Loading...
HomeMy WebLinkAbout20110207161025 10--1S. Y O ANACORTES PUBLIC WORKS DEPARTMENT P.O. BOX 547, ANACORTES, WA 98221 PH (360) 293-1919 FRED BUCKENMEYER,PIS.,DIRECTOR FAX (360) 293-1938 1891 E-MAIL: fredb@cityofanocortes.org February 14, 2007 Colleen Sargent Windermere Real Estate/Anacortes Properties P.O. Box 1019 Anacortes, WA 98221 Subject: Required Improvements for proposed Rear Lot Access to 3007 West 3rd Street Dear Colleen, Your request was presented at the February 13, 2007 Development Review Committee Meeting to reduce the required asphalt width on Erie Avenue and the alley way to 12-feet. Below are the following comments and recommendations. 1. The requirements from the May 22, 2006 letter to Jay Smith will apply. With the exception of adding a hammer head Turn-around at the intersection of Erie Avenue and the alley way. 2. The required street widths comply with the alley standard as shown in Chapter 16.32.010— Minimum Road Standards of 20-feet. The Public Works Engineering Department is using the alley standard for this proposed rear lot access since it will only be used to access a garage. Any variation from the Minimum Road Standard will need to be granted by the City Council. 3. If the proposed access to the property is going to move to the alley, due to steep grades from West 3rd Place, then the required improvements will change. A site plan will need to be provided for review to determine what the required improvements would be. r 4. A Deviation request will need to be submitted for review and approval by the Public Works Director to allow for steeper grades than the maximum grade allowed of 12%, per the Anacortes Municipal Code. Requests for deviations which are site specific, shall be reviewed by the City of Anacortes Public Works Engineering Department. The City's decision to grant, deny, or modify the proposed deviation shall be based on evidence that the deviation request meets the following criteria: A. The change will achieve the intended result through a comparable or even superior design; and B. The change will not adversely affect safety and/or operation; and C. The change will not adversely affect the long-term reliability and maintainability. If you have any questions, please do not hesitate to call me at 360-661.3468. Sincerely, C F ANAL TES Steven . Lange Project Manager CC: Fred Buckenmeyer, Jeff Miller, Rick Harvey, Jay Smith • Water • Wastewater •Streets•Storm Drainage •Engineering •Solid Waste •Transportation and Equipment •Capital Projects • Development Services G8.1Y o744 Public Works orks 02 covz Engineering and Development Services Transmittal Memo Date: September 11, 2007 To: Sandy Anderson, Dave Walde and Don Measamer From: Steven Lange • Project Manager Subject: 3007 West 3rd Place Improvements (PW#07-018-DEV) Enclosed: 1. (1) Copy of the signed construction plans. Please add this to your construction drawing file. • City of Anacortes Engineering and Development Services PO Box 547 Telephone 360.293.1920 Anacortes,WA 98221 Fax 360.293.1938 1 Y"O �,4. Public Works 100S,� Engineering and Development Services Transmittal Memo Date: June 19, 2007 • To: Dale Herrigstad, PE Herrigstad Engineering 4320 Whistle Lake Road Anacortes, WA 98221 From: Steven Lange Project Manager Subject: 3007 West 3`d Place Improvements (PW#07-018-DEV) Enclosed: 1. (1) Copy of reviewed set of construction plans. Please provide: A. Engineers Estimate of Construction for Plan Review and Construction Inspection Fees to be paid B. Large Parcel Storm Water Plan needed for construction disturbance over 5,000 SF. C. TESC Plan that coordinates with the Large Parcel Storm Water Plan. A review summary was not generated for this project. Please submit the redline set with the next submittal for review. City of Anacortes Engineering and Development Services PO Box 547 Telephone 360.293.1920 Anacortes,WA 98221 Fax 360.293.1938 • b,. • • City of Anacortes * ; ; Engineering and Development Services Engineering Service Request . No. _ _Request ReqContactinformation ► Date In I,- 13 � Customer_ _ Requested Via ® Phone Time In [] 8-10 am First/Last Name r V Ito Front Desk ® 10 12 am Company L — -- _ _ rs'Appointment AT 12-1 pm - Street Address ® Email ® 1 -3 pm [1 Zj� ElFax [ 3-5 pm City, ST ZIP ,j y7 ,„,,,alEy p__'�m I Mail Phone Fax Sr10. • Email 4i45'.LYLI0-, 14. Customer's Request a cc ass LD —3207 C i di . ‘-t° ?)) w. - v& u i r S a f e t i(P4 t ) • • EDS Staff Responding ;- 1_ -. - � j Date Completed Fee $0.00 Staff Response • • Documents Provided • 100 Sc_P,tE_ IT-1 111prP' L rn l 1-)g l rn P24aJE 11 .•1c-5 64sr. Lam.. IbS �1 2i] Ikii c "511—/e„1\1 SN(221 ITa73-' 12°vTE lla FLP4--1 Ai-r) ,STD indl �r� �2 n7 City of Anacortes Engineering Department P.O_Box 547 Anacortes,WA 98221 (360)293-1920 (360)293-1938 FAX • engineering@cityofanacortes.org Open 8 a.m.to 5 p.m.Monday-Friday ANACORTES PUBLIC WORKS DEPARTMENT ] P.O.BOX 547,RNKORTSS, WA 98�22"s PH (360) 293-1919 i � 4 ;30BERT W.?i`DE,P.E., Uil4f(TOl3 FAX (360) 293-1938 bohhuJeQcityoionacortes.org May 22, 2006 Mr. Jay Smith 13620 State Route 9 SE Snohomish, WA 90296 Subject: Required Improvements for proposed Rear Lot Access to 3007 West 3rd Street Dear Jay, Thank you for your March 13, 2006 Engineering Service Request for required improvements for rear lot access to 3007 West 3rd Place. On May 9, 2006, I emailed to you a PDF drawing of the below mentioned required improvements. This letter is a follow up to the PDF drawing. Based on your Service Request, discussions with you at the counter and a site visit, the required improvements are: 1. Main access to the property will be off of West 3rd Place. 2. Install a driveway approach. See attached City of Anacortes EDS Standard Detail ST-04 "Sidewalk Barrier Free Route of Travel". The applicable part of this detail is "Sidewalk Interrupted by Driveway". The sidewalk and driveway approach shall meet ADA specifications. 3. The asphalt improvements on Erie Avenue, extended+shall be 20-foot in width with a thickened edge. The drainage for this portion of paving shall be designed to not allow the surface runoff to drain across the driveway approach. 4. Maximum grade allowed, per the Anacortes Municipal Code is 12%. 5. The asphalt improvements on West 4'h Street shall be 20-foot in width with a thickened edge. This will allow for future potential access from the easement above for ingress and egress. 6. Provide a drainage system for the new asphalt. 7. Improvements shall be designed by a Professional Engineering Licensed in the State of Washington. 8. Subject to Engineering Review and Construction Inspection Fees. See attached forms. If you have any questions, please do not hesitate to call me at 360-661.3468. Sincerely, CITY OF ANACORTES A Steven R. Lange Project Manager CC: Bob Hyde, Fred Buckenmeyer, Dave Walde, Don Measamer, Rick Harvey *Water e i_W 'st e.0 oter L Streets o Storm Drainage ry Engineering "Solid 11,RIste A Iransportotion and ELluiprnrrnt o Capitoi Projects 0 Development Services ----"� 3019 3013 mull 1320 1 • .1 ,c ( 1318 ', < !^ (/ 131 n + 1319 __ i- \ , I � — ,= r 14p 2 Pti: ' ..\ 8-84,V.-- ' U-2,4 ,nv"..? '..; IhV,4. Cg 7)J 1,, .%' P4C SS 1. 12. tl• �.._ .,...p,. 1 /A' - n, 3004 P ti 3 • r pip 656.a—_..-.� — J JK9 3020 _ _ -es-p.., _�s +,.� tl.P..,, 1 ON '� 2 ii -.--Eji`6"-r:Jr'Sil ,murr FASC.MENT m;! F ,;. m o i 09 nt• i }c 12' _ nu zos � " 1t1 — .Ayr fps - F:r4 1. i' jt r , `. \ ' �i�'�+t,,,_� .__� •- •/,��� �.: to lint �" 4y'�l _____,L...„____..—.-. -,......--:, , 0_1.„.„......„,4a) ,.,,,,,,-..:.A.-------rfsi.../"..."'—'7.....7;.____::::—...77,„_,...t..7.7::-,.....itc:—:::-...„„---;:._:,...,,a4'...t:::.....___...,...::," \ \ I, \ / /1 't ‘ 1 : /.•., 744,1, '3"•-% u:. `,421 -• 4' i .v `--- .._.__`----`-- ice. 1‘.:1 t \1"; . / )C'UPQ171;S[T";A!ENi-� -._._'`A ..!l �, r~r,. q' 3t .._` i�i� fry 1 4_3•u, r, kit 1 _3 2 301g � f^.- Izi '+ s'' "'IV,f� "rt;.}�,.. b 31 sib i -......A1� _• 30p4 „N'f��'ltil ate '` c r 30'ummes Est?,lr a z ---q �..,�_ /� 75. . t--es...., 4.1 GEORGIA ( 4arL Y-.`•L `w s;, - -,o u,___ ,ram=-,-°}, j _ ,_.,_. Its t 1606 1 >° _;_ } Y 4 4 h ; 6 ' om ''tit.- 1 pY I --- , . / • ' . - \ \\ ''''‘.... . /. ({ S 1601 - 3109/ 1612 ` \l Ill \ of \\' •�\ it £ \ •\ 1 'r',• soor,_.r�,� 8 'Pi .; 1 r 4 jy' 2_. .:s Y O ANACORTES PUBLIC WORKS DEPARTMENT vt.vepRc`v ENGINEERING PLAN REVIEW FEE AND CONSTRUCTION FEES SITE INFORMATION AND PROJECT VALUE OWNER: SITE ADDRESS: PROJECT DESCRIPTION: PROJECT VALUE [PV]: (Page 3 of 3 Total Cost) ENGINEERING PLAN REVIEW FEE ENGINEERING PLAN REVIEW FEE ( .005 of Project Value) $ TOTAL ENGINEERING REVIEW FEE $ DUE AT TIME OF SUBMITTAL OF PLANS FOR REVIEW CONSTRUCTION INSPECTION FEE �. CONSTRUCTION INSPECTION FEE BASE FEE ,$ 500.00 CONSTRUCTION INSPECTION FEE ( .015 of Project Value) $ CONSTRUCTION INSPECTION FEE SUBTOTAL $ REDUCTION * TOTAL CONSTRUCTION INSPECTION FEE $ DUE UPON CONSTRUCTION PLAN APPROVAL * SUBJECT TO THE DIRECTOR OF ENGINEERING&DEVELOPMENT SERVICES APPROVAL,A 50% REDUCTION TO THE CONSTRUCTION INSPECTION FEE MAY BE ASSESSED IF THE DEVELOPER PROVIDES ON-SITE CONSTRUCTION INSPECTION AND CONSTRUCTION ENGINEERING THROUGH PRIVATE CONSULTANTS TO THE SAME STANDARD AS THAT OF THE CITY. Page 1 of 3 Engineering Plan Review Fee and Construction Inspection Fee Project Number APPENDIX D: INSP-07 JANUARY 2006 0tiT x o� ANACORTES PUBLIC WORKS DEPARTMENT y4" ENGINEERING PLAN REVIEW FEE AND CONSTRUCTION FEES ENGINEERING AND INSPECTION FEE WORKSHEET(DEVELOPER DEDICATED ASSETS) Engineering Project No. Project Location Project Name Project Engineer Developer The Developer shall enter the quantities shown on the construction drawings to be submitted to the City for review. This document is used to maintain the City's inventory of Public Works infrastructure and determine the amount of Engineering&Inspection Fees due to the City. DESCRIPTION UNITS QUANTITY Unit Cost Total Cost FEE AMOUNT 6" L.F. ----— --- 8" L.F. 10" L.F. 12" L.F. 15" L.F. • ce 18" L.F. 24" L.F. wcn Other 2 Other Catch Basin,Type I EA `" Catch Basin,Type II EA Storm Manholes EA - Ponds EA Bioswales EA Vaults or other water EA quality measures 6" L.F. 8" L.F. 10" L.F. ce 12" L.F. 15" L.F. 18" L.F. co r 24" L.F. Other I— z Other N Sanitary Manholes 48" EA Sanitary Manholes EA Other Lift Station EA Page 2 of 3 Engineering Plan Review Fee and Construction Inspection Fee Project Number APPENDIX D: INSP-07 JANUARY 2006 of x Y °� ANACORTES PUBLIC WORKS DEPARTMENT yviar`' ENGINEERING PLAN REVIEW FEE AND CONSTRUCTION FEES DESCRIPTION UNITS QUANTITY Unit Cost Total Cost FEE AMOUNT 4" L.F. 6" L.F. 8" L.F. - w 12" L.F. a 16" L.F. Other L.F. • Water Meter EA Fire Hydrant EA Street Construction S.F. Length Width cn Street Lights EA w Street&Stop Signs EA w cc Curb&Gutter L.F. I- cn Overlay,Asphalt TON Overlay,Concrete S.Y. Sidewalk S.Y. Wheelchair Ramps S.Y. Landscaping S.Y. Trails S.F. Stream Enhancement S.F. v. Other Other • Temporary Erosion/Sediment Lump = Control** Sum Earthwork C.Y. Traffic Control Erosion Control Utility EA Relocation/Adjustment TOTAL COSTS $ Temporary Erosion/Sediment Control includes: Clear and Grade, Fill and Grade,ESC Supervisor, and Silt Fencing. Page 3 of 3 Engineering Plan Review Fee and Construction Inspection Fee Project Number APPENDIX D: INSP-07 JANUARY 2006 ANACORTES PUBLIC WORKS DEPARTMENT YY'yk P.O.BOX 547,ANACORTES,WA 98221 PH (360) 293-1919 `5 FRED BUCKENMEVER, PIS.,DIRECTOR FAX(360) 293-1938 ,,et: Ai E-MAIL:fredb@cityofanacortes.org February 14, 2007 Colleen Sargent Windermere Real Estate/Anacortes Properties P.O. Box 1019 Anacortes, WA 98221 Subject: Required Improvements for proposed Rear Lot Access to 3007 West 3rd Street Dear Colleen, Your request was presented at the February 13, 2007 Development Review Committee Meeting to reduce the required asphalt width on Erie Avenue and the alley way to 12-feet. Below are the following comments and recommendations. 1. The requirements from the May 22, 2006 letter to Jay Smith will apply. With the exception of adding a hammer head Turn-around at the intersection of Erie Avenue and the alley way. • 2. The required street widths comply with the alley standard as shown in Chapter 16.32.010— Minimum Road Standards of 20-feet. The Public Works Engineering Department is using the alley standard for this proposed rear lot access since it will only be used to access a garage. Any variation from the Minimum Road Standard will need to be granted by the City Council. 3. If the proposed access to the property is going to move to the alley, due to steep grades from West 3rd Place, then the required improvements will change. A site plan will need to be provided for review to determine what the required improvements would be. 4. A Deviation request will need to be submitted for review and approval by the Public Works Director to allow for steeper grades than the maximum grade allowed of 12%, per the Anacortes Municipal Code. Requests for deviations which are site specific, shall be reviewed by the City of Anacortes Public Works Engineering Department. The City's decision to grant, deny, or modify the proposed deviation shall be based on evidence that the deviation request meets the following criteria: A. The change will achieve the intended result through a comparable or even superior design; and B. The change will not adversely affect safety and/or operation; and C. The change will not adversely affect the long-term reliability and maintainability. If you have any questions, please do not hesitate to call me at 360-661.3468. Sincerely, C F ANAC TES Steven . Lange Project Manager CC: Fred Buckenmeyer, Jeff Miller, Rick Harvey, Jay Smith •Water •Wastewater •Streets•Storm Drainage •Engineering •Solid Waste •Transportation and Equipment •Capital Projects •Development Services HERRIGSTAD ENGINEERING PS Civil Engineer 4320 Whistle Lake Road Dale Herrigstad,P.E. Anacortes,WA 98221 (360)299-8804 March 22,2007 Don Measemer Asst. Planning Director City of Anacortes PO Box 547 Anacortes,WA 98221 Cc: Jay Smith, Colleen Sargent Subject: 3007 W 3`d Street access through W 4t''Street ROW. ' Dear Mr. Measemer, Would you please consider the following proposal for access to the Smith property at 3007 W 3rd Street as shown on the attached drawing. In response to the February 14, 2007 review response letter from Steven Lange for a previous submittal please consider the following: 1. We are proposing a 12' wide driveway with no fire access. Fire access is much better provided with a stairway from W 3`d Place. By limiting the driveway to 12' we could limit the impervious impact as well as aesthetic impact. There is no physical way to reduce the driveway grade below 19%so I doubt the fire depart would want to use it as access. 2. You have asked for a minimum 20' alley width. I believe at most two homes would access this driveway. One is only proposed. Again since no city service will utilize this driveway,minimizing the impervious impacts desirable. The driveway does provide the city the benefit of access to an existing sanitary sewer manhole that had no previous access. 3. A recent field survey was completed and the attached drawing represents the current conditions. The driveway would be provided with a thickened edge to the new catch basin at the base of the slope as well as a new storm pipe for the open ditch on this steep slope. 4. The grade of the driveway will be 19%. There is no physical way to reduce it to 12%. Does a deviation request need to be submitted for a driveway? I believe the access proposed provides both greater safety as well as public benefit(sanitary sewer access). Please let me know if we can discuss this project in more detail or at a DRG meeting. Let me know if this request as it stands requires an approval from the City Council and I will discuss with the Client if he would like to pursue the approval. Thank you for your help. 1airi{it r rip Pi Sincerely APR y P 2 0 20v7 111 Dale Herrigstad P.E. L.iL ,+ f r8'1 Y 0 °"_'"g ANACORTES PUBLIC WORKS DEPARTMENT `= P.O.BOX 547 ANRCORTES WR 98221 PH (360) 293-1919 ' ``-' '��1 FRED BUCKENMEYER,P.I.S.,DIRECTOR FAX (360) 293-1938 fredb@cityofonocortes.org April 30, 2007 Robert Grabill Ramona Severson 3004 Georgia Place Anacortes,WA 98221 Subject: Rear Lot Access to 3007 West 3rd Place Dear Robert and Ramona, This letter is in response to your concerns regarding the proposed Rear Lot Access to 3007 West 3rd Place for a Single Family Resident, as outlined in your March 7, 2007 letter. Enclosed, you will find all of the correspondence that are applicable to this proposal. In March 13, 2006 a Letter of Request was submitted to the Engineering Department. For street access off of West 3rd Place and garage access off of West 4th Street. The Engineering Department visited the site to determine: 1) Existing improvements 2) Site conditions and 3) Potential use by adjacent and upstream properties. It has been established that the legal frontage for this Site would be off of West 3rd Place, which has existing Lot frontage improvements. The determined construction improvements for Erie Avenue and West 4th Street, based on the Anacortes Municipal Code and the Engineering and_Development Services Standards, was reviewed by the Development Review Committee for compliance with City Design Standards, as well as meeting the needs of the Fire and Maintenance Departments. In February of 2007, a new Site Plan was presented proposing access to the property off of West 4th Street. It was expressed, by the owner that the driveway access off of West 3rd Place would have a grade of approximately 24% when the project was completed. The Engineering Staff determined that the construction improvements for Erie Avenue and West 4th Street shall follow the same guidelines previously mentioned. These improvements were reviewed by the Development Review Committee for compliance with the City Design Standards as well as meeting the needs of the Fire and Maintenance Departments. On April 20, 2007, the Engineer of Record submitted a Deviation Request that would reduce the previously required street width from 20-feet to 12-feet, additionally providing Fire Access stairway off of West 3rd Place. A meeting was held on April 23, 2007 with the Owners Representative, the Engineer of Record, the Building Department and an Engineering Representative. This proposal was reviewed by myself and again by the Development Review Committee. On April 25, 2007, a letter approving the Deviation Request, with conditions, was mailed to the Engineer of Record. •Water •Wastewater •Streets•Storm Drainage •Engineering •Solid Waste •Transportation and Equipment •Capitol Projects •Development Services The Public Works Department has consistently required frontage improvements with Single Family construction, pursuant to Anacortes Municipal Code — 15.20.050. On occasion we, the Public Works Department, have entertained alternative improvement solutions on a case by case basis that are site specific. An alternative improvement was proposed and considered because this site does have topographic constraints. As outlined in the April 25, 2007 letter, the improvements meet the City Design Standards. Future driveway connections to these improvements on Erie Avenue and West 4th Street by adjacent properties will be required to widen the road. If you have any questions or would like to meet and discuss, please call me at 360-299.1950, extension 226. Sincerely, CITY OF ANACORTES • ckenmeyer Pu ii Works Director • sl CC: Steven Lange, Jeff Miller, Don Measamer, Rick Harvey, Dan Harju =ray= j;Wy ANACORTES PUBLIC WORKS DEPARTMENT + P.O.BOX 547,ANACORTES,WA 98221 PH (360) 293-1919 &,r') FRED BUCKENMEYEA,P.LS.,DIRECTOR FAX(360) 293-1938 "V E-MAIL:fredb@cityofanacortes.org April 26, 2007 Dale Herrigstad Herrigstad Engineering 4320 Whistle Lake Road Anacortes, WA 98221 Subject: Deviation Request for proposed Rear Lot Access to 3007 West 3rd Street Dear Dale, Thank you for your March 22, 2007 letter requesting a street width reduction from the'original May 22, 2006 letter of 20-feet. The 20-foot width construction requirement is based on the alley paving width requirement, per the Anacortes Municipal Code—Street Standards—Chapter 16.32 and the 2006 EDS Standards—Streets—STR-01. After meeting our meeting on April 23, 2007, I routed your request at the Development Review Committee Meeting on April 24, 2007 to determine compliance with City Design Standards. It was determined that your request meets or exceeds the 2006 EDS Standards —Streets— STR-12 (Non-Motorized Paths and Access Roads) and STR.28.1 (Driveways). To accommodate the topographic constraints in the area, the request is granted with the following conditions: 1. The paving width shall be a minimum of 15-feet on Erie Avenue and West 4th Street. This will allow the appropriate widths for Maintenance Vehicles and Ambulances and is the minimum width for Public Access Easement or Tract as identified in STR-12. 2. Provide a cross-section on Erie Avenue of 3-inch Asphalt, 2-inch Crushed and 6-inch minimum gravel base, borrow or ballast. 3. Provide a cross-section on West 4th Street of 2-inch Asphalt, 2-inch Crushed and 6-inch minimum gravel base, borrow or ballast. 4. Provide 30-foot radius of asphalt at the corners. 5. Provide a maintenance agreement for the portion of driveway improvements that lie within West 4th Street. If you have any questions or would like to meet and discuss, please call me at 360-661.3468. Sincerely, C ANAC. TES Steven . Lange' Project Manager CC: Fred Buckenmeyer, Jeff Miller, Dave Walde, Don Measamer, Rick Harvey, Colleen Sargent, Jay Smitoter •Wastewater •Streets•Storm Drainage •Engineering •Solid Waste •Transportation and Equipment •Capital Projects •Development Services • ii II i 3014 1•I I — to i p�c.: 02'PAVED ROAD SURFACE afY�...—_ ...;,...___._..-_____".______ 1 02'•' RECK SUHRADE .- _ a•➢➢' E% CB k1736 TYPEI E6 , ��y1_ kJ,8•PIf-RIN• co m -." RIN ELEV:127.75 ' '�11 \ 4.-- -- Co — / W 3RD PLACE INV.ELEV.=124.05' CID(� N : II,W . •■,10n` 1\,FOIE w d• �,�_..�— -_> > rmftt ly -.. .EX 12'CPEP S➢ ROAD qC DRIVEWAY SECTION A-A �� ao F: '' .. :_J :.. �"cR•e" SCALE NONE w �3 gi gi 1\ 1 i�4, E%.12'S➢INLET y'`.- - _ /5 w 5 3OIS 16 iEv.. ELEv 13s,7➢', . ,. t. n f, .rAkn \° ��C'�htj I LEGEND — AMG,- �-D J_,lb� r/•aJf_�, R.44 MICE —X �.,.' . _� _ �: � d'> f _..MU _ s—,,2- �� is lS o J CI MO W 4TH STREET ROW • \ • -.. ' -...---..._-m_...-_.._.. _ 5%It_ 1 s0P•F1fit-Pa,rnxcc e, - 6 Q%s 1lti�zp6•roH 40 q� '1��7S 62 EXcx21 -S 5 -12K 0 SITE PLAN " / i I NET o ai SCALED 1'=30' j =. �9"°" I"•'' GRAPHIC SCALE A.tn g"'O i j 1h.. P'lN 2 ;I-,6„7ti rt. Pf 4,,, , Vt.:,2-11txv Ce \NEV-izale'4.--1----C- C/D . I k a s ! i wo '7,. l6ar S D -S I1 '1 7 „...._..--------- ,( 5 cki ° 'CO cd , I _ ' Y R 1 P: (.5C. C. Io Q �..� '�(G. / l- - F. - SOW NO. C1 • & dl g e° cs xz :a _ 3e. ...?,.Ja� fH A9 JOE N0,15 °.zin ,c - e ..a SUM 1.40. • a s .. - - _ _ OWN:D.HP.P.NICSTAD DRIVEWAY PROFILE "'Y ➢—`4J°"r SCALD 1'=30'/ i'°6' VERTICAL snr._1_0P,j_ HERRIGSTAD ENGINEERING PS Civil Engineer 4320 Whistle Lake Road Dale Herrigstad,P.E. Anacortes,WA 98221 (360)299-8804 July 24, 2007 Steve Lange RECEIVED Project Manager City of Anacortes AIL 24 21307 PO Box 547 Anacortes,WA 98221 ENGINEERING Cc: Jay Smith, Colleen Sargent Subject: 3007 W 3rd Street access through W 4th Street ROW Engineering Drawings revisions. Dear Mr. Lange, Attached is the revised drawing and Large Parcel Storm Water Plan with the changes you indicated in the review dated June 19, 2007. Let me know if you need anything more. Thank you for your help. Sincerely, Dale Herrigstad - Y HERRIGSTAD ENGINEERING PS Civil Engineer 4320 Whistle Lake Road Dale Herrigstad,P.E. Anacortes,WA 98221 (360)299-8804 May 22,2007 Steve Lange Project Manager City of Anacortes PO Box 547 Anacortes, WA 98221 Cc: Jay Smith, Colleen Sargent Subject: 3007 W 3rd Street access through W 4t'Street ROW Engineering Drawings. Dear Mr. Lange, Attached are the revised drawings with the changes you indicated in the Deviation Request response dated April 26,2007. We will have to work on the driveway improvements maintenance agreement with the owner. Do you have any agreements similar to this situation that we could modal this one after? Thank you for your help. Sincerely, Dale Herrigstad P.E. I , I j— - i qif, I I rn Co -- - - - - - - - - - - -- st- - ,�r► I I EXISTING H3USE co r PAVED ROAD SURFACE. / Al ®� . ROCK Sty-CAADE co PVC 6� „ [' . T► Rl lea PIT-RUN 27 �► ,�, -,••.-•- _ _ , _ EX, CB #1736 TYPE1 E6 _ ! �ndATE IEV DRIVEVAT Cf r - '�` I I t: RIM EL75' 1 `� VlTN FOG4LMOIS DEVELOPFFENT �.;1i W 3RD PLACE INV, ELEV,=124,85' �'" -I -11 _.y , - -' ,- --L--II:-'-I E ../► (�v SIDEVI�A7 ENTRY L_,1 --11 -,7_--1 fl:_T_ _ICZ4X. SIDEWALK ►' ,. - -1I—1I-I:_3 F=''-__ 44 ♦ .V — — — `�;i far, cb^�I c t o i s _ '�■ ,�\ „�;. RpgD qCC� W 4TH STREET DRIVEWAY SECTION B B W a:a t i / fx't2'eP€�s" ~_ . ```— �s SCALE! NONE Q` \ .. II �X, 12' SD INLET , h. r— J 3(� - ,..,,., 1 0 ,�� '' PVC SD`€LEy. 135 7O' - ir to �, _6- —�_l�t= E ±�,. ,; TD€1¢ST. SIDE _ E13' PAVED ROAD SURFACE C�t�.. �i l T Y i>: ;' �. 1 ®r . 3, ROCK SUB-GRADE NA o y1�RD 9 m = CPEP SD ,• -e I ) 6'PAT-RUN 2% c o c� - i ,� :.. �;i� J I ^LEGEND - .i— - • _'1 A Rf t�MP.! A-A`� Cf 1I -1 -, I��7 T T. ;' tt! ' %; _< t ‹ _ F a —.x-- x---x ---x-- jr=' „ j-- -L i t= l ' 11 I 11-EIVI1 �- i t rill_.TI- i --__. /r ,.. 1 I-.-. - _.-_.1-- GAS a Th_ --' -1�"i-11-- . _i . -- ` '�� �I,y. - "° ERIE AVENUE DRIVEWAY SECTION A—A M _ "'" 'I • s SCALE' NONE • SEVER W 4TH STREET �W'\ , :..,,:: _ ,o STO1M o - - — — \— -..., --_ VANN VIDE GRAVEL ) 1 PAD TD :' I EX. SSMH I I�M87 ® (SECIWN 5-06 AND SECRoN 9 of THE CURENF PLANS AND SPECIFICATIONS FOR ROAD m CO ..•,, 3, #U-209 SBCB o ORmGE AID MUNICIPAL CONSTRUCTION. pa TOP V/ 'c' �dC I IN V, 5,05' a E M B p a DON p o�7°y7i�°F19°?-��0p'�R�{18EF NSFruMER P ED • .0 - - - - - - S > YNI7@ S.PHALTT�ApBUFIS COA'IEDTIIY,IEDIATELY BEFORE PNVING.ALL SURFACE JOI DEW N S SFFULLL• •/�� Oh G S¢ N MG11 N BE SEAIFD AR-1000 OR EW/L Fes'- `M SITE PLAN �I ING MET ■ CD 2.CRRUU SIIDF D TOP C GRSE CONFORM T A SEC ONAum 90 95;t31,20F AUM ,�Q ACIED TOmiN SCALED 1'=30' S(.6 I , 40' I THE CT R+CURRENT STANDARD C TASA D-�5cmcits ND. �) �.y.a 6�Z ' 40 `'I GRAPHIC SCALE m B•GRAVEL mug PER SEpCNIDNy�9-039 1 of CURREM SF T)NS a cn H ao O B Bo �P MER MTAOE�PAS■3 THE VOR S EVE NOT DEED D-1 7 TfSRNG c3.p0 CI m THE UCAVASTEyWDpR7S�UBGRA E 51_BE7pF Opf.TOP L ORGANICS,.yAND12 TTHERN b to d ALIGNMENT: B (aT PIET') 2-orcoRs 1 of THE CURRENT ISTµDARDNGEFIMA CD�i To°SECtONI )VD •s •�r/] Elevation displayed at 1x scale. �! 8 - 8 9 - d hash. 30 ft. © y�s� SIDEwAIx AT DRIVEWAYS. v ----"----'---------- ------ rl�; CFO-TEXTLLE FARM IN BE REQUIRED ME WIS1RUCi1■L DEMON DR CORRFM S.�CONOIIXTIQS_ C 1 _ ..----'---..___�- __�_ _.___.__-__-- _,..�' . -._._��__'.,....._.. •,�-- i WEIMER EEO•TEXTIlE FABRIC OWL IEET VSBOT SPEC6'ICATE S 9-33 CQSTRUCTIM �'"� _ __-_._ }(-] 11fEVAY_fi ll�' _ -A ,-- -__ --. SW1Ll.ALSO IEET TIE VSBO1 DUALITY PRODUCTS LIST 150.03 �� 125.00 ------ - .. ---^--•-' - , 1-,5 av2 r`A 01 SAS 39 Ba mro g � ` M..-� r M .4 •4 P .1 r.iF 1� g9 gs . Cs. 8 8 . 8 8 8 8 I . 0 CO DRIVEWAY PROFILE c,1 ,, SCALE! 1'=30'/ 1'=30' VERTICAL e(.'�.T T16 plan sheet cowed ca an in acoadakBh e. 9a rt O 6 �- O of AnoccAee ad poBdev. Mud conformance of the cisp I: Li with applicable I the sole responsibility of the F+i Ins Is profs dad wheer,Wee name ad damp wear an this sheet *lift co pyim dh,and proldmq mispallon for d FedeM. Now S:ft''C �ad!sad Lan,"r ibI and rmdotee,ne6tgl but • not ida0 fa the Fg Soedn Ad.Fedeed WeBald Permlf, C 1 Sob Depatment of Fifths Hydroids Psrrdt,Fatal Flood Plain Permits.Nicol Pollutant airborne E6Wnbl6n 9/stern Pamib 6 the r�pWh�01 the Osrdoper,Lardonw,ad tlleF Fnpkwer. t `.)• The 6euake a('th6 pemd ehd ant be c0reiued n plant'of REV.:- . v�' COl sie dh applicable laws and wilt regdamade. 1 �7''... JOB NO:616 lfe.. J�.I:�/1/ DATE Mirth 18,2007 i nl i f �1r' sward IS nrplie once year AT the elite SCALE 1'40' r - noted above DRAIN:D.HBRRIGBLID „'. t. •,'S" MICE D.HRRRIGSTAD - Revision — May 22, 2007 . 1 OF 1 1 .