oaOb�1 oaOb�laa0o`�o. b•1oo00. 12' ui 3 stockpile the duff layer and topsoil on site in a designated,controlled area,not adjacent to public resources and critical areas,to be reapplied to other portions of the site where Lid.Lid ar surface or max 4"bury with location marker �. p N 2.4 Drain Marker End Ca z 0 feasible. mil__ __y/ Cap - J Soil quality:The resu'Incorporated ting soil should be conducive to the type of vegetation to be established.All areas subject to clearing and grading that have not been covered by (ea end) B,i-vanetl Grate(8-30.40-00) N h N surface,into 1 d into a drains facility d as structural fill or slope hall,at 1 completion /L /frame es to flow N n Impervious rpora a drainage y or engineered pes project pre ion,demonstrate the following: A � Orient vanes to flow parallel to trench • A topsoil layer with a minimum organic matter content of ten percent dry weight in planting beds,and s%organic matter content(based on a loss-on-ignition test)in turf Cleanoul Wye(ea end) Type I CB(WSDOT cV W and a pH from 6.0 to 8.0 or matching the pH of the original undisturbed soil.The topsoil layer shall have a minimum depth of eight inches except where tree roots limit 5.20-00) J n ZO s•p incorporation topsoil Y incorporation 6"perfonptee l pipe - Q the depth of into titan of amendments needed to meet the criteria.Subsoils below the to layer should be scarified at least inches with some tricot Lion of the ( de) Influent Pipe w upper material to avoid stratified layers,where feasible. • Planting bear must be mulched with 2 inches of organic material. W U. • Quality of compost and other materials used to meet the organic content requirements: ai PAN r r O w 1.The organic content for"pre-approved"amendment rates can be met only using compost meeting the compost specification for Bioretention(BMP T7.30),with the 21 Features Compost Amended Filter Berm on i Z Z .captionthat the compost ma have a to 35%biosolids or manure. Roof Drains care Provide Integrated flow directional gutter ou}Iet downstream flow path O 3 2.Com t used in bioretention he sho ld be stable,mature and derived from d debris,wood waste,or other or terials that meet the intent of the or Downspout which directs the flow of Wafer from the w pas yar genic ma genic debris bonier or �18 R0 U soil amendment specification.Biosolids and manure composts can be higher in bioavailable phosphorus than compost derived from yard or plant waste and therefore gutters onto an adjustable elliptical Notched Grade Board,See Detail 2 a N or.not allowed in bioretention areas due to the possibility of exporting bio-available phosphorus in effluent. equal(typ.All primary screen. Inset(Install on level spreader j Q 3.The compost om t must also have an or matter content of 35%to 65%,and a carbon to nitro do below 25:1. homes) 6075 a Parkway Systems,Drive o pos genic ma nitrogen 6075 Parkway North Dme LC only) Z 4.The carbon to nitro do may be as high 35:1 for plantings d entire) f lanes native to the Puget Lowlands re HOW X works ent at y g p gs compose y o p e; eon. Cum min GA 30040 Pi e O.D. 2' li Q c calculated amendment rates may be met through use of composted material meeting the requirements above;or other organic materials amended to meet the carbon The steep angle of primary screen Tel:770-889-2533 p 35°k% C E to nitrogen ratio requirements,and not exceeding the contaminant limits identified in Table 220-B,Testing Parameters,in WAC 173-350-220. enables the action of the water to wash 12" + 12'-I 2'k12"PVC L the screen and in maintenance.A Fax:770.889-2577 lumber or Implementation Options: hffp://www.rainharvestcom/ rts equivalent 2'grade � secondary stainless steel screen keeps 25h c Option 1:Leave native Soil undisturbed,and protect from compaction during construction. Building /fit to ion/pre-filtration/downspout-filters.asp -� 'O O O.d board notches > W ° mosquitoes and vermin out of downpipes. s�1 Option 1 is only applicable to sites that have the original,undisturbed soil name to the site.This will most often be forested land that is being left undisturbed in me current project. ROOt-Yard Drain Connection$ With the removal of the seconds 24"mint o Oo y g s secondary 36"m GRADE BOARD DETAIL Q 0 O Hon 2:Amend disturbed soil according To the following procedures: SCALE:NTS --- Screen,the Leaf Beater is ideal for use O oOo O� *___________________________� a > 3 a.pScari subsoil to a depth of one foot. g g p purely as a debris removing device even 0 6"perforated 3 > Scarify P 0o O pipe laid flat b. In planting beds,place three inches of compost and fill in to an eight inch depth, when rainwater is no}being collected. Galy.bolts o O O >n c. In turf areas,place two inches of compost and till n to an eight-inch depth NOTES: O d d. Apply two to four inches of arborst wood chip,coarse bark mulch,or compost mulch to planting beds after final planting. Four settings can be applied to vary the o00 3/4"-1-1/2 Clean 1 This trench shall be constructed so as to - m fAltereafively,disturbed soil can be amended on a sdecustomood manner so that it meets the soil quality entena set forth above,as determined by a licensed engineer, y`*� '-^-' an le at which the elliptical primary Orock prevent po ni discharge and/or eroson. N Q geologist landscape architect or other person as approved by Snohomish County) 7� V;�f" 'Bioretention Soil Media(per Detail) Screen faces}o adjust vanp'ou5 ry a o (<s%fines) N O O O 4 Option 3:Disturbed Soil. intensities of rainfall and amounts of 6 Q(� y(� 2 Trench and grade board must be level. C m Stockpile existing topsail during grading and replace it prior to planting.Stockpiled topsoil must be amended if needed to meet the organic matter and depth debris.After observing the performance �sQ Align to follow contours of site. requirements by following the procedures in option(4).Remove forest duff layer and topsoil and stockpile separately,in an approved location prior to grading.Cover soil of the Leaf Beater®,the screen can be }- fl Soil Filter 1pe�Maieriai:sea�oo iypicai oeiaip Q} 3. Support is required I o and duff piles with woven weed banter(available from nursery supply stores)that sheds moisture yet allows airflow. adjusted until the best Operating Setting is 4'k4" L Filter Fabric(Tencate PPo pas pacing as require y sot y o �-D Q - O O O O�ksili�credo o freaptoed Mirafi 140NL or onditions to ensure grade board Option 4:Import to soil mix with 10%min soil organic matter content. o ��nn >>nn � achieved. equivalent) remains level. L Import P of sufficient or tent and depth the or net and depth requirements. `nj�} °�}Q�}�°�} °�` �` �` °s t po topsoil genic con p organic ma pno no Oo �Jo �Jo P pled O' w Installation SECTION A-A NOTE:All yards,landscape areas,or disturbed areas to receive 18 inches of Compost Amended Soils meeting the criteria of BMP T5.13. '9 'g,` Q Q /cn sov✓C/ The Leaf Beater is usually mounted Careful removal of 9 inches of the Onsite Forest Duff**could meet this requirement if property protected and cared for during the )0.00'o Oo Oo Oo 0.0-o Odv Udvo directly under the roof gutter,however it LEVEL SPREADER TRENCH Construction Process. )o C' O o O o Q can be mid-mounted on a wall to make it gg **Ignition testing of organics shall confirm that forest duff meets BMP T5.13 Specifications by an independent soils lab. easier to access for cleaning. SCALE:NTS adapted per 2019 SMMW W Vol-III Fig 3.7,and Vol V,Fig.4.5.8 >< Note:Grading with Heavy Equipment may render}his layer unsuitable. v�A��A� V��A�� g Cc / / �./\/, The Leaf and co®range includes three ApprovedSeetl \" ' '�\ 6"min vafanis and connects with PVC and rmetal downy pes +I 8 17'CAS depth 1T 1.For rectangular downpipes 2"x 3 q Typical Underdrain lecfion 2 For hound downy pes-3 and 4"round. CONSTRUCTION DRAWING APPROVAL -- 2J ____ CALL AT LEAST 2 SHEET -_____= SCALE:NTS THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED p 21 DOWnspo DeDebrlSSCreen BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. C38 of C51 SCALE:'ITS BEFORE YOU DIG ~ 22x34 COmpOOSt Amended Soils 1-800-424-5555 BY, DEVELOPMENT SERVICES MANAGER J I J SCALE:Nis Amended Soils to be Native subsoils DATE: 26-0 O4 tilled into sub-soils THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. R ogishation Bolt&Pull Handle: 1„ r P/L 5 5 P/L C nosion Resistant 3/8"x16 x5'• Control �� E Carriage Bolt w/shouldec2 Nuts Bldg Structure (13/32"Clearanceholel Riser '¢ u° T3 T4 \-1 I O W Drill bolt hole in-line 1 Li CO with Control Orifice 25 12"Yard CB `(V Onfce Screen ie"Mesh Screen for<t"Orifice: Z)" none metallic h 40 5'min setback C39 w/filler Ohl Screen a"Mesh Screen up to"Onfce: Off.N Solid wall header can of I Rust-Proof hardware cloth(SS or Galvanized) a� �QP 92Z 3"Sch40 bell end Pipe(tyP) I 6'Expsed iSouth 40 PVCPVC piing w/onfice T1 //�� Q C a 1 5" (See Inset below) __ Control Note:Orifice Screens shall be located on all control Vure Control O'fce I g••Slantl I e _ —__---- sceens detailedcated along user.Lower Orifice Onflce n ill.on each control structure. � iMRock Bed All Onfice Screen VIFICE TUBE ORIFIC vp 00sfbottom area /1 00 Q Flow Control On ice(see inset below . SCALE:1' ALTERNATIVE c39 PP _________ _______________________________ — rp ORIFICE TUBE -------- ------------------ -----------------____ ORIFICE TUBE { ivpto FRONT VIEW FRONT VIEW J I 4"Underdrain Pipe J 4"Cleanout Perforated Plpe Notes: I'laid Drain^ 1. All Pert Pipe within rock bed,shall be 4"ADS Dual L 25'typ -I Wall HOPE Perforated Pipe,(AASHTO Class II O IFICE TUBE (removable part tha fits inside of tube holder shown below)— — i i Perforation).All heade or pipe outside of rock-bed __° 44 — shall be 4"solid wall pipe. N J TUBE DIMENSIONS .. I I 2.Space disMbu}on pipes to provide even(equal) A^ g• C^ dstrbuton area per pipe. Q 3J1/32' 3"Sch 40 PVC socket Yard Dra n Pi e y 'l 3 Individual Rock Bed 35.5' 36' 0.25" �".1 o coupling(smooth CDouter walQ Tl YDCO Individual Rock Defenfion Notes: o_I_o o PLAN VIEW Bed length and width can vary to suite Lot. p u e Install Overflow Wye on lz'Outlet V—I = Mainta n minimum bottom area of 100 sq.f}. i 0 downspout closes}to Yard CB � I- —I •� ° _ - 2.Depth 36 minimum. PARTS LIST(recommended pieces) T Drill and debur"C" 3.Drain rock to be J"to 1�'Washed Drain Rock E 1 parts must meet requirements) I.5"mint I quiva en pa qu remen s] z'max Diameter Hole ihru Lot Line 5 4.Bottom of rock bed to be level throughout It.. PART OESCR MFG PART-NO OTY one side only J - ORIFICE TUBE pI �Q T7 3"PVC Sch30 Coupler Spears 429-030 1 SECTION THROUGH CENTER DS=Design Surface 1Surfoce Locking FT C9FAN � Bar T3 5M8z5 Camagel..It,shldr SCHao PVC lens"A^ ORIFICE TUBE COUPLING DETAIL - a P Elevation of each Lotl poutDOard w/Fit Fine Rim 25 ouse Pain Elev. Rim Top EL=39 {EQF T4 5118 Nut - - 2 J YDCO 4 Perf.Overflow Pi e,5-LF,IE DS 1.33' c39 ORIFICE TUBE HOLDER Min Slope 2%H1DWV San tary Tee Spears P400-040 1 H2 4'-3"PVCSchi Adapter Spears 437422 2 i.' '< '- �' - Riser 8.H3 4'PVCxDNN Bushing Plastic Trends P-1208 1 r- � EL=386.H4 4"PVC 2729 Solid Pipe - 2729 PVC len"B" .5 0 Tmin Topsoil I cut H5 Tank to Bowl Gasket Fluidmaster 6100 1 min.Slope 0.59> drains fo be independent ofii— 4"Cleanout downspout pipes. 03116/2026 Tight-line directly fo Compacted Cuta3/4"widex2'• Rock Defenfion rock bed. backNl of a lot in-line w/Tee 4"Pert.Underdrain Pipe HE=IDS-5' Bottom of rock bed fo 26 P s Top Gravel Elev. branch for Registration ^p• IE per profile 27 be level throughout C39 Building Pad-2'I Bolt 11 A-A'SECTION VIEW ca9 8"Standpipe with I T 4"PVC nine, H4 Underdrain Flow ResMcfor control SDR 35 or equ vO 18" Structure and; +I s'to 11' Riser Supports U 4"PVC x DWV Rocked Drain TOP VIEW "A^ adopter.Cut X3 bottom 1/4"to a g� mope nnerl a r re p 4PVCx DWV tz'Outlet —nMv I Tf 4"PVC x DWV H3 perforated _ adapter O Outlet EL-380.0' 12'Inlet r a m ZZZZ" adapter IIf rep'tl] underdrain pipe I SECTION VIEW I EL-380.0' w u Z 0000 III HE=Building Pad-5'II Shear U3 —✓+--� P I 24" Owa�»»°' a DWV So sari 40 �� ndividual Lot Gravel Detention n t\ Individual Gravel Detention Section _ a w w w w PVC Sanitary Hl 4"Rubber Bowl gasket.H5 __ (s pjoiot SCALE:NT$1 ee li egment out 7/B"-I" L� -- L------ ------------- -------------J Orifice T'Mesat-Proof hardware 3 to lit inner tlia.l EL 3860 }Mesh Screen. Cut lower!p� Restrictor Plate wih. off adapter shop drlledont ce 24 G Iva cloth lnbedlb Q Ft gasket Lip odown! Dameter 14z 48. W 4"-3"Sch 40 PVC a9ainst'nner L'p of bushing. _ Exposed n reducer bushing X2 gasket weld bushing to secure SECTION THROUGH PIPES z Solvent weld all pipe& fittings on this pan N¢ FRONT VIEW SIDE VIEW V 1917 Control Structure R SCALE:1"=3' ---- o•r ORIFICE TUBE HOLDER (connects to underdrain) a X — U 3z 3/16"xS U co rh Underdrain Flow Restrictor Ca rtOg°BOR W/ Pull Handle shoulder.servos - 3"Sch 4o PVC m g L V SCALE:NTS as alignment WI» (doubles as 0 _ guide and pun alignment device) a CV handle 3"PVC coupling w/ 3 orifice drilled 11.5'from 4"pipe from z of (n a Reduce height as required to 4"DWV pipe J Alignment hole bottom)for Bow downspouts - accommodate trash rack Guide and holder for N 1 5" z' Control of untleraroin. -a e Q r 3'orifice tube.Slot at Cdupin s outer OfRICe Tube. 4"Filter Tee 9' (d Rock-bed Intake cv u+ H top aligns orifice tube diameter allows it to fit Hei hi vOries 28 (see section) ( g (distribution)pipe —Z with under-drain ca9) PLAN 4" 3"Orifice Tube (cutaway added to easily but snuggly with application) J o Q Place Onfice Tube info Orifice Tube within the 4"DWV Tee. F }— Holder.Do NOT Weld or Glue.Face show pan Bottom of coupling 18"Dia Yard CB(concrete pipe or w z orifice towards incoming under-drain relationship). rests on gasket for seal HDPE N-12 or equivalent)in w Self tapping rust proof Flow. to ensure Only flow is accordance with ASTM C-14.Use p LL1 OrHItt cube Holder. C anchor screw.Min kt0 _ through orifice. Grated Lid.Rim at surface.CB to L g(tp&'langth.ml 4"Orifice Tube Holder 3"Pipeand C8 (cut-away shows 0 W serve as emergency overflow. Coupling only lower portionbotto Ix U1 N are called the of 4"Pipe and Tee) Extend Tee w/4"user to a 0 72"(mail** Odk.Tube. ' within 4"clear beneath lid. Q 4'PVC Tee(DWV) z Core standpipe.Install 28 Connects to I Q c orifice Tube holder- 8"Individual Rock Detention C39 under-tlfain pipe. 12'min cover over C connect to under-drain Standpipe IRiserl. Tee not to have . top of rock bed L outfall.Grout Seal around internal flashing. ' / Gasket seal o Co.,.,,. Sharp step at end of Control / Orifice tube 5" 1 socket is preferable Orifice rests On this 4" a 4"Rod bed distribution pipe LU 4"Pipe and Tee -`J rather man tape!. ' gasket. P P m Outlet pipe are called the (typically downspout 4"PVC Tee.Slip fit if tulle}pipe. a Q m 26 Under-drain Flow b Gasket supports 3" pipe Do not glue.Use self-tapping SS °3 to vans Drain rmnkline Halgce rube 1/2"did) 1 3 3 H C39 HE per SECTION Noltler. Orifice tube and * (Make achor screw a}pipe crown. N N creates seal at Orifice controls Fine mesh Screen,1 O U'to 1/4" '— bottom of coupling. flow rate from rust-pact hardware cloth. 0 "C"Onfice C 4"min exposed screen height. N m under-drain or 12 min 18"min SS straps/band clamps. U cs F- 4"min 4'-3"PVC DWV Bushing bio-cell surface sump 4"PVC cap bottom. 1 n (/) Supports gasket and Outflow outlet. C: 2 ensures seal. Solid floor.Pre-cast or pour 4"min Self toppingAnchor screw into 4"Tee and orifice thick cement Concrete sealant layer. V) PERSPECTIVE ASSEMBLY VIEW m tube holder. acre,es stop o for twice tube to rest PERSPECTIVE ASSEMBLED VIEW PERSPECTIVE EXPLODED VIEW Provide fabric protection layer if y upon.Do not screw into orifice tube. fURCE SECTION installed within rock-bed. STAND PIPE ASSEMBY W/ORIFICE TUBE, STAND PIPE ASSEMBLY W/ORIFICE TUBE, SURFACE ACCESSIBLE UNDERDRAIN FLOW CONTROL ORIFICE Downspout Gravel Detention Filter w SIDE VIEW FRONT VIEW --- �� Ls.7 SCALE:NTS � Standpipe with Underdrain Flow Restrictor tin 1 Removable Underdrain Orifice Concept L/ SC nd"Is _—_ L7 SCALE:NTS a` t CONSTRUCTION DRAWING APPROVAL SHEEP CALL AT LEAST 2 HIS P AN SHEE HAS BEEN REVIEWED AND APPROVED C39 of C51 BUSINESS DAYS PER THE CONDITIONS ON THE TITLE SHEET. 17 BEFORE YOU DIG BY: 22x34 1-800-424-5555 DEVELOPMENT SERVICES MANAGER DATE: THIS APPROVAL VALID FOR 18 MONTHS 26-0104 -- _ - - APOR N OF 25&2 HIP 31 NO 5 EAST, �wZd enu' -" \ _717- F nnP �P b a _ e o \� Z M na r - - ore �" oeP -__o"k i A a DI Tapping ee IW Poo) _ _ __ - DI ate Valve(FLxMJ) .• .. ... N 00 I� orlP _- - 39 112 o Pp 9 [ ) -- _ - 3 e6FEx s}n H dranf fo bePn 1A"D> ate Valve(FLxMJ) C r 172nd St NE 113+Og[25 R-[ _ Tee Tle-In k23+1- -_ 0)'P I-12k12 DI Ta In Tee W-200 __-- I-8'xl2'DI Topping �V96 9',� - --- - - O t. -- 7 9 - 1171s-St NE1+61[6Lt] 172nd Sr.NE 118+11[23 R-[ FX- - --- 9 Y 1 o -Thrust Blocking JI 1-B DI Tee IMJxFLxFLI --___. pp %°° - --- -- _ ex-en%,behntl stlewalk Q N O a 9ng Tee I W-200) 11111 St NE 8+93.1(-7] m _ _ Lo I 9 112 Gate Va1 1 F�0) 1-8 DI 22.5°Bend IFLxFL) 119"Gate Valve FLxMJ --- -- - --- - - - - - -- -- -- _ - _ --- - --- - - S-`0 _ w o son of a , r----- 1-s-v,^xrdran+(w-olo) �-- w --- -- ---- - - - � 3,b00sf Lof 81 ( li o. w/5"Storz - -- - -- - - - - -- �O z Lof 87 >_I I_____ i I o o °' I o}89 I 3,b00 If 1-h rDus Bloek Val W 60MJ � �----I I_____[ I--- - 1.8"xd"DI Tee(MJxFL) � � _- -- _ _ __ __ ___ _ W � `0 I a v a ____ 9( 13,0., L0182 LO18 ' i �I I-__ _I I--1-d'•Dl Gare Valve IFLZMJ)__� I_____ � r_� ~ �M'O 3,600 If I. 3,600 sf 1T3,600 Blocking W-1601 O SII� 5�9f Lof 78 LO1 Tee wThnat Blckin DW Spool60 _____i Ir____ i__ / Lo173g( Lof)72 O}71 OOQ _ ___ l� Lo17I I ve.N.E.2 ys158 Lr�e" _ _ {Y� __ -- OS-983 �_ ?Thr�ls Blocking(W-�6)MJ) 3.600 sfI 3.b00 sf lPlhase 1 36�o L 069 LOf 68 3ZB&sf 3,600� Lot 65 }63175S a91H tlranBW-01 I I I I 392- z Tee o _ 1. FL) 112 DIG t Valves FUMJ' ` -'r r� 1 1 - ^�+ ' - f- - r -- __ _ - 600 3,600 sf 4,500 1 oiz Akl pto ) Lot 60 IT/�o 79}h A 02+09[2 L-� D1 _ 3.6@0 sf 3 Lot 67 I 1 - ° _ \ - s .600 If w/5 t r/�9 ee , Gate I y 8 DI 06 1-B"xd Dl tee(MJxPLj 3,600 s1 �}SrT4jI6�{_6 1-8 xl2'DI Reducer V (FL) V ss - r St AF - y w - - f 1-6'DI� to V1I FLZM/) IA 1)Tee(MJxFL<FL)� 93 L 1 _ r \ DI r' w ,56 LF B.. 11IIGGo III D 1 Thrruus}Blockn W 160 - - - - __w/ThrvSDlB�kll (W 160) _ I Th2-9 Ds Block g(W-160 I Gate Valves JI y\ } Ire FH 171st Sr NE 2+07.31-51 - - r Tee y 32 F8"DI 400 I'� \ O �3 iI O is ,-5-)5^Hrdront(W-a10) Phase 1 1$"Dl tee lMJxFLZFLI _ y 0 o Lot 90 w/"X S-DI Atlapror 2-8"DI Gare Valves IFLxMJI p - - - _ yw s O 3,989 If 1-8'x6"DI Tee(MJxFL) Lo193 /Ot P II Y '1-Thrust Blockin W-160 11 gl{I - i�T 1-b"Dl Gate Valve FLxMJ 3,600 sf L0197 e ( ) I(F - v 3,6W si 3.600 sf 3.600 sf Lot Lo}99 TIN _ _ Temporary '"' 31 LF b"DI Spool 3,600 sf 4` W 3,600 If 3,600 sf q Of 100 (o} 01 -_ Blow-off /� 3 n I woff f ., __ 1- r l I I w Thust Blockin W-60 - - I / Laf 102 - 'OI g( � 14,050 sf °.r (a 1pq ' Tee Tem Blow-Off}o be � W-180 III L � L}10 porary _ p <rem o 3 porary A.s q•I,� I O Tee 3,600 sf 3,600 sf Lot 105 Lot 106 (ot V07 1715r St NE 12+53[-b Lt] providetl a Phase Line ,0157 = c0 r r dI'C /// ` W--_I I_ uw I__ _-I I_---i _____ LI I-BaDI ee MJxFLxFL �s 3.600 sf 3,600 sf 3.60 sf 3.600 sf 3,600 sf Lo1110 Loft 8"D1 Gare VJaFves lFLxatiJl \ where required(typ) , y [ I __ h \ \ ) O ----- _ Ra 3,60 f Lof 108 4,019 sf i98 �w o _ 9 0 ZE Bg J32 pa `" - -----I 2-B DI Gate Valy slFlx�1J1___ -_ 3,600 sf 3,6001-thrust BlockrnglW-140) 364114 LoI$ Lof 116 LO}1171I - F F nt 1 \\ / 4� 3,610 sf 3.600 sf 3,800 sf Bend M,69,f,__ _ I-Thrust Blocking( 1) \ + i_- a_ _ B e 3 II o O RdB DI Bend MJxMJ o_____ - \172ntl St.NE 119+71.21291] -- - --_-- ear ( I ) Y L `w _ h� 332 Ij _ _-_ _ Road C43+23.7P-51 I-Thlusf Blockn W160 Loft Lo14 w/5"Sforz Adaptor g NGPA 91-_ 1 r I_ _ 7-5-Y,•Xyarant(w-oto) o F '1 TroC1997 's 4,198s II ,177 sf - Y 1 5Y't_Adl(W O10) __--_r 5 t Atl for v d 6II I 10,266 If �4@ I 1 / i 1-8'x6'DI Tee(MJ%FL) --- I_== 1 'xd"DI Tee(MJxFL) I LO155 - o Lot 600 - I I---`� 1-6' I Gate Valve FLxMJ I � Lof3 Lo15 __ 0 0 \�1 3,b005f 3.61.. 3.600�;1 Lof Lof 12 1-6 DI Gat PooV.Iv.FLxMI 1 L S ( �__J 3,600 sf Lo as I ) s2 Lo}130 Lof 128 �g(9F-10)- -I - I� Lt 4 ----- I---- --� - ( oo - l- of 1322 LF 6'DIS I ) LO}131 w/Thrust Blockin -6 I __-_I r _ q.053=w/Thrvs}Blocking(W-1d0 3,600 sf of 127 L f 126 0 5 Fx f z z D '•> n ,,, G 3,b00 sf 3,600 sf Lo}125 LO}124 Lo}�23 Lof 122 I �,600 sf 1172ntl St.NE 127+d6.31401] 0311612026 o 3,6 Osf f 121 Lof 1R0 Lo1119 Lot 11 I I _ ad A 18+ _ b \�� _ � � 3,642 sf 642sf 3.615Isf 3,600 sf 4,050 rt i I w/5�5royrz Adap O70) \ DI Gate 3,600 rt TYPe 'R� 45 3 L} 'DI Tee(MJxFLxFL� I I A 53 11-6"DI Gate Valve(FlxMl) - 22 LF 6"DI Spool 2$" ValvW-I60) JI 16 LF 1 _w/Thrust Blocking(W-ldo) /I-Thrust Blocking(W-1601 If I 386 ! __1 _ _ 1 Tee pg0y-0D/-011-0D 39ti _ J 1 - - __ -- + 6E Road B 33+95(-3 It U ry 4� 4) 4 r H dranf Circle �l01II 191hgAe✓�e,N,F, Temporary Blow-Off to be 3 1 y - - - - §- ° 1-B,D Tee IMJxFLXFLI e i y y I Aninglon WA 9B723 detl at Phase Line I I ) -'rT�---- (NP Provi 6 -_ 2-8"DI Gofe Valves FLxMJ y�S 'I-$ _ .203 sf 36 Os7 Lot°I39 0 141 r 1-Thrust Blockin W-160 S Q}g where required(ryp) Lof 138 - - - - 91 I I Lot 0 f 3,600 sf L L f 142 p _ ,600 sf 3,600 sf a'600 sf 30 sf Lot 143 Lot 144 Lot 145 r Lot 146 I m w O O O O I O I II I I �C / 3,600 sf 3,600 sf Lot \8 L�ffO Loi 151 1 Road C 44+41 4 L} 3,600 sf 3,638 sf 3 638 s 3/621 sf 3,b00 s2 3,937 rt -1 u Z Bed 3,613 sf 1-Thrust Block I W-I60 U 3.._ -- _I --- -I --I orise`^ Oio,¢»»y O sf aUnn��Q I s O _I 1-II°8"Dl Bend MlxMJ I-_ 1 I IF Lot 50 I ----- WATER NOTES z oz 1. Y.^xyar (", 398 'as `- -- -0 2 --I51. All work shall be in accordance with the a ovetl Ions antl cunent edition of-he Ci of Arlin ton stantlartls antl w 53torsA a forspecieca-ions.Any changes-o the design�quirectyapproval. ty g w 18'kb"DI e p xFL 400 398 / _2. All materials shall conform-o the City standards and specifications antl shall be approvetl by the City Prior to Bend 7-baDl oolVe(FLBMJ) h ? \ j'ool I--- I_____I�,_____ __ _ 4 408delive to the job site.Material submittals are re d antl must be a , -o schedulin truc-ion N Road A 20+54-I Lf 25 LF d"DI p - _ 02 \ Lot 154 TDfl- _ ¢ delivery 1 quire approved poor g a pre-cons [ I w Thrvat locking 160 �I a 406��\ / Lot 48 \� N conference. 0 1-23°8"Dl Bend(MJ%MJ) / g(� ) I'--- FH 4,005 sf N 1-Thru5l Blocking[W-I60) of 71 LO)1 `-j Road A24+]6.8 1 I hy.5, `02 3,600 sf � I 00 o•H 3. Water mains shall be cement-lined ductile iron pipe class 52 unless otherv°ise approved by the city. 4,0 0 sf Lo}168 I I I I "p 4 o •\� 1 11 3,600 If ILOf 167 1.5-)'e"HytlraM(W-010) sy O Q 3,600 sf Lo-166 O 4. All service locations shall be field approved b the city to installation. �� - 3,600 sf 3,676 sf Of 165 j w/'x Stors Atlapror O O („) 3 Z pprove y ty prior O 3,600 If I� Lof 164 i O'+ � I I I I 11.8'k6"DI Tee MJxFL L 11 5. It-80G-contras)48 responsibility to locate ontlergrountl utilities by calling one-call underground utility locator / '� O. en 911 sf 1-22.5°DI Bend(MJxFL) 4,005 If Lot 47 pp 'p rn a (1-800-424-5555)48 hours Prior to construction. CL 3 _-_- �Bp - Bend9MJrJ•AJ)) -I 1/Thra^stDlBl k'In W-16o)^ • 9E 7. The pip e installed y g e grade profle wherever as required by OSHA and WISHA. o q4 I-Th sf BIockin W-160 /-I w pee Al / \ Lot 46 iv R Q Z - - _ _ Road A 24+7$(-9 Lt] 1-d"DI Gare Valve FLZMJ I 3,600 sf V/O y on 6. Adequate trench sheeting and/or shoring shall be provided by the contractor Bend 9( ) 410 _ (�h �l 3 II 36 11 b inches 3 feet posse p 3 A 21+21[$L}] > - s0 w - o e shall be In talletl b following the finished 'bee.The depth of cover shall be - B, O Z F I Road typically I ),and may be up-o 60 inches(5 feet)with the approval of the city engineer.Water mains I-23°8"DI Benatmi J) s ss w 16 1 w of 161 i>> 3,600 If fO Cntle�'a Stare for County)highways shall meet the minimum cover depths required by WSDOT for Snohomish 11 I-Thrust Blocking(W-160) 3,911 sf --- -- 8. Pipe 1 deflections shall not exceed one-half of manufacturer's recommended maximum deflections.Bends CAPA - f cal r0 pe join pipe menu is _ Bend I-Z may be requiretl-o maintain proper water main alignment within easements or public right-of-way. Fact 99 -- - - _ _ fie Lo}160 i Lot I S li of 157I Lot I S I Road B 36+70_[-tj J ,4,O 4,174 sf Lot 19O 4,548 I of 159 3,943 sf 1-23a8' Bend(M1xMJ) F 9. Water main shall not be placed under sidewalk,curbs,gutters,or any permanent structures without the prior HL-t - __ )> 3,943 s!li 4,440 pJ w approval of the city engineer. �1 4.544 sf Loi 21 }22 1-Thrust Blocking[W-160) ? w 3,840 sf Lo123 3 612 sf Lot 24 Lot 25 ~ _ - S T„ 10. be connection to and city water systemi allowed until the new construction passes pressure and purity tests,and has Bend \3,601 sf 3,601 sf Lof 26 Lo}27 f \W _ _- -/I `"-�__`s /""I O Z been approved and accepted b the City. 3,601 sf 3_Tj ,658 If j Lot 28 \�I Z II RThdr BA Blloc�ind(MW Ig60-'�--___I I___--I� e iyn, 3,600 If e'3,824 sf go909i�x / ` / 3,947 sf %172nd 5},NE 127*51.1 pprove P Y ty. !____ O ;m i i10}30 > bd[F" I1.2W St dram-51. O 11. Prior to making connections to the existing system contractor shall fieltl verity the location,depth and material of 1 o J exi:nog water main:at Point of connection. 9 I I I_ 17971 o. 12. All water lines shall be a minimum of 10 feet honzonlal clearance from sanitary sewers.When water lines cross sewer 'jp' N�°29"51"W •� ----- _ 4,093 sf B 0/ w 0j I w/5"Stoa Atlapror °) f � lines,the minimum vertical clearance shall be 18 inches. °w+ 3°.25 --- _ ` / o M w v kd"DI IT MJxFL ,( j [[J 3 956 st 71,DI Gare Valve FLZMJ 13. To ell the main for flushing,pressure and purity tests,re contractor is required hr use the approved meter and ticva. p Bend ( ) < y pen post prevent p ge g ti \� Road A 26+28 7 L} \ 7vLF d"DI Spool �/ The hydrant shall remain in the full n -ion to 1 backai hone through the pies hole.After successful [- I Q testing,the contractor will fie into the existing system,using disinfected sleeves and spool pieces. �`7-23°8"DI Bend(MJxMJ) � _ - -'� -` /Thrvat Blocking(W-160) > city operation. you representatives City operatea elP/a ed \ / 1-Thust Blocking(w-1 b0) _ - -- --if 14. Thecontractor hall contact the for valveo -ion.Only authorized re tatives of the Ci L ^^ ``�� 32 - _ valves in the City water system. \- el IT& oo MP `�Netlandtdv73uffer3,991 sfI c� 3 Z nin \ (2nIficm merit �� Lor 33 �/ Lot Tee g 15. The contractor is hereby notified that,since filing and flushing will be done through a cross-connection control g {�Plantings LOf 34 •I L 35 q,190 s 0137 Road A 28+98 r 5 LrI _ tlevice,low velocity flows may be encounteretl.Therefore,every attempt shall be made to keep the pipe clean S]eDh mod' LO o / / Note:Bends may be omitted w ere pipe ,Oq6 sf ,769 sf 4,190 sf 1-8"DI Tee IMJxFL1FL( 111 during installation.This may include swabbing the pipe with chlorinated water. \ Ca cJL �.' >� installation does not exceetl ma fac-urers _ 3 a P ) / �u 2-h DI Gate Valves 160) )\ v 16. The contractor shall perform temporary I erosion and sedimentation control,dust control,noise control,and traffic q \ 'r deflection limits INPI 1-Thrust Blocking[W-160) O, i pe porary sot - 3G"k, - D-DD 01 yy 3 control as required by the City or other applicable agencies. GegB l//fin/ O / � � --- -yl' ---- 4/0 gp7q sf O I O � 1692519/h Ave.NE \ _ ° L I"Combo Air Vac, N m 17 Ctting nd patching of road ways shall conform to the requirements of the rlghtof-way permit of the City or other \ AMg/on,WA 98223 I \ / I __ ` a) applicable agency. ` - Is Lo}40 > n 18. All in-line pipe joints shall be restrained with field lock gaskets. WCL�a![Lt C / \ � Buffer 3,676 sf - V N /p\9Y/// I I Enhance�y� - o - 19. All fittings shall be restrained joints and have thrust blocking. / \/ l./ \ \ \ Plantings �J 'b - AQUIFER RECHARGE/ B Wet or I ; ° O ^� a of4t y WELL HEAD PROTECTION _ _ - __ y { V 3ssosr Law,Over100 ° 9a -J ' b�D (D \o } 321,034 s TracT4If II w C7 5,489rt, "/ S SOILS I +II Tokul Gravelly Medial Loam; x Hydrologic Soil Group:B Buffer McKenna Gravelly Silt Loam I Enhancement Q Hydrologic Soil Group:D - J Plantings I ° Compact Fill Area to 95%Modified Proctor I ° 6colegadA egg \ o -\ �/ /V 'I i \ �'`� � CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 312s2 1-021 CA PA \ G { THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS 687579 Ave.K -_/ _ T ci 999 _ PER THE CONDITIONS ON THE TITLE SHEET. of o°;d , Juson ma, I1 C40 C51 BEFORE YOU DIG trig/o, Acs22 �i I- 32 0345f - By; 22x34 1 800 424 5555 0 60' 120' DEVELOPMENT SERVICES MANAGER WATER PLAN X DATE: 26-0104 Scale:1"=60' THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. Z - omnto Residentid T Low Capacity I I I W a P (RLQ I I I I I \\ w a sp o s _ a"P _ r - - - -aim- -- - - --- - - --- N o392 - 'S9,ti rvr- T 127T4 __ __-� 7/5'tS 396 P,V -- _-_ 3 r.. 39 N Q O� a R9 9 >a'F � t O so � LO 0 0 6,0 s on o a otBe Lotab �� 1�OCDIx00 0 of 89 of 87 I ,500 sf 3,600 sf 3,600 sf 3,600 sf LOf 85 Lot 84 Lot 83 LOf 82 �• � fa I____; I____ I ____I ____ � �� r-� � ~ co -_ m 1 3,600 sf 3,600 sf J n Lof 81 4,500 �. li I jOS-983 3,600 sf Lot 77 3,600 sf 3,600 sf Lof 74 3.600 sf Lof 72 Lo171 Lot 69 _-- -_I ---- 04 o a � w � � M __ I � Of 79 LOf 78 3,600 sf Lof 76 Lof 73 r6W]fI_____I xrd s OO__GO+dOZ - 3.600 sf Lo}70 �3600 sf --- ----- ----- ----- Lof 66 Lot 65 3,600 sf 3,600 sf 3,600 sf Lot 6 Lo}63 Lot 62 Lot bl Lo}60 Lof 59 Lof 58 RUOS 99 I 4,500 s 49 Phase � i 06 3,600 s( 3,600 sf 3,600 s! 91600 sT 3,600 sf 3,600 sf 5,882 sf I 6C0 -- o l.. W .O Og2s I - I _ 'If all 6�0 z R 5- 5 Lof 90 Lot 91 Phase 1 j 1I I lY LOf 92 - -Man i 567 Lo193 MH 101 3 989 sf 4 - Lof 9 I o 3,600 sf :: 5„ Lof 95 n - _ I 3,600 If 3,600 sf Lof 96 Lot 97 S 3,600 sf 3,600 sf_ l Lo198 Lo}99 - 0 G.r• - - W 7�ii o 3,600 sf �I I 3,600 sf' j - 4 m I 3,600 s! of 100 - -- F 3 I -II 9,600 sT a I Lof 101 Let 102 Lot 103 I I - - -- - - - - I I � a 32\ �. n ceN o v _ __-__i ________ --- __ `� M 3,600 sf 3,600 sf 3,600 sf fLo1108 Lof 109 LO1110 a „0 ZE 4,019 sf �I' I Imo 14,OSOsf 3,600 sf 3,600sF 3,600 sf Lo1104 Lo1105 Lo}106 3,600 sf 3,600 sf Lof lll� ^)Lof 114 Lo1115 I , I� s z w Oft 8° a �s ___I I__ __I _ I I_____I I--J 3.b00 sf 600 sf 3,600 sf 3610 sf 36441sf' 3,644 sf 3,610 sf -3o 00 s6 38001sf� I Lot 57 I I� 13�� J _ I yI __ 3.909sf - -- -- ----- �_ = ----' --- Lot 56 �� Rs Fp 3,600 sf I°Po I. CAPA � Lo12 - I I I Tract 997 x x c 10,266 sf �� ///i .177 sf 600 3,600 sF 3L��f 3L600 sf 3,600 sf 3b00sf 3.b00 sOf Lot 11 Lof 12 II of 135 ILof 133 -___I ____ 36005f ' 3.600 sf 4,049 sF I j 4,053 sf 30600 s� Lot 1 sf Lof 132 Lot 131 30�0 Lot 129 I I --- _-_I Lot 126 I ICJ -- --L i l ainZ �0 a 2 4.3 Lot l22 Lot 121 Lof120 L01119 Lot ll 3600� t 03/16/LNG=� o I 3,600 sf Lot 128 L 600 f o o o a I 600 y 3, x w _ 3, Lot 0sf I ' 2026 _ 3,610 sf 3,642 sf 642 sf 3.615 sf 3,600 sf 4,050 sf II � I ul TYPe Nr - 'S 3A 3pp �b � 39n � _ I. _. °N C.) is ,i i �gQ6-0DebieoNem� <' v a � n> o v��'a -- - II PI i _ AFglo2 WA 98223 ,j80 I I$ 5z I � N pp 11 n�4 --I _ _ •'�'v JI 3,61i sf U I° W e -^ ILof 138 - - - - - g��T--- Lot 139^ - - I - s 3 -,Io ^ - d - 4.203 sf 3 600� Lot 144 II i / � ` 0 3,600 sf 3,60o If Let 141 Lot 143 Oe i I Lo}51 I i I 3,600 sf Lot 142 e 3,600 sf 3,600 sf 3,600 sF Lot 145 Lot 146 Lot 148 L t 150 f I51 " 3,600 sf $ a g`°w 0000 5 Il 3,600 sf 3,600 tl Lot 147 Lot 149 a U u z 3,600 sf 3,600 sf Lot ILof 152 LOt 153 _ rp p� U 3 al 3,613sf 3,638 sf 3I638 sf 3,621 sf 3,600 sf 3,937 sf O� - -- +`^ w<QQ»»y SEWER NOTES _ '- -'�'---- ---- u o o a I. All work shall be in accordance with the approved plans,and current edition of the City of Abington standards and specifications.Any changes to the design requires city approval. o b --I 392 n o ----'I ----_lo I____ li 360 2. All materials shall conform to the City of Arlington standards and specifications and the material submittals shall be approved by the city before scheduling the preconstrucfion R sf 394 _I -- '�I --- _i ,II�,,�E _ I li tiTag 3 conference and before the materials are delivered to the lob site.Once the materials are delivered to the lob site the inspector well determine if the materials were manufactured to meet the requirements of the city of arfngton standards and specifications before the materials can be installed. ZI- Lot 49 -I W 3. All sewer ma ns and side sewer stubs shall be field staked for grades and alignment by a surveyor pr or to construction.The construction stakes must show the station and offset to the 3,600 sf Ia alignment. 7 - w O LOt 1$4 Z I _ 4. Theo he Airington wastewater division shall be notified a minimum of 48 hours in advance of a fa or connection to an ezkfin sanitary sewer main.the inspector shall be resent at the - - - ty 9 P 9 rye P P N j -- I I time of the to or connection. - --4 - 4,005 sf P O I 1o148oil h R w S 5. Gravity sewers including side sewers,with 5 to 14 feet of cover shall be PVC ASTM D 3034 SDR 35.Gravity sewer mains with less than 5 feet or greater than 14 feet of cover shall be ductile 4,050 sf Lof 170 Lof 169 Lo}168 - poi 3,6W sf ,�O, 09 _ ke Iron pipe class 52,or c-900 pvc.If ductile iron pipe is used for sewer,the pipe manor shall be epoxy coated Inot cement-lined). W1 SS B- 3,600 sf LOt 167 _ - �-�� 3,600 sf Lof 166 I I� m+� 0• O 3,600 sf 3,676 sf ILof 165 55 f C () 3 z 33 R 6. Pre-cast manholes shall meet the requirements of AS C-478.Joins shall be rubber gasketetl and grouted both inside and outside of the manhole per City of Arlington standards and �ggA3 ) y, n�/m n I 3.600 sf 3.722 sf Lof 164 I LO1155 I 1 --I li �i• .tiT ti 0 specifications.All lift holes cut through the walls of the manhole shall be grouted from the inside and outside of the manhole to be watertight.Additional waterproofing may be required. / 3.911 sf j/Of 163 4,005 sf Lot 47 - 'O Es a - - n- 36W sf I �410 o a r, , � o op I 9E O Sfi0 - C Sx 3.911 sf W i i 7. Side sewer services shall be PVC ASTM D 3pe.SDR 35re n flexible gasketetl)ants.Side sewer connections shall be made by a rap to an existing main or a tee from it new moon 3 -' ------------ ` connected above the spring line of the pipe.Wyes are not allowed on lines 8"or larger.Side sewers can not be installed under driveways unless approved by the city Inspector. 136 05-986 �- _ _ Lot 162 r� )- -I k�v �ry CL Q 3 B. All sewer hall be installed with a continuous tracer to 24'-48"under the d finished sub de,or as directed by the city pipes tape propose gra ty inspector.The marker shall be plastic, g92 Lo146 7�p Z C) Z O / non-biodegrad le,metal core,and detectable,with backing marked"sewer". - w N� i o1161 I 3,600 sf lot � !fO 9. Side sewers shall be installed by the developer and coordinated for clearance with power,gas,telephone,cable,and other utilities.Side sewers shall be a minimum of 10 feet beyond __/ r 3,911 sf ---i j------ ---___ - -ate property lines and 5'beyond any easement. \ CA PA N _ I.. : n N 10, The sewer pipe shall be installed starting from downstream of the point of connection on the existing sewer or from a designated starting point.The sewer pipe shall be Installed with the rac}99 _ - -- - _ _ _ Lot 160 j Loi 15 li of 157 Lot 15 "M nh a Lo}45 '1' J g+O bell entl upstream. 4,174 sf __ 4,107 d Lo119 Lof 20 fig, 4,548 / of 159 3,943 sf 3,943 sf 4,440s __l I Lot 21 Y 42 f 4.544 sf s I I II 11, Adequate bench sheeting and/or shoring shall be provided by the contractor as required by OSHA and WISHA. I � 4,1675f f Lot 22 'I 2 a) 3,840 sf Lo123 Lot 24 t _ �i id event Bing in y existing system, plug y city plug 3,612 sf Lo125 LOf 26 I � � - - as-7 '�_- "� I O 12. To f water from wet s r e the th's exisfin tem,the contractor shall install a lu the connection manhole or as directed b the cit for.The lu 3,601 sf .�; _ _ _ Z shall not be removed until the sewer is accepted by the city. 3,601 sf 3,601 sf 3,658 sf 3,600 sf 11 3,824 If 7 M1" \ _-- - __ - "-Cie / Lot 44 I g 0 ry 13, All sewerlines shall maintain a minimum of 10 feet horizontal clearance and a minimum of 18 inches vertical clearance from wafer lines.See standards and specifications for additional `____ a > m o o' Lot 29 i �'\ 3,947 sf h ,yi_____a ___Iw "r ip ? el 4,190s / /' I . O Q requirements and alternatives, " ----I I____ I_ m N - 0 CL 14. Pipe bedding shall be in accordance with the City of foundation, oAiringtondata standard Ths shall and hide n standard specifications.trench minus manufactured clean pea gravel is the required bedding �i w°29,"51"W,/ 352.25 --- 4,093 sf P and col.All pipe shall tiered on a bpropertyedding mat prepared frm grade s This shall include necessary leveling of the trench bottom or the top of the foundation materials as well as placement g Lot 43 L U and compaction of required betltling material to uniform grade so that the entire length of the pipe will be supported by a uniformly dense unyielding base. " - : L 3,956 sf I ` 15, The contractor shall compact trench backfill within the City right-of-way to at least 90%maximum dry density from the bottom of the trench to a depth of 3'below the surface.The trench �( LOf 31 �M - 5 backfll must be compacted to at least 95%maximum density within 3'of the surface.Asphalt must be compacted to meet the requirements on the plans.A < 3,991 sf i i - - -- _` s� I LU a erPla ed %of 32 -- - --I -9; B et hb, oodp MP '� - - "' 5s �Vh�h Z Wing. 2phan�s CA PA 991 sf of 33 of 36 I g {7 9s / 3,99I sf I Lof 34 Lof 35 0137 F nP 0 O 8]enh Uld' LO S Planrin x i 4,190s I a a Cap it C.'� 14,046 sf li 3,769 sf 4,190 sf r 7 Q O Lof5 3 a 'r' x - 3,735 sF�/i L B 3ms26-V1-020-00 ---- cegenraunf O / 4/0 i of39 O 16905Y9/h L- \ \ A�•gfa2 AWe9 3N22E3 a k/ Buffer \I 1\I Buffer ! = II -a)N ds Wo/ndC estoatin PCeno}tion Lot 40 ngs 3 676 sf Cr CAPA E an.- Plo Pantug AQUIFER RECHARGE/ - Restoration oobn L WELL HEAD PROTECTION 3,950sf CL Low.overloo mQywa Lot 42 f �o '� j C'7 5,489 sT iJ SOILS I - Tokul Gravelly Medial Loam; Hydrologic Soil Group:B O McKenna Gravelly Silt Loam Buffer x Tract 999 T Q Hydrologic Soil Group:D - �1 o Enhancement 1 y Compact Fill Area to 95%Modiflad Proctor Z Plantings I Wetland A I O/ a V O -\ Q f_I ' CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 37os2 /-02/ x I O THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED BUSINESS DAYS Ib`Hll9 Ave.N N T Ci 999 PER THE CONDITIONS ON THE TITLE SHEET. of Ndf/ 3�ro� ma/ CAPA C41 C51 BEFORE YOU DIG �� sm2 A9s22 �i - - 32 034sf By: z2 as 1-800-424-5555 ul� 0 60' 120' DEVELOPMENT SERVICES MANAGER SEWER PLAN DATE: 26-0104 Scale:1"=60' THIS APPROVAL VALID FOR 18 MONTHS RANGE 5 EAST,W.M. e A PORTION OF SECTION 25&2 TOWNSHIP 31 NORTH, n ' j Phase 1 - --------- --------- Phlasell �� y_. OI I e se on °'3A2 g M Q n � i i a a i � � 3A6;�', 772rAve.NEETST 11200+50.00 336� v U Cl) �5'Pl °s ear,Enee oo ___a-__a___o___ _ _ Z(V 9 ° _ ___ _ __ ___a04 a a _ ___ _ ___ _�" _ __ I i 9 --axo x o- xo- --axo---axo---axo---axo---axo---axo---4Wa-'i - 'vaxo _ ___ --- 9 Ave.N.�'. � a a ��/77o7Ba7�z a -Q, oo� axo a o d axa xa axa �r dxa �P a a axa--- ,I I- - -- -dxo-- axo--- M-23 �' SSP 076 _ >Q 1- LO ax axo___ +D xo---duo --d --auo--- -a __ __ _ axo___ a _ a"g-1 '06'E 35co-26 sa9 �O /13 BLF B' a 20 / IU 1- 0 10' n-ex/urine U/Ti/yEo—en! xo 3 A� IMerse n '6Dry 48MManhole - leanout /� O �M perAFN20C/022S009B a o ' -- 791h A .NE.,STA=202+15. 04 M� E/o/et At-Bul/P/ant Iasi �i �` I ,5'� 00 Q i o ' n_os_ 1 'p 171s t NE,STA=0+00.00 as-�- -os--- as---°s---os___ -as---OS-� -as---OS'--cs -as __ 9J _ � I � 00 i I S G E Ulr'Pak ' g d I - H - axa e o ---ax --- aa axa-- Z o --axo--- --- o---axa-- o___a� a---axa-- -t-a j" - xo- -xo ---a o o---axa -axo- axa dxa - po o xa axa -axa--- -axa ---axa--- ao dx ap axa---axo---dxa---dxa-- a---axo---axa dxa___ a axo- axl axo-�xa J — —— — — — — — — - - - mad-2r -moo SSMxon a � 0 30' 60' CDo 48"-M hole w/OulsltleD O C a �' �MNd� / ssp•'n,00p5 E�"� � 6 ;79TH AVE.NE SEWER PLAN = B"Man o/e obe�p/oced/ da ppa/1 = _ Scale:I"30' o I rr I ---ax - - axo-�u� c�axo---ax ---axo -a' --axo- '- o -x6 0„(� �W T 0 o ax a N E 3 0 0 F 3 T i +--- a0 --axo---aHo- -axo---axo--- uo---dxo-- iSa---dxo--- ---axo---axo- -duo--- -I- --- 9- z 60 36 Existin __—j—=__—__----_ —_ J i _ g sewur mom - I___ - egAlbyposs I ____________ ___ carrsgH2tion-axo___I - {xo _ r 350 350 u 20'E gWo!Eo emen/ � I i Ii Desi n GroundH ong pipe cente Ine ` 340 � End of Road 340 FSSro�AL"�0�� 3 \ o --__- - ! ------- - ---------------- I 30 moo- 33 - - - SSP-24 SSP-076 I � p 68 LF 8"PVC S=005 335005 076 SSCO- 1 ` W I F SSMH-23 SSMH-24 ea 3 p I I 48"Manhole 48"Manhole 8'Clnout t Q N 79}h Ave.N.E.200+56.50[I I]1st St NE-0-03,76[8.9 Rt] 791h Ave.N.E.202+56 89[4 0'Rt] y i d I E a I im=337.92 RIm�36_70 ..� A I Rir,-43y _R 320 IE(8"SI In�26.56 If(8"E)I-327.48 2�^ 320 Q} If(8 NW)ot=326.46 IE(8" In=327.4 If 8 NIout=32],38 JwO CI m O O Z Z 315 315 OO _ n ai<a 2 0 �.. L 11 I' 0+00 1+00 2+00 3+00 4+00 � ��11 I P yl 79th Ave.NE Sewer-PROFILE Profile folrelows pipe centerline. SCALE:Harz I"=3o' y N �,o Structu stationing per alignment named. (3:1I Vert 1"=10' W z �o I <al 3 z as i SSMH-20 { I L W O J 48"-Saddle Manho I 3 lZ a N N v`i O Ap--^4i I _ 0 [L 3 — _ r' I J n 0 o uMrr-Bsi z Z I ¢ J N SSMH-23 y (L 0 1-a JSMH-Bdl 48�'-Manhole 350 a8'tir hoe 350 W c 1721dJ/Nf 109+4607(-/967'Lt/ c Rim=3B29B -- --- -� -� IL /E/B"N/vJ2J1/ —----- � SlMN-bSl --- LU 1 /E/B"W/o t3216J JB"Monho/e/o be 11,axed ` g Z Z 340 _ /72nd.f1 NEI/+01 -197'L9 SSMN-65B - 340 U Q R 363B6 4B"Monho/e/�o be mp teal LL-1 a' ____-''� /E/B•E//a3/ nzds�NEn/,Bvs/ rLl 3 >1 Q Rm="NZ71 i - /f/8"Nf/inJ3317 O rn /E/B"W/n f23312 N m N v 330 330 o m 557'733 Approx.Location of Existing S wer Service s 5_p 116 to connect with new sewer ain(typ) SSP-22 SSP-23 LF8"PVL SSP-21 91 LF8"PVC 5-0005 — 209LF8"PVC S=0005 LF8"PVC S=0005 N a SSMH-20 SSMH-21 14 SSMH-22 0 c 48"Saddle Manhole 48"Manhole w/OutsideDrop 48"Manhole L a 172nd St.NE 109+79 04-19 8'Lf I72nd St.NE 111+87.75[-196.2'Ltl d 320 J- 6 lid St.NE 112+-94 50 I- Rim=335.22 Rim=343 74 32U IE(8"E)in=324.05 IE(8"SI,,=125.19 IE IS SE)in=326.01 w IE(8"NE)In333.18 � IE(8"W)out=323.88 - IE IS Nut I o =325.91 315 315 0 `o a 0+00 1+00 2+00 3+00 4+00 4+82 Offiste Sewer Connection-PROFILE scALE:Haar=3o (3:I)Vert I"=10' CONSTRUCTION DRAWING APPROVAL SHEET THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED C A VL n of C51 CALL AT LEAST 2 PER THE CONDITIONS ON THE TITLE SHEET. BUSINESS DAYS 22x34 BEFORE YOU DIG BY. DEVELOPMENT SERVICES MANAGER 1-800-424-5555 DATE: THIS APPROVAL VALID FOR 18 MONTHS 26-0104 A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. o W Lot 89 Lot 88 Lot 87 Lot 86 Lot 85 Lot 84 Lot 83 Lot 82 Lol 81 6„ _ Lot 79 Lot 78 Lot 77 •t 76 Lot 75 Lot 74 Lc u/ U S H- O W Y e•'M nee Z Cl) x ' N ""r""'" Phase 1 Phase 1 171 s15fN• I+60.22 I � Road D,sA 9 so.00 05-983 o efh pLO epfh 6f Ohl' ePh6ft _ __—_ th lL 4AIL� —__ Death I _ 0+74 ep h6fl �QP A I F emenlf ' e R 1[ f 4334f- e fh bff 43.9 If 1 b 0+9s� _ _._— 43 43A-If e fJf I + 1+1i +� � �+i 1 1+00 I�1 pfh bff p 6f e th bff }h 6 6 6 10 Ut bfy E p ep}h bff epfh 6f epfh bff p 6f e, Q r IS'side alk v O H �� 5'Pla ter M � ro � o W DedlcaE.q. aDi �Irow wInfersectlon L _ N50 a79fhf' m ^e N.E.,STA�02+1500 o fo. o o 'Pavement , ePara ion1s1NE,STABiss ss _� --- S 22077� ss SSP- s zz ss SSP-ss s ss z z ss - s s ss ss ss ss ss ss z s7 a zs oH24 ,0 6i 48' 0 5'Plan} SSMH-2 J d4 4 anhole x° o0I .1-,if 2d.B-If 6.0.1 6.0.Jf Al,If- 4..LIf-_9 — 2+37 - —-- 2+89 3+17 - -—- 0+10 0+39 I -- 0+67 I+79 1+,1 �epr�h 0 1 2 E 1L 24,2.1f 24-2 IlT28'7 If DeptFj 6 ep}h 611 Depth 6f epfh bff Depth 6f f ep}h 6f1 Depffr Sf ep}h 6H Depth 6f L p}h 6f1 epflj 6 e O 1 3i raeosetl Fire 1 0 RUQ bff �� Infers ttlon d Fir Hytlranf �O � I IersecNon 171 st Sf NE,S A 6+6.38 l ro6ose 0 r LLO p 1 r \ p0 1 I I It St NE,$TA= 1.2 Road A,$TA I6 D.00 I = r y th Dr SE STA 98 34 4 W 0 S �•O ° Lot 90 Lot 91 Lot 92 Lot 93 Lot 94 Lot Lot Lot Lot 98 Lot 99 y Lot I QO Lot 101 2 O p ¢ 0S-99 PIl la < 171ST ST.NE SEWER PLAN WEST/EAST D scale:o�-30 bo 6w4ST�� 410 410 U � sroqL�� W w 03/16/2026 2 400 400 LU FxBbhg SUM— LU o/ongpipe cenfe bne ______ 390 -- -- -- -- -- -- --- 390 v L Q N Design Ground o �`m along pipe centerline O <r g ----- rcrossing Water w m I1 380 - 380 380 - -- ssP-ts 1r1 o m 0000. w m v zzzz w Y z — - �rtca-eucsoo3a 380 p w Q -- _ w w w w w w IS" _- a U 0 0 rr rrwo:Q 134 LF 8"PVC 5=0.028 ' E W 3 SSMH-2 Z � ---- 48"Manhole 48"Manhole � 370 - 370 370 '�+m-st��2"""'--r '"� tr�e4 a2t¢a+t+t RIIEEI m" I 3 V 370 w9 . 41 )ir-374.30 EE(88'Sn78,10 O (8 N)out=3l420 E)n=]8.00Design Ground w L Z�along pipe centerl 363 ine IE(8"W)out=378,00 363 a ¢a 360 - 360 U 3 z Exir/h Sr/tote _ �yo 0+00 1+00 2+00 3+00 as/ongPiPe nie Ine -____ ----' ssP >_ t c 5`0°95 171 st St.NE Sewer East-PROFILE P tila fol o.:PIPe`e"ta°I"e. SCALE-Hoa r=3o ---- 32�LFg PJ Structure stationing per alignment named. (3:1)Vert l'�70' Q3 LU 350 350 0 z o J p SD-402 a ro O nN a 4 J -z _ dab P, d J O SD-432J ?a O ^ Q 340 __ 340 ® w Z ® o Q _ o O Q - p Q 0 3 0 o p z a ----pso-so3 p�sD-soza 2s o ° Z m 330 Q s CL 8 ----- 330 of o o SSMH-25 0 50'Right-of-way o I� 48"Monhole _ LILI 171 It 5t NE 1+54.7 t9.0•R11 SSMH-220 I [� o "✓Q CAL v Q p SSMH-24 Rim=348.29 48"Manhole 6" rl 18"Manhole IE 18"S)in=339.2 171st St NE 4+75.0619.0 Rtl - I 25'Right-of-way 25•Right-of-way L1J IE 18"E)in=339.2 - Rim=377.79 - 1 0 _ I f/� 320 - IE 8"W out=369,79 320 1 5' D O 5' g LU Sitl alk Land! pe Os' —I4•Travel Lane 14'Tra Lantl apevel Lane I 0.5' m Z ~1 walk I I 3 V) 315 315 I I >n o � 75 0+00 1+00 2+00 3+00 4+00 5+00 5+15 b"Curb �� 6"Cu 2 I 0 o 171stSt.NESewerW-PROFILE so-�lefollowspipeceniine. nomad. SCALE-Hoal'-30' �j � � � � (3 1)Vert 1 10' � �/ �� - 6"min.Cemen}Concre}a(typ)) V�+A� .� m 6"min.Cement Concrete(typ) 2"min.Crushed Surfacing Top 3"Class B(2 Liffs Required) 2"min.Crushed Surfacing < - Course,Compacted to 95% Top Course,Compacted m Density(typ) 4 ATB 171 St.St.NE to 95%Density(typ) min.2"Crushed Base Course Proposed Residential Street SCALE:1"=5' a CONSTRUCTION DRAWING APPROVAL SHEET THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED C`'F'j C51 CALL AT LEAST 2 PER THE CONDITIONS ON THE TITLE SHEET. J of BUSINESS DAYS BY 22x34 BEFORE YOU DIG DEVELOPMENT SERVICES MANAGER 1-800-424-5555 DATE 26-0104 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF 31 NORTH, RANGE 5 EAST,W.M. � of 66 SECTION 25&26 TOWNSHIP �� V Lot 62 LOT 6460 I o r i W Lot 73 Lot 72 Lot 71 Lot 70 Lof 69 Lot 68 Lot b7 Lot 65 Lot 64 Lot 63 M W U 2 00 06E '� O I y Proposed W LLI W Phas - y P ose F' t 0+18 - - 0+69 1+77 Sq 4 � _ _ _ —- '� ePth 6 Hytl C�n I t ' I 0+97 I+9 ,I' O �1+76 th 6ff __—_ q}7{fT'p'lh f_ 44A 8 2+36 2+88 'i W 4 y_ ro epih 6ff Pih 6ff eP}h 6R -....- PP P p 2 PihB 2+a th6ff -_-- e h6f I+80 e2}�I a f�ft 0+4g 1+26 ___ _�_ d4A Jf-_ ___ e >IJf �f— -- 3.S.If--�- If__ _ 43.6' -_ &0--- 6ff epih6 epth 6ff epfh 6ff T Pfh 6fY-- h $e 2 Pihb _ 5'Sidewalk W e o p O w _ W �M 5'Planier �•° w w - w �� 0 o O w w w w sy w w 8'Pav ent 1`'P.• - —r SSP-s170 ss v pop a SSPss-17 . _i _i _ SeParafi n 9' ss ss s SS-5 ss a ss ss SSP-16 ss ss s ss anhole - 1I : u ss ss u s s s L m I I 5'Plante ase 6f / 48. a ih 6H 4 Ma - 1+13 1+42 J - - onh a ase 5 Sidewal 9 1+4 1+99 2+27 0+44 ase 2 1+24 10 it E cement e i q 0+62 6,ZFIf-- --- 1+h I' ; I+75 t De f - 262Jf- �DeptLM -- 2-If- _ __— 26."__ ____ -lf +OJf— 2+55f 2,5y-If__ d Vs 3 4f - 262 6.2 ___ _ F4�f— a th 6ff ept ft ; Lot 57 II ep}h H' p tj 6f epih 6H p epih 6fl Depth 6f ep 6H Depth 6f a th 6ff 6 { epfh O W P se 1 co --- e z' Phas � I = o � I o Lon n n =Lot 116 m F 3 Lot t Lot 103 Lot 104 Lot 105 Lot 106 Lot 107 Lot 108 Lon 09 of 110 Lot 1 I 1 Lot 112 Lot 113 I Lof 114 Lot 115 � I Q VVVVVVC F o i I� kM 56'' < C 171 ST ST.NE PLAN-STA 8+00-15+93 0 3a 60' s. R 6 0 S Scale:1"=30' wns�'c�F.p'.„, y i C0 R 410 - 410 oS{NAL o �0�� F W E r/hgSurtace 031 1612026 = a/ongp/pe cenle�/ne y W _______------- Design Ground _-. -------- along pipe centerline SD-65z o SSP-170 i 390 SP.17 390 0 g SSP-16 240 LF s"PVC s=o.00s w m 300 LF 8 PVC 5-0.005 0000 u3w-- 161111 �� »»CV =d34 1r1 ilOoo�� ¢ 380 380 to 3 y Su w Z J SSMH-15 SSMH-16 SSMH-17 SSMH-170 n w 48"MOnhOle 48"MOnhole 48"MonhPle 48"Manhole Z 370 = HRH W8'-HrI oa�rrr�*sFtee-f9-F*H*r �+s+-rt 370 M F Rim=394.97 Rim=400.26 Rim=399.67 Rim'399.57 oT N Q IE 18"E)in=386.96 IE(8"E)in=388.56 IE(8"SI in-389,94 IF IB"WI out=391.00 rn r IE(8"W)out=38686 IF B W)ou1=388.46 IE I8"E in=389 94 Q 0: 363 IE IS W)out-389.84 („) 3 Z 363 N o� z 3+I)D 4+I� 5+00 6+00 7+00 8+00 9+00 10+00 10+78 CV w 3o W SCALE:Holz 1'-30' J 171st St.NE Sewer East-PROFILE m (3:1)Vert 1"=10' � �a L.L O m LY Q Q J g O mob lob ^W P Z IL a Q O 3 oQ o a ¢ Z _ spa / Apo oa Q J O O LL OJ _ 50'Right-of-way W ¢ � a C/L � v 25'Right-of-way 25'Right-of-way o LL.I os' I s' 14'aa�elLane 14'TnavelLane s' 1 0.5' 1 W Sid alk Land IPe _- = Lantl ape walk I Q Z w --' 3 F r y' O m jr�-� - I Curb �t� �( 6��Curt — 75 -i=' s V�,�� 7777 7L\.< �j��/ice/��/��//�� i /��/��/A�/A�/A�iA�iA� V� �A �A��A� � ��A��A�� A�/V�/V�/ /X 6'min.Cement Concryp b"min.Cement Concrete(typ) C y `0 2"min.Crushed Surfacing Top 3"Class B 12 Lif}s Required) 2"min.Crushed Surfacing < Course,Compacted to 95% Top Course,Compacted w Density(typ) 4"ATB 171 St.St.NE to 95%Density(typ) 6 min.2"Crushed Base Course Proposed Residential Street SCALE:1"=5' 0 0 a` 0 CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 HIS PPERSHEET HE CONDITIONS ON HREVIEWED TITAND APPROVED C44 of C51 �° BUSINESS DAYS 22x34 BEFORE YOU DIG BY: DEVELOPMENT SERVICES MANAGER 1-800-424-5555 DATE: 26-0104 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. Pepin Errs H _ Lot 26 W 50'Right-of way I I 1+7 eP}hl H U r C/L i Lot 168 heprh Eft ____ ___I O Z M C/L + g N 2S Rightof-waY 5' 0 5' I ;3 00 a 2.3 If I O P N 0.5 Sidewalk Landscape 8'Parkin 10'Travel L Landscape Side 0.5•e o Tra Lane 0-5. walk I� HLI 'DISTA 7+0 jSEEISHEEi C46 = 'Q o' I — - Q3N *r' LO o'O 6'Curb R I V 6 I ] �I I6„Curb 2% i o1 169 n 400 -- I W �'0 2% -- o.gc,) 6'min.Cement Concrete } -- ---1 a (ypl 6"min.Cement Concrete(typ( If I ep}h 6H 2"min.Crushed Surfacing Top 3"Class B(2 Lifts Required) 2"min.Crushed Surfacing Lot I70 °+9 Course,Compacted to 95% V- Density(typ) 4"ATB ROAD A Top Course,Compacted �eprn rr min.2"Crushed Base Course to 95%Density(typ( - - 398 Proposed Residential Street � J SCALE:1"=5' i > 0+7 s r __ 3I If I _. epfh 6R Lot 23 yY�a CD z- 0 O - ___396________ 122 00„ --. y�s-��Cr Lot 171 10+4 3 0W F 3 a P ( f I ---JI i Phase 2 eprn H} M � inn ___________ Lot 22 Lj-- -- -- Phas 2 __ p I F 390 Phase 2 - U - Pro osed Fire Hydrant 396 390 ---i I \ W� b Lot 76 r I 'Lot li Lo1135 Q i Lo`r�136 0- ,.eR5.sOosF� � N a13 \, — I j' 48 Manr,Pl _--- __7-- Z ✓/ 00 -Hydrant DeP H6ff 388 394 oSlOry �2 ase 1 05-982 Ro 7+27.9992 3 05-978 O O ?� y�/ 394 ----� --� --3,; 388 a Ro d STA--'S+3fi.Or h e 2 0311612026 Lot 77 cq — Sidewalk ase 1 5'Planter i - `��/ o 390 R Phase 1 .In M _M _ �z�aa Lot 20a M�M = 4, N _ 34If 986 48"-Manhole - -M Re A.9fA 1 +6. « ___ t w_ o N_.... M rn s SSP-5 5SP-4 ID LF 8'PVC 5-0028:t s 11T8 LF8 PVC�S=0.02 LF PVC .006 50 ROW-10 Separar on�-- , \�� 392 Let 78 1 1A,STA-18+49. Planter D prh 6R,-, O5\ 386 0 ewalk + e¢fh Ibff U ill E ement - 21+78 \ �++m a = S \ _ 39 0+19 O+qB 0 99 1+28 2rl It, S - nho¢ \ Lot 19 / O 0000 5 00 __— 49fi-I 4921f - 6fr - - IO i<Q N m 384 _ bf \ / `'� r _ _ __ ___ epfh bff ePiHi6 P e rh ` F »»w 388 p a0U[]��Q -3.- - I -__ Lot I 3 it0 m DePtH m r I Phase 1 ` m N Phase 2 N L_ -- ---- — ---— I � I Lot79 Lot 12 d _-- --- z -11 -- __ n I �n v Ji 384 O+ an ¢U' 1 _-.--- - - _ < O J i 3 N ______ ac 98 Q O - - Lot 98 'a,. �rol - - ----- --I I_ab 3 z I 3 a ROAD A SEWER PLAN+ I of I I I 1- 05-983 - .__________I a- - -J STA 0+00-7+00 0 60' o' Scale:1 F r- 420 --- 420 C) LLJ U C: � O Phase 1 Phase W J W F � W 0 W z N O Q 3 p oCD a z �rrsGag.tudpc Q -------- -------- a��9FPecenle�i�e —�,g��o�— 4 ^ J along pipe centerline CL - a c LJJ c _ 5-- rl D-C9 41 03 i 390 Z g L u 390 457 v SSP-6 m N Q ---- - -- -- 8 -1 S'PVC S=0.028 SSP-5 = 3 -e13Q-TSD-411 SD-455-- 212 LF 8"PVC 5-0.006 H >n SSP 4 ___.----- - o= 118 LF 8'•PV S=0.023 Q Q 380 ssP-3 O 5 — O 127 LF 8"PVC S= N — — 380 ,n m u � U SSMH-3 SSMH-4 SSMH-5 SSMH-6 > N SSMH-] 48"MOnh01¢ 48"MOnh01¢ 48"MOnh01¢ 48"MOnhOle Road A 17+36.46 19.0'Rtl Road A 18+54.67 16.0'Rtl Road A 20+63.26 1 1.3'Rt1 Road A 21+45.83 I10.0'R 4A"-Manhole d c Rim=388.80 Rim=39348 Rim=394.06 RIm=395.16 IE 18•'SI in=381.83 IE IS Sf in=384.66 IE 18"EI In=385.95 IE(8'El in= 8.50 C w _ �E "Etin5an-try 3=r7s 70 < t 370 — IE 18:N1 our=384.56 365 365 S 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 Q Road A Sewer-PROFILE Profile follows pipe centerline. SCALE:He,1=30 Structure stationing per alignment named. 13:11 Vert 1••=10' CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 HIS PPERSHEET HAS BEEN HE CONDITIONS ON HE TIT AND HEE ROVED C,t 5 of C51 ` BUSINESS DAYS 22x34 BEFORE YOU DIG BY: DEVELOPMENT SERVICES MANAGER 1-800-424-5555 DATE: 26-0104 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. ar 11 —II 65 Lot 164 Lot 163 �i Im \ Lot 156 a o I Lot 166 LOT 162 / I ' I Lot 168 Lot 161 _ t Lot 169 _ I a 8 > / Lot 158 1 —N 2+e1 zza..0 o+12f I Z N Q o. i D+DD >3 cL 1 _ 1F�� epih t � I e ih 6H - }I}I 3'7f I P � I _ Q 6.3 M � �h Lot} ' 2+02 - elh� ' I 1 ePih 6 p � ePfh 6R /j � �� +b3 44.2'If-- 0+8 Lot 160 1 ,, \ 42, If V -6 gq.T']I ePfh bff e�NL Phi 2 1; Pih 6H 3 I Lot 43 � i _ _ s W L OO 1+22 Pthb 6fl I ~O �M 10 lifil asem nt rr � epfh If � -994 OD Q w _ n QQ u _ __-�� fh 6M - d� ePfh lbH��' Proposed p w $ -__ ec STA 6 / \s tl Fire s—u $ oa 48"-Manhole s-334 LF 8' Hydrant~ w —u.f0 � SSMH-10 0+18 g.P P'B 'Pavemq R W n/ �" � w 410 J _ 2 80 If _ RCS ,00� W��5�?vC y0�6 48"-Manhole 0+34 ss y4_- ss a __ 27'1`If T DePhbft ()ep i w w )6b ePfh bf +77 P __Road A 1+25 _ epfh bff 0+86 `O u\u _ ePfh bff P tP SP,7 r',t P}h bff II ` - _- De t 85Lla-11 eano P e I 2.2 Lot 29 1+27 e�h6R \u 0 W f II L0}28 10 UhIi1Y/ f P 6 _ Lo137 I 1 II Lot 27 I , Lot 30 De @ 1+54 � C < / / 1 I / i �„ 20ZP1 S M 8 holed O+rlf Lo136 LOt 38 +00 J O Lot 26 o j I epfh 6f - / 0139 D pt Si I I Lot 24l I ----- a m 1 / /.,3', 1 1 \ \ I1 Lo135 I 1 ePM bif- ER S.Fps.. m b o II __� -- -- po �11 I Q ��e°F wAsya'�PF•, i 1 / Lot 34 Lo140 Lot 32 - Lot 33 ROAD A SEWER PLAN-STA17+00-14+55 0 60' 120' Scale:1"=60' 0311612026 U W y U '�tp W Design Ground _________ 41 y Q N W s H along pipe centerline __--------------� Qti --- r g - 410a , O _ ___.___ ------------ -------------- o m z z z z + --- - -_- 0 --- ---- U< 0000� + SD-603o - _ .-_ _ ______/9 P __Ce�_____ SD-BP-6-___ / Ow��»»m _ 1 SSP-10 SSP-11 a _-- J /eci,, SSP'9 94LF8"PVC S-0010 400 ~ - SSP 8 T68'[f-e"-PVC�9�G— 1 6 LF 8"PVC S=0.006 400 , ---- 191 LF 8"PVC s=0007 r Z SSP-] 334 LF 8"PVC 5=0031 0 U g <X U 3z O rna L t x ssco-n <z a°Canot F NS SS., SMH 48 anhole 48'Man le 48Manhole 48 Manhole Road A 30+53.81 122.8Rt]Roa A 24+78.56 13.0'Rtl Road A 2+69.51 110.4'Rtl Road A 28+36.82 f2.4'Rf1 Road A 29+b.05 f4.3'Rf1 Rim=410 27 N �'N J Rim 40720 RIm=408.0 Rim=409.03 Ri(8 m=4 SEi09.81 IE 18"NW1 oat=40300 ro LL IE('SE)in=39880 IE(a"E1 in 400,15 IE(8"SE1 In=401.20 IE " in-4 2.10 O 370 --- 177 _ SIT------ ------- _ ------ ----�s� r�7--4r _ ----- 370 J ,g-/zo U D_ 365 365 w r 3 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+76 o z RoadASewer-PROFILE Profilefollows pipe cent erline. a Q Structure stationing per alignment named. SCALE:Herz 1"=30' (3:1)Vert 1"=10' J LU W 3 3 8 W N < 3 Q i N O m Om 50'Right-of-way - N 0 as CA I > 25'Right-of-waY � 25'Right-of-waY c i y 0.5' I 5' 0-5' 8'Parking 10'Travel a 10'Travel Lana 0-5' S' 0.5' c C c � Sitl@2HalkLandscape _ _ Landscape Sidewalk I~ L _ o I J� III' ��1 b"Curb y I IT 6'Curb I��. �'�---_ � �— _�_I � 2 0 x I _- 2% __ --. 1 21 L c b"min.Cement Concrete(typ) b"min.Cement Concrete(typ) CONSTRUCTION DRAWING APPROVAL SHEEP 2"min.Crushed Surfacing Top 3"Class B(2 Lifts Required) 2"min.Crushed Surfacing THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED CALL AT LEAST 2 course,compacted to 95% BUSINESS DAYS Densi}y(yp) 4"ATB ROAD Top Course,Compacted PER THE CONDITIONS ON THE TITLE SHEET. C46 of C51 BEFORE YOU DIG min.2"Crushed Base Course Proposed Residential Street to 95%Density(typ) 22x34 SCALE:1"=5' BY: DEVELOPMENT SERVICES MANAGER 1-800-424-5555 DATE: 26-0104 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H 3 W Lot 57 tot 56 Lot 55 Lot 54 Lot 53 Lot 52 Lot 51 - Lot 50 Lot 49 Lot 48 Lot 47 Lot 46 Lot 45 Zr> Lot 44 92 N Lot53 1 Phase a 48+15 15 00 a --��i Lof 43 \ �. >Q P l 0+36 143 1+56 �2.�lj 2 35 — 3+16 3+68 ��116 4+48 - 4+77 3�M4 D H- - — 4/-1-M� -— - 44.2 if—_ ___ 0'If _ qa.�{f_-- __ __— 43af- - ¢3-If- - =.44.4 N- __ ¢�—_ __— 44i-N — 44bN _ ___ O+b4 Q LO epih 6f1 10 a fh bff ' p epih fl epfh bR fh b pih 6H eptf)sbf epih bff 0 tlty Easement epih bf fh bff epih 61 epfh bff Dop 0+27�� / �/ 5 Z_R6 1 "^i: Sitlewalk 5a / ~ 0)'0 Lot 59 I O D 1n N M p 00 Q 48 nho Inte..e8on m m to IT m m m m m 171s1 St NE,STA=14+59.21 SSM-17 o Q, I 11 av 48"-M hole � � " o _tea p 55P-18 8 "r 2 Pement s HEH-1-T`509 LF 8"PVC 5=0.024 3_ fi ss R pl nter s ss �' 's SSP Tg a0-19 a 3 itase $$ �4 Lot 60 � _ -p� 05-981 OS-980 Road BSTA-33+98.00 m '-5'S tlewalk. - 3 88 Cleanouf M \` D / J� f0 6 (�-e Roo 10 fill Y 4+39 oPhaseasemenf T—� Road STA 47 64.60 O I ESL - .6-It-. Po O 3 Phase epfh bff Depth 6fj / G I I - o C O Lof 117 > 'o I i a " Lot 61 14 o o e e Lot 118 BSTA=37+81.96 I i Road A,$TA 28+95 02 Road p" 0 v e 7 00 r -_Lo_t_] Q _ ii Lot 154 Lot 155 ROAD B SEWER PLAN c� � 0 6a' 120' Scale:1"=60' 6R 5.Fps PEOF wnsrT�. e �P 420 420 171stSGNE POFSS/p�Nq 410 410 0311612026 Design Ground ------------ along pipe cenfedine - SD-623 ------ 8^SD-475 5OLF8"PVC 5=0013 -----------------__ o%"gp;be ceate Ghe SD-632 SSP-18 U 509 LF 8"PVC =0.024 ��Q N ti y�i arg� om zzzz „O,uz 0000� SSCO-19 U 3:L1-H y y oy�< »» a U�Orr��o:< SMH-7 - 8'Cleanout -M nhol Road R Road B 36+68,45[9.0'Rt] Rim 409.4722 9[10.3'Rt] Rim=409.65 IF IF N]out=403.00 3 IE Is"SI In=402.36 w 375 375 i e$ aS e$ ^o ^offag o 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+17 <0 U 3z RoadBSewer-PROFILE Profile follows pipe centerline. SCALE:Ho 1"=30' - Structure stationing per alignment named. (3:1)Vert 1"=10' 0 M .O rno S 2 � <Z 0 z° w N J U_ c �a, p !Z] go ^U 5 V Q h 0 O Z O Q Q o Q ¢ Z v o v Q J G G CL W 50'Right-of-way 3 I Q a CA Q Q I g N 3 i 25'Right-of-waY l 25'Righfbf-waY I Q [� a 3 Q 05' I 5' 0-5'p 8•parking 10'Travell n 10'Travel Lane 5 I 0.5' >n Q Sidewalk Landscape �o Lantl pe Sidewalk I I 0 CS u, b"Curb O b"Cur I C 1 27. 2% 2% — 1 to c 777 6"min.Cement Concrete(typJ '' 2 Course,Compacted to ushed Surfacing Top 3"Class B(2 Lifts6"min.Cement Concrete(fyp( Required( 2"min.Crushed Surtacing S Density(typ) 4 ATB ROAD B Top Course,Compacted min.2"Crushed Base Course Proposed Residential Street fo 95%Density(typ( SCALE:1"=5' a CONSTRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 HIS P AN SHEET HAS BEEN REVIEWED AND APPROVED C47 C51 PER THE CONDITIONS ON THE TITLE SHEET. of BUSINESS DAYS BY: 22x34 BEFORE YOU DIG DEVELOPMENT SERVICES MANAGER 1-800-424-5555 DATE 26-0104 THIS APPROVAL VALID FOR 18 MONTHS W I APORTION OF SECTION 25&1I 26gTOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. - ----------� , -- ----- [ II w r _i � u 3 m $ Lot Lot 133 II Lot 118 N Lot 119 a I s Z N O Lot 13I Lot 132 Lot 131 Lot 130 --ZOTT29- Lo1128 Lot 127 Lot 126 Lot 125 Lot 124 Lot 123 Lot 122 I Lot 121 Lot 120 O \3J6 F ✓/ I O q l� Z NQ0 =d 1 CalLO / Proposed Fir H dr at \• '6 `O - +44 _ I �- i 0+36 8 1+IJ _ 1 __ �O 1+(8 1+47 1+p8 2+27 + +78 +8 ... H�42--If__ _ y' 2FT A: - 29:14f _ 340 Jf_ _ __ &9-If-_ Oaf-_ _—__ gR. __ 0-36epih ff O M0th t e ih 6k ePfh 6f epih 6fl epih 6 epih Eft 10 epih 6k epih 6 epttl 6 epih 6 epttl 6ff epih 6 epfh 6ff epfh 6ff P N - Phase 1 "s B a s Idewal ss -p oT w w w - 'I w 24'Pavem t w 1'Se ati wl ggM'ya1n0`�{h W Road B T 3 9 Q 7W6. - oN oe £ RoadA, =1+4 / o o $ P-100 8 P SSP-101 d s �w 5=0.01 f SSP S LF I J •I - 4 366 LF C 5=0.025 I36'ROW s p225 LF 8"PVC 5=0.01 o � ;� 1 '-Manhole T- -2-LB-If- idewolk o _ e ih 6fl De 7D 6 p+ p p p 8 epih 6H Dept pth 6ff Deptll 6 epfh 6ff Depth 6 epfh 6ff De iH 6 Pth If— 7 I+76 ' '¢ B K—- 22. 2?.9- * T_ 3 --- f e ih 6ff I U li `s�enf De f bf _ --- 6 ePfh 6ff P j Ot71 1+23 a ih 6fl De t b 2+31 1 2+ 3+11 3+62 0t22 0+73 1+02 1+53 1+82 0+07 0 3� O p P � eP H �I ... r O Lot 15 0 1 1 Lot 136 Lo}137 Lot 138 Lot 139 Lo1140 Lotl 1 Lo1142 Lo}143 Lot 144 Lot 145 Lot 146 Lo1147 Lo1148 L Lot 152 3 III 0 a m ot149 Lot 151 �Lo1,50 �h I s I I - o � I I II I I a rI I ROAD C SEWER PLAN o 30' 6a Scale:V 30' Road A Thas e 1 Phase 2 1 1 1 1 1 1 410 ----+--- 4------- 410 -------- ------- ------ ----- Design Ground 0311612026 along pipe centerline ExirJhgSu�ce --- ____________________ ----- --- ------- -------------- 01_-- 8"PVC =0.011 2 S=0.010 ti y�i -- 390 F o m :.:.:.:. _ "---- -Too z z z z-_- ------- ------- O u z 0 0 0 0 SD-459 VC 5=0025 l U 3 N y y y= ------- - 366 LF P U�Qwwww�+ p auUU�� a E 3 380 ------ -------- -------- ------- -------- ----- 380 y a w SSMH-4 SSMH 100h 41M an SSMH- h 48"-Manhole 46"M Whole 48"Man ole 48"Manhole Road 43+10,29[6.0'Rtl Road_ 35.28[6 0'RI, Road C 46+94.32160'Rt[ Z Rim=4 0.92 Rim=404.44 Rim=403.73 N IE(8" i in=393.89 IE 18"E)In-396.15 IE(8"W[ooY-397,89 370 3ss79— _ 370 a 368 368 a a _ U 3z qm %�a &a g g N `o M O rna 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+83 <z Road C Sewer-PROFILE SCALE:Ho,1"=30' w o 13:11 Vert 1"=10' 0 Z f J N LL- C: O J ZO 0:� ^U 36'Right-of-way h Q Cl/L I o z 16'Right-of-way F 18'Right-of-way O z 3 0.51� Side—lk 12'Travel Lane 12'Travel Lane Sidewalk r0.5 a Q = I I CL o o I w 5"Curb r I > 2% I W 8 N 6"min.Cement Concrete(typ) 3"Class B(2 Lifts Required) 6'min.Cement Concrete(typ) i Q 2"min.Crushed Surfacing 4"ATB 2"min.Crushed Surfacing Top O m O Top Course,Compacted min.2"Crushed Base Course Road C Course,Compacted}0 95% N m }0 95%Density(typ) Density(typ) UCS Proposed Residential Street SCALE:1"=5' m C� y a CONSTRUCTION DRAWING APPROVAL SHEET CALL ATLEAST2 THISPLANSHEET HAS BEEN REVIEWED AND APPROVED A PER THE CONDITIONS ON THE TITLE SHEET. C 4 8 of C51 BUSINESS DAYS zzx3a 8Y: BEFORE YOU DIG DEVELOPMENT SERVICES MANAGER 1-800-424-5555 DATE: 26 0104 THIS APPROVAL VALID FOR 18 MONTHS A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. H y 30.o Traa,m W a l ' in.24'Pavement CA 12'Pavemen t 12'Pavement 0.5' Sidewalk U Lot 88 Lot 87 Lot 86 Lot 85 �~ O W 0.5' J Z CO O �aN 3 a Z ' CL /��/.� -a c 10 3"C ass B(2 Lifts Required) b"min.Cement Concrete(typ) cc:)M \ 4"Crushed Base 7'min.Crushed Surfacing Top NN \ Gravel Borrow or as Road D Course,Compacted to 95% .Q a5"-nn nh le w Approved by City Engineer Proposed Drive Aisle Density(typ) Q N SCALE:1"=5' w w _ SP-25 R 8 L 8 J n n �\ W M ro n M q O _ Q \\ f Lot 90 \Lot 91 Lot 92 Lot 93 Lot 94 Lot 95 Lot 9 Lot 97 Lot 98 Lot 99 Lot 100 / 05-99 Phase 1 a� III o I ER S q OST 1 4 h I �II I� II I� I I I I I crFi� SDP. SOJ _ °2 L- III m -il 90 " I n m ' w w ! - r— L --- --- - ---- EI -- _ i_ I 24 IT.,e t siONALE A ss s ss ss _ SP Tact 13'Separ Flonl $ �3/T6/2�2( +q 354 LF PVC 5-0.83 ss 26V If idew 0+74— --- 1 26 1+54 '1 O6 - 2+34 IitY Easement o+86II 3+1 46, I U �t nhole I I V A Jt 203--It __—_ LL - 29..4 A-_/\ Dept 6 a th 6R 0+00 % h p 21.4 1f Phase in � Phase 1 I Lot 135 3 Lot 4 Lo15 Lot 6 Lot;' Lot 8 Lot 9 at 10 Lot I Lot 12 386_- o r p i z z z 0000� t 997v, I. li Im:.'sa ax<awwww� a Q ROAD D SEWER PLAN 0 30' 60' � 3 Scale:1"=30' y w 400 400 z 171SL c ag St.NE < ¢x U 3z —� Sx � ¢z wO z W o LL C O N N n -z a/cngio dcenleiJ/ne O Z 370 -- 370 0 Q Z 3 a Q Design Ground J along pipe centerline 360 ;o oe3 360 — 4 -- 35 F W 3 toV) ,- 8 a __ - SD-C983 >n 6 Q O - - m 73 LF"PVC 5=0049 N Qi v SSP-26 u - � as 340 gig"-wdE 340 C: v SS H-25 S� m 48•Man ole L � a SMH 26 SSMH-2 1 48MH-28 a RoadN 330 �._ Ro'Man +e 330 0 D 50+43.38 .I'Rt Road D 51+12.4 (8.7•El f Rim=350.72 Rim=353.87 atl D 5 64.85[].6'Rt] IE 18"SE)In=342.22 IE 8"E in=345.8 Rim =385. IE Rr NI oat=342.1 1 I IE(8"W) Lt=375.40 IE 18"NW)out=3 1 15.77 322 322 a - - - 0+00 1+00 2+00 3+00 4+00 5+00 5+37 CONSTRUCTION DRAWING APPROVAL SHEET Profile follows pi ,rl THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED [� CALL AT LEAST 2 Road D Sewer-PROFILE S,rucNre sfofio P g per alignment named. SCALE:Hot,1"=30' PER THE CONDITIONS ON THE TITLE SHEET. C49 of C51 -2 BUSINESS DAYS (3:1)Vert 1'=10' 22x34 BEFORE YOU DIG BY: DEVELOPMENT SERVICES MANAGER 1-800-424-5555 DATE: THIS APPROVAL VALID FOR 18 MONTHS 26-0104 A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M. co W NOTES: a 1.MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WITH 7.FOR DEPTHS OVER 25'MANHOLE BASE SLAB DESIGN U AASHTO M-199(ASTM C 478)UNLESS OTHERWISE SHOWN SHALL BE DESIGNED BY A STRUCTURAL ENGINEER. O Uj ON PLANS OR NOTED IN STANDARD SPECIFICATIONS. 8.ALL INTERIOR AND EXTERIOR JOINTS TO BE GROUTED Z N 2.1 REINFORCED CAST IN PLACE CONCRETE SHALL BE (SEE GROUT SPECIFICATIONS). GROUT TO BE 1/2" J CLASS 4WD.NON-REINFORCED CONCRETE IN CHANNEL THICK MINIMUM AND 3"EACH SIDE OF JOINT MINIMUM. C AN SHELF SHALL BE CLASS 3000.ALL PRECAST THEY MUST BE INSPECTED PRIOR TO BACKFILL. Q P N STAINLESS STEEL 1 j j x < CONCRETE SHALL BE CLASS 1000. Q P CLAMP r RING KNOCKOUTS WILL 3.PRECAST BASSES SHALL BE FURNISHED WITH CUTOUTS. 9 NOT EBER&LOWED.KORILING ONLY,-NNJ SEEAL FACTORY INSTALLED E BOOTS ARE ALLOWED. w 4.ALL BASE REINFORCING STEEL SHALL HAVE A MINIMUM Q Lo FLEXIBLE / rc ?i 6"GASKETED YIELD STRENGTH OF 60.000 PSI AND BE PLACED IN THE 1O.MANHOLES 5'-7'DEEP MUST BE FLAT TOPS. C 10 STAINLESS STEEL BOOT / CAST IRON LOCKING 7CAP UPPER HALF OF THE 815E WITH 1"MINIMUM CLEARANCE. EXPANSION RING / O RING AND COVER W t� ONE SIZE LARGER S.CUTOUT HOLE SIZE IS � H O THAN PIPE DIA. EQUAL TO PIPE OUTER 14'-18' � O (") 10 5 LABELED"SEWER" MANIETER PLUS Do 8 / CLASS 4000 MANHOLE WPLL RING AND COVER QD Q CONCRETE 30"SQ PAVED THICKNESS.MAXIMUM SEE SS-030 L7O SIDEWALK FINISH GRADE 12• SURFACE PIPE SIZE IS 12"FOR Q 48"MANHOLE,24"FOR ADJUSTMENT SECTION UNPAVED AREAS 54"MANHO E. 4 C f�.Y7CEN MINIMUM DISTANCE BETWEEN HOLES IS 2q 8"(MEASURED ON THE INSIDE OF THE MAIN Dl4 X 6"TEE - CAL END MANHOLE). _ (SEE NOTE 1) PLUG. PRECAST CONE 5 O WITH FIG.TYPE F (ECCENTRIC UNLESS OR 36.MANHOLE SIZE OTHERWISE SPECIFIED)DEPENDS ON SIZES,GROUT LOCATION PNDERS OF HOLES POLYPROPYLENE 6"SIDE SEWER STUB DD FOR NUMBPIPES.MANHOLEwSTEPS PER SS-050 MIN 19.SLOPE WYEDESIGN AND SIZE 1OR54"(SEE NOTE 2) O SE�O µpW��D�,DNOTE 6- �,JDIE MANHOLED _ O .V SUPPLIER. o PRECAST RISER 6"TEST TEE WITH PLUG SECTIONS ~ 3 Z •�f��c s z ° IS IF THE SEWER MNN PAVED AREAS F 14^I ^ Q' 4 IS EXISTING SEE NOTE 5) APPROVED WATER = - TIGHT PLUG MAX.HOLE SIZE IS 12" LADDER 1- SEWER MNN FOR 48"MANHOLE.24" GROUT SEE SS-040 FOR 54"MANHOLE.(SEE SLOPE=1/2"/FT(TYP)jr WM S.F 120" NOTES 5 @ 6 ABOVE)f� COST TUOC THC NWELNAND SHEF OF THE °2 PIPE 12"CAST IRON LOCKING RING AND COVER N1PE 51DE REINFORCING STEEL(FOR PRECAST EGRAL RISER)0.15 SO IN/rE WITH IM -_ OLYMPIC M7025 OR APPROVED EQUAL DV`' ,. FT IN EACH DIRECTION FOR 48" ' MORTAR FILLET f�.'. DIA 0.19 SO IN/FT IN EACH 1. AT THE CONNECTION TO THE SEWER MAIN A MAIN DIA.X 6"TEE IS REQUIRED FOR NEW SEWER MANS PRE BASE WITH E DR. NTEGRAL RISER OeSS/ONAaG\�� NOTES: AND A ROMAC TAPPING TEE OR CORE DRILLED INSERT-A-TEE REQUIRED FOR AN EXISTING SEWER MAIN. PRECAST+" CRUSHED SURFACING BASE COURSE 03/16/2026 O PVC SIDE SEWER.FOR REMAINDER OF PVC SERVICE SEE SS-090. 2. 2.4 PRESSURE TREATED MARKER POST SHALL BE PAINTED WHITE WITH BLACK LETTERS"SEWER LOT I NOTES: 48'DA.-8' ""�"I"�'+'" 8"MIN.DEPTH COMPACTED TO MIN. INVERT DEPTH". 1. CLEAN-OUT PIPE AND FITTINGS SHALL BE THE SAME MATERIAL AS THE SEWER MAIN. 54"DA.-e" �6'� '�I•_0�951i OF STANDARD DENSITY (�2 ROMAC STYLE CB TAPPING SADDLE OR APPROVED EQUAL ON ALL PIPE. Oj CORE-DRILLING WITH INSERT-A-TEE MAY ALSO BE USED ON ALL PIPE. 3. 12 GAUGE WIRE SHALL BE CONNECTED TO PIPE AT INVERT AND WRAPPED AROUND MARKER POST. 2. A SANITARY TEE.SWEEP,OR STRAIGHT TEE IS NOT ACCEPTABLE. SEPARATE CAST IN PLACE BASE OR SEPARATE PRECAST 815E ©CORE DRILL EXISTING MAINLINE PIPE PER MFG'S SPECIFICATIONS. 4. DETECTOR TAPE REQUIRED FROM SEWER MAIN TO MARKER POST. 3. SEWER STUB WILL BE EXTENDED 10'BEYOND PROPERTY LINE AND 5'BEYOND UTILITY EASEMENTS TO 5. TEST TEE SHNl BE INSTALLED AT THE SEWER MNN WHEN A SIDE SEWER IS CONNECTED TO AN PREVENT DAMAGE TO CLEAN-OUT AND MINIMIZE CONFLICTS WITH OTHER UTILITIES WHEN SERVICE TO REINFORCING STEEL(FOR SEPARATE BASE ONLY) O 35'MIN,46 MAX. BUILDING IS ACCOMPLISHED. 0.23 SO IN/R IN EACH DIRECTION FOR 48"OR EXISTING SEWER MAIN. 0.,SO IN/FT IN EACH DIRECTION FOR 54"DIA DEPARTMENT OF PUBWC TOM TY AII4 DEPARTMENT OF PUBWC WORKS TY AV4 DEPARf16'NT OF PUBWC 110RE9 04•t �, q°T STANDARD DETAIL G3'EY O!, °"T DEPABTI�.'T OP PUBWC EOR� STANDARD DETAIL L1 OA, STANDARD DETAIL GY OA, STANDARD DETAIL i �Tm7MM STANDARD DETAIL NUMBER WrnnA STANDARD DETAIL NUMBER �Tnlnv STANDARD DETAIL NUMBER ornv>m STANDARD DETAIL NUMBER wmg� , sp�t NEW SERVICE ON EXISTING MAIN SS-100 �p®ot o SIDE SEWER STUB SS-090 vp®ot SEWER CLEANOUT SS-080 vp®ot v MANHOLE TYPE I SS-010 J o m Z z z z ClNO'S <!NG'< <IMG'L <fNGt O u z O O O O w u3w�Hti�� o i� >>>>m aunnir� irQ 3 4 r 2{"z24"x4"CONC.PAD 5NOTE I MVO HYDRANT NIGGARD STD.DUTY LOCH INSTALLED PLUMB.SEE REQUIRED IN RURAL OR ISOLATED W 8 NOTE 1 LOCATIONS IF REQUIRED BY CITY I _ " it II 5 I I Z TABLE 1.1 ENGINEER -1 I I I CONNECTION TYPE 7 N PIPE TYPE DIRECT TAP SADDLE SEE NOTE 4 4-1/2"PUMPER 12 PLASTIC X 6 TRP HOLE ; PORT.SEE NOTE 3 J g Q DC• X X AN BREAKAWAYBREAKAWAY 3' STD PIANLTS VALVE XWPE 90 O? LL 36"FOR PIPE DIA.12"OR •DI PIPE TO BE CL 52 OR GREATER a OPERATING ROD SEE NOTE 9 ma "i7 ; OVSMAER 12 4MAXFODEPTHESHIPLL Q Q AND 8"OR LARGER. GUARD POST CONCRETE PAD COUPLING 2. NOT EXCEED 60' - w SEE STANDARD •Rom: ••'t.: Q 3 Y DETAIL N0.W-020 I \ \ w O W 36" CONCRETE PAD FLANGED TEE OR / Q 4 zl SEE NOTE 6 LENGTH VARIES(24"MIN) TAPPING TEE(FL) •e�\ 0 w / N N W w .a MEGALUG RETAINER J ^Z _y SEE NOTE 10 al 24" _ GLANDS EBM g106 ® ® } 9 0,\ p W� Lu o _ I SHACKLE RODS • • ;�ev4: /\' O Cn 22-3 SEE NOTE 8 \ "g.o•;oy<•F°� �� R 0 04 3 24" ..I a• 16"x16"x4" • 10 • UNDISTURBED MIN. °eee• e;8 e18 / O IUENT SEAT GATE 3 1 I ^. EARTH 1 2 OY W MJ RESTRAINED JOINT VALVES(FlxMJ),MUELLER,MH , a Q \I\ GOING BLOCK 6"CEMENT LINED DIP I / / OR APPROVED EQUAL 8 GUARD POST WASHED ROCK SEE NOTE 7 Q WATER MNN UNDISTURBED EARDR Z 9 SEE NOTE 1 38•• 1-1/2"MINUS �• 2 O � NOTES: GRAVEL BACKFILL FOR DRAINS (PCS•N MATERIALS: 1. HYDRANTS AND ALL MATERIALS SHALL CONFORM TO AWWA STANDARDS AND SHALL BE OF STANDARD NO. COURSE AGGREGATE GRADING Q NOTES 4l AND 1'1I61 GIWV.J: N0.5 PER WSDOT 9-03,1(3)C) MANUFACTURE(M&H 929 RELIANT OR MUELLER SUPER CENTURION 250 ONLY). Fn 01 1"CC SERVICE SADDLE W/DOUBLE STAINLESS STEEL STRAP OR DIRECT TAP CC THREAD CORP SEE TABLE ELEVATION PLAN 2. THE CENTER OF THE HYDRANT SHALL BE 3'FROM FACE OF CURB.IF THERE IS NO CURB,THE CENTER OF g Z 1.1 ABOVE. HYDRANT SHALL BE 3'FROM RIGHT-OF-WAY AND A MINIMUM OF 5'FROM TRAVELED LANE. Q O 02 1"BALL VALVE CORPORATE STOP CC X COMPRESSION WITH KEY FACING UP,MUELLER OR FORD ONLY. 3. ONE 5"TO 4-1/2"PUMPER PORT W/N.S.T.AND STORZ ADAPTER ASSEMBLY.PUMPER PORT TO BE FACING KATERM LIST: 3 H STREET OR ROADWAY FOR THE FIRE ENGINE ACCESS. >n 6 J O3 1"HOPE CTS CLASS 200 HIGH SERVICE PIPE(200 PSI RATING)WITH STAINLESS STEEL STIFFENER AND Oj BLOWOFF HYDRANT KUPFERLE FOUNDRY/78 E LOCK TO BE SUPPLIED BY CITY OF 10 GAUGE COATED COPPER TRACER WIRE WRAPPED AROUND THE PIPE AND ATTACHED ON BOTH ENDS, 4. TWO 2-1/2"HOSE PORTS WIAND 1-1/4"OPERATING NUTS. BRONZE TO BRONZE DESIGN SERVICEABLE O ARINGTON. O 2:ROM ABOVE WITH OUTLET E%POSED,2-1/2" N m J :J 4 FOR 5/8"X3/4"METER,A 1"COMPRESSION ANGLE METER BALL VALVE x 5/8"METER IS REQUIRED. FOR 5. PROVIDE GUARD POSTS FOR VEHICULAR TRAFFIC PROTECTION IF REQUIRED BY CITY ENGINEER PER STD. MST OUTLET LOCKING CAP ON OPERATOR. O CAST IRON VALVE BOX AND EXTENSION PER o DETAIL W-030. STD DETAIL W-190 0 1"METER,A 1"COMPRESSION ANGLE METER BALL VALVE x 1"METER IS REQUIRED.BALL VALVES ARE O 2"BRASS 90'BEND 1 n Q LOCKABLE. g 6"GATE VALVE WITH RESIUENT SEAT ?> 6. INSTALL 3'x3'z4"CONCRETE PAD(3000 PSI)AROUND HYDRANT IN UNPAVED AREAS INCLUDING PUNTER O y 5 METER SHALL BE INSTALLED BY CITY UTILITIES DIVISION AT OWNER'S EXPENSE. STRIPS.COMPLETELY SURROUND HYDRANT W/FULL DEPTH OF CONCRETE PAD WITH 1/4"JOINT MATERIAL O} MAINLINE S12E TEE WITH 6"FLANGE (MUELLER,M&H OR APPROVED EQUAL)WITH A - O O 6"FLANGE%2"COMPANION FLANGE BEFORE PLACING CONCRETE. © MID-STATES PVSTICS METER BO%MSBCF © METER BOX SHALL BE MIDSTATEB PLASTIC$1324-12 W/SOLID DI LID WITH 1 3/4"HOLE FOR TOUCH 1730-18/W DI UD. g 2"HOPE HI MOL CL 20D CTS POLY PIPE W/2 7. HYDRANT RUN TO BE 6"CEMENT LINED DUCTILE IRON PIPE CLASS 52 WITH RESTRAINED JOINTS(MEGALUG O READ PAD(TRP). NOTES": OR APPROVED EQUAL).HYDRANT RUN LONGER THAN 50 FEET SHALL BE 8"DIA.OR LARGER. ( 2-1/2"CAP NATIONAL STANDARD THREAD. 2"NIP COMPRESSION ADAPTERS65 QT 5/8"x 3/4"METERS REQUIRE A 3/4"ANGLE METER CHECK COUPLING x 5/8"METER WITH A 3/4"MIPT y 0 x 1"COMPRESSION ADAPTER.1"METER REQUIRES A 1"ANGLE METER CHECK COUPLING x 1"METER. 1. GUARD POSTS SHALL BE 8'LONG,6"DIAMETER,CONCRETE FILLED CLASS 52 D.I.PIPE OR 8. %"GALV.SHACKLE RODS WRH THE EYE BOLTS AT BOTH ENDS REQUIRED FROM VALVE TO HYDRANT. 8'LONG 8"DIAMETER REINFORCED CONCRETE.PANTED WITH TWO COATS OF HIGH GLOSS S 8 1"COMPRESSION x FIPT ADAPTER WITH 1"PLASTIC PLUG. 9. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF HIGH GLOSS EQUIPMENT YELLOW"RUST-OLEUM" O CATERPILLAR YELLOW(RUST-OLEUM)TYPE PAINT. TYPE PLANT. G�TY aM DwMFI TNT o/FORM IIOR6 STANDARD DETAIL Wnvax• STANDARD DETAILS p 9O EXTEND SERVICE PIPE 10'BEYOND PROPERTY LANE AND AN ADDITIONAL 5'BEYOND EASEMENT LINE. 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 • • NUMBER O Og METER LENGTH BLANK STUB. v®; p W_180 BOXES IN UNPAVED AREA. a p<lNoto 2" BLOWOFF ASSEMBLY O OtitY(/+ IMA DBPARTY�i'f OF PUBLIC vORM'S STANDARD DETAL -o M.R DEPABrxanT oP PDeWc WOREs unc WmnTo• STANDARD DETAILS GYTY Od, STANDARD DETAIL GltY Oy DBPARTY&Tf oP PUBWC BOB8.4 STANDARD DETAIL • NUMBER CONSTRUCTION DRAWING APPROVAL SHE Wnv.® STANDARD DETAILS ..non® STANDARD DETAILS v e o FIRE HYDRANT ASSEMBLY W-010 NUMBER NUMBER THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED o •®• RF3/4" •®• 6 +Ctlygt• CALL AT LEAST 2 PER THE CONDITIONS ON THE TITLE SHEET. CSO O1 C51 RESIDENTIAL TER SERVICE w-040 'k o FIRE HYDRANT GUARD POST -030 22x34 <INGt <lNGL BUSINESS DAYS BY: BEFORE YOU DIG DEVELOPMENT SERVICES MANAGER s 1-800-424-5555 DATE: 26-0104 THIS APPROVAL VALID FOR 18 MONTHS + I -�� —•-,-__ Lo MEMO M- T, ----- --- �i �' 1 ''w - ■��4. . ■.� ■'slwi. ®��fllIB1111 1 _r LU 1 i ..� 11 , • 1 yy■ •, I 1 law C �i[aa•:e 0311612026 Jiang Pi zzzzt 'r-rxvvt. • , ® II J 3: 4 • III AT IUI _ L ZO n �• _ 1 ,'®��i®�e��.,�i,;��•v lam. •; ��9I♦11,9�iL'1��j►7G0 der■y�.v w1 kvij. •, �►1�1�1p�p�1�1�1��i��I,��p��s��. 1��,�±��®��wi��,�110,�° .:•• I �®�®�i';o'',o.;�i�i�n�i�i�i�i�ii!i!i!i��®®.,� a",� ,NI ,`� e _ CONDITIONSCONSTRUCTION DRAWING APPROVAL SHEET PLAN SHEET HA BEEN EVIEWED AND APPROVED •. BY: PER THE N THE TITLE SHEET. C51 -f C51 DEVELOPMENT SERVICES MANAGER :�� aDATE: THIS APPROVAL VALID FOR 18 MONTHS •-