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Home My WebLink About7530 204th St Ne_PWD3732- Project Closeout Documents_2026 Sewer punch list for Wet Rabbit car wash 5/8/25 Cleanouts ➢ All cleanouts need grouted ➢ All cleanouts need a 6"cherne plug ➢ All clean out ring and covers need to say sewer ➢ All cleanouts that are in an unpaved area need a 3'x3'concrete pad around them Manholes ➢ Need grouted around the neck and ring and cover Tanks ➢ Need grout under riser rings and grout around the ring and covers From: Brian Grieve To: Hannah Hardwick Cc: Kevin Olander;Brian Grieve Subject: FW: PWD3732-Wet Rabbit Punchlist Date: Friday,May 9,2025 4:05:58 PM Attachments: imaae001.Dna 20250508 200637139 iOS.iDa 20250508 200701086 iOS.ioa Hannah, Below is my punch list for Wet Rabbit: 1. Cut out cracked pavement and cold mix patch at the entrance from 74th and patch. 2. Complete Irrigation & Landscaping 3. Complete pavement marking 4. Clean up and seed the grass area not being developed as part of this project 5. Final Storm Inspection 6. Complete illumination 7. Remove erosion and sediment control BMPs (final item) Thanks, Brian From:Joe Wilson <jwilson@arlingtonwa.gov> Sent:Thursday, May 8, 2025 1:09 PM To: Hannah Hardwick<hhardwick@arlingtonwa.gov>; Brian Grieve<bgrieve@arlingtonwa.gov>; Timm Sprague <tsprague@arlingtonwa.gov>; #PW-Admin <PW-Ad min @arlingtonwa.gov> Subject: Re: PWD3732-Wet Rabbit Punchlist Attached is the sewer punch list for the Wet Rabbit Project. Joe Wilson Collection System Specialist 111 City of Arlington Phone: 425-754-7442 Fax: 360-403-3514 E-mail:iwilson o arlingtonwa.gov From: Hannah Hardwick<hhardwicklcDarlingtonwa.gov> Sent:Tuesday, May 6, 2025 2:59 PM To: Brian Grieve<bgrieve(cDarlingtonwa.gov>; Timm Sprague <tspraguelcDarlingtonwa.gov>;Joe Wilson <iwilson(@arlingtonwa.gov>; #PW-Admin <PW-Ad min Parlingtonwa.gov> Subject: PWD3732-Wet Rabbit Punchlist Hello all, I am preparing a project closeout letter for Wet Rabbit (PWD3732). Will you please send me punch list items that I can give the applicant? Sincerely, I 42Hannah Hardwick Arlington Community&Economic Development,Permit Technician 1 18204 59th Ave NE,Arlington,WA 98223 O:360.403.3549 hhardwickParlin toe nwa.g_oy I www.arlin toy nwa.g_ov Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. From: Timm Sprague To: Hannah Hardwick Subject: Re: PWD3732-Wet Rabbit Punchlist Date: Monday,May 12,2025 3:23:02 PM Attachments: imacae001.Dna they need to install there meters before we can do a punch list Timm Sprague From: Hannah Hardwick<hhardwick@arlingtonwa.gov> Sent:Thursday, May 8, 2025 4:33 PM To:Joe Wilson <jwilson@arlingtonwa.gov>; Brian Grieve<bgrieve@arlingtonwa.gov>; Timm Sprague <tsprague@arlingtonwa.gov>; #PW-Admin <PW-Ad min @a rlingtonwa.gov> Subject: RE: PWD3732-Wet Rabbit Punchlist Thank you, Joe! This has been saved. Sincerely, I QHannah Hardwick Arlington Community&Economic Development,Permit Technician 1 18204 59th Ave NE,Arlington,WA 98223 O:360.403.3549 hhardwick(@arlin toy nwa.g_oy I www.arlingtonwa.gov Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. From:Joe Wilson <jwilson@arlingtonwa.gov> Sent:Thursday, May 8, 2025 1:09 PM To: Hannah Hardwick<hhardwick@arlingtonwa.gov>; Brian Grieve <bgrieve@arlingtonwa.gov>; Timm Sprague <tsprague@arlingtonwa.gov>; #PW-Admin <PW-Ad min @arlingtonwa.gov> Subject: Re: PWD3732-Wet Rabbit Punchlist Attached is the sewer punch list for the Wet Rabbit Project. Joe Wilson Collection System Specialist 111 City of Arlington Phone: 425-754-7442 Fax: 360-403-3514 E-mail:iwilson Oarlingtonwa.gov From: Hannah Hardwick<hhardwick(@arlingtonwa.gov> Sent:Tuesday, May 6, 2025 2:59 PM To: Brian Grieve<bgrieve(@arlingtonwa.gov>; Timm Sprague <tsarague(@arlingtonwa.gov>;Joe Wilson <iwilson(cDarlingtonwa.gov>; #PW-Admin <PW-Ad min(�arlingtonwa.gov> Subject: PWD3732-Wet Rabbit Punchlist Hello all, I am preparing a project closeout letter for Wet Rabbit (PWD3732). Will you please send me punch list items that I can give the applicant? Sincerely, QHannah Hardwick Arlington Community&Economic Development,Permit Technician 1 18204 59th Ave NE,Arlington,WA 98223 O:360.403.3549 hhardwick(@arlin toy nwa.g_oy I www.arlingtonwa.gov Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. 0 �' 1 • 1 % Community & Economic Development May 22, 2025 WR Arlington LLC 7530 204th St Ne Arlington,WA 98223 RE: Project Closeout Requirements Project Name: Wet Rabbit Express Car Wash Project Address: 7530 2041h St Ne Project No.: PWD-3732 Dear Chris McClure, Portions of the construction project are nearing completion. Prior to Certificate of Occupancy issuance and performance bond release, review and approval of all items related to the project closeout are required. 1. All punch list items shall be completed and approved (punch list attached); it is the responsibility of the Contractor to arrange reinspection of all punch list items. a. For all punch list items except water and sewer; contact Brian Grieve for reinspection: i. 360-913-1396 or bgrieve@arlingtonwa.gov. b. For Water and Sewer Punch list items contact: i. Public Works Department: 360-403-3526 2. As-Built plans: a. Plans shall adhere to the Public Works Design and Construction Standard 1-11. b. Shall include all public and private infrastructure,and right of way improvements c. Submit one (1) full paper set along with the electronic format(PDF) d. AutoCAD files will be required with As-Built plan final approval 3. Bills of Sale (attached): a. For public water,sanitary sewer and stormwater drainage to the property line only b. Shall be submitted with As-Built plans 4. Easement/Right of Way Dedication: a. A 20-foot easement is required for any public water system on private property. b. Submittal of legal description and exhibit map by a Professional Engineer or Surveyor licensed in the state of Washington i. All text shall be a minimum of 8-point font. ii. Avoid low contract colors and highlighting c. Right of Way Dedications require Council approval, which may extend the project closeout timeline. 5. Maintenance Bond: a. A 2-year maintenance bond is required. i. The City of Arlington maintenance bond form may be used; or ii. An Assignment of Funds iii. The Following shall be indicated on the security: 1. The Bond shall not be released without written discharge from the City of Arlington 2. All items to be dedicated to the City of Arlington or were repaired due to construction; including but not limited to infrastructure relating to the water, sanitary sewer and storm water drainage systems, private and public landscaping and right-of-way improvements. b. Maintenance Bond Estimated Cost of Construction$16,822.50 x 20% = $3,364.50 All of the above requested information must be submitted with the as-built plans to be considered a complete submittal for review. Please feel free to reach out should you have any questions at 360- 403-3549 or hhardwickParlingtonwa.gov.. Sincerely, 1�lallkt� Y, Hannah Hardwick Permit Technician Community&Economic Development 202508040267 EASEMENT Rec:$308.50 8/4/2025 2:11 PM 6 PG SNOHOMISH COUNTY,WA NO EXCISE TAX WHEN RECORDED RETURN TO: REQUIRED CITY OF ARLINGTON AUG 0 4 2025 18204 59TH AVENUE NE ARLINGTON,WA 98223 BRIAN SULLIVAN,Snohomish County Tr ur By BRIAN SULLIVAN DOCUMENT TITLE(S): Water&Utility Easement REFERENCE NUMBER(S) OF RELATED DOCUMENTS: PWD3732 GRANTOR(S), (LAST,FIRST,MIDDLE INITIAL) WR Arlington LLC GRANTEE(S), (LAST,FIRST,MIDDLE INTIAL) City of Arlington,Washington (Public) LEGAL DESCRIPTION Parcel I: SEC 14 TWP 31 RGE 05BAAP 198FT E OF NW COR OF NE1/4 TH S 320FT TH E 132FT TH N 320FT TH W 132FT TO POB LESS ST HWY 1A&LESS PTN TO CITY ARL FOR ADD'L R/W PER SWD REC AF 9309290556. Parcel I1: Section 14 Township 31 Range 05 Quarter NE PAR B CITY OF ARL BLA NO PLN899 REC NO 202203105003 BEING A PTN OF NWt/4 NE1 4 ASSESSOR'S PROPERTY TAX PARCEL NUMBER 31051400100600 & 31051400101000 CITY OF ARLINGTON UTILITY EASEMENT AFTER RECORDING, RETURN TO: CITY OF ARLINGTON 18204 591h Avenue NE Arlington, WA 98223 UTILITY EASEMENT GRANTOR (S): WR Arlington LLC GRANTEE (S): City of Arlington, Washington LEGAL (Abbrev.): That portion of Section 14 , Township 31 North, Range 5 East WM. ASSESSOR'S TAX#: 31051400100600 & 31051400101000 THIS AGREEMENT is made and entered into this �1- �'day of, ►'��. use 2025 by and between WR Arlington LLC. (hereinafter "Grantors") and the City o fj Arlington, Washington (hereinafter "City"). WHEREAS, Grantors are the owners of certain property located within the City of Arlington, Washington; and WHEREAS, Grantor wishes to grant an easement to the Grantee; NOW, THEREFORE, for valuable consideration, the receipt of which is hereby acknowledged, it is agreed by and between the parties hereto as follows: CITY OF ARLINGTON UTILITY EASEMENT 1. Grant of Easements by Grantors to the City. 1.1 Grantors convey and grant to the City of Arlington, its successors and assigns and permittees and licensees, a perpetual easement for utilities and the right, privilege and authority to construct, alter, improve, repair, operate and maintain a storm sewer, sanitary sewer lines, and/or water lines, pipes, and appurtenances, over, under and across Grantor's property legally described as follows: See Attached Exhibit "A" together with the right to ingress to and egress from said lands across adjacent lands of the Grantor, for the purpose of constructing, reconstructing, repairing, renewing, altering, changing, patrolling, and operating the said lines and appurtenances, and the right at any time to remove said lines and appurtenances from said lands. 1.2 The Grantor reserves the right to use the surface of the above- described easement in any manner now existing, but shall not erect any buildings, structures, patios, or other construction of any nature on said easement; provided, however, that Grantor shall have the right to make any use of the easement area not inconsistent with the Grantee's rights hereunder. 2. General Terms. 2.1 Entire Agreement. This Agreement contains all of the agreements of the parties and no prior agreements or understandings pertaining to any such matters shall be effective for any such purpose. 2.2 Modification. No provision of this Agreement may be amended or added to except by agreement in writing signed by the parties. 2.3 Successors in interest. This easement shall be a covenant running with the land and shall be binding on the Grantor, and Grantor's heirs, successors and assigns forever. CITY OF ARLINGTON UTILITY EASEMENT DATED this day of rw-�— , 2025. GRANTOR: JVL By: O�ct (Lk" Y\ This record was acknowledged before me on I� , ,�� by (date) as Ma MetM.f -of In112 k_et&�..4 I.�LL (name) (typcYof all hority) (name of party company) i Notary Public for the State of W shi gton DIvrA HAIR IKATU 0 1`g Public 2� Notary Public My Commission Expires: State of Washington Commission#25010695 My Comm. Expires Apr 18, 2029 CITY OF ARLINGTON UTILITY EASEMENT EXHIBIT `A' WATER EASEMENT DESCRIPTION THAT PORTION OF PARCEL I AND PARCEL II AS SHOWN ON RECORD OF SURVEY PER RECORDING NUMBER 202312155001, RECORDS OF SNOHOMISH COUNTY, WASHINGTON AS DESCRIBED; COMMENCING AT THE EAST MOST PROPERTY CORNER OF PARCEL II ABUTING THE NORTHWEST MARGIN OF 77TH AVENUE NORTHEAST, BEING ON A CURVE CONCAVE TO THE SOUTHEAST WITH A RADIUS OF 530.00 FEET, THE CENTER OF WHICH BEARS SOUTH 48°23'03" EAST; THENCE SOUTHWESTERLY, ALONG SAID MARGIN AND CURVE, THROUGH A CENTRAL ANGLE OF 00°26'36" AND AN ARC LENGTH OF 4.10 FEET TO THE POINT OF BEGINNING; THENCE NORTH 48°21'42" WEST, A DISTANCE OF 264.56 FEET; THENCE SOUTH 42°40'47" WEST, A DISTANCE OF 5.00 FEET; THENCE NORTH 48°21'42" WEST, A DISTANCE OF 32.74 FEET; THENCE NORTH 17°43'33" WEST, A DISTANCE OF 17.62 FEET TO THE NORTHEASTERLY PROPERTY LINE OF SAID PARCEL 11; THENCE NORTH 48°2"02" WEST, ALONG SAID NORTHEASTERLY LINE, A DISTANCE OF 2.50 FEET TO THE EAST PROPERTY LINE OF SAID PARCEL I; THENCE NORTH 0°30'59" EAST, ALONG SAID EAST LINE, A DISTANCE OF 0.93 FEET; THENCE SOUTH 72°16'27" WEST, A DISTANCE OF 9.02 FEET; THENCE SOUTH 17°43'33" EAST, A DISTANCE OF 23.40 FEET; THENCE SOUTH 48°21'42" EAST, A DISTANCE OF 35.29 FEET; THENCE SOUTH 42°40'47" WEST, A DISTANCE OF 26.04 FEET; THENCE SOUTH 48°21'42" EAST, A DISTANCE OF 20.00 FEET; THENCE NORTH 42°40'47" EAST, A DISTANCE OF 21.03 FEET; THENCE SOUTH 48°21'42" EAST, A DISTANCE OF 245.46 FEET TO THE NORTHWEST MARGIN OF SAID 77TH AVENUE NORTHEAST AND A POINT ON A NON-TANGENT CURVE CONCAVE TO THE SOUTHEAST WITH A RADIUS OF 530.00 FEET, THE CENTER OF WHICH BEARS SOUTH 50°59'26" EAST; THENCE NORTHEASTERLY, ALONG SAID MARGIN AND CURVE, THROUGH A CENTRAL ANGLE OF 02°09'47" AND AN ARC LENGTH OF 20.01 FEET TO THE POINT OF BEGINNING. 07-21-2025 slon CONTAINING 6,278 SQUARE FEET, MORE OR LESS. e o nu AS878 �'�AL LAB G C 0° mmnN) for D cn v cn CD !n N D � 00 w n�i o — n N w rn p N m N _ v 71 p N m w m � Cl) z m ov N o rn � N p pwj O A Z v J P m t0 - v4 OD ^� / N A m W z z 0 > cVil D / / Z °' ow / ai � p acn �nom z nib J o m 0C oD N m oo A � Czoo mm a 4, NCmOw ooa�o � � � � r o oom o DDco oCOomcn �,q // /� -4 N ;o ti�/ �C9, ? o D / 4° o / /0 00 -4 w / / m rn / X 2 /O / _W D / / p N �Ua o w �y IL F� F o �N w O N N N CP 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name:Wet Rabbit Express Carwash As-builts Permit No.:PWD3732 Review Date: 10/21/2025 Contact: Chris McClure and Travis Phone No.: 206-284-8200 Review Phase:As-Builts 2nd Review Report Date: - Cheshire Reviewing Dept.:CED/PW Applicant:Wet Rabbit/Chris DWG Issue Date: McClure # Rev, Dwg.or Add'1 Ref. Comment Response/Resolution City Spec.Ref. Approved 1. PW Submit Contractor Markups and specify at water Water depths called out at tees on sheet C-3.0. Water depths at tee's and bends on as-builts. Rim and top bolt elevations of gate valves also provided. City comment: Contractor markups still required. Civil Response: Contractor markups and as- built survey are included with submittal. 2. PW Provide N/E at valves,tee,hydrant locations. N/E information added to valves,tees,and TN Water hydrant on sheet C-3.0. 3. PW Sewer Punchlist Items have not been called in for Contractor sent photos to confirm grouting of TN Sewer completion. cleanouts. • Cleanout#-9: Needs grouted inside the ring and cover around the pipe. •The cleanout for tank 1:Needs grouted around the pipe inside the ring and cover also. 4. PW Combined SS Sewer&Water easements for Drive A,B Comment#4 dismissed per email TN Sewer &C for recordings. correspondence from Krista Stewart dated 8/18/2025.Krista stated comment was made in error. S. PW C3.0 a.Round pipe lengths to whole numbers (no A.pipe length have been rounded to whole TN Sewer decimals) numbers. b.Asbuilt pipe slopes when pipe lengths change B,As-built pipe slopes have been calculated for c.Sanitary sewer structure table has 2"SSMH 02". storm and sewer. Please correct to match plan.Note all sewer upstream of the SSMMH is private. Page 1 of 3 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name:Wet Rabbit Express Carwash As-builts Permit No.:PWD3732 Review Date: 10/21/2025 Contact: Chris McClure and Travis Phone No.: 206-284-8200 Review Phase:As-Builts 2nd Review Report Date: - Cheshire Reviewing Dept.:CED/PW Applicant:Wet Rabbit/Chris DWG Issue Date: McClure C.Corrected duplicate structure names. Updated duplicate SSMMH to be SSMH 03 on plans. 6. PW Drawing show 4-tanks;however inspector stated only Original layout was designed for 4 x 2,000 Sewer 3 were installed. gallon tanks.Due to long manufacturing time of the tanks,the contractor instead used 3 x 3,000 gallon tanks which increased the total capacity of the system by 1,000 gallons.The installed 3 tank layout will meet or exceed performance of 4 tank layout. City comment: Drawing show 4-tanks;however, inspector stated only 3 were installed. The as- built plans shall show AND note that only 3- tanks,specifying in size,were installed. Update note"T". Civil Response: Updated note T to"3,000 gallon reclaimed water tank".Added note to clarify that tank 04 was not installed and tanks 1,2, and 3 were increased to 3,000 gallons. 7. PW One of the MH's was listed incorrectly,and a CO was Structure labeled SSMH 01:Contractor states TN Sewer installed. that a manhole could not be used in this location,so a cleanout was installed instead. SSMH 02 will now be considered the sanitary sewer monitoring manhole for the property. 8. PW Proposed Easements Exhibits and legals will need to Easement for water line has been reviewed and TN Admin be reviewed and approved prior to recording. recorded under AFN 202508040267 Page 2 of 3 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name:Wet Rabbit Express Carwash As-builts Permit No.:PWD3732 Review Date: 10/21/2025 Contact: Chris McClure and Travis Phone No.: 206-284-8200 Review Phase:As-Builts 2nd Review Report Date: - Cheshire Reviewing Dept.:CED/PW Applicant:Wet Rabbit/Chris DWG Issue Date: McClure CED Note:Easement exhibit and legal has been reviewed. 9. PW C2.0 Verify ADA compliance with As-built spot elevations Spot elevations and enlarged details have been TN Admin at driveway cuts on 77th Ave NE&204th St NE. added for driveway cuts,see sheet C-2.1. 10. PW C2.1 Provide as-built spot elevations for curb ramps to Spot elevations for curb ramps have been added TN Admin verify ADA compliance. to enlarged details on sheet C-2.1. 11. PW C2.2 Provide as-built spot elevations and N/E for on N/E coordinates have been added to enlarged TN Admin infiltration pond.Update Table B with As-built info. storm pond detail on sheet C-2.0. 12. PW- All Sheets Shall be signed by the PE in the Engineering Engineering Construction Record Certification Admin Construction Record Certification. has been signed on all sheets. 13. 14. 15. 16. 17. 18. 19. 20. Page 3 of 3 A PORT/ON OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. GENERAL NOTES 1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFIC SITEWRK SPECIFICATIONS - AND CITY R ARLINGTON AND SNOHOMISH COUNTY STANDARDS WHICH ARE HEREBY REFERENCED AS PI. PART OF THESE PLANS. t", 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS.THE - WM j " U u U• �,"�iI� PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY.THE EXISTING CONDITIONS SHOWN R THESE p s �4� r PLANS ARE BASED UPON THE SURVEY PREPARED BY HARMSEN LAND SURVEYING,DATED NOVEMBER 15, • 2023.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWRK IMPROVEMENTS.IF CONFLICTS ARE DISCOVERED,THE CONTRACTOR SHALL NOTIFY ` I THE OWNER PRIOR TO INSTALLATION R ANY PORTION R THE SITEWRK WHICH WOULD BE AFFECTED.IF �• m - CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY,INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION,HE SHALL HAVE MADE,AT HIS OWN EXPENSE,A TOPOGRAPHIC SURVEY BY A D LD) !"1 '�j �REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. '3. CAUTION-NOTICE TO CONTRACTOR THE CONTRACTR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONOF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTIUTY COMPANIES AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD.THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT R COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTIUTY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.THIS MAY INCLUDE POTHOLING,SLOPING,OR ROUND PENETRATING RADAR(GPR)AT THE A CONTRACTR'S EXPENSE. IT SHALL BE THE RESPONSIBILITY R THE CONTRACTR TO RELOCATE ALL --- (J ,,/ `fCJEXISTING UTILITIES NHICH CONFLICT MTIi THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. -- 4. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL - CONNECTION OF SERVICES. 5. SITE WORK FOR THIS PROJECT SHALL BE CONSTRUCTED PER THE APPROVED,SIGNED CONSTRUCTION PLANS. s ELECTRONIC FILES SHALL NOT BE CONSIDERED CONSTRUCTION DOCUMENTS UNLESS SPECIFICALLY STATED AS SUCH AND HANDLED IN ACCORDANCE WITH THE BID DOCUMENTS. SIGNED PAPER PLANS SHALL TAKE - - PRECEDENCE OVER ELECTRONIC FILES. 7530 20TH ST NE A:° 6. THE CONTRACTOR SHALL MAINTAIN A SET OF THE CONSTRUCTION PLANS ON-SITE AT ALL TIMES MILE g „" QD IS IN PROGRESS ARLINGTON, WA 98223 7. THEE CONTRACTOR TOR SHALL PROVIDE THE ENGINEER OF RECORD A DETAILED AS-BUILT SURVEY FOR THE FOLLOWING SITE CONSTRUCTION IMPROVEMENTS: • ALL REVISIONS TO THE COA APPROVED CONSTRUCTION PLANS Im•„ • ALL UNDERGROUND UTILITIES INCLUDING BUT ELEVATIONS LIMITED W SLL STOTER,SANITARY SEWER,WATER, SITE DATA OWNER/DEVELOPER GOVERNING AGENCY UTILITY PROVIDERS ELECTRICAL,ETC..PROVIDE RIM AND INVERT ELEVATIONS FOR ALL STRMWATER AND SANITARY STRUCTURES. VICINITY MAP • SPOT ELEVATIONS FOR ALL CURB RAMPS ADA PARKING AND ACCESSIBLE ROUTES FROM THE BUILDING ZONING: GENERAL COMMERCIAL(GC) WR ARLINGTON LLC CITY OF ARUNGTON STORM TO THE RIGHT-OF-WAY AND FROM PARKING AREAS TO THE BUILDING. 3213 W.WHEELER ST./750 238 N OLYMPIC AVE PARCEL NO'S: 310514001000(30.76 AC) SEATTLE,WA 98199 ARLINGTON,WA 98223 154 W ON CITY STORMWATER DEPARTMENT NOT TO SCALE 310514001010 00(f0.76 AC) 154 W COX ST LEGAL DESCRIPTION PARCEL DIMENSIONS: SEE ALTA/TOPO SURVEY (206)284-8200 (360)403-3551 ARUNGTON,WA 98223 EXISTING USE: OFFICE&VACANT LAND CONTACT:CHRIS MCCLURE (360)403-3526 PER STATUTORY WARRANTY DEED AFN 202405010309: PROPOSED USE: COMMERCIAL BUILDING AREA: Wm PARCEL I: CAR WASH t4,814 SF(BUILDING FOOTPRINT) ARCHITECTARUNGTON CITY WATER UTILTY DEPARTMENT BUILDING HEIGHT: 335' SURVEYING 154 W COX ST A PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 14,TOWNSHIP 31 NORTH, TOTAL SITE AREA: 66,117 SF(1.518 AC)-BOTH PARCELS SDH ARCHITECT,LLC ARUNGTON,WA 98223 RANGE 5 EAST,W.M.,IN SNOHOMISH COUNTY,WASHINGTON,DESCRIBED AS FOLLOWS: IMPERVIOUS SITE AREA 35,110 SF(0.85 AC) 2242 NW RESERVE CAMP CT 2822 CN (360)403-3526 LANDSCAPE AREA 31,007 SF(0.712 AC) BEND,OR 97703 EVERE O WA 982o1CUITE 300 COMMENCING AT A POINT 198 FEET EAST OF THE NORTHWEST CORNER OF THE NORTHEAST SEWER QUARTER R SAID SECTION 14; IMPERVIOUS AREA COVERAGE 53% (206)369-8881 (425)252-1884 ARLINGTON CITY SEWER DEPARTMENT THENCE SOUTH 320 FEET; CONTACT:SCOTT HARRIS,NCARB,LEED AP CONTACT: ANDREW MCLEAN,PLS 154 W COX ST THENCE EAST 132 FEET; ARLINGTON,WA 98223 THENCE NORTH 320 FEET; (360)403-3526 THENCE WEST 132 FEET TO THE POINT R BEGINNING; DEVELOPMENT STANDARDS CIVIL GEOTECH ELECTRIC EXCEPT PORTION CONVEYED TO THE STATE R WASHINGTON BY DEED RECORDED IN VOLUME 568 OF DEEDS, PACLAND-SEATTIF SNOPUD DRAWING INDEX PAGE 6,UNDER RECORDING NO.1148158; ZONING GC-GENERAL COMMERCIAL ZIPPER GEO 2320 CALIFORNIA STREET MAXIMUM IMPERVIOUS SURFACE NONE SEAT GREENWOOD AVE N 19019 36TH AVE W,SUITE E SHEET NO DRAWING TITLE SHEET NO DRAWING TITLE SEATII5 -9 98103 LYNNWOOD,WA 98036 (425) T, - 98201 ALSO EAST, THAT PORTION THEREOF LYING WITHIN THE BOUNDARIES OF 204TH STREET MAX.BUILDING HEIGHT 45' (206)522-9510 (425)783-8272 NORTHEAST, LOT COVERAGE 100% (425)582-9928 CV-1.0 COVER SHEET C-6.1 STORM DRAINAGE DETAILS CONTACT:SEAN MALLON,P.E. CONTACT: JAMES P.GERGIS,PE TRANS GHESHIRE,P.E. NATURAL GAS CV-1.1 PACLAND GENERAL NOTES C-6.2 STORM DRAINAGE DETAILS ALSO EXCEPT THAT PORTION CONVEYED TO THE CITY OF ARLINGTON FOR STREET PURPOSES BY DEED BUILDING SETBACKS ROBERT A.ROSS,PE CASCADE NATURAL GAS RECORDED SEPTEMBER 29,1993 UNDER RECORDING NO.9309290556. FRONT STREET 25' 1520 S 2ND ST CV-1.2 CITY OF ARLINGTON GENERAL NOTES C-6.3 STORM DRAINAGE DETAILS PARCEL II: SIDAR 20'(PRIMARY);5'(ACCESSORY) LANDSCAPE TRANSPORTATION MT VERNON,WA 98273 SHEET 1 OF 2 ALTA/TOPO SURVEY C-6.4 STORM DRAINAGE DETAILS SHEET 2 OF 2 ALTA/TOPO SURVEY C-6.5 STORM DRAINAGE DETAILS PARCEL B,CITY OF MARCH 10,2022 ASARLINGTON DUSKIN REC RECORDING NO.20220310ARY 5003,LINE SNOHOMISHT CITY FILE NUMBER COUNTY,WASHINGTON. #899,RECORDED 21,11 LANDSCAPE ARCHITECTS,LLC 12131�113TH AVE NE,#203 D-1.0 DEMO&TESC PLAN OUP C-6.6 STORM DRAINAGE DETAILS SCREENING TACOMA,WA 98402 KIRKLAND,WA 98034 D-2.0 TESC DETAILS C-7.0 WATER DETAILS SITUATE IN THE COUNTY OF SNOHOMISH,STATE R WASHINGTON. (253)209-4053 (425)896-52DB C-7.1 WATER DETAILS SOUTHERN LOT LINE: TYPE B CONTACT:MOGHAN LYON,ASLA,CLARE,RLA CONTACT:MIKE SWENSON,PE C-1.0 SITE PLAN EASTERN LOT LINE: TYPE B C-7.2 WATER DETAILS ABBREVIATIONS NORTHERN LOT LINE: TYPE B C-2.0 GRADING PLAN WESTERN LOT LINE: TYPE B C-21 GRADING BLOW UP DETAILS C-8.0 SITE DETAILS AASHTO AMERICAN ASSOCIATION OF STATE MAX MAXIMUM UTILITY LOCATES C-2.2 STORM DRAINAGE PLAN C-8.1 SITE DETAILS HIGHWAY AND TRANSPORTATION MEP MECHANICAL/ELECTRICAL/ FLOOD PLAIN UTILITY NOTIFICATION CENTER C-3.0 UTILITY PLAN C-8.2 SITE DETAILS OFFICIALS PLUMBING C-8.3 SITE DETAILS AFN ASSESSOR'S FILE NUMBER MH MANHOLE ZONE X:AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOODPLAIN. CALL BEFORE YOU DIG C-5.0 SANITARY SEWER DETAILS APN ASSESSOR'S PARCEL NUMBER MIN MINIMUM FLOOD INSURANCE RATE MAP:SNOHOMISH COUNTY,WASHINGTON AND (800)424-5555 R 811 C-5.1 SANITARY SEWER DETAILS L1.00 LANDSCAPE PLAN,SCHEDULE&NOTES o ARCH ARCHITECTURAL MJ MECHANICAL JOINT INCORPORATED AREAS L1.01 PLANTING DETAILS cal C-5.2 SANITARY SEWER DETAILS ASTM AMERICAN SOCIETY FOR TESTING MUTCD MANUAL ON UNIFORM TRAFFIC PANEL 392 OF 1575 L1.02 PLANT IMAGES AND MATERIALS CONTROL DEVICES C-5.3 SANITARY SEWER DETAILS �I COMMUNITY: CITY OF ARLINGTON-NUMBER: 530271 AVE AVENUE N NORTH PANEL NO.0932,SUFFIX F 75 BMP BEST MANAGEMENT PRACTICE NTS NOT TO SCALE MAP NUMBER: 53061CO392F C-6.0 STORM DRAINAGE DETAILS BW BOTTOM R WALL OSHA OCCUPATIONAL SAFETY AND HEALTH EFFECTIVE DATE:JUNE 19,2020 CB CATCH BASIN ADMINISTRATION CL CLASS PE CC3 CO CLEANOUT POC POINT OF CONNECTION PARKING DATA o COA CITY R ARLINGTON PVC POLYVINYL CHLORIDE ROAD CLASSIFICATION o CY CUBIC YARDS RD ROAD PARKING REQUIRED: 1 STALL PER EMPLOYEE CIA DIAMETER REOS REQUIREMENTS 204TH ST NE: MINOR ARTERIAL RESERVOIR CAPACITY EQUAL TO 5X THE 3 DR DRIVE S SOUTH CAPACITY R THE WASHING OPERATION / 77TH AVE NE: LOCAL STREET DR DETAIL SD STORM DRAIN PARKING PROVIDED-CAR WASH E EAST SDR STANDARD DIMENSION RATIO -9: HIGHWAY cm of CONSTRUCTION DRAWING REV ARLINGTON REVIEW ACKNOWLEDGMENT o ESAL EQUIVALENT SINGLE-AXLE LOAD SF SQUARE FEET STANDARD STALLS(9'X19') =3 STALLS / ESC EROSION AND SEDIMENT CONTROL SS SANITARY SEWER ACCESSIBLE STALLS(8'X19') =1 STALL THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE WITH THE Z EX EXISTING ST STREET EARTHWORK QUANTITIES TOTAL STALLS =4 STALLS CITY OF ARLINGTON CODES AND ORDINANCES.CONFORMANCE OF THE DESIGN WITH ALL FCMH FLOW CONTROL MANHOLE STD STANDARD APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE RESPONSIBILITY OF N FFE FINISHED FLOOR ELEVATION SW SIDEWALK THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS EARTHWORK VOLUMES SHOWN BELOW REPRESENT THE DIFFERENCE BETWEEN VACUUM STALLS =13 STALLS SHEET.ACKNOWLEDGEMENT OF CONSTRUCTION DRAWING REVIEW DOES NOT IMPLY FG FINISHED GRADE TC TOP OF CURB FINISHED AND EXISTING GRADE SURFACES WITH NO ADJUSTMENTS MADE FOR CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRE OTHER COUNTY,STATE FL FLOW LINE TP TOP OF PAVEMENT t OR FEDERAL PERMIT REVIEW AND APPROVAL.THE PROPERTY OWNER AND LICENSED o SURFACE PREPARATION,UTILITY TRENCHING,R SUBGRADES.THE VOLUMES ARE EMPLOYEE PARKING FOR CAR WASH TO UTILIZE PARKING ON ADJACENT PARCEL DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE ACQUISTION AND COMPLIANCE OF FT FEET TW TOP OF WALL APPROXIMATE ONLY.CONTRACTOR TO PERFORM INDEPENDENT ESTIMATE FOR ALL APPLICABLE PERMITS AND/OR AUTHORIZATION WHICH MAY INCLUDE,BUT ARE NOT o HDPE HIGH-DENSITY POLYETHYLENE TYP TYPICAL BIDDING. WASH TUNNEL RESERVOIR CAPACITY PROVIDED(MAX.3 VEHICLES IN WASH OPERATION) LIMITED TO,WSDFN HYDRAULIC PROJECT APPROVAL(HPA),WSDOE NOTICE OF INTENT HORIZ HORIZONTAL VERT VERTICAL (NOI),ARMY CORP OF ENGINEERS FILL PERMITS AND THE REQUIREMENTS OF THE n ENDANGERED SPECIES ACT. / HP HIGH POINT W WEST CUT: 1,726 CY TOTAL RESERVOIR =15 VEHICLES m HWY HIGHWAY WA WATER FILL: 1,810 CY DO IE INVERT ELEVATION WSDOT WASHINGTON DEPARTMENT OF NET. 74 CY(FILL-IMPORT) BY:orvaopnwm s.rvmry M.nao.' DATE: < LP LOW POINT TRANSPORTATION THESE APPROVED CONSTRUCTION PLANS EXPIRE AFTER 18 MONTHS FROM THE DATE W SHOWN ABOVE OR UPON EXPIRATION OF PRELIMINARY PLAT OR SITE PIAN APPROVAL 3 w No. Date By Revision Description Designed By. Toone Date `Sto�EN C yF 'C'EL v TAC 07/25/2024 �rsy �� WET RABBIT EXPRESS CAR WASH Drawn By: PW°3732 �= �T �AA 7530 204TH ST NE COVER SHEET CV-1.0 TACI W51• jf Checked By, Project No. A NAL l � 6814Gr woodAwN T(206)522-9510 ARLINGTON, WA 98223 Seattle,WA 98103 -.P.LAN..can SMM 10700009 2024.07.2512:01:22-07'00' A PORTION OF THE NW 1/4 OF THE NE 1/4,SEC 14, TWP. 31 N., RGE. 5 E., W.M. GENERAL NOTES DEMOLITION NOTES GENERAL UTILITY NOTES 1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFIC SITEWORK SPECIFICATIONS AND 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT.THESE 1. ALL IMPROVEMENTS SHALL MEET LOCAL,STATE DOT AND A.P.W.A.STANDARD SPECIFICATIONS CITY OF ARUNGTON AND SNOHOMISH COUNTY STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE.THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, PLANS. EXISTING ON-SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. SLOPED PAVING,EXIT PORCHES,SIDEWALKS,RAMPS AND TRUCK DOCKS,PRECISE BUILDING DIMENSIONS AND 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS.THE PLAN 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS.THE PLAN EXACT BUILDING UTILITY ENTRANCE LOCATIONS. DOES NOT REPRESENT A DETAILED FIELD SURVEY.THE EXISTING CONDITIONS SHOWN ON THESE PLANS ARE DOES NOT REPRESENT A DETAILED FIELD SURVEY.THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE 3. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. BASED UPON THE SURVEY PREPARED BY HARMSEN LAND SURVEYING,DATED NOVEMBER 15,2023.THE BASED UPON THE SURVEY PREPARED BY HARMSEN LAND SURVEYING,DATED NOVEMBER 15,2023.THE 4. ALL FILL MATERIAL SHALL BE IN PLACE,AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK 5. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY IMPROVEMENTS.IF CONFLICTS ARE DISCOVERED,THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO IMPROVEMENTS.IF CONFLICTS ARE DISCOVERED,THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO EXISTING LINE. INSTALLATION OF ANY PORTION OF THE SITEWORK MICH WOULD BE AFFECTED.IF CONTRACTOR DOES NOT INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED.IF CONTRACTOR DOES NOT 6. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. ACCEPT EXISTING SURVEY,INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS,WITHOUT EXCEPTION,HE SHALL ACCEPT EXISTING SURVEY,INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS,WITHOUT EXCEPTION,HE SHALL 7. ALL UTILITIES SHOULD BE KEPT TEN(10')APART(PARALLEL)OR WHEN CROSSING 18"VERTICAL CLEARANCE HAVE MADE,AT HIS OWN EXPENSE,A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT HAVE MADE,AT HIS OWN EXPENSE,A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). TO THE OWNER FOR REVIEW. IT TO THE OWNER FOR REVIEW. 8. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES,SANITARY LINES,STORM LINES AND GAS LINE 3. CAUTION-NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF 3. CAUTION-NOTICE TO CONTRACTOR (EXISTING AND PROPOSED),THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES LEAST 10 FEET ON BOTH SIDES OF CROSSING,THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD.THE INFORMATION IS NOT TO BE RELIED ON AS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES,AND WHERE POSSIBLE, THRUST BLOCKING AS REWIRED TO PROVIDE A MINIMUM OF 18°CLEARANCE,MEETING REQUIREMENTS OF ANSI BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 MEASUREMENTS TAKEN IN THE FIELD.THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR A21.10 AND ANSI 21.11(AWWA C-151)(CLASS 50). HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.THIS MAY INCLUDE COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE 9. LINES UNDERGROUND SHALL BE INSTALLED,INSPECTED AND APPROVED BEFORE BACKFlWNG. POTHOLING,SCOPING,OR GROUND PENETRATING RADAR(GPR)AT THE CONTRACTOR'S EXPENSE. IT SHALL BE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.IT SHALL BE THE RESPONSIBILITY OF THE 10. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES MICH CONFLICT WITH THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS MICH CONFLICT WITH THE REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. PROPOSED IMPROVEMENTS ON THE PLANS. 11. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES 4. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTIUTY SERVICE COMPANIES 4. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE LIMITS OF WORK SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. UNLESS OTHERWISE NOTED.ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND 5. SITE WORK FOR THIS PROJECT SHALL BE CONSTRUCTED PER THE APPROVED,SIGNED CONSTRUCTION PLANS.ELECTRONIC APPLICABLE STATE CODES. SPECIFICATIONS FILES SHALL NOT BE CONSIDERED CONSTRUCTION DOCUMENTS UNLESS SPECIFICALLY STATED AS SUCH AND HANDLED IN 5. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. 13. CONTRACTOR TO PROVIDE TRENCHING,BAO(FlLL,2-4'PVC SCHEDULE 40 CONDUITS,AND MILLING WIRES FOR ACCORDANCE WITH THE BID DOCUMENTS. SIGNED PAPER PLANS SHALL TAKE PRECEDENCE OVER ELECTRONIC FILES 6. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS WITH AN EXCESS OF 3'COVER MAY BE UNDERGROUND TELEPHONE SERVICE FROM EXISTING FACILITIES AS SHOWN 0 PLANS. CONTRACTOR TO 6. THE CONTRACTOR SHALL MAINTAIN A SET OF THE CONSTRUCTION PLANS ON-SITE AT ALL TIMES WHILE CONSTRUCTION IS DECOMMISSIONED AND ABANDONED IN PLACE,PROVIDED THAT THESE ABANDONED UTILITIES ARE GROUTED AND COORDINATE INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER. IN PROGRESS. CAPPED EXISTING SUBSURFACE IMPROVEMENTS AND DEBRIS WITHIN THE PROPOSED BUILDING PAD AREA, 7. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD A DETAILED AS-BUILT SURVEY FOR THE FOLLOWING .G SITE 14. CONTRACTOR IS TO PROVIDE TRENCHING,CONDUIT,AND BACKFlLL FOR ALL UNDERGROUND POWER LINE AND CONSTRUCTION IMPROVEMENTS: INCLUDING 10'BEYOND FOUNDATIONS,SHALL BE REMOVED. VAULTS AS REQUIRED BY UTILITY PROVIDER.POWER UNES AND POLES TO BE INSTALLED BY UTILITY PROVIDER. • ALL REVISIONS TO THE COA APPROVED CONSTRUCTION PLANS 7. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS,DRAINAGE STRUCTURES,VALVE BOXES,VAULT UDS SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS. • ALL UNDERGROUND UTILITIES INCLUDING BUT NOT UMITED TO STORMWATER,SANITARY SEWER,WATER, AND UTIUTY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY PROPOSED CONSTRUCTION. 15. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN AND METER TO BE ELECTRICAL,ETC..PROVIDE RIM AND INVERT ELEVATIONS FOR ALL STORMWATER AND SANITARY STRUCTURES. 8. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL,STATE,AND ACCOMPLISHED BY UTIUTY PROVIDER. • SPOT ELEVATIONS FOR ALL CURB RAMPS,ADA PARKING AND ACCESSIBLE ROUTES FROM THE BUILDING TO THE FEDERAL STANDARDS. PoGHT-OF-WAY AND FROM PARKING AREAS TO THE BUILDING. EROSION CONTROL NOTES SITE NOTES STORM DRAINAGE NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL,STATE,AND 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. 1. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED,AND EXISTING PIPES TO BE FEDERAL STANDARDS. STANDARDS. CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT-LADEN RUNOFF FROM 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, 2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE DISCHARGING FROM THE PROJECT SITE.FAILURE BY THE CONTRACTOR CAN RESULT IN A FINE.THE DESIGNATED SLOPED PAVING IN CAR WASH TUNNEL,EXIT PORCHES,SIDEWALKS,PRECISE BUILDING DIMENSIONS AND EXACT CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A BUILDING UTILITY ENTRANCE LOCATIONS. RETURN IT TO EXISTING CONDITIONS OR BETTER. 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED 3. DIMENSIONS SHOWN REFER TO FACE OF CURB,FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT 3. STORM DRAINAGE PIPE WITH LESS THAN 2'-0"COVER SHALL BE CLASS 50 DUCTILE IRON PIPE,OR APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION. STRIPING,UNLESS OTHERWISE NOTED. EQUAL TO SUSTAIN H-20 LOADING. 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,MAINTENANCE,REPLACEMENT AND 4. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR 4. ALL ON-SITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR,MANUFACTURER'S VERIFICATION OF UPGRADING OF THESE ESC FACIUTES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH 5. FIRE LANE STRIPING AROUND BUILDING PERIMETER AND ALONG FIRE TRUCK ACCESS WAYS SHALL BE INSTALLED 5. PVC(NYLOPLAST OR APPROVED EQUAL)STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. JURISDICTION AND THE SITE IS STABILIZED. AS PART OF THIS CONTRACT,IN ACCORDANCE WITH THE LOCAL CODE AND FIRE MARSHALL REQUIREMENTS 6. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED 6. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION,DIMENSIONS OF PROPERTY LINES,BASIS OF BEARINGS It BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE.DURING BENCHMARK INFORMATION. IS AT TOE OF CURB OR FLOWUNE OF GUTTER(WHERE APPLICABLE). CONSTRUCTION,NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED.THE FLAGGING 7. SEE SHEET C-1.0 FOR SITE DIMENSIONS. 7. CATCH BASIN INLET PROTECTION/EROSION CONTROL TO BE USED FOR ALL NEW INLETS SHALL BE MAINTAINED BY THE OWNER AND/OR CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 8. ALL ON-SITE PAINTED STRIPING SHALL BE DOUBLE COATED.SEPARATE COATS SHALL BE APPUED NO SOONER 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS 5. THE EROSION AND SEDIMENTATION CONTROL FACIUTES SHOWN ON THIS PLAN ARE TO BE CONSIDERED THAN 4 HOURS APART.(CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING WATERTIGHT. ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS.DURING CONSTRUCTION,DEVIATIONS REQUIREMENTS.) 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT,AND SHALL HAVE TRAFFIC FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. PARKING LOT STRIPING SHALL BE WHITE,4°'METH,&DOUBLE COATED,UNLESS OTHERWISE NOTED. BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6"ABOVE FINISH GRADE. LIDS SHALL g. 6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR ON A 9. ALL DISTURBED AR BE LABELED"STORM SEWER". FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL,AND MAINTAINED AS NECESSARY TO INSURE THEIR STAND OF GRASS IE ESTABLISHED.AS ARE TO RECEIVE FOUR INCHES OF TOPSOIL,SEED,MULCH AND WATER UNTIL A HEALTHY 10. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS AND FOOTING DRAINS TO PROPOSED STORM DRAINS AS CONTINUED FUNCTIONING.ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES,STRAW BALES,SEDIMENT 11. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,REMOVED OR RELOCATED AS SHOWN. PONDS,ETC.PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. NECESSARY.ALL COST SHALL O INCLUDED IN BASE BID. 11. CONTRACTOR SHALL CONFIRM STRUCTURE CONSTRUCTABIUTY WITH MANUFACTURER PRIOR TO DELIVERY AND 7. AT NO TIME SHALL CONCRETE,CONCRETE BYPRODUCTS,VEHICLE FLUIDS,PAINT,CHEMICALS,OR OTHER 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS,INCLUDING BUT NOT LIMITED TO,ALL UTILITIES, INSTALLATION. POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM,OR STORM DRAINAGE,SIGNS,TRAFFIC SIGNALS do POLES,ETC.AS REQUIRED.ALL WORK SHALL BE IN ACCORDANCE TO DISCHARGE FROM THE PROJECT SITE. WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH.ALL COST SHALL BE 8. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTION DRAWINGS INCLUDED IN BASE BID. ON SITE AT ALL TIMES MILE CONSTRUCTION IS IN PROGRESS. 13. CURB RADII ADJACENT TO PARKING STALLS SHALL BE 2'.ALL OTHER CURB RADII SHALL BE AS NOTED ON THE 9. IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY SITE PLAN. PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 14. ALL VERTICAL CONSTRUCTION SHALL MAINTAIN 10'MINIMUM SEPARATION FROM OVERHEAD POWER UNES. 10. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL CONTRACTOR TO NOT ENGINEER IMMEDIATELY IF CONFECT EXISTS AND PRIOR TO CONSTRUCTION OF THE AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. VERTICAL ELEMENT INCLUDING,BUT NOT UMITED TO,UGHT POLE BASES AND TRAFFIC SIGNAL STANDARDS. 11. THIS APPROVED"TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN"MUST BE IMPLEMENTED PRIOR TO ANY SITE WORK.SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION. E 12. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER THE EVENT DISCOVERY OF POOR SOILS, GRADING NOTES SANITARY SEWER GENERAL NOTES GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS ASS NOTED ON THEE PLANS. 13. MAXIMUM SLOPES SHALL BE 21 HORIZ:VERT FOR FILL SLOPES,AND 2:1 HORIZ:VERT FOR CUT SLOPES. 14. ROCKERIES OR OTHER RETAINING FAOUTIES EXCEEDING 4'IN HEIGHT REQUIRE A SEPARATE PERMIT. 1. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT,UNLESS 1. ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE,NEAT AND 15. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN OTHERWISE NOTED. PROFESSIONAL MANNER,AND UNDER SUPERVISION OF CITY FORCES AT ALL TIMES.ALL SAFETY REQUIREMENTS 60 DAYS SHALL BE HYDROSEEDED,OR OTHERWISE STABILIZED,AS REQUIRED.STRAW MULCHING OR PLASTIC 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH. UTIUTES SERVING THE STRUCTURE.UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 2. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBUC WORKS PERMIT AND 0 16. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN 3. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFIWNG. N THE NUMBER OF DAYS SPECIFIED BELOW SHALL BE HYDROSEEDED,OR OTHERWISE STABILIZED,AS REQUIRED. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3HAV OR STEEPER.CONTRACTOR SHALL 3. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED,INSPECTED AND N STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING STABIUZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH DURING PERIODS OF LOW GROWTH: OF GRASS IS OBTAINED. JURISDICTION.ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND GOVERNMENTAL 75 WEST OF THE CASCADE MOUNTAIN CREST 4. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND APPUCABLE LOCAL REGULATION. AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. DURING THE DRY SEASON(MAY 1-SEPT.30): 7 DAYS ALL CUT AND FILL SLOPES SHALL BE 3A OR FLATTER UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY DURING THE WET SEASON(OCTOBER 1-APRIL 30):2 DAYS 5. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND. 3 17. SLOPE STABILIZATION.CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. EROSION.ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES.INTERCEPTORS SHOULD BE 6. ALL POLLUTANTS OTHER THAN SEDIMENT ON-SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED CONSTRUCTED AT THE TOP OF LONG,STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE RUNOFF.CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOW!THE FACE OF A CUT OR FILL TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S.PERMIT FOR STORMWATER DISCHARGE SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN.WHEREVER A SLOPE FACE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 3 CROSSES A WATER SEEPAGE PLANE,ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED.IN 7. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO / ADDITION,SLOPES SHOULD BE STABILIZED IN ACCORDANCE WITH ITEM(17)ABOVE. INCREASES IN THE VOLUME,VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. rn 18. STORM DRAIN INLET PROTECTION.ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE 8. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. N PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST 9. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. / BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 10. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. z 19. DUST ON THE SITE SHALL BE CONTROLLED PER LOCAL JURISDICTIONAL AIR QUAUTY REQUIREMENTS.THE USE 11. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN. N OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC UQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL 0 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE ALL NEW UNDERGROUND FALYLI➢ESIVIKINES SHALL BE INSTALLED NTDI A DETECTABLE CONDITIONS ON THE TITLE SHEET. UNDERGROUND LOCA77ON DEHCF INSTALL 112 GAUGE SOLID CORE INSULATED COPPER TRACER OW SECURELY ATTACHED TD LAM UBLITY AT B-fEET ON CENTER.12'OF 7RACER INRE BY: m SHALL BE ACCESSOLE ABOW GRADE AT ME 7ERMINA ROW!AND SHALL BE SECURUY Development Services Manager ATIACNED AT THAT POINT INE CONMACTOR STALL INCLUDE ALL COSTS ASSOCIATED WTN HIS REQUIREMENT IN THEIR BID. DATE: THIS APPROVAL VALID FOR 18 MONTHS w 3 .5 No. Date By Revision Description Designed By. Issue Date `StoLY f` TAC 07/25/2024 �AAWET RABBIT EXPRESS CAR WASH Drawn By: PW°3732 A- .W TAC 7530 204TH ST NE PACLAND GENERAL NOTES CV-1.1 C � I W51•� Che&edW- Project No; NAL Pa � 6814 G-wood Aw N T(206)522-9510 S ARLINGTON, WA 98223 j Seattle,WA 98103 -.P.Ln .can SMM 10700009 2024.07.2512:01:23-07'00' A PORT/ON OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. CITY OF ARLINGTON GENERAL CONSTRUCTION NOTES CITY OF ARLINGTON SANITARY SEWER NOTES CITY OF ARLINGTON WATER NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS,AND CURRENT EDITION OF THE CITY OF ARUNGTON 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS AND CURRENT EDITION OF THE CITY OF ARLINGTON 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF ARLINGTON PUBLIC WORKS STANDARDS AND SPECIFICATIONS.ANY CHANGES TO THE DESIGN REQUIRES CITY APPROVAL STANDARDS AND SPECIFICATIONS.ANY CHANGES TO THE DESIGN REQUIRE CITY APPROVAL STANDARDS AND SPECIFICATIONS,AND THE CURRENT EDITION OF THE WASHINGTON STATE DEPARTMENT OF 2. ALL MATERIALS SHALL CONFORM TO THE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS AND THE MATERIAL 2. ALL MATERIALS SHALL CONFORM TO THE CITY STANDARDS AND SPECIFICATIONS AND SHALL BE APPROVED BY THE CITY TRANSPORTATION(WSDOT)STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION.A COPY OF SUBMITTALS SHALL BE APPROVED BY THE CITY BEFORE SCHEDULING THE PRECONSTRUCTION CONFERENCE AND BEFORE PRIOR TO DELIVERY TO THE JOB SITE.MATERIAL SUBMITTALS ARE REQUIRED AND MUST BE APPROVED PRIOR TO THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. THE MATERIALS ARE DELIVERED TO THE JOB SITE.ONCE THE MATERIALS ARE DELIVERED TO THE JOB SITE THE SCHEDULING A PRE-CONSTRUCTION CONFRERNCE. 2. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO OBTAIN A GRADING PERMIT,RIGHT-OF-WAY INSPECTOR WILL DETERMINE IF THE MATERIALS WERE MANUFACTURED TO MEET THE REQUIREMENTS OF THE CITY OF 3. WATER MAINS SHALL BE CEMENT-LINED DUCTILE IRON PIPE CLASS 52 UNLESS OTHERWISE APPROVED BY THE CITY. PERMIT,AND UTILITY PERMITS,FROM THE CITY.ALL REWIRED PERMITS FROM OTHER AGENCIES MUST ALSO BE ARUNGTON STANDARDS AND SPECIFICATIONS BEFORE THE MATERIALS CAN BE INSTALLED. 4. ALL SERVICE LOCATIONS SHALL BE FIELD APPROVED BY THE CITY PRIOR TO INSTALLATION. OBTAINED BY THE DEVELOPER/CONTRACTOR. 3. ALL SEWER MAINS AND SIDE SEWER STUBS SHALL BE FIELD STAKED FOR GRADES AND ALIGNMENT BY A SURVEYOR 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE UNDERGROUND UTILITIES BY CAVING ONE-CALL UNDERGROUND 3. PRIOR TO ANY CONSTRUCTION ACTIVITY,THE DEVELOPER/CONTRACTOR SHALL ATTEND A PRECONSTRUCTION PRIOR TO CONSTRUCTION.THE CONSTUCTION STAKES MUST SHOW THE STATION AND OFFSET TO THE ALIGNMENT. UTILITY LOCATOR(1-800-424-5555)48 HOURS PRIOR TO CONSTRUCTION. CONFERENCE WITH THE CITY.THE CONTTRACTOR SHALL SCHEDULE THE PRE-CONSTRUCTION CONFERENCE BY CALLING 4. THE CITY OF ARUNGTON WASTEWATER DIVISION SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP OR 6. ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED BY OSHA AND (360)403-3500.PRIOR TO SCHEDULING,THE CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL FOR THE TRAFFIC CONNECTION TO AN EXISTING SANITARY SEWER MAIN.THE INSPECTOR SHALL BE PRESENT AT THE TIME OF THE TAP OR WISHA. CONTROL PLAN,CITY PERMITS,TEMPORARY EROSION AND SEDIMENT CONTROL PLAN,PERFORMANCE BOND,COPY OF CONNECTION. 7. THE PIPE SHALL BE INSTALLED BY FOLLOWING THE FINISHED GRADE PROFILE WHEREVER POSSIBLE.THE DEPTH OF 5. GRAVITY SEWERS,INCLUDING SIDE SEWERS,WITH 5 TO 14 FEET OF COVER SHALL BE PVC ASTM D 3034 SDR 35. OTHER AGENCY PERMITS,A COPY OF THE CONTRACTOR'S LICENSE,AND PROOF OF INSURANCE COVERAGE. COVER SHALL BE TYPICALLY 36 INCHES(3 FEET),AND MAY BE UP TO 60 INCHES(5 FEET)WITH THE APPROVAL OF 4. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE ON THE JOB SITE WHEN CONSTRUCTION IS IN PROGRESS. GRAVITY SEWER MAINS WITH LESS THAN 5 FEET OR GREATER THAN 14 FEET OF COVER SHALL SHALL DUCTILE IRON PIPE THE CITY ENGINEER.WATER MAINS UNDER THE STATE(OR COUNTY)HIGHWAYS SHALL MEET THE MINIMUM COVER 5. ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS.ANY DEVIATION FROM THE CLASS 52, T C-900 PVC.IF DUCTILE IRON PIPE IS USED FOR SEWER,THE PIPE INTERIOR SHALL BE EPDXY COATED DEPTHS REQUIRED BY WSDOT(OR SNOHOMISH COUNTY). APPROVED PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE (NOT CEMENT-LINED). 8. PIPE JOINT DEFLECTIONS SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURERS RECOMMENDED MAXIMUM 6. PRE-CAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C-478.JOINTS SHALL BE RUBBER GASKETED AND PUBLIC AGENCIES. GROUTED BOTH INSIDE AND OUTSIDE OF THE MANHOLE PER CITY OF ARUNGTON STANDARDS AND SPECIFICATIONS.ALL DEFLECTIONS.BENDS MAY BE REQUIRED TO MAINTAIN PROPER WATER MAIN ALIGNMENT WITHIN EASEMENTS OR PUBLIC 6. ALL B THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN THE PLANS HAVE BEEN ESTABLISHED BY FIELD SURVEY LIFT HOLES CUT THROUGH THE WALLS OF THE MANHOLE SHALL BE GROUTED FROM THE INSIDE AND OUTSIDE OF THE RIGHT-OF-WAY. COMPLETE. IS THE SOLE RESPONSIBILITY OF OR OBTAINED FROM AVAILABLE RECORDS O F THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL SHALL THEREFORE BE CONSIDERED APPROXIMATE AND NOT NECESSARILY MANHOLE TO BE WATERTIGHT.ADDITIONAL WATERPROOFING MAY BE REQUIRED. 9. WATER MAIN SHALL NOT BE PLACED UNDER SIDEWALK,CURBS,GUTTERS,OR ANY PERMANENT STRUCTURES WITHOUT 7. SIDE SEWER SERVICES SHALL BE PVC ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED JOINTS.SIDE SEWER THE PRIOR APPROVAL OF THE CITY ENGINEER. UTILITY LOCATIONS. 10. NO CONNECTION TO THE CITY WATER SYSTEM IS ALLOWED UNTIL THE NEW CONSTRUCTION PASSES PRESSURE AND CONNECTIONS SHALL BE MADE BY A TAP TO AN EXISTING MAIN OR A TEE FROM A NEW MAIN CONNECTED ABOVE THE 7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION AND SHALL PURITY TESTS,AND HAS BEEN APPROVED AND ACCEPTED BY THE CITY. SPRING LINE OF THE PIPE.WYES ARE NOT ALLOWED ON LINES 8"OR LARGER.SIDE SEWERS CAN NOT BE INSTALLED CONTACT THE UNDERGROUND UTILITIES LOCATE SERVICE(1-800-424-5555 OR 811)AT LEAST 48 HOURS PRIOR TO UNDER DRIVEWAYS UNLESS APPROVED BY THE CITY INSPECTOR. 11. PRIOR TO MAKING CONNECTIONS TO THE EXISTING SYSTEM,CONTRACTOR SHALL FIELD VERIFY THE LOCATION,DEPTH CONSTRUCTION. 8. ALL SEWER PIPE SHALL BE INSTALLED IWTH A CONTINUOUS TRACER TAPE 24"-48"UNDER THE PROPOSED FINISHED AND MATERIAL OF EXISTING WATER MAINS AT THE POINT OF CONNECTION. 8. INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE ACCOMPLISHED BY REPRESENTATIVES OF THE CITY OF ARLINGTON. SUBGRADE,OR AS DIRECTED BY THE CITY INSPECTOR.THE MARKER SHALL BE PLASTIC,NON-BIODEGRADABLE,METAL 12. ALL WATER LINES SHALL BE A MINIMUM OF 10 FEET HORIZONTAL CLEARANCE FROM SANITARY SEWERS.WHEN WATER IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS,ALLOWING CORE,AND DETECTABLE,IWTH BACKING MARKED'SEWER". LINES CROSS SEWER LINES,THE MINIMUM VERTICAL CLEARANCE SHALL BE 18 INCHES. PROPER ADVANCE NOTICE.THE INSPECTOR MAY REQUIRE REMOVAL AND REPLACEMENT OF ITEMS THAT DO NOT MEET 9. SIDE SEWERS SHALL BE INSTALLED BY THE DEVELOPER AND COORDINATED FOR CLEARANCE WITH POWER,GAS, 13. TO FILL THE MAIN FOR FLUSHING,PRESSURE AND PURITY TESTS,THE CONTRACTOR IS REQUIRED TO USE AN APPROVED CITY STANDARDS OR WERE CONSTRUCTED WITHOUT INSPECTION. TELEPHONE,CABLE,AND OTHER UTILITIES SIDE SEWERS SHALL BE A MINIMUM OF 10 FEET BEYOND PROPERTY LINES METER AND DCVA.THE HYDRANT SHALL REMAIN IN THE FULL OPEN POSITION TO PREVENT BACK-SIPHONAGE THROUGH 9. THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALL TIMES BY CLEANING WITH A AND 5'BEYOND ANY EASEMENT. THE DRAIN HOLE.AFTER SUCCESSFUL TESTING,THE CONTRACTOR WILL TIE INTO THE EXISTING SYSTEM,USING SWEEPING AND/OR VACUUM TRUCK.WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL 10. THE SEVER PIPE SHALL BE INSTALLED STARTING FROM DOWNSTREAM OF THE POINT OF CONNECTION ON THE EXISTING DISINFECTED SLEEVES AND SPOOL PIECES. FROM THE CITY INSPECTOR. SEWER OR FROM A DESIGNATED STARTING POINT.THE SEWER PIPE SHALL BE INSTALLED WITH THE BELL END UPSTREAM. 14. THE CONTRACTOR SHALL CONTACT THE CITY FOR VALVE OPERATION.ONLY AUTHORIZED REPRESENTATIVES OF THE CITY 10. THE CONTRACTOR SHALL MAINTAIN TWO(2)SETS OF"AS-BUILT"PLANS SHOWING ALL FIELD CHANGES AND 11. ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE CONTRACTOR AS REWIRED BY OSHA AND CAN OPERATE VALVES IN THE CITY WATER SYSTEM. MODIFICATIONS.IMMEDIATELY AFTER CONSTRUCTION COMPLETION,THE CONTRACTOR SHALL DELIVER BOTH COPIES OF WISHA, 15. THE CONTRACTOR IS HEREBY NOTIFIED THAT,SINCE FILLING AND FLUSHING WILL BE DONE THROUGH A RED-LINED PLANS TO THE CITY.THE CITY WILL FORWARD ONE OF THE COPIES TO THE DESIGN ENGINEER. 12 TO PREVENT WATER OR DEBRIS FROM DISCHARGING INTO THE CITYS EXISTING SEWER SYSTEM,THE CONTRACTOR SHALL CROSS-CONNECTION CONTROL DEVICE,LOW VELOCITY FLOWS MAY BE ENCOUNTERED.THEREFORE,EVERY ATTEMPT SHALL INSTALL A PLUG IN THE CONNECTION MANHOLE OR AS DIRECTED BY THE CITY INSPECTOR.THE PLUG SHALL NOT BE BE MADE TO KEEP THE PIPE CLEAN DURING INSTALLATION.THIS MAY INCLUDE SWABBING THE PIPE WITH CHLORINATED WATER. REMOVED UNTIL THE SEWER IS ACCEPTED BY THE CITY. 18CONTRACTOR CITY OF ARLINGTON ADA NOTES 13. ALL SEWER LINES SHALL MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL CLEARANCE AND A MINIMUM OF 18 INCHES . CONTRO,AN C D TRAFF LLCONTROLMAS REQUIRED BY PORARY I THE OCITY OR OTHERSON ANDIMENTATION APPLICABLE AGENCIES.UST CONTROL NOISE VERTICAL CLEARANCE FROM WATER ONES.SEE STANDARDS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND 17. CUTTING AND PATCHING OF ROAD WAYS SHALL CONFORM TO THE REQUIREMENTS OF THE RIGHT-OF-WAY PERMIT OF ALTERNATIVES. THE CITY OR OTHER APPLICABLE AGENCY. 14. PIPE BEDDING SHALL BE IN ACCORDANCE NTH THE CITY OF ARLINGTON STANDARD AND WSDOT STANDARD ADA NOTES: THE FOLLOWING NOTES SHALL APPLY TO HARDSCAPE FACILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. 18. ALL IN-LINE PIPE JOINTS SHALL BE RESTRAINED WITH FIELD LOCI(GASKETS. 1. UNLESS OTHERWISE SPECIFIED ON THE PLANS,OR DIRECTED BY THE CITY ENGINEER,CROSS SLOPES OF SIDEWALKS SPECIFICATIONS.3/8-INCH MINUS MANUFACTURED CLEAN PEA GRAVEL IS THE REQUIRED BEDDING MATERIAL ALL PIPE 19. ALL FITTINGS SHALL BE RESTRAINED JOINTS AND HAVE THRUST BLOCKING. SHALL BE NOMINAL 1.5X CROSS SLOPES SHALL NOT BE LESS THAN 1%NOR EXCEED 2X SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION.THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH 2. MAXIMUM SLOPES SHOWN ON THE PLANS REPRESENT THE MAXIMUM ALLOWABLE SLOPES PERMITTED BY CURRENT ADA BOTTOM OR THE TOP OF THE FOUNDATION MATERIALS AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED REQUIREMENTS.THE CONTRACTOR SHALL TAKE INTO CONSIDERATION CONSTRUCTION TOLERANCES WHEN PLACING BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED BY A SIDEWALKS TO INSURE MAXIMUM SLOPES ARE NOT EXCEEDED. UNIFORMLY DENSE UNYIELDING BASE. 3. COMPLETED SIDEWALKS OR OTHER HARDSCAPE ELEMENTS THAT EXCEED MAXIMUM SPECIFIED SLOPES OR ARE LESS 15. THE CONTRACTOR SHALL COMPACT TRENCH BACKFILL WITHIN THE CITY RIGHT-OF-WAY TO AT LEAST 90%MAXIMUM DRY THAN MINIMUM SPECIFIED SLOPES SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S DENSITY FROM THE BOTTOM OF THE TRENCH TO A DEPTH OF T BELOW THE SURFACE.THE TRENCH BACKFILL MUST BE EXPENSE. COMPACTED TO AT LEAST 95%MAXIMUM DENSITY WITHIN 3'OF THE SURFACE.ASPHALT MUST BE COMPACTED TO MEET THE REQUIREMENTS ON THE PLANS.ALL COMPACTION TESTS ARE AT THE DEVELOPERS EXPENSE. CITY OF ARLINGTON TESC NOTES CITY OF ARLINGTON STORM DRAINAGE NOTES 1. APPROVAL OF THE TEMPORARY EROSION/SEDIMENT CONTROL PLAN DOES NOT CONSTITUTE AN APPROVAL OF 1. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS AND PERMANENT ROAD OR STORM DRAINAGE DESIGN. CITY STANDARDS AND SPECIFICATIONS.ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL FROM THE 2 A TESL PLAN MEETING THE DOE STORM WATER MANAGEMENT MANUAL ADOPTED BY THE CITY SHALL BE SUBMITTED TO OWNER,THE CITY ENGINEER,AND OTHER APPROPRIATE PUBLIC AGENCIES. THE CITY FOR APPROVAL PRIOR TO ANY WORK ON THE SITE.N APPROVED COPY MUST BE MAINTAINED ON-SITE AND 2. ALL PIPE MATERIALS SHALL MEET THE REQUIREMENTS OF THE CITY STANDARDS AND SPECIFICATIONS.ACCEPTABLE BE READILY AVAILABLE TO THE CITY INSPECTOR AT THEIR REQUEST. STORM DRAINAGE PIPE MATERIALS INCLUDE CONCRETE,PVC,HDPE,AND DUCTILE IRON.CORRUGATED METAL PIPES 3. THE TESC SNIPS SHOW ON THE PLAN MUST BE INSTALLED PRIOR TO ALL OTHER CLEARING AND GRADING ACTIVITIES, (GALVANIZED ALUMINUM OR STEEL)ARE NOT ACCEPTED BY THE CITY.ALL PIPE JOINTS MUST HAVE GASKETS AND AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT-LADDEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, SHALL BE WATER TIGHT UNLESS OTHERWISE DIRECTED BY THE CITY. LEAVE THE SITE,OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.MAINTENANCE,REPAACEMENT,AND UPGRADING 3. PIPE BEDDING MATERIAL SHALL BE 5/8-INCH MINUS CRUSHED GRAVEL FOR ALL PIPE TYPES,EXCEPT DUCTILE IRON. OF THE TESL PLAN IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETE AND APPROVED BY THE CITY. BEDDING MATERIAL FOR DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS OF THE CITYS STANDARDS AND SPECIFICATIONS CHAPTER 4. 4. THE BOUNDARIES OF THE CLEARING LIMITS,SHOWN ON THE TESC PLAN,SHALL BE CLEARLY FENCED OR FLAGGED IN ( ) THE FIELD PRIOR TO STARTING CONSTRUCTION.NO DISTURBANCE BEYOND THE FENCED OR FLAGGED CLEARING LIMITS 4. ALL TRENCH BACKFILL IN AREAS OF PAVEMENT OR STRUCTURAL LOADING SHALL BE COMPACTED TO AT LEAST 95%OF SHALL BE PERMITTED.THE FENCING AND/OR FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION THE MAXIMUM DRY DENSITY.ALL OTHER AREAS SHALL BE COMPACTED TO AT LEAST 90%OF MAXIMUM DRY DENSITY. OF THE CONSTRUCTION PROJECT. 5. ALL PIPE SHALL BE PLACED ON STABLE EARTH.IF IN THE OPINION OF THE CITY INSPECTOR,THE EXISTING TRENCH 5. THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE FOUNDATION IS UNSATISFACTORY,THEN IT SHALL BE EXCAVATED BELOW GRADE AND BACKFILLED WITH GRAVEL BEDDING E CONSTRUCTION.DURING THE CONSTRUCTION PERIOD,THESE TESC FACILITIES SHALL BE UPGRADED AND ADDED TO AS MATERIAL TO SUPPORT THE PIPE NEEDED,FOR UNEXPECTED STORM EVENTS AND TO REFLECT CHANGED CONDITIONS,AS REQUIRED BY THE CITY. 6. LOT DRAINAGE SYSTEMS,STUB-OUTS AND ANY DRAINS BEHIND THE SIDEWALK MUST BE INSTALLED AS REQUIRED PRIOR _ 6. THE CONTRACTOR SHALL PROVIDE THE CITY A 24-HOUR EMERGENCY CONTACT PHONE NUMBER OF THE CONTRACTORS TO SIDEWALK CONSTRUCTION.STUB-OUTS SHALL BE MARKED WITH A 2'X4°WITH 3 FEET VISIBLE ABOVE GRADE AND CERTIFIED EROSION CONTROL SUPERVISOR PRIOR TO STARTING CONSTRUCTION. MARKED'STORM.LOCATION AND DEPTH OF THESE INSTALLATIONS SHALL BE SHOWN ON THE AS-BUILT PLANS 7. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE SUBMITTED TO THE CITY. CONTINUED FUNCTION AND OPERATION. 7. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE SHOYM ON THE PLANS AND APPROVED BY THE CITY.THE c.i 0 8. BETWEEN OCTOBER 1 AND APRIL 30,DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWO(2) USE AND INSTALLATION OF INLETS IS DISCOURAGED. 8. ALL CATCH BASINS WITH A DEPTH OF 5 FEET(RIM TO INVERT)OR GREATER SHALL BE TYPE 2 CATCH BASINS DAYS SHALL BE IMMEDIATELY COVERED BY MULCH,SOD OR PLASTIC COVERING.BETWEEN MAY 1 AND SEPTEMBER 30, EQUIPPED WITH 3/4-INCH DIAMETER SAFETY MANHOLE STEPS OR A MANHOLE LADDER PER CITY STANDARD DETAILS. N DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN SEVEN(7)DAYS SHALL BE IMMEDIATELY 9, ALL GRATES SHALL BE MARKED'OUTFALL TO STREAM-DUMP NO POLLUTANTS'.ALL SOLD COVER SHALL BE MARKED 75 COVERED BY SEEDING OR OTHER APPROVED METHODS. 'DRAIN".ALL CATCH BASINS AND MANHOLES SHALL BE EQUIPPED WITH LOCKING FRAMES AND LIDS OR GRATES PER 75 9. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL CATCH BASINS,PRE-TREATMENT/SEDIMENT POND,AND SEDIMENT CITY STANDARD DETAILS. TRAPS UPON REACHING A DEPTH OF 12 INCHES. 10. ALL GRATES LOCATED IN THE GUTTER FLOW UNE(INLET AND CATCH BASIN)SHALL BE DEPRESSED 0.1 FOOT BELOW 3 10. ANY PERMANENT RETENTION/OETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE PAVEMENT LEVEL c NECESSARY EROSION CONTROL MEASURES,SHALL PROVIDE ADEQUATE STORAGE CAPACITY,AND SHALL BE CLEANED 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE,INLET AND CATCH BASIN FRAMES AND OUT ENTIRELY ONCE THE SITE IS STABILIZED.IF THE PERMANENT FACILITY IS TO ULTIMATELY FUNCTION AS N 0 INFILTRATION SYSTEM,THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. GRATES/COVERS TO GRADE JUST PRIOR TO CURB INSTALLATION AND/PAVING. 11. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED,FAST GERMINATING GRASSES SHALL BE APPLIED AT 12 ALL RETENTION/DETENTION FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO,OR IN CONJUNCTION NTH, N APPROXIMATE RATE OF 120 LES PER ACRE. ALL CONSTRUCTION ACTIVITY,UNLESS OTHERWISE APPROVED BY THE CITY. i 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REWIRED,IT SHALL BE APPLIED AT A MINIMUM 13. DETENTION/RETENTION PONDS WITH SIDE SLOPES STEEPER THAN 3:1 OR WITH A MAXIMUM WATER DEPTH GREATER THAN V7 THICKNESS OF 3 INCHES,OR 3,000 POUNDS PER ACRE. 3 FEET SHALL BE ENCLOSED NTH A VINYL COATED CHAIN LINK FENCE. 3 13. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS.WHEN ACTIVELY WORKING WITH THE SOIL STOCKPILE, 14. BIO-FILTRATION SWALES AND/OR FILTER STRIPS SHALL BE CONSTRUCTED,BEDDED OR SEEDED AND IN OPERATION STABILIZATION BY GROUND COVER BMPS SHALL OCCUR AT THE END OF EACH WORK DAY. PRIOR TO,OR SODDED IN CONJUNCTION WITH,ASPHALT PAVING.THE VEGETATION IN THE 810-SWALE MUST BE WELL / 14. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED ESTABLISHED BEFORE PAVING BEGINS. z FOR THE DURATION OF THE PROJECT.ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS 15. STORM WATER RETENTION/DETENTION FACILITIES,STORM DRAINAGE PIPE AND CATCH BASINS SHALL BE FLUSHED AND ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CLEANED BY THE DEVELOPER PRIOR TO THE CITYS ACCEPTANCE OF THE PROJECT. rn 15. MAINTENANCE AND REPAIR OF TESC FACIUTIES AND STRUCTURES SHALL BE CONDUCTED IMMEDIATELY UPON 16. WHEN INFILTRATION FACILITIES ARE CONSTRUCTED,COMPACTION OF SOIL IS NOT ALLOWED,AS THE DESIGN IS BASED ON CITY OF ARLINGTON RECOGNITION OF A PROBLEM OR WHEN THE TESC MEASURES BECOME DAMAGED. NATURAL SOIL IN THE ORIGINAL LOCATION.VEHICLES SHALL NOT BE DRIVEN OVER THE INFILTRATION AREA DURING CONSTRUCTION DRAWING REVIEW APPROVAL 0 16. UPON COMPLETION OF THE PROJECT,ALL BMPS SHALL BE REMOVED FROM THE SITE AND RIGHT OF WAY.IF BMPS ARE CONSTRUCTION. REQUIRED TO REMAIN IN PLACE FOR FURTHER PROTECTION,NRANEMENTS FOR REMOVAL SHALL BE MADE WITH THE 17. IF THE CONTRACTOR ENCOUNTERS GROUNDWATER OR SOIL CONDITIONS DIFFERENT FROM THAT SHOWN IN THE PLANS THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CITY INSPECTOR. DURING INFILTRATION SYSTEM INSTALLATION,THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR. CONDITIONS ON THE TITLE SHEET. 17. THE DUFF LAYER AND NATIVE TOP SOIL SHALL BE RETAINED IN N UNDISTURBED STATE TO THE MAXIMUM EXTENT i PRACTICABLE.ALL AREAS SUBJECT TO CLEARING AND GRADING THAT WILL NOT BE COVERED BY IMPERVIOUS SURFACE, BY: m INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL,AT THE PROJECT Development Services Manager 00 COMPLETION,DEMONSTRATE THE REQUIREMENTS ESTABLISHED IN T5.13 OF THE 2014 SWMMWW,POST CONSTRUCTION SOIL QUALITY AND DEPTH. DATE: THIS APPROVAL VALID FOR 18 MONTHS w 3 Q No. Date BY Revision Description Designed By. Issue Date EN v`cWAEG �AAWET RABBIT EXPRESS CAR WASH Drawn�: °Pw2o 7202 4 .t "�,m ` �� CITY OF ARLINGTON TAC A~ W7530 204TH ST NE CV-1.2 GENERAL NOTES Checked By: Project No; NAL �,�,� � 6814 G-wood Aw N T(206)522-9510 S ARLINGTON, WA 98223 j Seattle,WA 98103 -P.WD.can SMM 10700009 2024.07.2512:01:24-07'00' A PORTION OF THE NW 1/4, NE 1/4 OF SECTION 14, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. 212TH S NE 2 204TH ST NE SITE > 9� a �'o LEGAL DESCRIPTION TABLE A NOTES a� PER STATUTORY WARRANTY DEED AFN 202405010309. 1. MONUMENTS SET OR RECOVERED AT ALL MAJOR CORNERS OF PROPERTY.(SEE MAP) PARCEL I: 2. ADDRESSES OF SURVEYED PROPERTY IN SITE DATA BELOW � A PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 14, VICINITY MAP TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.,IN SNOHOMISH COUNTY,WASHINGTON, 3. FLOOD ZONE CLASSIFICATION SHOWN BELOW DESCRIBED AS FOLLOWS: 4. GROSS LAND AREA SHOWN IN SITE DATA SHOWN BELOW COMMENCING AT A POINT 198 FEET EAST OF THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 14; 5. VERTICAL RELIEF WITH SOURCE OF INFORMATION SHOWN ON MAP PAGE. THENCE SOUTH 320 FEET; THENCE EAST 132 FEET; T(a)EXTERIOR DIMENSIONS OF BUILDINGS AT GROUND LEVEL SHOWN ON MAP. THENCE NORTH 320 FEET; THENCE WEST 132 FEET TO THE POINT OF BEGINNING; 8. SUBSTANTIAL FEATURES ARE SHOWN ON MAP. EXCEPT PORTION CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED IN 9. NUMBER AND TYPE OF PARKING SPACES SHOWN BELOW. VOLUME 568 OF DEEDS,PAGE 6,UNDER RECORDING NO.1148158; 11.(a)LOCATIONS OF EXISTING UTILITIES ARE SHOWN ON MAP BASED ON OBSERVED SURFACE FEATURES, ALSO EXCEPT THAT PORTION THEREOF LYING WITHIN THE BOUNDARIES OF 204TH STREET AS-BUILTS MAPS AND UTILITY PAINT MARKS. UTILITY NOTES NORTHEAST; 11.(b)SEE UTILITY NOTES FOR UTILITY PAINT MARKING DETAILS. ALSO EXCEPT THAT PORTION CONVENED TO THE CITY OF ARLINGTON FOR STREET BASIS FOR UTILITY LINES SHOWN:FIELD OBSERVATIONS,AS-BUILT MAPS,&UTILITY PAINT MARKINGS PURPOSES BY DEED RECORDED SEPTEMBER 29,1993 UNDER RECORDING NO.9309290556. 13. NAMES OF ADJOINING PROPERTY OWNERS ARE SHOWN ON MAP. ON OCTOBER 13-14,2023. PARCEL II: 16. NO EVIDENCE OF RECENT EARTH MOVING WORK,BUILDING CONSTRUCTION,OR BUILDING ON SUBJECT PARCEL. PAINT MARKINGS PROVIDED APPLIED PROFESSIONAL SERVICES PARCEL B,CITY OF ARLINGTON DUSKIN BOUNDARY LINE ADJUSTMENT CITY FILE NUMBER CONTACT:DANIEL HERRERA PLN#899,RECORDED MARCH 10,2022 AS RECORDING NO.202203105003,IN SNOHOMISH PHONE:425-386-5527 COUNTY,WASHINGTON. IN PROVIDING THIS SURVEY,NO ATTEMPT HAS BEEN MADE TO OBTAIN OR SHOW DATA CONCERNING SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON. CONDITION OR CAPACITY OF ANY UTILITY EXISTING ON THIS SITE,WHETHER PRIVATE,MUNICIPAL OR PUBLIC OWNED. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE,UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE TAKEN FROM A COMPILATION OF PUBLIC RECORDS AND VISIBLE FIELD EVIDENCE.WE ASSUME NO LIABILITY FOR THE ACCURACY OF THE PUBLIC RECORDS.UNDERGROUND UTILITY LOCATIONS ARE ONLY APPROXIMATE.UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN VISIBLE SURFACE LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN.FIELD VERIFICATION IS NECESSARY PRIOR TO OR DURING ANY CONSTRUCTION. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT SURVEYED OR EXAMINED OR CONSIDERED AS PART OF THIS SURVEY.NO EVIDENCE OR STATEMENT IS MADE CONCERNING THE TITLE REPORT SPECIAL EXCEPTIONS © INDICATES SHOWN ON MAP FLOOD ZONE DESIGNATION EXISTENCE OF UNDERGROUND OR OVERHEAD CONDITIONS,CONTAINERS OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS PROPERTY. PER ALTA COMMITMENT FOR TITLE INSURANCE BY FIRST AMERICAN TITLE INSURANCE COMPANY,COMMITMENT NO.NCS-1193299-WAl DATED SEPTEMBER 21,2023. ZONE X:AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOODPLAIN. (ITEMS 1-13,22,24-27 AND 29-35 ARE NOT SURVEY RELATED OR INTENTIONALLY DELETED AND ARE NOT SHOWN BELOW) FLOOD INSURANCE RATE MAP:SNOHOMISH COUNTY,WASHINGTON AND INCORPORATED AREAS 14, RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT,VIEW AND AIR,TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE PANEL 392 OF 1575 HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON:(NOT PLOTTABLE) COMMUNITY:CITY OF ARLINGTON-NUMBER:530271 PANEL NO.0932,SUFFIX F RECORDED: JUNE 17,1955 MAP NUMBER:53061CO392F RECORDING NO.: 1148158 EFFECTIVE DATE:JUNE 19,2020 (AFFECTS PARCEL I) 15, RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT,VIEW AND AIR,TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON:(NOT PLOTTABLE) RECORDED: AUGUST 17,1955 RECORDING NO.: 1156647 (AFFECTS PARCEL II) 16, RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT,VIEW AND AIR,TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON:(NOT PLOTTABLE) RECORDED: AUGUST 17,1955 SITE DATA RECORDING NO.: 1156646 (AFFECTS PARCEL II) SITE ADDRESS: 7530 204TH ST NE ARLINGTON,WA98223 17, WAIVER AND RELINQUISHMENT OF ALL CLAIMS FOR DAMAGE ARISING FROM THE ESTABLISHMENT OF A PUBLIC ROAD AS SET FORTH BY INSTRUMENT: (NOT PLOTTABLE) TAX PARCEL NO(S): 31051400100600,31051400101000 RECORDED: SEPTEMBER 8,1960 GROSS SITE AREA: +/-66,118 SQ.FT.(1.52 ACRES) RECORDING NO.: 1418185 (AFFECTS PARCEL II) 18 EASEMENT,INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:(SHOWN ON MAP) RECORDING DATE: APRIL 14,1983 RECORDING INFORMATION:8304140147 INFAVOROF: PUBLIC UTILITY DISTRICT NO.I OF SNOHOMISH COUNTY FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AFFECTS: (PARCEL I)AS DESCRIBED THEREIN, 19, CONDITIONS,NOTES,EASEMENTS,PROVISIONS AND/OR ENCROACHMENTS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY, RECORDED SEPTEMBER 09,1983 AS RECORDING NO.8309095005 OF SURVEYS,IN SNOHOMISH COUNTY,WASHINGTON.(NOTHING TO PLOT) (AFFECTS PARCEL I) 20. CONDITIONS,NOTES,EASEMENTS,PROVISIONS AND/OR ENCROACHMENTS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY, RECORDED OCTOBER 08,1985 AS RECORDING NO.8510085005 OF SURVEYS,IN SNOHOMISH COUNTY,WASHINGTON.(NOTHING TO PLOT) ON SITE PARKING (AFFECTS PARCEL II) REGULAR PARKING SPACES: 27 Q RESTRICTIONS,CONDITIONS,DEDICATIONS,NOTES,EASEMENTS AND PROVISIONS,IF ANY,AS CONTAINED AND/OR DELINEATED ON THE FACE OF THE CITY HANDICAPPED PARKING SPACES: 2 OF ARLINGTON SHORT PLAT RECORDED SEPTEMBER 20,1989 AS RECORDING NO.8909205003 AND REVISED RECORDED NOVEMBER 07,1989 AS RECORDING No.8911075003,IN SNOHOMISH COUNTY,WASHINGTON.(EASEMENT SHOWN ON MAP) TOTAL PARKING SPACES: 29 SURVEYOR'S CERTIFICATION CITY OF ARLINGTON SHALL BE HELD HARMLESS IN ALL RESPECTS FROM ANY AND ALL CLAIMS FOR DAMAGES FOR INJUNCTIVE RELIEF WHICH MAY BE OCCASIONED NOW OR IN THE FUTURE TO ADJACENT LAND OR IMPROVEMENTS BY REASON OF THE CONSTRUCTION,OPERATION AND MAINTENANCE OF THE TO LEAN GOAT VENTURES,LLC,A WASHINGTON LIMITED LIABILITY COMPANY,WR ARLINGTON LLC,A WASHINGTON DRAINAGE SYSTEM AND HEREBY WAIVE AND RELEASE THE CITY OF ARLINGTON FROM ANY AND ALL CLAIMS FOR DAMAGES,EXCLUDING DAMAGE CAUSED LIMITED LIABILITY COMPANY AND FIRST AMERICAN TITLE COMPANY: SOLELY BY AN ACT OR OMISSION OF SAID CITY AND INJUNCTIVE RELIEF WHICH THE OWNER,OR THEIR SUCCESSORS AND ASSIGNS MAY THEMSELVES HAVE NOW OR IN THE FUTURE BY REASONS OF THE CONSTRUCTION,MAINTENANCE AND OPERATION OF SAID DRAINAGE SYSTEM. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE (AFFECTS PARCEL II) WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS,JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS,AND INCLUDES ITEMS 1,2,3,4,5,7(A),8,9,11(A)(B),13.AND 16 OF 23 EASEMENT,INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:(SHOWN ON MAP) TABLE ATHEREOF.THE FIELD WORK WAS COMPLETED ON OCTOBER 18,2023. RECORDING DATE: NOVEMBER 20,1989 RECORDING INFORMATION:8911200165 SIGNATURE SEAON INFA SNOHOMISH COUNTY OR: T D DISTRICT VOR OF: R GH O ENTER PUBLIC UTILITY SA PREMISES FTO OPERATE,MAIN AIN AND REPAIR UNDERGROUND OR OVERHEAD ELECTRICAL ANDREW JASON MCLEAN 04�' of wAsks);Ce TRANSMISSION AND/OR DISTRIBUTION SYSTEM,TOGETHER WITH THE RIGHT TO REMOVE BRUSH,TREES AND LANDSCAPING WHICH MAY CONSTITUTE A DANGER TO SAID LINES REGISTRATION NO.22019143 AFFECTS: (PARCEL II)AS DESCRIBED THEREIN. DATE: 6/12/24 O 28, TERMS,COVENANTS,CONDITIONS,RESTRICTIONS AND EASEMENTS AS CONTAINED IN RECORDED LOT LINE ADJUSTMENT(BOUNDARY LINE REVISION) WEBSITE: www.harmsenllawm @ 22019143 $ti PLN#899:(NOTHING TO PLOT) EMAIL: aadym@harms II..-m A'AL RECORDED: MARCH 10,2022 0 RECORDING INFORMATION:202203105003 (AFFECTS PARCEL II) ALTA/NSPS LAND TITLE SURVEY REVISIONS:11-14-2023 UPDATED PARCEL AREAS PREP:10.20-2023 HARMSEN FOR REV 11-15-2023 LEAN GOAT VENTURES,LLC 11-15-2023 FIXED SECTION,TOWNSHIP,RANGE(CBS) AJM LAND SURVEYING•CIVIL ENGINEERING•LAND USE PLANNING sUAS AER/AL MAPPING•WETLAND SERVICES NW 1/4,NE 1/4 OF SECTION 14, 6-12-2024 UPDATED LEGAL DESCRIPTION AJM TOWNSHIP 31 NORTH,RANGE 05 EAST,W.M. 1OF2 SHEET 1 OF 2 2822 COLBY AVE,SUITE 300 (425)252-1884 CITY OF ARLINGTON EVERETT,WA 98201 (360)794-7811 SNOHOMISH COUNTY,WASHINGTON 23-312 A PORTION OF THE NW 1/4, NE 1/4 OF SECTION 14, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. CB TYPE II RIM=128.59 8"PVC S IE=124.86 UNABLE TO SEE OTHER PIPES PIPES NW,E PER CITY OF ARLINGTON GIS - ___\SO W W FOUND MON IN CASE 3'BRASS DISK W/2 PUNCHES _ Q 30 15 . 30 HELD WESTERN PUNCH RIM=3038 �129 WHITE LINE O SCALE:1"=30' (PUNCH WITH CROWSFOOT NOT USED) 12"IN EIE=112.08 204TH ST NE1 I 3W DOWN 1.2' 12-OUT E W IE=111.98 73 O a: VISITED 10-16-2023 O W ITE LINE y 11 N69°46'39'E 770.80'-P,SP(771.00'-M,R2) - iq �\ 140.63'-Ri(140.8'-P,140.75'-R2,140.60'-R3) FOUNDMONINCASE BASIS OF BEARING 330.03' -SS p EXTRUDED CURB S SS SS 2"BRASS DISK W/PUNCH - YELLOW LINE $$ SS SS $$ $$ $$- �- "LS 12716 1986" N89°46'39"E BETWEEN FOUND MONUMENTS ALONG 204TH ST NE PER SHORT CATCH BASIN DATA T T T -b 0- - SITE BENCHMARK BSMH DOWN 1.6' SUBDIVISION FOR GRANT JENSON AFN 8309095005 WHITE LINE/ 129 < MAG NAIL&WASHER RIM=131.53 Q TYPE 1 RIM=128.59 £ N< EL=129.56 VISITED 10-i6-2023 0 12"INEIE=113.15 8"PVC N IE=125.82 A 12"OUT IE=113.05 QB TYPE 1 RIM=126.46 ACCESS14 FULL OF WATER UNABLE TO SEE PIPES Iry "' �D, � -589-46-39"9� C \ DATUM NAVE)88 © SDMHRIM=129.62 Iro `+ 8 Q TELEPHON 18'CPPIE=126.55 BENCHMARK PIPE DIRECTIONS PER ARLINGTON ^� B VAULT m "ARLINGTON PLAZA" \ o$ GIB MAP O II�II MONUMENT SIGN \ SET MAG NAIL&WASHER STAMPED"HARMSEN CONTROL"IN ASPHALT 129 �t2T'-� I F CURVE RADIUS DELTA ANGLE ARC LENGTH DRIVEWAY TO BUILDING#7530 ON SOUTH SIDE OF 2WTH ST NE.POINT LIES QD TYPE 1 RIM=126.86 ST.STA.923+88.86-R7 ^� j� 7.77' Q \ f \ C1 2217.00' 2°36'32" 100.95' 3 1 FOOT SOUTH OF BACK OF SIDEWALK AND 1 FACE WEST OF FACE OF CURB. FULL OF WATER MONUMENT / /) 18 C2 25.00' 87°22'07" 38.12' / 10.0'PUD EASEMENT C3 530.00' 9°57'1" 92.06' UNABLE TO SEE PIPES SIGN t7,g PER AFN 8304140147 C4 500.00' 70°51'40" 618.38' ELEV.=129.56' QE TYPE 1 RIM=126.90 / 75' GROUND I DRAINAGE \ rq / ELEVATION ESTABLISHED BY GPS OBSERVATIONS UTILIZING THE WASHINGTON FULL OF WATER // RO COVER DITCH 21 STATE REFERENCE NETWORK. UNABLE TO SEE PIPES 20.0'DRAINAGE EASEMENT QF TYPE 1 RIM=132.53 PER AFN 8909205003 18"CONC SE IE=130.06 a 18'CONC NW IE=129.96 LL IIII 48'FI / FOUND REBAR&CAP \ LOT 1 / SURFACE NOTES Q p "AXIS 45502&3OTHER © TYPE 1 C NW IE=1 j PARCEL! LJ LS NUMBERS" \ THIS SURFACE IS DERIVED FROM AN ACTUAL SURVEY ON THE GROUND. 18'CONC NW IE=130.05 UZ 18'CONC S IE=1303 0 33,033 SF \ CONTOURS ARE SHOWN AT 1'INTERVALS. 12'CPP E IE=130.63 w I I I ? 24"/d 2e m I d 14"'. VERTICAL ACCURACY IS PER UNITED STATES NATIONAL MAP ACCURACY STANDARDS. DRAINAGE LOT 2 \ SPIRALCURVE DATA(PER-R1) all 2�"C3 OO �� \\ DITCH BOUNDARY LINE ADJ(�cJ7(1/EN7 SURVEY NOTES A= 229.15" 1\I\ AFN 9805065005 EQUIPMENT: 3'OR LESS TOTAL STATION A� 26°53'16" 6"ly CONC R= 702.94' = WALL 11/ T= 702.94' � 9"(N ( �.3g30:.:. 78 - 1 \ �\ \ � METHOD: FIELD TRAVERSE AND N 14.0' a= 1-2J359 n_ 1 E 9 \ \\ i2o\ LqN� 1953 LC THE CLOSURES OF THE FIELD TRAVERSE CONDUCTED DURING THIS SURVEY MEET = 1.5 OR EXCEED THE MINIMUM CLOSURE STANDARDS STATED IN WAC 332-130-090. de= 1'52'30" 1.0' 8.4' o /// \ \ \ LOT 1 THE TOPOGRAPHIC ELEMENTS AS SHOWN MEET OR EXCEED THOSE /r 'DE WHEEL 2'� CONC WALL \ REQUIREMENTS STATED IN WAC 332-130-145. JAY THREE 7W0 ROW STOP(TYP c \�\q\,\ CJH0R7 PLAT THE INFORMATION SHOWN ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY VARIES I� 2"DE I VACANT LOT "'V� 02 A MADE ON THE INDICATED DATE AND CAN ONLY BE CONSIDERED AS THE GENERAL \ �` \ / AFN 199910055001 EXISTING CONDITION AT THAT TIME. BUILDING GRASSBLACKBERRIES 'w p #7530 c�n \\2��7\ SHOWN ON THIS MAP FORM A MATHEMATICALLY \ 20'DE \ OO�Oryo / THE BOUNDARY DIMENSIONS AS CS.STA.921i96.68-Ri E 3'9 \ 3Sp \ .ZP By \ CLOSED FIGURE WITHIN+/.0.1' 20'DE 1.0' '.1 9' m 3,� F2 30 \\ \ o eP / _ SURVEY REFERENCES 12"DE / 0 3I0rm FF=130.4fi I \ \ \ / 0`I`,pAo R- RECORD OF SURVEY AFN 8309095005 20"DE J � - 25.1' 12.8' \\ Y 'y O 10.3' `� \ DRAINAG O SP- SHORT SUBDIVISION FOR GRANT JENSON AFN 8909205003 20 DE Ij CON-C WALL DITCH / I// / P- PLAT OF JAY THREE TWO AFN 9405315002 20"DE SSMH BOUNDARY LINE ADJUSTMENT AFN 9805065005 SS RIM=130.14 17R ^� 6"PVC IN W IE=124.44 ° PARCEL 11 7, 20"DE \\\\\\\ / / Ri- RECORD OF SURVEY AFN 200209115002 6"PVC OUT N IE=124.34 33,085 SF /I R2- BOUNDARY LINE ADJUSTMENT AFN 202203105003 tgo' / \ \ � iy W B / 131_ \\\\\\\ / R3- WSDOT SR9 ARLINGTON VICINITY RIGHT OF WAY MAP DATED JUNE 29,1954 1."DE yy PARCEL \\ \\\ 18"CMP IE=129.95 2'E / 9LA PLN 899 "DE AFN _aoa_zo31o5ooa LEGEND II \ 7 - k - 32"DE 589°46'39 W 117.70'-C,118.14'-R" \ 0 13t132_133 -134- VACANTLOT �1P GRASS/BLACKBERRIES QOQ/ / �4i�02ty .. �� FOUND MONUMENT AS NOTED 0 FOUND REBAR&CAP ® % FENCE(TYPE NOTED) \ "LS 12718" SET 24'X 112"REBAR WITH CAP STAMPED'LS 22019143" G GAS DOWN 1.0' 134- N �p 2005 f -136� \ Bs7jNE9 P,tfi UNABLE TO FIND 0 FOUND IRON PIPE OR REBAR AND CAP(RBC)AS NOTED SD STORM DRAIN S / NEXTSSMH NORTH '138� S 132--/ FAgF` / : 1t ^q r�5 FOSSI SLY PAVED OVER ® WATER METER W WATER FOUND REBAR&CAP s55]. /'S 4'T / - / © / p OVERHEAD UTILITIES "L51024'Iw 137 CQNC 7gB4B ,.SA � � oa WATER HYDRANT SS SANITARYSEWER ro / n 7qL P � FIRE HYDRANT � y T TELEPHONE LINE ELY POWER VAULT / \� y IRRIGATION CONTROL VALVE c o 1O CE (�V. �"� / � ° SOIL LOG/TEST PIT ` FOUND REBAR&CAP ® POWER METER Q MONITOR WELL 'AXIS 45502&3OTHER 0 POWER JUNCTION BOX DECIDUOUS LS NUMBERS" 3p 0.3'SW 2 TRANSFORMER I /Oyu 9y / (9 CEDAR(-C) I PARCEL A # LIGHT POLE /o R0H' yO/ LOT A SS YARD LIGHT FIR(-F) I EAGLE FAMILY DENTAL BUILDING LLC FOUND REBAR&CAP BLA PLN 211 0 TELEPHONE RISER CONCRETE 3 yy 'AXIS 45502&30THER AFN 201611305006 ® MAILBOX /SSMH LS NUMBERS" ❑ ASPHALT I I , SIGN^G BOLLARD RIM=134.47 8'S IE=127.07 y0 SSMH ® TYPE I CATCH BASIN ( 8"OUT NE IE=126.97 :::IN S 3.48 26.69 TYPE II CATCH BASIN I / 8"IN S IE=1 E=I2 I 8"OUT NE IE=126.59 yQ � STORM DRAIN MANHOLE 0 SANITARY SEWER MANHOLE SD Cl TYPE( / RIM=133.6] y� 12"CMPS IE=131.14 I12"CMP N IE=131.04 6'PVCWIE=131.32 ALTA/NSPS LAND TITLE SURVEY PREP:10-20-2023 HARMSEN FOR REV:11-14-2023 LEAN GOAT VENTURES,LLC AJM LAND SURVEYING�CIVIL ENGINEERING�LAND USE PLANNING sUASAERIAL MAPPING�WETLANDSERVICES NW 114,HE 1/4 OF SECTION 14, AJM TOWNSHIP 31 NORTH,RANGE 05 EAST,W.M. 2 OF 2822 COLBY AVE,SUITE 300 (425)252-1884 CITY OF ARLINGTON SHEET 2 OF 2 EVERETT,WA 98201 (360)794-7811 SNOHOMISH COUNTY,WASHINGTON 23-312 A PORT/ON OF THE NW 1/4 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. I I T UNABLE O SEE ER PIPES — 1\\\— PIPES E E PER CITY OF ARLINGTONGIS DEMOLITION KEY NOTES EROSION CONTROL KEY NOTES OTH Qi SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK,CURB AND GUTTER TO THE NEAREST JOINT. ❑A CONTRACTOR TO PROVIDE STREET SWEEPING REGULARLY DURING DEMOLITION AND EARTHWORK SD w w e ACTIVITIES. � Q2 REMOVE EXISTING CONCRETE CURB.. 1 ❑B CATCH BASIN INLET PROTECTION.COORDINATE PLACEMENT AND TYPE WITH CITY INSPECTOR. SSMH o Q3 SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROVIDE A NEAT CLEAN EDGE FOR MATCHING. 2 D-2.0 RIM=130.38 — C SILT FENCE.IN THE AREA ADJACENT TO THE TREE PROTECTION FENCING THE SILT FENCE SHALL BE 12-IN E IE=112.08 aa� \ 204TH ST NE I— SHOULD VEHICLE TRACKOUT BECOME AN ® COMPLETELY DEMOLISH EXISTING BUILDING AND ASSOCIATED APPURTENANCES,INCLUDING BASEMENTS D-2.0 INSTALLED AT GRADE(NO TRENCHING). 12"OUT E W IE=111.98 ISSUE,MEASURES SUCH AS WHEEL WASH, SHAKER PLATES OR OTHER APPROVED 771.00'-M.R2) _ _ _ _ _ IN ACCORDANCE WITH APPLICABLE CODES(UNDER SEPARATE PERMIT).DISCONNECT AND CAP M ASURES SHALL BE IMPLEMENTED. EXISTING UTILITIES AT THEIR MAIN UNE. ❑D CONCRETE WASHOUT(ECO-PAN OR APPROVED EQUAL). —ss o s ss ss ss SS ss SS SS 8 ss— O5 CONTRACTOR TO COORDINATE DECOMMISSIONING OF EXISTING ONSITE UTILITIES PER SERVICE PROVIDER e (] INSTALL TEMPORARY CONSTRUCTION ENTRANCE. aa� CB TYPE 11 A SSMH REQUIREMENTS.COMPLETELY REMOVE EXISTING UTIUTY PIPE/CONDUIT WITHIN 5 FEET OF THE D-2.0 RIM=121.59 T B T y T RIM=131.53 PVC N IE=125.82 129 1 m 12'IN E IE=113.15 PROPOSED BUILDING PAD AND BACKFlLL WITH STRUCTURAL FILL UTILITY PIPES LOCATED OUTSIDE THE ❑F APPROXIMATE LOCATION OF CONTRACTOR STAGING AND MATERIAL STORAGE AREA. N _ _ _ o BUILDING PAD UMITS WITH GREATER THAN 3 FEET OF COVER AND NOT IN CONFLICT WITH PROPOSED --- — ---'— 1 TELEPHONE 12'OUT IE=113.05 w - VAULT IMPROVEMENTS MAY BE GROUTED(DOE),CAPPED AND ABANDONED IN PLACE. © SOIL STOCKPILE AREA.PROTECT AREA WITH PLASTIC COVERING AND HELD DOWN WITH SANDBAGS y• _ _ WHEN NOT IN USE. — — © DECOMMISSION EXISTING GROUNDWATER MONITORING WELL.CONTRACTOR TO COORDINATE WITH 4 / GEOTECHNICAL ENGINEER FOR WELL DECOMMISSIONING. ❑N INSTALL TEMPORARY CONSTRUCTION FENCING AROUND PROJECT PERIMETER.ADJUST OMITS AS C 8 'Z9r 7 1e-CPPIE 126.55 D-2.O NECESSARY FOR PHASING. g j/ ) O l 'ARLINGTON PLAZA" EXISTING UNDERGROUND UTILITIES TO REMAIN AND BE PROTECTED FROM DAMAGE. ❑i 5 �� / I I(� MONUMENT SIGN \ PROPOSED LOCATION FOR INFILTRATION FAgLITIES.DO NOT ALLOW SOILS IN THESE AREAS TO BE DRIPUNE, x J \ ! /LOCATION OF NEW SSMH ® REMOVE EXISTING ASPHALT PAVEMENT. COMPACTED DURING CONSTRUCTION.PROTECT THE FACILITIES FROM SEDIMENTATION DURING NUMENT x 11 \ CONSTRUCTION.DIRECT STORMWATER AWAY FROM INFILTRATION FACILITIES UNTIL THE SITE HAS BEEN yY 10.0'PUD EASEMENT . SIGN 123124 PER AFN 8304140147 O9 INSTALL 6-FOOT HIGH CHAIN LINK TREE PROTECTION FENCING SECURED IN PLACE.FENCING SHALL BE STABILIZED. DRAINAGE INSTALLED PRIOR TO ANY DEMOLITION WORK AND REMAIN FOR THE DURATION OF CONSTRUCTION. 127126 ' 5 �` \ ❑J APPROXIMATE LOCATION OF TEMPORARY SEDIMENT TRAP OR TANK.CONTRACTOR TO INSTALL DITCH r—— 20.0'DRAINAGE EASEMENT 10 REMOVE EXISTING TREE. TEMPORARY SEDIMENT TRAP WITH A SURFACE AREA NO LESS THAN 780 SF OR 18,000 GAL �/-;16 g ,j PER AFN 8909205003 SEDIMENT TANK.SEDIMENT TRAP OR TANK HAS BEEN SIZED TO ACCOMMODATE THE 2-YEAR DESIGN a I�(II -,;,, � I • z - I O\ 11 SAWCUT,CAP AND ABANDON EXISTING 6°SEWER PIPE IMMEDIATELY UPSTREAM(SOUTH)OF NEW STORM EVENT. 24'•`".?0?.. I'I 1' I 5 SSMH.GROUT EXISTING PIPE WITH CONTROLLED DENSITY FILL(CDF). ❑ N ROUTE CONSTRUCTION STORMWATER FROM TEMPORARY SEDIMENT TRAP OR TANK TO TEMPORARY II`•�':•: /il n ,x•13 p i� I\� \ 12 REMOVE EXISTING CONCRETE SIDEWALK. INFILTRATION POND. \ I G 13 REMOVE EXISTING CATCH BASIN AND STORM PIPING. 1za- \ \15•"•�••• 15 \ \ \ 14 ALL DEMOLITION WORK AND GRADING WITHIN 30 FEET OF THE TRUNK SHALL BE COORDINATED WITH WSDOT ARBORIST SERVICES.DRAIN E LEGEND AG 15 D'D \ \ DITCH STUMPS OF NORTHERN MOST HORNBEAM TREES SHALL BE REMOVED VIA STUMP GRINDER,NOT TORN a I I I e e \ \ OUT OR DUG UP WITH OTHER EQUIPMENT.THE STUMP GRINDING MACHINE SHOULD NOT OPERATE \\ WITHIN THE TREE PROTECTION AREA.GRIND OUT STUMPS FROM THE EAST SIDE.WSDOT ARBORIST REMOVE EX.CONCRETE PAVEMENT D APPROX.OMITS OF as \ \\\\ SERVICES SHALL BE PRESENT WHEN WORK IS PERFORMED. REMOVE EX ASPHALT PAVEMENT 1 ay�� 1 � C I INFILTRATION TRENCH \ 16 INSTALL 6-INCHES COARSE WOODY MULCH(ARBORIST WOODCHIPS)WITHIN 12-FOOT RADIUS OF TYPICAL 10 zD'D I 5 I \ \\ TRUNK.KEEP MULCH 6-INCHES AWAY FROM TRUNK TO AVOID BURYING IT. SILT FENCE SF '2r'DE I GR \ \VA \ SAWCUT -------- PROPOSED BUILDING 2'DE 5 FOOTPRINT I I I A \VA INLET PROTECTION P! < I ma 2U D \ \\\ = CONCRETE WASHOUT 12-DE J- 1z \ �\ �a EXISTING CONTOUR xxx / N@ \ a 12 REMOVE EX.CONCRETE CURB&GUTTER 2D D i ,T X \�\ DRAINAGE DITCH 0-DE 5 - P a 5 N —-- --- \ \\ O\ / SOIL STOCKPILE AREA SSMH 6 \\ E zD D 2 J (}, / Ss RIM=114 I \\ � CONTRACTOR LAYDONN/STAgNG AREA 8"PVC]N W IE=124.4400 12-DE / 6"PVcc NUT N IE=124.34 V) O opo O o 0 \\\ / TEMP.CONSTRUCTION ENTRANCE O O O O O O o O O \ za•DE 8 K I\ �.,� 0 C �\o 0 0 0 0 0 0 REMOVE EX.TREE \ 18•DE 6 124 i —��n 0000000 \ 18"CMPIE=129.95 \ 20„DE , ,26,27 // \\a0 ppppppp4 \ \\ E I I D�a 128129 APPROX.LIMITS OF J /\� � & 0000 04 \�\\ t"_ INFILTRATION POND. G \\�\� O p f 0000 O\ \ / FOUND REBAR&CAP / 'OOOOOOO 1 LSN NUMBERS' 82'DE LS NUMBERS' 1,_ 00000000 B 0.3'Sw a- 5— _ —� A3ti. �� 00000 I7 j�� — C \� \ — H APPROX.OMITS OF \ ii O O O ) 3 / I I _ _ \ CONSTRUCTION/MASS b" O < �'� REFER TO SHEET CV-1.0, CV-1.1, C i •� � SHOULD VEHICLE TRACKOGT_6ECOME"AN - /ISSUE,MEASURES SHAKER PLATES SUCH HA APPEEL ROVW SH, R AND CV 1.2 FOR GENERAL NOTES / / J /��/MEA�UR�SHALL BE IMPLEMENTED. TREE PROTEC710N NOTE J,('v- ALL WORK PROPOSED WITHIN 30-FEET OF THE TRUNK OF THE 47.5-INCH DBH FIR TREE SHALL BE COORDINATED WITH 3 WSDOT ARBORIST SERVICES AND SUBJECT TO WSDOT REVIEW. POWER VAULT UTILITY CONFLICT NOTE. -o THIS INCLUDES BUT IS NOT LIMITED TO EXCAVATION FOR THE FOUNDATIONS OF NEW BUILDINGS,ASPHALT REMOVAL, 1 /• L.i INSTALLATION OF UTILITIES,IRRIGATION LINES,AND NEW LANDSCAPING. a THE UTIUTIES DEPICTED ON THIS PLAN WERE LOCATED BASED ON SURFACE EVIDENCE OF o � 5/ • DEMOUTION AND EXCAVATION SHALL OCCUR CAREFULLY,STARTING NEARER THE TREE AND MOVING AWAY TO AVOID yo/ UTIUTIES(PAINT MARKS,PAVEMENT SAWCUTS,COVERS,LIDS,ETC.)AND ARE SUBJECT UNNECESSARY GRADING IN THE CRZ. / TO VARIATION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, SCALE:1n=30'DIMENSION,AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES WHETHER SHOWN ON FOUNDREBAR&CAP THESE PLANS OR NOT.THE CONTRACTOR SHALL CONTACT UTIUTY LOCATE 811 AND o 15 30 60 'AXIS 45502&3OTHER y. �' yo/ THEN POTHOLE THE EXISTING UTILITIES AT PROPOSED CONNECTION POINTS AND U' LS NUMBERS" Qo . 3 / CROSSINGS.THE HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING UTILITIES SHALL SSMH BE SURVEYED PRIOR TO CONSTRUCTION TO PHYSICALLY VERIFY WHETHER OR NOT i CONSTRUCTION STORMWATER SEDIMENT TRAP/POND SIZING, RIM=133.48 CONFLICTS EXIST.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY z PER THE 2019 DOE SWMMWW THE 2-YEAR DESIGN EVENT(PEAK FLOW)HAS 41 8"IN S IE=126.69 PACLAND IMMEDIATELY TO RESOLVE PROBLEMS PRIOR TO PROCEEDING WITH BEEN EVALUATED FOR BMP SIZING.CONTINUOUS R 8"OUT NE IE=126.59OW MODELING USING THE / / CONSTRUCTION. CITY OF ARLINGTON DETERMINE PEAK ROWS. = WESTERN WASHINGTON HYDROLOGY MODEL(WWHM)HAS BEEN UTILIZED TO x o/ CONSTRUCTION DRAWING REVIEW APPROVAL � � BASED ON THE FULLY DEVELOPED CONDITIONS,THE 2-YEAR PEAK ROW RATE // THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE roi © IS 0.35 CFS. CONDITIONS ON THE TITLE SHEET. THE CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER OF RECORD FOR FOR A TEMPORARY SEDIMENT TRAP OR POND,THE MINIMUM REQUIRED THE DECOMMISSIONING OF ALL GROUNDWATER MONITORING WELLS.GROUNDWATER WELLS BY: m SURFACE AREA(SF)IS: SHALL BE DECOMMISIONS PER CHPT.173-160 WAC.PROVIDE 2 WEEKS(MINIMUM)NOTICE Development Services Manager Know what's below. FOR COORDINATION. DATE: THIS APPROVAL VALID FOR 18 MONTHS w Call before you dig. zo6o x o.3s cFs=7z6 SF No. Date By Revision Description Designed By. Issue Date TAC 07/25/2024 �rsy �� WET RABBIT EXPRESS CAR WASH Drawn EIII: PW°3732TAC 7530 204TH ST NE DEMO AND TESC PLAN D-1.0 I W51.� jL Checked By, Project No; A NAL . 6814 G—wood Aw N T(206)522-9510 ARLINGTON, WA 98223 Seattle,WA 98103 —.P.Ln .can 1ii SMM 10700009 zoza.ozz6lz:otz5-oroo' A PORT/ON OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP° 31 N., RGE. 5 E., W.M. Noyes t Slxe Im Bevw kO1F3 I—Gram Val.(BIGO,b,-atonn waver MrL-11 YAR snrrtcs = 1 1-11 Ine—of 1Ne NO MY.,PPM EIIDMY—I.Ps b P.—I 2. me BIGD Lwll neYe•aWl In nqn now rslbi s c f r NMImen1 Nam VGW,,NrourW Ts—of Ine MY. ystam(0—law U PAssi _ 2 PNI° Nu,N,a,adzr 10 SWMErd SPs,01can°m �� FASTEN GEOIENRf TO S•07.34INA el+d"11]I16) 3 SHE reU—IsYNem—W—_VW of DIs EVGO wNnoul sp IIIHg the C V'� EVER—IN]0C naNr W ,y,• J Sp6aa Mull rime.m plarex,n iaw spots ar autro bcabans.If OfOtFXIeF L i' I 9pd»9 ale IOcat.d In low Or—1-5 me I—meV Dena W Ee { Parfam m,intanarra m accordance wnn arwe+a$peutcellan&01 3(I51_ 5' 04NIU IS6—IS.Prapa D41-1 NM —Te nsrc.1— tlwIVA:2D{ 4 H,W 1 RM hrx N ENSM to+uppe0 contour nrlea NPAD-E9 , rwDl w.mE SFa .� pRANINg GAnnSIF TEe-FMON 64.YINO NS xENGDL IV STMILIlLD MUTEN.^_ " -AEE rAOiE I RECtAVgMPORI UUF BNLYMI- _-- rtlPtyAL SYSTEM AWl \ _ �� A� SEDINENI NIL CktlP,S- - - WFAFLOwBWASS eDRY O.r RaN I - b1l : -eeavINTT ORATE OE+nrF %I� I= y! FATevoo (j T ]uNNO—D.AN NixIA'�petUPSINc TXE-.IN I}VI NWur.O ipeNCN AS NuaXa6 W FEAsletk ArID SYOOIX Ci FUR&Li r[rL[-ME STAIOAl10ATAVOID CCNCEM- +¢critJ,r+Px EDtpx LOWS CO{PAOIpN MIST BE s ADEOWTE TO (IL TAas BELON1 1�1- A NL GRATEDEMCE- / GVEPFLOW eYPA$S fTrP! RREVENT VNDER.—FLLDNS. .' rt16' / - Y -YADOO OR SIRE TYPM:AL INSTAWTION DETAIL 'IYNCAN I6rY.,PoAI5 WOWx) ; ekaNN,a D,, --- eveEwRr a ux°r.PE NxxEc ANDRA L.Sat IS3 v !lE710N VIBW ISOMETRIC NEW CERnf-P NnT r�ACAIF g�./.>yY -\ i i � FABMC IGEO,E%,ILFa )EWf.q L,. y,\ � ITYrNDM, STORM DRAIN �rnTE+= �%'i wn'rwHu�-.FF.P-I INLET PROTECTION s_EE6orETR1�� SILT FENCE STANDARD PLAN 1.40.20-GO STANDARD FLAN FJ0.7R42 MEET I PF I SHEET tlttICEO FSRCE SECn RH ENNL RE n06E EiI0.1GN NISEI I a SxFel TOOEnERT ROUGH THE 9.T LA AT WATER= APM f p°�DATEIN E—Na TIPN)UON IIIF TYxCF AT THE OVERIAP Is �IsrsAy..snw NswnwANTw°FsrlrM SPLICE DETAIL Ivaco°asrs swavml EON BVII � STORM INLET PROTECTION 2 SILT FENCE NTS NTS +'Im DFPTH - ]_ POST-1.90"O.D.,2.70 LB/FT TOP RAIL 1.66 IN OD,2.27 LB/FT caaRUCTED NAIVE MaTERw �" / / GALVANIZED STEEL PIPE(TYP.) GALVANIZED STEEL PIPE(TiP.) 1 EBMtlRNC E B E%nVATON / W am(rvP) 00",P01D gSEDIMENT TRAPSOTTDMSFEST ALLS-,CE-1 - ` - ' ' ' / N0.9 GAGE,0.148°t 0.00°,FINISHED aEcnox A°i i{i - \ SIZE GALVANIZED STEEL WIRES,2° —VISUALLY OBSCURING ,.co sEF 1 O EW.„ / MESH,TOP AND BOTTOM SELVAGES SHADE CLOTH PER LOCAL PROVIDE GEOTESTIIE FOR SEPARATNJN• / //�, ,',/, / M^PD6�usT API-SEE TWISTED AND BARBED CONFORMING I JURISDICTIONAL REQUIREMENTS POPIMF aT.r`DE."REP"ST ens":Tlon SEE - sEGA"TRx+.m.NilFlc'I ASTM A392,A491,F668,OR F573. ON SECTION OA AS EO EDXo o� .EXCEPT 1'Fr.Mx IFT)MIN PETH flrP.l THNI ONE ACRE LES OF EXPOSm 'FIRE LANE"SIGNS IF REQUIRED BY LOCAL - I-� -d- --- minirFTn sinelLwlilaRFROM1ONXe �TN EmuE NG i"r rnsraiNEMurEi$$P " FENCE ATTACH TO ROADWAY TO THE CONETRW OR As DIRECTED BY THE POST DRIVEN OR BLOCKGO` NO PLem �Rc�oRFu_oR ISOMETRIC VIEW WITH ADEQUATE LATERAL 8, 8, N STABILIZED CONSTRUCTION ENTRANCE STABILIZATION o G STABILIZED EMENTs ASPHALT PAVING o ED OF MINDSHO ENTRANCE SH.LL MEET THERE. N _ of STAwnw wEcxtcAnox sErnox sm.NFl. LC ------- p G_--_ - OVERFLOwcHMNEL N 75 ITS OF QUARRY SPALLs-mPI �; COMSE COMP0.5T IF J x TEMP. CONSTRUCTION FENCE PARTIAL PLAN VIEW OF BERM . a S—GERFORC Tr p NT$ SETTLING YAR M.- II' 'll - BERN O fNRTML OR x-I'' COIF etCAVATKK! OR d ... / { t FOR SL rWES PER SLEEP nNN AX 1V 3 - .rc sETIDNG DEPTH � � D.re. _pezl.t -9'9EOIMENT BTOMOE TYPICAL SECTION MISCELLANEOUS j OaouxD LINE COMPOST BERM DETAIL EROSION CONTROL DETAILS w Z STANDARD PLAN I-80.'10-02 LONGINDINALSECTION HEST I of EET N NOTE OR caaFOSTFEsO"CCN FOR PUMIfATwN = co�NTl:u OTSETHLLgUED�HTSPIGw� MD E SLOPES PROVIDE A TEMPDRARr _,= 14 CITY OF ARLINGTON E UROCNAND E—FENM.TERIAL SILT CONSTRUCTION DRAWING REVIEW APPROVAL o TEMPORARY SEDIMENT TRAP N THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE FCD.3 CONDITIONS ON THE TITLE SHEET. N) CONSTRUCTION ENTRANCE & SEDIMENT TRAP BY: m 3 Development Services Manager NTS DATE: THIS APPROVAL VALID FOR 18 MONTHS w 3 Q No. Date By Revision Description Designed By. Issue Date: `Sto LE f`H� v�p EL TAC 07/25/2024 �rsy �� WET RABBIT EXPRESS CAR WASH Drawn By: PW°3732 = m °TAC 7530 204TH ST NE TESC DETAILS D-1.0 •O +L, I NSIFATEEEEEEEE jf Checked By, Project No. A NA L al � 6814Greenwood AVE,N T1MI31122-9610 ARLINGTON, WA 98223 SEattle,WA 98103 —S.P.Lk-OGN Iii SMM 10700009 zoza.ozzelz:otzs-oroo' A PORT/ON OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. — — LEGEND CONSTRUCTION KEY NOTES PROPERTY BOUNDARY —— —— C 80 CONCRETE TRAFFIC CURB tata. CONCRETE SIDEWALK QB CONCRETE TRAFFIC CURB AND GUTTER C-8.2 tam Q C 8.0 CONCRETE PAVEMENT 0 6 C-8.3 © PERPENDICULAR CURB RAMP,TYPE B SIMON X47H ST NE - C-8.0 OD CONCRETE SIDEWALK.FOR SIDEWALK IN THE ROW,REFER TO COA STD.DTL R-170. C-8.0 HMA PAVEMENT 0 4 a� C-8.0 CONCRETE NOSE DOWN CURB LANDSCAPING � 1 0 ACCESS (SEE LANDSCAPE PLANS FOR DETAILS) © . CONCRETE DRIVEWAY ENTRANCE,TYPE 2 O — C-8.2 O I rr TRAFFIC CURB © PAYSTATION ATTENDANT KIOSK,SEE ARCH PLANS FOR DETAILS ra E TRAFFIC CURB&GUTTER - QH PRECAST CONCRETE WHEEL STOP( ) Ixw•Rc E FLUSH CURB ----------------- e QI DETECTABLE WARNING SURFACE 1 2 C-8.3 saN. I "' ��p,• � I C _..:D-'® R:. � � Q Z I � c. � QJ ACCESSIBLE PARKING STALL EX.MONUM ' ' ' �'.��^�5 v' •® I VACUUM EQUIPMENT C-8.1 oU'. B \ OK PAD MOUNT TRANSFORMER AND VAULT. NUMBER OF VACUUM STALLS N V D © FLUSH CURB-THICKENED EDGE CONCRETE SIDEWALK DRIPUNE B - A •" \ 0 / W G 10.0-PUD EASEMENT K i D � • PER AFN 8304140147 NUMBER OF PARKING STALLS ® 3 O TRASH ENCLOSURE CONCRETE PAD `•5.` I DRAwnce C-8.0 L ,�.i JI I DITCH SITE LIGHTING H •-� QN BOLLARD(TYP),SEE ARCH.PLANS FOR DETAILS EXISTING TREE TO REMAIN a• t Imo. 20.0'DRAINAGE EASEMENT 6 .��•�i`•\ .!'.'.� .I PER AFN 8909206003 QO ASPHALT WEDGE CURB I 5"FIR I J:4. � H °;h�. •iI © 4'-MDE STRIPING(WHITE),45'ANGLE,2'OC f `d. �- J 'e ® STOP SIGN(R1-1)AND STOP BAR 1 t C-8.1 JB fyP C 8 O RIGHT TURN ARROW TTYP. OS CARWASH DIRECTIONAL SIGNAGE,SEE ARCH/MEP PLANS FOR DETAILS T g 13 V A. DRAINAGE 8 T DIRECTIONAL PAVEMENT MARKINGS Q �• i a uu r- \ \ DITCH O n � C-8.0 OU'- Q LL TYp, \\ \ CROSSWALK r il ,, 69 LANE 1953 LLC PARCEL:00829000030 S \ OV VACUUM EQUIPMENT,SEE ARCH/MEP PLANS FOR DETAILS �` Qz �L"- =•' _.:i_, HYDRANT \ 1 5'BSL II•�.. . U I:>. '. Ba��`,.•.'. - O e\\ \ CONCRETE ROLLED CURB I, I C-8.1 *!•: Rs s�-r P \ \ OX PAY STATION EQUIPMENT,SEE ARCH/MEP PLANS FOR DETAILS ? it 5.5, 0 '�' �' A• M �V A NOT USED. •i••-.- RIGHT TURN ONLY SIGN(R3-5R) . . . . 34.67' 19'— 28 :.. 12 8' rrrr I + 1 \ \ I.:Y.••'. }. 5.5 mi O `vim \ \ o�5�'Q�r ® NOT USED. 75' o`' ROW 1735 4B .'. �\ \ / BB SINGLE 4'WIDE STRIPE. TYR L DRAINAGE C-81 CC CEDAR FENCE TRASH ENCLOSURE.GATE DESIGN BY INSTALLER. II tt - - -•• 1� T' �DITCH / . . . C_ \ OR ARLINCTON LLC •`I-' A B ��i%%1" � �� \ PARCEL:31051400100800 . . 8' APPROX.LIMITS OF CONSTRUCTION N X 9? kii7l STORMWATER y \ \ INFILTRATION \\ \, / 1RFE PROTECTION NOTE: 'i ' _ '• I •••X POND A J ALL WORK PROPOSED WITHIN 30-FEET OF THE TRUNK OF THE 47.5-INCH DellFIR TREE SHALL BE COORDINATED WITH , •:•�•..'�^__ G ---•�' / WSDOT ARBORIST SERVICES AND SUBJECT TO WSDOT REVIEW. THIS INCLUDES BUT IS NOT LIMITED TO EXCAVATION FOR THE FOUNDATIONS OF NEW BUILDINGS,ASPHALT REMOVAL, — — — — — — — — — — — — — _ _ — — � 700• ? INSTALLATION OF UTILITIES,IRRIGATION LINES,AND NEW LANDSCAPING. > W ARLINGTON LLC AFR>,p� O LO°l \s E. / / DEMOLITION AND EXCAVATION SHALL OCCUR CAREFULLY,STARTING NEARER THE TREE AND MOVING AWAY TO AVOID N I \ PARCEL:31051400101000 �`tiG�o ^i UNNECESSARY GRADING IN THE CRZ. 7S I \ 09�,�W ACCESS F <m EAGLE FAMILY DENTAL BUILDING LLC s P Q I PARCEL:J1051400100900 POWERVAULT / 3 1p• CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL 0 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE ® CONDITIONS ON THE TITLE SHEET. SCALE:1"=3o REFER TO SHEET CV-1.0, CV-1.1, BY: AND CV-1.2 FOR GENERAL NOTES / Development services Manager 0 15 30 60 Know what's below. DATE: THIS APPROVAL VALID FOR 18 MONTHS w Call before you dig. 0 No. Date By Revision Description Designed By. Issue Date `Sto N`yF vV�p; q TAC 07/25/2024 �rsy �� WET RABBIT EXPRESS CAR WASH �-Drawn BY: PWD3732 m Ln° 7530 204TH ST NE SITE PLAN C-1.0 •O �, I W51, 70 jL CheckadBy, Project No: A NAL � 68143—weodAwN I1 61522-9510 S ARLINGTON, WA 98223 Seattle,WA 98103 —P.WD.can SMM 10700009 2024.07.2512:01:27-07'00' A PORT/ON OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. W ta_ o---- NINE_ a \ 2047H ST NEy-19 - f - - LEGEND -- -- f PROPERTY LINE SS T S SS SS SS .. - T -T T 7C 1Y&8� IC 9*05 ADA ACCESSIBLE PATH/AREA 1 12&77 12881 I 1 57 / C-2.1 ,xa 129J9� -�129 3 129.07 PROPOSED CONTOUR 30 ta7 . .. ::.•.•a ... ... 30 ��- - 12925 &6 EXISTING CONTOUR ---- ---- _ zs 9 PROPOSED SPOT ELEVATION XXX.X� 128.J6 a9 1 OB GRADE BREAK --------aa-------- DRIPUNE 129.58 129.50 - /�. 29.2590 I 4�`t, 4 129.65 9.15 121- I \) 2 .79; 1 .30 35.1 11= '11 •art u�.� "TrF \ I 24' 11 a I I I •� ^` - II 129.55 19.J2 'j 130 \ \ III I a �29.55 1Y990 1 Q G 129413 +E 3I .93 / H '..0 1 .21 I 2 _ 129.70 \\\ III I C-2.1 17 n 1 12836 a4- T 18 129.4511-7 ��\\ 50 129.5.9 129.59 1886 ' 12 29.3--956 129.42 II J 12 1 7 12898 ,,za,=I 1 129 v v y 129.48 `12 67 4 129.16 1 .0 129.J4 11 2 129.35 a 29.5U- I L30.27 r1344011 129.95. I 124 1 I 13 125126 1 -�-_� 1MJ4 • • 0.� WW1 -- v.1ze 130.35 .s •/ .69 II 12s I � _-131- -1 LIT ND1 PROlE 1 1'7C 13.�� _, `j3 / i 7�• � TIREC1Nl1 E /I 13267�/ ALL WORK PROPOSED WTHIN 30-FEET OF THE TRUNK OF THE 47.5-INCH DBH RR TREE SHALL BE COORDINATED WITH WSDOT ARBORIST SERVICES AND SUBJECT TO WSDOT REVIEW. I 90 THIS INCLUDES BUT IS NOT LI/ 132MITED TO EXCAVATION FOR THE FOUNDATIONS OF NEW BUILDINGS,ASPHALT REMOVAL, 3 I -��\ J / / �;' INSTALLATION OF UTILITIES,IRRIGATION ONES,AND NEW LANDSCAPING. 7Z 132. / DEMOLITION AND EXCAVATION SHALL OCCUR CAREFULLY,STARTING NEARER THE TREE AND MOVING AWAY TO AVOID / UNNECESSARY GRADING IN THE CRZ. ��CDNR1Ci NOTE: THE UTILITIES DEPICTED ON THIS PLAN WERE LOCATED BASED ON SURFACE EVIDENCE OF z N '• UTILITIES(PAINT MARKS,PAVEMENT SAWCUTS,COVERS,LIDS,ETC.)AND ARE SUBJECT ye TO VARIATION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, CITY OF ARLINGTON o , DIMENSION,AND DEPTH R ALL EXISTING UNDERGROUND UTILITIES WHETHER SHOWN ON CONSTRUCTION DRAWING REVIEW APPROVAL THESE PLANS R NOT.THE CONTRACTOR SHALL CONTACT UTILITY LOCATE 811 AND • / THEN POTHOLE THE EXISTING UTILITIES AT PROPOSED CONNECTION POINTS AND THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE o ® ya CROSSINGS.THE HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING UTILITIES SHALL CONDITIONS ON THE TITLE SHEET. BE SURVEYED NOT REFER TO SHEET CV-1.0, CV-1.1, / CONFLICTS EAST.IF CONFLICTS SHOULD O TO CONSTRUCTION OCCUR,THE CONTRACTOR SHAL PHYSICALLY VERIFY RL NOTIFY BY: SCALE.1"=301 /� PACLAND IMMEDIATELY TO RESOLVE PROBLEMS PRIOR TO PROCEEDING WITH Development Services Manager 0 15 30 60 Know what's below. AND CV-1.2 FOR GENERAL NOTES CONSTRUCTION. DATE: THIS APPROVAL VALID FOR 18 MONTHS w Cali before YOU dig. 0 No. Date By Revision Description Designed By. Issue Date `Sto L�N` TAC 07/25/2024 �rsy �� WET RABBIT EXPRESS CAR WASH Drawn Ely: PW°3732 = m ° 7530 204TH ST NE GRADING PLAN C-2.0 I W51.� jL CheckadBy, Project No. A NAL � 6814 G-wood Aw N T(206)522-9510 S ARLINGTON, WA 98223 Seattle,WA 98103 -.Pndnrvo.can SMM 10700009 2024.07.25,2:01:28-07'00' A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. ■ 129.71 •�129.59 iil ■ II ■ i ail 'i ■ II !■■■N■■■■■■■■.■■■■■mom ■ � II n _ O . O yy I'I i�129.59 — — — — -129.30— 129.30 ■ li I I ■ _ _ ■ ■ I'i 129 ■ ■ ii i ■ 1L ■ 129.67 — \ 129.17 f 129.13 ` — r 0,80% _____� -- -- ----- ■ \\ ■ I 119. I ■ ■ ■ cti 961 .87 • N ■ 1 ggg�� 7� 1 .87 129. 1 .3 ■ ■ 12869 11d61 . ■ 1 // I ■ ixl 1 0.03 1 .95MENEM / ■ / ■ i I 129.69 119• ■ / ■ 12 4 ■ MENEM i — — — 2969 a N VA r - - - 12910 - - - - - ■ ■ o�� ■ ■ ■ �� ■ 1 60S ■ ■ ■ 129.60 129.52 . ■ ■ ■ o1 ■ ■ ,19.66 0 7 ■ ■ 0.80% ■ ■ A ■ ■ 12sss 129.58 ■ ' &■■■■■■■ ■■■■■ ■■■■■! ■ ■■■■■■�■■■■■■■■■■■■■■■■■■■■■ ■ N CURB RAMPS ADA PARKING AREA & ACCESSIBLE PATH TO BUILDING 1_5, L 1' 5' N 3 0 N Q 3 z N N CITY OF ARLINGTON • CONSTRUCTION DRAWING REVIEW APPROVAL 0 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE M ® CONDITIONS ON THE TITLE SHEET. SCALE:1"=5' REFER TO SHEET CV-1.0, CV-1.1, BY: AND CV-1.2 FOR GENERAL NOTES Development Services Manager 0 2.5 5 10 Know what's below. DATE: THIS APPROVAL VALID FOR 18 MONTHS Call before you dig. No. Date BY Revision Description Deers wd By, Issue Data `Sto��`yF vc,AEL TAC 07/25/2024 �rsy °' �� WET RABBIT EXPRESS CAR WASH Drawl, PWD3732 = m o GRADING BLOW—UP �� Rffi 7530 204TH ST NE C-2.1 3— TAC "F ��W DETAILS Checked Br Project No: NAL 6814 G,eenwood Ave N T(206)822-9510 ARLINGTON, WA 98223 Seattle,WA 98103 _,,.N,Larvo.con G SMM 10700009 2024.07.2512:01:29-07'00' REFER TO SHEET CV-1.0, CV-1.1, A PORT/ON OF THE NW 114 OF THE NE 114, SEC. 14, TWP" 31 N., RGE. 5 E., W.M. AND CV-1.2 FOR GENERAL NOTES MGBT128.5 9 STRUCTURE TABLE PIPE TABLE 8"PVC RIVC S I IE=124.66 UNABLE TO SEE OTHER PIPES CIA L SLOPE MATERIAL DIA L SLOPE MATERIAL DIA L SLOPE MATERIAL PIPES NW,E PER CITY OF 11 TYPE RIM I IE IN IE OUT / TYPE RIM IE IN IE OUT # (IN) (FT) (%) TYPE (IN) (FT) (7) TYPE (IN) (FT) (X) TYPE ARLINGTON GIS _ 36"NYLOPLAST DRAIN 123.50(8",N) APE 1 CB 101 BASIN(24"SOUD COVER) 128.86 123.50(8°,SE) 123.50(8",W) (STANDARD GRATE) 129.95 127.75(4",E) 127.75(12",W) 101 8 9 2.00 HDPE 20 8 28 2.00 HDPE ® 4 37.0 2.00 HDPE PVC SO W W TYPE 2 -54" 125.21(12",E) 125.21(6",S) 04 CLEANOUT 130.43 128.17(4°,SE) 128.17(4°,W) 102 9!T 0.50 HDPE ©0 8 39 2.00 HDPE 501 8 4.5 0.00 PERF.10 FLOW SPUTTER 128.99 125.67(8",W) 123.68(8",NW) (SOLID COVER) 36"NYLOPLAST DRAIN 124.21(6",N) PVC -tZ9__\ m 401 129.32 123.50(8",S) 103 IF 0.50 HDPE 301 8 66.5 2.00 HDPE ®0 8 4.5 0.00 asMH �! \ - 0 30"NYLOPLAST DRAIN BASIN(24"SOLID COVER) 126.26(4°W) PERF. RIM=iaa.38 to 10 128.90 125.25(12°,N) 125.25(12",W) 12"IN E IE=112.08 BASIN(2'X2'GRAZE) pyQ \ 2�TM ST N a ® CLEANOUT 129.15 125.25(6°,W) 125.25(6°,S) 0® 12 its 0.50 HDPE ®0 6 6 2.00 HDPE ®0 8 94 0.00 1 z°our E w IE=111 sa \ TYPE 1 CB PERF. - - - - - - _ _ 104 128.28 125.38 12°,N 125.38 12",S Nas°4s'as^E no.eo•-P,sP p11 o0'-M,Rz1 (STANDARD GRATE) ( ) ( ) PVC R 1- ® CLEANOUT 129.79 126.50(6°,NW) 126.50(6",E) 105 12 61 0.50 HDPE ®0 8 45.5 2.00 HDPE ®0 8 94 0.00 pERF. f 105 30"NYLOPLAST DRAIN 128.35 125.94(12",NW) 125.94(12',S) -SS s ss ss ss ss- BASIN(7X2'GRATE) PVC CB TYPE 11 501 CLEANOUT 128.90 123.50(6",N,E,W) 123.50(6",N,E,W) 201 6 ty 5.00 HDPE 4 21 2.00 HDPE 8 94 0.00 / RIM=1zes9T T T -T 106 30"NYLOPLAST DRAIN 12836 _ 126.73(8",NW) PERF. e"PVC N IE=12s.az _- �,� u, o BASIN(2'X2'GRAZE) 126.25(12°SE) CLEANOUT 129.18 123.50(6",N,S) 123.50(6",N,$) ®0 6 I 1.00 HDPE ©0 4 13 2.00 HDPE 601 IR r1i 0.50 HDPE 124.37(6°,S) 123.50(8",N) s TELEPHONE 36"NYLOPLAST DRAIN VAULT 201 BASIN(2eSOUD COVER) 128.94 126.66(6°W) 123.50(8",E) PVC tzg ®0 CLEANOUI 128.94 123.50(6',N,S) 123.50(6',N,$) ®0 6' 1.00 HDPE 401 6 26 6.00 HDPE 701 4 363 0.00 pERF. i - 127,-` 1 7 CLEANOUT 129.32 125.07(6",E) 125.07(6',N) 106 ■129- 18'CPPIE=126.5s OLDCASTLE 660-CPS ® CLEANOUT 128.71 123.50(6',N,S) 123.50(6",N,$) ®0 6 1.00 HDPE ®0 6 25 4.00 HDPE `1 ®0 129.39 125.12(6",E) 125.12(6°,W) / I "ARLINGTON PLAZA" OIL/WATER SEPARATOR j��0 � I l�1 MONUMENT SIGN ®0 CLEANOUT 129.26 123.50(6°,S) 123.50(6°,S) ®0 8 65.5 2.00 HDPE ® 6 17i 2W HDPE DRIPUNE �•/ '• _ 12s L V I 04 CLEANOUT 129.15 125.15(6',N) 125.15(6°,W) I- MONUMENT 105 Z I 10.0•PUD EASEMENT ®0 CLEANOUT 129.19 123.50(6",S) 123.50(6",S) • HIGH-DENSITY POLYETHYLENE PIPE(HDPE)SHALL BE ADS N-12 WT W/SMOOTH INTERIOR(N=0.012)&10.8 PSI JOINTS,OR APPROVED EQUAL. SIGN Try PER AFN 8304140147 0 CLEANOUT 129.42 127.80(6",E) 127.80(6°,S) POLYVINYL CHLORIDE PIPE(PVC)SHALL BE SDR 35,ASTM D3034 GASKETED,OR APPROVED EQUAL �/^@ _--- ° o ii - DRAIN GE 601 DEBRIS BARRIER - 124.50(12",N/S) • POLYVINYL CHLORIDE PERFORATED PIPE(PVC PERF)SHALL BE RIGID SDR 35,OR APPROVED EQUAL INSTALL NTH PERFORATIONS FACING DOWN. I //� - ---- - I I DITCH O 30 NYLOPLAST DRAN 127.17(6-N) PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE,UNLESS NOTED OTHERWISE. /e 301 129.48 127.00(T,E) `�) t 20.0'DRAINAGE EASEMENT BASIN(2'V GRATE) 127.00(8",SW) GRATE INLET TYPE 2 M 9 / $)12"55 , 24's•FIR s 1I ®0 - 124.84( I I l r1/'1 40 I ( 105 I I PER AFN8909205003 ® ZURN TRENCH DRAIN START(WEST) END(EAST) WSDOT 8-35.40 128. UTILITY CROSSING TABLE 1E=126.85 40 1 0 Z886-HDG 29.40 #8611 128.61 jl8612 128.51 1 ' v iI �401 6 I1� NOTE: I �1 �111'A I Ii I\ ryA, 1 0 I 1. STORM STRUCTURES#103 AND#301 SHALL HAVE AN NYLOPLAST ENVIROHOOD INSTALLED ON OUTLET PIPE. ® BOTTOM UTILITY TOP TOP UTILITY INVERT CLEAR FINISHED GRADE 2. ALL NYLOPLAST STRUCTURES SHALL HAVE A 12°WIDE BY 6°DEEP CONCRETE COLLAR AROUND FRAME/GRATE ASSEMBLY. w \\ 1 6"SEWER 123.27 12"STORM DRAIN 126.09 2.82 129.11 2 6"SEWER 124.75 6"STORM DRAIN 125.89 1.14 129.49 3 r ov \\\� STORM DRAINAGE DETAIL REFERENCES 'TABLE A 3 6°SEWER 125.30 4°STORM DRAIN 126.87 1.57 129.74 Q III B 701 3:al 4 lice . 1. + /v A V A DRAINAGE STORM PIPE TRENCH SECTION 2/C-6.2 ° DITCH ~ IIII Q 0 °R \`i\ TYPE 1 CB 1/C-6.0 INFILTRATION TRENCH 4 6°SEWER ------ 4°STORM DRAIN 126.62 0.76 129.51 L I ID4 : C: \\ • SOLID COVER 3/C-6.0 o STONE INFILTRATION 5 6°STORM 124.79 2.5"WATER 125.79 1.00 129.07 U y \�� STANDARD GRATE 2/C-6.0 DETENTION TYPE GAU.ERY r� / I + \N, ROW SPUTTER 1/C-6.4 6 2.5°WATER 124.75 12"STORM DRAIN 125.86 1.11 128.69 36"NYLOPLAST DRAIN BASIN(2'ROUND COVER) 2/C-6.1 TOP OF STONE 126.50 0 0 I + \\� 30°NYLOPLAST DRAIN BASIN(2'X2'GRATE) 1/C-6.1 7 6°SEWER 126.47 6°STORM DRAIN 127.68 1.21 129.35 04 H \\� Know what's below. NYLOPLAST DRAIN BASIN LADDER DETAIL 3 C-6.1 IE=128.20 A x r \+ \�\\ / 100-YR VISE 126.15 8 6°STORM 125.26 8"STORM DRAIN 126.07 0.81 129.18 III ,r r °�°� \, Call before you dig. NYLOPLAST ENVIROHOOD 4/C-6.1 III x + \\\\`b ZURN TRENCH DRAIN 1/C-6.2 BOTTOM OF STONE 122.50 9 6"SEWER 124.58 6"STORM DRAIN 1 125.67 1 1.09 1 129.33 OLDCASTLE(660-CPS)0/W SEPARATOR 1/C-6.5 CROSSING NOTES: I I \ I z + \\N, INFILTRATION TRENCH SECTION 1/C-6.3 HIGH GROUNDWATER ELEV. 117.50 1. FOR CROSSINGS NTH LESS THAN 6"OF VERTICAL SEPARATION.A 3"X 48"X 108"SHEET OF ETHAFOAM 220 SHALL BE I I \ I 0 901 fri 103 \\\,, 3�,t CLEANOUT 3/C-6.2 PLACED BETWEEN THE PIPES NTH SAND PLACED AROUND CROSSING PIPES AND THE ETHAFOAM SHEET. I I \ a t 0 101 I °\` \ \\\ �� DEBRIS BARRIER 1/C-6.6 \\ IE=127.44 A 201 r I °�+ \\�\\� o PSQos��o GRATE INLET TYPE 2-WSDOT B-35.40 2/C-6.5 TOTAL HEGHT 4.00' 201 , 101CONSTRUCTION KEY NOTES 103 I 12s \+ \ \ 9 STORAGE DEPTH 3.00' DRAINAGE SYSTEM FOOTPRINT(1D0'X15'= • v;� \� DITCH ) 1,500 SF OA CONNECT TO BUILDING OR CANOPY ROOF DRAIN LEADER.CONFIRM EXACT LOCATION NTH ARCHITECTURAL AND AT BASE PLUMBING PLANS. I I I 130 \y\ 0 2 0 tro T 04 °\. INSTALL a RIGID PERFORATED PVC(SDR-35,ASTM D3034)FOOTING DRAIN PLACED AT THE BASE OF THE / 04 / 601 \\ + 'J�� \ HEEL OF THE FOOTING NTH PERFORATIONS FACING DOWN.DRAIN ROCK AND GEOTEXTILE FABRIC PER D \ I \ \\ \� GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. III ' F \ °�°` \ \'� °TABLE B' 13° I l\\i 124.125126127- \ + \\ INFILTRATION POND © STORMWATER INFILTRATION TRENCH.SEE"TABLE A"THIS SHEET. E I \ • • -jj1� --- 128 \+ z\\ \\� te•'CMP IE=1z9.95 DETENTION TYPE SURFACE INFILTRA710N l�D STORMWATER INFILTRATION POND.SEE"TABLE B"THIS SHEET.BASE AND SIDES OF INFILTRATION POND SHALL o III \\ 11 IE=128.43 A I/ r Iil / 12s 130 31 \,�� \ i� / / POND BE HYDROSEEDED FOR PERMANENT STABILIZATION. I + FOUNDREBAR&CAP FREEBOARD ELEV. 128.50 O INSTALL 6"GATE VALVE(NORMALLY OPEN)IN CAST IRON BOX NTH TRAFFIC RATED UD(AASHTO H-20). •Axis 45502 a 3 OTHER/ PROVIDE MATCHING T-HANDLE,SET TO WORKING HEIGHT. `" I III II \\ // -J ---_= =--- - _ •'� / / LSNUMBERS" 100-YR WSE 127.16 \� o-o o.a sw Q INSTALL 12°THICK RIPRAP PAD NTH 4°-6"ANGULAR STONE PER WSDOT 9-03.11(2).RIPRAP SHALL BE -135-----=-.136--� / /// / TOP OF POND 127.50 LINED(BOTTOM AND SIDES)NTH MIRAFI 18ON NON-WOVEN GEOTEXTILE FILTER FABRIC(OR APPROVED I I I %i// \�==\ _________ / s,P s,o^r °• ^< / EQUAL). UNABLE TO FIND TOP OF SEDIMENT STORAGE 124.50 POSSIBLY PAVOED OVu: BOTTOM OF POND 124.00 TREE PROTECTION NOTE ALL WORK PROPOSED WITHIN 30-FEET OF THE TRUNK OF THE 47.5-INCH DBH FIR TREE SHALL BE �POWER VAULT STORAGE DEPTH 3.00, COORDINATED NTH WSDOT ARBORIST SERVICES AND SUBJECT TO WSDOT REVIEW. LEGEND \ / / / THIS INCLUDES BUT IS NOT UNITED TO EXCAVATION FOR THE FOUNDATIONS OF NEW BUILDINGS, HIGH GROUNDWATER ELEV. 117.50 ASPHALT REMOVAL,INSTALLATION OF UTILITIES,IRRIGATION LINES,AND NEW LANDSCAPING. / PROPERTY UNE ` / ya DEMOLITION AND EXCAVATION SHALL OCCUR CAREFULLY,STARTING NEARER THE TREE AND MOVING LIMITS OF INFILTRATION GALLERY /✓/iiiir��irii�� BOTTOM AREA 1,075 SF �� AWAY TO AVOID UNNECESSARY GRADING IN THE CRZ. / LG1GiGlL1L✓�1L✓1�1v; FOUND REBAR 8 CAP W "AXIS 45502830THER Z STORMWATER PIPE UTILITY CONFLICT NOTE LS NUMBERS' N THE UTILITIES DEPICTED ON THIS PLAN WERE LOCATED BASED ON SURFACE EVIDENCE OF ssMH CITY OF ARLINGTON UNDERDRAIN --u�--°°---°o-- ( ) RIM=13748 UTILIDES PAINT MARKS,PAVEMENT SAWGUTS,COVERS,LIDS,ETC. AND ARE SUBJECT -+i CONSTRUCTION DRAWING REVIEW APPROVAL TO VARIATION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, 5`' 8°IN S IE=126As p / 8"OUT NE IE=126.59 DIMENSION,AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES WHETHER SHOWN ON THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE o FOOTING DRAIN -fD-fD-fD- THESE PLANS OR NOT.THE CONTRACTOR SHALL CONTACT UTIUTY LOCATE 811 AND UTIITY TRACER YARE NOTE M CONDITIONS ON THE TITLE SHEET. °oL a°� THEN POTHOLE THE EXISTING UTILITIES AT PROPOSED CONNECTION PONES AND ALL NEW UNDERGROUND FACILITIES/UTILITIES SHALL BE INSTALLED NTH A DETECTABLE SCALE:1"=30' > ROOF DRAIN LEADER CROSSINGS.THE HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING UTILITIES SHALL / UNDERGROUND LOCATION DEVICE.INSTALL A#12 INSULATED SOLID CORE TRACER WIRE BY. m BE SURVEYED PRIOR TO CONSTRUCTION TO PHYSICALLY VERIFY WHETHER OR NOT / SECURELY ATTACHED TO EACH UTIUTY AT 8-FEET ON CENTER.12"OF TRACER WIRE 0 15 30 60 Development Services Manager m CONFLICTS EXIST.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY SHALL BE ACCESSIBLE ABOVE GRADE AT THE TERMINATION AND SHALL BE SECURELY STORMWATER STRUCTURE •a®® PACLAND IMMEDIATELY TO RESOLVE PROBLEMS PRIOR TO PROCEEDING NTH ATTACHED AT THAT POINT.THE CONTRACTOR SHALL INCLUDE ALL COSTS ASSOCIATED DATE: THIS APPROVAL VALID FOR 18 MONTHS w CONSTRUCTION. NTH THIS REQUIREMENT IN THEIR BID. 3 / No. Date BY Revision Description Designed By, leeue Date `Sto LE f`y� vYc;;et , TAC 07/25/2024 +rsy �� WET RABBIT EXPRESS CAR WASH Drawn By: PWD3732 `= ° 7530 204TH ST NE STORM DRAINAGE PLAN C-2.2 jf Checked By, Project No. NAL � 6814Gi-woodAwN T(206)522-9510 ARLINGTON, WA 98223 Seattle,WA 98103 -.P.LArvo.can 1ii SMM 10700009 zoza.ozz5lz:otao-oroo' REFER TO SHEET CV-1.0, CV-1.1, A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWP. 31 N., RGE" 5 E", W.M. AND CV-1.2 FOR GENERAL NOTES C6TVPEN RIM=128.59 SANITARY SEWER STRUCTURE TABLE CONSTRUCTION KEY NOTES 8"PVC S IE=124.85 1 ARLIN nEiw GIS clry oFlPEs - - � EI(6°N)9351015.34 EX. � l EIDIN,WT)=12CO I �,EI(6")2925213 Q 8"FIRE HYDRANT SERVICE.CONNECT TO EXISTING WATER MAIN. ARUNcroN Cls IE(6°SW)=121.35 SUMP ELEV=120.00 1 K © INSTALL CEMENT MORTAR LINED DUCTILE IRON RESTRAINED JOINT PIPE(CL52). - 1 „RI251 RIM=129.76 ��RIM=129.55 C-7.0^ IE(6"S,W)=123.60 IE(6°)=124.86 IE(6")=124.82 © 2°DOMESTIC WATER SERVICE.CONNECT TO 8"WATER MAIN. / L \SO N W IE(6"NE)=123.50 C-7.1 RI 1 RIM=t129.68(VARIES) D INSTALL 2"COMMERCIAL DOMESTIC WATER METER.RPBA TO BE PLACED IN BUILDING. S1 � ' �RIM=129.20 O SSMH w IE(6")=123.78 IE(6°IN,OUT)=124.93 IE(6")=125.82 CONTRACTOR TO CCTV EXISTING SS LATERAL.COORDINATE WORK WITH CITY INSPECTOR. RIM=139.38 •� -1 O 12"IN E IE=112.11 \ 20477-/ST NEVI a 12"OUT E W IE=111 98Vale y6 ;\RIM=129.41 l RIM=t129.71(VARIES) Ill RIM=129.68 QF INSTALL 25°DOMESTIC WATER LINE(MUNICIPIX OR APPROVED EQUAL). 1 - - IE(6')=123.98 IE(6"IN,OUT)=124.93 IE(6°)=126.34 s 111 © INSTALL FIRE HYDRANT. 1.2 _SS S ss Ss ss ss ss SS-ss ss- � h RIM=129.41 ��RIM=f129.64(VARIES) RIM=129.82 C-7.2 SSC IE 6 IN,WT=124.93 IE 6 =124.82 QH LANDSCAPE IRRIGATION POINT OF CONNECTION. C' BE59 T T�� T -T 5 M=H31.53 IE(6")=124.00 (" ) (') i 8"Palone VC N IE=125.82 I 3 -129 SEX.METER TO BE USED FOR IRRIGATION 12•IN E IE=113.15 QI INSTALL IRRIGATION DCVA SEE IRRIGATION PLANS FOR CONTINUATION. 12"OUT RIM-11,10I ITIN 29.58(VARIES) C-7.2 _ S OL W5 01 IE(6°I I, 'T=124.07 IE(6"IN,OUT)=124.93 Qj INSTALL 1-2°P.V.C.(GREY,SCH.80)CONDUIT W/PULL ROPE FOR TELEPHONE.INSTALL 1-2°P.V.C. (GREY,SCH.80)CONDUIT W/PULL ROPE FOR BROADBAND AND/OR FIBER CABEUNG.CONTRACTOR TO - I �,� COORDINATE SERVICE LINE LOCATION AND CONTRACTOR SCOPE OF WORK WITH MEP PLANS AND E L ��1P-.��-12555 SANITARY SEWER PIPE TABLE PURVEYOR PRIOR TO CONSTRUCTION. ti SSMH 01 R \ QK APPROXIMATE LOCATION OF TELECOM CONNECTION TO BUILDING.SEE ELECTRICAL PLANS FOR EXACT 43 LF 6°PVC 1117 LF 6°PVC 5.5 LF 6°PVC aI 50 179 Clean out S=5L 0� 0� LF 6°PVC' gL- Y.O� LOCATION. DRIPLINE �� Z H O ¢ ry l / _ © POWER J-BOX.CONTRACTOR TO COORDINATE LOCATION AND SCOPE OF WORK WITH SNOPUD PRIOR TO __ S SSCO 0 2 1 I r-I 5 LF 6°PVC c 22 LF V PVC r,5.5 LF 6"PVC 1-1 23 LF 6°PVC CONSTRUCTION. Q^ �� DRAINAGE L� L� S;, L_� I _ ILE, ' 3 VLV Al X I II, nITCH \ 26X 5=2.00X v S-0GOX S 200X Q PAD MOUNT TRANSFORMER AND VAULT.CONTRACTOR TO COORDINATE SERVICE LOCATION,VAULT SIZE, SS CG 03 S �'Manhole AND SCOPE OF WORK WITH SNOPUD PRIOR TO CONSTRUCTION. q III 7 LF 6"PVC I�I 4 LF 6"PVC r,7.0 LF 6"PVC I�I 17.5 LF 6°PVC p ,K -o -- ry�l \ '' S=3L 2� S=2L 0� S=2L 0� S=2L 0, QN PRIMARY POWER TO TRANSFORMER.CONTRACTOR TO TRENCHING,BEDDING AND BACKFlLL PER SNOPUD I 0$ III, i 24•5"FIR II 5 * OWS d II REQUIREMENTS.CONDUIT INSTALLATION BY CONTRACTOR. 11 1. 1 i` 15 I8 \ I 12 LF 6"PVC 5.5 LF 6"PVC I�I 61 LF 6°PVC 8 0 SECONDARY POWER TO BUILDING.CONDUIT INSTALLATION BY CONTRACTOR.TRENCHING,BEDDING AND MHO V D l S=3U 26X S=O% ` S=2L OF 0 Top of pipe 3' BACKFlLL PER SNOPUD REQUIREMENTS. 4�` I �- 'I II 1 G� 12: C 61 LF \ e © APPROXIMATE LOCATION OF POWER CONNECTION TO BUILDING.SEE ELECTRICAL PLANS FOR EXACT x \ w PRIVATE SANITARY SEWER PIPE SHALL BE P.V.C.(ASTM D3034,SDR-35) IIIRPBA FOR DOMESTIC WATER TO ^S SSC�04 7 !J' �l 6°DI FL PLUG TAPPED 2"ON WEST LEG LOCATION. BE PLACED IN THE BUILDING. T TANK 01 I° �� SSCO O6 S Ic\ \ C D 1I I I I =al \ BITCHAGE ® SEE ARCHITECTURAL/ELECTRICAL PLAN FOR ROUTING TO SITE LIGHTING,SIGNAGE,AND PAY STATION EQUIPMENT. ANK 0 T I I / \ '1 8"X6°X6°FLANGED TEE UTILITY CROSSING TABLE REFER TO SHEET C-2.2 FOR STORMWATER CROSSINGS 1,2,3 1 113 v..�i. 2 LF 6°DI B 2-6"RW GATE VALVE(FL X MJ) ® INSTALL SANITARY SEWER MANHOLE WITH DROP CONNECTION. C-5.1 C-5.2 �1 ail I i �1-THRUST BLOCK O BOTTOM UTILITY TOP TOP UTILITY INVERT CLEAR FINISHED GRADE 2 \ Q a 11 ANK 03 1 Q c *� +tom ( INSTALL SANITARY SEWER CLEANOUT. C-5.0 j (� II ��10<. 8 27 LF 6-D11 1 6"SEWER 125.02 2.5"WATER 126.42 1.40 129.63 1 O TANK 04 T I \\ QT INSTALL OLDCASTLE PRECAST 2,000 GALLON RECLAIMED WATER TANK. C 53�� j S SSCO OS iI�y7v,. G ` \\ 2 6"SEWER 124.02 2.5°WATER 126.22 1.24 129.42 IE=125.07 W ii T ^7- Ill \ \ �� QU INSTALL OIL/WATER SEPARATOR(OLDCASTLE PRECAST MODEL 660-CPS,OR APPROVED EQUAL).VAULT e I I �''fl I CROSSING NOTES: SHALL HAVE A HEAVY-DUTY TRAFFIC RATED COVER TO SUSTAIN H-20 LOADING. C-5.2 °+\ 14: SSCO 0 S \� \\ 1. FOR CROSSINGS WITH LESS THAN 6'OF VERTICAL SEPARATION.A 3°THICK SHEET OF ETHAFOAM 220 SHALL BE PLACED I B 270 LF 8"DI BETWEEN THE PIPES WITH SAND PLACED AROUND CROSSING PIPES AND THE ETHAFOAM SHEET. QV INSTALL 48"MODIFIED TYPE 1 MANHOLE WITH SUMP FOR PRETREATMENT. �iI W IE=126.28N i;N 4 I * \\� \ C-5.0 C-5.1 \ SSCO OB S Fi ✓II', I �� OW APPROXIMATE POINT OF CONNECTION TO BUILDING SEWER LINE.CONFIRM EXACT LOCATION W/BUILDING P0j/ PLUMBING PLAN. / ALL WORK PROPOSED WITHIN 30-FEET OF THE TRUNK OF THE 47.5-INCH DBH FIR TREE SHALL BE COORDINATED WITH QX INSTALL 6"GATE VALVE(NORMALLY OPEN)IN CAST IRON BOX WITH TRAFFIC RATED LID(AASHTO H-20). WSDOT ARBORIST SERVICES AND SUBJECT TO WSDOT RENEW. PROVIDE MATCHING T-HANDLE,SET TO WORKING HEIGHT. DRAINAUL THIS INCLUDES BUT IS NOT LIMITED TO EXCAVATION FOR THE FOUNDATIONS OF NEW BUILDINGS,ASPHALT REMOVAL,DITCH INSTALLATION OF UTILITIES,IRRIGATION LINES,AND NEW LANDSCAPING. QY INSTALL 2"P.V.C.(ASTM D3034,SDR-35)VAPOR VENT LINE AT 2%MINIMUM SLOPE(UP)FROM 0/W 1 e DEMOLITION AND EXCAVATION SHALL OCCUR CAREFULLY,STARTING NEARER THE TREE AND MOVING AWAY TO AVOID SEPARATOR TO THE BUILDING.SEE PLUMBING PLANS FOR CONTINUATION. C-5.0 130 j I / _ �c\�•b �.Nx� UNNECESSARY GRADING IN THE CRZ ■ J� I �� \• ' \ (2 INSTALL SANITARY SEWER MANHOLE. C25.1 CONNECT TO EXISTING GAS SERVICE MAIN.CONTRACTOR TO COORDINATE WITH CASCADE NATURAL GAS FOR CONNECTION AND INSTALLATION OF SERVICE LINE AND METER.CONTRACTOR SHALL PROVIDE 0 lzstzs �\\\� TRENCHING,BEDDING,AND BACKFlLL PER CASCADE NATURAL GAS REQUIREMENTS. • , • 1S 12 28 c s JZ fie\ 18"CMP IE=129.95 iz9130 131 \ \\ \�\ / MRlTM 7RArFlt INiE NDT, \u'_\ \\ //�:•� / / ALL NEW UNDERGROUND FACILITIES/UTIUTIES SHALL BE INSTALLED WITH A DETECTABLE 131 c ` \\ UNDERGROUND LOCATION DEVICE.INSTALL A#12 INSULATED SOLID CORE TRACER WIRE / Top of pipe 3.5' � SECURELY ATTACHED TO EACH UTILITY AT 8-FEET ON CENTER.12"OF TRACER WIRE SHALL BE ACCESSIBLE ABOVE GRADE AT THE TERMINATION AND SHALL BE SECURELY 134=135=1 / ATTACHED AT THAT POINT.THE CONTRACTOR SHALL INCLUDE ALL COSTS ASSOCIATED // WITH THIS REQUIREMENT IN THEIR BID. < / , / UNABLE TO FIND URM 00I NOTE: A 1 NORTH THE UTILITIES DEPICTED ON THIS PLAN WERE LOCATED BASED ON SURFACE EVIDENCE OF A / 1-8"RW GATE VALVE(FL X MJ) PAVED°VFR UTILITIES(PAINT MARKS,PAVEMENT SAWCUTS,COVERS,LIDS,ETC.)AND ARE SUBJECT _ J • /y-THRUST BLOCK TO VARIATION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION,AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES WHETHER SHOWN ON o _`� y / THESE PLANS OR NOT.THE CONTRACTOR SHALL CONTACT UTILITY LOCATE 811 AND _ LEGEND POWER VAULT / / THEN POTHOLE THE EXISTING UTILITIES AT PROPOSED CONNECTION POINTS AND CROSSINGS.THE HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING UTILITIES SHALL PROPERTY LINE -- -- WATER LINE -w-w-w- \ -T �yy/ / BE SURVEYED PRIOR TO CONSTRUCTION TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY o STORMWATER PIPE WATER FITTINGS&THRUST BLOCKING .s x a - / / PACLAND IMMEDIATELY TO RESOLVE PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. „/, STORMWATER STRUCTURE ••Q■ HYDRANT IK SAWCUT --------- WATER METER(SIZE PER PLAN) a ,-:' / SSMH CITY OF ARLINGTON RIM=13348 BACKFLOW PREVENTION ASSEMBLY a yy 8"IN S IE=125.89 CONSTRUCTION DRAWING REVIEW APPROVAL o SANITARY SEWER PIPE (SIZE PER PLAN) 8"OUT NE IE=125.59 • w / ® THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE SANITARY SEWER STRUCTURES - CONDITIONS ON THE TITLE SHEET. UNDERGROUND POWER -°_-�°°- �/ SCALE:1"=30' BY: °O ® TELECOM -* * *- / 0 15 30 6o Development Services Manager RECLAIM WATER TANK Know what's below. OIL/WATER SEPARATOR CI7 __ _ _ Call before you dig. DATE: THIS APPROVAL VALID FOR 18 MONTHS w 3 0 NO. Date BY Revision Description Designed By, Issue Dale `Sto LE N`HF v1cW;E q / TAC 07/25/2024 �rsy �� WET RABBIT EXPRESS CAR WASH g r Drawn PW°3'32 `� ° 1 7530 204TH ST NE UTILITY PLAN C-3.0 TAC Checked By Project No. NAL l � 6814Greenvrood Ave N T(206)522-951U ARLINGTON, WA 98223 Li $MM 10700009 2024.07.2512:01:31-07'00' Seattle,WA 98103 w,+nv.PAcLAND.can A PORT/ON OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. NOTES: 1.MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WITH 7.FOR DEPTHS OVER 25'MANHOLE BASE SLAB DESIGN AASHTO M-199(ASTM C 478)UNLESS OTHERWISE SHOWN SHALL BE DESIGNED BY A STRUCTURAL ENGINEER. ON PLANS OR NOTED IN STANDARD SPECIFICATIONS. Z B.ALL INTERIOR AND EXTERIOR JOINTS TO BE GROUTED 2.ALL REINFORCED CAST IN PLACE CONCRETE SHALL BE (SEE GROUT SPECIFICATIONS). GROUT TO BE 1/2" CLASS 4000.NON-REINFORCED CONCRETE IN CHANNEL THICK MINIMUM AND 3"EACH SIDE OF JOINT MINIMUM. N p AND SHELF SHALL BE CLASS 3000.ALL PRECAST THEY MUST BE INSPECTED PRIOR TO BACKFILL. TOP 3' CONCRETE SHALL BE CLASS 4000. 9.CORE DRILLING ONLY,HAMMERING KNOCKOUTS WILL MIN COMPAC110N 3.PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS. NOT BE ALLOWED.KOR-N-SEAL FACTORY INSTALLED 9511 MAX DENSITY BOOTS ARE ALLOWED. 6"GASKETED C ALL BASE REINFORCING STEEL SHALL HAVE A MINIMUM CAP YIELD STRENGTH OF 60,000 PSI AND BE PLACED IN THE 10.MANHOLES 5'-7'DEEP MUST BE FLAT TOPS. CAST IRON LOCKING UPPER HALF OF THE BASE WITH 1"MINIMUM CLEARANCE. BACKFILL RING AND COVER MIN COMPACTION ONE SIZE LARGER 5.CUTOUT HOLE SIZE IS THAN PIPE DIA. EQUAL TO PIPE OUTER 14"-18° 90%MAX DENSITY LABELED'SEWER' DIAMETER PLUS CLASS 4000 www---777'''TTT�� MANHOLE WALL RING AND COVER CONCRETE 30'SO pgyEp THICKNESS.MAXIMUM SEE SS-030 SURFACE PIPE SIZE IS 12"FOR 12"� 48"MANHOLE,24"FOR °ADJUSTMENT SECTION ^�T1W2E,RNE UNPAVED AREAS 54'MANHOLE. MINIMUM DISTANCE 12' BETWEEN HOLES IS 24- 8'(MEASURED ON THE MIN INSIDE OF THECAL END MANHOLE). PRECAST CONE PLUG. (ECCENTRIC UNLESS . 6.MANHOLE SIZE OTHERWISE SPECIFIED) PIPE ZONE MIN COMPACTION TYPE DEPENDS ON SIZES,90%MAX DENSITY LOCATION AND GRO NUMBERS OF HOLES POLYPROPYLEN STEPS PER SS-050 FOR PIPESMANHOLEDESIGN AND SIZE❑ ❑ 48"OR 54" SEE NOTE 2 ❑5EER ❑ SHALL R APPROVED( ) ❑p o AND WARRANTED BY SEE NOTE 6 MIN ❑❑O THE MANHOLE BEDDING SUPPLIER. PRECAST RISER SECTIONS FOUNDATION MATERIAL I MIN CO ED MPACTION GROUT LADDER SEEREQUIRED i i MAX.HOLE SIZE IS 12"90%MAX DENSITY PAV AREAS 4" ." I SEE SS-040 L——____J FOR 48"MANHOLE,24" IE 6"IN OUT=124.41 SECWN FORNOTES 5A&6LE.ABOVE) SUMP FOR PRETREATMENT 12° 20" - NOTES: 12e CAST MM�NG RING MD COM REINFORCING STEEL(FOR PRECAST W, 1�1V1� Rl fY' \AJ1IGIt BASE WITH INTEGRAL RISER)0.15 SO 1.ALL BACKFILL MATERIAL SHALL BE PLACED IN 4.COMPACTION TESTS SHALL BE AS REQUIRED BY THE OLYMPIC M1025 OR APPROVED EQUAL IN/FT IN EACH DIRECTION FOR 48" LIFTS NOT TO EXCEED 12 INCHES BEFORE CRY ENGINEER,BUT IN NO CASE LESS THAN 2 TESTS MORTAR FILLET DIA.0.19 SO IN/FT IN EACH COMPACTION UNLESS AUTHORIZED BY THE CITY EVERY 200 FEET OF TRENCH (ONE AT SUBGRADE AND DIRECTION FOR 54"DIA. ENGINEER DUE TO THE CHARACTER OF THE ONE AT 50%OF TRENCH DEPTH). PRECAST BASE WITH INTEGRAL RISER MATERIAL AND THE COMPACTING EQUIPMENT. $.IN-PLACE DENSITY AND MOISTURE CONTENT WILL BE /y�� _ CRUSHED SURFACING BASE COURSE 2 MECHANICAL COMPACTION OF BACK FILL NOM: 48 DIA.-6" 6"MIN.DEPTH COMPACTED TO MIN. DETERMINED USING NUCLEAR METHOD,ASTM S4"DIA.-8" �6" . 95%OF STANDARD DENSITY MATERIAL SHALL NOT BEGIN UNTIL THE DEPTH 2922-71. 1. CLEAN-OUT PIPE AND FDTINGS SHALL BE THE SAME MATERIAL AS THE SEWER MAIN. 1-O'� OF COMPACTED BACKFILL MATERIAL IS 2 FEET ABOVE THE TOP OF PIPE. 6.LABORATORY MAXIMUM DRY DENSITY SEPARATE CAST IN PLACE BASE AND OPTIMUM MOISTURE CONTENT WILL BE DETERMINED USING THE 2. A SANITARY TEE,SWEEP,OR STRAIGHT TEE IS NOT ACCEPTABLE. OR SEPARATE PRECAST BASE 3.EACH UFT SHALL BE MECHANICALLY COMPACTED MODIFIED PROCTOR METHOD IN ACCORDANCE WITH 3. SEWER STUB WILL BE EXTENDED 10'BEYOND PROPERTY LINE AND 5'BEYOND UTILITY EASEMENTS TO REINFORCING STEEL(FOR SEPARATE BASE ONLY) TO THE REQUIRED DENSITY PRIOR TO PLACING ASTM D-1557. PREVENT DAMAGE TO CLEAN-OUT AND MINIMIZE CONFLICTS WITH OTHER UTILMES WHEN SERVICE TO 0.23 SO IN/FT IN EACH DIRECTION FOR 48"DIA E 7.BEDDING MATERIAL SHALL BE MINUS. SUCCEEDING LIFTS OF BACKFILL MATERIAL. BUILDING ISACCOMPLISHED. 0.30 SO IN/Fr IN EACH DIRECTON FOR 54"DIA JDEPARTMENT'OF PUBLIC WORKS STANDARD DETAIL `14y Off, •�'arw sAc DAPARTMBNT OF PUBLIC WORKS STANDARD DETAIL Gl'fY O �Ta�'®R aM DdPARf1TSN7'OF PUBLIC WORKS STANDARD SAIL emnv STANDARD DETAIL NUMBER e• emrm STANDARD DETAIL NUMBER .+• emnd STANDARD DETAIL Numom 'rt SVe aG • pNY eu • OAN fle° BENCH SECTION SS-12� �$ZF®o4 SEWER CLEANOUT SS-080 �{� '� MODIFIEDSUMP FOOMANHOLE NRETREAT ENT E I / 75 TRENCH SECTION ,, SEWER CLEANOUT Z PRETREATMENT MANHOLE NTS L NTS NTS (D C O M7 N K N U' 3 0 N W Z H n CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL 0 N THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE n CONDITIONS ON THE TITLE SHEET. BY: m Development Services Manager m DATE: THIS APPROVAL VALID FOR 18 MONTHS w 3 Q No. Date B Revision Description Designed By. Issue Date `StoLY f`H� vGp�EL TAC 07/25/2024 4rsy �� WET RABBIT EXPRESS CAR WASH Drawn By: PWD3732 `^ D 0 TAC �, 7530 204TH ST NE SANITARY SEWER DETAILS C-5.0 o Checked A P J1 �ailn c+° 6814 Greenwood Ave N T(206)522-9510 By Project A'AL Seattle,WA98103 WWW.P.I_A4DJc ARLINGTON, WA 98223 1ii SMM 10700009 2024.07.2512:01:32-0T00' A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. NOM: L 3"CC 3/4'DIA LIFT HOLE i.MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WITH 7.FOR DEPTHS OVER 25'MANHOLE BASE SUB DESIGN 1/2'THICK WEBS AASHTO M-199(ASTM C 478)UNLESS OTHERWISE SHOWN SHALL BE DESIGNED BY A STRUCTURAL ENGINEER. LOCKING HOLE(TYP)3 PLACES ON PUNS OR NOTED IN STANDARD SPECIFICATIONS. 13-1/2' 8 PLACES B.ALL INTERIOR AND EXTERIOR JOINTS TO BE GROUTED �- - LETTERS HIGH CLEATS AND 2.ALL REINFORCED CAST IN PUCE CONCRETE SHALL BE (SEE GROUT SPECIFICATIONS). GROUT TO BE 1/2' CLASS 4000.NON-REINFORCED CONCRETE IN CHANNEL LETTERS THICK MINIMUM AND 3"EACH SIDE OF JOINT MINIMUM. AND SHELF SHALL BE CLASS 000.ALL PRECAST THEY MUST BE INSPECTED PRIOR TO BACKFILL 3"RAISED LETTERS CONCRETE SHALL BE CLASS 4000. 9.CORE DRILLING ONLY.HAMMERING KNOCKOUTS WILL 3.PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS. NOT BE ALLOWED.KOR-N-SEAL FACTORY INSTALLED 2-5/16'TYP • A BDOTS ARE ALLOWED. A !L 4.ALL 845E REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 P51 AND BE PLACED IN THE 10.MANHOLES 5'-7'DEEP MUST BE FLAT TOPS. • _ ` UPPER HALF OF TIE BASE WITH 1"MINIMUM CLEARANCE C1 G1� TT/y� R 5.CUTOUT HOLE SIZE IS E.EVATION EQUAL TO PIPE OUTER �• .0 3/4'RIBS DWAETER PLUS 14"-is" MANHOLE WALL 6 PLACES a �o THICKNESS.MAXIMUM SEE AND COVER • B= a 1�2• PIPE SIZE IS I FOR �s SEE 53-030 3- > RED REFLECTOR RED REFLECTOR 48'MANHOLE,24"FOR ADJUSTMENT SECTION 54'MANHOLE. 1 A MINIMUM DISTANCE BETWEEN HOLES IS 8(MEASURED ON THE 24• PLAN INSIDE OF THE MANHOLE). "Y PRECAST CONE PLAN (ECCENTRIC UNLESS 6.MANHOLE SIZE OTHERWISE SPECIFIED) DEPENDS ON SIZES. LOCATION AND POLYPROPYLENE NUMBERS OF HOLES STEPS PER SS-050 27-3/4' FOR PIPES.MANHOLE Iw 1 2 GRADE 60 STEEL _ DESIGSHALLN ANO SIZE s 48"OR 54' /, / AND EOOB�Y SEE NOTE 6 REINFORCING BAR(ASTM A-615) 51 8' 28-1/4" \ j I THE MANHOLE POLYPROYLENE ASTM 04101 SUPPLIER. PRECAST RISER 23-3/4' SECTIONS STEP MEETS ASTM C-478 SECTION A A �L4 MAX.HOLE SIZE IS 12' CNI O�MT UDDER FOR 48"MANHOLE,24' _ SEE SS-040 FOR 54'MANHOLE.(SEE n SLOPE 1/2"/FT(TYP) 1 7/8" NOTES 5&B ABOVE) 7 8" CONSTRUCT CHANNEL AND 6" 5" 24' 5' i SHELF TO E CROWN OF THE SEE NOTE i PIP TI E 34' 3 !." PIPE �•f INSIDE REINFORCING STEEL(FOR PRECAST O 1' Y DA. BASE WITH INTEGRAL RISER)0.15 SQ � A,A IN/Fi IN EACH DIRECTION FOR 48' MORTAR FILLET �v DIA.0.19 SO IN/FT IN EACH ;( DIRECTION FOR 54'DIA 1R/1CJ NO�' PRECAST BASE WITH INTEGRAL RISER •!�'�' CRUSHED SURFACING BASE COURSE 1. MANHOLE RINGS SHALL BE GRAY IRON CONFORMING TO THE REQUIREMENTS OF AASHTO M 105,GRADE 30B. 48 OM.-8' •'� "'�"""- 6"MIN.DEPTH COMPACTED TO MIN. 54'CIA-e' �g"� 959L OF STANDARD DENSITY 2. MANHOLE COVER TO BE DUCTILE IRON CONFORMING TO ASTM A536,OR 80-55-06 OLYMPIC FOUNOARY PART �1-0'� NO.MH30 OR APPROVED EQUAL SEPARATE CAST IN PUCE BASE SIDE ELEVATION 3. LOCKING COVER TO BE USED IN ALL LOCATIONS.THE UD SHALL BE LOCKED DOWN WITH 3-5/8"S.S OR SEPARATE PRECAST BASE INIM' SOCKET HEAD CAP SCREWS. REINFORCING STEEL(FOR SEPARATE BASE ONLY) 1.STEPS LOCATED IN RISER SECTIONS SHALL BE 6'. 4. RING AND COVER SHALL BE TESTED FOR ACCURACY OF FIT AND SHALL BE MARKED IN SETS FOR DELIVERY. 0.23 SO IN/FT IN EACH DIRECTION FOR 48"DIA Eo 0.30 SO IN/FT IN EACH DIRECTION FOR 54"DIA 5, ALL CASTINGS TO HAVE A BITUMINOUS COATING. 1qy O nrmsu enc D6PAR7971II'!•17 OF PUBMC WORKS STANDARD DETAIL tty ��erw snc DEPARTMENT of PUBLIC WORKS STANDARD DETAIL t'Ey O �'�n sAc DEPARTMENT of PUBLIC WORMSTANDARD DETAIL emra. STANDARD DETAIL NU 0'<MBER A.a emem STANDARD DETAIL NUMBER ° eM� emrm STANDARD � al RM>i1A • geM4 • 4AN flR No v4 o'Z MANHOLE TYPE I SS-010 v4 0; MANHOLE LADDER STEP Ss-050 vp a4 MANHOLE COVER SS-030 <llr <llYO� Ui MANHOLE TYPE I ,, MANHOLE LADDER STEP MANHOLE COVER NTS L NTS � NTS 3 Vi O N 0 N W Z H N CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL 0 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE M CONDITIONS ON THE TITLE SHEET. BY: m Development Services Manager C0 DATE: THIS APPROVAL VALID FOR 18 MONTHS 3 No. Date BY Revision Description Deeowd By, Issue Date �Sto L; yF A t Ate , TAC 07/25/2024 4rsy WET RABBIT EXPRESS CAR WASH Drawn By. PWD3732 Mks TAC - N 7530 204TH ST NE SANITARY SEWER DETAILS C-5.1 Af JI 2�W t� 3Chocked By Project No: NAL 6814 Greenwood Ave N T(206)522-9510 ARLINGTON, WA 98223 Seattle,WA 98103 —11.PAcLarvo.con Gi SMM 10700009 2024.07.2512:01:33-0T00' A PORT/ON OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. Oldcasfde Precast Del-ring Reliablify AUBURN 0 CBSt`>tB PTaCBSty OelNenng Relia6ilfry 10'f TO UNDISTURBED EARTH D.I.TO PVC COUPLING 660-CPS OIL WATER SEPARATOR 660-CPS ROMAC NO.501 Project Plate Area=444 Sq/ft Project Plate Area=444 Sq/ft OR EQUAL Maximum Process Flow=415 GPM Maximum Process Flow=415 GPM DUCTILE IRON MJ OR PUSH-ON I I JOINT SEWER PIPE 6'-s'T°P sacoa+ D.I.TEE CL-200 I' EXISTING M.H.WALL / \ 6�-0_`ova t vp CORE DRILL HOLE AND FILL _/ N•-ena Pw MEGA-LUG W/NON-SHRINK GROAT /4_g r - 1/2 BLIND FLANGE ✓ µ�-ri'3"~' ._8.. 1kki,'l}k'` �'i' -� AS DAM TOP SECTION ?\ '•SS No.660-CPS-T 'tiN•5;:%:i`�` r h%`} `%:.`•`% I u A ,,.�,y�:�.�7�r`; ::•:%r7:%`%7�`cy I A m- -.1..ro -_ — xo.n•+,prM. -III I I MEGA-LUG 1"STAINLESS STEEL STRAP _I I I II I WITH STAINLESS STEEL BOLT TO wrier PLAN VIEW i n No ti i�s'"'..u•, D.I.P. MANHOLE WALL MAXIMUM OUTLET SPACING OF 5' 1 s'¢r°u9ourn /z•N•.urc xa. CL-52 im,ze..z sw. - I PRESSURE TREATED 4%4 n TM^"'x�T Pv°E TOP ELEVATION r� SPACER FacN®coaiasdn9 Pack 6_D I INLET I.E OUTLET I.E. 0 BACKFlLL WRH GRAVEL aP4' �- Pa• '/ NM Svrylhi nT„ BORROW UNLESS OTHERWISE IRE DCTED BY ENGINEER. COMPACT TO 90%MAXIMUM DENSITY. VAULT DIAMETER SAME AS HORIZONTAL CORE DRILL HOLE AND FILL No.660-CPS-8 --a - g 1.• PIPE UNLESS APPROVED BY THE I I W/NON-SHRINK GROUT °'S00°`' '� r - .e 't'r'•?•:"z.'r'. ENGINEER. MATCH CROWNS s'°Fn' `"` "L10 ° e•m. ' y SECTION AA°u•m EGA, CONCRETE CLASS 3000 LUG •1 _ N• x as c.•a.as "xi nw+� BLOCK POURED IN PIACE � xrn•o Pq•D..•ua s+ge+o-o�e"nessw an+Pw z:- 4 4• ;_._ o.w�o,�wo am�v«nsa v.:cm c�v°.,. .+ D.I.P.90' BEND a � .:... 6_D L xorE ANSI A21.10 .. 4Ermn x "^••'•�pax u.v=.+P.r nnsxro ,w vvm / ' .Le•a30 r,.a «ov.r°ar�r-ro«era a I I-I I a o• c•�1e`«1d m m e. c•.a.1.CHANNEL a ie nWeo-.D•p•q�m a.''-w0�e-u�+www' x nd'vd=a•+a.+.b 11-1 aa m o a-g-z' 1 or agr of sr•w• DECK ELEVATION no csx ro Pvm so wo,r, CHANNEL TO MAIN LINE AT OR ABOVE HIGHEST CROWN SCALE:3/8"=l'-0" E FOR DETAILS,SEE REVERSE» � xwe Mom a,u�eeera enu�xsnnurxmrc tisc roman rK o+gea zma oiecn•na Proras�arc `tigY�� eAc DEPARTMW OF POBLTC WORMS STANDARD DETAIL 141 . - 141.1 - - ae genre STANDARD DETAIL NUMBER n sru gracopaubum.com opauburn.com MANHOLE DROP CONNECTION SS-060 NO 75 MANHOLE DROP CONNECTION 2 OLDCASTLE 660-CPS O/W SEPARATOR NTS NTS rn 3 C O In N K Q N U' 3 0 N W Z H n CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL 0 N THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE M CONDITIONS ON THE TITLE SHEET. BY: m Development Services Manager m D= DATE: THIS APPROVAL VALID FOR 18 MONTHS w 3 Q No. Date B Revision Description Designed By. Issue Date `StoLY f`H� vcp�EL TAC 07/25/2024 4rsy �� WET RABBIT EXPRESS CAR WASH Drawn Mj' PWD3732 `^ D 0 , , TAC �, 7530 204TH ST NE SANITARY SEWER DETAILS C-5.2 o Checked A P J1 +axn 6814 Greenwood Ave N T IM(31522-9510 Project A'AL Seattle,WA98103 —.PndAxD.can ARLINGTON, WA 98223 ,ii SMM 10700009 2024.07.2512:01:34-0T00' A PORT/ON OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGEr 5 Er, W.M. 10 AUBURN GREASE INTERCEPTOR SINGLE VAULT SYSTEM 600—7,000 Gallon System Din,"A" asar Aaem Opmwq Canlnplar to Cara pllNnacApwla Pqa Geul BeU SNn Mn�w�l .Q 1✓i 4 1 I i t\may' 1 'h i�jy. A porn(p-r ye. Droft i._U. PLAN VIEW DETAIL 1 eem su.. tMon.p Prams A uva. naval re crane s maK(z'�'i«es an sn-cA F �_ €� INLET , q 1eo-- �4 CUTLET ___ Dae.y Dim'E" F{' � E Wt.,Deplh ,E LengUlBolry goose S�1Length SECTION VIEW AA cdYn cepadlr MeDDDatNlmmdn N••9co••. s4 e''-onU•n a+Yo+a-oW s1a-u 'A' 7-0• T-0 1'-2' 18z2o-_oUro 66-8 U-01A 1--r1"toF•i-sYoo--oarn+/•r w1a50-a-agosA•Wm1'oroo-'--o1Was1 -• V-V 5-• ' S-° I— V-11• V ' r-o• 7`-2• 1-3• I.-W V-W 5-1 e am ro• a'-e• a-z• a•-r a•-r 5-c J/V 5-1• s'-V r-a- 7-1• W-o• .r DsPu o •-+r F s a-r Daclon Crit":3 _ _ 4 11 t.:_e _ _ _ erm FumDwq seas-bPe�a�M t_Cmcrols?8. eemprwelw SumgM1 re.7000 pd OIMYedv ,NmN Flow .f« .CapodlY J.MM:AS 111 A 1u Gaaee85 Pr P eu a ale ' Tma In Caliona 4-Ded}e Ad-318-02 -,.IF,' , Buifm9 teas C-eel•un:numdeVuclurd Oe4gn luafn9 Far an x 0navgane Procwl Cmcrete UIIiIY Aru2. 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BY: m Development Services Manager m DATE: THIS APPROVAL VALID FOR 18 MONTHS 3 0 No. Date By Revision Description Deeigned By: Issue Date: `Sto LE�`HF v�p EL TAC 07i25/2024 ... s ry �I WET RABBIT EXPRESS CAR WASH Drawn By: PW03732 `= P/�(C TAC 7530 204TH ST NE SANITARY SEWER DETAILS C-5.3 s A� -J1 2�W �p PRJ1sis9�t� Checked By, Project No; NAL gal 6814 Greenwood Ave N T(206)522-951D ARLINGTON, WA 98223 j Seattle,WA 98103 w PACLAnD.Con 6S SMM 10700009 2024.07.2512:01:35-07'00' A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWP. 31 N., RGE" 5 E", W.M. 4 Q0� B a o 24" D tom: -------- r--------� FRAME AND GRATE(OR SOUD COVER), 2 SEE APPLICABLE STANDARD DETAILS 1. CONCRETE INLET TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478&C890 UNLESS OTHERWISE SHOWN ON THE PLANS A A S z H OR NOTED IN THE STANDARD 1 3-1/2' I I I 26-1/4'R SPECIFICATIONS.ALL CONCRETE SHALL BE 2-2"R MIN "J CLASS 4000. m A J 1. A 2. REINFORCING SHALL BE EQUIVALENT TO WELDED WIRE FABRIC(WWF)HAVING A Jo.J MINIMUM AREA OF 0.12 SQUARE INCH PER FOOT.WWF SHALL COMPLY TO ASTM A497. 11 WWF SHALL NOT BE PLACED IN KNOCKOUTS. I I 2'%4"X8'SOLID BRICK USED FOR FINAL \ 6 ADJUSTMENT TO GRADE,6'HIGH MAX. 3. THE BOTTOM OF THE PRE-CAST BASE SECTION MAY BE ROUNDED. h I 4. PRE-CAST BASES SHALL BE FURNISHED Q 0 2f• WITH CUTOUTS OR KNOCKOUTS.KNOCKOUTS 2 I �' SHALL HAVE A WALL THICKNESS OF 2"MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY ' PROVIDED KNOCKOUTS.UNUSED KNOCKOUTS 4 1 NEED NOT BE GROUTED IF WALL IS LEFT 2-0 B i 2 si MON ,..Q IINTACT. O B 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TOP VIEW PM � TO PIPE OUTSIDE DIAMETER PLUS CATCH a N N BASIN WALL THICKNESS.KNOCKOUTS MAY BE ROUND OR'o"SHAPED AND MAY BE j I RISER SECTION o ON ALL 4 SIDES WITH MAXIMUM DIAMETER 1 3/a"NORMAL 1/6'R(TYPO f NOTE: OF 20. — TO BAR p 39-1 8"R 6. THE MAXIMUM DEPTH FROM THE FINISHED _ 1Q MATERIAL USED SHALL BE DUCTILE IRON PER WITM—A536, 'I•' �6'• GRADE TO THE PIPE INVERT IS S'-0". T 1-1 2"MIN 1-1 2" 1 GRADE 80-55-06,WITH 7. THE TAPER L THE SIDES OF THE 1/8" I/TO NEAR 7 A� l`'l PRE—CAST BASE SECTION AND RISER 2 / W CLEAR BITUMINOUS COATING. l T 1-3 4'4' SECTION SHALL NOT EXCEED 1/2"PER 2 g \ LOCKING HOLES TO BE PROVIDED 4 FOOT. �• 3 IN CASTING TO ALLOW FOR TWO AT �— 5/8"DIA STAINLESS STEEL, B. FRAME AND GRATE SHALL BE IN / %/j %/ / PART OF SCREW WILL PROTRUDE 'o / / / / / v SOCKET HEAD CAP SCREWS.NO N ACCORDANCE WITH WSDOT/APWA N / / / % / ABOVE GRATE. SPECIFICATIONS.MATING SURFACES SHALL BE FINISHED TO ASSURE NON-ROCKING FIT / / x WITH ANY COVER POSITION. I m /%// / ® GRATE TO BE USED WITH FRAME z O1 FOUNDRY NAME,THIS SIDE TO CURB W/ARROW AND(DI) ® LOCKING GRATE CASTED HOLES SHALL BE /%%/ SHOWN IN STD DETAIL SD-090. 9. FRAME AND GRATE MAY BE INSTALLED WITH FOR DUCTILE IRON SHALL BE EMBOSSED ON TOP OF CASTED TO ALLOW FOR TWO 5/8'DIA 4 GRATE SEATING:B INTEGRALLY n FIANCE DOWN OR CAST INTO RISER. GRATE WITH 1/16"RECESSED LETTERS. STAINLESS STEEL SOCKET HEAD CAP SCREWS O CAST PADS. SO THAT NO PART OF HEAD PROTRUDES 10.EDGE OF RISER OR BRICK SHALL NOT BE 2Q SEATING OF GRATE SHALL BE ACCOMPLISHED BY ONE OF ABOVE TOP OF CASTING. MORE THAN 2"FROM VERTICAL EDGE OF THE FOLLOWING:A 8 INTEGRALLY CAST PADS 4 5Q CAST POCKET DFT HANDLE. CATCH BASIN WALL (1-1/2"x3/4"xt/8"). B. MACHINE BOTTOM SURFACE OS GRATE TO BE USED WITH FRAME SHOWN IN SECTION C{ z OUTSIDE A 17"DIA STANDARD DETAIL SD-090. © NON-SKID DIAMOND PATTERN APPROX 2-1/2'xi'xi/8"HIGH < O MATERIAL USED SHALL BE DUCTILE IRON PER ASTM-A536, PRE-CAST BASE SECTION GRADE 80-55-06.ALL CASTINGS SHALL RAVE A a (MEASUREMENT AT THE TOP OF THE BASE) BITUMINOUS COATING. `qy .rrmeJw •nc DEPARTM NT OF PUBLIC WORKS `.ty M aw •nc DEPARTMENT OF PUBLIC WORKS y eaYi®R e•c DEPARTMENT OF PUBLIC WORKS t G STANDARD DETAIL t STANDARD DETAIL It STANDARD DETAIL emrM. STANDARD DETAIL NUMBER Mn emem STANDARD DETAIL NUMBER am7�a� STANDARD DETAIL NUMBER IP eJ•9PC • • eT e1M 9PC • • O AM 9IX o 'F,p of CATCH BASIN TYPE 1 SD-020 74 o STANDARD GRATE CATCH HASIN INLET .SD-0G0 v+ 'Z SOLID COVER SD-080 N <lFTO'� <llr0'< <lA0't ui CATCH BASIN TYPE 1 STANDARD GRATE �z� SOLID COVER NTS L NTS J NTS 3 v 0 N lr 3 3 0 N W Z H N CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL 0 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE M CONDITIONS ON THE TITLE SHEET. BY: m Development Services Manager m DATE: THIS APPROVAL VALID FOR 18 MONTHS 3 No. Date By Revision Description Deeoned Br leave os+e �Sto L; vA�;Ate , TAC 07/25/2024 ,rsy °' �� WET RABBIT EXPRESS CAR WASH Drawn By. PWD3732 `^ , , — TAC - � 7530 204TH ST NE STORM DRAINAGE DETAILS C-6.0 Af Ji 2�W 3 Checked By Project No: NAL M 6814 Greenwood Ave N T(206)822-9510 ARLINGTON, WA 98223 Seattle,WA 98103 _11.PA,1_,ocon G SMM 10700009 2024.07.2512:01:36-07'00' A PORT/ON OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. NYLOPLAST 2 FT X 2FT ROAD&HIGHWAY STRUCTURE: 32 AGS X NYLOPLAST DRAIN BASIN WITH SOLID COVER FRAME a GRATE PFR FM FRAME a GRATE PER PLAN. REFERENCE SHEET C-2.2 REFERENCE SHEET C-2.2 7F MIN WIDTH GUIDELINE 18'MN WIDTH GUIDELINE i8 MINIMUM PIPE RURAL IT MIN THICKNESS GUIDELINE DEPMPERPIPE 'd' S'MIN THICKNESS GUIDELINE MINIMUM PIPE BURIN MANUFACTURER RECOMMENDATION DEPTH PER PIPE MN.MANUFACTURING (3)VARIABLE INVERT HEIGHTS MANUFACTURER Q)VARIABLE INVERT FEJGHTS ( AVAILABLE(ACCORDING TO RECOMMENDATION AVAILABLLE NVE THE TO RED.SAME AS MIN SUMP MIN.MANUFACTURING (6,71 TRAFFIC LOADS:CONCRETE BLAB DIMENSIONS PRE FOR PLANsrtAKEOFF7 PLANSRAKE OFF) EXCEPTFOR3IN Q. HIA BG TRAFFIC LOADS CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE RED.SAME AS MIN SUET) H5)ADAPE, GUIDELINE G INTO CON ACTUNCONGETEOIL C MUST BE 36'ORAN BASIN RED. ANGLES ANq.ES DESIGNED TAKINGINTO CONSIDERATION LOCAL SOL CONDITIONS, PURPOSES 2.25 FT FROM RIM TO TOP wRNBLEr ONLY.ACTUAL CONCRETE STAB MUST BE DESIGNED VARIABLEO°- TRAFFIC LOADING.d OTHER APPLICABLE DESIGN FACTORS. OF PIPET AD-NGTO TAKING INTO CONSIDERAnON LOCAL SOR CONDITIONS.TRAFFIC ACCONDNGTO SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. PLANS LOADING.d OTHER APPLICABLE DESIGN FACTORS. PLANS (2)VNBABLE SUMP DEPTH ACCORDING TO PLANS ,s (C MIN ON 12.24'.10'MN ON 30' tl2 Yt 8Ir MIN ON 36'BASED r<l'!� (3)VARIABLE SUMP DEPTH pI VARIOUS TYPES E:4--3NETB OUTLET ORRGADAPTERS y'A Re MI' rMINON I2'-24' 141 VARIOUS TYPES 4--3rOBOOME r RRUGEDHIADAPTERS riNry fWNON S'.24' NOON--INGTOPAq ADS N-12MANCRGOALCALL,ADTEDHOPE I'A4G�M; 6.MIN ON 30'd36' ON MANUFACTURING RED.) ADS*IRANCO6'POR WALL,G4TEDHUPE N�' 8'MINON30'd�' (6'MIN.O 12'-2r.1R MIN ON 30' (ADS ALL)N-12 H PVC WALL,(D'S R 351. (ADS ALL),NNCOR DUAL WALL,(EX:SD COR N MANUFACTURING 36' SINGLE WALL).NV HP,PVCSEWER(EX:SDR351. y,Jb!' SINGLE WALL),WV(EX PVC SEWER(ET:001 35), BASED ON MANUFACTURING flEOJ PVC DWV CO UG TE PVCIBBD NO ?F PVC OVA/CO SCH40),PVCIBBED WC i DDRRIJG4TE08RIBBED PVC 1 � CORRUGATEDdflIBBEO PVC THE D RM MATERIAL SHALL BE CRUSHED STORE OR OTHER GRANUAR CLASS MEETINGTHEDEINEDI AST D2321. WATERTIGHT WATERTIGHT JOINT WATERTIGHT JOINTOWN) 4 BEDDNASS RCLASS III DRTERIAL AS SURFACEDRAINA E ASTM SHAM (CORRUGATED HOPE SHOWN) BEDDING d COMPACTED UNIFORMLY FORMLEIN DRAINAGE INLETSSHALLBE (CORRUGATED HD�PE�SHOWN) 12'-36' S.�. PLACED 8 COMPACTED VNFORAILY IN ACCGIDANCE WITH ASTM 02321. THE BACKFIM MATERIAL SHAH BE CRUSHEDUIF04 ONE OR OTHER GRANULARMATERIAL MEETING THE REQUIDMEM$OF321' , CLASS'IT OR CLASS BI OR SURFACE E DEFINED N ASTM D232U BEDDING 68ACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED 8 COMPACTED UNIFORMLY N ACCORDANCE WITH ASTM D2321. I.C-39'GOLD OCASME SIMLLeE DUCTLE NON PER AEMASJBfA DEmRI� 2-r.lv'FPr ..BEOUCRLEMOHPERA51MA536GRAp-UGELi d'd IP$OLDCOVERSFRYR W.TDSWRV°MBWNS WIM}XEUBEqF A PVC BODY TOP.E UVOWMANUFA 0 URBIDA 3 1-12'-YE FNNE3 d GMTE39HNLBE DUCTILE RMPERASiNA53fi B-ORAINBA RI TORE CURIEDMANUFACTURFOACWRONEMM GRAINBA N05. RBSM1OT1 NERSAREREEDEDIOW-I'0VEPM WETOSHIPPIIX i-ORAN BAGN TORE CuSigM MANUFACTINEBACCORONG iOPLAN }xNPRM HASPROESSIIBJECTIJATTER ERM ORAYN By FBC NAIFANL �E� JU..'OxAAbL "ESTRIClI0NS.EOn1BW UC1T001GRME6. TXIS Melr DF5CLO3E35UBJECi IMTTEAIN'MBCESn5HAU.Do.OR MOD E OMaiJ By E MATERIAL �(� DETAt3. Nri0%ASTWSPROPNETRINTAD rtSNCONI"EIT /FAO PHIS pn7 BJBiu] i I�BTNMO t13i0RC01GiUWTEO HOPE IADs to 7AVHLOR DULL wAIU. ORPOSBES OF THIS MINT DOE S NBTINFEER GATE O1NOT NA //��+a+ PMx(T0193DawJ f- PT DRANM 12FORCORRU3TUBDHOP(AMNE MARCOADUM.-J ORNSFER.OR UCEN THE ME OF ME NO OAIE 1.IS06 -D3312 FOR CORRUGATED HDPE IADB NIMIANCOR g1LLWALL1. TECNFA,IKFOICENSENSR CETHE DESKNOR NylOplaet FM pnIMT•T4AN R>•13 NP.d DVCSEWERIe-3FL TRANSFER OR WFORMNSE THE USE READ"SMN OR Nyloplaet iM RnIMb74M IN2IM.A CA SE'NER IA'EBO REMODUC NiORNATEN3HOVNl®EH gENSE08Y NW PROJECT NOAUIIE wmeNbDlnHn+lNn 5-MININU ANGL BETWEENDONARESE DD'T03B0°.MHII IZ TECHNICAL SVOWNIAWN RENAfO BY NW PROIECI NOMAME -'�''^'�D�A1°A'T'" 1-AdYPW MNBEMOATEDGIANv ABAFTETOJBO'.TO REPROD.'ERE THIS MU OR ANY NFOd4ATM TIME MNMUM ANGLE BETNEEHABAPIER9 SEEOMVMNG MI.ItObIIOO12 REPRODUC}NXI OF DINMIM OR PMNFORMATKM 1RlE BEIERNNE MNMUMPNGLE BETNEFN ADPP}EAS SEEGMWNG COMANEO HEREN.OR MaIUFACNREOFPNY OMNBAMNNRTISRX3FTROADBMOHNAYOMIE 8-1}-3P SOLOLOVERB$HALL MEE}H,20l0ADRAING CCNTANEBNEREN.ORMMoFALTUREOFMY GRAIN NRSN WITX SOLDCOVBI HOC-1-IIDDIL ARTIENfRf:ROIn 7OR THE gS0.D$IMETBBTHER MR T@4S OLICKWECIMSTALLATIUNOE}A. >-r81PSOUDCOVERSARE MTEOFOA"T0UIYAPPUCATIM'S(NL1' ARTOLEFEREPTON.FORTHEBMC105URETOOMERS DATE MAb13 OgCX SPEC INSTALLATION MAL 5-BOADANGHWAYGRATESHALLMEETHALDADMTNG N FORSODEH F.+',.'. 1'SPECIFNNRIRTEN OWG S� SOME SNEET tOF1 DWG N0. >DIt•11N1M REV H HOCONCRETE COLIAR NEEDEDFO"LKNTDUry MTNQ ISFORPDBEN.EXaPTBYWECIfCWPoT1EN OWGS� A SCALE t:p SNEER 1pF1 pWGN0. PENMSION FF_I'I �: PERMSSIONFROMNYL-T. 30 DRAIN BASIN W/ 2'X2' GRATE 2 3611 DRAIN BASIN W/ 24" SOLID LOCKING ROUND COVER NTS NTS NYLOPLAST 36"STRUCTURE WITH LADDER DETAIL NYLOPLAST DRAIN BASIN WITH ENVIROHOOD SSHARDWAREFURNSRED 9.75 ON it OD FRAME E GRATE PER PLAN. NIE912E A NaeWP CORROSION RESISTANT LADDER NTH LADDERS 12T50N 2r REFERENCE SHEET C-22 4' 731 Nm PER OSHA 1910.27 11'FLAT WASHER 8HEAD BOLT, 15AI ON 30' rO � F 9n 39.M HIT HEX NUT T 1ta J600 15)ADAPT MOLES nn 4z bJ VARIABLE 0'-36D° tA' IDN 4BOJ ACCORDING TO PLANS r-24'ADAPTERS PgCFA ANOFORTURGP&ARNRSITMCTIOV AVAILABLE (4)WATERTIGHTJGNT (CORRUGATED HOPE SHONBR Nltn O N N R S 9TORNI FlAW 14'MA%PER A OSHA GUIDELINE$ CIFANWTPLUG L+N a S I'H ft (C MN.BASEDON MANUFACTURING) NOTES:1. LADDERS SERVING MANHOLES CAHUSE DEVIATIONS OF OSHA 191027 FOUND IN .r ASTM C478.12 LADDERS ARE TO BE ORDERED FROM LAN:INTERNATgNAl 3.50 MAX MAINTENANCE INSTRUCTIONS: CORPORATION ONLY. STORM FLOW--� + L THE STRUCTURE SHICULD BE INSPECTED ATLEAST TYP.ANGLEDATTACHMENTS. 2. CORROSION RESISTANT BRACKETS,WITH STAINLESS STEEL HARDWARE.SH4LBE OHCE PERMOIITHFORTHEFIRSTYEAR.ORUNTLTHE o MIN.6 PER LADDER. ATTACHED TO THE LADDER BY THE PIPE FABRICATOR,THE HARDWARE IS INCLUDED SITE HAS STABILIZED. N A 2.THE STRUCTURE SHALL BE CLEANED IF ACCUMULATED 7 MAX VERTICAL MOUNTING BOLTS WITH LADDER. WATER LEVELAFTER SiDRMaCw� DEBRIS 15 EQUAL OR GREATER TO THE FOLLOWING: MUSTSEPOSITIONED TOWARDS 3. USE STAINLESS STEEL BOLTS.WASHERS AND NUTS TO ATTACH THE LADDER STORM EVENT ', N THE TOP OF THE RISER BRACKEB THROUGH THE PVC GRAIN BASIN SIDE WALL - B 0.CEBRIS IN SUMP-1T MAX 4. LAODER SHALL BE PLACED$0 THAT TOP RUNG IS LESS THAN 14INCHES FROM TRAPPED OLd S FLOATABLE DEBRIS-"MAX BASE SURFACE AND BOTTOM RUNG IS AS LOW AS POSSELE. FLOATING DEBRIS 3.THE DEBRIS SHALL BEIED CLEANED AN EER DRED BAS 5. BOTTOMOFLADOERSHAILBE ATTACHED TO BOTTOM END CAP WITH SSHARDWARE AINCRAF THOROUGHLONSYAS SPEGFIEO BY FNGINEFA BASEDON SEE CHART SITE CONDRpNS. SEE NOTE 8 SUPPLIED WITH THE LADDER. 36'MAX fi. WEIGHT OF LADDER TO REST ON END CAP. RIP ENVIROHOOD SLMP (4)VARIOUS TYPES OF NLETd OUTLETADPPTMS a 7. ALLIIARUWME IS TO BE TIGHTENED PRIOR TO SHIPMENT. AVAEABIE;r-3P FOR CORRUGATED HOPE B. VARIOUS HEIGHTS ARE AVAILABLE FOR NYLOPLAST 36'MANHOLES WITH LADDERS. (ADS NI7JHANCOR DUN WALL ADSMANCOR O SINGLE WALL),W12 HP.PVC SEWER(EX!SE R 35). FOR 36'MANHOLE BODIES THAT EXCEED 64'LADDFAS MET0 BE FIELD INSTALLED N AM RISER SECTIONS ARE MGUMGG TO REACN THE DESIRED STRUCTURE HEIGHT. HEAVY DEBRIS, PVC DWV(EX:&CH 401.PVC C9001C9D5. CONTACT HYLOPLAST FOR DOCUMENTA71DN SUPPORTING FIELD INSTALLATION OF Sell d SILT CORRUGATED d RIBBED PVC LADDERS THE BACKFLL MATERIAL SHALL BE CRUSHED STONE OR j OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS 1T MAX I ETMNOHOODFVALA91E w1RHat 1"Ja STAoD1UPE OPRONS(OUSTOM 18'30' OF CLASS I,CLASS RR,OR CLASS III NATERW.AS DEFINED In CNj ABTM D2321.BEDDING 8 BACKFILL FOR SURFACE DRAINU '.- 3 flASN.ROn06 NKANJAr.BCga NLEn INLETS SNAIL BE PLACED d COMPACTED UNIFORMLY IN LADDER BASSI$ 2-FMNES.GRATES.CPJEgS.H0005.8045EF1A1E391NLL BE WCRE PON PERASTM A536GRATETDBAOZ ACCORDANCE WITH ASTM D2321, j TO BE BOLTEDTO T. -MNN SASNTO BECOSTOM NNdJFACRREDACCORgRN to HANDETAIB Z THE BOTTOM ENT CAP THISFAMBI-ESSUBJECTMATFEq NNH":N DRAWN BY NISI MAIENNL JINVEPDXA A. RISERS ARE NEERM FOR BABIS ONER N'WETOSH�NGRIS1NCTIgN m3 McJIOS0.09E5 SlI8rtCTNA1TERIN WMOI pUWN9Y JJ1 X WnR4LL J-.SONAAVE NnOPLA5T N0.3PPOPRIETARY RIGHTS THE RECEIPT OAIE b1b1B BUfORD.GA NBIF SEEOMVAVGN0.T001-t ICL55. CPIASi xAS PROPRETAM RIGIi1B.1XE RECEIPT W PRI II-.ORPOBSE-OF""AM DOES NOTCWFEA. A-. OR POSSESGOX OF THIS PRIM GOESNOTCORPM APPD BY XMN //"�/�/ DHN fTn19SDR44J 4-BRa1MGECONHECTMNSTLBJOMTKARNFSSSWILCONfOFPA iO MAN ORL De Me PRUSEOi THE DESIGNOR MlE I.�fD Nlylopleat, FAX In01gXARAN cn TRANSFER.oaLK:ExsE THE usE OFTHE DfsNNOR DATE blblg NYWPIoat.: FAx(TTp1MbNm --FOR..uGATEDwPE(Aosw12NANCa+DUAt wall. TEGIMCaNFOR .K SHDwx HEJ9N REv ar IMR MOJECTNGAIAME "".mNWAAw..FAa CITY OF ARLINGTON TECFNCa NFGRMATtlN.-HEMOR REV40 BY NMR PROJECT NO,NAME Nw,*PINNAUPan N52 HP.PVC E.FA I-161. PF➢ROOUCIIOx OF THE PRINT OF ANv IMORMMNN IOTA = REPRODL'CTIM.iHN PR B.ANYNF I'M ION DATE 1-1 TITLE S-ApAPRASCANEEMWNTEB ONAMMGLE e'1O36C',TODEFgXNNE COMANEDo..OR+,'an1.'II-EOFMM OYILt .POSY MNx mNNaAeNwIIxENMdpOD CONSTRUCTION DRAWING REVIEW APPROVAL COMANED HEREN ORNMUFAGNHEOFPM MlMLMANYEBETLAEENAOAPTERS - �CAIGN0.TCDa-i1fN111, ARMIE HEREF ."S SNiB ObIS16 QUICK 9PECIX3}IMABg10ETK MPO BT HMI Iff-BT]B'STRUCNRE'MMLADDEADETAL O APiN1E HEREFRW.FOR THE gSCLCSlNET00THER5 NFpeOOEN N NFORD-KE-Pr.SPECIFN A_N G, PEIdNS.IONFRO-1 FIF I.JL MEBT TORT o PE@EDIONFROM-151. ,a.B.G SALE 1°A SCALE 1 m SHEET IM1 BA'D ND TNI-1- REV B THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE I� CONDITIONS ON THE TITLE SHEET. OCTZ DRAIN BASIN LADDER DETAILS DRAIN BASIN WITH ENVIROHOOD BY.Development Services Manager OCT J NITS NTS DATE: THIS APPROVAL VALID FOR 18 MONTHS 3 0 No. Date By Revision Description Deeigned By: Issue Date: `Sto LE N`HF vLp EL TAC 07i25/2024 �rs y �� WET RABBIT EXPRESS CAR WASH Drawn By: PW03732 `= P/�(C TAC 7530 204TH ST NE STORM DRAINAGE DETAILS C-6.1 s A� -JI 2�W4RT�s IfiAxT°Y� Checked By, Project No; NAL LPN ENi'A 6814 Greenwood Ave N T(206)522-951D Sea ARLINGTON, WA 98223 j Seattle,WA 98103 WWW.PAcLAND.coM 6S SMM 10700009 2024.07.2512:01:37-07'00' A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWP. 31 N., RGE, 5 E,, W.M. Z886-HDG 6-3/4[1711 WIDE REVEAL TRENCH DRAIN SYSTEM�R� SPECIFICATION SHEET — W/HEAVY-DUTY GALVANIZED FRAME TAG ? 1 � a Lai mmenaODs 1pauoe3el lmmll 0ecenaam aaa laeraneaa as ramlCaupn a,pewmlet,—an--,aeaYls TOP 3' MIN COMPACTION 95X MAX DENSITY 6"GASKETED CAST IRON LOCKING CAP BACKFlLL RING AND COVER MIN COMPACTION ONE SIZE LARGER 90%MAX DENSITY THAN PIPE DIA CLASS 4000 LABELED'SEWER" I - CONCRETE 12 PAVED y SURFACE �Lf/ J 3- UNPAVED AREAS NOTE:aActual CNannal Wn6m N 61114120641 t0 allow tar hUp. N MIN IN ENGINEERING SPELIFlLATN1N:Lrtn l868HIDG MECHANICAL END 12 enannds snap ce Bo 12o3x11v,S 6a 11]11 wlaa reveal and new a 4 U021 brow Notlula wnnd seclwns dwu ce mesa of ox waver aworcem Hbn Demlly vdy.ms•Idw OF PIPE PLUG. IHDPEI.s .a ooc�wa mamnbd wnnapm,mlwaan manrbr:adwna mm wtl nd:epamw aaan9 ma nanlweon ana snau mad,an�nv Ion Y110 ma w..ew d,noana WITH FLG. >.aD•161zu1.cnannels ands wd9n leas man zal lx.11.0sx91pannea loot n.vaasmoom.l-1rz 1331raawsadsenaaanm9 dolwmwnno l4onnlrrpa poartKl«na.o°9arla.]sr. PIPE ZONE MIN 90%MAXCOMPACTION CHERNE TYPE cal Bvc wm In slope cnanrwls d,aa nave 1 aros swnaaro to secure bend,b us and rowlbn snau ce provaea wun swmwro coc preres mar loch eown m bare.zum DENSITY s 1+5z1 wme rayed cal.anlaea wdaa Iron smaea Gala mmortnb9 b AsrA1 apadspa6on As36ea,craao eass66.wpNa I.on 9rda Is rewa aria c cer rce ow ErvtaJ3 by GROUT loatl dweif eEora.Supplied In 201500 nwni�largms wiN t211Jl witle slob,arA 3141197 bepnnO tlepM.Gree M1ea en open area o12B.1 sy.In perft L59.483 a9.mm pxmelarl. p�❑ Tne t65 R.661 min Heavy-Oury Gervenlzea carbon Sorel Frame Assemmy mmmms le MSTM apeclSralbn A36 ale Gelvenlrin9 conlormawaSTN apadnrallon At23 wIm,0-4 WYE D p D 11oz1 Ipry nprw..w and,pro par eO IzoJ16 crel.Iod,mwn ma are w ce Imayml b ma 1rema.An webs mvs,m panom-a W a cam6ee wdaer per ASTM.wna.a Aws D1�- 6. (SEE NOTE 2) o Fames slwlba pmeumabma uses MIN D p D p TarimAB Fbw BEDDING - Z O Sin-bd.EI9M1t ncn Hi9n0.0ena4y PdYe1M1YINIe IHDPEI' No. SM1dbw Inv. Deep lm. cw SUFFIX OPTIONS ICnecba ft app pHpllonq SB02 41o[1041 470119 02] 122 1 0 1 [ MIN omld Atlaplars Addl—n efio3 4.]a vs IN— 13s o.x uz m FOUNDATION REQUIRED MATERIAL i i 90R MAX DENSITY /�F��p�� 14- _-Et elh-E ICap _-UI 21517 N°-Nub Bdrom Outlet ESN 5.30 t3 13 - - PA EI MW -EI 21511.-Hub EM U1. -U3 3B67Na-Hub Bonom Outlet J0135 150 O41 111 11 _-E3 31]Sl No-Hub Ena Ounet -W 4 °2 NaHub Bonom Ou1kr 5.90,50 1 040114L4H02)NaNub EMOoh _-U6 611521No-Hu5 WMOulbl � 650 t65 r- 0.55 245 1561152-H.EMOutld B6U6N ]t0 t00 SEMM860] ]10,SO Z 0G9 2776 1 .lLb l lM�F.Optlan I]0 196 19 12226 176 339 21 20Sbawdl Elnanabn-18145T1 High 5610 —226 241 U 50611 950 24t 25] 111 4o3WaNOea( N ~ 5612N 10]02I2 2" U - 1L \/y7 tlLl{/F�{\/yKyFR'A R{F��i ryNi!bA/rGFISDE SI-Xv RealsWll Ep Coettd Ducule Grate-GassE061J t0.]013]2] [20]148] 29 Bc caNanwea Dvpaw Iron Bar caw-Gaaac S0 1.ALL BACKFILL MATERIAL SHALL BE PLACED IN 4.COMPACTION TESTS SHALL BE AS REQUIRED BY THE OLYMPIC M1025 OR APPROVED EQUAL —_-DBG Dudlle lrar Cssl Bar Grew-GevC esu n.eo sot use 3+e ve ss0 UFTS NOT TO EXCEED 12 INCHES BEFORE CITY ENGINEER,BUT IN NO CASE LESS THAN 2 TESTS -DC Dumb wn sotla 0-1 Geesc COMPACTION UNLESS AUTHORIZED BY THE CITY EVERY 200 FEET OF TRENCH (ONE AT SUBGRADE AND — — Galva Ductile Iron Sldwe Grate-el.C' --0GCUSA Dvwblron Sbnaacm,e-Ga C(Suhhib eDGE-USA) MATERIAL AND THE COMPACTING EQUIPMENT. _-GOE Galvanuetl Duablron SldUal MGrew-ClessE DGE-USA Darla lmn Sldlea Gale O—E 5.IN—PLACE DENSITY AND MOISTURE CONTENT WILL BE NATteC, _cHpD GelvamzM Heel-Prod De Grace--I —GDC-USA cdyanbed Dvmle slonea cme-Cl.0 Z MECHANICAL COMPACTION OF BACK FILL DETERMINED USING NUCLEAR METHOD,ASTM -cHPDE Galvanued Heelrrod wale Grace-Cb E cDE— GIN—ii Damue Sbnatl Gave 0a.E MATERIAL SHALL NOT BEGIN UNTIL THE DEPTH 2922-71. -HPD Heel-0rod Dudlle Sbnea Glare-C—I --DE USA cal.•an dHad-vrod web Grab--E OF COMPACTED BACKFILL MATERIAL IS 2 FEET 1. CLEAN—OUT PIPE AND FRTINGS SHALL BE THE SAME MATERIAL AS THE SEWER MAIN. -RPFcOE R.Heelmwm0masa-Prool Dudtil calyanSbaesade Grace-ClassE -HPOEUSA Heel-Proof...Sbned Gate-chi. i donee crew-claase --vvc Pwwcverbrabtl Grab-cwssc ABOVE THE TOP OF PIPE. 6.LABORATORY MAXIMUM DRY DENSITY AND OPTIMUM 2. A SANITARY TEE,SWEEP,OR STRAIGHT TEE IS NOT ACCEPTABLE. -RFGC Ra�m«am I—G.—crab-Ci a C MOISTURE CONTENT WILL BE DETERMINED USING THE -RPOC R«moped Pe40rawa Oamanaae Gr.-ClesaC Mla nemow Gplbna 3.EACH LIFT SHALL BE MECHANICALLY COMPACTED MODIRED PROCTOR METHOD IN ACCORDANCE WITH RC Relm«cea Peemdea caNanreee Reyeae Pand,Gras-clmsc _-DB 0mlom Desna srama 3. SEWER STUB WILL BE EXTENDED 10'BEYOND PROPERTY LINE AND 5'BEYOND UTILITY EASEMENTS TO TO THE REQUIRED DENSITY PRIOR TO PLACING ASTM D-1557. PREVENT DAMAGE TO CLEAN—OUT AND MINIMIZE CONFLICTS WITH OTHER UTILITIES WHEN SERVICE TO MNpen.aebp.oglon. SUCCEEDING LIFTS OF BACKFILL MATERIAL. E .vic .videmcoa�wdor 7.BEDDING MATERIAL SHALL BE MINUS. UILDING IS ACCOMPLISHED. co • nolarry bmnl----- oa..rw�>e,pxrnee. •[Y eam�aM ame D6PART1m'MMf OF PUBLIC 110R&4 .DY aTo'uIS oAe DSPARTNSNT OF PUBLIC 1IORY5 um Irlausbl.s.LLC I spbomoa Dralrb9,Operalbn Rev. F (at STANDARD DETAIL Gl O STANDARD DETAIL 6B,Flrwbar9M1^""'u='E�a,PANi—Pb655.6`.9a'6 Dace: DFV3012021 STANDARD DETAIL NUMBER °. amrm STANDARD DETAIL NUMeSt � In Grratle l am IMusuNe lJmMatl C.N.No. 144013 - - �Mp 4 ]9o9 w,aray ome.Dn4,o.Brampwn,omaro L6T 5w6.Pn.6]>.692.52,6 C.N.N. NO. zees-Hoc 74 0; TRENCH SECTION SS-120 STORM DRAIN CLEANOUT ZURN Z886-HDG TRENCH DRAIN TRENCH SECTION 7l STORM DRAIN CLEANOUT NTS L NTS NTS 3 v 0 N 3 3 0 N W Z H n CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL 0 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE ram.] CONDITIONS ON THE TITLE SHEET. BY: m Development Services Manager m DATE: THIS APPROVAL VALID FOR 18 MONTHS 3 No. Date By Revision Description Designed By, issue Data �StoL;�`yF '''';Ate , TAC 07/25/2024 ,rsy °' �� WET RABBIT EXPRESS CAR WASH Drawn By. PWD3732 ffiks TAC - N 7530 204TH ST NE STORM DRAINAGE DETAILS C-6.2 au q aM � Chocked e> P'°'°�`No ^^L °� ' ARLINGTON, WA 98223 3 A 3 Seattle,WA 9e103 Aveve N T 206)5222-995110 w Gi SMM 10700009 2024.07.2512:01:38-0T00' A PORT/ON OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. a. III—III—III — — 111=111=111=1 I I—III—I I—I 1=1 1=1 1=1 1=1 1=1 1=1 I—I I—I I—I I—I I I I - - - - - - - - - - - - - 11—I I—I I—I I—I I—I I I I_= ______ I—I.I=— — .... _ - - - - I 11=1 I I=1 I I=111=1 I I=1 I I=1 I I—III—III—III—III—III—III—I 11=1 11=1 I I—III—III—III—III III JEJ GDMPAGT BAGKFlLL c95x MIN: - - - - - = I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 I I—III—III—I 11=1 11=1 11=1 I -- =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11-1 11=1 11=1 11=1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 I IOF DRY DENSITY,TYP.) = III—III—III—III—III I = _ _ _ _I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11—III—III-111—III _ _ _ _ _ _ I11=111=111=111=111=1I1=1I1=1I1=1I1=III=III=III=III=III=III=III=III=III=III=III=III=1I1=1127 1I1=111=0 ==III=III=III=III=III=III=III=III 111=111=111=111=111=1I1=111=111=111=1II=1II=1II=III—IIIII111 TOP OF STONE: 126.50 100 YEAR WSE: 126.15 =1i1- o�o�o�o�o�o o�o�o�o�o�o�o�o�o�o�o�o�o�o�oDoDoDoDo III= II—III= o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —III=11 �A _ CLEAN,CRUSHED ANGULAR STONE; AASHTO I I III—III—I ENCAPSULATE(PERIMETER)INFILTRATION 11—III—I 11—II— O O O O O O O O O M43$3 OR PER GEOTECHNICAL ENGINEERS' O O O O O O O O TRENCH WITH A NON-WOVEN GEOTEXTILE Ii1-Ii1=1i1-III- �o�o�o�o o�o�o�o�oU��^ ��o o�o�o�o�o�oDoO III=ITI=ITI=ITI=11 I I—III—III—III—III _ �� 1. �V _—III—III—III—III—III OVR L FA IC APPROVED EQUAL). _ _ _ OVERLAP FABRIC SECTIONS PER III—III—III—III—III—I ~ 1—III-111-111—III—III-11 MANUFACTURER'S RECOMMENDATIONS.TOP 8"RIGID PERFORATED PVC PIPE UNDERDRAIN. _ SHALL HAVE TWO LAYERS OF FABRIC ERFOR OT N�8]SI1ALL FA FLOWN TYPICALI I—III—III—III—III—III—III INSTALLED. 11—I i 1-I i 1-I i 1-I i I-I i 1=1I O O O O O O O OO O O O O _-ITI=ITI=ITI=ITI=ITI=ITI=ITI=1 ITI-ITI-ITI-ITI-IT1=1T1-III- o�o�o o� �o�o�o o�o(o0 �o�o�oDo 111—III—III—III—III—III—III—III _ =111=111=111=111=111=111-111-1 I I UNDERDRAIN PIPE INVERT: 123.50 III—III—III—III—III—III—III—III � 11 I-1 i I-1 i I-1 i I-1 i I-1 i I-1 i 1-1 i 1-1 T 1=1 O 00 O O O O O O O O O O �O O I I 1=Ti=Ti=Ti=Ti=Ti=Ti=Ti-Ti-I 11 `� III—III—III—III—III—III—III—III—III—III— 3 4.5' 4.5' 3' —111 111 111-111-111-111-111-111-111-111—I III—III-1 O —1 O I-1II—III—III—III-1 I =1 I —1 I _ =111=111=111=111=111=111=111=111=111-111-111 BTM STONE:12250 I I I—III-111—I O —III—III—III—III—III—III—III — _ _ _ 15— N SCARIFY SUBGRADE SOILS 75 e MINIMUM DEPTH INFILTRATION TRENCH TYPICAL SECTION 0 NTS 0 N 0= Q N U' 3 0 N W Z H N CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL 0 N THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE n CONDITIONS ON THE TITLE SHEET. BY: m Development Services Manager m DATE: THIS APPROVAL VALID FOR 18 MONTHS w 3 Q No. Date B Revision Descri tion Designed By. Issue Date `StoLY f`H� v�p�EL TAB 07i25/2024 �rsy WET RABBIT EXPRESS CAR WASH By:' PWD3732 �" `^� � D 0 � , , —TAC �, 7530 204TH ST NE STORM DRAINAGE DETAILS C-6.3 Checked A P " c+° 6814 Greenwood Ave N T(206)522-9510 Project n'n1 Seattle,WA98103 —.P.L4 .— ARLINGTON, WA 98223 1ii SWIM 10700009 2024.07.2512:01:39-0T00' A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWP. 31 N., RGE" 5 E", W.M. \ 12"PVC SCH 40 24"BOLT-LOCKING B. BYPASS RISER MANHOLE RING AND COVER \ 18"PVC SCH 40 BAFFLE TO PER COA STD.DTL.SD-110 54"TYPE 2 CB PER \�T CONTROL FLOATABLES COA STD.DTL.SD-040 Oe \ 18"PVC SCH 40 BAFFLE 0 0 TO CONTROL FLOATABLES ELEV. 126.62 I�i 12°PVC SCH 40 OVERFLOW \ a BYPASS RISER W/OPEN TOP 8'INLET _ ___ 12"INLET ELEV: 126.12 — — — — — — — — — — } — — — — — — — — 6°OUTLET TO 0 SEPARATOR REMOVEABLE CAP W/3"6 c i�� ORIFICE MACHINE DRILLED i \ ` IE=125.21 AT CENTER PROVIDE 9 GAUGE BRACKET SUPPORT BRACKET ANCHORED i TO STRUCTURE WALL 4"REMOVEABLE CAP FOR MAINTENANCE , 8°OUTLET TO BYPA i _ IE=123.68 LADDER STEPS --- PER COA STD DTL.SD-050 0 0 a � PLAN VIEW o 0 A SECTION VIEW N O N �l N 3 v 0 N FLOW SPUTTER DETAIL - 54" TYPE 2 CB o NTS N W Z H N CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL 0 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE M CONDITIONS ON THE TITLE SHEET. BY: m Development Services Manager m DATE: THIS APPROVAL VALID FOR 18 MONTHS 3 No. Date By Revision Description Dellowd By, Issue Dade `Sto LE N`y� vYc;"et , TAC 07/25/2024 �rsy �� WET RABBIT EXPRESS CAR WASH Drawn By. PM3732 ffik TAC - N 7530 204TH ST NE STORM DRAINAGE DETAILS C-6.4 A� Ji 2�W �♦ft�`O�� 3 Cocked BY Pr*d No: NFL �« �'� 6814 G—wood Ave N T(206)522-9510 ARLINGTON, WA 98223 Seattle,WA 98103 —11.PA,1-,-mn G SMM 10700009 2024.07.2512:01:40-07'00' A PORT/ON OF THE NW 114 OF THE NE 1/4, SEC" 14, TWP" 31 N., RGE. 5 E., W.M. 10 t AUBUPN OIdC8511@ Precast" Delivering Reliability 6� 660-CPS OIL WATER SEPARATOR 660-CPS Catch Basin Project Plate Area=444 Sq/ft Project Plate Area=444 Sq/ft I Maximum Process Flow=415 GPM Maximum Process Flow=415 GPM Products Grate Inlet Type 2 WSDOT B-35.40 t°p d coon Reinforcing 6�-0"VIt own«a Pw c«�`""' ASTM A-615 87. • All components 54' 4_g^ r =7iC__�, • p3 grade 60 reinforcing bar 12"H- Top `/ Pi; E;i;_,_,,, 6-e" I �% =s •• 5 H Top Grate&Angles TOP SECTION v-}Is I$ yI} f$ I k.y,. %wly5. BAb),(B-0d) N860`CPa-T -- - ,�,'�'�,; WSDOT --HIT,','S' -�,3' F�, p I.r.yy .l p o Cast Iron frame with vaned grates �r`s-�. a Galvanized steel angles and grate $\ 1360lbs 61nch Riser 37• Durter PPE PLAN VIEW i/aq::m •P «ue" . 43016s IV! 2]" rM awrw t cam sm.Lz s _ 6"RISER w1uT 7xax mt[r PwE TOP ELEVATION Facet® 12 loch Riser /Ft®Cwleeeing Pack B'-0" • 8601bs / INLET I.E. _ OUTLET I.E. Precast Base 0 wtn sP�>i��&B>P.: •�-- b• four-way unit has fouway knock outs provided for pipe entry a u sa,v�v r« 3860lbs 7. 8 1p m I1h inch hole on each side for handling ��„ 27 s 12' 5-6' Conformity Standards RISER VAULT No.660-CPS-B --1.,1Nx.�s«Pw�i,q r« WSDOTashin B-35AOe APWA/WSDOT Standard Specifications i r - Catch Basin meets ASTM C478 Y o' sb�«t ww SECTION AA e•na q H2O loading standard \� s '"xc«C1ent«za°mr5`1e s c"`�a.,«sB«gtn ro-zo°o••� °RanB"'s'.n��o ax«: r �" C 5�w�xn o rrua,axe �Stin.c nt• ei vN•ns« 4B' 29' Y�u�ae e B� CE4�GNMNArNPMN 1B OS BuaSmq 'r. BCO I�m•num q �� cnan°ui,a`«nrw«arzr`esnx:v o ro.waax,u.«rot-ax e s.Pw/« .sqoxx ic.«owa<et uP.nAsxro �r..e,• 5' 0 g_p 26" 4 o_ cae 5q• -1-1 a o-.Pat sa.: --t or t wr / sswar°"e pw�a a s«atw r«, a.� ..Y: r aw:«1 sire as w"�nW'or srt«n 23" SCALE:3/8"=l'-W E FOR DETAILS,SEE REVERSE- Note.Drawings not to scale www.shopeconcrete.com �v "(10422.7560[TOLL FREE) isaa one wn, i 141 rzc o,=cas.nc. 141.1 outs—oiac su•P-1.I- SD 5lwpe CGr,vete.LLC 125118¢8-1551 PWT l ® 1618 East Main Avenue Faa urn!1 os31 e4sazvz AI1PCH QPL opauburn.com Pu 11.p,wAB8372-3142 Faalne2253)B6T471 Approved N O N 1 OLDCASTLE 660—CPS O/W SEPARATOR 2 GRATE INLET TYPE 2 — WSDOT B-35.40 NTS NITS 3 C i� O rD N K Q N (.D 3 0 N W Z H N CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL 0 N THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. BY: CO Development Services Manager CO DATE: THIS APPROVAL VALID FOR 18 MONTHS w 3 Q No. Date B Revision Description Designed By. Issue Date `StoLY f`H� vcpAEL me 07/25/2024 ersy °' �I WET RABBIT EXPRESS CAR WASH Drawn By: PWD3732 `^ D 0 , , TAC �, 7530 204TH ST NE STORM DRAINAGE DETAILS C-6.5 In Checked A P J1 rgP s+G 6814 Greenwood Ave N T IME1522-9510 By, Project 6'AL Seattle,WA98103 waw.P.WD.cax ARLINGTON, WA 98223 0 SMM 10700009 zoza.ozz6lz:otal-oroo' A PORT/ON OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. YA'pA BAR FRAME I A i - I P CIEM SPAONG RACK INTO REVELED PIPE END PLAN VIEW GROUND SU0.FACE INSERT KUMINUA TRASH ROCK INTO BEVELED PIPE END B'CLEAR FROM DEBNS BMRIE0.TO FINISHED GRADE I ___ ______ I I I ROW I A'CLEMS NG I I SECTION A 3'MIN, e'CIEAR FROM DEBRIS BAPAIER TO FMISNEp GRADE TO FR INNER ROLLED SNODTN gOYETER ac RPE v SEAR vADIND \ JMYTFB.ANOHORSTRAPS,FASTENWITH IS GA KUMmUM PIATF 1?GKVAN2EO OR NON-CORROSIVE BOLTSANDNLIE1111.•PLACES) D � NOTFSJ 1 .TEFL.oR AttiuM o.UE,_.ER_EL P_T.uusT ¢ED GKVANIZED WITH TREATMENTS 1,2,OR 5. N 2. CONTRACTOR TO VERIFY DIMENSroNS. O N L(l �� DEBRIS BARRIER � Nrs 3 0 N K N C� N W Z H N CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL 0 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE ITT CONDITIONS ON THE TITLE SHEET. BY: m Development Services Manager m DATE: THIS APPROVAL VALID FOR 18 MONTHS 3 0 No. Date By Revision Description Deeigned By: Issue Date: `Sto LE�`HF v�p EL TAC 07i25/2024 , sry no WET RABBIT EXPRESS CAR WASH Drawn By: PW03732 `= P/AK TAC 7530 204TH ST NE STORM DRAINAGE DETAILS C-6.6 To s A� 2�W 'qo 9ftSNO t Checked By, Project No; AAL �� 6814 Greenwood Ave N T(206)522-9510 ARLINGTON, WA 98223 j Seattle,WA 98103 w PACLAND-M 6S SMM 10700009 2024.07.2512:01:42-07'00' A PORT/ON OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. REQUIRED PAVEMENT SAWCUT(n.P) UNDISTURBED 3 RESTORATION PER '- R/W USE PERMIT �i•5 K•p; a CSTORATION EXISTING PAVEMENT NATIVE SURFA AS SP E RE ECIFIED(SEE SURFACE GROUND NOTE 3) COMPACTED �IfrY4 GRANULAR r' RACKFILL \\ 12'\�\ rL PIPE 4,p/,., STEEL a; E ^'4 COMPACTED TRENCH NEAT E(TYP.) UNBALANCED CROSS CROSS 1MTH PLUG BACKFILL(SEE NOTE 1) oz y .1 I- Y COMPACTED GRANU RACKFILAR f,3vt�na,l' LL j^ril:>FF?;wai-r't;p. EL PIPE BEDDING ZONE i ` /+AJL@"'�\\ .f^,Fbs�,,;:, (SEE NOTES 2) [� STE)DE �- 1/4"STEEL Ip I• "' "I PLATE BLOCKING PER < ••,• ST .' I STD DETAIL A TRENCH STABILIZATION -I- J PUJGGED'ig / NO.W160 MATERIAL,IF AN O WHEN PIPE O.D.+ 18• HORIZONTAL BEND DIRECTED. (SAME AS PIPE J e BEDDING). •4" f` : vFr.',f�.!I BACK FACE THRUST BLOCK AREA REFERS f'y.'f t:•�?;,G j: UNPAVED AREA PAVED AREA TO oTH(E BASUREDE wF hi 4•v SQUARE FEES 'Y}�+`�•,� / 1/4"STEEL HORIZ CL OF PIPE AND r PLATE BLOCK NIMM: TEE PIPE&CAP THRUST BLOCK DETAIL 1. TRENCH RACKFILL SHALL BE: *PAVED AREA GRANULAR BACKFILL AS APPROVED BY LOCAL AGENCY,OR PER WSDOT THRUST BLOCK AREA IN SQUARE FEET (SEE STD DETAIL NO W-165) NOTES: 9-03.9(3),OR CDF,OR 5/8"MINUS CRUSHED SURFACING,OR APPROVED NATIVE MATERIAL SOIL FIRM sllr COMPACT SAND COMPACT SAND k GRAVEL COMPACTED TO 95%OF MAXIMUM DENSITY. FIRM SLTY SAND 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES 90' 45•BEND 11 1 a• BD' 4s'BEND 11 1/4• 9O' 45'BEND 11 1 4' DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE CITY ENGINEER. "UNPAVED AREA:SELECTED GRANULAR MATERIAL WITH MAXIMUM DIMENSION OF 6"PER FITUNG BEND TEE CAP OR PLUG k 222 1/2'BEND TEE CAP OR PLUG&22 10/2- BEND TEE cAP OR PLUG a 22 1/2' 2. ALL BLOCKING FOR HORIZONTAL FITTINGS(POURED IN PUCE)SHALL BEAR AGAINST UNDISTURBED NATIVE W SEND SOOT 9-03.15,COMPACTED TO 90%OF MAXIMUM DENSITY. 4' 4. 1] 29 2.1 2.1 1.0 1.6 i. GROUND OR FILL MATERIAL COMPACTED TO 95%MAXIMUM DENSITY. m 6 ".3 9.4 .4 .7 4.7 4.7 19 5.0 3.5 1 4 3. ALL POURED THRUST BLOCKS SHALL BE BACKRLLED AFTER MINIMUM 1 DAY. PRESSURE TESTING SHALL 2. GRAVEL BACKRLL FOR PIPE ZONE BEDDING SHALL BE SELECTED GRANULAR MATERIAL PER w B' 23,3 ts.7 ts.7 .7 n. e.4 a.4 .4 .B s.3 6.3 s OCCUR AFTER CONCRETE HAS REACHED COMPRESSIVE STRENGTH(f'c). WSDOT 9-03.12(3),WASHED SAND,OR APPROVED SUITABLE EXCAVATED MATERIAL WITH c 1 53.0 37.5 37.5 1&0 26.5 te.6 tB.e 7.5 0.0 14.o u.0 .6 a. ALL BLOCKING TO BE CONCRETE CL 3000-1 (3000 PSI). MAXIMUM DIMENSION OF 1-1/2'COMPACTED TO 95%OF MAXIMUM DENSITY BY APPROVED AREAS CALCuuTED IXN 300 PSI TEST PRESSURE ANO -0 MIN COVER OVER WATERMAIN 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE,BUT HAND-HELD TOOLS. SHALL NOT COVER OR ENCLOSE BELL ENDS,JOINT BOLTS OR GLANDS.ACCESS TO BOLTS AND GLANDS ®IF ECOLOGY BLOCKS MAY BE USED IN LIEU SHALL BE PROVIDED. 3. EXCAVATE FOR THE PIPE BELL TO ENSURE UNIFORM SUPPORT FOR THE PIPE BARREL OF POURED-IN-PLACE BLOCKING FOR 6. ALL HORIZONTAL BLOCKING THRUST AREAS SHALL BE CENTERED ON PIPE. FITTINGS IN SHADED PORTION OF TABLE 7. WHERE POURED-IN-PLACE BLOCKING IS REQUIRED AT A POINT OF CONNECTION TO AN EXISTING 4. UNPAVED AREA SHALL BE RESTORED WITH 4"TOP SOIL,FERTILIZER AND SEED,OR AS RESTRAINED JOINTS MUST BE USED. WATERMAIN,THE BLOCKING SHALL BE INSTALLED PRIOR TO CONNECTION WHENEVER POSSIBLE OR AS SPECIFIED. PAVEMENT RESTORATION SHALL BE DONE PER RIGHT-OF-WAY USE PERMIT,OR DIRECTED BY THE CITY ENGINEER. E AS SPECIFIED. FOR NOTES SEE STD DETAIL NO W-165 B. TEMPORARY BLOCKING,IF USED,SHALL BE APPROVED BY THE CITY ENGINEER. 1•{y G ��ua snc DEPARTL®J7 OF PUBLIC WORM STANDARD DETAIL ♦TY Ie1eoN aAc DEPART10Qi'f OF PUBLIC WORR3 STANDARD DETAIL lTY O aax 1KPARTMEAT OF PUBMC•OB= STANDARD DETAIL emra. STANDARD DETAILS ° as ema. STANDARD PLANS NUMBER ° emnoN STANDARD DETAILS NUMBER NUMBER m7as cen trtt N 7� r TYPICAL TRENCH DETAIL W-270 '827xO'tC THRUST BLOCK NT-160 ?tF®o; v THRUST BLOCK TRENCH SECTION THRUST BLOCK THRUST BLOCK NTS L NTS NTS 3 3 0 N N (.7 3 0 N W Z H n CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL 0 N THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. BY: m Development Services Manager m EC DATE: THIS APPROVAL VALID FOR 18 MONTHS w 3 Q No. Date B Revision Description Designed By. Issue Date `Sto L��`yF v�;;EL TAB 07i25/2024 WET RABBIT EXPRESS CAR WASH Drawn-TACBy: PWD3732 `= Ln ° 7530 204TH ST NE WATER DETAILS C-7.0 I W51. 70 jL Checked By, Project No. A NAL � 6814G-woodAeN T(206)522-9610 ARLINGTON, WA 98223 Seattle,WA 98103 Nww.PncLnrvO.can 1ii SMM 10700009 zoza.ozz5lz:otaa-oroo' A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. VALVE BOX UD SEE NOTE 3 SEE NOTE 4 2'SQUARE x 2"HIGH E OPERATING NO Y 1/3 TOTAL 6 3 TRP HOLE LENGTH - VALVE OPERATING NUT EXTENSION SEE NOTES S 1 AND 0 7 VALVE BOX _ SEE NOTE 3 1 W 4 SEE NOTE 10 �I � m 11 3/8"SET SCREW 12 0l i 4"DIA x 1/4' a y VALVE BOX EXTENSION MIN THICKNESS STEEL 4 22—]' 10' 1" SOLID STEEL STOCK 3 VALVE BOX CUSHION 1 3/8'SET SCREW 9 SQUARE SOCKET 2-1/4"INSIDE NOTES AND MATERIALS: 2-1/4'DEPTH (1/8"MIN WALL THICKNESS) O1 2'CC SERVICE SADDLE W/DOUBLE STAINLESS STEEL STRAP. OZ 2'BALL VALVE CORPORATE STOP COMPRESSION WITH KEY FACING UP,MUELLER OR FORD ONLY. VALVE BOX AND EXTENSION VALVE OPERATING NUT EXTENSION O 2"HDPE CTS CUSS 200 HIGH SERVICE PIPE(200 PSI RATING)WITH STAINLESS STEEL STIFFENER AND 10 GAUGE COATED COPPER TRACER WIRE WRAPPED AROUND T E PIPE AND ATTACHED ON BOTH ENDS. O4 2'COMPRESSION ANGLE METER BALL VALVE(LOCKABLE). NOTES' CITY CITY WILL INSTALL ADAPTERS METER(SIZE AS SHOWN INPATNBO H ENDS OF METER IFY YTHE METER 5 NOT52'.CITY UTILITIES AT OWNER'S EXPENSE. 1. VALVE OPERATING NUT EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN THREE(3)FEET © METER BOX SHALL BE MIDSTATES PLASTICS(1730-18)W/SOLID DI LID WITH 1 3/4"HOLE FOR TOUCH BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE(1)FOOT LONG.ONLY ONE READ PAD(TRP). EXTENSION WILL BE ALLOWED PER VALVE. O7 2'ANGLE METER CHECK COUPLING(LOCKABLE). 2. ALL VALVE OPERATING NUT EXTENSIONS ARE TO BE MADE OF STEEL,SIZED AS NOTED,AND PAINTED WITH TWO(2)COATS OF METAL PAINT. OE COMPRESSION x FIPT ADAPTER WITH PLASTIC PLUG. 3. VALVE BOXES SHALL BE CAST IRON,TWO PIECE UNITS,DESIGNED WITH DEEP SKIRT(2' LIDS W/LUGS, O EXTEND SERVICE PIPE 10'BEYOND PROPERTY LINE AND AN ADDITIONAL 5'BEYOND EASEMENT LINE EQUAL TO"RICH NO.940'AS MANUFACTURED BY RICH OR SATHER. 10 METER LENGTH BLANK STUB FORA 2"METER,W=17-1/4'. 4. 4'THICK CONCRETE PAD AROUND VALVE BOXES OUTSIDE OF PAVED AREAS. 2'x2' SQUARE AROUND SINGLE VALVE BOXES AND 4'x4'AROUND MULTIPLE VALVE BOXES. 11 2"METER SETTER,FORD OR MUELLER. 1P BYPASSES MUST BE HIGH BYPASS OR SIDE—BY SIDE WITH THE METER. E qy .rrmeJw enc DEPARTILW OF PUBLIC AORXS 114411511, e'm�eJw enc DEPARTMENT OF PUBLIC WORKS t G STANDARD DETAIL STANDARD DETAIL emra. STANDARD DETAILS rn emem STANDARD DETAILS I NUMBER NUMBER VALVE BOX AND W-190 2" AND SMALLER OPERATING NUT EXTENSION NON-RESIDENTIAL WATER SERVICE W-050 ui VALVE BOX AND OPERATING NUT EXTENSION D 2" COMMERCIAL WATER SERVICE NTS NTS 3 v 3 O C` N !r lr 3 3 0 N W Z H N CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL 0 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE M CONDITIONS ON THE TITLE SHEET. BY: m Development Services Manager m DATE: THIS APPROVAL VALID FOR 18 MONTHS 3 No. Date By Revision Description Deeowd By, leave Date �StoL;�`yF '''';Ate , TAC 07/25/2024 �rsy °' �� WET RABBIT EXPRESS CAR WASH Drawn By. PWD3732 — TAC - � 7530 204TH ST NE WATER DETAILS C-7.1 3 wed By Project No: NAL 6814 Greenwood Ave N T(206)822-9510 ARLINGTON, WA 98223 Seattle,WA 98103 —11.PA,L,rvo G SMM 10700009 2024.07.2512:01:44-07'00' A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. 5-1/4'MVO HYDRANT McGARD STD. DUTY LOCK z INSTALLED PLUMB.SEE 3 NOTE 1 REQUIRED IN RURAL OR ISOLATED LOCATIONS IF REQUIRED BY CRY 2 �� a ENGINEER SEE NOTE 4 4-1/2"PUMPER PORT,SEE NOTE 3 z f 3 5 BREAKAWAY BOLTS VALVE BOX PER 3'MIN 3"MIN z _ AND BREAKAWAY 3' STD PLAN W-190 ? OPERATING ROD SEE NOTE 9 COUPLING 2" 3 .r.,us'•:7.: .w>.a.:.' Imo-- 18" 18" FLOW z FLOW m � CONCRETE PAD � CONCRETE PAD FLANGED TEE OR (SEE NOTE 1) .T SEE NOTE 6 LENGTH VARIES(24'MIN) TAPPING TEE(FL) MEGALUG RETAINER •'° GLANDS EBM#106 )• •"A 18" PLAN D \ ELEVATION 4 — / 2' •.. MATERIAL LIST: WASHINGTON STATE APPROVED DOUBLE CHECK VALVE ASSEMBLY INCLUDING TWO BRASS BALL VALVES AND SHACKLE RODS ;;, =%: F": :F,:%•:�' .•'. ..•.:.d, 4•:r FOUR RESILIENT SEATED TEST COCKS. MIN. SEE NOTE 8 O IN NON—TRAFFIC AREAS USE: UNDISTURBED i6"xi 6'x4" .�a, is' NTH CONC BLOCK 6'RESILIENT SEAT GATE < !''%' ,,•4• FOR 3/4"TO 1'ASSEMBLIES,USE A MID STATE MSBCF 1324-12. 6'CEMENT LINED DIP 4' VALVE ROVE),QUALLER,MH ,a FOR 1-1 4"TO 2"ASSEMBLIES,USE A MID STATE MSBCF 1730-18. WAS ED W/MJ RESTRAINED JOINT OR APPROVED EQUAL EXPANSION JOINT `4 • / WASHED ROCK SEE NOTE 7 MATERIAL IN TRAFFIC AREAS: 1-1/2'MINUS (SEE NOTE 2) A TRAFFIC LOADED BOX MUST BE USED AND LOCATION APPROVED BY THE CITY OF ARUNGTON PRIOR TO NOTES: INSTALLATION. 1. HYDRANTS AND ALL MATERIALS SHALL CONFORM TO AWWA STANDARDS AND SHALL BE OF STANDARD O PROVIDE TWO UNIONS. MANUFACTURE(M&H 929 RELIANT OR MUELLER SUPER CENTURION 250 ONLY). ELEVATION PLAN O IF A DAYLIGHT DRAIN CANNOT BE PROVIDED THERE MUST BE A 6-MIN LAYER OF FREE DRAINING GRAVEL 2. THE CENTER OF THE HYDRANT SHALL BE 3'FROM FACE OF CURB.IF THERE IS NO CURB,THE CENTER OF AT THE BOTTOM OF BOX. HYDRANT SHALL BE 3'FROM RIGHT—OF—WAY AND A MINIMUM OF 5'FROM TRAVELED LANE. 0 ANGLES MAY BE IN OR OUT OF BOX SO LONG AS SUFFICIENT ROOM IS ALLOWED AT EACH END FOR 3. ONE 5"TO 4-1/2"PUMPER PORT W/N.S.T.AND STORZ ADAPTER ASSEMBLY. PUMPER PORT TO BE FACING VALVE OPERATION AND DCVA REPAIR OR MAINTENANCE. STREET OR ROADWAY FOR THE FIRE ENGINE ACCESS. 4. TWO 2-1/2"HOSE PORTS W/N.S.T.AND 1-1/4"OPERATING NUTS. ►'OM: 5. PROVIDE GUARD POSTS FOR VEHICULAR TRAFFIC PROTECTION IF REQUIRED BY CITY ENGINEER PER STD. 1. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS. DETAIL W-030. 2. INSTALL ONLY IN HORIZONTAL CONFIGURATION,UNLESS APPROVED OTHERWISE BY CITY ENGINEER. 6. INSTALL 3'x3'x4'CONCRETE PAD(3000 PSI)AROUND HYDRANT IN UNPAVED AREAS INCLUDING PLANTER 3. INSTALL TEST COCKS FACE UP OR TO ONE SIDE. STRIPS. COMPLETELY SURROUND HYDRANT W/FULL DEPTH OF CONCRETE PAD WITH 1/4"JOINT MATERIAL 4. INSTALL BRASS PLUGS IN ALL TEST COCKS. BEFORE PLACING CONCRETE. 5. FOR 3/4"TO 1'ASSEMBLES,USE A MIDSTATES 1324-12. 7. HYDRANT RUN TO BE 6"CEMENT LINED DUCTILE IRON PIPE CLASS 52 WITH RESTRAINED JOINTS(MEGALUG 6. FOR 1-1/4'TO 2'ASSEMBLIES,USE A MID STATE MSBCF 1730-18. OR APPROVED EQUAL). HYDRANT RUN LONGER THAN 50 FEET SHALL BE 8-DIA OR LARGER. 7. ASSEMBLY REQUIRES CERTIFICATION UPON INSTALLATION AND RECERTIFICATION ANNUALLY. 8. 3i"GALV.SHACKLE RODS WITH THE EYE BOLTS AT BOTH ENDS REQUIRED FROM VALVE TO HYDRANT. NOTES: 8. ALL MINIMUM CLEARANCES MUST BE MET.SEE STANDARD DETAIL NO.W-100. 9. ASSEMBLY MAY BE INSTALLED INSIDE BUILDING IF MINIMUM CLEARANCES ARE MET AND APPROVED BY CITY 9. FIRE HYDRANT$SHALL BE PAINTED WITH TWO COATS OF HIGH GLOSS EQUIPMENT YELLOW'RUST—OLEUM" 1. CONCRETE SHALL BE CLASS 3000 PSI MIN. ENGINEER. TYPE PAINT. 10.ALL BRANCH CONNE 10.INSTALL 24"x24"x4'CONCRETE PAD(3000 P51)AROUND VALVE BOX AND 48"x48'x4'FOR MULTIPLE VALVE CTIONS SHALL BE LOCATED DOWN STREAM OF THE ASSEMBLY.ANY BRANCH 2. INSTALL 1/4"EXPANSION JOINT MATERIAL WITH FULL DEPTH OF CONCRETE PAD AROUND HYDRANT. CONNECTION ON THE SUPPLY SIDE OF THE ASSEMBLY MUST BE PROTECTED BY A SEPARATE APPROVED E BOXES IN UNPAVED AREA BACKFLOW PREVENTION DEVICE. DBPI619LLW7 OF PUBLIC iTOR64 y e1e•9R e11c DEPARTMENT OF PUBLIC AORKS qy u�omn exc DEPAR7ATBNT'OF PUBLIC WORKS 1 _ STANDARD DETAIL 1.'t STANDARD DETAIL l STANDARD DETAIL ann4 STANDARD DETAILS NUMBER •�* em m STANDARD DETAILS NUMBER PEE mrSTANDARD DETAILS NUMBE No v+ ct nRE HYDRANT ASSEMBLY W-010 v4®o4 FIRE HYDRANT CONCRETE PAD W-020 v+�; DOUBLE CHECK VALVE ASSEMBLY W-090 N try4p'L <)xo4 tlx0't (DCVA) FOR 2" AND SMALLER ui FIRE HYDRANT ASSEMBLY 2 HYDRANT CONCRETE PAD 3 DCVA (IRRIGATION) NTS NITS NTS 3 v 3 O C` N !r 3 0 N W Z H N CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL 0 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE M CONDITIONS ON THE TITLE SHEET. BY: m Development Services Manager CO DATE: THIS APPROVAL VALID FOR 18 MONTHS 3 NO. Date By Revision Description Deeigxd By, Issue Da+e `StoLE f`y� vC'ABE TAC 07/25/2024 �rsy WET RABBIT EXPRESS CAR WASH Drawn By. PWD3732 `^- TAC - �� F. no 7530 204TH ST NE WATER DETAILS C-7.2 A� J1 2�W �♦ft�`O t� 3 Checked By Project No: A'AL °x '� 6814 Greenwood Ave N T(206)522-9510 ARLINGTON, WA 98223 Seattle,WA 98103 w .N,L,ry .0 G SMM 10700009 2024.07.2512:0t45-07'00' A PORT/ON OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. PAVEMENT NOTES 6 X 6-W2.0 X W2.0 W.W.F 1. PAVEMENT DESIGN IS BASED ON REPORT PREPARED BY ZIPPERGEO,DATED MARCH 28, OR FIBER REINFORCEMENT PER 6"PORTLAND CEMENT CONCRETE 6°PORTLAND CEMENT CONCRETE 2024 GEOTECH RECOMMENDATIONS (4000 PSI COMPRESSIVE STRENGTH PER p4 REBAR 0 15"O.C.BOTH DIRECTIONS (4000 PSI COMPRESSIVE STRENGTH PER 2. MATERIAL THICKNESS IS COMPACTED DEPTH.APPLIES TO ALL SECTIONS. WSDOT STD SPEC 9-03.1) WSDOT STD SPEC 9-03.1) 3. SUITABLE ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED 3.5"ASPHALT: 1/2-INCH AGGREGATE MIX FOR SUBBASE PROVIDED SOILS MEET REQUIREMENTS IN THE PROJECT GEOTECHNICAL PER 2012 WSDOT 9-03.8(6),PG58-22 OR REPORT. PG 64-22 BINDER PER WSDOT 9-02.1(4) 4. FOR PREPARATION OF PAVEMENT SUBGRADE,AREAS IDENTIFIED AS LOOSE FILL SOIL SHALL BE IMPROVED BY REMOVING AND REPLACING WITH STRUCTURAL FILL OR 4"CRUSHED ROCK BASE COURSE _ 4"CRUSHED ROCK BASE COURSE SCARIFYING AND RECOMPACTING THE ON-SITE SOIL TO STRUCTURAL FILL (WSDOT STD SPEC 9-03.9(3)) (WSDOT STD SPEC 9-03.9(3)) REQUIREMENTS.IMPROVEMENT SHOULD OCCUR TO A DEPTH OF AT LEAST 12 INCHES OR THE MINIMUM DEPTH SPECIFIED IN THE GEOTECHNICAL REPORT AND BEFORE 6"CRUSHED AGGREGATE BASE COURSE PER STRUCTURAL FILL IS PLACED. WSDOT 9-03.9(3) C 5. THE TOP 12 INCHES OF SOIL SUBGRADE BELOW PAVED AREAS SHALL BE COMPACTED 12"COMPACTED SUITABLE MATERIAL OR 12"COMPACTED SUITABLE MATERIAL OR TO AT LEAST 95%OF THE MATERIAL'S MAXIMUM DRY DENSITY PER ASTM D 1557. STRUCTURAL FILL UNSUITABLE NATIVE MATERIAL STRUCTURAL FILL UNSUITABLE NATIVE MATERIAL 6. PRIOR TO PLACEMENT OF FILL OR PAVEMENT IMPROVEMENTS,THE EXPOSED SUBGRADE SHALL BE OVEREXCAVATED AND REPLACED. SHALL BE OVEREXCAVATED AND REPLACED. SHOULD BE EVALUATED BY PROOFROWNG WITH A FULLY LOADED DUMP TRUCK OR SUBGRADE SHALL BE PREPARED IN ACCORDANCE SUBGRADE SHALL BE PREPARED IN ACCORDANCE SIMILARLY HEAVY,RUBBER-TIRE CONSTRUCTION EQUIPMENT TO IDENTIFY SOFT,LOOSE, 12"COMPACTED SUITABLE MATERIAL OR NTH THE PROJECT SPECIFICATIONS TO ACHIEVE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE OR UNSUITABLE AREAS. STRUCTURAL FILL.UNSUITABLE NATIVE 95%OF MAXIMUM DRY DENSITY(ASTM D1557) 95%OF MAXIMUM DRY DENSITY(ASTM D1557) 7. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF MATERIAL SHALL BE OVEREXCAVATED SECTION 9-03.9(3)-AGGREGATES FOR BALLAST AND CRUSHED SURFACING,WITH THE AND REPLACED.SUBGRADE SHALL BE EXCEPTION THAT THE AGGREGATE SHOULD HAVE LESS THAN 5%BY DRY WEIGHT PREPARED IN ACCORDANCE WITH THE NOTES: NOTES: PASSING THE U.S.STANDARD NO.200 SIEVE AND HAVE AT LEAST TWO MECHANICALLY PROJECT SPECIFICATIONS TO ACHIEVE 1. CONCRETE SHALL BE AIR ENTRAINED,WITH A MINIMUM MODULUS OF RUPTURE(Mr)OF 600 PSI,A 4000 PSI 1. CONCRETE SHALL BE AIR ENTRAINED,WITH A MINIMUM MODULUS OF RUPTURE(Mr)OF 600 PSI,A 4000 PSI FRACTURED FACES.THE AGGREGATE BASE SHOULD BE COMPACTED TO AT LEAST 95% 95%OF MAXIMUM DRY DENSITY(ASTM 28 DAY STRENGTH,AND A 10-FOOT MAXIMUM JOINT SPACING 28 DAY STRENGTH,AND A 10-FOOT MAXIMUM JOINT SPACING OF THE MAX.OF THE THEORETICAL MAXIMUM DRY DENSITY(ASTM D 1557)FOR PG D1557) 2. CONTROL JOINTS TO BE SPACED AT 10-FEET(TYP) 2. CONTROL JOINTS TO BE SPACED AT 10-FEET(TYP) 58-22 OR PG 64-22.. 8. PERFORMANCE GRADED ASPHALT BINDER SHALL BE IN ACCORDANCE WITH WSDOT SECTION 9-02.1(4). 9. ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN ACCORDANCE NTH SECTION 5-04 HMA PAVEMENT 2 CONCRETE PAVEMENT 3 CONCRETE PAVEMENT AT TRASH ENCLOSURE AND 9-03.8 CLASS)r,OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD,BRIDGE, NTS NTS NTS AND MUNICIPAL CONSTRUCTION AND COMPACTED TO A MINIMUM OF 92%AND MAXIMUM OF 96%THEORETICAL MAXIMUM DENSITY. (D 10. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH AIR-ENTRAINED CONCRETE FOR PAVEMENT SECTIONS 5-05 OF THE WSDOT STANDARD SPEGFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.THE MIXTURE SHALL BE PORTLAND CEMENT CONIC(3,0D0 PSI 6• DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS COMPRESSIVE STRENGTH PER WSDOT WITH A 4 INCH MAXIMUM SLUMP AND 3 TO 6%ENTRAINED AIR. AGGREGATE SHALL _ STANDARD SECTION 5-05)` 1"R 5" 1/2"R CONFORM TO WSDOT STD.SPEC.9-03.1(5)B,GRADING,FOR MAXIMUM NOMINAL SIZE OF ELASTOMERIC SELF-LEVELING SEALANT AT 1 IN. 12"NOSE PAVEMENT CURB TRANSITION 11. CONTRACTOR SHALL PROVIDE A TACK COAT TO FACE OF CURB WHERE CURB CONTACTS FULL-HDGHT CURB DOWN CURB PAVEMENT / c 6'-0" ASPHALT. 12. IN AREAS WHERE EXISTING PAVEMENT IS TO BE REPLACED WITH NEW PAVEMENT,THE EXISTING PAVEMENT,BASE COURSE AND SUBGRADE SHALL BE REMOVED TO THE DEPTH CONCRETE PAVING SUFFICIENT TO CONSTRUCT THE NEW SECTION. AN OVERLAY OF THE EXISTING c a PAVEMENT SECTION IS NOT AN ACCEPTABLE ALTERNATIVE. 13. SEAL ALL JOINTS WITH CATIONIC EMULSIFIED ASPHALT PER WSDOT STANDARD BASE COURSE NTH PRIME COAT SPECIFICATIONS 5-04 AND 9-02. !PAVEMENT "CURB LANDSCAPE COMPACTED SUB-GRADE .o NOSE DOWN CURB 8.25" EXPANSION JOINT IF ADJACENT 6• \�/ I� Op10{ TO BUILDING. \ G MEDIUM BROOM FINISH(TYPICAL) EDGE OF �\ SID 1f1 PAVEMENT pTG� P�MD�RMOOTH TROWELED NOTES 1. EXPANSION JOINT: PLACE AT ENDS OF ALL RADII,5'ON EACH SIDE OF DRAINAGE STRUCTURES,AND AT 11 1JX 7?, 45'MAX.INTERVALS IN CURB.PROVIDE/6 x 18"LONG SMOOTH STEEL DOWEL BARS NTH 1"0 GREASE CAP T� CONCRETE BARRIER CURB OR THROUGH EXPANSION JOINTS.(r THICK BITUMINOUS FILLER MATERIAL). 2'-0° CURB AND GUTTER 2. CONTRACTION JOINT: PROVIDE 2"DEEP x Y"WIDE CONTRACTION JOINTS AT 15'INTERVALS. 3. PROVIDE 2#6 x 2'-6"LONG TIE BARS TO CONNECT EXISTING AND NEW CURB. TYR Mp1� FLUSH 4. REMOVE FORMS AS EARLY AS POSSIBLE.BRUSH TOP AND FACE OF CURBS TO REMOVE ALL SIp EXPANSILK ON TM OI996j BOTH CURB AND PAVEMENT EDGE OF IMPERFECTIONS.TYPICAL OF ALL FORM WORK. 5. ALL RADII SHALL BE TRUE ARCS. 6. LIGHT BROOM FINISH ON ALL EXTERIOR CONCRETE. •� FULL DEPTH EXPANSION JOINT BETWEEN SIDEWALK AND CURB/CURB AND GUTTER.(ASTM D CONCRETE NOSE DOWN CURB CONCRETE TRAFFIC CURB •�, � TUTS J TUTS 1/4"'V"GROOVE.CONTRACTION 6° 6" JOINT IN SIDEWALK ONLY. TYP. TYP. E EXPANSION JOINT IN BOTH CURB AND 1/8"TO 1/4"GAP SIDEWALK(ASTM D994) 1/2 R CONCRETE PAVEMENT 3 8"GAP 3/4"SMOOTH DOWELS(24"LONG)SPACED 4"PORTLAND CEMENT CONCRETE 1'-0. PER DETAIL 2/C-8.0 1/2,R AT 30"O.C.WITH EXPANSION CAP (4D00 PSI COMPRESSIVE N JOINT AND FINISH DETAIL 6" STRENGTH) TYP. 0 v NOTES: N d d. � a 1. WORDS AND ARROWS SHALL BE APPLIED IN ACCORDANCE WITH SECTION 3B.20 OF ELASTOMERIC SELF-LEVELING d 4"CRUSHED THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 4"PORTLAND CEMENT CONCRETE CONTRACTION JOINT DETAIL SEALANT AT PAVEMENT/CURB - AGGREGATE BASE (4000 PSI COMPRESSIVE STRENGTH) TRANSITION c �� COURSE 2. THESE WORDS ARE TO BE PAINTED"RETROREFLECTIVE WHITE WITH GLASS BEADS", PER SPECIFICATIONS,WHEN AT EXITS FROM PARKING LOT TO PUBLIC STREETS. N JOINT FILLER 3/8"GGAP 1/2"R /�/ FILL OACTED NPSUT ABLE SUIT NATIVE MALE TERIAL SHALL ENRAL 4"CRUSHED AGGREGATE BASE COURSE CAST IN PLACE '((� OVEREXCAVATED AND REPLACED.SUBGRADE SHALL Q DIRECTIONAL PAVEMENT MARKINGS BE PREPARED IN ACCORDANCE WITH THE v PETROLEUM RESISTANT TUTS / rn GEOTECHNICAL ENGINEERS'RECOMMENDATIONS TO c� 6"COMPACTED SUITABLE MATERIAL OR SEALANT-PTI 3 ACHIEVE 95%OF MAXIMUM DRY DENSITY(ASTM MATERIAL SHALL BE OVEREXCAVATED AND o STRUCTURAL FILL.UNSUITABLE NATIVE SEALANT 3/4"DEEP NOTE: SEE ARCH.PLANS FOR SIDEWALK D1557) �+ w REPLACED.SUBGRADE SHALL BE (MIN') ADJACENT TO BUILDING Z PREPARED IN ACCORDANCE NTH THE GEOTECHNICAL ENGINEERS' EXPANSION JOINT DETAIL SECTION WHEN ADJACENT TO CONCRETE PAVEMENT CITY OF ARLINGTON RECOMMENDATIONS TO ACHIEVE 95%OF o CONSTRUCTION DRAWING REVIEW APPROVAL MAXIMUM DRY DENSITY(ASTM D1557) THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. CONCRETE SIDEWALK FLUSH CURB - THICKENED EDGE CONCRETE SIDEWALK BY: m TUTS TUTS Development Services Manager DATE: THIS APPROVAL VALID FOR 18 MONTHS w 3 .5 No. Date By Revision Description Designed By. Issue Date `Sto��N`yF vY�p; q TAC 07/25/2024 �rsy �� WET RABBIT EXPRESS CAR WASH Drawn By: PW°3732 `= Ln ° 7530 204TH ST NE SITE DETAILS C-8.0 TACI W51.� jf Checked By, Project No; A NAL � 6814 G-wood Aw N T(206)522-9510 S ARLINGTON, WA 98223 Seattle,WA 98103 -.P.Ln .can SMM 10700009 2024.07.2512:01:46-07'00' A PORT/ON OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. 12" 12" 2'-6- 1/2"R EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY FACE OF c d: ° PORTLAND CEMENT CONC(3,000 PSI CURB/SIDEWALK . °.d ° d .d COMPRESSIVE STRENGTH PER WSDOT . d ° STANDARD SECTION 5-05) ¢a STOP SIGN(TYP.) ° • SEE BELOW 19(e DIA.HOLE d d ° STOP LINE 12° TYPICAL) Q 4"CRUSHED ROCK BASE COURSE 30„ 13 BAR(TYP) (WSDOT STD SPEC 9-03.9(3)) g8 REBAR X 3'-0"LONG(3 PER CURB 12°COMPACTED SUITABLE MATERIAL OR SECTION)FILL TOP WITH MASTIC OR CONCRETE STRUCTURAL FILL.UNSUITABLE NATIVE MATERIAL M AFTER SETTING SHALL BE OVEREXCAVATED AND REPLACED. 6'-0° SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 10 95%OF MAXIMUM DRY DENSITY(ASTM D1557) 7° 2'-5" 2'-5" 7" NOTES WHITE LEGEND RED BACKGROUND 1. EXPANSION JOINT: PLACE AT ENDS OF ALL RADII,5'ON EACH SIDE OF DRAINAGE STRUCTURES,AND AT R1-I 45'MAX.INTERVALS IN CURB.PROVIDE/6 x 18"LONG SMOOTH STEEL DOWEL BARS WITH 1"0 GREASE CAP NOTE: n THROUGH EXPANSION JOINTS.(r THICK BITUMINOUS FILLER MATERIAL). 2. CONTRACTION JOINT: PROVIDE 2"DEEP x XWIDE CONTRACTION JOINTS AT 15'INTERVALS. 1. WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS 3B.16 AND 3. PROVIDE 2#6 x 2'-6°LONG TIE BARS TO CONNECT EXISTING AND NEW CURB. 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND 4. REMOVE FORMS AS EARLY AS POSSIBLE.BRUSH TOP AND FACE OF CURBS TO REMOVE ALL HIGHWAYS. IMPERFECTIONS.TYPICAL OF ALL FORM WORK. 5. ALL RADII SHALL BE TRUE ARCS. 2. THESE WORDS AND BAR ARE TO BE PAINTED RETROREFLECTIVE WHITE. 6. LIGHT BROOM FINISH ON ALL EXTERIOR CONCRETE. 1'-0" 2'-0" 1'-0" 1'-0" L CONCRETE ROLLED CURB STOP BAR AND STOP SIGN �� PRECAST CONCRETE WHEEL STOP NTS L NTS `� NTS 2"X 4°STRINGERS TOP, 4"X 4"POSTS 6'-0"TO 8'-0" CENTER,&BOTTOM O.C. NOTES: 1. SEE SITE PLAN FOR TOTAL LAYOUT 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY 12" 3. ADA SYMBOL AND LAYOUT SHALL CONFORM TO THE FEDERAL AND LOCAL STANDARDS FOR ACCESSIBLE PARKING PLACES. I°X 6"X 6'-0"FENCING 4. VAN LETTERING TO BE 12" HIGH MINIMUM BOTH SIDES,STAGGER JOINTS 5. ALL ACCESSIBLE SPACES AND AISLES ARE TO BE SLOPED AT NO GREATER THAN 2%IN ANY DIRECTION. 6'-0"TO 8'-0" 1/2"45'MITER(TYP) THICKENED EDGE ASPHALT CONC. THIS SIGN TYPICAL AT �R7-8 a PAVEMENT. DEPTH PER ALL ACCESSIBLE PARKING 4°X 4'POSTS a I'X 6°X 6-0 SPACES. i PLAN. SPACES. FACE TOWARDS FENCING 6" THIS SIGN TYPICAL AT (VPICAL) THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE ALL ACCESSIBLE PARKING R7-8 PARKING SPACES R7-8B ASPHALT WEDGE CURB c SPACES r® "U"-CHANNEL I I C POST(2-LBS./FT.) 2"x 4" I I I U NTS o THIS SIGN TYPICAL AT ALL 1 11 I I I STRINGERS III svnc�scEssIBLE PARKING 12" X 6" 4" PIPE BOLLARD PAINTED o o j' TRAFFIC YELLOW, FILLED I Y 2.5'R PENALTY SIGN WITH WORDING 12" X 9" W/CONCRETE. I o I AS REQUIRED BY STATE OR w PER LOCAL CODE (USE WA STATE I I I 75 SPECIFIC SIGNS) �� M ACCESSIBLE PARKING SIGN I o N.T.S. 3500 P.S.I. 6.5' P.C. CONCRETE I. 1' `i i WOOD FENCE NOTES FOUNDATION . ?a 1. ALL POST AND STRINGERS SHALL BE o �+ 2500 PSI P.C. OSMOSIS TREATED OR PENTA TREATED PINE, 3 I M CONCRETE MINIMUM LOCATE AT EDGE OF PARKING SPACE UNLESS f 3°(TYP) TO BE APPROVED BY ENGINEER. ACCOMPANIED BY"VAN"LETTERING (TYP) 2. ALL FENCE SIDING SHALL BE UNTREATED w - 12" 4'-0° CEDAR. z 3" GATE OR 12° 3. ALL METAL FASTENERS SUCH AS BOLTS, 1-6" CORNER POST NAILS,HINGED,HASPS,ETC.SHALL BE HOT rn DIPPED GALVANIZED. CITY OF ARLINGTON 4. FENCE DIRECTION AS NOTED ON PLANS OR CONSTRUCTION DRAWING REVIEW APPROVAL AS DIRECTED BY OWNER. o ADA ACCESSIBLE PARKING DETAILS 5 CEDAR FENCE CONDITIONS ON THE TITLE SHEET 5. SPRUCE STRINGERS AT POSTS ONLY. REVIEWED AND APPROVED PER THE M NTS NTS BY: m Development Services Manager m DATE: THIS APPROVAL VALID FOR 18 MONTHS w 3 .5 No. Date By Revision Description Designed By. Issue Date: `Sto L�N` TAC 07/25/2024 �rsy �� WET RABBIT EXPRESS CAR WASH Drawn By: PW°3732 `= ° 7530 204TH ST NE SITE DETAILS C-8.1 I W51"� jL CheckadBy, Project No. A VIAL � 6814 G—wood Aw N T(206)522-9510 S ARLINGTON, WA 98223 Seattle,WA 98103 —.PncLnrvo.can SMM 10700009 2024.07.2512:01:47-07'00' A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. 3'O.C.TYP. 12"TYR 2 � ► ► 1/2"RE7_2X 5.5" " 2. 1"R DETAIL r• W .r 4 BELOW i\ W 1"R6 D/W CUT Z4. W W W W a a �— a Ar 2 �W 1 o°o°o;°o°° � � NOTE: SEE NOTE 9°, 1 / 1.THESE BARS ARE TO BE PAINTED SOLID REFLECTIVE WHITE. ta" Z4- Y� 2.CENTER CROSSWALK ON DRIVE AISLE TO MINIMIZE TIRE WEAR ON STRIPES. TYPICAL SECTION R-30 CEMENT CONCRETE CROSSWALK PAVEMENT MARKINGS TYPE 1 SIDEWALK Z CURB �J NTS 12"' 12" NOTES: / 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 2 / 1/2"DP 2. DUMMY JOINTS SHALL BE PLACED 15 FEET ON CENTERS.DUMMY JOINTS SHALL BE 1/2'. 1-1/2". i/ 3. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS,INLETS AND AT POINTS OF TANGENCY ON STREETS.ALLEY AND DRIVEWAY RETURNS.MAXIMUM SPACING SHALL BE 30 Fr.PRE—MOLDED JOINT CURB SON MAIL FILLER SHALL BE 1/2"WIDE AND CONFORM TO AASHTO DESIGN M213. 4. ALL JOINTS SHALL BE CLEAN AND EDGED. 5. CONCRETE SHALL BE CEMENT CONCRETE,CLASS 3000. 5. STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS.WOOD FORMS MAY BE USED ON CURVED NOTE' SECTIONS. Ot WIDTH OF DRIVEWAY AT PROPERTY ONE. 7. FINISH SHALL BE LIGHT BROOM FINISH. O2 1/2"WIDE FULL DEPTH EXPANSION JOINT. B. THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND AND COVERED BY WATERPROOF PAPER OR PLASTIC MEMBRANE IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. O FULL DEPTH EXPANSION JOINT IF O IS 15'OR GREATER. CURING TIME SHALL BE A MINIMUM OF 72 HOURS. O DRIVEWAY i0 BE SURFACED WENT ASPHALT OR CONCRETE. 9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN OF 2'OF CRUSHED SURFACING TOP COURSE. OS DRIVEWAY CEMENT CONCRETE SHALL BE A MIN OF 6"THICK IN RESIDENTIAL AREAS,B"THICK IN 10.DUMMY JOINT 1/2"z 1 1/2'BETWEEN TYPE 1 CURB AND GUTTER AND THE SIDEWALK. COMMERCIAL AREAS,AND IS TO BE PLACED ON A MINIMUM OF 2"CRUSHED SURFACING TOP COURSE COMPACTED TO 95%MAXIMUM DENSITY. tty O 1normrt ax[ DEPARTMENT OF PUBLIC 1/0RIf5 STANDARD DETAIL 1qY O u+errmrt ox[ DEPAR73I NT OF PVBLC 1TORE5 STANDARD DETAIL A rtn m STANDARD DETAILS NUMBER rtA STANDARD DETAILS NUMBER CEMENT CONCRETE CURE AND R-180 ®; �rtDxC7 t CEMENT CONCRETE DRWEWAY APPROACH R-230 <L�x6go GUTTER TYPE 1 it1N6,�o TYPE 2 CONCRETE TRAFFIC CURB & GUTTER 2 CONCRETE DRIVEWAY ENTRANCE - TYPE 2 NTS NTS E r� I N O N 3 v d O N 3 3 0 N W Z H N CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL 0 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE M CONDITIONS ON THE TITLE SHEET. BY: m Development Services Manager m DATE: THIS APPROVAL VALID FOR 18 MONTHS 3 No. Date By Revision Description De owdBy, leeueDido `StoLENC v'Aet , TAC 07/25/2024 �rsy °' �� WET RABBIT EXPRESS CAR WASH Drawn By. PWD3732 ffik TAC - R 7530 204TH ST NE SITE DETAILS C-8.2 A p J1 2�W 3 Checked By Project No: AAL ax e 6814 Greenwood Ave N T(206)522-9510 ARLINGTON, WA 98223 Seattle,WA 98103 w .N,Larvo.con Gi SMM 10700009 zoza.ozz5lz:otaa-oroo• A PORT/ON OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP° 31 N°, RGE° 5 E°, W.M. (/A EuRa AMP vmoilHiANG TO NOTES Y P -sI MIONT-IT M1U CH A G NOTES E c T P CURB RAMP MA U MIN. 1, At marked crosswalks,the connection between the CUIb ramp entl the roetl- ~A~' Y Cuxe RAMP,LANDING,CUT- \ 1. Permanent Detectable Warning Surfaces(DWS) shall extend the full width of tuthe curb ramp, LANDING TO MATCH CURB RAMP THROUGH OR WALKWAY \ DETECTABLE WAR landing,or 01h¢r roadway entrence as applicable.Exception:If the Manufacturer of the DING WIDTH-BEE CONTMCT PLANS way must be centainetl within tits witlth Of the crosswalk mafkings. E SURFACE(1-1-KIN requires a Concre p (In)On each Ury - o / SEEN DWS to border around the DWS,a variance of u l0 2" h side GRADE BREAK cuae Rq 2. Where"GRADE BREAK"is called out,the entire length of the grade break \ Ep.SET SEE NDTE 3 of the DVJS is permitted. U`FAR SEE CONTRACT PWiS- GRADE aREaC behvean the two adjacent surface planes shall be flush. DEraL colsHEET 2. Pernanent Detectable Wamin Surfaces DW8 h II be d on a minimum 4"SEE CONTRACTPaENSR 4-PMIN. CENENTCONCRETEMP TRUNC g ( )58 pace (In) a-e MIry SIDE-C UR-SEE NOTE 5 3. Do not place Gretings,Junction Boxes,Access Covere,or other appurlen- D thick concrete pad.The DWS panel shall be placetl adjacent to the back of the Curb and ancesany pall of the CUrb Ramp or Landing,or in front of the Curb With no more than a 2"(in)gap between the DWS and the back of the Curb measured at PROVIDESMOOTITRANSITION Ramp On ;TR-..�SIACM. BACK OF CURB- Ramp where it cennec[s to the roadway. SEE NOTE 2 2-o"MIN.- the center of the DWS panel.Exception:If the Manufacturer of the selected DWS requires ONCRETE TO SIDEWALK WDTH 2'-O' TRUNCATED DOME Crete harder around the DWS,a variance of up W 2"(in)from the back of the ourb'Is SIDEWALKMSEI OF 5 ITYP) SEE CONY uws- MIrv. SEE daNTRACT 4. See Contract Plans for the curb design specified.See Standard Plan �p�ICATIONS a con * a'PB MIN. PLANS-4' F-10.12 for Curb,Curb and Gutter,Depressed Curb and Gutter,and SECTION perndtetl(measured at the leading cernere of the DWS panel). Pedestrian Curb details. PresseRyp.) ire EXPANSION BTo CURB RRAMMP Ern H E NOTE 3 The rows of truncated a goad shall k taligned b to be parallel to the direction of travel, JOINT PLAIN 1. p SEE STANDARD SPECIFICATIONS and perpendicular t0 the gratle break el the back Of cut. LB'EXPANSION CURB RAMP F- .10 (TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Debits.See FOR COLOR OF SURFACE STANDARD FFrP)3a n Contract Plans for width and placement of sidewalk. 4. If curb and gutter are not present,such as a sharad-use path Connection,the Delectable u GRADE TRUNCATED DOME DETAILS MATCH TO WIDTH OF CURB RPMP BREAK TRANSITION TO SIDEWALK CURBFFER,IF 8. The Bltl Rem"Cement d Gut.,Curb Ramp Type_"dues n011RGUtle the CURB AND GUTTER LANDING,CUT-THROUGH OR Warning Surface shall be placed at the pavement edge. GRADE BREAK PRESENT OR To BACK OF cuae(TYP)- adjacent Curb,Curb and Gutter,Depressed Curb and Gutter,Pedeshian w ewLKwAY Sea Standard ... or Sidewalk an Cu e r s SEE CONTRACT PUrvs Curb,or Sidewalks. ..... ........ o rd PI f ramp d 5 S Sb d "d Ik d Curb b'I E�:�7=:E "' � �c DETECTABLE WARNING SURFACE DETAIL cuxa,OR c\ I.. * Cs M 8. If a bulb ramp is required,the location of the Detectable Warning Surface must be at 7. The Curb Ramp length is not required to exceed he Taal(unless shown OFFSET the bottom of the ram d Within there red distance from the rail crossin PEDESTRUNNC CURB LANDING pan required g. CURB,OR CURB otherwise in the Dontrec[Plans).Wh¢n applying the 15-foot maz.length, WALKWAY CURB RAMP SEE NOTE T GUTFER-URB AND GUTTER- SEE rvoTE a the running slope of the Curb Ramp is allowed to exceetl 8.3%.Use a UNOING 7.When the grace break between the Curb ramp and the landing is less than or equal to SEE rvoTs a DETECTABLE WARNING SURFACE- SEE NOTE 4 B single constant slope from bottom of ramp to top of ramp to match iM0 5 ft from the back of curb at all points,place the Detectable Warning Surface on the FACE OF CURB SEE STANDARD PLAN F-15.10 DETECTABLE WARNING SURFACE- the landing over B hodzonbl distance Of 15 feet.Do not include the WAL bOttpm Of Ne curb ramp directly above the gretle break. FACE OF CURB - SEE aTAxDARU PLAN Fd5.10 abutting landing in the 15-fODf max.measurement. KVJAY WALKWAY WALKWAY THROUGH 8. Glued or stick down Detectable Warning Surfaces are allowed only for temporary MEASURED PAPALEL P¢ DEPRESSED CURB AND GUTTER- Pd DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings Shall receive a broom finish.Sea Standard j R Work zone applications. TO CURB ITYP) CROSSWALK E N 4 CROSSWALK SpBDIRCatIODe B-14. DETECTABLE WARNING I a 7:�j SURFACE(DWS)- -CURB RAMP L ` 9. Pedestrian Curb may be omitted If the ground surface al the back Of the BEE NOTE 3 w)DTH - OF CUT HLROUGH Curb Ramp and/or Landing will be of the same elevation as the Curb _- L BACK OF CURB T! (TYP.) Eo NTTT s)-SEE STANDARD PUN-3o.to RemP or Landing and there will not be material to retain. w z.° _ SINGLE DIRECTION CURB RAMP FLARE :. FLARE IN PLAN VIEW CONTRACTION OINT EQUALLY SPACED a r MIrv.OC.PROVIDE PLAN VIEW } LANDING B 6EFT BETWEEN CCUo Bcu D � I > TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND + 5 (SCE NDTE 5) Rs) CURB; gEIECTABLEyIPRNING / ETECTaeIF wARrvMG / N.LEGEND DETECTABLE WARNING SURFACE- (SHOWN WITH BUFFER) WNEELCHa DIRECTION SEE NGTE2 URFACE I-)- D SURFACE(TYPJ- _ OIRECTrox OFTRJWEL SEE STANDARD PLAN F-0 SLOPE IN EITHER DIRECTION CURB RAMP DING I OF TRAVEL R O SEE NOTE 3 BEE NOTE 3 --- A'Or IN, 0"MAY.(TYPJ GRADE BREAK ,A, IDES OR RECOMMEND FOR �u LAIi VMDTH OF CURB RAMP RK(2%MAX.)ED W KWAY B- \ '1 SEEKOOFE UqB- ' SEE CONTRACT PLAli3 15 SEE NOTE7 COUNTER SLOPE- E%OR FLATTEOR RECOMMENDED FOR / `SEE NOTEsu2 Ae - N IN SLOPEso%MAx. ** v4DlN OF PERPENDICULAR CURB RAMP U SEE STANDARD PLIX F-30. * GRADE BREAK pESIGNffORMWOR1(0.3%NAX.) WALKWAY (SEE NOTE s) 0 Ar* TOP OF ROADWAY 6.5%OR FLATTER RECOMMENDED FOR WITH OF CURB RAMP, ISLAND CUT-THROUGH MIN �a Sir Sir DESGNIFORMWORK(10%MAX) CO,1„1. ZF LANDING,OR WALKWAY DETEEUPRBAEEA�ING G®•c� ZE LANDING/ SU CURB RAMP WA9yY,Ltd, " SEE NOTE(01 DETECTABLE RN NG 16 5 NOTES 3 MID e L 6'Q OP 61Sy1�, SECTION O� C SEE STANDARD PLAN Ft°.12 (>� 'MhG -� BACK OF CURB- g/ '''� / SEE NOTE `+L see DETECTABLE WARNING 1))) m - BACK OF CURB DEPRESSEp CURB AND GUTTER = _ A row FROM OF CURB) s MEDIAN CUT-THROUGH �a m BE NOTE 2 SINGLE DIRECTION CURB RAMP II CEMENTCONCRETE PERPECEMENT NOCULAR°A PAY LIMIT RAMP TYPE PER ENMENT CONCRETE CURB RAMP TYPE gBOzs FF' .�� (GRA➢E BREAK BETWEEN CURB AND SURFACE(DWS)- WLDm1 OF SHARE0. Rye esea RO �� P DICUTAR"IS PAY LIMIT-SEE NOTE6 'AR I TP l G 5 FRO ) SEE 386 Er ST4N \� SEE NOTEAN CURB- T-SEE NOTE SSY p,�V (SEE NOTE 5) . J USE PA fY FTyO SEE rvaT Oh AL CURB _ WALKWAY(NPJ O.N-AL CURB RAMP DETECTABLE WARNING BURFACE- _ J WALKWA LANDING r KWAY WIDTi OF CIfT-THROUGH AU 30,2021 SEE STANDARD PLAN Fi5.10 Y � ozo.os.zz ia.zasa arw 7 g mnzetr Y � V✓AL ', --•:• ' � PERPENDICULAR L I � I � '' - v"ATM oausE DETECTABLE WARNING CURB RAMP L J- ^L ROUNDABOUT SPUTTER wqucWAY SURFACE 3'R.TP, SEE CURB AND GUTTER- ', - ISLAND BEE NOTE A ., y PAVEMENT STANDARD PLAN F-40.15-04 '::::::::_�:: RAIL ''` EDGE SHOULDER STANDARD PLAN F-45.70.03 SHEET OF I SHEET SHEET IF SHEET CCEEMMENT CONCRETE CURB -_-__ APPROVED FOR PUBLICATION APPROVED FOR PUBLICATION GUTTER-BEE NOTE - Date:2D20.7DO' KOF CURB- SURFnCe(tx )-3EENOrE3 wn�Kwny M WARNING 1 Aug31,2021 O va 14:44:37-0>'00' BAC SEE NOTE2 WDTH OF CE(DWS)- � - ISOMETRICVIEW ISOMETRIC VIEW 9A1£°`-9°""'°""" UNDNG '� SSEE NOTES 384 °r<h°Ev°x[,wNfiv CURB RADIUS DETAIL O TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAW LIMIT "Wm6i�mm R°x°ips1ni T'm° PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES W°%^sin^mr.o.P°mm.m wTA^rv°cos°^ (SEE NOTE 6) SHARED-USE PATH CONNECTION PERPENDICULAR CURB RAMP TYPE B 2 DETECTABLE WARNING SURFACE SITS NTS E UCT a I N N 75 C tl O CO N lY Q N (.D 3 0 N W Z H n CITY OF ARLINGTON CONSTRUCTION DRAWING REVIEW APPROVAL 0 N THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. BY: ED Development Services Manager ED DATE: THIS APPROVAL VALID FOR 18 MONTHS w 3 Q No. Date B Revision Description Designed By. Issue Date `StoLY f`H� v�pAEL TAC 07/25/2024 ,rsy �� WET RABBIT EXPRESS CAR WASH Drawn By: PW°3732 `= ° 7530 204TH ST NE SITE DETAILS C-8.3 jL Checked By, Project No:TACA NAL � 6814Greenl AVE N TIN131122-9510 ARLINGTON, WA 98223 Seattle,WA 98103 wvAx.PAELAND.can (ii SMM 10700009 zoza.ozzelz:otaao7'oo' WHITE LINE LANDSCAPE SPECIFICATIONS&NOTES 04 204TH ST NE o a. GENERAL NOTES � v o W The contractor and owner are responsible for reading the plans,specifications and notes J a WHITE LINE 4 I �i b. The contractor shall maintain a qualified supervisor on the site at at all times during construction through completion of final punchlist acceptance,unless otherwise requested by the owner Q — — N89°46'39"E 770. c. The contractor shall be in charge of securing any required permits U 3 o d. The contractor shall verify and confirm all on-site conditions prior to construction o 2. SCOPE OF WORK } E q) .03' YELLOW LINE a. The landscaping and irrigation work is part of a larger site project resulting in disturbance to the site,landscape and irrigation.As such,the landscape contractor shall coordinate all work with the general contractor,both before any construction • U o L 7 —T —T� r T —�o T o—FN begins,and during the course of construction. i rn 3. MATERIALS Q o N APE;TY�tj a I a. Topsoil.Topsoil shall be a 3 way blend of the following products; sandy loam(40%by volume),sand(40%)and organic compost(20%).Topsoil shall be screened of all weeds and weed seed materials. N u co A —————————— b. Mulch.Mulch shall be 17. '-2"river rock,applied to a 4"depth on all beds with filter fabric underneath,excluding bio-retention ponds and otherwise noted. U N w,. �,. • ° ° ' c. Fertilizer.Agraform 21-gram tablet time release fertilizer shall be used in all plantings.Place 1 for each ground cover,2 for each shrub and 4 for each tree.They shall be placed in the plant pits as detailed.Also,top dress all plants with a U o suitable'starter'fertilizer. M EXIST.MONUMj ACCESS N a N SIG �AIN - - d. Tree Stakes.Tree stakes shall be 2"diameter x 8'length Lodgepole pine.Fasteners shall be 1"PVC Chain-Lock,placed as detailed. 0 o ++ +++ ++ + + © e. Root Barrier.Deeproot UB18-2 or similar. N N z I +o = ++++ 1 PPIE=126 4. SOIL PREPARATION8"C Prior to any landscape work,contractor shall remove,or have removed,all debris from the other building trades from the landscape surfaces.NO landscape work shall commence until the areas are cleared of other trades debris. + + © "ARLINGTON PL b. Cultivate the existing ground surface to a minimum depth of 8"and remove all rocks over 1",existing roots and other debris. — — + MONUMENT SIG c. Fine grade the subgrade to adjoining surfaces in preparation of adding specified topsoil. o d. Beds.Place a minimum of 6"of specified topsoil on all beds and till or cultivate the topsoil a minimum depth of 8".Remove all rock and debris which may surface.Finished grade of topsoil shall be 2.5"below adjoining paved surfaces,allowing 48"FIR TREE TO ! V 18 2"for mulch. Therefore,finished grade shall be 1/2"below paved surface. REMAI /PROTECT MONUMENT + + 10.0'PUD EASEN 5. PLANTING OF TREES,SHRUBS AND GROUNDCOVERS d IN PLAC i SEE TREE SIGN + PER AFN 830414 a. Contractor responsible to verify quantities. PROTECTION, b. Contractor is to confirm that all beds are prepared and read forplanting,without interference with other trades. STATE OF NOTES ON L1.02' 75' ¢ R F R TO 8/L1.02 P P Y WASHINGTON ROW �" EEP ROOT BAIRI�IER, c. Layout all plants as per plan and approval by the Owner's Rep,making sure the plants are orientated to give best appearance to the viewer. ANos LICENSEDCHI Ecr e ® as INS ALL PER d. Pit plant all plants into prepared soil and plant per the details.While planting,water the plants into the plant pits thoroughly soaking the root balls and soil.Place fertilizer tablets as specified,filling plant pits with specified topsoil.Top dress $ I I MA UFACTURER'S fertilize when completed. / ® RE OMMENDATIONS e. Shrubs shall be a minimum of 24 inches high at the time of planting.Shrubs and groundcover shall be planted to attain coverage of 90%of the planting area within 3 years. NSEANoLYO q, f. Trees planted within 6'of parking and drive areas shall include a root barrier,installed 18"below finished grade at edge of sidewalk and extend 3'in either direction of center of rootball for a total of 6'length,parallel to edge of curb —, 6. SOD PREPARATION a. Place approx.4"of specified soil mix to prepare the areas prior to placing sod,filling all depressions and removing all high spots.Compact uniformly with a water filled drum. b. Install sod,making sure the sides and ends are butted tightly together.After sod is installed,roll it with a water filled drum. j I ® C. Installed sod must be flush with plant beds and adjoining concrete surfaces.d. Water with automatic irrigation to assure well rooting and growth of the lawn. e. Fence off areas from foot traffic or others through establishment period and until final approval. f. Mow a minimum of 2x before when lawn is long enough for mowing prior to final approval. 7. LAWN ESTABLISHMENT Know what's below. r \ \ a. Confirm a full coverage,working automatic irrigation system,prior to installation of lawn. Mow eve 7-10 days until established and approved. h �� w \�� 8. WARRANTY 9 9 9 Y P every Y PP Call before you dig. b. All landscaping and irrigation shall be warranted for one year from FINAL ACCEPTANCE.Plants requiring replacement shall be of the original variet and size as specified herein.Irrigation components shall be replaced if damaged or defective ~ \c\ \ P 9 9 Y Q 9 PY P 9 P P 9 DRAWING SET: ® I : `` \ \ 9. IRRIGATION a. Irrigation Plan shall be a automatic irrigation system with rain sensoring capabilities PERMIT SUBMITTAL b. Irrigation System shall be builder design and meet all City of Arlington code requirements c. Contractor to provide Coverage Test for approval by Owner's Rep. d. Contractor to provide As-Built Drawing of irrigation system. PLANT SCHEDULE EXIStt TREES'AND I �w CITY. BOTANICAL NAME COMMON NAME SIZE&SPACING,NOTES STUMPS TO'BE Q REVISIONS: REMOVED,REF:TOE TREES REV 1: ® „ , 0 ARBO�tIST REPORT ® II I� { { { � 00� ` + 6 Acer rubrum'Franksred' Red Sunset Maple 2"cal min,branching at 5'ht,fully branched&uniform,B&B REV 2: REV 3: O \�w o 6 Acer rubrum'Bowhall' Bowhall Maple 2"cal min,spacing as shown,fully branched&uniform,B&B PROJECT ADDRESS: 1 Pinus contorta Shore Pine 8'-10'ht min,30'OC,fully branched&uniform,B&B i e + 6 Populus tremula'Erecta' Swedish Columnar Aspen 2"cal min,spacing as shown,fully branched&uniform,B&B o C 3 Tsu a mertensiana Mountain Hemlock 4'-6'ht min,full' 9 Y branched&uniform,B&B SHRUBS 34 Berberis thunber ii' ' Barber'Orange Rocket Orange Rocket 3'OC 9 9 9 Barberry 2 gal @ 19 Cho1s a ternata'Sundance' Sundance Mexican Orange Blossom 2 al 5'OC Y 9 9 @ ra_- 4 Hydrangea paniculata'Candy Apple' Candy Apple Hydrangea 5 gal @ 5'OC --- „ - `w +�53 Lavandula x intermedia'Niko' Niko French Lavender 2 gal @ 4'OC TAL EbGING `k &2 Lonicera nitida'Lemon Beauty' Lemon Beauty Honeysuckle 3 gal @ 5'OC ALON PROF.LINE, 0-15 Nandina domestica'Gulf Stream' Gulf Stream Heavenly Bamboo 2 gal @ T OC EXCLUDING LAWN O P `w &-3 Rosa x'Coral Drift' Coral Drift Rose 2 gal @ T OC U jAREA T 15 Rosa x Orange Glow' Orange Glow Knockout Rose 2 gal @ 4'OC (7 0-17 Pinus mugo'Pumilio' Dwarf Mugo Pine 3 gal @ 4'OC C14 r ; O ////////// /////////// //i B LDERS,TYP ® G�j /j� �/ / �!�//// 7� 3 Rosa x Radtko Cherry Red Double Knock Out 2 gal @ 3'OC H N +� + + )�i/ j j/ �/% vj o-17 Rosmarinus officinalis'Blue Spires' Blue Spires Rosemary 2 gal @ T OC W 00 d W /A \ PERENNIALS/ORNAMENTAL GRASSES/GROUNDCOVERS Q 3 PAVER PATH 20 Calamagrostis x acutiflora Foerster's Feather Reed Grass 2 gal @ 3'OC X Z 75' _ _ �//� r'+' �r_.'�✓f' ✓/�///X� 'Karl Foerster' W _ '` J ROW \ t /� / 0-4 Carex elata'Aurea' Bowles Golden Sedge 1 gal @ 30"OC H V X (@)—2 Carex testacea Orange New Zealand Sedge 1 gal @ 2'OC �31 Geranium Rozanne Rozanne Cranesbill 4"pot @ 2'OC Cal +o-27 Helictotrichon sempervirens Blue Oat Grass 1 gal @ 3'OC :T o-11 Miscanthus sinensis'Fire Dragon' Fire Dragon Maiden Grass 2 gal @ 3'OC Q O IIIJJJJ LAWN FUTURE DEVELOPMENT o-4 Miscanthus sinensis'Adagio' Adagio Maiden Grass 2 gal @ 3'OC W CV Z (D—21 Nepeta racemosa'Walker's Low' Walkers Low Catmint 1 gal @ 3'OC - - o-25 Pennisetum setaceum'Rubrum' Purple Fountain Grass 1 gal @ 3'OC W (y) _ o-35 Stella de Oro Stella de Oro Daylily 1 gal @ 2'OC Ln _ 7.0• 015 Trachelospermum jasminoides Madison Star Jasmine 1 gal @ 2'OC Q o0/ 'Madison' �� FR R76 r2d 3,800 sf Lawn Area Perfect Blend Sod Count Green Farms TYPE B LANDSCAPE,TYP ® ( G70 Country DESIGN: eJL 19977 n�. CHECKED:EW EXIST.TREES AND STUMPS TO BE \ 2��REMOVED,REF.TO ARBORIST REPORT DATE: OIY le,2024 \ SS FLj PROJECT: Wet Rabbit-Arlington �j� PARKING&VEHICLE ACCOMMODATION SHADE AREAS(AZC 20.76.130) NUMBER: LLA0464.23 v �- Total Parking Area(17 stalls): 3702 sf � SCALE: 1" 20'-0"/ P Parking Area required to be shaded by deciduous trees: 740 sf(20%) TITLE: M ORIGINAL LOT LINE \ / �;` / Total Paved Area Coverage by new deciduous trees: 1,543 sf(42%) LANDSCAPE ON I It a PLAN, SCHEDULE /, Zoning Permit: PLN#1160 & NOTES Roo, Design Review submittal: PLN #1161 0 10' 20' 40' 80, L1 .00 Graphic Scale:1"=20'-0"at full size(24"x 36") U O E V O J ap U N U 3 a NOTES: � o 1. USE PLANT STARTER SOLUTION B E q) STRONG STOUT STEMS AND BUDS \ DURING PLANTING OPERATION. c) FEED AS SPECIFIED. " o rn WIDE BRANCH _ 2. SHRUBS SHALL BEAR SAME Q ATTACHMENT RELATION TO FINISHED GRADE AS ;u (2)1"CHAIN-LOCK TREE TIES IT BORE TO PREVIOUS EXISTING Q"' GRADE.TOP OF ROOTBALL SHALL U o BE 1"ABOVE FINISHED GRADE REMOVE ALL BURLAP FROM N v O a ROOTBALL COVER SOIL LOOSENED AREA WITH h CD MULCH,AS SPECIFIED.KEEP MULCH, _ c MULCH 3"FROM TREE TRUNK = AS SPECIFIED FG 0 co ROTOTILL z SAUCER COMPACTED qa SUBGRADE AS m SPECIFIED O 2"0 LODGE POLE STAKE.PLACE OUTSIDE FOOTBALL 1 DIG THE PLANTING PIT AT LEAST 3 IJ TIMES THE SIZE OF THE ROOTBALL O D STATE WASHINGTO TOLICENSEDN 12' ANDSCAPE ARCH( CT MIN MIN SPREAD ROOTS OF BASE ROOT PLANTS OUT OVER 1- -IIIIII-III- -IIIIII-III-III-III TOPSOIL BACKFILL ROGNAN LYON NorE: I-III=1 I-III- —III— III - -III-III (SEE SPECS) CONE OF HAND-FIRMED LICENSE NO.1444 1.WATER AS NEEDED FOLLOWING PLANTING-.1_ - -III-III=III= —III— STAKE TO PENETRATE 12" TOPSOIL 2.SEE SPECIFICATIONS FOR ADDITIONAL MIN.BELOW BOTTOM OF REMOVE ALL BURLAP FROM INFORMATION. SPECIFIED TOPSOIL PLANTING PIT CONE OF HAND-FIRMED 3.SEE STAKING DETAILS ROOT BALL PLACE FOOTBALL ON SOLID SOIL TOPSOIL FOR BALL& DECIDUOUS TREE PLANTING DETAIL DECIDUOUS TREE STAKING DETAIL SHRUB PLANTING DETAIL BURLAP PLANTS SCALE:NTS 2 SCALE:NTS 3 SCALE:NTS 10 Know what's below. NOTES: 1. FERTILIZE&WATER AS Call before you dig. SPECIFIED FOLLOWING PLANTING. DRAWING PLACE TOP OF 2. SEE SPECS FOR ADDITIONAL PERMIT SUBMITTAL ROOTBALL 1"ABOVE INFORMATION WHEN ?� LEVEL GROWING IN APPLICABLE Z NURSERY 3. SEE STAKING DETAILS. O REVISIONS: REV 1: COVER SOIL REV 2. DIG THE PLANTING LOOSENED AREA WITH 1"CHAIN LOCK TREE TIE REV 3: MULCH,AS SPECIFIED MULCH,AS SPECIFIED PIT AT LEAST ~ PROJECTADDRESS: � KEEP MULCH 3"AWAY LL TWICE THE SIZEFROM TREE TRUNK O p - � � �p OF THE ROOTBALL = o LU 2'0 LODGE POLE STAKE. GROUNDCOVERS, ug EQ• PLACE II III III III- TYP H TILL COMPACTED M I - — 1 FERTILIZER TABLET a 45°-60° ROOTBALL III_ SUBGRADE AS III SPECIFIED - BACK OF CURB OR III- III- III - SOIL BACKFILL (IIIII - 9, - LANDSCAPE BED EDGE " -III III-111I III-11II I'- ��\ (SEE SPECS) — REMOVE BURLAP \\ =6„ III III _ SPECIFIED TOPSOIL NOTE: FROM TOP Y2 OF 2 I— -III -I -1 1. ALL GROUNDCOVER SHALL BE PLANTED AT EQUAL U ROOTBALL PLACE ROOTBALL ON V — TRIANGULAR SPACING AS PER PLAN,UNLESS SHOWN (y) SOLID SOIL OTHERWISE V) CN 2. SET GROUNDCOVER BACK FROM CURB OR WALKWAY AT H 04 CONIFER PLANTING DETAIL CONIFER TREE STAKING IGROUNDCOVER PLANTING DETAIL LEAST(-1/2TIMES THE SPREAD OF SUCHGROUNDCOVER 01 SCALE:NTS `� SCALE:NTS V SCALE:NTS d LLJ W Z > H ` ) Z O NOTES: m PLANT SET AT 1. SEE CIVIL DRAWINGS GRADING&STORM DRAINAGE PLAN AND UTILITY PLAN FOR ADDITIONAL INFORMATION REGARDING p Z ORIGINAL DEPTH LOCATION,TYPE AND SIZE OF UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ROOT BARRIER WITHIN 8'OF UTILITIES LINES,CURBS,ROADWAYS, O ORIGINAL GRADE SIDEWALKS,RETAINING WALLS AND BUILDING FOUNDATIONS. W (`') J ORIGINAL GRADE 3. SEE DRAWING I LANDSCAPE PLANTING DETAILS FOR ADDITIONAL INFORMATION REGARDING PLANTING INSTALLATION. Q PLANT SET AT , ORIGINAL DEPTH TREE PLANTING FINISHED GRADE DESIGNMIL : DRAWN: MJL EW FG CHECKED:EW SAUCER BUILT DATE July 16,2024 ON LOW SIDE PROJECT: Wet Rabbit-Arlington SAUCER BUILT I I I�V��\� �� III I I —III- ON LOW SIDE - \\�\ \ /�\j\/\\/\i�_ III NUMBER: LLA0464.23 MULCH,AS BLEND INTO MULCH,AS SPECIFIED KEEP 3"AWAY FROM TRUNKIII—III- EXIST.SLOPE =III II—III—III—�--- -- —III—III—III—III—III—��- SCALE: MSh— PLANTING SOIL& — TITLE: FERTILIZER _ — II (lII=III=III=I —I I—III—III—III—III—III—III—III_ I_I BLEND INTO — -III—I -III, III I-III-III-III-III=III—I I- PLANTING SOIL&FERTILIZER PLANTING FT 12"MIN EXIST.SLOPE _— 24"CONTINUOUS VERTICAL ROOT BARRIER DETAILS III 12"MIN (DEEPROOT UB 24-2)SET 1"BELOW FINISH GRADE. I EXIST.SUBGRADE - ��EXIST.SUBGRADE INSTALL PER MANUFACTURER'S RECOMMENDATIONS Zoning Permit: PLN#1160 TREE & SHRUB SLOPE PLANTING DETAIL $ ROOT BARRIER DETAIL Design Review submittal: PLN #1161 SHEET SCALE:NTS NTS L1 .01 PLANT IMAGES o E v o J cp U O Q Le13 Q U3o � o • } E 4 o c U U O i O � Tree Protection Recommendations-Wet Rabbit Express Car Wash Q 0 O N The following recommendations pertain to the 48"Diameter at Breast Height(DBH)Douglas-fir � N (Pseudotsuga menziesir)growing in the WSDOT Right-of-Way adjacent to SR-9 MP 28.2.The Q in adjacent private parcel is addressed 7530204'St NE,Arlington,WA 98223.WSDOT Arborist U v`i Services provides these recommendations in response to the City of Arlington's concern about the U C? proximity of construction to the tree. cl h N The purpose of these recommendations is to ensure the health and stability of the tree during TREES DECIDUOUS EVERGREEN construction of the Wet Rabbit Express Car Wash on the adjacent parcel. N CA A WSDOT annotated Demo&TESC plan serves as a visual companion to the recommendations. WSDOT suggests the following items be added to applicable construction plan sheets and be mandatory conditions for permitting. d da��o y •� • All work proposed within 30'of the trunk shall be coordinated with WSDOT Arborist Services and subject to WSDOT review. r o This includes but is not limited to excavation for the foundations of new buildings, '+ A.r4„ asphalt removal,installation of utilities,irrigation lines,and new landscaping. wSs TE OF TO o Demo and excavation shall occur carefully,starting nearer the tree and moving LICENSED Y g g uNosCAPE ARCHITECT 7 �Y- _ • away to avoid unnecessary grading in the CRZ. Expand the tree protection fencing as shown in the WSDOT annotated Demo TESC plan u,ocNnN EroN (sheet D-10). LICENSE NO.1444 o Fencing shall be 6'chain-link fencing secured in place. o Fencing shall be installed prior to any demolition and remain for the duration of construction. o To the north and south in the ROW,the tree protection fencing will beat or near the Critical Root Zone(CRZ)defined as 1 foot radius for each inch of trunk DBH.For this JU. t .., tree,the CRZ is a radius of 48 feet. • Apply 6"coarse woody mulch(arborist woodchips)within a 12'radius of the trunk to mitigate root impacts from construction activities. o Keep mulch 6"awayfrom trunk to avoid burying it. • Install siltfencing at grade(no trenching)for portion of silt fencingthat aligns withtree Know what's below. protection fencing. Call before you dig. SWEDISH ASPEN RED SUNSET MAPLE BOWHALL MAPLE MOUNTAIN HEMLOCK SHORE PINE o Siltfencing installed below grade can damage tree roots. • The stumps of the northernmost 3 hornbeam trees in the row shall be removed with a DRAWING SET: stump grinder.Not torn or dug out with other equipment. PERMIT SUBMITTAL SHRUBSo The stump grinder shall not operate within tree protection fencing.Grind out stumps from east side. j Plant sizes within 30'of trunk shall be 1 gal or smaller. a' r l�1: �' .�, ',�s•. ,�- • o Plants shall be relocated if roots greater than 2"diameter are encountered during ; planting.These roots shall not be severed. REv�sicns. • No mechanical soil decompaction or tilling within 30'of the tree for new plants and landscaping shall occur. REV o Decompaction using pneumatic air excavation maybe allowable if coordinated with Rev 3: WSDOT Arborist Services. • Plans state arborist report and irrigation plan"recreated as part of permitting. PROJECTADDRESS: o Provide these documents to WSDOT for review. • No irrigation trenching shall occur within 30'ofthetree. o Any irrigation beyond 30'but within the CRZ(48')shall be coordinated with WSDOT Arborist Services. 2 ,��/" o Irrigation trenching beyond 30'butwithin the 48'CRZ shall be done with pneumatic i%. _- airexcavation. Q o No roots greater than 2"diameter shall be cut to facilitate irrigation pipe + s installation. DWARF MUGO PINE MEXICAN ORANGE BLOSSOM CANDY APPLE HYDRANGEA LEMON BEAUTY HONEYSUCKLE HEAVENLY BAMBOO o Irrigation techniques thatdon't require trenching such as drip irrigation are allowable. • Schedule a pre-construction meeting with WSDOT Arborist Services. _ o Meeting shall occur at least 2 weeks prior to work beginning. (`7 r CN LU��;. 00 4yCL tv X Z n ? - W I 4 ` Cal BLUE SPIRES ROSEMARY NIKO FRENCH LAVENDER RED DRIFT ROSE CORAL DRIFT ROSE ORANGE ROCKET BARBERRY ORANGE GLOW KNOCKOUT ROSE t i.t \ R ' Z - r W O ` �,• - DESIGN: MA PERENNIALS / ORNAMENTAL GRASSES / GROUNDCOVERS 7lfi BOWLES GOLDEN SEDGE ' MADISON STAR JASMI N E CHECKED:W` 4IN � DATE. July 16,2024 PROJECT: Wet Rabbi[-Arington �•,. F \ 11• //' ,/ NUMBER: LLA0464.23 'Y/ IF JI if ti r�) fI Fr SCALEsnow TITLE:: o n PLANT IMAGES SHEET. KARLFOERSTERGRASS BLUE OAT GRASS PURPLE FOU NTAI N GRASS MAIDEN GRASS VAR WALKERS LOW CATMINT STELLA DE ORO DAYLILY ORANGE NEWZEALAND SEDGE ROZANNE GERANIUM �� .O� Zoning Permit: PLN #1160 Design Review submittal: PLN #1161 A PORTION OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. GENERAL NOTES 1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFIC SITEWORK SPECIFICATIONS - g AND CITY OF ARLINGTON AND SNOHOMISH COUNTY STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING R THE EXISTING CONDITIONS.THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY.THE EXISTING CONDITIONS SHOWN ON THESE PLANS ARE BASED UPON THE SURVEY PREPARED BY HARMSEN LAND SURVEYING,DATED NOVEMBER 15, 2023.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS.IF CONFLICTS ARE DISCOVERED,THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION R ANY PORTION R THE SITEWORK WHICH WOULD BE AFFECTED.IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY,INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, " VATHOUT EXCEPTION,HE SHALL HAVE MADE,AT HIS OWN EXPENSE,A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. D 3. CAUTION-NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION O /Eoy OF EXISTING UTIUTIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD.THE INFORMATION IS NOT TO WET 3 s M•x� BE REUED R AS BEING EXACT R COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF II(i�� `\l (\// IIr�\J HUTILITIES.THIS MAY INCLUDE POTHOLING,SLOPING, SI GRWND PENETRATING RADAR RELO AT THE / \, s �9 CONTRACTOR'S EXPENSE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL D Q a ^g EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 4. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL —� CONNECTION OF SERVICES. s 5. SITE WORK FOR THIS PROJECT SHALL BE CONSTRUCTED PER THE APPROVED,SIGNED CONSTRUCTION PLANS. ELECTRONIC FILES SHALL NOT BE CONSIDERED CONSTRUCTION DOCUMENTS UNLESS SPECIFICALLY STATED AS SUCH AND HANDLED IN ACCORDANCE WITH THE BID DOCUMENTS. SIGNED PAPER PLANS SHALL TAKE 7530 20TH ST NE PRECEDENCE OVER ELECTRONIC FILES. 6. THE CONTRACTOR SHALL MAINTAIN A SET R THE CONSTRUCTION PLANS R-SITE AT ALL TIMES WHILE - P CONSTRUCTION CONTRACTOR IS R LL PROVIDE ARLINGTON, WA 98223 = V 7. THE CONTRACTOR SHALL PRONOE THE ENGINEER OF RECORD A DETAILED AS-BUILT SURVEY FOR THE FglOW1NG SITE CONSTRUCTION IMPROVEMENTS: • ALL REVISIONS TO THE COA APPROVED CONSTRUCTION PLANS ALL UNDERGROUND UTIUTIES• ELECTRICAL,ETC..PROVIDE RIM AND 11INVERT ELEVATIONS FOR G BUT NOT UMITED TO ALLSTI RMWATER AND Y SANITARY SITE SITE DATA OWNER/DEVELOPER GOVERNING AGENCY UTILITY PROVIDERS STRUCTURES. VICINITY MAP • SPOT ELEVATIONS FOR ALL CURB RAMPS,ADA PARKING AND ACCESSIBLE ROUTES FROM THE BUILDING ZONING: GENERAL COMMERCIAL(GC) WR ARUNGTON LLC CITY OF ARUNGTON STORM TO THE RIGHT-OF-WAY AND FROM PARKING AREAS TO THE BUILDING. PARCEL NO'S: 31051400100600(t0.76 AC) 3213 W WHEELER ST.#750 238 N OLYMPIC AVE ARLINGTON CITY STORMWATER DEPARTMENT NOT TO SCALE SEATTLE,WA 98199 ARUNGTON,WA 98223 31051400101000(3:0.76 AC) 154 W COX ST LEGAL DESCRIPTION PARCEL DIMENSIONS: SEE ALTA/TOPO SURVEY (206)284-8200 (360)403-3551 ARUNGTON,WA 98223 EXISTING USE: OFFICE&VACANT LAND CONTACT: CHRIS MCCLURE (360)403-3526 PER STATUTORY WARRANTY DEED AFN 202405010309, PROPOSED USE: COMMERCIAL BUILDING AREA: WB.ff.@ PARCEL I: CAR WASH t4,814 SF(BUILDING FOOTPRINT) ARCHITECT ARUNGTON CITY WATER UTILTY DEPARTMENT BUILDING HEIGHT: ±35' SURVEYING 154 W COX ST A PORTION OF THE NORTHWEST QUARTER R THE NORTHEAST QUARTER R SECTION 14,TOWNSHIP 31 NORTH, TOTAL SITE AREA: 66,117 SF(1.518 AC)-BOTH PARCELS SON ARCHITECT,LLC HARMSEN ARUNGTON,WA 98223 RANGE 5 EAST,W.M.,IN SNOHOMISH COUNTY,WASHINGTON,DESCRIBED AS FOLLOWS: IMPERVIOUS SITE AREA 35.110 SF(0.806 AC) 2242 NW RESERVE CAMP CT 2822 COLBY AVE,SUITE 300 (360)403-3526 COMMENCING AT A POINT 198 FEET EAST OF THE NORTHWEST CORNER OF THE NORTHEAST LANDSCAPE AREA 31.007 SF(0.712 AC) BEND,OR 97703 EVERETT,WA 98201 SEWER IMPERVIOUS AREA COVERAGE 53% (206)369-8881 QUARTER OF SAID SECTION 14; CONTACT:SCOTT HARRIS,NCARB,LEED AP (425)252-1884 ON CITY SEWER DEPARTMENT TTHENCE HENCE EASTH1 320 32 FEET; CONTACT.CONTACT. ANDREW MCLEAN,PL 154 W COX ST S ARUNGTON,WA 98223 DRAWING INDEX THENCE NORTH 320 FEET; (360)403-3526 SHEET NO DRAWING TITLE SHEET NO DRAWING TITLE THENCE WEST 132 FEET TO 111E POINT R BEGINNING; DEVELOPMENT STANDARDS CIVIL GEOTECH ELECTRIC CV-1.0 COVER SHEET 6 61 STORM BRAINAGE BETAILS (NOT INCLUDED) EXCEPT PORTION CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED IN VOLUME 568 OF DEEDS, PACLAND-SEATTLE SNRUD PAGE 6,UNDER RECORDING N0.1148158; ZONING GC-GENERAL COMMERCIAL 6814 GREENWOOD AVE N ZIPPER 6TH 2320 CAUFORNIA STREET 6W�PAEMHo-c",EiIERAL�76 NOTES (NOT INCLUDED)Ems." S4ARIir"oRnri:A6E�EiAILS-(NOT INCLUDED) MAXIMUM IMPERVIOUS SURFACE NONE 19019 36TH AVE W,SUITE E EVERETT,WA 98201 Gy SEAT)5 -9 10 LYNNWOOD,WA 98036 (NOT INCLUDED) ALSO EXCEPT THAT PORTION THEREON LYING WITHIN THE BOUNDARIES OF 204TH STREET MAX.BUILDING HEIGHT 45' (206)522-9510 (425)783-8272 (NOT INCLUDED)a 6..4 STORM DRAINAGE DETAILS•(NOT INCLUDED) NORTHEAST; LOT COVERAGE 100X (425)582-9928 CONTACT:SEAN MALLON,P.E. CONTACT: JAMES P.GERGIS,PE ALSO EXCEPT THAT PORTION CONVEYED TO THE CITY OF ARUNGTON FOR STREET PURPOSES BY DEED BUILDING SETBACKS TRAVIS CHESHIRE,P.E. ROBERT A.ROSS,PE NATURAL GAS BET 2 OF 2 (NOT INCLUDED) (NOT INCLUDED) CASCADE NATURAL GAS NOT INCLUDED) � RECORDED SEPIEMBER 29,1993 UNDER RECORDING NO.9309290556. FRONT STREET 25' 1520 S 2ND ST o--i DEMO-�4-aESE��(NOT INCLUDED) ( PARCEL II: SIDES 5' LANDSCAPE TRANSPORTATION MT VERNON,WA 98273 9-2.8 TESG BETALS (NOT INCLUDED) (NOT INCLUDED) (NOT INCLUDED) 2111 PARCEL B,CITY OF ARUNGTON DUSKIN BOUNDARY LINE ADJUSTMENT CITY FILE NUMBER PW REAR 20'(PRIMARY);5'(ACCESSORY)899,RECORDED LANDSCAPE ARCHITECTS,LLC 12131 1 (888)522-1130 C-1.0 SITE PLAN OGROUP 203 C-2.0 GRADING PLAN E q.2 WATER (NOT NOT INCLUDED) c MARCH 10,2022 AS RECORDING NO.202203105003,IN SNOHOMISH COUNTY,WASHINGTON. SCREENING TACOMA,WA 98402 KIRKLAND,WA 8 C-2.1 GRADING BLOW UP DETAILS 034 NOT INCLUDED) ao SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON. (253)209-4053 (425)896-528 • SOUTHERN LOT LINE: TYPE B CONTACT:MOGHAN LYON,ASLA,CLARB,RLA CONTACT.MIKE SWENSON,PE C-2.2 STORM DRAINAGE PLAN 6 8 SITE RA'LS (NOT INCLUDED) EASTERN LOT LINE: TYPE B C-3.0 UTILITY PLAN £�� SITE DETAILS (NOT INCLUDED) NORTHERN LOT LINE: TYPE B (NOT INCLUDED) ABBREVIATIONS WESTERN LOT LINE: TYPE B G 5.0 SANITARY SEWER DETAILS (NOT INCLUDED) 8-3 SITE BRAIL6 N AASHTO AMERICAN ASSOCIATION OF STATE MAX MAXIMUM UTILITY LOCATES ��EAPAT �SEWER".-a`;m=�(NOT INCLUDED) PLAN, HIGHWAY AND TRANSPORTATION MEP MECHANICAL/ELECTRICAL/ FLOOD PLAIN UTILITY NOTIFICATION CENTER G 5.2 SANITARY SEWER (NOT INCLUDED) (NOT INCLUDED) �- AFN OFFICIALS SI ASSESSOR'S FILE NUMBER MH MANHOING LE CALL BEFORE YOU DIG A.A ANITARY SEWR".--DETAILS-(NOT INCLUDED)L� �T IMAGES (NOT INCLUDED) d ZONE X:AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOODPLAIN. N APN ASSESSOR'S PARCEL NUMBER MIN MINIMUM FLOOD INSURANCE RATE MAP: SNOHOMISH COUNTY,WASHINGTON AND (800)424-5555 OR 811 6.8 5%RM BRAINAGE BETMES (NOT INCLUDED) ARCH ARCHITECTURAL MJ MECHANICAL JOINT INCORPORATED AREAS 3 ASTM AMERICAN SOCIETY FOR TESTING MUTCD MANUAL R UNIFORM TRAFFIC PANEL 392 R 1575 AND MATERIALS CONTROL DEVICES COMMUNITY: CITY OF ARUNGTON-NUMBER: 530271 o AVE AVENUE N NORTH PANEL NO.0932,SUFFIX F AS—BUILT DRAWING APPROVAL o BMP BEST MANAGEMENT PRACTICE NITS NOT TO SCALE MAP NUMBER: 53061CO392F BW BOTTOM OF WALL OSHA OCCUPATIONAL SAFETY AND HEALTH EFFECTIVE DATE: JUNE 19,2020 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED 3 CB CATCH BASIN ADMINISTRATION CL CLASS PE POLYETHYLENE PER THE CONDITIONS ON THE TITLE SHEET. co CLEANOUT POC POINT OF CONNECTION PARKING DATA BY COA CITY R ARLINGTON PVC POLYVINYL CHLORIDE ROAD CLASSIFICATION City Engineer, CITY OF ARLINGTON m CY CUBIC YARDS RD ROAD PARKING REQUIRED: 1 STALL PER EMPLOYEE I DIA DIAMETER REQS REQUIREMENTS 204TH ST NE: MINOR ARTERIAL RESERVOIR CAPACITY EQUAL TO 5z THE DATE: v> ¢ DR DRIVE S SOUTH CAPACITY OF THE WASHING OPERATION DT_ DETAIL SO STORM DRAIN 77TH AVE NE: LOCAL STREET PARKING PROVIDED-CAR WASH E EAST SDR STANDARD DIMENSION RATIO SR-9: HIGHWAY o ESAL EQUIVALENT SINGLE-AXLE LOAD SF SQUARE FEET STANDARD STALLS(9'X79') =3 STALLS° i ESC EROSION AND SEDIMENT CONTROL SS SANITARY SEWER ACCESSIBLE STALLS(8'X191 =1 STALL w ENGINEERS'CONSTRUCTION RECORD CERTIFICATION z EX EXISTING ST STREET EARTHWORK QUANTITIES TOTAL STALLS =4 STALLS �CHAEA N FFE ROW CONTROL MANHOLE STD STANDARD THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE TWTH THE DESIGN INTENT.THIS PLAN AS ��GF xAsy��q� FFE FINISHED FLOOR ELEVATION SW SIDEWALK EARTHWORK VOLUMES SHOWN BELOW REPRESENT THE DIFFERENCE BETWEEN VACUUM STALLS =13 STALLS , �o�o � AG FINISHED GRADE TC TOP OF CURB FINISHED AND EXISTING GRADE SURFACES W1TI1 NO ADJUSTMENTS MADE FORMODIFIED HEREIN,REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, y I :2, R ROW LINE TP TOP OF PAVEMENT . BASED UPON CONTRACTOR RECORDS AND LIMITED SURVEY DATA PROVIDED BY WILCOX - <�`+ FT FEET 1W TOP OF WALL SURFACE PREPARATION,UTILITY TRENCHING,OR SUBGRADES.THE VOLUMES ARE EMPLOYEE PARKING FR CAR WASH TO UTIUZE PARKING R ADJACENT PARCEL CONSTRUCTION DATED DECEMBER 2,2020.THIS DOCUMENT DOES NOT REPRESENT A DETAILED o HOPE HIGH-DENSITY POLYETHYLENE TW TYPICAL APPROXIMATE ONLY.CONTRACTOR TO PERFORM INDEPENDENT ESTIMATE FOR FIELD SURVEY.THE ENGINEER HEREBY CERTIFIES THAT,BASED UPON THE METHODOLOGY BIDDING. WASH TUNNEL RESERVOIR CAPACITY PROVIDED(MAX.3 VEHICLES IN WASH OPERATION) 40514 i HP HORHIGH ONTAL POINTW RT VERTICAL NOTEDIBAND ACCURATELY REPRESENTS THE EXISTINGCONDITIONS,PER CONTRACTOR AND 9eAfsseoN �eMGa6� r CUT: 1,726 CY TOTAL RESERVOIR =15 VEHICLES SURVEYOR PROVIDED INFORMATION. m HWY HIGHWAY WA WATER FILL 1,810 CY ¢ IE INVERT ELEVATION WSDOT WASHINGTON DEPARTMENT OF NET: 74 CY(FILL-IMPORT) LP LOW POINT TRANSPORTATION BY: Sean Mallon `"^;- DATE: 10/22/2025 w 3 No. Date BY Revision Description Daeivled By, Issue Dale �cxA ei TAC 09/17/2025 Q�goa xA &.4t WET RABBIT EXPRESS CAR WASH o Drawn By PWD3732 �5 �� D � ►TAC RECORD DRAWING — o 7530 204TH ST NE COVER SHEET CV-1.0 t � 3 Checked By, Project No: n 40514 6814G,WA98103 N Ta06T622-9610 ARLINGTON WA 98223 / SMM 10700009 �o RBCISTS a��e Seattle,WA98103 .r�l xo.a , ess10xA�ea° 0911712025 A PORTION OF THE NW 114 OF THE NE 1/4, SEC. 14, TWP. 31 N., RGE" 5 E", W.M. — — LEGEND CONSTRUCTION KEY NOTES PROPERTY BOUNDARY ———— 0 80 DA CONCRETE TRAFFIC CURB CONCRETE SIDEWALK QB 1 C-8.2 CONCRETE TRAFFIC CURB AND GUTTER Q C 8.0 CONCRETE PAVEMENT 6 C-8.3 © PERPENDICULAR CURB RAMP,TYPE B X47H ST NE HMA PAVEMENT C_8p QD CONCRETE SIDEWALK.FOR SIDEWALK IN THE ROW,REFER TO COA STD.DTL.R-170. - - O CONCRETE NOSE DOWN CURB LANDSCAPING C-8.0 �tl 0 ACCESS (SEE LANDSCAPE PLANS FOR DETAILS) © p 82 0 CONCRETE DRIVEWAY ENTRANCE,TYPE 2 0 I TRAFFIC CURB © PAYSTATION ATTENDANT KIOSK,SEE ARCH PLAINS FOR DETAILS 0 _ � * - - — O -F - -E TRAFFIC CURB&GUTTER C 81 Q PRECAST CONCRETE WHEEL STOP(TYP) tvirc ..... - 30 E ''.:' FLUSH CURB _________________ OI DETECTABLE WARNING SURFACE 2 C-8.3 ACCESSIBLE PARKING STALL /. . �i ^�5 - ® VACUUM EQUIPMENT ctit C-8.1 EX.MONUME `o r B \ Q PAD MOUNT TRANSFORMER AND VAULT. I,` NUMBER OF VACUUM STALLS #V 7 O © FLUSH CURB-THICKENED EDGE CONCRETE SIDEWALK DRIPUNE B A I \ C-8.0 • W C I 10.0'PUD EASEMENT 3 '•'T< PER AFN 8304140147 NUMBER OF PARKING STALLS ® C 80 0 TRASH ENCLOSURE CONCRETE PAD I _ T453T '13 -- I .L � - -I-DRa Dina \ SITE LIGHTING •--i -a QN BOLLARD(TYP),SEE NCH.PLANS FOR DETAILS EXISTING TREE TO REMAIN � _ ,.I .• 20.0'DRAINAGE EASEMENT I� } PER AFN 8909205003 G-81 0 ASPHALT WEDGE CURB s'FIR �• k� r H TYP TYP © 4"-WIDE STRIPING(WHITE),45'ANGLE,2'OC L� 2 Q STOP SIGN(R1-1)AND STOP BAR ��' B \ \ 0 ® RIGHT TURN ARROW�A� �' \ � � �S CNWASH DIRECTIONAL SIGNAGE,SEE ARCH/MEP PLANS FOR DETAILS �•{- =a ��' \ DITC" OT DIRECTIONAL PAVEMENT MARKINGS 3 m i9: -> TYp e OU CROSSWALK BB / q \ CANf/953 CCC C-8.2 .'la r 3• p S. _ _ // \\\�\ PARCEL:0082900000300 OV VACUUM EQUIPMENT,SEE ARCH/MEP PLANS FOR DETAILS I _• B O CONCRETE ROLLED CURB ilea- A :• P PAY STATION EQUIPMENT,SEE ARCH/MEP PLANS FOR DETAILS 7 - ii 5..55- 1A M \\\ \ V DY NOT USED. •i-;•'• - CC. RIGHT TURN ONLY SIGN(R3-5R) 34.67' 19'� 28' 12' •..{. ai ''�' ,4 �?e�' `' / ® NOT USED. 75' ii'— t --5.5' a, O •�a \ opPy�� ROW 1735'!- ) B `\\\ ®B SINGLE 4"WIDE STRIPE. J B TYP. \� \ / C-81 CC CEDAR FENCE TRASH ENCLOSURE GATE DESIGN BY INSTALLER. j•� P DRAINAGE 11,/ \ �1 DITCH / // ARI6VCT01VLLCirrrr/ri o PA •310514010100600 TREE PROTEC110N t10TE: ALL WORK PROPOSED WITHIN 30-FEET OF THE TRUNK OF THE 47.5-INCH DBH FIR TREE SHALL BE COORDINATED WITH rn Q .W .s/�ii///r/r/i//�/�•//ice//i�/r r//ii�/irr/ N F A ' • 1 �� ' '"1� /i�itjli��i�/// ` `\ / / W'SDOT ARBORIST SERVICES AND SUBJECT TO WSDOT REVIEW. THIS INSTALLATIONSOFUUTILITIES,IRRIGATION LINES,AND EXCAVATION NEW LANDSCAPINGFOR THE nRS OF NEW BUILDINGS,ASPHALT REMOVAL, • INFILTRATION POND \ A \\ / DEMOLITION AND EXCAVATION SHALL OCCUR CAREFULLY, STARTING NEARER THE TREE AND MOVING AWAY TO AVOID G,.. x.-;]' UNNECESSARY GRADING IN THE GIRL. 700, - z - 3 ARLING70N LLC FR Tgig p B WR ``• E \ PARCEL:31051400101000 tie AS-BUILT DRAWING APPROVAL I s7,Ey ACCESS F4jP,y, 0 / / THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED m EAGLE FAMILY DENTAL BUILDING LLC \ F / i c r PARCEL:31051400100900 \ r/ PER THE CONDITIONS ON THE TITLE SHEET. J \ BY: OWER VAULT / / / City Engineer, CITY OF ARLINGTON DATE: jo, N ,Roy w ENGINEERS'CONSTRUCTION RECORD CERTIFICATION AEG'69 N THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT.THIS PLAN,ASMODIFIED THE OF THE NEW BASED UPON CIONTRACTORNTS REC RDSRECORD A D LMITEDITIONS SURVE DATA PROVIDEDSCTION BYUWILCOXSHOWN, y yam° _ shy • CONSTRUCTION DATED DECEMBER 2,2020.THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY.THE ENGINEER HEREBY CERTIFIES THAT,BASED UPON THE METHODOLOGY ° DESCRIBED ABOVE,CONSTRUCTION SHOWN IS CONSISTENT WITH DESIGN INTENT EXCEPT AS SOD y M514 REFER TO SHEET CV-1.0, CV-1.1, NOTED,AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS,PER CONTRACTOR AND c��oIs7 SCALE:V a 30' SURVEYOR PROVDED INFORMATION. iffinAND CV-1.2 FOR GENERAL NOTES / < o u 3o so Know what's below. Sean Mallon" 10/22/2025 w Call before you dig. BY: DATE: No. Date BY Revision Description Designed By, II Data A Et,/� i TAC 09/17/2025 �110.�OF WASy,'9� WET RABBIT EXPRESS CAR WASH r Drawn By PWD3732 may° �� ° ►TAC RECORD DRAWING 7530 204TH ST NE SITE PLAN C-1.0 rn t L� � 3 Checked By, Project No.: 40514 6814Greenvrood Ave N T(206)522-9510 ARLINGTON WA 98223 SMM 10700009 �o�"clsTea�° v� Seattle,WA 98103 w,+nv.PncLAN�. 1 �S70WAL�°a 09/17/2025 A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. 11MMM!,!MMjMMMMM ■■■ ■■■ ■ ■■■ ■■ ■ N.•43003595 --- - 118.65 128.9�` -____- 129.73 `\ c\ ■ E 2�61.63' 12877 128.2�' -- N.•43003588 \\ --129.98 \SD W W LEGEND ■ - - -- \ ••� � PROPERTY LINE 20477-1 ST NEVI-,� a ADA ACCESSIBLE PATH/AREA ■ / -- - -- ---- _- `\\ \ \■ PROPOSED CONTOUR 30 I 124.17 0. 124.07 \\ \\\ ■ SsSSSS EXISTING CONTOUR ----JO---- I 12405 \\ TC 129. I TOE OF POND \ ■ 1 - T .e 12 T Q 12881___Mu 1 9.01 7- ■ I 12397 \ 130.3, ■ 1 Y1 I PROPOSED SPOT ELEVATION X�� ■1 60 I 124.21 \ �\ / C-2.1 129.3 2 f 117 \ \ 1 .12 • r - GRADE BREAK --------aa-------- C 2.0 ■ 124.20 \ N:430001.9 lip 5 129.25 128.E ' 11399 12.T87 1 2 124.02 - 123.94 '1325956.30: &90 _ --- ■ -125- - - / ■ / 9 '�s 88 1 /28.36 1 � l 131.30 � I 126 DRIPLINE �� J '11 129.58 ■ \I O a��I/iI/I 1�`1�\/\�by`-'�- I �`�;I�' ��ti"-`_0 _ PO .�I 12��.�3°G 0•s.B.- �■:■ . __ -- 131.01 127_----------1-31.-16------- 129. �, 134 3 Jt� 128 128- 79- 13112 129 TOP OF POND 9 130.60 130 / 3L28E.352 0) nl 24' 1 I 1J0.75. 30.96 11 N.•42998265� B 1325937 47 .- \IIl - \ .2 2V 5 \ ■■■■ STORM POND ENLARGED DETAIL Q II I I 2a � \ y I l'A .a f"55 III 2 C-2.1 a e 129 12836 r `\ ��\\\\ C-2.0 12s.ss 5n 729.59 129.59 1 8m 1 12 9 3- 12942 \\\ _ n 1 .7 128.98 \I1S� - - 9 129 -1 \ I 12 4 - 14 1z9.16 - \\ H 129.4E i 130 1 130.08 13ov / 1 1299s j)1 � - �� \\ m I I \ \ \ TREE PROTECTION NOTE I I I u0 129.85 \1 \ 125 24 \\ 1 21 \\ / ALL WORK PROPOSED WITHIN 30-FEET OF THE TRUNK OF THE 47.5-INCH DBH FIR TREE SHALL BE COORDINATED WITH \ I I _ 12B 1 \^� `\\ \\ W'SDOT 130.2 ARBORIST SERVICES AND SUBJECT TO WSDOT REVIEW. :n 130.34 • • 130.J1 13, ` 127128 '3z\ / THIS INCLUDES BUT IS NOT LIMITED TO EXCAVATION FOR THE FOUNDATIONS OF NEW BUILDINGS,ASPHALT REMOVAL, o I I I I 130.35 "�•!0.69 _ 129 1 \\ \ INSTALLATION OF UTILITIES,IRRIGATION LINES,AND NEW LANDSCAPING. �+ I v 130 131 \\\\ / DEMOLITION AND EXCAVATION SHALL OCCUR CAREFULLY,STARTING NEARER THE TREE AND MOVING AWAY TO AVOID #a i \\ UNNECESSARY GRADING IN THE CRZ. a IIII \\ LN 514 s I / - -,37_-134n,75S,3g� . 1 / AS-BUILT DRAWING APPROVAL /31 .2 ��/ F�13267 / \ .,4 �' / e THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED 13290 / / PER THE CONDITIONS ON THE TITLE SHEET. FZ I I / _�/ 13 �r' ` BN 5 City Engineer, CITY OF ARLINGTON m DATE: UUM CONFLICT NOTE: ENGINEERS'CONSTRUCTION RECORD CERTIFICATION THE UTILITIES DEPICTED ON THIS PLAN WERE LOCATED BASED ON SURFACE EVIDENCE Lk \CHAEE UTILITIES(PAINT MARKS,PAVEMENT SAWCUTS,COVERS,LIDS,ETC.)AND ARE SUBJECT THIS PLAN HAS BEEN RENEWED FOR CONFORMANCE WITH THE DESIGN INTENT.THIS PLAN,AS 4,of WAyy,�.e TO VARIATION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, MODIFIED HEREIN,REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, DIMENSION,AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES WHETHER SHOWN ON BASED UPON CONTRACTOR RECORDS AND LIMITED SURVEY DATA PROVIDED BY WILCOX o THESE PLANS OR NOT.THE CONTRACTOR SHALL CONTACT UTILITY LOCATE 811 AND CONSTRUCTION DATED DECEMBER 2,2020.THIS DOCUMENT DOES NOT REPRESENT A DETAILED o o yo THEN POTHOLE THE EXISTING UTILITIES AT PROPOSED CONNECTION POINTS AND FIELD SURVEY.THE ENGINEER HEREBY CERTIFIES THAT,BASED UPON THE METHODOLOGY ,M ./ CROSSINGS.THE HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING UTILITIES SHALL DESCRIBED ABOVE,CONSTRUCTION SHOWN IS CONSISTENT WITH DESIGN INTENT EXCEPT AS y R M514 REFER TO SHEET CV-1.0, CV-1.1, BE SURVEYED PRIOR TO CONSTRUCTION TO PHYSICALLY VERIFY WHETHER OR NOT PCI8T6FF° SCALE:V=30' NOTED,AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS,PER CONTRACTOR AND 4'"IONAL CONFLICTS EXIST.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY SURVEYOR PROVIDED INFORMATION. m 0 15 30 60 Know what's below. AND CV-1.2 FOR GENERAL NOTES CPACLAND ONSTRUCTION. TO RESOLVE PROBLEMS PRIOR TO PROCEEDING WITH w Call before you dig. BY: Sean Mauono„ - DATE: 10/22/2025 3 i No. Date BY Revision Description Designed By, II Data \cNA Et,/� i TAC 09/17/2025 �\l0.�OF WASy WET RABBIT EXPRESS CAR WASH o Drawn By PWD3732 �5° spy ° ►TAC RECORD DRAWING 7530 204TH ST NE GRADING PLAN C-2.0 t � � 3 Checked By, Project No: 40514 6814Gree-d Ave N T(206)522-9518 ARLINGTON WA 98223 SMM 10700009 �o�ycls enN° Seattle,WA98103 �PACIAxo.a eSS�ONAL 09/17/2025 A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. ■ ■ 129.37 ■■■ ■■■■■*I■ ■■■■■■■■■■■*■■■■ ■■■■■■■■■■■ ■ 129.29 _129.29_ _ ■ f ■ i :-�.5941 _ ■ ■,n� I Ij �G ♦ ■ \ 1pg 10 0.80% 129.17 ■ ■ I13, E� i ■ / 13320 ■ � � � ■ ■ � '' i i i ■ � 26 13315�' ♦ ■ /� 129.71 i ■ // \ oj/ ♦♦ 128.76 12868 � I '' i /29 13288 ♦ ■ ■ ■ ■■ 129.67 ■ / 32.78 ■ / ■ x� 1,50%�---- ■ ■ ry � 12955 1 � ♦ ■ 7 ■ ■ II i �j / ♦ ■ �/� /� ---12.87 Q 12898 129-92 ■ // ---- ------- __ ' 119. 0,209 ■ ■ 130 1 Q03 12 5 I / / 129.69 129. / ♦y ih N ■ ■ 129.69 ■ /N32.97 // �♦ 1.42R '77P . ,�a N`VA ■ G , ■ 66 mood ■ 7� ♦/ J\ � CURB RAMPS ■ ■ 13743 \� 1 1"=5' 17;■ ■ ♦♦♦ 4 ■ 129.86 0 ■ ♦♦ ♦♦ n ■ 1.0as 1 7 ■ ■ ■ DRIVEWAY ENTRANCE - 77TH AVE NE 3 a 2 ADA PARKING AREA & ACCESSIBLE PATH TO BUILDING 1"=5' "o AS-BUILT DRAWING APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED ■■■ ■ ■�■-W■-W■-W■-W■-W■-K■-W■ZMW■ZRR■■■■)p 110■, PER THE CONDITIONS ON THE TITLE SHEET. J I y BY: m 129.53 City Engineer, CITY OF ARLINGTON ■ �29.27 �1288 _ - - - - - - - DA TE: j 1 06R 7.00R 0.4R 119.06 7.05% .75RI _129.22 .(� _n III ■ � ■ � 'A a 129.&Z■ i 6.52R 1.50R w `� ■ 0�43R 7.21R 0.6R z ENGINEERS'CONSTRUCTION RECORD CERTIFICATION ■129.33 119. 128.92 129.1 129.58 N ■ ��CHA EG N \ THIS PLAN HAS BEEN RENEWED FOR CONFORMANCE WITH THE DESIGN INTENT.THIS PLAN,AS t1�°OF xASy7 t� • 1 a y MODIFIED HEREIN,REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN,BASED UPON ��g° i 2• • ,■�■'■ OX ■■■■■ ■■■■■■■■■ ■ ■ ■■, CONSTRUCTION CDATED C ECEMBETOR R2,2020.DS AND UTHIS DOCUMENT DOES NITED SURVEY DATA PNOTIREPRESENT IDED BY CA DETAILED o ® FIELD SURVEY.THE ENGINEER HEREBY CERTIFIES THAT,BASED UPON THE METHODOLOGY REFER TO SHEET CV-1.0, CV-1.1 DRIVEWAY ENTRANCE - 204TH ST NE DESCRIBED ABOVE,CONSTRUCTION SHOWN IS CONSISTENT WITH DESIGN INTENT EXCEPT AS �,,, 4014 SCALE.1"=5rr 3 NOTED,AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS,PER CONTRACTOR AND ess70xA1 N6� 2.5 5 10 Know what's below. AND CV-1.2 FOR GENERAL NOTES =5' SURVEYOR FRONDED INFORMATION. Sean Mallon°" .".. Call before you dig. BY: DATE: 1012212025 No. Date BY Revision Description Ened By leeue ca+e a`cHA Ei,/� i TAC 09/17/2025 11°oF xASy7 9t WET RABBIT EXPRESS CAR WASH r EAawnBy PWD3732 "5°� s�2 7530 204TH ST NE GRADING BLOW-UP C_21 TAC RECORD DRAWING - L , , Checked By. Project No: 6814 Greenwood Ave N T(206)522-9510 DETAILS SMM 10700009 gopR� EFgO yE Seattle,WA98103 ,PACLAND-M ARLINGTON, WA 98223 0i ess70xA1 09/17/2025 REFER TO SHEET CV-1.0, CV-1.1, A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWP. 31 N., RGE" 5 E, W.M. AND CV-1.2 FOR GENERAL NOTES CBTYPEII STRUCTURE TABLE PIPE TABLE 8"PVC RIM VC S 9 I IE=124.86 I UNABLE TO SEE OTHER PIPES - DIA L SLOPE MATERIAL DIA L SLOPE MATERIAL DIA L SLOPE MATERIAL PIPES NW,E PER CITY OF / TYPE RIM IE IN IE OUT N TYPE RIM IE IN IE OUT (IN) (FT) (%) TYPE # (IN) (FT) M ARLINGTON GIS TYPE (IN) (FT) (%) TYPE 101 36"NYLOPLAST DRAIN 128.86 12}56-(8°SE)123.47 123:58(8°'N)123.47 36"NYLOPLAST DRAIN 129.32 124.21(6°'N) 123.50(8°,S) 101 8 9 HOPE ®0 6 18 � HDPE ® 6 � � HDPE BASIN(24 SWD COVER) 72a87 +23:58(8°,W)123.47 401 BASIN(24"SOLID COVER) Y2W 125M(4"W) 219 1.70 37.6 1.14 \ W W TYPE 2 CB-54" � }�1(12",E)125A4 1453}(6",S)125.44 125.00 102 12 4- BS0 HDPE 301 8 66.5 � HDPE ® 6 6.5 4:80 HDPE � 10 FLOW SPUTTER 129,02 125.6}(8°�W)125M 123.68-(8",NW)125.44 40 CLEANOUT �$ 144:73(6",W) 1-24r7-3(6°,S) 4.8 521 1.14 (S°UD COVER) � 12921 Mel Mel SSI H ! 1�-- 0 30"NYLOPLAST DRAIN 129R9 14527-(6°,NW) 14533(6°,E) 103 12 26 &50 HDPE ®0 6 6 4:00 HDPE 501 8 4.5 e--* PVC RIM=1aa.3e 10 12&90 14525-(12",N)12520 125.2.25(12",W)12520 ® CLEANOUT 0.62 3 5.67 022 PERF. 12"IN E IE=11209 \ X4TH ST NEVI a BASIN(2'X2'GRATE) 128.77 128A2 126A2PVC 12"OUT E w IE=111 98 \ TYPE 1 CB 104 12 1 ae 028 HDPE ®0 8 45.5 L� HDPE ®0 8 4.5 0� PERF. - - - _ - N89 46'39°E 77080'-R sP p71.W-M,R2) 104 128.28 125.38(12",N) 125.38(12",S) , (STANDARD GRATE) 12 61 +50 HDPE -2 4 32 -* HDPE 8 94 0.00 PVC 30' - 105 ®0 2.85 f NYLOPLAST DRAIN -Ss 10 12&35 14594-(12",NW)125J98 i?59+(12",S)125.77 PERF. 0.57 s Ss-SS_ BASIN(2'X2'GRATE) CB TYPE II y 201 6 # 5:00 HDPE ©0 4 10 2.00 HDPE E 8 94 0.00 PVC rc p � / RIM=128s9 T_ T T -T 106 �NriOPLAST DRAIN }2g;3g _ fi26.73-(8=.NWT• ,, ,, 128 4,44 PERF. 8"PVC N IE=12s.82 , NO BASIN(2'X7 GRATE) 12M 426.25-(12°SE)12824 PVC 9 _� /�--- `�-� ®0 6 4.5 400 HDPE 401 6 4:00 HDPE ®0 8 94 0:90 TELEPHONE 36"NYLON-AST DRAIN 42&94 124.37(6°,S) 1223.58(8",N)123.49 129.18 123.59(6",N,S) 123.60(6•,N,S) t58 13 3A8 0A7 PERF. VAULT 201 BASIN 24"SOJD COVER M-04 ( ) (8-,E) ®0 CLEANOUT IM23 123A3 123A3 _ ( ) 9z58&6"W 126.63 TSB123A9 w \ --- - ' T 2 128.94 12359(6",N,S) 14358(6°,N,S) 6 3 1.00 HDPE 6 41 � HDPE 601 12 17 1� HDPE ®0 CLEANOUT i450}(6",E)12423 i4502(6,N)124.93 ®0 CLEANOUT r- -127- - ® Y DA3 129.12 123A2 123A2 N-00 N7-S 9-83 PVC / zti9 106 ■129- 18•CPP IE=126.5s ®0 6 2 HDPE ®0 6 HDPE 701 4 363 0.00 gDCASTLE 660-CPS 1493g 4-28�7-1 >2350(6",N,S) i2350(6°,N,S) 13.86 3 14.33 PERF. "ARLINGTON PLAZA° 2•(6",E)125.00 i3512(6",W)125M 04 CLEANOUT OIL/WATER SEPARATOR 12924 128.95 123A0 I 12.1.40 MONUMENT slcN ®0 6 39.5 � HDPE ®0 4 37 W HDPE ®0 6 11 2.00 HDPE CLEANOUT p 5}rr(6",N)125.03 125i5(8',W)125.03 ®0 CLEANOUT 12D26 123AS(6"rS) 12am(6"rS) t70 5A0 DRIPUNE 12928 123A8 12.1.48 10.O'PUD EASEMENT ® 6 20 4:00 HOPE ® 6 r 1.14 HDPE ®0 6 22 2.00 HDPE I- MONO SEGN j --- 105 -- I 129:42 129.19 123.50(6",S) 143.5E(6"r$) 3.10 13 1.14 PER AFNeao41401m ®0 CLEANOUT 127.80(6",E) 127.86(6",S)127,58 ® CLEANOUT / !'Ca Y29S8 12924 123.53 123.x4 DRAINAGE ---- HIGH DENSITY POLYETHYLENE PIPE HDPE SHALL BE ADS N 12 WT W SMOOTH INTERIOR N-0.012 k 10.8 PSI JOINTS OR APPROVED EQUAL. - DITCH DEBRIS BARKER - 124.50(12',N/S) POLYVINYL CHLORIDE PIPE O(PVC)SHALL E SDR 35,ASTM D3034 GASKETED,OR APPROVED EQUAL) Q �r--•= 1 20.0'DRAINAGE EASEMENT / - 9 601 POLYVINYL CHLORIDE PERFORATED PIPE(PVC PERF)SHALL BE RIGID SDR 35,OR APPROVED EQUAL INSTALL WITH PERFORATIONS FACING DOWN. 1 / E=126.85 A - --- PER AFN 8909205003 - ,p5 I I 301 30"NYLOPLAST DRAIN H4V:47 6,N 127.38 }2}9g(8"E) 126.98 60 �RATE INLET TYPE 2 128 55 }21c84(12',S) PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE,UNLESS NOTED OTHERWISE. ai / �a 1E=126.85 A 40 OT B-35.40 124.82 I 24's'FIR `s a ,1 m I I I BASIN(2'X2'GRATE) 129A4 127DI(S) �1 III) i\ ^40 ,,i T401 6 `I I I 11{ ® ZURN TRENCH DRAIN '� START(WEST) END(EAST) 40 , 0 \ \ \\ ° Z886-HDG 129A5 #8611 12as1-12a66 #8612 128.51-126.56 UTILITY CROSSING TABLE 0 127-75(4°,SE)12754 P2}.75(12°,NE)127.54 I " TYPE I CB i2495 BOTTOM UTILITY TOP TOP UTILITY INVERT CLEAR FINISHED GRADE I i i , ®0 o -�r� A�� (STANDARD GRATE) t30A4 I I -�- 3 ��/✓r �O \'�� \�\� ® CLEANOUT 131.13 128.39(4-,E) 128.39(4-.NW) 1 6"SEWER 123.27 12"STORM DRAIN 126.09 2.82 129.11 Q B 701 :I 401 I Z a 4 i /j' A/� V A � DITCH DRAINAGE 2 6"SEWER 124.75 fi"STORM DRAIN 125.05 0.30 129.49 KU �C 1. ST-ORM STRUCTURES/103 AND 1301 SHALL HAVE AN NYLOPLAST ENVIROHOOD INSTALLED ON OUTLET PIPE. 3 6"SEWER 125.30 a STORM DRAIN 126.87 1.57 129.74 2. ALL NYLOPLAST STRUCTURES SHALL HAVE A 12"WIDE BY 6"DEEP CONCRETE COLLAR AROUND FRAME/GRATE ASSEMBLY. Vvv A\ 4 6"SEWER 125.86 a STORM DRAIN 126.62 0.76 129.51 II Q a ii ry'�� + �O• c\ `\\\\\ \• STORM DRAINAGE DETAIL REFERENCES 5 6°STORM 125.23 2.5"WATER 125.79 0.56 129.07 iJl I U v/y r / /� `v m "TABLE A' 2p 0 I \ \\ \ \• '�� STORM PIPE TRENCH SECTION 2/C-6.2 TYPE 1 CB 1/C-6.0 INFILTRATION TRENCH 6 2.5"WATER 124.75 12"STORM DRAIN 125.86 1.11 128.69 III IE=128.20 A -....,-..ill SOLID COVER 3/C-6.0 lil I cxj 0 y �,ro o �\ STONE INFILTRATION 7 6"SEWER 126.47 6"STORM DRAIN 127.55 1.08 129.35 Vti STANDARD GRATE 2/C-6.0 DETENTION TYPE GALLERY 104 `\ ��`✓'�\ FLOW SPUTTER 1/C-6.4 8 6°STORM 125.26 8"STORM DRAIN 126.07 0.81 129.18 36"NYLOPLAST DRAIN BASIN(2'ROUND COVER) 2/C-6.1 TOP OF STONE 126.50 g 6"SEWER 124.58 6"STORM DRAIN 124.94 0.36 129.33 30"NYLOPLAST DRAIN BASIN(2'X2'GRATE) 1/C-6.1 I I \ IE=128.20 A �� r e' -'g 20 101 I \\ \�\ �eq`� NYLOPLAST DRAIN BASIN LADDER DETAIL 3/C-6.1 100-YR WSE 126.15 CROSSING NOTES: I ° - I \ \\ °P°e�'e�o° NYLOPLAST ENAROHOOD 4/C-6.1 1. FOR CROSSINGS WITH LESS THAN 6"OF VERTICAL SEPARATION.A 3"X 48"X 108"SHEET OF ETHAFOAM 220 SHALL BE I \� ° m__ 101 0 ZURN TRENCH DRAIN 1/C-6.2 BOTTOM OF STONE 122.50 PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND CROSSING PIPES AND THE ETHAFOAM SHEET. OLDCASTLE(660-CPS)O/W SEPARATOR 1/C-6.5 104 - _ \\o\ \X�\` DRAINAGE INFILTRATION TRENCH SECTION 1/C-6.3 rcH CLEANOUT 3/C-6.2 HIGH GROUNDWATER ELEV. 117.50 DI ° ° 10 sot \ I CONSTRUCTION KEY NOTES DEBRIS BARRIER 1/C-6.6 TOTAL HEIGHT 400' I I 130 ° ° E I ° -- \\ \\ \ GRATE INLET TYPE 2 WSDOT _ .io S � A CONNECT TO BUILDING OR CANOPY ROOF DRAIN LEADER.CONFIRM EXACT LOCATION PATH ARCHITECTURAL AND ' - B-35.40 2/C-6.5 PLUMBING PLANS. 0 D 1, \ �\\yam\. STORAGE DEPTH 3.00' F OB INSTALL 4"RIGID PERFORATED PVC(SDR-35,ASTM D3034)FOOTING DRAIN PLACED AT THE BASE OF THE 130 \\ \\\ SYSTEM FOOTPRINT(100'X15') r.\\\ 1,500 SF HEEL OF THE FOOTING WITH PERFORATIONS FACING DOWN.DRAIN ROCK AND GEOTEXTILL FABRIC PER AT BASE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. No I I \ • , • V1 - 12]128 / �`/7y \�\ 18"CMPIE=129.95 STORMWATER INFILTRATION TRENCH.SEE"TABLE A"THIS SHEET. \ / 131 / 'TABLE B' FOUND REPAR&CAP INFILTRATION POND QD STORMWATER INFILTRATION POND.SEE"TABLE B"THIS SHEET.BASE AND SIDES OF INFILTRATION POND SHALL 'AXIS 45502&a OTHER BE HYDROSEEDED FOR PERMANENT STABILIZATION. j =IE=128.59 A -- =_-- __, 4� e\ LS NUMBERS"°.a'sw DETENTION TYPE SURFACE INFILTRATION �+p�-1S'.132�=133- ______--- ��`�• o• / \ / / POND O INSTALL 6"GATE VALVE(NORMALLY OPEN)IN CAST IRON BOX WITH TRAFFIC RATED LID(AASHTO H-20). o PROVIDE MATCHING T-HANDLE,SET TO WORKING HEIGHT. 0 11 /i/�� \��\-\__-�\ -1aFky Nep ro / // FREEBOARD ELEV. t128.50 s 2oF9SF 3 / / ` // i 5 UNA ETO T 100-YR WSE 127.16 Q INSTALL 12"THICK RIPRAP PAD WITH 4°-6"ANGULAR STONE PER WSDOT 9-03.11(2).RIPRAP SHALL BE ¢ I '�� \\ se ,Nj �-�N / / U BPOSSIBLYPA veR UNED(BOTTOM AND SIDES)WITH MIRAFl 180N NON-WOVEN GEOTEXTILE FILTER FABRIC(OR APPROVED EQUAL ). TOP OF POND 127.50 1REE PBOTECTIDN Lg7E J ALL WORK PROPOSED WITHIN 30-FEET OF THE TRUNK OF THE 47.5-INCH DBH FIR TREE SHALL BE 5 ° POWER VAULT / ,/ TOP OF SEDIMENT STORAGE 124.50 COORDINATED WITH WSDOT ARBORIST SERVICES AND SUBJECT TO WSDOT RENEW. ED / THIS INCLUDES BUT IS NOT LIMITED TO EXCAVATION FOR THE FOUNDATIONS OF NEW BUILDINGS, LEGEND \ �y/ ASPHALT REMOVAL,INSTALLATION OF UTILITIES,IRRIGATION LINES,AND NEW LANDSCAPING. BOTTOM OF POND 1124.00 DEMOLITION AND EXCAVATION SHALL OCCUR CAREFULLY,STARTING NEARER THE TREE AND MOVING PROPERTY LINE / AWAY TO AVOID UNNECESSARY GRADING IN THE CRZ. Know what's below. / 3 c�r r� T STORAGE DEPTH 3.00' i LIMITS OF INFILTRATION GALLERY �i/ii�j T" Cal before you dig. FoS4DREeAR&cAP 3/ ey �u1Gv1G1Ly,:1L✓1/:l� g W "AXIS 45502&3OTHER h / / A"- 1 '1 -SCALE. 30 HIGH GROUNDWATER ELEV. 117.50 Z . - ENGINEERS CONSTRUCTION RECORD CERTIFICATION STORMWATER PIPE UTIJTY CONFLICT NOTE 0 15 30 60 \GALA CO THE UTIUTIES DEPICTED ON THIS PLAN WERE LOCATED BASED ON SURFACE EVIDENCE OF BOTTOM AREA ', THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE IWTH THE DESIGN INTENT.THIS PLAN,AS ,�w°F NOSH/qE l� AS-BUILT DRAWING APPROVAL� MODIFIED HEREIN,REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, sv UNDERDRAIN --uo---w---w-- UTILITIES(PAINT MARKS,PAVEMENT SAWCUTS,COVERS,LIDS,ETC.)AND ARE SUBJECT 1,125� TO VARIATION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, BASED UPON CONTRACTOR RECORDS AND LIMITED SURVEY DATA PROVIDED BY WILCOX - _ _ DIMENSION,AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES WHETHER SHOWN ON THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED CONSTRUCTION DATED DECEMBER 2,2020.THIS DOCUMENT DOES NOT REPRESENT A DETAILED THESE PLANS OR NOT.THE CONTRACTOR SHALL CONTACT UTILITY LOCATE 811 AND FOOTING DRAIN PER THE CONDITIONS ON THE TITLE SHEET. U1r1TY TRACER W E NOTE FIELD SURVEY.THE ENGINEER HEREBY CERTIFIES THAT,BASED UPON THE METHODOLOGY o fD fD •0 THEN POTHOLE THE EXISTING UTILITIES AT PROPOSED CONNECTION POINTS AND ALL NEW UNDERGROUND FACILITIES/UTIUTIES SHALL BE INSTALLED WTH A DETECTABLE DESCRIBED ABOVE,CONSTRUCTION SHOWN IS CONSISTENT VATH DESIGN INTENT EXCEPT AS _�L_•oL_ aY. you R�'clsTen ROOF DRAIN LEADER CROSSINGS.THE HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING UTILITIES SHALL UNDERGROUND LOCATION DEVICE.INSTALL A/12 INSULATED SOLID CORE TRACER WIRE NOTED,AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS,PER CONTRACTOR AND \ m BE SURVEYED PRIOR TO CONSTRUCTION TO PHYSICALLY VERIFY WHETHER OR NOT City Engineer, CITY OF ARLINGTON SECURELY ATTACHED TO EACH UTIUTY AT 8-FEET ON CENTER.12"OF TRACER WIRE SURVEYOR PROVIDED INFORMATION. `"SS10NA4 m CONFUCTS EXIST.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY SHALL BE ACCESSIBLE ABOVE GRADE AT THE TERMINATION AND SHALL BE SECURELY ¢ STORMWATER STRUCTURE •a®q- DATE: rr PACLAND IMMEDIATELY TO RESOLVE PROBLEMS PRIOR TO PROCEEDING PATH ATTACHED AT THAT POINT.THE CONTRACTOR SHALL INCLUDE ALL COSTS ASSOCIATED Sean Mallon„; w�a� w CONSTRUCTION. WITH THIS REQUIREMENT IN THEIR BID. BY: DATE: 10/22/2025 3 i No. Date BY Revision Description Deeip,ea aY Ieeue Da+e \GALA Ez i TAC 09/17/2025 �11R�0F NA4/4t WET RABBIT EXPRESS CAR WASH r Drawn By: PWD3732 ��' _�� ° ' ► 7530 204TH ST NE STORM DRAINAGE PLAN C-2.2 rn t - o � TAC RECORD DRAWING Checked By, Project No: �7STe S ttlG,WA Ta06)522-9510 ARLINGTON, WA 98223 SMM 10700009 o Seattle,WA 98103 wn.P xD.caN eSS/ONA4 EHON�' 0911712025 REFER TO SHEET CV-1.0, CV-1.1, A PORTION OF THE NW 114 OF THE NE 114, SEC. 14, TWP. 31 N., RGE. 5 E., W.M. AND CV-1.2 FOR GENERAL NOTES C6TYPEx RIM=128.59 SANITARY SEWER STRUCTURE TABLE CONSTRUCTION KEY NOTES 8"PVC S IE=124.85 UNABLE TO SEE OTHER PIPES �RIM=' .1112H29 �RIM=}4.T)=29.38 �RIM=329.&2- 128.88 nRES NW, OISR CITY OF l38C0 IE(6°N)=f"*,*4-E+.12L87 IE(6"IN,WT)=i44.+1-(Nr2321""�"'IE(6°)=}25}y 12 15 Q 8°FIRE HYDRANT SERVICE.CONNECT TO EXISTING WATER MAIN. _ IE(6°SW)=i21.3&Ytt87 SUMP ELEV=120.00(puT1123A8 1 © INSTALL CEMENT MORTAR LINED DUCTILE IRON RESTRAINED JOINT PIPE(CL52). C-7.0� l RIM=12925 129.67 �1 RIM=L29:7�129.74 0 RIM=i2955 128.56 2 IE(6"S,W)=1?3:6&12446 IE(6°)=i448F124.64 IE(6")=F248,. 124.40 © 2°DOMESTIC WATER SERVICE.CONNECT TO 8"WATER MAIN. - - W W 88W 031E(6"NE)=123-59124AG AM72 C-7.1 •� 1^"'�m�-;�-s+� ��RIM=fiP9:6&(VARIES) RIM=12930 129.41 QD INSTALL 2"COMMERCIAL DOMESTIC WATER METER.RPBA TO BE PLACED IN BUILDING. SSMH r �`"f '$ 8- IE(6°IN,OUT)=f4k.9'rY24.68 IE(6")=F258& 125.47 RIM=1as.38 •� -v * � QE CONTRACTOR TO CCTV EXISTING SS LATERAL COORDINATE WORK WITH CITY INSPECTOR. 12"IN E IE=112.11 \ 2047H ST NEVI a 12^our E w IE=111 s8MEMO .1 RIM=7i&4>- 129.58l RIM=�:,": �(VARIES) rM�l RIM=h''966 728.71 0 INSTALL 2.5°DOMESTIC WATER LINE(MUNICIPEX OR APPROVED EQUAL).C-V 1 - _ - - IE(6°)=123.98 IE(6"IN,OUT)=i?4.93-12496 IE(6°)='+P6.34 125.66 12 C-7.0 _SS £ S ss Ss ss ss Ss Ss ss- s128.85 © INSTALL FIRE HYDRANT. Ss- RIM=' 129A51 RIM=f129:fi4(VARIES) 1 RIM=i49:82 129.69 C-7'2 Ca TYPE11 $ LANDSCAPE IRRIGATION POINT OF CONNECTION. 3 RIM=128.SST T�� T -T I SSMH IE(6°)=}24.09123b0 IE(6"IN.WT)=i>^4:33124.88 E(6')=1?+.S?- .76 RIM=131.53 - i 8"PVC N IE=125.82 1z•w E IE=113.15 QI INSTALL IRRIGATION DCVA.SEE IRRIGATION PLANS FOR CONTINUATION. -129 SEX.METER TO BE USED FOR IRRIGATION 1z•OUT IE=113.05 _ 1 RIM=149.+1- 129.57 ",.,m-�;?938-c:°m"ir'.n C-7.2 �' IE(6°IN,OUT)=',z4�124.16 iE(6'k�OUTj-i44:9',r QJ INSTALL 1-2°P.V.C.(GREY,SCH.80)CONDUIT W/PULL ROPE FOR TELEPHONE.INSTALL 1-2°P.V.C. (GREY,SCH.80)CONDUIT W/PULL ROPE FOR BROADBAND AND/OR FIBER CABEUNG.CONTRACTOR TO COORDINATE SERVICE LINE LOCATION AND CONTRACTOR SCOPE OF WORK WITH MEP PLANS AND m " E L 18"CPPIE=125.55 SANITARY SEWER PIPE TABLE PURVEYOR PRIOR TO CONSTRUCTION. (,R N 40 15 QK APPROXIMATE LOCATION OF TELECOM CONNECTION TO BUILDING.SEE ELECTRICAL PLANS FOR EXACT SS0001 S r,� +3LF 6°PVC r<I+7-LF 6"PVC r,I LF 6°PVC 1 a1 50 LF 6°PVC LOCATION. DRIPLINE" �� Z uH 0 H I1 V O \ SL�zJi8Xzs6x ° s�?9BY,Lan ' s-oL- 0�% 3 s3 M - - 4 21 1D 22 © POWER J-BOX.CONTRACTOR TO COORDINATE LOCATION AND SCOPE OF WORK WITH SNOPUD PRIOR TO §LF 6°PVC 1 c 1�2-Lf 6"PVC 3:5 LF 6"PVC LF 6°PVC CONSTRUCTION. ^ WV 01 X I DRc `L S7 ^ 5- v S- ' S=2L 0� 1 \ PAD MOUNT TRANSFORMER AND VAULT.CONTRACTOR TO COORDINATE SERVICE LOCATION,VAULT SIZE, r',�128- \\I 0 _ 3 SSCO 03 S JI 4 1 18 16 AND SCOPE OF WORK WITH SNOPUD PRIOR TO CONSTRUCTION. ��I I° Y 4 1 D N,4�7•04 C 6"DI FL PLUG TAPPED 2°ON WEST LEG \ 3 R-LLr- F 7 ♦LLr- f� 11Lr L nLVC Q / P K E•132533L73 S-336%7,38X 5=4:90X 2.00X S=2.00x '' S=2.909:iS2% N PRIMARY POWER TO TRANSFORMER.CONTRACTOR TO TRENCHING,BEDDING AND BACKFlLL PER SNOPUD 0$ i I I,, ; 24•.5"FIR I 1 rl � 15 i OWS 01 U I 6'RW GATE VALVE X 4 58 REQUIREMENTS.CONDUIT INSTALLATION BY CONTRACTOR. 15 iMi 03 RIM:130.13 PVC r r ` r1 3-3-6"PVC 5.5 Lf 6"PVC `1XCCJ -y0 y I TOP BOLT ELfY-12833 L� 8� L� QO SECONDARY POWER TO BUILDING.CONDUIT INSTALLATION BY CONTRACTOR.TRENCHING,BEDDING AND I �\ I s ssco 091 + x 1�\ s=3 95oX s=o.00r. s- efia 205X ` N�430122.27 BACKFlLL PER SNOPUD REQUIREMENTS. Ev 132586821 I 1-8°X6°X6" �- FLANGED TEE PRIVATE SANITARY SEWER PIPE SHALL BE P.V.C.(ASTM D3034,STIR-35)\ e © APPROXIMATE LOCATION OF POWER CONNECTION TO BUILDING.SEE ELECTRICAL PLANS FOR EXACT IIIRP6A FOR DOMESTIC WATER TO S 04 7 7 \ 2-6°RW GATE VALVE(FL X MJ) C-5.0 LOCATION. BE PLACED IN THE BUILDING.=ai T TANK 01 Ili 'SSCO O6 S I�� \'�0 PAIr 1-THRUST BLOCK \ A , \�� e \ rn- IE:126.46 ® SEE ARCHITECTURAL/ELECTRICAL PLAN FOR ROUTING TO SITE LIGHTING,SIGNAGE,AND PAY STATION a 1I I I Q 7 i� 8%✓f �' COVER-3' EQUIPMENT. 8 ANK 0 T I I \\ N`43012L35 UTILITY CROSSING TABLE REFER TO SHEET C-2.2 FOR STORMWATER CROSSINGS 1,2,3 1 I I 1 \\\ 9 I �f \ \�b� ® INSTALL SANITARY SEWER MANHOLE WITH DROP CONNECTION. 3 R 13 : Yi 2 LF 6°DI B E;1325869.84 C-5.1 C-5.2 ------ 6"RW GATE VALVE(FL X MJ) ® BOTTOM UTILITY TOP TOP UTILITY INVERT CLEAR FINISHED GRADE 2 ANK 03 T \ S INSTALL SANITARY SEWER CLEANOUT. Ia V i 10 .- Q � 37-LF 6"DI\ -:130.13 1 6"SEWER 125.02 2.5"WATER 126.42 1.40 129.63 O 3,000 C-5.0 1 ! I B TOP BOLT ELPV-127.98 ( INSTALL OLDCASTLE PRECAST&%GALLON RECLAIMED WATER TANK. / S SSCO OS I x�� \ \ �'`ti "� N�430@0.49 PC- C-5.32 6"SEWER 124.98 2.5°WATER 126.22 1.24 129.4225869.05 INSTALL qL/WATER SEPARATOR(OLDCASTIE PRECAST MODEL 660-CPS,OR APPROVED EQUAL).VAULTG 14 430N)255 \ FP CROSSING NOTES: SHALL HAVE A HEAVY-DUTY TRAFFIC RATED COVER TO SUSTAIN H-20 LOADING. .2 I III I 14 0 S E1325852.501\ \ \\ 1. FOR CROSSINGS WITH LESS THAN 6'OF VERTICAL SEPARATION.A 3"THICK SHEET OF ETHAFOAM 220 SHALL BE PLACED 3 2,3 rt 1 IE=4Pte2i i! >' TANK 04 NOT INSTALLED.TANI - ° I BETWEEN THE PIPES WITH SAND PLACED AROUND CROSSING PIPES AND THE ETHAFOAM SHEET. (2) INSTALL 48"MODIFIED TYPE 1 MANHOLE WITH SUMP FOR PRETREATMENT. 9 y,G rn,oz Ar1D 03 INCREASED TO III --08 S 3,000 GALLON TANKS TO PROVIDE \ �� 0 APPROXIMATE POINT OF CONNECTION TO BUILDING SEWER LINE.CONFIRM EXACT LOCATION W/BUILDING C-0UNALENr STORAGE CAPACRY. \\;\ �\\\\ PLUMBING PLAN. ME PR07EM NI ALL WORK PROPOSED WITHIN 30-FEET OF THE TRUNK OF THE 47.5-INCH DBH FIR TREE SHALL BE COORDINATED WITH 0 INSTALL 6"GATE VALVE(NORMALLY OPEN)IN CAST IRON BOX WITH TRAFFIC RATED LID(AASHTO H-20). _ I y 9 12 �\\ WSDOT ARBORIST SERVICES AND SUBJECT TO WSDOT RENEW. PROVIDE MATCHING T-HANDLE,SET TO WORKING HEIGHT. ry _ DRAINAc THIS INCLUDES BUT IS NOT LIMITED TO EXCAVATION FOR THE FOUNDATIONS OF NEW BUILDINGS,ASPHALT REMOVAL, DITCH INSTALLATION OF UTILITIES,IRRIGATION LINES,AND NEW LANDSCAPING. QY INSTALL 2"P.V.C.(ASTM D3034,STIR-35)VAPOR VENT LINE AT 2%MINIMUM SLOPE(U e P)FROM 0/W 1 130 •vs II DEMOLITION AND EXCAVATION SHALL OCCUR CAREFULLY,STARTING NEARER THE TREE AND MOVING AWAY TO AVOID SEPARATOR TO THE BUILDING.SEE PLUMBING PLANS FOR CONTINUATION. C-5.0 u \ �\ \� \ UNNECESSARY GRADING IN THE CRZ. o I �\ \\ �� \ QZ INSTALL SANITARY SEWER MANHOLE. 1'2'3 o I c\ \\\ C-5.1 \ CONNECT TO EXISTING GAS SERVICE MAIN.CONTRACTOR TO COORDINATE WITH CASCADE NATURAL GAS \ ® FOR CONNECTION AND INSTALLATION OF SERVICE LINE AND METER.CONTRACTOR SHALL PROVIDE 125126 \ TRENCHING,BEDDING,AND BACKFlLL PER CASCADE NATURAL GAS REQUIREMENTS. 0 III \ • , • = 1 128 / \�c !�Z \\ 18"CMP IE=129.95 Q P N I \ 129130 131 1R M PAM TIM MDTE' cNv \ ALL NEW UNDERGROUND FACILITIES/UTILITIES SHALL BE INSTALLED WITH A DETECTABLE 4' 131 ^ \� \'\� 6. GATE VALVE(FL X MIJ) UNDERGROUND LOCATION DEVICE.INSTALL A#12 INSULATED SOLID CORE TRACER WIRE C�lI f r i71 4� \\ RAM: 132.79 SECURELY ATTACHED TO EACH UTILITY AT 8-FEET ON CENTER.12"OF TRACER WIRE -�1= 1 = _- - _ \ \ c ,,TOP BOLT ELEV-131.15 SHALL BE ACCESSIBLE ABOVE GRADE AT THE TERMINATION AND SHALL BE SECURELY v134-1�=1�=1\ r' � / \ �',N�42994328 ATTACHED AT THAT POINT.THE CONTRACTOR SHALL INCLUDE ALL COSTS ASSOCIATED / WITH THIS REQUIREMENT IN THEIR BID. ��2��/ UTILITY AS-BUILT DRAWING APPROVAL UNABLE TO FIND - -1 CONFLICT MM i NORTH THE UTILITIES DEPICTED ON THIS PLAN WERE LOCATED BASED ON SURFACE EVIDENCE OF ��1\ 1-8"RW GATE VALVE(FL X MJ) PAVED OVER UTILITIES(PAINT MARKS,PAVEMENT SAWOUTS,COVERS,LIDS,ETC.)AND ARE SUBJECT A THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED /1-THRUST BLOCK YIN TO VARIATION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, PER THE CONDITIONS ON THE TITLE SHEET. J _ / / ,E mass DIMENSION,AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES NET HER ETHER SHOWN ON 'COVER-3.5' THESE PLANS OR NOT.THE CONTRACTOR SHALL CONTACT UTILITY LOCATE 811 AND BN LEGEND POWER VAULT / / / 1114299479 THEN POTHOLE THE EXISTING UTILITIES AT PROPOSED CONNECTION POINTS AND City Engineer, CITY OF ARLINGTON I /, 132607251 CROSSINGS.THE HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING UTILITIES SHALL DATE: v> PROPERTY LINE -- -- WATER LINE -w-w-w- \ y;7/ BE SURVEYED PRIOR TO CONSTRUCTION TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL NOTIFY o STORMWATER PIPE WATER FITTINGS&THRUST BLOCKING .s x a Jt - / / D IMMEDIATELY TO RESOLVE PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONSTRUCTION. 2 STORMWATER STRUCTURE ••Q • HYDRANT IK / yo/ z / 'ZI ;'t/ `� ENGINEERS'CONSTRUCTION RECORD CERTIFICATION AE SAWCUT --------- WATER METER(SIZE PER PLAN) e ; SSMH THIS PLAN HAS BEEN RENEWED FOR CONFORMANCE WITH THE DESIGN INTENT.THIS PLAN,AS $�4 of NA y/'Ylgl RI IN S IE-8 E''t MODIFIED HEREIN,REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BACKFLOW PREVENTION ASSEMBLY e e 8°O SINE IE-12 o SANITARY SEWER PIPE -ss-s�-n- � e^our NE IE=12ess BASED UPON CONTRACTOR RECORDS AND LIMITED SURVEY DATA PROVIDED BY WILCOX w (SIZE PER PLAN) / CONSTRUCTION DATED DECEMBER 2,2020.THIS DOCUMENT DOES NOT REPRESENT A DETAILED o - / / a. FIELD SURVEY.THE ENGINEER HEREBY CERTIFIES THAT,BASED UPON THE METHODOLOGY n SANITARY SEWER STRUCTURES ;r`= � � UNDERGROUND POWER -��_-��°- �/ DESCRIBED ABOVE,CONSTRUCTION SHOWN IS CONSISTENT WITH DESIGN INTENT EXCEPT AS 90 yyclsTesF•° � ® SCALE:1"=30' NOTED,AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS,PER CONTRACTOR AND °essreNAL RECLAIM WATER TANK SURVEYOR PROVIDED INFORMATION. °O TELECOM -* *- / o 15 so so Know what's below. Call before you di Sean VIaIIC 1-`,'_wow- 10/22/2025 OIL/WATER SEPARATOR m __ _ _ Y g• BY: DATE: w 3 No. Date BY Revision Description Designed By, Issue Date A EE / TAC 09/17/2025 �\lOF N4Sy,9` WET RABBIT EXPRESS CAR WASH 01 Drawn By PWD3732 �5�0 �� ° A I ►TAC RECORD DRAWING 7530 204TH ST NE UTILITY PLAN C-3.0 o � 3 Checked By, Project No: 40514 6814GrWA98103 TaOB)522-9510 ARLINGTON, WA 98223 / SWIM 10700009 'Jbp RyC S ISTEB�� eattle,WA 98103 w,+nv.PncLnxo.can �yfONAL �'`� 10/22/2025 7.0 5 29.93' 6.67' A PORTION OF THE NORTHWEST 114 OF THE NORTHEAST 114 OF SECTION 14, TWP. 31 N., RANGE 5 E., W.M. 0 7.21 o SNOHOMI SH COUNTY, WASHING TON 0) o a, 5.96 30.10' 60' rn o cv nn 0.76% 0 of � WATER-ME R BOX 52% 0I LIB �1 0 1111 + CB RIM 128.39 IE 126.24 (SE) SEWER CLEANOUT RIM 129.89 IE ±121.87 7, IM N •SEWERVAL VE ` R 129.45 SSMH rn aTOP BOL T E=125.75 RIM 129.36 Lni� IE 123.21 (S,W) 1. 9%0.60% `n If `,4 IE 123.06 (N) 06' 6.68 ii SEWER CLEANOUT li RIM 129.45 1.47%1.07% q IE f123.80' 6.11 r gg p VALVE CB STORM CLEAN U7T ;'u OWS RIM 128.35 RIM 12 �i RIM 129.57 IE 125.89 NW) IE t126..42' �� IE 124.18 (N,S) IE 125.77 �S) M RI 1 M29.67 ii ASBUILT OF STORM CLEANOUTS INVERT ELEVATIONS ARE TO BEST MEASUREMENT BECAUSE BEND IN CLEANOUT R ii ii STORM CLEANOUT ASBUILT UNDER GROUND STORM LINES ARE BASED ON STRUCTURE TO STRUCTURE IE 124.46 (N,S,W) ii STORM CLEANOUT RIM 129.28 BOTTOM EL= 119.07 RIM 129.31 OR BASED ON CONSTRUCTION PLANS SEWER CLEANOUT ji IE 7 4.61 IE t123.48 RIM 129.89 WATER METER BOX ASBUILT OF SEWER CLEANOUTS INVERT ELEVATIONS ARE TO BEST MEASUREMENT BECAUSE BEND IN CLEANOUT IE ±124.76' h ASBUILT UNDER GROUND SEWER LINES ARE BASED ON STRUCTURE TO STRUCTURE ii OR BASED ON CONSTRUCTION PLANS 20 0 20 ii SEWER CLEANOUT q STORM CLEANOUT ASBUILT UNDER GROUND WATER LINES ARE BASED ON VALVE TO VALVE RIM 129.74 RIM 129.24 OR BASED ON CONSTRUCTION PLANS 1" - 20' IE ±124.84 ii j� �� /�� IE ±123.54 TANK RIM WEST EL=129.77 h RIM 129.30 RIM MID EL=129.72 RIM EAST EL=129.61 IE 125.00 �W) BOTTOM EL=119.37 ii O �� / SEWER CLEANOUT RIM 129.58 WATER VALVE TANK ii �� / / IE ±124.40 RIM WEST EL=129.77 ii /� / / RIM 130.13 / RIM MID EL=129.68 O / / �/ STORM CLEANOUT TOP BOL T EL=128.33 RIM EAST EL=129.60 ii / �/ RIM 129.23 BOTTOM EL=119.37 IE ±123.43 WATER VALVE TANK STORM CLEAN T RIM 130.13 h / / TOP BOL T EL=127.98 RIM WEST EL=129.71 ai / RIM 129.12 RIM MID EL=129.65 IE f123.42 RIM EAST EL=129.5BOTTOM EL 119 37 5 ;ii �� / / RIM STORM 128.95A OUT IE f123.4 SEWER CLEANOUT h �� RIM 129.66 IE t125.06 FIRE HYDRANT STORM CLEANOUT- RIM 129.53 IE ±127.58 SEWER CLEANOUT RIM 129.71 / / CB IE ±125.86 ii / / RIM 128.29 4 / IE 125.36 (N) SEWER CLEANOUT i / IE 125.36 (S) RIM 129.41 ii /� IE ±125.47 CB TRENCH DRAIN TRENCH DRAIN RIM 128.87 i �� / / RIM 129.44 / / IE 123.47 (N,S,W) IE 28 66 6 IE 128.56 �� / SDMH IE 127.55 (OUT) i� % / RIM 129.02 u IE 125.44 (N,S,W,E) Lo in BOTTOM EL=121.74 C14 Y RIM 129.04 CB RIM 128.55 rn N RIM 128.90 IE 124.82 (S) coIE 123.49 (N,E) IE 125.20 (N,W) CB IE 126.63 (W) ST RM CLEANOUT Q o = RIM 129.44 IE 126.96 (E) RIM 129.13 0 0 0 IE 127.01 (S) IE t125 3 IE 127.38 (N) STORM CLEANOUT STORM VAULT IE 124.50 Z M RIM 129.43 RIM 129.24 n IE f 124.93 IE 125.00 (W,E) Tk M lJ Lo STORM VAL VE Z RIM 129.27 POND 0 o TOP BOL T EL 126.57 M CB Q Q �D ado RIM 130.04 �D- N IE 127.54 (N,SE) ti oo0i (� Q w - m aV) _j o� cn �` Z �N � W N o't O x a o• � 0 O�o Cp•• �NGINC �^ WATER VALVE RIM 132.79 �o�` TOP BOL T EL=131.15 o�^ N ��`� •y 0 1• A-1-me-ehh, 6 City of Arlington �. Community & Economic Development October 28, 2025 WR Arlington LLC 7530 2041h ST Ne Arlington,WA,98223 RE: Performance Bond Release Project Name: Wet Rabbit Project Address: 7530 204th St Ne Project#: PWD#3732 Bond#: 67171177 To Whom It May Concern, The City of Arlington has inspected and approved the improvements for the Wet Rabbit Project project located at 7530 204th St Ne,Arlington,WA 98223. Please present this letter to your financial institution as authorization to release the funds of Performance Bond#67171177,in its entirety. The maintenance bond is now in effect as of the date of this letter and will remain in place for two years.We will reach out prior to the two-year anniversary date with any remaining punch list items and release the maintenance bond once all items have been inspected and approved. Should you have any questions or require additional information,please contact me at 360.403.3551 or hhardwick@arlingtonwa.gov. Sincerely, Hannah Hardwick Fire Permit Technician II Community and Economic Development Department 18204982231 1 .- K 4 . "a1',:: f 7�'c�i,N { ��t.•;E C �i � -� Y'' .,-'�{s ".*-e•�r�'�' T .n." �`�.4 ',g,�-s,^.. .+ y- c„r.,, `t. •y' a,. b X.- r-'�.s� { ter y�-'�- rya �` •- "` -:.mac - + f"'� �'z� C Ck r-•{-r-- .Y,1.»�5.3+ =?p• A 6."g-sr- fir_.,.x� ,r` � .�. �• t,-,•, r. .�v ,� ,iyywa, 'Y,°:�"t`�s� `��C", y�j�e?t��+.r:+��' � �i:+n��, �•-,,.y. _ t2 3�� ra „--t c"f "r r ai: �� y ��fi�.-'a+ �..5- '44,- .� �.ly, �• � � ,.�... - .�c•�✓- _ ^S. S�, P^+L',7^�:ra Z ,L` ." �y ,- �r a s f .F^� '� � i. ",� .r! `' •S+ 'e"�'.r'`�.`'�r` x��{"ot�It> '�rxAS,��•F��,$�� ; f� " ../' '`�' � y+.r.�'.",`�..��s �y'.�.'�':' �'�'.f r- + r' g'y'Yfi�•n. - ,t -r 5 ..s,g�•:'�'E".L i3�" �t+ ' 'yas�.fi 'lv.�.--"% ` . �•:t4�� i y$'��:� 5 S a'rl!+' 1' ' :vg..r- -�.t frga+ 1 S•�`' •+.,, ! 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